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Home My Public Portal AboutORD13249 d t• s 4t 'y' { ,x....f'` `r^';r.. a..p,5�.''nv r:•t.i s .t , i ?, r,.,t.%..rt';� r i vt .➢SS �^}c"J f�,�t;xzt# 4 ,Y'sCC §, l v A },�r .h;'l' 5;�� ,A r,t;; S .L L' if,,:1 l:� 1 s FS�CI�r.tr �•i' "r { r. :SSn'f.f��, 'I'�..i+.. t Y t ti,rPs>t r�i'.i).:;,{'�f.2�r�{+L j!7y,t }"� �'•,:Y .t i b 7't�'x t j f t,,5 {:.s.,lw rf..�•,. ,r.;iz.,T 'Y''. '.�• r .is 1 , r 't �' 1 l LL`I�..i,j,�. � .?�t,Y ft{("y.',k4:"1>�!%,.i�',�,. 1aa,.�''rxrr firq r4 "�:t-r•. ,,nnt!.. .F s. & t e 1'./ + tc .r.r. �i , .-;�., ,';}l�,"'r':�,}St`:;��K � . {�.,.tt a:5;�.��t�'l:,ti. .rto .jt��`t .gl i f y: .f,. '} } ' i .7' f s t ' { •�# '�aX tai c�l��rS�t '.�: �.t�+w ;�r5s,: :a,t `{., te',.r F�'zy/'?;t,�''Y r. ; ;(:, t, � .:t..� ; .4 .,t x. t , �'f x ..'. t 'i. r•5'n �.1:f '�t, �_i` P7 t r.}ter,',;t.'t d 't'f t S,�r ra ',7. t , 1 ( .7•. ,t t.,'� ;�,{ 1� ..t .,;,Y .1'.,.:J'; ;�;,��;:!.e.t�4h'','�,_3r ,r`,'St• �. ,i� .^t.,.[��itt'EJ,'S�'•'!+ �. t },. F: F '.1. t"t ,? t� 'tr, ''i{t',..h':,7. •St.t't'aY{iy{tiN:�¢ f.k'� t' hl #' �.�V.1., ,•Sii>,y'>,'�.� t;,t;'c s, ihi 3 1 M�#.Ui `Su' '4 y Y t6isJ.S"4 .S•Y,.f•,1f :t:,, ,�Si•ri�,t• zi is�`f{•� -M ,j•, F=: :at x�t ;�,., t., h• !� ..r� ,yj}y� 'S4yt715r.-�, f,ti„ .Al rij;'g'-,{.��.' •�a;:.r�=s.'t,.sc� �p,'�'T�,,�,y' s4 {c�,,;,�., ,�nJ�1 '� k��dc.i'y,��1 '','ra�,i:f` .i��;,4,,, t.;,°{�.,Y.+�P;Sf_ .�. 't.r +�i•v �' 1.:kY`t°S7 Gts >iV9}t4'!!t�Cf.1({f�l kb'�t+Y)`�i'a"�,'� i'tf�txl';s<vi'7'}b�j�.'��i{',��1"l��r �:k!c�... ,.,. .i`,�dr.,."?� ,S t 5..-'',,:4 h,e f.}„il;;"?t, ��E.ur � s X':..,,!'4�.. <,,`�`�r��"1i,'n:hu%:di;,„t'!�''m.;t,'±�°rn�,•�"L6i�ftUft}71'',!a �� { BILL NO. 2001-67 a SPONSORED BY COUNCILMAN _ Blane � ,r, ; ,fxa,�;' ORDINANCE NO. .1, AN ORDINANCE OF THE CITY OF JEFFERSON, ,MISSOURI S AMENDING SECTION t ' ;•y , ., .�,' tJ 'f.i S.�, 19-401, (STREETS AND HIGHWAYS) SCHEDULE (N) (PARKING METER ZONES) Ait(f��'�F`t nN!r.,,.,,•c. .i. a SUBPARAGRAPH A(TWO HOUR LIMIT)AND SUBPARAGRAPH C (TEN HOUR LIMIT) BY THE ADDITION AND DELETION OF OF THE CODE OF THE CITY OF JEFFERSON PORTIONS OF STATE STREET, JEFFERSON STREET, MILLER STREET, AND LOT 1 AT 200 JEFFERSON STREET. � ` � BE IT ENACTED BY THE COUNCIL OF THE CITY OF JEFFERSON, MISSOURI, AS '`'Ry ```"'a" FOLLOWS: . • ' '` '`r Section 1. Section 19-401, (Streets and Highways), Schedule N, (Parking Zones), Subparagraph (a), (PARKING METER ZONE de of N A. Two Hour Limit), of the Co the City of Jefferson, Missouri, is hereby amended by the deletion of certain locations, and the addition of new locations, on State Street, East Miller Street, and Jefferson Street, to �i>,°t`f = read as follows: `{ ETC lltlCt`htt11t1r-'Hoek thCmoF Elait—cm-ffit-north side ofthe on v�RrrjT.�.f�. r1S�+`'�� `'r�,tt t'�A{ ;tl,• Jefferson Street: both sides of the one hundred block thereof,extending south from the alley to Capitol Avenue during the legislative session(January thru May). .5t;u lyShCGl: '3. Section 2. Section 19-401, (Streets and Highways) Schedule N, (Parking Meter Zones), Subparagraph (c), (PARKING METER ZONE C. Ten Hour Limit), of the Code of the City of Jefferson, Missouri, is hereby amended by the deletion of certain locations, and the addition of new locations, on State Street and Jefferson Street, to read as follows: cf + park ittg-slmees cast ofthe southwest coirier designated eno hom metei, ?Oil jefferSon Street, both sodes eFthe one hundred block thereof exten- 11 lluill lie alley t.- C-8�'Itt�7{�t�CttttC; 7Y�17Vk^�'�n YLt�X�':haiy'' Jefferson Street; both sides of the one hundred block thereof,extending south from the alley toys>x'r, Capitol Avenue when the legislature is not in session(June thru December). Bill 2001-67 Page i o(2 '?�. , 'G•.;rr�: ,�1<a.ts..}..�,+a�.m: r�rxl,'7+�^ ''q;;..•',^' tFdf OWfMY�l.�su..e....r.. �'•',^"p'."r;.'s',"�':i' 7i:', ck;�:�`' . . �7: , nt;; `' �b4.a�is{f. 4! � ,.i :,`•.T 'I.'Fl :..•.,�,� '�N. 1 .1� ? t 1!` , �: h x. 1„, t�$„;•ttt,-�.4�75�. ;:i�tt d• i"' .}t} .4.�j.t6..t'' .,r��' f. 5, �, �,''.Sr 4r' .'v. j.;1 _ ,.sit”„n.1 ?? 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Lt §>x ^+i•,s;, rf.s*. � rf,;,� ;.�:.b.i',. ..y f;• ;,a,4 `-}-2 ;Y .p �.,:> ;t:.,i f} 1 3 ,:{ti ,:i';:;,;'t:fit.f ..s '•� :.A.'•'' •}t"�'`h` t+ ',SAP;• r. ..:; 5,., .t'•�, 7}r'H':�l,1. :%,. . ... . _.:• n'd`,-:•,�,i• �; c t,' ,S ',z,",, ;5 t.w .•r. s,,{•,��t,F,.,�.tt„r�' }i;i��t,{rE_..�� ))�ian•.,"• }} �..f°,,SS :S.,tr, et t ,nj. .S, .1• ; , �.! 0. r'.'..t , •-1; � .�'. .5 r_,r,••�' '^tr-r tr " ,y`;,�,r..,„;. ,t� :c,,'S,.,,atjo,.i rtz .r,,,,�• � .4 i. � t '1.,E [t. 'f :rl .t I •r� t!•' J X :. �,t,.}r 4 1Y.p�2 F Ri. �Y#,.,r {y�, ty�'i� t U , t � Fr• Z�r �J,{, �� M'+.t t �s ~5 ..1, t •r'�"�t't"iGG) 'f �; ,••f �tC%. -/t.t C�'('!K^Yt,,, (rtq'rS��l.{5t �+i ) ! -, i'; �j. ;1� J :S �'. f L --{'� i L 'S b �/ r.� vt f,.,,.i .`f i�Yr4•. Gr y^.4, i�l �t iu i� r� , II w A y'4 M t.4r 'J� 4'1L'�} 4 .. +� .R.Y, `f! 1 r + ? x{'41' t t �,�y,`� •'Y � �r ✓, x •� ,a' 4AlatL�t.. � f;(t, x��T4{i F+ j;�l Y y�?�Y f t St ¢ �i t✓d�'n�s PLi' 1�f}}�44�b 1 �1, �'t t h' I �>i''.1,�• 3� ( .. � , ,j V 5 t{'• ',n'!a t .ys b t�vl r. ✓i�, " C1 '`tt ,�"53?., � � 3!{!pf �;'tj r r .k{,.�;i�- e{'.�#��;'+'"'�a 5 7.f7 Y '1 r)Siv[ a�.rA 3 ,t 'f tk / f v' a}. a 5. ,h ! t tF �'t,J„ ✓ *`r �•x �eY' <}5•t yZrt f..'i�'' tit t ..t� ry13 4�} ! F',r U 1 ,t i7l�Ith: +�F SFr i t• r "�.�r.."�trt• 'P� r'.j�.t ,yr C rr`.{t` tl! � r xt�6<r#!• ��F�' t Y4,+r (i �,Y z�,�"�t-.��,�} b r/ p','��c� _ ,.. f a I. } s I t_'a�, 'i 't�•�4 �"��, �i'1. 1 X,3'0 1 t•ut'lR�t}�+ ,tN 'ct t�'Y'�f.�S+ts� i 4 .�,r)4J tt:°t ,�4 I:.ti}. c. A: '},� "" f rct rfl ciik is t� ° o�., fi R Y 1 Section 3. Section 19-401, (Streets and Highways), Schedule N, (Parking Meter `i Zones), Subparagraph (d), (PARKING METER ZONE E, Ten Hour Limit), of the Code of .;: the City of Jefferson, Missouri, is hereby amended by the addition of a portion of Miller Street, to read as follows: "Y Miller Street, East: on the north side of the one hundred block thereof. r1.,. Section 4. Section 19-401, (Streets and Highways), Schedule N, (Parking Meter Zones), of the Code of the City of Jefferson, Missouri, is hereby amended by the addition 9T) of a new Subparagraph (f), (PARKING METER ZONE F. Two Hour Limit), to read as follows: >. PARKING METER ZONE; F.Two Hour Limit City Parking Lot,#1: 42 metered spaces located in the two hundred block of ;r son Street. .�•�t .f�'srl Section 5. This Ordinance shall be in full force and effect from and after the date , § ;x of its passage and approval. Passed: 3 0 0 Approved:_1 �' } r siding Officer Mayor r °s ATTEST: APPROVED AS TO FORM: t ri ty Cle k ity Cou or s 'Syt l5' rL� �, .iia rr, ..� *; ^it:�"+'K{ j'R,y!:.i•' '-.w^'^vt'��5 d•'��7.+i��{;' 7, l�� •t•} •t. t of 1[0? °�t'y y� t 5'� ..5'23[(�t kY r µr b �r,� F:Y�jp';i• .�t +, lt��'jy � '�'�P i t,�','t• ar ' i' s. 5. 4' 't>i �1��X,��tb � �'� ��"t'`f�� •Il� y�l 1AA~�a }p�Ji L}3•` P ! Y�lt`,t� 1,y i ��)) S ��i:` "'tr1:b 1 j�5+t.� fiu .' f�rX�il� ��'y,r •� 'tj F, .}r„t' iy �e '1'7 }+�'(,! 14'� .�-'�.��Id'(y I" �k5f� �s`"�"°'f��f `�',• �t��•�'fi`t� .t' `�' r {{{{i q.��t�. x' Y M1 ,`a'S. '*t Ir1ih�11 e+l '�+�i•J ��S •�•{� 7 tI �' s }�,1 z f? fy}} r t 'tW?t�•'.�•h�'�� " .,��' n i' '�l�j�A�•�ff``�.��E'ii +�'S�(y, �If;ss•44`�t{r4,p��sd' ,+•,'e',• .�is r..,t �(1' Y �a� r <;s � r .:R: f: �� 'I•q� tlr�( .t5, Si..!'�`�bq-.yt„�yT��Crr 1 r;ta�'.S,r:. a,� zyeKi r ! ,'vr t L yh7 ,tta •� 4.� �;,�.1 ¢ �,,,.P t , t k t �( :� �.� ,�� s .`wt•..ak.ft�t,�•' �lt'.�%`t a4'"�' '�'rf�b,�'� z�fth h�lt�`S�S'� 4t�,. d�`r�i,.�:^;{ l y�d5��'�}�'Y.T}t) H�,{ ��si� ..ti �'� ',: I• � ,.1.�' ^�f+.� `h„ ,`4fY ,hzkar.��I, n.rr'•.,:1; t'�fa,2S � ;.t# � �;>.. t5,. � !` �, b 4.,R �, 4. � ,r.'r�•}r;�',��,-L.tP`a„- ,�>r;:t.s.,.lh, t.!��ys.�r, �'�f t #�afi 5.,a;st r�tc}" 3� c �tx;`gyp lid r i iT�.�z y pp}}7 �,{ ry q�,¢'!.dl,>+>. ..g,,.�•X}�a1�},:tD r �. '.t.e 1 :r2.'x..�}?Y�4.,,F''ynl t'a'r,.,,;. 71`x.'G•.'y '�::.,::r•'2':, j l �i':•7'2t d nr. f if,(Y cr t'J,'i�,t.,.IP ;,X � �' '�y�y' }�{'.�.Y �' qaa; �`:.,fit •�.. � t+"i! r"�� F:, F'•d;H�(...,.�1� 'I^{ ..?S.t'��' rr,�•e4r.r:;) q..,i.V7rt..rkn yLr.' :1-�,..�t(1. .St. ..�.4}.. .I. �t•:�1 i� .:Y.y't.{' f.;I�+yY t�a.l�'1 •i.(.,i�r y� Y,., ..t ryF'rr f .Lr`�1 �!a�� lil {X',fv'f, tlt. .�t x j +Y.c, .�i- r ^', •ttr w � 'k<,�.'(pt' Ct}' s� n ;� ��7 {•.r{. ` �;5!) t r t .tt. '� t,�.. ��, Rt,1 .�y t k, a i' + .+ •5 �7' .�r;�'t , � -��tr, e,'-�s'�,6, , ..,{,,.2, ?n.. 1):; f ., � .� }:y }m,1..;,Y tf tdr ..r•�*,t ., .:'-#y'i 3 .,i' t..,Y.vr. .f t '� �..,f-4.rtji4 t�• � �cei i•e+.t'd�x��1'1 Y"r�.�''yYWa�'t � r eed r�+'• ' 6 i' ' '� „��te+F t {� �84:Sv s/Y��l: 1 �"at�,), : +x ..r?h4oiuY9�1ek2�h,.f:C.h+kt+,"dfYa>��titC?6P:fti;tn 4?.,15.1-h, w.r,.�,<..,. ...4............:. ..:....... •. .... ..._...., ......,...,.,.. ..... .'.,.� .... ..........r.... K..-.w».,e»r�.:vcern.r'w.alrrrwrse,oewA+'ra'xkK9wWkG4v..�' �� _ r' t t ,f ► �S,nJ/ A RIDDING AND CONTRACT DOCUMENTS WATER POLLUTION CONTROL FACILITY EXPANSION VOLUME I of Z i far , CITY OF JEFFERSON, MISSOURI r , MDNR PROJECT C295401-01 ja March 2001 t f 1, tt , Swerdr' urs � 7f ta]ctia'x+i9 ��r» , 0 YN IlT "T;', '64 ?ti4 t I't t"'� 41�'�% 1"', i V� 0a .......... F)" y T- i.�, IMN; NO NO to BIDDING AND CONTRACT DOCUMENTS WATER POLLUTION CONTROL FACILITY EXPANSION VOLUME 1 of 2 for CITY OF JEFFERSON, MISSOURI MDNR PROJECT C295401-01fi N March 2001 titnlr OF &149"""-, 0 b A� N S�T Xg - B ERGENTHAL NUMBER E • 19 2 9 8 tw ""Flossills" lughmrdrup rt PIN, Wil it . TrRYA T_•m c'M r a 'i,tf� fr [%s ss4 F '`r t : a V t •6 ,�1�+YI 4y��G t{�i,r r........ .,t s f'�• r Y} f i�`�+ �'r.'� {t, Y ,f .. i .4rf i iN xr ry •�. $ Jt �:;.fir !y;•( lk�r 4 '!( I �. � t ai ' 1`,�IY F� tr.f �i�+G .��l, $• ,n.:. .. . ...., ..........w«..r..,......�r.:t.....„+�....,1..........::a ...._A,.r_�..,i.>.lr..:.L atYgfr'1 Il,}tart r, WATER POLLUTION CONTROL FACILITY EXPANSION t CITY OF JEFFERSON,MISSOURI < a ADDENDUM NO. 1,April 27,2001 r RE: Water Pollution Control Facility Expansion City of Jefferson MDNR Project C295401-01 FROM: Sverdrup Civil, Inc. i Drive r, Wf 13723 Riverport zF4x;a' Maryland Heights,Missouri 63043 z tt ` 314-436-7600 r,,t��,iJ•t TO: Prospective Bidders and Suppliers This addendum forms a part of the Contract Documents and modifies the original d. Bidding Documents dated March 2001. Acknowledge in the ' led a receipt of this Addendum space provided on the Bid Form. Failure to do so may subject Bidder to disqualification. } This Addendum consists of: five pages; two specifications(attached), Section 01210- T ` Allowances, and Section 10433-Cast-Metal Plaque; and, one drawin g (attached), Sheet G-01 with the revised d ate of 4/27/01. �rh;r.r i•ry :f� rr;:t CHANGES TO SPECIFICATIONS 1. Add Section S 01210-Allowances „ ' e ;}i,•' ��`t��•�_t, :,a.;. 2. Section 02221-Building Demolition, add to paragraph 1.6.A The Owner will de- water and remove sludge from tanks and channels before start of demolition work." 3. Section 03310-Concrete Work,paragraph 3,12.17, change"or by the other curia 4 methods as specified for slabs."to "and by wetting the exposed concrete." . yyy�Jt 4. Section 03310-Concrete Work,paragraph 3.15.A, change"24 hours"to "72 hours" 5. Add Section 10433-Cast-Metal to Plaque ' 6. Section 11310-Submersible Pumps,paragraph 2.13.13, change "galvanized guide ? rails"to"304 stainless steel guide rails" t„ r 7. Section 11312-Vertical Turbine Pumps, add paragraph 2.2.11 Wear Rings: The pump shall be supplied with bronze impeller and bowl wear rings." Tnr• 8. Section 11377- Sequencing Batch Reactor Equipment, add subparagraph 1.8.A.4i,',. ;si'. ' ' One electric operator for each size of air inlet valve 9. Section 11377- Sequencing Batch Reactor Equipment, add subparagraph 1.8.A.5 "One decanter drive motor" C5-4199-00 AD DENDUM 1-1 4' r .'t �$�A'4,irT8D16t"" w•.+..r.rwM.+r*wvsr•.wr.:rwxwFwnn'runw. �e�,t!^n"-'r'« 1��S,w� �Vrrri�rS yp'�,�rit J,, its i,:yr.N s i- �E.A : } ;. .a.d._ .,[.�. x '�,',Sp"dr f „tf i y.i( 3,,ii;,.',+,.t•:df�i9r'irt �.,I' 'Ct','.1.$C t, t ,> A,.1:J`.,Q�� S�+�r•�,t;.i + 1. !' 'F F 'i f._, t ..t"` r •,a l ,rt >.5 t. r� a >sr•tS;.±,n�Z;'3�.k�, :�1;,f1'�.L.O•'>' i �'�� LttY ,}K.0�7„ a.�:•, tF•�� S r .5 i, rt, `Y t S 1 y r S � '� r i' f .iii s .i to f,�',„� .t �5(,,44ytt, t,.{{(�� .�f:;: -,W 1.�r)t�. �'{{t.�.yy`.•�' tte•'1'+k>`S.-�`,`i:.�' Y.�S, 1.1a!{ .,f n�„ y,c,t...3.1t t }•,t'4lt is}�.,si. ,,� �' s ."r s.,.;� ,e'F .'.�'"�1%,}, '.{�t,- ;•1_:t,:;:',:,`: .�l'� }•. .r. i I.. .r ..z r' sr,..t., 5a r.,,�',jo �}r• ,- r. .>_ i.4 ,ii 1 tr;.°• S, ..;s., a :tt.s 'F ' ':4."'�`c�1�� "ir� s,• ,>�� { 'i :K!•f ,�a r�}�k4#.,;11;,t�.::{•• t d t L ;,i,, „ 5. eb'" .a� -.t t;r s,-y i �. r l' � G t}! h l�N". `v v^t ., �• s r� ,� £ .,S r ',+ .t '} r,. y.. r }r r;l.t }, 3' F 'M1� ��`? ;{,..!?�13;' d•. $' t"y,7>, Ri 4 0 '" d'6.y. �.. ` sr#• }^inai t .K_ . Sr.'.';¢' .a'„ �. ir�i' l fir'r t .r. ,.r, ;,,`.1 f t:: f .t !: .,il �,S Sili 6�,.°i�.lr .�, � a', •'1,.,+.ta,� ,{ . r 4 ,t•, r, ::r , t..�, t. :t i: �. ,t i. .>' f rf�.. .::t,:�5�,...,((�;5': n .'�,...K� 'Fifxx..j`'t^'f�}q.�i�y'_j�i'�;,�yr. ','Yt,�i-`•�:..ivt, r. �,r 'S t .�l'�r,n:',a .�i, �;'r. z„4�,{ +d't ,;7.4�:,�t,?�sts;t�-t, 'i F.fi?',;: s.. �# , 3t•t t f r44' ' � , J ': t. tN..w«;:,w:, ...o...,r....,. .w.,,o,w._._......... ... .. . . . .... ...,-... .. ., ,. .,,.. ,.,,..,. `i t .j.. 1 r a ,. WATER POLLUTION CONTROL FACILITY EXPANSION h CITY OF JEFFERSON, MISSOURI 10. Section 11377- Sequencing Batch Reactor Equipment, subparagraph 2,2,A.3.d, (` change the sentence beginning with"Maximum spacing..."to "Maximum allowable ° spacing between distribution headers shall be 4 feet on centers." `1 11. Section 11377-Sequencing Batch Reactor Equipment,paragraph 2.21, change galvanized steel guide rails to 304 stainless steel guide rails 12. Section 11379-Alternate SBR Equipment, subparagraph 2.2.1-1.1, change galvanized steel guide rails" to "304 stainless steel guide rails" 13. Section 11379-Alternate SBR Equipment, subparagraph 1.9.A.3, replace with"One ; electric operator for: each size of motorized influent valve; each size of motorized air inlet valve; and, each size of motorized effluent valve." 14. Section 11379-Alternate SBR Equipment, subparagraph 2.2.D.2, add after"4 feet", Lj ' S on centers." ,+:,:;:r 15. Section 11379-Alternate SBR Equipment, paragraph 2.2.N, change the sentence "Provisions shall be made for tanks-out-of-service, equipment or valve failure, and ° power failure."to"Provisions shall be made for tanks-out-of-service, equipment or valve failure, and power failure that do not require the operator to change set points or recalculate cycle times. 16. Section 11399-Biofiltration System, add subparagraph'2.1.A.3, "Bioway America— Bioway Purspring" 17. Section 11399-Biofiltration System, paragraph 2.2.13, replace text (before I Eal subparagraphs)with"Media Vessel and Covers: Fiberglass reinforced plastic or high S l density polyethylene vessel, designed to withstand deadhead fan pressure/vacuum and s •:�'> indicated structural loads, provided with removable covers for access to the media ! -•_.>',',,',•.':',' and lifting lugs." 18. Section 11399--Biofiltration System, replace paragraph 2.2.0 with, Media: Organic, synthetic, or combination organic/synthetic materialspecifically designed for low ,14,1 head loss, minimal settling, provision of nutrients, and pH buffering." {! 19. Section 13420-Instruments, subparagraph 1.10.A.2, change "Calibration fluids (for instrumentation requiring such fluids)" to "Calibration fluids and gases (for `l�J instrumentation requiring such fluids or gases) =kjRzi 5 0. in 20. Section 13420-Instruments, add paragraph 2.8.C, "H2S and Combustible Gas Transmitters: Factory calibrated using calibration gases. ,: r 21. Section 13420-Instruments, add Article 2.9 H2S AND COMBUSTIBLE GAS 1. TRANSMITTERS: C54199-00 ADDENDUM 1-2 ,J '.` t+,Vl, ...«J.�... fwFWww l,q .t. ro'^�w.rays.V.y�URPCh4Si{i�F/4�91Nt''Rwnw+..0 m- 0;1'1�; t.'rta. !:'tTY.^"�, 4 ' Y�.i. i'�'�' 41:Si<e�,t. a,J'r'. .` ,�,,.• . �vj':,,r tfr. t r r,i , , { 1, ! :. 3�.r ✓ JI fYi t r 1. t t e'.s .1u ,r_' , ' � ?, a.��'-t'�'}lS:#�r'�`i• y'.tf<�- � yf,r�ta}� �y' t ,t, x .li: -t'', t t !i .F Y'{.. tj;4t Sj.t,j�`1•-!��r yTj 4t5��'(j�i,�,i'7�,�t�r?n t#kJ,��'�?w Ep��y1,�,Js. .,`�. 1`t .f .Jf9"4�d }{c,` , 1 }Ji j j .t r�'y t = • ,t ..i ri j .�r�}r�t7 3 JI�T�t t ,^}'',r.yin•fr�, ..) :l�z.4 e..,)v, r '.t it i� �is Y .1�. 1 rn�»;t c31 s..t�f�t'�'�rt�r$ ri r 7 C`; ';•}, ! � t1 � il t Za ;}s is?�zf VS,,,,,t,{„f,; ,x j.k,.1i;R,y!C;,r i r it:� „�}h7k,4>1#R�rktvtnenwnwa.s.:.u+.,«.,,.«»...,..:.... .u,...,........ ,.... .._ .,.i,�xtmv»w.,tn>:r«•,�+r,n,..trw.,,. ..,. .. ......»....., ,...�<4,».�,.........._.,K......,...._.�..,.tL...__.. ............rJw:�+:a.� �,''r;�'v5 kt�•+':i pq 7rY t' WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI A. H2S Transmitters: Electrochemical sensor integrally mounted with indicating transmitter. Enclosure shall be cast aluminum NEMA 250 Type 4X enclosure with 3V2-digit LCD display and LED diagnostic displays. Transmitters shall have discrete output fault alarm (Form A or ;:,•;r,,�s� , i � Form B)and the following operating characteristics: TTttr� 1. Long Term Sensitivity Drift: signal/month. 1; �`^ ',• .r � 2. Input Power: 24 VAC. 3. Output Signal: 4-20 mA DC, 2-wire signal. r'k�`+�•��r c�:;, 4. Operating Temperature Range: -4°F to 122°F(-20°C to 50 0C). �� `, ' 5. Electrical Connection: %-inch(20-mm). ✓��h"��'�mss' G�i H2S transmitters shall be WorksAloneT"16200 Series (Part Number 7810-0310- 0302) manufactured by Industrial Scientific Corporation (Oakdale Penn.); is a ,,;',:;.-.,•„r�,;, `, Ultime manufactured by Instrument Division, Mine Safety Appliances `> Company (Pittsburgh, Penn.); U9500 InfnitiTM (OS Number U9500132004 P/N 006265-008) manufactured by Detector Electronics Corporation (Minneapolis, k Minn orequal. ,, B. Combustible Gas Transmitter: Catalytic sensor integrally mounted with indicating transmitter. Enclosure shall be cast aluminum NEMA 250 Type 4X enclosure with 3V2-digit LCD display and LED diagnostics +' z«, ' displays. Transmitters shall have discrete output •,! tut fault alarm Form A or Form B)and the following operating characteristics: ' I. Long Term Sensitivity Drift: <2% signal/month. ' ° �” ' r+•' d i ' 2. Input Power: 24 VDC. x: f 3. Output Signal: 4-20 mA DC, 2-wire signal. i 4. Operating Temperature Range: -4°F to 122°F (-20°C to 50°C) ';"^''��'{`1"'•''w ' 4 5. Electrical Connection: %-inch(20-mm). Combustible gas transmitters shall be WorksAloneTM 6200 Series (Part Number 7810-0294) manufactured by Industrial Scientific Corporation(Oakdale, Penn.) Ultimae manufactured b Instrument Division Mine Safe Appliances PP } LJ Company (Pittsburgh, Penn.); U9500 Infiniti7hl (OS Number U9500A1004, P/N 006265-007) manufactured by Detector Electronics Corporation (Minneapolis, Minn orequal. C. Applicable Instruments: �kt ;jl ;,:, u: Tag No. Service Range r ! 02-AE/AIT-219 H2S Gas 0.0 - 10.0 ppmrA` R;„'` s' { 02-AE/AIT-218 Combustible Gas ° : 100.0/o LEL wl ., r' P �, �1 �i1�'a'.?�•Y C54199-00 ADDENDUM 1-3 I ,,j'wt vi,r•^” 4. .._Y.•«�waaxu,�•,�n+r�4�awaeMnrvrmwy.w,www.+...°*T'^^;"� ;!"i,^ ti...r�,:•.•, ^!•p...ri..,,y.^r.,�y%�f4!C4 t`� ,rr f� not �, ,;•,,: .,-..i ;, .,r y ,,:�.l 5,{ !.�; 'T_"5"' .^M+.,^�,.,s^"'!-'Y^`wr3!.^^,t"^"fn4 G( y.+r+,J t• 3 'i.. ,�,5 ti •:v:+: ( �.y..:}�i,G'l F! 'S w�+' ,^i: 'tt �� y'i'�. ,£,T,,.r � �'r,°� !+ .y ..a i,p:{'i, 3• .4 1 i';-r: ry f, `•C R1 l .1'S'..*J-'jr''. isr,°��1'2 ,�;1. a�:' m. :J *J„t� ,L `i)r. t t , <.1 1. '.•q n`?i..:t i;� �.tJ�. +f�zl Y��, yy,, t'�,, .kt'�• ,'S,,,;s•„ t:'i f. *.,s tr ��`t ,A,,.j .rt ,1;Yf 'r f. ;�<,,i.. .✓+S< .fr ar..i �.t`'t',. f.(�....�t.t1F°Lw�i:fi'tw x!' , •.�i' ;. �”"C •V, ,�tG},fy,:" t yz t,t ;7 j+{7 'j", '{ s.• S :'r t A ;`.'�..1t f,,, ,,.r•• � .r � '4' f �� ,w. .7 'S r *'f {f, .�t d �,', s 'f„ f,i f },;. N�R � .�+(i•7n,' isy,` +,tr7,; ) 1��P:%�'Y� :t t:, :.t`,,S s :.'!�#. tq 1 >' t .,. 't �f £',. ,;;2 L.9x�ht,i'.,t ;v,�`�� !1• i'1'�o:.. hfa":;:i°.4„k)'w, tp} raJ.Y f.3 ':1, ,F4 rSs ,x >ti: 4+a.. r .1 c.d•;•, ..4""•,,:^f: �P: n'P h? � e��" ,iu vs'r,'„�,'., rr .I:Y.� .l,l., ,r• �. r., t 1 t i. t C L 4;� i^r,.i•j'` , �t ( ',i:yt;'n+,wa,� A�•yi. '�. "iyy�,"(..��'�tf� i' P .��!', .+x .L,F.r {l�.+tt�,,,., tf � s,l,, !'.:`, G: .r t � s`f. r' .tr: s..,G ,n•y U4,..`}� t.k.I;,•y r�t`4 ,kr !, _ :.'• � PL'��I'i ktv:'w5<YtSi'�{.G.t. �.1 .i1,,;:4 f"y �,:i 4>;.,,,.,,:.. ii..4. ..'� 'ti '• ,r � ., .!. .Y � }.,.. ti.f'e,,.f 4{ .�.yt� Yl7, ytN..... ti.,t, �,.*., 1y,7 f.�t l'.,•1� : r ^•'f i,.f. '!(J(('�`�, N,7 ��•[Y...r..1+, ,f` / ,.L,, , b t 'J .,..4.s F`.1;� r� ;rF t c-r'tf':z,s f rv!' a. .`�';F '4:J;�. f}x�:r;Kt�, 3`11 ,Y 7i;Yy ,1 t� 'yy e'�i'N'.t%.�r.>,4.'�qQ�•4 r.,,11 t:,:Yf1N�'ri�1 = ...(l. I��_{ V` •!i'f.4 y. t':.:tr 't� � t 3: t. �)'J �i! 1: tG.,f� .,,:.;t, v./Jt'{��`�',:',F'r ti.i'flt�4,,�t+,n},�Y�i'3. 4"(� t `ft r.Y•��t alt}A. � + "'t` t<>i,: t•,i ,:r Ys�� S ., �. C t;. .� .t .Y,ry .tG i.r � .v r x' `+•,.t. rt;1!'d:f �t u;N. 1 hs�",�5a{ �"5._„ �`y, ?:� 'fj/��.,'�rr: �� >, ..f•.. I ,.{,+ h7. �;,t. ''! i .,t.. 1.}. � ,4. c'.+SI v..�y t fx.�1 ''.ti+,r'r t^..:{r'Ys,il�� t��'Y�a,t�.f .+�.: l`r' `Sr 1 '�, f tf• i ,t .';t. Y1 '1 Ir IY�„'!:.•'fr'v:?!;;';, ,Si? �"✓. i t1 �' {•f 1lr 1 r t. . r^ . .r U .�t'a �,� r z<r Sit r Y) tgt i ( :.• .. .. �'}, '`ro t,d rf ynE l!��t�f f'� �'4i`�r��. ,f t•J�fj r jt t ! r•`s f .. 1 ' f '�i t.J b{'� ��i)�r��rr� ri 1 � tsEy4nar... r✓•, ..i:,... .._., ....»...,..t...... .w.r.«wru..:r.r.,..na..N;9r..••., .�.,.. . . .,.,,. «�.�.w, ....,,«.. �'�M 4�iSDk 'r .�.:�ts 7) r4,s ..�r,..«..x..,.-,...._.... ,.,..._...n ... ._.....,•.,.............i,....+w.?;wkrA Iktt a,S?Z+ S. WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI 22. Section 13450-Supervisory Control System, add.subparagraph 1.5.13.3, "English language control narrative including: general system overview; definition of t` operating modes; detailed description of system controls; detailed descriptions of ' graphic displays including system status, set points,analog signals and alarms, and control screens; detailed description of system interlocks in Y including: automatic actions, alarms, alarm set points, and active period of alarms and controls; and � sequence of operations charts." 23. Section 13450-Supervisory Control System,paragraph Y �P graph 1.6.A, add "or R.E. Pedrotti ,7 Co., Inc. (St. Louis, MO)." 24. Section 13450-Supervisory Control System, add subparagraph 3.2.F.3 "Provisions �; rn;M shall be made for tanks-out-of-service, equipment or valve failure, and power failure that do not require the operator to change set points or recalculate cycle times." t i. ! 25. Section 15221-Ductile Iron Process Piping, subparagraph 2.2.A.3, delete the phrase ;-,•;,r`'; ';; "Class 250" ia7A ,,. tY rt f' 26. Section 15221-Ductile Iron Process Piping, replace paragraph 2.2.E with"Fittings: AWWA CI1 C153 0 or , 2S0 psi minimum pressure rating." 27. Section 15221-Ductile Iron Process Piping, replace subparagraph 2.2.G.3.c with I "Gasket for air service: 1/8-inch thick, full face, EPDM, suitable for 250°F t ' continuous service(Garlock Style 564 or equal)," `. 1.a�tr 28. Section 16157-Variable Frequency Drive Controllers, paragraph 2.LA, after"Plus II" add "or Robicon Clean Power Series" CHANGES TO DRAWINGS 29. Delete sheet G-01, rev 0 and replace with sheet G-01, rev 1. 30. Add the following table to sheet S-01 FOUNDATION REQUIREMENTS Location Material Under Concrete Foundation (See Section 02300 for definitions) HEADWORKS BUILDING * fiM1t 7Y "• Slab on grade 6" Drainage D Fill Satisfactory Soil material iy Column& wall footing 18" thick mat under channels 8" Base Course, extend Base Course F-0" inside and outside beyond edge of concrete Grit Tank 8" Base Course, extend Base Course 1'-0" ' beyond edge of concrete r.r{J�77,7•``�. '�i,` C5-4199-00 ADDENDUM 14 ;•�t��{�s� ,�4 k;�,ni� �y� s"ddry�-„tSN-•�vc�.�tk1{.4+' l`i c r { ��.`u'7rvxw°l4.fR�1aVt�sinvmouwo..'�"',^.^„ -•+.-.+,.+.-.nu, r§�+°� t;)G t'�li r� ryQ i as?3kZ:�t r;V':�1f r;rl jf f t �,r,<, ' � t :.r; 1. i :y i K' 3'Yk7RMdS'Ag4D�3Mrn!^r^ t r-. ?b r t 4�r i '� `)�F'4Z��V ��vi 1t�`��•:�'4,r F,:. 4.Jyis},1.,i-r,:`f t .;J+�'. �. t, 5 ,: y k ' x t t 1 ii .r'_'4, Jfw;' �'r+�'S':y�•!, 1k,', 'i �,Aa ';�; i t' �r S:'+ � t. 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'(%� i ''Ywi<r,. }7 .i�.;(•1 v:t rr rf '•t S t ,Nt ; �r ; ;t; i r .��. {{� •��• ' t ,n^ '\ a ,t hr}}.;�r�,:.k�kt.. �is t � f t ��• t �. ,i., .tt I. c t it. ,asr ' tt�a: vf. .t,..f.r Yir,,�..F;�I I:r ,n '2 t7 �'' `t �•'.t y :t)•..it',t}. r .t1, r:2' 5 r +. f � .:� F. .:'�l r �+ S 4 i r f i�a�.{r,r.-;. xr,' r, f,".�,.��.�du �� t •�Z fi ' WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI . �;`: { • Location Material Under Concrete Foundation (See Section 02300 for definitions) ' SBR TANK See sheet S-03, Section 11,materials in , required under and around entire tank k. �}ter` t, Y7`""i yri:^�• i itf: Y: 11, ( ri a 1 jf EFFLUENT PUMP STATION See sheet 5-03 Section materials ,f �^•>i',`4,�A required under entire foundation, stop t Et drainage fill at edge of foundation ' ADMINISTRATION BUILDING Slab on grade 6" Drainage Fill 'wt t'a Column and wall footings Satisfactory Soil material tyJ pI L " 31. Sheet S-03, Section 11, delete the note '7-0" wide drainage blanket center around relief valve" �,'r;:. ryy;4��,ty:y,;t-�,it 45•x,, 32. Sheet M-15, detail titled"Continuous Purge Assembly Detail Purge" change "10" SS Air Header"to "10" PVC Air Header" j 33. Sheet I-01 change"DH-485" to DH+" r?f'' •ri�jh (�2'tr�t � �Ji�'�I END OF ADDENDUM 1 ,41•t VA f'o-'::;> .r�rri�FAr'r1,,k+igtY15' �.. 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At the earliest practical date after award of the Contract advise Engineer of the date when final approval for purchase of each product or system described by an allowance must b avoid dela �' r :+ e completed to av ying the Work. �a�.f�r:��~;�'<�°� F }r 4 B. At Engineer's request, obtain proposals for each allowance for use in making nal al. recommendations that g approval. Include znmendatio are relevant to performing the Work. ^dry C. Purchase products and systems approved by Engineer from the designated supplier. 1.4 SUBMITTALS A. Submit proposals for purchase of products or systems included in allowances in the j` form specified for Change Orders. PART 2 - PRODUCTS (Not Used) �'{1 PART 3 - EXECUTION "111`��,;•r`,+i M., 3.1 EXAMINATION A. Examine products covered by an allowance promptly on delivery for damage or defects. ,^,f Return damaged or defective products to manufacturer for replacement. t$i t ? fR{titx.. 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'Sar y 't��,lz,t�.�„ tjq!'a, �',.; .,1 L, f t A'f t F 1 '?pfi} N:,CI.✓i t 1'', J.r f Y ' c"' ''t 3 ') i�C`+: If ,, fi <�:;;,,+�"r"y�AM1Mk'+tIA9r.:>y+,dfr��MDtfr�t,�f+1�r'1+�xlrinsw'wii...swa.,sLi�;:e::va�iittAU�^'arl�i�s�dArtzztwt".�lL`,«:;C'�."wLM.�3.,�7,�ux�.s�',t�.,c:..x�t-�.7+irA WATER POLLUTION CONTROL FACILITY EXPANSION >> CITY OF JEFFERSON, MISSOURI ,�� tll,, r"G�.�r�•i t 3 it �, y ?� r��., ;•. PREPARATION A. Coordinate materials and their installation for each allowance with related materials and installations to ensure that each allowance item is completely integrated and interfaced ;�Y.ar• ,, with related work. 1, , 'ut 3.3 SCHEDULE OF ALLOWANCES >s; l�.t��J 5t v °:. A. Allowance No. 1: Include in the Base Bid a lump sum allowance of$125,000 for the ft purchase and delivery of the new mechanical screen and control panel specified in =j Division 11, Section"Mechanical Screens". ,,r s •' ; „ x Include in the Bas B. Allowance No. 2: a Bid a lump sum allowance of $5,000 for the purchase and delivery of the replacement arts for the old screens specified in Division p rY p P p "� paragraph 3 1A" 11, Section Mechanical Screens . . . tt r- z rp END OF SECTION 01210 i as C5-4199-00 01210 - 2 ALLOWANCES RO—4/27/01 t � 7id°;. r �t'.'tJi ;,; q',.fi"fit t `7Y1�, t,." "" :�t","..•an SM�wYf�,Yt>.» '}'.. , '6• 1 ) �:i{ �- .'�•s�"'``.« ,:u. '�'�yp i�ea+'.1-`;r�'4�t+.�'a r"Jft 'y«�''.`-'t e�..rF 7ti?�r�+'i:r�r`i3;t'v:.• �.a' t ��Y%.k,� I„ "uCJ' r rd •Ft �fff'{�i tr�'p �rrµ•``A z: al Yt# rttf :4;t.;.f >�a�� r ; tt,1 fl � E t Kk••a.,`s• 1 T7 z •t k� �.ra�,f"� �:+ � ^� `� ,I�++S 'f +z 1 y�1 t ty s• t tY7";ki.• '� � 'S a A�",C»f / ,y.y r'�s` t�ftY:tf �f7t•}�rf3,�f •� t,!tl t y s P ,� t5•�„}''� C�' n i y��,xr:a '"�C'� i{ I ;.�ri(} };i''i4 wr..'n .} a •11: Xy"�� €s�3 ,��"� �� Zrt +t � t,P°��.r�•1��+`' ��,u� '% y ,r- _ �.;t.� �}�t..'yy1�kr,.f�fi�t�k�, ,{. �.f��r�"�>rr" � '�''r•'c�u��<;��t,Pr,Y'(¢�,,��?:;t.':1t1�:+,1�r.st5.'��kdC,� Yrhrr�f•;Y,,,yf+�l`; �',� � F' �3? t7,�,.',�. !' "sNe;r� �TtS'".('t%FIt7) Sx; }}1J+`ra�kfry�" n .,titf5�t��t,tftl.ri�}4,.�5, 11 r�4ft N;t�+. ;it.;��: °1f` uPt2 G�.}t�� rl, +��"r•. r 1 1 Y :! �i"' .;1r1 � l� Ot t�,y, ��'faW 91t•.)n �. 9 t•�• `:htr,•.Yri.� �Y,. :,(� f+.,,: i '+f,�d"��t z"y Fi fit. 4 �,`� '�, r"G, �ty,.�' t. €:, uf',"r, .d+ 4,�� ,t� y��f 3�'t'f. ?}} ��,,'; �t�{,��,. :r,,o- +e1•';� k�t>.',a,.�4,}!• 5, .R• 1�, 'r � ',3. .r.'.-''}tr:lrl�',°,tY..yri .J .f},t'$.+P:ip ].s. ..yJ:7,� ^,aySr,.r.St rt't �`: r t '7'.rt.,fw�l•..'{e�. to »&.t..s a.y}.1�..r`�'rt::'r , ,F .t +. tt,5..,.,.C" „}'�.'�yltfi;k(. a�„y<•ty•.�rr"�:t.,f.t-�„ r.t,\• 'y{r,..).,.4`.�.i, {5 f }�.t,r. � .! �. 5 ` ( .°�..i .4,i L �C ',i4 �1+� `-,' �}rf{+a'� L 17c•.�... 2''"t., .�'7as}.. �r �,4 f t.»3 J.a� ,t i a.�Lx !.i'?• }r r 4 .b F ,7:}4 j5"1 f S i ,,.�'.' S , 3 3. r '7• �Y f 'f S .. 7. p3 .� it a tr 1 !liar 't o ��• ''�' t � ,r,' t M�{ 17 � f[' ice, t r ,1 C�lt :f r° � r ,. . t. ��• i �Y} ti �, + t�y''r'�a 7,IJ t �'G i tr I 'I� s ',:t?udVi{.JSeJ�k�etdu''Hr,•ihW"CUw•.vtK.n.Y,...«,ty-...; .: ., , ., ...e,a;t, ,. w t .+., .may kt�, r�3 tk'�'nr :L tr ELI'.: t WATER POLLUT 'ION CONTROL FACILITY EXPANSION t , ' a CITY OF JEFFERSON,MISSOURI SECTION 10433 -CAST-METAL PLAQUE E; 7 PART 1 - GENERAL 1.1 RELATED DOCUMENTS 2 , A. Drawings and general provisions of the Contract including General and ^��:y��>;;�;�;,,��Y•s' Supplementary Conditions and Division 1 Specification Sections, apply to this !� :Aitiyl.4t``+ Section. 1 1.2 SUMMARY A. This Section includes the following: 1. Cast-metal plaques. ` rI 'r�'41�is�*il`.�,''•:1�: 1.3 SUBMITTALS r� A. Product Data: Include construction details, material descriptions, dimensions of f individual components and profiles, and finishes for each type of sign. B. Shop Drawings: Show mounting methods grounds, mounting heights, layout, spacing, <r,'i`) i i ti t ''r.11 u reinforcement, accessories, and installation details. , 1. Provide large-scale details of warding, lettering, and artwork layout. ,.;t,.=�•�",.,;;1b?y< � ETTtd k 9M1it7.: .•. C. Samples for Initial Selection: For each type of sign material indicated that involves color selection. D. Samples for Verification: For each type of sign, include the following Samples to verify color selected: .a.J {.iris.,,,,,"rkr`;; •"..,':J:.,; style, spacing, finish, and method � 1. Casting: Show representative texture, characters le s a �:a�3;,:t',:r1�:�;�+��.• of attachment. E. Maintenance Data: For signage cleaning and maintenance requirements to include in ,'<<,,. ,,.,• maintenance manuals. {' 1.4 COORDINATION A. For signs supported by or anchored to permanent construction, advise installers of :err {. "r •;: II anchorage devices about specific requirements for placement of anchorage devices and ., { similar items to be used for attaching signs. �:x'i`� ""� r i 1. For signs supported by or anchored to permanent construction, furnish templates for installation of anchorage devices. Fir_t sr' Yi '' Y''tt #J'i ) !'fit Ir.:'.�t;Yr��•�t),i'+!�':, � , C5-4199-00 10433 - 1 CAST-METAL PLAQUE t ` :r i1r ' RO—4/27/01 i Jill '.."""!'�fW++"FEW.ritlSlttW'Yq'iSti-3!,}�!,✓iF'OWUna+rte-«r.a.m!!e.+w+w+^+---""' ,. r..... ... ,.t ..{.r•^r :1 YL Ati`�'J�.r., mt) �o i 1' fy, 17 t3: V:% t ,,. '3 t,,,�f' .r.., r. ss�..v. ,t :3r�`.=,;'i:i`••: 'nj� J+;-;7 Po�y'p •4' 19%: �i V(•JJ:,�l..;p:,, i at �f�> > .! { Y. r4: t i:: r..�. ,°I i,�t .'.L,,i7`A„t. lttl. t1�A "Pit,�±_.. •�Y}L�,�}�!' i'�4W}`M1 .. :' S.B1 c .1 } 'r.. il, �, M1 J � I ,i: 'n .i' • }. 'J)n � .;,Y(1 �Y,'.{�i M5rai .t h. �1n r' -�,, .0 5.' ,ta.3,. lJt., 1,,,"'� rf. tr� l f 'r.�.;,i „?{,i,p,.•pj..f rt,ar�'�i3 rr+i.y ;?: ir, .tit •;!1 t '{ ['.. x. 5 .t X. `t { .,j 1 t ,.. 1 '-r'7' u .''t 2 ,.,JS ,. �, r.:• .!.•,;':, Att4 r Sc{�t z` '.4: � :i T�f•%Y' and Y+i,. `>,k�)„,4;-,.�3,5. ,�t � ).' +�', +.•a,.' { ..j; t a i'"ft ,I IS ,� :I. f ,a��i�..v%r:k•�$�;44'�4`Sx;:Sf��j.,c¢?i' i5 t4! Jt ;t.t l "•: y '''r } rt t:l r � n..,'(��Y.� r �f � ''ti; `� +';;.' f ,#v ... { r „ ..J. z .. t .t� • r t�, r , s s. r . �,..�, ..IM1 4 s.•'<�; y:,.t "JS? yt ) ye +�fP�J if iii s f f 4k e � � .. , + �, i ° J, r 'r `•1 ,�' j'.t yr {tY `t¢ 7��1,(t��7�f{� 1 �.l�r,rlJ 1 r, r, J ,�ti .,�� ` j xr J ..iy�5'�' ��J{it 3�a��`• J t V t J ! r .. .. r`� r X .�+�lr ti�� F f+ 'yr,b x+r:•`'d;. ., ) ^k _ ;�ft it}a to.4�"ap .ea 2i:,• v„e41W.'..,w,.,.w,ai,.n�w....,�:c.....,ii,., ,.',a..�. .. ..:.....,eHHi,,•,s rt+,>,,,.r<ixe :,. <.,.....,",..�...... '' .,v,rri ar.wnfrfJ!AEr.:NYt?.K.tNY,•Mkrk,4M.�r t t 'r j� r. ,rl {t?llyl�,J�.,�Hy It{ WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI PART 2 -PRODUCTS 1 2.1 CAST-METAL PLAGUES A. General: Provide castings free from pits, scale, sand holes, and other defects. Comply with requirements specified for metal, border style, background texture, and finish and in required thickness, size, shape, and copy. ,} B. Available Manufacturers: Subject to compliance with requirements, manufacturers �1 W,,MO'.: offering products that may be incorporated into the Work include, but are not limited to, the manufacturers specified. 1. A.R.K. Ramos. 2. American Graphics Inc. id 3. Gemini Incorporated. �....';_ r 4. Matthews International Corporation; Bronze Division. r•.,";"� 5. Metal Arts; Div. of L&H Mfg. 6. Mills Manufacturing, Inc. 7. Southwell Co. (The). f St J a t �a S. York Bronze/Bryan. C. Aluminum Castings: Provide aluminum castings of alloy and temper recommended „_• ,`�Y` !.) by sign manufacturer for casting process used and for use and finish indicated. 'a t.' =i D. Border Style: Raised flat band. E. Background Texture: Manufacturer's standard pebble texture finish. r< Y ... •r F. Mounting: Concealed s encountered. scuds for substrate ��: „�;.�:',�•,_�' ,a 2.2 ACCESSORIES A. Anchors and Inserts: Provide nonferrous-metal or hot-dip galvanized anchors and inserts for exterior installations and elsewhere as required for corrosion resistance. ,{�. ;; Use toothed steel or lead expansion-bolt devices for drilled-in-place anchors. Furnish NN.3 4d inserts'as required,to be set into concrete or masonry work. €;,('�� ='i i �+"•.' 2.3 FINISHES,G ENERAL M 1kr : >` � �' fi, qlk ,� A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal ; `r,•?#4 '? Products" for recommendations for applying and designating finishes. ''`' B. Protect mechanical finishes on exposed surfaces from damage b applying strippable, '`' s=� P g Y � � ,}r�•,.�� 1 temporary protective covering before shipping. t, C. Appearance of Finished Work: Variations in appearance of abutting or adjacent . PP PP g J pieces are acceptable if they are within one-half of range of approved Samples. .� �C5-4199-00 10433 - 2 CAST-METAL PLAGUE t n•{ RO—4/27/01 ,.t� ;,t . }}'+,1�d;�'•"-'''i,''',e��°M`f.rt;`: .�Tom.:. ':rt yeL.p' �n'_:777 r. ;:t' "i .r.w�!m+Jt!111 ri>!i'��, .,,'•'"� 11' f......"'n i '�'3?:•%c'""'2..: T,77,4!::r,.k 'UStie x�+.'••'•4F'J tl� v .'}� vi{• '+^:'i+r I: x + a.nf.firl 'ti'p nr}'�i '•�xY,37.\�t,. �.'r11' 1.:r,�='1:.. , t tst c. ..t :x f t,^ .�1 j," �. .Gi 7 f+ JJ I: �',.,irlrt�.f,...�r.•'�yftt;t'd[ t. Mfr,:x{,,f...f'r•i.•t�. ,��',±,:J:jt �`.i;. ,'4ppi;.t 5 r'j, Ir.•`t r S',K. !. L. it .i f�`" �'?�'�v'1Sr!''t.hx•,a•;��'r Y � ,t �JS:S ,{1;U;y`(�,•:.J'?`f::+`'.:s .t ;t!'+`i r.:ti�S rF.:,i,i t. { .,+,.<'r ! r .,f<,.��' .r>ry?';.,':',.),r,.,.++Jr;i.ir�A w,;v; .F.�;�:tY,� { ,��. ', ..'tt +}fir.+, ,r.+.�{•.t�:�'43,{,.:y;; !J ,t , .y. [i ! t{t. S r f .i� jrt7 r 1 .., r .� !S u'I ,) P t I.r`rr,r"/✓�';'• r .k'��t a. a.}:, 'J�1�,C a� t r tii.J { '��.E f�� r..t .� 'TJ�,?r. 4J.}t e,.} 4 ..1t'��"�r �j�,+',;},�•C,��lt� �jf4. �q� �J,. r.tf'. - 9. S! n th!� t t»t., '*ti 1 t t •} t r i.!: 3�,�t a � �� J i>m��i J s•�:C'rt+,9 ,,r}±x' ,i.+ .ae' � i:• _ {f .'.S!� p� } Y,r� +`S<i fr rY,yJ�,... :` .kj: n4 r7. yxir !f t s ° :` i ; ..f; 'tt, ,' ��.Fr .h;l,`:`•yL,�'.'1,;'.�'t,ytf�r.Sr�Y'�L�,:�{• 1;�'i•�,1"�Q'.�•r, '.n, �t��.}.;, ';�r dr .t t` j .`„ i •,s `+ .S ;n 4. .7t +.qx. Irt} :1�7 r.44Kt"�P q'�fi,�� icy '{7+Aar.3Y�•f{h{'�,(�/jS��jN.��{,^ M� 7 .t� . •J"' J .i. ,x' � � �.9 n < i t +f +N�,,1J14 J .�. {1r r t` r Lu Y � ! ..w( yr :t.•, rt t 4t+ # Mfr u t �i i .i fjF� jT��'it•r�itn"1 ? r;J,; t„ligSJ.7+yet�t:f�i.l 1 WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI i' Noticeable variations in same piece are not acceptable. Variations in appearance of �< other components are acceptable if they are within range of approved Samples and are , assembled or installed to minimize contrast. 2.4 ALUMINUM FINISHES ;t rlrr''<j A. Clear Anodic Finish: Manufacturer's standard clear anodic coating, 0.018 mm or thicker, over a satin (directionally textured)mechanical finish. B. Clear Finish: Natural satin finish with clear polyurethane protective coat. C. Baked-Enamel Finish: Manufacturer's standard baked enamel complying with paint a manufacturer's written instructions for cleaning,conversion coating, and painting. 1. Color: As selected by Architect from manufacturer's full range. �'. D. Cast-Metal Plaque Finishes: 1. Raised Areas: Hand-tool and buff borders and raised copy to produce manufac- turer's standard satin finish. :. 2. Background Finish: Painted. I' PART 3 -EXECUTION 3.1 EXAMINATION 1 A. Examine substrates, areas, and conditions, with Installer present, for compliance withKf'=j;; requirements for installation tolerances and other conditions affecting performance of work. � � r B. Verify that items,including anchor inserts, provided under other sections of Work are sized and located to accommodate signs. '. C. Examine supporting members to ensure that surfaces are at elevations indicated or required to comply with authorities having jurisdiction and are free from dirt and other Yid ' deleterious matter. D. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION ' ;'` .,, .,. A. General: Locate signs and accessories where indicated using mounting methods of �• �aJ ,'kc types described and in compliance with manufacturer's written instructions. " £} a 1. Install signs level, plumb, and at heights indicated, with sign surfaces free fromf, distortion and other defects in appearance. C54199-00 10433 - 3 CAST-METAL PLAQUE RO—4/27/01 ,title . .Iry !T^,"!`^r,^!'+a.,+ww.'� ww-M++r t^ `MY%M1Uf„M11'¢.'d4UMY1kM.[!ReNIJ•!'.M1MMM'M!ON.'r'w�"", l:i"' t"T;'^^'�^7t'.!,`,. },^!w,+^ F'� ,.1-: .p, �* 'f up�i T.}: ,S•r t f.4 i. .,,::L,c,r Fr {�rsrix, '`Pljt) � t,�iC. t l'£r �'`�"'rY•�1 Yy4r ry, i+ J.i. 11, 'I' ,f.,. .j,. ,.�, � .1 {I'; i ('_ '.t.j �•i-,v � e',+J '1�w.. .l"411 �5ta.'t Jl��t, .Y:(.#' fk: :v3•=y �t+i'+ ti,'' c✓}r r. •.afr •� -:•:3,: ,t�g.f t..'> .1 t .�: + iFSt".�_.;4;.,.r' ^r Srr .t t' '�i'�.t,i�t, i,r tyy,�..r+ 2,rt� r ttu..;,;. •.V'r �;.72✓K bC 1^ 7" r ry"'i: i5. r,.5 S ;o t .t P t _f , �l. e T r 7 F t ':1 +.+3,, t !t a• y C vt»� }. Ld�. �7'A,{bYY�d•, ,�\w'9,�;( ..j}'�.`.� 14 thi � .,h .^unl:t:Yt:;�f•1 'r?�+r 7, 'r 5ff} ..r }' :,4., i � t , Y .'.t ' ;�,., rc c '�;� ��p+. •i� .iEE .,<� t .r. ;'�� .t ; 1i 1 ",,� f ,s t'. t.r. •J. n,r k �, r'r�r,r,,4r,:vr.. �..� S ?' , d Sar 1 fr 1 :✓. ,t.< a irr 2 �,�ti 3r,�t 1 � :t.. y of .�ftfr !t: �t ,✓ ;17',,; i�'� q 'l :'c.;'} ,"t .(.,� lq'r i� t. is ;.r',�.� ?r,1r•;r,Y;`�„- `{`lea iJ't,f;�.';i<.. {.}r�,'•":�;{a :x�{✓,�1:: nF {i. .'r f 1, i. :y,�t '1 ..t i 1 4 1 v�tu ��,. �..F...,;rc'�•, rr:,: srj�`i .�<Ar{7. Y ^ IN Zo "IT, At .4, sj WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI 'q! B. Cast-Metal Plaques: Mount plaques using standard fastening methods recommended in writing by manufacturer for type of wall surface indicated. L. Concealed Mounting: Mount plaques by inserting threaded studs into tapped lugs on back of plaque. Set in predrilled holes filled with quick-setting cement. 3.3 CLEANING AND PROTECTION A. After installation, clean soiled sign surf aces according to manufacturer's written instructions. Protect signs from damage until acceptance by Owner. 3.4 SIGN SCHEDULE A. Metal Plaque 1. Sign Size: 30"w x 42"h 2. Text/Message: To be provided. , 3. Quantity: I W t . END OF SECTION 10433 C54199-00 10433 - 4 CAST-METAL.PLAQUE RO—4/27/01 A R, MT f, i'46" p Yp}��t 1 ! vtti .,,t ..S•' f4. .. 1,t f i~yjt ti'irt.t j V. t �iltfk+ ! �'� � S': ,..��.;��;t ::�t.,,1Y..n^r,� ��n&+'r+ •L5+ 't'�1�' !,� sri`v t A .�..(i, t a.. {�( .. ,+r'#x :}t Z!tt` j��• ,tt. ,:,4 t f .Ar6 5A;F4'�.e k��'..�P.Y .sl,[•,fv.,, '�tT,�. 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WIT,, .I r.t, YfirWbY,hYJ/JCi¢:h+MHNh YMYwrr+•+.Y,nwo«.•.v..a,.......•.>w.....,_. .. ..a.. . ........ ........ra .. ,..,.,....,.. .......»..... ... .. ?.r.........., ..... ..,.,,. _........... ..r.,..0 .Y 4.r•.,�Hr c jt'14r'kli` '� 74; lf•el t fk :k WATER POLLUTION CONTROL FACILITY MANSION CITY OF JEFFERSON,MISSOURI t vj r ADDENDUM NO.z,May 89 2001 �.;•�<<;f �; t.�,n}; .+� RE: Water Pollution Control Facility Expansion r.. F City of Jefferson ` MDNR Project C295401-01 4''• '` ` FROM: Sverdrup Civil,Inc. 13723 Ri vprgo rt Drive ; r r?7v�f"ti.h '..• r Maryland Heights,Missouri 63043 '': ,';x �;'a-f>': 314-436-7600 Prospective TO: prospective Bidders and Suppliers Ur • r` �{'`= j•t i�i A 7..'thy. This addendum forms a part of the Contract Documents and modifies the original t Bidding Documents dated March 2001 as noted below. Acknowledge receipt oft s (: 1 Addendum in the space provided on the Bid Form. Failure to do so may subject Bidder 4t to disqualification. I.' This Addendum consists of 4 pages and three specifications(attached), Section 10999- ra' Miscellaneous Prefabricated Items, Section 11451-Kitchen Appliances,and Sections 13485-Input/Output List. ! CHANGES TO SPECIFICATIONS �YY'`fY; `± paragraph 2.4.A, add"Provide 2 she dividers sip 1. Section 10671-Metal Storage shelving p ''� per shelf unit." 2. Add Section 10999-Miscellaneous Prefabricated Items paragraph 2.3.A change the last `_, 3. Section 11311-Submersible Propeller Pumps p ' ' I jar;1 `w sentence to "The cable length shall be adequate to reach the junction box near the top L4 tube without the need for splices." 1111 , of the pump '; ��{.��;F�� '�•- paragraph 2.6.A, change the last 4. Section 11311-Submersible Propeller Pumps,p wer shall be adequate is non- ` sentence to "The motor horsepower to so that the pump ` overloading over the entire head range from 1 S'to 30'TDH." 5. Section 11311-Submersible Propeller Pumps, add paragraph 2.10.B:"Provide a 3/8" kfr µu3 =r• for each Splitter splitter plate of ASTM A36 steel with attachment hardware pump. �• ar..rr�.:;r:; ; extending from the floor,to a plate shall be"L"shaped and attach to the back wall, h to the aa�•s•�h�,°�C,,,�:;j, height of 4' above the bottom of the pump tube. At its base, it shall attar tl._ 3X:4 h /�jr +` and run from the back wall to 12" in front of the pump sump floor :rl 6. Section 11311-Submersible Propeller Pumps,add paragraph 2.10-0 "Provide as`'f } '< cable holding bracket and stainless steel kellums grip for each pump. The assembly ADDENDUM 2 { -1 C54199-00 t r r kgp K- ' d T of d{ y 't �' ,,,,,, ,,,,,,,,,,,.,,,�.....,, �. ,,. ..,.. .�+..<,Y.•�n�w4w.vrr.,�ur!.M...--t•--;^ t r �^1`•-i-r-^��tz' > i*'.r-y�,t S.,i'-}2�ft�•�4;'' + � �. '( XAp+M�r!.'Y!s'�,k'!±"r"'� .0 t. ��' S :i 'b :1 , ,t,...7 } •r;4?.j to�.1,P..'f h� !l,t�, :Z�rl'��`4 tr9��i6��'''rL��^ ,It1 o;�{ r• �Y' .r ro( "t�' `j, ,.A ( el, 'f ",P.` (. l,i: '.4"•.. '�"i,1;. �j,:"L n, �, ,b �/. i` +,.I' J,. {. r i'j f* r .,o.:.Fa„ ,+,.. .a:.+'t'1".'>f ;,^r .'h�yr,,:i .�,1e`,,,* ',> ,•* f. ; .{.':..a 114 :7•.R1 it.ez, 4t, t. .,t s :i {r..:� i k,� tt{+,�!•pp .! N �6 z t,:r�",.. G "Cr l 17 1'1t>• t.. r. t 7 3, ..l>.J r}- ,i.::a SNtP, :A':'7. .t u.t °(4. f�� 7 a,.,t..'rt' ,�fr,. ..r�r. 2 rf ,� lt,:sy•;S'ts^ :+ `t� ,d7" .r'' .f � s,;'•; f',..;5', .r, ;.-.t, ,A> ,Y,t.. ra "�.a t, ,r .� c ,:rKY';! `.r ? t { � 'f c,t ,i., ,s. ,s{.s.� ,=Y .r;'; �trrs •`�.. ,c h6 4.0•, .,(f '•s,{r,;. �6'=�t,.....�4 '�;r. .s?: r .}. .t` .,{, S.rpyt ,s. 1 S i '.5,• 'l, t r,'. \ .+�4r„�,. ��..�.,,'r,},.}� �'Y1�+� y4-=\” ,��•1 Vill In `1. n't- r ''Y n,; r, ,'!:-..r m t r r d+2.r .r y l;•, l m. : :a ,6?» �.4' \ �t •:t; �� •1•; +f b, <.',1� - ..1. <{.,. ,?r :fs.; t' r.3`.'3.�e':'zt'S' :yk�tSl.p.,tw �sr;l�.•"T• t, ',.,r1• ty. {iti 1 .,¢' „,{ �4. •n�d«rr,C;e t .1` .tx r,S' 3 �. r t •''r r. ,}. r r.4,i�. .r ,£.,+ .+f r 1 r..l, e. �• yt .,.i:-1 ti. { .14a tti ''�l.:et§�•+. ;1T1y tP�s, It! rcX .rr' t..r„ .1. •1 .H r ,,t i1 r '/' r' '� ,. ”{ vs .,a 4 a S t •�! ! l f �r � L , f, !j. .f��u r•tL`i'3>d�fl. '.i'fr 1..;.i S{.'r'J. T< ,f .! `n,.. ,>,, j.. riS t,,,. 1N,f ,t ., .'. sr r , r i 4,' a .,4 t ; };5r ls'. z� a„�xt. ,:>4:s,• S 7 �yc. i%if•{+, � 1'. ;.'t. t.t.,� .J, } l. t 'r� rt. r.: � :r { �! .4,.t>.y�trW4 tit.t+ri J 13��,..j lt;r'1 i MSJ :�}/��f7ar}. 4. •+.F v �� *<y w l 1.$ � },s t ..4 .4 " yxr ..}�.'r,f�l. .,.,�. + +irr"/.:�t �.t,..{li !r .31t'S'.' 1} .J (. , fit' t t' st s~' r' 'f.'t ii'k'fivrr:`!a'.}ri 1`�' SC`.�''F.,.i.'.i•:jR cf ffi Jt.'hi 4+.K tT.t. .7 k� �Yl� t 1'i• , +`1 l i i,:, {. .:F .J'+G i�"�.�;Jy rft i .f.}jer i,�! �yi\t Ys4?,Y�,.,,�', 5..t{4!, vty j tt t .7 a t: .t , , � , t x' .�,� f4 t�j�'x+t 7 }c��g�i.r. G;�• y ' r:w.ri:;w�{ ;.ri,:,..i«....,,.. ..r....w.=.:u.�J..,.... ......„..... .....<..,....,,,.. .................„ ..._ ....-,......,.n.»,ne.,anw r...,.,.w,.....«.w.,,,,...w.,c.)=...i.>. ,. ....:e,... ... l!' WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI shall allow the pump power and pilot cables to be suspended tightly over the center r '.. •.':t . of the pump tube. 7. Section 11311-Submersible Propeller Pumps,paragraph 3.5.A, change operating point head to 27.1 ft. TDH ` 8. Add Section 11451-Kitchen Appliances 9• 11610-Laboratory Furne Hoods,delete subparagraphs 2.7.B.2, 2.7.B.3, and <.1 Section 10. Section 11610-Laboratory Fume Hoods,subparagraph 2.7.C.1, delete"either thermal-anemometer or„ 11. Section 13430-Control Panels, Article 2.10,add the following: r K , C. PLC 1/0: For control panels with PLCs, in addition to 1/0 points required for the control panel to meet the functionality requirements of Section 13450 Supervisory Control System and the respective equipment specifications, the UO points shall also be wired and appropriately following discrete and analog ',�•'';lr.:'..,(;psi,i programmed: ryl `;,':;,^•'it,Y' : ; '' 1. Transient voltage surge protection status. ''•Y!'�1'; .. Control panel door o ;"' ';�;;;,.`•;: 2. open. (KYCYJt 3. For control panels with heaters: Low temperature alarm. 4. For control panels with air conditioners: High temperature alarm, air ` • +Y' rx��,r. conditioner failure. 5. For control panels with DC power supplies: Power supply operating status. v 6. For control panels with UPSs: Control relay input to indicate loss of is^`' _ a+ normal power for UPSs that are not otherwise networked. 7. For control panels with fiber optic modems: Channel A error, Channel A ' ding fault impending fault detect, Channel B error, Channel B impending �^^� :' � 'KrT}'°°•.:,;:, detect. 12. Section 13430-Control Panels,add Article 2.11: E, �t ?Ii'hE 'rsh'41'y' A. suppression device with a Ty-^nsient Circuit Protection: Series wired supp •;�s;,,a,,,, fi;,n��':j,�,�;�F;. i rated for 20 jt.`,•�,," ' t 5G kA surge protection in all modes suitable for DIN rail mounting, } ., A, 20 VAC, lip. Device shall be UL 1449 rated for 400 VAC with an active { �; ; `' <'t ct�raft R!F Y, response time of< 1 ns. Unit shall have a set of Form C contacts for alarm t+ 'o shall be Model HS -P-SP-120-30A-RI h;. cor...itions. Transient circuit protection ,., Incorporated �• � ; fit' n, mar:,ifactured by Innovative Technology, (Brooksville, Fla.); Catalog Number STV25K-10S manufactured by Solaev-Du EGS /H Elect,ical Group(Skokie, Ill.); or equal. IWA Wa ,t• jai:..f� C54199-00 ADDENDUM 2-2 f �`. �'' •}gin s • y ".•r ...7+,rTr{'.+w.�1>',rb .n- t3,. t 1; ..t^^,+..,.,.wr.aenws,ap+,awaw*�N.+..•s uaMe..,^'*. t,K.},.. +:'i,,y.y...,�s7,..'r«..n r.-lxFr;-:;',�••nr�.f n„s. yi•'t''+�'`JZ}`,�-.r-f.` ,,:, �'wt A1i)•:7'tt':;,:, ,;i a t '1 i7 il. � t.. s,ta.s 31�?;i\�4, ^lrYY 7,f'�t,.1�1.-��,S;K.ys!':f.r a •'� i•~r �.i•` 4 ..K'S5 :g'.i!'+'L9 �' �'" �x�'t,x� t`,i•, 't r, :< tt. }'i: i+, t.Sj. ?r :Lf, +J.t....:.h'•.},. „.17.'v ..:}•I,i tr.,;.,,,t=,.+,„r'!t� .p,H. ,S;^y4 w,*�cR. >`t .:.r,: + .r d '�r ) '�. ,+r••,t y� � ''r 4 i , ; "M�'.• .s4.; ,r. ?� 1. �+' ^,},S.r :Y,',.,;:.a;,;;.t,,r„,1 7=,2,,,.a,.. 6 +� :V, "" �`?:.fi.•d�.4r•+f ;,:t' ''3677 + �•.„'ry 1' '+, �r .k.. + '.x. .{; f .}.yi7L t5t +«i,,.: ..i "�r<••:•..•It. ?='f� `' } 1'l.: .e "� � {,@ ,,•t,.,r:" ry r t ar, r:�' t t t 1 v 1 .s,,, ..f ,+ .,r '�`J�Y. 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' �{?. , t�,.�, n+:`.: t`r'.'�; •.4'.s.4 t ry u r ..t,.�rt! .�1 t'.ritd`� .'.r7,:it 2x'+k.;�o>?'l;fY,,,• ,�+'%��;,�3r�.'7� ��wM.` ,S ?�.,�'�#�. l n 4 r '< r r3{ ^f , ;a S r a, r >�,y,� �' t yt ,#`:.-��,.�°�'1"�.c }'�� (�,�+• ylflkt��, ,{ , .�(,'f., A 4 ..1. 1 .t } ,l :S ;� 7 1 #'�,' 'C ry 7 t .�)r tf''•1 + •+,: YIf l',`,P `4 , ';, t•.t Wj f' 'IV f� i. .:) t'{r't} ,, }.•!,!•>j'k ILr, .1 X, s 7 ✓ k r ! s . . `! .< .tt , t i, w, iiWe. :. .. ...,. ...,................r+.elMr.'.ww rr,•en.....uuv�,a,...,u „ .... ........ t !�'f�iTFF*('t Wia.'�11tY{f�$�1Y8�iA1Yf'!!MY,-.4,WwYO1a:w•uuv w,..v'r..«a.�i..:...�.e. . ..........,. ............... ...,...a ., ..nr,,.,u.: ..:, .....:.....:.. ... .. �' y s: WATER POLLUTION CONTROL FACILITY MANSION CITY OF JEFFERSON,MISSOURI t tsr , Control Power Transformers: Adequately sized with integral Primary and Be Con secondary fusing. Control power transformers shall be Class 9070, Type TF manufactured by Square D Company(P alatine,Ill.)or equal. status indicators and Form C. 24 VDC Power Supplies: Switching type with LED shall be SDN Series - C contacts for alarm conditions. Power supplies t manufactured by Solo/Hevi-Duty,EGS Electrical Group(Skokie,Ill.)or equal. 13. Add Section 13485-Input/Output List ,paragraph 3.2.A a"350 '} 14. Section 16157-Variable Frequency Drive Controllers � char "g to"250" ' 15. Section 16157-Variable Frequency Drive Controllers,paragrap h 2.2.H, delete"By- 4 pass Contactor with motor branch fusing„ J quency Drive Control lers,paragraph 2.33,replace the 16. Section 16157-Variable Fre last sentence with"The main breaker for these drives shall be furnished as called for ,r WA I in 2.2.H of this section." E, CHANGES TO DRAWINGS "t 17. Sheet 5-23,add Nate 4: "Provide handrail along entire length�of south wall of SBR" ,:,��•;:;.�,i.,, ' 18. Sheet A-10,Key Note 5, change"5 shelves"to"6 shelves" ' 19. Sheet A-16, South Elevation(B1),change"TOC Parapet"to"Tap of Parapet" 20. Sheet A-16, all elevation views(Al,B1, C1, D1), change elevation of Top of Parapet to 581 -2 1/2 t 21. Sheet A-16,North Elevation(D1), change 10'-9 3/4" to 7'-9 1/4" t 22. Sheet A- change 18'-11 3/4" to 16'-2 1/2" and change 23'-11 16,East Elevation(C 1), 3/4" to 21'-2 1/2" c .. 23. Sheet A-16, South Elevation(B1),change T-9" to T-9 1/4" and c han ge 23'-I1 3/4" to 21'-2 1/2" «#:,' to 20'-8 1/2" Elevation change 23-5 3/4" West Ele (Al),), 24. Sheet A-16, ( 25. Sheet A-35, add to the drawing the Laboratory Equipment Schedule that follows this thy t' addendumY; ,�: Y:;. ms's to 1'-0" Foundation detail,change thickness dimension `?t �``` 26. Sheet M-17 Valve Pit F 27. Sheet M-25 Detail S-15, change"32" S.S. Pipe"to"32" C.S. Pipe" k2 + t ADDENDUM 2-3 C5.4199-00 . 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RELATED DOCUMENTS ` A. Drawings and general provisions of the Contract and Division 1 Specification Sections, f; apply to this Section. 1.2 SUN54ARY A. This Section includes the following: t } I. Laboratory pegboards. �s ,� �, 2. Wall-mounted adjustable shelving. ,] ,��X��f�,i{e tt,, •'rC J 1.3 SUBMITTALS Y�'0,�,''�r#:�ISY}5...,mot t 111 A. Product Data: Submit manufacturer's product data instructions for installation and ¢ r 111i maintenance♦ C:�r 3;iYhi l• i PART 2 -PRODUCTS ,5 2.1 PRODUCTS (1 ” A. Laboratory Pegboards r 1. Basis of Design: Kewaunee Pegboard: k.' . acs..t��':�Fa.j, ,•,. a. Part No.: K7-1905-00 `i b. Length: 32";No. of pegs: 53. r �r B. Wall-mounted Adjustable Shelving h' 1. Basis of Design: Kewaunee Shelving System: qr °' a. Uprights: Part No. KF-0170-04 1) Number: Two per assembly; see drawings for total number of assemblies required. Y'.i^A] >:i ' k,` ' } b. 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This Section includes the following: 1. Ranges. i .. ate �•.: : , ' 2. Range hoods. i 3. Microwave ovens. ' 4. Refrigerator/freezer. B. See Division 15 Sections for natural gas, water distribution, drainage and vent piping ' and plumbing fixtures. C. See Division 16 Sections for electrical services and connections to residential appliances. �iilYFs�: �rtl'tcilr,tti 1.2 SUBMITTALS ;�c'i' '334a?"" A. Product Data: For each product indicated. h:; .,y,� 4 1.3 QUALITY ASSURANCE A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in ��€ rp . , NFPA 70, Article 100, by a testing agency acceptable to authorities having 4r jurisdiction, and marked for intended use. ' .. r' > B. UL and NEMA Compliance: Provide electrical components required as part of residential appliances that are listed and labeled b UL and that comply with PP Y P Y applicable NEMA standards. q;x : C. AGA and ANSI Standards: Provide bumin appliances as- ances that carry the design g g PP ,��s <x}��,• certification seal of AGA and that comply with ANSI Z21-Series standards. : °ta ' } �r { D. AHAM Standards: ns„a�a�•t7, 1. Refrigerators and Freezers: Total volume and shelf area ratings certified according to ANSI/AHAM HRF-1. r• E. Energy Ratings: Provide residential appliances that carry labels indicating energy-cost timated annual operating costs and efficient information as required b analysis (es pe 8 ) Y q Y -Y:• the Federal Trade Commission. �t CS-4199-00 11451- 1 KITCHEN APPLIANCES �, r. R'' ?` Y, RO 05/08/01 In tc�i',r-�'':S-•..,d.4'r"""9w^+t"wyrw"wsK"^�„ r ,r7:?• r � 2+ r: 'a ,k' r; :7 t Est r •,r ':t ( x�,, :i...r ;t yo-`•. -4 t:'(.' u. e a k,,�, a irr �'!^� :,':, rt.t,. v' ,,. ,.� •_' � �r .� L Cr¢ �r v. t,y. .�.. :,YA�`r1-` ':a:"t,fp. rri X. �, {' 'y ,s�' ��'.�• s, 4✓�{c-tt' f.! �hy �i" S J'"<',.� ..�Y' n't?•;-'.,F_h t a, ,1 S1 S. 1;s t' 1 •9 ra t t. 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F r"�ti�.-rtn w ' �r at1,tc': ytb'- •,�,$.:;vyl•t�: .i >;, ,.T�ti�>`��...€ p'« '<t't�d rS. r^ S , r;t'4 .t., s;; 7 t rr.ikylltr '�r.7i'.:rs#i •�'zi'" �u;.�x ,".�i}id �ti } h' .i't•<a i&�ix �' i��*:'A''s'',t;ii��s{�", +'+ ti.r tt 4 .s t t ,K .2 , A; / t. >'�o-{r'T,:;{?f�'a11ui�i,4 •,t 1 � �' �, °'?�, '. t,d,Y?,:�' JSW,.yt`;i':« ,�{' (p'Idr,i.1,'flf.1 +..tr 1 '{ .Yt I.t:•r S y d. t r Y�` 3+'?3, k Y4t�t" 2tf,•✓tx4S2 4;!3E ,.t i. t s i't ,c, t tY' t i '' t .t#'i * ',a"��tGt A,,.yTir 3 f��ls 3 r. t y }t.4 1 �. t't r ',t' l� .{� ,, ?.' ' •�.es ��,::4t�t '3 � {:'t''t .wn.e+«r„b'�aa-•.r,.,•t..+-.i;.n..r..,....,...'...a:r.t,f.:.11L-.,.,,.'a1<...t.�uc..,K}ji�:i`,fiwW..JJ.f,�'wTr t 7(�l.R"y G 1. . WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI :t:'r.jirvrf:r. 14 DELIVERY A. Deliver appliances only after utility rough-in is complete and construction in spaces to receive appliances is substantially complete and ready for installation. r<r'�dt' ! . 1.5 WARRANTY R A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to y; ;a<, ; repair or replace appliance that fails in materials and workmanship within specified warranty period. 1. Microwave Oven: 10-year limited warranty for in-home service on defects int; magnetron tube. " 2. Refri � gerator/Freezer: Five-year limited warranty on sealed refrigeration .s stem ��1�,�f'•fit:;;";�` Y PART 2 -PRODUCTS GAS RANGE A. With four-burner cooktop and oven and broiler, design certified and listed b AGA. r y M. : 1 1. Basis-of-Design Product: GE JGBP86WEBWW - GE Profile 30" Spectra Free- Standing Gas Range. 2. Width: 30 inches(762 mm). C u(s• 3. Type: Freestandingr- !! r ;! a 4. Oven Cleaning: Self. 5. Color: White on white. F B. Microwave Oven: UL listed. ` � 15`1•.H-tyj �1.�1�` � 1• Basis-of-Design gn Product: GE 1660WB GE Profile 1.6 Cu Ft Full Size Microwave Oven, dr�r 2. Type: Countertop. ;: "{rN'�`';;> 3. Capacity: 1.6 cu. ft. (0.042 cu. m). 21d i,� R �, t' 4. Wattage: 1100 W. t 5. Color: White on white. _ t �t ik C. Exhaust Hood: UL listed. 3��` �J�, ,;„ • I. Basis-of-Design Product: GE JV347XWW -GE Deluxe Range Hood ' ` 2. Width: 30 inch(762 mm). `''} 3. Type: Recirculating,nonventing. 4. Fan Speed: Three-speed. j 5. Exhaust: Horizontal. rYa; 6. Color: White. : ? i C54199-00 11451-2 KITCHEN APPLIANCES ,.;• �:,�; RO 05/08/01 I� f r; •Nrh t t�` Az :y ,tt•"r( 'fG"s't«"�..� ,,,,r' Y •q r�....,..:r.r,t0.-r.r. •r-:>.� :t `.. '�:°•,5s}, .� .�r ,m f ;u`�,fy�:rd's ti' ,-�'.{^.,,�:/�+3,, H.YtZ'�a'`°•,;y Y�"i,r�b� ;t't at, t 7 t• {:r,,t..<;,+,rt..a✓. t'ty� �t S s+- .�,�,{;f,c�'r.' .:, ?".">t..s.", ;7 R , t u �.,.t"j,:;.1. :.r;.. I'MPY.g ,/:.1 "1S �,•` '" � ,G r '}. i' r,t'i•'.�;1F?' N 4�. ?:....+.. •C.:'�+T'j y.. s ,ys'•' �,,y .t a S 5, ;'(r.:i"t 45r :1:+,. :t� 1,;.. i f :.•1, ,,A t ,. .t S,�� .,..4,4' c', .fi„ asi.'.S`i •a r' ,} 4�;;ti,, ::r:, ,s. i.' ;�'�. ',✓ .srE :ITf)fir,aR\<.F' 7'Tr• I,� i .t, rl,+ ..t t. t, 5,,. i?...r.�: '1._.l}S 'i';:. br Ytr }t;tjt zr')'. i ti lov-o if w Ni Y 14 'x IV WATER POLLUTION CONTROL FACILITY EXPANSION MISSOURI CITY0FJ R NI i 't 7. Options: Nonvented configuration and filter kit. D. Reffigerator/Freezer: Freestanding,two-door refrigerator with freezer,UL listed. 1. Basis-of-Design Product: GE T13X2 I JIBWW - GE "J" Series 20.6 Cu Ft . Top Mount,No Frost Refrigerator with Icemaker. 2. Type: Top-mounted freezer. 3. Defrosting: Frost free. 4. Fresh Food Compartment Volume: 14.25 cubic feet. 5. Freezer Compartment Volume: 6.30 cubic feet. 6. Color: White on white. 7. Options: Factory installed automatic icemaker. PART 3 -EXECUTION 3.1 INSTALLATION A. Freestanding Appliances: Place in final locations after finishes have been completed in each area. Verify that clearances are adequate to properly operate equipment. Balance appliances and make all connections so that appliances function properly. END OF SECTION 11451 Rg 1 27 M mli C5-4199-00 11451- 3 KITCHEN APPLIANCES k RO 05/08/01 S 01 t 1.1 -W IM �11 r:s ;!', .Tt t'tw{i,�, r� •:�e: e !;., ,x�`"';zz >fj�r.�.••;r;,.;� t. }.� 'N,. F,th, t:'f +'�',�r X Y,.ti<d.`F`t �irf.� tf »}.;61,r}t .S .iAb 7.. .y�•.f:2 S' fl ..% x.+�I; t,' t l;. J'SE ht }., �t1 Y;{,x'�4 r155.. YY itk�rty��K. Y .1 ,•,ty.,,�,•',.#�t A °, v,4S r^;f°''2'``b:4tY.'`<'Y} `�r'ti FS.r: ;l?f,•t?,,, S,i n;t a� ti•-e5'?'.'1{=,<`+,:..r. �.�:;� '�`1.- r,P. .°�-•.{3�."�?t.jtt '{ti� Fu1;,y+1`'`sc+�'jc.t��lt j�1. �S��• � ,;!},i{ �$l s r:,µ� giz\3�!ti li' .�(Ja E,v\t°*.r, 7 �.'S '�F t! ! �t, '� p, 7 ¢. , k }��''tt }'} 5 77;, y.4 C A.t 1 t 1 1 A v .t s �, ,r .tr Fg,` •1};i*1.r,`:;'•:wtE'?,Ik r� ah,'�}(,A7! r?12r"n ;4�,''�«Y:4tt y1!;,, ar• \ w1 t t,.. A," t },r. t .G ,5) @. 4 ,,, t,>,; isa�. ri i•,,,.('Cy yt , t. i ti rr?tYl�� !t , 't p ( �, i r 3 t t a p,. x ,�.yt t.°' °' 't` `'S5c ��j5 _'r .t}-•,s��n�;��t,,r '#'iy t 1.1i,qti° k' ,�. t ) t. '� :.}.'. f�StK Y i,'1#A`�\rc�fi}11�v,,�t:�y 7v �t�',7�'3�'t°.. 'J f .�,; '� ,ti w :�?3• ••1'°'�Si��;',;•3'G'`\<tlri,.!:�,�r! tt 1�, yi P •' i�S 1 r t 7 {r nt sl t i'�la t�' l/.ref'\:y.;i��yiq�`t d�iN`1",+�+,�_'� 't.`�, 'tY� � +i,1�f 'ii;Y } }„ b� �' .'ry'� ;a I I t •y 4M{ i rt..n � �''F t•ai;�'y?'n .`�"'' .9.a.� :;•,�' "�,5}t � �'� `�', ; i.;., +7 �+. k. t•' t + 't 4.:°., ( 1{ r } .i" ��'� �;G.t .T�;}:ttf r i�i.:;.>;1S% x.tY.z�°' l+rit�,rR a ,•S. y�#- ��. F�; .:S' ,�.. '.J,�: r k 3 'l:. u"' 't •a t'1 it,-°i :x"j,,.,(.fc;�:?�!F ; °':i4�.ti•'t '45tt 't�Ja'..x:b,S,}},:.trot, .°i !<r}3'�}'��y�i�,."}.y,E.v,.�+��.r i vt'•. +l.e r:,r { t) t', 't: 7 a 1' ;,r !,t 7 rn..s,i, i.;trtj•qtr R I-r"•, I�. 5r.�'ys .d„ 5 VV o �' ' jj ar�Sl� r ,,};_;�y. ��Z',.1-'a�:'1!t1�5' k.:7� } ?�'j� r _. t fir, .1ztll.. •i t5. .! 1 r4 7 .y s4 xS �! i '.is ya�.,.�:rti5° ,:l✓�� ,x,,h��.5, r1 ,r' zt• ��'tta:';C�4,q *i{.7t tN'i�„t ��' f °��`r v<'.f� 5 t.t:s�..r.ti ,s... ''r . > f�,t 'i:tR r�;..,i! .,r.. f t:. .q r�; } � :JF'°`,ft iv.��7, 1,.k`,p 1 {' l.dia*`,�.. i�;,{�Y �KZ{ `'"1��t�I{�P.��°.tLSf4±.,±e'l::fr, t. { r.{ k : i r� t .: r�iRNw.Nkw.S...+..,.w+•:.",a,..:ws.,.z a.l,,.1.1..L:a:w�«+rsJ:AMidtXNL`taC2,M.i/tiif��lSi.6iab)ia:.'.iii+kt�saX++..:1.iti,ua`,f�!w.i.:�':,ih±i "7'�Y�ct:}t'tfGii�'.ora,�iw� ,.c.x •aa.,G+yri+lLi•,c,�:(w:'tic,:. rr.i.5ir,.}:ti�r�„ar.;iiww.s..w........-,.at:La..._..-is.,.;..:t;.,min.+6YiN'14'v5�ai'f+1A7�lfitttiici<.r }b,t, �. WATER POLLUTION CONTROL FACILITY EXP ANSION " CITY OF JEFFERSON,MI r; WM " T� 1ric, ,f ,*, .j 499 caitrt2"' T$i' a SECTION 13485—INPUT/OUTPUT LIST i PART 1 -GENERAL ' q 't I 1.1 SUMMARY }� ' Section lists the discrete and analog input and output points hardwired to the ;r A. This programmable logic controllers. This list is provided as a convenience to the Contractor and may not include all required hardwired inputs and outputs that are otherwise shown or specified in the Contract Documents.'♦) of\�5••�t",(i'S1YS/{Py�l%f:Wei;�:• B. Related Sections: The following Sections contain requirements that relate to this ' f1 • t Section: 3 — Instruments, for discrete and analog element wiring` 1. Section 13420 Instrum , 8 8 Y�, : V requirements, 2. Section 13430 — Control Panels, for control panel construction and layoutia •r= �,,,,.,„': t requirements. 3. Section 13455 — Programmable Logic Controllers, for discrete and analog input/output module requirements. gr - 1k,3 IRIM 1.2 REFERENCES A. National Fire Protection Association(NFPA): :�� 1rzpp y3 J tIN 41, 1. NFPA 70—National Electric Code®(NEC). fA�gt',7 x•.�+'qti+�Gff. 1.3 SUBMITTALS t . A. Project Record Documents: 1. Submit complete programming documentation for each programmable logic + r lut P P �g controller on CD-ROM. Documentation shall include fully annotated reports and description comments. Full sequence of operation shall be contained in running . :,=k ` rtt 1 comments. Description and reports shall be cross-referenced. #;• . CS-4199-00 13485-1 INPUT/OUTPUT LIST t R0—518101 I g. v! ^4• A'v,yA R7"fi! "r 4gYt�.yRT'•'� , ,t„ cl 1 `'SUr;�t "'r'kj; �,'";S ,M1 e"~ �tc�13,�'`5• .r 4tF�l 1 +t{�r t:id;T 1,41 p�'b4'T> ( '.. �'' S1f.,•ti f 'r p i .d.^j ' 'r.tk"i ' f; � r,�p, Jr�'i,�l� �� ;�t1�•f{f"•+Y ,t xs�� k j ,ky E¢ c r`d;.�S"a�) !s,!{'�'A! S kf`:a• G t•xt%&�, 'tz i '! y3�'tet ':ls's '2..6(of k e;+i';,�&"Y �9� r �' � r r u.�4M• � d� Yi. \ S :� iE 44,�1�.' ! ' Sr t rr, ; t t �)/°�"Q�y yierY } 1�•'„ant iiSi s• !•it��<rA t'. 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Sf`,t41,Lr#.t,••aE%Ji4i ii ..i` r �y?`�i✓t 4. }�+ 5 7A,' ,X,. ,�hfr ..}H1' .� �' it.t't �1! t t {74 .i �`''' r ! i. 1.F if i 7 ,r,z' '��,,J,' e.. q, ".i• ,��. ,oS+f ty,' .. e x 7 t 1' t'k w'' �° rl• E Y .(i ' .. f ) `:r, ..I l..Y ''J A= �'Yt "1 1�'I�tS3'.''gt,'.{y'}1`�'i,'a�i}fi�.151. �.'��°�: t t t { } •r.a�fl�tF'„:A1.4W rnMNx,Y .ilYr.:...Ui.b.u }...,;..v';_.;. .: '. _..... ....,..... .. ..........,. ...»,.....,,., .,w.„,.,...M....._.,...,. ..._..... .,. ... t WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI � 1` 1.4 QUALITY ASSURANCE A. Regulatory Requirements: 1. Electrical Component Standard: Provide components that comply with NFPA 70 and that are listed and labeled by T.JL. 2. Listing and Labeling: Provide electrically operated components specified in this Section that are listed and labeled as defined in the NEC,Article 100. 1.5 COORDINATION AND SCHEDULING I A. Coordinate the installation of PLCs with the installation of relevant electrical and instrumentation components. PART 2- PRODUCTS r : NOT USED 4 ` +t PART 3 EXECUTION ; LL <1 t 3.1 HEADWORKS PLC (02-MCP-002) Discrete Inputs 1. Control Panel(02-MCP-002)D oor Open 2. Modem Channel A Error E,.`'•:zj f 3. Modem Channel A Impending Fault Detect i 4. Modem Channel B Error 5. Modem Channel B Impending Fault Detect 6. Control Panel High Temperature Alarm ' 7. Control Panel Low Temperature Alarm 8. Control Panel Air Conditioner Fail Alarm 9. Influent Channel High Level Warning (02-LSH-211) an a ' f 10. Influent Channel High Level Alarm(02-LSHH-211) 218 02 Analyzer 11. Headworks LEL -AIT- � Y ( ) Diagnostic Failure } 12. Headworks H2S Analyzer(02-AIT-219) Diagnostic Failure 13. Westinghouse Flowmeter(02-FIT-208)HART Failure 14. Walnut Street East Flowmeter(02-FIT-209)HART Failure ' 15. Walnut Street West Flowmeter(02-F1T-210)HAFT Failure 16.Plant Water Pressure Transmitter(04-PIT-608)HART Failure 17. Effluent Pump Station High Level Alarm(04-LSH-609) `FSt ' 18. Effluent Pump Station Low Level Alarm (04-LSL-609) ' 19. Spare C54199-00 13485-2 INPUT/OUTPUT LIST RO 5/8/01 �"';� �W „'Yt'�V12C11•,KS�i1Iw7N19;'%'Aft;kcJl�{RC.KRA"tirNhMWw,w.u,..�, .._... ....».wnn.,�x.,...N..0}.}.M ?!y1 .1,• fij, t ' zh t 71 ' WATER POLLUTION CONTROL FACHM EXPANSION CITY OF JEFFERSON,MISSOURI 20. Spare 1 !1 21. Spare 22. Spare i 23. Spare 24. Spare � Discrete Outputs � 1. Influent Sampler Flow Paced Contact Closure 2. Effluent Sampler Flaw Paced Contact Closure , 4. Spare Analog Inputs 1. Westinghouse Pump Station Flow(02-FIT-208) ! 2. Walnut Street Pump Station East Flow(02-FIT-209) I al 3. Wnut Street Pump Station West Flaw(02-FIT-210) 4. Headworks LEL Level(02-AIT41-18) 5. Headworlss H2S Level(02-AIT-219) � 6. Plant Water Pressure(04-PIT-608) f y.... 7. Effluent Pump Station Level(04-LIT-610) 8. Spare - Analog Outputs !, 1. Spare 2. Spare DeviceNet(Network D2) 1. Incoming Power Monitor 2. PER Water Pump#1 [04-PMP-601] Starter j 3. Plant Water Pump#2 [04-PMP-602] Starter 4. High Water Effluent Pump#1 [04-PMP-603] Starter 5. High Water Effluent Pump#2 [04-PMP-604) Starter 6. High Water Effluent Pump#3 [04-PMP-605) Starter } 7. High Water Effluent Pump#4 [04-PMP-606] Starter 8. Sludge Loading Area Exhaust Fan#1 (EF-001) ! 9. Sludge Loading Area Exhaust Fan#2 (EF-002) 10. Sludge Loading Area Exhaust Fan#3 (EF-003) 11. Sludge Loading Area Exhaust Fan#4 (EF-004) ' 12. MCC Roam Exhaust Fan(EF-005) 13. Blower Room Exhaust Fan#6 (EF-006) l 14. Blower Room Exhaust Fan#7 (EF-007) ,{ 15. Bar Screen PLC [02-LCP-202] 16. High Water Effluent Pump DeviceNet 1/0 Block[44-LCP-601] ' 1 t DeviceNet(Network D3) ! 1. Manual Bar Screen Influent Slide Gate [02-SLG-201] 2, Mechanical Bar Screen#2 Influent Slide Gate [02-SLG-202] „t 3, Mfechanical Bar Screen#1 Influent Slide Gate [02-SLG-203] C5-4199-00 13485-3 INPUt/OUTPUT LIST - x;. f RO-5/8/01 ri a t rJ y f p l 6'r � ('."NA"'k f >'yli v�j,..1,,tlij rrAv't zL.i.;: +.� { 'tn, .6 "':4 r,, ;, §.at zr', t t:'/ �f :j�t ' A•.- x 715•",-h' �5.�'!}. �.r.tri , ,•�; {ta.)y u(��` {' )}.�:,,r'f'•p j5,, r>_ F ,i,.n +i it tt'� ,x.'. d it',•^ti::Sw`. 5�y 5+....�,"{}>• k'{vY,+t�3 ,"{!ITV r1 ?'�� 3+by�r ir•,•\•+ .�i`''•'.i. yt+'t. .,��Y{,4.:{ 1r�j i1•t,icy { 1. ; Y +! •.'{ :x' 1. � kf sy:,I�isy„ r :�(Y"S.,YJ te la`�� D ` �+ 1, �.. ,.V,1• ,,�•LL,,,,(`� t � ,�,�..�,v } ..� 'I�� r I _.r k tt�;, r, n- 3, 4. i w . ';4 )£'. !v>I•k� 'aat4i.4ti/tit'•1,?'..p',.s+ ..ty,::S. }. i { , '.4 Y. .4i+. ,,,,�",y';.ttf"i 1,5.. -'•t{,ri 1Z'k �t ;.:.�� .<,=rV"?it,rY` ii/-4+'r�: '�h4',� f �� iv� (. 1 .tit ('„�, et�-,�F .,�, 1� P'°tS•x t�'r 3:�: •r .,,. +x'A"�p'+isi •ttf'+r�.'•k.Fl^�1�t,t`i"?•,l'ti tiu�,��'?!�. _' r {,. .,' i� t,, r ,�{;.$ ., £ e'��,.�'. % �.�y7k,�y }+ r.��i �! r ry4 .�,�d�° �%'�t t �i s .�) .r I i a fekt ?! ' ,'=F�f+�it��:��:{(4 t3 R�1.•q'.rtp ;� d �, ,i::R ,*,;, d r'+.r.'s•+ i�'i'•:r ' s '(�`.`r., ) t ! %If t. ..rrt A,iFlt.r.,r`! •:��t =�b '��, , ;r!• +rdy ik.f h•!h r1%, 7 s,,a. r y e •" r , t ,7 tr t y .'Y � �k`�Y••:{'1��s k.,�•ty. s w (i i:'nr ,� •' '. r t.'i ?t_:.S _r tf• 1. ,x:+, :�4.��+',"C AA m..4`9"1NYI;yryjRfit+,.PnYA'Mf3{.,.M.Mi,r.y.Hr 41r..r„µtirv.rWV•,nMa4nY.I#+N+rr.,•tH{w4h•NYh:AS+YkIw„Yn.Yks+rt."R s,nrrat+.e..i.:✓. �( Y`, •,�.•.•. .. , .. ...-Y.,,....,,..s.,t3,r4FnYhhbibnNwt VatYIY.fWliri> w.t P '�'�� y� I, 'r i WATER POLLUTION CONTROL FACILITY MANSION CITY OF JEFFERSON,MISSOURI 1 4. Men Bar Screen Effluent Slide Gate[02-SLG-204] " 5. Mechanical Bar Screen#2 Effluent S ide Gate [02 SLG-205] 6. Mechanic Bar Screen 1 Effluent S de Gate } 7. Grit Chncel o ation Slide Gate [02-SLG-207] F 8. Grit System#2 Influent Slide Gate [02-SLG-308] 9. Grit S '!; ystem#1 Influent Slide Gate [02-SLG 10. Grit System#2 Influent Gate Y Slide '. 11. Grit System#1 Slide Gate [02-SL Influent M �k ,` G-3111 12. Grit System#1 PLC [02-LCP-301] 13. Grit System#2 PLC [02-LCP-302] ' 3.2 WATERING PLC EXISTING SLUDGE DE (07-MCP-003 n° ! Discrete Inputs Channel 1. Modem C t A Error .r 2. Modem Channel 1' i; ERR A Impending Fault Detect ,y 3. Modem Channel B Error ID C rttari, 4. Mode panne B Impending Fault Detect `�:� i 5. Return Flow Pump Station I€igh Level Alarm(05-LSHgi-803) 5. Return Flow Pump#I Motor Overload ' ; ° 4 } Return Flow Pump#2 Motor Overload g. 8. Spare END OF SECTION 13485 I I ,h •tFtfr.,l'.�I t {y�}+.�.Ytt�llkbllw�yr,S! }F•wYt yl,.t�t ;;, int r,= t I Y �e'�r ,34's��T".t ,011 ' t '��!� iii•=`'4�{�' r 4t C54199-00 13485-4 INPUTIOUTPUT LIST RA 518101 �y" $1 ,•,; _ .,y f..0 N. "* `,•,k, ��i yvF+ �!`•.,t S'�+t ' �t:tf fr�n4�,t n'r'.i} S+t ,'';t• t-+ .."4','iY^"S't!I..w.aa++nitrh.lnw,+iae.�,�gCV�;: .t e y J ,t+.iF..tr�' '+f^;:�i :'=ai i+ a •r �+, r s'y �c .l �, ,J•� xt y 't iph i`s.; „ 'f'yt'.fr _''71`101144'fir'✓. 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CITY OF JEFFERSON, MISSOURI 3 ` TABLE OF CONTENTS Section Title fY Y` .4 VOLUME 1 of t +Iqt ' 00020 Invitation to Bid ar " 00100 Instructions to Bidders ;,1` ,r'�r ° ;1 00300 Bid Form k• 00411 Bid Bond&Bid 'Forms "�.. �":.:t 00500 Agreement 00600 Bonds and Certificates ' 00610 Perform ance Bond 00620 Payment Bond 00700 Standard General a.l Conditions of the Construction Contract 00800 Supplementary Conditions 00820 Federal and State Requirements y r`dP c DIVISION 1 GENERAL REQtJIREMENTS 01100 Summary 01230 Alternates 01310 Project Management and Coordination 01311 Partnering sF , 01320 Construction Progress Documentation J z, 01330 Submittal Procedures `%�,•t to°�''' 01400 Quality Requirements uirements 01500 Temporary Facilities and Controls C 01600 Product Requirements t 01700 Execution Requirements �{,. ��•�,. 01731 Cutting and Patching r��tJ�;i,+;s•. ';�, 01732 Selective Demolition 01770 Closeout Procedures t ,kit rj�ti��$�i'.,ri• '= DIVISION 2 SITEWORK 02080 Piped Utilities—Basic Materials and Methods ,' ; r+ );,,` 02221 Building Demolition ` } 02230 Site Clearing ° 02240 Dewatering 02260 Excavation Support and Protection 02300 Earthwork 02510 Water Distribution r 02530 Sanitary Sewerage 02553 Natural Gas Distribution4(r 02630 Storm Drainage •try e v 02741 Hot-Mix Asphalt Paving 02751 Cement Concrete Pavement ` { C5-4199-00 00010-1 TABLE OF CONTENTS j RO—3/19/01 r' 1 e'aYrar J. ry s s>!t. ,'�J 5. ,.7.•r5-5 n+v'4:. t i'. r,tf„t a 1.. vL :° rat fit,: .r,'r.3+ 1. t� ��yf{�� 1�. vx µ� t•') ��j,�: 1. :•.>'YZ",: �.J .•t.. `` :.l.l'.:2 a':j tt ,i�%:: fi3..1.. .r t t .l: '�', l' f •,s'f.'.i. f/ clt�Yt.'lf t ,. F ,ttr r i��,�(('' _ .rt to"N' ..i .. ,.t1ri Vii:.: . %;�'r L°+ry 1 , t l - {' S. 4': -:! ' .,1, h,{l.i.•.. 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I s. 03950` Concrete Tank Testingt,.: ' kx ; DIVISION 4—MASONRY r 04810 Unit Masonry Assemblies DIVISION 5 —METALS 0512 Steel ;�,Y =�E::f�,. ,�,:•,.j U Structural zr '�: 05300 Metal Roof Decking rT�` R' r : 05500 Metal Fabrications NI_, 05510 Metal 5rlss "' fairs 05521 Pipe and Tube Railings �V; �j, §" '` 0553 0 Gratingsk " } "tai,•'1'iyfit'P DIVISION 6—WOOD AND PLASTICS .tf,;r 06105 Miscellaneous eous Carpentry �wu•�# ' r':-t 06402 Interior Architectural ctural W e Woodwork � •< ��;��,fi�'„`��:„r DIVISION 7—THERMAL AND MOISTURE PROTECTION yL( �tar 07420 Aluminum Composite Panel System 07531 EPDM Single-Ply Membrane Roofing V' �A4t . Y.•Z;••�. 3 Fyfa 07610 Sheet Metal Roofing 07620 Sheet eet Metal Flashing 8c Trim 5 ur N;�i ulf 07720 Roof Accessories V 07841 Through-Penetration Firestop Systems 07842 Fire-Resistive Joint Systems 07920 Joint Sealants ` DIVISION 8—DOORS AND WINDOWS 08110 Steel Doors and Frames ;':r ' 08114 Stainless Steel Doors and Frames t r; 08125 Flush Aluminum Doors and Frames 08211 Flush Wood Doors ' 08311 Access Doors rIPI C5-4199-00 3 t"� 00010-2 TABLE OF CONTENTS RO—3/19/01 s xi.i3,,2�{''C,''�d(-tRfr�,'s'.'4�fs c�ii.'�%<'ti'F{•-;�•i°{?4yJ `t1,n(•.G•dtyr,,`may'•, i;`'4"s,'.'.1•.' r„i.. �r t 4 s .�vj r.^;;.+«:^MwctGi 'a'^.•.^3"Pj'"T4' :�'i;;nY.yrl�,.y+, s ',¢� ?x ,c..••Y !'� ..•�r �f4'�Xizti 4��lj;vy,.�`✓:ns,jbtST,lr r�..'k+.k;:tixlr+.fl F.f 4'i: .f F' 3 ki�h ts` Luf r .t F r• j i,4.Lr•ca.� �.<�'"• aH'�,.rl{„,:� f„�'�,�,.yyS �, •p.",� ,+t -t .,3.y Tyt.(`ze,i"`Z'Sn.,r:�' .t�.. ,.n., $ is ru,s ,a, r, :•.E k. .7 '�� r •w� ,r�w�+; , 5 i.z .�,r. ..,.5 .t � 'i r, s i ;,;t S A•.� t ,,{; e.'i;' t"4 !yy i i -f'.:+, ,.},. r,. �$. „, y- ,X,}- .�`,'�• v s h 7,I,''re '# t ,Y i N fY,:,:,. ri.,„ s F�1 ;,+ t Z`f '' Y �. )' '�' ,vi, f( i"i ,�,}ll.}• e 'S1'l ret '"t.�? 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H. ._r__.._ s m waww nw,.w+o w .>N .wi o.0 .,. a ScSwL✓.z 4k �ul4aa` }Y? t �9nl 't .�t i WATER POLLUTION CONTROL FACILITY EXPANSION .-� CITY OF JEFFERSON,MISSOURI TABLE OF CONTENTS Section Title qk li;l ,i 08331 Overhead Coiling Doors 08362 Horizontally Bi-Folding Doors 08410 Aluminum Entrances and Storefronts 08710 Finish Hardwarert1yF' '. 08800 Glazing 08920 Glazed Aluminum Curtain Walls { 08950 Translucent Wall Assemblies DIVISION 9—FINISHES 09255 Gypsum Board Assemblies l 09310 Ceramic Tile A 09402 Epoxy Terrazzo -., 09511 Acoustical Panel Ceilings t � � 09652 Sheet Vinyl Floor Coverings i f t e! 09678 Resilient Wall Base and Accessories 09681 Carpet Tile 09900 Painting i DIVISION 10—SPECIALTIES 10100 Visual Display Boards Di ': 10155 Toilet Compartments 10200 Louvers and Vents 10425 Interior Signs 10431 Site Sign 10505 Metal Lockers 10522 Fire Extinguishers, Cabinets, and Accessories '' �r It •+�'�+ 10671 M etal Storage Shelving ="Y `fia ,w�� rJf�iR•.e�I.i� .�i 10800 Toilet and Bath Accessories M ' r YM 10998 Miscellaneous Furnishing Items VOLUME 2 of 2 DIVISION 11 —EQUIPMENT YrtR ��•��f�v;�;.��='f;�•` 11132 Projection Screens �Ji�#�j�,itti: F• 3 (v'ii'i x�' 4:�•'' #•:;? 11285 Hydraulic Gates 11301 Composite Samplers `t}j' 11310 Submersible Pumps ;. 'r ;rt's 11311 Submersible Propeller Pumps f ;• 11312 Vertical Turbine Pumps +'. 11.320 Grit Removal Equipment 11330 Mechanical Screens 11331 Bar Racks C5-4199-00 00010-3 TABLE OF CONTENTS ' RO-3/19/01 rrt"sP� 1('lt �� r'AKjsip'i?Wry�!Swsn*.r»�,y^+ •im,.;*r'y y' :x T' :.s }'.fl.' '{r;, �, ,wTM• 'rr;9,J� v:jav, ir:�s, t�;a ,�. :a Ct.,f•�•:e'4' - + t " _ .r .{. i. .) '1r .•1"u X f.,r n L4 air 4. - t .3, .(. `I'. 4 "I `C fi''6Y' aJ i � .�{•.. � ,I Y�• ,.t'3'�.SR.t,S,yn .y;)+ . "'j.^. 'a�n>','.41:�: s i.=;}':ht i,, :iJ„ S.,':3 1 :.,!'.tr w• ,�:1.1.. .s:l,,h..3/� �':�,',r�rit S,.�,4��(�.,t,�LL__+��J.Y. �j tf .�1 q .,,�2�'• r,.,._�t•. ka r.. .S'k; f'.,c l."'t,+yy .•S(� .� :1 .c' I t ,a.;,., t f. F7 '.i....!>r,�n" ��'� �'r�ii'. + 1 rr. 4�..,••.�;; � ,�.t, ,S� ;;+}p.,1;'x,' �Ji1?r r ^:," •� ,:�11.:ert: r5_',.7. e. '4 r .4 `=(s' .>. ,•t+f'-'+ u; ''i"'r�., rtrt 'L...,�'', 'tr } 2�� ,.,5 ..',�. .�,t.. ,1' ..r. ;,f};drr� d.`, vr ' r ' ,`.'L'i•.. 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DIVISION 13 SPECIAL CONSTRUCTION 13100 Lightning Protection 't;,,r `+fu 13410 Basic Control Instrumentation Materials and Methods 'r{,, ;VF.x`'>. 13420 Instruments 13430 Control Panels 4 13445 Electric Valve and Gate Operatorsri 13450 Supervisory Control System �7` ' 13455 Programmable Logic Controllers t ,i DIVISION 14—CONVEYING SYSTEMS �.:i,f��.��.gqs�':,r, �r li rT1nY,i4,y4 Ui t4�rX 14551 Screenings Conveyor/Compactors 14620 Trolley Hoistst;,i;'`o;t� 11t UE'liN+*yi J 4t'.,.7y..•jS., DIVISION 15 —MECHANICAL M��(� 15011 Plumbing General Provisions }r' � ;a;?• 4 15012 Fire Protection General Provisions 15050 Basic Mechanical Materials and Methods f15055 Motors .a °",±' ai;';,'• i 15060 Hangers and Supports •; ' ` i 15061 Plumbing Pipe and Pipe Fittings—General 15075 Mechanical Identification 15080 Mechanical Insulation 15100 Valves 15135. Meters and Gages w 15161 Plumbing Pumps 15180 Variable Frequency Drive �t :. 15183 Refrigerant Piping 15220 Process Water and Waste Piping 15221 Ductile Iron Process Piping 15222 Carbon Steel Process Piping • r , Y1 C5-4199-00 00010-4 TABLE OF CONTENTS RO—3/19/01 lr .� mrn^,,^;_ ^:rp.. n±M'T"'3'!.?'' CLSt:r:.r'?.. .v5.v'nw•*^•-..+t•+--�••.+v,.».±+�+r-+.•. ,,R.•.,.,{�,MsKSrrY4C,;.:c�'`.••.,; r. 1'. t; +yy,b y. ljt{ ' 'r L:i7{.:. ,C�{.S •�1'`^• Yc.}.T"�. �, .1;.rr '.1•',f� r �1 S.� S :.�:'"'�, NKt., Y,:,,xl',�!?t�J'>i.{,',•,r� .t r .;J'- .�} 71..{�,i .t}»}.Ri 1>.:�t K. �.r., .,—.,c4,��..: Z.•x,�'�d:py' : t ;t'-1,t t r,:J } s, � r . X{ ,c; t•e u »'sa:.r?_�F��ati c, d •a,, 1 �'�.1�'� ,�. v ;�,sr ! ;�fi�i•:ky=.,ii '�'.a�.�i'>./,,j,,..ry'dz, �r''hi. , K,:• .r. a,,..i.{nC c ,s.'=t t .S ?t, .1'C.. 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Til• 1,�'jd t.j 4'^`4 +. a. kif.t,,y� ,r.v.., .,..:.i.. .... .....: .,:.�.,_.«..u.....:L,...,,ai..u«...,..,.,,.,.ct_..ua;u..�w t.a2f.t.�.:1s`:.�'w','as:n�.wii°,«iwailbQa x"�.�d.�t,��@{i•f; WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON MISSOURI ' {tl' TABLE OF CONTENTS yr c,t f t: yl ' Section Title 15223 PVC Process Piping ♦t� `. 144 15224 Stainless Steel Process Piping ;4T 1 15225 Fiberglass Process Piping 5'a;t4kwr r 15229 Process Piping Equipment and Valves 15241 Mechanical Vibration Controls and Seismic Restraints 15301 Fire Protection System 15412 Domestic Water Piping Systems 15414 Soil, Waste, and Sanitary Drain Piping, Vent Piping, and Appurtenances �Y'}!'``' 15415 Acid Resistant Piping and Appurtenances `;'%'x; 15416 Storm Drainage Piping 15418 Gas Piping and Appurtenances -' 15431 Drains,Cleanouts and Traps 15440 Plumbing Fixtures and Trimtk, f`A`',: 15446 Sump Pumpsutf7 'n 15453 Domestic Water Heaters 15457 Water Softeners t{ 'Ank='> 15481 Compressed Air System t_' 'f 15483 Vacuum Systems ;�t� -=1`' 15510 Hydronic Pipingut 15515 Water-Tube Boilers �� ti��±r 15540 Hydronic Pumps ; ,R �;��r� 1,{ r 3' 15561 Direct-Fired, Makeup Air Units �.�•ly tT 15671 Condensing Units ; ' ,• :,• 15761 Air Coils �' ',y�<`� 15762 Electric Radiatorsu'' ''' 15766 Cabinet Unit Heaters 15767 Propeller Unit Heaters ''H,'t` 15832 Finned-Tube Radiation 15845 Air Terminals „ 15853 Power Ventilators 4, ' 15854 Central-Station Air-Handling Units 15855 Diffusers, Registers, and Grilles Icy; 15886 Air Filters r 4 f° 15891 Metal Ductwork 4°Y 15900 HVAC Instrumentation and Controls ` 15910 Duct Accessories Y' �a 15940 Sequence of Operations 15990 Testing, Adjusting, and Balancing f t; CS-4199-00 00010-5 TABLE OF CONTENTS RO-3/19/01 4 ' ?','{ ��?at�Mw.n+'R.,:to'•e .t,,'.1 k 7 7. t,'r. .?S P:ftii,<.„V 2"�+k•'>+�l ".{x.'li'`♦+'4 aA�4:!.aC�`.'t'+s-tiF n,1.i,'f`tr t 3f<,L((°•i,,i;1`.,F'.j1,.`��'�..i,i•''"iq,'�rr f;#(.S!.{.;.�#al,:=�•,;4 h>�s{hA eil�.µ.f,:�d...,:�'+r)•ta.,x5;;.;{b,.5';�'i.,ro,j'..,.4',�e.-i,,.�M:iW;,c`r``iy1fi':"�`�.i N,?r{:,t r^l,traf'v-twi,.{,,.''a 1:vP,f,e.:,n,�`:.°:s;k'sA'�i.,f„:k'v L°k't Y,Af�,".(4 t'c.4.\.�t.t r.•y-?.>.4 q^r t Y 4`�fi,,�G;'1�t,i.,.;r;,S�.,:i'tf?,s t x.J�),t,3 t S 1'��ra..V:,t.:,i't.ri',s,,44 7 r„::�a tn`..,,,,i a f 1..,Z:f J f s5.-1 nv J...:S',t t tJ+J•v:.,i�.:s`&(';v't e.d i<{C r?.r{(„ro.,'4..r:.I tA.,,,.:'.".1rq,,..„.'',..t rte)e S}k 7.J,,(�u r�,.t•ts-,.,i,('iy✓,,,r,,v tnz1�.t c rrr-rt"..t t"l{"'.-F if! -.r•+..,±y f�.+'wr.p t ;.l!f i r.'.,4.,y.i.f�%f,t.C;`..,r t:',...i.�5:,.-<..+,Y•,�a_,-^r:1<.•;t::.:,,.«.d?v"�,:3 r`<�.'a:'..',�,.�kiMa,S;f=ri:-'n'1.�rtS,i•.•,r1iti•s:.'r..a•t ry,}q,;",;rti:;)}.�„,.a.,t d;•,�.'<.,;j�'f,l:tir�v�.".r.y..o,'.�T}(�1;:t.;,4,a,7 y It...Y;:,a!tft'�,r'-a l,.��r,x°'..¢L#:'�}a:,l�lze..c{,ri.4a�r�l...Y;•��,.„nt t1,'7.�*/i.•4•('."5F,'r•t.} - gill w7r .?-.,{''�;.j;'.;.5,pl t'�r..,k y,•.�c.':,,�,,s,-ti.:B a s .•1~,..CSS1 1«r>...;.d"e r,,!.+,,....,t..t�,v}r`'? r,t.*,i 1+�e.f , 'C i>�1 ia`t t'�,''?yN�a<�1!�}t�1�1'�n!9`.sr,*�kr,,�,a'•L�+,,Yh 4 4�•.(0y,4a k i•;...R'T•y.�;�lY S;7}n.:)„._+.•,' :•.- n•',,�%,•...�y, '. ,. � .•�i� 3, .:{,za.'.4 raU .} ter •yf'r< ..U,.`r '..1., a i 'l ; �t 2 ,. .C'a t.E,' n.,1.Y:,, ,.,{,P,�;_ �• [i... y�r rr f1��;,� �. 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" 16110 Raceways Wires and Cables 16130 Electrical Boxes and Fittings '; ? 16140 Wiring Devices '' �"��"':7lri�i 3"• �T 16157 Variable Frequency Drive Controllers M r t, .��• 16160 Panelboards 16161 Low Voltag e Switchboards ct',{�.' r-• 16170 Motor and Circuit Disconnects `'' jf `^- { 16190 Supporting Devices 16195 Electrical Identification s. �_y' `'"- 16264 Uninterruptible Power Supply `fl, .+; 16289 Transient Voltage Suppression4 + 16300 Medium Voltage Cable +` i ; + 16321 Distribution Transformers -, ry; ° ; 16450 Grounding , r 's �rkt',.` . 16461 Dry-Type Transformers (600 V and Less) " , W 16470 Dry-Type Unit Substation TransformerF;,i»y � x3i�' 16481 Individual Motor Controls and Auxiliaries �:�i�� :�>,�t • 16482 Motor Control Centers E( 16495 Transfer Switches Lighting 165 0 F 0 16620 Emergency Power Systems 16855 Electrical Heating Cable I' 16999 Electrical Schedulesif5V''Y" r} Ali a ��rt'ti,t`(•�"5�`}.i�'1�'��. 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"i ti rJs .*.,.1..5'i•. •.:,f:1µ" 77tt�� .y.' s. °.t;,;`••r'7�'i",'`.t.l .9. ,.�?`F° ,<s c. :(, c7`.1u:,-.,�A7',,,. �'M�.: ,Uns..., d i?` ^t`�V' •1�1.1 'r•9;f' ,f.• r5, y' f :'i Y,st% ,+yr.. ,l r,,, ',1,''ofa,F, ,v�:�:3�',;•,4.. rrt,.'.;;•,X,G�;'��1!«.:N e�;r:r� �•+s�;. ....,a,,.«. y} �. } + fJ '�5 '�rqt I ( � � 1 + u 1 }t^"7 t�•{Y f t ",44 rt • �' � :� )� q1 �' �'F .. s -..Y i t,.rrrr tz•/ Sd/ i , s , r ::r,� ._..._.,. ._ ...,_. :......,... n, ..,,.......,v,,,.,,.....,......:._.,... ... .. _......,.—.-..t.«...., w.e;µe+,.na.nw..•..+.:wJ ,,..w...w,.t ._.f,...,t S .t. t'f i IjdC 51 WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI DOCUMENT 00300 -SID FORM Project Identification: Water Pollution Control Facility Expansion ") City of Jefferson Missouri This Bid is Submitted.to: City of Jefferson, Missouri < I 320 East McCarty Street ,, t r Jefferson City, Missouri 65101 1.01 Tine undersigned Bidder proposes and agrees, if this Bid is accepted, to enter into an Agreement with OWNER in the form included in the Bidding Documents to perform all Work as specified or indicated in the Bidding Documents for the P•, Pe � g prices and within the times indicated in this Bid and in accordance with the other terms and conditions of the Bidding Documents. i2.01 Bidder accepts all of the terms and conditions of the Advertisement or Invitation to Bid and Instructions to Bidders,including without limitation those dealing with the disposition of Bid security. The Bid will remain subject to acceptance for 60 days after the Bid opening,or for such longer period of time that Bidder may agree to in writing upon request of OWNER, I ICY,:y�jf'�y�'�fy:T•i.,Y �}YZk ail}r St rt4 ti• �. 3.01 In submitting this Bid,Bidder represents, as set forth in the Agreement,that: (ys,:,�s,.,••s>�z... , A. Bidder has examined and carefully studied the Bidding Documents, the other related data identified in the Bidding Documents, and the following Addenda, receipt of `�'., '. a which is hereby acknowledged: Addendum Number Addendum Date B. Bidder has visited the Site and become familiar with and is satisfied as to the general, ' local and Site conditions that may affect cost, progress, and performance of the Work. { C. Bidder is familiar with and is satisfied as to all federal, state and local Laws and .t, .;a° ` << ',- ,;4, f, Regulations that may affect cost, progress, and performance of the Work, D. Bidder has carefull studied all: 1 reports of explorations and tests of subsurface: {T`Y ' t, conditions at or contiguous to the Site and all drawings of physical conditions in or j+ r' n�tk�y•.; relating to existing surface or subsurface structures at or contiguous to the Site '}a t (except Underground Facilities) which have been identified in the Supplementary C5-4199-00 00300-1 � � X BID FORM ;.? RO— 3/19/01 �r f rift d.� 7�i�i�,3;;a/ !2 s 'r"'p ,, � i r t '+ •r4. � �+ Jr...+..."'. ""'r*'.rnf:vw+,.> 4��marae!epwa r t.a °,iSrh;`wo. '+ty'�F L�: ��x�'��. ,as.y �.�:f»� .;p ��, r' ,, 3 �`t �i.. ��sE � .r• S r e 1 :� � �ja?.1S L°+ }), f : r •...�. s�.l'C' 1'7 �} .i` .;i;' ��s:;. tit }t.� Sc� i�'t > 1 .r. -tt t� :,ft .� � �CV•s'f'nta:.�h ' r'�49.�3 I.,� rF t+.' .i+s i t f f 1 i .;, t � f t� y.t'. , t.& f �S.} i}S 1�•�.A.t f.��N`' r 1,,4A oe r f ` WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI i ,..F '1 j 5.01 BIDDER certifies by executing the attached EPA Form 570049 that it, or any affiliate, is • , not presently debarred or suspended from covered transactions by any federal department or ' agency, in accordance with 40 CFR 32 and Executive Order 12549. BIDDER will obtain ' certifications regarding debarment from its subcontractors. BIDDER will maintain and retain such certificates in its files for the duration of the Project. '. 6.01 Bidder will complete the Work in accordance with the Contract Documents for the following price(s): f BASE BID "bu wree&W(L4 ors n VC W u n IyED I Hcus4w P D ($ 141 Sue,000,vo) ! ?4 4 (use words) _l7 �,P (figures) ! o o� S ALTERNATES ' P`{'•S Alternate No. 1: Owner-Furnished Screening Equipment . educt T ,o 000,06 ) ( e words) (figures) S. Filter-Jet Tech Products SBR Equipment ` � A mate No. 2: U. Add Pe t Apo (use words) figures) 7.01 Bidder agrees that the Work will be substantially complete within 685 calendar days after _ ,•l, the date when the Contract Times commence to run as provided in paragraph 2.03 of the General Conditions, and completed and ready for final payment in accordance with ` paragraph 14.07B of the General Conditions within 730 calendar days after the date when , the Contract Times commence to run. ' 7.02 Bidder accepts the provisions of the Agreement as to liquidated damages in the event of failure to complete the Work within the times specified above, which shall be stated in the ). Agreement. j 8.01 The following documents are attached to and made a condition of this Bid: f;. A. Required Bid Security; B. A tabulation of Major Subcontractors required to be identified in this Bid; { }� C. EPA Region VII Minority and Women's Business Enterprise Utilization Worksheet D. Certification Regarding Debarment, Suspension and Other Responsibility Matters. 9.01 The terms used in this Bid with initial capital letters have the meanings indicated in the Instructions to Bidders, the General Conditions, and the Supplementary Conditions. a SUBMITTED on May 15 , 2001 . r 7 �. •t-h -ilt nl�I�f`�s't. L, State Contractor License No. 10514783 <a'{ C54199-00 00300-3 BID FORM '`tz rt�l�1 • ,s�"fir. ' RO—3/19/01 r h ,5..yywyvwfln.+.y.«..+.+M,^..•-.j 4 ; st.., }.. ''`^^•w e'.'v.•awr.+ ,. .r ,...,..,..,.,'raw.:,i`aai'FM&r,«lit+YT.RktY3+YhN}'Y$4'J�.S�H,�l�w'r7 77 3.7,7=777 i .ir .,r`Yf !..al, . i , ;:, ,'` :. :i s .,, t •' a ti i a } `rf Ti .`jf,4SSq 4rZ Der. �la�„�f?.l'.;�. ��:.f., 't} ( r •' t .0.. t. . {,: ..r, t. i/ , t � } .r ,�tv+'.S •i#"� ��f F�;f.t1,�''3:}tlh`i$f� `t�� . ��wk<{t:.`...y,}Mi'�fi"y �:�.,':.r,_'.k rck�y+N r',4•f^l ti:z - .�: .� •�' '+� ,l,,,A'ft i .Y,Sh lf,ta:�.•�,k.�"#..r*r"f'' p.,�J� �'y,., �, ��,d :c Tvk`. + ti i} .Sk. � .rr: r y F r`f ?Vii` h�:;'°,' •nYY2',:�'t`Y t� �.ye F j2.'' 1 k-q. ,t�. �. � F�5 � r..�,k� .}�i:r,6t3��yy-t•'a .{, ,r.i�`f ,l,r r j k. r l {r r.. "r t} r ��'fr,xr,;,ky�;r;��,1�,5��w,�k+d<.� � ?�'.. 1t�p,,�r��'?-�{ t'�...�r,�PF r�.3%r.ax�;:.;�,.e..,,;<'r. � .y f i '�k k. �x .rl t,•t4 tt�. ,�,fr.,�y�t;.�;�, r : �� .,r�p' �. vi' ...4�"?k,Ldp.? ;.+4,' w." 't .1S ¢+' ,,!'vl jc.;, ) { t �' 'k'� } •r:•r " ,), c`�<.. ;iiy �t.,-,}rr ;.�'tiv'a, 'd t ',�.^ t {.�4 () k„ P' r.�� •.u,,, r1 .s#.@,�')..K..''�•'':e•� .. k� S at,r t {. 9 �1 'v�{.rSg'�'kr7�ik 'F�.n"�1F�a'p ff'Sy hr,.° �.1 f ).71°�.A�`s..,t.�'•rk�S��,'Yy+}i K'1l '.t i i ` si ' ) tt 2' y' i / > � `1R )+. t eS ' tit ! ,! ,,• �� . "�tn• it^7'•t;, >;} .�AAdrpVi',M�AN;V?l rAYY.mrr�r�i iuY'o�'A7raF�ir'r�.+�w.:::�k:u.a�»...�... ,}� _ .c� � , ! i y J1i ,.i�ff� {}f 31��"t4# ��ydr,4`� y�.�'��•k' .�.. ..,..., ..,.....,a ...,...,.... ww.u:.•.i..«w..."..;.�........... .:�s, ^ 't �: tFJtr"t'}.��.h,'l ��t ��F vt1 ..yi .�a...... . .,r,......_. �.w_.......r a....wr.fnY•.waa,ks.,7r .�.u.+._.]u.+a.u,.F4+si��..<.v{tia,(.<uctlu'rwYyh�l� }•a^! �� :.�; WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI } i 4 A Joint Venture Joint Venturer Name: -- N/A (SEAL) -? By: N/A 4g b (Signature ofjoint venture partner--attach evidence of authority to sign) Name (typed or printed): N/qha$: Title: N/A Business Address: N/A Phone No. N/A FAX No.: N/A u j Joint Venturer Name: - -- N/A k (SEAL) 3.r,«� a N/A, ss (Signature of joint venture partner- attach evidence of authority to sin) Name(typed or printed): (tYP Title: ' N/A Business A ''�,.tw r'•;';' : ddress: N/A Phone No. N FAX AX No. N/A S?r: x7:., .,r Phone and FAX Number, and Address for receipt of official communications4� `([•l, N/A EACh Oint signing venturer sign. Them ch individual hi and ( j must si manner of for each partnership, } corporation that is a party to the joint venture should be in the manner indicated above). END OF DOCUMENT.i. r C MENT 00300 ,�� `1'..�Sri#k•, �e .k,k�i�PU•. :�.�of� ��e;::,`'t,, C54199-00 00300-5 BID FORM RO—3/19/01 w:�";ar• ,e '��t' .; wmm�e.w.... -rt-• .l. 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Upon award of a contract, � f the named Subcontractors shall be used. The completed List of Ma jor Subcontractors shall become ft '" a part of the Contract Documents. the General Conditions. Substitution of Subcontractors shall be as outlined by the provisions of $ f';µ,�'•.°, Substitutions shall be subject to concurrence of the Owner and shall be confirmed by Change Order. .x: Failure to furnish all information requested in the listing may be cause for rejection of the Bid. ' Area of Work Name of Subcontractor 1. Earthwork Gt YSSi `15 . + 2. Concrete 't oc ,+� A99S, l or.��rrauC_=WJ (."o. I ,` 3. Mechanical r. EN Koa eN'T� ENC��'12tN i rn !)j 4. Electrical �� ' 5. Instrumentation& Control wPrRTra r Ou „t l 4 A'.q, yyy�i J. , rr✓�y,111 xA' sttsi# C54199-00 00411-3 BID FORMS RO—3/19/01 X, 7 i ee�'F F-1 ,.sl;i'a �� '. s'`•,•'-•..f`,r�•,`,.. j+1,��,;�..4•::�Y.,r7>� '+F'1i;,.y. 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MBE X Subcontractor (.EWN r1 ,WBE T� Address Lout m Contact Person t�Ut�su S��'� Telephone o.�i�5�S- Amount of Subcontract -9 �/^� ') o 4.d)Q ryr Scope of Work a i �U- T �} SvDOLI�i 7 `j 3. MBE Subcontractor i WBE Address Contact Person Telephone No. Amount of Subcontract Scope of Work._____ 4 1 � • ' 4. MBE Subcontractor Rr r r 1 WBE Address Contact Person Telephone Te Amount of Subcontract — No. Scope of Works -4 ell 5. MBE Subcontractor wy.S�Y,.y j f 43 w 1 WBE Address ;�`% ;r` Contact Per Telephone son No. �;;�'�;,.�4,�.1;,,�;• Amount of Subcontract X 71 1}IY^W A n{*tt t Scope of Work A �. C54199-00 00411-4 BID FORMS RO–3/19/01 ,`�'�'*"i�-wN�wimMrnarrNNr�ew..w,e.+ar,.a.ntrmNUaerswrvw•rrw,»•--i-.-• .... .... .«�a.uw. - r;'�.('��s�x. i( , AM ^„*+t+qn+M+N.Y1�4.vMC IPw t^ tq 7-777T fU �.. '1 iS.r`1 r�' rvnw+,—.1n, e�!.b t`k�j gl 4"3�4,.,'+I y t~.��s��:: t�, .r, �� It +. �'*tF ssp^t.. 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MBE Subcontractor WBE Address ;V3 Contact Person Telephone No. '; xY; k,l'x Amount of Subcontract Scope of Work tt �:f� .LRJ�tj; a.hii�e Commentsr nr ::,-rr. y `s 636=231-6084 �; DateTele hone No.Pre p aced B Y Brian Vestal., Vice President rNss; .. # •. ra4 ,y.. jtt, S�g '' 'th'tr r;�ryr i 3 F 7 C5-4199-00 00411-5 BID FORMS ` R0—3/19/01 ' i Y ,�,5{<[•>M1tg;iF;'r;.` ,'!^"'.^Yr?"".""f:;L^'..t'f�?'.::�'Nt i"/S.L,. 7w M±Mm�wyryh+at�.,,�!!;+�+..'.'Sy.^. ....va .v�y.✓..;�xr.�,•t� r,},. J?;'�!t �� +.h i l+e y •�: ,_...}� {�1 ,.t.�iy,, �r> ;q�•Z�l,,r.i.L+ �,•fi'if F_,Apt,.� �, �;�i,•p. f4' :js';,.�;"`t>}.!}.;.;"r�'�r""±°,'.''tt!:"`"t.� .bx.°tfYV,:.: .��r..Cr�jt:,e�"°�`' .G;fic'�k�'&r ��''S�* �� '3;i" r+ct:. "rY { }v. .'(�,>,"•zst 7 `.i• ,5 ..t4v, .k; c'+a.• ta' S'ii .' ,°'r 4 ,�', 6 ��'r'w{ p p,vt'. •'�,rb ��'�,it.,F:h:} � , arr#°,�',t,'�a ✓}v > '�+ ,t'r,.{C'. ~7, .t��4=° k+ +n'+4 .1 ,,�” � 'fi5.`', .k i e ,d 1 t,;i:lt.' J.,A p •,y, ,,.`,?'f r •J. 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Y t4�1`'r ry �� r: 7 E PA EPA Project Control Number ry_ tt errw Protectlon United 3tAfOS EfrNlrOrrrr Agency ;•��„,xa, washinpbon,oc 20460 Certifl cation Regarding Debarment, Suspension, and Other Responsibility Matters r, s The prospective participant certifies to the best of its knowledge and belief that It and its principals: t " (a) Are not presently d®barred, suspended, proposed for debarment, declared ineligible, or voluntarily f excluded from covered transactions by any Federal depamnent or agency; ;J (b) Have not withln a three year period preceding this proposal" been convicted of or had- civil judgement rendered against them for commission of fraud as' a criminal offense in connection with obtaining attempting to obtain. or performing a public (Federal, State, or focal) trametlon or contract under a ;k,' '� public transaction; violation of Federal or State antittrust statutes or co �, commission of ®mbexaleme theft, forgery, bribery falsffkatfon or destruction of records. making false statements. or receiving stolen property; (c) Are not presently indicted for or otherwise criminally or civilly charged by a government enitty(Federal, , 1~E State, or local) with commission of any of.-the offenses enumerated In paragraph (1)(b) of this > certification:and application/proposal had one or mare publicrz e,ihtr v` i (d) Have not within a three-year period preceding this app •,,,of f.+f.z�. i transactions(Federal,State, or local) terminated for cause or default pp ps`k I understand that a false statement on this certification may be grounds for rejection of this proposal or termination of the award. In addition, under i8 USC Sec. 1001, a taise statement may result in a fine of up I ?f�';,,• ,". to$10,000 or Imprisonment for up to 5 years, or both. Typed Name&This of Authorized Plepresomativa 5/15/01 Y; na r of AOicrtzed Rapnsentativs Date }{ � tir:rt:`7laS;o+t+4yrrf ; <_;.' ❑ I am unable to certify to the above statements. My explanation Is attached. kf. ,t A form 3700.49 (11.60) } � VM s'I; �' .,tt,.;,, I}A ,.,n •�. r. •r••—..r...nww-w m. "'}' *.r., .w� 'S`t ti. U��r�X;l '.,,§,. ,.�.� , z,, �,. •�+XK7?'R?m'! '..,`.'� y �i s �� "i' ? „"y^�- !,.{y \x a)r�hf:(!is�`z}�„ 3�,`••�ji S*.�..,i:y� yf k��,' i �•.fi�J r. .r: .,'�f' •,•. i,• ,•C::.�: 'ss. .1�.< + '- � +k• r s', •;�•t� .,i ,, s .y..,�Y. .Sx�{�'� vl "'' 45.x• �•?Jart�r`r,L\`tlt r s. \.rq'�'i �y„ t >,.iR. ftF's i ,.r, 3 1 + it.', ("�4 . ,'FnR; $ :;�' n. 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'' <oi� u. . ..CS�• `•i�.:" 'si J .3 t ?'.r{t:n.;'1;',7�1 ax`.r .{ i `•ttir' �...;�J' .{ +s, n .s} c .y�, f '.tC �,+ �f .1� �Y.a;('�.4 � ? + '}��'{h i. �;�{`�s jYl,.t�,�w7,r. .i1� t,,,V tart, i',J{t .,.:�,t in :' k °;'" •r. ,' .s na �:t ,{� r J. .,i it l4.Ct,,"ti+�i�,,f}j',s i'� i:,. ,r S�vi.7f;.. i%:a>;3S.l;A;'rf r'.i•d�j;i F.. : r- S r j �,. ; . ..,� .,..«..1 �s .... ..r,,.. , ��..r'• �ts•��d+(.,��7 " .. �,,="+r'" `°'•,,•''9• r / 11 , r �',..:,xnx,.ve,aaJa'kMt'r:a?aelxuY roif�fPit+wn+v..,re.::l...,+e..»..o. .'..I.... ::..ten.....,e.,..,... wm,.n.;•.u>igr�+kiehahr....x.,.,.w _ ..v...,;ti sC..:�l`,t.:3%�.' JI('k/��,& r ,i CORPORATE RESOLUTION t ' RESOLVED, that this corporation, Goodwin Bros. Canstruction Co.,enter into, execute and sign all bid documents, q Lj uestionnaires, and other instruments as required relevant to and in connection with the City of Jefferson City, Missouri (Owner),320 East McCarty Street, Jefferson City, Missouri 65101 for the Water Pollution Control Facility Expansion in Jefferson City,Missouri. t5� r y!t•,.y,i 67:.1,:: FURTHER RESOLVED, that Brian Vestal, Vice President of this Corporation be ,ifi; f and he is hereby directed to carry through with this resolution and to sin all documents and questionnaires as required by the City of Jefferson City,Missouri f.. ': U;, ,•r; (Owner),320 East McCarty Street,Jefferson City, Missouri 65101 for the Water Pollution Control Facility Expansion in Jefferson City,Missouri. yo-i" �<,t;;, Dated this litlt day of May,=- r ;r +' , •_. CERTIFICATION I Barbara L Young Secretary own . o., do hereby , L. , I ry f Goodwin Bros Construction C certify that the foregoing is a true and complete copy of the Resolution unanimously . adopted by the directors of the corporation as the same appears in the corporate �' ;; `;rJ: journals and minutes. 1'� `'°"' ",sF2 S's 4� `St i• Lath,day of Ma--�j• Dated this 54+js.�Li j�;�� arbara L. Yo ngtSecr ary , ll}k,�' 3 +(rN, (Corporate Sea 3i3,�jt.�.•_r. ' State of Missouri ''''' "`' ss County of Jefferson I, Brian Vestal,Vice President of Goodwin Bros. Construction Co., being first duly sworn upon my oath, do state that Barbara L. Young. is the duly elected and r. appointed Secretary of Goodwin Bros. Constructio Co., and was so on the ate ry € her certificate. " rian Vestal/Vice President NOTARY PUBLIC: 2001. .h 1i Subscribed and sworn to before me this 1�h day of��y, r 1` f`ff DAWN K COURTOIS + •'7 o ary Public Watuy pubHo•Notay Sed f •TATE OF baSSOURI r; My Evitouty 1/2003 ,. 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'i� r:'a�•` ,&r� ..� t ,,,ar: r+ i1!,.r .,.t1a,,u.l,r )y..,•+i.. drd il; ¢S: _t. ,r',1''rX: ..�.i ,t1 tYr7r 4 ..rYt.>+, � +:4.,,x.1-; .c ��..✓:. ',r,-,f;f,�t(e”,'s'f j _ �., .1,,; ! :<'l t': '}. t r.>,, '-� .c;r-'.•, ril{.,'7rr•a�:.,q}F +��Js',7?��y*�`•�SS:j ,e�G•�r� sir } 1 �� ,S 711,X, .t S l,.r`lSP >•. ! r' :3.,�r � .,'. ,f •4'{;.;:r',,..� tZ< . ��ri..,t;?4,;^,, >S,'.�iT•.�c;a:'.�Sa�'TM7� ;".i..��'��,,�,• '.( ."�i ±F�, mMnAV•N�:?'A"i.Yt}N.Ynt!flu nJ�il:verJf9Y er.wxiy r>,.«...,..v ....;.,._ .' .... :....... ........ .........._, ....................,. ... ...,,,,..r,...v e u w.,-J.. .ro..,,....,.,............... .. . ,�.{ DAMAGESFORM _ J BID BOND �. @IQp ,R Game and Address): Goodwin Bros. Construction Co. .j 1766 Highway 61 South Crystal City, Missouri 63019 >r P ' allRETY (jdame and Address of dnci gal Place of Busi . .M: Safeco Insurance Company of America _ Safeco Plaza Seattle Washington 98185 � s4 OWNER (Name and Address): The City of Jefferson Missouri 320 East McCarty Street J Jefferson City, Missouri 65101 I { BID DUE DATE: May 15, 2001 PROJECT(Brief Description lncludin Location): Water Pollution Control Facility Expansion (4{f City of Jefferson, Missouri i`'`'''.• .w il.,,,'.Fes:, 1 �.D tas I NIAti BOND NUMBER: Aril 30, 2001 DATE(Not later than Bid due date): p - 5,70 PENAL SUM: Five Percent of Bid --- ' (Words) (Figured) IN WITNESS WHEREOF, Surety and Bidder, intending to be legally bound hereby, subject to the terms ,; : •,,;; printed on the reverse side hereof, do each cause this Bid Bond to be duty'executed on its behalf by its authorized officer, agent,or representative. :;. BIDDER SURETY Goodwin Bros. Safeco Insurance Company Gonstruction. Co. (Seal) of America (Seal e and Corporate Seal ) Bidders Name and Corporate Seal Surety's N rim By: Brian Vestal Signature and Title Vice President Signature and Title Sandra L. Ham A Power f Attomey) Attorney- t , In-Fact �X Attest: Signature and Tttie Witness Signature and Witness q,I,;r,,.� t..� rr�f �,4� } yr, Note: (1) Above addresses are to be used for giving required notice. iziSx �" U, ` ; { t� (2) Any singular reference to Bidder, Surety,OWNER or other party shall be considered y, a plural where applicable. IMPORTANT—Surety companies executing BONDS must appear on the Treasury Department's . most current list(Circular 570 as amended) and be authorized to transact business in Missouri. t E.?CDC NO. 1910-28-D (1996 Edition) 00411-1 • `''" i4: .SCI .trrcy. + > i'1 ,. ,r "!i`, �t1YtTf.!97:AT1!'6`�i�e35(:F.� fr�.`tn°v3�'Ui7'S""3lrtattY_rM?a"" .:.•,...v..w«..rwe+.xunn w-.._,.._... ,,.,.,�:,m,,.,.,,,�,,,,.,.rrmarMnaw.p,.,,,,y ..,tt .;Vr�,�'�5t, fi r��,,7 i. .. Y 7 ' t J r DAMAGES FORM r 1. Bidder and Surety, jointly and severally, bind 6. No suit or action shall be commenced under this f themselves, their heirs, executors, administrators, Bond prior to 30 calendar days afar the notice of default successors and assigns to pay to OWNER upon default required in paragraph 4 above is received by Bidder and of Bidder any difference between the total amount of Surety and in no case later than one year after Bid due Bidder's Bid and the total amount of the Bid of the next date• lowest, responsible and responsive Bidder as determined Y- 1 by OWNER for the Work required by the Contract 7. Any suit or action under this Bond shay be 1 Documents, provided that: commenced only in a court of competent jurisdiction 1.1. If there is no such next lowest, responsible and located in the state in which the Project is located. ,3 responsive Bidder, and OWNER does not {� ; abandon the Project, then Bidder and Surety 8. Notices required hereunder shall be in writing and shall pay to OWNER the penal sum set forth on sent to Bidder and Surety at their respective addresses '' the face of this Bond, and shown on the face of this Bond. Such notices may be tr 1.2. In no event shall Bidder's and Surety's sent by personal delivery, commercial courier or by obUgadon hereunder exceed the penal sum set United States Registered or Certified Mail, return forth on the face of this Bond. receipt requested, postage pre-paid, and shall be deemed f:.;; to be effective upon receipt by the party concerned. , 2. Default of Bidder shall occur upon the failure of Bidder to deliver within the time required by the Bidding 9. Surety shall cause to be attached to this Bond a Documents (or any extension thereof agreed to in current and effective Power or Attorney evidencing the writing by OWNER) the executed Agreement required authority of the officer, agent or representative who by the Bidding Documents and any performance and executed this Bond on behalf of Surety to execute, seal 11' payment Bonds required by the Bidding Documents. and deliver such Bond and bind the Surety thereby. (:! 3. This obligation shall be null and void if: 10. This Bond is intended to conform to all applicable + 3.1. OWNER accepts Bidder's Bid and Bidder statutory requirements. An applicable requirement of P rY q Y a b �e ' 11 delivers within the time required by the Bidding any applicable statute that has been omitted from this Documents(or any extension thereof agreed to Bond shall be deemed to be included herein as if set in writing by OWNER) the executed forth at length. If any provision of this Bond conflicts Agreement required by the Bidding Documents with any applicable statue, then the provision of said j and any performance and payment Bonds statute shall govern and the remainder of this Bond that .� required by the Bidding Documents,or is not in conflict therewith shall continue in full force 3.2. All Bids are rejected by OWNER, or and effect. 3.3. OWNER fails to issue a Notice of Award to Bidder within the time specified in the Bidding 11. The term "Bid" as used herein includes a Bid, offer Documents(or any extension thereof agreed to or proposal as applicable. , in writing by Bidder and, if applicable, consented to by Surety when required by paragraph 5 hereof). r.:� 4. Payment under this Bond will be due and payable upon debult by Bidder and within 30 calendar days after ' ' receipt by Bidder and Surety of written notice of default ; f from OWNER, which notice will be given with " reasonable promptness, identifying this Bond and the t .,.J Project and including a statement of the amount due. 5. Sure waives notice of and any and all defenses Surety , E based on or arising out of any time extension to issue t Notice of Award agreed to in writing by OWNER and Bidder,provided that the total time for issuing Notice of Award including extensions shall not in the aggregate exceed 120 days from Bid due date without Surety's written cow=. EJCDC NO. 1910-28-D (1996 Edition) 00411-2 ;5 S'~'YfHYSfNW'RLwrol+.^"^^ •�oV.w++• 1Y\i!Yl.:+.. .. r al4tE iii.Y.+,viiar'!+..w '°'I!PRi1NA(. 4 >''�, flf' q IN N v 099 q, N V T"N`W,51`1`� f 'n 'A'V1X'j 4U2-zlmkil NOTARY ACKNOWLEDGEMENT FOR SURETY State of Missouri City/County of St. Louis IT 2001 before me personally appeared On the 30th day of April to me known, who being by me duly sworn, did depose Sandra L. Ham IN, and say that he/she is an attorney in fact for Safeco Insurance Company of America R a d and that he/she did execute the bon attached hereto and that he/she acknowledged to me that he/she executed the-same as and for the M act and deed of said firm. sts I'V R, N/K Jr;ARMER 1 17 N RYP LIG�--STATEOF MISSOURI S LOUIS COUNTY zt M SSION EXPIRES AUG 21-2CP4 -g a, t. SFi 745•A, 5 "' om.", V, e tot ON —X But -i9lW1111 SAFECO INSURANCE COMPANY OF AMERICA POWER / ®" GENERAL INSURANCE COMPANY OF AMERICA A S A F E ms's OF ATTORNEY HOME OFFICE: SAFECO PLAZA SEATTLE,WASHINGTON 98185 No, 9666 KNOW ALI.BY THESE PRESEN'T'S: That SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA,each a Washington corporation,does each h s , appoint es s•sssa«s<s rass<saaeeas«aaa<sassaa<teaso<aRENEE A.FOLKERTS;SANDRA L.IIAM;St.Louis,Missouri«<s aas<•aa<aassaa<a<es<assosaa<sa«ssauasa«ss<sass<aa Ell ;+. its true and lawful attorneys)-in-fact,with full authority to execute on its behalf fidelity and surety bonds or undertakings and other documents of a similar character Issued In the course of its business,and to bind the respective company thereby, i4 F r IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed a attested these presents t �� this 13 day of _January 1998 R.A.PfERSON,SECRETARY W.RANDALL STODDARD,PRESIDENT LJ1 I; CERTIFICATE ' Extract from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA Lj and of GENERAL INSURANCE COMPANY OF AMERICA: "Article V, Section 13. -FIDELITY AND SURETY BONDS...the President,any Vice President,the Secretary,and any Assistant Vice President appointed for that puiporse by the officer in charge of surety operations,shall each have authority to appoint Individuals as attomeys4n-fad or under other appropriate titles with authority 1171 II' exaoulu on behatf of the company fidelity and surety bonds and other documents of similar character Issued by the company in the course of its business...On kstmment making or evidencing such appointment, the signatures may be affixed by facsimile. On any Instrument conferring such authority or on any bond undertaking of the company,the seal,or a facsimile thereof,may be Impressed or affixed or in any other manner reproduced;provided,however,that the seal shall not i be necessary to the validity of any such instrument or undertaking." ' 1 1 Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AME=RICA and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28,1970. ` :ry .' ;•1• ;,•,t,:.` "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, (I) The provisions of Article V,Section 13 of the By-Laws,and (ii) A copy of the power-of-attomey appointment,executed pursuant thereto,and (iii) Certifying that said power-of-atlomey appointment Is in full force and effect, 4 t y j the signature of the certifying officer may be by facsimile,and the seal of the Company may be a facsimile thereof." s Y ` F i,R.A.Pierson,Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA,do hereby certify that the :"=:F+.•:,,,±.; r foregoing extracts of the By-Laws and of a Resolution of the Board of Directors of these corporations,and of a Power of Attorney issued pursuant thereto,are true and correct,and that both the By-Laws,the Resolution and the Power of Attorney are still In fu force and effect. ;'; i iN WITNESS WHEREOF,I have hereunto set my hand and affixed the facsimile seal of said corporation 30th April 2001 this day of f CAOIp,�y E CO, ul� ftj SEAL .., Ica Of RA.PIERSON,SECRETARY iat a` x,Xif'rh�: S4974/SAEF 7/98 ®Registered trademark of SAFECO CofpoMII 12/0411999 P s -..runs no+.ww.--^ ^-c �.au'e.4..,Yf44fV1%#1d+�Cik�.t,Y1tW37.WJtYl�'^'•"" r y "'-^'K t •.i,,>y 7, !i,,p c ,j°'�., ,^"[°fN'�'j'-'t h 5: l i• r 1�.. 4 i F .r !� . `i�44YK }+ii' ..` tV i t I ' ill 1•�MertB!arkk#lYd�tF' tPX�T�aa f>rrw+n�>tu�wn-.•.a.w.�:.�„•„.... � 1 td .. ..,_ .. .�,.,,d,„,.,•,....��w.,�,�r .........;.w ........,,„_ ..:.._. ._._.......�,..,.�:,«:�e.n•.>r.r..,.a.v„«v..wekaw.n+,.µ•,.rh r>Mh4:u,+,s,.n w...,...4m: 4 4 j G r; WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI i DOCUMENT 00500 - AGREEMENT THIS AGREEMENT is by and between the City of Jefferson,Missouri(hereinafter called OWNER) r and-G-a.aw;n -P-)rQ< Con f ruc A.o n Go (hereinafter called CONTRACTOR). r ` 1 OWNER and CONTRACTOR, in consideration of the mutual covenants hereinafter set forth, agree r t as follows: , ARTICLE 1 WORK at 1.01 CONTRACTOR shall complete all work as specified or indicated in the Contract 1 - Documents. The Work is generally described as follows: I Construction of the expansion of the Water Pollution Control Facility including influent screening, grit removal equipment, sequencing batch reactors, effluent pump station, headworks building, administration buulding,partial demolition of existing facilities, and � jr ! associated mechanical and electrical work. ARTICLE 2 -THE PROJECT f` ��rkr �t�.•t.. i 2.01 The Project for which the Work under the Contract Documents may be the whole or only a part is generally described as follows: Water Pollution Control Facility Improvements. ARTICLE 3 ENGINEER 1�+ 3.01 The Project has been designed by Sverdrup Civil, Inc.,who is hereinafter called ENGINEER and who is to act as OWNER's representative, assume all duties and responsibilities, and have the rights and authority assigned to ENGINEER in the Contract Documents in '�' connection with the completion of the Work in accordance with the Contract Documents. ARTICLE 4 - CONTRACT TIMES ' 4.01 Time of the Essence A. All time limits for Milestones, if any, Substantial Completion, and completion and ` readiness for final payment as stated in the Contract Documents are of the essence of the Contract. `? 4.02 Days to Achieve Substantial Completion and Final Payments: A. The Work will be substantially completed within 685 days after the date when the Contract Times co provided in paragraph 2.03 of the General r' mmence to run as rovide .�� .�r��•' Y Conditions, and completed and ready for final payment in accordance withr s :>• ;': ` .� C5-4199-00 00500-1 AGREEMENT a>Y RO-3/19/00 '1 5 .'. 3, ,,., �, `}5ltit,..�. i« •'ii RSA:f: :K rt`.'� .f -�I��w�� `1�'�'!rr�{ip�,Kfd7CF(}1L�f�+r'$41��'�•afl�w!'ws .n.�ui.ow.n}twr+�...• ^..^"'' ^^•w„ac+.+w,w�wnruaw�!rFgeia*+ .3�:?'i.'"'._";'k'•:e, ``��i.��'ry��}a•�... .!' tt;•4 7a {. r.r a:' .!. '1 t r t. .i rfi t �"t it ;JYi;?;.•r;:; 1•'�t'A-yr?,rf; �"'a /`. ; r , :,{ } }'i, tit s ' t 'rr`�, 't° r .:r� '4TQ7 ��•1.�;t�r' 'i, '2 y,S \ Yt �� .tE X14 19 ff . .?E !< ( ,• t'.F � j ft ,f� f.. ':Nk r t�St•W0.+'!4'}"1{Ff�f4,+� f.�+',1"!t}�".4td.U•Q$&*'r,E[35'/t%k`ri9Et:icntw.wro ........_.... .._.,.,. .,., .�::, .a.,-.,..,,.,,. .,�:, ....,,...-. ........ ......• .,, ...,ixr..:«N.:.gr»anrorieN.ar,xp+.ax.xa lnwewa+Nw..a»w,m.t.,.....:+,:.t� !t[Ir ti:ij tt�',hi)7 Ft�ji. WATER POLLUTION CONTROL FACILITY EXPANSION 1, F CITY OF JEFFERSON, MISSOURI i a 1 " 4 of the General Conditions within 730 days after the date when the { 77) paragraph 14,07 Contract Times commence to run. W 4.03 Liquidated Damages A. CONTRACTOR and OWNER recognize that time is of the essence of this tt b r�>• ;i Agreement and that OWNER.will suffer financial loss if the Work is not completed t within the times specified in paragraph 4.02 above, plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. The parties also g a recognize the delays, expense, and difficulties involved in P g proving in legal or arbitration proceeding the actual loss suffered by OWNER if the Work is not completed on time. Accordingly, instead of requiring any such proof, OWNER and CONT RACTOR agree that as liquidated damages for delay (but not as a penalty) CONTRACTOR shall pay OWNER$650.00 for each of the first 30 days that expires I after the time specified in paragraph 4.02 for completion and readiness for final <� payment until the Work is completed and ready for final payment. Thereafter, the t 'y4,, Jti CONTRACTOR shall pay OWNER $1,000.00 for each of the next 15 days that ':�tr�,N is.,�••.: expires until the Work is completed and ready for final payment. If the Work is not completed and ready for final payment after 45 days from the time specified in . paragxaph•4.02, the CONTRACTOR shall pay OWNER$1,500.00 for each day that s expires until the Work is completed and ready for final payment. ,i ARTICLE 5 - CONTRACT PRICE. rtjtrl ntr ,° 5.01 OWNER shall pay CONTRACTOR for completion of the Work in accordance with the A;3s, �xsL I Contract Documents an amount in current fluids equal to the price or prices contained in the Bid Form: BASE BID $ �l;II:Qn �. A n �y Mundre� �hoasanc� ($ � (use words) and �- ��4 CS (figures) ALT A S Alterna o. 1: Owner ed ScreeV,&�pment '`°`t�`' , .� Add/ a ct (use wo s (vfie Alte ate o. 2: U. S. Fi er Jet Tech Pro c BR Equipment ;(.{} hJ;�,l, ,j. 7'•M1. PJryt ..+,,t.. Add/ duct $ ,��-t�7�es) use w ds) (fiw �i}Y ; ,;:,'} t,�,5,� {�!tit ,e�l�'.",•,: ;� r iA •, .4�t;h { 00500-2 AGREEMENT ;., >. C5-4199-00 RO —3/19/00 At ` };fl"fir iSl�I Fj: }' tt p"777-1, t j tj+ .7-3'1�'µµrt:''P rr.ii':. 't' 'i. :ti', ''!. 't i .'i. t 5, Y'• t J� ,,q. + •b•.lti r 1�,, ,t, t �. f. ' :1 .t`�` a� ' .7^ ',�:"i�zl('.A;FNw'tlir`g '+k c A 4 a. r aY x ?M. v 'KR p*t>:5t5�. ••��;:z'fit it t .{ 5 t s ••5 i� t�. { ° ;:�t�' t 4 �d%�'{' Iyr'•ti"qqi;�[{1ZI y�, ,C•k ^�• �F. r ''' p.�1'¢ ,: 'sji� r y �� . :4� r m :'i 5 f ,•�jt r i 't tY�kcwr i:�!@•h�:J�S,t"�.' 4y1N•IN •t :t F .i h� ..,,f t.. .1 i•• tl Sf t .,5 t i.i t1. f'. h'; .0 fK .�i J. 'S E}+y5 .,...., t�,«c./t+.t.k;f !`r 7 1,, f ty '. 4 i ,.s •'4r• 1 !•� l,t.5r r At.s' Z qtfrr {X.r Yirf� oi�,j4,�1r lit. jp`Lt ?,t° S 5 y E r i a t. tj• 1f, 'r + t ,irk k cY[a 7.{ur:,' �t� r t t r s t _ t c i 13 r•t<t CK r• :.;vs';,t'•,;.it x74 v .t t t: . S. r ..t . �S t .;it�,:}?_`1!%G{±•��s?t ij .,. X7 u t;tf ' 4R ,,;� t t , .. =:t' � t C. t 1 '•�li,�tl hddC�,�Y.: t��S�r�l�{t,{� ��{ t ` 3 , •„ t�}'j51-trtr fi '�`i��r t 7�'�� ..4,r T t.,��hittda,��tttsl rY�tk6�'•.�'^I^$irAR'�n'Yh+!eaMe ', :. :: :..,,�'r 1� �Yif 4�r ,t+7.t^,tf� .�,�;. '1 ..«...,�....�a. ,..,.. «n ...wor•x rr r•.,....-,,r, r�r n�-n,,, am,.;�...,.... '� � .s.r � t e 1�' t� 1 �4 T t= 2 n�� .• ...- .. ,._.u.....,a......,.•w..c.i:•+.�kw.at>kt.Hari�wc.iYanr+ov.h+nuwu.iM;.,,,.+u,1.,.L.,;-I�tis}.F�•.�t>„lyr ; �}r�}`K�aa i.�•, 'Y a t�t.N.?•� WATER POLLUTION CONTROL, FACILITY EXPANSION ptt p.t ,,•. ..i. CITY OF JEFFERSON, MISSOURI ARTICLE 6 - PAYMENT PROCEDURES. • 6,01 Submittal and Processing of Payments A. CONTRACTOR shall submit Applications for Payment in accordance with Article `5 14 General Payment of the Conditions. Applications for will be processed by ENGINEER as provided in the General ' l P Conditions, ? 11r;n 't 6.02 Progress Payments; Retainage A. OWNER shall make progress payments in accordance with Section 34.057, RSMo, on account of the Contract Price on the basis of CONTRACTOR's Applications for Payment during performance of the Work as provided in paragraphs 6.02.A.I and 6.02.A.2 below. All such payments will be measured by the schedule of values Unit case o established in paragraph 2.07.A of the General Conditions (and in the f Ui i Price Work based on the number of units completed) or, in the event there is no ;:'t�•:,,r:7{. ' .;� schedule of values, as rovided in the General Requirements: P `� •Sr,5 t 1. Prior to Substantial Completion,progress payments will be made in an amount equal to the percentage indicated below, but, in each case, less the aggregate of paymentsY.t ('='',,t, '11 1��•'e tr Yom!!' previously made and less such amounts as ENGINEER shall determine or OWNER '``1?''f,' p Y r I�.S•Cc 1�b�1!�"x 4 } ' may withhold, in accordance with paragraph 14.02 of the General Conditions. •, �• a. 90°,o of Work completed (with the balance being retainage), If Work has been ' ° completed as determined by ENGINEER, and if the character and progress =}:;,��;��, •�.�, ';,, of the Work have been satisfactory to OWNER and ENGINEER OWNER on recommendation of ENGINEER, that may determine as long as the character and ;a>ri��,.F"�1'`r••� ,�_ progress of the Work remain satisfactory to them, there will be no retainage onf;` account of Work subsequently completed, in which case the remaining progress payments prior t o Substantial Completion will be in an equal to 100/ of � �;�;�•'_:� the Work completed less the aggregate of payments previously made; and b. 90% of cost of materials and equipment not incorporated in the Work(with the balance being retainage). at ;�}y;;«: J. 2. Upon Substantial Completion, OWNER shall p pay an amount sufficient to increase 4,�'�r�ar,�c4��%:`�,.•, total payments to CONTRACTOR to 100% of the Work completed less such �':'S;�•�?,��•.4 , l i amounts as ENGINEER INFER shall determine in accordance with paragraph 14.02.8.5 of ' the General Conditions and less 100% of E NG INEE 's estimate of the value of ' Work to be completed or corrected as shown on the tentative list of items to bet ' '� j_";''9t,: completed or corrected attached to the certificate of Substantial Completion. C5-4199-00 . '. 00500-3 AGREEMENT RO—3/19/00 t -21 r-•1F� 4,i411t1� r ,,,,,,,,,,,,,, ��k3�d�{`}jrt ,��j}•r,t .d O/A• �.�'�tda= t t> Fi 1 t r4�,'Y , ' ,4'� i Jt�txc,.wms "'.w..t*n,swaw.,, ,.w.,.�-+«»^. .,t t .'•i'. T,,t (, '{"7�" ` TN°4" '�p: �td.�'� 'r�' .!� 'x .; .!3 �4 d s.: �rt. %` r r. i:'' �,�... ,t �•d..77777— r -"i!:fSF' F.4�aM" ¢ �r��t ,•iln. c /.^ti ��>r �: !e.. .c r �'. _- i ) •;: ?l:�.�.-.'.1' '! :' - + - ..; . t �': '.r�i.,t.. .}�.� ;.i;+l'�. :>•' .:G7�'it�r!h .lp�•,r_A�U tYi�✓ :{. :, 3 4 r{u. ? ;x;}•''`+ Y. { / x1 P.I G•o�.'S3;� 'y-°.tt.i:t�hfA +d'J,}r =i jy':' 1: .�. t ; +;. J" ! .•3 1 d. :t Sl:s ,ic. ij;•,/y �hry,t� a w`•',i �t . +i•l„ r 4.{i. a�}.�{ti:aa'' f g .'.i �t�t •t s.y"' i .. 1 j�.,.: 4s ! i. t. .�i ...r;.«':�;�:'4il.r4tT7`.�''�e•S,j�'�t,;j7 .xtt,• t ti. riz tiClr;� i';', x= a yiL.�y k f ). i 3 v,�,p• xr7,�t, .,V .`j:7�r•f:,#.•..'•,.,E4.:Ja•;,;t;e s < `:� ['..,i t r:.:• "` Y .i� , tti t } ,{t '.`Kr{i{•r+r,��`jy`rr�,'^�•hfs" :ale.}�t`;�. xiC" S� gi � �i�4;{:�'� S1,� �. ' 't r I.. r 't .L ). = t rfi..1"tY i'� f,t€ rr�' .>n`.11r*t" t c {$Jf•r :i. ��txi ttK:P•..�et.�^t::*th t ' ,t, x d t ,ttt r :r r;:t..r,. T rr += tt '� k �� p 'a,.t .,aa�.�x�c..�l,,l u :{ r ,: r A ...eJ; �:;.. ."i " T ,. + r .t•.> 9 �� z tt r.QttFi t �,u4•.. d q�s, 7�1s+,',�r.�¢�,t�.. ti•� r� S .r•y o-,s t .� t {t } t, i ;S r ..r 'I i t .:�r;'Jak��a� TY,t{�t�Ft"'i•''�• :..wfz Yt{s�'t r. S,:Yy ,� t J. � 1;t t i. ,(- i t.;• t 1 _`_;ittiv vt.,.,,a ,J4..A`;i. f�} }7 t; �'"'•,•,r.` P"y�i,.. i •' � ..x:,�,s ?. ? 4 rt+� r,. ;°.; i. t ..t,:l� ,j.t.?i;r�7t• bn� ;ldt�rs} ri'.:"yy j,1: t S j rhtilt i r t ''f t d :t ✓k �'�wurHKlsll3Fipb NCMM.T•tr1:'Mt.h:n.i+v viµv�•.�.,.,.. .. .�('.1 1:. !y � •• �} igt+ t�5 j'. .' »..•...,,.... .. ._..v.,.•......r<..e t.r ....,...,,,�,..t....,.,..,<..»,.._............ ..,"..._..a•»,w.w...w....w.•.:..r..,..✓wun+.r:wwlrwfiu.t:m.w.w1»wr..,?:Jjf 1."i t��l .y�',l WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI `.'`';+ , 6.03 Final Payment Y c>t: A. Upon final completion and acceptance of the Work in accordance with paragraph ' 14.07 of the General Conditions, OWNER shall ',, . •r.`•, ' 1 pay the remainder of the Contract �� ':�,�•," Price as recommended by ENGINEER as provided in said paragraph 14.07. j ARTICLE 7 - INTEREST 7.01 All moneys not paid when due as provided in Article 14 of the General Conditions shall bear ;:G;• interest at the ratespecified in Section 34.057 RSMo. "{;.,;.,,•: ARTICLE 8 - CONTRACTOR'S REPRESENTATIONS ► 8.01 In order to induce OWNER to enter into this Agreement, CONTRACTOR makes the following representations: f A. CONTRACTOR has examined and carefully studied the Contract Documents and n related the other elat ed data identified in the Bidding Documents. B. CONTRACTOR has visited the site and become familiar � with and is satisfied as to the general, local,and Site conditions that may affect cost,progress,and performance rrt r of the Work. C. CONTRACTOR is familiar with and is satisfied as to all federal, state, and local Laws and Regulations that may affect cost,progress, and performance of the Work. " 1' D. CONTRACTOR has carefully studied all: 1 re y ( ) ports of explorations and tests of subs urface conditions at or contiguous to the Site and al wins of physical } l drawings P Y� conditions in or relating to existing surface or subsurface structures at or contiguous try to the site (except Underground Facilities) which have been identified in the �•-: Supplementary Conditi o ns as provided in paragrap h 4.02 of the General Conditions and(2)reports and drawings of a Hazardous Environmental Condition, if any, at the Site which has been identified in the Supplementary Conditions as provided inz ,"•'a=r' ' paragraph 4.06 of the General Conditions. - ..,;r„ ',.•�,,,x,;;:,� E. CONTRACTOR has obtained and carefully studied (or assumes responsibility for having done so) all such additional or supplementary examinations, investigations, u'� ' explorations, tests studies, and data concerning conditions(surface subsurface and 4 Underground Facilities at or contiguous to the Site which may affect cos ,,� .• >� gT g Y >;progress, or performance of the Work or which relate to any aspect of the means, methods a r techniques, sequences, and procedures of construction to be employed by ? ilrs:,,r; CONTRACTOR techniques, , including applying the specific means, methods, CS-4199-00 00500-4 AGREEMENT i RO 3/19/00 >f4 ? ..y�.. "��*' '> 'GTtiNftSiGkAfi1U1D" ,,3,#!'S4ti'lawxou«.w�w:.•»... .fir^«.--,- 77-7— .....,.,..r..«w+:.r,+.mr...:*«...�•:^. .y. �n—y.-ww. „�wy.*!?ry?t:,s*rr?>+M!M!r. '' 4�rYY( it, ,.tt, ai :•t+?.�(.�t1.r.�;' `�` ' fi " i:t � rr r. .E t r•= 'y '.w•"t. ;7 6'l t tt^'""�'�'!`%�,L`k7-;'�,;t,y-••x'�^1' t} 7�}d;'. ti4 �:, TV�'t A'':'�'!?{<::rr`�'�fy�•P 73fk ,a �,ryl�r{p..,f.'i Y rJ{`j' it r r :c r �.. rt !s trt :;r4 '+ � �• �'` i ( yjd d' �?' t t. r 'r;, a 1 �rz r .:i' t'4' i i� S rlrj �• � Tray j.; <� +��,i+ a:j• k 3 l;> 7• 1 't i } f r."t rrl / yr. tr= t f�rr fjr 1 Y}r,�ry)t)ti�tt,�,�,a`�,•Y,� ti,t�•,� ,r''' 4' ' ty,.f�'±a...k,i{` :.1:,:. �:7. h 1 '! k t t �.! .t' r �' 71 it {r; iv11�'i ,t �'•li.Ftt� iJd!1J"R'n':i1 {�},Tfid'�7S y'1�+ �,t ,.i. r , if,+,� : ! ( .'f '.'r:, r ' i a'�v. ty, '7 Yr�t.;r�: +r' Fa1"lF�r .{r ' a►„�,��°, {x djtr •kar�.t,r:�, r ri., i �...,; } , 'n'. Y 4 .,,r .s�i�,i 3..yc.t,...1,'r`�':{�i.F�j;'�:2'�( :��f},�•7:�'i�t�4,' ,ri, 1! t iTs t t . , sa r*».+.rrt'•*.�+cKnrt tar.ni!74t 1.. .••��•,•.•�.••�,,•.• !}�L1'A�WtlMYlWlfiuwM*+:MnGiu�•U+..:A.,y'wtti� {4"I WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI r sequences, and procedures of construction expressly required by the Contract Documents to be employed by CONTRACTOR, and safe precautions and ' programs incident thereto. rY P F. CONTRACTOR does not consider that any additional examinations, investigations, 4 explorations, tests, studies or data are necessary for the performance of the Work at the Contract Price, within the Contract Times,and in accordance with the other terms and conditions of the Contract Documents. OR CONTRACT is aware of the general nature of work to be e p rformed by OWNER and others at the Site that relates to the Work as indicated in the Contract Documents. i H. CONTRACTOR has correlated the information known to CONTRACTOR, a information and observations obtained from visits to the Site, reports and drawings sjtw; ; identified in the Contract Documents, and all additional examinations, investigations, i explorations, tests studies, and data with the Contract Documents. I. CONTRACTOR has given ENGINEER written notice of all c ' '°} ={''1t onflicts errors �•�, ',{','�`` ambiguities or discrepancies that CONTRACTOR h { as discovered in the Contract Documents, and the written resolution thereof by ENGINEER is acceptable to CONTRACTOR. J. The Contract Documents are generally sufficient to indicate and convey i.; understanding of all terms and conditions for performance of the Work. ARTICLE 9 - CONTRACT DOCUMENTS , 9.01 Contents > A. The Contract Documents consist of the following: This Agreement Bond i 2. Perfo rmance Bo 3. Payment Bond ` 4. General Conditions 5. Supplementary Conditions Specifications sted �'�� `` tions as listed in the table of contents of the Project Manual �{='9s'r�',•s,+'.'�,�;��'r` +. 7. Drawings with each sheet bearing the followin , g g general title: Water Pollution Control Expansion, Facility Exp City of Jefferson 8. Addenda inclusive) (numbers to A 9. Exhibits to this Agreement(enumerated as follows): a a. Notice to Proceed aiNk,.— b. �r •:�F {,E';tr.�+='�, CONTRACTOR'S Bid �;.i A C. Documentation submitted by CONTRACTOR prior to Notice of Award << ;', C5-4199-00 'rte ` 00500-5 RO—3/19/00 AGREEMENT ,• .i t r f tt } �bKi4Nputpnaavw`""'• ..:i .7�y.'x4Ni�1Pr� '')�'��. �} F �i + �: `�+ t:,' :;ro: it :r p t .,� �} ,.at L �" ;r+:;.=,...•}a: s ��Sit'•+rl.`'•w :''s y'71 � :Y:ia'' ', r t' �� it '1,:�':',. � c` 'f� "1 .7. tip. 1 '� y,:,s'+'i4 T r•, y.t..:,�, ii' ; �''J`e li rF�N•.*v{. , �4h;i S. �, t '? -bl , l ) t. .I't ."Y.;4 "d "d t ",k' av'�)tt'i,' •i. f, t 'l��i1,.+,1 +:'`'- "s,.�''t i,':.{; .i •?' s �'.:f °r r. ,_: t" i,.. "1., `r c,tt , ir ..a ti7tt r"4 ",�.},.,•s,,;{,>1. .r. 4r.•.ir' .t' r l ( , z.� )t "t i. 1 j. .ttyt„* .•T'4:a7�f`'ilder!.,h.�` +�, :a�. �,a 'Sx'f"� .c..'1 t `✓�.2" 't 1, ., J w" 4 {t r ,� a. .r t :+{,,�:�,.V. t.:.l l+'�"�'f's�34 ,i .a'�. 9 .t+�-,•,.. �;s�t a ii4 `s , i z , 1 i.: t{1�� ,�iF;i.',." .S'y�':� .a4 r,��. '��',t :�I � tF 'i, ) !r _ � , ) ,� ._� 1 r r�r�r'�� :F•ti '- r§.." +1 i+��T ry�� • ".. . ,. r if yt } �i �)r}x51< 7-"Lr.tt J t '.• '. '. �, : , ,JM1.J Yy �sri. .1 •r.aJiN" S i ,,�'t i .:J t,. i i It�t.l + r'.::; ) G. #. '�, y5 c:•;,4s+� .V),. ''� £'i y':'fit. �F.. i° `,r•%> }S'�`'N1, 'kI'•*+• + �t�+ uY h;t$ .. iii: ,)t�', + i r ;v t ? dti '%hif.'1tr+1* , 7}rKr,,`{••J t °`},•,e,::tcL>< ,! 'r+r I.t,: .. � �� { �. 1 r } 4La.' )�'s6;;:; ��. •�` �j��K yar+tr ''t�t�'�i� t i' r) '4+ .� 1 ?1 ir. 1!r=l:• �;�C.�e>;�. <t ! , t t S ;:, t. .,. i.•� + i ' ,f�;.t'� '��i � d��;iA, 1 {f(�''�Pi� ty .''1trA`N.A, f£ d!' 1v:5t'tYlEE'tkfl .iH+fi.K31M`,y+;ut,C+a..,r,r.-:;:n�.. ,....,..»..k..._. .......,.... w..,:.,•n'.r.+.:,, ........r,.,u a,...r...<, , .......:,:.:,,.w.;.....,.w.,a+'ntrrki«ort�kaFw+eY'.e.NWv%�r«aw.r3tri+awY+r�:;'r..+,:,d.trJ:t,:x:. F'at$�%filr;l<y t h. WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOIJRI 10, The following which may be delivered or issued after the Effective Date of the Y!. Agreement and are not attached hereto: k a. Written Amendments b. Work Change Directives C. Change Orders a B. The documents listed in paragraph 9.0 LA are attached to this Agreement (except as �f" ?; expressly noted otherwise above). r3'9 tt C. There are no Contract Documents other than those listed above in this Article 9. '•s';,M': . K D. The Contract Documents may only be amended, modified, or supplemented as provided in paragraph 3.05 of the General Conditions. 111 I ARTICLE 10 - MISCELLANEOUS %i wl 10.01 Terms ;s A. Terms used in this Agreement will have the meanies n General gr g indicated i the 'i Conditions. t 10.02 Assignment of Contract Il. 1 A. No assignment by a party hereto of any rights under or interests in the Contract will be binding on another party hereto without the written consent of the party sought to be bound; and specifically , but without limitation,moneys that may become due and moneys that are due may not be assigned without such consent(except to the extent "`p� t,`;44 ?- that the effect of this restriction may be limited by law), and ( p unless specifically stated Ar�'�,�'�;'.;•.;:i to the contrary in any written consent to an assignment,no assignment will release :- ` or discharge the assignor from any duty or responsibility under the Contract 'l,-Z Documents. rttt• . . i•t. t£' 't 10.03 Successors and Assign s s• .•i�..",•: i�Y�#1'.+h,it..!. A. OWNER and CONTRACTOR each binds itself, its partners,successors, assigns, and legal representatives to the other party hereto, its partners, successors, assigns, and legal representatives in respect to all covenants, agreements, and obligations contained in the Contract Documents. ' C5-4199-00 00500-6 AGREEMENT r a ). {� RO—3/19/04 •,��b { r raw i•it+r£t; n �•+ r�� Si` a, ynr r( �+t`�'1`QC '�"'k, r 7 t f , .,�.....�.. ,.r''nwiya�.u�vPr�'s""" ..,r%'!`{<';'7� x "4•r.KV;i lYS "�9°�'� $�!�,1°+e• .� •. 'r': tpTn .•£,S• r,. .a '•.C< iif't. f ,1 .{' q ..l c. t• .',ft ,. 4, u. t°�)t,r , r„.St-•„i ol, y± :: t• R'' „ ',,8;, .5.; .,U t.r5 ,'i1 t.. ?{. '.,'4.yi.r.r,, ;r'kra^ t .('.+°:[. •5, F,S,.n,. '`py, •'S, ip�I t'i it'y°a,S,,.i .�,:},x,t: '.i ..ff.''i. i ,hi .t (• •�•, r. >s i `i ..n 2iS '��w^. 7i.'�'': is%.tt �&1r'+?r,1r,,;P''t! i'`+lti^,:t•i �t �e1'J 4., '�. •�� 'tsi• r.' )' < r�! tl .c , +•t?: �a. ,ti �1' # 'irK k.s?''3L♦' 7t h �� `S'7i5'� 7�-'Y7ii':'''+�1�t ,F?1'i'. .uTi,{ i. ;v. {,. 7:1> i `:r, ,k. .r t,.'4% +,t `"7! � 'fi i• �-,1�3 i't'#, '.t t �,ii t#•. t.K tt'' i,, ..'f.,, 'a; e. :sE.: d• ,ts, #'. ,Y �`..< .�s• ':`);, ..r';. \" ,i; :�•. .r_' ;,t ,..^ 'rt,•'.�.. �5 to •�l`. .�' �r '��''Y �r�^�hti3 •5 S'r''f`''(�jl�%`S t. •`l•. •%"1 t (' 'f..{.. t t !' 4, S• �r. 1� ,� ;:}�,_.'a' ��'w �[.t.�..t .n.Y M1.r,";�i'•='t'�., ,. 7 1 'Y.:I, .t. r ~} �" ,i t(;;- rt`�' �+ :.,6't:..ttt,;�r��'7,,... t+:rgµ{� r tj>,�,.:.(ni€.4f��g .Y,E� r y��;. i�,,n�"*i �r.i`' �t�,}';y.,t, .t�� ;`r.�.• r�u' ..1. a. .4', •.tiz 1.. r t.. r,.., ,�i��''j.�l.r}1's .7L�a,Y•. 'i<; .,A; 1•::,. R'�,.� a,,Y ( e t t i' It 1_,(�,, .'i+•4 Y .}.'•v,'v.t::`'Si:� ,rt�. .^t:.{f ,s°t•.7, /� ,.r r t +'�.. .1.r. :I. '.y,�.s: ,:t ,.+.A',F,yt,.. �£ .§„t,' �hGs ••ri .7” r �t.r ,:�• ii+ifi:'gYr�` ,z:ryt,'.5x.s+�, .i.� *'k^ ,t ..s r r ;.. i, ..'{ .rs .`s<'�:ti;:'r, ..ld:,. Z, ""': .F t..l,I. �t .>., l ,s, 1..�J . r.� 'r,31. .!r r,�ix�..t,. ;y.3 '•i: :.t ',t, r'y' f' .fir.:,.t• c<%f' ;�'! .!,`i':�k. �,.{*�� .�2'. t j.,, a.,.r �i .:S'.f iij�^.t:+, �<<', �'rT$ .r:'."i. .,d,tr'', �• r'' s .t at. 3 "•t e. Ar. � '.�.( }r'� r •(., ,��. jk{et�'s`. r• - .1. F, r2.,t.. .5 § :t , w t. 9 �:Y}f»: r :s`a ,x i .t� r �,.{r!#K's {'�1', i.. $1 wa7',{. •�: ;tt, ,� +.. .,+. f!f•..'.•,`i, a :�;` ��%d ;�; Qi''•f�i"rr + •te °r{'y J, t: T� 4, :>'{'h fF `i{' 1t1 rx , yr 7 y '.i. ��.t 7 .Y`xllt '� t � s. ; �:5�. 'fi5' t°'eh'� +f•F>I° °(s,` 2i,r 4��1� •, � :•. `1 �,.. i r: v, rS+l tt S. ; �ri':e:•:i'2''tt'�`� i�ti3i^.5'��iL:'e� t,�•�li,r,•t� ,.;f•.1,{Y•� } tk r ��` sYtit,4� , F� WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI 10.02 Severability A. Any provision or part of the Contract Documents held to be void or unenforceable { under any Law or Regulation shall be deemed stricken, and all remaining provisions shall continue to be valid and binding upon OWNER and CONTRACTOR who agree that the Contract Documents shall be reformed to replace such stricken i provision or part thereof with a valid and enforceable provision that comes as close as possible to expressing the intention of the stricken provision. y !;;{�t; ' ARTICLE 11 -NON-DISCRIMINATION IN EMPLOYMENT ::` ,::; Rq M , T 11.01 CONTRACTOR will not discriminate against any employee or applicant for employment - a because of race, creed, color, or national origin. The CONTRACTOR will take affirmative action to ensure that applicants are employed, and that employees are treated during /1 ' ' employment, without regard to their race, creed, color or national origin. Such action shall ! include, but not be limited to, the following: employment, upgrading, demotion, or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of ! p selection for training including apprenticeship. com compensation; and se 11.02 CONTRACTOR will post in conspicuous places, available to employees and applicants for employment, notices setting forth the provisions of this non-discrimination clause. 'i A. CONTRACTOR will, in all solicitations or advertisements for employees placed by 'r' J or on behalf of the CONTRACTOR, state that all applicants qualified will receive > . consideration for employment without regard to race,creed,color, or national origin. ! B. CONTRACTOR will send to each labor union or representative of workers with which ff{};•'`H. he has a collective bargaining agreement or other contract or understanding,a notice, to be provided by the agency contracting officer, advising the la bor union or workers' ' representative of the CONTRACTOR's commitments under Section 202 of Executive s'','jY `%;'_:, :`' + Order No. 11246 of September 24 1965 and shall post copies of the notice in ;x«a conspicuous places available to employees and applicants for employment. ;;,'i�t;t; ;. ,a C. CONTRACTOR will comply with all provisions of Executive Order No. 11246 of �4s September 24 1965, and of the rules regulations and relevant orders of the Secretary f 7 7 1ti;:p��:�4*•�Ty„�:.. of Labor. D. CONTRACTOR will furnish all information and reports required b Executive Order as No. 11246 of September 24, 1965, and by the rules, regulations, and orders of the ,, ; '% Secretary of Labor, or pursuant thereto, and will permit access to his books,records, and accounts by the contracting agency and the Secretary of Labor for purposes of investigation to ascertain compliance with such rules regulations and orders. �t^ C5-x#199-00 00500-7 AGREEMENT "', at RO—3/19/00 e r+, ^it�"•�r. rrrw. :-rmron+W'A.,." -77-77 rM+.+.r....+r.+..M iw±w.wu*s►!'n±+'!+,n,"...'? '..'—r .T; l tM /s .rri5;' 1,",.`•r ,. :1::i,: a.. ',: „ t 5 I 's I: �y t kr r. �r.,t. !4 �tr'��:\`4:7� *�,11 ,r�!;.,+. �l?� .r `:t.+ � s r ;,;'•i.: ,r, ;r. .:i:' s, ii ,i,� ,i�°�; ,.ttfr<•.�,g.r$� ;yf.. � � '?� y`t,�,fl�`33 �,I.f:• i s'1 zr�'. y ly i .t'� t ?.� 7 r t i f t' ,.t ,•4,r 1,F. A.. ,+i s f'I.`��'1�' '•r.'1`1;�4'#Yi:l~T 'r�{�,��1•;„.,�i 51 w..x!,.3i +r�/: � J.�'; r', Y ,, t , ;'. 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In the event of the CONTRACTOR's non-compliance with the non-discrimination clauses of this Contract or with any of such rules, regulations, or orders,this Contract may be cancelled,terminated or suspended in whole or in part and the CONTRACTOR may be declared ineligible for further Government contracts in accordance with procedures authorized in Executive Order No. 11246 of September 24, 1965,and such other sanctions may be imposed and remedies involved as provided in Executive Order :' :_ �•= No. 11246 of September 24, 1965,or by rule, regulation, or order of the Secretary of Labor,or as otherwise provided by law. IV F. CONTRACTOR will include the provisions of Article 11 in every subcontract or purchase order unless exempted by rules, regulations, or orders of the Secretary of ik g'§1 ir• Labor issued pursuant to Section 204 of Executive Order No. 1.1246 of September 24, ,ar 1965, so that such provisions will be binding upon each subcontractor or vendor.The ��E�t;,'ty,{' ? r rMt rk 'k? CONTRACTOR will take such action with respect to any subcontract or purchase ', . order as the contracting agency may direct as a means of enforcing such provisionsr� tt'3'f' :4 including sanctions for non-compliance: Provided however, that in the event the �2C.r.r:: t CONTRACTOR becomes involved in, or is threatened with litigation with a 1 77 subcontractor or vendor as a result of such direction by the contracting agency, the ` CONTRAACTOR may request the United States to enter into such litigation to protect 34; the interests o c� •�� f the United States. ,��Y:�VE,��? JaStvWU:',`..4' ,J j:';^1� ,r� ��+1•?fir �,rr'.:.;..' ,5•Lr .S�tn��1{ i}�q I i 2 ["• i J. Y i) 'aft 3 C5-4199-00 00500-8 AGREEMENT r ,F RO—3/19/00 F,. } i r �+yP°'Y,'."'•f'F t'T" ,:.^—°'+•MrpwwwaNU�. M�'t rv+t9�"fv".ef'n(+rl!,i,'Y' i''a^rt g-,.. 4i l :f.`.•1=•i.lj,4 ),C ef..d. 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'_.... ...... . ... . ..t., r u.v...,.c.....,............-. . .. ........x.,......+ ...w.w...ea...,.. .»....>_,t. _.. ,. ,u tr �l WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI IN WITNESS WHEREOF, OWNER and CONTRACTOR have signed this Agreement in duplicate. One counterpart each has been delivered to OWNER and CONTRACTOR. All portions of the Contract Documents have been signed or identified by OWNER and CONTRACTOR or on their r , r behalf. '1 This Agreement will be effective on l lrns:. , 206 11 (which is the Effective Date of the Agreement). 0 ER: CONTRACTOR: Goo&in Bros. -Construction Co. is ...; B r ` Brian Vestal, Vice President , [CORPORATE SEAL] (CORPORATE SEAL.,] Attest Attests Address for giving notices: Address for giving notices: " ' �^� P.O. BOX 110 Crystal City 5 A/ MO 63019 If OWNER is a corporation, attach evidence License No. 10514783 of authority to sign. If OWNER is a public body, attach evidence of authority to sign and Agent for service of process: ;.,.r., resolution or other documents authorizing execution of OWNER-CONTRACTOR Agreement. (If CONTRACTOR is a corporation or a ' partnership, attach evidence of authority to sign). PM Designated Representative: Designated Representative: ; Name: Name: Brian Vestal 'x t�' ' xt,, f` Title: Title: Vice President ,y Address: Address: Crystal City, MO 63019 Phone: Phone: (636) 931-6084 > t, Facsimile: Facsimile; 636( ) 931-6085 "r 6i4{({' r. 4 C5-4199-00 00500-9 AGREEMENT R 0 -3/19/00 +Lnys»/. tY�7) rx rf,�: 4r t{ .,7.. r. r t: .:i.'-: I �t' .4.: s�. is ..tl .} ..ti';. '7. �`n �,,•� �T(�t9yt'Y � Yn r7:t;' ;i�c. ,`�.' ..,.a t2t >�..i .,iC 3, r .1:. r +'., ..,. l::y,:. ti ,Y.ar,r7t.'. 'li xt- tip}IS�;isi C,t;,�»j „�j{`+:.�.�':,�':;t`.•,�. J r tif3 ,IP t lytt;sahl''l :'I¢t ',t,,'�..,.'�'o`i.t r • N' ,1 . t a '4 t j .t fi r;2�i:.S ,: >+:+ ',B.lG;�.f S. �" ; 2 t :is t i I s: �, ,,�, r f'>;•f, r 7,..,r �r t}� T?•` ! h s,:?, t .J t , a"r1.�' t ' �:t f I ti.�:., 'a" '�tt );r�R � �'4 F��lr�rFf Y,•,�',,i j.,. I,t{ .t,�. �.yy :j, �.' i .t. s �: r { 1 t �S r S`•. .. yrtX�,,';: t'J'�;t✓4� rt f{ S�. i t z ., .r 'r i JY I c a, r{ „f 4Y ly 1 , �,tIF3tlt Yk§'�"a. ,[ tiSy �l' } l� t4 tSfi lhtdi txY3,Mh4�•k4M+s[a�.+!.aii.a..i+...L'a,w.;.'..f..,i...i..,..,, x,.:,,lR"al"r iq Lh .r.6 .nviiii+ik'MFRI:tSl�ifl�3l1'S�!'lei!l�f!S!:#T3t�S*'At45lR'7ta'#rbyavnnµ.....n.M ......f._..�. .... ._......,.,.. a a.............�.,,« .«,....,.,,,,.... .. .. .. ._.•,.....u..rx•sa t: �. CORPORATE RESOLUTION RESOLVED, that this corporation, Goodwin Bros. Construction Co., enter into, execute and sign all bid documents, questionnaires, and other instruments as required relevant to and in connection with the City of Jefferson City, Missouri (Owner),320 East McCarty Street, Jefferson City, Missouri 65101 for the Water 'a Pollution Control Facility Expansion in Jefferson City, Missouri. ;3: ' Z 11T�t f�13�'Y�4 k2l4fii '..: fit FURTHER and is hereby directed arB�•thro through Vice this resolution this toos�n all be Y Y g g documents and questionnaires as required by the City of Jefferson City, Missouri � �r (Owner),320 East McCarty Street, Jefferson City, Missouri 65101 for the Water 'j Pollution Control Facilit Expansion in Jefferson City, Missouri. �,'•,' :nsft r 1! Dated this 19th day of June. 2001. CERTIFICATION ' 1, Barbara L. Young, Secretary of Goodwin Bros. Construction Co.,do hereby ;,' certify that the foregoing is a true and complete copy of the Resolution unanimously adopted by the directors of the corporation as the same appears in the corporate journals and minutes. t;r,,,�}7kti•;s.=`�� '• Dated this 12tI1 day f June. 20 'c, �t Y �,.qr. ,� £,r t.;,• a ' ;1, ,`r;r:..y, _ fit' ysf�,%:je•� 4 Yo Secretary (Corporate Seal 'rf.`d,�".'; State of Missouri ss County of Jefferson ,:: , 1, Brian Vestal,Vice President of Goodwin Bros. Construction Co., being first duly '' sworn upon my oath, do state that Barbara L. Young, is the duly elected and f �4� appointed Secretary of Goodwin Bros. Construct' Co. and so o the ate of r 4•,;,zt :.;'.` her certificate. rly , - Brian Vestal/Vice President xta•� NOTARY PUBLIC: `}t ..... '�PYry: v :'.Y`�- i!�' T��+'`�''•�r" fair' �'+' Subscribed and sworn to before me this 19th day of June 2001. ^ ' y: +j a /_ (�� ILt.L.,LQ�•� % 1£4x ' 4'?' Notary ublic Y DAWN M. COURTOIS : �� Notary Public•Notary Seal S��h�"fib'"'•' ;�.1 e)3 STATE OF 1IISSOURJ My Commission Expires: Jefferson County My Commission Expires 12/^1 r f.411 +• •fir YF !�Q t{2rl J:. t 4 •r ',3�,•+,++r»whwwn ..�� •�.� 5 „n...t,., r 7.�.arr' , }[4 I YR F. =7775T"! p� 7'� '?l,r I •�r, �r '! ,,� {{ .S tt '..`!.,,� � �'sad:�5�'; FI'•' �rn�+ a}� 't .1:•r•'' ..t +.+Sa. ,t'• ,<,}5iiaF1' 4 t' ;}S,•;.il; r t't: f 'xi .'f; Z,-. r1 'F b '.i !l�' ,St.1.. •<J. f iy•.., {.�y. , fi".. 1' .4r. N' :'I;jJt !f .i': 'a}i ,`v'it atf,it..r.'.,ir; ".S:' '/'Y� SJtS. }' :4 d. C .t' 5 'f3 c1 �'�+c ldtr4,l. .f•y. t,', '}.;.f:a, q. 'ytt S a f` Airy. .,:?, ,�.'�YC�i�;, {"t; ;+,s{„�'•'y �^: t i. I � a r t;.-;'•:"� ' � { !,,�sl. I�. �Y ,1 1y� .J7rp,t�lAif ...k'r:.°S-•t .•I`, '}3. �'r' .i' !r '•C 't r. t.�, 't,., ..,�, ,.. k' .T' .,}•, .'.,iitit wt �.+kd,. i't'.� �`{ `,3 `. _ {1,`;A''%S r -.Y. 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'"r��.r`i iw..;)/,rt�z+Kt".t 3 r � ..f1. .t 1� '., ". rS 1:} tJ�r� +" d 15;•w � �r�`�:.t�s 4 .s� t..rE.??i,i t:f .tyt� S:r>r, .; F t i "'J 1 'i; `�r" r "r. 3 -•r',..�^�a,;,;�t• �vi1��*��;:� 't„: .•yll)zt�.:� iJ ! 5.•,IJ, t sr "1, '�41". } t, t:,.Y srl `' c ��'� t•" tt S t .. k 'f� t ti'tt,�e ,hU ,.. � �.,., 1 ��`�}��,y{�{,111:. 1t ."",z.,.•Jr S "f s:";< "i r .. t e ' v.y"�, y. �scu}.r,7{y�,yry d'y, lye.'.,��S�i'�ia},,a, •'i';l•r F- G 7 i 'rl:r,. t�ti i •N. ..4f. ,V:'+'; t •.",'•f5` ? ,f•'r � p ) 3 ✓ ,�. .r«`>�,r 7:r,' 4e7 .E{ ji' i �,.� �'.'� ! -r.., 't`t' ,. t5,.`ba-.+t" .,4 ��t}`, j�,,y.µya � �' ''�`"�.3 �{,�F{''•�d{4�r;rs4»�zr`:5�'-�ry�f{�4�t,`'st:''�a.r.°.:)4'.,a,, ,'1Cr�"a?,,tr'i Mii1N�iYtrfilYf'�rf:tq,+XY's' b lj,pp�5rr�r.•71r"1.�a kt7'+� .,�,r+, :1 is ec :� ,.}} ,.�",-�„� k�r t, �'.L�.I=�J'�it�"�',z2u�:{. '� ,�y��p ''�' n- ,��vs��• .7 ajk'y'�,,,'��'rt'+�' ”. , %F �, '�i{,t�. �t•..ei d:��'•.:�'.->x", �, ...�;t 'S ,'"7..... .sF,.,,'?:ir�. .�' S, :h �.:f!."`!�'",.'C;^r_x�f3`� 7i� �j, -�� ,,. ...`r '4".i:, `S+ "�tir,s+ �'}�'�s}�F �,'y�� . rr t- J CONST'RUCT'ION PERFORMANCE BOND Bond 5980215 , ny singular reference to Contractor, Surety, Owner or other party shall be considered plural where applicable. 7)TRACTOR (Name and Address): ; "-,4 w SURETY (Name and Principal Place of Business): G oodwin Bros, Construction Co. Safcco Insurance Company of America 1766 Highway 61 South Safeco Plaza Crystal City, Missouri 3019 ssouri Seattle t , , Washington 98185 +Y OWNER (Name and Address): ! City of Jefferson City 320 East McCartycF�"s i Street Jefferson City, Missouri 65101s CONSTRUCTION CONTRACT- Date: June 21 2001 Amount: $14,500 000.00 Four teen Million Five I-{und d'Chotrsa nd&NO/100******** Description (Name and Location): Project No. C295401-01 Jefferson City Water Pollution Control Facility Expansion 3OND Date (Not earlier than Construction Contract Date): June 22 2001 Amount: $14,500,000.00-Fourteen Million Five Hundred Th ousand&NO/100******** I Modifications to this Bond Form: None " , °;.tip ;d�=>�Y sg{�. I 1rt�.il,.;ti�r,nib>r. '• CONTRACTOR AS PRINCIPAL SURETY I Company: (Corp. Seal) Company: a (Corp. k„ tk`t' i Y Sel) ;l sr; :,k:.;� ;J;?: Goodwin Bros. Construction Co. j Safeco Insu a Company of America a rz Ail l Signature: 0�,011 Si `° gnat Name and Title: Brian Vestal Vice President Renee A, Folkerts Attorne -In-F j Name an i le: y act ONTRACTOR AS PRINCIPAL SURETY Company: (Corp. Corp. Seal) t p Y� Corp. Seal) Company: ?,,z •` Signature: _^ (§rYi!:y�Yah.�"•�,��'��4 tip;r,':�'' Signature: F' b�1,'J .�xy.;�. �•�, Name and Title : Name and Title: '+; '�r' > III �'.d'�d�'�'S•�!i:'!w"r JCDC No. 1910-28A (1984 Edition) ,��{�i r repared through the joint efforts of the Surety Association of America, Engineers' Joint Contract Documents Committee, The Associated General '�f�� '°•'A'`� t' ;• ontractors of America, and the American Institute of Architects. (�r •3169/GEEF 6/96 Page 1 of 2 t" t,ciarartcotwucn,wr. i,..».n..a ,fi`n*'bYSr, i'Y+.�$R @k9` �t..,.rit `yrttY `: {,�y� ty' 3V�+ �'.T".^" }. i t.r" ',;.{ .1.. ij .-��,. �,#' hrfl ✓� C.'_,,A,x. 1"!�•�, X3 .}I�r t.K:�' } a.r+'� 98+'S`cr.' �y* ..1 ,} ,. F,r [. s` d 1. t i '' �;�. >' {' f ..},`:nt;',r: r �(�r� � ,4 1}, ..,Its `�i+, � •.r ,I1P e?" )) i t is .,, t � it P"bri '1} r "1 J:e`'St>: t r,`. 1{+ t(t:t!'j``}.ui',:b tbti�.,�....tJ :ili�xI tt�I' :J. r � , tSr .Ni`rri � :;�St "j,t '} t" h'. "�" s "'St ' 4tt,'.. rr,ry t r1 r r "f.• 1,->s�, a. }'.t'i, �.� i�t� ':"rl pp .f, :r,. ,#,1:, ,7� 1. •4 "�" r �� v "" t s�" •>-, + ,: ,rr.,r � r`l ,� l.a`3'' .Sk ✓:; �• +,'R `l,w,,di.. ,.l.:`.t} .,rSr.� 't t!" 'ti.., !,f lsr ,! }.'' _.,.� r-..+r ",, .1 ..iii i, ''s.{'11i,d47 ry,Alp.;iy„Ir °f.y,��.• t* r: � ti}�'°a ',./s, .: `:.+ti S�{ a��, :.1 t_ l7 1 ',; i' rt' .1 't t' ,.1 F��„s ,�;1,,m,,ta,�1t,;�,.�,.•r.., ,f,t�l�'fliii,�`. ,,`Et '3 �r,).t„ !. ,11 ..r:, t rt` .tA 1>,: ?,i', r” t t sa,4 tt. ':t•, �.. f ,r("N, t„' 'fl,�a.,. '4' E. 4t ,s. .r Y,., "t .ri t "S t. "'t F” r e?:{ 9iC 5 r.: s:a-" ,.:7,., i+tw�.. tl,r `sT-•, �� c,., :'(f Y3++'�',�,yt. .tt .,., :,t•', •.,; t .. r" .} ..JS..t, ,t, 1,a.`{t:-c: _l'�'.,.. t•k`-'j`�'J' Yet" S �t4, •a' Sf I}�Ill� r i,ui ri rl t J,'1 1" ., E: !s t s n.t .Ir.Y "C. ,�: r �»i?. te, t f..,veyry:tL?•rr.,;n�','�t+�,� 7r�� c! r.{�, t r . ,'f, i y,.lhNl:t'I.k�7�t1��,..rhti l} r�. : t(.t . }. .: , .. .• ... .. .. ., �' .,.. . S .)' ,1,,+, ^} 1?• (i tt "�S' N. a t): The Contractor and the Surety, jointly and severally, bind themselves, 6, After the Owner has terminated the Contractor's right to complete heir heirs, executors, administrators, successors and assigns to the the Construction Contract, and if the Surety elects to act under wner for the performance of the Construction Contract, which is Subparagraph 4.1, 4.2, or 4.3 above, then the responsibilities of the i incorporated herein by reference. Surety to the Owner shall not be greater than those of the Contractor 7. If the Contractor performs the Construction Contract, the Surety and under the Construction Contract, and the responsibilities of the Owner to �ontractor shall have no obligation under this Bond, except to the Surety shall not be greater than those of the Owner under the pate In conferences as provided in Subparagraph 3,1. Construction Contract, To the limit of the amount of this Bond, but hero is no Owner Default, the Surety's obli ation under this Bond subject to Y f! i commitment by the Owner of the Balance of the Contract ; f ,_rS 106 arise after: Price to mitigation of costs and damages on the Construction Contract, 3,1. The Owner has notified the Contractor and the Surety at its the Surety is obligated without duplication for: address described In Paragraph 10 below, that the Owner is 6.1. The responsibilities of the Contractor for correction of considering declaring a Contractor Default and has requested and defective work and completion of the Construction Contract; attempted to arrange a conference with the Contractor and the 6.2. Additional legal, design professional and delay costs resulting Surety to be hold not later than fifteen days after receipt of such from the Contractor's Default, and resulting from the actions or w�l notice to discuss methods of performing the Construction Contract. failure to act of the Surety under Paragraph 4; and If the Owner, the Contractor and the Surety agree, the Contractor 6,3, Liquidated damages, or if no liquidated damages are specified shall be allowed a reasonable time to perform the Construction in the Constriction Contract, actual damages caused by delayed Contract, but such an agreement shall not waive the Owner's right, performance or non-porformance of the Contractor. if any, subsequently to declare a Contractor Default; and 7, The Surety shall not be liable to the Owner or others for obligations of i 3.2, The Owner has declared a Contractor Default and formally the Contractor that are unrelated to the Construction Contract, and the terminated the Contractor's right to complete the contract. Such Balance of the Contract Price shall not be reduced or set off on account Contractor Default shall not be declared earlier than twenty days of any such unrelatod obligations. No right of action shall accrue on this �� after the Contractor and the Surety have received notice as Bond to any person or entity other than the Owner or its heirs, ,+` pro in Subparagraph 3.1; and P executors, administrators, or successors. j 3.3. The Owner has agreed to pay the Balance of the Contract 8, The Surety hereby waives notice of any change, including changes of Price to the Surety in accordance with the terms of the time, to the Construction Contract or to related subcontracts, purchase `+' Construction Contract or to a contractor selected to perform the orders and other obligations. I Construction Contract in accordance with the terms of the contract 9. Any proceeding, legal or equitable, under this Bond may be instituted with the Owner, in any court of competent jurisdiction in the location in which the work I When the Owner has satisfied the conditions of Paragraph 3, the or part of the work is located and shall be instituted within two years Surety shall promptly and at the Surety's expense take one of the after Contractor Default or within two years after the Contractor ceased —following actions: working or within two years after the Surety refuses or fails to perform .`. ` ''•- 4.1. Arrange for the Contractor, with consent of the Owner, to its obligations under this Bond, whichever occurs first. If the provisions ;'S'•`'c. perform and complete the Construction Contract; or of this Paragraph are void or prohibited by law, the minimum period of 4.2. Undertake to perform and complete the Construction Contract limitation available to sureties as a defense in the jurisdiction of the suit Itself, through its agents or through independent contractors; or shall be applicable. i 4.3. Obtain bids or negotiated proposals from qualified contractors 10. Notice to the Surety, the Owner or the Contractor shall be mailed or � acceptable to the Owner for a contract for performance and delivered to the address shown on the signature page, completion of the Construction Contract, arrange for a contract to 11. When this Bond has been furnished to comply with a statutory or i e prepared for execution by the Owner and the contractor other legal requirement in the location where the construction was to be 7. lected with the Owner's concurrence, to be secured with performed, any provision in this Bond conflicting with said statutory or rformance and payment bonds executed b a ;. ` f Y y qualified surety legal requirement shall be deemed deleted herefrorn and provisions ';.c„ ,;,•,. ;,, equivalent to the bonds issued on the Construction Contract, and conforming to such statutory or other legal requirement shall be deemed pay to the Owner the amount of damages as described in incorporated herein. The intent is that this Bond shall be construed as a „a Paragraph 6 in excess of the Balance of the Contract Price incurred statutory bond and not as a common law bond. by the Owner resulting from the Contractor's default; or 12. Definitions 4.4, Waive its right to perform and complete, arrange for 12.1. Balance of the Contract Price: The total amount payable by { completion, or obtain a new contractor and with reasonable the Owner to the Contractor under the Construction Contract after i promptness under the circumstances: t t . all proper adjustments have been made, including allowance to the I ,• •I 1. After investigation, determine the amount for which it Contractor of any amounts received or to be received by the Owner may be liable to the Owner and, as soon as practicable in settlement of insurance or other claims for damages to which the after the amount is determined, tender payment therefor Contractor is entitled, proper payments to the Owner; or reduced by all valid and made to or on behalf of the Contractor under the Construction I ; i 2" Deny liability in whole or in part and notify the Owner Contract. citing reasons therefor. I'•'{. : ' i' 12.2. Construction Contract: The agreement between the Owner Iti.l µ If the Surety does not proceed as provided in Paragraph 4 with and the Contractor identified on the signature pogo, including all 1] reasonable promptness, the Surety shall be deemed to be in default on Contract Documents and changes thereto, ( t its Bond fifteen days after receipt of an additional written notice from 12.3, Contractor Default: Failure o f t � he Contractor, which has j,; .:, -•;. ie Owner to the Surety demanding that the Surety perform its neither been remedied nor waived, to perform or otherwise to j ,•� ` legations under this Bond, and the Owner shall be entitled to enforce comply with the terms of the Construction Contract. any remedy available to the Owner. If the Surety proceeds as provided in 12.4. Owner Default: Failure of the Owner, which has neither been S, Subparagraph 4.4, and the Owner refuses the payment tendered or the remedied nor waived, to pay the Contractor as required by the j urety has denied liability, in whole or in part, without further notice the Construction Contract or to perform and complete or comply with wner shall be entitled to enforce any remedy available to the Owner. the other terms thereof. {fit({t:;i`:i''•'�:;'t: I i INFORMATION ONLY - Name Address and Telephone) G ' ; GENT or BROKER: OWNER'S REPRESENTATIVE (Architect, Engineer or other party): L on Risk Services of Missouri, Inc. 182 Maryland Avenue ;. layton, Missouri 63105 3189/GEEF 6/96 Page 2 of 2 I 1 " + •ryq++yi v ..,,y ..,ry....�•�yV rt r '�,r�"�'� F''�t ��„}'�nr'J'�e�'stY.SNZ,��B�;•?'41'�1`'Ir, `•'4AY+d�1��.'�':iLirr::irW'a.r.ev .. "'^"•�iN 'twV'{...i4/.��n..i,tiro W4:Si1ti�F+:1:ki!"wJ F1r+aY:i^^'UAN'.Mµf N'[rw45V?L.IFe;@ 1AV,�.d',�}r'�',',(j(�Svllr�'k�.y��,!"R�JT' t t A• /i t` a� cr � Y 11k#rF r + 7 - 4 .(r i i 4 tax} t ? t_,t5{ t' •i. �. e a , r.,L F � •t ; k. 7 ipyr , .. a . r t r,,�1 .. ., fir,:i .,',}7�r�1s.'.t• .. '.1•.• p k• h�t{° 11`'r' tl.�y.t .r, }�. Y...- ti '1 �. •.� ..,a.iy< r' 1�} 4) {•'m r\ �:! ,.'`jai�'+ ,! + ��K d4, Y�.t('�,/r ,cgu,�Y��r. n¢'a. ',):� Y a !) e z`. .. ., ,r •,r.r ..,.�',K.:,a t,•M.E. >,vey. 1, M,«S'�a.,, t7`ti, ��.��; �.,'i'L'f�1 !;�'��y{ ,t:r-• ;,p � 1, •' � .., . . .. �n ,�,,+.,�.�"�. ,., .?.•oa n. .._..,, ...E .,}-_. ,..,.. .�, 4' .'�. 1� rvr•�a' *�"� ''�"'. '€' �'t� �tr'ef i"� it�t• 1 t�Fl t f CONSTRUCTION PAYMENT BOND Bond 5980215 -- ny singular reference to Contractor, Surety, Owner or other party shall be considered plural where applicable. fT RACTOR (Name and Address): SURETY (Name and Principal Place of Business): i •-�""""Goodwin Bros,Construction Co. Snfeco Insurance Company of America 1766 Highway 61 South Snfeco Plaza ; Crystal City, Missouri 63019 Seattle, Washington 98135 7 �� " `} , OWNER (Name and Address): City of Jefferson City 320 East McCarty Street Jefferson City,Missouri 65101 ' :K,'✓y,ay to r CONSTRUCTION CONTRACT Date: June 21 2001 =5i7 Amount: $14,500,000.00-Fourteen Million Five Hundred Thousand&NO/100***** E Description (Name and Location): Project No.C295401-01 7. Jefferson City Water Pollution Control Facility Expansion >i { I OND t � � 4 i `" Date (Not earlier than Construction Contract Date): June 22 2001 Amount: $14,500,000.00- Fourteen Million Five Hundred Thousand&NO/100 Modifications to this Bond Form: +' Noner �,'. IitA11 r'.t.•. CONTRACTOR AS PRINCIPAL SURETY Company (Corp. Seal) Company: (Corp. Seal) }' ` ' Goodwin I3r 1 ruction Co, Safeco Insu ce Company of America j. ' Signature:t Signat e: r Name and Title'Brian Vestal, Vice Pr ident Name an j le: Renee A. Folkerts,Attorney-In-Fact ; ONTRACTOR AS PRINCIPAL SURETY 1' (Corp. eal Company: ( p• ) Company: ( p• 1 p y: (Corp. Seal Signature: Signature: :nX�,{, . Name and Title : Name and Title: ,t ' ; •7,45'.;•.•` k, •.,At`? JCDC No. 1910-28B 0984 Edition) repared through the joint efforts of the Surety Association of America, Engineers' Joint Contract Documents Committee, The Associated Generals ontractors of America, American Institute of Architects, American Subcontractors Association, and the Associated Specialty Contractors. .. ry1, ;'I 6.1 3169/GEEF 6/96 Page 1 of 2 q= ,�w A'�•' `..tit<, 4 r9'fi t � �t�4 ,. ax•n•rswsm'.pycti�yy�i i3iS3YF1` 4`.` nVt' tt'•`-"AAt "' a�"n•�';,e�tf'GW ,fFi' i • `{ t7 t �j�`J:yv R z� ', �.,' it i1.� 7 I .; ,j .* .t�. •.�i_E•_.,ic'�'�d � •:i'.trF?�•° �,. �}tiU' -i.t�'tX:r+ rr4.:• r ,c. > P i �i r :t' ,'7. �-r z. , ,'..S f.. ;',. ..;f�r4:'L"i'# t v, 5� t r ,y ;1t,.,fy�;: ctt,:. ,�,,; }.. •F: St, •, t r '�i t t '� ° i .:t', .�."{ .,, ;,i.a»'.:vn`s rat tx,,�yt:,' �[+•��55tt,, air t. ,�t<{' F,9i(,(t y'�z� .r ..,.`i .'.Sr lyt 4 F r 7 fr rf�� •`' ,I,.F, k.} #:. 'tip• i••.ils,• 'fit:�3} .::"$f1 : Y� 2 f ,`.'Jt: sr't�'•4.> � '.).•.�',}.o--;,•.\. '� \� J' �f't.r t 1. y?..i. .3.i1:. � f., pp S,.t-,,:�} �l, .,�yr' ii� au r; '�>4. (- :gT%• rt ,,U 4;! f; , .r i ! !. ' .:� 1 c 'S , ,�„�i. ,tq Lr':r.',� , t r 1r � ,.' E '� }.F3At r a 7�' � .t s. ' ! J A•-, tt.l •r'. ,� t � �` •.�j o-:,t$'.,;'}.izt , i�)a, R,.��'T,�.n: ��,��s ..,�' � ��5'a�:�7,t"..,{F r b t' ..i. :, , ;r- S S. t. r,,t ,' iy 1.t. ,•i�'if,}id" a .p J},{g K ✓ r , :/,W I �i` Sr ititf jp { .1' .C,� s �,;.. '�, � {{ N �4/ I tx'•r, t•tit` }'t. ,1,,...,, .Sk'�1.. ;1j 1'4` ,r. J :A >> ,t t '+ •i, ! o.• 4 ,y r r ,t f: •ir. jit'�, N } 4„;a,".. }})'j:�' t';klP ,�4�p4 + 'E r j • r, � i:...i �5,. ii. ! i ��1 e•., 1t,+ rh.r,'' y.. Ej.y ,.' y , w v 7.� .t.. �•: ,.. � y .z ';�i ... .. . n .,7.: ., ;�r:i .,,.�t }; v,?tas tM.tyr,s. .: �"�.r�+rrr�l+t- ..('� J lwner Tho Contractor and the Surety, jointly and severally, bind themselves, R. Amounts owed by the Owner to the Contractor under the eir heirs, executors, administrators, successors and assigns to the Construction Contract shall be used for the performance of the to pay for labor, materials and equipment furnished for use in the Construction Contract and to satisfy claims, if any, under any performance of the Construction Contract, which is incorporated heroin Construction Performance Bond. By the Contractor furnishing and the j7y reference. Owner accepting this Bond, they agree that all funds earned by the th respect to the Owner, this obligation shall be null and void if the Contractor in the performance of the Construction Contract are dodir:ated to satisfy obligations of the Contractor and the Surety under ctor this Bond, subject to the Owner's priority to use the funds for the .1. Promptly makes payment, directly or Indirectly, for all sums duo Claimants, and completion of the work. j 2.2. Defends, indemnifies and holds harmless the Owner from all 9. The Surety shall not be liable to the Owner, Claimants or others for ( claims, demands, liens or suits by any person or entity who obligations of the Contractor that are unrelated to the Construction furnished labor, materials or equipment for use in the performance Contract, The Owner shall not be liable for payment of any costs or . of the Construction Contract, provided the Owner has promptly expenses of any Claimant undm this Bond, and shall have under this notified the Contractor and the Surety (at the address described in Bond no obligations to make payments to, give notices on behalf of, or Paragraph 12) of any claims, demands, lions or suits and tendered otherwise have obligations to Claimants under this Bond. JJ defense of such claims, demands, (ions or suits to tlio Contractor 10. The Surety hereby waives notice of any change, including changes and the Surety, and provided there is no Owner Default• of time, to the Construction Contract or to related subcontracts, With respect to Claimants, this obligation shall be null and void if the purchase orders and other obligations. ' 11. No suit or action shall be commenced by a Claimant under this Bond Zontractor promptly makes payment, directly or indirectly, for all sums due other than in a court of competent jurisdiction in the location in which the work or part of the work is located or after the expiration of one year :a,:','. :..•.' 4. The Surety shall have no obligation to Claimants under this Bond until: from the date (1) on which the Claimant gave the notice required b 4,1. Claimants who are employed by or have a direct contract with Subparagraph 4.1 or Clause 4.2 (iii) or (2) on which tits last labor or xtin the Contractor have given notice to the Surety (at the address service was performed by anyone or the last materials or equipment described in Paragraph 12) and sent a copy, or notice thereof, to were furnished by anyone under the Construction Contract, whichever of the Owner, stating that a claim is being made under this Bond and, (1) or (2) first occurs. If the provisions of this Paragraph are void or with substantial accuracy, the amount of the claim. prohibited by law, the minimum period of limitation available to sureties 1 4.2. Claimants who do not have a direct contract with the as a defense in the jurisdiction of the Suit shall be applicable, �s] Contractor: 12. Notice to the Surety, the Owner or the Contractor shall be mailod or delivered to the address shown on the signature page. Actual receipt of ` Have furnished written notice to the Contractor and sent notice by Surety, the Owner or the Contractor, however accomplished, a copy, or notice thereof, to the Owner, within 90 days shall be sufficient compliance as of the date received at the address after having last performed labor or last furnished shown on the signature page. materials or equipment included in the claim stating, with 13, When this Bond has been furnished to comply with a statutory or substantial accuracy, the amount of the claim and the other legal requirement in the location where the construction was to be !�q name of the party to whom the materials were furnished performed, any provision in this Bond conflicting with said statutory or t or supplied or for whom the labor was done or performed; legal requirement shall be deemed deleted herefrom and provisions and conforming to such statutory or other legal requirement shall be deemed 2, Have either received a rejection in whole or in part from incorporated horein. The intent is, that this Bond shall be construed as a the Contractor, or not received within 30 days of statutory bond and not as a common law bond. furnishing the above notice any communication from the 14. Upon request by any person or entity appearing to be a potential Contractor by which the Contractor has indicated the } beneficiary of this Bond, the Contractor shall promptly furnish a copy of claim will be paid directly or indirectly; and this Bond or shall permit a copy to be made. 3• Not having been paid within the above 30 days, have 15. DEFINITIONS sent a written notice to the Surety (at the address 15.1. Claimant: An individual or entity having a direct contract described in Paragraph 12) and sent a copy, or notice with the Contractor or with a subcontractor of the Contractor to xil thereof, to the Owner, stating that a claim is being made furnish labor, materials or equipment for use in the performance of 1 under this Bond and enclosing a copy of the previous the Contract. The intent of this Bond shall be to include without written notice furnished to the Contractor. limitation in the terms "labor, materials or equipment" that part of Intractor If a notice required by Paragraph 4 is given by the Owner to the water, gas, power, light, heat, oil, gasoline, telephone service or or to the Surety, that is sufficient compliance. rental equipment used in the Construction Contract, architectural "( 'S 6. When the Claimant has satisfied the conditions of Paragraph 4, the and engineering services required for performance of the work of !i Surety shall promptly and at the Surety's expense take the following the Contractor and the Contractor s subcontractors, and all other i lions: items for which a mechanic's lien may be asserted in the jurisdiction where the labor, materials or equipment were furnished. ;'.;,;, •..:: r1 6,1. Send an answer to the Claimant, with a copy to the Owner, 15.2. Construction Contract: The agreement between the Owner II within 45 days after receipt of the claim, stating the amounts that and the Contractor identified on the signature page, including all are undisputed and the basis for challenging any amounts that are disputed. Contract Documents and changes thereto. . ` 5.3. Owner Default: Failure of the Owner, which has neither been 6.2. Pay or arrange for payment of any undisputed amounts. 1 The Surety's total obligation shall not exceed the amount of this remedied nor waived, to pay the Contractor as required by the i Bond and the amount of this Bond shall be credited for any payments Construction Contract or to perform and complete or comply with , the other terms thereof. ., ade in good faith by the Surety. t;=:•,;• :;. i 1 INFORMATION ONLY - Name, Address and Telephone) OWNER'S REPRESENTATIVE (Architect, Engineer or other party): ` GENT or BROKER: ' on Risk Services of Missouri, Inc, 182 Maryland Avenue, is'r,t 't. Louis, Missouri 63105 Page 2 of •3168/GEEF 6/96 lib 't r1k%Fy:%flr4c�..n.-. ... .-._......< •.«..«.....w:w.ssaR.a,;r�•az.<as�w>.+:.. 1,111,11� �� 1 r F , � ' = t ��1,ytf°ft�9 Y•1. f}jU�tk ti,i,. S: ra 7 J{.. i• '�4 i ( :_ it `Ne+..?. nx4g 4,,.I,:Y.tlSl',4...,Y;'i:) .f,:.7 r„.,u. , .<.•.,ee .. .,. r,r .. ., !.. ., r .. .,. Y.. ,,..”{ N,'lt•,n.t/,:YF.n.Se 1u . .t} I POWER SAFECO INSURANCE COMPANY OF AMERICA i A F E C 0- GENERAL INSURANCE COMPANY OF AMERICA 1, I' OF ATTORNEY HOME OFFICE: SAFECO PLA7_A —� SEATTLE,WASHINGTON 98185 4 No. 9606 ` ALL BY THESE PRESENTS; " `(hat SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY each a Washington con oration,does each hereby ' s OF AMERICA, i::.. appoint i•; ., sap••fora oars••••s••••stfs•ftfttf•f•••ftt•f•RL'NEGA.FOLKERTS;SANDRA L.iIAM;SL Louis,�1L550Unttt•tJtt•ftf•Y.pttttat•t•f•f•tt••t•0•t•gp••fftt0•tf•pt I',:.,: jits true and lawful attomey(s)-in-fact, with full authority to execute on its behalf fidelity and surety bonds or undertakings and other documents of a similar character Issued In the course of its business,and to bind the respective company thereby. '( IN WITNESS WHEREOF, SAFECO INSURANCE COMPANY OF AMERICA and GENERAL INSURANCE COMPANY OF AMERICA have each executed and Ll attested the.,;e presents this 13 day of January 1998 eted �r� R.A.PIERSON,SECRETARY W.RANDALL STODDARD,PRESIDENT I CERTIFICATE Extract from the By-Laws of SAFECO INSURANCE COMPANY OF AMERICA t' and of GENERAL INSURANCE COMPANY OF AMERICA: i i a "Article V, Section 13. - FIDELITY AND SURETY BONDS ...the President, any Vice President,the Secretary, and any Assistant Vice President appointed for that purpose by the officer In charge of surety operations,shall each have authority to appoint Individuals as altomeys-in-fact or under other appropriate tftles with authority to t ' execute on behalf of the company fidelity and surety bonds and other documents of similar character issued by the company in the course of its business...On any Instrument maldng or evidencing such appointment, the signatures may be affixed by facsimile. On any instrument conferring such authority or on any bond or ertaMng of the company,the seal,or a facsimile thereof,may be impressed or affixed or in any other manner reproduced;provided,however,that the seal shall not cessary to the validity of any such Instrument or undertaking." V' Extract from a Resolution of the Board of Directors of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA adopted July 28,1970. "On any certificate executed by the Secretary or an assistant secretary of the Company setting out, The provisions of Article V,Section 13 of the By-Laws,and (ii) A copy of the power-of-attorney appointment,executed pursuant thereto,and i Oii) Certifying that said power-of-attorney appointment is In full force and effect, i the signature of the ce rtifying office r may be by facsimile,and the,seal of the Company may be a facsimile thereof." ,R.A.Pierson,Secretary of SAFECO INSURANCE COMPANY OF AMERICA and of GENERAL INSURANCE COMPANY OF AMERICA,do hereby certify that the foregoing extracts of the By-Laws and of a Resolution of the Board of Directors of these co Y corporations,and of a Power of Attorney Issued pursuant thereto,are true and correct,and that both the By-Laws,the Resolution and the Power of Attorney are still in full force and effect. IN WITNESS WHEREOF,I have hereunto set my hand and affixed the facsimile seal of said corporation ' ! this 22nd day of June 2001 I W 1 r ME CO �.1 SEAL SEAL 1955 �� !e2'� ',:� �► tVASM �f/�aWaS�r`Rk R.A.PIERSON.SECRETARY { a S 097 /SAFE 7198 0 Registered trademark of SAFECO Corporation 12/04/1999 PDF s t'rF t Tl -�4f�}1�{!]i[�y9i,fNYYwr'PyFNfi!MYiWrt+<tau,W+luM H.rYAMt>�Gw!a,�•w-«r...-.• • +m `"rmu (16F)+S.'[.a++:tw YCA.wwiw � $5 r! �/ Kr,Srh nc�i3;40'm?!d'aat ++wrrw«xrmxrW+ Ftra'f4eu+�r,+!`"'1 r :. "t a 4 `4 x '7't ,j } } t 1 s Y r �f' ri ?Zc '�l�L} .�}Jy.l,Yt� ,a '�? t. .,_, :1 � ti S ��Y�t Yj v*r,tx•Y� t�'��".•%F�.S�l4ti�.d°"�F� �t,asJ }} stir {.;�ttt3 titi,r' +tt t. k�. r + ts"� :'S, _ ;' uR .tl,;.:'}h7,',,'5•t��33af ; JA a�?J 4iy rA:i {}f .�N. .+�'ti w 1��•'}'r}i yh4arJ i rW.M��h�l�Xl'v+irnl:}4,i;S51.�t}�(�'{{1..�Y1!Irt}1 WiDliTfnMM'.!WY,,.:wr.'.u..:..,.w.,....,. :.. .,.w...:wr+..sx .... �'•{�'� 4� �tY}�1.}S,3 t , . This document has important legal consequences; consultation with an attorney is encouraged with respect to its use or modification. This document should be adapted to the particular circumstances of the contemplated Project and the yx' y Controlling Law. 4�>' �t t STANDARD GENERAL CONDITIONS OF THE tiK1SY?ft t1b S xd !' '1 CONSTRUCTION CONTRACT Prepared by ' ENGINEERS JOINT CONTRACT DOCUMENTS COAMvIiT'I'EE fir`.' ' 1 and I)I [ tttt�5i tr 1t �� Issued and Published Jointly By � National Society of ,, t err rs•:' Professional Lnegineers Prolesslenal El lnaersin Private Practice AMERICAN SOCIETY OF 1'it;� AMERICAN CONSULTING, T, y CIVIL ENGINEERS � `t``,yt ENGINEERS COUNCIL V z- �(. � �' fir'°... ;. PROFESSIONAL ENGINEERS IN PRIVATE PRACTICEt", :.., a practice division of the NATIONAL SOCIETY OF PROFESSIONAL ENGINEERS -;J AMERICAN CONSULTING ENGINEERS COUNCIL ITt ' AMERICAN SOCIETY OF CIVIL ENGINEERS This document has been approved and endorsed by c Contractors of America ?'� rt�rJ'; The Associated General ' p. Construction Specifications Institute :•t°yr •O.wtbwrlll;trt )>{'f;'�`�,l',:y. }fit �, dtanrueun � \�S`;;��•,. � 3}44 •,'3 }#I t t�' i'f`'Jt1 4 't 4 Yk� These General Conditions have been prepared for use with the Owner-Contractor Agreements(No. 1910-8-A-1 or 1910- #t ,yn, : 8-A-2) (1996 Editions). Their provisions are interrelated and a change in one may necessitate a change in the other. y. ' Comments concerning their usage are contained in the EJCDC User's Guide (No. 1910-50). 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"Y. � .� .,�'; �i.�f:4�'`r ..L.r..w.�r,. r, P r ..-4,�,�; ,� t.,,~y�f�r,�s�ex ,'�. •, , ...'t.M;i,• a3ti��?f•r�dd:�.l;r;r.}�'�•.r;� 1,�+ a c.,,,,t: +'• it`'s';?(i;�s:>,r 3: J f'�,`,y:'�(}.`{elt/•Fr"t�if�' `',°e�1,i i:4. .��'ir�.j . d �`•�l �!``;• .'•t��+'�,'i�„ ,{.�"�"4�x��''" �""�,t ,��t '�"�� ; �� 1u�`' �s�j''f i�jT is£Jt�y.ltrl zk.'4 xY4,r �.>�} � rx,:�+5.'dsrl t�',i:,��+ "s: 71 r..FhNN.I Al f,N,.h,.S.P}he!,Tfi,..re •..: , .. , .. { kiW 1 ...� TABLE OF CONTENTS E�E „> �'`� fI- r 1 f ARTICLE 1 -DEFINITIONS AND TERMINOLOGY . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-6 f �.� 1.01 Defined Terms . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-6 1.02 Terminology . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-8 j ARTICLE 2-PRELIMINARY MATTERS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-9 2.01 Delivery of Bonds . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-9 1 1 . 2.02 Copies of Documents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-9 2.03 Commencement of Contract Times;Notice to Proceed . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-9 2.04 Starring the Work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-9 j 2.05 Before Starting Construction . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-9 v 2.06 Preconstruction Conference 00700- 10 2.07 Initial Acceptance of Schedules . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700- 10 I , ARTICLE 3-CONTRACT DOCUMENTS: INTENT, AMENDING, REUSE ... . . . . . . . . . . . . . . . . . . 00700- 10 3.01 Intent . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700- 10 3.02 Reference Standards . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700- 10 3.03 Reporting and Resolving Discrepancies . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700- 11 i 3.04 Amending and Supplementing Contract Documents . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700- 11 i 3.05 Reuse o Documents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700- 11 f ARTICLE 4 - AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; REFERENCE POINTS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700- 11 ' 4.01 Availability of Lands . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700- 11 4.02 Subsurface and Physical Conditions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700- 12 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700- 12 4.03 Differing Subsurface or Physical Conditions '''•`��' y��I,�: 4.04 Underground Facilities . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700- 13 4.05 Reference Points . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700- 13 4.06 Hazardous Environmental Condition at Site . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700- 14 ARTICLE 5-BONDS AND INSURANCE . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700- 15 5.01 Performance, Payment, and Other Bonds . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700- 15 5.02 Licensed Sureties and Insurers . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700- 15 {1 5.03 Certificates of Insurance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700- 15 5.04 CONTRACTOR's liability Insurance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700- 15 i 5.05 OWNER's Liability Insurance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700- 16 5.06 Property Insurance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700- 16 ±' ` i 5.07 Waiver of Rights . . . . . . . . . . . . . . . . . . . 00700- 17 J' ,5 5.08 Receipt and Application of Insurance.Proceeds . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700- 18 5.09 Acceptance of Bonds and Insurance; Option to Replace . . . . . . . . . . . . . . . . . . . . . . 00700- 18 5.10 Partial Utilization, Acknowledgment of Property Insurer . . . . . . . . . . . . . . . . . . . . . . . . 00700- 18 ARTICLE 6 - CONTRACTORS RESPONSIBILITIES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700- 18 II 6.01 Supervision and Superintendence . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700- 18 6,02 Labor; Working Hours . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700- 19 6.03 Services, Materials, and Equipment . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700- 19 6.04 Progress Schedule . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700- 19 6.05 Substitutes and "Or-Equals" . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700- 19 i 6.06 Concerning Subcontractors, Suppliers, and Others . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-20 {`'t:r•,1 6.07 Patent Fees and Royalties . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-21 6.08 Permits . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-21 ?' 6.09 Laws and Regulations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-22 6.10 Taxes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ' 00700-22 6.11 Use of Site and Other Areas . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-22 6.12 Record Documents . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-22 6.13 Safety and Protection . . . . . . . 00700-23 :} 6.14 Safety Representative . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-23. . . . . . . ,.J 6.15 Hazard Communication Programs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-23 00700 - 3 -�yM�db��.�v�AU�TFIY.PM�F?�.M/.�M�MSR�FIiI+11RPae3dNW1^•N.%GXYdt.NP'�p. ••-'"•.••••••••• c,✓�N�+GNI LCiC'i�l;^'tVvG%/eY `-rnrw-+,wwvn,RV• Mw.er�nwr CT .( *i..y ry, {y .r. c t N`� �i t s ` ' 1. 7 Gi �r�`. 1 i•�i �s a1�+w°I. f 6.16 Emergencies . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-23 n 6.17 Shop Drawings and Samples . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700.23 E 6.18 Continuing the Work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700,24 6.19 CONTRACTOR's General Warranty and Guarantee . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-25 6.20 Indemnification . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700,Z ARTICLE 7-OTHER WORK . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-26 ` 7.01 Related Wont at Site . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-26 7.02 Coordination • • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-26 ARTICLE 8-OWNER'S RESPONSIBILITIES . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-26 8.01 Communications to Contractor . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700.26 8.02 Replacement of ENGPVEER . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-26 _ i8.03 Furnish Data . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700- 26 ;;. 00700-26 8.04 Pay Promptly When Due . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . . • 00700- 8.05 Lands and Easements, Reports and Tests 26 •`j . '-�.�'�`;;; 8.06 Insurance . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-27 4 : 8.07 Change Orders . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-27 8.08 Inspections, Tests, and Approvals . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-27 8.09 Limitations on OWNER's Responsibilities . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-27 � r 8.10 Undisclosed Hazardous Environmental Condition . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-27 ; 8.11 Evidence of Financial Arrangements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-27 ` ARTICLE 9-ENGINEER'S STATUS DURING CONSTRUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-27 9.01 OWNER'S Representative . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-27 >;•-< ' � 9.02 Visits to Site . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700- 27 9.03 Project Representative . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-27 9.04 Clarifications and Interpretations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 9.05 Authorized Variations in Work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-28 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-28 9.06 Rejecting Defective Work . � . . . . . . . . . 9.07 Shop Drawings, Change Orders and Payments . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-28 00700-28 9.08 Determinations for Unit Price Work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . � I 9.09 Decisions on Requirements of Contract Documents and Acceptability of Work . . . . . . . . . . 00700-28 I 9.10 Limitations on ENGINEER's Authority and Responsibilities . . . . . . . . . . . . . . . . . . . . . . 00700-28 ARTICLE 10 - CHANGES IN THE WORK; CLAIMS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-29 10.01 Authorized Changes in the Work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-29 }: ` 10.02 Unauthorized Changes in the Work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 29 j i 10.03 Execution of Change Orders . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-29 10.04 Notification to Surety . . . . . . . . . . . . . 00700-29 10.05 Claims and Disputes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . W700 30 ARTICLE 11 -COST OF THE WORK; CASH ALLOWANCES; UNIT PRICE WORT{ . . . . . . . . . . . . . . 00700-30 r^j ,.� 11.01 Cost of the Work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 30 �,,,i 11.02 Cash Allowances . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-32 11.03 Unit Price Work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-32 ARTICLE 12 -CHANGE OF CONTRACT PRICE; CHANGE OF CONTRACT TIMES . . . . . . . . . . . . . 00700-33 12.01 Change of Contract Price . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 33 r`: �`i :Y.�"''` p' 12.02 Change of Contract Times . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 33 ''.,,,; 12.03 Delays Beyond CONTRACTOR's Control . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 -33 12.04 Delays Within CONTRACTOR's Control . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 -34 ,,.;, },`^^ .'• 00700 -34 NER'S and CONTRACTOR'S Control 12.05 Delays Beyond OW ''jj' 12.06 Delay Damages . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 -34 put ARTICLE 13 -TESTS AND INSPECTIONS; CORRECTION, REMOVAL OR ACCEPTANCE OF 00700 -34 DEFECTIVE WORK . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . • • . . • • . • • • . . . . . . . . • . • . . . . . . . . . . . • . . • . . • • . . . . . . . . 00700 -34 `i 13.01 Notice of Defects M /y� . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 -34 13.02 Access to Work 13.03 Tests and Inspections . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 -34 13.04 Uncovering Work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 -35 13.05 OWNER May Stop the Work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 -35 -35 f f . . . 00700 13.06 Correction or Removal o Defective Work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 4 t fh.+Yysk.'+'t.y'31'•',tSr wrw+ ,.-e,^^-• 717 r•-.-«rw+..r.u;a�xuut7.vraruxs.,,.>•. •i «..a.,.a.,wx.✓.•uw.cna'.1t'vii+ar.+.nYt+415rsu�FaraR'tr, ,u.+...• i r' ,-..» ar+ 'p t,� �� '�`� rjs. yl� Ilk F".2 .'c!}-r-N .;iSLrtyar 1 ?.Sth , Etg� 4 •r 9,11b-'v' a rw2 i { r' {) s� ! } f 1. r. ..�.•},,'Z'�, 'ter ;� r ;cr�.n "Jb,,4 .Y,,,k4 ;�' t �.,'�. } t::.t , �' s:{e,u .t«;.y';x," r+}'�.,F u`E�, 1 ?'"'`,,,:t'�•'R• +Ct,4i: .t. 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'a t { ; t '.t'.' 1 , ,,,�. t�7�ti7-�,":�k1,f, f.nf� .i.r3.n'*`' i �s3fc'7, `wAia`uettlrY%+1 k7fa'MF1b?V1RUhi:(,+tgr�+rw.we.»w.._.:j...a.,:v.:;.:.i~...L._.._,.-.; 1 ,.._..,..�:.n.Mwt,ali'rttu;Maf sriair.!Y'rn'{i+xa�y.:f:».m..,,,a<.,..,. �. .F, ...,,...a...i.til swmra?Ye'1fA:e[rM»,n^.n'raatvrnkikcs>rSfF' id+3ef�Aax«ii:+'?a,Ld1s:'•'�iU �.Y�' s%liir i.�rh+� 37r' : "fit' 13.07 Correction Period . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-35 13.08 Acceptance of Defective Work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-36 t ' 13.09 OWNER May Correct Defective Work . r . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-36 >{ r{Yr 4r a ARTICLE 14- PAYMENTS TO CONTRACTOR AND COMPLETION . . . . . . . . . . . . . . . . . . . . r . . . 00700-36 14.01 Schedule of Values . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 0070D-36 14.02 Progress Payments . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700.37wrlt 14.03 CONTRACTOR's Warranty of title . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-38 14.04 Substantial Completion . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-38 4 yY .t 14.05 Partial Utilization . . . . . . . . . . . r . . . . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . 00700.39 Al 14.06 Final Inspection . . . . . . . . . . . . . . . . . . . • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-39 14.07 Final Payment . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-39 ` 14.08 Final Completion Delayed . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-40 14.09 Waiver of Claims . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700 -40 ARTICLE 15 - SUSPENSION OF WORK AND TERMINATION . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-40 15.01 OWNER May Suspend Work . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-40 15.02 OWNER May Terminate for Cause . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-40 15.03 OWNER May Terminate For Convenience . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-41 15.04 CONTRACTOR May Stop Work or Terminate . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-41 <•;ro�,,:.:' ,f'.ry'. r. ARTICLE 16-DISPUTE RESOLUTION . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-41 16.01 Methods and Procedures . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-41 t ARTICLE 17-MISCELLANEOUS . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-42 17.01 Giving Notice . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-42 ,•�, 17.02 Computation of 7Fmes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-42 , 'j 17.03 Cumulative Remedies . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-42 17.04 Survival of Obligations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-42 4 " t., 17.05 Controlling Law . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 00700-42 a: ..i N �i(S."Filii'�t; rra F It �31H � ;•�r`fild4. 00700 -5 TIT ` •`ror,. �•, `v. 1M1'p%`""rFC'ti�'x,ir;,.h�'}. 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'• k, c � t .�4.'"1: ft..��.�ia-t ; !`y�rst�'r ly IV 4 , GENERAL CONDITIONS ARTICLE 1 - DEFINITIONS AND TERMINOLOGY Contract Times, issued on or afar the Effective Date of the Agreement, 1.01 Defined Terms 10. Claim—A demand or assertion by OWNER or + CONTRACTOR seeking an Edjustment of Contract Price A. Wherever used in the Contract Documents and or Contract Tithes,or both, or other relief with respect to printed with initial or all capital letters the terms listed the terms of the Contract. A demand for money or j below will have the meanings indicated which are applicable services a third party aPP by is not a Claim. .�,;{'., ,,•,k:,� to both the singular and plural thereof. - 11. Contract—The entire and integrated writteny I. Addenda—Written or graphic instruments issued agreement between the OWNER and CONTRACTOR prior to the opening of Bids which clarify, correct, or concerning the Work. The Contract supersedes prior change the Bidding Requirements or the Contract negotiations, representations, or agreements, whether + Duets• written or oral. 2. Agreement—The written instrument which is 12. Contract Documents--The Contract Documents �• evidence of the agreement between OWNER and establish the rights and obligations of the parties and CONTRACTOR covering the Work. include the Agreement, Addenda (which pertain to the �„ r Contract Documents), CONTRACTOR's Bid(including 3. Application for Payment—The form acceptable to documentation accompanying the Bid and any post Bid ENGINEER which is to be used by CONTRACTOR documentation submitted prior to the Notice of Award) .'.•' dozing the course of the Work in requesting progress or when attached as an exhibit to the Agreement, the Notice final payments and which is to be accompanied by such to Proceed, the Bonds, these General Conditions, the supporting documentation as is required by the Contract Supplementary Conditions, the Specifications and the Documents. Drawings as the same are more specifically identified in the Agreement, together with all Written Amendments, 4. Asbestos--Any material that contains more than Change Orders, Work Change Directives, Field Orders, one percent asbestos and is friable or is releasing asbestos and ENGINEER's written interpretations and fibers into the air above current action levels established clarifications issued on or after the Effective Date of the by the United States Occupational Safety and Health Agreement. Approved Shop Drawings and the reports Administration. and drawings of subsurface and physical conditions are c not Contract Documents. Only printed or hard copies of 5. Bid—The offer or proposal of a bidder submitted the items listed in this paragraph are Contract Documents. on the prescribed form setting forth the prices for the Piles in electronic media format of text data, graphics, t Work to be performed. and the like that may be furnished by OWNER to CONTRACTOR are not Contract Documents. 6. Bidding Documents--The Bidding Requirements and the proposed Contract Documents (including all 13. Contract Price—The moneys payable by OWNER Addenda issued prior to receipt of Bids P P )• to CONTRACTOR for completion of the Work in accordance with the Contract Documents as stated in the u 7�t IY 7. Bidding Requirements--The Advertisement or Agreement(subject to the provisions of paragraph 11.03 Invitation to Bid, Instructions to Bidders, Bid security in the case of Unit Price Work). •'(•�t;,:«::,;• '• form, if any, and the Bid form with any supplements. 14. Contract limes—The number of days or the dates y �`;`rfV`?.. 8. Bonds--Performance and payment bonds and stated in the A 'f Agreement to: (i) achieve Substantial other instruments of security. Completion; and ti complete the Work so that it is ready for final payment as evidenced by ENGINEER's written ,;4r '� ,:z•f..: 9. Change Order--A document recommended by recommendation of final payment. E�� :.,•.,; :; �: ENGINEER which is signed by CONTRACTOR and •' s OWNER and authorizes an addition, deletion, or revision 15, CONTRACTOR--The individual or entity with in the Work or an adjustment in the Contract Price or the whom OWNER has entered into the Agreement. F7 ;+ 00700- 6 t 2, L ^e ,quna+r+• i ^-w,'+wunuum a.G�S`.uMwx,+ ,u.u.'ewnnnwrtdnxpsntnr'+�ri rrt:it!•vts Ewa+ .,•, `*'^*`" F Y-t�L1kkr.�''t ';�;,o, S �y _' L '�� ' .. ` /t4 t �••. t :rY f+ Ytlt f'+ }�.y�}S{IBS FF � t'''3:, 16. Cost of the Work—See paragraph 11.01.A for 27. Milestone—A principal event specified in the definition. Contract Documents relating to an intermediate comple- tion date or time prior to Substantial Completion of all the Fµ ' 17. Drawings—That part of the Contract Documents Work. prepared or approved by ENGINEER which graphically shows the scope, extent, and character of the Work to be 2.8. Notice of Award—The written notice by OWNER performed by CONTRACTOR. Shop Drawings and to the apparent successful bidder stating that upon timely other CONTRACTOR submittals are not Drawings as so compliance by the apparent successful bidder with the defined. conditions listed precedent therein, OWNER will sign and i deliver the Agreement. 18. Effective Date of the Agreement—The date indicated in the Agreement on which it becomes effective, 29. Notice to Proceed A written notice given by `h but if no such date is indicated, it means the date on OWNER to CONTRACTOR fixing the date on which the I which the Agreement is signed and delivered by the last Contract Tunes will commence to run and on which ix' > of the two parties to sign and deliver. CONTRACTOR shall start to perform the Work under the Contract Documents. 19. ENGINEER—The individual or entity named as such in the Agreement. 30. OWNER—The individual, entity, public body, or i authority with whom CONTRACTOR has entered into j 20. ENGMEER's Consultant—An individual or entity the Agreement and for whom the Work is to be j having a contract with ENGINEER to furnish services as performed. ENGINEER's independent professional associate or ` consultant with respect to the Project and who is 31. Partial Utilization—Use by OWNER of a substan- identified as such in the Supplementary Conditions. tially completed part of the Work for the purpose for ' which it is intended (or a related purpose) prior to 21. Field Order—A written order issued by ENGI- Substantial Completion of all the Work. r NEER which requires minor changes in the Work but which does not involve a change in the Contract Price or 32. PCBs—Polychlorinated bi hen ls. g Y P Y the Contract Times. 33. Petroleum—Petroleum, including crude oil or any 22. General Requirements—Sections of Division 1 of fraction thereof which is liquid at standard conditions of ' the Specifications. The General Requirements pertain to temperature and pressure(60 degrees Fahrenheit and 14.7 f j r all sections of the Specifications. pounds per square inch absolute), such as oil, petroleum, fuel oil, oil sludge, oil refine, gasoline, kerosene, and oil 23. Hazardous Environmental Condition—The mixed with other non-Hazardous Waste and crude oils. presence at the Site of Asbestos, PCBs, Petroleum, Hazardous Waste, or Radioactive Material in such 34. Project—The total construction of which the s quantities or circumstances that may present a substantial Work to be performed under the Contract Documents danger to persons or property exposed thereto in may be the whole, or a part as may be indicated I connection with the Work. elsewhere in the Contract Documents. 24. Hazardous Waste--The term Hazardous Waste 35. Project Manual—The bound documentary shall have the meaning provided in Section 1004 of the information prepared for bidding and constructing the Solid Waste Disposal Act (42 USC Section 6903) as Work. A listing of the contents of the Project Manual, amended from time to time, which may be bound in one or more volumes, is contained in the table(s) of contents. 25. Laws and Regulations,Laws or Regulations—Any and all applicable laws, rules, regulations, ordinances, 36. Radioactive Material—Source, special nuclear, or codes, and orders of any and all governmental bodies, byproduct material as defined by the Atomic Energy Act agencies, authorities, and courts having jurisdiction, of 1954(42 USC Section 2011 et seq.) as amended from n�1 time to time. 26. Liens--Charges, security interests, or i encumbrances upon Project funds real property, or 37. Resident Project Representative--The authorized personal property. ' Pe P PertY• representative of ENGINEER who may be assigned to the Ti Site or any part thereof. 00700 - 7 "`"�'1 ?YI',1,W1rY+31dcg3'St'utm r.+,.+,»rnawnt:N...a.,r«,.nw,nvn+,w.rt¢w•rw,,,.,....... ...__..«_,.,..,..,..,- .rt .r, ..Se v ` ; 1 a .. .u*34kYe» n,.x............. ... ....... _.,.. ., .. .. ... ,... ........... 38. Samples—Physical examples of materials, steam, liquid petroleum products, telephone or other equipment, or workmanship that are representative of communications, cable television, water, wastewater, some portion of the Work and which establish the storm water, other liquids or chemicals, or traffic or j i standards by which such portion of the Work will be other control systems. t .�«�•v judged, j 47. Unit Price Word:--Work to be paid for on the 39. Shop Drawings--All drawings,diagrams,illustra- basis of unit prices. lions, schedules, and other data or information which are specifically prepared or assembled by or for CON- 48. Work—The entire completed construction or the TRACTOR and submitted by CONTRACTOR to various separately identifiable parts thereof requitrd to be illustrate some portion of the Work. provided under the Contract Documents. Work includes and is the result of performing or providing all labor, 40. Site—Lands or areas indicated in the Contract services, and documentation necessary to produce such Documents as being furnished by OWNER upon which construct ion,and furnishing, installing, and incorporating r ; the Work is to be performed, including rights-of-way and all materials and equipment into such construction, all as easements for access thereto, and such other lands required by the Contract Documents. furnished by OWNER which are designated for the use of �I CONTRACTOR. 49. Work Change Directive--A written statement to CONTRACTOR issued on or after the Effective Date of i ,J 41. Specifications--That part of the Contract the Agreement and signed by OWNER and recommended 1 Documents consisting of written technical descriptions of by ENGINEER ordering an addition,deletion,or revision r� materials, equipment, systems, standards, and in the Work, or responding to differing or unforeseen f s applied to the Work and certain subsurface or physical conditions under which the Work 4 f P administrative details applicable thereto. is to be performed or to emergencies. A Work Change Directive will not change the Contract Price or the 42. Subcontractor--An individual or entity having a Contract Times but is evidence that the parties expect that ' direct contract with CONTRACTOR or with any other the change ordered or documented by a Work Change Subcontractor for the performance of a part of the Work Directive will be incorporated in a subsequently issued at the Site. Change Order following negotiations by the parties as to its effect, if any, on the Contract Price or Contract 43. Substantial Completion--The time at which the Times. { Work(or a specified part thereof) has progressed to the point where, in the opinion of ENGINEER, the Work(or 50. Written Amendment--A written statement a specified part thereof) is sufficiently complete, in modifying the Contract Documents, signed by OWNER accordance with the Contract Documents, so that the and CONTRACTOR on or after the Effective Date of the (" Work(or a specified part thereof) can be utilized for the Agreement and normally dealing with the nonengineering i purposes for which it is intended. The terms or nontechnical rather than strictly construction-related "substantially complete" and "substantially completed" as aspects of the Contract Documents. applied to all or part of the Work refer to Substantial 1.02 Completion thereof. 'Terminology ! 44. Supplementary Conditions—That part of the A. Intent of Certain Terms or Adjectives j Contract Documents which amends or supplements these General Conditions. 1. Whenever in the Contract Documents the terms as allowed," "as approved," or terms of like effect or 45. Supplier—A manufacturer, fabricator, supplier, import are used, or the adjectives "reasonable, ,,, ,1�: ,•;_fi: distributor, materialman, or vendor having a direct "suitable," "acceptable," "proper," "satisfactory," or contract with CONTRACTOR or with any Subcontractor adjectives of like effect or import are used to describe an fa to furnish materials or equipment to be incorporated in action or determination of ENGINEER as to the Work, it the Work by CONTRACTOR or any Subcontractor. is intended that such action or determination will be solely to evaluate, in general, the completed Work for 46. Underground Facilities--All underground compliance with the requirements of and information in f :. pipelines, conduits, ducts, cables, wires, manholes, �� the Contract Documents and conformance with the design vaults tanks, tunnels, or other such facilities or concept of the completed Project as a functioning whole yf �rpt attachments, and any encasements containing such as shown or indicated in the Contract Documents (unless facilities, including those that convey electricity, gases, there is a specific statement indicating otherwise). The . 00700 8r �.yry,ylyKyyyufea., •• «••• W-rwawer¢+;rxsA.nc{rawv .•• .. ••.•'•.••••"' ^^"•^,••.xun+r;ier:o.:awFaw4rMiaosat t p ��yt�l} ,1 fir.✓ef �7Nr'4 �'ti t i s4(• Ir use of any such term or adjective shall not be effective to ARTICLE 2. PRELDHNARly MATTERS .. assign to ENGINEER any duty or authority to supervise or direct the performance of the Work or any duty or � authori ty to undertake responsibility contrary to the 2.01 Delivery of Bonds ,d Provisions of paragraph 9.10 or any other provision of the Contract Documents. A. When CONTRACTOR delivers the executed E B. Day Agreements to OWNER, CONTRACTOR shall also deliver to OWNER such Bonds as CONTRACTOR may be requited .,I I. The word "day" constitute furnish. " Y" �� a calendar day of 24 hours measured from midnight to the next midnight. 2.02 Copies of Documents t I ! C. Defective A. OWNER shall furnish to CONTRACTOR up to ten " copies of the Contract Documents. Additional copies will be 1. The word "defective, when moth fying the word furbished upon request at the cost of reproduction. "Work," refers to Work that is unsatisfactory, faulty, or I deficient in that it does not conform to the Contract 2,03 Commencement Corti 1,: :`:;'.;,; •: Documents or does not meet the requirements of any of ract %Notice to Proceed j inspection, reference standard, test, or approval referred A. The Contract Times will commence to run on the to in the Contract Documents, or has been damaged prior thirtieth day after the Effective Date of the Agreement or, if to ENGINEER's recommendation of final payment a Notice to Proceed is given, on the day indicated in the (unless responsibility for the protection thereof has been Notice to Proceed. A Notice to Proceed may be given at any i assumed by OWNER at Substantial Completion in actor- time within 30 days after the Effective Date of the j dance with paragraph 14.04 or 14.05). Agreement. In no event will the Contract Times commence L.. � to run later than the sixtieth day after the day of Bid opening D. Furnish, Install, Perform, Provide or the thirtieth day after the Effective Date of the Agreement, l whichever date is earlier, I 1. The word "furnish," when used in connection with services, materials, or equipment, shall mean to 2.04 Starling the Work supply and deliver said services, materials, or equipment w to the Site(or some other specified location)ready for use A. CONTRACTOR shall slant to perform the Work on f or installation and in usable or operable condition. the date when the Contract Times commence to nun. No Work shall be done at the Site prior to the date on which the ! 2. The word "install," when used in connection Contract Times commence to run, with services, materials, or equipment, shall mean to put into use or lace in final P� position said services, materials, 2.05 Before Starting Construction or equipment complete and ready for intended use. A. COMRACTOR's Review of Contract Documents: f 3. The words "perform" or "provide," when used Before undertaking each part of the Work CONTRACTOR �,. . `:,,•r.;. ' in connection with services, materials, or equipment, shall carefully study and compare the Contract Documents shall mean to furnish and install said services, materials, and check and verify or equipment complete and ready for intended use, applicable field measurements. CONTRACTOR shall f promptly report in writing o ENGINEER 4. When "furnish," "install," "perform," or "pro- ambiguity, g INFER any conflict, error, ` p guity, or discrepancy which CONTRACTOR may vide" is not used in connection with services, materials, discover and shall obtain a written interpretation or or equipment in a context clearly requiring an obligation clarification from ENGINEER before proceeding with any of CONTRACTOR, "provide" is implied. Work affected thereby; however, CONTRACTOR shall not l be liable to OWNER or ENGINEER for failure to report any E. Unless stated otherwise in the Contract Documents, conflict, error, ambiguity, or discrepancy in the Contract f words or phrases which have a well-known technical or Documents unless CONTRACTOR knew or reasonably constriction industry or trade m caning are used in the should have known thereof. Contract Documents in accordance with such recognized meaning, B. Preliminary Schedules: Within ten days after the Effective Date of the Agreement(unless otherwise specified 00700 - 9 ! r Cal 1 • ' I in the General Regttirements), CONTRACTOR shall submit I. The progress schedule will be acceptable to �(y to ENGINEER for its timely review: ENGINEER if it provides an orderly progression of the Work to completion within any specified Milestones and { 1 I. a preliminary progress schedule indicating the the Contract Times. Such acceptance will not impose on times (numbers of days or dates) for starting and ENGINEER responsibility for the progress i �� ry p gress schedule, for completing the various stages of the Work, including any sequencing, scheduling, or progress of the Work nor Milestones specified in the Contract Documents; interfere with or relieve CONTRACTOR from CONTRACTOR's full responsibility therefor. 2, a preliminary schedule of Shop Drawing and d Sample submittals which will list each required submittal 2. CONTRACTOR's schedule of Shop Drawing and i and the times for submitting, reviewing, and processing Sample submittals will be acceptable to ENGINEER if it I such submittal; and provides a workable arrangement for reviewing and processing the required submittals. ':: 3. a preliminary schedule of values for all of the Work which includes quantities and prices of items which 3. CONTRACTOR's schedule of values will be <' when added together equal qual the Contract Price and subdi- acceptable to ENGINEER as to.form and substance if it vides the Work into component parts in sufficient detail provides a reasonable allocation of the Contract Price to to serve as the basis for progress payments during component parts of the Work. w ?, Performance of the Work. Such prices will include an appropriate amount of overhead and profit applicable to j each item of Work. ARTICLE 3- CONTRACT DOCUMENTS: INTENT, !, r AMENDING, REUSE 1 C. Evidence of Insurance: Before any Work at the Site Li is started, CONTRACTOR and OWNER shall each deliver to the other, with copies to each additional insured identified 3.01 Intent to the Supplementary Conditions, certificates of insurance (and other evidence of insurance which either of them or any A. The Contract Documents are complementary; what � additional insured may reasonably request) which is called for by one is as binding as if called for by all. CONTRACTOR and OWNER respectively are required to purchase and maintain in accordance with Article 5. B. It is the intent of the Contract Documents to describe a functionally complete Project (or part thereof) to be 2.06 Preconstruction Con f erence constructed in accordance `'. with the Contract Documents. Any labor, documentation, services, materials, or equipment A. Within 20 days after the Contract Times start to run, Y that may reasonably be inferred from the Contract Dtrcu- j but before any Work at the Site is started, a conference ments or from prevailing custom or trade usage as being ` attended by CONTRACTOR, ENGINEER, and others as required to produce the intend P intended result will be provided 1 ' J appropriate will be held to establish a working understanding whether or not specifically called for at no additional cost to among the parties as to the Work and to discuss the schedules OWNER, referred to in paragraph 2.05.11, procedures for handling Shop Drawings and other submittals, processing Applications C. Clarifications and interpretations of the Contract for Payment, and maintaining required records. Documents shall be issued by ENGINEER as provided in Article 9. 2.07 Initial Acceptance of Schedules 3.02 Reference Standards A. Unless otherwise provided in the Contract Docu- ments, at least ten days before submission of the first A. Standards, Specifications, Codes, Laws, and ry t Application for Payment a conference attended by CON- Regulations TRACTOR, ENGINEER, and others as appropriate will be held to review for acceptability to ENGINEER as provided 1. Reference to standards specifications, manuals,�' „r .•.�,� below the schedules submitted in accordance with paragraph or codes of any technical society, organization, or 2.05.B. CONTRACTOR shall have an additional ten days to association, or to Laws or Regulations whether such make corrections and adjustments and to complete and reference be specific or by implication, shall mean the resubmit the schedules. No progress payment shall be made standard, specification, manual, code, or Laws or Regina- ' �; ��,a±:;•_. ;�, to CONTRACTOR until acceptable schedules are submitted lions in effect at the time of opening of Bids (or on the k to ENGINEER. Effective Date of the Agreement if there were no Bids), Vii,}''��1.`� ` •��"Y,l".P 00700 ;;i•��• ;,{ 71 rk ^•, .a.e.. .. .. nwwr.rw•.ar..w.:»sy.M:.r.,,...-... . y :+d.:"i}j�t7�'s.4drr�. �yn1. r .. •rec,sr,u i.'.,,r:cmnrr.•.•cw5,..:,,, '-�-»ra,.y.rt t5 ��d'�l"r4 ,.!��t�•'. i v q Vi 4 r`r c, 1, except as may be otherwise specifically stated in the 3.04 Amending and Supplementing Contract Documents Contract Documents. A. The Contract Documents may be amended to provide 2. No sion of prove. any such standard, specification, for additions, deletions, and revisions in the Work or to � manual or code, or any instruction of a Supplier shall be modify the terms and conditious thereof in one or more of the effective to change the duties or responsibilities of folio ways:g respo wing (i) a Written Amendment; (ii) a Change OWNER, CONTRACTOR, or ENGINEER, or any of Order; or(iii)a Work Change Directive. I their subcontractors, consultants, agents, or employees • from those set forth in the Contract Documents, nor shall B. The requirements of the Contract Documents may be any such provision or instruction be effective to assign to supplemented, and minor variations and deviations in the OWNER, ENGINEER, or any of ENGINEER's Work may be authorized, by one or more of the following �. „ i Consultants, agents, or employees any duty or authority ways: (i) a Field Order; (ii) ENGINEER's approval of a to supervise or direct the performance of the Work or any Shop Drawing or Sample; or (iii) ENGINEER's written duty or authority to undertake responsibility inconsistent interpretation or clarification. with the provisions of the Contract Documents. 3.05 Reuse of Documents 3.03 Reporting and Resolving Discrepancies A. CONTRACTOR and any Subcontractor or Supplier A. Reporting Discrepancies or other individual or entity performing or furnishing airy of the Work under a direct or indirect contract with OWNER: 1. If, during the performance of the Work (i) shall not have or ac quire any title to or ownership rights >! CONTRACTOR discovers any conflict, error, ambiguity, in any of the Drawings, Specifications, or other documents t or discrepancy within the Contract Documents or between (or copies of any thereof)prepared by or bearing the seal of the Contract Documents and any provision of any Law or ENGINEER or ENGINEER's Consultant, including Regulation applicable to the performance of the Work or electronic media editions; and(ii)shall not reuse any of such ` of any standard, specification, manual or code, or of any Drawings, Specifications, other documents, or copies thereof instruction of an Supplier, CONTRACTOR shall r .. Y uPP� sport on extensions of the Project or any other project without it to ENGINEER in writing at once. CONTRACTOR written consent of OWNER and ENGINEER and specific { shall not proceed with the Work affected thereby (except written verification or adaption by ENGINEER. This `. in an emergency as required by paragraph 6.16.A) until prohibition will survive final payment, completion, and an amendment or supplement to the Contract Documents acceptance of the Work, or termination or completion of the has been issued by one of the methods indicated in Contract. Nothing herein shall preclude CONTRACTOR (,,,:;;: -. •;,: paragraph 3.04;provided,however, that CONTRACTOR from retaining copies of the Contract Documents for record shall not be liable to OWNER or ENGINEER for failure purposes. to report any such conflict, error, ambiguity, or dis- crepancy unless CONTRACTOR knew or reasonably . should have known thereof. ARTICLE 4 - AVAILABILITY OF LANDS; SUBSURFACE AND PHYSICAL CONDITIONS; i� B. Resolving Discrepancies REFERENCE POINTS 1. Except as p may be otherwise specifically stated in ! '•y �, the Contract Documents, the provisions of the Contract 4.01 Availability of Lands Documents shall take precedence in resolving an conflict, error, ambiguity, or discrepancy between the A. OWNER shall furnish the Site. OWNER shall notify ` provisions of the Contract Documents and: CONTRACTOR of any encumbrances or restrictions not of general application but specifically related to use of the Site a. the provisions of any standard, specification, with which CONTRACTOR must comply in performing the manual, code, or instruction(whether or not specifi- Work. OWNER will obtain in a timely manner and pay for tally incorporated by reference in the Contract easements for permanent structures or permanent changes in Documents or ); existing facilities. If CONTRACTOR and OWNER are i�':��',� ,;<:'+:=4<•,_ ° unable to agree on entitlement to or on the amount or extent, �r�„V t` b. the provisions of any Laws or Regulations if any, of any adjustment in the Contract Price or Contract applicable to the performance of the Work (unless Times, or both, as a result of any delay in OWNER'S such an interpretation of the provisions of the famishing the Site CONTRACTOR may make a Claim f` Contract Documents would result in violation of such therefor as provided in paragraph 10.05. Law or Regulation). 00700 11 f'..`.�"--'r4�kii�Cifyb aS'.HSwnY.4miiv6aw,u { 1 4 • M�cWX.a MY4MM } Mimi I ,FJ I B. Upon reasonable written request, OWNER shall 4.03 Dorering Subsurface or Physical Conditions (� furnish CONTRACTOR with a current statement of record { legal title and legal description of the lands upon which the A. Notice: If CONTRACTOR believes that any subsur- Work is to be performed and OWNER's interest therein as face or physical condition at or contiguous to the Site that is 1 necessary for giving notice of or filing a mechanic's or uncovered or revealed either: Ibl construction lien against such lands in accordance with applicable Iaws and Regulations. 1. is of such a nature as to establish that any "technical data" on which CONTRACTOR is entitled to j C. CONTRACTOR shall provide for all additional lands rely as provided in paragraph 4.02 is materially 0 :,.- I I and access thereto that may be required for temporary inaccurate; or construction facilities or storage of materials and equipment. 2. is of such a nature as to require a change in the 4.02 Subsurface and Physical Conditions Contract Documents; or 4vlti;+ A. Reports and Drawings: The Supplementary 3. differs materially from that shown or indicated in Conditions identify: the Contract Documents; or j 1. those reports of explorations and tests of 4. is of an unusual nature, and differs materially i 1 subsurface conditions at or contiguous to the Site that from conditions ordinarily encountered and generally ENGINEER has used in preparing the Contract Docu- recognized as inherent in work of the character provided ., ments; and for in the Contract Documents; 2. those drawings of physical conditions in or then CONTRACTOR shalt,promptly after becoming aware i relating to existing surface or subsurface structures at or thereof and before further disturbing the subsurface or contiguous to the Site(except Underground Facilities)that physical conditions or performing any Work in connection ENGINEER has used in preparing the Contract therewith(except in an emergency as required by paragraph Documents. 6.16.A), notify OWNER and ENGINEER in writing about + such condition. CON'T'RACTOR shall not further disturb f B. Limited Reliance by CONTRACTOR on Technical such condition or perform any Work in connection therewith Data Authorized: CONTRACTOR may rely upon the (except as aforesaid)until receipt of written order to do so. general accuracy of the "technical data" contained in such I.r reports and drawings, but such reports and drawings are not B. ENGMEER's Review: After receipt of written notice , Contract Documents. Such "technical data" is identified in as required by paragraph 4.03.A, ENGINEER will promptly the Supplementary Conditions. Except for such reliance on review the pertinent condition, determine the necessity of such "technical data," CONTRACTOR may not rely upon or OWNER's obtaining additional exploration or tests with j . make an Claim against OWNER, ENGINEER or an of re thereto and advise OWNER in writing (with a y g Y � � g cePY ,I ENGINEER's Consultants with respect to: to CONTRACTOR) of ENGINEER's findings and , ,j conclusions. j 1. the completeness of such reports and drawings for CONTRACTOR's purposes, including, but not C. Possible Price and Times Adjustments } limited to, any aspects of the means methods techniques, sequences, and procedures of constriction to 1. The Contract Price or the Contract Times, or .� be employed by CONTRACTOR, and safety precautions both will be equitably adjusted to the extent that the '= and programs incident thereto; or existence of such differing subsurface or physical j condition causes an increase or decrease in 2. other data, interpretations, opinions, and CONTRACTOR's cost of, or time required for, perfor- information contained in such reports or shown or mance of the Work; subject, however, to the following: indicated in such drawings; or ,y;,1� ��,�' ••. i a. such condition must meet any one or more of i 3. any CONTRACTOR interpretation of or the categories described in paragraph 4.03.A; and conclusion drawn from any "technical data" or any such � J wf Jr < other data, interpretations, opinions, or information. b. with respect to Work that is paid for on a i Unit Price Basis, any adjustment in Contract Price will be subject to the provisions of paragraphs 9.013 17 and 11.03. ' .�n:"'t S ', .. .. x+..tow.r e+ ...„.•.•_• +w+ a..,,:1.'itii%Rr:ir:f« j.5�h.,';?ERiit;aa•a.vx..... i i .... � vl �` ....•.swcF I: rid '��+t,�s+`+�/�f�' f1 t� rr t ' ' .. r ! .�J�v,3#'y�,}•, ifyk.�°{�d1 f..,f. '�' ' f y ..... r j VI --1 2. CONTRACTOR shall not be entitled to any b. locating all Underground Facilities shown or adjustment in the Contract Price or Contract Times if: indicated in the Contmet Documents, , a. CONTRACTOR knew of the existence of c, coordination of the Work with the owners of f; such conditions at the time CONTRACTOR made a such Underground Facilities, including OWNER, I final commitment to OWNER in respect of Contract during construction, and Price and Contract Times by the submission of a Bid or becoming bound under a negotiated contract; or d. the safety and protection of all such Under- ground Facilities and repairing any damage thereto b. the existence of such condition could resulting from the Work. ..� reasonably have been discovered or revealed as a 4 I result of any examination, investigation, exploration, B. Not Shawn or Indicated test, or study of the Site and contiguous areas f required by the Bidding Requirements or Contract 1. If an Underground Facility is uncovered or .' • :,': Documents to be conducted by or for CON- revealed at or contiguous to the Site which was not Shown pry,! TRACTOR.prior to CONTRACTOR's making such or indicated, or not shown or indicated with reasonablewr='' final commitment; or accuracy in the Contract Documents, CONTRACTOR shall,promptly after becoming aware thereof and before t c. CONTRACTOR failed to give the written further disturbing conditions affected thereby or notice within the time and as required by paragraph performing any Work in connection therewith(except in 4.03.A. an emergency as required by paragraph 6.16.A), identify E the owner of such Underground Facility and give written 3. If OWNER and CONTRACTOR are unable to notice to that owner and to OWNER and ENGINEER. agree on entitlement to or on the amount or extent, if any, ENGINEER will promptly review the Underground of any adjustment in the Contract Pricy or Contract Facility and determine the extent, if any, to which a F" Times, or both, a Claim may be made therefor as change is required in the Contract Documents to reflect provided in paragraph 10.05. However, OWNER, and document the consequences of the existence or ENGINEER, and ENGINEER's Consultants shall not be location of the Underground Facility. During such time, liable to CONTRACTOR for any claims, costs, losses, or CONTRACTOR shall be responsible for the safety and damages(including but not limited to all fees and charges protection of such Underground Facility. �>':. : :•_ of engineers, architects, attorneys, and other professionals and all court or arbitration or other dispute resolution 2. If ENGINEER concludes that a change in the ' costs) sustained by CONTRACTOR on or in connection Contract Documents is required, a Work Change with any other project or anticipated project. Directive or a Change Order will be issued to reflect and r document such consequences. An equitable adjustment E k:. 4.04 Underground Facilities shall be trade in the Contract Price of Contract Times, or j both, to the extent that they are attributable to the i A. Shown or Indicated:The information and data shown existence or location of any Underground Facility that , or indicated in the Contract Documents with respect to was not shown or indicated or not shown or indicated k existing Underground Facilities at or contiguous to the Site with reasonable accuracy in the Contract Documents and is based on information and data furnished to OWNER or that CONTRACTOR did not know of and could not ENGINEER by the owners of such Underground Facilities, reasonably have been expected to be aware of or to have including WNER, or others. Unless it is otherwise anticipated. If OWNER and CONTRACTOR are unable g Y P expressly provided in the Supplementary Conditions: to agree on entitlement to or on the amount or extent, if any,of any such adjustment in Contract Price or Contract 1. OWNER and ENGINEER shall not be Times, OWNER or CONTRACTOR may make a Claim responsible for the accuracy or completeness of an such therefor as provided in paragraph 10.05. f po Y P Y P 1 ' 1 information or data; and i 4.05 Reference Points ; 2. the cost of all of the following will be included in the Contract Price, and CONTRACTOR shall have full A. OWNER shall provide engineering surveys to responsibility for: establish reference points for construction which in ? ENGINEER's judgment are necessary to enable CON- rx a. reviewing and checking all such information TRACTOR to proceed with the Work. CONTRACTOR and data, shall be responsible for laying out the Work, shall protect and ' preserve the established reference points and property wF 00700 - 13 .•'" d19A1%JPY.d�p11J.'t�'aP7ia.MX'Uiata`s'its''1S'l+tvBhlY.uAC7Jt�ka;h'i"s,Y+Vr)rsnt:w�v......._.- ,f .. . . .... _ ..,...,.y...,.....ss4n..Ar.:nhr.�+..-,•••.•.._•.. —•,,..•...,wepr.+mwmn+«,y... � �{'�{ !� u W 1 .. .... . .. ... ., .._.. . ...,..... .,fain. ' �E monuments, and shall make no changes or relocations Environmental Condition, CONTRACTOR shall immedi- without the prior written approval of OWNER. ately: (i)secure or otherwise isolate such condition; (ii)stop ' CONTRACTOR shall report to ENGINEER whenever any all Work in connection with such condition and in any area reference point or property monument is lost or destroyed or affected thereby (except in an emergency as required by l requires relocation because of necessary changes in grades or paragraph 6.16); and (iii)notify OWNER and ENGINEER f AD locations, and shall be responsible for the accurate (and promptly thereafter confirm such notice in wriiing). G;•J replacement or relocation of such reference. points or OWNER shall promptly consult with ENG1TgM concerning property monuments by professionally qualified personnel. the necessity for OWNER tea retain a qualified expert to � evaluate such condition or take corrective action, if any. 4.06 Xazardvus Ennrimnmental Condition a1 Site E. CONTRACTOR shall not be required to resume A. Reports and Drawings: Reference is made to the Work in connection with such condition or in any affected Supplementary Conditions for the identification of those area until afar OWNER has obtained any required permits L reports and drawings relating to a Hazardous Environmental related thereto and delivered to CONTRACTOR written Condition identified at the Site, if any,that have been utilized notice: (i) specifying that such condition and any affected :,; �-::��;;r�•, �>. by the ENGINEER in the preparation of the Contract area is or has been rendered safe for the resumption of Work; Documents. or (ii) specifying any special conditions under which such Work may be resumed safely. If OWNER and E. Limited Reliance by CONTRACTOR on Technical CONTRACTOR cannot agree as to entitlement to or on the1i Data Authorized: CONTRACTOR may rely upon the amount or extent, if any, of any adjustment in Contract Price general accuracy of the "technical data" contained in such or Contract Times, or both, as a result of such Work stop- reports and drawings,but such reports and drawings are not page or such special conditions under which Work is agreed I ' Contract Documents. Such "technical data" is identified in to be resumed by CONTRACTOR, either parry may make a j the Supplementary Conditions. Except for such reliance on Claim therefor as provided in paragraph 10.05. such"technical data,"CONTRACTOR may not rely upon or j make any Claim against OWNER, ENGINEER or any of F. If after receipt of such written notice ENGINEER's Consultants with respect to: CONTRACTOR does not agree to resume such Work based ' on a reasonable belief it is unsafe, or does not agree to ""�• i L the completeness of such reports and drawings resume such Work under such special conditions, then for CONTRACTOR'S purposes, including, but not OWNER may order the portion of the Work that is in the limited to, any aspects of the means, methods, area affected by such condition to be deleted from the Work. techniques, sequences and procedures of construction to If OWNER and CONTRACTOR cannot agree as to :... be employed by CONTRACTOR and safety precautions entitlement to or on the amount or extent, if any, of an and programs incident thereto; or adjustment in Contract Price or Contract Times as a result of deleting such portion of the Work, then either parry may °^ 2. other data, interpretations, opinions and make a Claim therefor as provided in paragraph 10.05. information contained in such reports or shown or OWNER may have such deleted portion of the Work indicated in such drawings; or performed by OWNER's own forces or others in accordance with Article 7. 3. any CONTRACTOR interpretation of or y conclusion drawn from any "technical data" or any such G. To the fullest extent permitted by Laws and other data, interpretations, opinions or information. Regulations, OWNER shall indemnify and hold harmless CONTRACTOR, Subcontractors, ENGINEER, � C. CONTRACTOR shall not be responsible for any ENGINEER'S Consultants and the officers, directors, Hazardous Environmental Condition uncovered or revealed partners, employees, agents, other consultants, and i at the Site which was not shown or indicated in Drawings or subcontractors of each and any of them from and against all -f Specifications or identified in the Contract Documents to be claims, costs, losses, and damages (including but not limited within the scope of the Work. CONTRACTOR shall be to all fees and charges of engineers, architects, attorneys, and responsible for a Hazardous Environmental Condition created other professionals and all court or arbitration or other `<< " with any materials brought to the Site by CONTRACTOR, dispute resolution costs) arising out of or relating to a 's{;,;�:r��;�::..,�;;;;• • Subcontractors, Suppliers, or anyone else for whom CON- Hazardous Environmental Condition, provided that•such TRACTOR is responsible, Hazardous Environmental Condition: (i) was not shown or indicated in the Drawings or Specifications or identified in D. If CONTRACTOR encounters a Hazardous the Contract Documents to be included within the scope of Environmental Condition or if CONTRACTOR or anyone for the Work, and (ii)was not created by CONTRACTOR or by " whom CONTRACTOR is responsible creates a Hazardous anyone for whom CONTRACTOR is responsible. Nothing 00700 ,.;"}t�h a...�'• ' 51)� *� 4uHtNSG.MfJF'M+A,M.Yx ....... .....,,.......,vn+,wr.'I.Y..A 4 aw.lntr N'f>iXVk.,;-'a. ••••`. . in this paragraph 4.06.E shall obligate OWNER to indemnify of paragraph 5.01.B, CONTRACTOR shall within 20 days airy individual or entity from and against the conspuences of thereafter substitute another Bond and surety,both of which that individual's or entity's own negligence. shall comply with the rears of paragraphs 5.01.B and H. To the fullest extent permitted by Laws and _i Regulations, CONTRACTOR shall indemnify and hold 5.02 Licensed Sureties and Insurers harmless OWNER,ENGINEER,ENGRgM's Consultants, and the officers,directors,partners,employers,agents, other A. All Bonds and insurance required by the Contract consultants, and subcontractors of each and any of them from Documents to be purchased and maintained by OWNER or and against all claims, costs, losses, and damages (including CONTRACTOR shall be obtained from surety or insurance but not limited to all fees and charges of engineers, companies that are duly licensed or authorized in the ; architects, attorneys, and other professionals and all court or jurisdiction in which the Project is located to issue Bonds or arbitration or other dispute resolution costs) arising out of or insurance policies for the limits and coverages so required. relating to a Hazardous Environmental Condition created by Such surety and insurance companies shall also meet such deal CONTRACTOR or by anyone for whom CONTRACTOR is additional requirements and qualifications as may be provi 4m responsible. Nothing in this paragraph 4.06.F shall obligate in the Supplementary Conditions. ,• CONTRACTOR to indemnify any individual or entity from and against the consequences of that individual's or entity's 5.03 Certificates of Insurance 1 own negligence. A. CONTRACTOR shall deliver to OWNER, with I. The provisions of paragraphs 4.02, 4.03, and 4.04 copies to each additional insured identified in the Supple- are not intended to apply to a Hazardous Environmental mentary Conditions, certificates of insurance (and other Condition uncovered or revealed at the Site. evidence of insurance requested by OWNER or any other additional insured) which CONTRACTOR is required to +� purchase and maintain. OWNER shall deliver to ARTICLE 5 -BONDS AND INSURANCE CONTRACTOR, with copies to each additional insured identified in the Supplementary Conditions, certificates of insurance (and other evidence of insurance requested by 5.01 Performance, Payment, and Other Bands CONTRACTOR or any other additional insured) which OWNER is required to purchase and maintain. q P �•. A. CONTRACTOR shall furnish performance and � payment Bonds, each in an amount at least equal to the 5.04 CONTRACTOR'S Liability Insurance ' eA Contract Price as security for the faithful performance and payment of all CONTRACTOR's obligations under the A. CONTRACTOR shall purchase and maintain such i Contract Documents. These Bonds shall remain in effect at liability and other insurance as is appropriate for the Work !' least until one year after the date when final payment being performed and as will provide protection from claims becomes due, except as provided otherwise by Laws or set forth below which may arise out of or result from r Regulations or by the Contract Documents. CONTRACTOR CONTRACTOR's performance of the Work and shall also furnish such other Bonds as are required by the CONTRACTOR's other obligations under the Contract Contract Documents. Documents, whether it is to be performed, by CONTRACTOR, any Subcontractor or Supplier, or by B. All Bonds shall be in the form prescribed by the anyone directly or indirectly employed by any of them to Contract Documents except as provided otherwise by Laws perform any of the Work, or by anyone for whose acts any or Regulations, and shall be executed by such sureties as are of them may be liable: named in the current list of"Companies Holding Certificates of Authority as Acceptable Sureties on Federal Bonds and as 1. claims under workers' compensation, disability Acceptable Reinsuring Companies" as published in Circular benefits, and other similar employee benefit acts; j 570(amended)by the Financial Management Service, Surety Bond Branch, U.S. Department of the Treasury. All Bonds 2. claims for damages because of bodily injury, ! signed by an agent must be accompanied by a certified copy occupational sickness or disease, or death of of such agent's authority to act. CONTRACTOR's employees; MIS i. C. If the surety on any Bond furnished by CON- 3. claims for damages because of bodily injury, TRACTOR is declared bankrupt or becomes insolvent or its sickness or disease, or death of any person other than right to do business is terminated in any state where any part CONTRACTOR's employees; of the Project is located or it ceases to meet the requirements 00700 15 � 4;4,V'RIM0 ., ..."•�' ntiu:f SYYy S•.I.Itirl:I1:TM1M.^*"'n.w - y.;.ti$.bJ j 1;.6Cbf?'{i:Y iVkt k^+ KYU,nvwu,u++B.wwr.. .?'•^•-«•;l. 5 t r t 1 4. claims for damages insured by reasonably correcting, removing, or replacing defective Work in r-•, available personal injury liability coverage which are sus- accordance with paragraph 13.07; and twined: (i)by any person as a result of an offense directly 1 or indirectly related to the employment of such person by 7. with respect to completed operations insurance, *....,;. CONTRACTOR, or (ii) by any other person for any and any insurance coverage written on a claims-made other reason; basis, remain in effect for at least two years after final y payment(and CONTRACTOR shall furnish OWNER and r ' 1 5. claims for damages, other than to the Work each other additional insured identified in the Supple- 1 itself, because of injury to or destruction of tangible mentary Conditions, to whom a certificate of insuraacx property wherever located, including loss of use resulting has been issued, evidence satisfactory w OWNER and therefrom; and any such additional insured of continuation of such insurance at final payment and one year thereafter). : 6. claims for damages because of bodily injury or death of any person or property damage arising out of the 5.05 OWNF.R's Liability Insurance ownership, maintenance or use of an motor vehicle. p - : A. In addition to the insurance required to be provided I B. The policies of insurance so required by this by CONTRACTOR under paragraph 5.04, OWNER, at paragraph 5.04 to be purchased and maintained shall: OWNER's option, may purchase and maintain at OWNER's expense OWNER's own liability insurance as will protect 1. with respect to insurance required by paragraphs OWNER against claims which may arise from operations 5.04.A.3 through 5.04.A.6 inclusive, include as under the Contract Documents. additional insureds(subject to any customary exclusion in respect of professional liability) OWNER, ENGINEER, 5.06 Property Insurance ENGINEER's Consultants, and any other individuals or entities identified in the Supplementary Conditions, all of A. Unless otherwise provided in the Supplementary whom shall be listed as additional insureds, and include Conditions, OWNER shall purchase and maintain property coverage for the respective officers, directors, partners, insurance upon the Work at the Site in the amount of the full g employees, a ents and other consultants and r (subject replacement cost thereof subject to such deductible amounts ' subcontractors of each and any of all such additional as may be provided in Supplementary Conditions or insureds, and the insurance afforded to these additional required by Laws and Regulations). This insurance shall: insureds shall provide primary coverage for all claims covered thereby; 1. include the interests of OWNER, CONTRAC- , TOR, Subcontractors, ENGINEER, ENGINEER's '.`•'°,' fI 2. include at least the specific coverages and be Consultants, and any other individuals or entities identi- I written for not less than the limits of liability provided in feed in the Supplementary Conditions, and the officers, °' the Supplementary Conditions or required by Laws or directors, partners, employees, agents, and other t : Regulations, whichever is greater; consultants and subcontractors of each and any of them, each of whom is deemed to have an insurable interest and f , 3. include completed operations insurance; shall be listed as an additional insured; 4, include contractual liability insurance covering 2. be written on a Builder's Risk"all-risk" or open CONTRACTOR's indemnity obligations under para- eril or special causes of loss policy form that shalt at graphs 6.07 6.11 and 6.20• least include insurance for physical loss or damage to the Work,temporary buildings, false work,and materials ands:.ti;, 5. contain a provision or endorsement that the equipment in transit, and shall insure against at least the i r coverage afforded will not be canceled materially following perils or causes of loss: fire, lightning, changed or renewal refused until at least days prior extended coverage, theft, vandalism and malicious ,•�,; v;.' S ��' Y P g , ' ;•:,,,;,tie,,'<,.:,:, g earthquake, collapse, "fi;'u:;•: ; written notice has been even to OWNER and mischief, earth a debris removal, . .,a..� fr. CONTRACTOR and to each other additional insured demolition occasioned by enforcement of Laws and ?:r, identified in the Supplementary Conditions to whom a Regulations, water damage, and such other perils or certificate of insurance has been issued (and the causes of loss as may be specifically required by the certificates of insurance furnished by the CONTRACTOR Supplementary Conditions; pursuant to paragraph 5.03 will so provide); 3. include expenses incurred in the repair or ,; �` " 6. remain in effect at least until final payment and replacement of any insured property (including but not at all times thereafter when CONTRACTOR may be limited to fees and charges of engineers and architects); .? wf 00700 - 16 ' fa �ti4ttid$!ia]� 5xkt r � 3�.., +# "t'^«.uNnN>r nw.«—+.-^ - '. , «..n(+a4vc(rFk u1K:WawsowNr...,.» .. ... v+.;^rti::•:S;II.:•Pl'"J 1 SikAf74e+c}'"'!""',','r- --r +tt 1 } 1<.-1!�4 f�t.ti +,� ,,. ,. .. `h' S r `t..;r � � Rat if°o,.+f w,�ry}��r,:.•r ,,V> t itt ip t+t'1.'.. 7 t31j 1kf r S'�ty 4j �!'� C .•,) ) t .,r f {45 r�.4,4g'It7,.,• y1'r�R-0� f;�t. F'. J}� q .. , r#: } t�r'. k 1tii,[ i>'}.�tF A`'�,t T Ut •,�r { r. f f -^• 4. cover materials and equipment stored at the Site at the Site, OWNER shall in writing advise CONTRACTOR that was a to in writing whether or not such other insurance has been procured by or at another location greed by OWNER prior to being incorporated in the Work, OWNER. provided that such materials and equipment have been included in an Application for Payment recommended by 5.07 Waiver of Rights ENGINEER; A. OWNER and CONTRACTOR intend that all policies ") 5. allow for partial utilization of the Work by purchased in accordance with paragraph 5.06 will protect (•; OWNER; OWNER, CONTRACTOR, Subcontractors, ENGINEER, ENGINEER's Consultants, and all other individuals or 6. include testing and startup; and entities identified in the Supplementary Conditions to be r listed as insureds or additional insureds (and the officers, 7. be maintained in effect until final payment is directors,partners, employees, agents, and other consultants made unless otherwise agreed to in writing by OWNER, and subcontractors of each and any of them) in such policies CONTRACTOR, and ENGINEER with 30 days written and will provide primary coverage for all losses and damages notice to each other additional insured to whom a certifi- caused by the perils or causes of loss covered thereby. All I cate of insurance has been issued. such policies shall contain provisions to the effect that in the event of payment of any loss or damage the insurers will B. OWNER shall purchase and maintain such boiler and have no rights of recovery against any of the insureds or machinery insurance or additional property insurance as may additional insureds thereunder. OWNER and CONTRAC- be required by the Supplementary Conditions or Laws and TOR waive all rights against each other and their respective Regulations which will include the interests of OWNER, officers, directors, partners, employees, agents, and other CONTRACTOR, Subcontractors, ENGINEER, consultants and subcontractors of each and any of them for ENGINEER's Consultants, and any other individuals or all losses and damages mused by, arising out of or resulting "' entities identified in the Supplementary Conditions, each of from any of the perils or causes of loss covered by such J whom is deemed to have an insurable interest and shall be policies and any other property insurance applicable to the ;.., listed as an insured or additional insured. Work; and, in addition,. waive all such rights against Subcontractors, ENGINEER,ENGINEER's Consultants,and ` C. All the policies of insurance (and the certificates or all other individuals or entities identified in the Supplemen- other evidence thereof) required to be purchased and tary Conditions to be listed as insureds or additional insureds ` maintained in accordance with paragraph 5.06 will contain a (and the officers, directors, partners, employees, agents,and provision or endorsement that the coverage afforded will not other consultants and subcontractors of each and any of them) be canceled or materially changed or renewal refined until at under such policies for losses and damages so caused. Nona ! least 30 days prior written notice has been given to OWNER of the above waivers shall extend to the rights that any party ,. F and CONTRACTOR and to each other additional insured to making such waiver may have to the proceeds of insurance !' 1 whom a certificate of insurance has been issued and will held by OWNER as trustee or otherwise payable under any r.• contain waiver provisions in accordance with paragraph 5.07. policy so issued. D. OWNER shall not be responsible for purchasing and B. OWNER waives all rights against CONTRACTOR, ; maintaining any property insurance specified in this Subcontractors,ENGINEER,ENGINEER'S Consultants,and paragraph 5.06 to protect the interests of CONTRACTOR, the officers,directors,partners, employees, agents, and other t Subcontractors, or others in the Work to the extent of any consultants and subcontractors of each and any of them for: r, I deductible amounts that are identified in the Supplementary Conditions. The risk of loss within such identified deductible 1. loss due to business interruption, lass of use, or i amount will be borne by CONTRACTOR, Subcontractors, other consequential loss extending beyond direct physical or others suffering any such loss, and if any of them wishes loss or damage to OWNER's property or the Work ":. . property insurance coverage within the limits of such caused by, arising out of, or resulting from fire or other amounts, each may purchase and maintain it at the peril whether or not insured by OWNER; and purchaser's own expense. 2. loss or damage to the completed Pro j ect or part E. If CONTRACTOR requests in writing that other thereof caused by,arising out of, or resulting from fire or ,� special insurance be included in the property insurance other insured peril or cause of loss covered by any policies provided under paragraph 5.06, OWNER shall, if property insurance maintained on the completed Project possible, include such insurance, and the cost thereof will be or part thereof by OWNER during partial utilization charged to CONTRACTOR by appropriate Change Order or pursuant to paragraph 14.05, after Substantial Gom ledon P " ' :••� Written Amendment. Prior to commencement of the Work 00700 17 �"�`�'""'.',,,f:.•�;nT,t�'•(r[c'r�teatxµt:,fira•.tacarruw,al.w`iat:rf.rSVAr.`:..ht;.:YnS�"r:;.nn'uur..«....,.... .._..._ a rr..-. ...,»rn.cr<......,..r._.__ - ^"rtie',.x•rs:av:.n,r<.n.x�,rr...-.«-... _ ».. ry ' :Y:+re!r'.n..n:. .:,r:,rn..t....,.._. .. .. ... .... .. .r. ..:... .. .... ... ... .. r ......... . ... .. .. . ....,_.r....t+tXR r7� `t I ._.' I pursuant to paragraph 14.04, or after final payment of such parry by the Contract Documents, such party shall r' pursuant to paragraph 14.07. notify the other party in writing of such failure to purchase "- prior to the start of the Work, or of such failure to maintain t C. Any insurance policy maintained by OWNER cover- prior to any change is the required coverage. Without `'-- ing any loss, damage or consequential loss referred to in prejudice to any other right or remedy, the other party may paragraph 5.07.B sball contain provisions to the effect that in elect to obtain equivalent Bonds or insurance to protect such the event of payment of any such loss, damage, or other parry's interests at the expense of the party who was r 1 cow loss, the insurers will have no rights of required to provide such coverage, and a Change Order shall recovery against CONTRACTOR, Subcontractors, be issued to adjust the Contract Price accordingly. ENGINEER, or ENGINEER's Consultants and the officers, directors,partners, employees, agents, and other consultants 5.10 Partial Utilization, Acknowledgment of Property and subcontractors of each and any of them. Insurer 5.08 Receipt and Application of Insurance Proceeds A. If OWNER finds it necessary to occupy or use a portion or portions of the Work prior to Substantial era A. Any insured loss under the policies of insurance Completion of all the Work as provided in paragraph 14.05, ' I required by paragraph 5.06 will be adjusted with OWNER no such use or occupancy shall commence before the insurers and made payable to OWNER as fiduciary for the insureds, providing the property insurance pursuant to paragraph 5.06 as their interests may appear, subject to the requirements of have acknowledged notice thereof and in writing effected any any applicable mortgage clause and of paragraph 5.08.B. changes in coverage necessitated thereby. The insurers OWNER shall deposit in a separate account any money so providing the property insurance shall consent by endorse- r--, received and shall distribute it in accordance with such agree- meat on the policy or policies, but the property insurance went as the parties in interest may reach. If no other special shall not be canceled or permitted to lapse on account of any agreement is reached, the damaged Work shall be repaired or such partial use or occupancy. replaced, the moneys so received applied on account thereof, and the Work and the cost thereof covered by an appropriate Change Order or Written Amendment. ARTICLE 6 -CONTRACTOR'S RESPONSIBILITIES ' i B. OWNER as fiduciary shall have power to adjust and settle any loss with the insurers unless one of the parties in 6.01 Supervision and Superintendence interest shall object in writing within 15 days after the occurrence of loss to OWNER's exercise of this power. If A. CONTRACTOR shall supervise, inspect, and direct :'. such objection be made, OWNER as fiduciary shall make the Work competently and efficiently, devoting such attention settlement with the insurers in accordance with such thereto and applying such skills and expertise as may be j agreement as the patties in interest may reach. If no such necessary to perform the Work in accordance with the "J a agreement among the parties in interest is reached, OWNER Contract Documents. CONTRACTOR shall be solely as fiduciary shall adjust and settle the loss with the insurers responsible for the means, methods, techniques, sequences, and, if required in writing by any party in interest, OWNER and procedures of construction, but CONTRACTOR shall fiduciary Y shall give bond for the proper Pe rformance of not be responsible for the negligence of OWNER or such duties. ENGINEER in the design or specification of a specific means, method, technique, sequence, or procedure of %?t .f 5.09 Acceptance of Bonds and Insurance; Option to construction which is shown or indicated in and expressly Replace required by the Contract Documents. CONTRACTOR shall >i be responsible to see that the completed Work complies A. If either OWNER or CONTRACTOR has any accurately with the Contract Documents. objection to the coverage afforded by or other provisions of Work and B. At all times during the progress of the , the Bonds or insurance required to be purchased g p gr j maintained by the other party in accordance with Article 5 on CONTRACTOR shall assign a competent resident superin- the basis of non-conformance with the Contract Documents, tendent thereto who shall not be replaced without written 1 the objecting party shall so notify the other parry in writing notice to OWNER and ENGINEER except under within 10 days after receipt of the certificates (or other extraordinary circumstances. The superintendent will be Y P �' � evidence requested)required by paragraph 2.05.C. OWNER CONTRACTOR's representative at the Site and shall have and CONTRACTOR shall each provide to the other such authority to act on behalf of CONTRACTOR. All additional information in respect of insurance provided as the communications given to or received from the superintendent r ' other may reasonably request. If either parry does not shall be binding on CONTRACTOR. purchase or maintain all of the Bonds and insurance required « 00700 18 p '•4'f a�r,; i� �t"'+nw?Figannw,r...rrr.._..,.. .._ _.. -''^rt++'p'7':.*jei.:itt.a'd.La:ti et.r•..... ....................as rn.: tstA:.:'1....iMiwrt:�wy„A,.,,v'uar. —r_-..... .. - ti.`wwfPV+epg7hT,riyy�s ,y �i'�Y}"�� < `� r 6.02 Labor WWoAdn Hours g any Provisions of the General Requirements applicable i thereto. ' A. CONTRACTOR shall provide competent, suitably { qualified personnel to survey, lay out, and construct the 2. Proposed adjustments in the ro p gress schedule Work as required by the Contract Documents. CON- that will change the Contract Times (or Milestones)shall TRACTOR shall at all times maintain good discipline and be submitted in accordance with the requirements of I order at the Site. Article 12. Such adjustments may only be made by a f Change Order or Written Amendment in a=rdance with wMd B. Except as otherwise required for the safety or Article 12. protection of persons or the Work or property at the Site or adjacent thereto, and except as otherwise stated in the 6.05 Substitutes and 'Or-Equals Contract Documents, all Work at the Site shall be performed during regular working hours, and CONTRACTOR will not A. Whenever an item of material or equipment is f. permit overtime work or the performance of Work on specified or described in the Contract Documents by using ,�;'.�; 4• Saturday, Sunday, or any legal holiday without OWNER's the name of a proprietary item or'the name of a particular written consent (which will not be unreasonably withheld) Supplier, the specification or description is intended to given after prior written notice to ENGINEER. establish the P ' ' type, function, appearance, and quality required. Unless the specification or description contains or is followed 6.03 Services, Materials, and Equipment by words reading that no like, equivalent, or"or-equal" item or no substitution is permitted, other items of material or A. Unless otherwise specified in the General Re- equipment or material or equipment of other Suppliers may quirements, CONTRACTOR shall provide and assume full be submitted to ENGINEER for review under the circum- ,J responsibility for all services, materials, equipment, labor, stances described below. transportation, construction equipment and machinery, tools, appliances, fuel, power, light, heat, telephone, water, 1. "Or-Equal" Items: If in ENGINEER's soli sanitary facilities, temporary facilities, and all other facilities discretion an item of material or equipment proposed by and incidentals necessary for the performance, testing, CONTRACTOR is functionally equal to that named and "`�start-up, and completion of the Work. sufficiently similar so that no change in related Work will .ht.n" be required, it may be considered by ENGINEER as an B. All materials and equipment incorporated into the "or-equal" item, in which cast review and approval of Work shall be as specified or, if not specified, shall be of the proposed item may, in ENGINEER's sole discretion, good quality and new, except as otherwise provided in the be accomplished without compliance with some or all of Contract Documents. All warranties and guarantees the requirements for approval of proposed substitute specifically called for by the Specifications shall expressly items. For the purposes of this paragraph 6.05.A.1, a run to the benefit of OWNER. If required by ENGINEER, proposed item of material or equipment will be CONTRACTOR shall furnish satisfactory evidence considered functionally equal to an item so named if: (including reports of required tests) as to the source, kind, Fes, and quality of materials and equipment. All materials and a, in the exercise of reasonable judgment { "' equipment shall be stored, applied, installed, connected, ENGINEER determines that: (i) it is at least equal in �: • erected, protected, used, cleaned, and conditioned in quality, durability, q ty, ty, appearance, strength, and design +l accordance with instructions of the applicable Supplier, characteristics; (ii) it will reliably perform at least except as otherwise may be provided in the Contract Docu- equally well the function imposed by the design ments. concept of the completed Project as a functioning whole, and; 6.04 Progress Schedule i b. CONTRACTOR certifies that: (i)there is no A. CONTRACTOR shall adhere to the progress schedule increase in cost to the OWNER; and (ii) it will r established in accordance with paragraph 2,07 as it may be conform substantially, even with deviations, to the adjusted from time to time as provided below. detailed requirements of the item named in the 1. CONTRACTOR shall submit to ENGINEER for Contract Documents. au� t ;, acceptance (to the extent indicated in paragraph 2.07) 2. Substitute Items ; • proposed adjustments in the progress schedule that will not result in changing the Contract Times(or Milestones). a. If in ENGINEER's sole discretion an item of ' Such adjustments will conform generally to the progress material or equipment proposed by CONTRACTOR " schedule then in effect and additionally will comply with does not qualify as an "or-equal" item under 00700 - 19 H'y✓!14W1•�:N�.y.:uCGt�lS:':S1Rt'.c::x".tY'�+s r,[^.:f.{'iCr'r Ra 11=!'.•'�y.i4t7 4:^r:i'{J!•aao............. .. ' "Jit + .. paragraph 6.05.A.1, it will be considered a proposed required by the Contract Documents, CONTRACTOR may ' substitute item. furnish or utilize a substitute means, method, technique, sequence, or procedure of construction approved by ENGI- t b. CONTRACTOR shall submit sufficient NEER. CONTRACTOR shall submit sufficient information information as provided below to allow ENGINEER to allow ENGINEER, in ENGINEER's sole discretion, to to determine that the item of material or equipment determine that the substitute proposed is equivalent to that proposed is essentially equivalent to that named and expressly called for by the Contract Documents. The psoce- , ,1 an acceptable substitute therefor. Requests for dure for review by ENGINEER will be similar to that J review of proposed substitute items of material or provided in subparagraph 6.05.A.2. equipment will not be accepted by ENGINEER from anyone other than CONTRACTOR. C. Engineer's Evaluation: ENGINEER will be allowed a reasonable time within which to evaluate each proposal or c. The procedure for review by ENGINEER submittal made pursuant to paragraphs 6.05.A and 6.05-B. will be as set forth in paragraph 6.05.A.2.d, as ENGINEER will be the sole judge of acceptability. No supplemented in the General Requirements and as "or-equal"or substitute will be ordered, installed or utilised ?; ENGINEER may decide is appropriate under the until ENGINEER's review is complete, which will be circumstances. evidenced by either a Change Order for a substitute or an n approved Shop Drawing for an"or equal." ENGINEER will d. CONTRACTOR shall fast make written advise CONTRACTOR in writing of any negative application to ENGINEER for review of a proposed determination. substitute item of material or equipment that CONTRACTOR seeks to furnish or use. The D. Special Guarantee: OWNER may require CON- ;r ! application shall certify that the proposed substitute TRACTOR to furnish at CONTRACTOR's expense a special item will perform adequately the functions and performance guarantee or other surety with respect to any r« achieve the results called for by the general design, substitute. t.1 be similar in substance to that specified, and be suited ;.. to the same use as that specified. The application E. ENGOVEER's Cost Reimbursement: ENGINEER will will state the extent, if'any, to which the use of the record time required by ENGINEER and ENGINEER's i proposed substitute item will prejudice Consultants in evaluating substitute proposed or submitted by CONTRACTOR's achievement of Substantial CONTRACTOR pursuant to paragraphs 6.05.A.2 and 6.05.B Completion on time, whether or not use of the and in making changes in the Contract Documents(or in the proposed substitute item in the Work will require a provisions of any other direct contract with OWNER for f change in any of the Contract Documents (or in the work on the Project) occasioned thereby. Whether or not provisions of any other direct contract with OWNER ENGINEER approves a substitute item so proposed or :t:>•'`'` :' for work on the Project) to adapt the design to the submitted by CONTRACTOR, CONTRACTOR shall } proposed substitute item and whether or not reimburse OWNER for the charges of ENGINEER and incorporation or use of the proposed substitute item ENGINEER's Consultants for evaluating each such proposed in connection with the Work is subject to payment of substitute. ; any license fee or royalty. All variations of the pro- posed substitute item from that specified will be F. COMRACTOR's Expense: CONTRACTOR shall identified in the application, and available provide all data in support of any proposed substitute or engineering, sales, maintenance, repair, and "or-equal" at CONTRACTOR's expense. , i r replacement services will be indicated. The application will also contain an itemized estimate of 6.06 Concerning Subcontractors, Suppliers, and Others all costs or credits that will result directly or indi- rectly from use of such substitute item, including A. CONTRACTOR shall not employ any Subcontractor, i •costs of redesign and claims of other contractors Supplier, or other individual or entity (including those affected by any resulting change, all of which will be acceptable to OWNER as indicated in paragraph 6.06.B), r r considered by ENGINEER in evaluating the proposed whether initially or as a replacement, against whom OWNER substitute item. ENGINEER may require CON- may have reasonable objection. CONTRACTOR shall not be TRACTOR to furnish additional data about the pro- required to employ any Subcontractor, Supplier, or other posed substitute item. individual or entity to furnish or perform any of the Work against whom CONTRACTOR has reasonable objection. B. Substitute Construction Methods or Procedures: If ar specific means, method, technique, sequence, or procedure B. If the Supplementary Conditions require the identity of construction is shown or indicated in and expressly of certain Subcontractors, Suppliers, or other individuals or &yiF �r!:�� 00700 20 } I" I nil entities to be submitted to OWNER in advance for acceptance or Supplier which specifically binds the Subcontractor or �..` by OWNER by a specified date prior to the Effective Date of Supplier to the applicable terms and conditions of the j the Agreement, and if CONTRACTOR has submitted a list Contract Documents for the benefit of OWNER and thereof in accordance with the Supplementary Conditions, ENGINEER. Whenever any such agreement is with a OWNER's acceptance(either in writing or by failing to make Subcontractor or Supplier who is listed as an additional written objection thereto by the date indicated for acceptance insured on the property insurance provided in paragraph i or objection in the Bidding Documents or the Contract 5.06, the agreement between the CONTRACTOR and the Docwments) of any such Subcontractor, Supplier, or other Subcontractor or Supplier will contain provisions whereby individual or entity so identified may be revoked on the basis the Subcontractor or Supplier waives all rights against of reasonable objection after due investigation. CON- OWNER, CONTRACTOR, ENGINEER, ENGINEER's ,.� TRACTOR shall submit an acceptable replacement for the Consultants, and all other individuals or entities identified in i rejected Subcontractor, Supplier, or other individual or the Supplementary Conditions to be listed as insureds or ' �{f entity, and the Contract Price will be adjusted by the differ- additional insureds (and the officers, directors, partners, I ence in the cost occasioned by such replacement, and an employees, agents, and other consultants and subcontractors appropriate Change Order will be issued or Written of each and any of them) for all losses and damages caused "'u°f yr Amendment signed. No acceptance by OWNER of any such by, arising out of, relating to, or resulting from any of the Subcontractor, Supplier, or other individual or entity, perils or causes of loss covered by such policies and any whether initially or as a replacement, shall constitute a other property insurance applicable to the Work. If the waiver of auy right of OWNER or ENGINEER to reject insurers on any such policies require separate waiver forms defective Work. to be signed by any Subcontractor or Supplier, CONTRAC- TOR will obtain the same. ! C. CONTRACTOR shall be fully responsible to OWNER and ENGINEER for all acts and omissions of the 6.07 Patent Fees and Royalties Subcontractors, Suppliers, and other individuals or entities performing or furnishing any of the Work just as A. CONTRACTOR shall pay all license fees and CONTRACTOR is responsible for CONTRACTOR's own royalties and assume all costs incident to the use in the acts and omissions. Nothing in the Contract Documents shall performance of the Work or the incorporation in the Work of create for the benefit of any such Subcontractor, Supplier, or any invention, design, process, product, or device which is )other individual or entity any contractual relationship between the subject of patent rights or copyrights held by others. If OWNER or ENGINEER and any such Subcontractor, a-"-krticular invention, design, process, product, or device is Supplier or other individual or entity, nor shall it create any s,,.cified in the Contract Documents for use in the obligation on the part of OWNER or ENGINEER to pay or performance of the Work and if to the actual knowledge of ;'- i >A to see to the payment of any moneys due any such Subcon- OWNER or ENGINEER its use is subject to patent rights or >;, tractor, Supplier, or other individual or entity except as may cam, is calling for the payment of an license fee or PP tY P Y PYri� g P Ym Y otherwise be required by Laws and Regulations. royalty to others, the existence of such rights shall be 4 dk:closed by OWNER in the Contract Documents. To the •� D. CONTRACTOR shall be solel y responsible for fullost extent Pe rmitted by Laws and Regulations, scheduling and coordinating the Work of Subcontractors, CONTRACTOR shall indemnify and hold harmless ! Suppliers, and other individuals or entities performing or OWNER, ENGINEER, ENGINEER's Consultants, and the furnishing any of the Work under a direct or indirect contract officers, directors, partners, employees or agents, and other ' with CONTRACTOR. consultants of each and any of them from and against all ! claims, costs, losses, and damages (including but not limited 'I E. CONTRACTOR shall require all Subcontractors, to all fees and charges of engineers, architects, attorneys, and I Suppliers, and such other individuals or entities performing other nrofessionals and all court or arbitration or other or furnishing any of the Work to communicate with ENGI- dispute :solution costs) arising out of or relating to any NEER throw CONTRACTOR. infrin ex 'ant of agent rights or through g p copyrights incident to the use ' in the 1. formance of the Work or resulting from the F. The divisions and sections of the Specifications and incorporation in the Work of any invention, design, process, ; i'• the identifications of any Drawings shall not control product, r, device not specified in the Contract Documents. CONTRACTOR in dividing the Work among Subcontractors or Suppliers or delineating the Work to be performed by any 6.08 Permits loci pecific trade. A. Ual s otherwise provided in the Supplementary , . ~l G. All Work performed for CONTRACTOR by a Conditions, 'ONTRACTOR shall obtain and pay for all Subcontractor or Supplier will be pursuant to an appropriate construction ermits and licenses. OWNER shall assist agreement between CONTRACTOR and the Subcontractor CONTRACTOR, when necessary, in obtaining such permits i 4' 00700- 21 R,'��,.�yub+b3k'NN�dt:�.'2�axv��rw.toe.emus.�•..,�muasa;u.xr',:an�lrrsxu;H..3.a•n,w4» .n_... .. -.._. .,. ....,..,F.K.,.. ,..: .. .. _.........u..,» � � ' Ie ` 7 and licenses. CONTRACTOR shall pay all governmental unreasonably encumber the Site and other areas with charges and inspection fees necessary for the prosecution of construction equipment or other materials or equipment. the Work which are applicable at the time of opening of Bids, CONTRACTOR shall assume full responsibility for any or, if them arc no Bids, on the Effective Date of the damage to any such land or area, or to the owner or Agreemet. CONTRACTOR shall pay all charges of utility occupant thereof, or of any adjacent land or auras I". owners for connections to the Work, and OWNER shall pay resulting from the performance of the Work. } j all charges of such utility owners for capital costs related thereto, such as plant investment fees. 2. Should any claim be made by any such owner or occupant because of the performance of the Work, 6.09 Laws and Regulations CONTRACTOR shall promptly settle with such other party by negotiation or otherwise resolve the claim by A. CONTRACTOR shall give all notices and comply arbitration or other dispute resolution proceeding or at with all Laws and Regulations applicable to the Pe rformance law. ;� N of the Work. Except where otherwise expressly required by applicable Laws and Regulations, neither OWNER nor 3. To the fullest extent permitted by Laws and ENGINEER shall be responsible for monitoring Regulations, CONTRACTOR shall indemnify and hold CONTRACTOR's compliance with any Laws or Regulations. harmless OWNER, ENGINEER, ENGINEER'S Consultant, and the officers, directors, partners, B. If CONTRACTOR performs any Work knowing or employees, agents, and other consultants of each and any having mason to know that it is contrary to Laws or of them from and against all claims, costs, losses, and Regulations, CONTRACTOR shall bear all claims, costs, damages(including but not limited to all fees and charges losses, and damages(including but not limited to all fees and of engineers, architects, attorneys, and other professionals s , charges of engineers, architects, attorneys, and other and all court or arbitration or other dispute resolutions 1 professionals and all court or arbitration or other dispute costs) arising out of or relating to any claim or action, i resolution costs) arising out of or relating to such Work; legal or equitable,brought by any such owner or occupant however, it shall not be CONTRACTOR's primary against OWNER, ENGINEER, or any other party �:l responsibility to make certain that the Specifications and indemnified hereunder to the extent caused by or based Drawings are in accordance with Laws and Regulations, but upon CONTRACTOR's performance of the Work. this shall not relieve CONTRACTOR of CONTRACTOR'S obligations under paragraph 3.03. B. Removal of Debris During Perfonnance of the Work: During the progress of the Work CONTRACTOR shall keep C. Changes in Laws or Regulations not known at the the Site and other areas free from accumulations of waste time of opening of Bids (or, on the Effective Date of the materials, rubbish, and other debris. Removal and disposal Agreement if there were no Bids)having an effect on the cost of such waste materials, rubbish, and other debris shall con- or time of performance of the Work may be the subject of an form to applicable Laws and Regulations. �w adjustment in Contract Price or Contract Times. If OWNER and CONTRACTOR are unable to agree on entitlement to or C. Cleaning: Prior to Substantial Completion of the on the amount or extent, if any, of any such adjustment, a Work CONTRACTOR shall clean the Site and make it ready Claim may be trade therefor as provided in paragraph 10.05. for utilization by OWNER. At the completion of the Work CONTRACTOR shall remove from the Site all tools, L.. 6.10 Taxes appliances, construction equipment and machinery, and i surplus materials and shall restore to original condition all " 1 A. CONTRACTOR shall pay all sales, consumer, use, property not designated for alteration by the Contract \ and other similar taxes required to be paid by CONTRAC- Documents. .' TOR in accordance with the Laws and Regulations of the r place of the Project which are applicable during the D. Loading Structures: CONTRACTOR shall not load performance of the Work. nor permit any part of any structure to be loaded in any manner that will endanger the structure, nor shall r:`' : ; ti:` 6.11 Use of Site and Other Areas CONTRACTOR subject any part of the Work or adjacent \ ' property to stresses or pressures that will endanger it. •, .: A. Limitation on Use of Site and Other Areas 6.12 Record Documents 1. CONTRACTOR shall confine construction l ' j equipment, the storage of materials and equipment, and A. CONTRACTOR shall maintain in a safe place at the „ Wa,f' j the operations of workers to the Site and other areas Site one record copy of all Drawings, Specifications, 1 permitted by Laws and Regulations, and shall not Addenda, Written Amendments, Change Orders, Work ; 00700 22 ', ' 1 Y ,l ��11 uM*w..+wl•+" aKYIPIi rlw 4"�St4.\:fr:uf,liu. ...«. ,........., f',•4iru ht,V.t%.R'dJV;VCi.,R'.eL+.lA+n arn,wn...,... .. wI.IMNKgµq,yr •�,'x,i ,iFd s 4. a 771 Field Orders, and written interpretations responsibilities for safety and for ' ..t Change Directives, unterpre resporus ety protection of the Work shall and clarifications in good order and annotated to show continue until such time as all the Work is completed and changes made during construction. These mcord documents ENGINEER has issued a notice to OWNER and together with all approved Samples and a counterpart of all CONTRACTOR in accordance with pamgraph 14.07.B that approved Shop Drawings will be available to ENGINEER for the Work is acceptable (except as otherwise expressly reference. Upon completion of the Work, these record provided in connection with Substantial Completion). 1 documents, Samples, and Shop Drawings will be delivered to +. ENGINEER for OWNER. 6.14 Safety Representative 6.13 Safety and Protection A. CONTRACTOR shall designate a qualified and ! experienced safety representative at the Site whose duties and A. CONTRACTOR shall be solely responsible for responsibilities shall be the prevention of accidents and the initiating, maintaining and supervising all safety precautions maintaining and supervising of safety precautions and and programs in connection with the Work. CONTRACTOR programs. shall take all necessary precautions for the safety of, and shall provide the necessary protection to prevent damage, 6.15 Hazard Cornnumication Programs injury or loss to: A. CONTRACTOR shall be responsible for coordinating 1. all persons on the Site or who may be affected any exchange of material safety data sheets or other hazard by the Work; communication information required to be made available to or exchanged between or among employers at the Site in ` 2. all the Work-and materials and equipment to be accordance with Laws or Regulations. 4. incorporated therein, whether in storage on or off the Site; and 6.16 Emergencies 3. other property at the Site or adjacent thereto, A. In emergencies affecting the safety or protection of including trees, shrubs, lawns, walks, pavements, persons or the Work or property at the Site or adjacent `""'�'► roadways,structures, utilities, and Underground Facilities thereto, CONTRACTOR is obligated to act to prevent not designated for removal, relocation, or replacement in threatened damage, injury, or loss. CONTRACTOR shall the course of construction. give ENGINEER prompt written notice if CONTRACTOR ` believes that any significant changes in the Work or :! " B. CONTRACTOR shall comply with all applicable variations from the Contract Documents have been caused Laws and Regulations relating to the safety of persons or thereby or are required as a result thereof. If ENGINEER property, or to the protection of persons or property from determines that a change in the Contract Documents is damage, injury, or loss; and shall erect and maintain all required because of the action taken by CONTRACTOR in necessary safeguards for such safety and protection. response to such an emergency, a Work Change Directive or CONTRACTOR shall notify owners of adjacent property and Change Order will be issued. of Underground Facilities and other utility owners when _ prosecution of the Work may affect them, and shall cooperate 6.17 Shop Drawings and Samples ' with them in the protection, removal, relocation, and i replacement of their property. All damage, injury, or loss to A. CONTRACTOR shall submit Shop Drawings to { 't any property referred to in paragraph 6.13.A.2 or 6.13.A.3 ENGINEER for review and approval in accordance with the caused, directly or indirectly, in whole or in part, by CON- acceptable schedule of Shop Drawings and Sample TRACTOR, any Subcontractor, Supplier, or any other submittals. All submittals will be identified as ENGINEER individual or entity directly or indirectly employed by any of may require and in the number of copies specified in the them to perform any of the Work, or anyone for whose acts General Requirements. The data shown on the Shop any of them may be liable, shall be remedied by Drawings will be complete with respect to quantities, dimen- r r CONTRACTOR (except damage or loss attributable to the sions, specified performance and design criteria, materials, fault of Drawings or Specifications or to the acts or and similar data to show ENGINEER the services, materials, i 7 omissions of OWNER or ENGINEER or ENGINEER's Con- and equipment CONTRACTOR proposes to provide and to ! I r ` sultant, or anyone employed by any of them, or anyone for enable ENGINEER to review the information for the limited 4 , whose acts any of them may be liable, and not attributable, purposes required by paragraph 6.17.E. directly or indirectly, in whole or in part, to the fault or negligence of CONTRACTOR or any Subcontractor, B. CONTRACTOR shall also submit Samples to Supplier, or other individual or entity direct] or indirect] ENGINEER for review and approval in accordance with the PP Y Y Y PP r• r.:,,. employed by any of them). CONTRACTOR's duties and acceptable schedule of Shop Drawings and Sample '. 00700 23 T. f rW r � '"`uW1'kiY3GatxxJ+st.uwxm.wrnr•<.n>nea-.o,err:,c•ur4�.htuca,'nxre:wwr'.,.w............... ._.. .........,•., a ..,r ..cu,......,.,.._.. - .««.»a ec+an r r ,,{z.rtnao-iH•v,.U,t .., .,.r,«... ,r., .. 1 ,. " .. ..,.........._ co, i I submittals. Each Sample will be identified clearly as to Drawing and Sample submitted to(ENGINEER for review r. material, Supplier, pertinent data such as catalog numbers, and approval of each such variation. ,�- and the use for which intended and otherwise as ENGINEER } may require to enable ENGINEER to review the submittal E. ENGINEER's Review for the limited purposes required by paragraph 6.17.E. The numbers of each Sample to be submitted will be as specified 1. ENGINEER will timely review and approve in the Specifications. Shop Drawing and Samples in accordance with the schedule of Shop Drawings and Sample submittals � L C. Where a Shop Drawing or Sample is required by the acceptable to ENGINEER. ENGINE .R's review and L Contract Documents or the schedule of Shop Drawings and approval will be only to determine if the items covered by Sample submittals acceptable to ENGINEER as required by the submittals will, after installation or incorporation in paragraph 2.07, any related Work performed prior to the Work, conform to the information given in the ENGINEER's review and approval of the pertinent submittal Contract Documents and be compatible with the design will be at the sole expense and responsibility of concept of the completed Project as a functioning whole CONTRACTOR. as indicated by the Contract Documents. D. Submittal Procedures 2. ENGMEER's review and approval will not extend to means, methods, techniques, sequences, or t``! 1. Before submitting each Shop Drawing or Sample, procedures of construction (except where a particular CONTRACTOR shall have determined and verified: means, method, technique, sequence, or procedure of construction is specifically and expressly called for by the 1 a. all field measurements, quantities, dimen- Contract Documents)or to safety precautions or programs sions, specified performance criteria, installation incident thereto. The review and approval of a separate w^" requirements, materials, catalog numbers, and item as such will not indicate approval of the assembly in similar information with respect thereto; which the item functions. b. all materials with respect to intended use, 3. ENGINEER's review and approval of Shop fabrication, shipping, handling, storage, assembly, Drawings or Samples shall not relieve CONTRACTOR and installation pertaining to the performance of the from responsibility for any variation from the require- y: f Work; ments of the Contract Documents unless CONTRACTOR has in writing called ENGINEER's attention to each such a c. all information relative to means, methods, variation at the time of each submittal as required by 1 ' ; techniques, sequences, and procedures of construc- paragraph 6.17.D.3 and ENGINEER has given written r� tion and safety precautions and programs incident approval of each such variation by specific written ` thereto; and accompanying notation thereof incorporated in or accam an the i " F Shop Drawing or Sample approval; nor will any approval Lj i d. CONTRACTOR shall also have reviewed by ENGINEER relieve CONTRACTOR from f and coordinated each Shop Drawing or Sample with responsibility for complying with the requirements of other Shop Drawings and Samples and with the paragraph 6.17.D.1. " SS' requirements of the Work and the Contract Docu- ments. F. Resubmitral Procedures 2. Each submittal shall bear a stamp or specific 1. CONTRACTOR shall make corrections required written indication that CONTRACTOR has satisfied by ENGINEER and shall return the required number of CONTRACTOR's obligations under the Contract corrected copies of Shop Drawings and submit as j Documents with respect to CONTRACTOR's review and required new Samples for review and approval. CON- approval of that submittal. TRACTOR shall direct specific attention in writing to 1 revisions other than the corrections called for by ENGI- °.,+ ;rr'1��1 ` .� 3. At the time of each submittal, CONTRACTOR NEER on previous submittals. •��,.,{}y2�• shall give ENGINEER specific written notice of such variations, if any, that the Shop Drawing or Sample 6.18 Continuing the Work submitted may have from the requirements of the Contract Documents such notice to be in a written com- A. CONTRACTOR shall carry on the Work and adhere tj';, '.`' ,;�tm ; munication separate from the submittal; and, in addition, to the progress schedule during all disputes or disagreements shall cause a specific notation to be made on each Shop with OWNER. No Work shall be delayed or postponed '} pending resolution of any disputes or disagreements, except 00700 24 � n�..pnww...r.• :, •^acv„x.7w,f�r81 d(.r'�.N^ «• .' ”rte.r,.1'irN+ar-x�+4ra1L'14a"D;�y4':,2Jyaa»sY4rt,r.s+a..,.�-•• r. -r+R+y+w.b :� 1 x'''S�,;�,rt�� .1:' :. .t s. : . t rf, �4/it ,1 t,,sc�� y"`�•f f't,' .'i ..' '' °,'';. ,:; '. . 13 •,"( �''�Y f �4 $iY�tl r7�.Sl�i �+'r' ' ,2'I�r' 1 i. UwinlN'1fT5`I.f9`M1tM.f'.'kt.Mr lY,•.wv., r....,,. ., .... ..... .. r... ;\� ..st j as permitted by paragraph 15.04 or as OWNER and and against all claims, costs, losses, and damages (including ONTRACTOR may otherwise agree in writing, but not limited to all fees and charges of engineers, ' architects, attorneys, and other professionals and all court or j 6.19 CONMCTOR's General Warranty and Guarantee arbitration or other dispute resolution costs) arising out of or relating to the performance of the Work, provided that any f A. CONTRACTOR warrants and guarantees to such claim, cost, loss, or damage: -� OWNER, ENGINEER, and ENGINEER's Consultants that f all Work will be in accordance with the Contract Documents 1. is attri table to bodily injury, sickness, disease, ' and will not be defective. CONTRACTOR's warranty and or death, or to injury to or destruction of tangible antee hereunder excludes defects or damage caused b guar g y: property(other than the Work itself), including the loss of use resulting therefrom; and i 1, abuse, modification, or improper maintenance or operation by persons other than CONTRACTOR Sub- 2. is caused in whole or in part by any negligent act r> contractors, Suppliers, or any other individual or entity or omission of CONTRACTOR, any Subcontractor, any ' 4rri. for whom CONTRACTOR is responsible; or Supplier, or any individual or entity directly or indirectly employed by any of them to perform any of the Work or 2. normal wear and tear under normal usage. anyone for whose acts any of them may be liable, regardless of whether or not caused in part by any B. CONTRACTOR's obligation to perform and negligence or omission of an individual or entity indem- j complete the Work in accordance with the Contract nified hereunder or whether liability is imposed upon such Documents shall be absolute. None of the following will indemnified parry by Laws and Regulations regardless of ::... . 6J constitute an acceptance of Work that is not in accordance the negligence of any such individual or entity. with the Contract Documents or a release of CONTRACTOR's obligation to perform the Work in B. In any and all claims against OWNER or ENGINEER accordance with the Contract Documents: or any of their respective consultants, agents, officers, directors, partners, or employees by any employee (or the 1. observations by ENGINEER; survivor or personal representative of such employee) of i CONTRACTOR, any Subcontractor, any Supplier, or any 2. recommendation by ENGINEER or payment by individual or entity directly or indirectly employed by any of OWNER of any progress or final payment; them to perform any of the Work, or anyone for whose acts any of them may be liable, the indemnification obligation - 3. the issuance of a certificate of Substantial under paragraph 6.20.A shall not be limited in any way b Completion by ENGINEER or any payment related any limitation on the amount or type of damages, thereto by OWNER; compensation,or benefits payable by or for CONTRACTOR r or any such Subcontractor, Supplier, or other individual or 4. use or occupancy of the Work or any part thereof entity under workers' compensation acts, disability benefit by OWNER; acts, or other employee benefit acts. _! 5. any acceptance by OWNER or any failure to do C. The indemnification obligations of CONTRACTOR so; under paragraph 6.20.A shall not extend to the liability of j ENGINEER and ENGINEER's t t Consultants or to the t - j 6. any review and approval of a Shop Drawing or officers, directors, partners, employees, agents, and other Sample submittal or the issuance of a notice of acceptabil- consultants and subcontractors of each and any of them ity by ENGINEER; arising out of: 7. any inspection, test, or approval by others; or 1. the preparation or approval of, or the failure to prepare or approve, maps, Drawings, opinions, reports, ' 8. any correction of defective Work by OWNER. surveys, Change Orders, designs, or Specifications; or ! r r3= r 6.20 Indemnification 2. giving directions or instructions, or failing to give them, if that is the primary cause of the injury ory r, A. To the fullest extent permitted by Laws and Regula- damage. ? , 5 } ntions, CONTRACTOR shall indemnify and hold harmless >; OWNER, ENGINEER, ENGINEER's Consultants, and the officers, directors, partners, employees, agents, and other :, ,,u . •',;:;''; . consultants and subcontractors of each and any of them from 00700 25 ,w if'ryTS�f _J T�,,�!� �3R�f�0.i7fip14zqu'!,°�t�s'vnxgy'"'7WXA°hY«Yi`.f.k+'ltCfkk{.SddkSM.XUw,n'+•*• _. . .nw,cwwry:au:a.nerwwr...--.•.•.... •.• w..,.+.w.rwv.w.4uaxw w �r� gyp' � �{ ARTICLE 7-OTHER WORK 7.02 Coordination A. If OWNER intends to contract with others for the 7.01 Related Work at Site performance of other work on the Project at the Site, the following will be ad forth in Supplementary Conditions: A. OWNER may perform other work related to the �~ Project at the Site by OWNER's employees, or let other 1. the individual or entity who will have authority '+ ! direct contracts therefor, or have other work performed by and responsibility for coordination of the activities among utility owners. If such other work is not noted in the Con- the various con=ctors will be identified; r „ . tract Documents, then: t 2. the specific matters to be covered by such 1. written notice thereof will be given to CON- authority and responsibility will be itemized; and 11 TRACTOR prior to starting any such other work; and 3. the extent of such authority and responsibilities 2. if OWNER and CONTRACTOR are unable to will be provided. agree on entitlement to or on the amount or extent, if any, of any adjustment in the Contract Price or Contract Times B. Unless otherwise provided in the Supplementary that should be allowed as a result of such other work, a Conditions, OWNER shall have sole authority and respon- Claim may be made therefor as provided in paragraph sibility for such coordination. I 10.05. ' B. CONTRACTOR shall afford each other contractor ARTICLE 8-OWNER'S RESPONSIBILITIES I who is a party to such a direct contract and each utility owner (and OWNER, if OWNER is performing the other work with OWNER's employees)proper and safe access to the Site and 8.01 Communications to Contractor r a reasonable opportunity for the introduction and storage of materials and equipment and the execution of such other A. Except as otherwise provided in these General Condi- work and shall properly coordinate the Work with theirs. tions, OWNER shall issue all communications to ..� Unless otherwise provided in the Contract Documents, CON- CONTRACTOR through ENGINEER.. i TRACTOR shall do all cutting, fitting, and patching of the Work that may be required to properly connect or otherwise 8.02 Replacement of ENGINEER make its several parts come together and properly integrate G"" with such other work. CONTRACTOR shall not endanger A. In case of termination of the employment of ENGI- any work of others by cutting, excavating, or otherwise NEER, OWNER shall appoint an engineer to whom �J i altering their work and will only cut or alter their work with CONTRACTOR makes no reasonable objection,whose status the written consent of ENGINEER and the others whose under the Contract Documents shall be that of the former work will be affected. The duties and responsibilities of ENGINEER. ' CONTRACTOR under this paragraph are for the benefit of such utility owners and other contractors to the extent that 8.03 Furnish Data % there are comparable provisions for the benefit of L CONTRACTOR in said direct contracts between OWNER A. OWNER shall promptly furnish the data required of and such utility owners and other contractors. OWNER under the Contract Documents. r1 C. If the proper execution or results of any part of 8.04 Pay Promptly When Due CONTRACTOR's Work depends upon work performed by others under this Article 7 CONTRACTOR shall inspect A. OWNER shall make payments to CONTRACTOR such other work and promptly report to ENGINEER in promptly when they are due as provided in paragraphs writing any delays, defects or deficiencies in such other 14.02.0 and 14.07.C. work that render it unavailable or unsuitable for the proper '. i �r ! execution and results of CONTRACTOR's Work. 8.05 Lands and Easements,•Reports and Tests :,;'' CONTRACTOR's failure to so report will constitute an acceptance of such other work as fit and proper for A. OWNER's duties in respect of providing lands and i integration with CONTRACTOR's Work except for latent easements and providing engineering surveys to establish defects and deficiencies in such other work. reference points are set forth in paragraphs 4.01 and 4.05. Paragraph 4.02 refers to OWNER's identifying and making " available to CONTRACTOR copies of reports of explorations .J 00700 -26 1^'!•'S•I.+IM.,,w.P h+ '. ,- •'•M. UTAVb"r'Ne:>A^:J'�::l.r✓..• -».• , ••.«.•».•..,vw,,.i r. .Lhl,st::..r:4btilhtXl".'i1 l4rh'Y'P.v�ru..+.»... .. - `•`f"�NUMW�,t tF1t '' y!, ,r;«mv5;r^v-'=AhiM<aq:gnv,.sta+,r � .. .. ,. ,.. .. _......... ...........,,.. r a,r>v ....,..,... � , and tests of subsurface conditions and drawings of physical ARTICLE 9-ENGINEER'S STATUS DURING conditions in or relating to existing surface or subsurface CONSTRUCTION f. ,structures at or contiguous to the Site that have been utilized by ENGINEER in preparing the Contract Documents. 9.01 OWNER'S Representative 8.06 Insurance A. ENGINEER will be OWNER's representative during -^► A. OWNER'responsibilities, if any, in respect to pur- the construction period. The duties and responsibilities and chasing and maintaining liability and property insurance are the limitations of authority of ENGINEER as OWNER's set forth in Article 5. representative during construction are set forth in the Contract Documents and will not be changed without written 1 ." 8.07 Orange Orders consent of OWNER and ENGINEER. , M { A. OWNER is obligated to execute Change Orders as 9.02 W sits to Site indicated in paragraph 10.03. t '�}:�z'u'; t:' A. ENGINEER will make visits to the Site at intervals 8.08 Inspections, Tests, and Approvals appropriate to the various stages of construction as y ENGINEER deems necessary in order to observe as an A. OWNER's responsibility in respect to certain inspec- experienced and qualified design professional the progress ' tions, tests, and approvals is set forth in paragraph 13.03.B. that has been made and the quality of the various aspects of 4 -, CONTRACTOR's executed Work.. Based on information ` I 8.09 Limitations on OWNERS Responsibilities obtained during such visits and observations, ENGINEER, for the benefit of OWNER, will determine, in general, if the A. The OWNER shall not supervise, direct, or have Work is proceeding in accordance with the Contract ;;;��. ;_ .•,., "a control or authority over, nor be responsible for, Documents. ENGINEER will not be required to make , j means, methods, techniques, sequences, exhaustive or continuous inspections on the Site to check the- CONTRACTOR's <:r or procedures of construction, or the safety precautions and quality or quantity of the Work. ENGINEER's efforts will programs incident thereto, or for any failure of CON- be directed toward providing for OWNER a greater degree TRACTOR to comply with Laws and Regulations applicable of confidence that the completed Work will conform to the performance of the Work. OWNER will not be generally to the Contract Documents. On the basis of such responsible for CONTRACTOR's failure to perform the visits and observations, ENGINEER will keep OWNER Work in accordance with the Contract Documents. informed of the progress of the Work and will endeavor to guard OWNER against defective Work. 8.10 Undisclosed Hazardous Environmental Condition • T B. ENGINEER's visits and observations are subject to A. OWNER's responsibility in respect to an undisclosed all the limitations on ENGINEER's authority and '1 Hazardous Environmental Condition is set forth in paragraph responsibility set forth in paragraph 9.10, and particularly, 4.06. but without limitation, during or as a result of ENGINEER's { visits or observations of CONTRACTOR's Work 8.11 Evidence of Financial Arrangements ENGINEER will not supervise, direct, control, or have authority over or be responsible for CONTRACTOR'S A. If and to the extent OWNER has agreed to furnish means, methods, techniques, sequences, or procedures of ' J1 CONTRACTOR reasonable evidence that financial construction, or the safety precautions and programs incident arrangements have been made to satisfy OWNER's thereto,or for any failure of CONTRACTOR to comply with ,i obligations under the Contract (Documents, OWNERS Laws and Regulations applicable to the performance of the responsibility in respect thereof will be as set forth in the Work. Supplementary Conditions. 9.03 Project Representative A. If OWNER and ENGINEER.agree, ENGINEER will furnish a Resident Project Representative to assist ; V ; ENGINEER in providing more extensive observation of the � ? Work. The responsibilities and authority and limitations '"f _ thereon of any such Resident Project Representative and assistants will be as provided in paragraph 9.10 and in the ! Supplementary Conditions. If OWNER designates another am m J.- 00700 27 (r f 1qi,?tf{ibAdr'taVRSaNF'i'.:YtK42a4't4�'.Alr AS I'✓ Atk3Ww.krso.r.- ,..., n.c+++n�%ntrRYiF-r*+nro.n+."""..•. .r.. 7—,,....0 wwwaaria�4vri+v'-0h.»+nvr r ."'.,,,1t 'f�l�Ah F, r 771 Y , i representative or agent to represent OWNER at the Site who B. In connection with ENGINEER's authority as to is not ENGINEER's Consultant, agent or employee, the Change Orders, see Articles 10, 11, and 12. l responsibilities and authority and limitations thereon of such ' other individual or entity will be as provided in the Supple- C. In connection with ENGINEER's authority as to mentary Conditions. Applications for Payment, sex Article 14. 9.04 Clarifications and Interpretations 9.08 Determinations for Unit Price Work .; A. ENGINEER will issue with reasonable promptness A. ENGINEER.will determine the actual quantities and i such written clarifications or interpretations of the require- classifications of Unit Price Work performed by meats of the Contract Documents as ENGINEER may deter- CONTRACTOR. ENGINEER will review with CON- mine necessary, which shall be consistent with the intent of TRACTOR the ENGINEER's preliminary determinations on and reasonably inferable from the Contract Documents. Such such matters before rendering a written decision thereon(by written clarifications and interpretations will be binding on recommendation of an Application for Payment or OWNER and CONTRACTOR. If OWNER and CON- otherwise). ENGINEER's written decision thereon will be TRACTOR are unable to agree on entitlement to or on the final and binding (except as modified by ENGINEER to 'x amount or extent, if any, of any adjustment in the Contract reflect changed factual conditions or more accurate data) Price or Contract Times, or both, that should be allowed as upon OWNER and CONTRACTOR, subject to the a result of a written clarification or interpretation, a Claim provisions of paragraph 10.05. may be made therefor as provided in paragraph 10.05. 9.09 Decisions on Requirements of Contract Documents 9.05 Authorized Variations in Work and Acceptability of Work ;.:. u:l ' A. ENGINEER may authorize minor variations in the A. ENGINEER will be the initial interpreter of the Work from the requirements of the Contract Documents requirements of the Contract Documents and judge of the which do not involve an adjustment in the Contract Price or acceptability of the Work thereunder. Claims, disputes and the Contract Times and are compatible with the design other matters relating to the acceptability of the Work, the �J concept of the completed Project as a functioning whole as quantities and classifications of .Unit Price Work, the indicated by the Contract Documents. These may be interpretation of the requirements of the Contract Documents r ;, accom lished by a Field Order and will be binding on pemining to the performance of the Work, and Claims OWNER and also on CONTRACTOR, who shall perform seeking changes in the Contract Price or Contract Times will ` { be referred initially to ENGINEER in writing, in accordance the Work involved promptly. If OWNER and CONTRAC- TOR are unable to agree on entitlement to or on the amount with the provisions of paragraph 10.05, with a request fora or extent, if any, of any adjustment in the Contract Price or formal decision. Contract Times, or both, as a result of a Field Order, a �++ Claim may be made therefor as provided in paragraph 10.05. B. When functioning as interpreter and judge tinder this paragraph 9.09, ENGINEER will not show partiality to J 9.06 Rejecting Defective Work OWNER or CONTRACTOR and will not be liable in connection with any interpretation or decision rendered in r A. ENGINEER will have authority to disapprove or good faith in such capacity. The rendering of a decision by reject Work which ENGINEER believes to be defective, or ENGINEER pursuant to this paragraph 9.09 with respect to that ENGINEER believes will not produce a completed any such Claim, dispute, or other matter (except any which Project that conforms to the Contract Documents or that will have been waived by the making or acceptance of final prejudice the integrity of the design concept of the completed payment as provided in paragraph 14.07) will be a condition ,: Project as a functioning whole as indicated by the Contract precedent to any exercise by OWNER or CONTRACTOR of ' Documents. ENGINEER will also have authority to require such rights or remedies as either may otherwise have under + special inspection or testing of the Work as provided in the Contract Documents or by Laws or Regulations in respect � paragraph 13.04, whether or not the Work is fabricated, of any such Claim, dispute, or other matter. installed, or completed. 9.10 Limitations on ENGINEER's Authority and Respon- and Payments sibilities 9.07 Shop Drawings, Change Orders " `''f'•�' j A. In connection with ENGINEER's authority as to Shop A. Neither ENGINEER's authority or responsibility :_: aU,�`•�'`'..'` the Drawings and Samples, see paragraph 6.17. under this Article 9 or under any other provision of ri,;47e` 1 Contract Documents nor any decision made by ENGINEER ;; 't,;< .' ,i �y' '• in good faith either to exercise or not exercise such authority "�1`'''� :+•'>' ;�`::• 00700 28 ��y,.rw..-r.u„ .... .. —n.....«a«cytuuR%tA'A4X"s:�V.r •- .... ..1_x r.rr..a > .. . Y} t i 1 6 S cfe'V".l}VIYVA.`•' ,,T1 4� Ar{ 4 T� r. r F7 . , or responsibility or the undertaking,exercise, or performance Directive, a Claim may be made therefor as provided in -.) of any authority or responsibility by ENGINEER shall create, paragraph 10.05. impose, or give rise to any duty in contract, tort, or otherwise owed by ENGINEER to CONTRACTOR, any 10.02 Unauthorized Changes in the Work Subcontractor, any Supplier, any other individual or entity, or to any surety for or employee or agent of any of them. A. CONTRACTOR shall not be entitled to an increase E in the Contract Price or an extension of the Contract Times k ' ..� B. ENGINEER will not supervise, direct, control, or with respect to any work performed that is not required by have authority over or be responsible for CONTRACTOR's the Contract Documents as amended, modified, or means, methods, techniques, sequences, or procedures of supplemented as provided in paragraph 3.04, except in the ! gay pro pwmgmp construction, or the safety precautions and programs incident case of an emergency as provided in h 6.16 or in the thereto,or for any failure of CONTRACTOR to comply with case of uncovering Work as provided in paragraph 13.04.B. ; { Laws and Regulations applicable to the performance of the i j Work. ENGINEER will not be responsible for 10.03 Execution of Change Orders CONTRACTOR's failure to perform the Work in accordance i with the Contract Documents. A. OWNER and CONTRACTOR shall execute appropriate Change Orders recommended by ENGINEER(or C. ENGINEER will not be responsible for the acts or Written Amendments) covering: ' omissions of CONTRACTOR or of any Subcontractor, any Supplier, or of any other individual or entity performing any 1. changes in the Work which are: (i) ordered by of the Work. OWNER pursuant to paragraph 10.01.A, (ii) required because of acceptance of defective Work under pars- . D. ENGINEER'S review of the final Application for graph 13.08.A or OWNER's correction of defective Payment and accompanying documentation and all mainte- Work under paragraph 13.09, or (iii) agreed to by the nance and operating instructions, schedules, guarantees, parties; !. Bonds, certificates of inspection, tests and approvals, and other documentation required to be delivered by paragraph 2. changes in the Contract Price or Contract Times 14.07,A will only be to determine generally that their content which are agreed to by the p3rties, including any complies with the requirements of, and in the case of undisputed sum or amount of time for Work actually ors tests and royals that the results performed in&cordance with a Work Change Directive; certificates of inspects app certified indicate compliance with, the Contract Documents. and E. The limitations upon authority and responsibility set 3. changes in the Contract Price or Contract Times rel . i forth in this paragraph 9.10 shall also apply to ENGINEER's which embody the substance of any written decision ! Consultants, Resident Project Representative, and assistants. rendered by ENGINEER pursuant to paragraph 10.05; t . ]: provided that, in lieu of executing any such Change ARTICLE 10- CHANGES IN THE WORK; CLAIMS Order, an appeal may be taken from any such decision in accordance with the provisions of the Contract Documents and applicable Laws and Regulations, but 10.01 Authorized Changes in the Work during any such appeal, CONTRACTOR shall carry on the Work and adhere to the progress schedule as A. Without invalidating the Agreement and without provided in paragraph 6.18.A. 'a notice to any surety, OWNER may, at any time or from time to tune, order additions, deletions, or revisions in the Work 10.04 Notification to Surety by a Written Amendment, a Change Order, or a Work Change Directive. Upon receipt of any such document, A. If notice of any change affecting the general scope CONTRACTOR shall promptly proceed with the Work of the Work or the provisions of the Contract Documents involved which will be performed under the applicable (including, but not limited to, Contract Price or Contract -, conditions of the Contract Documents (except as otherwise Times)is required by the provisions of any Bond to be given . ? to a surety, the giving of any such notice will be specifically provided). CONTRACTOR's responsibility. The amount of each Po tY• B. If OWNER and CONTRACTOR are unable to agree applicable Bond will be adjusted to reflect the effect of any t on entitlement to, or on the amount or extent, if any, of an such change. adjustment in the Contract Price or Contract Times, or both, that should be allowed as a result of a Work Change 1- . 00700 29 �. "aWCKfAlI'l�tG'iL?laJ.f7Y5.'�'44b"+a�fA�IXtt„;T.?kil:X�¢a5t`��'�?�`S7i+Y;ii;(i:s:.*Mt�r+'••••«......—. .. iA 10.05 (lafma and Disputes D. No Claim for an adjustment in Contract Price or Contract Times (or Milestones)will be valid if not submitted A. Notice: Written notice stating the general nature of in accordance with this paragraph 10.05. each Claim, dispute, or other matter shall be delivered by the claimant to ENGINEER and the other party to the Contract q, promptly(but in no event later than 30 days)after the start of ARTICLE 11 - COST OF THE WORK; CASH �.�. j the event giving rise thereto. Notice of the amount or extent ALLOWANCES; UNIT PRICE WORK of the Claim, dispute, or other mater with supporting data shall be delivered to the ENGINEER and the other party to ti the Contract within 60 days after the start of such event 11.0 1 Cost ootlie Work (unless ENGINEER allows additional time for claimant to submit additional or more accurate data in support of such A. Cosxc Included: The term Cost of the Work means ,? Claim, dispute, or other matter). A Claim for an adjustment the sum of all costs necessarily incurred and paid by CON- ;j in Contract Price shall be prepared in accordance with the TRACTOR in the proper performance of the Work. When , . :,'. provisions of paragraph 12.01.B. A Claim for an adjustment the value of any Work covered by a Change Order or when in Contract Time shall be prepared in accordance with the a Claim for an adjustment in Contract Price is determined on provisions of paragraph 12.02.B. Each Claim shall be the basis of Cost of the Work, the costs to be reimbursed to accompanied by claimant's written statement that the adjust- CONTRACTOR will be only those additional or in went claimed is the entire adjustment to which the claimant costs required because of the change in the Work or because believes it is entitled as a result of said event. The opposing of the event giving rise to the Claim. Except as otherwise party shall submit any response to ENGINEER and the may be agreed to in writing by OWNER, such costs shall be claimant within 30 days after receipt of the claimant's last in amounts no higher than those prevailing in the locality of 1 submittal (unless ENGINEER allows additional time). the Project, shall include only the following items, and shall not include any of the costs itemized in paragraph I1.01.B. B. ENGINEER's Decision: ENGINEER will render a formal decision in writing within 30 days after receipt of 1. Payroll costs for employees in the direct employ I the last submittal of the claimant or the last submittal of the of CONTRACTOR in the performance of the Work opposing party, if any. ENGINEER's written decision on under schedules of job classifications agreed upon by such Claim, dispute,or other matter will be final and binding OWNER and CONTRACTOR. Such employees shall upon OWNER and CONTRACTOR unless: include without limitation superintendents, foremen, and `yea other personnel employed full time at the Site. Payroll =LL 1- an appeal from ENGINEER's decision is taken costs for employees not employed full time on the Work r- within the time limits and in accordance with the dispute shall be apportioned on the basis of their time spent on resolution procedures set forth in Article 16; or the Work. Payroll costs shall include, but not be limited S" to, salaries and wages plus the cost of fringe benefits, 2. if no such dispute resolution procedures have which shall include social security contributions, unem- been set forth in Article 16, a written notice of intention ployment, excise, and payroll taxes, workers' to appeal from ENGINEER's written decision is compensation, health and retirement benefits, bonuses, delivered by OWNER or CONTRACTOR to the other sick leave, vacation and holiday pay applicable thereto. and to ENGINEER within 30 days after the date of such The expenses of performing Work outside of regular decision, and a formal proceeding is instituted by the working hours, on Saturday, Sunday, or legal holidays, t appealing party in a forum of competent jurisdiction shall be included in the above to the extent authorized by within 60 days after the date of such decision or within . r ' OWNER 60 days after Substantial Completion, whichever is later 7•'' : ..,.. (unless otherwise agreed in writing by OWNER and 2. Cost of all materials and equipment furnished ! CONTRACTOR), to exercise such rights or remedies as and incorporated in the Work, including costs of the appealing party may have with respect to such transportation and storage thereof, and Suppliers' field Claim, dispute, or other matter in accordance with services required in connection therewith. All cash >;;;4•..;L° n-hi . `t, applicable Laws and Regulations. discounts shall accrue to CONTRACTOR unless Q {? `" •t OWNER deposits funds with CONTRACTOR with C. If ENGINEER does not render a formal decision in which to make payments, in which case the cash writing within the time stated in paragraph 10.05.13, a discounts shall accrue to OWNER. All trade discounts, w z+� rlaf decision denying the Claim in its entirety shall be deemed to rebates and refunds and returns from sale of surplus have been issued 31 days after receipt of the last submittal of materials and equipment shall accrue to OWNER and the claimant or the last submittal of the opposing if CONTRACTOR shall make provisions so that the ma ;LT I PPo g Pty, P Y Y fa,.• „'�. , '.? any. be obtained. ? 00700- 30 r7 1'C'FbN:s;U•Rl1:tiLti1;S5Glu✓:.aR'r.w.K,w•.+...... ,..,.....r..rro.yy4�,, y; r,`.t}�;'4�yrrxt! tlrtNl )) 3. Payments made by CONTRACTOR to and royalty payments and fees for permits and Subcontraators for Work performed by Subcontractors. licenses. E If required by OWNER, CONTRACTOR shall obtain f competitive bids from subcontractors acceptable to f. Losses and damages(and related expenses) 1 OWNER and CONTRACTOR and shall deliver such caused by damage to the Work, not compensated by .) bids to OWNER, who will then determine, with the insurance or otherwise, sustained by advice of ENGINEER, which bids, if any, will be CONTRACTOR in connection with the perfor- I acceptable. If any subcontract provides that the mane of the Work (except losses and damages Subcontractor is to be paid on the basis of Cost of the within the drluctible amounts of property insurance Work plus a fee, the Subcontractor's Cost of the Work established in accordance with paragraph 5.05.1)), and fee shall be determined in the same manner as provided such losses and damages have resulted i CONTRACTOR's Cost of the Work and fee as provided from causes other than the negligence of ' VIA in this paragraph 11.01. CONTRACTOR, any Subcontractor, or anyone directly or indirectly employed by any of them or 4. Costs of special consultants (including but not for whose acts any of them may be liable. Such a limited to engineers, architects, testing laboratories, losses shall include settlements made with the surveyors, attorneys, and accountants) employed for written consent and approval of OWNER. No such services specifically related to the Work. losses, es, and c + damages, expenses shall be included in the Cost of the Work for the purpose of detenmining ' 5. Supplemental costs including the following: CONTRACTOR's fee. a. The proportion of necessary transportation, g. The cost of utilities, fuel, and sanitary travel, and subsistence expenses of facilities at the Site. CONTRACTOR's employees incurred in discharge of duties connected with the Work. h. Minor expenses such as telegrams, long k ` distance telephone calls, telephone service at the b. Cost, including transportation and mainte- Site, expressage,.and similar petty cash items in „. :. nance, of all materials, supplies, equipment, connection with the Work. machinery, appliances, office, and temporary facili- ties at the Site, and hand tools not owned by the i. When the Cost of the Work is used to workers,which are consumed in the performance of determine the value of a Change Order or of a the Work, and cost, less market value, of such items Claim, the cost of premiums for additional Bonds used but not consumed which remain the property of and insurance required because of the changes in the CONTRACTOR. Work or caused b i y the event giving rise to the � '` ;;x,• Claim. i c. Rentals of all construction equipment and machinery, and the parts thereof whether rented j. When all the Work is performed on the from CONTRACTOR or others in accordance with basis of cost-plus, the costs of premiums for all rental agreements approved by OWNER with the Bonds and insurance CONTRACTOR is required by advice of ENGINEER, and the costs of the Contract Documents to purchase and maintain. transportation, loading, unloading, assembly, c....,-.,,. dismantling, and removal thereof. All such costs B. Casts Excluded: The term Cost of the Work shall shall be in accordance with the terms of said rental not include any of the following items: !1 agreements. The rental of any such equipment, ma- " �avn chinery, or parts shall cease when the use thereof is 1. Payroll costs and other compensation of +;'','' :i; no longer necessary for the Work. CONTRACTOR's officers executives principals (of partnerships + p ps and sole proprietorships), general manag- y t d. Sales, consumer, use and other similar ers, engineers, architects estimators, attorneys, audi- taxes g n Y ',"'"! ' related to the Work and for which CON- tors accountants purchasing and contracting agents, TRACTOR is liable, imposed by Laws and Regu- expediters, timekeepers, clerks and other personnel lations. employed by CONTRACTOR,whether at the Site or in CONTRACTOR's principal or branch office for general,)` e. Deposits lost for causes other than negli- administration of the Work and not specifically included r 4 >w genre of CONTRACTOR, any Subcontractor, or in the agreed upon schedule of job classifications °K anyone directly or indirectly employed by any of referred to in paragraph 11.01.A.1 or specifically them or for whose acts any of them may be liable, covered by paragraph 11.0LA.4, all of which are to be iF7 00700- 31 ' 4 'i• -�� `„A114��Y(�(1.TRILGIM•�1i6Y.N,�i',KCtK.Y{F/.,y1�4(',7,�ry,:Y.r5C4ni'.1c��..Cr2fkR!'lit':IV w•.••••••«_• .•- .,, .w1r�b!)'syY 4M 3:rodq.A:wl.w •..'�.wyMy..yty1(tC.{v{fM� tlwR!*+•mr. T. �+�.,cwf ''.F (rid fy. . y Q 7 77 1.4 vc costs covered by the ances have been included in the Contract Price and not considered administrau in the allowances, and no demand for additional paYmsnt CONTRACTOR's fee. on account of any of the foregoing will be valid. t � 2. Expenses of CONTRACTOR's principal and , branch offices other than CONTRACTOR's office at the will be issued as recommended bappropriate TrTEER to reflect Site. °"•{ actual.amounts due CONTRACTOR on account of work r covered by allowances, and the Contract Price shall be :. .� 3. Any part of CONTRACTOR!s capital expenses, including interest on CONTRACTOR's capital employed concspondinF>,lY � for the Work and charges against CONTRACTOR for 11.03 Unit P delinquent payments. rice Work A. Where the Contract Documents provide that all or �. 4. Costs due to the negligence of CONTRACTOR, Work., initially any Subcontractor, or anyone directly or indirectly part of the Work is to be Unit Price k, Y the employed by any of them or for whose acts any of them Contract Price will be deemed to include for all Unit Price may be liable, including but not limited to, the Work an amount equal w the sum of the unit price for each I � correction of defective Work, disposal of materials or separately identified item of Unit Price Work times the e went wrongly supplied, and making good any estimated quantity of each item as indicated in the Agree- 4mP went. The estimated quantities of items of Unit Price Work n, damage to property. t purpose of are not guaranteed and are solely for the comparison of Bids and determining an initial Contract Price. co 5. Other overhead or general expense costs of any nip kind and the casts of any item not specifically and Determinations of the actual quantities and classifications of ressl included in pa 11.01.A and 11.01.13. Unit Price Work performed by CONTRACTOR will bh i e P a of paragraph xP Y to the revisions p gmP made by ENGINEER subject p r : C. C01V7TtACTOR's Fee: When all the Work is 9.08. perforated on the basis of cost-plus, CONTRACTOR's fee B. Each unit rice will be deemed to include an amount shall be determined as set forth in the Agreement. When the P value of any Work covered by a Change Order or when a considered by CONTRACTOR to be adequate to cover r p , 7 Claim for an adjustment in Contract Price is determined on CONTRACTOR's overhead and profit for each separately the basis of Cast of the Work, CONTRACTOR's fee shall be identified item. determined as set forth in paragraph 12.01.C. ,. .1 C. OWNER or CONTRACTOR may make a Claim for Y cri D. Documentation: Whenever the Cost of the Work for an adjustment in the Contract Price in accordance with -; any Purpose is to be determined pursuant to paragraphs p aragraph 10.05 if: I 11.01.A and 11.01.13, CONTRACTOR will establish and " Imaim in records thereof in accordance with generally 1. the quantity of any item of Unit Price Work accepted accounting practices and submit in a form performed by CONTRACTOR differs materially and cost breakdown • significantly from the estimated quantity of such item acceptable to ENGINEER an itemized together with supporting data. indicated in the Agreement; and 2, there is no corresponding adjustment with 11.02 Cash Allowances r-, respect any other item of Work; and A. It is understood that CONTRACTOR has included in the Contract Price all allowances so named in the Contract 3. if CONTRACTOR believes that Documents and shall cause the Work so covered to be CONTRACTOR is entitled to an increase in Contract �+ performed for such sums as may be acceptable to OWNER Price as a result of having incurred additional expetueaoe ( f P OWNER believes that OWNER is entitled to a L..ii ?;:! 1 and ENGINEER. CONTRACTOR agrees that: ;:.:. in Contract Price and the parties are unable to agree as f ; 1. the allowances include the cost to CONTRAC- to the amount of any such increase or decrease. TOR (less any applicable trade discounts) of materials ,r and equipment required by the allowances to be { *" delivered at the Site, and all applicable taxes; and 2. CONTRACTOR's costs for unloading and !4i;ka overhead, ;• handling on the Site, labor, installation costs, 0 "'` f ,y ,. profit, and other expenses contemplated for the allow- 00700 - 32 �.,A .r..M.u,.rsn�rn " ^xxtttaF%Y5,iU!!u .A. a,v rx.XNke, � a �y Y 5)} j�1 ) LjSf}t l Y t!),i i � : t .} A-�Y l'}..!1 i�i :1'f` A(t'`{, �yt�`4��t 5 1• r' z• S q s u.S� ar t '; .�. F1 ` %tA 771, ARTICLE 12-CHANGE OF CONTRACT PRICE; fixed fee is agreed upon, the intent of paragraph CHANGE OF CONTRACT TIMES 12.01.C.2.a is that the Subcontractor who actually • _ performs the Work, at whatever tier, will be paid a fee of 15 percent of the costs incurred by such �l 12.01 Change of Contract Price Subcontractor under paragraphs 11.0I.A.1 and 11.01.A.2 and that any higher tier Subcontractor A. The Contract Price may only be changed by a and CONTRACTOR will each be paid a fee of five Change Order or by a Written Amendment. Any Claim for percent of the amount aid to the next lower tier an ad4ustment in the Contract Price shall be based on written Subcontractor; '+ notice submitted the making he Claim to the • � „� by ply g k j ENGINEER and the other party to the Contract in accor- d. no fee shall be payable on the basis of costs dance with the provisions of paragraph 10.05. itemized under paragraphs 11.0l.A.4, 11.0l.A.5, ? and 11.01.11; ; � - B. The value of any Work covered by a Change Order n or of any Claim for an adjustment in the Contract Price will e. the amount of credit to be allowed by fr be determined as follows: CONTRACTOR to OWNER for any change which results in a net decrease in cost will be the amount Y 1. where the Work involved is covered by unit of the actual net decrease in cost plus a deduction in prices contained in the Contract Documents, by applica- CONTRACTOR's fee by an amount equal to five tion of such unit prices to the quantities of the items percent of such net decrease; and involved(subject to the provisions of paragraph 11.03 ); j ' or f. when both additions and credits are in- ,, `::'•;.; ;, volved in any one change, the adjustment in l ' � 2. whew the Work involved is not covered by unit CONTRACTOR's fee shall be computed on the •.,:,, , . prices contained in the Contract Documents, by a basis of the net change in accordance with para- mutually agreed lump sum (which may include an graphs 12.01.C.2.a through 12.01.C.2.e, inclu- allowance for overhead and profit not necessarily in sive. accordance with paragraph 12.0l.C.2); or 12.02 Change of Contract Times flrY 3. where the Work involved is not covered by unit prices contained in the Contract Documents and agree- A. The Contract Times (or Milestones) may only be ment to a lump sum is not reached under paragraph changed by a Change Order or by a Written Amendment. ii 12.01.11.2, on the basis of the Cost of the Work Any Claim for an adjustment in the Contract Tunes (or j , (determined as provided in paragraph 11.01) plus a Milestones)shall be based on written notice submitted by the CONTRACTOR's fee for overhead and profit (deter- parry making the claim to the ENGINEER and the other t r. + trained as provided in paragraph 12.01.C). parry to the Contract in accordance with the provisions of paragraph 10.05. ! C. CONTRACTOR's Fee: The CONTRACTOR's fee for overhead and profit shall be determined as follows: B. Any adjustment of the Contract Times (or Milestones)covered by a Change Order or of any Claim for 1. a mutually acceptable fixed fee; or an adjustment in the Contract Times(or Milestones)will be determined in accordance with the provisions of this 2. if a fixed fee is not agreed upon, then a fee Article 12. based on the following percentages of the various ,.! portions of the Cost of the Work: 12.03 Delays Beyond COA RACTOR's Control a. for costs incurred under paragraphs A. Where CONTRACTOR is prevented from ' 11.0l.A.1 and 11.0l.A.2, the CONTRACTOR's completing any part of the Work within the Contract Times fee shall be 15 percent; (or Milestones) due to delay beyond the control of CONTRACTOR, the Contract Times(or Milestones)will be ; < b. for costs incurred under paragraph extended in an amount equal to the time lost due to such 11.0l.A.3, the CONTRACTOR's fee shall be five delay if a Claim is made therefor as provided in paragraph percent; 12.02.A. Delays beyond the control of CONTRACTOR i shall include, but not be limited to, acts or neglect by c. where one or more tiers of subcontracts are OWNER, acts or neglect of utility owners or other r;,,;'.,'.r ��.•,,;,,:, ,�, on the basis of Cost of the Work plus a fee and no contractors performing other work as contemplated by F . 00700 33 {' ,; j�i�'�'�kM;g1 '/fd43h5C Viril'$n"l�re•Wj'x.JtRM nrJ'rwaissnaat.�w +..,,y.erwn.nuc�.e.... t —r.�,..�, I r 1 ' ,� s t M. t ' Pi + S3 ?fir Nine t:t5 .f t, 1,t ,.0 1 t r Article 7, fires, floods, epidemics, abnormal weather to CONTRACTOR. All defective Work may be rejected, conditions, or acts of God. corrected, or accepted as provided in this Article 13. 1 12.04 Delays Within CONTRACTOR's Control 13.02 Access to Work '•I A. The Contract Times (or Milestones) will not be A. OWNER, ENGINEER, ENGINEER's Consultants, extended due to delays within the control of other representatives and personnel of OWNER, independent CONTRACTOR. Delays attributable to and within the testing laboratories, and governmental agencies with control of a Subcontractor or Supplier shall be deemed to be jurisdictional interests will have access to the Site and the I at delays within the control of CONTRACTOR. Work reasonable times for their observation, inspecting, and testing. CONTRACTOR shall provide them proper and 12.05 Delays Beyond OWNER's and CONMCTOR's safe conditions for such access and advise them of Control CONTRACTOR's Site safety procedures and programs so that they may comply therewith as applicable. A. Where CONTRACTOR is prevented from complet- ing any part of the Work within the Contract Times (or 13.03 Tests and Inspections Milestones)due to delay beyond the control of both OWNER and CONTRACTOR, an extension of the Contract Times(or A. CONTRACTOR shall give ENGINEER timely t` Milestones) in an amount equal to the time lost due to such notice of readiness of the Work for all required inspections, ? delay shall be CONTRACTOR's sole and exclusive remedy tests, or approvals and shall cooperate with inspection and for such delay. testing personnel to facilitate required inspections or tests. +% 12.06 Delay Damages B. OWNER shall employ and pay for the services of an independent testing laboratory to perform all inspections, A. In no event shall OWNER or ENGINEER be liable tests, or approvals required by the Contract Documents to CONTRACTOR, any Subcontractor, any Supplier, or any except: other person or organization, or to any surety for oI is;;`•);!':';.`',' employee or agent of any of them, for damages arising out of 1. for inspections, tests, or approvals covered by or resulting from: paragraphs 13.03.0 and 13.03.D below; 1. delays caused by or within the control of CON- 2. that costs incurred in connection with tests or TRACTOR; FJ!. or inspections conducted pursuant to paragraph 13.04.B shall be paid as provided in said paragraph 13.04.13; and f"":S' 2. delays beyond the control of both OWNER and r CONTRACTOR including but not limited to fires, 3. as otherwise specifically provided in the Con- ! floods, epidemics, abnormal weather conditions, acts of tract Documents. God, or acts or neglect by utility owners or other contractors performing other work as contemplated by ' C. If Laws or Regulations of any public body having r Article 7. jurisdiction require any Work(or part thereof)specifically to j.fi` yi r .f be inspected, tested, or approved by an employee or other ► i f B. Nothing in this paragraph 12.06 bars a change in representative of such public body, CONTRACTOR shall „ t Contract Price pursuant to this Article 12 to compensate assume full responsibility for arranging and obtaining such CONTRACTOR due to delay, interference, or disruption inspections, tests, or approvals, pay all costs in connection directly attributable to actions or inactions of OWNER or therewith, and furnish ENGINEER the required certificates anyone for whom OWNER is responsible. of inspection or approval. 7`t D. CONTRACTOR shall be responsible for arranging ` . ARTICLE 13 - TESTS AND INSPECTIONS; and obtaining and shall pay all costs in connection with anyyr CORRECTION, REMOVAL OR ACCEPTANCE OF inspections, tests, or approvals required for OWNER's and ? DEFECTIVE WORK ENGINEER's acceptance prance of materials or equipment to be incorporated rpo in the Work; or acceptance of materials mix � designs, or equipment submitted for approval prior to 13.01 Notice of Defects CONTRACTOR's purchase thereof for incorporation in the 'd,r Work. Such inspections, tests, or approvals shall be A. Prompt notice of all defective Work of which performed by organizations acceptable to OWNER and '• OWNER or ENGINEER has actual knowledge will be given ENGINEER. 00700 34 ;yy, a"^ .wrwww.-.. h...ar iWn mravnw.n, A•dFa4,(��$( y .. jtfy .! tal. o .�Xnx}a �LtCGk1 ��'�+. 1' ;•�' {Fn `, °E` t '.r:. > .t, 4°tj6itS�`�s�� 1 r i j E. If any Work (or the work of others) that is to be the Work shall not give rise to any duty on the part of inspected,tested, or approved is covered by CONTRACTOR OWNER to exercise this right for the benefit of without written concurrence of ENGINEER, it must, if CONTRACTOR,any Subcontractor, any Supplier, any other requested by ENGINEER, be uncovered for observation. individual or entity, or any surety for, or employee or agent 1 of any of them. "1 F. Uncovering Work as provided in paragraph 13.03.E shall be at CONTRACTOR's expense unless CON- 13.06 Correction or Removal of Defective Work TRACTOR has given ENGINEER timely notice of �.� CONTRACTOR's intention to cover the same and ENGI- A. CONTRACTOR shall correct all defective Work, , NEER has not acted with reasonable promptness in response whether or not fabricated, installed, or completed, or, if the ? to such notice. Work has been rejected by ENGINEER, remove it from the Project and replace it with Work that is not defective. 13.04 Uncovering Work CONTRACTOR shall pay all Claims, costs, losses, and damages(including but not limited to all fees and charges ofh A. If any Work is covered contrary to the written engineers, architects, attorneys, and other professionals and request of ENGINEER, it must, if requested by ENGINEER, all court or arbitration or other dispute resolution costs) be uncovered for ENGINEER's observation and replaced at arising out of or relating to such correction or removal i CONTRACTOR's expense. (including but not limited to all costs of repair or replacement of work of others). B. If ENGINEER considers it necessary or advisable that covered Work be observed by ENGINEER or inspected 13.07 Correction Period or tested by others, CONTRACTOR, at ENGINEER's request, shall uncover, expose, or otherwise make available A. If within one year after the date of Substantial for observation, inspection, or testing as ENGINEER may Completion or such longer period of time as may be require, that portion of the Work in question, furnishing all prescribed by Laws or Regulations or by the terms of any necessary labor, material, and equipment. If it is found that applicable special guarantee required by the Contract such Work is defective, CONTRACTOR shall pay all Documents or by any specific provision of the Contract Claims, costs, losses, and damages(including but not limited Documents, any Work is found to be defective, or if the f i to all fees and charges of engineers, architects, attorneys, and repair of any damages to the land or areas made available for other professionals and all court or arbitration or other CONT RACTOR's use by OWNER or permitted by Laws and dispute resolution costs) arising out of or relating to such Regulations as contemplated in paragraph 6.11.A is found to uncovering, exposure, observation, inspection, and testing, be defective, CONTRACTOR shall promptly, without cost UVa and of satisfactory replacement or reconstruction (including to OWNER and in accordance with OWNER's written but not limited to all costs of repair or replacement of work instructions: (i) repair such defective land or areas, or (ii) of others); and OWNER shall be entitled to an appropriate correct such defective Work or, if the defective Work has f i decrease in the Contract Price, If the parties are unable to been rejected by OWNER, remove it from the Project and ! agree as to the amount thereof, OWNER may make a Claim replace it with Work that is not defective, and (iii) satisfac- therefor as provided in paragraph 10.05. If, however, such torily correct or repair or remove and replace any damage to Work is not found to be defective, CONTRACTOR shall be other Work, to the work of others or other land or areas allowed an increase in the Contract Price or an extension of resulting therefrom. If CONTRACTOR does not promptly a the Contract Times(or Milestones), or both, directly attribut- comply with the terms of such instructions, or in an able to such uncovering, exposure, observation, inspection, emergency where delay would cause serious risk of loss or testing, replacement, and reconstruction. If the parties are damage, OWNER may have the defective Work corrected or A'1 unable to agree as to the amount or extent thereof, repaired or may have the rejected Work removed and ? CONTRACTOR may make a Claim therefor as provided in replaced, and all Claims, costs, losses, and damages w paragraph 10.05. (including but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and 13.05 OWNER May Stop the Work all court or arbitration or other dispute resolution costs) I arising out of or relating to such correction or repair or such A. If the Work is defective, or CONTRACTOR fails to removal and replacement (including but not limited to all i � y supply sufficient skilled workers or suitable materials or costs of repair or replacement of work of others)will be paid ' equipment, or fails to perform the Work in such a way that by CONTRACTOR. r r the completed Work will conform to the Contract }, ; Documents, OWNER may order CONTRACTOR to stop the B. In special circumstances where a particular item of f. { Work, or any portion thereof, until the cause for such order equipment is placed in continuous service before Substantial s has been eliminated; however, this right of OWNER to stop Completion of all the Work, the correction period for that " ' 00700 35 �' /°w'+�'{rA.±fi,Y,11PSYtSW:lit6TCd.1W"riJaai,H.✓tr.E454,tt Sz9".G'(r4.,4..i�+,::r.�+a�w.,.o+.__........ .. ••..�.,. ..navy.:x.,.,.a-,..iw••••._... .«,,..a.r..nxs.z', .uu,.nrev.,.....,........,... I ;l t i i i item may start to run from an earlier date if so provided in connection with such corrective and remedial action, {--r the Specifications or by Written Amendment. OWNER may exclude CONTRACTOR from all or part of the Site, take possession of all or part of the Work and ; C. Where defective Work(and damage to other Work suspend CONTRACTOR's services related thereto,' take resulting therefrom) has been corrected or removed and possession of CONTRACTOR's tools, appliances, con- ' replaced under this paragraph 13.07, the correction period struction equipment and machinery at the Site, and incorpo- -� hereunder with respect to such Work will be extended for an rate in the Work all materials and equipment stored at the additional period of one year afar such correction or removal Site or for which OWNER has paid CONTRACTOR but and replacement has been satisfactorily completed. which are stored elsewhere. CONTRACTOR shall allow nP OWNER, OWNER's representatives, agents and employees, D. CONTRACTOR's obligations under this paragraph OWNER's other contractors, and ENGINEER and 13.07 are in addition to any ,other obligation or warranty. ENGINEER's Consultants access to the Site to enable The provisions of this paragraph 13.07 shall not be construed OWNER w exercise the rights and remedies under this as a substitute for or a waiver of the provisions of any paragraph. applicable statute of limitation or repose. C. All Claims, costs, losses, and damages (including E 13.08 Acceptance of Defective Work but not limited to all fees and charges of engineers, architects, attorneys, and other professionals and all court or fA. If, instead of requiring correction or removal and arbitration or other dispute resolution costs) incurred or replacement of defective Work, OWNER (and, prior to sustained by OWNER.in exercising the rights and remedies ENGINEER's recommendation of final payment, under this paragraph 13,09 will be charged against CON- , ' ENGINEER) prefers to accept it, OWNER may do so. TRACTOR, and a Change Order will be issued incorporating CONTRACTOR shall pay all Claims, costs, losses, and the necessary revisions in the Contract Documents with ! ! damages (including but not limited to all fees and charges of respect to the Work, and OWNER shall be entitled to an engineers, architects, attorneys, and other professionals and appropriate decrease in the Contract Price. If the parties are i71 all court or arbitration or other dispute resolution costs) unable to agree as to the amount of the adjustment, OWNER j attributable to OWNER's evaluation of and determination to may make a Claim therefor as provided in paragraph 10.05. + accept such defective Work (such costs to be approved by Such claims, costs, losses and damages will include but not ' • ENGINEER as to reasonableness)and the diminished value be limited to all costs of repair, or replacement of work c, Y^, � of the Work to the extent not otherwise paid by others destroyed or damaged by correction, removal, or CONTRACTOR pursuant to this sentence. If any such replacement of CONTRACTOR's defective Work. j acceptance occurs prior to ENGINEER's recommendation of final payment, a Change Order will be issued incorporating D. CONTRACTOR shall not be allowed an extension the necessary revisions in the Contract Documents with of the Contract Times (or Milestones) because of any delay respect to the Work, and OWNER shall be entitled to an in the performance of the Work attributable to the exercise by appropriate decrease in the Contract Price, reflecting the OWNER of OWNER's rights and remedies under this diminished value of Work so accepted. If the parties are paragraph 13.09. unable to agree as to the amount thereof, OWNER may make " j a Claim therefor as provided in paragraph 10.05. If the acceptance occurs after such recommendation, an appropriate ARTICLE 14 - PAYMENTS TO CONTRACTOR AND j amount will be paid by CONTRACTOR to OWNER. COMPLETION i 13.09 OWNER May Correct Defective Work + 14.01 Schedule of Values A. If CONTRACTOR fails within a reasonable time after written notice from ENGINEER to correct defective A. The schedule of values established as provided in I �i Work or to remove and replace rejected Work as required by paragraph 2.07.A will serve as the basis for progress ENGINEER in accordance with paragraph 13.06.A, or if payments and will be incorporated into a form of Application CONTRACTOR fails to perform the Work in accordance for Payment acceptable to ENGINEER. Pro ess a ents with the Contract Documents, or if CONTRACTOR fails to on account of Unit Price Work will be based nn the number comply with any other provision of the Contract Documents, of units completed. ;`�a , OWNER may, after seven days written notice to CONTRACTOR, correct and remedy any such deficiency. B. In exercising the rights and remedies under this paragraph, OWNER shall proceed expeditiously. In 00700 36 �� °.,. wursw..+,. .... ..._.__....,...nrv}<+;.ass:,5�.r:ix.yt.w.,....,,.,...... .,................... , x,,....a.v,,,.wr — .... ...,•..te - .rr..r+.a�' «-....r _.._.. -r—..........,hp, "L T r .ua.r.,.:it, r.r•4...,n ....,.<.r........ .... .. ...... ...,. . ,: >. .. .v. -n.:,r.. 14.02 Progress Payments a. the Work has progressed to the point indicated; i A. Applications for Payments b. the quality of the Work is generally in ! 1. At least 20 days before the date established for accordance with the Contract Documents(subject to ; each progress payment (but not more often than once a an evaluation of the Work as a functioning whole month), CONTRACTOR shall submit to ENGINEER prior to or upon Substantial Completion, to the for review an Application for Payment filled out and results of any subsequent tests called for in the ! signed by CONTRACTOR covering the Work Contract Documents, to a final determination of completed as of the date of the Application and quantities and classifications for Unit Price Work accompanied by such supporting documentation as is under paragraph 9.08, and to any other : required by the Contract Documents. If payment is qualifications stated in the recommendation); and f' requested on the basis of materials and equipment not incorporated in the Work but delivered and suitably c. the conditions precedent to ,,;. ;. rpo Y P stored at the Site or at another location agreed to in CONTRACTOR's being entitled to such payment writing, the Application for Payment shall also be appear to have been fulfilled in so far as it is '. accompanied by a bill of sale, invoice, or other docu- ENGINEER's responsibility to.observe the Work. ! mentation warranting that OWNER has received the i materials and equipment free and clear of all Liens and 3. By recommending any such payment ENGI- evidence that the materials and equipment are covered NEER will not thereby be deemed to have represented by appropriate property insurance or other arrangements that: (i) inspections made to check the quality or the ! to protect OWNER's interest therein, all of which must quantity of the Work as it has been performed have been " ! M be satisfactory to OWNER. exhaustive, extended to every aspect of the Work in ! progress, or involved detailed inspections of the Work 2. Beginning with the second Application for beyond the responsibilities specifically assigned to Payment, each Application shall include an affidavit of ENGINEER in the Contract Documents; or (ii) that CONTRACTOR stating that all previous progress there may not be other matters or issues between the payments received on account of the Work have been parties that might entitle CONTRACTOR to be paid applied on account to discharge CONTRACTOR's additionally by OWNER or entitle OWNER to withhold legitimate obligations associated with prior Applications payment to CONTRACTOR. for Payment. 4. Neither ENGINEER's review of ' 3. The amount of retainage with respect to pro- CONTRACTOR's Work for the purposes of recom- gress payments will be as stipulated in the Agreement. mending payments nor ENGINEER's recommendation i of any payment, including final payment, will impose :;t'..•;.:.<'a;±'.:.', B. Review of Applications responsibility on ENGINEER to supervise, direct, or control the Work or for the means, methods, techniques, ` F 1. ENGINEER will, within 10 days after receipt of sequences, or procedures of construction, or the safety { each Application for Payment, either indicate in writing precautions and programs incident thereto, or for CON- ~' a recommendation of payment and present the TRACTOR's failure to comply with Laws and Regu- Application to OWNER or return the Application to lations applicable to CONTRACTOR's performance of � ""`1 CONTRACTOR indicating in writing ENGINEER's the Work. Additionally, said review or recommendation ti reasons for refusing to recommend payment. In the will not impose responsibility on ENGINEER to make latter case, CONTRACTOR may make the necessary any examination to ascertain how or for what purposes corrections and resubmit the Application. CONTRACTOR has used the moneys paid on account of `i the Contract Price, or to determine that title to any of 2. ENGINEER's recommendation of any payment the Work, materials, or equipment has passed to requested in an Application for Payment will constitute OWNER free and clear of any Liens. Y a representation by ENGINEER to OWNER, based on W' ENGINEER's observations on the Site of the executed 5. ENGINEER may refuse to recommend the Work as an experienced and qualified design profession- whole or any part of any payment if, in ENGINEER's u al and on ENGINEER's review of the Application for opinion, it would be incorrect to make the represents- ,.;`` ,1 Payment and the accompanying data and schedules, that tions to OWNER referred to in paragraph 14.02.B.2. to the best of ENGINEER's knowledge, information and ENGINEER may also refuse to recommend any such belief: payment or, because of subsequently discovered evidence or die results of subsequent inspections or tests, 00700 37 !`: +w�w'�•Iff��WFV;VWritlltY,Y�.f��W]!r?i7rt'7:A 4114SP.rRSIS�S /'i..(A.'ONA}vv, ... •••+..... nn ubv.M anAY^'. "' """" •.^Ml+i4,+i%UR� - . t • revise or revoke any such payment recommendation OWNER shall promptly a CONTRACTOR the previously made w such extent as be P Y P Y i P Y may necessary in amount so withheld, or any adjustment thereto agreed to r ENGINEER's opinion to protect OWNER from loss by OWNER and CONTRACTOR, when CONTRAC- because: TOR corrects to OWNER's satisfaction the.reasons for ! such action. - a. the Work is defective, or completed Work has been damaged, requiring correction or replace- 3. If it is subsequently determined that OWNER's 4J j ment; refusal of payment was not justified, the amount l wrongfully withheld shall be treated as an amount due as b. the Contract Price has been reduced by determined by paragraph 14.02.C.1. Written Amendment or Change Orders; 14.03 COA RACTOR Is Warranty of 77de c. OWNER has been required to correct t defective Work or complete Work in accordance A. CONTRACTOR warrants and guarantees that title �; ' with paragraph 13.09; or to all Work, materials, and equipment covered by any Applicatim for Payment, whether incorporated in the Project `. d. ENGINEER has actual knowledge of the or not, will pass to OWNER no later than the time of occurrence of any of the events enumerated in para- payment free and clear of all Liens. i graph 15.02.A. I 14.04 Substantial Completion C. Payment Becomes Due A. When CONTRACTOR considers the entire Work 1. Ten days after presentation of the Application ready for its intended use CONTRACTOR shall notify for Payment to OWNER with ENGINEER's recom- OWNER and ENGINEER in writing that the entire Work is r mendation, the amount recommended will subject to the substantial) complete(except for items specifically listed b " provisions of paragraph 14.02.D)become due, and when CONTRACTOR as incomplete)and request that ENGINEER ' due will be paid by OWNER to CONTRACTOR. issue a certificate of Substantial Completion. Promptly thereafter, OWNER, CONTRACTOR, and ENGINEER Fi s D. Reduction in Payment shall make an inspection of the Work to determine the status r ' ! of completion. If ENGINEER does not consider the Work :.:) I. OWNER may refuse to make payment of the substantially complete, ENGINEER will notify full amount recommended by ENGINEER because: CONTRACTOR 4: .y in writing giving the reason., therefor. If ENGINEER considers the Work substantially complete, '. a. claims have been made against OWNER on ENGINEER will prepare and deliver to OWNER a tentative a ' J account of CONTRACTOR's performance or fur- certificate of Substantial Completion which sball fix the date ! nishing of the Work; of Substantial Completion. There shall be attached to the certificate a tentative list of items to be completed or b. Liens have been filed in connection with the corrected before final payment. OWNER shall have seven Work, except where CONTRACTOR has delivered days after receipt of the tentative certificate during which to a specific Bond satisfactory to OWNER to secure make written objection to ENGINEER as to any provisions the satisfaction and discharge of such Liens; of the certificate or attached list. If, after considering such objections, ENGINEER concludes that the Work is not c, there are other items entitling OWNER to substantially complete ENGINEER will within 14 days afar ` a set-off against the amount recommended; or submission of the tentative certificate to OWNER notify v CONTRACTOR in writing, stating the reasons therefor. If, "{�`��•y.'a��r;`'"`:•.•°' d. OWNER has actual knowledge of the occur- after consideration lion of OWNER's objections, ENGINEER rence of any of the events enumerated in paragraphs considers the Work substantially complete, ENGINEER will t. •• (' 14.02.B.5.a through 14.02.$.5.c or paragraph within said 14 days execute and deliver to OWNER and 15.02.A. CONTRACTOR a definitive certificate of Substantial Completion (with a revised tentative list of items to be 2. If OWNER refuses to make payment of the full completed or corrected) reflecting such changes from the amount recommended by ENGINEER OWNER must tentative certificate as ENGINEER believes justified after ,Iyr,y y "F=fir give CONTRACTOR immediate written notice (with a consideration of any objections from OWNER. At the time copy to ENGI.NEER)stating the reasons for such action of delivery of the tentative certificate of Substantial Comple- and promptly pay CONTRACTOR any amount tion ENGINEER will deliver to OWNER and CONTRAC- remaining after deduction of the amount so withheld. TOR a written recommendation as to division of responsibili- ' 71 00700- 38 ` ; ' �'L .""",r�n"t..�h""'""""' '•*n,...p++xaMwtsa•taFMru>uraa«,.+ , ,rr.rm. �,raesza+Ktraaf4rL•Xrlvuv»s-Ne•n' ^•^""'" - r�^r*-'-.wrr. :x t?3 IN J• 1, i r " r ties pending final payment between OWNER and 2. No occupancy or separate operation of part of CONTRACTOR with respect to security, operation, safety, the Work may occur prior to compliance with the f and protection of the Work, maintenance, heat, utilities, requirements of paragraph 5.10 regarding Property insurance, and warranties and guarantees. Unless OWNER insurance. and CONTRACTOR agree otherwise in writing and so inform ENGINEER in writing prior to ENGINEER's issuing 14.06 Fugal Inspection the definitive certificate of Substantial Completion, ENGINEER's aforesaid recommendation will be binding on A. Upon written notice from CONTRACTOR that the i OWNER and CONTRACTOR until final payment. entire Work or an agreed portion thereof is complete, ENGINEER will promptly make a final inspection with --i B. OWNER shall have the right to exclude OWNER and CONTRACTOR and will notify CON- CONTRACTOR from the Site after the date of Substantial TRACTOR in writing of all particulars in which this Completion, but OWNER shall allow CONTRACTOR inspection reveals that the Work is incomplete or defective. , ..: . reasonable access to complete or correct items on the CONTRACTOR shall immediately take such measures as are tentative list. necessary to complete such Work or remedy such ? '' deficiencies. 14.05 Partial Utilization 14.07 Final Payment A. Use by OWNER at OWNER's option of any substantially completed part of the Work which has A. Application for Payment specifically been identified in the Contract Documents, or 1 which OWNER, ENGINEER, and CONTRACTOR b,,, agree 1. After CONTRACTOR has, in the opinion of constitutes a separately functioning and usable part of the ENGINEER, satisfactorily completed all corrections Work that can be used by OWNER for its intended purpose identified during the final inspection and has delivered, without significant interference with CONTRACTOR's in accordance with the Contract Documents, all main- ral performance of the remainder of the Work, may be tenance and operating instructions, schedules, guaran- accomplished prior to Substantial Completion of all the Work tees, Bonds, certificates or other evidence of insurance subject to the following conditions. certificates of inspection, marked-up record documents nrc,^nc� (as provided in paragraph 6.12), and other documents, 1 1. OWNER at any time may request CON- CONTRACTOR may make application for final } TRACTOR in writing to permit OWNER to use any payment following the procedure for progress payments. such part of the Work which OWNER believes to be ready for its intended use and substantially complete. If 2. The final Application for Payment shall be CONTRACTOR agrees that such part of the Work is accompanied(except as previously delivered)by: (i)all substantially complete, CONTRACTOR will certify to documentation called for in the Contract Documents, OWNER and ENGINEER that such part of the Work is including but not limited to the evidence of insurance substantially complete and request ENGINEER to issue required by subparagraph 5.04.13.7; (ii) consent of the i a certificate of Substantial Completion for that part of surety, if any, to final payment; and (iii)complete and "•;' :.`', the Work. CONTRACTOR at any time may notify legally effective releases or waivers (satisfactory to OWNER and ENGINEER in writing that OWNER)of all Lien rights arising out of or Liens filed CONTRACTOR considers any such pan of the Work in connection with the Work. ready for its intended use and substantially complete and _.- request ENGINEER to issue a certificate of Substantial 3. In lieu of the releases or waivers of Liens Completion for that part of the Work. Within a specified in paragraph 14.07.A.2 and as approved by reasonable time after either such request, OWNER, OWNER, CONTRACTOR may furnish receipts or r CONTRACTOR, and ENGINEER shall make an releases in full and an affidavit of CONTRACTOR that: inspection of that pan of the Work to determine its status (i) the releases and receipts include all labor, services, ' of completion. If ENGINEER does not consider that material, and equipment for which a Lien could be filed; part of the Work to be substantially complete, and (ii) all payrolls, material and equipment bills, and ENGINEER will notify OWNER and CONTRACTOR other indebtedness connected with the Work for which in writing giving the reasons therefor. If ENGINEER OWNER or OWNER's property might in any way be - considers that part of the Work to be substantially responsible have been paid or otherwise satisfied. If any complete, the provisions of paragraph 14.04 will apply Subcontractor or Supplier fails to furnish such a release s with respect to certification of Substantial Completion of or receipt in full CONTRACTOR may furnish a Bond that pan of the Work and the division of responsibility or other collateral satisfactory to OWNER to indemnify in respect thereof and access thereto. OWNER against any Lien. `;;•,_ „ 00700 - 39 !; fi'•'S'A�AttJ�:F�.wXNi*:{irrt:+^tWrr.KJ.e-"�:i'�Sr;.1Y.c:'N:t kr2k J}fi':d,'!:':r�".w.v.«,.-... .. ._ .............w.r,. ..w:.... n,,.. -' --......,....r,. .._.. � }t (.' ,S� • ,+.I.r ,j+'M r !aMeM:7!tk li'47trY.MMty ^ 7 B. Review of Application and Acceptance 1. a waiver of all Claims by OWNER against CONTRACTOR, except Claims arising from unsettled 1. If, on the basis of ENGINEER's observation of Liens, from defective Work appearing after final the Work during construction and final inspection, and inspection pursuant to paragraph 14.06, from failure to J ENGINEER's review of the final Application for comply with the Contract Documents or the terms of any ~ . Payment and accompanying documentation as required special guarantees specified therein, or from by the Contract Documents, ENGINEER is satisfied that CONTRACTOR's condtoong obligations under the the Work has been completed and CONTRACTOR's Contract Documents; and i other obligations under the Contract Documents have been fulfilled, ENGINEER will, within ten days after 2. a waiver of all Claims by CONTRACTOR receipt of the final Application for Payment, indicate in against OWNER other than those previously made in writing ENGINEER's recommendation of payment and writing which are still unsettled. resent the Application for Payment to OWNER for pay- went. At the same time ENGINEER will also give written notice to OWNER and CONTRACTOR that the ARTICLE 15- SUSPENSION OF WORK AND t1r,' Work is acceptable subject to the provisions of TERMINATION paragraph 14.09. Otherwise, ENGINEER will return the Application for Payment to CONTRACTOR, indicating in writing the reasons for refusing to 15.01 OWNER May Suspend Work recommend final payment, in which case CON- TRACTOR shall make the necessary corrections and A. At any time and without cause, OWNER may resubmit the Application for Payment. suspend the Work or any portion thereof for a period of not >, more than 90 consecutive days by notice in writing to CON- -a C. Payment Becomes Due TRACTOR and ENGINEER which will fix the date on which Work will be resumed. CONTRACTOR shall resume the 1. Thirty days after the presentation to OWNER of Work on the date so fixed. CONTRACTOR shall be allowed L i the Application for Payment and accompanying docu- an adjustment in the Contract Price or an extension of the mentation, the amount recommended by ENGINEER Contract Times, or both, directly attributable to any such will become due and, when due, will be paid by OWN- suspension if CONTRACTOR makes a Claim therefor as ER to CONTRACTOR. provided in paragraph 10.05. 14.08 Final Completion Delayed 15.02 OWNER May Terminate for Cause r t A. If, through no fault of CONTRACTOR, final A. The occurrence of any one or more of the following completion of the Work is significantly delayed, and if events will justify termination for cause: ENGINEER so confirms, OWNER shall, upon receipt of CONTRACTOR's final Application for Payment and 1. CONTRACTOR's persistent failure to perform �;,;�'_`. `�`,;;+';�'„,'. recommendation of ENGINEER, and without terminating the. the Work in accordance with the Contract Documents .{ Agreement,make payment of the balance due for that portion (including, but not limited to, failure to supply sufficient ,.: of the Work full completed and accepted. If the remainmi skilled workers or suitable materials or equipment or Y P P g balance to be held by OWNER for Work not fully completed failure to adhere to the progress schedule established or corrected is less than the retainage stipulated in the under paragraph 2.07 as adjusted from time to time Agreement, and if Bonds have been furnished as required in pursuant to paragraph 6.04); paragraph 5.01, the written consent of the surety to the payment of the balance due for that portion of the Work fully 2. CONTRACTOR's disregard of Laws or completed and accepted shall be submitted by CON- Regulations of any public body having jurisdiction; 11 LJ TRACTOR to ENGINEER with the Application for such payment. Such payment shall be made tinder the terms and 3. CONTRACTOR's disregard of the authority of conditions governing final payment, except that it shall not ENGINEER• or constitute a waiver of Claims. 4. CONTRACTOR's violation in any substantial {f#,tr4,7fthrt ;'1:: 14.09 Waiver of Claims way of any provisions of the Contract Documents. A. The making and acceptance of final payment will B. If one or more of the events identified in paragraph4`' ~ constitute: 15.02.A occur, OWNER may, after giving CONTRACTOR ' ,�♦^ c;:.,;: j (and the surety, if any) seven days written notice, terminate ,.l;�y,,' 00700 40a` s kN(lyY��yy`µ`;p4j iii,i 1 .�w..r^^.!YIYNMxu%M.n.s• ..... .. .. .... --..,..,.r.aFaA>S'<FUb .•_ r...+., t a p °h}rr 71 t l r. 'i. 77 the services of CONTRACTOR, exclude CONTRACTOR engineers, architects, attorneys, and other professionals from the Site, and take possession of the Work and of all and all court or arbitration or other dispute resolution CONTRACTOR's tools, appliances, construction equipment, costs) incurred in settlement of terminated contracts i #•..,:., and machinery at the Site, and use the same to the full extent with Subcontractors, Suppliers, and others; and they could be used by CONTRACTOR (without liability to CONTRACTOR for trespass or conversion), incorporate in 4. for reasonable expenses directly attributable to the Work all materials and equipment stored at the Site or for termination. which OWNER has paid CONTRACTOR but which are �.rN. stored elsewhere,and finish the Work as OWNER may deem B. CONTRACTOR shall not be paid on account of loss expedient. In such case, CONTRACTOR shall not be of anticipated profits or revenue or other economic loss entitled to receive any further payment until the Work is arising out of or resulting from such termination. finished. If the unpaid balance of the Contract Price exceeds C• ` ; ' all claims, costs, losses, and damages (including but not 15.04 CONTRACTOR May Stop Work or Terminate limited to all fees and charges of engineers, architects, �.w.,. .. .'yes attorneys, and other professionals and all court or arbitration A. If, through no act or fault of CONTRACTOR, the irA or other dispute resolution costs) sustained by OWNER Work is suspended for more than 90 consecutive days by arising out of or relaiing to completing the Work, such excess OWNER or under an order of court or other public authority. will be paid to CONTRACTOR. If such claims, costs, or ENGINEER fails to act on any Application for Payment losses, and damages exceed such unpaid balance, within 30 days after it is submitted, or OWNER fails for 30 CONTRACTOR shall pay the difference to OWNER. Such days to pay CONTRACTOR any sum finally determined to claims, costs, losses, and damages incurred by OWNER will be due, then CONTRACTOR may, upon seven days written i- be reviewed by ENGINEER as to their reasonableness and, notice to OWNER and ENGINEER, and provided OWNER when so approved by ENGINEER, incorporated in a Change or ENGINEER do not remedy such suspension or failure ! . I� Order. When exercising any rights or remedies under this within that time, terminate the Contract and recover from paragraph OWNER shall not be required to obtain the lowest OWNER payment on the same terms as provided in price for the Work performed. paragraph 15.03. In lieu of terminating the Contract and without prejudice to any other right or remedy, if ENGI- C. Where CONTRACTOR's services have been so NEER has failed to act on an Application for Payment within terminated by OWNER, the termination will not affect any 30 days after it is submitted, or OWNER has failed for 30 rights or remedies of OWNER against CONTRACTOR then days to pay CONTRACTOR any sum finally determined to existing or which may thereafter accrue. Any retention or be due, CONTRACTOR may, seven days after written notice payment of moneys due CONTRACTOR by OWNER will to OWNER and ENGINEER, stop the Work until payment not release CONTRACTOR from liability. is made of all such amounts due CONTRACTOR, including i interest thereon. The provisions of this paragraph 15.04 are 15.03 OWNER May Terminate For Convenience not intended to preclude CONTRACTOR from making a Claim under paragraph 10.05 for an adjustment in Contract A. Upon seven days written notice to CONTRACTOR Price or Contract Times or otherwise for expenses or damage =,` and ENGINEER, OWNER may, without cause and without directly attributable to CONTRACTOR's stopping the Work ` prejudice to any other right or remedy of OWNER, elect to as permitted by this paragraph. terminate the Contract. In such case, CONTRACTOR shall I R be paid (without duplication of any items): ARTICLE 16- DISPUTE RESOLUTION 1. for completed and acceptable Work executed in ' accordance with the Contract Documents prior to the effective date of termination, including fair and 16.01 Methods and Procedures f reasonable sums for overhead and profit on such Work; A. Dispute resolution methods and procedures, if any, 2. for expenses sustained prior to the effective date shall be as set forth in the Supplementary Conditions. If no : • ;`. of termination in performing services and furnishing method and procedure has been set forth, and subject to the - labor, materials, or equipment as re required b the provisions of paragraphs 9.09 and 10.05, OWNER and 9 Y P Contract Documents in connection with uncompleted CONTRACTOR may exercise such rights or remedies as Work, plus fair and reasonable sums for overhead and either may otherwise have under the Contract Documents or P rofit on such expenses-, by Laws or Regulations in respect of any dispute. G . . 3. for all claims, costs, losses, and damages ,,i;,,;'•�;r,� (including but not limited to all fees and charges of 00700 -41 F r�r r. ?-",�'!�7dlRY.�X'i1�4,4b)r�+t'RiYYF'i!Np,`L.G7'.�G�.1+A•iG�N�4t-aviV:,'W�'-��tpSY;;tY'ivT:KSn,3wvv .. rcrvnkea.,.,..•.•..._�_... . z,rirs e7veWRw4.Hi7!^.+>uqu «n.^.-..^ � 1 .r� i„:;A' �us` :S•`�f.p�,} '",r�y"'a�� '.}}.,'. tab, sr(' at,S.�i t� r) t ir. +.1 ,7 v ,T t t,k �c. x�§r'!-T„aN` :G, �•. {,3 �;5r2;sS°:+ �tYn ''P`�'...t :'>r��•"J r'Y' .,�r 3.�x,�•" ;.x sjtkv2 ,�,, , 17 ,:•n e �S' .`�t � ..2;dt �;l*.l,Y''<,yl e `xrtr^T.'`.1„�l't' �,1a5 tiK fit.;.: ,.�J•, �r3(,,..,r .:`,y�°<�;n`T 73t:5�" ;t}+ a �i r , s �: s �;s,.t � r a. -+3,t fir„ w t+t i:; "��Yi#'y�r '�j�r�,- ''rlr,. ::,, �, .''�,Z,,.1n ,� )' t. �•['`..; i. :t ,e ,+t .,y. ..,i,,..�.`.k,1�;..3(s,�.,r,..g-^1„,.��*•`:�r�'J'(�� ,��t�'+fry {t.,,:�tt`4s� ;t: �yw",'�3f•;5; r i izM. '1 �x.>3t�x + C .`•1 � r r S' ,"r�„ N.,r 7 � 1. .�k I �.y N.Y1,• S'3c,t,S7a .';{:,'v+� 'G';�t '•fj`”. •'fr:`•� ,4r,4',y.Y.`',f �+�;�t i t` tt r. 2; .•, + r 1';+,.a,,.,,:ry irgg.�:.ayty',4s�; � rt .h.,{ t..az4it};?vt�,. r .'J x° '13 T,t4y �, r .2 + z. rt +r, r ! �.Y< 'i ��`�'r- 4 fit .� �h��•''','d �'r"'+�t`'t�'• i.x�� t tv ft t�' s i 7r t<% ! �t'� � , a" s j,j.: s ;�.$;+1 ,L 1 .r!" ) t �'t} )Y��j...,'3v-� 1*s,7x,*'iY"�yr�, t�2`• tl �R{•, �K`ii:,t'.f• ^S,•,S4xltr.,.l,fi%i'; Y'vr a( ./ ) 1 2 .>• .F. � r .3 i.1 3} !.r,i'�?t f3 y t�.y(,�itt`,,"lsly'�ffid':'ri�J �"' .tl�St s..M,dt'.:�-i V�, .4 :ft�(�1S V„ is"� f S:'T T '.t t )1. 11 ,i'1,� .F..�.t•}t,�l�f�,yr',",Yy �. rrs;e } - 'i ��,�,,,, f..,.,�� t.,k4.''},t Jt. :'s.s s': :�r.:t;• >c. T'F + .2'. t; .,tv, :rr x ? '7;]� � ./ys� t' �,-",tk-i� ': 5r• .«t.t. i.Y:..i`D S5:..'7,j..�71 "�` ( "fj t Y '� ; i t 1. `.r;" kJ ,:t��' Jn` 4.'i ��b tti?'�t�,r' r :�i Fta4 iii r'•_{� "t.•q. �.ti tt '.t 24: , r ". r..F 's 1' .fir.z itt� 'tics-r�k.!r .S^�'S`�� },,.`, ;. :t�,,+:a 'r t:. _;,,., tt ,r` � t .t ..•'1, .{..' ..! r, 1 i :t;<.;?+; }t..r.�.i sit t '�.:n ni%;:i,. 2'"�.�}n. "*�Sy`.. 1 r,ts• ;�{;•LS' .,..�.iu.uW4..........:ra..li.m/FN+k+la't�Dj•c�'tIRhMS�EA..m,•RRiknft_ron v+a t.., , .U.uwtivwi^'.ANM!'Y.r��'. l't'1�E�YC'f.l>.MMMNa+n.ww...,tai.,:..Id ..ti....k;i+-}3..,r,.,awds<" 1��'� {Y t��i 't`S' �k s 1 rtj't. j ARTICLE 17 -MISCELLANEOUS � T1g 11 .Slit ++4�`4g�i 17.01 Giving Notice A. Whenever any provision of the Contract Documents requires the giving of written notice, it will be deemed to have been validly given if delivered in person to the :j individual or to a member of the firm or to an officer of the `' -1"""Q U, ' icorporation for whom it is intended, or if delivered at or sent '`' by registered or certified mail, postage prepaid to the last business address known to the giver of the notice. ,r 17.02 Computation of Times l • h t; A. When any period of time is referred to in the :?'`,=rifrs°4:°I�;"` Contract Documents by days, it will be computed to exclude i the first and include the last day of such period. If the last '" ?}`'` day of any such period falls on a Saturday or Sunday or on a day made a legal holiday by the law of the applicable jurisdiction, such day will be omitted from the computation. 7�,.:i 'd'yEi'y�wc•' t'T;`Jl''3'"'r;%.,;: 17.03 Cumulative Remedies A. The duties and obligations imposed by these General '' Conditions and the rights and remedies available hereunder to the parties hereto are in addition to, and are not to be p u •tr f::,4 a' construed in any way as a.limitation of any rights and remedies available to any or all of them which are otherwise �r; ' imposed or available by Laws or Regulations, by special "� Yj�'.• v 1 warranty or guarantee, or by other provisions of the Contract t ��Y�A:f�t�;:f'1 '+ Documents, and the provisions of this paragraph will be as sy's ,x r VS. effective as if repeated specifically in the Contract "�ef�MJ Documents in connection with each particular duty, `i ;' { ' obligation, right and remedy to which they apply. 17.04 Survival of Obligations ; n•' ��a SSjyyjj A. All representations, indemnifications, warranties, ` 1 and guarantees made in, required by, or given in accordance + 1��7w•�fi�' with the Contract Documents as well as all continuing {h obligations indicated in the Contract Documents, will survive final payment, completion, and acceptance of the Work or termination or completion of the Agreement. FIN 17.05 Controlling Law ` Af A. This Contract is to be governed by the law of the state in which the Project is located. �� Y�'' � �• t S is Ff 00700 42 xyr. 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L.r`i'•o h• 35 +Ma.. �G,M1 ++��s ,-Y, ,• ,tl fir`' t.��$.,�` .�c'� ;fx� S�*•• •7'y '1£ 'Ylxfj ,N• t.f' :Y•" ''C4 �l. ,J t. t ,a'. ,sa. ,,i;i'r`'. w,.a ,.a'tr, s .•.i'm`��•�. +r^ •��` �+.'��,. 's`t�,f� .,,, ,,{.�',,a•r .nr t., j , ,.�21 +i:d�k.t .F.s.,� -h ;y '1 vf 'i',li",,t r:.t t,r..r,, '•c•:ht , ,:>x,.,rxF;4,...;�.lZrr.�•sq�;L �3.'}r`s�w ��•c, ';�t r' .}d%' 1�:9 r�,•'.• �:'�r rte .yy4'..ti'' t,; ri Y..Vis tr��C12.• , ti. )J. .,�t•.7'?... ,G,..t�;..1 coXzy.S`�,rrt,A r,py •':t;•., ,} 1S n,,�j !s#..r �. $!r�'f'r i•.i:44..4' ,,,.j k... ,y!j�^f�i��C .v '�,.: 4 �•..,,. x". l •' �s r.{" �.'. + 4 ,r r i'n �.1'+ tail. 'F:�LI r.� c '�� , 't ,. �{ : si r: attt t `,�t%:t�t�s•Y.,4wE� ';��a �,^'�•;�';s'�'� ...�+tiwla rxv:+v-jrtwh'e.x+mr�c..,naa,N........ .,............... .•<..... ... ..... ....,.-.,•.. ,. ,. a,a n t>ns•r „ t'fr , i i t WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI �. DOCUMENT 00800—SUPPLEMENTARY CONDITIONS i � r These Supplementary Conditions amend or supplement the Standard General Conditions of the Construction Contract(No. 1910-8, 1996 Edition)and other provisions of the Contract Documents f' l as indicated below. All provisions which are not so amended or supplemented remain in full force and effect. 1 'Ile terms used in these Supplementary Conditions will have the meanings indicated in the General Conditions. Additional terms used in these Supplementary Conditions have the meanings indicated below, which are applicable to both the singular and plural thereof. ' SC-4.02 Add the following new paragraph immediately after paragraph 4.02.B: �! J C. In the preparation of the Drawings and Specifications, ENGINEER relied upon the following reports of explorations and tests of subsurface conditions at the Site: .•:. 1. Report dated August 2000, prepared by Sverdrup Civil, Inc., Maryland Heights, Missouri, titled "Geotechnical Investigation Report for Water Pollution Control Facility Improvements, Jefferson City,Missouri."The"technical data"contained in this report upon which CONTRACTOR may rely are the boring methods, boring �► location plan, boring logs, and laboratory test methods and results,all as of the dates made. 2. Report dated November 2000, prepared by Sverdrup Civil,Inc., Maryland Heights, ',;` Missouri, titled "Geotecluiical Investigation Phase II Report for the New Administration Building, the Missouri River Force Main Crossing, and the Walnut Street Pump Station of the Water Pollution Control Facility Improvements,Jefferson City, Missouri." The "technical data" contained in this report upon which CONTRACTOR may rely are the boring methods,boring location plan, boring logs, 1 and laboratory test methods and results, all as of the dates made. rl i re D. In the preparation of the Drawings and Specifications, ENGINEER relied upon the following p g drawings of physical conditions in or relating to existing surface and subsurface structures(except Underground Facilities)which are at or contiguous to the Site: .7 1. Drawings dated February 1968 of the original construction of the Water Pollution t Control Plant, prepared by Horner & Shifrin, Inc., titled "Pollution Abatement Project,"consisting of 77 sheets numbered 1 to 77,inclusive. All of the information " in such drawings constitutes technical data"on which CONTRACTOR m ,'#' •f. ay rely. ., r tj�li ' tt. ;.,,,, ` ,e•,,;.;�, 2. Drawings dated July 1977 of the secondary treatment additions t0 the Water Pollution ` Control P lant, prepared by Horner & Shifrin, Inc., titled "Secondary Treatment — C5-4199-00 00800-1 SUPPLEMENTARY CONDITIONS RO—3/19/01 ;.rZ, ,jh�!k."�}��lkfbt9w'7.�'dJ 'FrK.F ,4�7'k'�,ui�k+1"t-0}'S�wl+k�it�"JdNrx�lwyur.w:-. - ,,,.,»nmr aw,e.rauv«,c.•.« >•-�,-• *ru.rznaaeeNlwrw+rrw •••• r? r' a� s.:. �'�is�rG� i • 4 t .' ,{, 'r t ^J i ,t C� y {, `+S �7 C S iF :, i y!f + S. t,a wjv f) j+c ? ! ft .. '•f t .ft Sa , L 4 �..tf t7J+,ty4�,T7•„ .�Ad4�ri'.5r.nd.,rm-............._...�.:.. ... .. ,.,._.,..., .,_.,.,r..rx•:t.5s't +_ WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI t Water Pollution Control Plant,"consisting of 50 sheets numbered 1 to 50,inclusive. t` Lill All o£ the information in such drawings constitutes "technical data" on which CONTRACTOR may rely. 3. Drawings dated June 1984 of modifications to the Water Pollution Control Plant, . i prepared by Horner & Shifrin, Inc., titled "Water Pollution Control Plant , Modifications- 1984,"consisting of 9 sheets numbered 1 to 9,inclusive. All of thet :; ;3r,•, t;, ' information in such drawings constitutes"technical data"on which CONTRACTOR may rely. j 4. Drawings dated 1997 of the solids processing improvements to the Water Pollutions;!T Control Plant,prepared by Black& Veatch,titled"Water Pollution Control Plant- > 1 9, Solids Processing Improvements," consisting of 69 sheets numbered 1 to 6 ' inclusive. All of the information in such drawings constitutes "technical data" on which CONTRACTOR may rely. E E. Copies of reports and drawings itemized in SC-4.02.0 and SC-4.02.1)that are not included with the Bidding ocuments may be examined at the office of the Director of Public Works r" t g y ! during regular business hours. These reports and drawings are not part of the Contract ' Documents,but the"technical data"contained therein upon which CONTRACTOR may rely as identified and established above are incorporated therein by reference. CONTRACTOR !r'; is not entitled to rely upon other information and data utilized by ENGINEER in the preparation of the Drawings and Specifications. t, I SC-5.04 '1 Add the following paragraph immediately after paragraph 5.04.13: new az �•.; ;.:<< tt,;. h 5.04 of the General Conditions C. The limits of liability for the insurance required by paragraph shall provide coverage for not less than the following amounts or greater where required by , a i Laws and Regulations: ' j 1. Workers' Compensation, and related coverages under paragraphs 5.04.A.1 and A.2 of the General Conditions: a. State: Statutory b. Applicable Federal (e.g. Longshoreman's) Statutory ' Employer's Liability: Statutory C. ,i�r •'t f S3:,G4' , 's .6 of the General 5.04,A.3 through A ysl ` 2. Contractors General Liability under paragraphs �4 Conditions which shall include completed operations and product liability coverages &: ,; and eliminate the exclusion with respect to property under the care, custody, and i4 control of Contractor: $2,000,000 ,.:., a. General Aggregate `�, •F,;,;%:;' C5-4199-00 00800-2 SUPPLEMENTARY CONDITIONS ';' RO 3/19/01 k 1('_ h <tt w�cfa+�-""' .• •-^,+•1Of•a.t'a,7�t�31nK1ttnixRPSC'#iSNC.rNlalrnc+?!+4 "'�.��h !a;.VVJ, {�i ^"*Kl".�M'�•."'�•r- 7" n:'.r.^.{w a.'IwW(yquil7C4J1W3�X , L \4 '• t [ S4.'(' r .y � �t'�1�J��$t•'yry�,tY �` 4 h,h. t r•3, t ..i 3 N} r r .F• 7 )� r t t 1 r.is t;}s,,t}i•.rdlry�� +Nt 1 n �.,��' h'�)j'3\. i", i! 7 '}:t 1.,4c „ r t� 'i� ( t /s t t �r t tf { 11F, '.t Y-7Mf!i C:•vstA:.n`et,��{' •tl)rt '( tt , r;, ,in�+i•y, i t�. .F. ftt tcf,yS1 irr yj i;'f s t. S , � k, s:•. r,: t l}. t l �3��r x .�l�f�t,�� ypl .�i ��f 4 f� ?,�� 3 i Et S t.? �4 t': i , i ..r;.T'J,�':.' rr*4. A;.j•)541�r�/�` L 'J"' 1 r �}t ). t ;' 44. . c ;d.t,r fi}c,) f r1i�l +t¢�; •� �.;}tr,. 'J,) a�. r 7 � .. St �, h f� kdl a�t1 bt �T� W.J�f, a r:f��y✓�.:` t 'rw '�i "PVT ' kC ^!*.}`M a gat .,.k;,t{. ,•9g...1t�.t;. l� � ;,1 {4. .ji 7°; .r t ' "w:'4`}.t':s.i`,�2^,�✓,t:a`Z}"� j`,: x f r t'a.i+ i .. '3.tk �t:}; �� 1 � + ii � 'f t,7 J...0 �!{f ril !�.. .. ,�'4'�ya�rt',�r . j.:•. fy i,e} ?r i .a•,�n ' l t '+ 1 . 3 3' r+ t' iYl ltt ax jlt1'{`� Yi � ��,t's��:. ) �tir i�4SYv1rl�'1mr A.t�dR�lEd.Cit7A'i+tAkH»�ru,,;Mw,i:v re.,.::--..r.:..,. .., . ... :...... ......_. ,:t.yi:.t Fi�c9�r-.,....•rvnrM...rm:ro;,..•„. ......_...,. ..:'..' .. ..;.__,.:...,> row;'Mw'.4itw.Lunen•�,•trs:icjroil�iVizN:t4WiN'�K+ca{hHw�t.rw;m:,.,..:c�.L.1i::=::�'klrti,;��3�.;3t�/�i ��+V WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI ±1 y_ -� b. Products—Completed ". r <� Operations Aggregate $2,000,000 C. Personal and Advertising ' Injury $300,000 per person $2,000,000 per organization a,>, d. Each Occurrence Y (Bodily Injury and Property Damage) $2,000,000 'I e. Property Y Dama a liability insurance will provide Explosion, Collapse, and Underground coverages where applicable. f. Excess or Umbrella Liability 1) General Aggregate $5,000,000 2) Each Occurrence $2,000,000i'`sv'=_''''-'`" 3. Automobile Liability under paragraph 5.04.A.6 of the General Conditions: a. Bodily Injury: fy:' IRA Each person $300,000 Each Accident $2,000,000 b. Property Damage: Each Accident $2,000,000 C. Combined Single Limit of $2,000,000 )„ 4. The Contractual Liability coverage required by paragraph 5.04.B.4 of the General `,"11}.N ! {� Conditions shall provide coverage for not less than the following amounts: a. Bodily Injury: >e, £ yt Each Accident $300,000 Annual Aggregate $2 000 000 ' b. Property Damage: !'r Each Accident $300,000 ,.;y.,; Annual Aggregate $2 000 000 A11'�• Delete paragraph 5.06.A in its entirety and insert the following in its place: RIA LJ A. CONTRACTOR shall purchase and maintain property insurance upon the Work at the Site in the amount of the full replacement cost thereof. This insurance shall: # yki;� . �,` f 1. include the interests of OWNER, CONTRACTOR, Subcontractors, ENGINEER, t t'' ENGINEER's Consultants and an other individuals or entities identified in the lml ,. Y ,� Supplementary Conditions, and the officers, directors,partners,employees, agents, ' fyF` a r �,r!iV9�t7.,U%":4+;. Ity;�°st.�i✓1{y�4�;',M and other consultants and subcontractors of any of them each of whom is deemed to ,�< have an insurable interest and shall be listed as an insured or additional insured; 1 %� ;SV C5-4199-00 00800-3 SUPPLEMENTARY CONDITIONS k RO—3/19/01,'.• �� O.tiA`M'+"' :,..t.•rt} 2. 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WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI 71 2. be written on a Builder's Risk"all-risk'or open peril or special causes of loss policy ' form that shall at least include insurance for physical loss and damage to the Work, ' temporary buildings falsework and materials and equipment in transit and shall insure against at least the following perils or causes of loss: fire,lightning,extended 1 YI coverage, theft, vandalism and malicious mischief, earthquake, collapse, debris removal, demolition occasioned by enforcement of Laws and Regulations, water 4: ,1';f',,.:' 1 damage,and such other perils or causes of loss as may be specifically required by the Supplementary Conditions. 'Y;;, , r:. 3. include expenses incurred in the repair or replacement of any insured property ;,, (including but not limited to fees and charges of engineers and architects); rf. , •, r rs J Y I 4. cover materials and equipment stored at the Site or at another location that was r agreed to in writing by OWNER prior to being incorporated in.the Work,provided that such materials and equipment have been included in an Application for Payment f� q recommended by ENGINEER; and ,s'•itr rA� t i 5. allow for partial utilization of the Work by OWNER; ��.�•�,� ,r sf k r' 1 6. include testing and startup; and 7. be maintained in effect until final payment is made unless otherwise agreed to in `,rte t{tat:iif�`;�x;�•,`. writing by OWNER, CONTRACTOR and ENGINEER with 30 days written notice to each other additional insured to whom a certificate of insurance has been issued. B. CONTRACTOR shall be responsible for any deductible or self-ins �•� cured retention. C. The policies of insurance required to be purchased and maintained by CONTRACTOR in ��,r :,,(�,•; accordance with this paragraph SC-5.06 shall comply with the requirements of paragraph ? xs 5.06.0 of the General Conditions. SC-5.06.B � � t �a . Delete paragraph 5.06.13 in its entirety and insert the following in its place: B. CONTRACTOR shall purchase and maintain such boiler and machinery insurance or additional property insurance as may be required by Laws and Regulations which will include the interests of OWNER CONTRACTOR, Subcontractors, ENGINEER, and ENGINEER's Consultants, each of whom is deemed to have an insurable interest and shall f y\<r be listed as an insured or additional insured. SC-5.06.E �., y Delete paragraph 5.06.E in its entirety. ' C54199-00 00800-4 SUPPLEMENTARY CONDITIONS RO- 3/19/01ri,t iyy ri,91 •d”17 r't•'7• F`a t 1}, ,.f„'^�:,��* ! t5iSA luar u'e'^K. _ 77 14 wra.\.. \ �Kdawn.MM,u»a..,.,.-••t^i 2 .F. „r�{�!`.Jr'; ,+riTx,s.r',ai 1r�q)l>F�>i 3r. pp $ l e at \.Y d r .li. r 1 \a { + 1 >i s Ytt �i41�•' Yid` .,`�. i` L �tyl1".Xc •�� # r t •r 7i £. t 4 r. r , r E 3 r' ..e{�t f \to �1.?� 'V ,`1 �'�`firg,;,�3. ,�. l .ri �Y =r t ., ,.r ! �f r�S t 'rr11('t � rr�Y''G��'�ry",r�, •� 1 a� 1t�,:. yi ry t� Yl ' f .��'`� 4 t• � Ir 14§ '�f i �i ;f r'JN��`r��f��k�f3i ' l, .ti'sr 1 y.i. Y„ �` �•.t ZYq a�� },�`t•• X11 '., , '. ... «. .......•....• i..,rm w.n••4 ..i .nr.,at.awool....1.«....._... WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI wx.1 SC-6.06.8 With the Bid Form, the Major Subcontractors to be used for the work shall be identified and != submitted to Owner. The completed List of Major Subcontractors will become a part of the Contract Documents. SC-9.03 The duties,responsibilities and limitations of authority of the Resident Project Representative are set forth in Exhibit A,attached to these Supplementary Conditions. Additional�.onditions 1. Legal Addresses. The business address of Contractor given in the Bid Form and Contractor's office in the vicinity of the Work are both hereby designated as the places to which all notices, letters, and other communication to Contractor will be mailed or delivered. fore is hereby designated as the place to which all The address of Owner appearing hereinbe notices,letters,and other communication to Owner shall be mailed or delivered. Either party may change his address at any time by an instrument in writing delivered to Engineer and to the other party. 2. Infection by Public Agencies. Authorized representatives of the public agencies, a ` including but not limited to Missouri Department of Natural Resources, Clean Water Commission, and the EIERA, shall have access to the Work wherever it is in preparation or progress. Contractor shall provide proper facilities for such access and inspection. i5;i:•,;;';l t k` 3. Wage Rates. Wages shall be paid to each employee engaged in the Work at a rate not less than the prevailing rate of wages for the particular trade or occupation, as issued by the j .. Department of Labor and Industrial Relations of the State of Missouri. OVA 4. Archaeological Finds. If, during the course of construction, evidence of material of historical or archaeological interest is found, the Contractor shall cease operations affecting the find and shall notify the Owner, who shall notify the Director, Division of Parks & Historical Preservation, P.O. Box 176, Jefferson City, MO 65102,Telephone Number 573 ' 751-2479. No further disturbance of material shall ensue until the Contractor has been notified by the Owner that he may again proceed. In the event that the archaeological examination and related work causes delay in a critical component of the Contractor's work schedule, he shall be entitled to an extension of time to complete the work equal to the number of days that he is thus delayed. The Owner shall retain all right, title, and interest to artifacts which the Owner considers to be of value that are found at the site. 5. Clean Air Act. Contractor shall comply with the Clean Air Act(P. L. 101-549). < END OF DOCUMENT 00800 C5-4199-00 00800-5 SUPPLEMENTARY CONDITIONS RO— 3/19/01 f 1.. I�' .�t. [Titt�St' P3'& Ik'Glk+t'SFa;i,1f3L.Rt ,Gk'iL ' i:#a7`�cs.YP•" ✓+ 77 .... 777'' .r �twym.e+ene+. t.na...+«r»-'.^•^"r-^^-7c-N"*'+ i 1 , y r x r:Sg r ti •1: • n .:.wf+scethNtrft�tiNP:.rrstm.IVn.. ' '. .. _...:......: ..> , :,....., ..... .. . . ..,.....• ..« ..•.,... ..•. , rr..n.lw....,.,. .. ...... .. ; , t 4 i ii. ts4 EXHIBIT A � Duties,Responsibilities and Limitations of Authority of Resident Project Representative (EJCDC No. 1910-1-D) f ENGINEER shall furnish a Resident Project Representative ("RPR"), assistants, and other field staff to assist � ENGINEER in observing progress and quality of the Work. The RPR,assistants,and other field staff may provide full time representation or may provide representation to a lesser degree. �. Through such additional observations of Contractor's work in progress and field checks of materials and equipment by the RPR and assistants,ENGINEER shall endeavor to provide further protection for OWNER against defects and (' `' °-`'' ;.% •.; + deficiencies in the Work. However, ENGINEER shall not,during such visits or as a result of such observations of Contractor's work in progress,supervise, direct,or have control over Contractor's Work nor shall ENGINEER have ! authority over or responsibility for the means,methods,techniques,sequences or procedures selected by Contractor, I for safety precautions and programs incident to the Contractors work in progress, for any failure of Contractor to " comply with Laws and Regulations applicable to Contractor's performing and furnishing the Work,or responsibility of construction for Contractor's failure to furnish and perform the Work in accordance with the Contract Documents. *y ^, In addition,the specific limitations set forth in the ENGINEER's Agreement with the OWNER are applicable. tl ` The duties and responsibilities of the RPR are limited to those of ENGINEER in ENGINEER's agreement with the OWNER and in the Contract Documents,and are further limited and described as follows: r . i,.. A. General 1 RPR is ENGINEER's agent at the Site, will act as directed by and under the supervision of ENGINEER, and will '.`. confer with ENGINEER regarding RPR's actions. RPR's dealings in matters pertaining to the Contractor's work in progress shall in general be with ENGINEER and Contractor,keeping OWNER advised as necessary. RPR's dealings with subcontractors shall only be through or with the full knowledge and approval of Contractor. RPR shall generally communicate with OWNER with the knowledge of and under the direction of ENGINEER. B. Duties and Responsibilities of RPR l 1. Schedules:Review the progress schedule,schedule of Shop Drawing and Sample submittals,and schedule of !,c`:'•;.>,.; ,.' values prepared by Contractor and consult with ENGINEER concerning acceptability. 2. Conferences and Meetings:Attend meetings with Contractor,such as preconstruction conferences,progress meetings,job conferences and other project-related meetings, and prepare and circulate copies of minutes 't thereof, r li 3. Liaison: a. Serve as ENGINEER's liaison with Contractor,working principally through Contractor's superintendent ' and assist in understanding the intent of Contract Documents b. Assist ENGINEER in serving as OWNER's liaison with Contractor when Contractor's operations affect r ! OWNER's on-Site operations. C. Assist in obtaining from OWNER additional details or information,when required for proper execution �•;,'°,.,,3 of the Work. 4. Interpretation of Contract Documents: Report to ENGINEER when clarifications and interpretations of the 6 ,, j Contract Documents are needed and transmit to Contractor clarifications and interpretations as issued by � ENGINEER. < 'J 5. Shop Drawings and Samples: a. Record date of receipt of Samples and approved Shop Drawings. b. Receive Samples which are furnished at the site by Contractor,and notify ENGINEER of availability of Samples for examination. c. Advise ENGINEER and Contractor of the commencement of any portion of the Work requiring a Shop Drawing or Sample submittal for which RPR believes that the submittal has not been approved b ' 4 ' l g p PP Y ' ENGINEER. Pagel of 3 } Mr y k4S'.lKNw, +vuc1�47++1:lPx+YYY+t 1:tAYL't8+r-'w+ _ ""`*<Y+•MMAt'h�4`M•4•�WFw+ 1 t S "T `�/t t . , I • era a! t, �s. '.. - • � .l � ., i�� h f, t i .a4MNbihM1tAJ'.ttl4Yfi4lMn eeran•+r•.xwwe.n.... ..'..... .. .' .-».,.v .a,n:,- ,.., .. '�•4...t• ,,...,.. .•,>< 4t J'� i 1 EXHIBIT A Duties,Responsibilities and Limitations of Authority of Resident Project Representative (EJCDC No. 1910-1-D) { b. Madiicallons: Consider and evaluate Contractor's suggestions for modifications in Drawings or Specifications I and report with RPR's recommendation to ENGINEER. Transmit to Contractor in writing decisions as issued by ENGINEER. 7. Review of Work and Rejection of Defective Work: a. Conduct on-site observations of Contractor's work in progress to assist ENGINEER in determining if the Work is in general proceeding in accordance with the Contract Documents. b. Report to ENGINEER whenever RPR believes that any part of Contractor's work in progress will not j produce a completed Project that conforms generally to the Contract Documents or will prejudice the x7 integrity of the design concept of the completed Project as a functioning whole as indicated in the Contract Documents,or has been damaged,or does not meet the requirements of any inspection,test or approval required to be made;and advise ENGINEER of that part of work in progress that RPR believes should be ?11 R^. �.?F:. corrected or rejected or should be uncovered for observation, or requires special testing, inspection or ;. , •...4:01.,,. approval. 8. Inspections, Tests, and System Startups: M1 a. Consult with ENGINEER in advance of scheduled major inspections, tests, and systems startups of important phases of the Work. bi Verify that tests,equipment and systems startups and operating and maintenance training are conducted in the presence of appropriate OWNER's personnel, and that Contractor maintains adequate records thereof, r• ! c. Observe,record and report to ENGINEER appropriate details relative to the test procedures and systems startups. r J� record the results of these inspections,and report to ENGINEER.d. Accompany visiting inspectors representing public or other agencies having jurisdiction over the Project, :I 9. Records: a. Maintain at the Site orderly files for correspondence,reports of job conferences,reproductions of original . ;'U • . � Contract Documents including all Change Orders, Field Orders, Work Change Directives, Addenda, rol '�•,:� :: . .>. additional Drawings issued subsequent to the execution of the Contract,ENGINEER's clarifications and .•i• ': d: , interpretations of the Contract Documents, progress reports, Shop Drawing and Sample submittals received fi-om and delivered to Contractor,and other Project related documents. b. Prepare a daily report or keep a diary or log book, recording Contractor's hours on the Site, weather �=� ;;- ?; ; .,•,f`. " conditions,data relative to questions of Change Orders,Field Orders,Work Change Directives,or changed conditions, Site visitors,daily activities,decisions,observations in general,and specific observations in more detail as in the case of observing test procedures;and send copies to ENGINEER. i �`wjl�Y c. Record names,addresses and telephone numbers of all Contractors,subcontractors,and major suppliers of materials and equipment. d. Maintain records for use in preparing Project documentation. .+.� e. Upon completion of the Work,furnish original set of all RPR Project documentation to ENGINEER. �r�� ,•'y ��;�';ppr�,•tla/•�;'� �;�tk 1. ri 10. Reports: + a. Furnish to ENGINEER periodic reports as required of progress of the Work and of Contractor's .A compliance with the progress schedule and schedule of Shop Drawing and Sample submittals. '4 7. t'�74{" : s,,:1• b. Draft and recommend to ENGINEER proposed Change Orders, Work Change Directives, and Field Orders, Obtain backup material from Contractor. ? r; C. Furnish to ENGINEER and OWNER copies of all inspection,test,and systems startup reports. z: d. Report immediately to ENGINEER the occurrence of any Site accidents,any Hazardous Environmental f >: Conditions emergencies,or acts of God endangering the Work and ro damaged b fire or otherik g � � property g Y causes. . kt� 111 {� Page 2 of 3 �f o f ..w •« ..r r ^tvurrwnAµ:dN;,17FgW:r•Jxurdt*n».•^ •.-•.-...rw•.n.e,:«,auy+�•aArer+s�tR. mmmM»�*o«^t•^ 'C .t i .« d`t,'iM1��i�11 f r .{�a t :.r " .,' t � t t 4{ ✓' i. 1�!re��•?r{;�yi �} r °•s vt�ii. . t '' t n 1'. f i � {t ,y ' M1 x��`i�'� �� i G t�.{t �i 1 ` t , t '•`t ill�t �� M1 �`• T 4 Jed 4it TA } r M1 P ' f, It IN J`t\ )� y 77' " r Ill �F`�7 •, is 1 '`}+ S � :,," .1 t�•:' it ' '1 c i \ qt rift{rite.. t :.:y. rt t5,.°tl y�, K..• iff y tt ' ' .. . ` ' +r 1 �fl +� .irt ;a't� t4til +r�'7L++,�,.,�,:`11�qq ti{�'t`'.`pt,I(,. t;G 7 e ,i 4„ ,., . . .,,.. .. .., ..,..,,M.H:!*r.+!.•zur•i v.en)r..ae.xrr..:rrfFri««n�,y.,,..«t:.,T.:.' 4.:!...+,.t.''�`;t..`S. ��;�t�'l��ay,�\�t,,. .,�,ti#cacatr XN#(A+�'i,'Cc'N'�hda•#dbi5'tv'4u•m..w,.rr,:.y.,.....o�....._>.... .. . . .. ,..>.._.....,«.•,x rr,,•�, t�.,,,+ .y. ,,� w•.,,,.. . _ ... . +TP�t r°"yt4iF�z t�, ` EXHIBIT A _ Duties,Responsibilities and Limitations of Authority of Resident Project Representative { (EJCDC No. 1410-1-D) t! 11. Payment Requests: Review Applications for Payment with Contractor for compliance with the established procedure for their submission and forward with recommendations to ENGINEER, noting particularly the relationship of the payment requested to the schedule of values,Work completed,and materials and equipment delivered at the Site but not incorporated in the Work. 12. Certylicates, Operation and Maintenance Manuals:During the course of the Work,verify that materials and equipment certificates,operation and maintenance manuals,and other data required by the Specifications to be assembled and furnished by Contractor are applicable to the items actually installed and in accordance with • :; the Contract Documents,and have these documents delivered to ENGINEER for review and forwarding to r' OWNER prior to payment for that part of the Work. 13. Completion: `y,,>4! t>' a. Before ENGINEER issues a Certificate of Substantial Completion,submit to Contractor a list of observed p , k;yY4t'w. items requiring completion or correction. I b. Observe whether Contractor has arranged for inspections required by Laws and Regulations,including us; I but not limited to those to be performed by public agencies having jurisdiction over the Work. ba c. Participate in a final inspection in the company of ENGINEER,OWNER,and Contractor and prepare a final list of items to be completed or corrected. ",-• l�'r}t4J tr d. Observe whether all items on final list have been completed or corrected and make recommendations to r ". 4 ENGINEER concerning acceptance and issuance of the Notice of Acceptability of the Work. `}'°� Y,'r=,,';•:: ' ,} C. Limitations of Authority by RPR Resident Project Representative shall not: ' a 1. Authorize an deviation from the Contract Documents or substitution of materials or equipment(including"or- a h Y e9 P ( g ; equal"items). rho-1�� ,. 2. Exceed limitations of ENGINEER's authority as set forth in the Agreement or the Contract Documents. ,'� "'',5' 4;• ' �{ 3. Undertake an of the responsibilities of Contractor,subcontractors suppliers,or Contractor's superintendent. z " Y P PP � , .�h.r,�•c`;r:, .,. 4. Advise on issue directions relative to or assume control over any aspect of the means methods techniques, ,. sequences or procedures of Contractor's work unless such advice or directions are specifically required by the y' Contract Documents. 5. Advise on issue directions regarding,or assume control over safety P recautions and programs in connection with the activities or operations of OWNER or Contractor. �l. ; "• b. Participate in specialized field or laboratory tests or inspections conducted off-site by others except as specifically authorized by ENGINEER. submittals from anyone other than Contractor. -r.�,.• 6. Accept Shop Drawing or Sample u t•?�`•''r:3;�'[E:�y:'�'`• 7. Authorize OWNER to occupy the Project in whole or in part, SIX, � Jt •1 '�t 4o Y•��fhf*44,'•r'y�iy,q...... i,�ti� !��t t_r 1,• f i 5,.' 'Y•v .. x�,re3 f• {t%�r�$r irk mil} f! . jf 7�f S'Yx�i�2t 'y'• Page 3 of iii ,�, r,' .�lr`.5�.•r +i>q,r`i P F••,lMx '• .Ir !. °^ .47'7'+5t'°,, 'tJt ��j�"..t 7,97777 r... ,,t";•:�.' ,It ;"�yY..'iuetih.�•((;rr`ikr��'4v 'I.i. �tr *,7;. a.t' <'>.:.iii .,,`f' •1`+ .i" :r: S 4 a. '9. S ;u;e'"+ ,7,'•'i S ^, :.6 I..t.. -f. x.''; 1t'. .r ,f,'p _ t. •1r t.:r t, .'�f„;t:' i�•P� +it.r S°,:.b\. .:r,(1 2'„ �1i.r. , •,e'�k•,`• 't•..3 .�,�,+.X c})i'� ::7' r"��C.>, i•�";t?"�'•' !;l:� s .r'. :y >.(,, ,L' .f. ,.,, 'n t t .1 •!+'"+ •ti'..., �St,.• ti.;;`,�,''`,.:S•4!".i.. .��ti;y,t.kF .yr�a ,t r: 1: 'j?,7ti. c ':� t ') +',Y. 2 7. t ri tf i 'C a +• 'v.3 t ,� •;>."t�i);Ag,#i et'a prt ,. � °' . ,F, n•ri.il x^..•,t,. 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'»•::+uSSibre�+isifi7ri+E�aam•SrJ�rn;»'iaKm....,+F,.,.�..,.... ..,,v..> ....s r. ,..:j:._.r�.t::.,u,iii,..aatwrtoFa)rwnrttitr.'w.dr'Nn�h{q� 'x9 ;�„a t ' WATER POLLUTION CONTROL FACILITY ENPANSION .7 v ��. wy h.• CITY OF JEFFERSON, MISSOURIs i' sr DOCUMENT 00820—FEDERAL AND STATE REQUIREMENTS ' 7Sal The following ederal and State Requirements shall forma art of the General Conditions. In the g q p n event of conflict between these Federal and State Requirements and the provisions of the General Conditions,the former shall govern. w Region VII Procedures for Implementation of 40CFR Part 31.36(e) st: yrAs • Certification of Nonsegregated Facilities Notice of Requirements for Affirmative Action to Ensure Equal Employment Opportunity • Standard Federal Equal Employment Opportunity Construction Contract Specifications jw f ■ State Wage Determination ` , t I Dy ': j Tf Pin' d f C5�-4199-00 00820-1 FEDERAL AND RO—3/19/01 . STATE REQUIREMENTS ' '°"�rS°:? �`✓�art ' ar +�S ref s� A . `,d.Y±�JK Dff�ta��3�C F �. r• i, � ~F�IY `,�3;'” 4 C •et� ,;p"' i ti� T�tt4�t , ty 9.�` .�r r?�t i,.; EI i °�,, �'•r�, > � .G•' -,f '.nd•' St•;�"'f r+,'�1 y'hx �r li^ � �'�:`� ,-t;t y..t }o..�, c3:(,,s�?`.t.r'�'r�;�'c-acs µms✓ •><ll 1, ,P•, i',`.G �Ir•��))uu��Ord��f (Q} t� 1„Y. �',F Y y�]$ ,�7�2T{ ;{ 'r�+,t�YS-j��• F `ja i ; •':3, t `f _ � n, '§`�R>,r I�,.a, H}'r 1 7��^; L�'�R�'•'.�j''t 3n.� �u;.y+{7yzE,. !j� '.�'��1:�d"!�ia}'�'y'`� '� F•1 A� �'. S t a r r.M1?f ti`,•'.s,y��A�X N+..�'`�}f„•t°k4`fit��(�;'1.f�^f�,'"'�+'t��t��'•�if+{'G�t:n'�x.7,�,r��r t x e�*t!�."?r°'��;},i�•x•,��v y�s,yi,t v t�y t'?Qi 4��:''<e l'r v��r'Ju Cd�.tt h`l?,��*r.'{�'F;�•r e-'9'`4 q 1 i��,'`,��-7,1�'a 6" ikP;t`�1}t l.p'�r k��e,j a s'4 ttyAu.,?�i�t,-.'.�.1f},�ti�tt r'�`�3ad,i;�,r1 d�,T T S}i a Y7'(rxrS`'t t""'f''t`.��t u�f5 y.2.t;�i<�;.p6 r.'t'��r r�d�."i i:.`C'#f k ni r�C,l�?r.'Y�x?.n`r s'�.3e i'7 b:�hw�tit�'Vt p,'r"�S'','�i,e�.'`U n�•,��,+'SGd'rt``Fa.',,"��,+':`(fi I�a m("{R^.s+'.�'itic��.3 S��x.eTY�•tt•„�;i'�C,_i'Tr'"�3, „��iD.t•,t'��i”.;�p 5"ix4�a j5,.',•N sr1 r, 7•`,t^,.'�' f•{i} ,y �. • .E. 3 f �r.' �#�' tiar� ,{ ^�e:'� '• {,�'� �,,tthW ffF u j.. �",�.-•,,i�` ,"� .�. r:,.. r, p t } }» '�y' .p t � .,l 4ew•�.�.. �F � .•rF .rr lit (�•' +xilk v if..;•��;,{„"�SW�,�,•�;._r .a,��'r.,t�)?:�Si,y.';:7 h,.'�a..f.a:,u ?a,fit'+•-;rT„F'. p•:%'s .y,�,F.' J Sror,> � b � ?SSE. � •', �'- x r ti y.+ l,�t •�t!r4, +�. ru ;�x�qty f.�,tt ,�;5� ,,?fl�'x';;..{{�,$c,.a .fr�+t�1 r .. .;a a a =z •, >ta (. t,;.i 1 a`i,r F�' '��, x' l� ? �•b.x', f ;X,t�)�{ .t .; y�'.: ', wK,=Y;�,+,Fa fY'u,tl •?'i'fy F• <;.B ER f.Jjr?,y, pith ?ax {Y •{r,�:;6'}'P�d.;,�St fir':•..r' >`d y t,,:�� C s r.. ;t•t '}z, fj {. ;f#.1y: r s..�i �yy.,iS�.. nM1.wS).,,�,1ri,� a,d r,;�i; ;..,J{.� ;^.Wt, r<, ...t �i: „E,,, ;its t4.,V M1 It ..`E:t1 S .8`, q,F < y�'.5.'N!,j,,,,�.G,;t Y�f >. „t- ,1.fin ••�S>, >r4 ,.U l y i,"s' ,�..;..} yi •.1•,�a-..;:.:,'t.Y ,i,'i't];'a �s.'41�a $�-�i',7�4��:,: 9"�� ,S•: ",t�'. � r.x 'tit?:,';i::4 41f.,r.fs. �I k it'.,1},. •s.,.°st:+i: rlt'Fi:l, r 11 t.f'2 .2 .J,Fr...� ''t'P`;''7i�FS'S+} Y.1.1+E„ .,f`1{�y.c,:F 4'r •1,n. :++fr 1. }S,J¢>.r�'!}C fl tf t :i!• �.,e-,F 1, r 5'� � i,':', 1.;�it a'tf `�L rt < {1 '' � f' `� y;i n xa...t 5 .� .?y t. 2+�,,�..Ei �i � ; .J•;o •:�.tn�{'^, rs" •.4�, M t 'tom` rr '' ' `: f : 7 # U:,. ? ti'r „pd.,n+Y.:>',TEr•�;;X ,1^.'."+{'.x..t r l 3 S r t, t2D; } f + i • +�:•. _ r ' + 1 ( P3{t tq}z.tLvjSfl •; ' �.•Z r� r � )f r - .. �� 1 t , �l<,� °b�.{il�4 x�(v Y`��t{` ''�: t s f,der A, r , L •. t !,r; }i ,V .• .,, rx•ry .4„ .,>v i..a •,..., �:•..... � • ...,.,.r.«•• rop,;..wi+.L.:+rv, .�. wr t� � rc tiUP imb,;h riiu•!<t7ttw�+,r+tr.nrnmm�i+lnw...........„. .,.<. ...r... .,.,,., ry ....•,. . .,.,.. .. � ...., .., f WY;aNeezY, rrd.. wl..,.. _...•.. .. .__ r.fl•ACM �;?� �t 1.Uf WATER POLLUTION CONTROL FACILITY EXPANSION 'f .) CITY OF JEFFERSON, MISSOURI r f' { Region VII Procedures for Implementation of 40 CFR Part 31.36(e) l (Minority Business Enterprise/Women's Business Enterprise) >. : •; Lij ,. The Contractor shall take all necessary affirmative steps to assure that small minority and women's business enterprises, and labor surplus area firms are used when possible as sources of supplies, j construction and services. Affirmative steps shall include the fallowing: 1. Including qualified small, minority, and women's businesses on solicitation lists; 2. Assuring that small,minority, and women's businesses are solicited whenever they are potential sources; 3. Dividing total requirements, when economically feasible, into smaller tasks or quantities to ;! permit maximum participation of small, minority, and women's businesses; 4. Establishing delivery schedules, where the requirements of the work permit, which will °• encourage participation by small,minority, and women's businesses; 5. Using the services and assistance of the Small Business Administration and the Office of 't Minority Business Enterprise of the United States Department of Commerce as appropriate;and - 6. Requiring subcontractors,if the Contractor awards subagreements,to take the affirmative steps } listed in(1)to (5) above. }'; ' ;_°';<:• ' '( It is to be noted that Bidders must demonstrate compliance with MBE/WBE requirements in order ,•s 3�FN '� to be deemed responsive. Demonstration of compliance shall include, but is not limited to, the following information: 1. Names,addresses, and phone numbers of MBE/WBEs expected to perform work; •hVl:t'• 2. Work to be performed by the MBEs and WBEs; 3. Aggregate dollar amount of work to be performed by MBEs and WBEs, showin g aggregate to MBEs and aggregate to WBEs separately; �' '� ::Y, �.; 4. Description of contacts to MBE and WBE organizations, agencies and associations which serve p MBE/WBEs,including names of organizations, agencies and associations and dates of contacts; :,,r�.,l .,,'• 5. Description of contacts to MBEs and WBEs including Q number of contacts field(i.e. equipment (�:�) ort material supplier,excavators transport services electrical subcontractors plumbers etc.)and M!,%`'' <;( f f f f f Sri, dates of contacts. ,, , tai ttt��r.�."•,:r"'a.'..i.<i; Bidders must complete the Minority and Women's Business Enterprise Utilization Worksheet s� Y, •< included in the Bid Forms, and submit with their Bid. xJt;Ca.'rra,`. IN �'•t x. ,. .i. C5-4199-00 00820-2 FEDERAL AND RO—3/19/01 STATE REQUIREMENTS Al P' r ,"^ii(''r7','�t,•°r4.'rtj S:,"nr,.r—•• '^n+ht+!a!�!H�ep7•�,w ...+.,.,cruaeOipyZk7Ji3t�D'T, PiIfW!4u"°'r'r'." 17a{"'.t *fr c t2�tR•r '.JC .. .,4{ ', yR Y>//a s z!, ?�r t t st. ,. .{ ,,• 4. .C:+ 's 3' !l � x �' t ' t jrl ,: F ;r,{i �;{'7 TR5'. ?r},:J,r�f �. 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"i E t r <! .ti t r.., ,`Us„.,.x�, �ij'.tt,,,.n k�� .Y�yk {��{+�f t ( �t � Y •t t4 t 1'ttt+a 1 ;�tirv•. ,'{�:.°7rYjN' `C t£f 5�"i4. ?'S" ° s 'r t 4 r a�... .-i yx,.r i'i}:trt, 4. vM.rnJ't�a+a�tE�;.t,}�r�4Y,,,�•�,,�, { `'�,�.,: Saf li :j;;y±'{�r,,,t:,.�'J. �^v.'c1,•�' "',r: ? f .."s rt�::t "�l ), r �t 7.'rA�...�✓�S�t�i1ti.�`.rx'}?p.��j,: t . .��;� e r !y. J';ut f �,n.�k. t 7: `':: •;..'L } � i ..�.. f a �t. a,?��g y S'jtar..tt�yF�', t to", it f l`0 1('7 'I +' ( r: Ta' ;,ib t E'r! Ft",U U•;�{ {"t t t ``L 7:c'}tt !fl'tiy .Y♦'iit�7 f" t t F ' `�r t+J��{q.{rB�J"�'. ��,y { 7 'tti '`tbe2et%dR3C VARbNh;Rd .n7nT�:1M'i»,ea.:,,o.a-.<'..wl..,.,.,.».... ........ ...........--.......,.nr <.nt+:a*!'„r,'xAN+•At,+'tyW✓xgt5;i7k+,yVi,.s,�..,.....,._......... „., ........... wswiwe«.�n:MSi-rMMxvaafJrii'NwrritF.'J+SFId!T•l�+kwV'��r+:dPWA+.aw.::l,,§ bu.,.+.rlYx`J 1� is .._',,,"��;. •!r<< I S fat�$P�J U. S. ENVIRONMENTAL PROTECTION AGENCY WATER QUALITY OFFICE ;t t • f fi��y,d5}, CERTIFICATION OF NONSEGREGATED FACILITIES ` (A PP licable to federally assisted construction contracts and related subcontracts exceedin g y,J,-�'T.r,:>,. $10,000 that are not exempt from the Equal Opportunity clause). tir =1•5 >r''r`' .;' The federally assisted construction contractor certifies that it does not maintain or provide for itsr� yu'n''s employees any segregated facilities to perform their services at any location,under its control. ' The contractor certifies further that it will not maintain or rovide for its employees an `' "r '-s'" P Y ' segregated facilities at any of its establishments,and that it will not permit its employees to perform their services at any location under its control where segregated facilities are maintained. The federally assisted construction contractor agrees that a breach of this certification is a '-a;,7r'-'1 `''''':: j violation of the Equal Opportunity clause in this contract. As used in this certification,the term "segregated facilities"means any waiting rooms,work areas,rest rooms and wash rooms, restaurants and other eating areas time clocks locker rooms and other store a or dressing areasj` 5af¢'' �1.:. parking lots drinking fountains recreation or entertainment areas transportation,and housing ` facilities provided for the employees that are segregated by explicit directive or are in factu'tk;� .; segregated on the basis of race,creed,color, or national origin,because of habit, local custom,or otherwise. The federally assisted construction contractor agrees that(except where it has E` L obtained identical certifications from proposed subcontractors for specific time periods)it will ; ;;, >r; obtain identical certifications from proposed subcontractors prior to the award of subcontracts � �n;�^� ; o exceeding$10,000 that are not exempt from the provisions of the Equal Opportunity clause, and x � X ;,, : that it will retain such certifications in its files. " . (Signature) (Date) �Tx..�,lt 9 `ti"y�;tai" (Name and Title of Signer) =r1;fTz rR;li'. tt j, NOTE: The penalty for making false statements in offers is prescribed in 1 U.S.C. 1001. '.�.. $ ? • ; } n;. .5,r b;•p,�.i�,;�J�9S9": 41(a'�p�l�t;'�''fei Fr, ,.y rf"^"t) r' t «u.�µyry,q�.r Na�aA!*ti x•'"',•`5.3',-4 iv'!t`;'f ii; N R't�"t'.Y'!1.� e,a �s t� :,t' .i ;k''' f •t, t'+:•/♦ u:t}r,. {.k l f r , �;{i •.�. ',`a :#•-1.lSl.iif"a: yFsib vtt a,bpi t a rq. r 110'. �` fc t a ! .t" 1. = .+;�. ;•. 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'"y.tT"�,u'f•,;,a:.t..�• t'13iFi'1•'`�,�;'1'�'``t7F't .ahN y�,}�A'( u ��e�•'�,�ill#:, 75.,-,-yx,+,'!Yii r'' ^;E° .t•tt 1 i k .r. am �,,.,.,;:.fif St,SF {{ r, ?tta.r ,t. �. Er'� c:.'i� .•� � �(x;.,' .t< r :7 JI'I" t.r l' '�� r't F X47 .� ?� a l;lrir,,fn,S=�s-�.,�;.�r�,y''�. , ,. .F ', a" i., V G+#;x y f �' r + r {ra ar.iJr� 5}f. z 1 r: 1t rp. �;;?; •�.,. � t:3{�-r�+�;.. .+k;. ';1•y• >,efc•.; v�'., t!>y � a .!, y �. ;.i.> , g ! iEi { �,. (�`,y :``5.,r�1�t k:- �•.' a.,4 4.. �'wF' r:.aar ;:f' y'1S';'•f P,it >,x" rq 1 x" tr .t..: � ,'i '" rt (}�. +G+ i7� { .�.f jL; ,Y,iN.'•: E,. .L,. 1 u�l .� '� .: .., .� .:f .if rl. ' 5 t•:i,!i:^i�'�"s:•rt .p;H,HS•!l.�w�.r♦, ( n.. {�.. .i i.V,:,a .t.r '.1}. l,. t" .a i,'n. 's` ,('!' `,` „! r<.•'.��. :17,,,, ..tiR .F":: t� ty`,; @f'r r.��. �"XjtR(�,\,r ��a ,pit 1 V;C .; t ,r1.^ 7x}st'&Y� ,', 1+. , >F= ;,{'`} i•.r�r}:f,�l,'�; } •'�gt 17 S �j E'?�:;,., y',.r i`'+i,,.'r rr 1 c r hi- r ' f+ t G -t7sr , qq '•1�� a, 3 .a}7 J f i .l.} 1r. lr ,.•i �i .,+ t.j' r , {f} .y}f 1,"Lh3, .,..r .w+l+�Aawi;,W.wt«,,.,...._.-zdr, ...,....l,.t. ...,..,.. ,,.».,.«,w+.�r+°�s.�1eY''Stss'l. cX?nr, ._yr..cs':.. x>;•;,�w..w _._.... .. . ,.....,.,,.,w,..w,�.r. .....w....�.._...,_i.. ,, ..., '1...atr:ri �t�r'1�. "M1 h�t'ryik��pJ�'�;1 i + t z NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL EMPLOYMENT OPPORTUNITY(EXECUTIVE ORDER 11246) 1 1. The Offeror's or Bidder's attention is called to the"Equal Opportunity Clause"and the"Standard Federal Equal Employment Specifications"set forth herein. '= 2. The goals and timetables for minority and female participation, expressed in percentage terms for the Contractor's aggregate workforce in each trade on all construction work in the covered area,are as follows: i M ,��} 14 t4ti81t}y,if , Goals for minority participation Goals for female participation i Timetables for each trade in each trade ,, ; Until further notice These goals area applicable to all the Contractor's construction work whether or not it is Federal or federal( g PP ( Y assisted)performed in the covered area. If the contractor performs construction work in a geographical area located outside of the covered area, it shall apply the goals established for such geographical area where the work is actually performed. With regard to this second area, the contractor also is subject to the goals for both its federally involved =;:f; YZ-.'; .A, and nonfederally involved construction. J{ The Contractor's compliance with the Executive Order and the regulations in 41 CFR Part 60-4 shall be based ;'IS on its implementation of the Equal Opportunity Clause, specific affirmative action obligations required by the i,i i h4'T t j specifications set forth in 41 CFR 60-4.3(a), and its efforts to meet the goals. The hours of minority and female employment and training must be substantially uniform throughout the length of the contrac and in each trade and g Y � g � the contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The FM transfer of minority or female employees or trainees from Contractor to Contractor or from project to project for the sole purpose of meeting the Contractor's goals shall be a violation of the contract, the Executive Order and the i;:t,t r. Y•.,':` ';'• regulations in 41 CFR Part 604. Compliance with the goals will be measured against the total work hours performed. i 3. The Contractor shall provide written notification to the Director of the Office of Federal Contract Compliance 1zv"'=i `a Programs within 10 working days of award of any construction subcontract in excess of$10,000 at any tier for construction work under the contract resulting from this solicitation.The notification shall list the name,address and telephone number of the subcontractor; employer identification number of the subcontractor; estimated dollar i;+<;�•�i�;�,�,;�t;, ,.��. amount of the subcontract; estimated starting and completion dates of the subcontract; and the geographical area in i which the subcontract is to be performed. 1 4. As used in this Notice,and in the contract resulting from this solicitation,the covered area is [43 FR 49254,Oct.20, 1978;43 FR 51401,Nov.3, 1978,as amended at 45 FR 65977,Oct.3, 1980] %�x I f;t % kur.;`,. MOAT%, ay dt8•i��v I�'_� 4�t i�.fFflk. •'s �' , °.,..tip ,� •P,�. � �k,�,�4+ 7E`''r4,aµ�i:«,..,..rr �.,;.-+,•.•w.pw. .y.,..�.,.. - }t7.t•t ft-I){!+ 7.5 "�'�f.r ,!,lrt 1}}f...t y.•N. :. t a ��"5��vJ sf4 .:,c' 1. .r. F .3 ,Y'. }; { y'?. .1,: .k ..i. Y:' a :Y��°r1r•{,il,: t ;. .Ft� r. ,f�'r r '"rr .r,;+ C ;l?�r' .i,q9, rr:' >. •r.'.';i,.�. a tt }^I,i�.�. tys. 't +. i �u�a.,;l. ��t.ify��r `Pr., .3 �1u'M r�'Sj`"li tJ.,4}, s�, Y r'}.i.� ;,! ,'r' �y ,, t v F. t ..fz.?.r 4T V„•;it .z>i �;±i;?+,' ��,�.y,,a,,t+.x,;c..R'S. r..'$1;'il,ty` '<+�. .'�+{i; pp 't.' .t ,�>, .� 7 " ;, 1 c. �.s .•,7; Y z f r '+1 S, i r� ?i �r r .} ;1, aT�}1?',�.{,"t't'1Pi§ .:3r r s.{5.'l` ,r :'i.• .< + t '" `' };.:? 3, "•^,r'<.F.{+ yio`�,. r t vii' }�v. �. +, xx , •, �,�S :! I �+�`is;.n A.�{. r :r5 ,i' : rtl ..,�# F .,:f ,.ic•.. r ,: ...' :1. ",: ''''t }1.'' t r"rtl rS.,..f:,'.i,;�' }. !� vt. . �a �i,�,.:,l,,:t43}t f .T: .'Y'? 'S.. , 'd >� �' f, ,t, , t'`1 1✓'. .Y S. J, }4t + t��,_f�.t,�ii �'b , .,., �r�e. �1'• .7.,i.�•na'�( ✓,.l' .! � :t' � :j• .+ '. '.4. 1 f J f;' � 1,.: i � i r x1t".,:,3 yi .vt 1.k r+r y t .s. ..,t +r. r , 1 Y:,7 {�t}'�'�ti t Y •r'� r 't��'.Xi�tjr.,��++�o}��fiU t} �$ f:,il .a tt s• �t{' .i•Yri ,1�>'. f w � t is ,t c. }a,*:' i x1.ti,'t.},�de%"'}:ba$a'n!•$"�, � �1(S'+'+ tl' .: tl`r"{{f, �� ..tAr, � t, # :c,. F} � 4 + t y 5 .t- s .r• '�+ .,• �.C} a �.1 1J �•�#. �t�y,�(�:1t��yr'�x4 }�a��,�°ir�i,�^ ��t'4�" Jr 1 t U ''t.ft,! (+ .:.1(. _){ "� 1 .. .. .. •1 I.1. rtr 1 1{7 at,}� ��1�. y 1 S•1 i t . . .. �. yy 1'f. f�5t S t ; .'' ......,.. .... !t+ T. .+'•,•,^r.e'r<e., .,oao... e: +. .. .•...,,......,.ro rlt�.�!"+.wlti.trcl.r9a,tR,:Kt.r:HANl7+r'Stev+vn.n .w...,....,.,.'•,f.r .�. t }'t7 �i r,j +o,� tyu� S MkS��.�17,1F�,i'.'R't?'%'SIT,d'itSJ`P111:rA1l,t»lM.o�v.N,.w.w....... .... � ...., . .W t ..� i ky R .•�1 e �• 1 a §60.4.3 41 CFR Ch.60 (7-1'-00 Edialon) ees, The overall good faith Pe rformance by other Contractors or Subcontractors toward i a goal in an approved Plan does not excuse STANDARD FEDERAL EQUAL EIY�LOYiY1FrrP OP• any covered Contractor's or Subcontractor's II PoR'iuNm CoNszRUCnoN CONTRACT SPEci- failure to take good faith efforts to achieve mcnioNS(EmcunvE ORDER 11246) the Plan goals and timetables. 4. Co i. The contractor shall implement the spa- 1.As used In these specifications: ciflc affirmative action standards rovided a. "Covered area" means the geographical P In paragraphs 7 a through p of these spec!- area described in the solicitation from which "+'•:ri`G>:'-,set tion ifromTwhichathis contract resulted fare tirls contract resulted; ' b. "Director" means Director. Office of I`M"#'at<';.;:.;t'•' expressed as percentages of the total hours Federal Contract Compliance Programs, of employment and training of minority and . United States Department of Labor, or any female utilization the Contractor should rea- person to whom the Director delegates au- tunably be able to achieve In each construc- I thorny: tion trade in which it has employees in the r. c. Employer Identification number" covered area. Covered Construction contrac• means the Federal Social Security number tors performing construction work in geo• 1 used on the Employer's Quarterly Federal graphical areas where they do not have a '';'"r,1 °;<; '•`'' Treasury P Federal or federal! assisted constuction Tax Return.U.S.Tress Department Form 941, contract shall apply the minority and female d."Minority"Includes: goals established for the geographical area P (f) Black(all persons having origins in any where the work is being performed.Coals are r.4•J. of the Black African racial groups not of His published periodically in the FEDERAL REC- ' y panic origin): isTER In notice form, and such notices may (it)Hispanic(all Pe rsons of Mexican.Puer- be obtained from any Office of Federal Can- to "r::�;`sY�`�S;•,t6'.,'C��,^••,�'<'';•;�;.�.� � Rican. Cuban,Central or South American tract Compliance Programs office or from or other Spanish Culture or origin, regard- Federal procurement contracting officers. "'s^'4y:';'>E;"ks°'°"•:;.' less of race): The Contractor is expected to make substan- y (111)Asian and Pacific Islander(all persons tially uniform progress in meeting its goals having origins in any of the original peoples in each craft during the period specified. °'':� °•.yi.,,�>.�_,.,,.. of the Far} Subcontinent.or the Pacific Asia.ance the Indian bargan ngragreement. nor the f!lure byva (!v) American Indian or Alaskan Native union with whom the Contractor has a col- (all parsons having origins in any of the lective bargaining agreement,to refer either original peoples of North America and main- minorities or women shall excuse the Con- tarring identifiable tribal affiliations tractor's obligations under these specifica- throw h membership and participation or bons, Executive Order 11246, or the re ula• community identification). bons promulgated pursuant thereto. 'f 2. Whenever the Contractor, or any Sub- 6. In order for the nonworking training � contractor at any tier, subcontracts a per- hours of apprentices and trances to be 1:sfF;' .•,,`:•• lion of the work Involving any construction counted In meeting the goals, such appren- trade, it shall physically include in each sub- tices and trainees must be employed by the contract in excess of 310,000 the provisions of Contractor during the training period, and ,�„• ,.,,,.•,• these specifications and the Notice which the Contractor must have made a commit- contains the applicable goals for minority ment to employ the apprentices and trainees and female participation and which is set at the completion of their training, subject forth in the solicitations from which this to the availability of employment opportuni• contract resulted. ties. Trainees must be trained pursuant to ;i:t''4y.c.;s:':r',•";' ' M! 3. If the Contractor is participating(pursu- training Programs approved by the U.S. De- ant to 41 CFR 604.5) in a Hometown Plan ap• partment of Labor. roved by the U,S. Department of Labor in 7. The Contractor shall take specific af- the covered area either individually or flrmative actions to ensure equal employ- •- �r„� through an association, its affirmative ac- mant opportunity. The evaluation of the pug tion obligations on all work In the Plan area Contractor's compliance with these spec!- (including goals and timetables) shall be in flcations shall be based upon its effort to accordance with that Plan for those trades achieve maximum results from its actions. which have unions participating in the Plan. The Contractor shall document these efforts Contractors must be able to demonstrate fully, and shall implement affirmative ac- their participation in and compliance with tion steps at least as extensive as the fol- a r i the provisions of any such Hometown Plan. lowing: r Each Contractor or Subcontractor partici• a.Ensure and maintain a working viron• pating in an approved Plan is individually ment free of harassment, intimidation. and required to comply with its obligations coercion at all sites, and in all facilltles at under the EEO clause, and to make a good which the Contractor's employees are as- IV 1 faith effort to achieve each goal under the signed to work. The Contractor, where pos- r�ir�� J'�a'? 'r Plan in each trade in which it has employ- sable,will assign two or more women to each 150 l�T VAylSC7d�y�Iro!..�-.T[ 1" '•...a+.�w��a, fi wr+.n-*:•- -^•^•,�t�{. M e �.Y � ;.}., 'L?' :;& L�'it � 't�'+'�� {,�r`�°� 'NIIE:+N.�n ..ia ,. Mw�lw'sS!t ^. _.}i Ir ,7.. Yyrk`11G1.1�~ 3trt-f>.�U}�f'i:�3r..3•�F�I�,�µp�fY 'S; i J �^ !.:r i .i I. a 't :r' tY;.,. �: t�' ,.[ r'r� �•�`' ;! r' ?ni3v fi.�T' Ctt`f -M•{'F`+`�`, �{',•4�SIR�.�y *'. . ,y� �-r1.yt}� .F,i .f;{ `.fj,.t. ', Cr' ,..• t ' ` t, 2 ',.i:. ,{ ,' 'r• f: it.� .r�•,•rhB t' { tit. "��?„siif y[.t r'tj,,t t 4 1•* l.:, t` .ti '. I t°« t` "I },, s I � '1 1 4.;.,t` t�l �j{' S�[ 4� a”i,t;7^.,.�.s tf.M. :�,,. t,� ,.t,.t.,...(.t}7•.,, ;}, :.I, ,z T .c�,ti.. � f; t. t ;ti:It ..i / S.`' ,t.. .��•f .t> .,�`i,:,{Fe e a'�'4�. C;.t A�'i� t.,. .{�1 f'1 '.t;"i' ' i r.G � t 1; r fie,,,' i ., .,� t 1;:Y1:{J`s.•..Ai. ..Yi(,., t„t; i9, Y •Z �y f t 5 ) t t .f. f JI' .l t i`7.jay'•,�. •r .Kt .,} I :� t�,\ a l s'r';•�, Y 'Q $ h tit•.. • l s a Yt :fi r t t jr}�ttq!1r ...' la9T� ;.! '+! t;.Ytl � ri,' .,.•• I :� .. .. ..J, t ,.,r', t t �:i..f tri£t r,)ii tG.L� ;"y;41 it h�,,r rn >dS jr. � ,, .. .... 1 1?. ,y a 'T<. .., U P;�{{4...'�+`�.f%•:;v , ... ......... .. ._.. ..,.. ..,... .. ...,,. .rr•„ 't�+�..,.+:;...ta.ltr:a•:, n.r.r,...h.. .. ..•.,...,.K.T..�:,.n a,a.tnta+.:te. ncrnr. /L S „1.f '....•.Li+.ttfUr {?1 r ' Office of Federal Conlract Compliance Programs §604.3 J construction project. The Contractor shall ligation under these specifications with all k ! specifically ensure that all foremen, super- employees having any responsibility for hlr• lntendents, and other on-site supervisory Ing,assignment,layoff,termination or other personnel are aware of and carry out the employment decisions Including specific re .'. � +•`, . . � Contractor's obligation to maintain such a view of these items with ensile supervisory •?'��'�•:?;,;;'�•>:4�rM: 3 working environment, with specific atten• personnel such as Superintendents, General v' tlon to minority or female Individuals work- Foremen,etc.,prior to the initiation of con- ;J",{ti Ing at such sites or in such facilities, struction work at any job site, A written i b.Establish and maintain a current list of record shall be made and maintained identi- minori and female recruitment sources, tY Eying the time and place of these meetings, provide written notification to minority and persons attending,subject matter discussed, female recruitment sources and to commu- and disposition of the subject matter. n nity organizations when the Contractor or h. Disseminate the Contractor's EEO pol- i Its unions have employment o opportunities �'C' �"-"`• �,.�, PPo icy externally by Including It in any adver• J ,J { available,and maintain a record of the orga• tLling in the news media,specifically Includ• :. h nizatfons'responses. Ing minority and female news media. and •°.',.; c.Maintain a current file of the names,ad- providing written notification to and dis- °" ";`' i., dresses and telephone numbers of each mi• cussing the Contractor's EEO policy with �,•t„'`',r%' `: nority and female off-the-street applicant other Contractors and Subcontractors with and minority or female referral from a whom the Contractor does or anticipates union, a recruitment source or community doing business, •':;J',1'-' organization and of what action was taken I. Direct its recruitment efforts,both oral a;T with respect to each such individual. If such and written, to minority, female and com- individual was sent to the union hiring hall munity organizations, to schools with m!• for referral and was not referred back to the Contractor by the union or, if referred, not nority and female students and to minority k/ and female recruitment and training o anf- r 1 employed by the Contractor, this shall be zctions serving the Contractor's recruitment documented in the file with the reason there- ,..t„-,s;; ,,: v area and employment needs. Not later than ,.r:'s z.- u:r� :-" the Contractor long with whatever taadditional actions one month prior to the date for the accept- R ,} ance of applications for apprenticeship or d. Provide immediate written notification to the Director when the union or unions other training by any recruitment source, _.•1,;,•;•!,r;:' .';� the Contractor shall send written notifica• with which the Contractor has a collective tiers to organizations such as the above, de- bargaining bargaining agreement has not referred to the 8 {•;; 1 , { Contractor a minority scribing the openings, screening procedures, Lri j y person or woman sent and tests to be used In the selection process. 4 r; ➢°` '`; `` by the Contractor, or when the Contractor P has other information that the union refer. J. Encourage present minority and female .... rel process has impeded the Contractor's ef- employees to recruit other minority persons forts to meet its obligations. and women and, where reasonable, provide e. Develop nn-the•ob training a Runi• after school, summer and vacation employ- r Gr; :?;"•i': "` P j 8 Plo ties and/or participate in training programs ment to minority and female youth both on e for the area which expressly include minori• the site and in other areas of a Contractor's :, ,.;. ; ties and women, including upgrading pro- work force. grams and apprenticeship and trainee pro- k.Validate all tests and other selection re- quirements < grams relevant to the Contractor's employ quireents wham there !s an obligation to g ment needs,especially those programs fund- do so under 41 CFR Part 60-3. ed or approved by the Department of Labor. 1,Conduct,at least annually, an inventory The Contractor shall provide notice of these and evaluation at least of all minority and programs to the sources compiled under 7b female personnel for promotional opportunl• Glk,. if„• ,,�• above. ties and encourage these employees to seek ate f.Disseminate the Contractor's EEO policy or to prepare for,through appropriate train- '4 by providing notice of the policy to unions Ing,etc.,such opportunities. ' and training programs and requesting their m. Ensure that seniority practices, job ,i i�lr:fir{STS ., q cooperation in assisting the Contractor In classifications, work assignments and other !t,(,k meeting its EEO obligations; by Including It personnel practices. do not have a dlscrimi• LSs•:','i3' fn any policy manual and collective bar- natory effect by continually monitoring all gaining agreement: by publicizing It In the personnel and employment related activities company newpaper, annual report, etc.: by to ensure that the EEO policy and the Con- ;j specific review of the policy with all man- tractor's obligations under these speciflca• a ement r'raf`r,'rl r g personnel and with all minority and bons are being carried out. �`i;,r�?,�f:�,F,•.}.,' female employees at least once a year; and n. Ensure that all facilities and company b tin the company e ; Y posting pant EEO policy on bul• activities are nonsegregated except that sap• lath boards accessible to all employees at crate or single-user collet and necessary ',•, each location where construction work is changing facilities shall be provided to as- {.°r 1, ?,. performed. sure privacy between the sexes. 4 n uN r + g. Review, at least annually, the corn- o. Document and maintain a record of all parry's EEO policy and affirmative action ob• solicitations of offers for subcontracts from c; 151 '. 4Z .,fit , 5�j 'T':•r^r.±r;+lw '?T!�i6i9Ah'1A};YEput74'ma'.""".'"'” ^"";';aoW:+xt�8:�nirP,n.Yk7�ik4!+.7F1Yltktl* i¢Yf!�°,°'"'"•'.r(;' ,y..,,�i'c',r•}^A'y"' it T' ? ��rl .�• r 4 f i a { r 5 7 7 'i' k°j7 ti'�r��•1�F., °,tA}�.+5'��t,;,l•t a;`; A ,r .d, J' t t ,I t. 4 4. 7Y r, it}?lal� }dt �''u rtix.$.i:h` .Y'r. {`r,� .�.:r�yy z T �'• , '.k i ; Y ,� t ...e t r 1. 15 , y .,� Fa ., ji t..;.,.�tl.�t,, `hi M i �1'<,'�3,ri'Nrt r_ :, ,��. �'r. t 'r t its , . FSrt t7; rT. ! r t fi ' {S,1 r �F{'�5�., .✓y ? 4 V Y V A s ti { Y� ogre t ) t a G r :r i k .�•+x�' t ..}lY Y.Fy i t • ».lM.iie#Aq}My49.xnrYjA,rwy,tr.r•..:.»w......r.._...,._....t.« ,..�......... ... ....:... .....__.._. .... u,.,,. �,r.r.r.rr.., -,.:, a,,.r",.,H,,;.�. : ` t i P;�'?5rA�i li�loP tr n' , Y f} §�•4 41 CFR Ch.60(7-1-'80 Edition) ,i minority and female construction contrac- Contract Compliance Programs, Any Con. ;F tors and suppliers, including circulation of tractor who fails to ca out such sanctions solicitations to minority and female con- and penalties shall be In violation of these t'' ?!;',`;';."y;:,:. "• tractor associations and ocher business also- specifications and Executive Order 11256, as cintions. amended. p Conduct a review, at least annually, of 13.The Contractor, in fulfilling Its obliga- all supervisors' adherence to and perform- tions under these specifications,shall imple- 'tY ire ance under the Contractor's EEO policies ment specific affirmative action steps, at and affirmative action obligations. least as extensive as those standards pro• r-.,; •; ;..,.. 8, Contractors are encouraged to particf- scribed in paragraph 7 of these specifics- pate in voluntary associations which assist tions, so as to achieve maximum results F I in fulfilling one or more of their affirmative from its efforts to ensure equal employment action obligations(7a through p).The efforts opportunity. If the Contractor falls to com- of a contractor association,joint contractor- � ply with the requirements of the Executive union,contractor-community,or other simi- Order, the implementing regulations, or ;;r;'t '+ :.";,".•i'� ! lar group of which the contractor is a mem- these specifications, the Director shall pro- '' ber and participant, may be asserted as ful• ceed in accordance with 41 CFR 80-4,8. filling any one or more of its obligations 14. The Contractor shall designate a re- under 7a through p of these Specifications sponsible official to monitor all employment +:! provided that the contractor actively par- related activity to ensure that the company ;j ticipates in the group,makes every effort to EEO pollcy is being carried out, to submit t assure that the group has a positive impact reports relating to the provisions hereof as qtr a. 1 on the employment of minorities and women may be required by the Government and to ' in the industry, ensures that the concrete keep records. Records shall at least include ,}},UItT%`t^} ii5'' kkk��z777 benefits of the program are reflected in the for each employee the name, address, telr Contractor's minority and female workforce phone numbers,construction trade,union af- participation, makes a good faith effort to filiation if any, employee Identification meet its individual goals and timetables,and number when assigned, social security num- n' 3• ?1,. i' "` .`••, can provide access to documentation which ber,race,sex,status(e.g..mechanic,a ren- • demonstrates the effectiveness of actions rice trainee, helper, or laborer), dates of taken on behalf of the Contractor. The oblf- changes in status,hours worked r week 1n Pe gation to comply, however, Is the Contrac• the indicated trade, rate of pay, and loco. tor's and failure of such a group to fulfill an bons at which the work was performed, e,` y rely i t obligation shall not be a defense for the Con- Records shall be maintained in an easily un• .1; -9 t ! tractor's noncompliance. derstandable and retrievable form; however, 9. A single goal for minorities and a sepa• to the degree that existing records satisfy rate single goal for women have been estab- this requirement, contractors shall not be lished. The Contractor, however, is required required to maintain separate records. to provide equal employment opportunity 15. Nothing herein provided shall be con. 1 ) and to take affirmative action for all minor- strued as a limitation upon the application ity groups, both male and female, and all of other laws which establish different stand- women. both minority and non-minority. ards of compliance or upon the application of Consequently,the Contractor may be in vto- ff eq Y+ y requirements for the hiring of local or other �t�,,`�t..:�,,r i{�•'"�"'�• 1 lation of the Executive Order if a particular area residents (e.g.. those under the Public I group is employed in a substantial) dig. Works Employment Act of 1977 and the Com• parate manner(for example,even though the munity Development Block Grant Program). Contractor has achieved its goals for women b generally, the Contractor may be in viola• ( ) The notice set forth in 41 CFR 60- tion of the Executive Order if a specific mi• 4,2 and the specifications set forth in 41 k rip"`rzr, nority group of women is undervtiltzrd). CFR 60-4.3 replace the New Form for I c; 10.The Contractor shall not use the goals Federal Equal Employment O or- and timetables or affirmative action stand- tunity Bid Conditions for Federal and ards to discriminate a ainst,an Federally Assisted Construction pub- ''r -I B Y Pelson be- i^ti `x�'�r>f hwr'"1 .•. cause of race,color,religion,sex,or national lished at 41 FR 32982 and common) ':-:r c•+'�'�'� origin. Y 1 known as the Model Federal EEO Bid 1.td?x:sot'•t 'c;.;, ,_. 11.The Contractor shall not enter into an ;,, �.�. f;;�;4r,•...,.,,.. Subcontract with any person or firm Conditions, and the New Form shall f,{f ;s+: ,;^•;y; "; debarred from Government contracts pursu- not be used after the regulations in 41 'r '.,'. ant to Executive Order 11248. CFR Part 60-4 become effective. i - 12. The Contractor shall out such Carey P,:>Yti; ,'•n'.:r., } sanctions and penalties for violation of these 143 FR 49254,Oct.20, 5 F 43 FR 51 401,Nov.3, specifications and of the Equal Opportunity 1978' as amended at IS FR 85978, Oct. 3, I9801 ! Clause, including suspension, termination li �srj, i ^1r ^',• and cancellation of existing subcontracts as :.j may be imposed or ordered pursuant to Exec- t »+{ r! t, utive Order I1246,u emended,and its imple- menting regulations,by the Office of Federal 152 {.t. lN4�TAC t` �lFliiWU4vmr i+r ^.^,yr�.ca�w�r�wrxrutasara.,. r qen�. :�i,, r ��+��y,rytC��itt�:,. ;r t '.( i v' + �, { S t � it Y , .i c,'. t'; s.,..•r�;;,'_. '�.;,i",-;� r {; U CR,+�,:.ElFr{f� t;rt"k{ =- .t.+ t :. .tr�'t.•..:'X '',, } �tP:,yr. .r i.�y.rt f 3 � ,ttr,q'4,F}tt�'7�0 ,+�'!� d,t'i'::'• -,y, i' .s + t i r�. r 1 .'t` t t t e +i �� `� ` .1-F;t y ��=lire i<y;i �':r:4i?j3' ,'•.r r'= ,:t. r ,.•,. 1 y ,a r .yPt. i{ fc ii t .t t• , 1 , .r j. it.t r E cc '��!�',!-{ .t. . ft.:'l,:� i,t r,t,}i 1 S ., `, , t r 1 t ;,{4.xt .t4Yf:! i�,t' t ` s i t� r-- I , 1 l.� Office of Federal Contract Compliance Programs 3�"1 4 sisted a; (b) Federally assisted construction con- union The cotctor will send to each labor the ppllcant so i participating Is a State or �r tracts. (1) Except as otherwise provided, representative each administering agency shall re- which he has n collective bargaining agree- local government, the above equal oppor• r quire the inclusion of the following ment or other contract or understanding, a tunity clause is not applicable to any agen- notice to be provided advising the said labor cY• Instrumentality or subdivision of such 7 language as a condition of any grant, union or workers'representatives of the con• government which does not participate in contract• loan, insurance, or guarantee tractor's commitments under this section, work on or under the contract. involving federally assisted construe- and shall post copies of the notice In con- The applicant agrees that it will assist and tion which is not exempt from the re- spicuous places available to employees and cooperate actively with the administering Lion hick of the equal opportunity applicants for employment. agency and the Secretary of Labor in obtain- 4)The contrator will comply with all pro- Ing the compliance of contractors and sub- clause: visions of Executive Order 11246 of Sep- contractors with the equal opportunity The applicant hereby agrees that It will in- tember 24, 1965,and of the rules,regulations, clause and the rules, regulations, and rel- '., corporate or cause to be Incorporated into and relevant orders of the Secretary of avant orders of the Secretary of Labor, that i any contract for construction work,or modi- Labor. it will furnish the administering agency and flcatlon thereof, as defined in the regula• (5)The contractor will furnish all informs• the Secretary of Labor such information as f fi at of the Secretary of Labor et 41 CFR tion and reports required by Executive Order they may require for the supervision of such �I Chapter 60.which is paid for o whole C in 11246 of September 24,1965, and by rules,reg• compliance.and that it will otherwise assist ulatloru. and orders of the Secretary of •'` '" part with funds obtained from the Federal Labor, or pursuant thereto, and will permit the administering agency►n the discharge of Government or borrowed on the credit of the the agency's primary responsibility for se- r'1 access to his books,records,and accounts by curing compliance. Federal Government pursuant to a grant, the administering agency and the Secretary The applicant further agrees that It will contract, loan insurance. or guarantee, or of Labor for purposes of investigation to as• undertaken pursuant to any Federal pro- certain compliance with such rules, regula• refrain from entering into any contract or gram involving such grant, contract, loan. bons and orders. contract modification subject to Executive insurance, or guarantee, the following equal (6) In the event of the contractor's non• Order 11210 of September 34,1965,with n non- compliance with the nondiscrimination tractor debarred from, or who has not dam- Opportunity clause: onstrated eligibility for, Government can- During the performance of this cont ract. clauses of this contract or with any of the B Y the contractor agrees as follows: said rules. regulations, or orders, this con• tracts and federally assisted construction (1) The contractor will not discriminate tract may be canceled, terminated, or sus• contract, pursuant to the Executive order ;t against any employee or applicant for em- pended n whole or in part and the con- and wtll carry out such sanctions and pen- ployment because of race, color, religion, tractor may be declared ineligible for further alties for violation of the equal opportunity sex, or national origin. The contractor will Government contracts or federally assisted clause as may be imposed upon m contractors administering take affirmative action to ensure that appli- construction contracts In accordance with and subcontractors by the administertng cants are employed. and that employees are procedures authorized in Executive Order agency or the Secretary of Labor pursuant treated during employment without regard 11246 of September 2{. 1965. and such other to Part II, Subpart D of the Executive order.it I to their race.color,religion,sex,or national sanctions may be imposed and remedies n• In addition, the applicant agrees that if r- origin.such action shall include, but not be voked as provided in Executive Order 11246 of fails or refuses to comply with these under- f`; limited to the following; Employment, up September 24. 1965.or by rule, regulation. or takings, the administering agency may take grading, demotion, or transfer; recruitment order of the Secretary of Labor,or as other• any or all or the following colons: Cancel. i or recruitment advertising: layoff or term!- wise provided by law, terminate, or suspend in whole or In P rates of pay or other forms of corn- (1)The contractor will include the portion this gran[ (contract, loan, insurance, guar- nation; r,.. y p g p antee); refrain from extending any further ; i per and selection for training,includ- of the sentence immediate! preceding ara- . ng apprenticeship.The contractor agrees to graph(1)and the provisions of paragraphs (1) assistance to the applicant under the pro- `''` post n conspicuous places, available to em- through('n In every subcontract or purchase g�with respect to which the failure or re- ," ployeas and applicants for employment, no- order unless exempted by rules, regulations, fund occurred until satisfactory assurance of tices to be provided setting forth the provi- or orders of the Secretary of Labor issued future compliance has been received from stons of this nondiscrimination clause. pursuant to section 204 of Executive Order such applicant:and refer the ease to the De- rj (2) The contractor will.In all sollcitations 11246 of September 24. 1965.so that such pro- partment of Justice for appropriate legal or advertisements for employees placed by or visions will be binding upon each subcon• m proceedings. 1 on behalf of the contractor, state that all tractor or vendor. The contractor will take �htr ;!'•" qualified applicants will receive consider• such action with respect to any subcontract F ! ations for emplgoyment without regard to or PnHti dd� a means of enforcing such i race, color, religion, sex, or national origin. P provisions, including sanctions for non- '' ; compliance: Provided, houiever. That in the event a contractor becomes Involved in,or is threatened with. litigation with a subcon- tractor or vendor as a result of such dlrec- tion by the administering agency the con- tractor may request the United States to enter into such litigation to protect the in- .j teresu of the United States. ii The applicant further agrees that it will be bound by the above equal opportunity clause with respect to its own employment prat- ' tices when it participates In federally as- r: ra TY -ti -I �`'� ......,...,,�....... .............•.....,ux,r,;.(4:tDalrrraY[fe7dsiXkY1.`�rr'e ...._ . .w,+.K.,. � t i T 1 { 5 ww«NwMitS7fY A!dM1`. .a!r,,.vya«gtM4 r,mrna. " . �t,, A y 1 .. .. ....... f f 1:1.x;1 r.i .»em+.rru.....»....• .. V 1 MISSOLM FDi �i� of Labor Standeir' d WAGE AND DOUR SECTION t7 MocccXX MEL CARNAHAN, Oo e ' v rnar ; 4 <;; L& rd, al Wage $rte • M. A I f 1 t.rnrit+� ® Ann ! Section 014 CALLAWAY CQL11°�'CY In accordance with Section 290.262 RSMo 1994, within thirty a of this Annual Wage Order has been filed with the Secretary (50) days after a certified copy retary of State as indicated below, any person who may be affected by this Annual Wage Order may object by filing an objection In 1 t i f triplicate with the Labor and industrial Relations Commission, P.O. Box 599,Jefferson City,MO 65102-0599, Such objections must set forth in writing the specific grounds of objection, Each + , objection shall certify that a copy has been furnished to the Division of labor Standards, P.O. II Box 449, Jefferson City, MO 65102-0449, and to the Order pursuant to 8 CSR 20-5,010(1). A certified copy off the Annual Wage Order has been filed � with the Secretary of State of Missouri., MAR 10 Z00 Colleen A. Baker, Director •7.--,.'�`�'`•"`, Division of Labor Standards rp.''F€:+p';;jy•4', G }, (�1 rt ; , •4 Filed With Secretary of State: Y OF (� G SECRETA�Y OF STAT�� ,�,.:' 1AF� ! .• !r APR 0 2000 ` k` Last Date Objections May Be Filed: 771 3 Prepared by Missouri Department of Labor and Industrial Relations ' ��d1�4'�R'(QMA$41U.k,cttW"+#r�fllk9ett,Pfa4°Jl ,•'Gf, `.tt`dS'r1Y d{15t'i-wwtcvY.w«.• . t*+r�tbf4, }, +c ( 7 ' ` !' ` ..'r �-'•`"wr^">^+VU's.4.4rtYgve ^"""TT"r 'L tf Y f I ,/ y .1 t 1 '!, �. :7,. t 'i f. tt •J3 L'rt. � i ,f t .•i' '.f f., . .. 1.4S'1 , F. I Building Construction Rates for REPLACEMENT PAGE Section 014 CALLAWAY County I., "Ettective OCCUPATIONAL TITLE Date of Hourly Time Holiday Total Fringe Benefits Increase Rates Rates Rates Asbestos Worker 10/00 $27.54 55 60 $8.76 Boilermaker 9/00 $23.36 57 7 $10.545 ( ` Bricklayers-Stone Mason 6/00 $18.80 1 59 7 $4.90 Carpenter --j$17.38 60 15 $5,84 E . Cement Mason $18.04 1 9 3 $5.02 Electrician(Inside Wireman $21.37 28 7 $6.69+ 13% i Communication Technician USE ELECTRICIAN INSIDE WIREMAN RATE Elevator Constructor 7/00 a $27.765 26 54 7.815 +�r ;,_ .',; " Operating Engineer M4;` Group 1 5/00 $21.27 86 66 $10.72 Group 11 5/00 $21.27 86 66 $10.72 Group 111 5/00 $20.02 86 66 $10.72 Grou III-A 5/00 $21.27 86 66 $10,72 F. it Group IV 5/00 $21.97 86 66 $10.72 Group V 5/00 $23.27 86 66 $10,72 Pipe Fitter b $25.50 91 69 $10.83 Glazier $11.85 FED $i.82 t� Laborer(Building): I � General $14.80 110 7 $5.40 I First Semi-Skilled $15.15 110 7 $5.40 Second Semi-Skilled $15.15 110 7 $5,40 Lather USE CARPENTER RATE 0"07 Linoleum Layer& Cutter USE CARPENTER RATE i , ) Marble Mason 6/00 $18.80 59 7 $4.90 Millwright $18.38 60 15 $5.84 Iron Worker 8/00 $24.34 11 8 $10.79 Painter 4/00 $18.34 18 7 $1.98 Plasterer $17.11 94 5 $4,76 Plumber c $25.50 91 69 $10.83 Pile Driver $18.38 60 15 $5.84 Roofer 10100 $21.50 12 4 $6.24 { Sheet Metal Worker 7/00 $21.07 40 23 $7,30 I Sprinkler Fitter 1/01 $26.59 33 19 $7.45 Terrazzo Worker 6/00 $18.80 59 7 $4.90 f Tile Setter 1 i 6/00 $18.80 59 7 Trunk Driver-Teamster �'�0 j Group 1 $17.70 101 5 $4.00 Group 11 $4.00 Group III $18.35 101 5 j $17.85 101 5 $4.00 Group IV 1 5 $4.00 $ 6.35 101 j Well Driller USE BLDG.CONSTRUCTION ENGINEER GROUP 11 RATE- Welders-Acetylene&Electric Fringe Benefit Percentage is of the Basic Hourly Rate { Attention Workers: If you are not being paid the appropriate wage rate and fringe benefits contact the Division of Labor Standards at 1-800-475-2130. " Annual Incremental Increase •SEE FOOTNOTE PAGE ANNUAL WAGE ORDER NO. 71 ` 1101 ��W�&i',i�U.4�1ac+v�ktc,+r:nwi*+5;�k;,++r+:vFwltirer;tat�v.5xrrcuz:r.xne,.x.,..-...._-.... .. - ,,,,_,•.-..,.w,.,,w.aa....•,•«.h•.............. . ` ^�ljf {t �,#{4F {:r.7 � +,•}3,i'i?,1�tf. �{��iS. ,,IC ,y., i, 3t f , .i 1 ..�. .?1ap.,,..'r`({.+ '.fSl;i,�.�,,,5.,.»...},. SY'Yk ia' .,�a,er }�t�:' ,:4 ''�`:s,�7q�tr,',`�'. .J.}t'��+..>;,yt. ,t a:.�'�, a 5 a i,r { ;•,r + t.t"Fra�' phi.ti SG'K$•,t `t' 't••: ,�.+;5., :fk t, r't`5ij•li Ja„ r '�.'. t r. .r tre, ,�;.;w '� •�:_�� t 5��.; �,. Y:• e�',, 'S } S..i 5 i+ 1 ) 1 rj: S, o { :r x ��`;° ,sr �1'"..�•t�t £. .,,tqr.. ,.'�,lft,>t.°:l;{,3• �};u '.f; F nr 'i: r�,zj� ;t ps tl��' t,5 td��;?.e k, r,t�i..ti! t {�i�t '1,ti�a�',tfi.l � 1r.,{} ��^'atrr. jt�`�SttP'r t'r y;r� t:#�} � .+ 7 f..�Sr? t l i.s� ,w i�'kS-t •� x'•i„',i�yf i•i,t `1` �t ..�'' r}yr 4 Flrr {' j,rr f i !.. �;`f .Yr S +,F ,.;`,t;•>lk« �„ '8',t+. S f i Y' M� p+t ';,•t Ytt J�`Sgf J'�fx��i� .� �;A '�.��1�,�'�., F� (� i'fl�L�c,,pkriF�'Y}F�tt' b:r�t}r1 5�,. � i.li {' .;. f :'• .t r� {h .i,;`Si...ti7'r1St3 i t �r �g� {�{i'.Y, $yT�), .,�Fi•h ri:.:.{, 1 't i. ? t i;• Vl { ,ti es r'. r tei '`.1R, Ffr.tGiJ •.>.w„i:,lt las.:.).., ..,.,,.... ....; r.......�.a....nxe.+sw:<4YC SSi^k!Yi,ny r •Wp•-rfr-.'n t .. { is _4.' ,•..1. \{ is ” . . 3.....{, f �.Gr .Sf f}� fj;yht f 'J4� } ,r � rJ. Y J{t}J Building Construction Rates for Section 014 CALLAWAY County Footnotes Basic --Uv-er- 4� :r OCCUPATIONAL TITLE Date of Hourly Time Holiday Total Fringe Benefits Increase Rates Rates Rates f 4171, tj �Y, *Welders receive rate prescribed for the occupational title performing operation to which welding Is incidental. 5;j;' S}tf. t aitlt�ffsay`: f, t ' Use Building Construction Rates on Building(s) and All Immediate Attachments. Use Heavy Construction rates for remainder of project. For the occupational titles not listed In Heavy Construction Sheets, use Rates shown t't 1�= on Building Construction Rate Sheet. { :�R-°• r ��:aarj'�'t • a -Vacation: Employees over 5 years- 8%; Employees under 5 years-6% �x�f;'�`�x,� b -All work over$3,5 Million Total Mechanical Contract- $25.50, Fringes -$10.83 All work under $3.5 Million Total Mechanical Contract- $24,16, Fringes-$9,08 §INNS%il c-All work over$3.5 Million Total Mechanical Contract -$25.50, Fringes -$10.83 ' 7 j y`. 4— All work under $3,5 Million Total Mechanical Contract $23,66, Fringes $9,28 MN- % +kXX•, y y M �S tk t%J ANNUAL WAGE ORDER NO,7 '. 3/00 t C • 1 ,Sfa l;s:'�,'' l•,,,yiy,,,},y CYi,,S grtrcv. 7 .pxnttgrNf4wfw�a�!�+�'•"C', '+ k: ". x�-t.`n r`+ c f '4`t 2JS j t ,( 1777 r++w•rna!,^+-'^'rr,�r;):^'•' vn„ ,Tm �Rt S!i 4 �' i.,. ��t;7Y�.xii r�C,,,' �h,itt ,,�'��,,.. �.�t r'e `• 'tr + ;}„; + '�sf� �,.e r ; „r,s' : t t t � t ef;k,t '{'i B' s•f ,(' iq. . ; ti+ ?f.Y t v: y r',ta •: t ,,?ti. !St y,.,�a i Jj "i t t i rt.:kill ' rttta 'its r .t fySv'7 1lfct s,: i1 .f j i `,w[� ?•,�, i” [�t,,jj u-Mfil�,,�.� �,4.y9 {+!'s,{r } �:a Y;��rli;%ii „r} (r �ti" j' f'. 1 'F � S z r,,, t..F tst{�n Fj•f �� rttsi ,• �!�rwfP� �(� � i� ,..t, r">f Y•+ .;jrr E ,e k k .y . '1 j{iY 1° s. t rff' n.. i ;. 1 .� � FSj.,x7s;z��f:�. 5�At4 ,t �f �,. 'i•,))�.5�1ti•C .1 )f x s�,*?;.,�j{ )"{�'�.,'h S+� f r �,'f� .S.!°*�\`"`', r 1 :t. ,7„M,�,,.;.� t, ,I .t .{, , .{ 5 Li Y Y' ��';';'ti }`i'r<'jht�( � i Y�.��3..}� {� S ,. F,¢ ��y r+t,:,1{.i�pff7-.`.3� ,}?,f Y�� i U�t y,}Gt}..S..H r'J Y dS+.i f.. 7�i �.� j F try4. ( ; ! J..fY :•ryS i; r,.� f�Yq{ 7�t3i1:'�Yit;).7fi S.r'a;V N,�V7}}S. $f$:,i�ir<"�S'..� i3 f 'Y'!',k,4 sS .r��.�3t:0":S� k 7'.J1;�:s;re Y,.}�„'t�j.:tc .{ L7 .57, i k..�i..i.,r. t 7 .7. Y 93 � mot;.!' .i•� c}�}`^i }ff#fr.�.+� r & .tl. �k .i. '.t tit.,t F+'ief',� �tr��}'..j .�c 'r+.:.' �r� X ',�F p i. .{� r ' r r r y�("Y Jt.�JL•�C.S.t.{,.t',t,e;w �t:,y4 c'�rt�;.��`.'tr� rtm.. + �,t�� {•'d4;•�1t:�':y` i.; `+.M n t :� ^{ir�� •t � t .( ? ,,, � ., '.:r. i. t 4 r� T i f. C :i ' .l s 't.. .t}. ..^.,. '�;,:'<.. 'i,.i:,.. ,,,;' ..,::. ,}�(:, '.,., ie .::; .fk ,:�'}Se?ii,•.:.'ai{ rr5pt�.F.h �}j,�'�;��<vdz��'�;r`� r4a r 4, 1 t.� ,' •71 }�4 •fit, h(,.ry x.11 "N YA4 .w.......... , , � 1 ` CALLAWAY COUNTY OVERTIME RATES—BUILDING CONSTRUCTION FED: Minimum requirement per Fair Labor Standards Act means time and one-half(1 '/:)shall be paid for all work in excess of forty(40)hours per work week. NO. 9: Means the regular workday starting time of 8:00 a.m. (and resulting quitting time of 4:30 p.m.) maybe ' moved forward to 6:00 am.or delayed one hour to 9:00 a.m. All work performed in excess of the regular work day and on Saturday shall be compensated at one and one (1'/z times the regular a • In the event tirne is lost '1 ) B pay. I during the work week due to weather conditions, the Employer may schedule work on the following Saturday at it straight time. All work accomplished on Sunday and holidays shall be compensated for at double the regular rate of wages. The work week shall be Monday through Friday, except for midweek holidays. 1 NO. 11: Means eight(8)hours shall constitute a day's work, with the starting time to be established between 7:00 `�r��t;•,,�.;; a.m. and 8:00 a.m. from Monday to Friday. Time and one-half (1'h) shall be paid for first two (2) hours of overtime Monday through Friday and the first eight (8) hours on Saturday. All other overtime hours Monday through Saturday shall be paid at double (2) time rate. Double (2) time shall be paid for all time on Sunday and ! recognized holidays or the days observed in lieu of these holidays. f NO. 12: Means the work week shall commence on Monday at 12:01 a.m. and shall continue through the following Friday, inclusive of each week. All work performed by employees anywhere in excess of forty (40) hours in one (1)work week, shall be paid for at the rate of one and one-half(1'/x)times the regular hourly wage scale. When a erformed by employees anywhere in excess of thirty-two O 32 holida y falls durin g the regular work wee all work , { hours during one(1)work week shall be paid for at the rate of one and one-half(1'/2)tames the regular hourly wage scale. All work perfommed within the regular working hours which sliall consist of a ten(10)hour work day except in emergency situations. Overtime work and Saturday work shall be paid at one and one-half(1'/s) times the „:;;,;4't ; regular hourly ate. Work on recognized holidays and Sundays shall be paid at two (2 times the regular hotel Y Y Y } ) Y rate. s NO. 18: Means the regular work day shall be eight(8)hours. Working hours are from six (6)hours before Noon 12:00 to six 6 hours after Noon 12:00 The re gular work week shall be forty 40 hours beginning between 6:00 a.m. and 12:00 Noon on Monday and ending between 1:00 p.m. and 6:00 p.m. on Friday. Saturday will be r n one-half 1'/� Siuida and Holidays shall be aid at double(2 time. Saturday can be a make-up paid at time and o ( )• Y Y P ) Y day if the weather has forced a day off, but only in the week of the day being lost. Any time before six (6) hours wed before Noon or six(6)hours after Noon will be paid at time and one-half(1'/2). ~' ' ! NO. 26: Means that the regular working day shall consist of eight (8)hours worked between 6:00 a.m., and 5:00 p.m., five (5) days per week Monday to Friday, inclusive. Hours of work at each jobsite shall be those established " by the general contractor and worked by the majority of trades. (the above working hours may be changed by � mutual Agreement). Work performed on Construction Work on Saturdays, Sundays and before and after the regular working day on Monday to Friday, inclusive, shall be classified as overtime, and paid for at double (2)the rate of single time. The rate of a for all work erforrned on holida s shall beat two times 2 the single time rate g pay p Y ( ) g aof pay. n ti :f,1 i,C;fr3 t � 1 4 ANNUAL WA(',E ORDER NO.7 AW7014 O'i'.DOC i'uge I of4 Pages ` ) tt,�S`'";' ��4.:�s.GF"+ k�1F3'.l(�s+'1W+R.�R5i9.+S,CL+tf> fRI�A�i3n'a .. K,... ,, . .. .•».,w.vra 7.uw r i t_ --"7� � 1 � � . �'�i�Y\WIWM^`° ar4Y.YHM l4tMMWruii�lw T^ .. ef'r.b , ,fin'-f f , r x,,1 S1� f �kp � 4&�t....' 'r'. fi° ... � 7 � .,1•- ' .'..':f i } r4 .r`�t 1 fpf 1,. ?!1^^^r}{{i`...c? `' t t 1 1 4raxwe.w-..Mw r.uo„,.r.... ,.. .....�... ..,;.. .x. ,•... .. .. .... t ht 4 CALLAWAY COUNTY OVERTIME RATES—BUILDING CONSTRUCTION NO. 28: Means eight (8) hours between 7:00 a.m. and 5:30 p.m. shall constitute a day's work five (5) days a ; week, Monday through Friday inclusive, shall constitute a work week. The Employer has the [ i option for a workday/workweek of four(4)ten(10)hour days(4-10's)provided: -The project must be for a mirdmum of four(4)consecutive days. -Starting time may be within one(1)hour either side of 8:00 a.m. f f -Work week must begin on either a Monday or Tuesday: If a holiday falls within that week it shall be a consecutive work day. (Alternate: If a holiday falls in the middle of a week, then the regular eight(8)hottr schedule may be implemented). I -An time worked in excess of an ten 10 hour work day Y y ( ) y (in a 4-10 hour work week) shall be at the :..,.. appropriate overtime rate. ;. . All work outside of the regular working hours as provided, Monday through Saturday, shall be paid at one&one- r . ' half(1'/_) times the employee's regular rate of pay. All work performed from 12:00 a.m. Sunday through 8:00 a.m. ! Monday and recognized holidays shall be paid at double(2)the straight time hourly rate of pay. NO. 33: Means the standard work day shall constitute eight(8)hours of work between the hours of 6:00 a.m. and 6:00 p.m., or shall conform to the practice on the job site. Four(4) days at ten(10)hours a day may be worked as straight time, Monday through Friday and need not be consecutive. All overtime, except for Sundays and holidays shall be at the rate of time and one-half(1%). Overtime worked on Sundays and holidays shall be at double (2) -�:�:.: •�',��` r time. t � NO.40: Means the regular working week shall consist of five(5)comsecutive(8)hour days'labor on-the job beginning with Monday and ending with Friday of each week. Four(4) 10-hour days may constitute the regular work week. The regular working day shall consist of eight(8)hours labor on the job beginning as early as 7:00 a.m.and ending as late as 5:30 p.m. All full or part time labor performed during such hours shall be recognized as regular working hours and paid for at the regular hourly rate. All hours worked on Saturday and all hour's worked in excess of eight(8)hours but not more than twelve(12)hours during the regular working week shall be paid for at time and one-half(1%)the regular hourly rate. All hours worked on Sundays and holidays and all hours worked in excess of twelve(12)hours during the regular working day shall be paid at two(2)times the regular hourly rate. ' In the event of rain, snow, cold or excessively windy weather on a regular working day,Saturday may be designated as a"make-up"day. Saturday may also be designated as a"make-up" day, for an employee who has missed a day of work for personal or other reasons. Pay for"make-up" days shall be at regular rates, NO. 55: Means the regular work day shall be eight(8) hours between 6:00 a.m. and 4:30 p.m. The first two (2) ! ' hours of work performed in excess of the eight 8 hour work day, Monday through Friday, and the first ten (10) hours of work on Saturday,shall be paid at one & one-half(1'/z) times the straight tirne rate. All work performed on Sunday, observed holidays and in excess of ten (10 hours a day, Monday through Saturday. ' ) Y� Y g y. shall be paid at � •'., `z double(2)the straight time rate, NO. 57: Means eight (8) hours per day shall constitute a day's work and forty (40) hours per week Monday to ?� Friday inclusive, shall constitute a week's work The regular starting time shall be 8:00 a.m. When circumstances warrant,the contractor may change the regular workweek to four(4) ten-hour shifts at the regular straight time rate of pay. The first two (2) hours of overtime worked Monday through Friday and the first eight (8) hours on Saturday shall be paid at the rate of time and one-half(1'/2). All time worked in excess of ten(10)hours, Monday through Friday and eight(8)hours on Saturday and all time worked on Sunday and holidays shall be paid for at the `: ttS;'. ' double(2)time rate of pay. .hbnijfi '1;y'Vtfci'lll�Ji i p 3 ANNUAL WAGE ORDER NO.7 ,.Fk A W 7014 O'I'.UOC Page 2 of 4 Pages ' n �,` !`,.iwt{Y1w'W ••."° '•�T �]""-,^+,.Ym.NCL5177XJ+4SA31;4Y4 dV'WM.•,w.w- . u,a.r+N,+.ttLNp•�tY4Hf y;1/M1,iTlhi•N#fLVN.t'fl?Vl'.inr+n 1 S "*'^.• 01 t.r1 .•r !. '} w r } J 'tT•^e:^!pwf''4t+ n• e '(`. �trai t r j t J ti. r, J Di+ ,r(� �,y�i"f�,�,�,�ti_yaa £��l P•S•y L Sk.`.R�' ... _ 1 ! (:. I t 'SP kk�.Y{JS��"�,�ih1 ly}�4q�� •'ef i CALLAWAY COUNTY OVERTIME RA'Z'ES—BUILDING CONSTRUCTION 1 i • NO.59: Means that except as herein provided, eight(8)hours a day(which may begin as early as 6:00 a.m.)shall constitute a standard work day, and forty (40) hours per week shall constitute a week's work. All time worked j outside of the standard eight(8)hour work day and on Saturday shall be classified as overtime and paid the rate of j time and one-half(1'/z). All time worked on Sunday and holidays shall be classified as overtime and paid at the rate ► of double(2)time. The Employer has the option of working either five(5)eight hour days or four(4) ten hour days to constitute a normal forty (40) hour work week. When the four(4)ten-hour work week is in effect, the standard ' work day shall be consecutive ten(10) hour periods between the hours of 6:30 a.m.and 6:30 p.m. Forty(40)hours ' Monday through Thursday, fy ' per week shall constitute a weeks work, y b11 y, inclusive. 1n the event the job is down for any reason beyond the Employees control, then Friday and/or Saturday ma ,at the option of the Employer, be worked as a make-up day; straight time not to exceed ten (10) hours or forty (40) hours per week. When the five day (8) hour work week is in effect, forty (40) hours per week shall constitute a week's work, Monday through Friday, inclusive. In the event the job is down for any reason beyond the Employer's control, then Saturday may, at the option of the Employer, be worked as a make-up day; straight time not to exceed eight(8)hours or forty(40)hours per week. NO. 60: Means the Employer shall have the option of working five 8-hour days or four 10-hour days Monday through Friday. If an Employer elects to work five 8-hour days during any work week, hours worked more than eight (8) per day or forty (40) per week shall be paid at time and one-half(1'/:) the hourly wage rate plus fringe benefits Monday through Friday. SATURDAY MAKE-UP DAY: If an Employer is prevented from working forty (40) hours, Monday through Friday, or any part thereof by reason of inclement weather(rain or mud), Saturday or any part.thereof may be worked as a make-up day at the straight time rate. It is agreed by the parties that the make-up day is not to be used to make up time last due to recognized holidays. If an Employer elects to work four 10-hour days,between the hours of 6:30 a.m.and 6:30 p.m.in any week,work performed more than ten 10 hours per day or forty (40) hours per week shall be paid at time and one half(1'/2) the hourly wage rate plus fringe a benefits Monday through Friday. If an Employer is working 10-hour days and loses a day due to inclement weather, the Employer may work ten(10) hours on.Friday at straight time. Friday must be scheduled for no more than ten (10) hours at the straight time rate, but all hours worked over the forty(40)hour Monday through Friday will be paid at time and one-half(1 ''/2) the hourly wage rate plus fringe benefits. All Millwright work performed in excess of the regular work day and on Saturday shall be compensated for at time and one-half (1'1/2) the regular Millwright hourly wage rate plus fringe benefits. The regular work day starting of 8:00 a.m. (and resulting quitting ` time of 4:30 p.m.)may be moved forward to 6:00 am. or delayed one(1)hour to 9:00 a.m, All work accomplished on Sundays and recognized holidays, or days observed as recognized holidays, shall be compensated for at double (2)the regular hourly rate of wages plus fringe benefits. NOTE: All overtime is computed on the hourly wage rate plus an amount equal to the fringe benefits. 1 , NO. 86: Means the regular work week shall consist of five (5) days, Monday through Friday,beginning at 8:00 am. and ending at 4:30 p.m. The regular work day beginning time may be advanced one or two hours or delayed by one hour. All overtime work performed on Monday through Saturday shall be paid at time and one-half(l'/2)of the hourly rate plus an amount equal to one-half ('/2) of the hourly Total Indicated Fringe Benefits. All work 1 at double le 2 the hourly rate plus an amount equal to a � performed on Sundays and recognized holidays shall be paid t b O y p Q the hourly Total Indicated Fringe Benefits. NO. 91: Means eight (8) howl shall constitute a day's work commencing at 8:00 a.m. and ending at 4:30 p.m., allowing one-half('/2)hour for lunch. The option exists for the Employer to use a flexible starting time between the { hours of 7:00 a.m. raid 9:00 a.m. The regular work week shall consist of forty (40) hours of five (5) work days, ` ' Monday through Friday. Employees shall receive double(2) time for over eight(8)hours in a work day or for over f y, t . forty (40) hours in a work week from Monday through Friday. Saturdays, Sundays and recognized holidays shall �. be paid at the double(2)time rate of pay. 1 `r ANNUAL WAGE ORDER NO.7 AW70140•1'.UOC Page 3of4Pages !' uwWAuJiNtr'�lIU l.dH 'u -••• .•"" .x+{.Lt:l•S.J.•NUw':".rvww butry.UMfYYr'}IYhK/.WM- f l "�!vthva�ida.7�•..t71r,�:mKr+�+�xcumr w+ .Ga�srtrsnc..H[,:rr•,.rre,..,•...«..-_.,.. . . . •�• -•.•»•+ �. .; . tiq. f ,. .. 6" CALIAWAY COUNTY OVERTIME RATES—BUILDING CONSTRUCTION NO. 94: Means eight (8) hours shall constitute a days work between the hours of 8:00 a.m. and 5:00 p.m. The regular workday starting time of 8:00 a.m. (and resulting quitting time of 4:30 p.m.) may be moved forward to 6:00 a.m. or delayed one (1) hour to 9:00 a.m. All work performed in excess of the regular work day and on Saturday -'" shall be compensated at one and one-half(1'/2)times the regular pay. In the event time is lost during the work week due to weather conditions, the Employer may schedule work on the following Saturday at straight time. All work accomplished on Sunday and holidays shall be compensated at double the regular rate of wages. LJ NO. 101: Means eight (8) hours a day shall constitute a standard work day, and forty (40) hours per week shall constitute a week's work,which shall begin on Monday and end on Friday. All time worked outside of the standard work ;. ;;y.. •. day nd on Saturday shall be classified as overtime and d the rate of time and one-half 1'/z (except as herein Y Y � provided). All time worked on Sunday and recognized holidays shall be paid at the rate of double(2)time. Starting time may be as early as 6:00 a.m and end as late as 5:30 p.m. The Employer has the option of working either five(5) eight- hour days or four(4)ten-hour days to constitute a normal forty(40)hour work week. When a four(4)ten-hour day work week is in effect, the standard work day shall be consecutive ten (10)hour periods between the hours of 6:30 am and 6:30 p.m. Forty(40)hours per week shall constitute a week's worst Monday through Thursday,inclusive. In the event the gtrTi job is down for any reason beyond the Employer's control, then Friday and/or Saturday may, at the option of the Employer,be wonted as a matte-up day; straight time not to exceed ten(10)hours per day or forty(40)hours per week All work over ten(10)hours in one day or forty(40)hours in a 4-10's work week shall be paid at the overtime rate of time and one-half(1'/z). When using a five (5)day eight(8) hour work week, and the job is down for any reason beyond the Employees control,then Saturday may,at the option of the Employer,be worked as a make-up day;straight time not to {''� ''','• � .: exceed eight(8)hours per day or forty(40)hours per weeks NO. 110: Means eight (8) hours between the hours of 8:00 a.m. and 4:30 p.m. shall constitute a work day. jEmployees shall have a lunch period of thirty (30) minutes. T'he ,Employer may provide a lunch period of one (1) { hour, and in that event, the workday shall commence at 8:00 a.m. and end at 5:00 p.m. The workweek shall commence at 8:00 a.m. on Monday and shall end at 4:30 p.m. on Friday(or 5:00 pan. on Friday if the Employer �j,.:•}.,: grants a lunch period of one (1) hour). All work performed before 8:00 am. and after 4:30 p.m. (or 5:00 p.m. ,-•, V.,,, where one (1) hour lunch is gnmted for lunch)or on Saturday, except as herein provided, shall be compensated at one and one-half(1'/z) times the regular hourly rate of pay for the work performed. All work performed on Sunday and on recognized holidays shall be compensated at double 2 the regular hourly rate of pay for the work i performed. If an Employer is prevented from working forty (40) hours, Monday through Friday, or any part 1 thereof by reason of inclement weather(rain and mud), Saturday or any part thereof may be worked as a make-up = day at the straight time rate. The Employer shall have the option of working five eight (8) hour days or four ten (10)hour days Monday through Friday. If an Employer elects to work five(5)eight(8)hour days during any work ..,,; week, hours worked more than eight (8) per day or forty (40) hours per week shall be paid at time and one-half (1'/a) the hourly rate Monday through Friday. if an Employer elects to work four (4) ten (10)hour days in any week, work performed more than ten (10)hours per day or forty(40)hours per week shall be paid at time and one- . j half(1'/2) the hourly rate Monday through Friday. If an Employer is working ten(10)hour days and loses a day { due to inclement weather, they may work ten (10) hours Friday at straight time. Friday must be scheduled for at least eight (8) hours and no more than ten (10) hours at the straight time rate, but all hours worked over the forty (40)hours Monday through Friday will be paid at time and one-half(1'/s)overtime rate. "M t� ANNUAL WAGE ORDER NO.7 AW70140'1'.DOC Page 4 of 4 Pagan '+',•:nir+c" ,.+,»a.. .-.w u^nYnfiuY&L'{VdliMfxe..r'w •.r.�.�'• �.,.,.,.w.wnhzx+ne.•n+;:>.rxt ...+.rt7raar<m.W..•••«•'r+ : �,{��' �f: .�. +, { it.� .. . . i { 7 S,js t+ .541�nAt.+rl✓. t•a..yr..,. > ,.•>... ..v,—,.,. .. .. . i , .... . ... • .... ...... .... ..s t . .•.. :. .. a........,,w................. t .�• i /ti 4 ( F2 1 i 1 CALLAWAY COUNTY HOLIDAY RATE SCHEDULE—BUILDING CONSTRUCTION NO.3:All work done on New Year's Day,Decoration Day,July 4th,Labor Day,Veteran's Day, Thanksgiving Day and Christmas Day shall be paid at the double time rate of pay. Whenever any such . holidays fall on a Suunday,the following Monday shall be observed as a holiday. NO.4:All work done on New Year's Day,Memorial Day,Independence Day,Labor Day,Thanksgiving ' and Christmas Day shall be paid at the double time rate of pay. If any of the above holidays fall on Sunday, Monday will be observed as the recognized holiday. If any of the above holidays fall on Saturday,Friday s:• ';'; will be observed as the recognized holiday. NO.5: All work that shall be done on New Year's'Day,Memorial Day,Fourth of July, Labor Day, Veteran's Day,Thanksgiving Day,and Christmas Day shall be paid at the double(2)time rate of pay. k3 NO.7:All work done on New Year's Day,Memorial Day, Independence Day,Labor Day,Veteran's Day, Thanksgiving Day, and Christmas Day shall be paid at the double time rate of pay. If a holiday falls on a + Sunday,it sliall be observed on the Monday. if a holiday falls on a Satuniay,it shall be observed on the preceding Friday. NO.8: All work done on New Year's Day,Memori al Da y, Independence D ay,Labor Da y,Veteran's Day, !' Thanksgiving Day,and Christmas Day,or days observed as such,shall be paid at the double time rate of t: pay. The Friday following Thanksgiving will be worked at the Employer's option, If worked, it will be at t . �' r the regular hourly rate of pay. NO. 15:All work accomplished on the recognized holidays of New Year's Day,Decoration Day(Memorial Day),Independence Day(Fourth of July),Labor Day,Veteran's Day,Thanksgiving Day and Christmas Day,or days observed as these named holidays,shall be compensated for at double(2)the regular hourly rate of wages plus fringe benefits. If a holiday falls on Saturday,it shall be observed on the preceding ' tAms'a:a ,. Friday. if a holiday falls on a Sunday, it shall be observed on the following Monday. 'No work shall be performed on Labor Day,Christmas Day, Decoration Day or Independence Day except to preserve life or ro p ert p Y• 04 NO. 19:All work done on New Year's Day, Memorial Day, July 4th,Labor Day,Thanksgiving Day,and Christmas Day shall be paid at the double tune rate of pay. The employee may take off Friday following ,1 Thanksgiving Day. However, the employee shall notify his or her Foreman,General Foreman or !: Superintendent on the Wednesday preceding Thanksgiving Day. When one of the above holidays falls on Sunday,the following Monday shall be considered the holiday and all work performed on said day shall be .,� at the double(2)time rate. When one of the holidays falls on Saturday, the preceding Friday shall be considered the holiday and all work performed on said day shall beat the double(2)time rate. NO.23- All work done on New Year's Day,Memorial Day, Independence Day,Labor Day,Veteran's Day, ' Thanksgiving Day,Christmas Day and Sundays shall be recognized holidays and shall be paid at the double time rate of pay. When a holiday falls on Sunday,the following Monday shall be considered a holiday. NO. 54:All work done on New Year's, Memorial Day,Independence Day,Labor Day,Thanksgiving Day, b the Friday after Thanksgiving Day,and Christmas Day shall be paid at the double(2)time rate of pay. When a holiday falls on Saturday,it shall be observed on Friday. When a holiday falls on Sunday,it shall " be observed on Monday. NO. 60: All work performed on New Year's Day,Armistice Day(Veterans Day),Decoration Day (Memorial Day), Independence Day(Fourth of July),Thanksgiving Day and Christmas Day shall be paid { at the double time rate of pay. No work shall be performed on Labor Day except when triple(3)time is paid. When a holiday falls on Saturday, Friday will be observed as the holiday. When a holiday falls on Sunday,the following Monday shall be observed as the holiday. � - . .! ANNUAL WAGE ORDER NO. 7 AW7014HDY,DO(; Page 1 6r2 Pages v` �{4. y ': { �"±�ncutotrasAZS>iRr�xcgWure+r>�riiarnrrnszewmtF&. ttiY{tt�,G�ja:�'e�ykatsur•,.,........--... __.,..,.ten.. :.,«ev.r,.,,�,d,�..,..._.... .•wrraa,w+avwfr�.......-• r t r �, ..� g � i l ' '• 4 tt tt. f ;7tE','q' "'t. 1 f.',.y' a�•,vy, h .t}:. Y :. t r rr1 c Y4f p3i. tt" t it'}P'Y' i �" S' .� �!�, J t, ,, T ;}•., ✓ .; •,f� t l , x t � a rt •�,:tY�Y+�,� s, Q5' s° f: „t ,y fi 7':' ` ;✓n ;"yhj,t.+f yrr. '^ tr.'t'.11:u� t�txti'x 4It }i<.,t Sr Ct .t v .i,7✓mss t.d. :..,,t �k,.;f rr ti5j etr+w t,. +y ry';�. .! t n � T k�}##r„b�vT" ,, � , t ..,�. { fJ� II .r x f fy vx�*rr `,•.5 se r � '�JjY, .. �:, �i } �', 60;y 99v r't, s .' f•�fs* , Y }, rda3 �`°. t WSJ�.uJtt 1 i. +� s l i tils K:, , Sif �ii � . AAL �r A�.,tt��t•�,+k�YtC l�i� �'1 y1xd�. [ i ,l�J`7 1�'1 �•i'r � j,"f1f} r a r :i t r .t., w .x y+✓3i7�i �t��'J r�.:.�'F1�s �sT uv',!*rp ��Sl t',f, t. ��r Y, c�r �1 '£-�t yr��'��t.•�x4'�f��'n�~��'v;�a4��k,;3'j{'t a�, ��.j J`.i: ,� .y' , ' f t' 4� Ft��,.s•.�'<{J�,?„qt�?,�t;!�;z£.' icy � �"ggS'Yt q � a A'�h6%f�.�i,t'.. d�d..?b"4�• ;�51� 'r�'.:,>�L�'•�7 .+.�l'�L�ir�a p}}'+ "w tr:t t.{r t �f tt,:'f{".r v;.,yls q,.rY Stit '4. f7 !�`r}:r �� K�?�+�`: ��tT` i• +. � p�'��h�"-i s ��i ) �'�",:f1 rr" �• `„l�f. ,ka- ;t} � It if+t} r 4s , '� s;i l�y,'�W 5+.�} .tf�t t;�t�.r3 'k;'�Y�''f. I,��r }� � 't �ti,; � cwaal::::a«u° °.�t>3;:,: �itta} .``�Y�i3r'' ti bi;.�.�ri�f'.?s�r§i�.,tf��.;?i,�:.`w'W �ii'' ti o 3 't.'::.:Y, ,< j� ',y�e �#: •�' t � } 9�Jd Y T' CALLAWAY COUNTY x�. it�.ri•G�#�''r 3:- ,.Si,anss t a L.r "rfzHOLIDAY RATE SCHEDULE BUILDING CONSTRUCTION ' NO.66: �'� � ` All work performed on Sundays and the following recognized holidays,or the days observed as E` such, of New Year's Day,Decoration Day,Fourth of July,Labor Day, Veteran's Day,Thanksgiving Da x and Christmas Day,shall be paid at double(2)the hourly rate plus an amount equal to the hourly To Indicated Fringe Benefits. Whenever any such holidays fall on a Sunday,the following Monday shall be observed as a holiday. NO.69: All work performed on New Year's Day,Memorial Day, Independence Day(Fourth of July), Labor Day, Veteran's Da �Thanksgiving Day,the day after Thanksgiving Day,Christmas Eve and Im' Christmas Day shall be paid at the double(2)time rate of pay. Whenever any such holiday falls on a Sunday,the following Monday shall be observed as a holiday. 'q�Y On +2 ,r. �1 "r ,)l u 'tat,` ”' .�• a.��"' !I i ,fir i r` ANNUAL WAGE ORDER NO,7 AW7014HUY.11OC Pago2 oft Pages f Y xeN+' i+ •6 +ii It F T,�,f�� 4!t 1� ?`�F�: +,v Wi! ,5�• ;5}pm#�i �,��: 1�5'i,��,:..�S�+L.t. `�,�,13#"�^�,$'bl�-'ti,�u'��£��r�t�`��J�'%�';� r�'1 r ,. .5� S t r' �s;d"�°�y t �.+�,}aJ�.. + {t bra` 4g ,�i�,h, dt,�kst,�r$�J a f';'r� '�f•'`'�.4#�.+,��"t';.a5'.7F14',�,-js.,!;ia:� 'S;ri ° f , "�i # 3t!�'+'Y<sy tciir �j'P il t .U4 S}. .Ft}f t.,i('#' ' S,,}8*. �t,#J J ..,�: i,•�� r T 3�S`��tt.sr ! vJ,lt �A h` ��. •+�;��T r,S+i N b ,ts* t `p ;uSe{r5�.rct' t ;� iV.v i`.dI �r t..'3 t. }� t i}S�rt, 5•>�'S) yyI {7'7:�I,:1,`.:7� }. "�.�1 r.t5. ,I{;. s :t'. it.1i $f:'A.<rt{. ?�<s^f:14.;$t'��dC>i' .<ji�;'�4��2.'�'•• .•ry r •t ''�', ;i /+y7t tt cS d f..G ri T'`'` {.'Cr t i a t'i� 4Y ��fr 'rk.yy..s,1 4 .y4 S i t'std''t48 'ti# w5'.i+` 'cR :{f�� SS t+ 4 ... ..........g. .t t 7i:&'ti" r11 Y r, �.Y ,:rt?tr( f.:�, "t� r,rr s'; 1� rj;'t..tt.'.9.„�•t±t�}`�2 �iy�,fG°.,�:;f�,� Jttryti' f xt f� i ;XtrG i �q t�r..rY� j anJn ,t4,r+aFxaY'I.iairMWrr�r'ai'1<VXi W/'4ir4rYSw�FrWr.... t �.�,e(.M1 t 1,t?r{rk.v�� 1i�7' {^�'f�;%fY. t` rri��.,H^M'TSatTYel}'aYV,'4't1tlMRM+kvtwerr..iwa.•,.-w-.r.a.s.r.... ..,.. .-, ...a..v.e r;t.Y nrMa ..#^"9r.1r?If .I.wen.+.,n.. ... .. ...�. n+� .r......... u.:. t� � �' l xtr r ,/•: 1 ( � t. •4Sa�. t4 tG�, Heavy Construction Rates for REPLACEMENT PAGE Section 014 • '„,r CALLAWAY County "Effective basic over- OCCUPATIONAL TITLE Date of Hourly Time Holiday Total Fringe Benefits '` ?-i Increase Rates Rates Rates CARPENTER I x ' �Ifl��,1:�r{!�n,.'r�'.f'�'^t`'..!'�;/�rk:'i I y`,.�1 I.-�..1�r I�'7 1111 j d,�''•".f f j e k,.:°�i'1,'i'4��y"ww.`I,"�,-",ww�[i T•.:�Y ^Pl`f:t?-.4y�r.r t�r�i"�u.';'�.-e••r:°t,!:a..:'!ni;9t'.Ji N,y Jtovt u' rs,S nw F re.s..•.'m�•t.}}u.e`t�°c n:`S.i}'ir�°,.t�3 3r'r,:f:.t v:,:1.!}1.,.s1..r.4 t t,k!yy�t;>[,,� .[,i•({t i s't. ptM'.�.....r.•C. .5/00 +/s0:,"s 0 t i $22.33 .rr2:2.:.,13.{3 r<• 7 hpwatytan1ptta6 a N .�$t..•t}�',.:>6•:S r�.0f J1 Millwright 5/00 $22.33 7 16 $6.01 Pile Driver Worker 5/00 $22.33 7 16 $6.01 OPERATING ENGINEER 5/00 $20.35 21 5 Grou I $10.69 Group II 5/00 $20,00 21 5 $10.69 Group III 5/00 $19.80 21 5 $10.69 Group IV 5/00 $16.15 21 5 $10.69 Oiler-Driver 5/00 $16.15 21 5 $10.6 9 LABORER General Laborer 5/00 $19.20 2 4 $5.90 Skilled Laborer 5/00 $19.80 2 4 $5.90 TRUCK DRIVER-TEAMSTER Group I 5/00 $20.72 2 4 $5.25 Grou II 5/00 $20.88 2 4 $5.25 Grou III 5/00 $20.87 2 4 $5.25 Group IV 5100 $20.99 2 4 $5.25�s.rt1}'•'°t,.:.s ,.{�'):;:,.t 1r 1 t�„�,rt.,.t".,:�,r,s 1 7 f.:1t..t.j�'��.ty'.y t.2�}:T.t�/V...i';rT.rw:S.:.�S r.p��'r�+vy M'c:��.-F'R'A i�t+r`.,'t.r"j�+�''4?Jt�r 4;,,'w.Far.,�5 f'r'Cyf'„t, .yt,4,��F'x yyx{(,F�x�}f�<'fiva iat t� ,tl�tt,f1.'•��rLtr4:v'��*Annual Incremental Increase ANNUAL WAGE ORDER NO.7 7/00 r?�'�?4;c rvt k".<,d t,ttt;t"rtrt`''`;}�f<:�1s`t,r,:.�1;�z'>`�"1,K',,•,Li,;77'��ti• �;e 4�:.;r rr,n!j'+��•'�'�e°s•;<:j;{;t.I�t}{`�'h rsSs'ry t'Zcy��tti,;`';;,'X��V�A,,n�;�`` ?t�,G,ti'.,ti x=l4�{5"1;}.hh�}?;?•'.Y r•k';�1-�'•.r`:rF ttr fl1 F ri � .t 1. 77) ' t 1 f..,''•G�a'f Y •:.i44a n�t ft.' (''fl a f.r•��;f�,�,.'�ij`'5.%o 1=:j��'�e:;��S{{1:''i,; .:� ,:• ,,.. ''.• `;. i '1`. , f .t. � ', }' : , {rt} .'a�.r:y...,7'i=:�fa;#r.y+}t7t/ !•'„ts.F, •t:;a t tit t i. .:f,.,� ,5, r 1 1. !ct` J �. f Gw.,..Zs '3++�„�rt�ca�J';f`;' rr :� n�i• '!'t;i`f td.��,� ,•�'.t� <,,::...�., ,}�,i,t„ r + 1 �, j 1. s r i} r a.,t.-z n ,.i�.,i,.f:�:+`.. r-:,. 'f..�� ,; ''y,s�, f(� ,G':.,� rs kt"' r .p.,tFP,. , ?rd, f � S � r t. ',•, :•n '4.. 'n�f1 z. .�?,1}:.+k .';'.,?i�r'•^,(+^SS!�.,,. �vr �'(t r9•,w 9e e..a..:;. � .r t: t.. t s=. sr. ,,: t ; ,ns ry < '�' r.z.rr,.,�?•r ..t,..•r•, r ..5. 5,.:+1;h..'d•f.;..'r 1yi.�r4t t,?. ll n{�, •t. �l� �4 I �: j /.:v„s,..k.,st, :1� x.�((`" <ti{ i:'l•:,'F}��.,t.}k F�. ��;N�r'u'!a..,'JJr'kkl•'. 1�}5�� ' (,pa, .. {'. .r o-:S. !'^.•.J.' r1rr, .+I; r, :f, .f �•' Est 3. t. „r:' fe }:,,, t%`, J 3`*.}. t,,xt.. .l; CG"'t rr�t I ��r�+t7 ,SS. = t� tr! ?, t } 1! .� .,,! z , , ;:{f �,f.e�.r}r.. 4t?,4y t�•.;,5i ,.P it•erYr ^.Y'.,.; tlit �� r,r i�•� ;', �i r r . ; , .j, .��) , f rt'St..<�teS ..3r=. t) fJ.x•rz jnp=,t�`+{ z �& ..�......41.1.,.x..:":;..� ;.,....,�.,_..... .,:.,,•:,,.,. ,., . .. :.,;' ... ,:., l a a. 1 1 I, "J OVERTIME RATE SCIiEDULE- HEAVY CONSTRUCTION 17 11 i 1 � 1 NO. 1: Means (8)hours shall constitute the regular work day between time that may be advanced � t'- ;�1 or delayed by two (2) hours on either side of 8:00 AM. The Employer may establish a work l week consisting of four(4) days,Monday through Thursday,each day consisting of ten(10) hours straight time. The four(4)tens(I Os) must run for a period of at least four(4) days, Monday through Thursday. All work on Friday on a four(4) tens (10)project will be paid at the rate of time and one-half(I%2). All work performed on Saturday shall be paid at time and one- half(1'/2). All work performed on Sundays and recognized holidays must be paid at double (2) time. All work performed prior to or after the regular eight 8 hour work day, or ten 10 hour P p g g ( ) work day,as described above shall be paid at time and one-half(1'/2) the regular rate. NO. 2: Means a regular work week of forty (40)hours will start on Monday and end on Friday. The regular workday shall be either eight (8)or ten(10)hours. If a crew is prevented from working forty(40)hours Monday through Friday, or any part thereof, by reason of inclement weather, Saturday or any part thereof may be worked as a make-up day at the straight time rate to complete forty (40)hours of work in a week. Employees who are part of a regular crew on a ' make-up day, notwithstanding the fact that they may not have been employed the entire week, ts shall work Saturday at the straight time rate. Time & one-half(1%2) shall be paid for all hours in ( ' excess of eight(8)hours per day(if working 5-8's)or ten (10)hours per day (if working 4-10's), '.l or forty (40) hours per week, Monday through Friday. For all time worked on Saturday (unless Saturday or any portion of said day is worked as make-up to complete forty hours), time and one-half(I'/2)shall be paid. For all time worked on Sunday and recognized holidays, double (2) I time shall be paid. r ; i NO. 3: Means a regular work week shall consist of not more than forty (40)hours of work and ti all work performed over and above ten(l0)hours per day or forty (40) hours per week shall be �.. ,;;{ ;=:;:,+; •'`', paid at the rate of time &one-half(1%2). Workers shall receive time and one-half(1'/2) for all work performed on Sundays and recognized holidays. Double (2) time shall be paid for work j performed on Sundays or recognized holidays when and only if any other craft employees of the same employer at work on that same job site are receiving double (2) time pay for that Sunday or 'i Holiday work. A work day is to begin between 6:00 a.m, and 9:00 a.m. at the option of the Employer except when inclement weather or other conditions beyond the reasonable control of the Employer prevents work, in which event, the starting time may be delayed, but not later than 12:00 noon. Where one of the recognized holidays falls or is observed during the work week, then all work performed over and above thirty-two p � tty-two (32) hours in that week shall be paid at the rate of time and one-half(1'/z). ' � I`11L1t�5 NO.4: Means a regular work week shall consist of not more than forty (40)hours of work °' iMl Monday through Saturday, and all work perfornled over and above ten 10 hours per day and forty (40) hours per week shall be paid at the rate of time &one-half(I%2). Workers shall i : receive time and one-half(1'/x) for all work performed on Sundays and holidays. A work day is to begin between 6:00 a.m. and 9:00 a.m. at the option of the Employer except when inclement ' weather or other conditions beyond the reasonable control of the Employer prevent work, in �j Ei trt n* 3 ;'. which event, the starting time may be delayed,but not later then 12:00 noon. When a holiday i s t falls during the normal work week, Monday through Friday, it shall be counted as eight (8) hours toward a forty(40)hour week; however, no reimbursement for this eight(8)hours is to be paid to the worker(s) unless worked. ,. ;.' r ANNUAL WAGE ORDER NO. 7 by nt.nwT � 3/00 �........1„�,,,,,,,,,,,,,n,... ..... rt..w�+rvnnznrnxaairarau reves,..n.,.•................. _........ _ .l<'7-4' tisGtrdr .r^^" y,7 L„s+ry i��p{i It 1:1`i .r• t,+r �� '� t y •iM'F'Lt+9\yvx*t"i,t rr,tltPHV^,,ri+Cwr...e,.w.,.... ., ... ', .. .,...... .. ,;,'.;•.. .,. .. ........ .ten. i r.T'. '+t S+ .t'..eAt.. .r..rw.,.,....... ,. 5,1•. , t t ! OVERTIME RATE SCHEDULE- HEAVY CONSTRUCTION �. NO. 5: Means a regular work week shall consist of not more that forty(40)hours work,Monday through Saturday, and all work performed over and above ten (10)hours per day and forty(40) hours per week shall be paid at the rate of time &one-half(1'h). Workmen shall receive time ' and one-half(1 %) for all work performed on Sundays and recognized holidays or days observed # as such. Double (2)time shall be paid on Sunday or recognized holidays when and only if any 4 other craft employees of the same employer at work on that same job site are receiving double (2) time pay for that Sunday or holiday. If a job can't work forty(40)hours, Monday through Saturday,because of inclement weather or other conditions beyond the control of the Employer, Friday and Saturday may be worked as make up days at straight time (if working 4-10's), Saturday may be worked as a make up day at straight time (if working 5-8's). Make up days ! shall not be utilized for days lost to holidays. Where one of the holidays falls or is observed 7 during the work week,then all work performed over and above thirty-two (32) hours shall be paid at time &one-half(1%2). .� NO. 6: Means eight(8)hours shall constitute the regular work day and forty(40) hours a work i week, Monday through Friday. The Employer shall establish the starting time between 7:00 a.m. and 9:00 a.m. Time and one-half(1%2) shall be paid for work performed on a regular work day ; before the regular starting time and after the regular quitting time. Double(2) time shall be paid for work performed on Sunday and holidays. At the discretion of the Employer, Saturday can be i used for a make-up day. The Employer when working on highway and road work may have the option to schedule the work week for his paving crew only from Monday through Thursday at ten (10)hours per day at the straight time rate of pay with all hours in excess of ten (10)hours in an one day to be at the applicable overtime rate. If Employer elects to work from Monday E Y Y PP Y through Thursday and is stopped due to inclement weather rain, snow, sleet falling) he shall g Y PP ( g) r c have the option to work Friday at the straight time rate of pay to complete his or her forty(40) a"`' ?,r.,. •' hours. i;�.,:�., �a NO. 7: Means the regular work week shall start on Monday and end on Friday, except where the Employer elects to work Monday through Thursday,ten (10) hours per day. All work over ten (10)hours in a day or forty (40) hours in a week shall be at the overtime rate of one and one-half ;:,,„r,_. +.•. 1 (1'/z)times the regular hourly rate. The regular work day shall be either eight (8)or ten(10) hours. if a job can't work forty (40) hours Monday through Friday because of inclement weather or other conditions beyond the control of the Employer, Friday or Saturday may be worked as a t make-up day at straight time (if working 4-10's . Saturday may be worked as a make-up day at , straight time (if working 5-8's). Make-up days shall not be utilized for days lost from holidays. ;! Except as worked as a make-up day, time on Saturday shall be worked at one and one-half(1/z) '1 times the regular rate. Work performed on Sunday shall be paid at two (2)times the regular rate. Work performed on recognized holidays or days observed as such, shall also be paid at the double (2)time rate of pay. k� r hvyot.110 ANNUAL WAGE ORDER NO. 7 3i00 I Iwo './.':'1 •'t.��'i'i.,4N•ls fit" '')' 'tiE ^••.�.+.waw:avie..T,aw-.r.w.n+,.+»--•— ... ,.rawwao.amrvw..+^+••+^ . 1 r t°�13�f. ,�. r. •,t t ti 1 r3 S r i I`tr''4pt,>1,dr(1 ..v.«.r,nn a....,....,.«.,.....- ., ..... .. , .. :< .. ... ._ ... ... .......-.. n :'Y,r ...f.e J•frW.'n.<.r ....,».............. .. ... ..._.t,:.n++r.aB '•s` + ' ,:t: OVERTIME RATE SCHEDULE-HEAVY CONSTRUCTIONr NO. 8: Means eight (8)hours shall constitute a regular workday, Monday through Friday. Time r, and one-half(1'/z) shall be paid for work performed in excess of eight(8)hours on any regular �^3 workday. An Employer may have the option to schedule his workweek from Monday through Thursday at ten(10)hours per day at the straight time rate of pay with all hours in excess of ten j (10)hours in anyone day to beat the applicable overtime rate of time and one-half(1'/s). If an Employer elects to work from Monday through Thursday and is stopped due to inclement ; weather(rain, snow, sleet falling)he shall have the option to work Friday at the straight time rate of pay to complete his forty(40)hours. However, should a holiday occur, Monday through YJ •Sty�'' ':�:'.�..,... i II Thursday,the Employer shall have the option to work Friday at the straight time rate of pay to fff complete his fort 40 hours. Time and one-half I/�) shall be paid for work performed on Saturdays. Double (2)time shall be paid for work performed on Sundays and recognized holidays. NO. 9: Means eight (8)hours shall constitute a normal day's work Monday through Friday. Any time worked over eight(8)hours per day or forty(40)hours per week will be paid at time and { one-half(11/2)rate. Work may be scheduled on a four (4) days a week(Monday through Thursday) at ten (10) hours a day schedule. If such schedule is employed, then Friday may be ! ` E used as a make-up day when time is lost due to inclement weather. All work over ten(10)hours ra a day r over for 40 hours a week must be aid at time and one-half 1% . If an Employer Y t?'( ) P ( ) has started the work week on a five-day, ei ht-hours a day schedule and due to inclement = ' '"?'"';•`;.: weather misses any time, then he may switch to a nine or ten hours a day schedule, at straight time, for the remainder of that work week in order to make up the lost time (10-hour make-up day). All work performed on Saturday shall be paid at time and one-half(1'/z). Double(2) time �- h shall be paid for all time worked on Sundays and recognized holidays. In such.instances where a recognized holiday is observed during the work week, it shall be counted as eight(8)hours towards a fort 40 hour work week, then all work performed over and above thirty-two 32 ''"'�`,n,Aw, hours in that week would be aid at the rate of time & i p are-half(1'/z). � a `.t.. I NO. 10: Means the regular work week shall consist of five (5) days, Monday through Friday, ,i beginning at 8:00 a.m. and ending at 4:30 p.m. The starting time may be either advanced or i delayed one hour or two hours at the discretion of the Employer. The Employer may have the •; option to schedule his work week from Monday through Thursday at ten (10) hours per day at the straight time rate of pay with all hours in excess of ten(10)hours in any one day to be at the applicable overtime rate. If the Employer elects to work Monday through Thursday and is stopped due to inclement weather(rain, snow, sleet falling), the Employer shall have the option to work Friday at the straight time rate of pay to complete the forty(40)hour work week. All i necessary overtime and work performed on Saturday, shall be paid at time and one-half(1/2)the hourly rate, plus an amount equal to one-half(1/2)of the hourly Total Indicated Fringe Benefits. All work performed on Sundays and recognized holidays shall be paid at double (2)the hourly rate,plus an amount equal to the hourly Total Indicated Fringe Benefits. 11 CZ r 'M1t.'Yt's�,a,,•,, r hvynt.aO ANNUAL WAGE ORDER NO. 7 3/00 t u. 71 r.�y,, 3!- ^ S4;'fir'r , 1 ,�t. .a.>�k�d•;:cj:fi tY. ! .x tW .. :.+ r r t. . tj" ,L 1pr14 t��S•+t>:��;�F��»'t p� sta �.� , t . _ t , t .,T tt iy r! �if Yk.•:ls Rij } �' 1F � iro: � 7 Y .. 1 j�} , 1 vFt� �yi�(�t y�{I� �}• i,[�1�. iiy�T , ` W .w�4}t471:4YifNF4RFI;AW,tkiCk.iCHMw^X}.rh e:rro.L.wruSem++,,,...w.:.. ,..: ...,,,..r.•.. .� .t.T'.7^� id.;...t�.r.v '„ .,,.. _..�: . � � ... ,........ti.+:t.i.t.,i.x'»vF!.h+t>da+,k�?rF7AV5"+.'YSN.r»nn:c�:.....:.,....;,.... �:}Y. <1 Id!.f�� F�t�t `Lj. f � ��l�`k,t to,ttY nrJ..•��.:Q. OVERTIME RATE SCHEDULE- HEAVY CONSTRUCTION : ; ;.•:..,,: ,; NO. 11: Means the regular work day shall consist of eight(8)hours that shall begin between the �. hours of 7:00 a.m. and 8:00 a.m., Monday through Friday. The Employer may schedule his work week from Monday through Thursday at ten(10) hours per day at the straight time rate of pay with all hours in excess of ten (10) hours in any one day to be at the applicable overtime rate. If f the Employer elects to work from Monday through Thursday and is stopped due to inclement weather, rain, snow, sleet falling) he shall have the option to work Friday at the straight time rate of pay to complete his forty (40) hours. Time and one-half(1'/z) shall be paid for all overtime hours worked during the week, Monday through Friday, and for all work performed on Saturday. Double time shall be paid for all time worked on Sunday and recognized holidays. NO. 12: Means a regular work week shall consist of not more than forty(40)hours of work andt }"' i all work performed over and above ten(10)hours per day and forty (40)hours per week shall be paid at the rate of time&one-half(1'/z). Workers shall receive time and one-half(1%2)for all 3 ""1 work performed on recognized holidays. Where one of the holidays falls or is observed during 6J the normal work week,Monday through Friday,then all work performed over and above thirty- two (32)hours shall be paid at time and one-half(1'/z). NO. 13: Means all work done over ten(10)consecutive hours in any one(1)day (lunch period exce ted shall be paid at the rate of one and one-half 1 /z rimes the basic rate of pay, unless other basic crafts (except the Iron Workers)actually working on the job received one and one- half(1 '/z)times the basic rate of pay for working over eight (8)hours, in which case Cement .Masons shall receive one and one-half(1 /2)the basic rate of pay for working over eight (8) consecutive hours that day. Forty 40 hours Monday through Saturday, shall constitute one 1 �;' working week and shall be so recognized. All work done after forty(40) hours in any one week, when a crew has worked fort (40 hours at the basic rate of a during the same week,shall be Y ) pay g �, +,,,n•, � paid at the rate of one & one-half(1 %)times the basic rate of pay. Saturday is to be worked as a ! � make-up day at the straight time hourly rate of pay(up to forty (40)hours that week)provided, that Friday is worked as the first make-up day and Cement Masons received tams and one-half >}r' `t';f?1' (1'/Z) if other crafts working on the job on Saturday received time and one-half(1 '/z). The f ,_ contractor may elect a starting time from 6:00 a.m. to 8:00 a.m.,which shall be the regular �> starting time. Any work before the regular starting time or after the regular quitting time shall be at one and one-half(1 '/x)times the regular rate of pay. ,'3; "t}"•,/fir G..�li'. �' I'�•t''r,+�ii;ill,!.`;1;+'FS'. :i, nvyot.aO ANNUAL WAGE ORDER NO. 7 3/00 ;,it 'rt r. r� Ii7t F3i��yy��.. . .«.,,w,,,, f rl r ' *+x"'i>tS,w.ar+«�..+^.'.^'7^yr � r ,.:��r, �! I �TMGWS�►'..""• ,_{ .f { j .<r•:4 l+nr.t. :4.4 �'. t a .r� 'j ,,ti1-y,. r � �fA ,4 y; < �k }t 1 '� ^'t.s,r`.a. �.y .v 1 I +. , , ,;.{ rf.e.,.4':�li',�.•.��)A.�.3a�''�{. Djq;k[.�11f,;�S�:,',. ;� �rS:':ll'J;?`L tF.t 1, .f<'.{ { ) tl. , .:y'. ,!lii/1.v�..x�,r�S�:. JS ��x: yiJA d 'Y,•. j{.i`!7 t f�..f{ ` 1. {'t .�. f 4 s �. t I � { I .IS , �t t� .�I tt� '1 ',d rr,3�{4:zf�Y,iri� :� '.J 'L��• y�,1. Xj, .I:7 �., ,I{ S t,. i. } :. .i. ii• l } to J�,rt�• [, z es.;,, "'+' kl��'% '1,V 'r.� � t f F � I 4 Y' I l Y 5 �gM' �'1-,i•,'�• / j� S ( j'7 �+' ;� If :( 7t � '"$A1 S}..G,',1 ;tZ tii'''{ t •�S Y. ; r I ,.'.IS 'r;S �r sl ✓�I{+! (jZ�� .; .w>i �, St f r �r`=1 f� r;. .f ., r.4 t 1 ' ! .r I �} 7 }•�r G.t r , t wrety w rn.,.. .,.......,............ .... .,..... •,. :. ... . .. ... ..:.. .: .....•. .. ... ..... .. .., n i r a n ... ...,_..• ... .. .......w..,.w+x} t }St( ! I i 11 OVERTIME RATE SCHEDULE-HEAVY CONSTRUCTION r � t i NO. 14: Means eight(8) hours shall constitute the regular workday except when the Employer —, elects to work Four, 10-hour days as explained in this Section with starting time to be between S the hours of 6:00 am.and 9:00 a.m. as detennined by the Employer. This adjustable starting j time can, at the Employer's option,be staggered to permit starting portions of the work force at various times within the prescribed hours. Overtime is to be paid after eight(8)hours at the rate t of time and one-half(l 'h). The Employer may have the option to schedule his workweek from ± Monday through Thursday at ten (10)hours per day at the straight time rate of pay with all hours in excess of ten (10) hours in any one day to be at the applicable overtime rate of time and one- half(1 ''/;). If the Employer elects to work from Monday through Thursday and is stopped due to inclement weather(rain, snow, sleet falling) he shall have the option to work Friday at they straight time rate of pay to complete his forty(40) hours. However, should a holiday occur, Monday through Thursday, the Employer shall have the option to work Friday at the straight time rate of pay,unless work is halted due to inclement weather(rain, snow, sleet falling). The work week is to begin on Monday. Time and one-half(1 '/2)shall be paid for Saturday work. r Double (2)time shall be paid for Sunday work and work performed on recognized holidays. NO. 15: Means the regular work week shall consist of five (5) days, Monday through Friday, beginning at 8:00 a.m. and ending at 4:30 p.m. The regular work day beginning time may be ' ! advanced one or two hours or delayed one hour. The Employer may have the option to schedule the work week from Monday through Thursday at ten (10)hours per day at the straight time rate of pay with all hours in excess of ten (10) hours in any one day to be paid at the applicable ] overtime rate. If the Employer elects to work from Monday through Thursday and is stopped due to inclement weather(rain, snow, sleet falling), the Employer shall have the option to work Friday at the straight time rate of pay to complete the forty(40)hours for the work week. All ' overtime work performed on Monday through Saturday shall be paid at time and one-half(1 '/z) !t r the hourly rate plus an amount equal to one-half(1/2) of the hourly Total Indicated Fringe MP ;,. . Benefits. All work performed on Sundays and recognized holidays shall be paid at double (2) the hourly rate plus an amount equal to the hourly Total Indicated Fringe Benefits. NO. 16: Means eight(8)hours shall constitute the regular work day, between the hours of 6:30 "i a.m. and 5:30 p.m. in a five (5) day work week of Monday through Friday except when the employer elects to work four 10-hour days. The Employer may have the option to schedule his work week from Monday through Thursday at ten (10) hours per day at the straight time rate of pay with all hours in excess of ten (10)hours in any one day to be paid at the applicable overtime rate. If the Employer elects to work from Monday through Thursday and is stopped due to ;; :•;. inclement weather(rain, snow, sleet falling) the employer may have the option to work Friday at ( FSr�s..'f ;kx.• the straight time rate of pay to complete the (40)hour work week. However should a holiday occur, Monday through Thursday, the employer shall have the option to work Friday at the Y = , straight time rate of pay to complete the 40 hours. Time and one-half 1'/z shall be paid for work performed in excess of eight 8 hours in an 8-hour work week day, or in excess of ten 10- hours in a 10-hour work day, or outside the hours limiting a regular work day,Monday through Friday. Time and one-half(1'/z)shall be paid for work performed on Saturdays. Double(2)time shall be paid for work performed on Sundays and holidays. 1,414.v VJ �,Kte;= :•r�f`17F.7 ktr`,�yr.r: hvyoumli ANNUAL WAGE ORDER NO. 7 3/00 ,S/[., ,c'i�a tsj•�c i .Vii. "�''J.'-�-�(�M!t...'l M1 •.• •:. ^^` +nY i4MPbYri.lR4A%+1w....wuw•.w...� .,.... .,,.. - . }''Yl�'' .t,�`3``"{� Y: Z ! {. t,• !' t t i:SE {t�4 .r. -fir,.'+ �T' Ye�f• , OVERTIME RATE SCHEDULE-HEAVY CONSTRUCTION ,j NO, 17: Means eight(8) hours shall constitute the regular work day and forty(40)hours a work r week, Monday through Friday, The Employer shall establish the starting time between 6:30 a.m. through 9:00 a.m. An Employer may further adjust the starting time up to 9:30 AN. throughout 71 the year. Time and one-half(1'/z) shall be paid after eight(8)consecutive hours worked after the established starting time and for hours worked before the established starting time. Time and one-half(1'/z)shall be paid for work performed on Saturdays. Work performed on Sundays and Holidays shall be paid at the double (2) time rate of pay. The Employer when working on Highway and Road Work may have the option to schedule the work week for his paving crew Vill only from Monday through Thursday at ten(10) hours per day at the straight time rate of pay with all hours in excess of ten (10) hours in any one day to be at the applicable overtime rate of time and one-half(1%), If the Employer elects to work from Monday through Thursday and is � i,r, stopped due to inclement weather(rain, snow, sleet falling), the Employer shall have the option j to work Friday at the straight time rate of pay to complete the forty (40) hours. NO: 18: Means a regular work week shall consist of not more that forty (40)hours of work and ' all work performed over and above ten(10)hours per day or forty (40) hours per week shall be paid at the rate of time& one-half(1'/2). Workers shall receive time and one-half(1'/z)for all work performed on Sundays and recognized holidays. Double(2)time shall be paid for work I' performed on Sundays or recognized holidays when and only if any other craft employees of the same employer at work on that same job site are receiving double (2) time pay for that Sunday or Holiday work. A work day is to begin between 6:00 a.m, and 9:00 a.m. at the option of the Employer except when inclement weather or other conditions beyond the reasonable control of the Employer prevents work, in which event, the starting time may be delayed, but not later that ' ' o the recognized holidays falls or is observed during the work week 12:00 noon. Where one f > - + then all work performed over and above thirty-two (32) hours in that week shall be paid at the rate of time and one-half(1'/z). NO. 19: Means eight (8)hours shall constitute a day's work between the hours of 7:00 a.m, to ! 5:00 p.m. from Monday to Friday, inclusive. The work week shall be forty (40)hours, Monday through Friday. Any work in excess of forty (40)hours in one week shall be paid at the ar applicable overtime rate. At the Employer's option the work week can consist of five (5)eight (8) hour days or four(4) ten (10) hour days. In case of bad weather,or equipment breakdown, Friday may be used as a make-up day if four tens are being worked. If five eights are being I worked, Saturday may be used as a make-up day. If the Employer works five eight hour days, ` all time over eight hours in one day will be paid at the overtime rate. If the Employer works four ten hour days, all time over ten hours per day will be paid at the overtime rate. Time and one- u half(1'/z) shall be paid for the first two (2) hours of overtime work on any regular work day and any work performed before regular starting time and after regular quitting time and for the first ten (10) hours on Saturday. All work in excess of ten(10) hours regular work day and ten (10) i hours on Saturday and all work performed on Sunday and recognized holidays shall be double (2)time. t �1.y },t1Vc hvyntaiO ANNUAL WAGE ORDER NO. 7 3/00 00W: 4 `t �. 't N.,ANkk'U'AIRtRi.MFa7'erKUw_a�vwN`�.vnKalt4tA'fw',MY.tL9;181�w1L'bYAJ.a.%aHl++r... .-.",•.•. .z•....r-w.,.w+a.ha.,zti v w .. .• •••�+..nn+v+te.kx.•.'• •""W'�M � ' 'Ty '{' iY1� i � f s. ..,,'t f, t P ,'i,,i� ;1'`r s S 'f. ' 1 .. ` t tt, r, c Yi ,,. >c<...,,,.t.,frnn+.tr.r,rynaR•,x...,.,,..«......•......+ .,_.... ... . . ., ,. � �. ,.:+ar s:'c�P.t:.Vk{N.R"..ory{,{rry4;r,.nn f,,..r,,+.. � f •5 .r,+::,.i+s:+.�..�As+.ir.;.i•..>.i.:.:,..::w:, a s.....,..:»...... ....„r... ,.,.. 'i�4�; t t�s S�L� i�•'>_ �f Zq OVERTIME RATE SCHEDULE-HEAVY CONSTRUC'T'LON NO. 20: Means eight(8)hours shall constitute a day's work between the hours of 7:00 a.m. and Frida y, inclusive. The workweek shall be forty (40) hour 5:00 p.m. from Monday to s, Monday through Friday. Any work in excess of forty(40)hours in one week shall be paid at the applicable overtime rate. At the Employer's option the work week can consist of five(5) eight }f J (8)hour days or four(4)ten hour days. In case of bad weather,or equipment breakdown,Friday , may be used as a make-up day if four tens are being worked. If five eight's are being worked '°';k''`+``'�`} fy x`•'; Saturday may be used as a make-up day. If the Employer works five eight hour days,all time over eight hours in one day will be paid at the overtime rate. Time and one-half (1'/x) shall be s ; y:r't:A;,.=?• .. paid for the first two (2) hours of overtime work on any regular work day and any work performed before regular starting time and after regular quitting time and for the first ten(10) hours on Saturday. All work in excess of ten (10) hours regular work day and ten(10)hours on Saturday and all work performed on Sunday and recognized holidays shall be double(2) time. N0. 21: Means the regular work week shall consist of five (5)eight(8) hour days,Monday through Friday. The regular work day for which employees shall be compensated at straight time hourly rate of pay shall begin at 8:00 a.m. and end at 4:30 p.m. However, the project starting time may be advanced or delayed at the discretion of the Employer. At the discretion of the Employer,when working a five (5)day eight(8) hour schedule, Saturday may be used fora make-up day. The Employer may have the option to schedule his work from Monday through ?"" 2 } rate of pay with all hours in excess of ten "" na'`' ;q , s. Thursday at ten(10)hours per day at the straight time '.`t (10)hours in any one day to be paid at the overtime rate of time & one-half(1 'h). If the Employer elects to work from Monday through Thursday and is stopped due to circumstances ork Friday or Saturday at the straight time rate era: re,ti,J Sf� A t r' beyond his control, he shall have the option to w `i' r Workmen shall be paid one &one-half (40)hours per work week. �'` ""' '`�`'''�'"�"�' '`• of pay to complete his forty '" `�' Y'''"" '• ,. (1 ''/2)times the regular rate of wages for all hours worked in excess of eight (8) hours per day (ifiY'ta n rt working 5-8's),or ten(10)hours per day (if working 4-10's), or forty(40)hours per work week Monday through Friday (if working 5-8's)or Monday through Thursday (if working 4-10's), } •f, Unless used as make-up days to complete forty(40)hours per work week,time and one-half(l x'i'�< f• bS.`.:,r, ''/2) shall be paid on Saturday (when working 5-8's) and on Friday or Saturday (when working 4- 10's). Sundays and holidays shall be paid at the rate of double(2) time the regular rate of pay. sijs� �S,C,l�r l•' . i tit{`:V_; fk. . Z, + A f` ANNUAL.WAGE ORDER NO. 7 3/00 JF .m.rrtv�`.:ra+• -',,*•e^1 >t'}',.!,.+wa►«..�, !.wti�M+ �.wra,..+•.n^;^* , .t. ;,i "`"".,.w -warnetlraatrtixtivafnWC►ttR+fwatew,i.+nr! y rir :,vg y, ,{ f.;,t M1 ;lt'.+ ii•,2(dt;silrNf ,• '7"` .'` rrwra�4r}NN11 t: p 'l 4 rit .t .w+t r.• G[ �. , i. }. I tfA !<rl } 19�i�li t,f !i�(1! {. � f t a�:f•t F<`. t 1 � .ry �t �"; J j , J: � (.t {' ,�.y'�d��,;{; �'Ii t�i�h,�f�:V',i$${C�4:,'�,n�4�f ��, r. �{i�; ..5:2. 1^.7 `;J• x t + E .✓rt t ++) 't.t.. A'f` r;.{ r.f a It�. >>a' ,w t..t:•'.K t+r' :�•"' .{ f�h.: t' i' 1' l .t.�, .s. ,s :'r' a l .ra .} . { l�z eY,, t, i L.•z.. f ^,�5^}i�.�iyy.?!1.. }�f{ 1 t'y 1, ;k. +j :i.. Y ,.f i .i..S 1 h �1i(,,. '.71t�t,)w.5 ra li, �,Y tY'�ti;i�f�'•3 d�n q i .1 ;Y<t�1 ��r�.£`"i�.�`,'•L't' :1Xf�`;�'a: � "' Y{+. f 1 y �a t. Y t� f��tt � jt�"r r J. �l �h tr�K,b }� 4;�+?i;tf7,��s�" X�i!,ir e�;.. i, ., t ✓tt .! [ .ry i tt ,ya .1:lfa '� .5 lf� t TO,)(, ' • t ! t v tYrast I.}1`+Y�t h'�`t��nY y 1. ''t h:y,iK:r...�;v 4,,r fiy-�''.d Ct i Y..X,�•.�St;$T,,Y`.:••3„''1i11tr,,+`-�,�S'`r..'''sY.:�;.�i�rt l.:�Y O�r,"f r,al!tk.{iYY�,''t'...,}1;•,`ts,'!f n_:?:{ry,..,..yL�'}x.,.°P.��s„i.�t.`17}p 7 r.,��L rt,,,yr,ppQR.,r.uti'}(Yt'i:3'':t.'s�C?F-'<r.(fa1,t,t PA i.;J,`t..'.`�+wi ii>.:�,t:,,/,x��,j,,!,i.,..5.t..,t,.,f,l t k3 r-J.;{`I'z"',,.r,t'R.t f s l 7'.� r 7 ;. }.j t s',..r:�it'�.�l',.+t r tt i i�.' `::'.:,\.,'4.S¢,•/..,a f i r,,:?.�.,,j�*t. ,�',i,.t 1.1'.7,;�{:`1.=.,,4.�a,,4 5,+,?.t,'�r.F�,r Y.t.y4 4:�7 t.(i,:;i.cppi 4.�th y`r�,3+1�^t',,5'r�.,4.�'',,i+!.�`�;Et'.1t-a�.'2✓;)�;S.Y{.�p'31,�tr'^,,v::t��.t`.,th��!.+;�yy L'tGy`.-tr'i{w�y.t'v�"...,'t[,.'�y 6n t. 34 � , �;,,,�..,g}i". 4"� .Y n abS SY:tt_ '' ;� i t3 + j d :ti'.� ,{p,F+ .^t�>�� ,.""��.. cl , :,•r .x `�d'' R�'� .l 're rte' '.7 IL z t' r t r l ' ,.,'f✓ r i,�� t i.'.:. .:1}'`Y ,,t}{ ,}y�:t�• i sr �Sid�"+r• '� {��_)t�� ?}Y .•x«J✓ r, �l•:'f} •.iw•':t t ' F ,4,t. i', t :i,�l 4 i. a5t .Jt'."v ur t%'.;•5..` A� J�.t3;l,'r�.,l. t r• ..t .i `r'diS'f�,.S�,f4d.,,{ .'r f 'a t :1 .a.' .J `i r. !4^F '•i.t,A,'1.i,'"f '• ?F' ,r��r 'tYV:u„_f,f�;t't�,f:ttr,.,1N {f. t, r , � ,, ,,,;� s: € .,,, }. .7•( 5r7,_,. J)i•tr;; Y.yyrY? 'rl )t ,r„�.��}N+,.•7jfY2�ar z!r {,i.. $J"J/ x' ,'hl t. �r 1 t' ir.f ,'< St;.j .:. 7}; q ,Ci u,s� 'U X21"t!,.,�,,��5'� J, j f.d r;. tfl�, 57GiYat�z�!?�2it�at ,YiQlit�,��iQd�tik?/brwexxiedawwvn.«..::3 .., },. t�.,.i...,..L..,,"..w,rno�sm,*an,�•ur4'at�+axed Krixwrx „. t- � ��i S __ ... ..,. r� M✓;'`ti+ .,,«..,..,,„, / .:�?..,.«.,..«,,.i,��l lxMC4l+ai#•iriidw,atr'{,•it�RMN li�.l+.tnita,j►,:,t„11.2:�:J`F t�ii;afi ^u.� .,rS�r1�t ry "v�}i s t i t a OVERTIME RATE SCHEDULE- HEAVY CONSTRUCTION G'a; ;k ; 'iJ NO. 22: Means the regular work week shall start on Monday and end on Friday, except where the Employer elects to work Monday through Thursday, ten 10 hours per day. A regular work '' 4A^. ` ( ) P Y b"� day is to begin at 8:00 a.m. and end at 4:30 p.m. The starting time may be advanced or delayed one or two hours. A regular work week shall consist of not more than forty(40)hours work and F711 all work performed over and above forty(40)hours per week shall be paid at the rate of time and one-half t /z Where the Employer elects to work five 5 eight $ hour days,time and one- half(1 '/z) shall be paid on a]I work over eight(8)hours per day or forty(40) hours per week. ! When the Employer elects to work a job four(4) ten(10)hour days, all work after ten(10)hours per day or forty V p y rty(40)hours per week, will be paid at time &one-half(l /z). Workmen shall � t•>;,��;' °{ receive time &one-half(1 ''h)for all work performed on Sundays. Recognized holidays shallrrfi� 1 receive double (2)time of the regular rate of pay for work performed. If an employee does not work at least forty(40)hours Monday through Friday (if working 5-8's)or Monday throughtsS ~,>' Thursday (if working 4-10's),due to inclement weather,machine breakdown or material # ? a' ;i t.,; shortage then Friday and/or Saturday(if working 4-10's) or Saturday(if working 5-8's)or any art of Friday or Saturday may be worked as a make-up day at the straight time rate. Employees p Y P Y f ' who are Y Y g ..� e part of a regular crew on a make-up day,notwithstanding the fact that they may not have Ne.��_,.:,;,,, .. been employed the entire week, shall work Saturday at the straight time rate. •' r j;�.��`{�;�':�-,fit'= h i .J Gk1itiS+��f..f�,,rV , it'I j,W : ?;:fi fit � x#:V'�S•, �1 k :4 a�T7��•'id M r=+. hvyac,nw7 ANNUAL WAGE ORDER NO. 7 3/00 ` �F ..�` `{.}F:n 4S4{1 n(:',� , .•rS'r':7�+t:tr:t;F, �j..^,`.4'�.1. (1 flkb'tx,t-'r,� rs .�M�r�.,:"'f,.�i,�,°Y��^r: r�. 3 ��as,.�{d.....}t'Yy'^rt�-(,.,�•,,,• ,S .,t4' "•'Fi ' 11 ��r�': �; sx. �.i�tiBg"`�j7 i .c<, ,v.,+}. y} �4:'r�i.'iv'- ,vA„ S..«.r,,; �. � .i ,w', ..ri•C{. ,Y„ L4. ,r, 7 :^(,i. :iN } , ..:5 } ,. u,,•,'y7`.c�,� .i' +� X rt,'. AS ,��., a:.l Yd• , ,r t =3 .�d.�',. }.., }:5"ir } ° Y,rya��,�7:�t a bb�� i�`d' ,,yy, i?' ,s:t S .r'ir 4'dr.tS S',il'�i• .�.1.'i. .:t',t.t1�:��^i•. •:,{. :ti3tis .+ .`��°t.a. ;f. 1. k.:�r:.;F} r. ,r4;. ;a '�i s�� i;rll4e q��,r•�}"t..�'.�.; r'✓••lltit3'r .��17. r�`rf :r�,;,. 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'!I'�•.',: 5•�, r.�,. 9i l5'"r,,,y.'°_,.K'.1} vl:, =r: ,Jr tsJ. lii'.,-.{• '}. ,i' .l �t 'x,,f,f.,, .5 ,d?f,t•d� r'!S.a{� 'i� ,.7 ��t,°,t. >r. •i t:l i sa•e! �;=Rt'Jf:. {. .v. ,.�'r ..i .eb. ,/ "d'' M�.. ,•r rt; 2t� f? •y.nr Y x xs =,., •'q'• ,•.Si ,=7' .1'. ,. ,.tY„ 7 g a �j..4,t ,>. 'tom. ;,,.,).,,, s.r v t1.t:t {t� +, f.• , `',t z 'a�' f ,) ,rat.. .�t.:•�t�,l f� „v}.,p '^r 2, :.+'r S• "': it<. f� rif} .t,lk�±..t •r,,a .,c' -t,( ✓ l. .t i,:..'�j'C..1,`!� r 3.�' I ,:..f.,t ."t•i5 vt:•°'..n'F+`..4 :y�tv"fl`; �'.. r .j .�.; a., A ';'; t.:. .t5� ' d Y .iii` J? •Y'fv,F''d'.:;6„��, ��lv 13 6 •r P� '>.=i r �,f t+Stt;�t i.` r ti. i r s,itf,. t 4+it✓r57.1 �Ir '+ .. ....... .... ... ,n.. ...: . ...... .......... ,.., .,,,.,.....w.a......,..r;t,r .. r.,,,«. st•,....,_.. ..._......„s,... .. ._._....,..,;...s+ni'tlll '}I$ J A. .r 1 5 +f r Wr� HOLIDAY RATE SCHEDULE- HEAVY CONSTRUCTION NO. 1: All work performed on New Year's Day, Decoration Day, Fourth of July, Labor Day, i Veteran's Day (November 11), Thanksgiving Day, and Christmas Day shall be paid at the doublei time rate of pay. When any of these holidays fail on Sunday, the Monday following shall be observed as such holiday. j NO. 2: All work performed on New Year's Day,Decoration Day(Memorial Day), Independence Day(Fourth of July), Labor Day,Thanksgiving Day and Christmas Day,or days y t observed as such, and Sundays shall be paid at the rate of time and one-half(1%). Double (2) time shall be paid for work on Sundays or recognized holidays when and only if other craft employees of the same employer at work on that same job site are receiving double (2)time pay for that Sunday or holiday work. No work shall be performed on Labor Day, except in case of jeopardy of life or property. This rule is applied to protect Labor Da y. When one of the above { holidays falls on a Saturday, the preceding Friday shall be observed; when the holiday falls on a Sunday, the following Monday shall be observed. Where one of the specified holidays falls or is observed during the work week,then all work performed over and above thirty-two (32) hours in 1 that week shall be paid at the rate of time and one-half(1'/z). NO.3: The following days are recognized as holidays: New Year's Day, Memorial Day, 'ti `.1' ,.•_ Independence Day, Labor Day, Thanksgiving Day and Christmas Da . If a holiday falls on a `) Sunday, it shall be observed on the following Monday. No work shall b " �s�.''•r �; '` g y. a performed on Labor Day except in case of jeopardy to work under construction. This rule is applied to protect Labor Day. When a holiday falls during the normal work week,Monday through Friday, it shall be counted as eight 8 hours toward the forty ) g ( ) rty(40 hour week; however, no reimbursement for this ,, eight(8) hours is to be paid to the workmen unless worked. If workmen are required to work the y r. above enumerated holidays,or days observed as such, they shall receive time&one-half(1'/:) = j the regular rate of pay for such work. ' I NO. 4: All work erformed on New Year's Day,Memorial Day, Independence Day, Labor Da y, > ,s a't t r Otis. Thanksgiving Day, Christmas Day,or days observed as such, shall be paid at the double time rate of pay. When a holiday falls on a Sunday, Monday shall be observed. NO. S: The following days are recognized as holidays:New Year's Day, Memorial Day, Fourth !! of July, Labor Day, Thanksgiving Day and Christmas Day. If a holiday falls on a Sunday, it shall t be observed on the following Monday. if a holiday falls on a Saturday,it shall be observed an the preceding Friday. No work shall be performed on Labor Day except in case of jeopardy to work under construction. This rule is applied to protect Labor Day. When a holiday falls during the normal work week,Monday through Friday, it shall be counted as eight(8) hours toward a forty (40) hour week; however, no reimbursement for this eight (8) hours is to be paid the ` workman unless worked. If worlanen are required to work the above recognized holidays or days observed as such, or Sundays,they shall receive double (2) the regular rate of pay for such work. •1`"�,��;�i`••fs .i The above shall apply to the four I O's Monday through Thursday work week. The ten (10)hours shall be applied to the forty (40) hour work week. Ilk;., : t sp4'Y . ANNUAL WAGE ORDER NO. 7ot;a Holidhv ew7 9/00 l F•t.1Tv?�'-..eRf+.r..e'F..�...w..-.—r. •-rt 77 '"[;-y..."""W'"rr!w744dAniC.rcARw.asw«h - .+....r,,.Ew+www!vtia l.vmrutt>♦'rirpWwrauaev.0.nw ,-...t r: i, - ,'. % r .wSSit•#�,�) �t{g; it� t .7 4Y u + , .i tt 1 J l i`•i: t .`.s1rr +. t 4 4r i Ctirlzt t;i '+ •13 > . fr 2 1kyFt gg.� {„ �p.�7� r, z i S .J(' ". .' „ „..e,r.n•.'.,..7! .,. a,.., ....r,7fr. w :.. ., ,.... r.r.nrariJ"'IWrYwn.Y..4R V:l:H.A`.ITF,f.Yip:.drtil•wNIH,._.. ,...+.,.....,. 'irp }tl)j �.I;?F r .�+M"Ytl2M'?.ttd.KYN!tm'")hVlX'r;MIVl41 MS`3s+�.!wa.., r .s:w....,. ... . ........ _..... r !'i r Q Y1Yi'•:`1i I Vs HOLIDAY:RATE SCHEDULE-HEAVY CONSTRUCTION 1 4� NO.G: All work done on New Year's Day,Decoration Day,Fourth of July,Labor Day,Veteran's Day,Thanksgiving and Christmas shall be compensated at the double(2)time rate of pay.When a holiday occurs on Saturday, it shall not be observed on either the previous Friday or the following Monday. Such days shall be a regular workday. If such a holiday occurs an Sunday,it •;f'. shall be observed on the following Monday. No work shall be performed on Labor Day. NO.7: The following days shall be observed as legal holidays:New Year's Day,Memorial Day, 1 Fourth of July, Labor Day, Veteran's Day,Thanksgiving Day and Christmas Day. No work shall be performed on the Fourth of July, Labor Day or Christmas Day. Any work performed on the above holidays shall be paid for at two (2)times the regular straight time rate of pay. When r' any of the above holidays fall on Sunday, the following Monday shall be observed as such holiday. If a holiday falls on Saturday, it shall not be considered to be observed on the previous Friday or following Monday. Such days shall be regular workdays. , rt NO. 8: All work performed by Employees working on the following legal holidays,namely New I Year's Day, Memorial Day, Fourth of July, Labor Day, Veteran's Day, to be celebrated on either j its national holiday or on the day after Thanksgiving whichever is agreed upon,Thanksgiving Day and Christmas Day shall be paid at the rate of double (2)time. N0. 9: All work performed on Sundays and the following recognized holidays, or the days observed as such, of New Year's Day,Decoration Day,Fourth of July,Labor Day,Veteran's Day, Thanksgiving Day and Christmas Day, shall be paid at double(2)the hourly rate plus an amount equal to the hourly Total Indicated Fringe Benefits.Whenever any such holidays fall on ,1'r rKf �k •;,;' a Sunday, the following Monday shall be observed as a holiday. Y g •..;.tf,`.;.. NO. 10: All work done on New Year's Day, Memorial Day, Fourth of July,Labor Day, F` y'; Veteran's Day, Thanksgiving Day and Christmas Day shall be paid at the double time rate of pay. When a holiday occurs on Saturday it shall not be observed on either the previous Friday or ...; { the following Monday. Such days shall be regular work days. If such a holiday occurs on `tl Sunday, it shall be observed on the following Monday. NO. 11: Means all work performed on New Years Day,Memorial Day, Fourth of July,Labor k°.- ;•=,K�:. Day Veteran's Day Thanksgiving Day Christmas Day, and any additional holidays which may be mutually agreed upon shall be paid at the double (2) time rate of pay.Whenever any such holiday falls on a Sunday, the following Monday shall be recognized and observed as the holiday. No work shall be performed on Labor Day. h�„•,ttn rrli�4:t � 1 { ANNUAL WAGE ORDER NO.7 ' 6� Ho1iJhvy.&w7 3/00 ♦r", �1+ 3111 6 1`;<,} , �fRt4 t+ . ..Aai'i�4iYLS9nv+.rl'"`""' ....—....,.....c«r!.as+.x+'x+afaa'xrr"g1•.."• r 1 i. ' hCt �.}}), 1 "t F; ' < s .'.,: ;) .,`t` t !t 4 1 .1;+fp:? { 7 A 14••,.L ! tptjl :'+ i•i , a .t '.+ t ...7. n r h t } � t ti ( y •t rc ..,; { +t:.s ?r. 6SY" I.S.S�r 1 c{tt { t..ry� j rr +4 t � ` j' i r i t }„•:tt�1 t;f.r� it.lr �r�A;+V�7aarA:. �y v 7 Fi is h. i f 1 t t HOLIDAY RATE SCHEDULE-HEAVY CONSTRUCTION NO. 12: All work performed on New Year's Day, Decoration Day (Memorial Day), Independence Day(Fourth of July), Labor Day,Thanksgiving Day, Christmas Day,or days observed as such, shall be paid at the rate of time and one-half(1%x). Double(2) time shall be paid for time worked on Sundays or holidays if any other craft under the it t employment of the contractor at the job site are receiving double(2) time. When a holiday falls on Saturday,the preceding Friday shall be observed. When a holiday falls on Sunday, the following Monday shall be observed. No work shall be performed on Labor Day except to save life or property. Where one of the holidays specified falls or is observed during the work week then all work i performed over and above thirty-two (32)hours in that week shall be paid at the rate of time and one-half(1 Y2)• G NO. 13: All work performed on recognized holidays shall be paid at the double(2) time rate of pay. No work shall be performed on Labor Day except to save life or property. The following holidays shall be observed:New Year's Day, Memorial Day,Fourth of July, Labor Day, r l Veteran's Day, to be observed November 11 (or a mutually agreed date of the Friday after ` Thanksgiving if agreed by other crafts working on project), Thanksgiving Day and Christmas j Day. Any holiday which occurs on a Sunday shall be observed the following Monday. :'.. NO. 14: Means the following holidays shall be regarded as legal holidays: New Year's Day, Decoration Day, Fourth of July, Labor Day, Veteran's Day to be celebrated on the day after 1 Thanksgiving,Thanksgiving Day and Christmas Day and any work performed on such holidays `.1 will be paid at double (2) the basic hourly rate of pay. NO. 15: All work performed on New Year's Day, Memorial Day,Fourth of July, Labor Day, Thanksgiving Day and Christmas Day, or days observed as such, shall receive time and one-half (1%) the regular rate of pay for such work. Work performed on Sundays shall also receive time " 1 I and one-half(1'/z). Double (2) time shall be paid for work on Sunday or recognized holidays when and only if any other craft employees of the same employer at work on that same job site ;s f are receiving double 2 time pay for that Sunday or holiday. If a holiday falls on Saturday, it p;, ;;:;,;;ta,l,.:,,.•', :. shall be observed on the preceding Friday. If a holiday falls on Sunday, it shall be observed on the following Monday. No work shall be performed on Labor Day except in case of jeopardy to work under construction. This rule is applied to protect Labor Day. Where one of the holidays specified falls or is observed during the workweek,then all work performed over and above ';'j thirty-two (32) hours in that week shall be paid at the rate of time and one-half(1%s). NO. 16: The following days are recognized as holidays: New Year's Day, Memorial Day, Fourth ;; of July, Labor Day, Thanksgiving Day and Christmas Day. If a holiday falls on Sunday, it shall J-...J:.4;.:.. be observed on the following Monday. if a holiday falls on Saturday, it shall be observed on the preceding Friday. No work shall be performed on Labor Day except in case of jeopardy to work under construction. This rule is applied to protect Labor Day. When a holiday falls during the S r�t�' "�• normal work week, Monday through Friday, it shall be counted as eight(8) hours toward the pfif t ' forty (40) hour week; however, no reimbursement for this eight(8) hours is to be paid to the worker unless worked. If workers are required to work the above recognized holidays or days „ ';..� y observed as such, they shall receive double (2)the regular rate of pay for such work. , ts�' J •, Wow ANNUAL WAGE ORDER NO.7 Nalidhvy.ew7 7/00 ;i' 14�y^^� J I�t}M8•Ni� . a1' z zllr 7"r ��, v n»�*'"*.-'±',j*'• ` r 4i ^'-^'n*,-.tot?rxuAro.rwmas+�>�u.c�..r.,,C,,.. --.,,_......».,,.,...,.m.,rv.yw,xs.+arsarrttaa+a.xm.«.--...•- f"f>t't�5-j"kh.;��}t.;a>I 71 , .� •'n 5 } ' ¢ 5 + t�'1'i i;�kKr'7 r�'id�c �' �' , •' s s, :J+t� r+<t� i > ..I f S. I ., r:r•t .. "' } t ! it P'.x7°. �?ft, F1\iN T,y,J I "n wIll loop" �.� a ,�:'"' :r,',z yfn i?. 7'tl, ,,tl•r , << {.is },.t u: i• .k r,.. ,,, ,f,..tf f. ,�S .t "fi,S 'ifts7tq.S ,� r0•r .✓=t 5 -"t s "y < T `� ;} r 'r, -h a Y�y � i'-•1 ,r?.! >;;. '� '•� �}�..k Y'!'1N•''°t1/ r,)) ir,{,;'tt'71 i'1.r,,t•.•rfia r ri't is rr, t r' ,�. 1 -<�1 ;t @grin`%,{VV1 ,i}i"{`' ,}X a'' s�tyly„i'(:.1^,,, k t� +i,?.. : .,M� S=3•., 7' `{d�., �.�.✓`�: '��i�� L'f{ � SY�� 'Yir J� Y.7< s�4 t 1* i,f f=_ S' x. `v r .l Y�� a .ta '� �� ,�+71y t wx�! 9�< r t7t fi.'�9''F t .V ti i r i, i { ( -y}rr 1/ Y '' i� T"�x. .t .d• ,�'"��`. kf':� , .: i ��,� ,',ia�lr ,.>.� �' � �,•,i r:t#i< ��,'tt..Y1 , �.t j ,,., ..f : ' .} J{n��..A:t„�sr�-,t1� }�r,,t .s t�:it�"'wCa,�,z rl,.��SN� {t.4 -`tir�� .� �' •� .• �q�' f" i S „ ,df.' s :i' .i, r'--? '' .r.' t :h .z. 1 .r{!i.h.� :t{r 4; .`t. t.�r�'!., 1�2�} 2 ,�•�as)�� 7�i3S•f 4f),7`�d t t {.i's r +.. 5 t s } rz "t> ll.jr ii r..,r �+.tr{tti �rrt, +,; �}'�”"�i� <�'.ts`+fA! � {'.., iTl' •::'71 f .!} tar }' 1 t' 4.t{r'�L} ,.{.r .+r. �#�t'�rj ��t4s,�'y. �i�..s�1�ra�)t�'�t �•t1::� ,1 yk.g >-:yy,., „�'r �):rj�,r,{ ,r.riiPit:.f f.'.t 7 4.,,Sr a:rtt } t .�i�' r S.. ^i,:. ''.:fiZ.t. .�t.4 �f �} t� .A:,r�r,,'�,�<5f;x,�,n, •r• v' ,� ,T.:i};•Jj.i,7.. .M1;ii2j; k Js. s '.x,`E,hrt .j, t .7. '.,1{t. 7?}'.jd.,•�r .a} ,1;:58' S 4::`r Y� h��„'v t? '{2^„•s,. "7}'r�i ,t:'o` Y. is + 'y� .e ;s��x.'•,,�, +. ,t� �'>�•1 t,~1�::,, y f z•l.,t ,. £ , :itr, l. A'. t t;,. > { SLa�� yy li'l \ Y Y in{i«i.G� a n ?# "$ HOLIDAY RATE SCHEDULE HEAVY CONSTRUCTION x'w , i # } t'.y NO. 17: All work performed on New Year's Day,Decoration Day (Memorial Day), � t ` Independence Day(Fourth of July), Labor Day,Thanksgiving Day, Christmas Day,or days observed as such, shall be paid at the rate of double(2)time. When a holiday falls on a s 'M za;^ •. Saturday, Friday shall be observed. When a holiday falls on a Sunday, Monday shall bets `' : observed. No work shall be performed on the Fourth of July or Labor Day except to save life ors "p,° property. Where one of the holidays specified falls or is observed during the work week,then all work performed over and above thirty-two (32) hours in that week shall be paid at the rate of fig' '•. time and one (11/2). ' NO. 18:All work performed on New Year's Day, Memorial Day, Independence Day,Labor Day, Thanksgiving Day and Christmas Day shall be paid at the time and one-half(1%z)rate of t %1 pay. If a holiday falls on Sunday, it shall be observed on the following Monday. If a holiday ' .' ' falls on Saturday, it shall be observed on the preceding Friday. No work shall be performed on .� Labor Day except in case of jeopardy to work under construction. This rule is applied to protect 'rzM,` . j Labor Day. When a holiday falls during the normal work week Monday through Friday,it shall be counted as eight (8)hours toward a forty(40)hour week; however no reimbursement for this :`+;++; eight(8)hours is to be paid to the working person(s)unless the holiday is worked. � {° '''''' 'fit�i t, i l �i k,t"uyf•�b{i�j �T �•.yy ��y,y ey,,,t1.V�:e. M ANNUAL WAGE ORDER NO,7 ? ' HoliAvy,sw7 3/00 ap, 'lsy • k+' f, s r to ',r.r 4"?V,� t�•4'•t," i';.*°";;L� �i•".'"::ua,.l:"r'! uez.•s.+w`,^t'i+T> .v ..i1 sv''•,.,,-J�,tl. .tai r1Y,"..,.,.�,r,:•.x 7,1 q�°i'rt�,�Ztx. is�' :ty� '�¢'1,�,1x t�I C.ti' � "r ��' .s, ..:°N: '4e.:. ''i.,.d,:.t'"l'S ;••§t: C;,stl''...�,:,.� '<:.:§...>.?;��h�`�+t` ..2!'4ar1f`,',,,..St�257.t� '�1Y:'r,�°�,• y,�3?r j.ya r 'r i t ,l !. i`':'';�. ,ia;''1��•�'�6'.'','""�tur,'4.'F,"R�(t% d.?a.,;1.,,rCr fi..t.,S{ .,,�� r�{ ;titt'=vn..r.:r .>~:,.�ty,,,doL�:.,t,,,.tir: ��`��:ts_._s...rh,,l...T.•+1..,:?t..i{, zt t4 ^�a ,F�i�� .�t,k .1., 5 7 t.µS �,r tr,.. 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'.r 'r ::�k?'r»3,. .+s<t, .i. :i {,7th 1 'el .+,.,n.Y. t '� ir" °r.'x:'�. �Ur,2, S..J. .\: ="1:,; ..;,�S..,i.ts'+'��1i * r'' ,r.F�x �5..,'! ,.,f' tt to t.. 7,,�f,;','Ixy�".�',Y y.lr.. ,1. �{t'�, rn+., l�. zr?' E .l•?:' 1 V:.. ��jk'i�t '.�vY;`i,'•'}, x t'•;P', •taljtsr Fu'+'.., .::..r;:, t t. 'R V �•C�, ,, „m 7 q, ,,. S+ ,� ,{, ,t ,y r ,i. .� '' >r.l ,r :.t, r .1 5 ;rr ,3z,.,'il•: 'r,2fr'):[F': i"�. '1•„�,+;f�F� '��W.f.,'1•SJ y ',,,.� ,�;N. ,:v J i. .r. �<s r F ti{i,t ) f'tn•��f a. .stJ i�";x;t{,;ky r ' 5 ti;, 1� ,, j 3. , i •t }, � � tn'�K7. j5''�t��t fit+ , v , i 1 tt y r 1 1��,} tt �J 7:• W. .wC..iy.nw:,,;.ak'..,,,...„.,,...•t ....,..,...« .,n .� �.k+. r, J,, w ' f ,t ,' {?r .1fi4 •:i 1 , OUTSIDE ELECTRICIAN � i ' These rates are to be used for the following counties: i Adair,Audrain, Boone,Callaway,Camden, Carter, Chariton, Clark,Cole, Cooper, Crawford, Dent Franklin Gasconade Howard Howell Iron Jefferson Knox Lewis Lincoln, Linn, ” Macon, Maries, Marion, Miller,Moniteau, Monroe,Montgomery,Morgan, Oregon, Osage, jPerry,Phelps,Pike, Pulaski,Putnam,Ralls, Randolph,Reynolds,Ripley, St, Charles, St. Francois, St. Louis City, St. Louis County, Ste. Genevieve, Schuyler, Scotland, Shannon, Shelby, i Sullivan,Texas, Warren, and Washington PT COMMERCIAL.WORK i Occupational Title Basic Total Mr r i Hourly Fringe I Rate Benefits } ;liY an Line man $26.42 $210+42/ 4 Lineman O orator $23.65 $2 0 .10-+-42/o Groundman $18.72 $2.10+42% 77.1 UTILITY WORK j Occupational Title Basic Total Hourly Fringe Rate Benefits JoumeyMan Lineman $25.70 $2.10+ 37% Lineman Operator $22.18 $2.10+37% Groundman $17.16 $2.10+37% `?'^i'S`'•` 'F",: {. OVERTIME RATE: Eight(8) hours shall constitute a work day between the hours of 7:00 a.m. ' and 4:30 p.m. Forty(40) hours within five (5)days, Monday through Friday inclusive, shall constitute the work week. Work performed in the ym and I O hour, Monday through Friday, shall be paid at time and one-half(1 1/2) the regular straight time rate of pay. Contractor has the option to pay two (2)hours per day at the time and one-half(1 1/2) the regular straight time rate of rat pay between the hours of 6:00 a.m.and 5:30 p.m., Monday through Friday. Work performed outside the regularly scheduled working hours and on Saturdays, Sundays and recognized legal holidays, or days celebrated as such, shall be p aid for at the r ate of d ouble (2)time. 't'"�`;`' Y`' '«•```'` LL F'-' P'•Ar�: HOLIDAY RATE: All work performed on New Year's Day, Memorial Day, Fourth ofJul Y, ,r Labor Day, Veteran's Day, Thanks g ivin g Day, Christmas Day, or da y s celebrated as such, shall F., be paid at the double time rate of pay. When one of the foregoing holidays falls on Sunday, it :j shall Monday. I be celebrated on the following I' ANNUAL WAGE ORDER NO. 7aF"d` i `'' } OUTSTL TO AwZdoc 9100 { lq{ I��.."'��,,�,,.�,�,�.._...'. "."""'M,�,,,,ea5wkvitwx�F�+�...*++ ",r:.,,+M.�w� varas.wvatxv!rmww.x?w+...�...•-^. -+ , r�v ....7TI!..i"�r T. C I ,1}i 'k. t: `rY!` .e ? .Sq "t .? `.,r .i`Slt t 5 "{.,;'•. a t i,'t irPrrfJ`t{„� t}y�'�, �,.� jt`r !"h l;' 4. {ll +y +0. ,� tt � ` ty}{ t t 'r ,.. �' ..• , .r - .. t r i �'c. j 14 n;rrt 4xi�1 i., } t ! _ ...rweruciNM tMaKi7+#YMY.nro..,e..vw••H wr,.•.a,......r.,:..-.. : :.... ..._...... _ ...,.r. :,t..._!re vr*t �..... ,...... r .•....r. .r t .,.rnr>•.rtr x.,..x6nvMrlroF,i WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI •�ai SECTION 01100 - SUMMARY ji { PARxI' 1 - GENERAL 1.1 RELATED DOCUMENTS ••'� � •/eft rrl at4tf t.. A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. f -E 1.2 WORK COVERED BY CONTRACT DOCUMENTS ;t The work to be performed under this contract is described in the Agreement, Section 00500. The details of the work are shown on the Drawings and stated in the Specifications. �,,))%.''.•.lam. 1.3 WORK SEQUENCES ? A. The new treatment facilities must be completed and placed into successful operation prior to demolition of the existing facilities. Existing facilities must remain in operation without interruption or impairment at all times during construction of the new facilities. 1.4 USE OF PREMISES A. Because the existing treatment facilities at the project site must remain operational during the repair work, the use of the project site (and certain work activity) must necessarily be restricted. Observe the following in performing all work in addition to " }t requirements defined by the General Conditions: 1. Limit use of the premises to work in areas indicated. Confine operations to areas within contract limits indicated. Do not disturb portions of the site beyond the ° { J: areas in which the Work is indicated. ,.� 2. Consult with the Engineer before performing any work that may damage or ;,��'�;<•;r r:; :. interfere with the normal operation of any part of the existing treatment facilities, or any part of the new construction that has been completed and turned over to the t r x x� Owner. fY �st•�JS?'�ac:, 3. Comply with and enforce the Owner's regarding ,;. instructions si ns advertisements, fires, smoke, noise, odors, erosion and dust. � F, 4. Keep roadways and entrances serving the treatment plant clear and available to the Owner, the Owner's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials. Schedule deliveries toy}:, minimize space and time requirements for storage of materials and equipment on- :: site. r* r C54199-00 01100-1 SUMMARY RO—3/19/01 r,l�''jj�:'iGw 1 1...t ,t�• .At. IC �µ r i t: t' 1 a,.At . �3. 7� I 1.4 ljiy,,t ,y :.Y�r7 r.} `''i� (, ,,rt it ?.t ' ''t } t '' t.: C r ltx 1�,'ti_•:' �t: y t�tryFf:i:r,@At#t� ,?t�4 uv� lr..�.r. �aUu•� G , y,j•. j ',,.5 i fix. . , ,. r ,5.1.1. ,r..s,q" :.,� y#. p �t�,nSt tiJ•�ftt�.5�'..ur x_r itt ( {.r l S1,aj t x it' 1, it! t t i' ;: t 5!Y ?� n: +r(C r};t.`•�.i,.f+ 'fi 7 '},r t } f ry., (S r : t i( 1 # f A..+7 S}.UFO �r L�,' 1•. 1�s� :r r.:, .s' ... t , ts•: �r t. � ta- t !�.j>• xa rt' 3 r 4 { 5t.'• is t - t i z P nt.} t" i S�,J 7r t t ,1/. ( ' . :•:( 3 t 5, .. Styy 1 t�i�,�.�.rr t ,. ,.. .. a{ ,,.,...a,,,.,..N...... ,. ,. ....,..,..,,....nry.�mi.teut,•rW.:.n�S,,.rvrw-. ..... . .. .. ,r. tas.:� Fverit ,{ r ;tr, WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI rj 5. Obtain and pay for any additional storage or work areas needed for accomplishing -� the work under this Contract. i 1.5 WORK UNDER OTHER CONTRACTS 1 A. Separate Contract: Owner will award separate contracts p II for performance of certain A` t;� "5 J • construction operations at Project site. Those operations will be conducted simultaneously with work under this Contract. These contracts will include the following: :t ;a 1. Walnut Street Pump Station: A separate tract c n o will be awarded for construction of a new pump station to replace the existing Walnut Street Pump Station. ',r,�•,•....<' 2. Missouri River Crossing: A separate contract will be awarded for construction of a new 30-inch force main crossing of the Missouri River. :;' :,': B. Cooperate fully with separate contractors so that work on these contracts may be carried this Contract. out smoothly,without interfering with or delaying work under 1.6 SPECIAL SAFETY PRECAUTIONS ASSOCIATED WITH WORK A. The Contractor should be alert to the fact 1 that the existing treatment plant has been in :, ' �,..�,� �:-,k;U,:��4{;;< •' a operation for many years, and that many portions of the plant have been exposed to , } =1 sewage and industrial wastes. Therefore, any workmen involved in the removal, Yr;' ?y renovation, or installation of equipment or materials within the treatment plant, may be exposed to residuals from such wastes. It is the Contractors responsibility to urge his ` 4 F s;k17 k r personnel to observe hygienic precautions, including tetanus and typhoid inoculations, •141 i•r,i,,: 7. as required. Applicable inoculations shall be made available to all of the Contractor's '. ' t): personnel by the Contractor. B. Because of the danger of noxious gases, solvents, gasoline, and other hazardous material entering the plant with the incoming sewage, various plant areas are considered hazardous to open flame, sparks, or unventilated occupancy. The Contractor shall be aware of these dangers and shall take the necessary measures to assure that his personnel observe proper safety precautions when working in these areas. Those known to the Owner will be discussed at the preconstruction conference. .`> PART 2 PRODUCTS (Not Used) PART 3 EXECUTION (Not Used) END OF SECTION 01100 A it i 5 , C5-4199-00 01100-2 SUMMARY ; RO—3/19/01 L q} '''a7rJ Z� •�,y,jU,' .:r°-^-.....,,.rrmm,artSaaMwxtWP4 aL'fp'i}G%37GrJAA4YloI'xu"'".""" .t K ..t. •..y--•. 4�'> '. r Q� trvt i:�H;3 �t y 3 r S ) 2 ' r {. ` t , .• (�i. � 4r .T 4 tj , ,. }5t 4iy�tJ�S;&�`3'�a+ � v r•: s� .1{ r .V Sr : 5 ,} q3 s. ., r 'r Y)�. .jv {��i }.1 x:P � ) '^5` i t t t t t t,, S 7 S r �ti.v .{raj r(rk i �.��(•��5,r 7 STV�}. ii'.r y.ir ,., r.rY rt3( .:,i "' $j � i j � .S•' 'y,, , i '.k � 4 z.. 7r .{� , }( dtir{�-SE�t,s•n��j,�IQ '�i.. a r v i y � t.: t f i .`t r (: (, .� ,t 7 t (, .S rx t !..tr Yr'r{u 77. ��•FF .1�} l 4 a r' i ,4 r' � ry z'ttiS=•pt t9 r{� {nylp�/l r - • y 3 .. ` .(. _t i ;3 .r� ` :•rl p H{:y S��PF�1LVy r�, .pl F. r'..4, } �.i}'{,i r ✓,a,,�Y+, .l .:1 Yt?c 1 'F t S , t .. , . .',', } t ? Y s.17 b tia i#`r F. l 1(}1F{'}. '�1"�t:-+� � S• nry it .d to i J`., } Y,'.a ( G�: `�4 4i1j'^ 9 'X+yri�:x•3n + F_ ,tl ' '; .43 i+.4! r+rS ,'. , ! - r ;.�,. .?"yt7v,,"' >yt e�24'�'r,jg7 �I:,}.i'rr �, ra D } t �t' ..i .. ti � r r r�{r.•i!rr�t. -�'s�t5• Sa+ yr }y�, 4. +ux4lS.l f7'tWt ,ftirJ�Milfl Mf4kv,rli.Nbirew'•swe.n.+,v,.,...:.�.., „ rna+!cr�M *'Yi,�irr4,t,•vtin,�?f rvrunv+aul-i.JW fw,f..< ,;.t.�.J':.`.�[.Si:': rl7ry` 4',t 'p 6'rar f''}•a r"1.2f,J4 WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI } t r „�. e. SECTION 01230- ALTERNATES PART 1 -GENERAL t J,r, uri ._� 1.1 RELATED DOCUMENTS 9�t A. Drawings and general provisions of the Contract, including General and Supplementaryqq'; Conditions and other Division 1 Specification Sections, apply to this Section. `.1 air�,•4�,yh7:' "' � �ra11 a `.1��1) �lri`14`•h 1.2 SUMMARY ` 1 r,.ia r h 1 A. This Section includes administrative and procedural requirements for alternates. 1.3 DEFINITIONS rr` A. Alternate: An amount proposed by bidders and stated on the Bid Form for certain worka ri�,z 7TH defined in the Bidding Requirements that may be added to or deducted from the Base Yrit tYr, .f k71 Bid amount if Owner decides to accept a corresponding change either in the amount of construction to be completed or in the products, materials, equipment, systems, or installation methods described in the Contract Documents. �P; fYy 1. The cost or credit for each alternate is the net addition to or deduction from the y�,,rrNr, f7 Contract Price to incorporate alternate into the Work. No other adjustments are made to the Contract Price. 'J 1.4 PROCEDURES A. Coordination: Modify or adjust affected adjacent work as necessary to completely integrate work of the alternate into Project. xr )) Y�, ytt 1. Include as part of each alternate, miscellaneous devices, accessory objects, and r t similar items incidental to or required for a complete installation whether or not indicated as part of alternate. B. Notification: Immediately following award of the Contract, notify each involved, Y g fY PAY � in writing, of the status of each alternate. Indicate if alternates have been accepted, x; >>'?, a ri rejected, or deferred for later consideration. Include a complete description of negotiated modifications to alternates. i C. Execute accepted alternates under the same conditions as other work of the Contract. t F,,��. �.�. ,i,.,. ,,yy � RAJ?"..•.;. ` C54199-00 01230-1 ALTERNATES RO —3/19/01 "`vG'✓+e x•tMM�^q, ,�,. a��r,,,,...., r �r�wrn.�+t+.+carac±><w.reryicMA'!.ryr^'�k. .,% t`sa.. jf +T� .Y i�}�{i�rt.`r'a; '��.�t,��;,. ytt. .v?1��t��t"«.'.�' o I'..s,. :.y..`"+ -1° 7 .1.` :l'. +f .r,f.,,' af,., -:✓;,, ,J ,x t �hy�'y'��.�k,'3v. ;:{.a"'Ilt J}r4 k e .$ ti1.: { .+ '':' i{.: 7 �'e i 'I e:' i r. i ,f ' '.,"'i�..�.r �`F$C!5 �r;1�'�.ur ir9.•�?{�t,7`�• nfs } trti.�;""<.. 4s•'rt y # `. ) . .j ; ' a l .r' '' r s. ry .Li,'v!i .ti j' tiM f ef. 't 7 i.;,`, i ,i$)J,. `ett,',1 Fi'{,�a,.ri°�h."i::lo�,�i::�',A'rss...�iil�'r'i,7�' •"5�f r'w7„>7,.. •.i i�:, i.. s•,Ji ti�Y' .i ,7 ,J „! r• 4:, r :,r .t'. 7 ,.Ta ,l .��,.. _ v,. ?dl.. >�i;i J 1 k ,�g�� 7'+^`•. qrS, '�' ,FrYA'1; .tl,. ;'x. „}t. Yt: "f 1 c 1t.1 S.t: < 't,.:r. {. .�,c".`^i.�'.y ',t�..,, a `i`.�1:;,' ,�r•.., S .{'z.�S j'„'�t r .t' F •3. t '.1 z ��, .er ft' r,. �'•rx� ,'iiY' nj, i 1 ..d. J t'., ,:s; s. �' ,+ ` .1. {fi"�•,s,.Yrt-,.pi;r;''"vf�ct+^ �ta� �„� ,r`�. ,,.��`�,�{,,.,i.,.,f'�;: T'f ,,!' ,� i. '' r`' ,r.' m,'t' �; Ji. J .ii 'F .S:.':pt;.',St§1!:1 4', i t �..:,.,r 1 s,Y;,+mss:. i F 1.a '+��,"��',•• (� j+srj,.tri .�fli`rt,"rr.rtFdr vr,,.�l? .i'', x� i, -f� ;.^r•?r' ` '4' :'r ', s ,.! s. 3 :+:14 ,�.,r" f+�Cr.t.. •i;i' i�`Fd��'�•i `ems {{h'`T`'4{{ `'�9': ,•q..a{4.r if• .}.(i'v .!:.r' {.r !t. 1'7 ttr. ,. -{r..; , ...r. .5�! `,Z.: r:1•�:�',•,..mac�.... "t};,.3.:tr'�..SK .J FT ',�'.. 4�ii. ,;+q � Y .y� .,�. r f �a 4 1 + 'r Z � A'� ',i t ,r..' s `r"Yi'i.,.,�><y., ;d�;': �W`.��•'sf2t ,'�ttS(�`.,�li.•,< .Y,.. 7j,.F, �J..{ .Fi S„l.d7i:1';'v.4�'r. E .+4. , .i i .•J.'/' i ( , 'p, j y' .,( i� t`;?.,.rr.7�:7.1y;.q�,�4� 'f'r�.1kA(iS'l�ik!Sw o,#it�..,� ,,t t. y'ar:'1fi,,.l,. ..� + .y' S,.£.,..:. k. '.ti t rNI"•'ff ;.�'� i.\'; .,.i ..r, t .,,. , S t� , .:#.•+.t:j.;ti'Sif fAt4t;�'' f`Sis£ {`��.i„lrf»1't,:Y� q. j C,. t } ��•rtx; f ty,�r�n r ,J Ei �.y�,5, �f r�;,7 tw yr SP ' 1{�f J� t�t' t !. t t r ,, A S,i y)a i`d :tats�+ ➢[e i y .✓✓ ttt r .{ t .a .tr .. t t r sy�s t�:+itstE S'�a� �'l,=ft/,( i. 4 33r{,'1 rt r •.� ,,,+ .. a ns.. •, :{>.,.., ,rr, ......,-r..yz... ..rrn. .a.m..•,�r,.;,�.:...,.. • r y %,y 3 t yfd`+ 7f. r t 44.tM.'.,:iJl kr.r++«..d......,. ... .. ... .w. DIY F=`t?�r+t4�{,.:•�. WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI 1 D. Schedule: A Schedule of Alternates is included at the end of this Section. Specification Sections referenced in schedule contain requirements for materials necessary to achieve i the work described under each alternate. PART 2- PRODUCTS (Not Used) �,{r PART 3 EXECUTION .�,� r= +••A �?i},tai 3.1 SCHEDULE OF ALTERNATES A. Alternate No. 1: Owner-Furnished Screening Equipment. Under this alternate, the a screening equipment specified under Section 11330, including replacement parts for the existing screen, will be furnished by Owner. Contractor shall install the Owner- '. furnished screening equipment and refurbish the existing screen using Owner-furnished f,:•,., Fr 4 replacement parts in accordance with Specification Section 11330. With respect to the Owner-furnished equipment and parts: �;.'(' lit.. 1. Owner will arrange for and deliver Shop Drawings and Product Data to Contractor. fJt IA t;.{rt 4. 2. Owner will arrange and pay for delivery of Owner-furnished items according to Contractor's Construction Schedule. 3. After delivery, Owner will inspect delivered items for damage. Contractor shall be present for and assist in Owner's inspection. 4. If Owner-furnished items are damaged, defective, or missing, Owner will arrange ) for replacement. 5. Owner will arrange for manufacturer's field services and for delivery of manufacturer's warranties to Contractor. t.Ctl'`•:i';' 6. Owner will furnish Contractor the earliest possible delivery date for Owner- furnished products. Using Owner-furnished earliest possible delivery dates, Contractor shall designate delivery dates of Owner-furnished items in Contractor's Construction Schedule. 7. Contractor shall review Shop Drawings Product Data, and Samples and return ? them to Engineer noting discrepancies or anticipated problems in use of product. ° yJ; ;, 8. Contractor is responsible for receiving, unloading, and handling Owner-furnished items at Project site. a 9. Contractor is responsible for protecting Owner-furnished items from damage during storage and handling, including damage from exposure to the elements. 10. If Owner-furnished items are damaged as a result of Contractor's operations, >: g P {` {� Contractor shall repair or replace them. <1/F B. Alternate No. 2: U. S. Filter — Jet Tech Products SBR Equipment. This alternate1 " 1 :'/,::;z{,•St rr f'atf'4'}'r��4JI�t•�:,:r 3 includes the substitution of Sequencing Batch Reactor equipment as manufactured by U. S. Filter — Jet Tech Products and specified in Section 11379, for the base bid C5-4199-00 01230-2 ALTERNATES 5` 'A .� M1 RO—3/19/01 14fia,,,.��j n?9 ..,h.';{ •„tj• ,(�.,t'.�,i.,rf.`� ,,r.,�.�11.F 9}C kF F a 1(cc!t�...}t�.. '}�l:t E t.1 2....;.,Sy°.it rs f IIt } .') x,?gn�uwt's v...m+.r^; .•.,�,r.++w+n+ zuafu.'aw!y�{,ti:+�t �tw,..ru.r.t.w►- --t.!. ,rj., 1 777rt. iS .,.} .ra.f,.s�;,t tt 4,,`rFtlr f z.t S k;S?4 C1�S?'.t�"y• W Ff 5¢}s E'ttSa;p.`""" aTx I t s} .:`� '<{,.r �Y�•.7r1;�:,t-��.:t,y. ,.!'.y. ..� � 3 r . t:' r J'.,t•{ 4+rAl.r t;-s;t�J,s�e�,.,tt f,+`. t}'� tRtiw.•'Y � IJ{�Ytt''i�S� Yi �.. :.r�' r .tl �.� 'l .';s f .� S ti ti�,� �.r `l�t.t1;,�f.5•rt,reJ'' F jtr�k�i.-,�n'. '.4'•.°`.,2d's!Fsxxf� S i, ;f �. 1 t t S _` t r t t; f x. F + 4F.�,4�.:iA '04 MAR I 31 i r r r 4t S •�` .Y;` M1'1 .) ;+ � .f.i :'r rt ..r t.. i.it- 1 �k iyi..�tr 14t�,i�;,tF7{F,dy1}a.t. r;'`.t }k. n ' 2 .y.. '� ..�. .` •t r kr! r t y J ri E. (. +., 1. z ?�4�ggt s{}�Xi,'trylG��" C�t��P'.1.t i•zGe 1 k`r 4'.11,��'}i yl,•';a,;!�tF Fy't a k�a G�t`�_.,�r�,!n y;;,�tt,,t t,�t?a{��i i:';��ttit'{,�,l�x.k',r%,>,�z�,ty,}„.s;a b y^;-f�3,�;:'4':dL.,'>.�{!.?c.t�+N't,:t':,r',`�7 Y tit i..�t r.y. .jt:., t t �1''.�:' ! t}4:'. r' i?,r ,.+r r f'..'vr:..}rt N('t i; d A :iz.. 'tLNrF�tt>,,'�:l��-:+x'�a,4:,..;h r`fiv„t-t>,3a.r�.,}.�.f.��r�H�t�:�•�Y.$ �.,�'ityi}L¢'.*}h�.>} r.;?"�,`�.s;ry..' wYt- b .�tt '� ra �y r�3(±M �t:y��, ,�ti.4jst;+.o- t.'a�f t ?:f5 ; tt r t. ,}:. { r. t .1 ,{'. ,. .v:J,,..x�?'•r„�•,� ','�;s`,;F`,F�,�tt yf,,,.Ytt�;'�i��Y�t r$5� ¢ fl, .�•ik 1+��'t- ;,t S:?;" <}'�i.r.e: .� e ij. ,/ 'rr„ .}. #i,,,,�t .{;}lt ,t,. ey. .�,+ ,t�t,.,,Zfr ;'i,}s 4'r�s�`�, 7tiP,.nai x.,} ;r j igt'... i•�'a�:�r�rt! I r'r' r t,r � '.t t >' :. 't;��':! 1••tY4+'Yr;!��' �r,.- .t'„. ,¢ I t; .,' t }�if '`'.'F,}w?..Ft,t}�.,�.tt� j.r# ; ;� t: ..t r, f 5' 1�. ,r� a..�,,"n,ttr? l;Yk t' J ,•('f`�`'�h? +"zy;, •;�,.}.,� N �� i r yr.' t,ht.t.q rt.t.r:+ ;l fit. i S'f��rA.. �1•�uw�� i 1 } V�1 X F:'f 1 .j ` '1 ! t t,Y rr t4�r�. F;'t. '.� '.t�,r i...{ ?. .�J t. t .J.i � S .�> , ,! bg ,4. r t'f'''�S;�f�y t,.'>r�ht. l�:6t1.,:,z7,11'r,,l o r ,:! •j. .! r.' �: .l r r c ,,;,r } 'x..,,t. ,.2�. j 1=f h'`tr( >..�l. ,�cf'.t,i�`,S >r!tF ,,�� d I ."� .h'�# ��'� '� �'(•,�; -ps;l�:rb�xio-S1,} 7 rl x',#v ,+ Y 1x 1.: c` o s !. r � .,1 i. C'1;2t sL' .t �'� s!'�.at''t��yK(J2,�, t"4 � 'rf,"1 y',', f, ,�yr ,�s''w,'� a k',?�t,3t,z,t�,t},%'r,�t� �.F }.;1t � ; ,>i�. st' i }�';:f� '7 "..i S .t z. ,.ri.r� 1 Zt,.,,Y':,:Ai." :'!t�}.t:b•rs�l b��Mpp��':r"k�: x�'Is' i. r: aY' �/ i) �,1'�r �it rr�' f'i1 z. s. P, z. y .`r s f... r! { qr, i i�+ r;}•-v,t. ,�t�;�r�+ t i1 ' "`t.� q's�i a n{'X�^;! fib;;�� "<! T 1r .x.. } >i C � ;y ': . ,. ,,. „' ' ''. r'. r.` x. .., � .1 .t :tl,rs ! (r•:��t.jt �.,st�`j1. fV /l,�2p��tlid•}.z;r�1i�{�'1gf�� s t' r`� dye, �f tv INE WATER POLLUTION CONTROL FACILITY EXPANSION ; �,� CITY OF JEFFERSON, MISSOURI ''r: enlk I., equipment specified in Section 11377; all necessary modifications to the tanks, piping, , , , , and ancillary facilities; and all necessary engineering to accommodate the proposed = w, ' alternate SBR equipment. Modifications include but are not limited to the followin • 1. Modify concrete baffle walls and concrete effluent boxes as required. ,. ! '. 2. Modify influent wastewater piping from the splitter box to the basins,add influent { distribution manifold piping within the tanks, and provide an electrically-operated nt' 4 shutoff valve on the influent pipe to each tank. ' 3. Modify effluent wastewater piping from the decanters to the collection manifolds ` sas required, and provide an electrically-operated shutoff valve on each decanter .i i Y pipe. 4. Add overflow openings between each pair of tanks to prevent the over-filling of ,i any tank , ° . d, 5. Provide emergency tank overflow piping/provisions. i:k- m� 6. Modify air distribution piping and diffuser header piping to suit the proposed aeration equipment layout and influent manifold piping arrangement. { 7. Modify waste sludge piping to suit the proposed equipment. I Dil tz. " END OF SECTION 01230 y 1d' .f t •1 +1..�t f �Y 1•f Bob • q` C5-4199-00 01230-3 ALTERNATES RO— 3/19/01 C �{, �� r:: ^.,; ;>* .{s,'�4�t:l��.rew�v"„Pyi ��5¢��St kt�'a�4,:+;,g,�e,FI,X,�., 5 tt 9� r•��r't:� ��atra rS�k'3°+r�"nr” ` 33 1Ett 9.i; p y tFt s,<�k�i',diy�Y7 h+�, �t�s 't2k IFP r t"}+ + Yxra z ^,,�.' 'w.� fir, t .)..,3Y' ..�Y�'C y>� L }ti!r<t k)r' •r"s J i4 f,art Na s '� } ' ' f �'`i rt..,.t�r,ur.. a>r.;4?* .:J£rrY ,.Ff.,y`I x:;�ifF.b x✓' ,}'r:t�•.kr ,�v. �.N,i s,t eirr��}f'l,t,v,3.f' ¢j y:l' a } < k..>,x<,,uw�r;:rYf'��#,.3. �Y 1,�Ra.. t 'tS 4 i•a � l�i`•,>t��. ,1.§ f�. ..� 2 k jtr th'�C' t .,r}'�,:tit's#.t ,`.�,1. r r J a. .a• r C.'';1 p t c n �s'� 3 1�,tr ,t`�i�'i"?,., t .r� ,r� r r ��• d r .:} E,� u-' I,, s e 5 t. � : 1.rr r: st..r {r �, ft4 Elf „rj'� �.rf(f�y i, , . .. }. � f .t y .. •'fi ��i. } e,}.art: .fit,,. ,x� .,...yr �.i ,��t�� a' u ` z / aTt,r +„lb7ai }. '{ '/}y t 1 x r�,.�'t r'Y'}t` 5't y F �;+ +. t� . . + ,'•.: } ..a. .s `�' t,.ttl u r l.r z,-9J'i:y, t�.Y��G'I{t .��+,a}�,i + ;lid") ti .�;.+,w�nwrsrtmtisr:riam�}e x aitt.a.".rsMn.•.:,,�.,,�.,..w. ...,. +. "' � .;' ut�it WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI SECTION 0 13 10 - PROJECT MANAGEMENT AND COORDINATION be 4,.i PART 1 -GENERAL RELATED DOCUMENTSr+ A. Drawings and general provisions of the Contract, including General and Supplementary j Conditions and other Division 1 Specification Sections, apply to this Section. �;-�F,,;,;•, . ,;, 11dd"ff 1.2 SUMMARY ...,,,r;:,;;.,.,�:.•:K: r '1f is A. This Section includes administrative provisions for coordinating construction operations on Project including, but not limited to,the following: General project coordination procedures. rF ' 4 2. Project meetings. C,,. k,1�•�n h � ?v: , 1.3 COORDINATION s y:S�l','ti• _ A. Coordination: Coordinate construction operations included in various Sections of the .4'f a'g'iS Cif i. Specifications to erasure efficient and orderly installation of each part of the Work. j,r -'� Coordinate construction operations, included in different Sections, that depend on each other for proper installation,connection, and operation. a '<nf .j B. If necessary, prepare memoranda for distribution to each party involved, outlining ;:4,:7x.;;.:, special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings. '"}'''°>``` ' Prepare similar memoranda for Owner and separate contractors if coordination of their Work is required. 1.4 PROJECT MEETINGS i q r�, ylr; A. General: Schedule and conduct meetings and conferences at Project site, unlessF`' ;+ otherwise indicated. L aye t t �. 1. Attendees: Inform participants and others involved, and individuals whose presence is required, of date and time of each meeting. Notify Owner and Engineer of scheduled meeting dates and times. " 2. Agenda: Prepare the meeting agenda. Distribute the agenda to all invited � attendees. �'C� '$ PROJECT MANAGEMENT ''" C5-4199-00 01310-1 RO—3/19/01 AND COORDINATION k Sad, yT[r +r 441h�. F {f �f='},,{;.. ,.�.,.. .'y, �•t i, y ..,.+.Kemaxw[urausiwnra...ra,,.°.» rc� '{t' r 1 J'i •tt zr r. ,c.} pr '.sj �rt�F r�fri. yi1,y``4' s 2 v tjW: ' 1 t;T. ��'ri LY'}•�:'++� �,�,i•{i t� h • ,.,,L, ±{A�f.r,r i t.. rx<r ; i'S�;,. �1. ti:� 1,.'++ ,.i ;. i i •i,; r <. rs..r 4 d=Y'i t J"5'?4�.Y•}fair;.',t �}��, 7.< tl�fi�` 'i i';.� n1f YY a,. 1;k}1 fk;r,x:o v � :�r, k „4...,:,1.!'. t ti; ':{ , r ;s y }.,tr.4f "s,t:Ir3 t.:,J.•j'„ k}}tt y., .t,v. pt. �,��i*�..,. .r;t x-4is,,.3' .t,t d: + ;;,i., '"t`'rh:• + } �i t e ,.,rt �, �i fl,4.h.a 4 J.�s'fr.�.. : ,,°{{.' .i'- l•.a� '� 1; .J�M'.LL,.,+l(,,.r.,tz� ri :�"„i7 1 �: + , �� r 1 Y ;,r.y'i•r t L .5 } a �� '�A::� M1t �3 ^5t ? rtc.;•1,.. ,;� 'fir,'. k t'v ,S�t:• ir. :, t t 7 , :_:� r} :��, fSx +.St t .,..,9�r.'i{s + S tG;ym , :Yti,�. w.IP,});1., e:•.•r`.}., '.A>~;. +. ,+. r-i '( t <:`r"::ax r' el i..:,l+ .q-! .,i,��9,tj.,�z;`fi r,,tl{,p xrt�-i•'.i %y' '>'''�^,? Ft4 t i'x:.u�t�fS,•'Ir:.y.t .�',x =er' ,)f:•,r,' 3'c i ..i, } } , i r ,. 1. s }'..t..lt s47 r't,Ir':.•,{ t_ t,,-t'r.�'7 t4v � �, _, 7;:;.: ,g�; '�,`.1'tlt'; .,k.° t�' r �.�i` ..},r. s ,:J.i.r.,yit:.t^4..,..•i} q�..ttµ�:"�y,.,`�•�:1 J trt• ,�rr.. i7'�:.t, ., �'+i.A Y, t r.r `> t r{r' ,c t r ;}:.a ,n J.1 t::•.,F 4 ttr t�°, •.t,r.iht,�f7t,u.Sp rr,=+1tit!e ,, pr t•.�:. .; � 4 1°'� •� ti, ,�i a' r `'� :t. r°, r Mr".j eN.->,;_ .t,+�a5�,,.,1. t i•�" '-tit> l" tdtf}ttyL'" t .. }.+rtt. "1 :} { �r tt ";rl ",}'•f x 2.4I°'S't t^F s>i'&r.F7,,:;.'1,<it+:h�i,..;1 i t>S4{.i'!t�,`:i..4 yr.�r;i�':r;•itJ.�..��y a k�tu{-t.t;1�)��:,r#Y.3 i i+.r,.s#s'k•'f`r`�i.';t.;.,i:..i}.;.+�s,t'r<t"i<i.'i s.:t{t.'r''1`r!Y,:l.i''�.r j"�l I.t t.t;d!.;�s t.rt.t{�{t'tstc'�`"', (tt�t r tt.," i t :" . .. .. '.tf f: .":r'.t,�"' , �•'t i. ,t"". t"".�{",${",f...,J T.,t"t;"r+".r:..t�i...jr 7+§�'�r�k c.`t4:°z.L t J�'"3',.=r.ri��I/."k'r�i+�)�r t'..x!>'1.q"t.,;.k.S4 r r.t 7 t 1:r",r,�}+�r<1 y'��r,�{}P�f.,�r,�s,tV-C1 x.{,...„f At.;.w t}i tt.r,,A.s:;L n.:r yi r;�fi"r k.3 nj.t i;7{�S'y�•0�•it��.';�r1,Yf.,�t:�y:/;�ri r�"-tn:l r l+tr�f��g*;�°�"'tiFt3 r�f.5.tyt;�d Y�h#.F�.;Y#Y t'r i 1,e t `k �F�t .t•:;ry;,e ',f,�•;'^;,n.��..N•'#.'' � ..w,.:mt,n'iLre�wr nikv.�:+,w...�»y.:�::i,...... .. ,_.a.,.,: .... .,.,..wn,..R•.r!iw.rftt.3•t°,*2':^ltr,%'i,d..;;r nkkF.,,'.,a-..,«...._..t,... ...r.,._.,,,..+.r,av��'�.rir+ihrr•u,;+t'rn.s.i....i.....»._..,,- !.....r.k. ....,....rL{.:..+w;1:frfU�it4t xf 7;ir{�,n�?.tn�`.:t.� a S}�CI WATER POLLUTION CONTROL, FACILITY EXPANSION '```=� '''' CITY OF JEFFERSON, MISSOURI 3. Minutes: Record significant discussions and agreements achieved. Distribute the , ' f meeting minutes to everyone concerned, including Owner and Engineer, within ° 3 days of the meeting. i„ y , B. Preconstruction Conference: Schedule a preconstruction conference before starting t,^ { 'srutr 4 construction, at a time convenient to Owner and Engineer, but no later than 20 days after the Contract times start to run. Notify MoDNR of date time and location of conference. Hold the conference at Project site or another convenient location. Conduct the meeting to review responsibilities and personnel assignments. +f 1. Agenda: Discuss items of significance th at could affect ogress, including the �' ,,� �Y;: �•�r..: , following: a. Preliminary progress schedule preliminary Schedule of Values preliminary 1 �S' P g 7 P �3' :.1 Schedule of Submittals. 7 b. Phasing. r't C. Critical work sequencing. d. Designation of responsible personnel, e. Procedures for processing field decisions and Change Orders. f. Prevailing wage requirements. "s+.'•'z4y'"` g. Procedures for processing Applications for Payment. h. Distribution of the Contract Documents. 11 I t+h i. Submittal procedures. t j. Preparation of Record Documents. k. Use of the premises. 1. Responsibility for temporary facilities and controls. M. Parking availability. Vii; n. Office,work, and storage areas. d o. Equipment deliveries and priorities. p. Safety. q. First aid. r. Security. S. Progress cleaning. t. Working hours. C. Progress Meetings: Conduct progress meetings at monthly intervals. Coordinate dates f E'` of meetings with preparation of payment requests. KI 1. Attendees: In addition to representatives of Contractor, Owner and Engine r, itx, ,, each subcontractor, supplier, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall he .`� represented at these meetings. All participants at the conference shall be familiar with Project and authorized to conclude matters relating to the Work. ' al 5111t� k.. C54199-00 01310-2 PROJECT MANAGEMENT RO—3/19/01 AND COORDINATION � t r.�.1�t'S,{'1;„"{.YSt.t,{i�f�, i. {i:i w rf{y; ,?• ';,tj.",r — ,t. .,y.,-1 .,t .. . r..`( ," t^ c' r U+rw7g7k►Di?!Ng4m+i J rrna>"t.'^"t"^;.j;{t i��„�$i.0"f2`yj.y'`i��`,,i1''r.,Y,�'•S'?,^`}j�S:';.tay' ��,n�..4l;` it .r yg.1A.r�„• ,pw ,�-..¢tt`I,t•2� �:,.�tr.j tat.�+.. f,ai".��t Ce"fi'` ' "t "# ?" .il tiW "I "s 3 1 t" ,5¢(�,tyr,; "Y�3r-�'l'f}�,..X4.•1,3?wT" •t� '4 t r!. it ,{«2; iY�.t.. 4 et"r 'a ,! „c' ;1•.�3i".r t't +rf. ?, ,.i= t:"...r .a,"r t pp r f� i �}}t4.E r ��/rk..�q,��{1 �� t� tj "��i�{uy',"yjt.; ,:t,V..{ i{4 '.ti," •r }: ,at+..r:,ti .r .�. ;'1 S.tr ;,�},!f..�?•a?r.str' "aa^� ?'U.,J a?vgy..g,K K S!9 k A' /+. 7 i 3t ., t �# I "`f ,� h r i. i" •� "t C 1r. ><.;!L. t..a 1ta S .•'�. �, '. -.V#.k t t' 6•)i' 7� � lti Y .v. ,�}. �"+ .t r ..t ,C!f t ."t.. i r t7 . ".,r t h:t "r' 't" y ra t.yty t{ r..1.iF f ��i`:r }x!�di;•Ja�,^,s�� "i F'`. t�:'4 1, i" i � + 5. 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L.aax.rra,Aw+•ei.i«.s�o»+i+}ivc�wAabM 4n„iastuw�,J,`s.:+l.�.rer.iie.��.L,:�.,t•�•�••�'� �ji'c s'.,n { n,n.«4.a..,r..s......ai . . .' .. ..4..,•a•v.vatrn Fra •;'tr:t++vta.+n,�?Yla. „uvr..w'.: ..,...._. ..,. r ,.,..i...�...»..�a. k�w �fJJry :`y+.f4,�{ ry'i`.t ,� '�r•3 irV�' �j�ttJr{4 Sfrj'� 71 WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI 3 r4 61 ,1 L f tai. :t 2t Agenda: Review and correct or approve minutes of previous progress meeting. f r�� Review other items of significance that could affect progress. Include topics for discussion as appropriate to status of Project. i f ; a. Contractor's Construction Schedule: Review progress since the last meeting. Determine whether each activity is on time, ahead of schedule, or behind schedule, in relation to Contractor's Construction Schedule. ya 4 ',.. ;t J':rtjjjA�'i,;"4 Determine how construction behind schedule will be expedited; secure commitments from parties involved to do so. Discuss whether scheduleAa"f ':: revisions are required to ensure that current and subsequent activities will be completed within the Contract Time. b. Review present and future needs of each entity present, including the ` followin ,1 0 air�' ! � '1.• 1) Interface requirements. ' { 2) Sequence of operations. Status of submittals. �a•:.= t ' t;;. 4) Deliveries. r`' � zL ,:'.: 1 '{y 5 Off-site fabrication. �-'� r S T C Tlt ite.tt:)r: : i 6) Access. 7) Site utilization, azY 8) Temporary facilities and controls. . 9) Work hours. ` +fr . 10) Hazards and risks. 11) Progress cleaning. ' '.i� :,=y 12 Quality and work standards. 13) Change Orders. b; vt 14) Documentation of information for payment requests, ;`F ' 3. Reporting: Distribute minutes of the meeting to each party present and to parties � � jtxf<?tar` who should have been present. Include a brief summary, in narrative form, of tiara;fityt„f . ., 1y� t�YFe?i jtf ,rf progress since the previous meeting and report. , ',' a. Schedule Updating: Revise Contractor's Construction Schedule after each ,cr'hs' r t F ; progress meeting where revisions to the schedule have been made or s recognized. Issue revised schedule concurrently with the report of each meeting. PART 2 PRODUCTS (Not Used) �.,•s ' f PART 3 - EXECUTION (Not Used) ' C5-4199-00 01310-3 PROJECT MANAGEMENT 4 RO- 3/19/01 AND COORDINATION i e W f ,'.'i r a. rr. 7 �. { { 7.� r ,f�* r 'V H r .i'�t}N' ry- x UY• t .7 {�. ..".`':'MarnultWA9wNtwew - r f:r ?ll t >• +=�.,r Jys',(P e�+k=` rf1 ,},.. ,}.ut'f�' r •�'; al *„ ,`}�`tit„` "•?1,''.1. 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'✓ _ t T•,.. .1 j 1:.t; �'y�,i':�' �`y'f�.�;:a d's�.;y�l s trif7 t t.4 ^Sf�+'1''F+'�} 1S •£r �f, 6 +.t i( y.�. .. .! y tr 4b.. .{yl.,r,rr{tiv V� .t. � :.. �,jy k � r.x� ..yl If t. �f t.f , , ,. r .try .{5S z#b'L}.}a}� ,s•+^ � u• ji, tkr 7{'`'$:fir •�;t,i r�tY' 1 'r. t 4 i } .{x+f r 'it:'a.ri r.f>}•,'S'.tf�f';f�y'k It`�,•``�.}:�� t.k,�,t3r}� li', 2 (a,; J_ afL ':1 'I:�•t t' I :t -t;�ty,:t.fft7 t 7�.}� irp�� i�� J bf ,}�' �xyri.L'k�'"N3k6�'W'�r t i tv t,'i t 7 h YiiYRtYaxlrww.Yy«::tsa w,A..rr........,. : t.•,.........., r,r,.�trw tr.l i+xh, '....s ..�,i>.„..... ..«.,,.HS,ew•arts+•r3ilMsFtidaiixn.'�Mtia`kevVrt�tl«a+awe � ' =r..„,,,r z+ x +"9c} � X r r iv hG�dr�y 4•� Y� WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI ,t t� t � 1 .� SECTION 01311 --PARTNERING PART 1 GENERAL 1.1 RELATED DOCUMENTS {y'SI>”.'IM V1�:rr` ft y?'i•� ��ru � A. Drawings and general provisions of the Contract including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 PARTNERING A. The Owner intends to encourage the foundation of a cohesive partnership among the wti�X'jr }r'�T Owner, the Contractor and its Subcontractors, and the Engineer. This partnership will be structured to draw on the strengths of each organization to identify and achieve �P t • ':, common goals. The objectives are effective and efficient contract performance intended to achieve completion within budget, on schedule, and in accordance with the nF, ,; :r,Ak:,, Drawings and Specifications. z t `a B. The Contractors key personnel shall attend a three-day partnering course with key personnel of the Owner. Contractor key personnel are the Project Manager, {�� r {' (,•Cltaslx�'ttaris. r,.� Superintendent, major subcontractors, and specialized supplementary personnel. C. The Contractor shall organize and sponsor the course. The course will be held during normal working hours within 30 days of contract award. One-day follow-up sessions !R, ;}Y}.,';;;;_;, will be held at 4-month intervals, or as necessary, throughout the contract, with the same p art participants, during ng o oral working hours. '1 1. t PART 2 - PRODUCTS (Not Used) a PART 3 EXECUTION (Not Used) j`!1," !',"� Y�JIA}spy+yry�V •r. y t t y r# END OF SECTION 01311 ` u`t •r{ �� 'dw:' ;Sn 1 F s�:�$ tiF, hgg�i�•�it �zr t' C54199-00 01311-1 PARTNERING r.? RO—3/19/01 . a.. +r+^•"",7<...v t,"r i+.• ...5,�" rv-.-,.,...r'..wnyFwgtppMUHpny ..-._..r. A;rsry,`.ti.� �, E•x t '<Ft.+er.,• ••+: y . i.' ,n .j}51r ,�.!r tir. ! C', F i,r.. ,,.r} 'iti..,.°!• J;} 'f:',^' t :•.{, 'i'.ix;iiuL �51' i ��: L.. f: .it��: t. +v< z?i,,47`�a, fir,.,y+' ,�f'r:r.Rr: ,+�1 r °•'Ji1F � „t.. .`n'M i ,/� '7�" � Q:.`t, .K,,. Sr tt ''t -:}t. ..V�, i�2',a. i. 1 .b�,h' :.t' r:'•.S''. t R"� $.7'1,. ,.Fr. 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',. .." .:,:.._......:'..,..w,«An.,nvrtl•�i.hRtr.+KAirh/.M?.F.Nat?Mnru:lr,:w+m�.k.to+.>.sy'ii;,..ti`.�t e.�.'<�ar '},'�P i t�{�ptyN�F�i�`yl}f4: K, t�ti`'Uf WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI , t fr SECTION 01320 - CONSTRUCTION PROGRESS DOCUMENTATIONf; j,. �.• is l�,��p E.i:J�(49' ,f: PART 1 GENERAL f d M 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary ; iConditions and other Division 1 Specification Sections, apply to this Section. r; r ' 1.2 SUMMARY ? ' A. This Section includes administrative and procedural requirements for documenting the ' progress of construction during performance of the Work, including the following: ;1 # t' 1. Submittals Schedule. 2. Schedule of Values. 3. Contractor's Construction Schedule. t; v<'wt ` :,..:. 4. Daily construction reports. 5. Material location reports. E<,:„ t, •r,a MOOD 6. Field condition reports. 1.3 SUBMITTALS ' A. Submittals Schedule: Submit three copies of schedule. Arrange the followingK{; :1 information in a tabular format: I lyt Jn F :i l ,) 1. Scheduled date for first submittal. 2. Specification Section number and title. 3. Submittal category (action or informational). ��3�Yx'r,;`;`°,;�r`•'i�i ' 4. Name of subcontractor. S hn' 5. Description of the Work covered. 6. Scheduled date for Engineers final release or approval. tf` B. Schedule of Values: Submit two printed copies of Schedule of Values. 1 011 C. Contractor's Construction Schedule: Submit two printed copies of initial schedule, one ',�• a reproducible print and one a blue- or black-line print, large enough to show entire _`� �. ' schedule for entire construction period. D. Daily Construction Reports: Submit two copies at weekly intervals. , tyt;: <<Y l;% 1. r✓}iSts,• ;`? , 90^,. E. Material Location Reports: Submit two copies at weekly intervals. `rr � C5-4199-00 01320-1 CONSTRUCTION PROGRESS � 't• DOCUMENTATION r. 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Coordinate Contractors Construction Schedule with the Schedule of Values, list of ;' aFraiY' { subcontracts, Submittals Schedule, progress reports, payment requests, and other ,, ' ' ; I required schedules and reports. "k t� r0'.,`-' 1. Secure time commitments for performing critical elements of the Work from �;, i Parties involved. Dh� °tis . 2. Coordinate each construction activity in the network with other activities and ;Yj ,'a �;j``` p schedule them in proper sequence. j PART 2 -PRODUCTS fr 1rf{u�a�. !'�•)'.,: �arir•:•.:;: 2.1 SUBMITTALS SCHEDULE OF - A. Preparation: Submit a schedule of submittals, arranged in chronological order b dates p g Y required by construction schedule. Include time required for review, resubmittal _'j ordering, manufacturing fabrication and delivery when establishing dates. Submit in it;, accordance with General Conditions. , . ,I�' >1 2.2 SCHEDULE OF VALUES °i A. Coordinate preparation of the Schedule of Values with the preparation of they "''.! Contractors Construction Schedule. ; 1. Correlate line items in the Schedule of Values with other required administrative ; _ schedules and forms, including: •' > r a. Contractor's construction schedule. b. Application for Payment form. i } c. List of subcontractors. .v .y d. List of products. e. List of principal suppliers and fabricators. r� kr KfF, �a f. Schedule of submittals. 4 ' 2. Submit the Schedule of Values to the Engineer in accordance with the General P ; Conditions. w, B. Format and Content 1. Include the following Project identification on the Schedule of Values: ;j a. Project name and location. b. Name of the Owner. ;' ✓`�; r""pp1 •r=, C5-4199-00 01320-2 CONSTRUCTION PROGRESS <. RO—3/19/01 DOCUMENTATION 3: 11 a 1, 1111,11 1 .i t t � �A ,�,• t��I ��r�,r S,sj:o{t yA.�.�bt� 'H. ,.�A.a.i �. tY.t-�}t fs�"5;�r.µ3`A,tY��* 1+{f r,. } t t' t y�i!�(�lr,.+rr;s,; ._��. y P .1:: .t J t» ) ( .f;4� 1�t,.rya. 1:�'t '$r�'u,t�.�pY�}.jr•- '+�� 't y4� �''� P Ff,S I��,,f�'} f13 ,.tS.P.!.}� .�:tM1i i:j t';':':ft•s !•F .,§ tr 1 .N• r, t 'f1A �' l,`i,�t•t� 'F{' ;.Z"i+ 'x. i1`X't�t. JF•j�,•of^2z.v,r,�yt .\.t,i., .t.E.}'M:tJ,3; ler-1, t �.af rfr '?'1 .-�., .n, `tt.'t5�t '.{{f.:=rw Wi.,,r� ,:•� •`' •4y ,�t .t kf'2.y r,s}#ly r.S,erR.,"��•j4,rv: 4�'iii t t. "� 1,., lt..yi. i r� ! a' � 1c:r ''m!� '.i'a.r,jt �: ;A S:,: k� Zr`• ,f{'.,F 'f 't4P,`��'S }. .� t. tji r . :'t r j �', '{:MKT" - a y :r •�`+ { \ +y! r 1 �! �i3 Zti}:. S d.•.'+ , SFiy�AA� � a.{, 4 .{�k"F' ;; .t'rS.r'1 -.rxttirJ r' 7 fl t t. t. t .r'e .f#j ' r.� � 'il ! '1 J Y,EI rrr•,;y t.rr �{J";n� tr s: "�ruw y'1 4'v}t ,�,�, i •rS'�/rCa�'yyii. t�h'''.74i'' f'f Tr�SZ �.'t. r Y :,� s, ..:y,...t '.l 15 Y :s �? t.?`C'��;,� z.��`� '� fl,))t , 1;x*,...+rj}�J �1. ;.CSt.Y l.i•�, 7. l z tdv,f al,f,.,_,t�,`4t� �. .j j. ,.rat t y.+, t •lttt rea, ty:r °tii ,i. tt 1 1 {s.:Y y t e'r{e,t t xt,{�#1 t�(.{''! �t\�Y' 4�, t..,4 � rr<+Jr.�'4d:`t'} , r�. t .r;e.:^r¢,3,,,i'# t. Fp j# ';•.{{rC. f �tf ? 1. ttt ..a' �^. .' t . !t t.� � t ! F'�t� l�'r:l��C Ertl t �i7�9!"'.t� jf. i "'-.^...n�*A. � .. r. . . � - ,. # s '�fi�� fl`�$'a�tt'{'#��.rl.<..w} > .kx.r.S•. � t 1 .JrrvfM.itYM'.2Y?i1/O:H+L'1AtSA12kl�MwaN..na... .v a. ..... ^..... .. ... ...._,. ,rn :.. ...fe t. � :tt .,,.• �.......... .....,..... +:n ., . vn a •r+.+.«;S �....�.. .,. `1. t i;4tl�Sr j411Pk� ...,. ,:. .. � alp+ 1 li Rix}�dfi' 's' WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI { C. Project number. I ` d. Contractor's name and address. C. Date of submittal. : 2. Arrange the Schedule of Values in a tabular form with separate columns to indi- cate the following for each item listed: a. Generic name. l b. Related Specification Section. c. Name of subcontractor. d. Name of manufacturer or fabricator. ' e. Name of supplier. f. Change Orders(numbers)that have affected value. g. Dollar value. h. Percentage of Contract Price to the nearest one-hundredth percent, adjusted to total 100 percent. .. 3. Provide a breakdown of the Contract Price in sufficient detail to facilitate contin- ued evaluation of Applications for Payment and progress reports. Break principal j t subcontract amounts down into several line items. 4. Round amounts off to the nearest whole dollar; the total shall equal the Contract 4 ' Price. 5. For each part of the Work where an Application for Payment may include materi- als or equipment, purchased or fabricated and stored, but not yet installed, provide } separate line items on the Schedule of Values for initial cost of the materials, for each subsequent stage of completion, and for total installed value of that part of the ;f„ 6. Margins of Cost: Show line items for indirect costs and margins on actual costs only to the extent that such items will be listed individually in Applications for i Payment. Each item in the Schedule of Values and Applications for Payment shall be complete including its total cost and proportionate share of general overhead ,k f and profit margin. C:f• i a. At the Contractor's option, temporary facilities and other major cost items, in- 4 cluding mobilization that are not direct cost of actual work-in-place may be shown as separate line items in the Schedule of Values or distributed as gen- eral overhead expense. The mobilization cost, if included as a line item in the .� Schedule of Values, shall not exceed three (3) percent of the Lump Sum Bid F ` amount. :.` ..r.�) t.. 7. Schedule Updating: Date and resubmit the Schedule of Values when Change Or ders or Construction Change Directives result in a change in the Contract Price. 2.3 CONTRACTOR'S CONSTRUCTION SCHEDULE (PROGRESS SCHEDULE) 1 � 7 A. Bar-Chart Schedule: Submit preliminary horizontal bar-chart-type construction p arY typ schedule within ten days after the Effective Date of the Agreement. Submit fully- developed schedule within 30 days after the Effective Date of the Agreement. 1r.d ..... C54199-00 01320-3 CONSTRUCTION PROGRESS ; RO 3/19/01 DOCUMENTATION IR,± jir°4 1��'.u, gwnx�ttx+xyer' ?k� IOiil':i( ^'R...a' .,.,,,,,,,,,ra:x6wR�vwxvanwan..er+»..^•. t ^.--.*++.w.n.mm*.+1w,wpwe�;,"+'"1')?":i"t`, i5'T''".�.'+��5�� 4 � ,t''��,x '"?;3�'F .v+rxx�a t aa�,a�vs.9 �a' { i' a.: ''' tiS'`;'Ate••*'�'.' �, �� ` :t'r ,,�v4•�'�.Xt`x•. ,1'. �i r �t Yi`;r,ti:J"�:;}.:�.; 't.. ,.i'yT��fS':SS�f�t.,L t�' -z'I )i'y,'ki!•�A%z�•Yr t,e; � f k.'4.: 1t r .:'S :;� t y .� S t t"•r.'.t it:",.r.�` ji.3.S,4d ,,:};.!1 X �q y'. i r I ,r.c_J t i. t .r ty e 'r�: 14Yt�r l•ltz rf .i''l;)ryy.��xCz• a><j Ar'Yr{j`#u' .,�. ','I `� )�``t''� l x ., .y. ' •) ) t y �y 'pti 'I y t}ii S:; t t. �,. �y, ,; ^F ty' !', + i i r "� a' ,•�.r 1 o t .� ( t'.� ai y''N 4 i 777 q t , tti lir°!"�#i r13 ari • } rk .r.; er,.u. .,. ....,.: ., .^...,,t., ..., ... .. .......,...,,...•...,J.a.r. xrran,rsW+YN^Yw',trxx'.e..nw.waww......•:.�v..u...,. ,. .._..,.,...,.�aWrkA14l.�� kr} WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI B. Preparation: Indicate each significant construction activity separately. Identify first workday of each week with a continuous vertical line. Use the same breakdown of units of the Work as indicated in the Schedule of Values, 1. For construction activities that require 3 months or longer to complete, indicate an r` ` estimated completion percentage in l.0 percent increments within time bar. 'i C. The Contractor shall allocate the cost of the work, including labor, materials, .i equipment, overhead and profit, to each activity. The total of all costs shall equal the 'z..:;..;.:•?..'r :•. . ! contract value. Using the cost assigned to each activity, the Contractor shall develop a ' Cash Flow Projection. The Projection shall be presented in graphic form depictingE : ! Estimated cash drawdown in the aggregate, by month,over the life of the project. ! D. Updating: Revise the schedule after each meeting or activity where revisions have been recognized or made. Issue the updated schedule concurrently with report of each meeting. '}' 1. Revise the schedule when, in the opinion of the Engineer, the schedule does not SYf Fj10-! 1.; 'l represent actual prosecution and progress of the work. ; f 0.0 > yt' '�C''r4iJ i,?y` tt. i 2.4 REPORTS F zF A. Daily Construction Reports: Prepare a daily construction report recording the following information concerning events at Project site: 1. List of subcontractors at Project site. 2. Approximate count of personnel at Project site. 'a.� i>'x```�'�7 A,'" � 3. High and low temperatures and general weather conditions. 4, Accidents. ` 5. Meetings and significant decisions. n` '`Y�✓r` 6. Unusual events. 5 F'; 7. Stoppages, delays,shortages, and losses. i 8. Emergency procedures. , 9. Orders and requests of authorities having jurisdiction. c w•�z; ,. ,; 10. Change Orders received and implemented. 11. Work Change Directives received, "RAW Axxe r. 12. Equipment or system tests and startups.letions and occupancies. P 13. Partial Completions ' } ' l 14. Substantial Completions authorized. 7 'j,�y!•r t�,�'t��i, i� B. Material Location Reports: At weekly intervals, prepare a comprehensive list of h�#* is materials delivered to and stored at Project site. List shall be cumulative, showing materials previously reported plus items recently delivered. Include with list a statement of progress on and delivery dates for materials or items of equipment t3 t ;y fabricated or stored away from Project site. µ . . C5-4199-00 01320-4 CONSTRUCTION PROGRESS �.. RO—3/19/01 DOCUMENTATION f L,�1X�!77 »,.n.,M.w..,.v.,:•-_--- .-"T' 'n ,FNA•t.rarn...'.--• ww,M.rs'..hW11N�'nti7Kt74tnAL}P7tf�Afiploa+vw^-'---•..i"!r , ^f^t^ ,.,7,�-.;.-n1 , .'rr. .•li < , �.vtat M1..t :�i,., t =.r u�kq��uy .r�4 r;h"�''V• rh r ,t { i.'• 'tctr , ytg r S.r till < a 7^ ?. :e W r•;�r' S'�?tS�l'.!'tS;�iAr t r 1 f it;rvc Jk y vb y a xr�}., Q it c ?'�'��'*J.?� 'Gi k 4}'.^F'.;.ial,j�' rr•=',�ni'rUt i' h a.."�..,_I!.'`Rt4r,.a *t� ..v {. '..'t:, .r y;;r +y;.T,,;". ;:• '•' fi s.` .,F ��"" �{.."'. t .i—�:Tw,.«t`<^Y•+ ''"'1•, ,4�i �1' � tf•'+e "'�} °' � t .�f�sl t' i ,..:, � �t�' '/t, �F ''x '.rt;.r• "y':.§ z'`�C 8 �,1�:�>�i A!�A. t�: tt �i f_n � �tki ��., y.i ix31t i,',��`t"{ +'it7�' .il= 'i`i) JC �.iJ' H,�..,r3!{ �; }iyt Y. k 4 '`.t 1.1K ��r�4.}i�.;Y'C,..�•. J t '�,, t�7�.5 (� �„ , Y 'Sr.L} t. `��''t� Sit'"1{{'25i'SSW'UC�y€�t �,IC53,° }d,; i:i�. t{��W�� .r1•+{��7q�� '''t,��r 5,ui� V " }r.t/�A�,nISp ��@•!xk , ii gts. d. f1, I''7 Y#azil C t�43 v ii lrfi'tt t �p }e t pV'y'R�• � � I',.{�,,t�t} p��f'�i� � i s� ``>5 �7 �yy t�ttl,� ,�rf��' ��F r 99��' , t1 t2rv'1'ii,i f� }'4 � �f ,�.(P I�f� rt� t-�;3"F7J' 7 i rt��T`';•`..�$, .S�i 1 - xy�"'x": 9 i {,t; of dr7�$a%'fi xL� t ri, `�r �'-e. > � 1y.,,e"µ �,�Si�` t +�• �� } �"•��,r: � gg,yy fi.cJiif�nbyy7 i y 'rv-0 ',5 ys`� a1.',� f �r�d' 'ritn";4 l.',�f.�� c �� • .,� f' .!' ! � F"N 1Yi nf�•tiF ,q Sa,�tP Styr' i t.ik Syr f�? 3'S,}tui j�t1�+�,x",��f} (� �ttf�<�} ti�$�l7"�t!/zff� �" t. �''± ,nT'&SS �� r}:S�,Kt ,Lt ��V'? r.['`A yk r,� t '�l•h!•4 4yf� ty1'F F+i.+3j+'fA `l = id'§gi xrt .,�'e ° ;3 ,'�•' C`:. 3% .. r 4"`�'S1+t4{r s+ :y ''. Y•'i.f`t; ,�r vkk.�'!^} , r. 4 u�•£�es�J�,''o':..`i7tt3�`4, �i+W�.Yw,iSu��4hYe(Irvdi'r7il��FSifFddlamWe�3�ia�.oa 2:.sv�. .tirt�,,.,.xt,:i'S,�zy'as'aet.,i:.,.«, . 1 WATER POLLUTION CONTROL FACILITY EXPANSIONri; CITY OF JEFFERSON, MISSOURI f�v x4� nr C. Field Condition Reports: Immediately on discovery of a difference between field ,,, conditions and the Contract Documents, prepare a detailed report. Submit with a request for information. Include a detailed description of the differing conditions, together with recommendations for changing the Contract Documents. ~ 4Siu PART 3 - EXECUTION (Not Used) '; END OF SECTION 01320r qq r Y hj y if"rq rrx; A� ! t k ' • � Wit, 01320-5 CONSTRUCTION PROGRESS CS-4199-00� RO=3/19/01 DOCUMENTATION YI f'• ti`� dpi. � , " •'� ' .rF''t t p ,P�,�i t�a ��F,j i.4�b��' s '�. .:•Fi p Fr s" ,c',� ,�':;', ='}`ja'�si{)�f,Y� rt ir^:Cy��Tl�^tkYS3 p� �iYr�;!r��r,t,,ic'�r��f� ,,�, �i��s .�. `�; ts:,h' 4�'j�,.ti�y�:rs �4t1. . ., ,1 ap v�'-,fi. �',z�.•�frn,:,=Y,.;.�ii, .,: i'��t� i ,,�?, r "'ri":; ,tY:n,> ta ?�S" �r3t�' :,fie' ,i� •t'i'�,' a,��'�'a ;" ^sz:f`,, „�C�" }1� ,� r fa }x 5 r<t; 5 ��$� 1�ri) o�:f7'4 .a i,'i� 7' •xut�Y' Pz '� yr4 ti 9��r ,�t a,�. �i�d,,, ?s t: �h , '?' �. � dr,s•,at'ft, .�yi-.i X71 3,.�� t � i,! 4�i,' S'+;j �:.i?..J� l,I.,,.f_t sic:-?C��i4�f�+?k,'"'Q`N;of•a'� jl :I" �"'•th s r.. l } .e q A L C 5,1, ��Y�(5.1,r,�+r}j". .i 1, yr• i Y ... z 5.� !:" x .,, ya y5 t r t'4. "y"o�7xa tti, rjr�� ..,�+ •t x' 7 �a , } is + : 1. J.t } t� �x }1 i. t, `'it Z°`!,v:-pi,� r t Y y '� ,lid;. �a+yi'1�U 3•rys �43;.j,fi 1� r..5; }.^ ..�`. 1,, '�" 5j?. ;.. ,�7#1)l"t.ix tt 4x.{�t} ''/>i 7 s qq4 Jr 4'` }xjl c t � . ,r' t ut y.Yt .'k�7i.>�.KF,'EWA!ra'�`/,YN✓�ugMAlM"M{4ti .+{w .ca.w,... .1.. ..". ,....»',....."..•.+r.,=s,,,NlY4...�.4'i. .flNri:-....:tb. ,...,5:....a... ,....: ., .".C ".".a..w..«L..:.,1:,-uV^x,YkHti.i.W gM4U'tC +r:?.sB FSa�M*'Nap9nie+Vvwyelw:...ri r.. r.:. .,J�x� 4 A\{,t�+T�� 5�.y�+C�y��i WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI ` vxwa . SECTION 01330 - SUBMITTAL PROCEDURES f i}11 t PART 1 -GENERAL 't• ",;.,:,` j 1.1 RELATED DOCUMENTS t+; A. Drawings and general provisions of the Contract, including General and Supplementary ' •�r;;k �i�;ff,; 1. Conditions and other Division 1 Specification Sections, apply to this Section. ;a 1.2 SUMMARY ` A. This Section. includes administrative and procedural requirements for submitting Shop `rv?r,,�;{r'+ Drawings, Product Data, Samples, and other miscellaneous submittals. ' B. Related Sections include the following: 1. Division 1 Section "Construction Progress Documentation" for submitting , schedules and reports, including Contractor's Construction Schedule, Schedule of ',j�° ' Values and the Submittals Schedule. 2. Division 1 Section "Quality Requirements" for submitting test and inspection ^Y: } reports. ,s�tsr 3. Division 1 Section Closeout Procedures for submitting warranties, Project ;l Record Documents, and operation and maintenance manuals. 1.3 DEFINITIONS ! A. Action Submittals: Written and graphic information that requires Engineers responsive action. jy, tYh'" B. Informational Submittals: Written information that does not require Engineer's approval. Submittals may be rejected for not complying with requirements. ;. :':'-',Y 1.4 SUBMITTAL PROCEDURES f�trj V 4„�t3`S'�rrtf11 ': r:,y A. Coordination: Coordinate preparation and processing of submittals with performance of tg�p k\ F, xt� tom} construction activities. 1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other rti f . submittals, and related activities that require sequential activity. '��• Sri• 2. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination. sty ,r4} 5n' xl c,fnyt; CS-4199-00 SUBMITTAL PROCEDURES 01330-1 ac'syzty RO— 3/19/01 `1 }"4>/{ y .{ .z.. ;+^^.+^t"rnxrrsg.+st;:;,C•A y: >w 7� 111111111111 19 !¢rsaaa-..+.r?n- r "T"".T•.....+.x.wCw}.NlNrKArMNnxnnw.wn• 7r' .t .fr y ��'A.w�N?°"^' a,},}` .,".', i.r...r..+L R'r '� x,{ .f $�?•�Er:y.�.. •:rr" �1 i ''S,' ., r�.y�'.�iwt. 7: ` .', .t' r ..}{} l .+ :� .4 4 r:c.• '.'Jj'3 r5 ,3� i '.1" r•tl�: ^r. rlt i" .17' a, ,� a {, ! `•t%i;?S er{.'�.','��.cc'ge;-; i�'}!7 P,rS,.7� ,1;.. •�`. i5;t's"'a,r, r: 4 i'a''" i' c, i:` '>, }t,, i. ^r z' ,;. '+.4�`s" a ,rr7. .,. 3i.�}'aR. •.F;,` >�?- ! "i .p 4' "t �t < b'r t. l'x•;:'f iJ. '!.i'u r f A S':+" di5 �: ! }',<�,1r7,4„"Z�'si':; , x} u,_S�v t,t ., ,.` N :i(+..�t k�a..f.. 't..4" .r ki. Y7 k` / t:'. ,r >” }! i'•1 i t r. il; l�4 ri 4 e'v� P 1..`?� i�r � �a.��•� S:7 a. :J,. 7,., t r.t�14., kC, lilt• e,F,r. 4P tai r„;.. ..t,,;:t„A.t fit.✓ 'AM- A ,T�,x,44” s�.7v 4a:' ;p 4a„ 7•�,, j '"{ '1 i + r. ,'. tp'..-:! .f, '.1,g.r $,. ,, 7.,,•t v ,�'}S �. ( or, 1 r,} 'j d p y t wX Fy"• h• .S;P';•� rs+:, ,ret,lr,.,r ".A' h r Y ��t•' ,l (,? ):�J, :,-� '"r, :F#+• :c t s w 'f '� h ;;,i'r s h, r �1,.r,{, r.E`' .1t',j,.wr 'eat +Cf• 1 .s:.!.v •e::'.`r e ,r[1.., r ,' r i${4,. ,...,.y+.rrl `r, .j le�glil��+� ��l �E `''� r 9r.+.wl.ydTf� :',sr. y.;}_ s t. r,: ,,a' !r ,rr s i `r L �.t:h }.5c,.:�'rt,,tv`,•�x1't ..ti�t M !17- :t s., ,,;. C"�A� rah2'^h�w.irE:?rt.r ,�' �. y .n" 1 s ., � t t 'i , i .� j, � `r I r. i t7 it T- J+�'�4�i�• '{;t,�J,)Sh k' (^1'�' St ..� '�}.tW F: t ,� .S ,.rp.. 1 �r 7:'.>`l't v^n4 t•r t !+i '^ s r .',+-. "ya Cy"iris 4 ".r, r h"'r"t j" 't s ”;.,`. s. a: '.y ,\ ".",.;x .i. ..!'?• \ ,x ' ` i.0 1s'��f U "?r�, ty ;',�;.��"fi^ki.N,J�>rtp,, ',,:` ,r't,;t�'•,�.,y,,..r.:=r+,Y ,•�,} , . i ' +'t:ri' � ,,1., ..r� ='r.., s: ', 4 r � � "°"7f:S!?,;t" .tryft.�l"�tt� �a.�,"lj},•.p,�t,rk{{,�4 i..jrr. 1 p,E v,1 c. 7 s,^r,t r , �.: ../•' 17 1 1 ..' t F,:. 4 .;t r f t1 v`}i'r t j�"i�,rqu� :r (t"1��y�l r^'i nw.u+r , .. s ., jJ , r ! .+ ,. t {. S ,S� '�+�I�Ni Sb�7t�'3�`r�� s•+;tz , tt ,, . ,wkk1.H.+Nµn rvwr.4.w............_.,...... • .. ... .. .......... y,..p»..r,. . .... .`... ,...,,......_ .......,,.nn.. } ,A 1!�{s�1 yt r !k 73 J y WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI a. Engineer reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received. B. Submittals Schedule: Comply with requirements in Division 1 Section "Construction `j Progress Documentation" for list of submittals and time requirements for scheduled performance of related construction activities, C. Processing Time: Allow enough time for submittal review, including time for Time for review shall commence on Engineer's receipt of resubmittals, as follows. Tim $ P :I submittal. 1. Initial Review: Allow three weeks for initial review of each submittal. Allow additional time if processing must be delayed to permit coordination with subsequent submittals. Engineer will advise Contractor when a submittal being processed must be delayed for coordination. , <''. �• , ;' j 2. If intermediate submittal is necessary, process it in same manner as initial submittal. . �•, 3. Allow three weeks for processing each resubmittal. 4. No extension of the Contract Time will be authorized because of failure to +..i transmit submittals enough in advance of the Work to permit processing. I;+ D. Identification: Place a permanent label or title block on each submittal for identification. 1. Indicate name of firm or entity that prepared each submittal on label or title block. tY P P j 2. Provide a space approximately 4 by 5 inches on label or beside title block to record Contractor's review and approval markings and action taken by Engineer. 3. Include the following information on label for processing and recording action ' taken: a. Project name. r b. Date. C. Name and address of Engineer. d. Name and address of Contractor. i e. Name and address of subcontractor. ' f. Name and address of supplier. g N '( Name of manufacturer. F;` ,,111tIM[� h, Number and title of appropriate Specification Section. i. Drawing number and detail references, as appropriate. :.1 E. Deviations: Highlight, encircle, or otherwise identify deviations from the Contract Documents on submittals. :y tefi x Ilk" F. Transmittal: Package each submittal individually and appropriately for transmittal and 4; f orm. Engineer will return handling. Transmit each submittal using a transmittal f ' submittals without review, received from sources other than Contractor. C5-4199-00 01330-2 SUBMITTAL PROCEDURES r f> RO 3/19/01 '= € IM �'1` f!.!o*'l^"^r.- .�"' wynr,��cr+xt�t'• ...`y'ar,rwMUM'4t+sR''�+tsf�KVtTAfK�MtYN ;^`!n,.!.^`^ ni ,t'r'i t .r ,`tH'Sdd•r'�i�"^ yK,,,. •S "S t$bY��'�.r ��'. yt.g,y,bit yyhh ,,,. i F :n >' .r...jl. 5i `A.f t` .r .5:�,'iw s f;�y•M t� ii7r ..yj} i;S'{ r r,! �'. .TS 1 t a i y, 3. t rrv»r tzr C r�.TL•y.��r (. rt i�,�'q,g.,i,,.t,rq•: !P. '}yr i 4 ',t. 1'F i. i s a 1.'�i, y,'. �4K wfa� it `";rer,,�^. t.. �+i, �i #`+ r�. 1, �v t,a s �i s t r S r !:: .. .�r a:.c i a' ��i'+'7.; •� �.;itS��i .: '4 ,'h n.;r(t.a.+i J`{F � ' C' S c .2:' r :t r •I'. 1 , 'ar .4 r' , f'7 .:..ht7k,lY}�}.?+.r?r,yc4`y�..,. i� � 4 , z � 7,a•�1�'� i"•ic�t"l t"`'r�r:Ft1H,' t}� � 1 y " ��J :.. Ill moral 811414 M-110, S r fr t V S 1 � w 4. � , ,•� , e � C Ii!'r�t'65��'4,Sti�r . y � : , •�'� �, `� qtr r t +��'�"`'��4'"S'ti$�,� Ila t , (r! .:.:.twi;rMMu�Nh3aiM!!'n1?N.C•-hgvrtre.vm•wa,mv+,.1.P....n....:....... .. ��'.. .�.: -:.......,.,.».:i..,.,t vn x..',:1 nir. ..•,,+.. .. sry .,,�... ..... .. .. ............ wrws.+..,yn+sT ,:e..!.M!it.t,^P✓h/nMr:m. 4,f..t.....,a,._......'r :;lt:< .J ,r.t.�. 1>�t�s WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI 1. On an attached separate sheet, prepared on Contractor's letterhead, record relevant f information, requests for data, revisions other than those requested by Engineer on previous submittals, and deviations from requirements of the Contract including minor variations and limitations, Include the same label s ' Documents, inc g �r`'t i.�•:S,�:f��, information as the related submittal 2. Include Contractors certification stating that information submitted complies with ::r:•f:;°°; ;�;. requirements of the Contract Documents. 4. fr 3. Transmittal Form: Use sample form at end of Section. G. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as necessary for performance of construction activities. Show distribution on transmittal forms. H. Use for Construction: Use only final submittals with mark indicating action taken by �Y I Engineer in connection with construction. ;1,};: PART 2 - PRODUCTS "{ �i,t f1J`,� :�r• Y� 2.1 ACTION SUBMITTALSyri, ' A. General: Prepare and submit Action Submittals required by individual Specification ' '} ,'ct` 'a' J,1 Sections. 1. Number of Copies: Submit seven copies of each submittal, unless otherwise indicated. Engineer will return four copies. Mark up and retain one returned E; . ,,�,•':,.,,;,,, ', ,`:Zk,"4•t';,'t��yi?fit-: :.I copy as a Project Record Document. a. Submit a preliminary single copy of each submittal where selection of options color, pattern texture or similar characteristics is required. €';'.,y{,;,;.' ,:•;:.,,:>,;: Engineer will return submittal with options selected. b. Submit two copies of preliminary O&M Manuals and four copies of Final O&M Manuals. ` ➢ B. Product Data: Collect information into a single submittal for each element of �t�� .:.,w,,�;,•, construction and type of product or equipment. 1. If information must be specially prepared for submittal because standard printedr>A4 }, ` data are not suitable for use submit as Shop Drawings, not as Product Data. 2. Mark each copy of each submittal to show which products and options are `` N ,i',.l T" applicable. af,. ti 3. Include the following information, as applicable: a. Manufacturer's written recommendations. Ya� vYr' f-i b. Manufacturer's product specifications. C5-4199-00 01330-3 SUBMITTAL PROCEDURES >: RO— 3/19/01 ��nrTM.° �, •r' , 1 'r ' .r t t t !95" '' S. JNi'i�''+( 4.t t T 4 ,. 4 `f •T 7. E' t' tt z xY ;G r."t'Y q'� �•"5t f(••�L'di�?,s C. ' :n,Y. :, J V t C .v :.r r`r��i.`x:<',',,�f t.7 ,1L A!•.�\y.F,,�rtj,?t {�`x"trff f• �'h ➢Ftxi'J.r I. � 1 Vd� r ,ll, �' �}�t.0 rs r�. r ' t ,i` , t r,t 1• S ?}i i.! fit Fcl�'; ,rK +� r.}Lt C"�SA�,"}y rr �Fl. F:}J 'tl.,.larr,, yy ) f. r.. !'rC ��i r , !. ' r ri ^ Sat� r�y�f .t.r'�t�f; •5:-Xi.{taut kf "ri :'C;� ' fi o 41- .. ''�' :' - _a itr •�rf,�{i{ ''�t' r,' r� ',`Y�� ,V11,. ,r1t St}t it tiY'}� ' ,1 ., .. ' .a.rw.eeva .Yrst ra.t d>.r•�.va} ,......::..�r..s x ., ....�,�` ....<.1�...,iu`ti..a+�J J� t,+c.''�S�tJ��j ot .wdrair:Lai+n..�..'�r.t.+Fw..�„w...,.�....,+.. .... i ....,,...,..,.. ,.f..•,rt.z n.t,J•:,.a..„v,,..y,..r.•, .... ,,..u._... .. ... . ...._....., • r� .} t t :t' r. jj .•t+ WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI r-•a ' C. Manufacturer's installation instructions. '�• ::' j d. Standard color charts. e. Manufacturer's catalog cuts. l f. Wiring diagrams showing factory-installed wiring. , ` g. Printed performance curves. h. Operational range diagrams. r` i. Mill reports. j. Standard product operating and maintenance manuals. ' k. Compliance with recognized trade association standards. 1. Compliance with recognized testing agency standards. r zs m. Application of testing agency labels and seals. '1 n. Notation of coordination requirements. � ., k C. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard r printed data. 1. Preparation: Include the following information, as applicable: " a. Dimensions. b. Identification of products. ` r t: a C. Fabrication and installation drawings. �r �,. x"tt w d. Roughing-in and setting diagrams. 0p'N diti? e. Wiring diagrams showing field-installed wiring, including power, signal, y, r'w�r:,;,.: �.�; sf.::: ROE r . , and control wiring. f. Shopwork manufacturing instructions. r' " g. Templates and patterns. `i h. Schedules. i. Design calculations. j. Compliance with specified standards. 'aa k. Notation of coordination requirements. Notation of dimensions established by field measurement. := 2. Wiring Diagrams: Differentiate between manufacturer-installed and field- installed wirings ; x,,} D. Samples: Prepare physical units of materials or products, including the following: a. t 1. Samples for Initial Selection: Submit manufacturer's color charts consisting of t, fr, # {t,: units or sections'of units showing the full range of colors, textures, and patterns <'';` ;. available. at" 2. Samples for Verification: Submit full-size units or Samples of size indicated, ; "r z r prepared from the same material to be used for the Work, cured and finished in manner specified, and physically identical with the product proposed for use, and that show full range of color and texture variations expected. Samples include, but are not limited to, the following: partial sections of manufactured or C54199-00 013304 SUBMITTAL PROCEDURES , ` RO—3/19/01 '*f'tt`Ft�ye is �ti, y,S/1....�..t.•a•....+w•,.+m,..y.».,.,,..x.•r...,};-y�r 5:'"rx:"i+..,"^,^."o�+n'ro"s�ntc�7FtF�'�f4YFY4'�"r"„"'-., �..�7M�ZK� j wS<G t.t, fy..rq�'7`�..,�.ti h�J!j(' �1U%T,J„'1:'S.: ++"+'c! :r .i a .t Jif � 7 ..'t P.t S tY:(J + ,1 1L1i4�RfFkFFN�IY�Y�'tH.M :t,1G r x u;n� �:`rnli} �•5)fy•:, i�'w'k 1��:}'��;•' ,t `<! �R /,�Ij t55,Y.i(.t7t��}F2.'4�.i1 o Y Ir'1 w, i..1 f 't !/ S 3':. . i .(� t\�}r t t+f1n ytc,,�} d. 1 J.�,:r:lt U"��.J✓Y 1 4 13.�k'ax 4 33.0} • t 'h W. 1} ',i+�ivi,',l,';Y:>•�rx ri1.:sr t:.r tJ #� L l '! i ,'�i5' td';. + :Yi rt h'�.:-Fad;,,h•y�C�J� ,YJE:;,vJ 4,rii=:�tiv�`. {"'S`'.3�t�f. u .,� kl,,f 3f.�pnxt�ft Sit..ti •.�,,t. .tr E�.j , �r i 1 I ..r ,t t t; .}. /.. "G.. J is�5 1r �.t.t ,� t.. t G��'t�i;c,�.�r.r,�'�ts, .}�+rnsF� SL ,r2� .y t�: .f Y:. .d t i i f -� }.. •� +. .ftf t5S5 l S k, i. j r �,�it 1{. J`� rr ��y . e.. ;�+j'.,»o.)d'�r�ll.,�'{1 tJJ{5.;�.c{�r t,`lro i..+{i.i,� .,; t. ,`} i t t + t � ! +.( i .4°} y t:l. :�': {.S, ;.I r+ti. 1.K dr etN,..r•.rl t�,,r,• '� •1,Ct�. 9t rf l=tirt,�4 y�7i Y^ � J ��. ., ,,# � 7 t7 '`4�r sr�«# x i�n.+�.:K '.s i h . � t `" .r r t. � .'4! ..t1 tt }•:4t x�r3t;� J�r r�t"�`;; w,s .F ;�a�t'3' + 1. � ,4 ,,,ti'�G,a.y •t � t t�r 5 i' r r. ,r r,.j�, yrE � W dN;�„. f., :�, r i h4 t ! # .f ._ s i + ti .i. ( .J{C..ti .`?,. s i .trMt,'ii�tr{t tif'r�4��J�t i°p'�•,i��••jjyy . ;�t�b a I G k:t lk r. f f Y c r is . t 1 � 7+d 1 } i r.rr` `3 ,f {'2�� t�SIC j'tt '„xt$',Fai�YZ��C•i•) .t .t If'Sr}� r'YtH,A - + J �t S t �! 'G'1 rt �J / � 4 ;T t tfc •, y �.n ,• � J. ;1+ r r +,'.t4��j;zj it� r,#�cttt��•��,�i1� is G't,. + .H ty� ,+� 1r. ". t ..:',... ' •� ,.n........... .. .. .... .....,«.«..nun.wt,v 5.1 .M „k„�.,y11%?Misf'h+tMi'rr^r.nF-+...+..:..._...... ..... .„.wr'rnnivn'a+nt+ntaaaxiHrruszf,wwll.,.,nl,.vr.�a.>.», •' :....._M......:v,•.,.... .,..,.. ,r1 WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI fabricated components; small cuts or containers of materials; complete units of repetitively used materials; swatches showing color, texture, and pattern; color range sets; and components used for independent testing and inspection. 3. Preparation: Mount, display, or package Samples in manner specified to facilitate i l?3ti that includes the review of qualities indicated. Attach label on unexposed side a. Generic description of Sample. b. Product name or name of manufacturer. C. Sample source. 4. Submit Samples for review of kind, color, pattern, and texture for a final check of these characteristics with other elements and for a comparison of these characteristics between final submittal and actual component as delivered and ' : installed. a. If variation in color,pattern,texture, or other characteristic is inherent in the p product represented by a Sample, submit at least three sets of paired units • ,t cr,� t 7 that show approximate limits of the variations. q b. Refer to individual Specification Sections for requirements for Samples that illustrate workmanship, fabrication techniques, details of assembly, t connections, operation, and similar construction characteristics. Ji?i,•,tp}�ta,t' }; �i 5. Disposition: Maintain sets of approved Samples at Project site, available for quality-control comparisons throughout the course of construction activity. Sample sets may be used to determine final acceptance of construction associated i with each set. ' E. Contractor's Construction Schedule: Comply with requirements in General Conditions and Division 1 Section "Construction Progress Documentation". F. Submittals Schedule: Comply with requirements in General Conditions and Division 1 Section "Construction Progress Documentation. G. Schedule of Values: Comply with requirements in General Conditions an d Division 1 •°-v, Section "Construction Progress Documentation." • kr,.ar tYti} t ss 1, { `,�;3f4�'t•.��t,;• 2.2 INFORMATIONAL SUBMITTALS A. General: Prepare and submit Informational Submittals required by other Specifications' Sections. Number of Submit three copies of each submittal unless otherwise 1. f C Sb s SS , indicated. Engineer will not return copies. ', ? Y” M ,N C5-4199-00 01330-5 SUBMITTAL PROCEDURES RO—3/19/01 4Y 6,U ,':•+ti Yy,ftk t t ,` '.:; „F.. .v.mecsu:aeh»ti+".niue"'x'rrwv...•....— 2 �nwK*wu!o"i Y' tl,•"rrgqr „ � mtis ch'f?SittHaPl7t,'WSiK�pi}� 1e'H1R¢w#enfr+.!^."'..'., i ^yy�f 1�t}�r ,i ".Y t C f `1 .,. S � ,. � r ,.�F ,{ 5 F: :, 'J-;My,,q.(.��k,:;yr y�bE .i.'�,i '• ��i .iii�(.'y.r ,L, y §z� I 1 f-: r t § i tt+ { ,nt yaFSh.r '4 ;lt Ki r✓ii`t'6. r� t.r��.c,. I gtai •.ry Ji� 4' t{l 11^Ir F `t t .,1:_ 1 :i'r It 1 (, 1 � .3 t( t �ir>, F � �,�t jtr t. .� r 'i i e} � c T r l .' .,r > i s•' F},' ' nit }.l rt-K) �n��fi+ t, ','. r f H a, S, { ' i tt 1 1 ' ..r ...•!s ,.,.cti.'•v w..,w.•.._.._ ,. ..+. .....?..-,.w.+n4ikM ' "+,R k' YY.,, n4T'rhrie•w4.w.,uv.v.... ,. ,.. .. .. .. .�n.n F r ., ... c < ., r.. .,..n. ...... .. ., ,_. .... .. ' !}{ ^ .)Y"' ... •. ...•. t f ti,i f WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI r 7.) 2. Certificates and Certifications: Provide a notarized statement that includes certification. Certificates and signature of entity responsible for preparing � 1 certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity. Test and Inspection Reports: Comply with requirements in Division 1 Section 3 "Quality Requirements." info that demonstrates capabilities and B. Qualification Data: Prepare written info,,. experience of firm or person. Include lists of completed projects with project names and addresses, names and addresses of engineers and owners, and other information �4 , !tic' h�•�"•`;°'- ,. pecified. }j{ „ C. Product Certificates: Prepare written statements on manufacturer's letterhead certifyingt9s,�t u { that product complies with requirements. D. Welding Certificates: Prepare written certification that welding procedures and personnel comply with requirements. Submit record of Welding Procedure Specification (WPS) and Procedure Qualification Record (PQR) on AWS forms. Include names of firms and personnel certified. ` E. Installer Certificates: Prepare written statements on manufacturer's letterhead certifying a••� �� ; that Installer complies with requirements and, where required, is authorized for this `�, specific Project. ' F. Manufacturer Certificates: Prepare written statements on manufacturer's letterhead certifying that manufacturer complies with requirements. Include evidence of f: manufacturing experience where required. { G. Material Certificates: Prepare written statements on manufacturer's letterhead certifyingy, n 7 that material complies with requirements. H. Material Test Reports: Prepare reports written by a qualified testing agency, on testing test results of material for 4 �4.r•. agency's standard form, indicating and interpreting k +"t�rf•tr � x compliance with requirements. l.ar 2 j4 fl- 1 s�trr • Preconstruction Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of tests performed `f before installation of product, for compliance with performance requirements. �'� "�v{� , ,• ,.; J. Compatibility Test Reports: Prepare reports written by a qualified testing agency, on ��: testing agency's standard form, indicating and interpreting results of compatibility testss� {;1 ` r"{ 'i performed before installation of product. Include written recommendations for primers and substrate preparation needed for adhesion. K. Field Test Reports: Prepare reports written by a qualified testing agency, on testing agency's standard form, indicating and interpreting results of field tests performed either .t6 � aat,:r{; •ice', SUBMITTAL PROCEDURES C5-4199-00 01330-6 RO—3/19/01 '� „x»+••••... -.. ,n...u.rna wawm:wex vafls.rexmt+ylatwn�'o....•• -••n a 7 '.e,. t r } `u'7}s 1 i�}7 `��3�Y�` Imo' „„,,.-,.,..r-.'.;`i`i r •.,•;•„.••.•«.x�psaawazaau>fi,nWw , S C, L �y Cgs','pff'7'.."' ,. 7. i ' r � .7 r+'' r'rn t;}\�' •`�•yd'"FC71'+•„F�r f"; r�.�.. x'cry �" 7 , r'. .�u i y t. r�+i t jy+'i+:y,�t7;�pYtpry'ir {�.� •'4,.¢�:'. , t}. vr r5 '. .zc.• r , 1 'i , � t t4r , k 11ni5}- R � ''�'e 'tii" t r r:n Y t. � t z '� rr$1 .� rt � ��cS'l. ,( Lt,,•" ,,. rHl f ��f9pi{Y .h1, "•'jM_iyr i ' � '' �`� i' 1 ` i ',r( '� Ufa+ L ` �i�L+>..}�t �i��`�.t�(��;i ,CMS ` ." .. !'. rot,_�� ` "�1�� .'J dl f�rr{•tt�ipr(u?.�Y.r •� .. .. tyre c5r� 77 � 1, .. ..... ..,. _ .. ,.., ........ ., ..r �' E M1Ja , ,MaM+r.nt krlM:R+4}rk4r, ;:r4/ A.Y.wa r.ru,b ... ,,.-........ : .,....., ,,..n., v. ..., ,•:.:,.., ._ ...,,. .. ,,. un t i menu „ F u s...,. a .. '1 ?� t t }. y i WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI dining installation of product or after product is installed in its final location, for y� compliance with requirements. L. Product Test Reports: Prepare written reports indicating current product produced by manufacturer complies with requirements. Base reports on evaluation of tests performed by manufacturer and witnessed by a qualified testing agency, or on }} comprehensive tests performed by a qualified testing agency. M. Maintenance Data: Prepare written and graphic instructions and procedures for 1�;,, ,,;•A,,,;, operation and normal maintenance of products and equipment. Comply with ! requirements in Division 1 Section "Closeout Procedures". N. Design Data: Prepare written and graphic information, including, but not limited to, ,r ! performance and design criteria, list of applicable codes and regulations, and calculations. Include list of assumptions and other performance and design criteria and j a summary of loads. Include load diagrams if applicable. Provide name and version of software, if any, used for calculations. Include page numbers. ' O. Manufacturer's Instructions: Prepare written or published information that documents manufacturer's recommendations, guidelines, and procedures for installing or operating a product or equipment. Include name of product and name address and telephone number of manufacturer. Include the following, as applicable: r' i. .r 1. Preparation of substrates. j 2. Required substrate tolerances. j . 3. Sequence of installation or erection. 4. Required installation tolerances. 5. Required adjustments. 6. Recommendations for cleaning and protection. {f P. Manufacturer's Field Reports: Prepare written information documenting factory- id j I authorized service representative's tests and inspections. Include the following, as applicable: Y 1. Name, address, and telephone number of factory-authorized service representative making report. p 2. Statement on condition of substrates and their acceptability for installation of product. 3. Statement that products at Project site comply with requirements. 4. Summary of installation procedures being followed, whether they comply with np requirements and if not what corrective action was taken. 5. Results of operational and other tests and a statement of whether observed .Lf,• ' , 1,,^��t•kY�,lj, „• performance complies with requirements. �i a� t�rsi4t lt�;, 6. Statement whether conditions,products, and installation will affect warranty. k 7. Other required items indicated in individual Specification Sections. 4 W4 C54199-00 01330-7 SUBMITTAL PROCEDURES RO—3/19/01 ��,hRKNW71�i�1��Rr7!W!t�tlrFg7.taWS.L"�r'�'�",�?� �'H''k�friar3'ra ,^...- , .. .;t_ �*n,wew?ra'wmsn^m:.i:r.•oe, t H'°+'gxam+r'^'-'•� `"w'"#ilj� r' IfS 11rN;klZt a r .' i. 40 f:�l 3tt 1'•1 t.` l f t;.S (tii � # LI' }. +C: `q �,i S_l La7 4S��r 1Y 1r rat r i e t r� t{�,' S r�' i s 7 t } y7 st iitL�� rry •X!. 7 t , � ..,.......+.an. r, rc. r/.2•tys t;t,.•;.,,.y....�.............. ty + .$h�il�rtl>.? WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI •,tih �'.�r s Q• Insurance Certificates and Bonds: Prepare written information indicating current status of insurance or bonding coverage. Include name of entity covered by insurance or j bond,limits of coverage, amounts of deductibles, if any, and term of the coverage. t PART 3 -EXECUTION +rli :L. .4 5 � �t 1 •A 3.1 CONTRACTOR'S REVIEW A. Review each submittal and check for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to t; ;, � . Engineer. .1 B. Approval Stamp: Stamp each submittal with a uniform approval stamp including a { statement certifying that submittal has been reviewed, checked, and approved for ; i compliance with the Contract Documents. Sign and date. C 1. The practice of submitting incomplete or unchecked shop drawings for thet Engineer to correct or finish will not be acceptable, and shop drawings which, inti;,,�-,:,Y the opinion of the Engineer, clearly indicate that they have not been checked b Y tlf .3i J,tc•�(J{�tt5 .i the Contractor be not complying with the intent of the Contract .'� r w e considered as proper �.t.;::�r,'z.t�:;,�•� Documents and will be returned to the Contractor for resubmission in the •°' .form {Yx's,��;�{•�•' 7 ;x"�?��si:;-_ t F.i`v+.J1�3i .'aiiwC::'•'r. +.,if;;'•,,°� •+vl` 1. 3.2 ENGINEER'S ACTION M11 I j A. General: Engineer will not review submittals that do not bear Contractor's approval , • ' ' trj i4YS. tjyf, z stamp and will return them without action. B. Action Submittals: Engineer will review each submittal, make marks to indicate ,• corrections or modifications required, and return it. Engineer will stamp each submittal with an action stamp and will mark stamp appropriately to indicate action taken, as follows: .: r,4{ 1• "Approved" the work covered by the submittal may proceed within the ,,•) !•�� construction schedule or sequence, provided the work complies with the requirements of the Contract Documents. « covered by the submittal may proceed within the r'. 2• "Approved as Noted": } `�'`' . A the work co i��'��.�r�,r:ti r• ,•4�f.^� vtt �M1, provided the work complies with the notations construction schedule or sequence, p P , � ' or corrections on the submittal and the requirements of the Contract Documents. n't 3. "Not Approved": do not roceed with the work covered by the submittal, r . +: including purchasing, fabrication, delivery, or other activity. Revise or prepare a •; , ,.';:'• new submittal according to the notations; resubmit without delay. 4. "Work May Proceed": The Engineer will only use"Work May Proceed when the ,� submittal specifically requests permission to initiate work, such as when r; 'ra 01330-8 SUBMITTAL PROCEDURES C5-4199-00 a' RO—3/19/01 f a� ''�s.gtr`li r �Y' r,,•,,,_, �.•-•-r,�'.^*+ws .gYASf NndxFa,..+••^ � ^^'"`�-n wua•uwrax ixssmrr7riM'c»7tr%tiN40+fxwn,rRS„ 7st.rt +. 'f,' { � tnt' � `'iL {2�iir�� -:�� g!tyt.�Ha•%ati ., i; .11 d' i ii'k < t f} 2 J rf,y�-VvYV}. e 4{.J r f ! 514S'i}�{sJ x Y f•4 w ,.r � s c �•r4.i" ? �,q t,��;�� ' t 4 �{,}},•h.�4sYl r{. r '..jt. , f� '` ( ,•t i + � r , .5 } r. r t njr cCA9#,t r� ,,'� �' `r•35. 'tN f i '' .� rs� !F•. 1 .t: r .i: .ri.t t 1{ 1� a 7.:3 ti:ri$ t ��'�r'•�:;;'i •y W Y�s L f ' i2�,. t�' f,S f! yr�,1.� � � :'� t '.r R, } + t t i h�F'� '�1 � f•�' .t r:��Y4F. aL.. ;1 s f�FY �r s t r.. PI F `kk�.F,1,•. r r W7 ,� :FSai.r s > ,r �•.� _ t s 1 s7 i i fists,�ty.t4' •t ;15iA75HH�t�f''�t,;F,tyy`•gg:g s +•r �4�,s s iv $'.. tY't5, �k t.• .}f r r :t. .i 1 .z y ?. .t, .'>f,7e v F��{i.,,t ar',ty yr'�t v ;J,..;t' t 4ry y i1� f S }.., .� •.'�., :t.•, 1 1 't t !'. ! t<k'.t.l y.�. F: }'"'Y5�1f�iIt; :: } xw+r ' .� ..s.. t„' ..� � .1.:..:..w.,ntwvstr�vw,vae.n,w,..i�wtW..c♦rtntiw.«w.....Ia.,:F.` .,,.lr.1r.[,h. 'wt SAY'fy r'Cgk� �4rc ro Y�1k Y�f f'�r5f1 WATER POLLUTION CONTROL FACILITY EXPANSION ' CITY OF JEFFERSON,MISSOURI f .t Y construction sequencing is critical. A detailed construction sequence for the work "r ' covered by the submittal must be included with such a request. "Work May Proceed"means the work covered by the submittal may proceed as set forth in the ;:; :;: sequence submitted. a 5. "Work May Not Proceed": The Engineer will only use "Work May Not Proceed" when the submittalspecifically requests permission to initiate work, such as when 'i pink construction sequencing is critical. A detailed construction sequence for the work ' :t ? covered by the submittal must be included with such a request. Work May Not Proceed"means the work covered by the submittal may not proceed at this time, 6. "Resubmit": revise the submittal according to the notations or corrections; resubmit without delay. ; Ii.., yy .. a not be submitted. 'r,crk However, all notations or Z. Do Not Resubmit a revision need corrections made on the submittal must be complied with. S. "Submit Final Certified": When the Engineer marks a submittal "Submit Finale.;;' .;_,; Certified," prepare and submit a final, dimensionally certified drawing including any notations or corrections made; submit without delay. ' ` ' + 9. "Review Not Required": When the Engineer marks a submittal "Review Not Required," the submittal has not been reviewed by the engineer. The engineer r ` fi4k will not review submittals made for record purposes only or submittals not required by the Contract Documents. ' '`'' � „ C. Informational Submittals: Engineer will review each submittal and will not return it, or It will reject and return it if it does not comply with requirements. Engineer will forward �;` '}F: .� each submittal to appropriate party, D. Submittals not required by the Contract Documents will not be reviewed and may be ff discarded.I END OF SECTION 01330 ( >N Y mx S'S:tti 1 J i,t ,y : F t' ;1; } ,i, `1t `;+f'Q , 't w p 's;e ,�.y;�yy}ryry.•.n- 't' h�aY�4�.r"`i?`t;�i C5-4199-00 01330-9 SUBMITTAL PROCEDURES `. RO—3/19/01 ykpc „ yJyJ/, . ��;'*'x. �', :t., ""i„-'°.,..-. .v�1 -,•_--•^,-•�.si+anavna.» afnv�+, '-• ,�u-.'w5 +...7't`... ke' .yrvdj' '~'P w,Yq`rCt'•{, �Y J �?r�tl�a�W ��. i r b. a yz t ,r..,. rz.i..:Y',c,,- ,.a•,,,,r`.:t u.}. v;,,Y' l:r,,.�.1' it�'°": Y<t.Y t�.,�"7,,.'�1.'.. `Yta•Tn'•S.:z*4.j :tt• Y '�7,f tC< tr r,y. i ,' :f t, t r. '}�� r P t r �.,:'�'Y'r��:;��•r�' {!:i r.^;1,. ° r"�� l; ..; �,� ti..��.�' d �t�„ .p'. t!t y. , it L, f.. .t s, 2 t(`7Tt .ti Rr.1r `tt. fr� S I 1 't. 1 j'11:[? A.(•,i.�,¢t -",+4:L.,,,Y.,u�1:f11.1".1,;.es.�:.3 ?.L1,. •.sv:at,t, ' < .! ;f� v::�' z .•t n .,t':, t. .J.,. ,N,r, '.t's,, :i, t..' :t1ty?�,., f'.,1�: 7i $; t .'l r;Z ,:nl•.. .�.. .y 2' 1 ..1, i' , ri �S tt•i93£,j .°''�T ��a,;gt ix. .,„�s {7S .}�: �.;K.. ,�. '1 ,IS 9''' .t. z, f r .t ? v t{ ',t.:.. ..,��,t.. ,,t.T'I',ti r t'rC,:.x .tr+ri4r r h:'tip U,i��•1!'''iq l;'�', � �1, :';4:• `► .�..,1..,1tt4Y# � ( (. :',CYO �., i'. ,t`.1:: �. .S , t ,�1 y'14 1.}'..t, 1.:7.},",�,.{ ..N'. .�*gip, ,s. •4,21 1 .n "'�` 1.;`�,�,. .r. .5.. e Ir 5 t •b 'I> S. ':a y < .1• ! l hC'r?' ;S t.:r'L ;,i uv, t,. 1 i''� yr r4'trl j� r 1 eU i: �s1t l .X l: rs K t 1'. Y {( Y' T ,,{{// ` t� t.( �.7 .Y tt„ti - �r}l,y �f 4N (T tlt iS t S'i E r tr. 1 «:E r3i'1»• +'{`:+t,r,;,.t 7...t 4!«9? C ..a, l.r �,}.'t h� 1.r. T 3✓Y 1,Y f,.. sd`t. ,,,`St,�4,-,. u�t•;' Y �.: n'ts •!;i.=,.i- p �.� .,.¢:�.}. 4Li' 7' :}, �, ,1. i. ^S't�"�',.t. f ,�' ::dk�Y,i 1 k•`n:t' ',. r' 1,, •t�l : .i�r11 i' ��. "!Y .y ty,+ t. ,ft ' t t 4 .l.`�. y4 tS. .I.j(�j. l��t'�..rr'`• :u41 r<>�y #: '�? r5 t t n ..w.. .......r,........ ...:.:.v...... ........ .. ..n.r.,e,:,�M .r.nr..». .:._ ..- � eil•14.'.. ,_M;'. �I t I SHOP DrNPNWINC SUBMITTAL NO. CP-1- WATER POLLUTION CONTROL FACILITY EXPANSION SHEET OF 1 CITY OF JEFFERSON, MO SPECIFICATION SECTION RE: I. ;a SUBMITTED BY: SUBCONTRACTOR: ` tai!�•�t�}'j��5'. j ACTION TAKEN ROUTING DATE DATE QUANTITY SUBMITTED RECEIVED FORWARDED PRINTS SEPIA DATA SAMPLE SUBCONTRACTOR TO CONTRACTOR CONTRACTOR TO f.' 1 � FIELD OFFICE I p p FIELD OFFICE j p w , ) in O TO DESIGN OFFICE r^ } z U.1 A w DESIGN OFFICE o a TO FIELD OFFICE 0 0 a Gw- FIELD OFFICE t [` r�� l ; Qr (Y g �U u TO CONTRACTOR ) x`+ > v 0° o: 'o N o a ITEM NO. DATED DESCRIPTION ..� Sr } �ko 1a y ,i REMARKS: THESE ARE SUBMITTED AS CHECKED BELOW: C7 FOR APPROVAL 17 RETURN_CORRECTED PRINTB ,f�3}�.n.,;;_,t•±ri ':.•.Y; FIELD REPRESENTATIVE D INFORMATION ONLY O AS REQUESTED O FOR REVIEW AND COMMENT REVIEWED l RETURNED (.1 r,' r, j# jkt BY BY- CONTRACTORS AUTHORIZED REPRESENTATIVE DESIGN ENGINEER REPRESENTATIVE g•!lttr.• :. 3. • 1r ull , �') .'��fif�4i }�.i•ter. 4 7 � f. d! ;R'.I .n+rR.,»rrx..,.,.,.,» ...T�,'.. .^—.±.wwo.?+xrxA+�M1'w++rK+New...u,• _ .,.w.ar*>N+a°:�'m.i�^+..uraz:+Awt�t.'irwu,xa. M.n,«.rr rfa•�(i t"` AZ (� w Jj r f�trif y � i i. v t. t rvi n 1,.!-•,J, '"' f��Y^',�'�'4�Y'r:: �,: .{ff 1{. a'Ll ` �,+� e I a r f 1 r I.t to 3' � � .j 1!� �?�t{, •�i''s1Y.�ra, ;� 'j �i;� dt tr{i.i. � .y'' .1 .•{ ;.. 4! j 3'r�'"# }<�a�` � ij''.ayfj' I ) I .I.;IY q„1 !. .12 35�;i �, ,1,'r s •4'. ,,'3 Pb poll lit I 1 �n �j / t S e ��''4'IL:�"•.t%i 'l 1 h,r :�.1 t�,T :"�L �T t .�, ! k � �. . .. . � df��iz� r'. } i�q4 li`I fd5r � 3'if 1A �•'�ar 'i6'S'r�Zyr IbN tt5H# er,3 ky}Jr 3f+ .tr.:nerld dr11SAtI.SY:tA'.M'°M1s:�fw+.r�...».r,. ., w..�.n .,..,... .. .. .............. �.w t... ... � .<-..,x ,v .,,.... ._...... _ �. .. •,..,.r ..rn+ •lr.T .:.r mir�enK7el..vri4'C+.r'runhuH:ilw.«t.sw..F..w,..•,`5... }7 r�tij�`r�Zti P}`,�4�f k�j��I ,vYtnMr M1h ;�rz J WATER POLLUTION CONTROL FACILITY EYTANSION CITY OF JEFFERSON,MISSOURI SECTION 01400 - QUALI'T'Y REQUIREMENTS U PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. ' �='�.kTt`..>;f' 1.2 SUMMARY N A. This Section includes administrative and procedural requirements for quality assurance u and quality control. t4i;tlK IF�1{ i B. Testing and inspecting services are required to verify compliance with requirements d `` specified or indicated. These services do not relieve Contractor of responsibility for compliance with the Contract Document requirements. �:;.. 1. Specific quality-control requirements for individual construction activities are specified in the Sections that specify those activities. Requirements in those •`t?;; Sections may also cover production of standard products. . :, Y P P i:. �r,�•, 2. Specified tests, inspections, and related actions do not limit Contractors quality- control procedures that facilitate compliance with the Contract Document k ,� requirements. 3. Requirements for Contractor to provide quality-control services required byl; ,,x•. Engineer, Owner, or authorities having jurisdiction are not limited by provisions 'r'`'' of this Section. C. Related Sections include the following: k': 5 1. Divisions 2 through 16 Sections forspecific test and inspection requirements. ll 1.3 DEFINITIONS T;x "; =a; A. Quality—Assurance Services: Activities actions and procedures performed before and during execution of the Work to guard against defects and deficiencies and ensure that proposed construction complies with requirements. tr' "Siyfi't'1�s'r� B. Quality-Control Services: Tests, inspections, procedures, and related actions during andl'1�4txjt . after execution of the Work to evaluate that completed const<vction complies with .;S . requirements. Services do not include contract enforcement activities performed by Engineer. } <� a4;q y�; i C54199-00 01400-1 QUALITY REQUIREMENTS , ,,t. ,,. RO—3/19/01 g� t �- 1]7 ! b "`rA#'J9{}{Y;SflAV}t�9trFKtit�yY N0.l! ,,tew,.... anvkMYUtt FtTr"w•;a"'!M r r-,^+.«rwa�kT Y?iNrwnr;.'r+rP^..+" � t;,7 r" 7 G teri 1 •d ' RJ ,+.+'.. � + t.{,t_�5. F qtr y i� t '1' � 't. .•s f r �l s > j r. i �;Y f f t'{�r' tttr':f,.: �; 'd }t:t .YyWar a�rm }Y 1'. �Y sl i j .�.tt t :t ,nK .. i s'. t yi,,.} •7 f,. � � . ],>< "$7!1 r._'.-,... i t y � ,,.r, ..p.. .nJri• .,f ur..,�w .r.,..... ..... ..,. ....._.._.., a+i.wiu5 tJ i�. t n1t..,..n..nria....:.w...a..,.•ru u:._...,.. ' :. :). ...._....,.. ... x. _. ... •... ......... n n.w. ,1. • t.i� t ;l WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI C. Testing Agency: An entity engaged to perform specific tests, inspections, or both. M, f Testing laboratory shall mean the same as testing agency. ' � tJ ' 1.4 SUBMITTALS ' A. Qualification Data: For testing agencies specified in "Quality Assurance" Article to ;. demonstrate-their capabilities and experience. ` B. Reports: Prepare and submit certified written reports that include the following: 1. Date of issue. `` .;• 2. Project title. "t 3. Name, address, and telephone number. of testing agency. `� ' 4. Dates and locations of samples and tests or inspections. ` 5. Names of individuals making tests and inspections. 6. Description of the Work and test and inspection method. ' ;.•;:,. 7. Identification of product and Specification Section. 8. Complete test or inspection data. <'! 9. Test and inspection results and an interpretation of test results. 10. Ambient conditions at time of sample taking and testing and inspecting. 11. Comments or professional opinion on whether tested or inspected Work complies I, { with the Contract Document requirements. 1 12. Name and signature of laboratory inspector. �'� indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to produce required units. B. Factory-Authorized Service Representative Qualifications: An authorized ;{ representative of manufacturer who is trained and approved b manufacturer to inspect installation of manufacturer's products that are similar in material, design, and extent to g,� ?if , ` those indicated for this Project. �yyjj}T V., f 'rYr C. Installer Qualifications: A firm or individual experienced in installing, erecting, or at'r•' k�•,:.;4 assembling work similar in material, design, and extent to that in for this Project, whose work has resulted in construction with a record of successful in-service Performance. `; `' J; D. Manufacturer Qualifications: A firm experienced in manufacturing products or systems similar to those indicated for this Project and with a record of successful in-service �; t, 'r performance. r'h•7 3,is: •.•r� C5-4199-00 01400-2 QUALITY REQUIREMENTSia;>` RO—3/19/01 f , itY.k �j Jy� Pf ,e...�� '' "rn�tf /Shlri+sr•„""" ... ...., p»v-+.w..�rxrMr•.+rts,sEIWVHN'r1�'.� ^"'. 7 r t t r� t z r k:;;: r rSY .�c .t � . :• .'t.- .',4,: < ,..'' ,.'.;.5 ;�s .ls.'i.� is n'� ?i. .r ti4.'iixs'•t�7t;tj�rjh.? v �i Y. � yy 'k t{�� t •k 7,, ]• �'r�•k. n i �£'!3{(,: t c 1 � tr `S r ut } a r j `• �.>i ;� 'r,� :fSR .}� .r.:...ty„1t`:•ti i t/ t �j .'+ '` i� i: J ' y,i t ., 'r i ''t i1,' pi.} '�ra?�}`iL"t,i�s p>7 M,. ,h. :I e"� +N1 fft i � }(( i t r 'S ' ,. t r F t It fit. t� �K.f.Xi:�•�,�?,'t�.•"rS,r�K��{:i„ !,'�i•. t� ('; 4_L ?Cti i. S f'.f i c] 1, t { `f(.t t . :' 1, (. ! '.•Y��lIC� `', $jib W.t�tij i.tv�: rt rf c a .iil ,'rr t<.�� t �9 i '�'a.t y`r.,.��4�r�'�;+�N _1tt. 5 1, lf(•y t,,f -t,`yt>t=fi J7 r a u• i?: .:fit- .t•` •f. f "tt�j1�1. .+.i yTS,f�L�s�:Y.�f., It bf y t t t'\ r a .et.' t,!, y,.lY,• 1t( t t r ( t i'r. ..{ i ': t F S �A i t J/•'`•,{t:l•] e", p.f('t Yt.Ii4l' '{" •1 .4 j'.l f� ] I S(.µ 4r1t>f�.,,,t'i::t. 724.14.'f'Tff^irF%tv 't f, t i t.xy, t ..ii ] t 1 �,iG,7�.�,•y,,.,.�tyy a P }�tj+ tF`r .� 41 y 4u +� a .. ♦N 1v,t ♦MeM 1"1.p.1 ..i.^Mnre.r,.Im..V.i4».......:, ...♦ ........_..... r WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI ' ) r -�' E. Professional Engineer Qualifications: A professional engineer who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providing engineering services of the kind indicated. Engineering services are defined as those performed for installations of the system, assembly, or product.that are similar to those .: indicated for this Project in material, design, and extent. .r ` F. Testing Agency Qualifications: An agency with the experience and capability to conduct testing and inspecting indicated, as documented by ASTM E 548, and that. t� to be performed. � specializes in types of tests and inspections 1.6 QUALITY CONTROL ess otherwise indicated, provide quality-control A. Contractor Responsibilities: Unl jr services specified and required by authorities having jurisdiction. } 1 1 Where services are indicated as Contractor's responsibility, engage a qualified testing agency to perform these quality-control services. 2. Notify testing agencies at least 24 hours in advance of time when Work that j t requires testing or inspecting will be performed. t ; 3. Where quality-control services are indicated as Contractor's responsibility, submit a certified written report, in duplicate, of each quality-control service. 4. Testing and inspecting requested by Contractor and not required by the Contract Documents are Contractor's responsibility. 5. Submit additional copies of each written report directly to authorities having jurisdiction,when they so direct. ` B. Manufacturer's Field Services: Where indicated, engage a factory-authorized service representative to inspect field-assembled components and equipment installation, r' including service connections. Report results in writing. ` C. Retesttng/Reinspecting: Regardless of whether original tests or inspections were Contractor's responsibility, provide quality-control services, including retesting and reinspecting, for construction that revised or replaced Work that failed to comply with `• .,,.ifs•` ' requirements established by the Contract Documents. D. Testing Agency Responsibilities: Cooperate with Engineer and Contractor in t;a. 1 (,� performance of duties. Provide qualified personnel to perform required tests and °t inspections. 1. Notify Engineer and Contractor promptly of irregularities or deficiencies observed in the Work during performance of its services. 2. Interpret tests and inspections and state in each report whether tested and .,M inspected work complies with or deviates from requirements. t� , ' "' 3. Submit a certified written report, in duplicate, of each test, inspection, and similar Al p P P quality-control service through Contractor. ' C54199-00 01400-3 QUALITY REQUIREMENTS RO—3/19/01 ' 'r'$t i wr+r- ..,r wvwH:w,nnr nro.^r+on+rmn•"...." ''�."'"rti.ur°r�wiuu*+w±.+""..,',.r^� i r..AA1�• �}R�'4t�+:� 't;x�'t . J, � �y�A}}.WbiltYOfiMfllrWKwMI N/SNiaMpJ YAI S!ITraritY lCl�'1MF�•'SYMSSidlR't� . . J r ,, �i�r o� `,•i.f c �,tl#Vjt�t� � ! , r, rti f{ r',�,, i,r. t . ' , ++. +. •! ' ; t R:. F ;ryFyF frr�t�.Vii`}�})�r� E'`++ ��7i . .?� ) .(�`}71 t• '� .., , F ). t to{1 F �y 1 f .. ', �t� i.4 i .( ) i't t 1511C`�•�i£S;'N,k 1 ? }• Al, f � t it.7r� !}. ° F _ l' rl r d ..`• t 'i 7 ri}{ .� � �. 1.. �ir>?F . `'.' R{YNY�wh.`��w+.n-��w,.i.•>.•..,�:eL..... ....:..,. . ......I....vv:[>1Yi1 V,K3J{r:i';Z.r�}Yi.e K.'45f1�. N�h.'1 slr:F.n...:........�.....' :.,..�.....,.s-w hlt VF:/YN�tY4.'MA.a++,Yb',.n•w..,:............... ':.:. ..�:....5..i�kwr..l r.iiYltl4r�� i.tyt'�r� �v,,', +� rn fwa WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI 4 ' 4. Do not release, revoke, alter, or increase requirements of the Contract Documents or approve or accept any portion of the Work. } 5. Do not perform any duties of Contractor. E. Associated Services: Cooperate with agencies performing required tests, inspections, ,I t •_ and similar quality-control services, and provide reasonable auxiliary services as requested. Notify agency sufficiently in advance of operations to permit assignment of 'rt, personnel. Provide the following: 1. Access to the Work. . 2. Incidental labor and facilities necessary to facilitate tests and inspections. and 3. Adequate quantities of representative samples of materials that require testing inspecting. Assist agency in obtaining samples. 4. Facilities for storage and field-curing of test samples. } 1Zd 5. Security and protection for samples and for testing and inspecting equipment at Project site. f 711 r s:;'PEKY:'f;'• i ` ? F. Coordination: Coordinate sequence of activities to accommodate required quality- assurance and quality-control services with a minimum of delay and to avoid necessity •.;,;:tt:;;rr .,.j of removing and replacing construction to accommodate testing and inspecting. PART 2 PRODUCTS (Not Used) PART 3 EXECUTION 3.1 REPAIR AND PROTECTION General: On completion of testing, inspecting, sample taking, and similar services, 1 repair damaged construction and restore substrates and finishes. 1. Provide materials and comply with installation requirements specified in other 's 3�ytr Ji Sections of these Specifications. Restore patched areas and extend restoration 1 '•'' into adjoining areas in a manner that eliminates evidence of patching. x' ri B. Protect construction exposed by or for quality-control service activities. C. Repair and protection are Contractors responsibility, regardless of the assignment of � r:.'' ; responsibility for quality-control services. ? � END OF SECTION 01400 J,y�r}f��4e}t,v1 `f t � � CS-4199-00 01400-4 QUALITY REQUIREMENTS ,.. RO— 3/19/01 >F 1 • W} r,,' Md11M�TM11P4N."+',""^" :Ii;SS, 4 , .... �'wa! Y.nrK.MApD1} I' �r i' y r 'L V Y 5 �rk.lJ. l ^t'1^•.,�'t r <''ui;'vr''4" ��!{{{ iit,w'e. -r ! d • yi.r r•ir{''w' S r t7.• '.2 Jr't t l.. c t r., :' y t.' 1 � 7 .. .l�f, r`f?r�ty�,•ii$rpt i;�f,J. L: anY.r'r�. '.1.:rFt2ar ,.'.. ��. -�, �:�,�. '. i'. ,1., ! '.>" ..rt ...}�,1. t'i.p 1r,'f,+c•.i� }t f ,.Y�.,, F,S,,.✓;. �ti�,•.t ,+i 1 t �. i t .t � 3 .4 .t, X ;'�r .. :•'l;? .Yye d,�, ''s`iii'.,,r�t:','.r,�,tiy,., .,,, 4. t. .f �'t -yr`.''::-r�r-`•',,�'S•,, I� a x,J(r �� 7+ll'4.b?tJiup^,�y,..,it..1;�{•t:.. d t,..t .t?,+- t .tt'•*`,:.' i :' 1 .t. � ! ,} �S.#!11 �`xTf�:i,�r,.,,.�!. ,/•f ri�t'�"v-µ •c t�5t� ";kn,'� •� � 'a �,. 4 s �','9;. 4"s'tZ ,., :i, '>: ' ui '4,,.; .S' t 't r.• t t '.tl. � i,. ud§:tJS, ,V t3r�ih 1� i ,a�q't>�A'r,°?'.git 'Lfs�'4(�'",, ter '�;.':,i lr t''r t! 1� rl , 'r r - r r �,r� J1;1' 't'tt<?.�'i5.�.�;4-., i,�sq,c'1:.K:t.�F.`4i`�'a4��'�R f, •;,�. t, t.i4...4J.,��..: t . ,; '.,; ',... i '-'.:�,` •. :,,� ..::::tir�'' _ ' ? '< ,t" „'<,JJ ;S�?t 1. le?r...pkj,i �{� •,Iti o , 6 „e5. j y '�•:sy,-�>. ¢ s, r.}, ..}.`is t r 5 �'i.r,r,� kt, '� K idt � '„S tl•��.}ftc t�� >, !:��.,;,�'. l✓17 ei' r r II t..' ,it +.,,j a if�;i ly ;.,tJx t h kt hr`c�rf��i? .i !�k,ar}l��,k�•Yy�tyo:�rr1 ard(-'�r��:`,/� 'Wl��2(!f•' r + t.,... 4 i.... n+� ..l'IAY�!�.N.<:eli`s+ ,Y. .urv....u�r.w. ` ✓.�.. n,uw hro , .xYMAY�rx:iv:ltM.i,rc4sM{wr..........�w.14.... , tLSL4�11SX9 ..+eWiisrNRSbYCxYLY�`.°AM.Mi't[�+t'r4wrr4dn.Ri.a.ay..�ww.,,wn.t^.:,...._.. ,' ..,_ .. .. .. ..... .• ..�. k r}rJti f S t If d WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI ) w�F„»• SECTION 01500 -TEMPORARY FACILITIES AND CONTROLS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division I Specification Sections,apply to this Section. ,,;,,,.,. •,,,. 1.2 SUMMARY ,y+, A. This Section includes requirements for temporary facilities and controls, including temporary utilities, support facilities, and security and protection facilities. I t' 1.3 USE CHARGES A. General: Cost or use charges for temporary facilities are not chargeable to Owner or }+ Engineer and shall be included in the Contract Price. Allow other entities to use '�''' R„,. g :s temporary services and facilities without cost, including, but not limited to, the f? following: i Engineer. :.titk,x;jr. 2. Testing agencies. 3. Personnel of authorities having jurisdiction. C 1.4 QUALITY ASSURANCE A. Standards: Comply with ANSI A10.6, NECA's "Temporary Electrical Facilities,” and p �y NFPA 241. 1. Electric Service: Comply with NECA,NEMA, and UL standards and regulations for temporary electric service. Install service to comply with NFPA 70. B. Tests and Inspections: Arrange for authorities having jurisdiction to test and inspectr <<. ; '•��'' each temporary utility before use. Obtain required certifications and permits. ,n PART 2 -PRODUCTS 2.1 MATERIALS A. General: Provide new materials. Undamaged, previously used materials in serviceable �;4 �, `+ 1 condition may be used if approved by Engineer. Provide materials suitable for use intended. ;.YYyy,k� C5-4199-00 01500-1 TEMPORARY FACILITIESi r RO—3/19/01 AND CONTROLS w n kr' 7 r: � ty 2 •',i •? rewnxian+uw ctNf?IG]MiaX ?IG .":'...,.-.»—. +rovtNr,�+R>' v�t *�+. ""_`f''t .f'..�'� .J.f a�!M�,rat'w4witt+w�rir„; 77”. 77".77" 't ,bK^,�T•,.N�r h. t:tr"fit ; rf•> {'1`,, U,.i�,� u.y• ! r }Y. �'� "' ,!, t t �xF.aY".n...: t '1 11 ..(...J. rte'' i�•:�tsdt,V (h,�,r` '�4,11F Jtte ,r.{{ sr l.FJ ..((f.'f:..Ab j. rid`+`rt.:�� }{i s � f t. 1,': t �.c ',titf j .t + , ',N , J��',s �`.�.L�. „Y"+..c,ri::ivs?>�tfPh{'.b'$Y.t�q4'�+;.R '�J �i+k'r:. •:rid,. ,� •;t 'S rr�^ r;�s'�..i J �� ,• t � �f J)'ti'. 't t.. ,.V l i Y} 1 .r :t' ' ,�g1,..,47�t<,;°: hs•F,r .�a;�p/f, +� ae��::i,,,,, t ,j ,a{'Y t fi'o•)�2'....t'%: ,. 1. f r !;s , 't ,, f,.f.,r 'e: 'i; \s c •:,,\i;g''rC'er�SK;.34if� `/y,,, .s 'i%`J 1. f �S c.r s.�' ) �' r i}.1..t sir;{;;7 f'TC•,.:.t.:w*,.].r,t. i�,5t °i`4> ':� '�., ,:�.�s,� rl,;F f. �.,�� r'. ! Y '! .i '.; 'S%' ��', .'i. .:'JC A.f 4`�stj'•ry,,6}i.'i{,:r Y7� �t� .y.J,°f-r„} t�,` {�.?� ':z .� f. er �{,:f,tiit{i{ y t S ,'c x r � '..t /:.. (., �f }jttNZ�F \.•7,,r r�'i k,�tJl :iwa Y,• ti �,' .>• = rt 6 Matt#t , Y i �S ..,. '•tf , ( 1 .:i r� a{ .. '> t ��a[e' l+{�rt,}1't�Y :'`}t 1 S ..t; ... r . .,� I J7�' r s.Ft! lcs�}, t '.14i,Y 4r•�y�,M.fi� ..„.I,u+i.dbwi.,ar.. v....,.....i.,.J...,.._... ... .,:. ,.::o,..,..,.,i 4n•a,laze.•rt.. ...t•:...5•,w•r, . o.., .%. r u C �.j ify w ' t (, WATER POLLUTION CONTROL FACILITY EXPANSION t. CITY OF JEFFERSON,MISSOURI r—, B. Chain-Link Fencing: Minimum 2-inch, 0.148-inch- thick, galvanized steel, chain-link : fabric fencing; minimum 6 feet high with galvanized steel pipe posts; minimum 2-3/8- inch- OD line posts and 2-7/8-inch- OD corner and pull posts. C. Portable Chain-Link Fencing: Minimum 2-inch 9-gage, galvanized steel, chain-link `•� fabric fencing; minimum 6 feet high with galvanized steel pipe posts; minimum 2-3/8- inch- OD line posts and 2-7/8-inch- OD corner and pull posts, with 1-5/8-inch- OD top and bottom rails. ' 2.2 EQUIPMENT � •st�,;ats° ��...,..�; i A. General: Provide equipment suitable for use intended, B. Field Offices: Prefabricated or mobile units with lockable entrances, operable windows, and serviceable finishes; heated and air conditioned; on foundations adequate for , r normal loading. f` r C. Fire Extinguishers: Hand carried, portable, UL rated. Provide class and extinguishing it ` agent as indicated or a combination of extinguishers of NFPA-recommended classes for ,,:;.• <, exposures. 1. Comply with NFPA 10 and NFPA 241 for classification extinguishing agent, and size required by location and class of fire exposure. 3 •t;'lN.a.�'.;;r. ads`:`. D. Self-Contained Toilet Units: Single-occupant units of chemical aerated recirculation or combustion type; vented; fully enclosed with a glass-fiber-reinforced polyester shell or similar nonabsorbent material. E. Heating Equipment: Unless Owner authorizes use of permanent heating system, .,; provide vented, self-contained, liquid-propane-gas or fuel-oil heaters with individual space thermostatic control. ! 1. Use of gasoline-burning space heaters ' , open-flame heaters, or salamander-type �� ' '�`';y. `''�;• 'j heating units is prohibited. f}•�I ft :.a F. Electrical Outlets: Properly configured,NEMA-polarized outlets to prevent insertion of u.j 110- to 120-V plugs into higher-voltage outlets; equipped with g round-fault circuit interrupters,reset button,and pilot light. G. Power Distribution System Circuits: Where permitted and overhead and exposed for r; surveillance, wiring circuits not exceeding 125-V ac 20-A rating, and lighting circuits �A may be nonmetallic sheathed cable. Ap C54199-00 01500-2 TEMPORARY FACILITIES RO—3/19/01 AND CONTROLS K.y A � � t •.. I�` {A x n r Mw zwYWMraen+bn.«� .�.t .,. :, »"wa t�1W ►vIYNFA ,, •...•�.17 tr....c tfi ,..y, i. .•, ..i.�.p :,r«';. "� ts; .,.�' i. 77' .. ;.;•: . �:..".'�t '•�• .'S j7r r� .r�x is ,�tr44i`ty��lj lif.'��y.:�4...intr it C f0.1[ — it✓r rX.Y�tSare} f, :Lf' It f. ` ' t,.. t J, i', !i r7 :t`iK}x. 'ts „ktiyq ;`..({ al Z H' 3 �! ,},._`• �ii'.tt •Ktr,ts ,�. atll' 1i{,,;'«?;<� '•'�•z Si tr }„ '�I K..;`<< . �)i .r << 1 t� �” t ' t it ;yf�,.it'yf f i��?`.4n}•�"'"4'Fr;'tir; i `A � �rr • .� z�,14P('p•,`ant�i:t�. •',�♦.F Lr ,� L{4 r'4' .�.� 1t y'i!'4 ,r Y, , i h ..� w:. i t• :z rl•rS} •tJ,'�w` � 't t.5?1`N`«�Y,»e.a'..1 t.:fi,".(��a7 .= z ' r.c .7.`! '•`'?�.j� \`I a r"c } ',1 \ r i n:j , 1: r'{� ,.e�i•r,'k t }v:r 7. �tt. e. S a rF .� x 7". , t�. I a i c f e "^ E I.1 >`u i+z ,}'><j 71 �Jy��'�i,��_� 4 R�• :"•,{.i el r*,�.Y?jf .i t .r _ t j). M�i4':'�:"/ }I '?:f �1`•d t�>WI,� t�,ytl � r `Jt ara ! > 'i' rs• 'ji x p f+r i u F.•�S t r .�.�Nt>3.,. 1° J�i P:•i�rh�:1� t ti tN rs s r7rr ,{ V ».�r..,..w..Arns•MwA•ei>k1'u.sh*,.S+F+rn:»ater.Y,..M ,., ........_..... ... .._ .,,.,, . ... ... , .n . .,....... ., . .. __...... .W..x.,a ,,. -...a w.<, .nw*.wr,« ,,.,...._.....e�:. {+ .r2 , b f WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI PART 3 - EXECUTION 3.1 INSTALLATION, GENERAL .i. A. Locate facilities where they will serve Project adequately and result in minimum i interference with performance of the Work. Relocate and modi fy facilities as required. 1 B. Provide each facility ready for use when needed to avoid delay. Maintain and modify i as required. Do not remove until facilities are no longer needed or are replaced b authorized use of completed permanent facilities. 3.2 TEMPORARY UTILITY INSTALLATION �:,,, %:• ;:; . A. General: Engage appropriate local utility company to install temporary service or 1�{ connect to existing service. Where utility company provides only part of the service, 1 provide the remainder with matching, compatible materials and equipment. Comply with utility company recommendations. P Y 1. Arrange with utility company, Owner, and existing users for time when service can be interrupted, if necessary,to make connections for tem or services. 2. Provide adequate capacity at each stage of construction. Before temporary utility is available,provide trucked-in services. 1 3. Obtain easements to bring temporary utilities to Project site where Owners easements cannot be used for that purpose. B. Sewers and Drainage: If sewers are available, provide temporary connections to remove effluent that can be discharged lawfully. If sewers are not available or cannot i; <i,, .�?�:; ' •x. be used, provide drainage ditches, wells, stabilization ponds, and similar facilities. g dry P �;:;,n;.r*}..�:-::::•_ If neither sewers nor drainage facilities can be lawfully used for discharge of effluent, ;, provide containers to remove and dispose of effluent off-site in a lawful manner. 4 C. Water Service: Use of Owner's existing water service facilities will be permitted, as long as facilities are cleaned and maintained in a condition acceptable to Owner. At rx5/! Substantial Completion, restore these facilities to condition existing before initial use. 2 1. Provide rubber hoses as necessary to serve Project site. ;j�.l D. Sanitary Facilities: Provide temporary toilets, wash facilities, and drinking-water fixtures. Comply with regulations and health codes for type, number, location, operation, and maintenance of fixtures and facilities. 1. Disposable Supplies: Provide toilet tissue, paper towels, paper cups, and similar {' < disposable materials for each facility. Maintain adequate supply. Provide covered waste containers for disposal of used material. 2. Toilets: Install self-contained toilet units. Shield toilets to ensure privacy. C54199-00 01500-3 TEMPORARY FACILITIES RO—3/19/01 AND CONTROLSr? tb ,? l•f�M'� A'x1' rK`rtw.M ,, -7777..ocw*.cMUSr.Sv.G+rtK.elr'Lw!x«. i iIiZ+rmm r ��{.fJ'' t47r'x;�. lilt h r� '! r ti t•,f +.i. ^, ' i r..,�S 1.�,{`. r F?� 4„tY�,•,•.a y ii,,1�,p ih, :2�t i cT.{as X l 11,'• .', .: . ..,1':t ,...fir?.. .. ..rt: . . ... ...... «... ...�. .,:ux,If..G1 Y.1 4 tNk!^. . ✓ _............ , v. , M*'11.YN11T>M,'+CY,'4.w. hw.w................ ..,.�.�s..._.. .,w.i✓waM.+4t', .. .. 1 'J'r t1. .'W,; } t WATER POLLUTION CONTROL FACILITY EN PANSION CITY OF JEFFERSON,MISSOURI E. Heating and Cooling: Provide temporary heating and cooling required by construction activities for curing or drying of completed installations or for protecting installedi construction from adverse effects of low temperatures or high humidity. Select equipment that will not have a harmful effect on completed installations or elements : {" being installed. F. Ventilation and Humidity Control: Provide temporary ventilation required by construction activities for curing or drying of completed installations or for protecting ;, •;, -..:,.� installed construction from adverse effects of high humidity. Select equipment that will 1 not have a harmful effect on completed installations or elements being installed. Coordinate ventilation requirements to produce ambient condition required and K� t1 s'•,';, 1 ti� y°'+f yk•A minimize energy consumption. G. Electric Power Service: Provide weatherproof, grounded electric power service and distribution system of sufficient size, capacity, and power characteristics during construction period. Include meters, transformers, overload-protected disconnecting j means, automatic ground-fault interrupters, and main distribution switchgear. a. •.fit"Jr`: :. a�' tv H. Electric Distribution: Provide receptacle outlets adequate for connection of power tools 17771 and equipment. 1. Provide waterproof connectors to connect separate lengths of electrical power cords if single lengths will not reach areas where construction activities are in �y. >>•. ., progress. Do not exceed safe length-voltage ratio. 'r I. Lighting: Provide temporary lighting with local switching that provides adequate ;t r ' illumination for construction operations and traffic conditions. <' 1. Install and operate temporary lighting that fulfills security and protection frequirements without operating entire system. ��},�L J. Telephone Service: Provide temporary telephone service throughout construction ,:, ? 3I period for common-use facilities used by all personnel engaged in construction /'il Nf' rSYrfti.F ��„�'Y E activities. k�,,4.: fk SUPPORT FACILITIES INSTALLATION Vli .. A. General: Comply with the following: `-r "-+ 1, Locate field offices, storage sheds, sanitary facilities and other temporary }i' construction and support facilities for easy access. B. Temporary Roads and Paved Areas: Construct and maintain temporary roads and paved areas adequate to support loads and to withstand-exposure to traffic during construction ;}, period. Locate temporary roads and paved areas within construction limits indicated on , Drawings. kti"1, '•�G'i!f, 2' ttyn C5-4199-00 01500 4 TEMPORARY FACILITIES �a f' RO—3/19/01 AND CONTROLS .'N'k'C T.Fh'a. la,or...•... - - ?w-'lull+StRn't1�GgP+Tl4'riSEl►ti +'*uw'"'""'.'r^1.+ Fk ]a q '� C! i F •�*' '4 ?c� fyuv? -..4 ,... .i :'r i;• fs cl 4t�#!ier� ¢'��'�+�(�� +i,'•e; 1 L` ffi `�ttYfif. 1 {.k ;)i3 '� i r htir ( t,. 1 i .!. �'' t f t r h •fi ftli"'?4i};+ai,i`{� + { 1�, k yY : � ,� k. 1 IiS t , .i } A yY�S q5�+1:`W�✓��a)t�t�r 1 c �crt a} i lf, yS ISCCV }.Y L it mwfqlmlj,� M1 11411 1 } to t .,1A t`i t , oa .......,... r..�. y y..r WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI C. Dewatering Facilities and Drains: Comply with requirements in applicable Division 2 . Sections for temporary drainage and dewatering facilities and operations not directly associated with construction activities included in individual Sections. Where feasible, ' use same facilities. Maintain Project site, excavations,and constriction free of water. 1. Dispose of rainwater in a lawful manner that will not result in flooding Project or adjoining property nor endanger permanent Work or temporary facilities. • '' 1rt�r`�li j D. Project Identification and Temporary Signs: Prepare Project identification and other signs in sizes indicated. Install signs where indicated to inform public and persons "',`.:`'c•,r''"' j seeking entrance to Project. Do not permit installation of unauthorized signs. ` E. Waste Disposal Facilities: Provide waste-collection containers in sizes adequate to tAtt: ' '. handle waste from construction operations. Containerize and clearly label hazardous, dangerous, or unsanitary waste materials separately from other waste. Comply with fl Division 1 Section "Execution Requirements" for progress clearing requirements. 1. If required by authorities having jurisdiction, provide separate containers, clearly labeled, for each type of waste material to be deposited. u" 2. Develop a waste management plan for Work performed on Project. Indicate types ` yr, of waste materials Project will produce and estimate quantities of each type. Provide detailed information for on-site waste storage and separation of ;4;j recyclable materials. Provide information on destination of each type of waste t14 tr , a material and means to be used to dispose of all waste materials. F. Contractor Field Office: Provide an insulated, weathertight, air-conditioned field office for use by Contractor's personnel for the duration of the project. ` G. Engineer's Field Office: Provide an insulated, weathertight, air-conditioned field office for the use of the Engineers and Owner for the duration of the project. As a minimum, ` the office shall have an area of 500 square feet. Furnish and equip office as follows: 1. Desk with minimum 60-inch by 30-inch top area, four box drawers, one file drawer, and center locking drawer. 2. Secretary station with the main section having a box drawer, file drawer, and center drawer; locking center drawer that locks file drawer; typewriter return that has two box drawers and a convenience drawer. 3. One executive fixed-back adjustable swivel chair with casters and one secretary adjustable-back swivel chair with five-leg base and casters. r;,� y,,,,•,r.. 1 4. One plan table with minimum 36-inch x 48-inch top size. " t J'� s i 5. One meeting table with eight chairs. a;.,.,,,,z�. .• 6. One plan rack with a minimum of six print clamps capable of holding 30-inch x r,•;, �,,�.�_;:; ;' sue. •, 5 4' ., .,, { 42-inch sheets. MW 7. Two four-drawer letter-size locking file cabinets,minimum 28/z inches deep. , n, 8. One lockable storage closet or steel storage cabinet with shelves for storing office .: '! supplies, V-6"D x 3-0"W x Y-6"H' fT t114 1 " " 1 11 1 9. One 3-shelf bookcase, 1 -0 D x 3-0 W x 3-6 H. ` 4 C.54199-00 01500-5 TEMPORARY FACILITIES Jar. RO—3/19/01 AND CONTROLS `z}t ^'' � S r WMt�tfcK4513fCiK 14M .� �5"�`.I {'M?xq.,a'!"'""" t 't'� {t..�. .f,:``�;. \}._ ,• if} fJ;'' j.; i i r. l , 4 x y5 st'x.S + °A d:�:'tiy^'fit ShkiJ 3 4. ti {' b? +�L'?r�'�y ) t.,2 i. .EI v , rt.' , }.:. { t ,., 'vs:�"< it.�;tU, r:1•�S��s?pA,;`. ?SI yl�•"%1 11 t I. r tt.'j _ .p f=, .�t,)f,;i:�fkr:.'",%,�R�r ri r ' i r } i r :+r.»,�»+rw.i»+u,er;N»v. � ... : : :. ...•v.,.,;,, t ,�;..;,.,.. ,..t. ,...........,.. .. .......a........a•., r • r,nr m,. ,.......,...._. . :. .. ...........w_...,awo,rMAkK tp."�.. L1 WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI j 10. One containerized, top-dispenser, bottom unit refrigerator, bottled-water drinking water unit, including paper cup supply. E 1 11. One plain-paper copying machine capable of copying 11-inch x 17-inch sheet size ' documents. �..� d {{Y J 12. One automatic plain-paper FAX machine. :';h` t,,;`;.;•.' ' 13. One wall-mounted portable fire extinguisher suitable for protection against Class A, B, or C fires. 14. Properly sized and arranged heating and air-conditioning systems, capable of �,•:r,': ,';.: i maintaining a temperature of 70°F in the office. 15. Stable en steps meeting OSHA requirements at elevated entrance to the office. 16. Three separate telephone lines, one for atwo-telephone service, one for the FAX ',;:,::;,;.,,,,,,�•, machine, and one for the computer. 17. One telephone with speaker on the Resident Engineer's desk and one telephone I�•;.,.� on the secretary's desk. H. Storage and Fabrication Sheds: Provide sheds sized, furnished, and equipped to :•,:. ..,. ';'.,;, '. is r'f •7,:.;?(�.'.lr- ,{ accommodate materials and equipment involved including temporary utility services. � g P �'Y tY Sheds may be open shelters or fully enclosed spaces within building or elsewhere on- site. 3.4 SECURITY AND PROTECTION FACILITIES INSTALLATION A. Environmental Protection: Provide protection, operate temporary facilities and conduct construction in ways and by methods that comply with environmental regulations and I that minimize possible air, waterway, and subsoil contamination or pollution or other ' undesirable effects. Avoid using tools and equipment that produce harmful noise. Restrict use of noisemaking tools and equipment to hours that will minimize complaints v' from persons or firms near Project site. " •,�',�,i,t f'.Y,,ran +. B. Stormwater Control: Provide earthen embankments and similar barriers in and around d,l excavations and sub grade construction, sufficient to prevent flooding by runoff of g �rh tt stormwater from heavy rains. `'� A n. C. Site Enclosure Fence: Before construction operations begin install enclosure fence with lockable entrance gates. Enclose entire Project site or portion determined sufficient to accommodate construction operations. Install in a manner that will prevent people dogs and other animals from easily entering site except by entrance gates. 1. Maintain security by limiting number of keys and restricting distribution to authorized personnel. Provide Owner with one set of keys. :'! �; •�" ��,�,�}°':gin.. D. Temporary Enclosures: Provide temporary enclosures for protection of construction in progress and completed, from exposure, foul weather, other construction operations, r; ' t, and similar activities. Provide temporary weathertight enclosure for building exterior. 1. Where heating or cooling is needed and permanent enclosure is not complete, provide insulated temporary enclosures. Coordinate enclosure with ventilating '. C5-4199-00 01500-6 TEMPORARY FACILITIES r'+ J' RO—3/19/01 AND CONTROLS �. �' ^.�+:+rx�lVC9trwxxw t ....... u«whnsewert . .S �""""'•' X�wA'F.F1Lk:W!Htdrt0.tW��eF fw.+ � I. , r l.S!.•S4 ,. i( s:. � F .i'. • a 'f,It+.. , y`;�A y�t.'a& + .it:' ". , ,/ .{ , �F�1"' f7,� . .'N`4�?%1 t•;�do � 'r' }:s +r,. ,�,,x,: ,,f,4 � 1` , �'' t i. 't , ti�=:"�:,t. �1%'�$�'�d�i,• �;�r{ •Yi. �i�N' ,s � ''' ,f:I + '� `' t d' t �, 1 ,tt ty t, �;,§ ,�'�'�'n1�,•+.s (yam .T?'�"• t.yir la.,: .4 ,, + f. .t lt+ i t J„r}Ib�L`�jt1'-$ ��t al'R, P t ! i •" 1f +t t +''� rtr a)ts:F. �S�.t.T4t I� ,.��, } r etottt� ..i r �..s r , .. � ' ��'• r r'd.7't �} 1' •i#fX �ra.'t`'''<�r t ��;� r * - ...,....x•..,.,.n.s.v..a+«�+,lh,+nn+rr"«"n,.w+.,.w.,r.«,.....•.....__,... «..a."wsMiabawt'Yflt'�YktY1J'Y§A.'M'3�Y�A.a'fb}fav'i'aen�m „,....,-.;.a r,,.s ,.,+..:+.,.•r•,:•••.a,.,•..v �.n.;,v.._........ .. .. .. WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI w„ and material drying or curing requirements to avoid dangerous conditions and t- "� effects. E. Temporary Partitions: Erect and maintain dustproof partitions and temporary enclosures to limit dust and dirt migration and to separate areas from fumes and noise. r`;° �,,;;..•< I F. Temporary Fire Protection: Until fire-protection needs are supplied by ermanent fig,t.,„.,,,�.:•_;. facilities, install and maintain temporary fire-protection facilities of types needed to ;.,•:.;,. .. s,,, nst reasonabP rotect a ai l Y P redictable and controllable fire losses. Comply with NFPA 241. � ',,y!;-:x+";2:1,*.•'=t'w:a 3.5 OPERATION,TERMINATION,AND REMOVAL r :) r A. Maintenance: Maintain facilities in good operating condition until removal, Protect from damage caused by freezing temperatures and similar elements. : .a B. Termination and Removal: Remove each temporary facility when need for its service ' has ended when it has been replaced by authorized use of a permanent facility, or no ZIU '.� later than Substantial Completion. Complete or, if necessary, restore permanent construction that may have been delayed because of interference with temporary k ,7r ,Y=%,t{ .:'', facility. Repair damaged Work, clean exposed surfaces, and replace construction that cannot be satisfactorily repaired. l 1. Materials and facilities that constitute temporary facilities are the property of . i Contractor. 2. Remove temporary paving not intended for or acceptable for integration into permanent paving. Where area is intended for landscape development, remove :Y.:.•,.,::tt,;,:, soil and aggregate fill that do not comply with requirements for fill or subsoil. }4Y (> Remove materials contaminated with road oil, asphalt and other petrochemical compounds, and other substances that might impair growth of plant materials or •r�„tr � lawns. Repair or replace street paving at temporary entrances, as required by authorities having jurisdiction. _ 3. At Substantial Completion, clean and renovate permanent facilities used during •:,,f;; • tJzes construction P eriod. Comply with final cleanin g requirements in Division 1 Section "Closeout Procedures.” END OF SECTION 01500 '� �"�'`'' q. Fti itr yy .t •tis,.. p �Pt�b1k�7 fr r �: �i�r�}:tid•rtr t; �+� Com'}r. f `7•%• Y r •�,t tat e��j��'S�aa�>" k,, C54199-00 01500-7 TEMPORARY FACILITIES yIr RO—3/19/01 AND CONTROLS � ''•kt Z F,$t.. '> Yet tr n gyY�! `t4 ? •'µy eKtc t r M'<;r''.;3 hZi".!�.fys""�r'.l:�.>}r5',r.��'�.,,}'�'3P•t f�:�,•,i:e�at",!`t:}}(4 J'..!jb:j;:ji-.7t L�",•r i''E�+,"r.th1:S,Y!t,4{'..u,t urrl::'1'•:W,f''t i.;,n;'.'tt 1t,t;t+.7 z.ri,,..{�.s:t,?, .4�t t(f<'K<s x,+t 7 .1 r J Y 3 i{. f 1.. r t s ?t. •Ar�i 7,.k:t} J 5-_ ;.3 1 •4`^,�'...��.��.»t r M.+tw;4 m}w'•;t t w wJ 7.'•m},}.:.ty•1'�•F.'r'r^c�"'^'}...t.4...•`(r 1 t+trs.t. z,:.+i -ti}t•t'�t r.'. 7— -7 rwJ:n rM1"''�t.tr:•-:J;t''{.rt 12+}!'..�t:!�:r a.1*};,',G{,Tr}!7 Jt-{,CC`J.L.?',�:.��7dr,,'.S.ti•;•},.,Y lS;1?5{7 f b,1 l: .j<4.'{9,•.�..rs{',1 k hfi�'4k,:'`y`d t 1.X{��3 l J��>•'S St'5},�� +F•t..y•�7 'srr 1'..Yt i.;.i"rt a•)•t',i j,.!,'t f. .i ) •% i.�',y{{i fir"t♦., ,1Y E�;S, S 8 / r.}, :J I 1 3�7 l. � .:t {, ',i• le, �:t.' 'i t t. + '9,k��tJ1 r�'1':4`.i.;.+ ( nVi! •J.1+s d�'�S•� �• '+r':T'!•r7 t•:f�+ 'V,. �sE r 1.t �� t t �� 1 ,r � l t <'. r'. ,.i:.r.x...,�,.`',{rif,f:�{.}�Fz.,,fy�.,ri74�,�rw •+�Y;+. �,f t .'+� 'Y .6'S.t.:a��'a"r;r��j rr j•.•`fr S :t t `.}`v:t IS: <,5 f r '{S ,er:ir.,•', ,J�„i.i 4 4J 4: �{t h ��{QC�t�;+r.,i,. K+•,..1. l r,sJ; r; f. :v t}� t ff J !. 5. •.a J {�l.S.'x t(Jli'g.a�1�t '1 3. :.'•r�;'S%r•, °; t ,'r '' {�.' t L.. ,,r c rl, t.r te,.{•, r�Y S;L'1tr:��{;z�;J.'`a';;.�.1 r •t�: H 4 i. , lit.. 71 T` { 'L .J'•. " w i a�S��Y laJ�t� • 1 3 lY r � 4i { '• ; lM kl i 4 � j; I troi• lt' s .i` ` 1t + + .. it:.tl 1 fy�}1�L: »a,r� ��{ k+yt�lt�_i E'f.l .r•. ..... .. .. ..._.,,.....a.,.•s. .vtawn+✓.,.,..._. .. .. ............r.ww .. .. ..' ...•. !,"( 4t 5 5 htJ{ fl f /?tS j f R ytt+iii'ib4vG'tl:Y«{.p.riM.NdiH.rrtK,i+wn.,.....rww..a....,i, ••nlar•t..r rr.14)... •+Rl sf.n xn1HtI,YM>r!Mx•41'41M'CMpb't,:fltYA'/'lN1t-,1Y•MnA1rA+Mi..,,i,:J........;rtt.lfr 1..',l�Y�f21DS }(r', AMIM 1 � � W ATER POLLUTION CONTROL FACILITY EXPANSION 1 CITY OF JEFFERSON, MISSOURI SECTION 01600 - PRODUCT REQUIREMENTS PART 1 - GENERAL r ti f 1.1 RELATED DOCUMENTS b.s tJtit`L 4'!' A. Drawings and general provisions of the Contract including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY I It1 Irf A. This Section includes the following administrative and procedural requirements: ;r'''"z° " selection of products for use in Protect; product delivery, storage, and handling; ;; , ;,,::,,';, :,•� manufacturers' standard warranties on products; special warranties; product j substitutions; and comparable products. '�<%?+°'t;i' ; :• i B. Related Sections include the following: r 1. Division 1 Section Closeout Procedures for submitting warranties for contractyt ;.;r,,g; i closeout. 2. Divisions 2 through 16 Sections for specific requirements for warranties on products and installations specified to be warranted. ,`.)*:r ' 1 _Std"�'�dt4��•-f?'•y,r i�j r s P'F i 71,('�'t•, 1.3 QUALITY ASSURANCE `; r,s.'eys. A. For certain products the specifications require the manufacturer, installer, or a subcontractor to have a record of satisfactory operation or experience with the product r for a specified period of time. The submission of a bond or deposit, for the same specified period of time, shall be allowed as a substitute for the record of satisfactory ; ;;;, .:( operation or experience. 1.4 PRODUCT DELIVERY STORAGE, AND HANDLING :' A. Deliver, store, and handle products using means and methods that will prevent damage, deterioration, and loss including theft. Comply with manufacturer's written instructions. ' 1. Schedule delivery to minimize long-term storage at Project site and to preventcr ";,' M t'•r� ,, aµV.. ,r i; overcrowding of construction spaces, 2. Coordinate delivery with installation time to ensure minimum holding time for items that are flammable hazardous easily damaged, or sensitive to deterioration `' `t:•;.:"' theft, and other losses. :,..r. ,Y i5` nij{iS'tI YF �� 1•I 1t ,'/a1 tTTaa�[fr'I21,• ::s,,•'. C54199-00 01600-1 PRODUCT REQUIREMENTS RO— 3/19/01S"ti MCI- Q1;1,"w"na'..M+�N'�R+ri}IrXNlwpltdNCp (,�'. iYr �:'.�i> '+'•% ..7 .•'�+ �¢ ,T. I.3� < ',+ {; j�•.aS k ,�1,•`S. �`r;'�'S`:��('S't'(,�t.A}+H�•�.`tf r�l'd{.. "•' �( +rd'.i a�. .{.. ,r` srr�,2� .s � tt� ..i y�'t��Q'r Cf• ,r:�t�,t ��•r� 'nr.t,,C y} ;i7,';,.K 1 s[ >, i;i 11: 5 'i. F ? , T:n. +J'}'x'.. f4 :F,:r�„!•,t,p.UxS' �L°' { �t4'Ci 4 {y,,�F�,).ve45li{J, r'Y'>(r�:: :tt. 't ': .i :.�, GY' 1: ay litf•? sx, r; ,t ...... ?r i -a .;E,j. ! t tz,;,t S t. 1J :. !.r,1{S,�r'rJf.i• iP cig i� 'c r}} t 7+.(l. ,ti•gr:._,t t'J r .t, �y ;r' z r! 7,.r i, r•.a.. : ...7t t r,r..t „,2 .»k •�. •��i'{1 h.:.,. ,f }:la. �. 't' •M1I%""'C:4 �i.,x°,'�'�::ti3 .,11. l 1 ,. •. '.7,1 `f itp'4:t;,.7. ff �, ,i.,t,7 .,, .i p. .' ., �1r;i l � s.ct`i_K t •t1':1+�, `" st �;' ;.t ,i( ,.j .s t �> ••) 'i�ff .r, c,•"r.,•tii.t.tl. ,.f Mkt,*' r•�II.rF�s r'�i' i(r;. ''�j. .tt �S 1�3 P.;e...�d .r{,.1 rr$'1,iJ t' !: 7,'[ i#. .'�, t It 1 t � 1 ��c ., I i.L.l, 'I-:`ry }�I, •t 4Y r '7 1'y r,°-d� ,{y�iit4.»1C1. 't �', y�' i ,ACS+.u: 1ti''kt i t t � � �.t' rr f !t}. C' .1., 'I* YFrty 2 } � { '� :t'r7:•J$`i,II2� [),'�.tttt"tr)��iq�!.(4 y t }lfi�t..p,;�d '(� ,>i*N1 r,.i y',trt!t9 :r '!f$:4 v 'r �; .t.,' .X.k t:,j4� 5 C`:.t,. y Y,..p§R,'itLY n•}';1` y: �,rp ,.��t ;<,f'r •rY >, t -r t { `s; } a a.t }.,Y,.:t.e': .¢5'C; $F,.. < . N e y _�s',~,a' y�N?y,•.} €'"' } rr��. k.. r<F• <ir, .'!r �f{' tk:� is�� f.. .i;:• .+, f. ..r i '..'! i.' �t iy5r�.);``,r,q',•1 � ,�h-;ti �+'S '�� {� 'LV A:"t M } it h• ,I ? xa k` f� Y. {� 7J .)I ti..:.? r d ;,�,{. i'`�'&+,�µi�{,;r�.�t4t+„l .<•2}.f .,c� ',.r`: ,',, :( •,. ri s '•,,,• �it t}':'.i,r.kd; , '4. +�1.: ' {>,,r"M1",.s.:,; �''�+:��in''. ryT $ j% 'J ..r� .f �t7 :St! � Fr1 r�,.i i f r• 4 G_ ..;�` ,'? ,.r n;�^;f .,)•, )�' 1">� t. �t f,<i� d{� ';,v,}F.�,yti''.�hx:,,,+*v.. "!XA^_L^y'�'°'"1" I' ir•,.rt4;t'..;;..F,t°1" .t i' F 1:S ,, �': t. ;:S xi rt. t r5i,f"t l.p,...L.t1 4- }t yu �: ,�`,�•U`.'rp,rGirr� .Itif;'�a`"r�;f 1.tnt .S' ; r !. 5 t� .�� ,i.',R1 �: r.yl;'r';F'Y(��?1` y '.�k4, r,,�'i�4i�4•�d�t•(.��,�gq�'� i.. {s, a t r �� e r i !, !r y<„ 'fb r ' !i;�rz:;��;"t '�'�ti,r`,,yrg ��.. �. �, ':?ti!i��k`�x3��,fir$i:4 � i.1rr mt. 1 r i•„ni.w,.a,.�,...;,.;�.�,....' ' _ -:f.5.. ,�.�'.....:tGr:,�Fn �A E ... h ��r-.x 4 6 ! 1� �-;yt �. S. ,y .: .., .. ,,. ,' .. ,....a...,-v.i.L•+x.'n•t. tA'1tK.1-MaR'Inre ....-., � ' f,. d,Y �: R f .� ,,.N..tr+WirfVi�w'ttirr•�1k:vr�'�,.n MY,r,R.'^M+«tr•V..+..,<»,.»_,..",.......>.,.._,. .. ._ AXtx�r� r 9 z st�7 r ). EXPANSION F r�„ WATER POLLUTION CONTROL FACILITY ' '```k•�P�r r ' '` CITY OF JEFFERSON, MISSOURI is 4\ x d condition in manufacturer's 3. Deliver products to Project site in an undamage original sealed container or other packaging system, complete with labels and instructions for handling, storing, unpacking,protecting,and installing. 4. Inspect products on delivery to ensure compliance with the Contract Documents --• S,�">4 ' s �i, r•`.-� ru} p-�S��'ml 4 kr r f and to ensure that products are undamaged and properly protected. } k :o{;A 5. Store products to allow for inspection and measurement of quantity or counting of ��..;, ;:;.��:��..,f,., units. 6. Store materials in a manner that will not endanger Project structure. 7. Store products that are subject to damage by the elements, under cover in alxx '�,`` ;` `. weathertight enclosure above ground, with ventilation adequate to prevent �{� � condensation. 8. Comply with product manufacturers written instructions for temperature humidity,ventilation, and weather-protection requirements for storage. 9. Protect stored products from damage. 1.5 PRODUCT WARRANTIES tr<J ;w •;yG�t to_u{,, .< j5ii3 A. Warranties specified in other Sections shall be in addition to, and run concurrent with, other warranties required by the Contract Documents. Manufacturers 1 disclaimers and C -. (:�''4 ,fF,{"y21•rc=g iY O�ix`•,tiP.,,.ss: do not relieve Contractor of obligations under limitations on product warranties requirements of the Contract Docum ents. �H 57.fs�'•� i PART 2 PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF SECTION 01600 „R1 � �� r� � �Z 'tits!!✓r y, ' mitt 'irk ,t,�f�•�� f 1 t v a r td PRODUCT REQUIREMENTS £; C5-4199-00 01600_2 ` RO—3/19/01 I ,! a5-s':r ^ry. a;t.lt ) 3{,. y 77,777 ,4.,`r :i:°ir, Itrrtt 3Ar flr3. , a' .t.• 'i,.,.t:tt' sG u4,:��,:srye,.t:y...•'.4;r • . • .:vt`,'•, ” 's>, XP.?t;'•.Elsa, b.t.,.r,;°:. rnl. n'rtlr'r• .r, .,+ 1 ---•ar al r5;• , ,f' C• .c, `' r,� r,t.y::,,r� .Y•� .t :') r t, t r,;. 't. .rl,;;'3 ry. •�.,.�c 3 '. ''r} lt'•, ,ti 't<' 'F� i i k, ;1 1 c\; .i .r P: i1�� } ...f- I yy yy •Yi„� Y[�� ii/:'it,}�rr,s;; Y' y r� S, P,tv--» :s, ',t•i.r' r'rt,: 5,^:.: t.-.r� f'`r '-,°r;+. »4,r, 1 z� •')��:r'1'wt ,.,r• ry-eSi..y,4 ,.h. '.;fir n'�•�1u•1 e.�.t,:" :.e" .S•. ..r1�. i c i"•r.,�i't:� it '".� •n .<+N•., �r 4 .� Y: n,' �`,.Y�t,ly ,t,lri,.r, .tj'. i�� y{C.,a< u,tF,;,,.+'Mt n,a.9F,'r„ "ct4%^.•.}„•{,'• .,}f,-�:,,...n�' 'i ..a .!; g.� :a3:. {e.s. ft 7a f 1:' '� � �rr7- � �:1d,k�'�r �".+'�•,+rl.r ;'t „t.., ,s�. ,`t•.,,�.,.°�t"7:.: tai;:;: �r. a' ;;r:l?t;i.�'`9'-r.,lfi,r,.ft `"�,. �', cl „Y}�1 .tt r} }` t r , . ft 31,L i �. 3i,53:i•ri' >;t :c.,i{•;`,K! r �a "'a"i'le;'at4fit:<. i n i k.r a,l , a3}v,+i.•r.. .j,A, �. t!. ' v-N b k ' �!, y. ,sar3C$Ft,{tt q 4;5 on.,, •''"? ! :,i 1,?w t"•ch.,¢`ri�t.k.:t•?!v• r;f,{., u 1;. '? ,• ?:jJJ':�-}} �, ; ",i;;(,'i, c "S s 1t li t�•'Kfu: t! }.. .i n.N,<.�.,.k -�� t.,,y7,. •W' .?:.if';f.t, `•t..• ..f s �dc`£S..,i 1�.. 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Jrt. •sr ,f .},.s .�l .{ .1;. ,\.t :4;ti 1.,d,�4. {(.r, '� f!i, }t `r g.�{\ t1 '$!ll r` :h.�T,�b1'yI .I','ftry (',,�.ti ��SJr: �� —,,t.;S,,^l.. t y. ..t.r,. , ly.. f {I t 1'4•' i:V f' ?`>'r ,, �,,t .•, ;.y•R rt �•u,. }n 'F iw. S'1 Jr 'tyti",�r) :, F. R}+j,t. A, p§ '�.r IS';�, `;.,,•k,,f{",�r'��{f r�G,%. ..�. .�'r d.,.,k3.�ySt •r. v t t .j i .-,�?. tf.s7' ,,,J ,s. y� tt t tl' ;, t t't +1; ; t s 'r. :!. §.'3r rh• r. la. ,�� k„Gj` ,,;\•. H. i� :t l ;f Y _ jr` h• F ��•: ,� i4.1:p ,S.';7:' ,S yS. 5, �'a., t � rr •t ,1+z;.,k!.n'r'.'�'...',}Y K}S. S4t `4,. f h A !• �'• '�; t' t �4 3>:f�tn91 \ F111,�t STS sW5 4�}`.7`ah�.�rY'. •'.)^, x. r i i t /' r x.. ,r f �r�.£i{,�t}' f>.! r`4�,±°S LY'triSc•'�t � *,�`�.• �t ys• x .1;:lar i Ik4i f' h>! ,r ',��'y"ft X ., g "'W'N�'�t ;)�'�< �{ rt..' "` '•• to '' f '• . ........... ..v*,.,a+',• n .., r .,,.r•r .s._ .,-.. .... .-. � .. _....-...,,...,,-,-:+,hN«w:+e.o: .n+..errn-�Ma:•.,..4.:.>._,,...... .j, 1..HN tL Y $ �� }��},�t'$r� a.J.iik4NYsb?t�9Mt•#7StY�1eR 1•iH M'�+in![+lM4�wwe+n�,�..,e._.._..-,.._ .. .. ... .. '�. . ... .I't+`' a ��i,7,]'i�� ?`r°�r� '•9 WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI 2 ` �w SECTION 01700 -EXECUTION REQUIREMENTS PART 1 - GENERAL 4y 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract including General and Supplementary Conditions and other Division 1 Specification Sections apply to this Section. d "r 1.2 SUMMARY '; • A. This Section includes general procedural requirements governing execution of the Work };;•y,;,Y,,:,',, :' i including,but not limited to,the following: 1. Construction layout. 2. General installation of products. 3. Progress cleaning. 4. Starting and adjusting. .. 5 Protection of installed construction ' 6. Correction of the Work. irk �!'�itfk{j, PART 2 -PRODUCTS (Not Used) t ' `` '`ssk;,`;;;: ,.i £ •Jaht�{:. PART 3 -EXECUTION ',f t' 3.1 EXAMINATION c� A. Existing Conditions: The existence and location of site improvements, utilities, and other construction indicated as existing are not guaranteed. Before beginning work, ;I, investigate and verify the existence and location of mechanical and electrical systems and other construction affecting the Work. o- J Urr '�.4,ts''1'� B. Existing Utilities: The existence and location of underground and other utilities and �',r"<;,,Y.a,r;^,", construction indicated as existing are not guaranteed. Before beginning sitevork s investigate and verify the existence and location of underground utilities and other construction affecting the Work. '}� C. Acceptance of Conditions: Examine substrates, areas, and conditions, with Installer or '�d ,rr`", ?`" n.•, Applicator present where indicated, for compliance with requirements for installation tolerances and other conditions affecting performance. Record observations. •t j��rSR., i C5-4199-00 01700-1 EXECUTION REQUIREMENTS "'' RO—3/19/01 . 'Y.+ly a nwn».,-.,...,•r ..�r :r m'•.we;�w/raw w ....r..•—'r+„r.'-; l r*,••.- l�'7� r.'' }�l ''.i. tt r .xVa!� f >` .rnnnnKw..k"" r �^•!. �- 'c r�TN'•acs-'°n'� *�'if+rf t r a .;t.; •r_..i !'J .i.. •?:;�..a -t. '�_ .y .f '. 1: •t. �k' t! ':ai,t.:.::/ ::rri••�>`t' .�', t v� �.r 1��,.t'�rt,.''� �i:. tia S' y;o .! .,hs, •.,,'r< .ti' t. :f Jitr .t t3 :t�• hr dtiv...,!'1; t.r.� �,.. ,•] 1N.,$^r 1-"Zr ��hi `t r. :1�'�k`'bYf�`44}F :�};„1'.r: v`,^ � ti ,r '�:t +. ,<+ '.Yi i:� i y;,, .}' .v.,�:4 •E ar7-.`5,.{' 1:�uK`!>„^�} �rl't., �,4i""..• ;�•i,•'�sf;', t.n •� /!' #.:(• .S {�. H r r. ':S'.i t '. .:�;f,;�ys.,5zia"1-y{. .,,-�k•t } ?}! f.fy�c'"1r:i" '�].ry C:�\i.1w/:S': ♦�.. e1�,t�•'.? 4.2" '4 4"� '.� ..7' 1 pit f al Y �. .F.t1' .te'�,S':` f`:. �.1,ri^,,'//��}�, .v:N�•{7'r✓;•- �� .. �S+{�# '.y' -;�, i. .t'. ) f it f P ., l �i ''S 1' ,i �'>,,,=ai f 1.., �.iP. {4r.,+•!', v(Y' •;'c,n..,4 i,, .;s,_4' 'r.' :t.' .",Z” .j y:{:{' ..�., j r, .,+, v�:• •r:..s,�. � 'f.. ..t'tfl r�i .;!rv{ a"11;2,s.:'� t }�t'[��'�4�'.� '�l'�;>'CY.•.�:;:}:+:. "•i'1. .r.. x T;� R ',< ,s s .1... ,'i, ;J..c.ef J.: +� 'ti> tk`[Y +:. wy, .-t,. ,3• at" r 1 a ..y. =r.'.� ! sa. .x,•w .} .r `-w, i7 t:�(tr. a((.. •`f., n �,.,: �•:•,;,:, 2,1. Fix.{y fit, `.ilH'"i';tl:" F}' t ''r 1 .k:r.' .s. `�F•' :� 't t ,YI '.�,.,y.T ! tyts Yt4� ,+tjr�,�r.,r�' .r ,.ty j,i;,.; `jaP' r 3 r r•u. 1 f' t" .7 f d ,. r •.'i4(fi „} tY"'-5 ;•k„l h• ti=r't��.,pt^�`,•. ..V., i ,f r"�t, ,�. 4'l„ ,1 ! , .s �. � .r -.t e l 7 }]. :t � .4 t..;.°. ;`�,.','. }�r�s•.• ;'urry r F'•:;'�:td'„�,��y��, �� ^:L,{ ,�., � ,f•a•Gbe�'�:'. •�t'f r,. „v., rl ',':i,f,s'+' s. t �'= atf�et,lN.+s.feJi::4 s. 4' .. i .l..:t,{ i :i .t �'; .t < .vi :t;� l:. (.le},�r,}{t�t a';1;��:(�'- .>•/•,J. }'�'. �} �, �Y }9`�,` .S, ,'� e t >r k s ' .Ai..,:! r y.r ..{' 't s' .L' ,S; �6it`:;tl•7 ,.'1.�i•;'f�tju,M1�.�� ! ,��re�{._:�'t Flhiltn+tf> A !:�' ,t,, .;,tt” r. ,`.,t n , S , rr j' } i r: � �r;c•. st 's[i '1 ,11+• �, t fi�.N' '�.'� •:1,!'� ,r ! � a a Z ] G. s ; 'i \ .t' r y a �S, .�Sr.]c! t�V, ]'h Y i+�C4. a f:✓ Ar. p iy� ,•-ti , q fi',:}. P. J , "a r 'f Sr '• i .i, R t � ¢ ':.i"I �1G,fi ' yy ;• . t 5 � ',tit -y„ { r , WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI , r i ' 3.2 PREPARATION ` A. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated: Notify Engineer not less than two days in advance of proposed utility „ sJ°� interruptions. 2. Do not proceed with utility interruptions without Engineer's written permission. B. Field Measurements: Take field measurements as required to fit the Work properly. ' ```y Recheck measurements before installing each product. P Where portions of the Work are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication. Coordinate fabrication schedule with construction Work progress to avoid delaying the . C. Space Requirements: Verify space requirements and dimensions of items shown !; ngs s 1 1 Ih diagrammatically on Dr . D. Review of Contract Documents and Field Conditions: Immediatel on discovery need for clarification of the Contract Doc y ry of the Documents, submit a request for informat ion to Engineer. Include a detailed description of recommendations for changing the Contract Documentsm encountered, together with :j 1 � 1 1 3.3 CONSTRUCTION LAYOUT A. rife on: B ' Verification: Before proceeding to lay out the Work t info on Drawings in to n s , verify layout information shown relation the property survey and existing benchmarks. If discrepancies are discovered, notify Engineer promptly. B. General: Engage a land surveyor or professional engineer to lay out the Work using } accepted surveying practices. �: 4G?.i a't'•ti�et'?fir- ..'. Establish benchmarks and control points to set lines and levels at each story of construction and elsewhere as needed to locate each element of Project. 2. Establish dimensions within tolerances indicated. Do not scale Drawings to } Zr�, '+ obtain required dimensions. � i� ' 3. Inform of lines Inf installers and levels t lev o which they must comply. ' 4. Check the location, level and plumb, of every major element as the Work progresses. ,4 5. Notify Engineer when deviations from required lines and levels exceed allowable tolerances. 6. Close site surveys with an error of closure equal to or less than the standard established by authoriti es hav in g jurisdiction, C5-4199-00 01700-2 RO—3/19/01 EXECUTION REQUIREMENTS > —77-7' fyt4. =y`f�+,„hylJ 5! !�,, �t}J w4� ff ✓�` r' , r' l,.. 't cy.F.�. ��' > S.3 aYiy S;{�h�'h••. .�„ r ::!"! "f ,1,$✓(r(ep�' J;t r � � 7 in, "t". , '�r L �•, Yu i+ f `$'i,ry�;Gb +r, 0,$ ti ��J�r J:.7.$��,�;{:Yi J� ,7,�.,J/ _ , 7. •,' y` .,i t r } �1./` ) j, yi+ j,ya.h.,,t, ;t,. ' I # f t e t >I a 1 T�F'�•��S f�t`R Ri r 714 ..`4JI r .',C ) , '1 V,.. r,. : .•1.' ... ,;`; 'N r 1 �� ,7j$. }•t, ,,pp i ; ,;i .. i+• qt , rit lit it .•'.'• r r � \ •. . " r 't q.. 'ter } r' .i.. •-> �.',"4Z lam'te. a.YhN?e,..K.AAV/w rtLf.e4wh+k•we.ow..«n». ..... .... r •'.. i V < .. r Sr (k '`i' .... .._. ... ...., vv.., ......... .w...'.n,n hMr<'.....4 ut t«'M,M'v • WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI ,lw.w•'�' C. Site Improvements: Locate and lay out site improvements, including pavements, grading, fill and topsoil placement, utility slopes, and invert elevations. D. Building Lines and Levels: Locate and lay out control lines and levels for structures, building foundations, column grids, and floor levels, including those required for : t mechanical and electrical work. Transfer survey markings and elevations for use with control lines and levels. Level foundations and piers from two or more locations. E. Record Log: Maintain a log of layout control work. Record deviations from required lines and levels. Include beginning and ending dates and times of surveys, weather conditions, name and duty of each survey party member, and types of instruments and �'•1,�:v '�a• tapes used. Make the log available for reference by Engineer. 3.4 INSTALLATION A. General: Locate the Work and components of the Work accurately, in correct alignment and elevation, as indicated. ,,,.,,;.�;•,:,,;..,;i;.; 1. Make vertical work plumb and make horizontal work level. 2. Where space is limited, install components to maximize space available for maintenance and ease of removal for replacement. 3. Conceal pipes, ducts and wiring p p gin finished areas, sinless otherwise indicated. 4. Maintain minimum headroom clearance of 8 feet in spaces without a suspended ceiling. :, ;! B. Comply with manufacturer's written instructions and recommendations for installing �`,,3 products in applications inr located. t(itJ rn C. Install products at the time and under conditions that will ensure the best possible results. Maintain conditions required for product performance until Substantial Completion. f, j D. Conduct construction operations so no part of the Work is subjected to damaging operations or loading in excess of that expected during normal conditions of occupancy. I E. Tools and Equipment: Do not i.ise tools or equipment that produce harmful noise levels. 4 ` •�L . :. :.. F. Anchors and Fasteners: Provi(' anchors and fasteners as required to anchor each '. component securely in place, ac.. located and aligned with other portions of the Work. 7 , .lL .'2vJr•/:TTjy��t4ty1:'',: '.) 1. Mounting Heights: Where m.)unting heights are not indicated mount components at heights directed by Engineer. 2. Allow for movement inc ,thermal expansion'+� i' Y�'' ludic' and contraction. . `it �YV,: .. C54199-00 01700-3 EXECUTION REQUIREMENT'S RO—3/19/01 . 4111 milli !•/4 rly' oRwivwvelkMA+xPE1't&�.7L�RA.'f�ir'1'��.VNKN"' �a;awnu.+:eYMwxcmw.r�^'--•• .l.-'T"' '"�.a'{a*r'1YN�'•»s'r'R+ t.. { + 4 i d4trr ++r �''' r .i :1 t '•: r ,v�. ,, ..: { , ' t S'tl'\fir F�'`•n ,f(y'sE�iF';i �. y i ,,� `..(.91.v7,i.,.A;.'•F�{ a'i.F i Y' ' 1.1 Y: .rb, a 1�:�. {t It r..'YCi"'.��'.Y if�'��..�,�s f. b� •�,),. 2 :i, ,r<V' Y ^t 1\ i..,r ,'F,';T`(i:? .r,1a ,7``t�sa`�;r,�'r,;�4 �`� .�G. n � �� 7 I� 4 r ! 1 i t • t: 1 ,d7` ,) yy7 ? a .A� t. »wn+.-+d..H+��wyJ xa...w,.�..�..i .. ........a Mk„ra,...,•r u•..r'Y :r•.i,. .z,;,.r,.. .,., nm•+e , t ' y t3�� S� �?�. � •� ...._.. ...__...".,,. .wwa>m<y.it.u,C.wlw,......•..x..,., _. ... .• .a..,..w,i..tirrMMV� / 1 I WATER.POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI , '71 t { /�« G. Joints: Make joints of uniform width. Where joint locations in exposed work are not indicated, arrange joints for the best visual effect. Fit exposed connections together to form hairline joints. ' H. hazardous Materials: Use products, cleaners, and installation materials that are not '.; considered hazardous. ' � t 3.5 PROGRESS CLEANING A. General: Clean Project site and work areas daily, including common areas. Coordinate I progress cleaning for joint-use areas where more than one installer has worked. Enforce :`<`:_- requirements strictly. Dispose of materials lawfully. '. I. Comply with requirements in NFPA 241 for removal of combustible waste i materials and debris. < 2. Do not hold materials more than 7 days during normal weather or 3 e s da if the temperature is expected to rise above 80 deg F. Y "i 3. Contai d unsanitary waste materials separately from r nerize hazardous an tary other waste. Mark containers appropriately and dispose of legally, according to regulations. ,z., rttt s B. Site: Maintain Project site free of waste materials and debris. C. Work Areas: Clean areas where work is in progress to the level of cleanliness necessary for proper execution of the Work. 1 1. Remove liquid spills promptly. ,,, r r' 2. Where dust would impair proper execution of the Work broom-clean or vacuum the entire work 'Ys area, as appropriate. D. Installed Work: Keep installed work clean. Clean installed surfaces according to t� ,l written instructions of manufacturer or fabricator of product installed using only cleaning materials specifically recommended. If specific cleaning materials are not recommended, use cleaning materials that are not hazardous to health or property and that will not damage exposed surfaces. E. Concealed Spaces: Remove debris from concealed spaces before enclosing the space. ,f :i;ttf,{'-•iSr41(�vU-ti"ytr;Li'';.}' F. Exposed Surfaces: Clean exposed surfaces and protect as necessary to ensure freedom from damage and deterioration at time of Substantial Completion. {brk,t��,,r,•�a G. Cutting and Patching: Clean areas and aces where cutting and ot� :1, r A ` g g P g Patching are ,.��.{��r� �':�t;;•� p; p erformed. Completely remove paint,m ortar, oils, putt y, and similar materials. C54199-00 01700-4 EXECUTION REQUIREMENTS RO—3/19/01 .� ��• .i�7�C1tt?,� ) Y�."�°"-�'',°.""`�','°"'r 6 :`l.' w'!, �".w"f^';""'r ,.w sunarud;9twik4Y.'4A ww...•-^,•-•'s` _ _ ^-^-`m,� ��`7�� IY, M , I i y. tN rt tir 5:'::f'SS•',,;•y!,�+��;}�{{'� F�xM1'.:�t$}4 i, �lf°t•�' �t� +�,.�,a`Z'�,.. r ,.tY'.,( I i Q ?',7 :. t ?. ..t:;� ) �k'. .} 3 '`? It, l..F ,,ir.,rt''4yJI!t'?.�.iF x'.{.R� i�', •K �`i f�.+r7�, •Y�( 'IGY,.'l!.,ji,�;, .fxY„it;:,°,t.�, ';y4lrr •e, ,, .t lE t. $ }�,y �r�i., n}!• ,i @•. W"111 4, Ft ,`'i.�lft�i%"{,a{'� •� P, 71c..' :�3: '.'+14�'$lr�r� it.,4 r�' t 7�j't =t,.� �3 t t, y. t r t; .i ,�t ,•,1,,'. •• .i � ? t '�` Y),tYi ��??,i<��4'i�'��e{:xtf �S}jj y� `,� , .tk t,: s> i ? t .:;,. .i• ..t � ' a xs! r r 1 f`„ I�E,.«"r"�Kt•v�ssP�$,t.;..i,,, ^1? �'hav �'' ! ,l;t + vt ,!; .+i: i;.,: .' j`. ?.1..r!u Yr u;,;lo,.a.w�. +,V.t F" •,,{. rrysG ,. (. �� r! > r� t s{ 'o S :�'f v � r;• :. {' '.�l , ,r ! n. r`.1 s��t E',� 1 a'� �^I t s, ......_..r..-w�r� j itt i `� wir�2'^d TI` �( ;:•vt i t � 1 ti ,' t�eis JJfi'.HI��t�'r�iir t (i}� £ lei+ � �ji tk,.h x t 'i � `S � � Y' .�t2,.rl;�t it,A�Z.I'l•'i1 f}fit i,i 15� �1 ttk 7 r J1 �?6'�°t1t, ...1.wiw,.�•.,in+srw.+.a.nsw.ror�.wwr;..��..v..,...,-:.,.w ...,....._. ". .:..:........... .n......,t,... ,,.: .�r..,»:,,.M...-........._.... .............,..,:. nr-.. .�...v._ ,,,S.w.nvi,.,Sh:.rrnv„xw.w,w..,:;c..r•.�...,; Vtl �rl x�t�14� WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI 1. Thoroughly clean piping, conduit, and similar features before applying paint or other finishing materials. Restore damaged pipe covering to its original t' condition. H. Waste Disposal: Burying or burning waste materials on-site will not be permitted. r r' ,�- X1!3 9.,r.•':':;�,t,��,Yi , " Washing waste materials down sewers or into waterways will not be permitted. + I. During handling and installation, clean and protect construction in progress and adjoining materials already in place. Apply protective covering where required to ensure protection from damage or deterioration at Substantial Completion. J. Clean and provide maintenance on completed construction as frequently as necessary through the remainder of the construction period. Adjust and lubricate operable components to ensure operability without damaging effects. K. Limiting Exposures: Supervise construction operations to assure that no part of the construction, completed or in progress, is subject to harmful, dangerous, damaging, or r}� r otherwise deleterious exposure during the construction period. , 3.6 STARTING AND ADJUSTING t p g per an equipment Start A.A Stt it d operating components to confirm proper operation. Remove k> a f�yi � malfunctioning units replace with new units and retest. B. Adjust operating components for proper operation without binding. Adjust equipment for ro er operation. P P Pe C. Test each piece of equipment to verify proper operation. Test and adjust controls and + safeties. Replace damaged and malfunctioning controls and equipment. D. Manufacturer's Field Service: If a factory-authorized service representative is required to inspect field-assembled components and equipment installation comply with qualification requirements in Division 1 Section Quality Requirements. 3.7 PROTECTION OF INSTALLED CONSTRUCTION A. Provide final protection and maintain conditions that ensure installed Work is without ;YZ"`},;', damage or deterioration at time of Substantial Completion. ' fz4 � .Iktlj kgSr;�';: B. Provide required maintenance on equipment items during storage and installation and until Owner accepts the equipment for o operation. .,fir;• P P '`r ,14++ 1. 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I r .r ''¢:i rh ,Yli�{i1.�:rgkY'Er'?� 'r�,JiGrw h } P.,• '}� a ).t 1 "i, 3 Y. t +. t 4 S+ st4, ,t, r i4„«t. ��,'"'�? .„ y �:. �# I%'. �, }, G > )srf 5i"� �n.fxx.h�Toy•�;;F,71str.» 'y*.is.,�y�' 's.�if. •' .: .' ..`c�� is ,7 �:r'2'y, 11�., 1 :� n' ,4'Y" S,+.wi 1r},i 5 %. •. '.x. r..,�, e '.. � I.t,t,zi.�8 {; .wLf'it.,�iU"S a•..ItJ�,.w..,.7nR�...i..t,..s.,`7.:LsJat sir.�xL'shnb+toi�� S�i1dMMTi'knlFrk�Etn+A4nar+,4w..v..«2.:.ra.u.....t..• ..u».r_,�Ec:�r.«i�riili,+'ni,irtt4MdlYn�wirrl tih�iiina±c}.'�J`»:�,wi.Z.i:1::-k.:L�i:�+`.;i. ' } I WATER POLLUTION CONTROL FACILITY EXPANSION Q_ .rp, fi* CITY OF JEFFERSON, MISSOURI `N�{ F 3.8 CORRECTION OF THE WORK A. Repair or remove and replace defective construction. Restore damaged substrates and finishes. •�` r�� . y�kr 1. Repairing includes replacing defective parts, refinishing damaged surfaces, touching up with matching materials, and properly adjusting operating equipment. B. Restore permanent facilities used during construction to their specified condition. ' C. Remove and replace damaged surfaces that are exposed to view if surfaces cannot be .ter{N }1� repaired without visible evidence of repair. .f A D. Repair components that do not operate properly. Remove and replace operating L r• ,x>�'..n��,;,>, components that cannot be repaired. t° E. Remove and replace chipped, scratched, and broken glass or reflective surfaces. ` y Li�! t END OF SECTION 01700' ' 2 a,r h�rl1i,"�ii r Yi 'i C54199-00 01700-6 EXECUTION REQUIREMENTS RO—3/19/01 5 w i `-r--*;s�rr{',-�.-nn..',u. R c•'J"' +'try.;,,,+}•. ^a �._ri y.,a,..t+�pp1:'�.e';x. x:`:'?b'u:.�,�r��Y";. (S'•(^. :,7 Y iii •h�, �!1!�:5.•Ya4;T. .�^t. �, y . �L 1{� '�`�lYr kf >F t? 45 ,. v S`;rr t , +e !i#R„.�i} 'u2 '?S 2' ti "� 'Y,•1'�eti.{/f t 3' � 4�. ;' •' },�5�• 't '!ye` ti f'..YtfyS .`,i.�..5r tr �W�;trvrv'�!1}}i'(�£•�'3 ,�'t�. 1+ ^h� t4f.',L''+ • pytr=nftp9ry?,` Y 'r,A��.�!�tC 4Y. 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I. 5' t}) c� 1, Yc'• u 4 WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI SECTION 01731 - CUTTING AND PATCHING PART 1 - GENERAL : i 1.1 RELATED DOCUMENTS ,tl A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. i 1.2 SUMMARYy A. This Section includes procedural requirements for cutting and patching. B. Related Sections include the following: I 1. Division 1 Section "Selective Demolition" for demolition of selected portions of the building for alterations. r. .,; 2. Division 7 Section "Through-Penetration Firestop Systems" for patching fire- h f j rated construction. 3. Divisions 2 through 16 Sections for specific requirements and limitations applicable to cutting and patching individual parts of the Work. ID :.; a. Requirements in this Section apply to mechanical and electrical : installations. Refer to Divisions 15 and 16 Sections for other requirementsi{ and limitations applicable to cutting and patching mechanical and electrical I installations. 1.3 DEFINITIONS A. Cutting: Removal of existing construction necessary to permit installation or ` ? performance of other Work. '^ B. Patching: Fitting and repair work required to restore surfaces to original conditionsr'> after installation of other Work. ` * 1.4 QUALITY ASSURANCE e 1 A. Structural Elements: Do not cut and patch structural elements in a manner that could lZi change their load-carrying capacity or load-deflection ratio. Ri•.• B. Operational Elements: Do not cut and patch operating elements and related components in a manner that results in reducing their capacity to perform as intended;,t ' r 4ih.t1�7J'f U or that results in increased maintenance or decreased operational life or safety. s3 St: ..•ip :Y�' .S�kiS'2i .. tz'1 C5-4199-00 01731 - 1 CUTTING AND PATCHING RO 3/19/01 �J� Y�� t� y�vtlitk}�GZ/f {7 >w,�r� ^�*!^�tl"^l,t'tq Y.4�,�qrn yi.l t.}}y,x,.�;;:%:t}y rf.'}1:y.,,l,":.i.1t,�.. i(.'w.'t�'*'r !r ,s rt�•nfd f.V ". ,' }., »...nw.++ MiN t FYP +n.•r+...+ I F ,r e'-^,1k1.} `i E� ,.w q` � Jn• :3 : i �''3rCv ij�{�/:,,++l�t:.a i }}� ta;,:.k cf{ It + s; t 1 ) �,v is,.J •:1 tl t'�''{ :1 n.!}.,{..at. ::�k�{,sV1r;�r VV «�tiY+:'^ �.V,1'�A�,��:r, . 'i;.z" 1°�,+7.,< �{,T. `'J��. Via. .ii 1',tG i •;'t• �r t.: 4 { � }. .! t t,� ry y '�....ici�3 �t .5}. �t `4 -d•A'[�'r. .'1Y'y .+, tJ�'S: ,}�..ri:�r, :��`.'si4(i. •.,',! l:^L?xit � r `i ht .�i t + r ,ti{`•J. ? � ,±iI.,IGS,..:;. �...,J'1r}, a•!N "t: xx�w`e +..5$� 4•t.l._r`•t.,.t) ...t,�'4,,.p.::.... , .:Y:r ,r,t r r` t c` ,y }:; f,i( ..i,}.`IF •.iti.: '1.,t��,;<v nI'44..�.w 7"i ��' '( ^�J o.E r. •.;b. � I� .? r t, S' .C' �A ., 'f� .i.t r , i' ?r.. 1;�'xS:,..,,..� g,..,t'yr S•,•' t.;t ,.,,¢'Y, `t?Lh''S T1" �S }; ''`f' { 7l'�'nd..,z,,,, .,i� `.7 Vr.t",. r.re+ :� t x r :'s s a i+, 't,t';y r ;'.''.i,• )fi,:S'y.,,t,'. 4'r f,} .J,r.;. a....gyp, :t„.(.,;� V 7 '.�� +•r� t i 2 S s J ,}3: .t 't "}' .r f.� n7. h+•. . i,, y��. . �..C."C.....; ns:. ii,`'�:?. ,�: t �, :t'r:h ,,f t;..,'"`' .t.t->• 'a,'ii'�.r.a ' :t....i. .,S'%.. �.}' .r. u,.,>. s,. i .1. ..L. .i. `i_" ,.7:•5��.,,�,ir✓t.tr rr.t, '.(,x 6FF '�.r.�� r� 'Y�},:{r�� , v. tt...r ..,.;.•,.,:':..:`-?' ,,�},iir ..,. 2.: f"'1; .j �F. : i ..,r. }.+ ,r.!1 r. `ta..Y, ,1�.?r'!''.:= ',f .V ) rt.t ,`'-4e[�r,t, +'� .iYy ,�f: 3 a .7.i 1 ,.tY.])[. r?,; i. ;.i', r{ 1 7; f. V 1' i i .:r if `A1 1 r.r� � �'h _Li 95 •f t. tr. .{>.�( S;^yi?x� r,,f Y.:r,t4':r!a C,,� r .j';S j t i, i�' %r�'yy,� :lvv',r[1,%',y�l ti�tP,, '�?,��.� �•J+:r%s .4 k1.'�E'"itl r�. ,+.�' � .+phi. s. .� ., .r.-. .. i .J;? ''t:-zt fttaN is trtih'S`5•��} ,��t �t{iysryw�� '?@�t4. , Iq 97 1 t ..,' 4' r! tF cf' y. � ., r •tF' f rk. .�ir�. >'p?.st o 'S•}: t' � } .., � , � r n :.i t � �� 4',",J� is wfd.;r.".''"at..l etY ns4 xY rst»' '. i,.,v o n�iSi>t,�ryu,+,J WATER POLLUTION CONTROL FACILITY EXPANSION r � 5 .1 CITY OF JEFFERSON,MISSOURI C. Visual Requirements: Do not cut and patch construction in a manner that results in ' visual evidence of cutting and patching. Do not cut and patch construction exposed on the exterior or in occupied spaces in a manner that would, in Engineer's opinion, reduce the building's aesthetic qualities. Remove and replace construction that has been cut and patched in a visually unsatisfactory manner. D. Cutting and Patching Conference: Before proceeding, meet at Project site with parties �:r• :;f f:r'+ involved in cutting and patching, including mechanical and electrical trades. Review ., z> ; areas of potential interference and conflict. Coordinate procedures and resolve potential conflicts before proceeding. 4 IN 1.5 WARRANTY 'f•�'tin." tt A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or .• ,',,z,,;;:,, damaged during cutting and patching operations, by methods and with materials so as not to void existing warranties. PART 2 PRODUCTS 2.1 MATERIALS A. General: Comply with requirements specified in other Sections of these =! Specifications. j B. Existing Materials: Use materials identical to existing materials. For exposed ' surfaces use materials that visually match existing adjacent surfaces to the fullest extent possible. 1. If identical materials are unavailable or cannot be used, use materials that when ,.y� installed, will match the visual and functional performance of existing materials. 7% ric�frtit�t1�y. PART 3 EXECUTION 3.1 EXAMINATIONS' A. Examine surfaces to be cut and patched and conditions under which cutting and patching are to be performed. t, with and suitabili ty of 1. Compatibility: Before p atchin g, veri fy compatibility ,.i,.. fix t',y ,fry substrates, including compatibility with existing finishes or primers. yr 2. Proceed with installation only after unsafe or unsatisfactory conditions have beenk<.t .� corrected. �4' T C5-4199-00 01731 -2 CUTTING AND PATCHING RO— 3/19/01 I`,;F,y�t,.t7,i 3/�. ,i �`�'";La"�°w�......... r'� :,1 t. is+t` �r t .r. i, •.}' n 1..l Y�4' JZe'. ;st,.l�4,t.rf{fE.i{rt:"•;`J'!a clp'K'i''".('4.•(:E,,p. ^t'd' i��.4:.,r,". Yt', 1 {{,f�,�. S,,f { .1,I /R'� :,1. 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Xr r Z, i .,b,,•:j-YL {•'+:;r+,'� ..t.• X,+,}�'�.t;?ff'i nrt'.. a .�«s�,F1 'YNii ,�' ,{;. ,.? r tr'p�'i,� „ir „r e �' 'i '�., n. ^"1 t �i. s.. s. .J�,',,r... ;.•1 i"1 {3ir'� ;.i.l+7a�r ,�}•a•! ^:t` Y'lI ',+ J �t+. t .t',, r y., r c .71 , ..r 'v 't,•i' n4 r tA�7 5 4r,' y!! ,:t( ,�'f.. h. 'tY. .+'i. ,.r.• .,�.,,7,,.•':}-,,.,i„ s. ..Y.; ,�,Vt' ! it:' .1. {. c v rt,> ., ". .{''.; 3't'r,2'�' ,.!.<., tx `, a, .r.57,",t1,rx>, ,r' .J '• , p n„ c ,ts`� r,..,,, f r. 5 ) ,t, ^" ?t t ., }. ,r; •i.:r+. .f. •.r�,. 1,1�• ;� j,. 'V� ' ;Y��S>«�'.i:' .fEf."rit'+;:tr.(i,�;.;c;'gr. ,,a. ..tf;f t�, j i. is , V. .,: .y! t,,r,�':ry i' <u•t Jt•r:'y. �, r :: ;5.t +; t.k. :G. }. 1 r'a ytt r' t• t i � !4! .ur, t, ''r!'t1s�i� •};r 3 ,.r,� _ "+ $„Sw..�l; l�. ,t, ',s :'S f t .t ff t '1 t .t. .f�� t�,%i;t, ti�v�;t't_i'� SS'P7+, ,'�i'k3� ff ia'S.�r''s�at'..';:•. ,.Z ��((�� ,41.c�r}srt.*}-;x,rti.�";��{}��tr r f lit 1 } .i yj,i � � �' , � i E, ff• pti'#� 7,i��tt i�� b 3 . Ai..•r�nw:rc.rxn+x..mwerwk++.xr .�.,.«. .....f..�..r.-. .1 t �i`} 1t t i ��' 1».`DUU...v.iw.....:.. .. , . n...Mi.:..a.e,. ..t �c J...n. au................ ...........n+,+.. .:....Mfeek•ek:Yfta.XV4�+ft,+t✓vrreaN�.��mr.�H...«, .... ..-...•-.. I a ib};r"C r�g tfyyf icy < ' a WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI 3.2 PREPARATION h:aa A. Temporary Support: Provide temporary support of Work to be cut. B. Protection: Protect existing construction during cutting and patching to prevent ` r damage. Provide protection from adverse weather conditions for portions of Project that might be exposed during cutting and patching operations, C. Adjoining Areas: Avoid interference with use of adjoining areas or interruption of (" free passage to adjoining areas. ' D. Existing Services: Where existing services are required to be removed, relocated, or abandoned, bypass such services before cutting to avoid interruption of services to occupied areas. 3.3 PERFORMANCE z Proceed with A. General: Employ skilled workers to perform cutting and patching. cutting and patching at the earliest feasible time, and complete without delay. ".,` - 1. Cut existing construction to provide for installation of other components or performance of other construction, and subsequently patch as required to restore surfaces to their original condition. B. Cutting: Cut existing construction by sawing, drilling, breaking, chipping, grinding, and similar operations, including excavation, using methods least likely to damage �`*Yi', ' ;!K<•'•, elements retained or adjoining construction. If possible, review proposed procedures with original Installer; comply with original Installer's written recommendations. 1. In general, use hand or small power tools designed for sawing and grinding, not -� hammering and chopping. Cut holes and slots as small as possible, neatly to size ` required, and with minimum disturbance of adjacent surfaces. Tern orarily cover openings when not in use. 2. Existing Finished Surfaces: Cut or drill from the exposed or finished side into concealed surfaces. 3. Concrete, Masonry: Cut using a cutting machine, such as an abrasive saw or a diamond-core drill. rr { F - ` 4. Excavating and Backfilling: Comply with requirements in applicable Division 2 Sections where required by cutting and patching operations. ' 4 5. Mechanical and Electrical Services: Cut off pipe or conduit in walls or partitionsN; t11`j to be removed. Cap, valve, or plug and seal remaining portion of pipe or conduit �{ 1 31 to prevent entrance of moisture or other foreign matter after cutting. '°,� ; 6. Proceed with patching. after construction operations requiring cutting are complete. 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';*7t,+,4'Jr�'1r i,4•isS,��t C a#•)'��'S'. r 5h y� r ` j � '..A '` t r f 'ti. r '>leN�t�t�=Y3f �'Y^q,:�r. E �{' 'v,:.:�T`�d x,�` ��•t)v:f!r!, i '1: i, {�` !,: f '!;L ! +=t � .3 �.. � fx .,}�t$�f,'.:-q�: � �4` ,,.gd .Y .5la � '? ,7r4��t'y 1�' �? k�•.� '! lti fir. 1..' � t' I 1 i5. E ;.1 .rS 4yi,I�2yy(.r b��Ui' %� 4.�, Y, y�,i`x: }S�• ��' :,.r r F•c,, .t 4 , I. ., r +,�"E +,�la,.lt�.,t•,..q+f.l,j, s�{':� l iE 5 t: l� ' t ,t,, s:' ( �_.� J $..4.�•r•f„r~*.':,�s'`;?�Sl�i �FiN;+r.. rte” .,t.,.t, �r� ,r'. �. I,`,,,....��j,..tl.a fr{a......_«,.-...—_.........,iw+..«.r.+iwn.••.irwetirce�c`ms`W+YrNb'rS�n'•n.wr�,fww, ..,.,,3:.....,c... .�t ............_w,..,.,.nw,mti.yw.i.N.+rri.rnwim+.'..'w>,:....,.«u.._.::...c.,_..1.:....:. P..M.. , ,.,Y.:w.u.�.w2��.LriZt' 3',.;,,{.f��ib ?,N" ({<, WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI C `r t t C. Patching: Patch construction by filling, repairing, refinishing, closing up, and similar operations following performance of other Work. Patch with durable seams that are as invisible as possible. Provide materials and comply with installation requirements �? specified in other Sections of these Specifications. Y rs� tX 1. Inspection: Where feasible, test and inspect patched areas after completion to demonstrate integrity of installation. 2. Exposed Finishes: Restore exposed finishes of patched areas and extend finish restoration into retained adjoining construction in a manner that will eliminate j evidence of patching and refinishing. 3. Floors and Walls: Where walls or partitions that are removed extend one finished p area into another, patch and repair floor and wall surfaces in the new space. Y>>'' = fr1 Provide an even surface of uniform finish, color, texture, and appearance. Remove existing floor and wall coverings and replace with new materials, if necessary,to achieve uniform color and appearance. r 5 a. Where patching occurs in a painted surface, apply primer and intermediate ,,,; r.,,, ,�;.,,.,•, �^ paint coats over the patch and apply final paint coat over entire unbroken r;,;J'.:,;,:.'•; W. surface containing the patch. Provide additional coats until patch blends ° with adjacent surfaces. t4 =}, ; f+ 4. Ceilings: Patch, repair, or rehang existing ceilings as necessary to provide an •r x even-plane surface of uniform appearance. ' ` ' 5. Exterior Building Enclosure: Patch components in a manner that restores enclosure to a weathertight condition. END OF SECTION 01731 '"='Y`y` Vk ti: f .4fatft>.r.;.n;, -J ty t E`� Nzpt,1�,��,�,•rrt••, ,,.-, yr,-:. , t rj'{ :.t•,S YYF�F �`�?-f'� 6 .�,��t 7 �Y'+fit• 7 '��-•� (•t 7i r• fti ° C54199-00 01731 -4 CUTTING AND PATCHING ' .�f RO— 3/19/01 f ` t ••k A , ! J� t 5 ,,,.r..7. 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Se YS 1� (SI{��? . (t lI M WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI .r„ SECTION 01732- SELECTIVE DEMOLITION ,r PART I - GENER.AL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: i 1. Demolition and removal of selected portions of a building or structure. f'.rw;?• 2. Repair procedures for selective demolition operations. B. Related Sections include the following: �.f, Division I Section "Summary" for use of the premises and phasingf�'vr requirements. ; � " Controls" 2. Division 1 Section Temporary Facilities and for temporary construction and environmental-protection measures for selective demolition operations. I w 3. Division 1 Section "Cutting and Patching" for cutting and patching procedures for selective demolition operations. 4. Division 15 Sections for demolishing, cutting, patching, or relocating ; Y,.a;j,;v',,: mechanical items. 5. Division 16 Sections for demolishing, cutting, patching, or relocating electrical items. ` I� I f`"t k��t•r'� 1.3 DEFINITIONS sr 3�t.r. A. Remove: Detach items from existing construction and legally dispose of them off-site, unless indicated to be removed and salvaged or removed and reinstalled. B. Remove and Salvage: Detach items from existing construction and deliver them to a ri �. ' Owner ready for reuse. 3+t 7 f C. Remove and Reinstall: Detach items from existing construction, prepare them for R4.ef t t(1 reuse, and reinstall them where indicated. ( y • , `,y '.77+'l. (. D. Existing to Remain: Existing items of construction that are not to be removed and that � ��% ;i•'`''' are not otherwise indicated to be removed, removed and salvaged or removed and reinstalled. R"YY TT i� C5-4199-00 01732 - 1 SELECTIVE DEMOLITION RO 3/19/01 ` � �. KII :F7 +awT,^'.'Y ^tt r 4 t w...wrYlrMYr1+],]NerAl]1nY.!'r!lY+ 1 ? t'fi'vt `..7,"+-we�.lt�ry' Af14rCRW�'y(r..w tty#T}, tal >^r`; l w. ir i, •;i 'l: � ..i fir, > t } :t t :�. 't ati�is:it yi •'fia'r`.,y�_a"T-S- t�{'..M 'a'' '+b^:, irY t• 7: }R a Rr�' .r :�. 7't .�r'� ,.�. T, i f 1i...it si»r. xe r; r it t , •'{. ^' ,t ' r 'l..,t >';h5',' ,Ty��u,;.F» ,:��i� �' 'vtrk^e'�+'' `• r .s yr l{•! tn,. � S r -cr = S•3 ,;• r. t" .r, tt,...tr r r,#{ tr ,. .,. rir, .., .. i r a .sN � s t i j 'C� t,(},r.-ro�,,< �„ �2'•r�', ./'`r•��''�^'(,r.a` ,Y4�at3�;.„,t .:r{..i. .Y { i., .t,}y S: ,r S. .`' y. .e 'n'• .i". �.t .; a ,r ,nt ...1. .+ .l f sy �'�".s.=r.'t�+' :`r�+�'r �•"✓�•vi,Wi�^'�: S = r.:;.•.:� �, '� t t �r. ' r w r. ,r. � iti.,. ?�•.•, �. wty t.S7 1:.;4 � N: 4 y 1 i.'s rr � :•t 't r t � }} •� � r�Ni' ._,r. �, t t''t. .F. � tti1 t r } j s .t r �' � r r t 1. t lr f' y., d;�•�P i .� ,, (, t .r �:t .A_, t = � t' ,r .1rr E.It Sf,, .}t.t t t�;.,, .r�,1,*�.: 1`4�`�;,�:t1'q-ir�;ri!.. •y, :.7 t t .:,.w.MBA.amunir.�+i+�,arvr...k...-«-...,,.»... ,. .. _ ..,•.,..r.»�, "ru r. a.r�+':bw.t .. .+):r, ..i.. .it...4,.,...._.... .... ........ .......,«..>a...tsa iaw...ww.ti ..,...m......., ... .........._,..1..iJwi.w,.dJr+��. ri}t.y t,5✓ta'�4.'!'.. Fb, 1F.1:rC3tf,. d1 •, f rn WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI 1.4 MATERIALS OWNERSHIP , `i A. Except for items or materials indicated to be reused, salvaged, reinstalled, or otherwise indicated to remain Owner's property, demolished materials shall become Contractor's u property and shall be removed from Project site. r) 1.5 SUBMITTALS «, i A. Qualification Data: For firms and persons specified in "Quality Assurance" Article to demonstrate their capabilities and experience. Include lists of completed projects with ',.; :: $ ` ; ,i project names and addresses, names and addresses of architects/engineers and owners, and other information specified. r ` B. Proposed Dust-Control and Noise-Control Measures: Submit statement or drawing that indicates the measures proposed for use, proposed locations, and proposed time frame for their operation. Identify options if proposed measures are later determined to be inadequate. C. Schedule of Selective Demolition Activities: Indicate the following: 1. Detailed sequence of selective demolition and removal work with starting and .-'^. F71 ending dates for each activity. Ensure Owner's building manager's and other '" tenants' on-site operations are uninterrupted. ' `• z�„5Y�"�'•�;��r> 2. Interruption of utility services. 3. Coordination for shutoff,capping, and continuation of utility services. x 4. Use of elevator and stairs. ', 5. Locations of temporary partitions and means of egress, including for other tenants affected by selective demolition operations. .1 6. Coordination of Owner's continuing occupancy of portions of existing building and of Owner's partial occupancy of completed Work. :• �� lip{(l�=J F{f+' D. Inventory: After selective demolition is complete, submit a list of items that have bx� been removed and salvaged. 1.6 QUALITY ASSURANCE +•r`. A. Demolition Firm Qualifications: An experienced firm that has specialized in demolition work similar in material and extent to that indicated for this Project. , B. Professional Engineer Qualifications: Comply with Division 1 Section "Quality �y r "`cwt Requirements." '` � C. Regulatory Requirements: Comply with governing EPA notification regulations before beginning selective demolition. Comply with hauling and disposal regulations ti'•r, i�;.' } ,{'�� L';�;; of authorities having jurisdiction. C54199-00 01732 - 2 SELECTIVE DEMOLITION ' RO—3/19/01 ?, 1 (k: '};*;'7777 i•�k�. �q!P:v,r ( r�x J,Y n."iA*R�!ar r. `. r:.t4!wrra�+rau:euewwea,n..* — yr wx nnm�+nw�w rxt rw hFmwwavxam,.. •^tr r 4 i "`!h`41 Pil, iyJ lL i i(,y.,.�.,;�.:�ry.� t .1 di i .t ,4y,/,r.r .lei.,.. .p .++: ,r'..;5+ ';.{Ft� 1F..��,. •t: t. � t,F^; xr;, .a°�S:r !',.� . ,r�+' ` ;{a"'i ;;r./.. r�.y i n 1}Jr^ ? t•. ; r e i.. r' '�`' L:�aK t.fra: ,t3..wn r.��j-'x: ',+•yr b� +. yf1:',�:it',t•`:`e'I'i,, !.4.• •y ? f, I t. .5. 'r F t:" `r �r S ` :i, ,C rtrd. vt;[.�,.:yJ1`sf).5�r r3ti��+ Je',�'t f;�;s...i'. y}sti S'?F tx�tr.`,,, ..5;.;v 7i '•s r :a .r, .}. ii :r; >>r. ft, r .tc f�� p�' 4.`;r.7 t�.:r .1t, t ^.ih"r,' i ��, •:r�� '4.'.f. t,, .1, ti r r„ �� .y� �:x', 7 ':[k Cp;yik�:.�r'�'vKk!,`�`�� ..�. .�I��lAir >. �..x. vJ .t),Z.i^ S �i ri '� l 'Y, t ,�:. fF.i iii .t., .Jr4�i{' E�Tjt'•A.��cL.: 41ti ,�, 0i I }, All ty o1^1`ir � f iip�pi` ,say.tdnry+nr»no..�:w.. �„c;. a Srs �L}t XIS'• �,t� h{ WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI j .� D. Standards: Comply with ANSI A 10.6 and NFPA 241. �.� P , E. Predemolition Conference: Conduct conference at Project site to comply with requirements in Division I Section "Project Management and Coordination.” ' X^ 1,7 PROJECT CONDITIONS • as,,N',�i�*t�� t:, A. Owner will occupy portions of building immediately adjacent to selective demolition area. Conduct selective demolition so Owners operations will not be disrupted. rry,�13• ,r;,. .�: Provide not less than 72 hours' notice to Owner of activities that will affect Owner's operations. B. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. 1. Do not close or obstruct walkways, corridors, or other occupied or used < ( facilities without written permission from authorities having jurisdiction. C. Owner assumes no responsibility for condition of areas to be selectively demolished. ' 1. Conditions existing at time of inspection for bidding purpose will be maintained by Owner as far as practical. Y �f tJ J •r w D. Hazardous Materials: It is not expected that hazardous materials will be encountered in the Work. 1. If materials suspected of containing hazardous materials are encountered, do not disturb; immediately notify Engineer and Owner. Hazardous materials will be ;.f>.'jit•z^:```'' removed by Owner under a separate contract. `- E. Storage or sale of removed items or materials on-site will not be permitted. ?: �r yfd ,f P. }}t.. 111—F. Utility Service: Maintain existing utilities indicated to remain in service and protect }, . ;f:,`;.:r,:;-, ,•' them against damage during selective demolition operations. , Al fAy(r 3 1f 3 r �'':'•51'ii yr iii. ,'. 1. Maintain fire-protection facilities in service during selective demolition operations. 1.8 WARRANTY �:-•;s�j;�l;,'<<: A. Existing Warranties: Remove, replace, patch, and repair materials and surfaces cut or damaged during selective demolition, by methods and with materials so as not to void ; , {, ' existing warranties. ''#` �:it Et.:.(,:{,'•,r 'f;�v�i:�yj,,iy}�;.�n, 111 A' �i• C54199-00 01732 - 3 SELECTIVE DEMOLITION RO—3/19/01kf �, �..!",fi �'h-`?�.c•.X{!l,t.r.Y'y^.t+}S��,Y.r'Y`sd,,.�. ia^ .'i ,7r rr pa.�i.M,,i1 M..y',T'v ^ ,.T „.s!.'S t'""""•"".q;F.`.SC.r,Y.,f'.h=r�,f1`nf}.j�.TTt.r',E-'�•r'}r! .wns.,Si,lyk r i w}.k if7�`�1r F,.lMa,. ..r , :� .f�.• f..l�. 3, 3 � .i;, ''s 7ti �1. i,.>...•,a''-t r•F.+✓'rt r�5o;' t' i :aY S L 7j: t t Y h; t F 3 /, i :�..; f 1 (•. .d1j;. ri•.' Y Z,lr '•:.. n F+ � n '1.1. t 'f r(, cc r?-"^"�'S:'�. I � r•i;��,, t �S?.,t,� Air .�,`;Jh,n. 1 '! � 'T `:�K ?I ':; L: , s, J �`" y. a. t r t:,; .it.b t r i csbl�f t 1 1 S} hj ��.�}C43,`'r'( � W.d? ,•;,�. <f +` , " t t • t { f , :ty r r{ .J(FT �f y t,t.w�rJ. ,. Yt t } : { i::�t t ttf ,� t ¢ 3 a. (rr� fy >Lt '..!• 04 f ;t . . Y( ft ,':°• L�a'' ,f 17atyP?.aj�1' Y .. t ; ::y :,.. ....,, :.,. .::, _ ., i't a`.7 !dr J y.+S�' i�5a.. ',�iip[,W7� •t,.A, x.M F..�.S.fi$ji.. ,Y,.3't�{ f h5r } y '. � � .. •: .. ,I Y .1:e,� 4.,,wt t ,��;i.c.ijt 'M1:l'e�+�(t {S..; r r;}S ,sy'grr•v 1 'f,,;�5 {j fi s{r'•ia'tr', t v:4 ••:1{�,'', t'yl!.,t,�}y;`,,.�<,„3:3 t .i , ! '' �I:r'” •t .{ �,a)•(ryt,:fl�, iL4 ["` '+ /.Y,kS ,tx 'C.l <!: {s. ,.i w'• :y r,),t.Se9 r$Lt Ctkryii ,s{f 3{si•.,.,.;;;kS.rr�'fit`}1;C}'h:t:°<g:. t,,., t. '1'�4 •,,.{�,' Ft't .i t _ t, .irys .A.•�4f F7.,�; ..x•.;:r, �'•, 'rr� >, i ,:SI �v j1 gy.�':3•{:i4. W, qi i '4 ff`'�•��:4t1:',".)•),(7.{`�j� 7,�'',1'.�`it. C 1, �n'r"'f5Z 4y� ,}}x t t 9. :f r'�„ t 1 �l)• .;. 2 ' E$ :f;`},.i,cd. Yt. r� i I`t .r Jy , �. , •. 1' r 2. .• )...'S. ';1 rA yt S s r f. ,. ; ,, ...,.,sr•s•+r,.r..�w:ew.,L.,,w.s.;....,>'.......4.... .;a 3,'.`:.i'`....,,.. ,w:wk+a 1 2 1� i ..jt. OMNI L. Ftt :I fn5� 4r WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI t 1t � •,t r. PART 2 -PRODUCTS 2.1 REPAIR MATERIALS ;A 'F' A. Use repair materials identical to existing materials. 1. If identical materials are unavailable or cannot be used for exposed surfaces use materials that visually match existing adjacent surfaces to the fullest extent possible. 2. Use materials whose installed performance equals or asses that of existinh4?�` materials. B. Comply with material and installation requirements specified in individual Specification Sections. PART 3 EXECUTION j 3.1 EXAMINATION !�S'��y� }.'.%ir?tofi�•r LV :ii 1' . f" .i A. Verify that utilities have been disconnected and capped. / '`` e��t `ST`y yg1�1" 1 7L•t`I Mrl- B. Survey existing conditions and correlate with requirements indicated to determine extent of selective demolition required. -; C. Inventory and record the condition of items to be removed and reinstalled and items to '? be removed and salvaged. D. When unanticipated mechanical, electrical, or structural elements that conflict with intended function or design are encountered investigate and measure the nature and extent of conflict. Promptly submit a written report to Engineer. a E. Engage a professional engineer to survey condition of building to determine whether removing any element might result in structural deficiency or unplanned collapse ofr + ,�Jf�� U .� any portion of structure or adjacent structures during selective demolition operations. s�a± `��"}�` 5;" i'S1ltrV� 1 F. Perform surveys as the Work progresses to detect hazards resulting from selective s4 j3A" demolition activities. 5 3.2 UTILITY SERVICES , ir; A. Existing Utilities: Maintain services indicated to remain and protect them against damage during selective demolition operations. C5-4199-00 01732 -4 SELECTIVE DEMOLITION `t RO—3/19/01 8, Tf'• w �„H r777'7;1 tt [,t TM,- ..•ywwx!nxMmtw. .tru4aur>.,..•;r,•*^7'i";MY'J4j,.•Ii;F'1�C4� 1T"L'Y!?^i "$,"° �4`;' pfrbp,�.�}{i *Mt:Tf•rtt,�"'••-�'1t,..f"i2r„u•r�,' �;,. si t;.i.tu:;fJtt,zi, rf• .a t ",y,:,. ,,s �.. '�' ”^i^t. "• .r>>'. 1 ..e. i' t. 1' y ,d.t• rft ;.k .i .4^Tt t �?>^,,, � y t � .r{., �, ,1.',• t.{� 7. �im' , { r. ` •r M•. i .}b FF < a�r w • l} I'. x F pp d�!Fd,,.'f >c ;1�'t," �y� it;`.``NY.� ,.};'Y'Y,:�i,,:iii t.w'J�: r f4, ,\`^rs kr; +rs: 'r �} ,� "S x:a' .f2`t 5;7.. ,Y,t1iS.��,�v}:5'd.::v� '{t't7 t•... b.,1 '7'S i 1 r f.",:'�.,i-. $.t 1, 't'��. :.4{"�'>,�' .`i h'F,.4:.,g�,��> .1.,.3..s.. r:t' t ,:,;E TtS 3r � ai �l 7rt,: r .,,,�•ak.{�y�K�,.>�i,i r�Y.. ,;r,_. .rsif.t,� ,{�'� d t...;t i, '"`�, t ;,;(. ,.,},' ,"i'Y:.:.. ,1. ,•Ft f ;. .;'t' i•.i. / Fr.. irs. �t t, 1 7 ':,; 2 4 �f .5 1 }•, ,:;7,, .r,; Ji,,,, t,'�t i „�:}p' �f../, '. ',h`� tl��yt .. •a �,N ay,irf,• 'n�,,X.-:S t�jpl ”, :1t' :. ',i't ...... 1 Y: ,<, .,Yst�.. �.r.'!,.r ,v:.1 t.-,. �� U',y.P� .rf lf: �Tl.}' 'r1 .i �•: T.� ^+).t l�,d p.>;•!+�1..:. 1{ a�;",i'rt*� ,.�lY .7.?.7' :.�.li.• +.'« ..�f r tr •i', ,fti•`., .•r! .i, 1, i, �5. -.tt �, •t t., c.t"rfr•'.=.. ,A Zrr�.,:'y4, � r,"9.��l.zq;i,fr, ;Nf� J,3,+: �y'�� r ,ea ,yi�i,7�y^'.„p.t�` r',r.. ;4=,:F• dy>T, r �' r., ,.t` r ';� '•t.�7n c ,ta....N 'M',T, i.,r 5> v�3F,, {. '."'tr +< l � ��• ,.°ti' r< s..,l, d ,,. ,id}. :.�t..ro:,ti�..r •, ,.t,t .f 4pf t 53 i,�r;.,.,,.c, �.3:; •Fa,g x�: ,,� .� ,.. i.T}' fl, t...•�r.', ,It ff J t �'ti x. r•z L >r,. „`�i. {5 ,' r ,t5 .c;. ''r. { i,raf7,r,,,�..,gt�.,,r):x„(�t':t`Y;S� ..tf�,�a,t�:ttf:;�f�.l-,}}qtr �,,. '�i 5? .�Tfj,,::....v, ♦1+ s `}';� .5! `."i,rgs'v,�r';:r, :t,,, (( t : r ., ,;:iF,. ., ;�, .k.,.es .ti�. .a 1�f,4;1� i,�p,�� `♦'Ss :r l•-4? n.y.� t,.xS1 1f' y�r.�'Ti1C f y,�t 'S 3.y�tr>� 1��1 7 t r' ., P: .3 e r ''�, :i tc f :.7 '�' v 0: d,::i C,f• S�t� 'ss.� t•., .t �` •z r':,Y} ,.a., .,t, F•i if;T'�:th 'S.•i �-ls... } �/ y�� s, �}F*-ei:, ir• � .b.,>�< :f, ,r»r u� �,, � f :r� .,4 .y .1 5 S' 6 i,?:i ,r, "F t .r ..ti , +>. .?Ip'4 a .i }, 1 t5r,,.,,.J,2;,. ,x.y,. �'t t .c t, .r7 „t s ! ). 3. Y�t ,i s m. t r}`, 1 r:j,.:;2.. ..t:�:5'-.',.,•t- 's 5 F�1. .�{�.r r,r r?�,,,a,-�,rur” e�`�.KS�.>'.jqrf:;e S;a,'.�,..' ,i-ty,. ,r ::t;.rf t ..s.r i„y^i,. s r y', .i,,.i;, 'V. .!- tl,+� .!„� ..i,yr.t^ .:r4.,.S. f .d,..F'.k aP�`.'�ftFW +•; •r,,t F�tA 2t�t.':.,.:' .t ,1 i, '.i1- �4• .'(:; •x}�, ,:j .l ,1'r r. f. q,. td �i, '.1 ..r'1'✓f:'S,t�✓cl.;;�i.4::? ',wi`f`e, S'�<;,h., � !,t S t: ,:i;F ,,t,;t, .,S l• ;u,{{r tL;t 2ti �,:i`v:` r,A,,.�...�,..ic�s�?n.,'">... '.�. 3k.•. .a .';T Ja r �i*'P .t '}tr`' i ..r, :}'i,° `"• �tG,�1t�;ii Faye' y;t .f4l f1�' �°�',:`.h' °r7;<. •tl yr�w.rr+.+nrytrx , t 4 § t ' 'r r1' .•} „ C .� arIV , .vcl.1.w,uNriwrMA'M>t.hl M"+.f.iwhRl-:retw+n.11Mn,.".ufx "rir.-,,.. .....,..v r ...:,,.,•.,.t.,':^t r.f..>:,..n >....v .,»......... .. .......«rte.+'.h st't.Jtu M^Rt't"h M,4.Mww.ranL.'w«A..+..'..,.. .. t. .L. r't r ' l ! tt IIII �i. WATER POLLUTION CONTROL FACILITY EXPANSION :.'• CITY OF JEFFERSON,MISSOURI r .:;. B. Do not interrupt existing utilities serving occupied or operating facilities unless authorized in writing by Owner and authorities having jurisdiction. Provide temporary " { services during interruptions to existing utilities, as acceptable to Owner and to authorities having jurisdiction. 1. Provide at least 72 hours' notice to Owner if shutdown of service is required during changeover. C. Utility Requirements: Locate, identify, disconnect, and seal or cap off indicated utilities serving areas to be selectively demolished. 1 � Air•.•'a .��:t,... .;., 1. Arrange to shut off indicated utilities with utility companies. 2. If utility services are required to be removed, relocated, or abandoned, before proceeding with selective demolition provide temporary utilities that bypass area of selective demolition and that maintain continuity of service to other parts of building. s r s 3. Cut off pipe or conduit in walls or partitions to be removed. Cap, valve, or plug and seal remaining portion of pipe or conduit after bypassing. D. Utility Requirements: Refer to Division 15 and 16 Sections for shutting of ;f disconnecting, removing, and sealing or capping utilities. Do not start selective demolition work until utility disconnecting and sealing have been completed and �' g g P JJ verified in writing. 3.3 PREPARATION A. Site Access and Temporary Controls: Conduct selective demolition and debris- removal operations to ensure minimum interference with roads, streets, walks, ,' ;:; . a• walkways, and other adjacent occupied and used facilities. 1. Do not close or obstruct streets, walks, walkways, or other adjacent occupied or used facilities without permission from Owner and authorities having „' ,:.,;:;.K,t•r,'' j jurisdiction. Provide alternate routes around closed or obstructed traffic ways if required by governing regulations" 2. Erect temporary protection, such as walks, fences, railings, canopies, and covered passageways, where required by authorities having jurisdiction. } 3. Protect existing site improvements, appurtenances,and landscaping to remain. s�, 4. Erect a plainly visible fence around drip line of individual trees or around f perimeter drip line of groups of trees to remain. B. Temporary Enclosures: Provide temporary enclosures for protection of existing building and construction, in progress and completed, from exposure, foul weather, E other construction operations, and similar activities. Provide temporary weathertight enclosure for building exterior. ! ''� 7;' CS-4199-00 01732 5 SELECTIVE DEMOLITION RO—3/19/01 ,•.. p+Fi�t� ., �t •. ;t t. f�'^'w fG./{n>vrial,!'W bitiM.Y^• ... Y- u'urrv{nN.r{wP!7:w.nv'nwr t. ^^*^•s+wt>:�vp;ag49R67F+�c ;,.,-*^�?^"" .p +;t.cYT ..�� (.:• !dKYKI(+C!uWifN�7rtFAM _t: r t , '! �tj: s: t\ '1��1't in:.1�'i. nt•`r+r= '* t '.is t i . r ', : .i � s c .'3 S .,< '.'+w�eh� �, 1 x2+ 2>.`, t.' ay�:r;>•C"4 p'i','.;4'� it� ,vt=>`,e. t + t t i' G :'.tt:r i�. ?z r7tn {�''kf(kr ��yf ;,r }a c:. ,t r w � a 1 �.� ,r '• '.c ttt `� 4rt '�' �' i., 1 1 k Y•�IvT� ,J 1 li,. 9 I G1, .; c ..i - � t jt:T 1". .t>;`� ,,1 + A f �5�4..,. f ,. i ' '�F S r r Y :ti yr t <•" die�,i'i� r'H t,4 z " ��'rx' It 's ' � � �r. t }r4(i krlf• ttir.i 4.. � .w.a4.�.•M+w/•WNwrLUwW,T..n ,.......u.,...._... , � .. ..,....r.e..�..R uI�.YIY,., ".T+e,a, r.,•k,`1-. ..n...,.._.... .._ .... ,,.rl, .r..,l%•.('.v'".`lw rn...,w,.�.�. .. ... 1 ....,..... .nr !{gt(' 1 is 'I..M1Y:.M1\II' , 'WATER POLLUTION CONTROL FACILITY EXPANSION { 1 CITY OF JEFFERSON,MISSOURI r•-_ 1. Where heating or cooling is needed and permanent enclosure is not complete, ` provide insulated temporary enclosures. Coordinate enclosure with ventilating 1 . and material drying or curing requirements to avoid dangerous conditions and effects. \` C. Temporary Partitions: Erect and maintain dustproof partitions and temporary d ' enclosures to limit dust and dirt migration and to separate areas from fumes and noise. D. Temporary Shoring: Provide and maintain interior and exterior shoring, bracing, or I structural support to preserve stability and prevent movement, settlement, or collapse I of construction to remain, and to prevent unexpected or uncontrolled movement or collapse of construction being demolished. 1. Strengthen or add new supports when required during progress of selective demolition. "";,rt`.<•, . 3.4 POLLUTION CONTROLS A. Dust Control: Use water mist, temporary enclosures, and other suitable methods to I; limit spread of dust and dirt. Comply with governing environmental-protection , regulations. 1. Do not use water when it may damage existing construction or create hazardous or objectionable conditions, such as ice, flooding, and pollution. 2. Wet mop floors to eliminate trackable dirt and wipe down walls and doors of r demolition enclosure. Vacuum carpeted areas. ; B. Disposal: Remove and transport debris in a maxuier that will prevent spillage on adjacent surfaces and areas. ` ? 1. Remove debris from elevated portions of building by chute, hoist, or other device that will convey debris to grade level in a controlled descent. f C. Cleaning: Clean adjacent structures and improvements of dust dirt and debris caused by selective demolition operations. Return adjacent areas to condition existing before k., selective demolition operations began. U �•'Y i t 3.5 SELECTIVE DEMOLITION uu }>t lJ�t�t • A. General: Demolish and remove existing construction only to the extent required by ,. .,{�:;: .J new construction and as indicated. Use methods required to complete the Work within !:< limitations of governing regulations and as follows: 1. Proceed with selective demolition systematically, from higher to lower level. '-` Complete selective demolition operations above each floor or tier before ? ;;', disturbing supporting members on the next lower level. C5-4199-00 01732 -6 SELECTIVE DEMOLITION , RO—3/19/01 , �' r .TUU.r�T.ar�.++w.t r^ .'l Y"."Tw'""'?H4*MY%N�Ry+9F�Ktrv!Nr+.Y-zr+••r'^r' wa W A.4bHY111C�'KY}WSig51FRWtw'+(.m.�^°" "T?" I r f. r t{ 'H`•"!x.Rhv(M47i{�� pyf`z,5'K y t�r�{ 7��. .'r 't�.r1.i r"2 .r .f.t ..! ^r,17. ft ,i�,i t t J' 45.�.,h.`;.,t,.d�+rr!:i{•,ya " r�. })ywlp'� ix't ✓"1 Y� f I ;. �:. .{ ,.M1 e 'ri'. .!„Y',. ''t' r { r UrS'h��y,r?F��,4+T� ��.jy Y�� v,".�:�.13� 7 t �•5.�:.i9.,,{Y��(,�r {4. ,��tt l� .Y y ,1 .'. % i i' .+ r { .i :f. 'i}. ,t.t✓ I (lS�� (7�,T�Lti1J�,i liS.a Ja"YY,:9�gg�'.iV1. t .,t. t r s.r i 't I' Y - I :: rr St 4 tiJ1,{s4�¢tai ,{ti.r•��y of y f � Y• k1 L rya�l tlq 3{kf.t�Y.;:{rj': J i.fu,'• .:-. ,,'. .:.' . • .. .. .: . . ,J, ,=r�1 f atil�Z+?r i=� .�� ..r.tff ..>:..; .. .. ..f....,r...,.,....... .. .......r,....rwwl. +.,t'4...UCS!':iSkLf.::+•riH'hl:4gdf0+f 4+nwnw.ti..� ,,.{. �t�}hF /}X, �� -•� WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI 2. Neatly cut openings and holes plumb, square, and true to dimensions required. Use cutting methods least likely to damage construction to remain or adjoining construction. Use hand tools or small power tools designed for sawing or grinding, not hammering and chopping, to minimize disturbance of adjacent surfaces. Temporarily cover openings to remain. 3. Cut or drill from the exposed or finished side into concealed surfaces to avoid marring existing finished surfaces. 4. Do not use cutting torches until work area is cleared of flammable materials. At concealed spaces, such as duct and pipe interiors, verify condition and contents of hidden space before starting flame-cutting operations. Maintain [fire watch and]portable fire-suppression devices during flame-cutting operations. ' 5. Maintain adequate ventilation when using cutting torches. 6. Remove decayed, vermin-infested, or otherwise dangerous or unsuitable materials and promptly dispose of off-site. 7. Remove structural framing members and lower to ground by method suitable to avoid free fall and to prevent ground impact or dust generation. ;;;{ 8. Locate selective demolition equipment and remove debris and materials so as P " not to impose excessive loads on supporting walls, floors, or framing. 9. Dispose of demolished items and materials promptly. 10. Return elements of construction and surfaces that are to remain to condition existing before selective demolition operations began. B. Existing Facilities: Comply with building managers requirements for using and protecting elevators, stairs, walkways, loading docks, building entries, and other �. building facilities during selective demolition operations. #;�iX'`'.:aii!{•5+;4 1. C. Removed and Salvaged Items: Comply with the `�;,'• ``"� "! following• I. Clean salvaged items. 2. Pack or crate items after cleaning. Identify contents of containers. 3. Store items in a secure area until delivery to Owner. 4. Transport items to Owner's storage area designated by Owner. 5. Protect items from damage during transport and storage. Ff D. Removed and Reinstalled led Item p y with the following: `'�a, .a ��• a 1. Clean and repair items to functional condition adequate for intended reuse. Paint equipment to match new equipment. 2. Pack or crate items after cleaning and repairing. Identify contents of containers. 3. Protect items from damage during transport and storage. ..� 4. Reinstall items in locations indicated. Comply with installation requirements ' F for new materials and equipment. Provide connections, supports, and PP � ,� miscellaneous materials necessary to make item functional for use indicated. 'Ml C54199-00 01732 - 7 SELECTIVE DEMOLITION ?� RO—3/19/01 t i `,iJ�g'y;y'},7%,[t�t,:i°`t,'�'��+•`'r,<.,�S,,�Ka I tr tk.}tµ�t55.r'#y}S3,"t y 3{(J i�✓t tt t t t:c:.J:! }.,:!��, "a°J. w^o.J�ge"o'."r s^"t.'i�'"k"'a'...�,.,+ ,i�•41 f%t>v,l,y,,,i,r itiw}}i 1 j g 6Y7?..,;i��;77(>ti,.;"�';ai�b��,'C i�#�5 t:`�{�>4','{.Y;ts?J dy»t�N �. j yd A j is ?1 C'} `f+l i } ! , t 13 1: 7 l�7. .r r 1 1 lrv' •� �..lFh".r t r7�`�{> j } `r � .t. 1 {7 .t,r4 r ,r• c " yt.: t: ' .cl�r S � ''{f}4i NS'ri`1�i1 Fib k{;�Aa� y�� .). •,,.��.,,:!},- .i; �{a+^+, ' ti '! t,, {: z: S,?fi; ,"r,�l��#r�{+.id'�ti f+�,ktt,,:�y.`��tr ,q:�y�. v42�1/j Mlrw»..+n..n..tYo tth{.f: ,�y�sl k t •:,-�' !p'`tt' " INat,9 1S3l.VJ } a t r� WATER POLLUTION CONTROL FACILITY EXPANSION 4 .! CITY OF JEFFERSON,MISSOURI E. Existing Items to Remain: Protect construction indicated to remain against damage and soiling during selective demolition. When permitted by Engineer, items may be t 1 removed to a suitable, protected storage location during selective demolition and cleaned and reinstalled in their original locations after selective demolition operations are complete. F. Concrete: Demolish in sections. Cut concrete full depth at junctures with construction to remain and at regular intervals using power-driven saw, then remove concrete between saw cuts. s G. Masonry: Demolish in small sections. Cut masonry at junctures with construction to f remain, using power-driven saw,then remove masonry between saw cuts. H. Concrete Slabs-on-Grade: Saw-cut perimeter of area to be demolished, then break up and remove. I. Resilient Floor Coverings: Remove floor coverings and adhesive according to rr" recommendations in RFCI-VtTP and its Addendum. �• r.1 y �r 1�,7��tS� ; 1. Remove residual adhesive and prepare substrate for new floor coverings by one !'raj of the methods recommended by RFCI. J. Roofing: Remove no more existing roofing than can be covered in one day by new , ;�.t,;j, ,,,�,;;.•,t .;, r" "'. roofing. Refer to applicable Division 7 Section for new roofing requirements. in;4 i •:- :' ;i K. Air-Conditioning Equipment: Remove equipment without releasing refrigerants. 3.6 PATCHING AND REPAIRS ± , `, �;1` ate,=;f+ •ti. ., A. General: Promptly repair damage to adjacent construction caused by selective demolition operations. 'r•: B. Patching: Comply with Division 1 Section "Cutting and Patching. 3.7 DISPOSAL OF DEMOLISHED MATERIALS 1 411V1 A. General: Promptly dispose of demolished materials. Do not allow demolished { materials to accumulate on-site. •�r�r . B. Burning: Do not burn demolished materials. and legally dispose of C. Disposal: Transport demolished materials of Owner's property them. END OF SECTION 01732 C54199-00 01732 - 8 SELECTIVE DEMOLITION ' RO—3/19/01 ,�y ^:rin— ,..Mr!..w±rM•.:«�r,,.r+. •^•',^•,,7'"rF,: '! Y � fuD+•;�l�:t•cnx•. TT: •1`'t .+ry"-!' r `�T:.,++ratewXCi,RYftsaye2Ffuwenw.*-+^„ .1.:, ). •r., tt 3' i 't�:t',;<•t:�•• `�h�')`;�� p '�e,XS ;�'si�` '•�'" .;t r S i fti ?� ' r F > � � :}'Tu'te•iv `t +� iit.i° �(�f�''„': 'l) i „S`5v.,t}�,,},Y,�.'i Si3 ?t••%.I't},7' r r .t .t. .0 i ! }t:.I. f tt}r..t$ ixr 41 t,;.dt 2",:t�,t,.f.F. .,{}�rya.p,k 5t,f '!'�'{,+ �!". i"}'•. >tttr,,Ti,.,j�,�7•r'r .} .(i. S! rf 4 •,t+ t.. :t } t , 't. tt :,L J t.} :0,•1!.fti• i!l}S!,? .., yla�.{�,,. .t r7f,;r ,y s.`ti<'}' (( .S}i1 )) t: _ d �.rr•r } t�l.', ') y) r!. `,�"^"f l..�:t,'T �, i,•i L I1 E 'f 1r } i i.�. � 1.'t 5.�f �;, I.i�drt}+ Y �.,.., ., .r ?.r:3{• + S,'.1 '-+t1 Y.`} yf •1 :. <) ) r{ f, :•� f t. ,t't }...t.. )rY .1t 'c. .,� as,„c'i,t!'�;a�r• i'lR s.t 1. •'}. '' , s. .�,'�•� Sj"; �1 r Y�,• i�, 3(,i r E ). � Y v�.p: S .r ;� ,��... •1�1:r ptk� t'��t:t`, x '!.. '>';� r� Ced21F't`�i� .r�Qt° i XL.I 1 .,ti qe.r.,t.i' �1 `++Si tSi fl:' }. .>s�v.�!;ly.�, . t /. :j .tc ! ,,t+.�: i 'Y;t .kt'tt i:rt 17 .r 7.r+•�'i+}e:rfp4iir:;:'��>,' �t�r y.t N �a n.c:+i'`rs ✓ .�'S• 7.{<. �t..,,4,.;.-rr't. ., '+: ) .}S, 4 k�-X;ltx i•ya, y�s�r7 ty�\,� ':�, .i�',`t, e,f�i�, �'!r i . � .,.fq. .(Zt l:�ftt tVith I ��✓,try's 1•i.is �,7 St+1f�,,fin+ ,Itl j £ J t r — { t� 5✓ h' t•.t , :. ... 't t} t jiS�+a q � >t N'Jy t?,'v }at a,t i vt� '1 , a r jtul J�t. . •' } ,i .... ... "' ..,,..l.re+n Mr�T+.wv�f!t^Y'+vY.SNrai+3kF Verrirv..•w:as.4iuur.......:Le { ; y t Y rt{ ( WATER POLLUTION CONTROL FACILITY EXPANSION i CITY OF JEFFERSON, MISSOURI x; SECTION O 1170 - CLOSEOUT PROCEDURES PART 1 - GENERAL Fpy 1.1 RELATED DOCUMENTS , i A. Drawings and general provisions of the Contract, including General. and Supplenientary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY ! 'b y;�a( '`rl,,,,fir','.:•:5.. A. This Section includes administrative and procedural requirements for contract closeout, I including, but not limited to,the following: sf ; 1. Inspection procedures. fr ' 4 2. Project Record Documents. 3. Operation and maintenance manuals. .i Warranties . 4 u j{lr{=7F it j " . C . 5. Instruction of Owner's r s personnel. s,,`.f::,s,'z ,• 6. Final cleaning. 11.3 SUBSTANTIAL COMPLETION f A. Preliminary Procedures: Before requesting inspection for determining date of i Substantial Completion, complete the following. List items below that are incomplete in request. fY','' 1. Prepare a list of items to be completed and corrected (punch list), the value of items on the list, and reasons why the Work is not complete. 2. Advise Owner of pending insurance changeover requirements. j1}t5z�f✓�t„ . 3. Submit specific warranties, workmanship bonds, maintenance service agreements ?• �' '"3 �` final c and similar documents. tiers, nts. �•.,..�,;{. �•;�::. 4. �i Obtain releases `;:;�,`'�t{�j•;�';{. and submit r permitting ermittin Owner unrestt.7cted use of the Work and ;fj'•.;<�3r��,;��, � ;;; access to services and utilities. Include occupancy permits, operating certificates, and similar releases. 5. Deliver tools, spare parts, extra materials, and similar items to location designateds ;r=�;15?i, by Owner. Label with manufacturers name and model where number applicable. y ° 6. Make final changeover of permanent locks and deliver keys to Owner. Advise g P Owner's personnel of changeover in security revisions. 7. Complete startup testing of systems. ;s ° ' °`!r f. •air. sr,;, �: 8. Submit test/adjust/balance records. ' ' 9. Terminate and remove temporary facilities from Project site, along with mockups, t��.�t•,•3°u}•:r:�;�" �: construction tools, and similar elements. 10. Advise Owner of changeover in heat and other utilities. ` #`" C5-4199-00 01770-1 CLOSEOUT PROCEDURES f rf,{c:� ` ��/t�w• Wit. 14z) RO—3/19/01 � fit! �r,`�a�k�s,.'F "�• s: ��py�� t+rMMK't'�'+�^T>�sx pj'�ij of,i�tY4f1 a"j y t I/',.�V':" }. �'T"{li�{R�f��X/iM11}r•'♦^•„^"" {' .+..,....�.«.�,'^^.-WMtilhtf.MRNbi'tN/a'.AKw1•+rr• ..�..,.,.—.-.:I[Mt r.,rit j��1' 41 J{ 1:�'ti�;'t ,i;_y,lne.1 r1 .{a7iAf t. t. ,;{ t '' ,t ' i;t �� rr. �uk'��.r a'-"•�t^,"G� .{ r{{na}+ 5 {� ',?r`.{.y�r+,'t'`:-�:�:! ;i1 1 r S 1.t r+.t; 1. ! .i y�J f 1•, :it, %.t. { xt' {i �{r�lt ..H,i.,i t':+(i,!'t:,j¢.>,F.'r � t ''',i. �,�'y5 1{Y�r,t)1 P t..! tr„ �.' un., +, 1 ri t.. :y` ;i 'i ;f.�l r <i{•{, .1�t.;.t,d.xl""7 f:�'Y cJ{tt�" ,.t ,(a �.r, .1'�: i x ; ti, ,1 } ,1' � L r i r•..�' r i{.. t ,.l f. P �1'i :'.?." i, � 1 1.J t .r.( i t 1 t 7. x r£i• •r,� { a ('r,, :�'.,t. ;72r+ { ' :� t s •4 J-r V t `r.r!�! `�' � .;r'?}t!f��„:�7•a.�,n7c�n9�tl>v?Y'.�r lip.yift�l�i� -.'.�9 :'{ [ .l h. 7 . Je f ,r { i{" i� Ix i .1,fit. ) t x.i; 7n1`�ti',`'r(`: ':��4.JiJP i;'ir{.y,•}1�`s�/,tf'� :3y .;L� r.•. t•, ti. i t t r + f I 4 t rr r t1 ..wr,t t{.! .r. yea�fV- �. t !F ;:, ';,}i_ �t (r � �to 15 rot( �, . . .. � J � r �� +�i1Ew � +rir s,�"4 v i.•,,'t r+rJ�«x4�•i�.nNkeY,orWMNhr.'.+ww,iL+wv...,..t. ,. .....Y tAY51,.+,r �'rn, t.,,i.�,,, Iry.................... .. .... ..... ....e . .,vn, .tt .FK..rn rr ...... .. r 5 ,. ..v..,....,.. WCaTACi tiylf tA)L,tJ.J?'!5� .tX`, ( l � � t WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI 1 11, Submit changeover information related to Owner's occupancy, use, operation, and maintenance. "I B. Inspection: Submit a written request for inspection in accordance with the General ; Conditions. 1.4 FINAL COMPLETION A. Preliminary Procedures: Before requesting final inspection for determining date of F LL ,t3,�•K,A rJj Final Completion, complete the following: 1. Instruct Owner's personnel in operation, adjustment, and maintenance of products, equipment, and systems. Submit demonstration and training videotapes. 2. Inspection: Submit a written request for final inspection for acceptance, in accordance with the General Conditions. 1.5 PROJECT RECORD DOCUMENTS .� A. General: Do not use Project Record Documents for construction purposes. Protect �t ' 1 Project Record Documents from deterioration and loss. Provide access to Project Record Documents for Engineer's reference during normal working hours. J :.,€ ::_;;,t:'t•4�� ;,. s •ti ,•^try' � •r,t f!r B. Record Drawings: Maintain and submit one set of blue- or black-line white prints of 4� < Contract Drawings and Shop Drawings. ;.• 3r 1. Mark Record Prints to show the actual installation where installation varies from that shown originally. Require individual or entity who obtained record data, whether individual or entity is Installer, subcontractor, or similar entity, to prepare " the marked-up Record Prints. '` a. Give particular attention to information on concealed elements that cannot ;; be readily identified and recorded later. b. Accurately record information in an understandable drawing technique. C. Record data as soon as possible after obtaining it. Record and check the � .a;°r't^`Jr,E�„�;r• ;r markup before enclosing concealed installations. d. Mark Contract Drawings or Shop Drawings, whichever is most capable of J t'rS�rjt 1d7�y{ '3 showing actual physical conditions, completely and accurately. Where Shop Drawings are marked, show cross-reference on Contract Drawings. #` 2. Mark record sets with erasable, red-colored pencil. Use other colors to 4. . P ., distinguish between changes for different categories of the Work at the same �'.`=%•ia�r!...„, r,' 4�r0�t4�"leer.•, location. 3. Mark important additional information that was either shown schematically or :tiff; omitted from original Drawings. tra C54199-00 01770-2 CLOSEOUT PROCEDURES �Ky� r, RO—3/19/01 ,�!S"�' :i ^.,...•I' diNZ�Y1vUC'rI.YV+*naf!'..,�+'..•..^,... w �, 07777,7 r '°�' TtlkltP hIM ,.w SvNy,.V�+nPN.rFV+P91Ct y �r ,� � t r( `t +.1: .+ n , ) ,`.i , 'r t :t�.. 4,yi:•;�,i^i•i.'� '"' / �. 4w rS ,rSr(e (�`Z.4�p,. ,•Y.>S `:�{ ra` }. F" r r t t;r , �1 I r. 'e t 't r (� {r „4{'�r, r,y"',)'!�.?fnt�+!ni'/7r f`��K .�. '..�'':;�;! •,f,' y` . r tlk�. , NtJ t':, •� }'�� ! f � �� .��r y ':tt. t �� { tf.:lyt�.� ,yrs.. S :CtJt}'t ;h54 et!!f}�� c'ia ��•:�, 1 `�� "i:�..w».ewi.rrrr.:t�nwraw.>.. �,..,........,.. ... � ', .,., , •.n.< , r..,,. .. r...,.,.... ........,,�,.,..,,...,r-„ ..,..... . +.! ...... 5 GIs,}x yt ''s 1j4' •'t� l 1 l f t. 4 }. � ) WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI 4. Note Work Change Directive numbers, Change Order numbers, alternate j numbers, and similar identification where applicable. 5. Identify and date each Record Drawin • include the designation I fy g, "PROJECT "i RECORD DRAWING" in a prominent location. Organize into manageable sets; bind each set with durable paper cover sheets. Include identification on cover sheets. ru•;i''i C. Record Specifications: Submit one copy of Project's Specifications, including addenda and contract modifications. Mark copy to indicate the actual product installation where installation varies from that indicated in Specifications, addenda, and contract modifications. 1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later. ;. 2. Mark copy with the proprietary name and model number of products, materials >"I` •,•. and equipment furnished, including substitutions and product options selected. f, t 3. Note related Change Orders and Record Drawings where applicable. f`'t"',. �'r sr...,•...y ,j ,� �;�,s`f 7 4 • 1.6 OPERATION AND MAINTENANCE MANUALS A. Assemble a complete set of operation and maintenance data indicating the operation and <.( L " maintenance of each system, subsystem, and piece of equipment not part of a system. ,x Include operation and maintenance data required in individual Specification Sections �:.��I ;,,:-,-.• (i and as follows: '•� �/ �� • , , iT,r S) tyti r ' ! 1. Operation Data: '` '"r: ; ? a. Emergency instructions and procedures. b. System subsystem, and equipment descriptions, including operating standards and nameplate data. C. Operating P rocedures, including startup, shutdown, seasonal and weekend operations. d. Description of controls and sequence of operations. j. T.F`,it,. ,. y:�.r a:. e. Outline piping and wiring/control diagrams. £ Troubleshooting � `�"• ti• � oting instructions. E -�•-��<�� 2. Maintenance Data: r{; i a. Manufacturer's information, i n, ncluding list of spare parts. y b. Name address and telephone number of Installer n alley or supplier. :�';�:�,:.'• C. Maintenance procedures, and materials/lubricants/special tools required. d. Maintenance and service schedules for preventive and routine maintenance. e. Maintenance record forms. f Sources of spare parts and maintenance materials, ' g. Copies of maintenance service agreements, ;;,x��t' h. Copies of warranties and bonds, J' i.�1 i ,wy'•j i. C5-4199-00 01770-3 CLOSEOUT PROCEDURES RO 3/19/01 ..an.n,«nw.a!aN^Ktta�afsw.!+:eCF" �' e+...htnw�K)n...,u,.....,+, .S"1*'^ .wn.wp+w.4!!.R+.t..,.......,,7:7�.7n sR"C^[;.'7'„'!","'+x+n iS Ssht''�''{(i3�r1iY S,J•� d�tf.{'Y m.+ia4i5 e 1>I •.l� r 't�� } `t7 ' (, t� S 1t a ,y it' r � f,:�i�.Srtxx.tf'>;17$y'F}i�jail� ie}xx � r .Y 1 '? .'1, x a •, ,.f' .. yi s. t{•�I i� 't,t�. ief��'{�v:i.�}rftt .s �t.+.t,.' M �`i,Ay.., ..�,� . �.. � :5r. ,}} X ,., :,) '1 t 4 t .1',+ i d t tY ) 1}.it v t/ntxtx."h5�#��r ✓�;-,t"•1.,�`1jC,.. i,) •d t.,;dl f..t�, y', yc1 x�. i. -�t�. x ,t t> .�. ./•: z I t`�Ix.t. 7;t ``.(y��fi upfi{J"��j' y?U�Tr��': .?}r'� r,,``tt t.l�{,3t;, ?.,r,t�' f'. .'t 1 f` ,J�'i 7 �t � :.t.• ft t.' 1 tL ,turf f t:� .Y�Si�. y}�'� .,i T X::�k,{'1 4'1 "'1 /;c .I-mow. r+ # l��j �rl. �.F .tal •ar 1 .,`y .+. i .c 't;. 't•i; _�'t[,'a,s,.f:`,k°}o,F h' t ,rt. .ii#M��f .l, ,{ d (� 2r�Y I+Cn•13f�f5' } t I sl.! t }$, i '. '... ::. .. •:: .. r�s .fr..rsr b'.,. kYa � ••,�,,5'fa,�;7'�I+. Y,t�1{t A t 1 to :-)J , �,�7i �l r y�4� ar?.� I t.�ks�>'.�r}s7t t•" •' 1. ,, ; 5 ,.,,1 � *c � �-.. r �i.t #lt�lzry;� ?�n�,t{sSi��Z��i.t�'• y., rM+ee`<a«l�`vdai.+.iii,.ww..,+«�.i..:,.�.._t.. .,, .'. 5 ..,......,..,.M'.,,.x..•tY{tW.'.YU,.bAS.rat•...r1,+1,.�1.,�,ch.,... ..�......'... ...-....•J..MMMfwxJY[YJ.l.M.MA'lfE't.Mwran,+i .,...,...._, ..�........ ....... �.k',,.:,,a.i ' E ++itfq��i;�„sY t; Yu t :� 1�1t•� rth 1�h� n ,4 a'i{ll A WATER POLLUTION CONTROL FACILITY EXPANSION 3 WATER CITY OF JEFFERSON,MISSOURI ,t B. Organize operation and maintenance manuals into suitable sets of manageable size. ` Bind and index data in heavy-duty, 3-ring, vinyl-covered, loose-leaf binders, in thickness necessary to accommodate contents, with pocket inside the covers to receive folded oversized sheets. Identify each binder on front and spine with the printed .� p Prated title � "OPERATION AND MAINTENANCE MANUAL," Project name, and subject matter :ti:;Yrr,l of contents. •J;ii�9'.41,.�1F;�:tit:`a�:.' .9 1.7 WARRANTIES �i ii� fta..�•..G§`Y"tr3y+A'a s,.l A. Submittal Time: Submit written warranties on request of Engineer for designated '' portions of the Work where commencement of warranties other than date of Substantial Completion is indicated. B. Organize warranty documents into an orderly sequence based on the table of contents of the Project Manual. 1- C. Provide additional copies of each warranty to include in operation and maintenance manuals. PART 2 - PRODUCTS 2.1 MATERIALS A. Cleaning Agents: Use cleaning materials and agents recominended by manufacturer or ii ,; ?y �rk3t 'i' 4' ! fabricator of the surface to be cleaned. Do not use cleaning agents that are potentially � YYY'LJrY}r,,'R hazardous to health or property or that might damage finished surfaces. v� L, :I PART 3 EXECUTION 3.1 DEMONSTRATION AND TRAININGs'" ��F' A. Instruction: Instruct Owners personnel to adjust operate and maintain systems �Y„ ,>il;4" ,, subsystems, and equipment not part of a system. pr•±� 'fi�n4,l;:tj t2j.,y.A.'. t. 1. Provide instructors experienced in operation and maintenance procedures. ?'+11: 2. Provide instruction at mutually agreed-on times. For equipment that requires ,eb. i Al �r�. y' ?)MItilrl C bV "fa9t'.''3'n 't# t seasonal operation, provide similar instruction at the start of each season. 3. Schedule training with Owner with at least seven days advance notice. lrtAx4" ' ;t; 4. Coordinate instructors, including providing notification of dates, times, length of instruction,and course content. C5-4199-00 01770-4 CLOSEOUT PROCEDURES R0—3/19/01 rb' r��•''s:3'{ ,yr+ ty,t•:v.n+w.+.+..+�-.' r , ,w... ....�+.,r- r".-„ r � �� ''LtK' F •s, >' 4�}'•+�❑`' iY i �rMS j�'�' AIlAS%7FIfMWV+i ,. c..,".+ �4,+,F!uy.ggw.m'!p*w"" :.f .{ + cy t 'Yt'7.^,�""!*7;+4� �•i��`F' h .) y� �,/t+:�t''�lwy 7,11 ( Jt,✓..t,'' { '�:—yl :::�' ..1 ='� } 1 t ! .rry 5.•�R ri1M Y i�'t ) � +:-.•�' .rr ,4 '<, .>f.�!4r 'tti:l,•+,.1 tl..,,.,>r'rw.i;1}.pif,n ..t". .s 1' . !i:'t INJ d 't J+?r J,,.(t•i,t�},5 M,(r�``t': fr?.:'r r �y i�tk�, �' �'y'' � <„n.j. r1•r5 .,,�:1:.. .pi r: Za ?:;r 1 '.i.. �, at ;f?: 4 {t' •f•I� '�T t. 7. ';t i.. r 7 ��;,y.t•'•S e l 'q au.17��'i'�i•"(i`r^;t �%� ► .I,i,.:;:.•I f,6,�V' •a�}��'�r:Ar,+'`.`i�.�7',r;'l T °S ,.�d..d� sk tt � ,i f 1. c ) .a e t s..,. �.,,' f. V;:S.•�. ;1'.., rlt .r•i .r, ^n: :R1r"•' �. ,''��,r '�'.r pxti•,r,.,:(• c•`,�{::i�•5:t ,t f':.•a 1. t i. _ k ;,l:�,r':,r �' .tY,.t,�.•t �.rr :5.t ,zr`; t r r ,r s. ' ,.7 tt ��+".�f.a $�' ��'.?i. 7�'� i ��t.r A.S'., :r�i.;s•i•.t,,r.`;fi5is-`-.5, c%rt. .e H 1• 'r. ,3' Y ?"S- .1.7�1fra 6'n• .! hi' £ t. tt } 5 tlt� J, „: x a,'� is ''' J t,t. !' /. f,4 as{:�,i;v }} 1, V1, '-Rli }f:�, �1.:t !'• FI "pi'r�.� l 4 i .;� ! ,. fl' Y 11 I ,y r �.-':n i 7 1� U`i .:,'4�'A (fir�(}�yy^+t�a,t' h'7{y`:Viii �;{vlp•Jt;.,a' irj tt v.s�sir a.• {�c;yT;. � t �• '%'Z,..••�t�•,� t :fit':��•, ' T, ya `51 �:. ., t?,31�;�r e .,k'is ` \' i• 1 � 's .J i'r 1:.�r;1• r q e)•`':. t:yt j�j :� .#Y4 3n.�„ i'�:,.'cy. ,.tr,y t is ,'P; (i E;s•i..j.; t i i r.� I i. ,>J�.-, ;.J,:Y�: s 5 ,rl, •r y ,r1;f ty, f 9 ev`h.V:.9, ,.•ta�:r;p ,y T=;vt.; y1 ..: ,' i i ., �>,t'a',� { .t'�,,.<�,i a V- :.t°;:`..�at•.tt.r ,.� .i.{t .t s. )4{� V. J - 4� -u t `t: ((J•,. f ti, k 't r'Sr t'�n ,s.:...�?f:>:V.t7�,rtir.�)s�•'±i'-AAd L lx.¢ .Yi::FXY. y l.'4J a 7 '� r .IT. � f :,+.L•fl..>= rf i'.' t!«k ,:c ti N 'ta b>~ 1 � 'ti t �i� :t 3 'i �t .t ,•'h�..;:_;f�,.4, rt. ri�� 'Zit' .r`'.� .�t.t.. t,:,, d�: c i �:1:. w:{.:�t�i ! �. .{.., r .t� ,ra,? :..i.. �,7iJ;•.,.: ,. a,:•.r,'by t, .t � .f. �i tti 3., � ` t 5 r.} :r. �� ° ' �� .�,:{+” J.,tZl�alt3:•G,��`, t .,i`,,.,. 1 i�b r +' t� ' .. }. t .t,' .c' �a rt0,ti Lru 't � f {.,,,,��•• i ! , ...wxlf'HhMtiMV . ....... . .. ,... ._.. ,.,...., r... r..w,x..r fu.n.,r.n.n,a...re.....,,.W._.,..,, .-..t.. ..... ... 1 t:V =' WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI - rK ` B. Program Structure: Develop an instruction program that includes individual training modules for each system and equipment not part of a system, as required by individual Specification Sections. For each training module, develop a learning objective and Sp g teaching outline. Include instruction for the following: b 1. System design and operational philosophy. i 2. Review of documentation. 3. Operations. 4. Adjustments. ,,,;%`::: ,t 5. Troubleshooting. ` • ° `"': ' 6. Maintenance. 7 Repair. i ;; It :..± C. Videotape Instruction: The Owner reserves the right to videotape all formal and informal pre- and post-start-up training and/or instruction sessions, in both the classroom and "hands-on" equipment instructions provided by the manufacturer's representatives. The manufacturer may review and reasonably edit the videotapes at the 4 sole expense of said manufacturer, for correctness and completeness. However, the tapes shall be returned to the Owner, in a condition acceptable to the Owner, before the T applicable equipment or system will be accepted by the Owner. the manufacturer 1. In lieu of the above, and with the prior approval of the Owner, may rovide at the sole expense of said manufacturer, "canned" videotapes on the maintenance and operation of the equipment or system in question (must be for same model, size, etc., as equipment being furnished under this Contract). "Canned" videotapes are not a substitute for training of plant personnel "in ' person". The Contract Price shall include "hands-on"training with manufacturers' representatives and any "canned" videos available from the manufacturer on the specific equipment. 2. All videotapes used or produced shall become the property of the Owner. 3.2 FINAL CLEANING r. 5 al operations to A. General: Provide final cleaning. Conduct cleaning and waste-remov p comply with local laws and ordinances and Federal and local environmental and anti- pollution regulations. B. Cleaning: Employ experienced workers or professional cleaners for final cleaning. ^'L Clean each surface or unit to condition expected in an average commercial building cleaning and maintenance program. Comply with manufacturer's written instructions. > 1. Complete the following cleaning operations before requesting inspection for qi,� 'r rtr ' certification of Final Completion for Project: I C5-4199-00 01770-5 CLOSEOUT PROCEDURES . RO—3/19/01 Ah'1 rr � aw..-,rr> '-• ;.; v.awu.w.nw'..""Y"'^ "",""+t.n`tN"°H'r"n."�w - t r}, � k ryr.1�r.ff i. . +. j s •'1 J , S t.' .. �. ci�y+. t 4 �: ,. y t t r ':r r ^5.. Y ✓'' f f. Y �':;t. �;��. �{ g .t, t t ,+ .,t t } ,r � i V'1f `y5: '1 ..,.xsi „: !e, h,l ),• .ji �Jr 1 ra 00 r '• _ .r' - .` ,' c acs ')jl a ;tiyr 1 F.•; � i i .t` ,. ' it i f:S ii . �. �qt L} i *.. 4 ,r .r tui M. •. v l 9`n.Ml�'' SV1.�`�'V�° #�y+.+/{,�✓f'�� WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI `1 a. Clean Project site, yard, and grounds, in areas disturbed by construction ; activities, including landscape development areas, of rubbish, waste material, litter, and other foreign substances. b. Sweep paved areas broom clean. Remove petrochemical spills, stains, and other foreign deposits. C. Rake grounds that are neither planted nor paved to a smooth, even-textured surface. } d. Remove tools, construction equipment, machinery, and surplus material ; from Project site. e. Remove snow and ice to provide safe access to building. f. Clean exposed exterior and interior hard-surfaced finishes to a dirt-free I condition, free of stains, films, and similar foreign substances. Avoid j Restore reflective `"" •`;sl;Y' disturbing natural weathering of exterior surfaces. surfaces to their original condition. Remove debris and surface dust from limited access spaces, includin roofs, g• p g , plenums, shafts, trenches, equipment vaults, manholes, attics, and similar iJ spaces• wr t`t �Et 'ift, h. Sweep concrete floors broom clean in unoccupied spaces. i. Vacuum carpet and similar soft surfaces, removing debris and excess nap; , , shampoo if visible soil or stains remain. and including mirrors and lass in doors ,rls .+(�r: � ••,",� Clean transparent materials, g ti windows. Remove glazing compounds and other noticeable, vision- obscuring materials. Replace chipped or broken glass and other damaged transparent materials. Polish mirrors and glass, taking care not to scratch ' surfaces. k. Remove labels that are not permanent. 1. Touch up and otherwise repair and restore marred, exposed finishes and surfaces. Replace finishes and surfaces that cannot be satisfactorily ` repaired or restored or that already show evidence of repair or restoration. 1) milar labels, including mechanical and Do not paint over "UL" and si ;� `.r`„•"r">t`` ;. electrical nameplates. s ”,' .. .- },p{i.dryP'4: ` M. Wipe surfaces of mechanical and electrical equipment. Remove excess ; .•r(1. �d dt��,.,ez.s lubrication,paint and mortar droppings, and other foreign substances. ;r,3 ' ' t ` tit ;x5''i...•�,3'�L`. n. Replace parts subject to unusual operating conditions. o. Clean plumbing fixtures to a sanitary condition, free of stains, including , �'`, stains resulting from water exposure. : r Replace disposable air filters and clean permanent air filters. Clean exposed p• surfaces of diffusers, registers, and grills. ;%t j., s ' ', <t S' q• blowers, and coils if units were operated without filters during • 4J�. Clean ducts, construction. k�? globes, and reflectors to function with full r. Clean light fixtures, lamps, :<�' �rs�t, irr„}x burned-out bulbs, and those noticeably dimmed by y. Replace burned-o -•}tapt efficient ,. 01770-6 CLOSEOUT PROCEDURES C5-4199 -00 RO 3/19/01 i,t1 ('�� v.wa•..+.,nr wnnl�tre!?,uryrw?�+'..^"' "'.....'. f'J t :t.t�` t r .�t: c, _ tr "ti''js 1IR ;,� ..r:..y"—.r^,•.,+.,.w.nat'tags.+:+;nvPnx'*!."'ie""r'",-....-.,^--> �,. is ;,1 .r ,, S �r .s�raskr'r' �: ,.�, es > 1' r1.,:�'� nr t..�.j1n'R�r S1•�i,'. 'iL Y.T j '�+: i, /: Ai I t � � '1''.r.,:. tz.��.F ?;'�'��:1 r��1't n1�5,'��i,�� '3'. j,.5 r��.y,J�`'Y•:r�. .t ,a•; �,}.. + .i' ^+ t r �i. t +:I'','eta'F:, ^''rI'r, :`r g'i.{ Y`{"�4 u r f! i• ,c{x. ,+. 's .e 'a•:E E f .f •. + f 1s 's, b , t `u ;pt,;N,yf .i�.!!i''.'i:!": I I Jr ,t A.. 4' f� j: #:, w. 'c-.,, ":t'.r .ft 7,' °,3•sf!'.r`°r'+�'iP',;^tY n;.' th'g'R� �.+�J.A' .i�',� ,>t..,r, A, •�rxivfJyafa l{: b,tf x 7� ) t«i t � , r ,• :,� �, r .t r , ��,Ya}lt �tSr�s{{x�,r,'?t£�.��}}}}J,�,:'!i�'v:� r��.a 1`F , S,,f,< .. a „<., J+ y#. L .7 S<� :ti. �• f t .! t '1 1 '.r t r �1 .♦ 1.' il,_ r ^�,i� kA hC7''}.14:nt14 tJ.7.' t Y'«' •`m`,r�l'i s'7(', T);jak5,7t '.�: t1'��t`; p}. } r r't ii. i4 �.. i .,, r f..�."/•t"{,�,,.,r�;r�!'� ,t't,�.a:��;, ^+t �"Y°�'. { � •� :�` + 'ir d t .i �t :i s tx :,f_.+y'L`�k> �Ai.`i "b,t ''�{ c.t, '�i. N ''e. L'. rG�b"'{ a(3rv.+:.•' z�' ,.w;¢�fs�}.�'' �'�'i BOOM l i tz t r4.r� d.:.r*• y, r /srE ttiS' t'Y.+�ea.a,'>;,t . r.`, t ✓,. ;t � .:r .r rr :,;.'1. f ,.r$ •r`�;t t.�- � ryhi: s;t�S: s t. 4 y, yy"� r 4ti nrXy' � "� �,� ,f� at'a1p}� " .-�. yt{�t.;4 r ��*;''Sl" car ,� "� t.lt 1 Y }, � i t i :F?, r2FyriY t,\�,iz�J`�•a;��,�v"�¢t3�%:At:+t`�y��e.,�'. r'.•r g i �rP,4 �R'`��!'��S�t�'�"i 1�.1"'t !"`} 1.°! :r', ar If t r� st� r =+'hltl' si x t.'�t t:,.yJr ,Rl eft, ! r.4rtt, '>r .4-i ;�„tt:�s.P,k Y'•52;r'';'!etir r;. 4 r t"'?J4 1.5`';4. { 't. ..a✓:`+dn...d:�„M,�.,t.r�;:�r:. tz,itr;ti,•Lt z t .1, �ia�tr ' 4,: „ »;1k7 ::�;v�KB�.s%(<le'titi. .r r r ter. •i7 `it � Y , rr:. t }; 1 s. ),'; ':'IFS}�Jxt. fetus"M1:4ti+,§��lt`x.rz�ra•'Yr+;","��:f..Ih�,j3 .,,{�t�?' �r ,�• .! '..T.' A .:,i, 'p;�ty-}(^7r f c}k i f i(%'rFE.it 1. t ;.!fx �' ,`, t r 9 f ,• ,^•'!' } .;{y e .5'ydF,1 yr tfii•E:t'a J 'rA f:•- dtP>x �Gi P:(�� 7; l t, a. '�'{1 v tF:VS>; r:••,.}. '� :i S 'i r t ..to a: �. !} i; .xl'��5 � _r�fS y.+; ��.� �s r r�'i�t#'! � t 1 sf !* ., '. .•:":.; +, '. ' � t s,. P •l.' Y� 1•.1t. z,. t i ; r, a � t1 rc 'rr'� t i'r ,a ;xd1#:�' '�Y,IS•'1. � .... .tr 'r 1,¢,,. i y s. .: :. .. w t n...,. '" r�i�+d++rFin�tlsd�rs3u;,sw t rw ++r�fwtiltr�cs. ...aik.l�.h,w .r,.i.;a.+.;aw.hrwaattNS'hYNrf.SM+.er,wa,rr�a.'.+,+atr,Flr+�'+.A.ki,...rvc�2 WATER POLLUTION CONTROL FACILITY EXPANSION f` CITY OF JEFFERSON, MISSOURI �AMle hours of use, and defective and noisy starters in fluorescent and mercury ' vapor fixtures to comply with requirements for new fixtures. , .;;;` ` S. Leave Project clean and ready for occupancy. '. C. Comply with safety standards for cleaning. Do not burn waste materials. Do not bury < + g debris or excess materials on Owner's property. Do not discharge volatile, harmful, or dangerous materials into drainage systems. Remove waste materials from Project site `Ar and dispose of lawfully. .N' END OF SECTION 01770 'L{ ' t.!%�'•. � •(s�lq f�•��,'�t{1tgJ"'.thE..,+.,/y.7.. 'tV rrt�b �,, � •r. fir•;<� >;� �,,Y•,.;;,, t, ml d,yx'qy 1tM3'ttQ 1Fk!�., t A 4 ISY A ttf�1 aft _ r 1.I'',i�t '.0�1 C5=4199-00 01770-7 CLOSEOUT PROCEDURES ,I R0--3/19/01 77ts t �j�E,f';• ''�.., , .Y 1 ,. �'t 3' (�Z' 7d. r 1y��.'`t„r�'•k`:j.^'%' *,t'° }>.9;.ta r�z.�ft,.r�kt>t.`�f'w•.t t!v:x.{`t t1 z s T�:E Y 7 tA�xdrr F tJJJ 4't,{3 trl}t,"J{r'S i�k o;t°�.,,,"t,a d t fi4�m 4 a�•k� r t t PtaS� 4•27tG�r t � IN 717, M1a�x «t�„'1P EE t No�..�•y't E s ''!1. 'fit r�,r,tl L7 ,rl >?r;¢' '3{ .. �tz�� •E .s�y5�h'M,',�i.t w �k �'`Ee?rx ,7 a 6 �. 14.••d.�',{}� i P +fr r� atx.,E 2i 2� ,+i. �i; ryi S,kP'•5;.�.Lr nAs•.d;S< {gys"f',z'i{ 1 r ){ i,L'f;t 4. z;'jv�da s k �frN.#?A;t!P t"YL6 fy f" iS ."-` r' ,Yf,,,;, .ts,y,.`�'qS r�r '�'!`„�,�t.i�drt+sNr{'T �7�. �'"`.,-,��,y•r �}.� :��1�� z:3nt�+y u;.1 .:f':: .J� t�' ,.5`'�'„ '>; �yy�� t a :t t }, x s ! 5.,}ttd,. ?ji?t �lS��t t ,t F. ' u��t vC.C#. f� d � Ff ¢, z25t•` x" Y ?t!�� ¢.^jxy��• ,ti#� �, �, $'�� d' { h �'..`i33rcrfit �Cq -j f � [ Jt�2,Lt�''„i 1 "t t�stif„'Gt -3t+ t 'hT..n{r q�f .^f�l .< ,a t:,>• r � "t'? 't:�.•.'� ,7��=a. `{:��'n�d."�,.,t�, .=s-y �r.`� ;�4b ';: =.�`a�'1.�� t^ ,�,��'. +''sE?:`.r i �'t it.t 'r.'+7 x ^'#��'er.'� ?r'•,`, a 4" v� ,� < r` 1,. .� :! i1 /. ��1!i Ittf `` g. "�'''rn �� r � .f',,z 1 .� 6• .t ? t'�� °;�+' %L .t?r < <rs, •�� `€,�(� '. y$, 7'�: >�f•.rl "zr.�� ii N•' r.,..s'p tS, r r rr> .r,.i.: r+ � .•r 'rt�• r��% i+,r,:r�� e'r�-`,`ri:;<ta fi' i:k1 +p.4.3 Yf, � � �.F rt'< ,�•W :r �r::.a'� id .� .-.,r. .r,,�i`ic�>>:.5.. :.¢,Y., Fj;�'a,•{, .y r�.-,7,,.,pqd:� ,}"X:r.'�.i, v; z it. ;t : {. r. .Yai':.�.t, ,t.. ,:t h»r},t t. ;t�'�' ':'r::. M;{,+•, t r r.3s � .¢. s .,,(c .u, ,fr z ,+n' ryY• :. sf. t, .,,,v ;�=.,�F.,.,'lH. -td a S�,'v,,k >v., R.;} ';'t x. t, 'r ! •� tSi't < .yr' .r t �'��, � :.� `S-Sf4;,fi�i^€ c'�`S�t.,,t.�.M1t{�(�t ?>�'Sb.<i�i�� , �• R,. St'+1.' t�. � ((>F �Icy r i :i t 7 t:', t{ t., .. ,j* s s �s t � 1, t .i tsl, �, ,� Ft r s/+�nh?;y ,- .^•tb, y ...}yit ..a,,a ; '. .. , _ s ;+�. `7 � ( ��}t C: r itiL{ �'"1''ir��'Ct�i•�l��'.3�,4. 1 St � ... ... .. ., ._.. ... ..xaM,n-r1y+�rfirta�...�',i�Y,te,Y:<e.'d^bYr+•t.naxo.wr..,,.,.u...,..s..x� ia?Y,1`�7i 1s}� �s: WATER POLLUTION CONTROL FACILIT I CITY OF JEFFERSON, MISSOURI Y EXPANSION SECTION 02221 - BUILDING DEMOLITION PART 1 GENERAL 1.1 RELATED DOCUMENTS 771 c ui"iy;' A. Drawings and general provisions of the Contract, including General and Supplementary 1 Conditions and Division 1 Specification Sections, apply to this Section. SUMMARY A. This Section includes the following: >f nr, e1 1. Demolition and removal of buildings and structures. r 1�74r F >_ 2. Demolition and removal of site improvements adjacent to a building or structure t . to be demolished. 3. Abandoning in place below-grade construction. ' xr� is 4. Disconnecting capping or seal g sealing, and abandoning in place site utilities. B. Related Sections include the following: ,i ilj�r f ;�±rx`..t 7:•i:•,'-• 1. Division 1 Section "Summary" for use of the premises and phasing requirements. 2. Division 1 Section "Temporary Facilities and Controls" for temporary construction, protection facilities, and environmental-protection measures for building demolition operations. < i 3. Division 1 Section "Selective Demolition" for partial demolition of buildings, structures, and site improvements. on 2 Sec 11 fir` 4. Division Section Site Clearing for site clearing and removal of above- and below-grade improvements not part of building demolition. S. Division 15 Sections for demolishing or relocating site mechanical items. ;v..ryslYr`{ 6. Division 16 Sections for demolishing or relocating site electrical items. '' F''"'"'''`°"'` ' / oY1 Yy�i i��tlSl� I 1.3 DEFINITIONS A. Remove: Detach items from existing construction and legally dispose of them off-site unless g Y p indicated to be removed and salvaged or recycled. 1 27 B. Remove and Salvage: Detach items from existing construction and deliver them toEk`,�x''�' Yl`yy" ' Owner. � 4 . C. Existing to Remain: Existing items of construction that are not to be removed and that are not otherwise indicated to be removed, removed and salvaged, or recycled. "'' t.J1 r C54199-00 02221-1 BUILDING DEMOLITION `l f RO—3/19/01 c�li �.JRgli ^" rxs t 1u ra 1 ! t 4i. t4?tWFlvurrp+...—,• .�».warns.,,w�nrpyyKprwpy,+v....+.,;.^^— 'r.':, ! i 1 f ..,. 14+f}'' i `IR•;�;i�`Prr 1 i ,yi R { t—!,� ti Y 'r�td � tit _�.• r,r t. t t ! '',i, .i .4 ,o-, . ti.. .q ,.�:' tJi,.;.�„ 1 Y �. ' �..��,� A�:Y r�,..nH!!`,{t»�i'� �• �}4;;; . �:,z �4�`e•,5 y'°7! lr ti x +,�� .y +.d,r �' r�. r �r5;f +' :S. �S' i 4 i'.y,{_ rt ,t'il�:� ,�'„� � }�r �{{..�t..^¢ 1rif:,t:z sJ� �„y..7 �t�. b•yq: '.i C ,7,} t � } x.1.1 t.,, t':.i'>, } ,7: '11r r't•� rt l", '.{ �a• .�'°:a,. }5 1,�,�P< Y �r ;x. sf'Y :d�yt' r s+ •.:<�, r .,�, } � 7 5 t .,� �.1„ t4'� ',<Y.y..'r, %d 1•f r; K 1��,r,-`i�, {� $'t a.I � ..1 P ` 2 •t f. Y ..�,, I .t s y i.5 !1' •C.;;i � z}�� ,r,��. K „s ) t:;7 s .t.h✓";r.. :.{- c.7t5 .�t�.yY� i,,,y t” .; t, ,,� af:. , :. t.., } ,'Y r' � i>('+,e S(,rd f� to tvnt� r?m"`:' +ISYi„ rte.. �r'.r;r;.,.l.vpi a.. s •f.Yr,. '.cdc�� tea .�i 6-i t ,s, t:: •.Y; .r Y. .4 'y-n i s.r lT r,pi>:;;• y" 4� ,Syar,..y��:o r: �`t� 1 l! � � ✓t s. T.f� Jst 7t Id'$,t ,.r. 7. .1 ;.;��, z Y s � f :.> it:�yt>,• t �/{f ! ,iy F A;,,i ��1 !{y ? .. f r `�Y�'AYYnlTNN i4ivt nv,r........t..,.. ' _,..rf.,.-.t„-.;,.,.:y�,.... .r:.............. .. ..._..,..n-.„.�, .l.(1.tN.rr t Y...•J%.ya.,.11i`rtYr,,,.r,s swt'r.;!'M4ri�l><%.Ni,"FYLCt:/'+'�1� ��„ilT� fkS„ F(J 1 t9 j WATER POLLUTION CONTROL FACILITY EXPANSION ;I CITY OF JEFFERSON, MISSOURI „I 1.4 SUBMITTALS ..iz� J A. Proposed Environmental-Protection, Dust-Control and Noise-Control Measures: Submit statement or drawing that indicates the measures proposed for use, proposed locations, i and proposed time frame for their operation. Identify options if proposed measures are later determined to be inadequate. z•: B. Schedule of Building and Structure Demolition Activities: Indicate the following: iii 1. Detailed sequence of demolition and removal work,with starting and ending dates ' for each activity. 2. Interruption of utility services. 3. Coordination for shutoff, capping, and continuation of utility services. 4. Coordination of Owner's continuing occupancy of adjacent buildings and partial . use of premises. 1.5 QUALITY ASSURANCE A. Regulatory Requirements: Comply with governing EPA notification regulations before beginning demolition. Comply with hauling and disposal regulations of authorities having jurisdiction. B. Standards: Comply with ANSI A10.6 and NFPA 241. 1.6 PROJECT CONDITIONS .�,.tA�F�r�µ(�� • A. Buildings and structures to be demolished will be vacated and their use discontinued ,- before start of demolition phase of the Work. ) B. Owner will occupy another building and use structures immediately adjacent to ;;- ; :;; �,[;,r, demolition area. Conduct demolition so Owner's operations will not be disrupted. 1. Provide not less than 72 hours' notice to Owner of activities that will affect w"fK;?'4',;; j Owner's operations. 2. Maintain access to existing roadways, walkways, exits, and other adjacent t; .} < , occupied or used facilities. Lv t C. Owner assumes no responsibility for buildings and structures to be demolished. t,,�;xr�:;: `#( 1. Conditions existing at time of inspection for bidding purpose will be maintained 'rz?•,, ' by Owner as far as practical. S D. Hazardous Materials: It is not expected that hazardous materials will be encountered in F�4, Y s;• the Work. C5-4199-00 02221-2 BUILDING DEMOLITION RO—3/19/01 �ct��..�.•nf�^'I'''.t f 'r+n..wa!t M1trc+kA+¢6PujA,GHCtFTA'w1ri"um'ry�w.- — i /. «.ww..,.u..wvw� -r .i ,fi^t'.^cv �i,� y� •x. •c 'n�fi�; r 4 7 ?'S1E. l $5r�' it z 1i h{! A t�+� { .f^t,>•}Yt 9i��`�I}.pi�t` I,r'ryit + F L(, t( '• 1 s n ? i�L t i{Y S��t� �� it t�4 ,.,.�, {. .•t 'A ., , iYiic .tj.` ��.�./ r�4+t'y�*f r ..��.`p`� ,�. 'r� r� .., lx t ., •� c ft ..z f t r ;t I •t .. w i .. ... .......,. • +M _flf t'Y'C'Y, 1Ntt) Yik JMP41}AY:.'hSh'!MR,1r..r)'w.:..r....www 1 'A RS!'Mt, '.SNG'!Z'�f,+SfCit"1>�✓+Sxt#ta:H:;. e...u........,. ..,.....o ...+X.t,�,EP.W,..."ar.Y.�,wr>+v.n.n,.,,.n .t;•. t 'r i. �t1 � q tf e fit; 1a Yr, WATER POLLUTION CONTROL FACILITY EXPANSION '` ECITY OF JEFFERSON,MISSOURI r f � � _° 1, If materials suspected of containing hazardous materials are encountered, do not disturb; immediately notify Engineer and Owner. Hazardous materials will be removed by Owner under a separate contract. i ! E. Storage or sale of removed items or materials on-site is not permitted. 1.7 COORDINATION .4 A. Arrange demolition schedule so as not to interfere with Owner's on-site operations. PART 2 - PRODUCTS (Not Used) i ' PART 3 - EXECUTION " 3.1 EXAMINATION ! with requirements indicated to determine A. Survey existing conditions and correlate .:{ 't,:•^:.;,,::;,. extent of building and structure demolition required. B. Review Project Record Documents of existing construction provided by Owner. Owner o guarantee that existing conditions are the same as those indicated in Project does not g 's; Record Documents. C. When unanticipated mechanical, electrical, or structural elements are encountered, investigate and measure the nature and extent of the element. Promptly submit a written report to Engineer. 4F' r Si' D. Perform an engineering survey of condition of structures and buildings to determine { ' whether removing an element might result in structural deficiency or unplannedP' }`»;T':':; `- g y g collapse of any portion of structure or adjacent structures during building demolition operations. 3.2 PREPARATION ' fy, disconnect A. Existing Utilities: Locate, identi , and seal or cap off utilities serving buildings and structures to be demolished. `' Owner will arrange to shut off indicated utilities when requested b Contractor. 2. If utility services are required to be removed, relocated, or abandoned, before i�{tSi 7� proceeding with building demolition provide temporary utilities that bypass buildings and structures to be demolished and that maintain continuity of service 'tt�;�1rt� 11 to other buildings and structures. BUILDING DEMOLITION ;<:;:,• C5-4199-00 02221-3 RO—3/19/01 �r, t M+,...,wawau�r.tw.t'.wn�.�«•�-��^r,^ { ^"^'+K"wMMtxY+!daW�!+s'C+#� 4ylK"r°w'.."1'°�'fp°7't.'S 1 ry. f��'�Y� fi 777't, 1•, !.'1 z(r r .)t.� r F. F J }t: lz'/:t..i",`..t'`"dh1J�t>iE 4t�ti] ..{i J�Vily+lt.44 i4'.. ..t. t^ ("iAi.�SQ�(. t h t �(' ~t J, 1 "yl i,.. y'i .fu � R�• 1 '..y'�{i%1 jj��t lei .1;} .niG,� ,;, i;� � t > ._r• t , Z}.ii �' .tit:�:�'„�}'��:kxS` i, y.:�}i }(its,, t.:. 17 �. t ,f t ''j �, �t'4t. ��.� �i:�r?•,ZYitei�� t�,�ut� C�ic J: .'3i .etl !•{e !!j.?.3y 4 1 Oj .r4 .' .f.�� i i1 :l 3' _ } t:1, "•,sS�'r�J i•H F, +(1' (. '•.tt.:�t i�eiit.".f�', y .S'G:/ r ':S a( t t 5.. �' ' ,.l..r�' { >` i 'S�i' i M i 4 wvr.wt Yl•'Q�J�"E.'Ai{Y!•Y1tUHn...ro...-.,.>.�....._... .. .. .,.._.........r , rv/.v. : r .,..n,......".............. ... ......., ro, u1.'kn;.0:?4,'I os SGhw.r.s ._......, .. t ,. Ia,a.....axx3ltN:�,Mr 1j.�, • ,i, ..t �4+ti( .c ,y S l: WATER POLLUTION CONTROL FACILITY EXPANSION i CITY OF JEFFERSON,MISSOURI '` r. 3. Cut off pipe or conduit a minimum of 24 inches below grade. Cap,valve, or plug �`° •.::„ and seal remainin P ortion of pipe or conduit after bypassing. i B. Existing Utilities: Refer to Division 15 and 16 Sections for shutting off, disconnecting, removing, and sealing or capping utilities. Do not start demolition work until utility disconnecting and sealing have been completed and verified in writing. I C. Temporary Shoring: Provide and maintain interior and exterior shoring, bracing, or tx , I structural support to preserve stability and prevent unexpected movement or collapse of i construction being demolished. 1. Strengthen or add new supports when required during progress of demolition. `_ ,,.,' ,..:. : 3.3 PROTECTION A. Existing Facilities: Protect adjacent roadways, walkways, building entries, and other building facilities during demolition operations. ,I , i r!l B. Existing Utilities: Maintain utility services indicated to remain and protect them against damage during demolition operations. 1. Do not interrupt existing utilities serving adjacent occupied or operating facilities unless authorized in writing by Owner and authorities having jurisdiction. 2. Provide temporary services during interruptions to existing utilities, as acceptable to Owner and to authorities having jurisdiction. a. Provide at least 72 hours notice to Owner if shutdown of service is required duririg changeover. q "j C. Temporary Protection: Erect temporary protection, such as walks, fences, railings, ;, canopies, and covered passageways, where required. Comply with requirements in Division 1 Section "Temporary Facilities and Controls." 1. Protect existing site improvements, appurtenances, and landscaping to remain. ,:,k 2. Provide temporary barricades and other protection required to prevent injury to people and damage to adjacent buildings and facilities to remain. ;„ 3. Provide protection to ensure safe passage of people around building demolition - �areF� .�r��>•'.,i area and to and from occupied portions of adjacent buildings and structures. 4. Protect walls, windows, roofs, and other adjacent exterior construction that are to remain and that are exposed to building demolition operations. ` 5. Erect and maintain dustproof partitions and temporary enclosures to limit dust and dirt migration and to separate areas from fumes and noise from occupied portions �r' 2 ", }, of adjacent buildings. "j C5-4199-00 022214 BUILDING DEMOLITION '': RO—3/19/01 '' i is i .j t,�.r ,�' 'Mo'.+'f'i~:,r ':lt, .t t(t +r�riYM'�N'FhYYi A4ik9.11h'+w+' r"'w•"`.• "'-••^'•.'TY+'wfrale.A'A"i.N:.Mltnrif4ny.e¢+.Gwv.+nn 7 , q 7 �`�,ryF_f,, {„> 3 i Y r) >. s t t i z ' tr ' t.s t t F -Wt� K >•i} k y yJ') t • - ( ' I hWlrw y t i i i..J.»';a+..«w.+x.N'tlititt.aW.fr Gn`t?i4Y•.nka.r:.e.q.r...,+...yn.. ..,... . ,r...o ..,. ,. .,..-. ............... ......... .._.. .. . ...... ... wsm,t.,...xt,.anr.>rsiv:t+Atftl tdh'.9TNVV n..hrrM:..,o.... ..,,,..,... r. i Y WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI , 3.4 DEMOLITION, GENERAL A. General: Demolish indicated existing buildings and structures and site improvements completely. Use methods required to complete the Work within limitations of governing regulations and as follows: 1, Do of use cutting torches until work area is cleared of flammable materials. Maintain portable fire-suppression devices during flame-cutting operations. 2. Maintain adequate ventilation when using cutting torches. 3. Locate building demolition equipment and remove debris and materials so as not 4 to impose excessive loads on supporting walls, floors, or framing. r! 31 B. Engineering Surveys: Perform surveys as the Work progresses to detect hazards that may result from building demolition activities. C. Site Access and Temporary Controls: Conduct demolition and debris-removal ' r operations to ensure minimum interference with roads, walks, walkways, and other adjacent occupied and used facilities. I. Do not close or obstruct roads, walks, walkways, or other adjacent occupied or used facilities without permission from Owner. .A 2. Use water mist and other suitable methods to limits read of dust and dirt. Comply with governing environmental-protection regulations. Do not use water when it may damage adjacent construction or create hazardous or objectionable ;?;t „ °:;;„a conditions such as ice flooding, and pollution. 3.5 DEMOLITION ? r L i A. Concrete: Cut concrete full depth at junctures with construction indicated to remain, ridI using power-driven saw,then remove concrete between saw cuts. B. Masonry: Cut masonry at junctures with construction indicated to remain, using power- .J driven saw,then remove masonry between saw cuts. C. Concrete Slabs-on-Grade: Saw-cut perimeter of area to be demolished at junctures with construction indicated to remain,then break up and remove. D al Dismantle torches ct e eel members.. Do of u flame-cutting unless otherwise authorized b Engineer. E. Equipment: Disconnect equipment at nearest fitting connection to services, complete .! with service valves. Remove as whole units, complete with controls. { C54199-00 02221-5 BUILDING DEMOLITIONn�� R0—3/19/01 '7"'w ♦ R uww.•W- 't . wurru.at• .,•C..».,. .+. y k! ti � 1y�,(.+�', tt++t+�axa.irr..*««�•!�+xr.* nw�vx+w! �Mlt>.1 ewaR � ""�`...+ r r �++ir��'^ �'.''� `,� 1 7'S,{err {�d ' 11 N ANN ,y tc`,r $1�;1! , ! Y i . .! .ei .:/ r._{j.. 1 r' i( . t7, ` i s �! �i(r:�� (f r�F�t�F�r�•r ., �ss�ra r., iF �S�• ,pf"3el' J � i i t .l t ;I I t }1 tr. ,- i ` t `;1 r ' !it ti , t!t J- yir*1 iYtS�' . 7 Ss I Y •S r.. .... .•....... t WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI F. Below-Grade Construction: Abandon foundation walls and other below-grade construction. Cut below-grade construction to at least 12 inches below finished grade. 1. tT,J �± G. Existing Utilities: Abandon existing utilities and below-grade utility structures. according to n ' 1. Fill abandoned utility structures with satisfactory soil materials g backfill requirements in Division 2 Section"Earthwork."` 3.6 EXPLOSIVE DEMOLITION A. Explosives: Use of explosives is not permitted. y 9 fYtf 11 SPA 3.7 SITE RESTORATION ' " A. Below-Grade Areas: Completely fill below-grade areas and voids resulting from building demolition operations with satisfactory soil materials according to backfill l J ' requirements in Division 2 Section "Earthwork." • of demolished construction to a smooth B. Site Grading: Uniformly rough grade area surface, free from irregular surface changes. Provide a smooth transition between -;;' adjacent existing grades and new grades. 5 .t tjt:}i t< 3.8 REPAIRS A. General: Promptly repair damage to adjacent construction caused by demolition ,??`;;,;�� .w,, •,. operations. B. Where repairs to existing surfaces are required, patch to produce surfaces suitable for new materials. f ;1 C. Restore exposed finishes of patched areas and extend restoration into adjoining construction in a manner that eliminates evidence of patching and refinishing. 3.9 DISPOSAL OF DEMOLISHED MATERIALS A. General: Except for items or materials indicated to be reused, salvaged, reinstalled, or ;$> otherwise indicated to remain Owner's properly, remove demolished materials from4: %; Project site and legally dispose of them in an EPA-approved landfill. Wj Do not allow demolished materials to accumulate on-site. 2. Remove and transport debris in a manner that will prevent spillage on adjacent n +, 2t surfaces and areas. +�.... .. iW C5-4199-00 02221-6 BUILDING DEMOLITION `'"<,fw, L;y M1, RO—3/19/01 r•��k?',s:�.ar r< ,1 i t 1 'S;` :`;.rrX r�t :i. ,ft. „y, f�{ i�, .{yl,�y,r..,�yatif;;'�,{ }V) t r?,I.�F�� +7gt'd''.jh�'irY''i.tq,�` ;<( h .V. i. •t. ., ,t i 1 ..}' 1 1!'y(�ir{. t!._.'S� Jl. f�}'S i ltYjtrC }��f�i£}.Ej?'rYL.yrf` �'S,,• ;� � "� .�,i�#s;. ...4i�,. J f.' t. 3' f� Y{. I 1 : 1 �i �d-A"JiA i".��•;} rt�c, 4�, �".rt� 6 1 T.. r t' r ' ,j �1 •'t r. t'. :s- ,��.;-�' r ?1,S';+�;�5;.4:s�:� p+ ;+l';N.3. .Ynif�:.,n'*,. ,71,f'1 S r;. t te.� ,` 4.t' .?A �' `' k3. _ 't s � s1Y�•.:}}}�.da� Fr+;,+�;� �5. °. i ,!.f•. r..X. :y y. { ,~• .,, r t:' ! 1 f { Y f# 75 t,t 4�� kYJ��;f'� ��, {,io} ��. � 3• � t s 'r., 1 r t4} �' !t''fl,a}}`'.i� Nk'�N" 'h1A--VN' 7-jq -f ®R WN fK40 1 0. WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI 3,10 CLEANING ] 7. by building s and improvements of dust, dirt, and debris caused A. Clean adjacent structure demolition operations. Return adjacent areas to condition existing be fore building q.demolition operations began. ............ 14 ant END OF SECTION 02221 AL i§ txi C5-4-199 02221-7 BUILDING DEMOLITION 00 RO—3/19/01 MO.MEM 'M "Eiwywl�0, Ix"wn'll,�00, 11A-ii'p" "k, ' 'I" ft t , r 1 't trt. .t 7rfr u t tt ,1 tyi w+.wenouontl n!ar'r1!Y/hk^M9'i�r krrnn:waurnr .....:....... �i,. WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI i `h< SECTION 02230- SITE CLEARING tff i t� 1 PART 1 - GENERAL P ' 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and ` Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: 1. Protecting existing trees and vegetation to remain. 2. Removing trees and other vegetation. 3. Clearing and grubbing. 4. Topsoil stripping. B. Related Sections include the following: 1. Division 1 Section "Field Engineering" for verifying utility in utili locations and for recording field measurements. } 2. Division I Section "Construction Facilities and Temporary Controls" for temporary utilities, temporary construction and support facilities, temporary :;f,;:,:,rv,,;, ti :• security and protection facilities, and environmental protection measures during i site operations. 3. Division 2 Section "Building Demolition" for demolition of buildings, structures, x;; g g and site improvements. 4. Division 2 Section "Selective Demolition" for partial demolition of buildings ora3L' ,f r structures undergoing alterations. s•'r.�s7-Y'3+:` t'k :I 5. Division 2 Section "Tree Protection and Trimming" for protecting trees remaining y...•.. ,., on-site that are affected by site operations. ,.; .; ;•,. 6. Division 2 Section Earthwork for soil materials, excavating, backfllin and site grading. `l 7. Division 2 Section "Landscaping" for finish grading, including placing and preparing topsoil for lawns and planting. 1.3 DEFINITIONS r: G;INY�4;,r• ��1s;?G�t7:7abg" A. Topsoil: Natural or cultivated surface-soil layer containing organic matter and sand " silt, and clay particles; friable, pervious, and black or a darker shade of brown, gray, or ; �'ru:; { "T" red than underlying subsoil; reasonably free of subsoil, clay lumps, gravel, and other objects more than 2 inches in diameter; and free of weeds, roots, and other deleterious .ttf9 t, materials. C54199-00 02230 - 1 SITE CLEARING RO - 3/19/01 AA i M4 •trT.r � y ,may t v�l FFa? �.} 1't�'T�f'�7t,}`': ,•,.'�,{ }„ r,.� ,' PS1�.`,�', +..Y"* tAt+M'^"""";'"' wsmw MFG.AdaISRR'A�4' 3rn(r� w�lw+rn!.-.,tai. 7 1 .1 .�. ,1...;. .:�: _R„r'y,:,:� r+jr e}�uu}r .t�J.'.!.wt•y pij`i,}r\L\''1Y,tt 1 �r,:: 'U;, r'., �, t. :f} ,y�r tr t� !".rr ..'1.... 4•,C'?`trf� tt.� i+rr,�i,,,;.�t�y�{S 5��'cStt,., ..R�'f'.+ �•'+t:.),.4+':h,,"1. ,,,r A � :.�U r,.1 i .t r y. �,, t;�• � �z i!`s .ir•rvr.y!'i�rt..strl,:.f id U•; Q�F S$C.••,;zjs � , � ,. , ; is t•,.. � t , `'7rT. ,.,. t. /.ii}'i!t t ,1�t.:! .I. t., '' J. :r. '4 f� c� t � 'Y ! .>r '.7 4 p.t ,,,,,Y�;1�`!•'r 'nx�t .�.�r�•:4, 7.,iN, 7t`�,'.�.i3�•,;5 r.z r,f s y, _r r tt,;, t � ,..1 �: .;t to t � i.iy� �{,Y ✓ t, , yl •:. � l r r � ( f t t"•� t 'C F� •j ?a. '.1 y '1':� , }y. r 1 r rf4i;{ 7 il!'i5;4t t .J z,z Yqt� �r ,ll f)• '4 n+.Hrvr.e-rlwrp, t F j� � 1 F1, +naeY.WHt+�W.n+tiwn.ah'•w^:rr.nwy.,w«,....�...., - .. .... _,....... S f; } WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI ' 1.4 MATERIALS OWNERSHIP ' A. Except for materials indicated to be stockpiled or to remain Owner's property, cleared u ' materials shall become Contractor's property and shall be removed from the site. 1.5 SUBMITTALS :M A. Photographs or videotape, sufficiently detailed, of existing conditions of trees and i plantings, adjoining construction, and site improvements that might be misconstrued � �,I,,V?' , caused b site clearing, as damage y "Contract Closeout." '''' B. Record drawings according to Division 1 Section 1 1. Identify and accurately locate capped utilities and other subsurface structural, z z electrical,and mechanical conditions. 1.6 QUALITY ASSURANCE $� A. Preinstallation Conference: Conduct conference at Project site to comply with a 4111( ? vision 1 Section "Project Meetings." requirements in Di PROJECT CONDITIONS 1.7 Traffic: Minimize interference with adjoining roads, streets, walks, and other adjacent occupied or used facilities during site-clearing operations. 1. Do not close or obstruct streets, walks, or other adjacent occupied or used facilities without permission from Owner and authorities having jurisdiction. 2. d traffic ways if required by '`'��' ' Provide alternate routes around closed or obstructed authorities having jurisdiction. B. Improvements on Adjoining Property: Authority for performing indicated removal will be obtained by Owner and alteration work on property adjoining Owner's property before award of Contract. t, and r'++•' C. Salvable Improvements: Carefully remove items indicated to be salvaged and store on Owner's premises where indicated. D. Notify utility locator service for area where Project is located before site clearing. f };" ; s PART 2 -PRODUCTS N '' ' ' .1 ''' ,.5,= iUr 2.1 SOIL MATERIALS s. 3F}µ A. Satisfactory Soil Materials: Re uirements for satisfactory soil materials are specified in Division 2 Section "Earthwork." �,. f '41. 02230 -2 SITE CLEARING , . CS-4199-00 RO 3/19/01 ) S, ,.k , t'Ufa!17NP1Y�A�4r �'rnrr'!'+.'.'�•. i.t', �i,',}tis at fkM �tv �}{ {•. As.�'�'r,;:}"?'F�".1"•,':�.;}!'"w7'y"^'"}+� t�;f t"!"� 9iA�ff�MM!'7ilSfuuv�i,++.'n ;? � 1 7 f � .s ,y,�.lSf.4�'},r.a j,:'>i n4h��r.i•b"r�4�ri'q'�31'<; +2 S�. { (try,,. ,,l, 'a' r� 1. r. �i z t .f�Cpp• ,s..`,it.,r^.syta.t'c1 �•J.4.L.w;,^�„t,��. >f :,ft's. ( ;;5�t,T �� p'S�:�,"� 11't r... t i t(, Pil{j.ri. y .� t I k sin �' � .:��t r'. '� ,r'.. 1 ' ) .r rt •y'•, s,l, i t.'}J {7t't P .'�ro�'YA iil.!r'�1��,�•k�� a✓<hPt:$ t . N.I sl":, { � 1 , ` r � � t yr,�{ 7'rr,.4 4�,�,,tV�}��',1�jy5,r"��`,:r�{•t12 xt1l k4P `s �`t �;' ,,t ,'tir o .. :to i s '.•� l�7 ti��t< 'tr• y� �`,�',•' r,r.. �tX Lj i r 11 .1= Y t. t 7LJ rlJl:. �•; is#��rx��t�?�id?.zr �'� 'x j0 '1:rNn.n.M,r�w,l trod^k.�Y+arv:,ui+•v!»...rovwrr..,iaq.,t..:... ....�... ..,..,- t. ...,,. >., .... ,<,,..,,,i .i�t ;;..,,,;...,,... ,.. ....,.........,.. . ...•., io-a eYV.Yee"l.ns'srt de&"+"�s✓MM'•j�.,smr+st+r.,iao-.,:a,..,. ._.. Sxl+�.r, ' WATER POLLUTION CONTROL FACILITY EXPANSION i ; f, CITY OF JEFFERSON,NUSSOURI 1. Obtain approved borrow soil materials off-site when satisfactory soil materials are E not available on-site. PART 3 EXECUTION �'t°'•.i:`•,";' :` ' j 3.1 PREPARATION {�^ ; A. Protect and maintain benchmarks and survey control points from disturbance during construction. t.:.,. tifX ,tip.•;�.,. B. Provide erosion-control measures to prevent soil erosion and discharge of soil-bearing water runoff or airborne dust to adjacent properties and walkways. C. Locate and clearly flag trees and vegetation to remain or to be relocated. t D. Protect existing site improvements to remain from damage during construction. 1. Restore damaged improvements to their original condition as acceptable to Owner. ,1 111��ddd 3.2 TREE PROTECTION ��'� Yc.'��'�r yYd4Yi�'zr4`.i•� A. Erect and maintain a temporary fence around drip line of individual trees or around J<'+,'�"`r'vs' perimeter drip line of groups of trees to remain. Remove fence when construction is , � .s+ r; s „ ih complete. 11 1. Do not store construction materials, debris, or excavated material within drip line Is,.,,f, ? 11 of remaining trees. t'�''"'•• ;a':"�."' 2 Do not permit vehicles, equipment, or foot traffic within drip line of remaining trees. B. Do not excavate within drip line of trees, unless otherwise indicated. C. Where excavation for new construction is required within drip line of trees, hand clear Gtr, =yt 1"M and excavate to minimize damage to root systems. Use narrow-tine spading forks, f±,;7;,,r; "jj 6rd f{;'ii ysti.,11Y*y+,`; comb soil to expose roots, and cleanly cut roots as close to excavation as possible. x;,A,,.,- Cover exposed roots with burlap and water regularly. 2. Temporarily support and protect roots from damage until the are permanently P Y PP P g Y P Y relocated and covered with soil. 3. Coat cut faces of roots more than 1-1/2 inches in diameter with an emulsified asphalt or other approved coating formulated for use on damaged lent tissues. rZ!N-a 3', :,:•. P PP g g P 4. Cover exposed roots with wet burlap to prevent roots from drying out. Backfill ;,, ,��'�k with soil as soon as possible. ` 3 ;- a• {� � r�'st: fit. ,' :Y.ti.i'; '�7y�4•.=� ik.l�'it�.F. yr{{, .+T' ip' •! A k'',;�`��•,: C5-4199-00 02230 - 3 SITE CLEARING ' 3'r RO 3/19/01 t I:�.'i� tip`, :iA• �?{��,,'. �},�t t M,trpr*se^..' --r••n^• :-t.. xter .vx•.r'Krrswswwww.w+vwr.r.^;•^ atr it .;ttr_,.^ '..urP+In?wn..:t,,.N'�'•,Tit+;'iLRS' {�'7."tY�t,7 .:fly,• , /S!' .'{y�i`rJ, vff,'t'.;�(s t s i. S!' r {i, { t. 7. ..t. ,� t , `t t L �; i t'.j. nti. (.4n,rr1,•� Fi!+'t 6�,`{!.i s'j1�ry` ��; t. 5 1 1, .r r,C i,.gtrt;,.f};i':t b a,..�'' �� ,k t,+4.'{ t kt ! is ,:4.,�, s t .i ur r ,cr x+•V;:4+.!t�3ye ,_�.� 'V�gg/ '7� �r;.t � r��t"i '.1:r iftssl'4. S9.•1 >(. a ',,i; ..s .t:�4i p, �,! t .s�: ,1: r .�i 'v," :. arJit � t.}f';.'� st.+'t« ,�s V��' .7f, � t � { 7.:,1•.t f f, � `� ,�tr f t 7{f r) f;f +' i t ;,�`) (fy"'yt e1.rd'.�i`�'-tri `(r t•,+P.. .!'1;t J t F 1`. '`i 3 {{ 1 7•,C. .;y�,.y f ,t^;,5.:{,lr, V f!Q�lyr; Tk tt•q j,s„g .t'.1, II` �r,'�,Fr:' q„ t •.�,.�i t 'f J' :f 7 ..! ! t t i\. 1 .11},371 t�.�w -.�. 5 I ,r r I. '. :G;•7 ( Nt. .f.t.i�;j;�;,��1 t .j;' 1(f�r,,.t .�' � r, t x ,�,• �,.1rr t lt r.:.I xr 'f;•y ...i Ft.. r. .S :tii {�f �f�.' ( `'� !..'.'S>. t!S v ,:y y i ..f .t'il yfft? ," t (.� 3: • K: J � 1 3 r.J..�[i� ir a`t.(r.;i.",pi>t .i r• ::y,� 4t . .. � t ? • 1 11 r�` L S r M:r C..+R.Tin t,. t .•,_..... .. i.: t,.{ l°St.A} .'. WATER POLLUTION CONTROL FACILITY P,XPANSION CITY OF JEFFERSON,MISSOURI n D. Repair or replace trees and vegetation indicated to remain that are damaged by construction operations, in a manner approved by Owners Representative. + • 1 : ' 1. Employ a qualified arborist, licensed in jurisdiction where Project is located, to _, 4`,,; •,..; submit details of proposed repairs and to repair damage to trees and shrubs. j 2. Replace trees that cannot be repaired and restored to full-growth status, as z,s r, ;•; determined by the qualified arborist. 3.3 CLEARING AND GRUBBING E. Remove obstructions, trees, shrubs, grass, and other vegetation to permit installation '{ of new construction. Removal includes digging out stumps and obstructions a_*rd ' grubbing roots. 1. Do not remove trees, shrubs, and other vegetation indicated to remain or to be relocated. { 2. Cut minor roots and branches of trees indicated to remain in a clean and careful manner where such roots and branches obstruct installation of new construction. 3. Completely remove stumps, roots, obstructions, and debris extending to a depth of 18 inches below exposed subgrade. Pal 4. Use only hand methods for grubbing within drip line of remaining trees. ;+t«�lk�'; F. Fill depressions caused by clearing and grubbing operations with satisfactory soil material, unless further excavation or earthwork is indicated. ss#';t`iFv3' 1. Place fill material in horizontal layers not exceeding 8-inch loose depth, and «' i1 compact each layer to a density equal to adjacent original ground. 'ii lttf r'y,,Yi. r' 3.4 DISPOSAL a G. Disposal; Remove surplus soil material unsuitable topsoil, obstructions demolished materials, and waste materials, including trash and debris, and legally dispose of them off Owner's property in a legal manner. =itr:.i4 •.t4`cro r'''}7>?i'rt}I r,4 END OF SECTION 02230 Jt Y�• Y y�' y'`,Ili �K 'j'irj > 't: 02230 -4 SITE CLEARING w �« C5-4199-00 q� ' .P RO 3/19/01 i,.l,.+�,4�.�r1, +w....!y�+••••. - ,V. ^-7.unrswwawry.w4�•Fs!..'^"" 7 *�"r` w•:r..'f'"" i;"..'•r"^„i"'�"'s� . r.. rS f* M ,}y ti �, h.�v3.�i�p'� SY�4w tt:r�'+n1� •y j!}„1,��".+�dF'tn•+jEp.�lrr 4.f � ,ti :.i. 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U tt�a{ 1 <�. ;y`, WA TER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI < ', i SECTION 02240-DEWA'TERING ` 1 �. o' �, µ PART 1 - GENERAL ?` 1.1 RELATED DOCUMENTS 1 A Drawings <N , rawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. fit•"..,�r,,.rr..y: 1.2 SUMMARY A. This Section includes construction dewatering. B. Related Sections include the following: ;`=r''`s1_ 1. Division 1 Section"Temporary Facilities and Controls." 2. Division 2 Section "Earthwork" for excavating,backfilling, and site grading. tt r1s *j 3. Division 2 Section "Excavation Support and Protection." 1.3 PERFORMANCE REQUIREMENTS ... ,+J .14rF(t •i !! A. Dewaterung Performance: Design, provide, test, operate, monitor, and maintain a a� em of sufficient scope, size, and capacity to control groundwater flow dewatering system '1 fi r, into excavations and permit construction to proceed on dry, stable subgrades. 1, Work includes removing dewatering system when no longer needed. 1..,, f;; ,. X 2. Maintain dewatering operations to ensure erosion is controlled, stability of h. excavations and constructed slopes is maintained, and flooding of excavation and } damage to structures are prevented. 3. Prevent surface water from entering excavations by grading, dikes, or other means. buildings and other structures 4. Accomplish dewatering without damaging existing $ adjacent to excavation. u r. 1.4 SUBMITTALS A. Shop Drawings: For dewatering system. Show arrangement, locations, and details of p g y discharge lines and means of -1, p locations of headers and ;rfr r wells and/or well points; discharge and disposal of water. r„a, y q .. S'G A`;::...{p '-i, 1. Include layouts of piezometers and flow-measuring devices for monitoring performance of dewatering system. TERIN 02240-1 DEWA G `!l C5- 419900- RO 3/19/01 y 1Nft l'( .i I1141`F h Prt ,� 41i,' jr rYf r`r;x� 1 r` r9,��r �r�.��`�if'HI .....•. _ ...........,«._..w.-{.w..•w.a�•....,w,...-.±- -r-t'F . J t�,�,i �^r'r—�`+,t+frrta4!+$C�'NfrlSti'YVf7��t�ijt'tatl k"4�N#��''1'f{. J�_. f�i•} ,t.+': !?!!+6 +p6I a4. .F#Ni'1A1G . :. .,J b_ f ,.t t t T.1 t.Y t' �i f(-tS t 1+S'. f t;.x.#. t Sr`.q`�� 'rkJyy'G."�;�#�Y,v, lj 7,t{. •f`� :T5, +, ,�,v};,,1rs`a't; MVO,1.4, f�^tytf'r�""'"•Gfi", ..!�`{ .t �',:}. T .i. f x }: •i•.,.in S' 2' N. ,�� Y. , 4,1. / .:4"}. i •i' i.. . t § , .Yr:..:�":"•'f 1.{7t.,..w.{-,r/�i,'. ,R1t:) h ]s,y nr •:l3. # ..n::• 6 •S' t. �r t t 1 r,t. i a.+��:r;..^i e;>•t� y�. � r f�''T 9#�r,F•t'{: ��$ � i' r s. > � '.i !,, v��`t�t,�Y. ,� � �''�= ,>�w.1�aT �t.•'�'+,.,,,.,, ',r.:,, tef c'ir SMn ,'Y `' t i .(.: � ti Sl i :i,� r T t3 1 ail ,'Y: tT+< a•l�.,r v t i'�n�t !,,�..,`t't. . ♦ #'1k4 ,,�. :X}:. ' ;��`' ittT1} ,4 rt ' t aid.' S } , t fii ..� r ti}`+ � �7#� tf irY":�..�1��13•�f>?�.'�r }�tt.t ^ T { t t WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI ; 2, Include a written report outlining control procedures to be adopted if dewatering problems arise, including a contingency plan in the event the adjacent Missouri River exceeds flood stage. 3. Include Shop Drawings signed and sealed by the qualified professional engineer responsible for their preparation. I i B. Qualification Data: For firms and persons specified in "Quality Assurance" Article to " demonstrate their capabilities and experience. Include lists of completed projects with project names and addresses names and addresses of engineers and owners, and other g information specified. C. Photographs or videotape, sufficiently detailed, of existing conditions of adjoining 't construction and site improvements that might be misconstrued as damage caused by ra dewatering operations. , ` 'Fiji" D. Field Test Reports: Before starting excavation, submit test results and computations .I demonstrating that dewatering system is capable of meeting performance requirements. r 1.5 QUALITY ASSURANCE A. Installer Qualifications: Engage an experienced installer to assume engineering responsibility and perform dewatering who has specialized in installing dewatering systems similar to those required for this Project and with a record of successful in- w�::=rte '��=,:i��f:: 3 "•,' service performance. B. Prof t !r,'gart� • essional Engineer Qualifications: A professional engineer who is legally qualified p (� !� b Y �l a to practice in the jurisdiction where the Project is located and who is experienced in providing engineering services for designing dewatering systems that are similar to r iithose indicated for this Project in material, design, and extent, Si t �''r• 1. Engineering Responsibility: Engage a qualified professional engineer to prepare or supervise the preparation of data for the dewatering system including drawings, testing program, test result interpretation, and comprehensive engineering analysis that shows the system's compliance with specified requirements. C. Regulatory Regu ory Comply with water disposal requirements of authorities having jurisdiction, including Missouri De '1��°'r';`'`'•�"''`_`'''` g Department of Natural Resources regulations for well drilling, An PROJECT CONDITIONS �5r'a,ti r`• ` A. Existing Utilities: Do not interrupt utilities serving facilities occupied by the Owner or others unless permitted in '*u!` ,{r•, p writing by the Engineer and then only after arranging to provide temporary utility services according to requirements indicated. 4 C5- 199-00 _2 E 02240 DEWATERING RO—3/19/01 i`{7 r } S 4 s 1 t ` '""'""'"',uwinruadn nrtrarf-ae�+rsaae+rrngnw,..w iJAY . g[,��y �{? a53iJ�*+��5$:t dr .i .t .�, �. < '4 ;r 1 t t,jS.'':/1�t,Ar{�j�.,1/i,�+Y• �' y1yl��.t^:t�=' !' `},+"�.` Sf Jr i1 "� � tr •i r r �'t 1�t +6P4.Y.t 7iCrs�' 11tjJ 1 7. IY A• 1 l S Ml,,• f ! .1 .,. N- r J ........+. +wHew^e.efNHkWtlrWw ..•SV.....,........ ....._-.. . ..... .. .,. .. ., ... .•, ........ .......,. .,- ............ :....,... . - :. ...._....,.. ... oc....+•y ;r,A;rtv..,.ns,a,u+Y3cmWVik+n> M..,,r.......a.. 1 rai ;' �y�1 I` T t 7,i ti jr `i WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI B. Project Site Information: A geotechnical report has been prepared for this Project and is available for information only. The report is not part of the Contract Documents. The opinions expressed in this report are those of the geotechnical engineer and represent :: > interpretations of the subsoil conditions, tests, and results of analyses conducted by the a ; geotechnical engineer. Owner will not be responsible for interpretations or conclusions ` drawn from this data by Contractor. `{ 1. Make additional test borings and conduct other exploratory operations as necessary. ,..,...;,,. 2. The geotechnical report is referenced elsewhere in the Specifications. ;m ;i4',t j "* C. Survey adjacent structures and improvements, employing a qualified professional engineer or surveyor, establishing exact elevations at fixed points to act as benchmarks. Clearly identify benchmarks and record existing elevations. `r r i 1. During dewatering, resurvey benchmarks weekly, maintaining an accurate log of k' ` j surveyed elevations for comparison with original elevations. Promptly notify Engineer if changes in elevations occur or if cracks, sags, or other damage is " 1 evident in adjacent construction. PART 2 PRODUCTS (Not Applicable) aYr. (/ Yrf( PART 3 - EXECUTION 3.1 PREPARATION A. Protect structures utilities sidewalks pavements and other facilities from damage caused b settlement, lateral movement, undermining, washout, and other hazards '':,Z.'' �?5;; , . Y g ,.. ,mot created by earthwork operations. 1 1. Prevent surface water and subsurface or ground water from entering excavations, from ponding on prepared subgrades, and from flooding site and surroundings t ; area. , ,=}t'k,{ • ,'; 2. Protect subgrades and foundation soils from softening and damage by rain or 1 r{�'r'• 1.' . water accumulation. '..;; ., B. Install dewatering system to ensure minimum interference with roads, walks, and other adjacent occupied and used facilities. `,i�)taYtwaYn. �I 1. Do not close or obstruct roads, walks, or other adjacent occupied or used facilities .,, without permission from Owner and authorities having jurisdiction. Providegi ta'• alternate routes around closed or obstructed traffic ways if required by governing n{s regulations. C5-4199-00 02240-3 DEWATERING RO—3/19/01 ts44gt '�-, trw,,..,..,._..»:. -......_.,..„...�..+...R+«.r.rW»nnrxrwian wM......_...._ :-, ---.-....•w.m,a. ., r .. : ��.{"'�`tra' yI +h+((,•S�.' i:^7R14pH�S�1,U�,yYR3Agk �'�fF �5�� .e :� r. i , xt� �,�jS-Yi• i'� � FaJS t}' i'P:' . {:;;., ( r �. ',.” t 1, �1 f 1.•trP i .933, kk 3'.taa{Yl�7r}^p�p..pp�OT+i y,•'Cr�S' v 51. .<;,k Y. 4. r , ' :w.!!. . •�, S ;f ' t r t. ? r 1 r.s{. xt� it; iL `iikf'i; t�J'� lrja'xi,' ss �, < tl i' i. 1 x,i J 't'• 1 i� t 'r `,.{! '`n 'kEtfF1� 7' �t}t+y{t�5 ^S, :.�t:hh},xk.. .ir;s k ,r. `. i y f ;Yr. f 9, y r t .\' ry.,,,3'; t . S ly•" t z. 'tn: J�•j r u't.:Y f�tt :� 4f;i t ' i .. . yr ..r .... .. .4..- . , r,M,i."4. ...•tM1r+n r-..-..,.x.»..........,. .-.N.I.«IwrA1R'Ji' {.l rY T`' a {F.'. r ' � WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI f� f 3.2 DEWATERING �j A. Install dewatering system utilizing deep wells, horizontal wells, well points, or similar methods complete with pump equipment, standby power and pumps, filter material gradation, valves, appurtenances,water disposal, and surface-water controls. ,�{; •; B. Before excavation below groundwater level, place system into operation to lower water } ' to specified levels and then operate it continuously until drains, sewers, and structures have been constructed and fill materials have been placed, or until dewatering is no `N# r'`:' longer required. C. Provide an adequate system to lower and control ground water to permit excavation on dry subgrades. Install construction of structures, and placement of fill materials .S 1C 1 jf lrl sufficient dewatering equipment to drain water-bearing strata above and below bottom ,1 of foundations, drains, sewers, and other excavations. 1. Do not permit open-sump pumping that leads to loss of fines, soil piping, :1 subgrade softening, and slope instability. D. Reduce hydrostatic head in water-bearing strata below subgrade elevations of foundations, drains, sewers, and other excavations. Maintain piezometric water level a minimum of 48 inches below surface of excavation. E. Dispose of water removed from excavations in a manner to avoid endangering public health, property, and portions of work under construction or completed. Dispose of l water in a manner to avoid inconvenience to others. Provide sumps, sedimentation tanks, and other flow-control devices as required by authorities having jurisdiction. ; +, t rr?arr x : riei!y=n'a n. F. Provide standby equipment on-site, installed and available for immediate operation, to .�'�:''tut.•=y,/ f ` maintain dewatering on a continuous basis if any part of system becomes inadequate or fails. If dewatering requirements are not satisfied due to inadequacy or failure of ' �..k `kff :Vy. �1 y dewatering system, restore damaged structures and foundation soils at no additional ?j expense. 1. Remove dewatering system from Project site on completion of dewatering. Plug #, ! . or fill well holes per the Missouri Department of Natural Resources regulations. ; rR G. Damages: Promptly repair damages to adjacent facilities caused by dewatering = operations. 0,, ' 3.3 OBSERVATION WELLS ,vpv; A. Provide,take measurements, and maintain at least six observation wells. . : C5-4199-00 02240-4 DEWATERING RO—3/19/01 .+.•+e...^....- "1"'nvtcaaeai�k!4ca}s-ewu+„"ywq'^ 't .a.n}�+.%v'hllYlff!� ,'L� .r ' � X'fit t'F f r y w kr 4., ry',yYr�'3 ,�: �'}, xh Cat M�;trly�L.(:�3, :! '•r7;. ` j. w ' f j � f t � :.i! t{tif, ttY. xv 1 /�',t}`lr��ril�".3 ,��"fl y AuP', tl' �'„iy, b'�,�(Y Grr 1 ,.�, r i;•=4 �t. :t, f� !� t i , f rr.5,_,.�ji'',.i�ffi�•.l krau:rf s.7�} ��t �i '•"i� +t+V..jx +.ia">; ,'d R°'f.:.xA: v . . ...,., .,, ,•:•t. ..,., '�.1r ,..3t t. �t� �r 9�µ,y � � 4n� �> r ' # y,,}� i� 7 st", 3 y alit e:;�gttirit.'x�Firra 4i� 'e� ,� , i Qa •{1I, t�,. }`.' t :.t r } ,7 +�.o.;�'S� ,.•a� 3.3>s �',s; i�, • ;��f� ,},f'tr�, o{�}'�s��'.Sb' rA;�' i}rt�}.°a��•�ir-�; i..;S;.``� . 5 ill F t a, � �.;r.t r`s t� t ..b+..r't3 P �` ,tn:, '?f�m'} �/!?, �ffi,iracf';ti.'}}''� i+• !,M ,{i fir+ t�� +��r R:;;iR,{ n,��.ss» x333 a•.r ss -S tSS �rrr�r ! u.. si rrrrr�� t as 11� ,® }C� ; + `y { 'y�+4T '.µy•i �5� [. ?S�,.t s .7 , <}.� t �t.st, t ,"ir �+1 x'}f,��;;if.', ,�'r' s�.ks ex �;-�t�Y7 i �'� �Pir 4'�.fr'S1t•U,�, ,}3 f tpa,,;+.}•'7�1. v i:`;�,t"",u�t :L ,1� 5`{•�' tSs s}ax ,?�: �e x S k ) is ti,i .!' i r � r 7. n s l .� x. •r ,� .1 •# `�' {L{g } �a�- _ry a4{ef.p f"�i`,.,yy,r.;.r ,i ? .t•� 1 .1. ;+ sxu`r S ti lr.` `q, t �?�i�.,a, yt.,, < ,�1 f� if< �,;s.. � :�` tx s 4 t 1.�tt.t, n. } ;r p i 4 tF. s•.,i t t� ;��`�'r � '°YSI+"ti,� '`1�gtr }t, ;ya,.:�lr�.�y�iin.,A I' }`r?i tp''t aa?}t�{/'•,�S!'is sti i ,r'' .,_ t .�ii. .,,k< t {:r`� r7 r,ti e 3a c�f'L C'?.a'`?,,t�},.�� ,s�{Y t 1}^f• � ;�a �', �!�. :��Y 4.7!3�'tYr vy,�. ,1 Z,r 4 f} sl�.f?d�t`.7 ra , '� .).,3 , , ,�.,,•. 'i '�. ,t Ht F' 1�':a � 3�,y.na„�1=.�'t�r�}iiT',,u��,:'t'l'i� '�'N� t( tl �aar�1,..�.k�l,t•��'i:::�..�w�».1L35:a«rii(i.i:.i,tvJ'i3irtcat*+irk.nN�Mt+rei�toh�+�tvWVnitii.ati:u..«1r�»J-aww.,c.,a..�_.J..,.t:,.�-,veya crime.`�.+'`2+i�Nrb��14`� 11f�,1��74 V. k e.r°Gf3'`. WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON MISSOURI ► }�� -t:, B. Observe and record daily elevation of ground water and piezometric water levels in .� observation wells, C. Repair or replace, within 24 hours, observation wells that become inactive, damaged,ed� or � a•-�._ xn }i destroyed. Suspend construction activities in areas where observation wells are notx'� i• functioning properly until reliable observations can be made. Add or remove water ,] from observation-well risers to demonstrate that observation wells are functioning x (' properly. , •. 1. Remove or fill observation wells, and fill holes when dewatering is completed. y; tf'rt .. END OF SECTION 02240 r' �ti i ,1�t•,�r�". `tr i t 37� '�� ' ,3 61;ell y'f�•. C5-4199-00 02240-5 DEWATERING RO—3/19/01 . Nt ".f•;. 3u<?v�s•;tc''q''"T nw�••w.. �+ V . v sr' 1 �G xs .!a. " ^"i"7"' r,t{cl �.. t. .it t v il} 1f}fr tlr.�fW n.' r .x ,zr .' �d i :Y t i s ,j{ t:: •«l� '}, Yth•� xS+.r •`" f ; ' r ,irr`' ,) f,'�',k't�' +��•' 'r b �`. . 4 ,A�A$,'l�f•Y°V ,'.1F pY�y� �i�4�x+� f ,.h•.,},�:� �y �t 1�� ' +� �'' �,r�? N,N� C'�'�:✓,"a +r a ? t � fk ,f•. t �,, , ,t �t�,� ,'9 4 t. ',��,.ttT',�r•� �,�R`� '1 ;��'ify��` i{r�St��.�4��1�frr. (`x`,U.. .�.d jt� �; S1)rk +`f`• '�',T"L�", �'. �} • .f' < ,p yy�1 �rS'�?t�r'��1" '�'��t ��3'�'�x�"�a r r Mgt'x �' �#`�ti'x�ti�t••,rry�� `A', .�ir� _�;� .9"'Tf f� ,..,.4, 'r ,.�, ..i --•)3r�„s+ "ki �YfrrH�'�+� ,�i,,,r.791'•.�e4'[t""t,":'�;ra�t,�rr ,'r,:�`�i{Sj+'�;'�2�,P�:;�{:;''s,J"�'}�tj��!�`�,,�y�u.��i,;' 9e'. .3'!' 1 . —0, •} �•'�'t- �7i `,�,}} � ,,+. ? r fi i 1 y+�51 r�" .2�n ,yrK,,,.(y 4� , , �< r� {} ++�i, r .J,'v �{•t�S 1 t� L. 'A }kl', L 4�yu. v."lkx,�•`1 +4.';:'i t`,�'j�.7�tE.t�•�T„��'�,a.{p°�.�•� �si.t �.'..fe•'.fYt6. }fl�p.4, l Sr�+ ;}�i. .1`!"°' rR'.• .•!. ,:w �� t ,.1? n: .a:ii 'tt',ra7,-? aV•njXtz,,{ ,�Si'a`N,...,t. ^t�,+,r.YSC?,.,'��;};r.n.;1<°r• +<tl.. ! l�`r S'it�f`..t�."k ! ..eI.IP�r ';��''. 't >l�.rx�4� .t, <'�:`;•<. ,3 t.,.t�1i,rix`:T,tv,,_?'. "i�,d � ,'.;'.ni,� +P 1 •:i a�r.�.r J. S .S. � 1`. ��.}� }.s:. .:tt', .f�. t ,Ss �' I. ... ;r," ,�.� 3: ti"s'� s• 4;,r< r •7rSu?" M �,ti?' ' +?r s;,,,. ,�...1� ,'•t ... 't.�.'�. z'' `` ": �' 7 et" '",,,, 5.(�. y ,.} r Ott}r. f� F v✓ tt , rtti •''att t. '.:( C 4 i'^' f e tit r r+�(i��{i,.�.�• 1 t�tti s f. t � ` ' ��r/ rlf 1 j"• 52, :.i, .T� •.:{ 7: /.({ F t.,� 3 ,iC ,ty ��'ti r^( P '{'��N#f S'Di.Ut.Y'"SSt�fy��',.}7^Y`h.+'q`� y,'� O v! 5 ;I SS J Y , " WATER POLLUTION CONTROL FACILITY EXPANSIONJ','; CITY OF JEFFERSON, MISSOURI ;+ SECTION 02260-EXCAVATION SUPPORT AND PROTECTION 1 fj' 4�,1 L' PART 1 - GENERAL ` 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary i Conditions and Division 1 Specification Sections, apply to this Section. ' � r, . 1.2 SUMMARY A. This Section includes excavation support and protection systems.; L' �rl6 B. Related Sections include the following: r 1. Division I Section Temporary Facilities and Controls." ' r. 2. Division 2 Section Earthwork for excavating and backfilling. KIi9 �'"f•,c4�IRM��i�t�'f.��i�(•�+ :'I,r'' 1.3 PERFORMANCE REQUIREMENTS A. Design, provide, monitor, and maintain an anchored, braced or cantilever excavation support and protection system capable of resisting soil and hydrostatic pressure and supporting sidew i ails of excavations. '•`�� „��:��F;: :_ i I. Work includes removing excavation support and protection systems when no longer needed. 2. Prevent surface water from entering excavations by grading, dikes, or other means. eSi15 j1�Y;y�'•{',,c 1[ 3. Install excavation support and protection systems without damaging existing buildings, pavements, and other improvements adjacent to excavation. 1.4 SUBMITTALS A. Shop Drawings: Prepared by or under the supervision of a qualified professional Li engineer for excavation support and protection systems. System design and calculations must be acceptable to authorities having jurisdiction. ; 1. Include Shop Drawings signed and sealed by the qualified professional engineer i responsible for their preparation. <?: B. Qualification Data: For firms and persons specified in "Quality Assurance" Article to '.� t.d,. ;tiff i:'ih�.k„�iX.,,`Ji,,;• demonstrate their capabilities and experience. Include lists of completed projects with C5-4199-00 02260-1 EXCAVATION SUPPORT ` RO—3/19/01 AND PROTECTION :':' Tj J i�$'�";�'y{t'Y*!Ytj. ..1 ;t , t.. r }wv4aivl.W-WW.M x.,ywn++V•.^ i 71 :. x �� i ytlr{{ik` r:sti A,p l F° tl .! } ' 1 t �!),:',•.:`. ',� 3;a f,•1i y. y,a' s.7r .�?F ?M, .*S� 11 x7�,,rt 't�p1 `�,t'fi taKf p# ,.' r, i + t J' �' ,c•:� e•i' t `J r s 7 ,t: {. t IV ry�14: 4 Ji Nt '`Li t4. t t{ {t .,r,,;'! ri ,�. r r t s. •. , r rti t 4A��Sply°.r +�(�' ;s:.,. , 7 • ,4kF!�kr+t`ni.rin�•,E•.w:w,...........>,._,.... ,.... ,:, .._.'......,., .,..:,:^.�;.�1:�-`:...:,,,,:....... . ....,. .mw..xrruihttdl>F' t. .I^'� i t WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI s � t project names and addresses, names and addresses of architects and owners, and other information specified. C. Photographs or videotape, sufficiently detailed, of existing conditions of adjoining construction and site improvements that might be misconstrued as damage caused by excavation support and protection systems. 1.5 QUALITY ASSURANCE A. Installer Qualifications: Engage an experienced installer to assume engineering responsibility and perform work of this Section who has specialized in installing excavation support and protection systems similar to those required for this Project and with a record of successful in-service performance. B. Professional Engineer Qualifications: A professional engineer who is legally qualified `- to practice in the jurisdiction where the Project is located and who is experienced in providing engineering services for designing excavation support and protection systems that are similar to those indicated for this Project in material, design, and extent. I�j ••Lty;j45Y�'ir;r: 1. Engineering Responsibility: Engage a qualified professional engineer to prepare L .i or supervise the preparation of data for the excavation support and protection ;.j system including drawings and comprehensive engineering analysis that shows r, ;,,l '•,`�j� ,�rj`: the system's compliance with specified requirements. : "` 1.6 PROJECT CONDITIONS A. Existing Utilities: Do not interrupt utilities serving facilities occupied by the Owner or others furless permitted in writing by the Engineer and then only after arranging to provide temporary utility services according to requirements indicated. `�;:';:;�;,,;,�',,,;,.,r:• B. Project Site Information: A geotechnical c f ,!, ✓ j g al re ort has been prepared far this Project and is '1 "�a.;� '�•�-<<>" available for information only. The report is not part of the Contract Documents. The ` opinions expressed in this report are those of the geotechnical engineer and represent interpretations of the subsoil conditions tests and results of analyses conducted by the I geotechnical engineer. Owner will not be responsible for interpretations or conclusions drawn from this data by Contractor. P rP IYAK 1. Make additional test borings and conduct other exploratory operations asr �;:�iff ,,;•;. necessary. 2. The geotechnical report is referenced elsewhere in the Specifications. 3`� ��f�i!�S' F C. Survey adjacent structures and improvements, employing a qualified professional ;,fy :� engineer or surveyor; establish exact elevations at fixed oints to act as benchmarks. J., i Clearly i dentify benchmarks and record existing elevations, ,"4 CS-4199-00 02260-2 EXCAVATION SUPPORT ; RO—3/19/01 AND PROTECTION tit. , y, Q!•{E y'at�rr:nrr ,IV�•'� �{f iFr, 'v 7 7 7-0 7, " t 7{. !^!aa�x!MU1bM47M,FrewM',w. ye.v....• v(405ty?tY)d Gl,�n. ]]kk q� ,t3 J�i'R• jIr'8 4r,Y,*r� i .r w r, a .t •i7. 't .r r i '3 rt v. .;1 ?t 3 a t r t ,,57 , ,::tl,> .1: .� r 1K`isjiL , •.1• ar ��:t'.,�. eta �lrr�i(r{�!�•;,t. e: r, rot 'i ,4 .fit ` ; ter: t> t t.tS { 1. Q.t� ..al'vk{•:Q:.fUSV,K°'+k., i h q/rk"i,i�;' ',� ."??ti 1° f,r}�: 2 i. r '�l�. q{ '! �'f t•� , t �, ) ,4 i i..�lrct.,,.M1t' j{:�i�' '.0 R� ,,.�;�,}-S.r; Y '� s.,li.'•41'xi" s r,?: yi:;,t}� .. .',r :'� V +' ; :.! r. / �' '�,..lj S• !. ,r si'4, Si�.Y'�7'` f''"�%k�t. s �.;j �'• �! ,.''s:': t 5:+!r', :p r +'rt�' � r� `t } ,ti'i. .d/� :,.tS'S;�.r;I1Qt;�{�6 4r�A :�Y'.��e"`. 4`�•. , + R '>s,"j r ,� .i„ 7' a pit ' S 4 �t rtd fs •, LS t 3r /�a''�`wy°s 110•(�i/ I i•1 . F i! .r,'. { :7 ..3,., xt tt 1 i�v �A' Jx s£t •'4`a t °.Muir,.r,mnd,rrm&tt'CttyhxA4't+<J��tvAiM+1FD�lt¢',t.na.ur�n....w.a..�,. ..,.>.„:i. � i t�t � . . •j{1,t 1{yr37�yZji$,,j'''`'i'k ''' ...,. ........,,�-...... ..<,r .n.,an..;.^., ...c ,...nn .,.,r .rvr. ..:....... .. ,.. ,...t...r.,.>f,..e,r,,,vrrunn'x+X'z ttn7•rt°3<u.YCrt?tN•?'th+ra'.rtttrnne>mb.,„a:.w...:..e:,..r....:, r;:`4f;�^�;st tk4°i4i,Y Vif i1 .tYrs rl{ I ! � f • WATER POLLUTION CONTROL FACILITY EX PANSION r CITY OF JEFFERSON, MISSOURI ;iti:. •:it: ;w. 1. During installation of excavation support and protection systems, regularly resurvey benchmarks, maintaining an accurate log of surveyed elevations for comparison with original elevations. Promptly notify Engineer if changes in elevations occur or if cracks sags or other damage is evident in adjacent f t4 n �i}>4{1 r Jr 77 f."� construction. r PART 2 PRODUCTS 4 Y 2.1 MATERIALS `' aA. Materials need not be new but must be in serviceable condition. . B. Structural Steel: ASTM A 36 or ASTM A 572 C. Steel Sheet Piling: ASTM A 328 or ASTM A 572 1;1 D. Wood Lagging: Lumber, mixed hardwood,nominal rough thickness of 3 inches. '�� M1n�a• t (,, J,f PART 3 EXECUTION :t:: r�,t�rlrr 1�iF'+Y�t 6ti�' 3.1 PREPARATION A. Protect structures, utilities, sidewalks, pavements, and other facilities from damage a `scitks;:” caused by settlement, lateral movement, undermining, washout, and other hazards that could develop during excavation support and protection system operations. 77 < 1. Shore, support, and protect utilities encountered. s B. Install excavation support and protection systems to ensure minimum interference with la roads, walks, and other adjacent occupied and used facilities. 1. Do not close or obstruct roads walks or other adjacent occupied or used facilities 't)4 without permission from Owner and authorities having jurisdiction. Provide ss {I alternate routes around closed or obstructed traffic ways if required by governing regulations. C. Locate excavation support and protection systems clear of permanent construction and � + K;> PP P Y P °t•'n;s.lk . to permit forming and finishing of concrete surfaces. D. Monitor excavation support and protection systems daily during excavation progress and for as long as excavation remains open. Promptly correct bulges, breakage, or other ��' #<Y". evidence of movement to ensure excavation support and protection systems remain r stable. u':t C5-4199-00 02260-3 EXCAVATION SUPPORT , ? "k RO— 3/19/01 AND PROTECTION MMs:W�!MM•'iN......`"."T'. '.^"'"T^,. avrr.nwnuxv.�srw.xe.aavR.w+"+!!^ .t. ^""".",M'T"ww.t+y'Mti"s�r.wtar�n"...r`. r'^-Ff�+ , �• Sr._ "t• �,, ,t{ ',y`l 4:;� ', ,i .<i;t r.I.: .� : {{s .t. •y c .5.r Jk'•'j" 1'?i.F e„ 1 .T451si. I.s., ,.>s.ff.,a,}r:`;•'P,' '`+":,LGt;.l'� + , �:' "<• ..{ .;� � J. ��." y. •�,. .+.. 1 },; ,2kN?^ t• e,?•�$y' �`, '� 1 t...fr. 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Promptly repair damages to adjacent facilities caused by installing excavation support and protection systems. ,i 3.2 SOLDIER PILES AND LAGGING A. Install steel soldier piles before starting excavation. Accurately align exposed faces of flanges to vary not more than 2 inches from a horizontal line and not more than 1:120 out of vertical alignment. `' B. Install wood lagging within flanges of soldier piles as excavation proceeds. Trimrt excavation as required to install lagging. Fill voids behind lagging with soil and compact. fAq { C. Install wales horizontally and secure to soldier piles. 3.3 SHEET PILING '. A. Install one-piece sheet piling and tightly interlock to form a continuous barrier. Accurately align exposed faces of sheet piling to vary not more than 2 inches from a horizontal line and not more than 1:120 out of vertical alignment. Cut tops of sheet r 'l; ,}_` .' piling to uniform elevation at top of excavation. k1 Y 3.4 TIEBACKS A. Tiebacks: If required, drill for, install, tension, and grout tiebacks into position. Test load-carrying capacity of each tieback and replace and retest deficient tiebacks. G 3.5 BRACING A. Bracing: Locate bracing to clear columns, floor framing construction, and other ' permanent work. If necessary to move a brace, install new bracing before removing original brace. ' 1. Do not place bracing where it will be cast into or included in permanent concretexi{y: 1'. <; work,unless otherwise approved by Engineer. •A 1�[ Vii.i�� p`}`i\�j;:,,1r,' 2. Install internal bracing, if required, to prevent spreading or distortion of braced frames. ' 3. Maintain bracing until structural elements are supported by other bracing or until 3;; ;� 1?•a�` ,+4 ermanent construction is able to withstand lateral earth and hydrostatic , , 4 pressures. . 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'IS J.f 7t,1%� 1,).. .1•• s•.,, r, ti•, ! �r.,:��fy=Pp,ry�,•i, r" t k•AG e rjrry, '.i 7�i. t. r�. �; • .:.. ` .,, , -.Sj,!'..1»;».:uii.w.�nel ec�,,iib�AiiYl trrl i{55:fL�t�fl�JB�fI Y.{N�4f +li'f>a�i':lini�/aA4wlSSli�Y.'11�� }. �i�{fK4JMl wii�iw.`M.�">r.Yi.�•�i«l'ws.,1' �'.�,d.vu..,r.,i.{r i,,.3,.L..iJ;�;r•w.;..'S,S.Lri+.w,nti,«1rnv.Jiirfw.arMSUw'�T't.'�4ein'+um+na+,. .......:.._l ,�..{».,..'. ,. �� WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI ;� � u• :4} 3.6 REMOVAL AND RE PAIRS r# `' ON , V t£, A. Remove excavation support and protection systems when construction has progressed tFzw sufficiently to support excavation and bear soil and hydrostatic pressures. Remove inFS, 'y+ stages to avoid disturbing underlying soils and damaging structures, pavements, ' r facilities, and utilities. fj; ,' 1. Remove excavation support and protection systems to a minimum depth of 48 t inches below overlying construction and abandon remainder. ►�;.;: 2. Repair or replace, as approved by Engineer, adjacent work damaged or displaced { �.: by removing excavation support and protection systems. ' I •� w�Y,L END OF SECTION 022604' MKIA is s..Y1 .. yA•iT'!'k+lTPh��u.. Y lip: O yp i.. C5-4199-00 02260-5 EXCAVATION SUPPORT RO—3/19/01 AND PROTECTION r• s c., }�'t, ',•i` ' �:t ;5,15't t","•t',',`,r','�': t;,`�t !;'!",f,,'}> �ti''t': P { �'`i!' "N-v. '�;t }};ar G .S` N t `•dL ^ r :{;,,., y{'�,a `pp} ttt>�� t sr�'s'`4'l7i�zhY"fw" ''fK� v' S p.�t'•�.k t � ykXn atJ'! '457Ax '.at !i q t..`•i � '1,"Mtsf y k).��5 x YxS.sf�r, ��•,t>�{ ff� YS.Yy .T�` y{ d �ii n✓� i r �.: 4 A„ 'S M :± f m>;f r�: (t ,,tt�� 77 '.• •�r<,.(7i�;r�;,+FZ, r.1'',p�y,'',�., �kew�,�,.x?., ':x .r "1,1{.,4i•S #h '�- ;} tp`,y:.•u•f.,r;jF 'r,tl ,;a w�, ;j +. ,f>a.p,t, ','3 p1.,'y ;rw i5'`• ',r r�vt .k, g s � ..� ;a"vY§.� (. ..$•x 4ej, Y (tS?3 { Tt l ;;rt''f(� s.� 'r'. xyai# 4�eY .1,'dii ylt.;f�� ."V..,rr.ti:.rf!# >:t�+' .,,R,'4�r . 'f` +,# Y :+71- 4�k,,(% .�. r'�i';,�'• '!r. 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I:y, ,..At. •,s e�: :+�•.� P, ,{.0 y..t„ r: ,t+f,.,v;'-. .M - t, i's''' "�,:.,i i'.# .ti,., :: :�.,t.; +,�,�,,,.:.) i!i...:t.r•„n, � s< ,y � �!'t�?�.,.7Ft' •w.+ F�,3k#t,'C-r v :.k r ,. :§!. i�. .,;1:. ,Ix.,•. : l a°°l.t�YirFC+,`d,aM r{ :lz,..,t. Sti'.:s. •>�l,. R `�� a 15:'• .i.'r J�: S `s: t sK 4' t '�Yr .`�, 1+, tF,i'.'iti Pa�i'�:�"5�/{t if �PV��a frT,Y�•,r+. k NOW +{ , S( �1 a+ .: ;,, ..i,' .: , � ';� � a<',� ! of ,�� y t�t'✓t.y Y`�i)tj't,4) '.v A� { Y. + � Zk� c r f' r� .. `t r rr 4t)D� [ ,trtt�t ).+• E qt 5,,(5'izy )n' n �• 'r', t P .,.. .. .. .. . _,....,...,.....,}„+.ns^.vr•+•n rrsl.MKr.ynyn•rl.”XdvttS+•R'?Fr!m,■fwtii+roa�..,«.,w.µt � .t.�1r \ st.S� WATER POLLUTION CONTROL FACILITY EXPANSION t CITY OF JEFFERSON,MISSOURI i t r'rS, Lug" SECTION 02300-EARTHWORK PART 1 - GENERAL n�f 1.1 RELATED DOCUMENTS t i.ht c tt t � r, A. Drawings and general provisions of the Contract, including General and Supplementary ,�..,,}•,Ft4J:. ., Conditions and Division. 1 Specification Sections, apply to this Section. 1.2 SUMMARY _ A. This Section includes the following: 1. Preparing subgrades for slabs-on-grade, walks,pavements, lawns, and plantings. 2. Excavating and backfilling for buildings and structures. 1'. 3. Drainage course for slabs-on-grade. 4. Base course for r concrete walks and pavements. 5. Base course for asphalt paving. 6. Subsurface drainage backfill for walls and trenches, 7. Excavating and backfilling '` 4s; °! trenches within b uilding lines. 8. Excavating and backfilling trenches for buried mechanical and electrical utilities and pits for buried utility structures. ''f '7 ' j"`': i' B. Related Sections 631 ons include the following: 1. Division 1 Section "Temporary Facilities and Controls." 2. Division 2 Section "Site Clearing" for site stripping, grubbing, removing topsoil, and protecting trees to remain, 3. Division 2 Section "Dewaterin " for lowering g g and of ground during construction. water 4• ion 2 11 Division Section Excavation Support and Protection." ' 5. Division 2 Section "Landscaping" for finish grading, 11 I ,i p g g g, including placing and preparing topsoil for lawns and plantings. t :;,,,,•. DEFINITIONS A. Backfill: Soil material d to •,; s use fill an excavation. Initial Bacl�ll• Backfill placed beside and over pipe in a trench, including '' Yt:w ' haunches to support sides of pipe. ` b ' ti 2. Final Backfill: nt Backfill laced over initial bac to fill a ark+'>��•�� p kfill trench. ��`� dot lat�('41��}��ai, [:• B. Base Course: Layer placed between the subgrade and asphaltic concrete avin k ;`pxY . S r `{ concrete walks or slabs. p g or 11,37 •' ;`3�� '4 C5-4199-00 02300-1 ' RO—3/19/01 EARTHWORK ,s' Sty :.t�(��11Yy�S•Y• :Itk� 1,1 5. sSl, }1g�k1 •""'7777 r ,.«, 7 .s 'f"' .•1'• ,i.�' t,.', `i :k� t�� ,w •1`�,S;n .y',,,.,t L -A f. :1 .i .va. s �{..rn :t' r'Y ; �• at.:_ ^'t:'.r:r't',:5'' �-',c1(r: . ;t.. �d,. :.t; {: S r. ''C�. ,. '.r t. .y. .t {..r�•}r��.iy.ae">•�$� �:,p;txut� "ro �`r'C°•.f �.. u1 i. t ,}: 2� .1. t:1 ,l , :tr.,t. , `tt.,t. ,�.1}a f:.{ t, > \y; dt,,l.lr. F.ff.� 'ke .k�.�. ',�.r..'''" 'ts�"a� a`1,:r-1y, ,'fi ) ,�ijt''t: .h`t 1 �ri �1, ,. t+ 1 .) r r +r � t.T.��L f ,,•h'�, i t,$,,. k` '�`v. m t;. r,: t !; P 1 .sr .y.2'. "r,t ,sit+,,,t;�'. ..�y,�. "i•., `S,.� '::y�'"t+' ',�,. �4+,t,t :.t..;t tt.�.5?..'.1: '�In \t 1 ,7, ;,n,. ?t. {.J�... 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In� fL,*a•r:;�.. y (r(1 �tla U`ci,' t,'ytr 'I:..::, it `..i r' r` S. 1 ;, '1 r r. .rr,,,�`r�,r+:•a7,»r;i,w •its rk,.i �5tet� iS-fir.: ;7 ;� !Y t 'rri •• t'!' .{ P t i•' t .Jt. 1 .:{I'.:VI t' .f1 T 3. •�V�� Jt t� tt :� °.$ •i ry �t g F ..� .t , t. is ,.n n ;t S ?S' 11 v.+,i^ t•t,,"t}�¢/s�'�� t{ •1iv,'i. a r' .J .r r. ,�' :t,, r, rd't, ^t a 1 L 9 .t -r.<5'l.' .qt 'xi' .••f'^•iY� .�: t r:� ('. 1 .S.'�,.i•' :t:, :x..,`�,r i�`1::'1�;:,'•...w .�ilr'"tr „1 sr/,.:t,,:•, +t n; .tr izr. t. +' ,.t' +i�. :•7 ,�(. ,!. ',<�.t'.:';$ii'Cc.CJ,',�^,? rt., 6x ltl. ;.S ,f t I r. 'r;`:. .;!{' t S ut *`t•�•�;•�u'4I;s'"+S.i;�S-dc',.r.9r r�,�:� ,?; S k } t }r F9 ,4.,° 1 t r� � 1 1 1 r fi .4 r r ': �rA d;t,� '•� e i .�,5 { 't. ,t;. :t r t "��t tsj r r+�}' t t�fi}�r ' t ,t�x ��• t { l r { r r } r •' �� ,...�:v.e:":e.�•, ,...'..r.,. ... .. ....-._...,..,...•. .w. .r....,....._.. .. .....,.,....,.f.....,._.4...u.....�r.5•YWk'�'Ml�� ,`Llf , WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI C. Bedding Course: Layer placed over the excavated subgrade in a trench before laying 7 i j pipe. t , D. Borrow: Satisfactory soil imported from off-site for use as fill or backfill. E. Drainage Fill: Layer supporting slab-on-grade used to minimize capillary flow of pores ;j water and layer surrounding relief valves. F. Excavation: Removal of material encountered above subgrade elevations. uty ;Yrs:ti„,. 1. Additional Excavation: Excavation below subgrade elevations as directed by '` Engineer, Additional excavation and replacement material will be paid for ._} according to Contract provisions for changes in the Work. 2. Bulk Excavation: Excavations more than 10 feet in width and pits more than 30 feet in either length or width. 3. Unauthorized Excavation: Excavation below subgrade elevations or beyond indicated dimensions without direction by Engineer. Unauthorized excavation, as well as remedial work directed by Engineer, shall be without additional r compensation, G. I vl �;•�U1 (� ,, Fill: Soil materials used to raise existing grades. H. Structures: Buildings, footings, foundations, retaining walls, slabs, tanks, curbs, mechanical and electrical appurtenances, or other man-made stationary features constructed above or below the ground surface. I. Subgrade: Surface or elevation remaining after completing excavation, or top surface ' of a fill or backfill immediately below base, drainage fill, or topsoil materials, J. Utilities include on-site underground pipes, conduits, ducts, and cables, as well as underground services within buildings. K. Flowable Fill: Weak cementitious material used in lieu of backfill material. M . 1.4 SUBMITTALS ;try„yN,r' A. Product Data: For the following: 1. Each type of plastic warning tape. ` ` ' q�. 'f,r 2. Drainage fabric, ';. 3. Separation fabric. et• a Y.`;., B. Samples: For the following: 1. 12-by-12-inch sample of drainage fabric. ':.;, :. C5-4199-00 02300-2 EARTHWORK ! RO—3/19/01 �'t:d •a.+w,.+r.^-..'.--..t ^�t -»•--.,r.r+vn.xe±�•+...,..^^.-. .....«.yu+.. w.i'7 .> >x :r�� S r ,.., , ,%!.f !rs ��4} � y ��. Y...;.:, n � � � ; 1 1, r 3 +�.>i �}v �+q4y,��`�tr'lt�``'�� ;� i �4 r• ty, 7..,, k' .i +' 7'S ii $ ..l ., .�1 i,S7��. S"��r�s,Ct`.°,�aJ?'pi, 14,E .,7Aty�_ { A;:•"`; '�d.+!�°�i'e;:, 1"at�'s�.��' ,, . �} ::�'r `t,: o :t t �' r '' 7 t .r { t r Cu r•.;� �•1/,�s�'„ i?d'' k � ;, L 6„ � } ° '' a, •,t 1�y st'�1 ,ry ,r � } c., tsi g-h._�11i§�4 f �..'��t��dprK (�'A�' i if. t� r .i � `.i_ s. 4 :,4, �. .r' rt,t•.r:'� ^:�f.7.? k.�rr .r�{�.i p. 1,�.t.�5 '+i!.ii<� �7r.tt...t1,,;iq'�. :� .7 �'`",' ')ti.n,: `� .as ' 't i' J, { � y. r: .jl � 'F. �Y.ri>, r'✓'7asTi%ti t!,�•.Hi��w?� #�L;}j�:,rf�t:,,t.,:r:}.:; - t�,;.�• dj '� 't - +; '� f� �; � .�'itx 1 dot • - -a ..+vrNV1.+r"C4hP.9,Cit!C.1tiS9f1R P'Kf..n:r1}^tnS. t•_.u-.nrnl^n?.....,.:.,... ......_..,.... ... ._,....,.,,..�.. ..::,�............:. ... :...... .. ............,..•.a,...n v!. tarv+r YrrttMrn,,lv tx •1>. .-..n,.sr.rwrrn,.,n,n,....w... 1 t S rtt.r f•w u ,t i x 'r 1 , 1 t'+ "i WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI 2. 12-by-12-inch sample of separation fabric. C. Material Test Reports: From a qualified testing agency indicating and interpreting test results for compliance of the following with requirements indicated: �y 1. Classification according to ASTM D 2487 of each on or borrow soil material j proposed for fill and back-fill. t ` 2. Laboratory compaction curve according to ASTM D 698 for each on-site or borrow soil material proposed for fill and backfill. 1.5 QUALITY ASSURANCE ! >, Irns._ r, A. Geotechnical Testing Agency Qualifications: An independent testing agency qualified k c according to ASTM E 329 to conduct soil materials testing, a., documented according to ;; ;` ASTM D 3740 and ASTM E 548. ;j B. Preexcavation Conference: Conduct 'conference at Project site to comply with requirements in Division 1 Section "Project Meetings." �' y 1.6 PROJECT CONDITIONS A. Existing Utilities: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted in writing by Engineer and then only after arranging to provide temporary utility services according to requirements indicated: hui 1. Notify Engineer not less than two days in advance of proposed utility s interruptions. �zr 2. Do not proceed with utility interruptions without En ineer's and Owner's written ,• permission. ; 3. Contact utility-locator service for area where Project is located before excavating. B. Demolish and completely remove from site existing underground utilities indicated to f be removed. Coordinate with utility companies to shut off services if lines are active. y} PART 2 - PRODUCTS 2.1 SOIL MATERIALS A. General: Provide borrow soil materials when sufficient satisfactory soil materials are not available from excavations. t , �, ir4fw • B. Satisfactory Soils: ASTM D 2487 soil classification groups GW, GP, GM, ML, CL, GC, SC, SW, SP, and SM, or a combination of these group symbols; free of rock or '''`` ' CS-4199-00 02300-3 EARTHWORK 4. ��rrrV��i tSys77 ,�t YFf,4w � ,yrT^•' T M•+I.MMI.,I,ta.AY.iMrSN:r»..-Y4 aW^•"•'•"` (1w1y � h t .t .� i'pt•,s ..s.r(., r' r' �.j }. a , :r r.: f r c i It r � f r � '�£'� � E,, r�. t£4I, F�,`•-.t.1 ,"•v� S j �1 .,� ,y. ' a 7 .�r ,i i..� ,nr�. „ i ., :.,jrr t r, 4j ..�J rtCl f f.i�,. x7:1'1;1°tip, ;rF;�u.st;•(. .,l .a lJ ,J,Tc s .," .1 .1.^}s J }',t � 7: r !;„ ,� yb'.�� 't li�;',`Y�t.� �aY ':,{ 4� 7 �'' r'�{ r F �t ' `; t . .; aj .1� c .f't tt a1.. .F k*r r i( litu..r ,,•tjc rr .r S,� .1 i .z 1 .; r 1s y`. t 9 } t `' Ir t 4 t. ? ..f. .. �!'� .. � r'. r�;�• �} fr, h't r��t+'t�fI 15'r �t. hyY w :i .tv�N9E•wn,w..,.:1......i..................�.. r ...,..w.... .r ,. ... ..,... � .• ,,..,�,..,.......,..,. _ ........._ .. .....,.. ............ ..... ... ..J,.<. ,..•.,�.......+,w17+»lJ.''A4� j �' {. WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI k ' gravel larger than 3 inches in any dimension, debris, waste, frozen materials, vegetation, and other deleterious matter. Soil classification groups ML, CL, GC, and SC shall have a plasticity index less than 20 (ASTM D4318) and a liquid limit less than 45 (ASTM D4318). >` C. Unsatisfactory Soils: ASTM D 2487 soil classification groups MM, CH, OL, OH, and j PT or a combination of these group symbols. 'A 1. Unsatisfactory soils also include satisfactory soils not maintained within 3 a percentage points of optimum moisture content at time of compaction, D. Backfill and Fill: Satisfactory soil materials. ,3-+F `ry'j2{ .� E. Base: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand; meeting the requirements MoDOT Section 1007.5, Type 5 Aggregate Base Course. 'y F. Bedding: i 1. For ductile iron, steel, and concrete pipe: Naturally or artificially graded mixture of natural or crushed gravel, crushed stone, and natural or crushed sand meeting + � ti the following gradations: '••r};N:.�4,;.,,•'.y�: ' a. For 30-inch diameter and larger pipes: Y weight passing percent b wei f, p r maximum minimum f Sieve 1%s inch 100 100 1 inch 70 60 /4 inch 50 40 '/Z inch 35 25 No. 100 10 0 { C. For 27-inch and smaller pipes: percent by weight passing Sieve maximum minimumt.iA ' ' 1 inch ; ,.t 100 100 '/4 inch 100 90 '/Z inch 60 35 No. 100 10 �� '� ;. 2. For fiberglass, fiber lass plastic and copper pipe, and non-encased electrical conduit: natural sand meeting h requirements of MoDOT Section 1005.2.4. } G. Drainage Fill: 'Washed narrowly graded mixture of crushed stone or crushed or uncrushed gravel; ASTM D 448; coarse-aggregate grading Size 57 or 67; or meeting ;.F gradation D or E of MoDOT Section 1005.1.3. C54199-00 023004 EARTHWORK a {. RO—3/19/01 j. s� 2 i t � 't r. ,r �2!acv?M' � y ° �!•�, •°^»?�3 .ty, � J%., ?,�v?.'(..29ts' ,�fr �:.� tt 'J Nt:�'f. :'r. i r,:1 , #e. Pf a,t�^`.,f't!,+..:•r=:' ,k�F(i 7l.�1y.>., 1*;•�'S' �4° {f�•�t. .�; :,��`, a;.�+'',i ` r �.} F,%?: r` l �Y ,��<. 'xt Ott„��3�. �Fi.�n •E�yf r r•�a"c;;, ,�.i�ii`r 1s�i,. 1.7: a ,,1: j t. ,, f •.t:, t ' ,✓ ,� .�t �'jr t. (:jk�{rt�%i't. .rr`Fd'ht{,n5t{��i�'� t. Y{��, r t ,:,1�t�,�,i�M'y+,'',�,:'tyt+t�. 51.�� ,j t.rF _il� r f t + ti r r'{ ` ..! .i�.t� r. , j f ;:1•:.� , �t.r;;Y�� r r J�`,��d�r4�:i�`� M u��s�•�`'11�� S ' .r y� s.:fq�,�l'.rtr,F.`'I°t r.�'`r; t'}.,, .�: ..ry �.1 r7 Yr .J ,rr ..S f r_., }` t5 '.-�' f 1�'} :r,>_.tt t•.i {}ye.+�:';t 4+.tn�t wj�,t'lt t2?z Yi'(f• 7s ''�'', 'A;t yjU U.122 r !t.,,•.3•:t�.11t.}f t't!y.,y :�rh, .ir. rti, •r .s. i:'•:t e' •r, t s t!i"tti. i, ti }:.k '4 f tv7 r Ai{A'• `{'{F91,.. .} C. , .s3 ,; r f f s. 'q/.� ` : !, .i f f P.fy t �r ,i.f drt3 �*,L��}aL�Ni�'Fj'• c7 �. �k C��. t"tYi� r r`..t.; t��g L1,ik7 r. : t�f r . r .:r'i + } '•fit '15, ,.�:;v 7,r'.jlF({i Ct.;�p�t'��t�t�+?[{� ��tt �i,,sa • L5, r t� fay°5rt�}"r' 11 o7i tL' tti ,S}j ` t i,' t .. l itr J t+A .i a U •. ,...xb'✓AeM rarMwx.:Y.l+.ttA*9i++.i..a iw0...x,nw..,.,...... .........u,w�.,,..,: er.. ,, s',.r t.r'.r .,.,ern. ...,r.,r»...+...w�.n.,.,,..,....a.+nx+w.,hl•�iY'......mf't N.r..,:ks•tM..N'rt!}+M,:r+M..eAt'm�.Y,.u..+n•.r-�.a.:...Y...:.�.,...tre '�� ..I i�Af;.,{. t WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI H. Flowable Fill: Mixture of sand, cement, ilyash and water capable of developing a d compressive strength of 250 to 500 psi. iioj 2.2 ACCESSORIES -resistant polyethylene film warning tape manufactured A. Warning Tape: Acid- and alkali for marking and identifying underground utilities, 6 inches wide and 4 mils thick, n continuously inscribed with a description of the utility; colored as follows: g Detectable Warning Tape: Acid- and alkali-resistant polyethylene film warning tape B. �+ manufactured for marking and identifying underground utilities, minimum 6 inches wide and 4 mils thick, continuously inscribed with a description of utility, with metallic core encased in a protective jacket for corrosion protection, detectable by metal detector c i • when tape is buried up to 30 inches deep; colored as follows: 1. Red: Electric. 2. Yellow: Gas, oil, steam, and dangerous materials. 3. Orange: Telephone and other communications. !" 4. Blue: Water systems. 5. Green: Sewer systems. C. Filter Fabric: Nonwoven geotextile, specifically manufactured as a drainage geotextile; t 1 ou;4 made from polyolefins, polyesters, or polyamides; and with the following minimum properties determined according to ASTM D 4759 and referenced standard test methods: 1. Grab Tensile Strength: 1101bf; ASTM D 4632. 2. Tear Strength: 40 lbf; ASTM D 4533. 3. Puncture Resistance: SO lbf; ASTM D 4833. 4. Water Ftow Rate: 150 gprn per sq. ft.; ASTM D 4491. '' y,a 5. Apparent Opening Size: No. 50; ASTM D 4751. PART 3 -EXECUTION 3.1 PREPARATION i ,•y ar`f..t.,:1:,:.•, , A. Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused b settlement, lateral movement, undermining, washout, and other hazards created by earthwork operations. I JA B. Protect subgrades and foundation soils against freezing temperatures or frost. Provide protective insulating materials as necessary. Y`f'ry" CS-4199-00 02300-5 EARTHWORK l 7• J c RO— 3/19/013, i +"w.,u`•'«„pAwwr'"'w'r'°w?wws. 'rtr .7t u 4 l i+' r.?'>,•t�!r��, E. I 1 1 J f 4r{C,}fix 77. .�fit:�` t .;r '�. r ). .t , s i} �, r •y 1 . .�.rr�"'n ` fr '4t ..t e}fir 4 tJ{J�b^ . "ii .�.4..;i•,�� j'!:' i.} i .f "•t 47 s r': s3. t' y. ..i. .. s � t y r.�t .t t < t. :' 1 .t t> r;�il:.�,}�c.'i+}zh y3+\��.�Y>14�,..'r rj.�,�L fj uz d.,;}k}3z} 11',,i t t. , � i i• it r J C slrtt'r}7 rtFSY�jt 1} .4t.•rd,Y'Y,'Fprc; }i�+p,�N a: J3... y � 'y o,. r , {•._. ,, � ,, tt�.i �"`J! 'ri' A �jr� l;rE:`i 1, i t � tfi I _ tA�rRi tit4, WATER POLLUTION CONTROL FACILITY EXPANSION I� CITY OF JEFFERSON,MISSOURI •I ' :1 t C. Provide c erosion-control measures to prevent erosion or displacement of soils and discharge of soil-bearing water runoff or airborne dust to adjacent properties and walkways. L ' 3.2 DEWATERING • y�4 A. Prevent surface water and ground water from entering excavations, from ponding on prepared subgrades, and from flooding Project site and surrounding area. rd B. Protect sub grades from softening, undermining, washout and damage b rain or water accumulation. g� g� g Y 1. Reroute surface water runoff away from excavated areas. Do not allow water to �t�c accumulate in excavations. Do not use excavated trenches as temporary drainage ditches. 2. Install a dewaterin system to keep sub grades and cone g Y P bn' �' y ground water away from excavations. Maintain until dewatering is no longer required. 3.3 EXPLOSIVES A. Explosives: Do not use explosives. {4 tr.. ,.. 3.4 EXCAVATION, GENERAL '' ;a' ' j.frry A. Unclassified Excavation: Excavation to subgrade elevations regardless of the character of surface and subsurface conditions encountered, including rock soil materials and obstructions. 1. If excavated materials intended for fill and backfill include unsatisfactory soil { tjq�'' ? > .::;:r`' materials and rock replace with satisfactory soil materials.' 3.5 EXCAVATION FOR STRUCTURES "' A. Excavate to indicated elevations and dimensions within a tolerance of plus or minus 1 k' P ,4`1 inch. Extend excavations a sufficient distance from structures for placing and removing ", concrete formwork, for installing services and other construction and for inspections. 1. Excavations for Footings and Foundations: Do not disturb bottom of excavation. Excavate by hand to final grade just before placing concrete reinforcement. Trim ' bottoms to required lines and grades to leave solid base to receive other work. ° ? ryx 2. Excavation for Underground Tanks, Basins, and Mechanical or Electrical Utility MIS rtr Structures: Excavate to elevations and dimensions indicated within a tolerance of C54199-00 02300-6 EARTHWORK RO—3/19/01 77 n!'' 't:•.f t fl; i {, r f:t .iH� `�S%.:, 1 S (1 l..t.�Y �y �'t r •rt,,, r�i' t,.},�.ti��- �."y.1�"1. ':C}.2 r ,J ,�+`Lc 4'd yL i s htt ,. ,.'r. ��i J 4 t t S r {;. a.{A)" y J t�•f4p J�„�, ,C�t t�1 °h$� �^H at}.• 44�`rut,.. yt,Jr{ s. .;n,:t.'AJ-v .t+ t r t t ,t' j. ;,�i rj .r e%`::.Ir�rl}t7� t ?I-� `•�' t' , '•,�i,iat J.,f�T'c .it ,{�'.+t+.t: t { i 't r 7 I f r r`;, I,�Jti. 1 i q{�Yi,`Y i5�*�{ t�I7. �t•�i� �i: i �{yyW. .i, I i ;rt rl ,} k c h•+ .r .� s� .F y i I�FPtl4rr�4 R...7�r,�' 't s`��y,f�t,M b� �•qr�+.k'1e P 73 ° � ..,.......-. .,, .+ , > .. , ,, .+... ...,,.... _. ... .. ... ..., .,...... r„r . .,rs,,.*rro.cr..,,..ow.!..—r,+.t.rrm•.a....,...,..,...,.,. .. t .t i i Ftr t�• y. WATER POLLUTION CONTROL FACILITY EXPANSION , .. CITY OF JEFFERSON,MISSOURI I l: } plus or minus 1 inch. Do not disturb bottom of excavations intended for bearing t„ surface. 3.6 EXCAVATION FOR WALKS AND PAVEMENTS A. Excavate surfaces under walks and pavements to indicated cross sections, elevations, and grades. ' 3.7 EXCAVATION FOR UTILITY TRENCHES � x A. Excavate trenches to indicated gradients, lines, depths, and elevations. ,j .,;,:;.,;:' 1. Beyond building perimeter, excavate trenches to allow installation of top of pipe E below frost line. { B. Excavate trenches to uniform widths to provide a working clearance on each side of �F pipe or conduit. Excavate trench walls verticall from trench bottom to 12 inches F' ' ;:.-i:•:.; y z higher than top of pipe or conduit,unless otherwise indicated. Vj 1. Clearance: 12 inches on each side of pipe or conduit, or as indicated. I i (: C. Trench Bottoms: Excavate trenches 4 inches deeper than bottom of pipe elevation to allow for bedding course. I-Iand excavate for bell of pipe. I 3.8 APPROVAL OF SUBGRADE A. Notify Engineer when excavations have reached required subgrade. B. If Engineer determines that unsatisfactory soil is present, continue excavation and Sludge/skimmings replace with compacted backfill or fill material as directed. have Ml been buried in trenches beneath the SBR tank, when encountered shall be removed as directed by the Engineer. 1. Additional excavation and replacement material will be paid for according to Contract provisions for changes in the Work. ,'r.�w' C. Proof roll subgrade with heavy pneumatic-tired equipment to identify soft pockets and { areas of excess yielding. Do not proof roll wet or saturated subgrades. Also, the SBR ;'t ` t n g at least subgrade shall be compacted suin g a heavy vibratory roller wei `.•.,f:};<:;, :1 13,000 pounds and capable of developing a centrifugal force of at least 23,000 pounds. The vibratory roller shall make a minimum of 60 overlapping passes in the north-south and east-west directions each. ,tr i � ;1•�. , CS-4199-00 02300-7 EARTHWORK ; RO—3/19/01 n t � 17i�fr' iYt•1AFfl'kYiEV,(77R'N/Nk.FF�dY:�d'MY�AYX1.Awvktvmfa..a.,. 4 r".+.."r.""v.mt.r k ., 1^ www.w.w r 1t ° Y• `,t.1 G,,.I s ,?fllit ;lSn�'�t )�kfl 11 if� r j�. :.4. F".t z y� l f 3 �. s F�:y qq ::s .t.'. t ,, .i. ,t r, i ;i. t! fo"'t° .i+;,.f°r'v t F'3 t'`f�ydy; t ��✓, 'y, !t.u f . i� S• a r , i� t � .. : 7 i 4=.v 2 yC7 'ii} s vz ,! .. .. .......,.,...r.-•-.,w�..,...o-..»..,... . ...... ... ...y,_,..1•..airuri t FtS C .YxitiMl++vswtr�::��e.m:w,«..•,.......... „1 ..... ............. ... ... rv,..„ n.r ,.,+r, ...,..,. .. j'„ i i a> ,r3tF ' I � , WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI ' I` D. Reconstruct subgrades damaged by freezing temperatures, frost, rain, accumulated i water,or construction activities, as directed by Engineer. ' 3.9 UNAUTHORIZED EXCAVATION s.l A. Fill unauthorized excavation under foundations or wall footings by extending bottom elevation of concrete foundation or footing to excavation bottom, without altering top elevation. Lean concrete fill may be used when approved by Engineer. 1. Fill unauthorized excavations under other construction or utility pipe as directedr 1 by Engineer. 1 ' STORAGE OF SOIL MATERIALS 3.10 ;;.. A. Stockpile borrow materials and satisfactory excavated soil materials. Stockpile soil t materials without intermixing. Place, grade, and shape stockpiles to drain surface ° water. Cover to prevent windblown dust. . . . 1. Stockpile soil materials away from edge of excavations. Do not store within drip .•.i'lt` r" . line of remaining trees. ,:i J��r`,.�•.'r fSi��`�sff'v yr(=: ;+, 3.11 BACKFILL sJ �trtz��{Y j A. Place and compact backfll in excavations promptly, but not before completing the following. r}A :� f2ff'rFy l.•. 1. Construction below finish grade including, where applicable, dampproofing, drain boards, waterproofing, and perimeter insulation. u 2. Surveying locations of underground utilities for record documents. 3. Inspecting and testing underground utilities. 4. Removing concrete formwork. 5. Removing trash and debris. 6, shoring and bracing, and sheeting. Removing temporary 1 �... 7. Installing permanent or temporary horizontal bracing on horizontally supported -A, kFi Y t V t: walls. t ,'e'kgl +rk - 3.12 UTILITY TRENCH BACKFILL V` A. Place and compact bedding course on trench bottoms and where indicated. Shape ,�,f:{;;:,'"' bedding course to provide continuous support for bells,joints, and barrels of pipes andA�r; 4r�^ for joints, fittings, and bodies of conduits. C5-4199-00 02300-8 EARTHWORK RO—3/19/01 �.> t <; �'E��+ _ ,M,,,..,,. •,wu, 1° 1 .1.. "' .3 i T' ` .'�r��'Jr�1..�A. '}. .•,s..�'�rs�•.,;•;»^,..^,-r:^'.ti';+r• ,"""�,"'.a„�+!,r,�t^,!ra'�"' i +� r�:. �i. .?�. f,J�. t'r..i'�u.tet: ;t '�,�+}�;, it. I,r 'fr•:y.pJ >';I;tr'1^i}:;.;i,ya t ��5�). $.^r •:cr� u'�:'is'r•�i:�s7j t'. t4. 511 1 i .1,� ! t i :5 j ,-t. i tivl,Y7 � .f, >7l,r)tf"r•. 'Lf 7 ( ,YI lay .:� il (l f 1 ! A. t 5t '�j7(! L'I'},'`��£S: n1.�d;, tT, �J, .,rr :;,5>`�� ra�tt i•f,, fi ) 1: r ,i. `�lyp. .t1 , l.�i t:,t s+4 ii + .yY. .+., '��, J�'k'i ;Y :t „f�^r tl }�..tt` 15,•t'i r, t..1r t' 1'�.r ' .{. I .r � I lf. .+. 5,1 ,'i.:aa!';, j1P:Sy�'?.� "f;k3'+.�`'gqt hr f`r �"�iY.,•:. e•7rP.!?'.,. S. .,r . '1tl •S� 1 �+ `•t .I 1 1 } 't 1. §: i,,J.S'S' t.�%r t +t.i�'3;`,"t'4i!A,+�4';�I,.i�e�Y`av�i.. a W?w�it«f�. ��'�. r 1r i r z ry � ` �:}� +, .1. i,..l. .r,. 1{ .•.lnftai', �'+ia �^� Cfrti�'�. ;�}, , Jw:++.'M�1.e.WK�YOt.bYbY91�r{N'ReON+ni..t+'s'..J�r,Wnw.x,.,.,,.. .r:... {e..t �.tn,..m ', 't..,\.•.� '.,s l'..,++ .«.,.....�.. ......... ....,. .o w...... ..,a. t t n, ,i t .fn.NIL'MrIFri"k.m YTtb f.MU n .,IFt.�. j` ;l 1rr E I•` l: WATER POLLUTION CONTROL FACILITY EXPANSION ! CITY OF JEFFERSON,MISSOURI 1 . .�r. B. Backfill trenches excavated under footings and within 18 inches of bottom of footings; fill with concrete to elevation of bottom of footings. C. Place and compact initial backfill of base material,free of particles larger than 1 inch,to a height of 12 inches over the utility pipe or conduit. 1, Carefully compact material under pipe haunches and bring backfill evenly up on both sides and along the full length of utility piping or conduit to avoid damage or 4{j°y 1 displacement of utility system. 2. Where indicated on Drawings, use flowable fill in lieu of bedding and backfill materials. Place flowable fill under pipe haunches and bring flowable fill evenly - ` up on both sides and along full length of utility piping. D. Coordinate backfilling with utilities testing. E. Fill voids with approved backfill materials while shoring and bracing, and as sheeting is ,,: , r.; removed. r s� F. Place and compact final backfill of satisfactory soil material to final subgrade. f 1. Where indicated on Drawings, final backfill material shall be classified as ML, r t CL, GC or SC• '4' i1 1j 'JI G. Install wanting tape directly above utilities 12 inches below finished grade, except 6 inches below subgrade under pavements and slabs. t , .'� i�".'�%tax•.�A;,�a;: o"� 3.13 FILL t A. Preparation: Remove vegetation, topsoil, debris, unsatisfactory soil materials, obstructions, and deleterious materials from ground surface before placing fills. t� B. Plow, scarify, bench, or break up sloped surfaces steeper than 1 vertical to 4 horizontal so fill material will bond with existing material. r" C. Place and compact fill material in layers to required elevations as follows: 1. Under grass and planted a ''} 1` �"' reds, use satisfactory soil material. 2. Under walks and pavements, use satisfactory soil material. 3. Under steps and ramps use satisfactory soil material. 4, Under building slabs use satisfactory soil material. ' iri�::l T r�f.j y,lY iF Iii ;. 5. Under footings and foundations, use satisfactory soil material. 6. Against walls use satisfactory soil material or drainage fill where shown. '1.f,� �'fl :}`11,1,[ �y��y''• C5-4199-00 02300-9 EARTHWORKr�. `) RO—3/19/01 r 1�ffi r.r' 1 Y{iFaw kTMx..W .w.r.. Mrwr.1 7717t77;-':`.—, ��r•+r+awr ,dYdlif.�rrv7wpwiYS f J � k ! 1. .'t1. 4:J.r.>•'+V�'1�14�1E1� +n.' 1 «1 S 4, r.,..1.; 1 .1' 1 (';}4} 3�1t,�1��(1 «J f'1 ! �' E,Y= {J,y�} t.�! .( k�� i .r '•5 t j f 1l l , t r IS � 1.1 ly i,l?i'�. f l+i.�!J :1.�, �'� wS t r '. r .,.G r '' `„ + •a \ i t 3t !!a .1x t=' rya ill��.,;, tc �i''��_f y Ly s t 1 v 1. :y .I; (`: � .1. :`t• v 4 i �pAl )' (1 vaoanb.4 }t tE 4, '+i, .f z r a .. .. r t.n •. it i t iPL1 A t k o, , y !.{, , ';� :. ,. ... u,k..,.:..a,.+w...ct,ft tSrdY,ry.�fw,•....,....»..._.........'.. ._, ....�....t.«,.+..:.w.��.u+>"td•4+4? 'ht:��Y Z`'r r2��. �';•' WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI r^ y .i•, ..e 3.14 MOISTURE CONTROL r4'71 A. Uniformly moisten or aerate subgrade and each subsequent fill or backfill layer before \,!KT$'.s,�•';..,... compaction to 3 percentage points of optimum moisture content. `' com o w 1. Do not place backfill or fill material on surfaces that are muddy, frozen, or contain frost or ice. i 2. Remove and replace, or scarify and air-dry, otherwise satisfactory soil material that exceeds optimum moisture content by 3 percentage points and is too wet to compact to specified dry unit weight. •„:i _,�,,;� 3.15 COMPACTION OF BACKFILLS AND FILLS A. Place backfill and fill materials in layers not more than 8 inches in loose depth for material compacted by heavy compaction equipment, and not more than 4 inches in , loose depth for material compacted by hand-operated tampers. Do not operate heavy compaction equipment within 3 feet of walls. B. Place backfill and fill materials evenly on all sides of structures to required elevations, and uniformly along the full length of each structure. "`r-'`ti” � `'"' ' C. Compact soil to not less than the following percentages of maximum dry unit weight according to ASTM D 698: ``"'' 9�ts9,fi�s4%+ 1. Under structures, building slabs, steps, and pavements scarify and recompact top �'2 ; ' f ,. 12 inches of existing subgrade and each layer of backfill or fill material at 95 '#4t>ty<';;«'' rJ i percent. 2. Under walkways, scarify and recompact top 6 inches below subgrade and r; y compact each layer of backfill or fill material at 95 percent. s:; ,'>;Y; ' 3. Under lawn or unpaved areas, scarify and recompact top 6 inches below subgrade , t n..;, and compact each layer of backfill or fill material at 92 percent. 3.16 GRADING free from irregular surface . A. General: Uniformly grade areas to a smooth surface, ,. .j changes. Comply with compaction requirements and grade to cross sections, lines, and ^+n g P y P q g ��.� elevations indicated. r<,j 1. Provide a smooth transition between adjacent existing grades and new grades. 2. Cut out soft spots, fill low spots, and trim high spots to comply with required t surface tolerances. rx t y T C54199-00 02300-10 EARTHWORK RO—3/19/01 .f Gifu'1 b.i�.f.,�!�t•.,'r q,,t,,,,e+a.,n,�..1,,U,,2,,,,. s.-t.;t/•,i.r,: , i yt,. ,� r•-i..«v«,r?;:Mr3.nwuxwwwe.!++.^'7 f�,,� ` Z.!tt' <t/9?,„ ✓ liN t � i7'`f� '�y�iM1:;: F .f} , 1 ,t i r i i�: '+ ., f> ,: .k:.. ”'l s s. j + s.Y�r C f;7`+,, {ryA•i t��.�t p �'x' t y�,' jtt}��,.r fy 4:its, .IJ .j�s (> + :' s f ! r S 1 Sa•1� ,pf•� i •'i•�,tt}Li - h Sir;st ft f+ �.1p r• r< tj , t i {. i.,,� y: f s.' ,+ Js .yr i,f tJ!t1 ,, �ftX a' �tyr,7.` ��1: . �tk}d•� How k .. f "r '.5•,r 4t {}'� /t�'n{-�ti,�s a'S t� ti ..,..1�diwrkrvr+n 4t9r.,MlttA"JPlfiYY1?1{fOlhrn�Y'ni.tt^cwr+Sl.nn.r..„. ................I'ry ..+ra.t 1 , � ..,".. ,. r. ,.e ,,.: ....>,.,,, .,.,,„...,,..,.._...._... ._.�..,....,.�.•..�,,.,+ �+.•;:rri. ,,,aw••,+tm v?•?:,*ert,q:wMroNrt�nw.w+,,....,..,,✓ .i.Y'..., r��zt 3” !i t{t:t E ( .:��• ! F�i; s WATER POLLUTION CONTROL FACILITY EXPANSION '`t •fit CITY OF JEFFERSON, MISSOURI , f Y: / J j.�. B. Site Grading: Slope grades to direct water away from buildings and to prevent ponding. f µ.► Finish subgrades to required elevations within the following tolerances: t; L Lawn or Unpaved Areas: Plus or minus I inch. ( , 2. Walks: Plus or minus I inch, �j ..;t�l. s.•,,.,� � 3. Pavements: Plus or minus 1/2 inch. .�•.:: jC. Grading inside Building Lines: Finish subgrade to a tolerance of 1/2 inch when tested `', sft?,L` with a 10-foot straightedge. 'f..•V Y j•'Uu,.. 3.17 BASE COURSES A. Install filter fabric on prepared subgrade where shown on Drawings according toj�` manufacturer's written instructions, overlapping sides and ends. ,•,...,.,::•, ,:•�;•. �.j B. Under pavements and walks, place base course on prepared subgrade and as follows: 1. Place base course material over subgrade. 2. Compact base courses at optimum moisture content to required grades, lines, j cross sections, and thickness to not less than 100 percent of maximum dry unit weight according to ASTM D 698. ► ";,,;,;fit`3.�'r` 3. Shape base to required crown,elevations and cross-slope grades. 4. When thickness of compacted base course is 6 inches or less, place materials in a i; .r;:..,'..'..•m,t,Er ;•f: single layer. 5. When thickness of compacted base course exceeds 6 inches, place materials in €, equal layers, with no layer more than 6 inches thick or less than 3 inches thick f =; when compacted. 3.18 DRAINAGE COURSE A. Under slabs-on '' f'`„`.'.•,"' i -grade, install drainage fabric on prepared subgrade according to manufacturer's written instructions, overlapping sides and ends at least 12 inches. Place drainage fill on filter fabric and as follows: ' SSS...iiiddd }'.';;,G�?;Xi;11y,�,{{ •"r;. place drains i. B. Under slabs-on-grade, ge fill on prepared subgrade grid as follows: 1. Compact drainage fill to required cross sections and thickness to not less than �j ; _•."` w:''"'`:`i :', 100 percent of maximum dry unit weight according o ASTM D 698. If drainage g fill material does not show a well-defined moisture content-de `'07" nsi relationshi compact drainage course with 6 overlapping passes using a walk-behind double ,.• ; ;(t� ,is ry roller weighing at least 1,500 pounds. t'. y,, f l fit. drum vibrato " � °�'• 2. When compacted thickness of drainage course is 6 inches or less lace materials 1, P g P ,1.4-o in a single layer. x' �T 37. ^,:t `� '• C54199-00 02300-11 EARTHWORK :'' , RO—3/19/01 ': ;1+'El,a1.;; ( ,q �.,, � A�?t �r'A' °IVftV FX4titE+s"t"r,.w.• —j --.•-.,ern«+,..- ..,>m..r.,,m�r , r .....,,,.,,.,.,,,t„w,o,rncya twt°FS t'?oNniM'71+ Mr aR j"'' i ti:' .rL BYi 'SY'.t: !•i ,`t t% 1 r`' .t '-,.'', :,,-,•,�7F. .f ,7A.�'Pa:,:;';.; � �' •;t , tt. ! y, j t .1 , 'Pr f' ,S'%}:rn��.,%^ 'l flit l 'l�i ,.i 1 :�.f��•a,�F{?tii:l'r 1i� �,r}' r' � ,} t. " r f_ .� F t r 'j •1� :t el4,s�i�'P�, '�••yf'7�t4i�r..4 �'t, t ;t>a hf i•l YEA .� 'f t i ,, r" t,�t. :r l r' j. t ? }: f �.1, n ., t r�; t)r/d3. }�}4;}t"Li ;�; �.r�wj Itl,i;6 cf t; r � t •`r i', Y " ?1 .S c Jr jf ; t 3' ,��J,,S f7 k`F .Ff,1� "fit N 'Sr S;{ JI�f,'3: { r tt' :tl y' 7 � t,. 5 r jy),' r t fjl .•,3 lli 1F '`.,Y 1,J'':' ,Ie,l1. �)��i jf�,t?c; Inn t } { rY. f i l 1.' I .r f �.: � r� �r•��r l ''r4�sr�., r wwwa.rur.•.,na....«.,..i_........., ,. .....,...,....r,„... ,. ...,.. ,, ... 1, r S + 4 r<::'( WATER POLLUTION CONTROL FACILITY EXPANSION ' CITY OF JEFFERSON, MISSOURI 3. When compacted thickness of drainage course exceeds 6 inches, place materials �. in equal layers, with no layer more than 6 inches thick or less than 3 inches thick when compacted. ; 3.19 FIELD QUALITY CONTROL A. Testing Agency: Owner will engage a qualified independent geoteclinical engineering testing agency to perform field quality-control testing. B. Allow to sting agency to inspect and test subgrades and each fi1.1 or backfill layer. �� yi�.';,3,�•�'�:---5, -., Proceed with subsequent earthwork only after test results for previously completed4,�'%?,',a,:, work comply with requirements. y C. Footing subgrade: At footing subgrades, at least one test of each soil stratum will be performed to verify design bearing capacities. Subsequent verification and approval of other footing subgrades may be based on a visual comparison of subgrade with tested subgrade whe n approved by Engineer. J D. Testing agency will test compaction of soils in place according to ASTM D 1556, ASTM D 2167, ASTM D 2922, and ASTM D 2937, as applicable. Tests will be performed at the following locations and frequencies: 1. Paved and Building lab g Areas: At subgrade and at each compacted fill and backfill layer, at least one t y test for every 5,000 sq. ft. or less of paved area or building slab, but in no case fewer than three tests. ;.. -. •s;{;a,!' 2. Foundation Wall Backfill: At each compacted backfill layer, at least one test for `,{; :t`".'Q;`§,,4a''?''1,"V: each 100 feet or less of wall length, but no fewer than two tests. 3. Trench Backfill: At each co initial and final 4•'°�'�"'£`�v''`` compacted ini nal backfill layer, one �•: 4`°`' ` ' at least a test for each 150 feet or less of trench length but n ^`} �r''•:.G,,,rf• �<<,; o fewer than two tests. ;:'r;asst r!fyiir,R,^..:"v�ri�• ' E. When testing agency reports that subgrades, fills, or backfills have not achieved degree of compaction specified, scarify and moisten or aerate, or remove and replace soil to depth required; recompact and retest until specified compaction is obtained. 3.20 PROTECTION lki�.i 164, � f ` ; A. Protecting Graded Areas: Protect €, newly graded areas from traffic freezing and "�?`��ft=�r�{-�� E•'-'•' erosion. Keep free of trash and debris. rl ,i�{` �,i�'i;, �r �.'•.:ter,: B. Repair and reestablish grades to specified tolerances where or completed partially .,,•�' P Y s . completed surfaces become eroded, rutted, settled, or where they lose compaction due to subsequent construction operations or weather conditions. 1. Scan or remove and replace soil material to depth as directed b Engineer; �' P P Y g � reshape and recompact. C5-4199-00 02300-12 EARTHWORK RO— 3/19/01 r rj,y� '".,."., ttlt! a ; r S +.....•«««,.n. .. - ..u,nrrw'+Mr.�r.aweww..w..r' t ,. -•!• r .a"'� t /§I4' t . .� ''tt 1 r��'. r i. , t �' '' i r 7 r t? i�r -G r h� 2 •.1 ` ` tHf t t7 c .5 :5 1 1 .ro: .r.. l4 1 ,(sLl �' j�5�, k Y fA'v',, ! 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'r f,l. is ! y t ate <.{ d 4 1.4'r k4' r +v'� itCr.r' 'tc °x:tl; >,�tS , .i .1. 1 x Y :+�Y. i'� 7'r�f'.t }t F :'b ",~. s.�.'tHr"1• .^7r:•J`".?3`p{ Yht , A Yrr�vJA. y'{i •i;{�..s:�r tide'` , t ' # 3q.. 9ti°e�,��'Y.t: v�'rt;'xp^, 5.':;tea.�;i y {fie xy ?T{f 'rt t t l `+! r ,fir rot }.•t Kxt ;t s :t. 3J' xt '� �• , .Ni .Ifn .n6 tU�t` %ri;'. ?'t•'bf.1i�^�d� v.f r t � �z t .i. .t iti H' :{n it.!3!� t5 1:,'C�)i ,LA; } � }{ + t tl�tj S shim rf Y:1 !r;J '` �' ! t i t:' S •}'' �i#},! f .iry r3 44 rf r,•.. �i•r. d,i1'i�{ t'�• '�+' 7'6 +rt:. .S�`'a Y. 5 �:' t '{e'' ir t't. r,bi .� d 'y�d a1SKi t7 1. •j' Y it #• .'�;- v,{Yra,p'C..�,��7.f. y�. � � ,y ,9 5 2. a Sr il. Y }s c ��,.t ��•t i x:� � S%C;#'s '4" y,`; i� t(Y�. .� �iYll1{1�i6"%Qx"F'' �`Iw�ifaY.•awfS'�l.}. Uf}!, 'n t ,!, t t` { t.,' ` 1'. r�YtL 3� x {5..�.td,r i.'t!!r{�fi•'d'�Y�i.Y'wF:,',"t•.�S�.t,y?r�.Ft��i�ts;'!'�`i,Y:.'Y:::C, 4, F »�•.k r �.:. 'kiC.`'•a..S,Ja..,11�uh'�rrtr4rti"c;v!r�:s�?nv±ibtiatrtmtn++!ir.�,;r� ,, t �...• r r j t; t Ott t t i :o("� r` �e .:� Y<i�rt(� �y? •k's4''' f WATER POLLUTION CONTROL FACILITY EXPANSION :t CITY OF JEFFERSON, MISSOURI `' }s;'t` •c C. Where settling occurs before Project correction period elapses, remove finished surfacing, backfill with additional soil material,compact, and reconstruct surfacing. ;:a., 1• Restore appearance,quality,and condition of finished surfacing to match adjacent O work, and eliminate evidence of restoration to the greatest extent possible. il 3.21 DISPOSAL OF SURPLUS AND WASTE MATERIALS A. Disposal: Transport surplus satisfactory soil and unsatisfactory soil to designated A. storage areas on Owner's property, located to the east, adjacent to the Project Site. •'F' Stockpile or spread soil as directed by Engineer. 1. Remove waste material including trash and debris, and legally dispose of it off' 4r$E Owner's property. ' END OF SECTION 02300 .' at'. 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X,s''' o-f: ;?i� ,.xyx jp•)s�'�:.'�:-p`:•if•.`t.#'�iix�'•'k •' f� ..t i ',c 1ry S" ..j ,.r.*;'3c'rr,r .t. .�s .��' :. :l, ,1•, :,.,...: t,,..r �. .,,.�,.,.,ts,.. t ). ., '' ,.w:,.nw1•N,,,.xn•p..>r,•crn•.,ct i.:+.n+9•iµ•w..naa...»,;w.�.:._..�..z.... .:..::. ..... ......_ .«..r,..»r.,w,.l:«w...,,+e3,y:,.w.w.M>tis wrrarw..rswn.,ur�+..:.,r.I.�t�i'n.��.ils',.s'�r'«�5�;ki?k�'{ ��';t�s7�•'`'��tt;'1 :.iaYk •nd.a+le+,�.ue t,F.�r.euK,ikw,ywircr,r-s«w,...y...,ti.d„_„r.:,...,..'..,,..�...:�».,J.a WATER POLLUTION CONTROL FACILITY EXPANSION •! CITY OF JEFFERSON,MISSOURIr-' SECTION 02510- WATER DISTRIBUTION 1 PART 1 GENERAL •+ 1.1 RELATED DOCUMENTS oil A. Drawings and general. provisions of the Contract, including General and Supplementary ` t P apply Conditions and Division 1 Specification Sections, a 1 to this Section. 1.2 SUMMARY "i A. This Section includes water-distribution piping and specialties outside the building. B. Utility-furnished products include water meters that will be furnished to the site, ready for installation. ,��,r��ttrrti.;;t�4>t';;:1.�;•tip}. 1.3 DEFINITIONSY} �n.tx eol A. Water-Distribution Piping: Interior domestic-water piping. ,t'�•'$ ��%�`k�!''�`is`" �,lt ritip�sLHy�l'S:';:;. ' B. Water Service: Exterior domestic-water piping. ` r.;.; 1.4 SUBMITTALS A. Product Data: For the following: 1. Piping specialties. 2. Valves and accessories. B. Field Quality-Control Test Reports: From Contractor. Wal •yF^, I!/5[�45,14•!',`n,�� § C. Operation and Maintenance Data: For the following: 'i x,'„•;'. 1. Valves. 1.5 QUALITY ASSURANCE �� s ;; ,f 1 * A. Regulatory Requirements: 4E> 1. Comply with requirements of utility company supplying water. Include tapping ,:. of water mains and bacicflow prevention. 2. Comply with standards of authorities having jurisdiction for potable-water-service piping, including materials, installation, testing, and disinfection. s< 7,r ka ;. ++ C5-4199-00 02510-1 WATER DISTRIBUTION { RO—3/19/01 '1 j X�#h•*� .b�t},.s s11 1�1i•2•'S r,y:t t,s)R•'.?K`r;�,#.},r,s.::a�ll_l,�`,.rf"E�,i`vi��d+.,.:•tr;,£-{a�+�'.1 4.,(aC 4.r f`.kx�;j.h r:,:'.)).',�,''.,t S r1'r-!t,..�.,.+J:`.t.v.•f•.§'.d'f;1 M1*.+•,'.:s.';.x>'.t',•f.�..:t.l'3n.aRY.,).j„..o 1•°`.r'i'i+Vi�=;ai..,c.et..;.y{,.'sr.':,'t 1�•.t'..x1t,;,,.,?.�s1'a;'1!”.�:1.}'.+-'.7 t r.!';.t..i.t•,,.:a,5t�•(,.'ta<-v7 J,.,{^'.,5'mo,•,.„,`•F,r,d i'+r.'t S•.h.•.>.;st`'i",;',1.!,)•�..s.r�r�;s t;y 2iv',”.,�T'.R';.;'i i;=.iS,',4{fS c2`.,i•';'..�t t°tv'�''"r i r"'.,.`-tt tc,;,i.,4 t•,j^!.f.i r',,.f-f.,.�.'1 P.MG.c'Jttl,'`Y.,•,"�,?t�tt,"r i"...bt i!7,•��°s�,;'t..Ti»,1 tt 1 s,.r.I'r.�t T'4 d,t•.''i�1;":7tr"s''if�r sa,l:'Ct'..r.rJ r:i J.,:•?''��i�t,•,+t?>i�1:y<,':}r,'ltrt:v.r.�„•'lu tt{:'r'<+�,',;.,,..'�p.,s»i ai.id.*.t1Yt,,ir l r q�ni:,'..,4r?x r.a�,"t'`.,,§,J,;'a x t'.t,''"�n:).tS 4.:!(..�.`h s.i::•;,t r7;.+4'�i..�:��•.•„`r�l.,t f'.i,M1.'f�37°,�C.a..`"yi,.:r°,t.'^,,1.,:i,.;i,a/,ur#:x ti.i fi.fy.j,,ra'; W't e f•d 4'",.1,1.�a)..°$'�'y di.C, •+4 f#4t <}, .' i}. n vkx;. 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',; Tf t; iI P {y p)t*Tt �� ,� t;I r T,t tt.} �.r'(b y• " , r 15 ! �, r ty , j.,, c k'S ffti,f i{. 4Y• WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI "- ty ✓I B. Piping materials shall bear label, stamp, or other markings of specified testing agency. =� C. Comply with ASTM F 645 for selection, design, and installation of thermoplastic water piping. D. NSF Compliance: 1. Comply with NSF 14 for plastic potable-water-service piping. Include marking "NSF-pw" on piping. 2, Comply with NSF 61 for materials for water-service piping and specialties for domestic water. 1.6 DELIVERY, STORAGE, AND HANDLING , A. Preparation for Transport: Prepare valves according to the following: F I? , 1. Ensure that valves are dry and internally protected against rust and corrosion.' ".;,f: u,`..,•;'; :::, . 2. Protect valves against damage to threaded ends and flange faces. 3. Set valves in best position for handling. Set valves closed to revent rattlin ` B. During Storage: Use precautions for valves according to the following: : t'y Yt� 4' t�s �' l tit 12Jt 1. Do not remove end protectors unless necessary for inspection; then reinstall for L / t storage. 2. Protect from weather. Store indoors and maintain temperature higher than : ; .+ ,. ambient dew-point temperature. Support off the ground or pavement in watertight enclosures when outdoor storage is necessary. C. Handling: Use sling to handle valves if size requires handling by crane or lift. Rig valves to avoid damage to exposed parts. Do not use handwheels or stems as lifting or rigging points. r r. D. Deliver piping with factory-applied end caps. Maintain end caps through shipping, storage, and handling to prevent pipe-end damage and to prevent entrance of dirt, ,•r debris, and moisture. yl'i7r I., E. Protect stored piping from moisture and dirt. Elevate above grade. Do not exceed structural capacity of floor when storing inside. 4•, {� i41�<� t, F. Protect flanges, fittings, and specialties from moisture and dirt. �'A .:F Ar G. Store plastic piping protected from direct sunlight. Support to prevent sagging and bending. 3 �, 'µSS 4'(J,r�"•;;'. •: Fri .r Yi' CS-4199-00 02510-2 WATER DISTRIBUTION . RO—3/19/01 Eli ' re '/+'K.-.•t,Z..7,777,7777 :t ,•.,urn^T'ggW0.'GCp`t"'A 'K[iRatwu^N'1"'.....' ., `i;:��)t� . 1 It,r, j,b , '. ri�•tk yr .Q;rt�45f� .�Mt/(i't.; t >f ;{. i' , � 4 x �t .r j'C � , L t '��f�� u��. �: .k�,';•, h ., t t ,>�' r Yr w 't �.,�1 f, 7)}�,Yi,'• 7•tr,. 3 • ';�t �, � � z t + t r.'ti6 r/I t'" ti ;; . t. ; c �+ l•{��{}. u � " + J�'t} t `� s f'U,(rt��7a'?fit �I ,,,,:•t '�r.: � •},t?,J,..+r:r ll`�� ,4.Tt. 7 t _/'� ,. t `t t r:,: tr a=" '•J{ r i. .,ti..,}�� (t s,f{ti,�(v,+Y: �,•.id}`I�{:.z•�„ ;'+�. 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S'+i� y r, :.u.;,rvkwiVa�nnvS�+i#if�r�tNi»i1.'6hrrv�ko!+xzwrtewruMrre:+si ,z...,...w........._.A..».,.,.„...,•w•,M�>=k ..�••;,..•w,.,;.*,r..,„�h.,,...a.a .............i .. ,.,.,...»..,r,w�..wwtvitk:Yh,rMUit nttMtrmK.nYri't,+t�tt'wttt!KMa+ieivt�iv,,'avy�t;w..ut�«..;,..,`s1�'w4..,�:'�,:•,'sjrjy`r,T,`tt�•`� n },: WATER POLLUTION CONTROL FACILITY EXPANSION E>::"',.,,'',. `•• CITY OF JEFFERSON,MISSOURI '''y i V4 . rt: y us t` 1.7 PROJECT CONDITIONS Frtti, sy t' i "t A. Existing Utilities: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to ` provide temporary utility services according to requirements indicated: 1. Notify Engineer not less than two days in advance of proposed utility interruptions. 2. Do not proceed with utility interruptions without Engineers written permission. xr�, ;i r rx1YG' r:'N.n T t 1.8 COORDINATION A. Coordinate connection to water main with utility company. Tyr^�`Y✓.A.Sy;r': ") i a PART 2 -PRODUCTS {{(y{ VAR 2.1 PIPING MATERIALS ' A. Refer to Part 3 "Piping Applications" Article for applications of pipe, tube, fitting, and A ," ? loininO materials. .7 2.2 PVC PIPE AND FITTINGS �a� yr. tit. .,•,d: A. PVC, Schedule 80 Pipe: ASTM D 1785. PVC, Schedule 80 Socket Fittings: ASTM D 2467. `i' J 2. PVC, Schedule 80 Threaded Fittings: ASTM D 2464, ' B. PVC AWWA Pipe: AWWA C900 Class 200 with bell end with gasket and spigot 5• ;� r f end. �� ary�`•C Sri,r,,�;t}. 1. Mechanical-Joint Ductile-Iron Fittings: AWWA C110 ductile- or gray-irona�tut'' `� n's liti,� • �r standard pattern or AWWA C153, ductile-iron compact pattern. titi;�i�f a. Glands, Gaskets, and Bolts: AWWA C111, ductile- or gray-iron glands, rubber gaskets, and steel bolts. VT 4 s+:;A � '�s?•.tit...:•, y t... 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'' r a �, a.x v=i,:d` � .�,`6+�. •.ors, .,'•I'r J,,,x�r,, }' ,A:' s. �io"� , r: ¢ ,r +z, s z., i i a ,t t.7.r `•1t�7 t .+4.�1.[.; v'.ti', it..} J`+ .�. � i~r. .,.:.,.`:,:.r '.Ii. .�:r5?.. t �r'}•`, =rY• i _e. .;� t, t, t •:,. :1, „t,.t..`r; 'r 'h„t'1� � ..1, t.�.•, b,.. ,7 e',Y`:g �'i.'�rat''tlr., °•T+>',..�4;5.;, ,ri;''�Jri•:.;'1�y � � {t"( -��` n'1�1. t I' ! i' .�,,, ,,t' �•. `r Y`.:. ,1`t`rh,a+r .'r r•.at.. ,j�t V t'lrq lyY:. yyt',r.s..r ;d1+', ,''�"�y y J Sty ` t1F t:rwMmr.nkniJ.«..5.»re...,,.vaL u_... . •• ' :.�.v:t.rv„r .r,v t. „!'•hc.A � t 11 4$� +� . , v WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI 5"r ,1 2.3 JOINING MATERIALS A. Transition Couplings: G;;,; Underground Piping, NPS 1-1/2 and Smaller: Manufactured fitting or coupling same size as, with pressure rating at least equal to and ends compatible with piping to be joined. P g P ' 2. Underground Piping, NP S 2 and Larger: AWWA C219, metal, sleeve-type ?: coupling same size as, with pressure rating at least equal to and ends compatible m atible '•a'"'`�'�� i with,Piping to be joined. P 3. Aboveground or Vault Piping: Pipe fitting same size as, with pressure rating at k `, �7• least en to and ends compatible with r P ,piping to be joined. B. Plastic Pipe-Flange Gasket, Bolts, and Nuts: Type and material recommended by �'� ?� piping system manufacturer, unless otherwise indicated. is 'M 2.4 CORROSION-PROTECTION ENCASEMENT FOR PIPING ' Encasement for A• Underground Metal Piping: ASTM A 674 or AWWA C105 PE film N1� 0.008-inch `` E`' minimum thickness, tube or sheet. �`•'>'wF��`;t;t�w '' f 2.5 GATE VALVES t3 � A. AWWA, Cast-Iron Gate Valves: Nonrising-Stem, Metal-Seated Gate Valves: AWWA A CS00, gray- or ductile-iron body and bonnet. with g g Y th cast-iron or bronze double-disc ate bronze ate rings, j'" s=LaY^'•a�,;rt'.,,,,, bronze stem and stem nut. a. Minimum Working Pressure: 200 psig. End Connections: Mechanical joint. tuft. C. Interior Coating: Complying with AWWA CSSO. ; ;' j'Y'<<•��r: B. Bronze Gate Valves: t,1N' 1. Nonrising-Stem Gate Valves: MSS SP-80, Class 125, Type 1 bronze with solid wedge,threaded ends, and malleable-iron handwheel. ,•: .,. r ''..7;;:,:; ? 2.6 GATE VALVE ACCESSORIES AND SPECIALTIES i4f•r.�; ;: i.'`rt?. A. Tapping-Sleeve Assemblies: Comply with MSS SP-60. Include sleeve and valve •f" ��`��'r 'r� r compatible with drilling machine. 'r:S+a 3i ',•, (1111�1 rrq��p�r1 rr•r ..,4Sk�. .•iii.;"�+� C54199-00 02510-4 WATER DISTRIBUTION RO—3/19/01 ?'1, .t ^""^Fan iruwer. — pVl�.p� y lj }Ta+��q�'�'��'�Y},,"3�^ `,G} :� E! rt Yt � f 4' s .,;.. r .,.r„,ewy+,�n�►�n,,/,pw�t.gttytywt.,we.r,«.., .....�...... r ff� �' ��Y�'S� `W' bl'!i` .�\h.�C., t°f i�i�i�.ut�• :t;! � !.t .ter. +.Z{: t t=. �i �t ,,. <. ...i, . ' r.. ...td E=f: .t5 1i; !!t.``�'r?�^.5� . s�r;ft�� I�,at b''j t r; .: .d. bb.��?r�1•r ws,•;},'y v ? ;:`.:'n',.,�:1�.�,�• i fra.f} 3` s 7 T.. � ? i,, ti .r u:�-'S.t.ra.• "!r i� .::,�,fs, .e �'�. a,aq ti ; { .a�1. :!§... ":F��t,,, t;r(' r. .t.• r � , ,s.� .�! t r .l 'ii�t':•Uiiil,s<,.4: r, {,=. f�`yJ,�t,;,,1�,) �AS.¢.�^;��;•:: ,�}r� �},q',1k:�� y,. •s,?. ,'i" 41 S r 1' 1 'tom��`' �t = +�':=fJ�' yi ^" �i.i. .�Y,A:✓�rnt�,¢� 5i `t',• r ? ?t 4: n .��`�! .7\ 1 tt :,.. t$.N; ii!.�'�'.�S tf s, 1�'"•t:"Il,'.` t. -�'•� f�r(,ww� s)�� .r r L. F;f• t ? + = 1.. 4= c,.�:.., � .}Y � .�c rr1.s•va, '� ,;;, n4.,ti,a= /+ '' F T...:i. a '.).t� .t `.t fl . `:Y�� ...2, aTr.p. t.,-.•, 5S` ftt � n t f + a { ,,a +j i tta � ,t�' r , .. . �; {�' Yi ijrt 1•t +tt i ' ' ,a 4 1 i • t �r _n,,...w.F..w,..,++:.w((,r++r�i+•�..1.-.r,�..x we ,.r..,.�.. .,.. ,._,. .s..,,. ,. ., a, ,v-_,.v.,.. ..,,,._-,.•�.•.•..M... .. ............... ._.,. ,...,...,...,m•,+v.,u+ero4e,.v..r.. v-nnNr.:«am.tr ......... ..............,. ..1. ,�t 1 f {: r., WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI : .,.;�'' 1. Tapping Sleeve: Cast- or ductile-iron or stainless steel, two-piece bolted sleeve ' with, flanged outlet for new branch connection. Include sleeve matching size and type of pipe material being tapped and with recessed flange for branch valve. 1. 2. Valve: AWWA, cast-iron, nonrising-stem, metal-seated gate valve with one a raised face flange mating tapping-sleeve flange. 2.7 CORPORATION VALVES AND CURB VALVES A. Service-Saddle Assemblies: Comply with AWWA C800. Include saddle and valve compatible with tapping machine. 1. Service Saddle: Copper alloy with seal and AWWA C800, threaded outlet for ';:: �:!� corporation valves 2. Corporation Valve: Bronze body and ground-key with AWWA C800 threaded inlet and outlet matching service piping material. iii J':� ,F'. 1,•.;_.;,;:. B. Curb Valves: Comply with AWWA C800. Include bronze body, ground-key plug or ball, and wide tee head, with inlet and outlet matching service piping material. ti C. Service Boxes for Curb Valves: Similar to AWWA M44 requirements for cast-iron ' •'l�F.'.y;,.,., . valve boxes. Include cast-iron telescoping top section of length required for depth of '``:';r", h•'•; `,r } ' burial of valve, plug with lettering "WATER," bottom section with base of size to fit , f n = 't over curb valve,and approximately 3-inch- diameter barrel. 1 1. Shutoff Rods: Steel, tee-handle with one pointed end stem of length to operate deepest buried valve, and slotted end matching curb valve. ;:;;:...:,,.;.r;.::;:,': .• 2.8 WATER METERS A. Water meters will be furnished by utility company. �� II .rrJS 2.9 WATER-METER BOXES tx ''ftf t A. Description: Cast-iron body and cover for disc-type water meter with lettering "WATER METER" in cover; and slotted, open-bottom base section of length to fit over s service piping. s ` 'l Ki�ny,r ftty4l::r,. PART 3 EXECUTION r^ 3.1 EARTHWORK )rPK, Vii. !':..I i��yqi�;'.ir•'�,�.,!di/.f�. A. Refer to Division 2 Section "Earthwork" for excavating, trenching, and backfilling. l�k �±`; C54199-00 02510-5 WATER DISTRIBUTION RO 3/19/01 �;,.a • �r'>' ;'i .��'t'� ° i NotiF'r�14C'x�i��&�,a�+Y�}%1%�t%'ll�Rt�tMf+?"°,w rru.m.nz.v.xt+reuraes t+renwxm.«r«. .."'-"^wr'^'e'nlat�,rl��,vvertra4wal+* t1).'{�b 1 V^ tii. �,.v}«.}�., It,Y� Y ii 1.�": .1. 2i. i .t :•t .1 1 /Il)*1j r� fL JI},A 7'1}r,..t N `' ;p7. 9f r .�,S t.,S iif rr 4 '. a ' •'� f .' i l �' r tt 7 i r� h r, .. t n ; a / ,L F WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI 3.2 PIPING APPLICATIONS A. General.: Use pipe, fittings, and joining methods for piping systems according to the following applications. t-, B. Transition couplings and special fittings with pressure ratings at least equal to piping ,'a� ` r, ' pressure rating may be used in applications below, unless otherwise indicated. NO C. Do not use flanges, unions or keyed couplings for underground pipin.g. D. Flanges, unions, keyed couplings, and special fittings may be used, instead of joints indicated, on aboveground piping and piping in vaults. lk ' 0'Yk E. Underground Water-Service Piping: Use the following piping materials for each size :range: 1. NPS 3/4 to NPS 2: PVC, Schedule 80 pipe; PVC, Schedule 80 socket fittings; , and solvent-cemented joints. 2. NPS 2-1/2 to NPS 3-1/2: PVC Schedule 80 pipe; PVC Schedule 80 socket , r fittings; and solvent-cemented j oints. l 3. NPS 4: PVC, AWWA Class 200 pipe; AWWA Class 200 fabricated mechanical- joint, ductile-iron fittings; and gasketed joints. 4. NPS 5 and NPS 6: Use NPS 6 PVC, AWWA Class 200 pipe; AWWA Class 200 fabricated mechanical joint,ductile-iron fittings; and gasketed jourts. F. Aboveground and Vault Water-Service Piping: Use the following piping materials for ! each size range: 1. NPS 3/4 to NPS 3-1/2: PVC, Schedule 80 pipe; PVC, Schedule 80 socket fittings; and solvent-cemented joints. 3.3 VALVE APPLICATIONS A. General Application: Use mechanical joint-end valves for NPS 3 and larger k` '1 underground installation. Use threaded- or flanged-end valves for installation in vaults. Use UL/FM, nonrising-stem gate valves for installation with indicator posts. Use corporation valves and curb valves with ends compatible with piping, for NPS 2 and ;,�'A ;. smaller installation. !) ,��;, x�4��,AK B. Drawings indicate valve types to be used. Where specific valve types are not indicated, the following requirements apply: jip '''' t 1. Use the following for valves in vaults and aboveground: C54199-00 02510-6 WATER DISTRIBUTION RO—3/19/01 ' 'X52. 3d '�,,,y'v^'n••±ww.+�M,wr j 1.. ."11M'M, isYvatxw+t+n«.+'w^^. fir• .•.••v'trs.'M1ttr*:,ZngIWA •, . -m t?r 1, C I•'x 3 4 ��},r, y?r F? + s t :s r r r, .{:1r,.F s?` ! , s .x.�•• ' �", 1 i f ..)'�'#,yt f t t F , i It 1 .. i �5 I ( f' ' � ,r�.�f�?1 S i'�jt��f DV:"o�S(!i�U'� Jr�l'• y•t" b �t ! , 11 ''4 +S t '� t .S, i+ t. '."'I.f h ,r�.�.��,�j�S Fi�f�¢.r•,„x „�'S j. r+ t`�M � + + •'tY i � I , �)7�i,y�rtf� �"£ratS�13j4�y�t �"*�7gz5��pt \AY Y , Yit„is^[t4 l'ttv{4.•kA'.N•Y�IAkMwvre..W t.+rnn,rin:MwH� tt4� �Sr .r... ��.�i'1i��i y:...t tip,r•r;,; WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI a. Gate Valves,NPS 2 and Smaller: Bronze, nonrising stem. b. Gate Valves, NPS 3 and Larger: AWWA, cast iron, OS&Y rising stem, metal seated. 3.4 JOINT CONSTRUCTION ;;'.•.;,.,: ! A. Make pipe joints according to the following: 1. Ductile-Iron Piping Gasketed Joints for Water-Service Piping: AWWA 0600 yF�...<:rr,{ti•,� and AWWA M41. 2. PVC Piping Gasketed Joints: Use joining materials according to AWWA C900. ''}� T Construct joints with elastomeric seals and lubricant according to ASTM D 2774 or ASTM D 3139 and pipe manufacturer's written instructions. ' 3. Dissimilar Materials Piping Joints: Use adapters compatible with both piping materials,with OD, and with system working pressure. 3.5 PIPING INSTALLATION ?' v, r• j A. Water-Main Connection: Arrange with utility company for tap of size and in location j indicated in water main. B. Make connections larger than NPS 2 with tapping machine according to the following: 1. Install tapping sleeve and tapping valve according to MSS SP-60. 2. Install tapping sleeve on pipe to be tapped. Position flanged outlet for gate valve. 3. Use tapping machine compatible with valve and tapping sleeve; cut hole in main. Remove tapping machine and connect water-service piping. 4. Install gate valve onto tapping sleeve. Comply with MSS SP-60. Install valve with stem pointing up and with valve box. C. Make connections NPS 2 and smaller with drilling machine according to the following: 1. Install service-saddle assemblies and corporation valves in size, quantity, and t arrangement required by utility company standards. 2. Install service-saddle assemblies on water-service pipe to be tapped. Position outlets for corporation valves. .t l 3. Use drilling machine compatible with service-saddle assemblies and corporation i] valves. Drill hole in main. Remove drilling machine and connect water-service 4. Install corporation valves into service-saddle assemblies. ;�.,tlf,,a�{ u 3 5. Install manifold for multiple taps in water main. � f..n is .? 6. Install curb valve in water-service piping with head pointing up and with service box. ff//�.r.ni•t,'•77i;+5:i.' gr ;Vi'' 'a'am C54199-00 02510-7 WATER DISTRIBUTION RO—3/19/01 40 r w,- �> u..w,... .--..ww.wM +w*«k.cf• ( y�t}��1 � gY'��•,11w.iM.lgp�SIIN'Nlf�d'ns' IIT<i,%�NR't'^ -n,MwnNAwN7f{YkG1ti11W,FK'�CS,�Y�iw �(''°�M MNRFr�T�tl�1X�+IM#"M�w� y 1 �'�l ,f 3. ,' yak ,tia,, iy., � ,( � .r ,, 1 '�1, � I = f��1, 't' 't f' +f�� ry,7''j.,c�,•'�'��Se� '�tS�a�S�!r`�y M,t•��J i t Y( ` t .�. •' t + r, .�' , r ,f�a:i,e�.,4•t��'iV.i��4Y 7�y r�`I t'�:F �;.k,. :S•+, �i" ;' „ .�ti r .1�''_t. ±r �,� t,t lr�q� .p t' � ��,� 1 P •t .1' , r } S ° ti ` , �.:1 M'a ki .A,1+'r t�.ar•�, tj F�,i��' t 46 =t � S/ 'h'r a i :•V .i ; tl {'l�t `<�ai�44 t f: �ro r., t t�. k t .: .,, � �•..t r r i' ; I{r' ��f�t�`�.frt�°;�`y 1 . .1Ykt:@I/dt'Jt10MMYnvNa.a4 nAuwl..,+......... ..... -...,.rn e..Ue!4.?Y Yr.�."..nl l •,..r..i`."r..,...,u...., . ............. ..._ ,� , 1 ...w . � •� 1 J f, WATER POLLUTION CONTROL FACILITY EXPANSION 4 CITY OF JEFFERSON, MISSOURI D. Install PVC,AWWA pipe according to AWWA M23 and ASTM 1~645. i E. Bury piping with depth of cover over top at least 30 inches, with top at least 12 inches below level of maximum frost penetration,and according to the following: 1. Under Driveways: With at least 36 inches cover over top. F. Extend water-service piping and connect to water-supply source and building water 3 piping systems at outside face of building wall in locations and pipe sizes indicated. W I �, •4 �kf• 1. Terminate water-service piping at building wall until building water piping �z'i,,<I:;'�r• r,.� .� systems are installed. Terminate piping with caps, plugs, or flanges as required � ;r.,,• ;,;: ,.. ,t.••, for piping material. Make connections to building water piping systems when " those systems are installed. I; G. Install underground piping with restrained joints at horizontal and vertical changes in direction. Use restrained-J oint piping, thrust blocks, anchors, tie-rods and clamps, and r" } other supports. H. Anchor service-entry piping to building wall. I. See Division 15 for potable-water piping inside the building. � t4 •1 I 3.6 ANCHORAGE INSTALLATION �f � rin 4tjr JXr.irk ,: ". A. Install anchorages for tees plugs and caps, bends crosses, valves, and hydrant branches. Include anchorages for the following piping systems• K,,t,:':-,, :a B. Apply full coat of asphalt or other acceptable corrosion-resistant material to surfaces of � S�J ,'"r.t?•u;"its s!��jtf' 1 installed ferrous anchorage devices. 3.7 WATER-METER INSTALLATION ;•;�'�.�.,��%''?�`�ity':�`.Y A. Install water meters, piping, and specialties according to utility company's written requirements. Install meters in meter boxes with shutoff valves on water meter inlets and outlets. Support meters and valves. ,r,'•,6"4''MI?�J I 3.8 CONNECTIONS �� tt ?#' '" A. Connect water-distribution piping to utility water main. B. Connect water-distribution piping to interior domestic-water piping. � �' ; '+fir �� rc'" •''t r C. Ground equipment according to Division 16 requirements. r C54199-00 02510-8 WATER DISTRIBUTION RO—3/19/01 �Z r Y +�"'�{Fi Y'r^ +{ ♦°J �. yo.w,+lraow,osW.«.o±r,.- .I .—.Y .,. .,,,+racrtacth. I ".�� 'm!'u�"'""..`... ,t j��r .,•r r^; ,t .>F E a ... e;tl 7'F fx• -'f f.d,. 1 .'t Wit:' :C.i:..:F,c,:�F�iii, r,Y$ ��rtt t•t ,t { . v��ij¢ ':,t�•.� .��`'r1ff,•'r1S�'`k �1 �rJ'#t }e,.:. ''f' _,'• j l' t t' tt. f.�= !t .StF�. �6;.. a >S vn ls" ir11:�aa'N'.ik)t�'i+ 'Sd 'AC+ .I kr^,t t� t.t f. �t 7 .'r';2i' '' t' .i.;r. Jq =S. G`Y'aft"1 i>:F�. .�r„C<<��ant•^^��} f�.�.. '(��'Sr', �,.,SS kv,.. .r��..�„f.,:(( v�•;1: try.,# !J Y ;{t; •a,� 7' r ` t ',<.i � :r.-1:�,.,.,f.,. .}� , .yjyj Y ,t..t ir+� ��x� '. 1 � ii? J '.'1. s.5' 1 I 1 \ .. r 4 { v1 � { Y`' t 5} �ti�.r�•�kit4 � ` r a t L'v y.! s f 'f l{I.�• t t: t' .t' F J , , 3 t. f !f)c i t y r��d 1 Ui•. d S iA r' Al �S .a n .yr<'Ry.jp+M'rG!a117+•4?w:uin4+.-nrcart.v .........�v...� �:F A�Vr }t'J?1'A'L' 1 WATER POLLUTION CONTROL FACILITY EX?ANSION CITY OF JEFFERSON, MISSOURI 3.9 FIELD QUALITY CONTROL A. Piping Tests: Conduct pipin g tests before joints are covered and after thrust blocks .'t. have hardened sufficiently. Fill pipeline 24 hours before testing and apply test pressure t to stabilize system. Use only potable water, y B. Hydrostatic Tests: Test at not less than 1-1/2 times working pressure for 2 hours. 1. Increase pressure in 50-psig increments and inspect each joint between increments. Hold at test pressure for 1 hour; decrease to 0 si . Slowly p g y increase again to test pressure and hold for 1 more hour, Maximum allowable leakage is 2 quarts per hour per 100 joints. Remake leaking joints with new materials and '�''V±�''� repeat test until leakage is within allowed limits. .,f+fi�ytb�,�'•n'+J f ,it C. Prepare reports of testing activities. a r. 3.10 IDENTIFICATION A. Install continuous underground detectable warning tape during backfilling of trench for underground water-service piping. Locate below finished grade, directly over piping. See Division 2 Section "Earthwork" for underground warning , g g to es P B. Permanently attach equipment nameplate or marker, indicating plastic water-service piping, on main electrical meter panel. ,i 3.11 CLEANING i A. Clean and disinfect water-distribution piping as follows: 4.M1 i 1. Purge new water-distribution piping systems and parts of existing systems that have been altered, extended, or repaired before use. 2. Use purging and disinfectin procedure g p prescribed by authorities having jurisdiction or, if method is not prescribed by authorities having jurisdiction, use procedure described in AWWA C651. `tf B. Prepare reports o f purging disinfecting activit ies. f : + END OF SECTION 02510 r ��(r•�JVn �3 rt��, _�, :g��gSL,til�:tl�f I .t 5hrw'.'v'?v ±`•Mrr t'r t .:'it ll,1 i�•n C54199-00 02510-9 WATER DISTRIBUTIONvr RO—3/19/01 : Vtl r �1 1t' tt4Qf fAWil7f7F�'AYR�SGCk�#;M*jP1 ,1N4��w,r!•,! t^' , '.`?^"f�"vtwtnp Mrq�RA`v`s4tl+«1YUknsrxtaWarvl.twv.° '.��•r!,.. .M.wcW�tnF,^.?Yauroaeu' SW K; }"r'k�,J.,tf 3{. .i'7,"= tilt. 3 t tier ,ih•#} t. 1 .( .'i nPt9i'?4%W, .>�,, ,, .+t;J <.'.r ai�Y''i,•4 .ti! ,"r< •tit h,lir { y �t .� t ..y {. ri, k s:� },(.1,: t v'.)r,',p ! 4Br t 3,)a`t'.,r.gt:�f'^,:�"•"rf. �'tt,�, �rC':� �� l +.jt.t L. i:1 'L �� Z r t l.. ,=r., .t !? Y., { ,.(t'?t5.tr,.•�. '1:: ,};:1 r Cr <f�.r11S4+.�f<.,tnt:a,:f{arY'=`L 5� .'r�tlt r,.4b5,r\•,,: ., 'f-tJss, ; .J s c , .y .; }.rt ( a� 1}'r,1: .i% ttCf .. I t t .'t r.., f ,t,+ f}�� I}'`rttS.1.f" ..47f11,Y�r 11..5.<".'t+.�iC'tr �� § / t ( t•, tJ ;.S Y t {p' .t�.�..t'j.�{�i1��,'$).}iif yh�.�F�f4,,� •:b: . �.,`.;tr '�I •'�i6,r�+,.rJr`v,: r.i i"i. ,+..f'�' c:: t s r t, J 'f t t t':;;,�3 .\(v. r,t�a �r,1 'a }.. p,.'.1,` :ii�ti` ti 'r`+ r t 1 (.* 4 s t !�- l '.t .t 5 t' i h, .; n..€f 7 S JIB+�j;Jh:rY.1'tA°� 'k11'4t•i t�; {t;,t�� 1 ..t. 4 x�.J ,d J1 x .5. t _ r. ✓ .i t 1 ) 7!}i ).! '�'F,�i(r,;j!'.i.. �`•'/;1{:;ate';14 il�iyt.sj��x. {i•I G ,� , �7 r~ i 't.I,� }i t � �t tti t. I'• .�. �' r - It t ,1 t�Ef�[x tt+it 1 f��,.. ��+l t�� .�1 m«lrIVY•1A4YA.�'.t 1j�i�Ol�,Y,9',y.(�F{�jM'�jVKSY,14�11Sq'4'Rk'4Cd4'SAAT{aNa.Y p+t+M...,.r•.r.tlh41r�41J+Y-7" .., f, '?,•Y'�IISi� rY,u,-�..I1.1:.Rr l.+rb.v-+,•.-... , ..,,.«.1e.n�..+.rvrrhfl•HM*`{ nt ?C � � k..�.+M f, 1 t `^Yf1 � i�r{Y ' , ,_ ... .,.. �++•i;+nfU.h"rtlrc�!+fMl:'4:,:'Wnfm:ltMrrl�Kaw,w.::w ,:i.ii .1{{.��I4 ,. ),. M.JJ WATER POLLUTION CONTROL FACILITY EXPANSION i CITY OF JEFFERSON, MISSOURI �. . ..W ° SECTION 02530- SANITARY SEWERAGE + t PART 1 GENERAL { 4t '! 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. , 1.2 SUMMARY I ail A. This Section includes sanitary sewerage outside the building. ;, ajt t 1.3 PERFORMANCE REQUIREMENTS ;,``}� ; I'V ir� ;.tkt. A. Gravity-Flow, Nonpressure-Piping Pressure Ratings: At least equal to system test pressure. i�!"t��;��•��rkik'Tarr�'," B. Force-Main Pressure Ratings: At least equal to system operating P ressure, but not less ' than 150 psig. jry i 1.4 SUBMITTALS A. Shop Drawings: Include plans, elevations, details, and attachments for the following: �u 1. Precast concrete manholes, including frames and covers. ± � B. Field Test Reports: Indicate and interpret test results for compliance with performance .......... ' requirements. 1.5 DELIVERY, STORAGE, AND HANDLING '"fx �x'`,'� . z A. Protect pipe, pipe fittings, and seals from dirt and damage. t` -: B. Handle precast concrete manholes and other structures according to manufacturer's , ' ='nj'' written rigging instructions. 1.6 PROJECT CONDITIONS r E,' A. Site Information: Perform site survey, research public utility records, and verify existing utility locations. •, t !, C C5-4199-00 02530-1 SANITARY SEWERAGE ' RO—3/19/01 F t 'ti#'.y .,. '.17n7r„:t, •�FIrWa...,......-.�'.: .......`n”w�u°e!sptvwt":u�8&�fiti�7+�r+YKGR`:^'�"^„:t ..'C'ew•.n.nN�nYaYpOq?W�'G'CggRlp9WyWryMIG,,,st: y��`�in4 Wtrh�'tf'' .). s.. { t.r,.} .ii'.tr i;z L+t',f ;.'t •;Y, fr��t.z.. w r`S ,ei f'> �. �y.t r .'j' .!`; �., + S ! t `) �>t s :f' 1iY 'tIfa s'tS`•S ld�+'f yY;�,s,:`}�. "fie} Y� � 'sC„ t17f.. •xcr's°i: :l.t '.:i {1' ,t,., ..t / t .:'t ,�� r '`t +ir, t .Ii t: 1 'r,{.+. ..Fftr t� �?. �'' f.d�,Sl�� Y°� ''�t.Y ;tF r' .r. _ •.f•;.,�i(+=:r ''-)' r 1.{', 'r t Sr •t�" ., .<i t r .FI r �J,f .)hi r+,d,.. .rf.sr,,r�. �y, ids' iS1 ..{ i'+: �fi�t.i' ^!Y,•' t';l y.i. � j .! :t;i t ..t' .tit' � s. •.t 7t3 x.. .k .t tS 1.. :t' ft 't� � � s �` y i ;. Y Y t l PtA t',rC! t. �f"��: r l.•",•-i t ,�,�� ;.s. �,r;. 't} a ):, ii' ,I .w ; t +.i;,.r .;t' F t _x.i..r.U.�.ryt �x, zt•1 •yrµ� ,4 �.t ...�t �„L r.'�. <+Gl..d;: Y j r t r Y ..r.t '. ; .y•..;r7�r'�) i t.C�l!•i'i:`�`',".>7�i,trt .S'`�� ?� ti i :r�. x a�k' �`,t r Y.� i1 'i(•. r. ! t i ( :t ,`f t S, 5:.. :1' a i �ty f�t�- IJ,iStt ty',wr`�;' r � F.sf t'r.' .d�4 1 1` .t t ',.;6 'i: 1 t `f:nL �'. 1 � •.y�i SL. .,![` t`r. t�f t � 1 ., rJ4 t§''tY ji f .j', ', . t : ri �<{' , c :Y§i�rytiy �t ��ji i1}�{•.i ,,. k'. ,� Sr'l S4fhi �),1t S1� ii .F... ... s ..".�..a�,,..s1,�'a'T4'X ,a w!c,?;,3.. t»;.'� u.n .r.. ... ....... ! s ........w.r s«. ..»w.,., ....._ _... i+• rl t•...... ..{ I;7 31, ) 1 t `J rrF ,• LLJ E I WATER POLLUTION CONTROL FACILITY EN PANSION CITY OF JEFFERSON, MISSOURI l B. Locate existing structures and piping to be closed and abandoned. C. Existing Utilities: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated: 1. Notify Engineer not less than two days in advance of proposed utility ^),;;'•K''n`' Id interruptions. ✓.;y:, as F S 2. Do not proceed with utility interruptions without Engineer's written permission. PART 2 PRODUCTS 2.1 PIPING MATERIALS is A. Refer to Part 3 "Piping Applications" Article for applications of pipe and fitting 4 ..� 't•.Y.U.[!:!S�',� . materials. '' rr'?a:` 2.2 PIPES ANI) FITTINGS jA. Ductile-Iron Sewer Pipe: ASTM A 746, for push-on joints. I 1. Standard-Pattern, Ductile-Iron Fittings: AWWA C110, ductile or gray iron, for push-on joints. 2. Compact-Pattern, Ductile-Iron Fittings: AWWA C153, for push-on joints. Erij� •;;,t<,FYt.";; r 3. Gaskets: AWWA C 111, rubber. ` 2.3 SPECIAL PIPE COUPLINGS AND FITTINGS }. A. Sleeve-Type Pipe Couplings: ASTM C 1173 rubber or elastomeric sleeve and band ;,4tw' =_': assembly fabricated to mate with OD of pipes to be joined, for nonpcessure joints. i 1. Sleeve Material for Dissimilar Pipe: Compatible with pipe materials being joined. ' 2. Bands: Stainless steel, at least one at each pipe insert. ` �., ' 4 .})�tt�•+,.5°i•co. B. Bushing-Type Pipe Couplings: ASTM C 1173, rubber or elasi,)meric bushing , ; `j` ` fabricated to mate with OD of smaller pipe and ID of adjoining urger pipe for nonpressure joints. t5 ,� r4,, ' materials beiri joined. • 1. Material for Dissimilar Pipe: Compatible with pipe , ,�C. Pressure-Type Pipe Couplings: AWWA C219� iron-body sleeve assembly matchin g i OD of pipes to be joined, with AWWA C1 I I rubber gaskets, bolts, and sluts. Include PE film,pipe encasement. C54199-00 02530-2 SANITARY S:;WERAGE a ; ! . '.'i.� .'Ji�. ' $. ;.r• ,�3'^rt t �.7.t(� �!{ i '� :.� ..� �M1 �.. f�,�+,��VSf�,,� �� I r (:0., �, � .J. fil/1a•,i t`C! �S f �''[�y� ( �",•�SS,� Vet"!,'.ni�•4i 'r�'�;7 ` /'1 ., k� !f f f '.i 3 '.� '•` i ,S...n� r�77r•'TRiI�iN7F�i� f 1'F },.:1 �c I ` r �Sr irr:'�!a r{atj„)l J+r°�"'+1�"�•�•� i Y 1F:t,}. ,r' J}:t ��C.. ..{�. it i;i;i�z.� ( .�Lrj :4-i ,�. r •)tj z ,lc;'i r 'r ,J 1 '�.(. a r. ttf �� {.R;e4 N:�:n't ,fix . yik'ri? .Ss ) t :i.r`. )s.tiei i r4 .t `Y. - .'c: ``Yti. lr.i .r •1+5i t" e p :i�+ '�'t T i,'�r •:� il rt�i{;Ibtr �..... 4 }, F .rat 'i �3 r i J .r ir. �I .� t:r' r r; ti .i, •(� ? i+ 3'i}•t�'°f� �t."�i t ��%.�. i� k�R't,: .; 4{ r ,.i tA. c••b t,, 'ti', a, 3f,,;,. ajX ,�}.inJ+,.?'';� iT•,S1�tiiiI�,��Ef•, .}...� E., °.:�'G t i r.j •t ii ;I;' • it( I r , s,r7 S c'z :r i l�r �}�},,. .yt en„ritwyh - r+. t F ,Ai : t ' ,r,.,.,.c+. ,.:,ti,.r.,.r.�.,,K trc.. ,.,,:i ..,,c.,r.yr. .a' .'..:,, ..,,:",,. , ..:.._..,_..... .:.:.. :.. ,.i,..,,,,,,i.rtµir�.:+"rtr..rr,a,m:,�..•:.r,i.'�,a,-.ra,,.,r..wl:.,,,�...dt,:.,..,._..,�,.5 � r.tJ! t�J .. ..w)•+w+m''daMP.:'nQh*tf`fY4gN�skrtlRf'?S`.W{p,xtftY•r.�r.i.reil } }!Y; ..a y. I NI WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI I 2.4 PE FILM, PIPE ENCASEMENT A. ASTM A 674 or AWWA C105; PE film, tube,or sheet; 8-mil thickness. �tt if 2.5 MANHOLES ` 1 A. Normal-Traffic Precast Concrete Manholes: ASTM C 478 recast reinforced > p concrete, of depth indicated,with provision for rubber gasketed joints. 1. Diameter: 48 inches minimum unless otherwise indicated. 2. Ballast: Increase thickness of precast concrete sections or add concrete to base section, as required to prevent flotation. 3. Base Section: 6-inch minimum thickness for floor slab and 4-inch minimum thickness for walls and base riser section, and having separate base slab or base section with integral floor. 4. Riser Sections: 4-inch minimum thickness, and lengths to provide depth ;. i �•�:, indicated. 5. Top Section: Eccentric-cone type, unless concentric-cone or flat-slab-top type is I t rr indicated. Top of cone of size that matches grade rings. 1 i 6. Gaskets: ASTM C 443,rubber. s`y'`Utt'kr� 7. Grade Rings: Include two or three reinforced-concrete rings, of 6- to 9-inch total thickness, that match 24-inch-diameter frame and cover. �h 8. Steps: Fiberglass, individual steps or ladder. Include width that allows worker to place both feet on one step and is designed to prevent lateral slippage off step. Cast or anchor into base, riser, and top section sidewalls with steps at 12- to 16- � rM lj-0 inch intervals. Omit steps for manholes less than 60 inches deep. 9. Pipe Connectors: ASTM C 923, resilient, of size required, for each pipe connecting to base section. B. Manhole Frames and Covers: ASTM A 536, Grade 60-40-18, ductile-iron castings designed for heavy-duty service. Include 24-inch ID by 7- to 9-inch riser with 4-inch ., minimum width flange, and 26-inch- diameter cover. Include indented top design with °`F} lettering "SANITARY SEWER" cast into cover. J r <; 2.6 CONCRETE A. General: Cast-in-place concrete according Division 3 Section"Concrete". ' 10 174 2.7 PROTECTIVE COATINGS ."ya't }" SS,.. 'L}d'^tDk sir,' °� . A. Description: One- or two-coat, coal-tar epoxy; 15-mil minimum thickness, unless n�:�:,,•ir,��:,. c s otherwise indicated factory or field applied to the following surfaces: hls al' � c tJ! i C54199-00 02530-3 SANITARY SEWERAGE RO—3/19/01 " iv • ii �FeS••r 1 ; ry,t � j131}1,�It`'6k'MM1M^ ..Y. •^v+mu.w:W6ilN/1'.WI°�4.Nl1trFI.W9tNttN#7MMa✓w'"""�'••` } t .hw.rrpgpy�t,�f�' 1�I�TI�JJ t I�' 1 it ) ! t < J t L Sy ) J i" tt � ' t .j, 1 ��fip It.t 1 4 �.} ,i ..i'I '!1 ( I l .l.Y } {J:t L C.'At5 i('f J 5{ i l �7iyjt •:i•. S"t �i"i'vl is n. pCi .. h f� •r i} ,.,J 't; .',r t .. *sl..t•kJe�r A7� a i{��''"?' vf+ �( . riS ' rn .. � .. .. ..,..•,,.+.,..0..... . ....... ..... ... ...,..,_.,...�.:�+.d.,,+��i��ft'�.r �k�'f'jr�t}xf�',�,}'+ °. 4 L ,l,.,i,.•o.or1N ....,YJL..w.._ , .....,,.....«e+i or+e s .rt,,,r. ., ,....,. ... ., ty} �r i 7}+ yf'�' �'},'� '�t;,f 1 '' i •� WATER POLLUTION CONTROL FACILITY EXPANSION CI'T'Y OF JEFFERSON,MISSOURI 4 . 1, Concrete Manholes: On interior surface. 2. Manhole Frames and Covers: On surfaces that will,be exposed to sewer gases. PART 3 EXECUTION 3.1 EARTHWORK A. Excavating, trenching, and backfilling are specified in Division 2 Section Earthwork. }•,.,;,,..";,, ,. 3.2 IDENTIFICATION A. Materials and their installation are specified in Division 2 Section "Earthwork." �,,; Arrange for installing green warning tapes directly over piping and at outside edges of underground structures. ,,t•. .,...Gtr'{e:;;'• 1. Use warning tape or detectable warning tape over ferrous piping. 2. Use detectable warning tape over nonferrous piping and over edges of . , 7 tY ,tti'z>` ';,� underground structures. ni r 4F t: 3.3 PIPING APPLICATIONS A. General: Include watertight joints. 6. B. Refer to Part 2 of this Section for detailed specifications for pipe and fitting products ` listed below. Use pipe, fittings, and joining methods according to applications indicated. C. Gravity-Flow Piping: Use ductile-iron sewer pipe; standard pattern, ductile-ion fittings; gaskets; and gasketed joints. D. Force-Main Piping: Use ductile-iron sewer pipe; standard- or compact-pattern, ductile- iron fittings; gaskets; and gasketed joints. 3.4 SPECIAL PIPE COUPLING AND FITTING APPLICATIONS A. Special Pipe Couplings: Use where required to join piping and no other appropriate method is specified. Do not use instead of specified joining methods. 1 1. Use the following pipe couplings for nonpressure applications: tfr Y. :i a. Sleeve type to join piping, of same size, or with small difference in OD. ,Y �3. ,�, V & b. Increaser/reducer-pattern, sleeve type to join piping of different sizes. CS-4199-00 02530-4 SANITARY SEWERAGE RO—3/19/01 ,r {j':yu?'�';'^"".p.:!^1"'.'.'r•^„-r•r*r y c —i^^h•�..maP'�'1T�p!'"' r:, r�wn�ncnn.GgatitASt 4GT�;�fyi01111MAVw*w++.: L .' t`i c +fir( i c}!`� ..' ',,..•1 �t� „[ . L f 9!'14• �S tl �f '.i.14 S , i..3 t i . � t� 1 1 t :i . +. t .l''� .Fa+ (, ls.t S'r!}��"�4Sr{?+kf'�.:1 t11� + ! t� 1t d f t r f 'i ' ' i i. ,tf,�i�l erg S°'��t��ti��A#w•• 4 t��f'`. A '+r .14 ! .'J.f,t' , 7 t,t•'i � ,f { ! �t .r ', ,.r� �'� �j 's F:S+)�t5'r #`# %�� Y . .nts • 1 � �x r a' �r'ys`� �s, .,.a,., ,.,r.rwSan N:+tPt ,ifvcYrt,'t.t.n,..ar ...0•. „.. .. .. ,,. «.,.. .. .r ...,,...,. ... .,w,.. _. ,.v;,I?;vi 97,+iry, v A.119 *rx;«,v"0 Am i WATER POLLUTION CONTROL FACILITY EXPANSION f CITY OF JEFFERSON, MISSOURI k' C. Bushing type to join piping of different sizes where annular space between smaller piping's OD and larger piping's ID permits installation. 2. Use pressure-type pipe couplings for force-main joints. Include PE film, pipe I;' encasement. B. Special Pipe Fittings: Use where indicated. Include PE film, pipe encasement. 3.5 INSTALLATION, GENERAL ,' ,•, . , :.; A. General Locations and Arrangements: Drawing plans and details indicate general location and arrangement of underground sanitary sewerage piping. Location and arrangement of piping layout take design considerations into account. Install piping as indicated,to extent practical. .7AI } B. Install piping beginning at low point true to grades and alignment indicated with unbroken continuity of invert. Place bell ends of piping facing upstream. Install gaskets, seals, sleeves, and couplings according to manufacturer's written instructions r.,r:.f.,s•,ti, for using lubricants, cements, and other installation requirements. Maintain swab or i drag in line, and pull past each joint as it is completed. C. Use manholes for changes in direction, unless fittings are indicated. Use fittings for branch connections, unless direct tap into existing sewer is indicated. D. Use proper size increasers, reducers, and couplings where different sizes or materials of y i pipes and fittings are connected. Reducing size of piping in direction of flow is prohibited. E. Install gravity-flow piping and connect to building's sanitary drains, of sizes and in locations indicated. Terminate piping as indicated, •i �`' 1 1. Install piping pitched down in direction of flow, at minimum slope of 2 percent, 1 f � ` unless otherwise indicated. q 2. Install piping with 36-inch minimum cover. F. Install force-main piping between and connect to buildings sanitary-drainage force + main and termination point indicated. 1. Install piping with restrained joints at horizontal and vertical changes in direction. i 2. Install piping with 36-inch minimum cover. G. Extend sanitary sewerage piping and connect to building's sanitary drains of sizes and in locations indicated. Terminate piping as indicated. H. Install ductile-iron, force-main piping according to AWWA C600. { i t)•. _: C5-4199-00 02530-5 SANITARY SEWERAGE RO—3/19/01 (1« b4, ,KTYY(Ai'lM.X#K&P.'lFAK9%SMIGti+•iVM„+ "^O1""WYII11xM�'M �k J )) J:t � }.s,,s..'�.""v`w'ga�xYl,7+r'e�+9+ If137Xk'l F+7 Y�PiU�*"r'�ABYs"f2r2tRh��'f�f!# :.f tHatMrrwH4'�w,w)ryu�'}r+w4 t`y,ri +nw. Ile°t �j'bi} �� , ..t. y", t 1'I t .1. 1 , S )1� J t I' t {. ...} ` i ' +A�f x .. .. � .. ..,.......>., -.,»m.,...,,.,� ,.,. ,..., _.-.....,....}. yy '"�•; fa,FJ x WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI I. Install force-main piping between acid connect to building's force main and termination point indicated. ' 3.6 PIPE JOINT CONSTRUCTION AND INSTALLATION ' A. General: Join and install pipe and fittings according to installations indicated, B. Ductile-Iron Sewer Pipe with Ductile-Iron Fittings: According to AWWA C600. 1. Install PE film, pipe encasement over ductile-iron sewer pipe and ductile-iron � fittings according to ASTM A 674 or AWWA C 105. C. Join piping made of different materials or dimensions with couplings made for this application. Use couplings that are compatible with and that fit both systems' materials and dimensions. 3.7 MANHOLE INSTALLATION A. General: Install manholes complete with appurtenances and accessories indicated. '''i. f B. Form continuous concrete channels and benches between inlets and outlet. <}ft r C. Set tops of frames and covers flush with finished surface of manholes that occur in +, •'a pavements. Set tops 3 inches above finished surface elsewhere, unless otherwise �- ,, r,� indicated. t� D. Install precast concrete manhole sections with gaskets according to ASTM C 891. 3.8 CONCRETE PLACEMENT A. Place cast-in-place concrete according to ACI 318 and ACI 350R. 3.9 CLOSING ABANDONED SANITARY SEWERAGE SYSTEMS A. Abandoned Piping: Close open ends of abandoned underground piping indicated to ystl:. remain in place. Include closures strong enough to withstand hydrostatic and earth ` pressures that may result after ends of abandoned piping have been closed. Use either procedure below: 1. Close open ends of piping with at least 8-inch- thick brick masonry bulkheads. dtz 2. Close open ends of piping with threaded metal caps, plastic plugs, or other ` Y acceptable methods suitable for size and type of material being closed. Do not use wood plugs. i tt C54199-00 02530-6 SANITARY SEWERAGE ttt.`... `' R0—3/19/01 �+ +�nw<rYCrouea+ �^."r„"'^ .i. ., «.awyMe yWyy!MY{fnir9is • i ° X 14" Yrs' p ,. t i� a� •11 � '� f{ 1�tiA Fd('�1�(d f5{�k3,i :J>11�.;,.; Jj,'�y fF, .. Fy Y. i � � � t' ' � t '. :'�: t � :: Y. 1 �� i t( ,�ri �4t k' f•,.`c4��t .,iy. '�74 <t:t�.�."'.f� <t ''.•77 t.'�.r�., li f 1 :7 } � �� fi�+ i � 1*tA'ii r�,. s{+A:�'r,u� l��l�}� �.h v ' ,f S t, r ".' 411. �! •aL�t �i�t�t'. : (?�0� t +W'`f 't.l i as.;:,y.ufW.GY}rMt�aktN.!•us'!CRVaW�,..rur.,»,� , r...�,.,.,..�... .....:... ....c,.>„,,...,,,-,>•,... ,.t:t .,,:, ,r.r,r, :., .....,..... .. ... .._......M,.., s thr ,. 1 Al!•1+,I!wt. ,Wt"17'4s+fkunxpi�,r-n..w.,.,:.es". .,.r,,..... t � , e � ' ! J Yti 2 ro�rtut�? •iii WATER POLLUTION CONTROL FACILITY ENPANSION CITY OF JEFFERSON, MISSOURI } ' F'q,..sr•F� B. Abandoned Structures: Excavate around structure as required and use one proceduret:�, ' li below: } 1. Remove structure and close open ends of remaining piping. ;. 2. Remove top of structure down to at least 36 inches below final grade. Fill to within 12 inches of top with stone, rubble, gravel, or compacted dirt. Fill to top ,..� with concrete. 3. Backfill to grade according to Division 2 Section "Earthwork." 3.10 FIELD QUALITY CONTROL ��# A. Clear interior of piping and structures of dirt and superfluous material as work ''"progresses. Maintain swab or drag in piping,and pull amt each Dint as it is completed. „J 1. Place plug in end of incomplete piping at end of day and when work stops. 2. Flush piping between manholes and other structures to remove collected debris, if f a r a required by authorities having jurisdiction. B. Inspect interior of piping to determine whether line displacement or other damage has Ij'I occurred. Inspect after approximately 24 inches of backfill is in place, and again at completion of Project. j 1. Submit separate reports for each system inspection. vF ¢_h':`t;>= 2. Defects requiring correction include the following: a. Alignment: Less than full diameter of inside of pipe is visible between I structures. F{ b. Deflection: Flexible piping with deflection : ) p•p• g that prevents passage of ball or r.•,,�,;h�,;,�,;,�, ,�: cylinder of size not less than 92.5 percent of piping diameter. j 4 C. Crushed broken, cracked or otherwise damaged piping. d. Infiltration: Water leakage into piping. "j e. Exfiltration: Water leakage around piping, ali• thy" from or ar 3. Replace defective piping using new materials, and repeat inspections until defects i ;'* R,:` 'i are within allowances specified. { 4. Reinspect and repeat procedure until results are a tisfactory. r ira { s ,r.,,�;c;;r•:,�w:�,,r:._ C. Test new piping systems and parts of existing systems altered, extended �f ^t ms that have been alter �:�=rr}}�-�''t"t�::=�•:�, � or repaired, for leaks and defects. 1. Do not enclose cover, or put into service before inspection and approval. 2. Test completed piping systems according to authorities having jurisdiction. t 1 ti 3. Schedule tests and inspections by authorities having jurisdiction with at least 24 hours' advance notice. . 4. Submit separate reports for each test. 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"• ''I,t,r�i� rf*�.t�.lt t 4P" f�f,� S:+�S.�, { N.j•}ttr E�t .J:�t 7.rt � h. :1 .t E� +{{ y I+.r` '�l i•. :1�t: r.�'N.3�": �5$j�"^�s. r) y�`l'�} P � r e �f )� 1!. ` , tt j�tt �''4-,:•.4. >r�i,,'hsF yXi FT .7' � ati.S+t:Y•'_f;S,N Y j.+`a ?r:1s,•,P { 1 `:.rS t 4: "+ 1 t.,:. i<. „ '.�": ,.. ,......1{ './ t } " 'f :_'�..!•,P,':.. f' �' t Afi t� 7.�, .Ckr. Vliif'dliW"CiV/f4tlMnus.�,a;: :..�:.''a.y.:�(.,.•t.:;t,r+. ,r�..__rr_...:.'.,c+..,,«„«N.wrad�,aw++>reaa!i�:u»g u..,.>v,.,a,..,..:P..,......c,.. ...t ., ,.....ar.,,.,....tir...an,.,.w,.,.......t,.i.�..:,.._.,•,..,. ,..�CS.G..,,a.•;iis. 4t 5 WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI ' 5. If authorities having jurisdiction do not have published procedures, perform tests as follows:, ,•�{,�',_t:� 'a,is •. a. Sanitary Sewerage: Perform hydrostatic test. ` fs� 5 .,1°:r1o. 1) Allowable leakage is maximum of 50 gal. per inch of nominal pipe � ��'�t�',=�;�; s�;..,,t;.,• size per mile of pipe, during 24-'hour period• 2) Close openings in system and fill with water. 3) Purge air and refill with water. 4 Disconnect water supply. 5) Test and inspect joints for leaks. 6) Option: Test ductile-iron piping according to AWWA C600, Section �krr x�f "Hydrostatic Testing." Use test pressure of at least 10 psig. b. Force Main: Perform hydrostatic test after thrust blocks supports, and anchors have hardened. Test at pressure not less than one and one-half times ,' "j;+,�• �•.1 ,t : maximums stem operating ressure but not less than 150 psig. 1) Ductile-Iron Piping: Test according to AWWA C600, Section Hydraulic Testing". 2) PVC Piping: Test according to AWWA M23, "Testing and Maintenance chapter. !; ,,�?:`W. 6. Manholes: Perform hydraulic test according to ASTM C969. ti rf� �Asrt �'JJ . Leaks and loss in test pressure constitute defects that must be repaired. 8. Replace leaking piping using new materials, and repeat testing until leakage is ;: t;, within allowances specified. END OF SECTION 02530 t� f 1. ;'•� �' �;`.{k. t A, { t C5-4199-00 02530-8 SANITARY SEWERAGE RO•-3/19/01 > �. 7,' M.5+ Y. ��t :9!{.=.40NM,:,I�,',�M!!'., ;t,fi,l�,,y�..s"�'�,+.4:��:iE;'y'j*i r�:`��!.i'�'.'l�•�. ,tx 'Rn%'t? '':f�1 T2'1' � �`t�f.5 �" '.{ r «..y?�'''ft,r;�� 3 ,�f':��'1+`s{,w:n�.,r^•�r>•'75�, ..h;",�rj` „�?( ,)S :x1 �df r" t,f L''�t �� y� {P• .� .�7 t .,°zf., l..i.4 giro .i.. 4r:3Fr ,( :9 .tty. ni,'5,:�.v,:,r::,�W.TiSt:sr.{ :tn}+:,.,�`�>1>..;:.;,, } 3'��i'1•" Z•r't, 11;'il,t R,,.�iti•�t ,+�r,�N+,' .i `t G�?' :Si' ,.s, ? t't,��,'� Xft;t, 4a4�,i i �. �1. ,r, �y,�'�i@v .c,.T.�. ,,ti..'s,f c at'tl{-r.t .ayY. ra��,S.ys.•t`�:3,�•''•.,.�' P' t �• .e �1. f4 kr e � ';,�.�'r�•' �r �"1�, tF}i :�T"Y f:." ,,yy�� `yt'�4'.. ii':.i`.; k� ; r.« r '`�lr��` a v "k T �1• Ii�i.kA t� h tti' `,1 .;i. 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At 11” uyt�.Y i' 7, :Jti. l'ri;jt't t,t -;j::x`i;+'eir7',t.• .{�k,p S, Y,., t� 't. :., .' krl,? �rl Y,. �s,.tC ,;[t'k,'y,r;S,y.:•',i •.t' t t . , .,W: >' t F a}}4.r...`y"^tJ,{ k�..,.y •t. .fin,, ^;',;e.•,t,Y�k t� rri !t. .t t E 7 'rV r' t e ..s )7t.,,,f+,{ ii �` pp ,"r±yk, .�. l,Ei f '"1{ ; �.. ,7 F [l ,Y :r��,;1'4'•.:;.�4k, '1�y:k��r'•�I��{ 4�a'r• L�' � �N�y' tra b r u S tf 1'� t .{. ' � .!.� �5vJ i��I'�'�✓ p'�?�[ L'�t c"!i't,��k f 'n.FFi4;i'obi i%+ad!awi.53ihibkftr4`rnMi-Y.rinnai,w.r'.+«,,.,.,M.++�w.,.e i..,...,..._,__........r.,,.,.,w.i,+..,,..,..,,...>,,.9.,,.•,. .,.,,,+A....,.+.,ro....�... .......... ....... . . -•,...M...L ,>.., ...; r ., ), S j 7 g��{t�� ,;.! (1 u w., ,ers.+:.w,",«4a,s,w"is'.'�+arr,e.+b�W.it:.w+».w:•,::.,�::'.:.d':m.`'u:.lr >e�� nSL jd�!(' ��,� WATER POLLUTION CONTROL FACILITY EXPANSION ` :j CITY OF JEFFERSON MISSOURI SECTION 02553 -NATURAL GAS DISTRIBUTION ;; �a[k`, ,? PART 1 - GENERAL fit: x ,hi;..Tz. ;. 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementaryr;"^ k Conditions and Division 1 Specification Sections, apply to this Section. [ 1:111 '�R+�,?i?�/�`�'�'S�;'•;„;T� 1.2 SUMMARY ` ja''+� '' ,•day��-:,."::.: A. This Section includes piping, valves, and specialties for natural gas distribution outside the building. .f i.'� {3f �•, 1.3 SYSTEM PERFORMANCE REQUIREMENTS •�t'{�rS,ff t,frF'[,'1'x''.•4. A. Minimtun Working-Pressure Ratings: According to the following: •� 1. Piping and Valves: 100 psig. r 1%J.� J `,:. 1.4 SUBMITTALS ; �r{.,; A. Product Data: Include identification materials and devices; and pressure ratings, rated capacities, and settings for the following: 1. PE valves. 2. Piping specialties. ,.,. B. Test Reports: As specified in "Field Quality Control" Article. [ I LJ.t� �Yf1�r+.rr�..�U1fr}W'•[4;:'J:. 1.5 QUALITY ASSURANCE S ,7,M.r ��}'r�Y”r •�, 'j A. Comply with requirements of utility supplying na tural gas. r<,' > Sid,-. B. Comply with standards of authorities having jurisdiction for natural gas piping systems. i Include materials, installation,and testing. r { lit �,, C. Comply with NFPA 54, "National Fuel Gas Code," for gas piping materials and components; installations; and inspection, testing, and purging. �} ft.�r^3'• .�t �� .h�:, tr.eft' C54199•'00 02553-1 NATURAL GAS DISTRIBUTION RO—3/19/01 �`t `'� 'TY j, !, r^'.yrn Y•',.!waAl4N fwwowwWKr.!ew!+xa..*."^!�'t' r,.�Fx'C t `t''it } ,�ij#$ ��,•rT,tta. Y;m[C`r•�„.}.{d .;r,'..,}., i.i4,ti '}� y..: : :” •i..t., t1.r.�•>k't''i:[ t � a ''[• .a,.4•, tr.' Wtx`„ .;'• }, , '�": .M ,�`_'.c 4 ,ri1:L, .:J,rr r $=�!4` .t,... ✓[�S ,'4'llf ?'4;^4'?.- fr,C.'t I -f' ?l , t .Y:.-.,{,�jii.y'. .1 ,) ; Y -0}" ar..i f-...4'i`i'�, �� }. S!'4 't; 1 k{i' .ai.rei�1 .fY, 52a�,R+ � V 1, .h •�:n%.�i �?;n.r(,r,i�.t,s,,!fn1%:':4.•,•n'F:��,r.r„ •e. 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'f � �} r ��•w�, .,y u!�,r,tf y f �(;'.:`xFttr;:i:F�h,} ,;fi'' .>':Y1� ,l {�' } 1 .rt?"•, t r Cif. a „t;,r�iSS )..�� 3,V.v''i,'s�.�•)i�4� c�1: k.1"rl.,r•r;cj., ?' � r' ,ts:%,r.. -4,'F't?a .rr. 'ir.'. fr } i 4 i Etf 't' 1 j !4 '+. r,Y...5' ,ra t, :1r,. .5 i 7'. ,..e{•; 1:':�ro. J•i .t,.1, ,.y ,;s.'.�,n'4a r. °s' ,7 :iA ;c� :�,a""};' `•� � :r,.. .1�4 't." . ``rif'4' i%%:�'.3r `4,;•SSy"ar}e�t`...t{'.,,' a3`:^ '.'j+•--.1'" :'iE'' (. }.i"k.' - .•r., .1 • ir.,,•.i'% ut, ` ""?t iSU'%,I n, ,`ky tat. ,*rf C•'3••0, 'tr,i'Y'.el,- f, fry t..4 t .s,'°.:1'•. tr.,-tf. ', I:.�.Y,. •l,rr 6��;�•I`•p `t, t�Cl�•�i�. „!! r .1 ,t� tt 1x.L �t •�i,-' ,.1, a,t.' .S,• 'y. r .;„ ,r ,Y t s'�.. .r"rx � d�'ti, [7�• ')�t:.•l..w". . .4y F•....�. xe^ •i.�y} ':1 :•7 -;•t .,rP�, _ti.: .e 1 ..��',r�i1., tt 4:,l�:,,}' r,-:jYr,'i�•',y.:,•ti1�?f�'y ,y+G'1,.J,<...:.ty�(y!s .�;:^ ,5�"• �:7 .S,t ,f' ;,y, :g 7�x' T i .t' t'° •. i4 F',nvi1.Y ,r?i...r rt' y i} .t..r ra 7^'r S :.4,> 't nt? '�v;r. ',�".�'' r 1, .v '.{', :,t:.} k'?•Sr .f:' r :i'. �4 �+ 7 � .d;.r• ,t.. .t Y'..tr� .4`: K J. Y .Li. ?._,. �,� t. .t , 4('. •ti}yz��9 r{i s!,. 'i+li''"isA.M•s t 5... ! r h r !';<5;rz t'`�jirr<5f�`' .'}{, 1 41 s ! . Y� rl WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI 1.6 DELIVERY, STORAGE,AND HANDLING A. Deliver piping with factory-applied end caps. Maintain end caps through shipping, j storage, and handling to prevent damage and entrance of dirt, debris, and moisture. h B. Store valves and specialties with end protectors in place, unless necessary for inspection; then reinstall for storage. C. Store valves and specialties indoors and maintain temperature higher than ambient dew- �f�'•°�; ?;r�-,;;N��., ' point temperature. Support off ground or pavement in watertight enclosures if outdoor } storage is necessary. ,A D. Protect stored piping from moisture and dirt. Elevate above grade. Do not exceed f structural capacity of floor if stored inside. E. Store plastic pipes and valves protected from direct sunlight. Support pipes to prevent sagging and bending. 1.7 PROJECT CONDITIONS ' A. Existing Utilities: Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions and then only after arranging to ''"' -r' ` provide temporary utility ices according requirements "` { p ary ty sery ording to require s indicated: j 1. Notify Engineer not less than two days in advance of proposed utility i interruptions. ` I 2. Do not proceed with utility interruptions without Engineer's written permission. F y + PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Available Man NK, Subject compliance ,; ,,�,.,,; Manufacturers: j t to pliance with requirements, manufacturers ? �` t-;`'" ` offering products that may be incorporated into the Work include but are not limited to, the following: `t 1. Plastic Valves: i a. Kero test Manufacturing Co rp. �'�-' ��- •� b. L all: R.W. y Lyall &Co.,Inc. C. } Nord strom Valves, Inc. d. Perfecti on Co ., Gas Products Div. s + `u C5-4199-00 r' :t 02553-2 NATURAL GAS DISTRIBUTION .E RO—3/19/01 " �/• r 1 ,�5t•!!v u 5 '�. !`fJi.k� ilh��S�4� 5.i,t M 'lh.:s t �� { lr,, f,., ! ti.' ;7' "^'^±�»�r.woarv.wbr+•wvn�rww».....,.. '..y.:,,i�.r.r,,,: n;,firy Z ,Tk, ;'S( T`i.J s^'.y`�}�;+'',(': �'%:::'fjv r at;,.,.�! s S`: n(t.i,' 'i S:r` t :i i ) r., if•:,, � � s � "S '1 f::•.,. �y,� '�. ` ', •t�4.!`�.�. }{ t�,�).}tr t. ,t .:;t.+ r, rt r. s. ;�, a'rti. { tl'}' ,�+;;1��r ,i.a�:a-s,^ ` -t d f., .�; ,ir }..t <' h{ ii. i, ,t},, ,.l° •:) � ;rl.. ro?}•.1'�r.�,r,M,�„ �, ;'fe t :.y�+.hh.',,I�`�2 • :, , r. � :fir r r (• 1��,;,- ye .d•:.yN. ��,,y ,s j.wil3l�er w r•{StFg',4 r .t ,,r:,z: ry ) fi>) }� 1 t t,:' i 41 t, C:'it kY�,rnT �'�{ � :�+y�'«: �?' ,y ,r L.�+'. ';i. .f +�,•v z�" t: r S ,Y Y.�°,+�."�s+ ,(� rW�'y�,•„3t;Ft,',�..r;.. .`+,�`r�`, �`,.�. '!' Sz.J. SS , ,t ,F. C.. :):- t:t , ;'t g ::(': ra ,:ry ':� �>�.` ,t �p �'•,. :4-r �J tY 1}4'.;+>�. ;r, ='.s=:t -,a r t,' :.� t , > Y:>i ro7 r.'c• rt rrf t;f z �tl{.,�.c�7,�r J '¢ :a ri ;'}j.J'#., .; r, S •.t 'vs )'. ` :., �J. ,� 4.. r , r ;g.. +Y °"' r'�;�ias:,;, �d;,f�!-r3' +, :;#ji .t 1 y t tl.�Aa r{p,;r.•14rt�.:��r J",.a:'l.r. StpiY,a i i i +zr�:! l 5.•', �S i � tt t 7 t�� t h,I�x1'u<d s R� r }".+':i,1rdr+nxervM.'Xrti•+OtP?X',n'S+.,!✓nkMtvv�,V,•w.i, ..,.....1,.,.w....... , "«•..n..:ah'n.r, ,f...,cr.,.. a, r..:.,.it .•.wvt-.wt :. , IlY !4i s f�'tx'+44��t{Cr�t ...,....._....R.c r r,�-.ln....,•,..,.....�.•...,. ,a..t r+„ ,,rP,.,o.,i;rnst w%W.,vu� � � �' 1 � i i a:4>,1,}�' �1, !SI+t+J'r'ati7.iM1SN;1d'WHYn r.'t!{p,t1lr+Jti�r r,«t:....a•.x..tlY.w.f{t, 4€5:,�d t' �7� WATER POLLUTION CONTROL FACILITY EXPANSION 1' CITY OF JEFFERSON ' ,MISSOURI :;�,t FYr f t { f .l 2.2 PIPES r' r A. PE Pipe: ASTM D 2513, SDR 11. 2.3 PIPE FITTINGS A. PE Fittings: ASTM D 2683, socket type or ASTM D 3261, butt type with dimensions : `• matching ASTM D 2513, SDR 11, PE pipe. .1 B. Transition Fittings: Type, material, and with end connections matching piping being joined. 7 ;7{ri 2.4 JOINING MATERIALS A. Components, Tapes, Gaskets, and Bolts and Nuts: Suitable for natural as g and as recommended b piping manufacturer. r r 2.5 SHUTOFF VALVES A. Description: �rt,1l,,, e�� , ,• p Manual-operation valves suitable for natural gas service and with 100-psig �r•,�"bsr4 minimum working-pressure rating. B. Plastic Valves: PE made for gas distribution, with nut or flat head for key operation, and complying or AGA/IAS '} p ying with ASME B 16.40, UL 842, listing. C. Valve Boxes: Cast-iron, two-section box. Include top section with cover with "GAS" lettering, bottom section with base to fit over valve and barrel 5 inches in diameter, and • . adjustable cast-iron extension of length required for depth of bury. Include tee-handle steel operating wrench with socket end fitting valve nut or flat head and stem of length i required to operate valve. r� XECUTION `�•'� :! PART 3 - E Q`s't14'a.kt 4;k.0 3.1 EARTHWORK '? A. Excavation trenching, g, and backfilling are specified in Division 2 Section 3.2 PREPARATION ' ' { $ A. Close equipment shutoff valves before turning off as to premise piping on. �,•.,;�'�'r7}�' g s or P P S secti n'k'', CS-4199-00 `'�"� i 02553-3 NATURAL GAS DISTRIBUTION fr RO—3/19/01 �„'4 �+�� t�ngMml� ��>� �K. .,,,` »ew,r,+Kw, Xwnusrvwe.+waruars.Y+.�?+..»7.•...^ .,,•,,,,t,,,ns i4>1 r 1•�'v ri;�i�t�!p,$/z t,V.'r,:!/,�`4�1*,•4.gJ�.,�•,�1'u y V wK'yFn i iur`?�'�y'.4 1K.jd-0}lfu,„•'•y•t'T�(t,`x ro:4•r,t r�,„a•'�k,S;,.f��+/Fit,'..y�,.;';,.�'t:Y{�a?r tI�d:'.,t:.�.z:r�.t i j,t 4L•l��t°.c.$}..y ry,x rti t utt,+t,'.-..:'':t.-.'';..�Y l��l t=K y zf S.!t”.":t,'a� a1 t,. t S f+G 7...'t.f,s+i',K�1'i t{f'ts.,„'s{..r'ts' • ",1 l'�'.,Sr.G.7 y.t....'S.;S..5K-`�}i{I't S r�.'.1�{)t a.'!t`Jr.t,.t.,a 't''p t r r.,! 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' Awl .. 1 � a .. f r .:. -.. ..,•.r.. ,a.,.,., c . ...::..y.:+r,".raa,x i �•rJt �$�k. {,t .. { . .+a A.'.r ar,:H.c:f ai•;..r-r, s.............. .....e.... .,..,........ .. .... ....,.._. .. J yp �1�,+ y i ) X WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI B. Inspect natural gas piping according to NFPA 54 to determine that natural gas utilization devices are turned off in piping section affected. j C. Comply with NFPA 54,Part 1, "Prevention of Accidental Ignition" Paragraph. 3.3 PIPING APPLICATIONS _;';f1;;= A. Flanges, unions, transition and special fittings, and valves with pressure ratings same or J higher than system pressure rating may be used,unless otherwise indicated, B. Underground Piping: Use PE pipe,PE fittings, and heat-fusion joints. 3.4 VALVE APPLICATIONS A. Drawings indicate valve types to be used. If specific valve types are not indicated, the following requirements apply: 1. Connections to Existing Gas Piping: Use valve and fitting assemblies made for 1 1.�.I ,.� • r:['{fit �, ,`_. -1 tapping gas mains. ��+ ..4��i.1 fit•,!:�J�{{,� J i^ 2. Underground: Use plastic valves. Y �y L i 1 ? �.,t .�J'S 3 1ry9: A,t 3.5 JOINT CONSTRUCTION ` A. Install unions, in piping 2-inch NPS and smaller, adjacent to each valve and at final 'r` f°''"' connection to each piece of equipment having threaded pipe connection. `�' ,a ;,a°- <`•r; B. Install flanges, in piping 2-1/2-inch NPS and larger, adjacent to flanged valves and at j final connection to each piece of equipment having flanged pipe connection. PIPING INSTALLATION A. Install buried gas distribution piping at least 36 inches. +' '+ B. Install underground,plastic, gas distribution piping according to ASTIvI D 2774. N Tt Y'Stt . t 3.7 VALVE INSTALLATION ?:6 A. Install ti lastie shutoff valves on branch connections to existing underground gas distribution piping. 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Connect u! �;�Sa ;{° to building natural gas piping if it is installed. Refer to Division 15 Section Natural t " Gas Piping" for building natural gas piping. 3.9 FIELD QUALITY CONTROL ';s�; A. Inspect, test, and purge natural gas distribution according to NFPA 54, Part 4, G 'q! "Inspection,Testing,and Purging," and utility requirements. , B. Repair leaks and defects with new materials and retest system until there are no leaks. r l'� C. Report test results in writing to Engineer and authorities having urisdiction. END OF SECTION 02553 �.`F"� ��`!f•�n`rot h�':`•`+t v. i - y h it ft ( t f�<�t C54199-00 02553-5 NATURAL GAS DISTRIBUTION !ru' RO—3/19/01 r, ir •r.,. ,'.:,•',.'i'}�r,`zryi;' T ',f o a4.7b+s .ti- "`?:'z,+•3 .'.e.t/'1. , t ,7'. %aF.{ ,;•ie:�i�•. °:!fJ,'4j,,.,r7. .ot s�%`, ,�._,r;, kt .,t(,'tom( >re: :�� i'• ^i'.r$?, a?' �: ...�,•, (�D Y „y�,, � y�f",.f�fR,y?h�S 'J`)',� �v),�( Y�3, a}1'.�('r S`;A.f. '!ce .��,'!. 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JarY•.c�,'r,}r'`; L'' i{i'' uir _ Ns•"S it N'� i� 115, Yfrl;t�.�}¢,;`'•f .,..::a ia:,,+uN:it r'ii`U'irt_.Ma{•s4w!}•K'6d,!*wierrii.,<'+.n..a.r.,.,..�,._.. .. ., ,-...,n....r«». .-, .....;r i..r..,r,. .•..r., r<..«.,,.. �..,.. .._ , ..,,.a.. ..n....,..,,,ir,.. �' .', .! ,.,,.., .'71 k?ti`s ''�E�Zt !�adt��'.. ........ .. .. .:�.rw'r..w"w.rrW4w..+d;w...w•I:c..rn..r«.7.�,. :l.w...w,.:aL:.i.`i 1 A ��w'Y,;J{ � t vl icy 3}�ttit WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI SECTION 02630- STORM DRAINAGE �4 t PART 1 -GENERAL 1.1 RELATED DOCUMENTS • i"t, • Y77t ij'YR, .• ' J r.; A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. < 1.2 SUMMARY A. This Section includes storm drainage outside the building. `'e 4,r.,!,.,;::i';•1;,` 1.3 SUBMITTALS A. Shop Drawings: Include plans, elevations,details, and attachments for the g: o following: r i; 1. Precast concrete manholes and other structures including frames covers and grates. ...........r✓;� •! 1.4 DELIVERY, STORAGE, AND HANDLING ] { zffiw' .�srYr t{u tG tt t fit,•s�'r�ad}s�3 . A. Protect pipe,Pi e fittings, and seals from dirt and damage. , ir✓a` •4 Y' "t B. Handle precast concrete manholes and other structures according to manufacturer's written rigging instructions. ' ' a 1.5 PROJECT CONDITIONSyj� �}'��; A. Existing Utilities: Do not interrupt utilities serving facilities occupied by Owner or :.! others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated: 1. Notify Engineer not less than two days in advance of proposed p v utility Pill interruptions. 2. Do not proceed with utility interruptions without Engineer's written permission. }q. C5-4199-00 02630-1 STORM DRAINAGE x, RO—3/19/01 ('x;`1 ,. :£fi•kt, � ��:,,`i<,: A,s.>s Y 'SS 1 J 4 � J 1 (r fi u'' �te,,.f. ,, ts':;.. -,t.,,xt♦thuw }I i t r "! Ee..aaKSaNM�uAAlkaM+R:.astr.K«e. ,"r,.•,� J; 'ti :F pq<, •ri. Nor `,yt•�l .'3.1 _:3,;N. ,,::• t tz: t: ,•+,; .}. ,li„t. •.�. e ,, ^.,,� ., M. ..tt ?tt°: .y. '..t:� �i {i y{ "!.a 'SK:`"i'�.k e:. r' tY,[ V ,.,ft' :,ti;t 1 r'., ,a. �"(s. is .r.� yf ,r ,{ S rir, ^'t•, 1?+ Y? (,>� ,r' pp k.. r S•Y. r i E t .?1 .)•: .f..t§. ^ff':.,> a.., 4`'.n:q L, 4 •:tt t C` 11 %r,'.['.S• ...2i^ �r�'' �.¢,,. .r. t. .;t;.r •r t xY;,u?>• ,�,.:,}:.::i`"^� �,;�.,��d tk '1J •x% .t�fC .t: t •}.�'+. 1. G {l 1ti'arka'�,,-xi :. .t: '4 }. P4:� <' ;t y; .t•5:r`,r ,S's-+�r,.,, }�.i}n t , yy .r, .i`'.,ri`;* .;(Y;t�, ..dtn.ar)t-hh`'�Gr,.�l .a � �','•• tj.,11 hJ. 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'',s t r. 1�'1�ti afft f i'.K�'j•{�.+c��-�...�t �a��gJi�;,ir�.t ,t ,yi%•i•+. t ..s'a:7,jtca�, is t r,,;�.!, , i ;.1 .y t, '.1 i E .•r ,rw.l {. y.'7 ,j.., .yt+:�' �;lj ��1� '^4) 1 %i v;�,'l•: :{' } 1 c . ,5 �xl !r I..,'. 7 f 'i.. ,:fl r:,"' ';i'r , :.,j'. ,. , i.'.t , �.t ...a ,S 'r't'rti+'r�,5�n,t. �7 'n'. i'rlr�.�',*4:�>��!a,',rr-t§ .,,7�;n y lt' , t z ,. ,.;� Q'4 1...' } t r Y. 1 i'; P.t. ttf x•1 {,{ I�a � i {l > �.,,..,.......w,,...,,.� ., ,,,„,,,;,,,,r , <.•.. ....,,,� ,«�"„_.. +.n .r.r.,mmtnc,tnt!'�u r�'1 t. ��jFl fl,r.1�,4,� •:.1'' � .: : rS tt �� i WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI :i PART 2 -PRODUCTS „ 2.1 PIPING MATERIALS A. Reinforced-Concrete Sewer Pipe and Fittings: ASTM C 76, Class III, Wall B, for 1 gasketed joints. 1. Gaskets: ASTM C 443, rubber. 2.2 MANHOLES A. Normal-Traffic Precast Concrete Manholes: ASTM G 478, precast, reinforced concrete, of depth indicated, with provision for rubber gasketed joints. 1. Diameter: 48 inches minimum, unless otherwise indicated. 2. Ballast: Increase thickness of precast concrete sections or add concrete to base '•� section, as required to prevent flotation. 3. Base Section: 6-inch minimum thickness for floor slab and 4-inch minimum thickness for walls and base riser section, and having separate base slab or base section with integral floor. 4. Riser Sections: 4-inch f £� minimum thickness, and lengths to provide depth indicated. y 5. Top Section: Eccentric-cone type, unless concentric-cone or flat-slab-top type is indicated. Top of size that matches grade rings. of cone g 1M 6. Gaskets: ASTM C 443,rubber. 7. Grade Rings: Include two or three reinforced-concrete rings, of 6- to 9-inch total thickness,that match 24-inch- diameter frame and cover. ,,. 8. Steps: Fiberglass, individual steps or ladder. Include width that allows worker to ,� y� � � , , • N place both feet on one step and is designed to prevent lateral slippage off step. Cast or anchor into base, riser, and top section sidewalls with steps at 12- to 16- inch intervals. Omit steps for manholes less than 60 inches deep. 9. Pipe Connectors: ASTM C 923, resilient, of size required , for each pipe connecting to base section. 11;,.1r, tir,,.°.• B. -Traffic Precast Concrete C 913• d Heavy Prec Manholes: ASTM designed ding t ASTM C 890 for A-16 heavy-traffic, � d accor o -:'�i=.2,��,��•::?,,tp;�:� I vy loading; depth, shape ffic, structural ng; of dep and ��,•.;,x,-„,��.ya�; �,; dimensions , with provision for rubber gasketed joints. sions indicated g ted jo ��'��i`' '�:«+�=` ��• ,t �✓��a;fili�a+ Itf 1. Ballast: Increase thickness of one or more precast concrete sections or add i"?;.'fuj ? o•;::, concrete to s tructure, as required to prevent flotation. 2. Gaskets: Rubber. 3. Grade Rings: Include two or three reinforced-concrete rings, of 6- to 9-inch total thickness, that match 24-inch- diameter frame and cover. CS-4199-00 ! 02630-2 STORM DRAINAGE RO—3/19/01 rtn,mC� , , r”"�YK>a3R'P►p+AJprq�Np+>w�.+"'-” "<"�, •+m.. ! 4`�. t >,ibl '1,Ft st'{,r5 \�. If„ 1- '{ ` ' FT It. );, I ,, +WUf11.�neu SW4"i0T`s $tr•NM':M+n+in+.+vY" .�:t S4`, .I,.. pry . T�.^r..^-hT(,')1 .. .,k' S s4�`��.5. lt}* y.)ft 4 y'!�e}i�: kj*i t. .c..: ,,i ..::i„7, f t t't ( f IY , r'., •!. it: 'S i� '!1. .x.t�•1 r\�7�t.,' ! li� F i u) tt' .. (.h •P3Y.s;.rt`�,S +� ( .p tlx,.,yy.,�.,'-7 t .1 !.£ ,. t , r ..,�, yy'�W17', } J1',,ai-tta',..6Y?'r,d�,.'�•,}`rj eJS k��! j ?;,L• ,'}r�,. ry fi�'#. ,ii',r, 1' � tx- , I C 1 r, i ;t _ Fo,,y{ tgf,3f•#:'ta 1F V��yy++:i2Jtt�'4��r .'.<: 9 '. i4 i:jrj,k. �� .S.'�11,C.]11 fY t7Y. ” }"Yi. 1.l•1 1111. , ,�: 1 �, .5,,Y) i ,ri .1�E. ? 1-,1.�rF�'. t 37J' 141,�f;ir,4i`.,cfi�q. ��, .1c/-. �r•^i it rn��`,;�£;t F. 1 ii'�, .,/: ltt.. i ry f- �':rt ✓' ,{ �y 4{ 'W,t a r;:fit;{�.;t,, i•,1.�".�%:,�, 'i ;.� t .t t' , 0 r.# 3"',4,h,�}}'r�'.,K �PY j t 5!.,•�'.y�#Y �. :�.4wJ'/,"} r�r, l() I ,I. ' ' 3` !�' � �t i tel: t�- .t t �r k•�rvi�,... �x�.. .'.Y-' Y�, fit$ a y'�it 1'i t l { y t1 1 . 1 tit � .. J s +•fir >f1fF r�Yf at'J..kY) .{'..':.a t•,,.sn,rtrr..,+,,t+cr»KS,<w,"5sW"Sr Y,tr+,.?'�fiiiar,:e au4+w,.,... -.,._..,._ ,,.•,�. ..... .. .,,,, ., ., .. .. .,...._... .. :r<,-,:n a } 2 5 1v'rk •fit Pj t1y r i1 •. .. 4 r r¢•N+Ar µ.i:,^•.*t'YI'1+/tJr+ror.rlkh,A>«.+.{., ..(u.a,..,..i.'. +�..,.)..+(.3ff })t F �.i WATER POLLUTION CONTROL FACILITY EXPANSION r CITY OF JEFFERSON,MISSOURI t ,t •. i °'•�" 4. Steps: Fiberglass, individual steps or ladder. Include width that allows worker to I place both feet on one step and is designed to prevent lateral slippage off step. a Cast or anchor into base, riser, and top section sidewalls with steps at 12- to 16- inch intervals. Omit steps for manholes less than 60 inches deep. i 5. Pipe Connectors: ASTM C 923 ' , resilient, of size required, for each pipe connecting to base section. t C. Manhole Frames and Covers: ASTM A 536, Grade 60-40-18, ductile-iron castings designed for heavy-duty service. Include 24-inch ID by 7- to 9-inch riser with 4-inch ` minimum width flange, and 26-inch- diameter cover. Include indented to p design n with letter SEWER" c lettering "STORM SE cast into cover. 1. Aluminum Vault Doors: single or double leaf aluminum diamond-pattern plate, reinforced for 300 lb/ft2 live load with a maximum deflection of 1 1150 of the span; aluminum channel frame with continuous EPDM gasket and exterior `••: , bituminous factory coating; aluminum hinges with stainless steel pins; stainless !� steel snap lock. fs ti i r 2.3 CONCRETE f i• A. General: Concrete shall meet the requirements of Division 3 Section "Concrete Work." ' 2.4 PROTECTIVE COATINGS �•' tY•, 9•'if. a A. Description: One- or two-coat, coal-tar epoxy; 15-mil minimum thickness, unless otherwise indicated; factory or field applied to the following surfaces: i! irS. I 1. Concrete Manholes: On interior surface. 1 2. Manhole Frames and Covers: On entire surfaces. ' PART 3 - EXECUTION 7 ' 3.1 EARTHWORK �7�rt � t;• . A. Excavating, trenching, and backfilling are specified in Division 2 Section "Earthwork. r,. 4 INSTALLA �t1d_r,;�,�y .'. TION 3.2 , GENERAL A. General Locations and Arrangements: Drawin g P lans and details indicate general location and arr angement of underground storm drainage p i p g. Location and arrangement of piping layout take design considerations into account. Install piping as ;ri Q indicated, to extent practical. il' � i�J�;vim`'`i�n••: ' C54199-00 s' 02630-3 STORM DRAINAGE RO—3/19/01 rt "'Gygih �d 1P+AA�M'"u""'f' �rr q 4� ,, ��MNM,t1u:lJMV>FMW.M�4-t^+ 15 1�5 �O f � .Y• ? .i � f :5 i } ,�' i �Y.r ttt. IS y !,� f;: i F. i. 7 .i � t . }'. f ,. it ;f s, .,• ".t r. sr '' a rt itt 4i 4ts x t� llzt. (t , r 1 SI t.'.1 l t ♦tl'�1 t �':'kd1Fr5tM,^'nhthtre•.,. . ., .. .. :....:...,. „ ...:.. .•;.... :.. ... . ... .. .. ... ..._............. ......... .........__ ..._. .< ,.....,,w. rr�»sta.V#.''�r „ WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI „ B. Install piping beginning at low point, true to grades and alignment indicated wi th ` unbroken continuity of invert. Place bell ends of piping facing upstream. Install f gaskets, seals, sleeves, and couplings according to manufacturer's written instructions for use of lubricants, cements, and other installation requirements. Maintain swab or :';: •;.,,Y:f:' drag in line, and pull past each joint as it is completed. ` C. Use manholes for changes in direction, unless fittings are indicated. Use fittings for j branch connections,unless direct tap into existing sewer is indicated. D. Use proper size increasers, reducers and couplings where different sizes or materials of ' pipes and fittings are connected. Reducing size of piping in direction of flow is prohibited. E. Install gravity-flow piping and connect to building's storm drains, of sizes and in .r i locations indicated. Terminate piping as indicated. 1. Install piping pitched down in direction of flow, at minimum slope of 1 percent, unless otherwise indicated. 2. Install piping with 36-inch minimum cover. F. Extend storm drainage piping and connect to building's storm drains, of sizes and in locations indicated. Terminate piping as indicated. '.• ' G. Install ductile-iron, force-main piping according to AWWA 0600. 1 ,�•4kt } H. Install PVC force-main piping according to AWWA M23. I. Install force-main piping between and connect to building's force main and termination point indicated. Ail J. Install force-main piping with 36-inch minimum cover, K. Tunneling: Install pipe under streets or other obstructions that cannot be disturbed by f '1 tunneling,jacking, or a combination of both. . ;� 3.3 PIPE JOINT CONSTRUCTION AND INSTALLATION A. Concrete Pipe and Fittings: Install according to ACPA s Concrete Pipe Installation ,;,j'+; Manual." Use the following seals: 4) t f, 1. Round Pipe and Fittings: ASTM C 443, rubber gaskets. 3.4 MANHOLE INSTALLATION .r: /•fir, �:�,�� `'`? A. General: Install manholes complete with appurtenances and accessories indicated. C54199-00 026304 STORM DRAINAGEf`. 'z{ RO 3/19/01 y'k, 7«i r i Si '' ,^+' rr'is:aflki?If3Fwttatw:».-x»«..�.... .. ".w.ww,nr4:.M4y1tUiRiixvi 4www+aw..."' ; rt .'t t i r, h j �1ik / 'b'✓� � 'k IlY �� i i' i 7 � ',t..� ,} Ij lid 3'ypa i it}tl•ry�'� yyi l�'t`t1y9¢�. y�11 :_i I :} :'` 'fi, f I,t '�4t.1•7`1 tt. it,vr+�t�`�f,tirL�,,i�'�: 9 R r t�".A+�((S rX� Y7 t J t. ..'iyy t"'Ft"rll��i�2 �ii'$S�Xt•Yt�'�t�t 1/I�,t4��YtYt"i"t•;� "i' tl+te. 1 ,1jy }'Y. ,414 iC�ttfi k } 5 } I rt�.{I(uYYM.vnYdtdry)i p•r:.li UViMJ i „u„n.� ,,,..,r.,.r , to ,...........,.,.. „ .,. ...,va , .,, . ,..., rt.r .....r....... ` WATER POLLUTION CONTROL FACILITY I TY EXPANSION CITY OF JEFFERSON, MISSOURI j B. Form continuous concrete channels and benches between inlets and outlet. C. Set tops of frames and covers flush with finished surface of manholes that occur in pavements. Set tops 3 inches above finished surface elsewhere, unless otherwise " :! indicated. D. Install precast concrete manhole sections with gaskets according to ASTM C 891. Y,Y St {' 3.5 CLOSING ABANDONED STORM DRAINAGE SYSTEMS A. Abandoned Piping: Close open ends of abandoned underground piping indi a ,r,,?r ;�;`;;. ted to remain in place. Include closures strong enough to withstand hydrostatic and earth " r pressures that may result after ends of abandoned piping pi in have been closed. Use either procedure below: } t I. Close open ends of piping with at least 8-inch- thick, brick masonry bulkheads. 2. Close open ends of piping with threaded metal caps, P lastic P lu gs, or other ;;';• acceptable methods suitable for size and type of material being closed. Do not use wood plugs. ' K ,; r+ ', ;•'HjrnK '?..A, +.: t y�,, .', t' „^t:�.i 7 y,.`. .t ;{. f,:.4 hrl/%':;k_tl M1 ". `J �' �, W'. 6-;' + " �r��.ryiF'A�{� +� 2^ .rl.r• j.Nl ,'tt t .dXl"t tt t •. t'+s f` r 1'x h t � `x 5y,.tv' d''�F.j4�F,.t'� / r.�`}e�.': 7x t ri�}t {S 4 i "t(.t ciP..# �Y �°+p$! 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Lr� i, • tt'is Yd7 � t��"��g'74 t�'`{A�} �X i�� i5�� i y:�Y '�t i� n;+iL f'f. .�: ,i ,, A ,.. „ t. t/�:a43,s r�7.,t._4. �s..:f.LtYli+)..iirct•i.LSin..rx+• ..a>,:.:b. G:,..ss•�.r � 1f '.`it, l r '�'. ,,ty't'# ,n ssa fCt f,,,��♦♦[[y '� u... 11`.,hK� �i«e'R:.,{ei:1+.v'Lli.+;d�ue,..ww.k.116„L..,..w.t..,.............u......a.. ��'8 yS yY�iiv'i41'iN+.'�SFYIY&Slniti.�:r+> •NwM akY,A.A i(, WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFER SON,MISSOURI a, Alignment: Less than full diameter of inside of pipe is visible between �v structures. •t 1 �:•;.,,• h deflection that prevents passage of ball or b. Deflection: Flexible piping wit r :r cylinder of size not less than 92.5 percent of piping diameter. C. Crushed,broken,cracked, or otherwise damaged piping. ; �.. d. Infiltration: Water leakage into piping. rfi, s from or around piping. e. Exfiltration: Water leakage materials, and repeat inspections until defects 2. Replace defective piping using new rF'y are within allowances specified. } END OF SECTION 02630 ; r. y k PUP p t Tj' }ik•' 'j�Q �� 3dt ` r n C54199-04 42630-6 STORM DRAINAGE RO—3/19/01 _ �>"�72 A "r�y�iS}�h�4''�E'`iT�+;{j° ''v t• ' ZfiS'"}'�r"' r�'5g� A°'`"�ji E' �` r .; {,1 • y ;Y'j4 ^}'H � Jt,Y 4 'M1LS`. 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',i.• .,,,i.i,;,1. ,^�}r,';t)is{Pjp¢ 5�� .+{', �f,�„ ..7,'iii1�� '•h+Ym�},tiM4itiu]ifi,'.dY@ t;+WS4xl':�MttraetSmeUwi,N.:+»o1,.w.,..,..o.,,.:w.vw.x++n .,5^+tiiirorvnvnf. ,ttw-.r.r r*.,',nvnrnn.,mm,•w.t..wa.�,,..i+..• «.a....,.....».,..w.«..,t,•.�,:iwxnd.',nax4 nn+s".+i+:2•r<i,t,�'a�aaatnn!rtwlel big+it1i41u'Nh'tv2i�Hw'eniVtlai.wJlwi.M 't�i� C6,..r';�t ' WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI SECTION 02080. PIPED UTILITIES - BASIC MATERIALS AND METHODS t-b PART 1 - GENERAL t7 ."i4 l ,L ltt, 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementaryr~w `. Conditions and Division 1 Specification Sections,apply to this Section. 1.2 SUMMARY ya..�r ertf9,, A. This Section includes materials and installation instructions common to most piped utility systems. ':fti"" h 4 n5�a�{�fZit"t"t r PART 2 -PRODUCTS lw2 f WA {i 2.1 GENERAL ��" A. Product requirements for piped utility systems are defined in individual Division 2 '>_; 1 i E s j1 piping Sections, and in Division 15 Section: "Basic Mechanical Materials and k:. Methods." PART 3 -EXECUTION1 3.1 GENERAL t A. Installation requirements for piped utility systems are defined in individual Division 2 piping Sections, and in Division 15 Section: "Basic Mechanical Materials and r'r' t:.:;',,• r•};f Methods.” #; .itt�fi;;:;:.•:,. 6, �.i''t��,� END OF SECTION 02080 tf.; -Ail ' C5-4199-00 02080-1 PIPED UTILITIES BASIC RO—3/19/01 MATERIALS AND METHODS ,, it .,✓.'�X�•�(�sf 7€ ,��' �1,{c"�«y�C`7',t..aJ.{t�.,,t�t,'+✓a,i,'�•�n:i•,.j.'z.�`�,a p%�t-r{'•„k�s t ttl f(tr-�i�.t..{�k,j i„.{t.5 t,i b g5.�...ry.:t..`tc'+.(''Nx T r.w.i��.L..>t t 15.t':',rd1,,t,•p%1 0.1r�i.0 1,.q,,t•°S..r'{w.t ti.n.�••.tr'5 fi+^.'.,.,`�(t4..,,,X.r}.i,',�',1t.,”,'..i.v•,.:.h.it•,t k t t 5 N.i'.r:V«,�Y11. 4!' ,J..N({f,:{x.qy Y'Yt j JIFFtSt. .t.(;.;+i.7 t ,„tr',"�;;:...y f3,�,„:3•'t..„,t.,.(4(,:.1�'t,•y'�✓1,}:✓z,'.g.tsir 4,.:;•r.c 4 s�"s''t'AY';:er".,S�::Er•5•,yc t.rly'r.,.3-'1.,.,...., Lti`..�.i�..•S,,�:�•,•{,,.:.'?:,a i-.j�:�1=r:,;5.�`?J1.}€..!x,.!.t.,.:•..,�r y,Y i.r..t.,,Ra'•r��.��,.S s s r'y'.(•'d€',Vl�'�"t 4•n. 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'+ !.•.i p. tt i�; sfi 1„�:t.,1!'tl,tti<I'i•'t'i.:x:•;'S'{aN,+L�iMf"ro'i'j9 t �t I� s j4 re «y�.i..r{ •;'s s ,.: ,.- r! 1 t'aS ,J,< ti, (f + r 5 t fi '•s rat �t�o ,t . � .. i 1 - } � � lr t tir r5t47�#r x IS��S�`'�iS r�•ut(. , v ...`. t ., ..'r. �, ..,,•,,I ., a 4<t~ ,:.i.' .'f,r. .r�+,-•'Ffi�e F� r +:xt',"o;.`,.t ,:xr. u}} w73, 17 •,t-,!'!. , + Jt I '� .{ SN 4. f }tom<k.l tr J.jR. i '�.�:s•t A"I rw`}ft�. }, ,t, Y bll}�t.:�'<'A 4 g •#.R ✓� `�.rh yy'�,4 'Lr .F ?F• a °• "r £a,�Ct t iyi,��.' a a '�`s # ( r t�R° �'�� : e , 4� €yam t•�y »rA �¢:�t' 1't1.i` r.:.., � •C �.1 1 '�. 'f (� 1''y`Yf a�Y�. tLI��yN�'f)IV �..5, Sw..n..Aw.w�baiwgbeanh'+I!wM+Y,irttH+*k 4ew..»,....w I,.....,.. ..._�....a..._._.,.,. .,,.,»r.,M...�L.,.. ,,.z..:..,f.,.,«.»n..,.. a........ ......... ..,,...,...ti,...�...wlw»+aariw.w„w.na.�...xrru,.ofKrenw.�W>+rw+it.�..�,,.«4a',..:6i.'`•lr <t:i qty 4k'�wl'r al��..�:ra, { x� WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI 4' rt'�nr� ` - SECTION 02741 HOT-MIX ASPHALT PAVING PART 1 -GENERAL $; y ,,i ,� r•,;2,�.4,t,i�7 .�,r..,.aj 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract including General and 'fr°T�� "7 't Supplementary Conditions and Division 1 Specification Sections apply a 1 to this J Section. p �w{ "tr,�y :J 1.2 SUMMARY ? ' A. This Sec t ion in cludes the fallowing: �.'`•� ��'� 1. Hot-mix asphalt paving. 3sx 2. Hot-mix asphalt paving overlay. 3. Pavement-marking paint. 4��>-'�,u�r��`�.r..: • t d Section he following: - B. Relate s include t �t'''•;x�F��,ri,'E�r,;;� ii 1. Division 2 Section "Earthwork" for aggregate subbase and base courses and forik'''` ,$ :} ;'.,': a t�rr>�4��'rt aggregate pavement shoulders. mf�itk a 2. Division 2 Section "Pavement Joint Sealants" for joint sealants and fillers at pav- ing terminations. I'll '1r EFINITIONS `t{ ` F ,f ff,' ];'s!), A. Hot-Mix Ash `'''y ' �r '� x p alt Paving Terminology: Refer to ASTM D 8 for def s of terms. 'i��'�f��,' uution r ` B. MODOT: Missouri Department of Transportation. � `f ,;4x'' ,�;• 1.4 SYSTEM DESCRIPTION A. Provide hot-mix asphalt paving according to materials, workmanship, and otherfi4�*`± sr applicable requirements of standard specifications of MODOT. 1.5 SUBMITTALS ,'t' A. Product Data: For each type of product indicated. Include technical data and tested physical and performance properties. { :I�::.. rr� 4 r,tY;.•... i B. Qualification Data: For manufacturer. C. Material Test Reports: For each paving material. # t, D. Material Certificates: For each paving material signed by manufacturers. {� C5-4199-00 02741 - 1 HOT-MIX ASPHALT PAVING .' RO - 3/19/01 gyp ' j ;�;,.:(Kft;.,«s,y ?PJR!°°"«e!""""'.. ( i. "",.^+M'wt'w'ffMIi�Y�Wd,Y+ztt¢!uF.'�A,,r,,,',,r»r'r'..,�.-.•'"i>'�. .,"�', ,"(; ` k'�,`}� •�8 IN �ti,a; ).s 1 -U �,A ';i,.'>7.',,.r" ,;ra.�,' !' '.,•:•Ci.}{' tt. .l .? c .{ j'.;! f ? ! ;h J,9>.Sa,��,.,gr,.,,}.�;l,tk+>♦;S rY+£ .t'iqq pp+''.';' ,rr ,�>ii f��.t,.fyr,Pi 1' �t' ..� .,al,:i ;, al I ).:'f.. � , ('SI;.r <. 14''- i.{.. :Y.f,{., rr,::`t'••�i'x' rti'.'. .t. w•t}, y '7'2•'Lrl. 1t ,'t'r I-➢.,, f.. ,� '��" f;., !b .'';,: 'E' ;E4, •! }.SC ,V, }' .{, n '�, { .J y w G,.., ,{.y,^`; L�`Y+:;, i;e >tJ� ».rrt!' 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(i .t {' 't'. �,!: `.S+�';''^t�/!" i a� l S• � ii .s' '.`R, f:��• ? .t;�i'' '.'�t.,,��-ci°2d,ar .r`ry-a'..r' .,fr 1 r :�e -s .t.. i i> ':, t s'" Cl :.It".':SYtl)..,,,, _ ,&;t,t,,..tt't t1 �n� t1,}{r 5f tr q.Nd:t ,4', �« .t�. 1 r': r t �'. ,_r• t{ ri, t+. ,}, .,.��. ;➢', r.?° ,r ., ,ci,fiFt�'�.aer„ ,r�•d':•�" tS.s„ .F.➢t •.�..yy rr-'f' .Y' �'i¢ xr. t- tti4, �'t„+��:� •t�Y S. 4 �'} �' �t)<".{,'y�1 F✓t• � E'+..4..il.+,ra.',i�. f` i1:: .,:: i't Y '.:i.", 7 t �:;rt,¢..,::;.z;....,..'.:"?,.,, �'"?"" ,�y}��k;:'1}'Sq"r'i'�' .�.r'.'� �) 't i�S, ;il l { 'J d 1 j, t' { .i Z i fi Jt.�♦.¢ #•L 'i r; is '� .l+I �,!fr il:ti�$.�-¢'.f•L�•r},; '�.Y ..yf+,r.! Y rT. �f' '7 � ,� y 'Y, .t'. ! 6 ',S) rail.71, ;; .t ,•"iY �y( yjf�7i'<.�.:��j( �.v.{ L.r A�g"j{s 'i6�. (Jl."!/,'r• >' 1 {. �'t .i' }t a"' tt: , P I ! r to �7. el #,U {f i . .,L..,d. 'it } .� �'. L t .;Y .. ,Y t }. S a [. i nr ✓ '�..;,s,,. I!j #� �� 4,fk`�Ra�3�la �6.{•!��',t1`.`- :,Iii °'� rr a s. ..d .tr:. t .i'� 'r' t'�' r `s .yy �i t. i:y ;.,t:e,J. x y,S�`,}7�,,,;rr+��Z` } i't T' tYC�•+J:r�. �'' r 1 .�; t ., t r t `i. S� r,r. ,} 1 .I's }�,�•t �I jS, .+;�P{ tab �'(;ti'.�{(' >s��,, : ij�r} j Y{. • wa....,...n...«....,. .i......,._,.... ...' ..,. . .......+,......,.._ ................... •.......,.k.......' ri ,,,_...... ............ ...,....... .ur..ww,+iMit9 c r. s f t . WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI 1.6 QUALITY ASSURANCE : :%, [7 A. Manufacturer Qualifications: A qualified manufacturer. 1. Manufacturer shall be a paving-mix manufacturer registered with and approved ' by authorities having jurisdiction and or MODOT. t B. 'Testing Agency Qualifications: Qualified according to ASTM D 3666 for testing 771, indicated, as documented according to ASTM E 548. C. Regulatory Requirements: Comply with Jefferson City and MODOT standards for 51 asphalt as halt Paving work. D. Preinstallation Conference: Conduct conference at Project site to comply with g, requirements in Division 1 Section "Project Management and Coordination." I 1.7 DELIVERY, STORAGE,AND HANDLING (� A. Deliver pavement-marking materials to Project site in original packages with seals '_•'„r„':: `` r• 4 unbroken and bearing manufacturer's labels containing brand name and type of material, date of manufacture, and directions for storage. B. Store pavement-marking materials in a clean, dry, protected location within temperature range required by manufacturer. Protect stored materials from direct ,:`� ,. (;`;.`L•iY°R'; sunlight. ; ; {.: 1.8 PROJECT CONDITIONS J A. Environmental Limitations: Do not apply asphalt materials if subgrade is wet or r; excessively damp or if the following conditions are not met: 1. Prime and Tack Coats: Minimum surface temperature of 60 deg F (15.5 deg G). 2. Slurry Coat: Comply with weather limitations 3910. p y mitations of ASTM D 3. Asphalt Base Course: Minimum surface temperature of 40 deg F (4 deg C) and rising at time of placement. }; '"'�� t?� 'r� gat�4i`'"•? 4. Asphalt Surface Course: Minimum surface temperature of 60 deg F (15.5 deg C) ., } of placement. `' � at time B. Pavement-Marking Paint: Proceed with pavement marking only on clean, dry surfacesk and at a minimum ambient or surface temperature of 40 deg F (4 deg C) for oil-based r' :V materials 50 deg F 10 de C for water-based materials and not exceeding 95 deg F (35 deg C). 011 ;; . Pie- Ell � C54199-00 02741 - 2 HOT-MIX ASPHALT PAVING , f. RO 3/19/01 4iri��{•`,t h .. .� < .. ,.' , , .-7 ,^".-.+'r-w.+S'w''AWCT.W"!" ..._ v+...r.vMN OY.*,1.'.,t�1�71'littilt��r�lVId1E7�Af'et's2wnt ,�}... i w.,.'tia�� , i , t^�.7i tY ��r.'rs}tc� � , tt �f Jt ',a y:• •' 1 h � t .R .i tl i` i F`�1 A if t!•�1 }�tj t 1 })i K .,ir ih..irF .tf1 }� ; �� yi � .'.. '." '' il .is+ Y t t..t+ y'?.� �v.�'.aG�✓l�r, K. yy Sr. i i 4 4 i r4' t a ^if a3 yy x '•.P hj iris f.I .. t�,fr 1i°rft {{•`t.,'' ;,�'; .tl. .. t k i i t .f t,, ) " r,.kV�1/A'*�t/iL, •!^'� t yf �tyh itti �.• 4 '' .. ♦ Y' :,i-: •!1t tGl>>'�*.11Tt JtctivM�k+ rMk�ti�.w'yinu::i(o-M.;.irw�i.Fi��r r�.i w5�v "Ra.T:fr fR , �' '�i �: t i. � . .,ds., t ,v••�:.:,..,,�. •. ,.,�....,:,.n+,+.w..r..�:x�eh,yeC 4i•uMn'+7{.E{/.tFWtJ.",1M5 "�. {' .k..+s;ur;;;eaarr',Yirb:33rvs;urea}vN�ab+tit�r�miXll..It�M��r4av 1. -+,r.•..�:x,.,,+t�,(..t�,n•nrro.. •R;r.. .1,.f,,. ..... {r j4 tl�P�kf�t{.:�j' 7 WATER POLLUTION CONTROL FACILITY EXPANSION ' CITY OF JEFFERSON,MISSOURI � I' PART 2 -PRODUCTS t } ` ti t } a l . 21 AGGREGATES A. Aggregate for base: Type 4 aggregate per MODOT Missouri Standard Specifications for highway construction standards Section 1007. ►`2� Ysy ,`* ; '.:' B. Aggregate for as asphaltic concrete: Aggregate er MODOT Missouri Standardxtt�,ra', P p Specifications for highway construction standards Section 1002. 2.2 ASPHALT MATERIALS ,°7,tt: t� y::"•. J vt 3'N1s�;.v A. Asphalt Cement: ASTM D 3381 for viscosity-graded material. ry, B. Prime Coat: ASTM D 2027,medium-curing cutback asphalt,MC-70. C. Tack Coat: ASTM D 977, emulsified asphalt or ASTM D 2397, cationic emulsified asphalt, slow setting diluted in water, of suitable grade and consistency for application. t Viz, -,r� frrJ,4°Ai'y,1 D. Water: Potables 2.3 AUXILIARY MATERIALS {;��,iii�si,(..•.,, A. Paving Geotextile: AASHT0 M 288, nonwoven polypropylene; resistant to chemical attack, rot, and mildew; and specifically designed for paving applications. + B. Joint Sealant: ASTM D 3405, hot-applied, single-component, polymer-modified bituminous sealant. C. Pavement-Marking Paint: Alkyd-resin type, lead and chromate free, ready mixed, complying with FS TT-P-115, Type I or AASHTO M 248. T 1. Color: White. .'f' t tI l �•tYN PART 3 EXECUTION r, f'S,' 2 1713.1 EXAMINATION 7. •fit 4;+. P'f;;r.., A. Verify that subgrade is dry and in suitable condition to support paving and imposed ,.t�„ 'x ' `" loads. B. Proof-roll subbase using heavy, pneumatic-tired rollers to locate areas that are ;"%?fkS {it unstable or that require further compaction. fit. y^ C n} 7t C54199-00 02741 - 3 HOT-MIX ASPHALT PAVING RO 3/19/01 ',;�j{','� t1'L .'her;r!•.R •l`;t.••t c 'Yj, X13 s,• kA W .,+.;i'.d _-, w.Rw,nxcremxiewu�r.r.r•r^ ! .'S +( ,t Aer �.. 4ti+,^,a ,� t^a iiy!`ry,, �P'.?!.'�r.,t' f s t x r.; ) .S. Y ry 7"`: 'IL+< si!%',1rT•Y• ror cy (i}' ht ;;ri �fi �! `..... ..g'�q,,G'1 ',A ;'1 yY f.' of t�,;•i '.i` irJ 4 ' y`�� ! } 9. f' "s•. ,.-,y. .a ): �' �i';, y ti r: t i" �}S 5;,�iN?its .Ttc',i'J cit4. r�'.. �' u.j, d 'it t .�i�:7, :,ytt 'Y Z' y t:' r"Y iy .S< ft t1 titY S,t ut,.. ,tJUtf' {.f,f`• 'I�rrc'„' �"il,rc�''�•:F� `'' y,"!'�':�i'�Y'! r.'� i �t�,5., r. ,y.t : .£. i.tt:i •, r. ,. t i't„ �; •+#�'S., 'z°,��:;, a• 1}�4 ..�,<r'h a. r� j: .... .•� '+t. ,.,.s:Yf, i t 4r 't 1 n, r .^g,. +:t,�. ,'L.,.�7,'ty-�,+ ,te;. h sy1ty,`cis d, I f... .t”' ..y.fi f .t 3 ,E. .,...:..,. s<.- :t .:f 5.. ':+ >F3. f':�`�'r` u`.n'" :yb'i*`"j::.�4 :ri"' 1 i'. n.tt"•4 4'7 `.i. 1`axs,fiYY}E'g3 alfi 7t.;.. o i� .t r. .s' .:1 t,. '•{ t �;. c 'j .ty .ti. t •»A.J+'. ::1',ky,itts,v. ,'.l .")•'t t:,j,r .,I;+.. .< <tTi}' ,s�u .t��. � ,C{!f.d�tll n„• j( i, s. ,M1 .z. F..y { taS- .ir:,,'•»;.r�x t �3 dx a/ , r:,a. T l„�''f)�?P' n +pl +`D. .}M1 v't�:F.� t,k�:.r i lif�H 1' id,. ',:lj. b. t ';�'/:+'. 1;v `�' 1..•1 A :.7 a .x; N.•')t :r. i �6.♦.. (( rr �. t'�i iz,..• ,< �.t •'fit^:,�'.y'?,`i•''il,. ..fu; n.C,,+�;,.: i :)"at, •'.✓�'." "!Sr ,J,^f. •}y �{ P�'7. ..r •}� >tz•')'r,,i�• ,�;w'y ,(f. t.. ,.ts. f, ti% �.b .,`. `,'?{ y ,r .t. s, .4 r°;. .n: :�`. Y. a.r.�i,n .� �'�fl�< n.,s�?.tlak,:b;,`�{tu'ti.r,„�,i#;�,L'?.;e,Y:.,,t�.<.d�t.,•�r';c):tj,; >�.fi{ilr Sr U ( i, ;7r,^n;' / x..1: is v s. r E Vii. t:n'}lr,v;si;+'. ., t 1�,�t '{fi..i'.:'i x T"t:,',;I.ti5!.;.`l.•r'fx..r`r„,.,:.`;t,,r0l,,..p7'1 i f.:,l�,i r{ x t,r x'��..� K,}r;G .9mnt:, 7 Itr' ,1t:. �'.!t, 'ttr• Ylf a .t t t' r , :Sr ...,t'x, i rr;c f.rt..c7,.a. 1ss t��S.X S�cY;,it r, ,Y.,tTw,Z$' rt`tt aSt :.t f,1 .C4�,b�:( (:'.'::�t;�'t�t<�:t.i.T ,.,`v+,..•fi„ !.0 i .'j ':i. q. .ta. f 7+ 't ,i t f i ! rS.' .1 tl 9c•r+trT .1, r!. �if'1�' tsy� 4t f,. ,,2':k,r..t.; :.-)..,t.:'F,' .i 'ie 's ra i.,, :,ire, r»'Y+ S�.,F��i•„•.'� 'Y}i�}ril,,♦,�+j t, �tr4 .) A y ,rx„ .�:• ,i.:, i-dfi v+'' i.}if.�Qtd,a„#1a��. � d'f,y.4� �•,�td;Yft t, r, t ,�'�) ; :r: ty. l t ^'J :'A�t`��i;T:r•'t:�•'.iT�9;yS1�:-{. „f1}t S'.•�.ry�- }tf. ;.r t f �j t �s{L r t 1 '��• t t ci f� a t.l, r„�r. .t •,ir t�n.t', s ea�,��x�'t,i.;�r'f.r��,��{{l.t{� (�:As ; `.' a •,.. , .... . ., .. ... .. t �/ t > 3' i.ti , i� 1 tt WATER POLLUTION CONTROL FACILITY EXPANSION 1 CITY OF JEFFERSON,MISSOURI n C. Proceed with paving only after unsatisfactory conditions have been corrected. 1 3.2 SURFACE PREPARATION 1 A. General: Immediately before placing asphalt materials, remove loose and deleterious 1 material from substrate surfaces. Ensure that prepared subgrade is ready to receive d paving. r; ry :,,;: ' 1 1. Sweep loose granular particles from surface of unbound-aggregate base course. ' Do not dislodge or disturb aggregate embedded in compacted surface of base s .{'N✓r. course. �f,rt'Yf: t Y.ly B. Prime Coat: Apply uniformly over surface of compacted unbound-aggregate base course at a rate of 0.15 to 0.50 gal./sq. yd. (0.7 to 2.3 L/sq. m). Apply enough material t to penetrate and seal but not flood surface. Allow prime coat to cure for 72 hours ' minimum. 1. If prime coat is not entirely absorbed within 24 hours after application, spread , sand over surface to blot excess asphalt. Use enough sand to prevent pickup un- der traffic. Remove loose sand by sweeping before pavement is placed and after 7 , volatiles have evaporated. 2. Protect primed substrate from damage until ready to receive paving. C. Tack Coat: Apply uniformly to surfaces of existing pavement at a rate of 0.05 to 0.15 s f : gal./sq. yd. (0.2 to 0.7 L/sq. m). 1,',, ,.:r'p�tn i'+!?,�:•:i;- 1. Allow tack coat to cure undisturbed before applying hot-mix asphalt paving. 2. Avoid smearing or staining adjoining surfaces, appurtenances, and surroundings. Remove spillages and clean affected surfaces. 3.3 PAVING GEOTEXTILE. INSTALLATION ?' A. Apply tack coat uniformly to existing pavement surfaces at a rate of 0.20 to 0.30 gal./sq. yd. (0.8 to 1.2 L/sq. m). rt :11y'j l B. Place paving geotextile promptly according to manufacturer's written instructions. ! Broom or roll geotextile smooth and free of wrinkles and folds. Overlap longitudinal joints 4 inches (100 mm) and transverse joints 6 inches(150 mm). • 1. Protect paving geotextile from traffic and other damage and place hot-mix asphalts+; ;5 :' f " paving overlay the same day. 3.4 HOT-MIX ASPHALT PLACING 1 ; A. Machine place, hot-mix asphalt on prepared surface, spread uniformly, and strike off. Place asphalt mix by hand to areas inaccessible to equipment in a manner that prevents _,..,a ,.4,4 t >, rt , C54199-00 02741 -4 HOT-MIX ASPHALT PAVING RO - 3/19/01 '1 ,/,��f �� .. t '.'f-'•.! ��>�#qty S. V „• w...,1.........�,.r ..w" 6t3Y'�� , 13.K1�6§j}%, it,F , �;'44 ;.,'.�'. t ttl�r 'c1y ' r l Y +� ,. ', :t �, r.�tt, a^`'t!�t!tfi�i��•k. �y ' .r... � '.4:t, .1 r. ,.r'. i.} t .1;: r�. - .'1': } �r� y r 7 r�l•:t'tir•1j;4�;r `Y�� ;, 't }'y�'ais• � ¢� 'r::' ++t'r i.: �. } I ..'y " 1' ` " ' {; 2+ t {ltd, }�� ' 'it1�j �S}i1"•: �'t% � '}t C l + r� '�} t3 , ' n "p .,t� k.}.trrfx`xfit.!{ i L•. r i +t .k t t •.` r .. » ~ ..t ,..,.n < n .. rnrMO .«. A �i;cAii�`1J.4{j F�i,rj,r••s. WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI r ' ,��. .,.. segregation of mix. Place each course to required gr ade, cross section and thickness when compacted, 1. Place hot-mix asphalt base course in number of lifts and thicknesses indicated. P � t 2. Spread mix at minimum temperature of 250 deg F (121 deg Q. A 3. Begin applying mix along centerline of crown for crowned sections and on high i,A try side of one-way slopes, unless otherwise indicated. i 4. Regulate paver machine speed to obtain smooth, continuous surface free of pulls and tears in asphalt-paving mat, B. Place paving in consecutive strips not less than 10 feet 3 m wide unless infill edge strips of a lesser width are required. N;�" . � 1. After first strip has been placed and rolled lace succeeding strips and extend rolling o overlap previous strips. Complete a section of asphalt base course be- g PP P P P fore placing asphalt surface course. ;: ., C. Promptly correct surface irregularities in paving course behind aver. Use suitable hand tools to remove excess material forming high spots. Fill depressions with hot- .;, r mix asphalt to prevent segregation of mix; use suitable hand tools to smooth surface. 3.5 JOINTS A. Construct joints to ensure a continuous bond between adjoining paving sections. ( i Construct joints free of depressions with same texture and smoothness as other j sections of hot-mix asphalt course. 1. Clean contact surfaces and apply tack coat to joints, 2. Offset longitudinal joints, in successive courses a minimum of 6 inches (150 ; 3. Offset transverse joints, in successive courses, a minimum of 24 inches(600 mm). 11 ¢I if4 l S:yr 4. Construct transverse joints as described in Al MS-22, Construction of Hot Mix rf Asphalt Pavements." "a 5. Compact joints as soon as hot-mix asphalt will bear roller weight without exces- sive displacement. j G. Compact asphalt at joints to a density within 2 percent of specified course density. r I''jtj fir try,. 3.6 COMPACTION A. General: Begin compaction as soon as laced hot-mix paving will bear roller weight g P P P g g a:,,:•,,:�,k:�''a;� ,r,,, without excessive displacement. Compact hot-mix paving with hot, hand tampers or3 P P P g P f, vibratory-plate compactors in areas inaccessible to rollers. fet 1. Complete compaction before mix temperature cools to 185 deg F (85 deg Q. � ttr .�., , { •.i� iii it. ��1 ii �"Y�K,?�y,�a�'+�`�' C5-4199-00 02741 - 5 HOT-MIX ASPHALT PAVING C✓:' ' '` "' t RO 3/19/01 ptytp!aq+rt�,+,!M•• .._.-."maw•t�nf+scw�wrw.wgrwywwvrrrwwr»c "r.4 "�� i ""'"`t""w, wtu➢tPfRM'tMU1M+•r-r� }r,t�r.t•.ti{tr •.dY. '� �.•n;'i !:•) �� , _, . , .,r: y, c 'S ,)y. .`%'+=`rr'.' S +' 'R. '' •v,•�'ia'+,.'+i '4��Ji,`�i•�r. 'X'' •F�•err':tit.rtf{it., .,A�t't! ,!v1( t }. 'r :5 f X {s' ! Lt�'<It, d } 1 .�!u..,t�F,a P a y �;f +."•� t• �,�;, 5•. :K�;,r. t. , r (' •t' l , "� i, At1? r,1,,,,{,:E�'Jr�i:�•t�,F[��.� tJ�Tj 4 t ,c:lYtr•r T r t:i': �,tG' r., r y S: t ., r ,. t .r.i �: r t: -1" .r.tY/`..<W, �'l ,a {�,} .y.. �:rS, ',,.�t;,tt .r's`i�,;,7{, .[. I e �� :'t :,, ,;t 1 c P, ) d f ,ro,,,•.5.1:-t)�i 'it?'?4: •�;'��{y'/Y�df `E51.',t .L.4r'U.i 7ir:&1i J' i1[:� '}Y r,1� ! 1�,(cl. r 'f 1 'l�, f .I 7'S )x)•Y'Y 3ytl S'1t5i 1':f. �N `.0 rt, '• '^..� Y t f da N'..,a i?f i.` r it r. J i ", .,t r a r [ , ;.t� rf rS fr l t ,. � n t } 't {;t; AP..t'tS��'� i?fi,'v � s f ,I*� rtr` �, � 1, f q F.rs ,, �1, t f r .;r,s.l�'i:,�.trr;�:.al''ic;?1)FtX, �.ylr.r, r�1.x t.• "4:,,. , h, ,,�,,l,t;t>.>s?1 21,_A iiirt xp , tt �!.:? , c , :t•;}`'t t.,.St„ �"�� :•,,�, c. k.. 4hi U 1 I .4 .� t1, :1„its/ (, d�,4 i�'• sue. ii'3� I�tr; N: r t�.l,r'';1 � t' f f .;t , t t' t. y t ti} 1 •{t:.f:1,�f�u.rr 1 .;r� � Rr�>i..(.� S YtF"� r 5 z , r r S j, , f t Yi f1: tr�tF �vt;�� t Fra�r,t,r.. ,•��t.s.�'.rU. •t } .• .r(r 4 �+s�ri�,.�yv.rc+�! y:':' .r r '. r t. t• t ,i...�..u.n«nY 1RiR7tl�Vl }.. ! i t1 ii Mwtir+w4Kw..•w«..«r4................ ...1 • - .. .....«.,.a....V� r.t YVr r .e.....« .. .......... .......n.». iJ.rr•ril v .+ .............�� ... .. (G..�`. �1 •t'St {t7!T f �7t } � I f WATER POLLUTION CONTROL FACILITY EXPANSION f: CITY OF JEFFERSON,MISSOURI L 11 BR Breakdown Rolling: Complete breakdown or initial rolling immediately after rolling joints and outside edge. Examine surface immediately after breakdown rolling for indicated crown, grade, and smoothness. Correct laydown and rolling operations to ! comply with requirements. C. Intermediate Rolling: Begin intermediate rolling immediately after breakdown rolling while hot-mix asphalt is still hot enough to achieve specified density. Continue rolling j until hot-mix asphalt course has been uniformly compacted to the following density:'"- Tr; T'i�I 1. Average Density: 96 percent of reference laboratory density according to K4 *t AASHTO T 245' but not less than 94 percent nor greater than 100 percent. D. Finish Rolling: Finish roll paved surfaces to remove roller marks while hot-mix asphalt is still warm. 1 n,•+' E. Edge Shaping: While surface is being compacted and finished, trim edges of pavement to proper alignment. Bevel edges while asphalt is still hot; compact (" thoroughly. A '�i ate F. Repairs: Remove paved areas that are defective or contaminated with foreign p p '•,^.yrtio tyr(!±ti+r ree,'t{x">•; 'I materials and replace with fresh, hot-mix asphalt. Compact by rolling to specified density and surface smoothness. ,. t.6I,N+F` G. Protection: After final rolling, do not permit vehicular traffic on pavement until it has cooled and hardened. 1,41 ,r-r• �'I4}r��ii f,•Y+�,r�} H. Erect barricades to protect paving from traffic until mixture has cooled enough not to ' become marked. " 3.7 INSTALLATION TOLERANCES ;. �1 t A. 'Thickness: Compact each course to produce the thickness indicated within the ;�'w:'. following tolerances: 1. Base Course: Plus or minus 1/2 inch (13 mm). �'" sf'' � xff,tr. �.:, j 2. Surface Course: Plus 1/4 inch (6 mm), no minus. ,,r t ' B. Surface Smoothness: Compact each course to produce a surface smoothness within ,< ;,�; the following tolerances as determined by using a 10-foot (3-m) straightedge applied x 2 ;F ' transversely or longitudinally to paved areas: r�t � 5} ' � 1. Base Course: 1/4 inch. 2. Surface Course: 1/8 inch. 3. Crowned Surfaces: Test with crowned template centered and at right angle to Y:=, crown. Maximum allowable variance from template is 1/4 inch (6 mm). , tF �i: LA •� CS-4199-00 02741 - 6 HOT-MIX ASPHALT PAVING U s Y "Y RO - 3/19/01 h vt..., ^'t^ •'MM?.�r{►yfiR?'Atx'+„ f.'�!Mnruw ..,��- rr";.•T",""'°'.e.�.c.ir ,�gr5'a'+ iar {>E•'C{•�.8? K""" •"",•n. }'. { `'7 i1. Ct'•{ SY,s,.,,.�.y ' i yea .r'1 .R.7...r .S 11. \ St 't:1 �� .w•' y t.(('�} r{{jre1y4i/�'��y at,< .1,�t `r �� r�,lf,�``t1�ij1.S�V.f' { l,idr t<fJ+t I '.r l r'.. t -+ v ' , i y, ' �} k, I•t J' Y :r? �k ' z ��l��n1r"S'+''�i',t'�,�r,. aj►� (��St�t �.,f�v�°#t .y r1�. r. ;�. rrt I,, a' .I. � r s' 1 S { ,+�i�`.`;t e+,.::t.s,i /u�r..,+�i�+i %t';�:+3c �'t{1 t`y;i.s.{r.`,:!{tiG�-�.;�,,"" v' "I' t �j j, c' ; q I *,J t. r i. r ` 4� t, � i'�. •,.1'4drt_lir�4✓}r* f(1SStE t,,.r 4(( 4 ,J o pp d 5�"A L to.. y\ c'fj,lp .IJ. 4Y 1Fi i ty '" �'t t14 ,"l L r 1 { i1 .��' 't 'tl rSCi��`✓i }- y. tb }•!'}, r n, .Ft 4 rr-t t' { t 't 3�t;5t f�A��; yk' t Ya! "``R 1 d.• 4 11 1 � j C K �r .I�i i s`l.ir �7,#{ti�J S'�"><Q�.)l�� ` t T 2 � j �. v:...iw....�Nivv.Y.dX.h.v-x`M{IY4.,:+MtWM..fY>Mnhr . ,......,,+J..,....._.... ..-_,. .. ..«.,v,..�,..;•..,.F� .•... ...... .... ..,..e ... ..........,. .r,..., ..v,,,.v. .r..f:vF.+�It�lYM1"ii�i'fi Y.M `...«fir*iP'kikfS(491WA`�r,'�r.t1"M:AN+ItYM✓.rnrL..µul:.y...i r71i1 C,'1' i F;'t A. WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI 3.8 SURFACE TREATMENTS ; '<< A. Fog Seals: Apply fog seal at a rate of 0.10 to 0.15 gal./sq. yd. (0.45 to 0.7 L/sq. nz) to existing asphalt pavement and allow to cure. With a fine sand, lightly dust areas receiving excess fog seal. 11 3.9 PAVEMENT MARKING A. Do not apply pavement-marking paint until layout, colors, and placement have been verified with Engineer. , B. Allow paving to age for 30 days before starting pavement marking, C. Sweep and clean surface to eliminate loose material and dust. " D. Apply paint with mechanical equipment to produce pavement markings, of dimensions indicated, with uniform, straight edges. Apply at manufacturer's recommended rates C•:,'tal:``='.r.:"' .; �a to provide a minimum wet film thickness of 15 mils(0.4 nun). 1. Broadcast glass spheres uniformly into wet pavement markings at a rate of 6 lb/gal. (0.72 kg/L). i �Itj�`�.�..✓tip:{r'7�'Si!'�:i i 3.10 FIELD QUALITY CONTROL ' ":"•'t1}:`" i {; ,;Y .,'.� A. Testing Agency: Owner will engage a qualified independent testing and inspecting agency to perform field tests and inspections and to prepare test reports. 1. Testing agency will conduct and interpret tests and state in each report whether ' nr' " tested Work complies with or deviates from specified requirements. Tr`' B. Additional testing and inspecting, at Contractor's expense, will be performed to t .+ determine compliance of replaced or additional work with specified requirements. t�} C. Thickness: In-place compacted thickness of hot-mix asphalt courses will be determined according to ASTM D 3549. _fN4r D. Surface Smoothness: Finished surface of each hot-mix asphalt course will be tested for compliance with smoothness tolerances. ``" E. In-Place Density: Testing agency will take samples of uncompacted paving mixtures M and compacted pavement according to AS 7 kR',j TM D 979. �'7•%;'°°_��;: 1. Reference maximum theoretical density will be determined by averaging results { {}q,t>•:' from four samples of ho p hot-mix asphalt-paving mixture delivered daily to site, pre- �_fn�';;;'� � r�,��` "iJ�'•r pared according to ASTM D 2041 and compacted a ccording to specifi- cations. . 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[1 �v`,; ',,r Z>.,,r.3 vt'r,{l. f.,fin? y,, t. t ., .4. „• , ,f, 'vSy'i;yta�..•�� w .,•:r.F,I,r,£. r ,''.:�� •+,'� f ,,,ro-c „ :5174. t.1 .V`Q.S i }Say 3v 'a '! 5. .,•t?.:::; s' t e•j:+..v Q`N ;,y{� i t•"`3 r' :. ,ti. } 1 t:9a !i",.itff'r }�'x t;�L((II, 't{`d' r. i• t'R,Yi 1 ,✓��1M{fi�wtw�,t:da37+"�i�tita..LfiJi y,.{,.,✓....iii, ,.. ......,v.n.w., s.,»w.w+,tlurJeh+rk+r Mw.y.+.+wt.4nYr..w.t,+-:.,r..untl....., ...._.....>7 ,...<.. .....nl.tl.xiU::,«i:{irvi.4rG wt.t..�noni..a.+,in.siw. .'�'r7...[43��Sw'LWL:,.Gtir. 'FFirV�� 55� 0,17,,�41' •t�+'is•.,�.'1 WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, FFERSON MISSOURI '':a'fi��``�a��%x�>� •' t;•• p,S,$S q�� 1 2. In-place density of compacted pavement will be determined by testing core Sam- ples according to ASTM D 1188 or ASTM D 2726. Ery ;< a. One core sample will be taken for every 1000 sq. yd. (836 sq. m) or less of `y's' f,lxl zt ,yn installed pavement,with no fewer than 3 cores taken. t+, b. Field density of in-place compacted pavement may also be determined by !a'{ nuclear method according to ASTM D 2950 and correlated with ASTM D 1188 or ASTM D 2726, F. Remove and replace or install additional hot-nvx asphalt where test results or measurements indicate that it does not comply with specified requirements. w� '< 3.11 DISPOSAL Tt y''ti A. Except for material indicated to be recycled, remove excavated materials from Project f i.•, •• site and legally dispose of them in an EPA-approved landfill. �y�;�;'; excavated materials to accumulate on-site. 1. Do not allow excav t END F O SECTION 02741 �..' �:T"�N✓fit y. } 1, f.. , ENV rt�'te%%J't 1 G � ��•py �rd'v�' � t CS-4199-00 02741 - 8 HOT-MIX ASPHALT PAVING <3 RO - 3/19/01 4 ;0 ,,:sricva`. ti ' a��•,r"tx,i"'tA•Y"i•°`'a� t`y,);:,A, ,� �� ,'>$'e`,3,�;�a'vl��.;C';arn,f'C.i.:,'r.'g;�yf}.:,l iyg?hn r.y gi e(y t�k 2€.#.,;a•.t;;f.='•S'Fa�N r>�s,•^tY^S,;j�}Sy t1}5�4 y'ox.�,�a�.�4�+�"t+vY',d;�4,yrt�,°%„S}',i 7.=F�,t yi rw'..#:,z;•,/,;f'y t�l.J S tr,i�i 7'f 1 Si+:�y,a.„.,',''�)j,A,}!r(r„fiA t`-p!.t\';,3K pn.t s��.TM•l Jn C��il4}i�l�*{y'•'t`C w��,t f1;t°P:+.'a�:�,•.•:a}l1d;.'.,;��.rIc•'pi In�:.�l��y�'3 t 1�rt:4v,YS�S�73+',l}�Sn��"r t'P,•it,''',�tu F`.rs a xp''§.a,a:�°)��i,g.)•�"i4 Y'3 r,”'ea.°.St��q.;:�t'.,:'{}(i}t�a,i F'�J i•,.',�c,S{'f rF.]�r`�{r:rr',�tr n}ry l:Y,�S°r''4?'�i v'k•(i i'T•U 5��&l.,:.#.,L.i f>},r`''Ft7�5',�;o k.r,}i"a�'!:.t'.�'�."?f�.^31i�.t f�t`�y.4 ti�,4 t,��i•.a��f;y R>��I'r"O�i�S Ns.t..'.�.V`i t�,M4}T�yti.�:1^:'V tf}.;n�r'Y1 ea}s°,•':C..1,`�k'�}(yt4 t�'.:.,w�.1j(.'�mV`^�r'�t L^�'1?rt`r S}C-1 t;S��i';'c"7,�''c l;, '.4,`7,s Fr "'W .:4 4 �� R �'.�•i;Mo,ra q ,•�'t Vy• •} t v' � f, „y�y� •��'' .� 1fi '��' �, �yr'.'( d �y4k.{w ,�fx(."�FT.t,�jA "'��; .tA,,.fi(:�J' Ftk t"�'�i ve !.t� *?.y{h��!`•y{�et.:d v,4rt 4+2J"i`,3�':•^,..:t:t•dr''f'rx;!�,t`)�rr{~ A�, 'drr'°''a7'Y'" ��.�� .t '�f I ,.#•�� 4 ��+ i ,t� 4,r r!,..;, t;� .x��.s �:4�}7 r.� 'il,+; �y° rs '1 t. }} R t' r� � /,;.� 'Lp r .ci,;fi'��'`;mod,.�"'?�r 4'N?4�# t S„'{t;� } r . t�t�i�'A'a'.'a,:,!'.r, &SS`'a�>j'f�a,5 s 'r. },r.Ts F�rt .?��t(t' ,!`" y..y Za�:1 t .�..r��t;••'1 *.z, ��r 7,Y � � '�' a •ti i'� t',5,�.fy�`1t'i:sf..1Q4:,;.G'f'oi;t .tjt?•�7�, tY �4JLM�fii4 .�i' f `}�iflii,,. .c{;1fµ,,�P..#�'�•".:7'.ff.?:j>,^�x;�';;`•Yf^�S�'fs�i. t]}; r�)y:z,*Y....�`'.t' `•1 +�it.'tv !.%;�• 7 'p+, �+ c.xtt44nY�'tM1�'.��rti:5l y virU}'4,�F`}' t�,v.<, �;�.t,'#jj,,.�)y'� �tn.i..s�`l.Qi[SS i51r,>,1i{�4rtf i,yYV ft�1�,�,.^,�+f}.�lh^.,S,S.N6 et�,5{:t �'ti?lr i'r,�:�t��t;t$, .t`#,�r�4'�7�;:!''e[u.''�,��:z,}�x�{Q .L Y• .k 1't'a`5 .'R. 115�`1Af."L'Y.yy'S 'YA.'u✓{4,>tet i*Yfr t^'s! +1 t;Y. pc:Ylftv,�T;.e,.u,'.r'rR�{ }dt !. ,x,.it, iJC`.:n•sn'1.?S`'?til(t, ':k:` 4�frt4�.4 (t'Sj ,,�af iy}', (. t! ��• �'' 'Y} ,t�'r7,:+�i;'l4 ,,''�,�x5c;,„Y�.•.,, v+..u�; ;.{ '�1 ,,r„r:i� � a:.s�?��?t t,t`� x t z ,.�1,,. ,:�.;t. , r ct �4 � ��:,,{r � � �. 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C", ,5 k' 1z•r q ' S .. :. ,,1;� t•;...�;.y`r,' ,,��}7!t ;:(; •.2��, y r. ..?. t. +r• ,E..�.��. ��'+'i`�a�r"' .. y i' � t j �', y .:' i J.r l`'f t'4 !'{�v'Y i'�''>is 1•>"'F.,1� rnS u ........... .....nom .' ..,,. ., .. , ., r , l t iit.,•.�-.. �s '. '. q ,: s r „•. '� ;'.,:, y 'i'r) i„ :5t' f rt tv,119' ;J r }�,�nn�r.r .'? r ^}} � i ,ftt Sias+ 1r•1Y.t�;;>;, i .t. ,,1 f r ! s .•ti i i:�.r Wt,+.1--+:ii`t'rt.•^' °r1Y'''Z .�at�i��b5 ys,' t a¢J:ir.:livs4tbiAti61At�Fi�r t71!drrxa}vx,�,w+,.,..-.:,..0.. ..... ......... •,.,.....v«.,.»,,,, .,,, .> , e. t yt i� 4},�'a{�Ni.'.lt.ki,'',i,try=k•; 4 WATER POLLUTION CONTROL FACILITY E)(ANSION CITY OF JEFFERSON,MISSOURI ' 4 r ff v SECTION 02751 -CEMENT CONCRETE PAVEMENT "Me PART1 - GENERAL i � t 1.I SUMMARY A. This Section includes cement concrete avement for the followin lications: n+'r''�'` ` Pp .. r 1; g a 1. Driveway. 2. Curbs and gutters. L 3. Walkways. `' '? 1.2 SUBMITTALS Sb�n}art"r � A. Product Data: For each manufactured material and product indicated. + :1 B. Design Mixes: For each concrete mix indicated. C. Material certificates. , `' I 1.3 QUALITY ASSURANCE p A. Manufacturer Qualifications: Manufacturer of ready-mixed concrete productsr , complying with ASTM C 94 requirements for production facilities and equipment. TI B. ACI Publications: Comply with ACI 301, "Specification for Structural Concrete," I'1 unless modified by the requirements of the Contract Documents. �� :':.. PART 2 PRODUCTS rf s�85,1l;�s�rM1, 4'{'JY'e r :t 2.1 STEEL REINFORCEMENT A. Plain-Steel Welded Wire Fabric: ASTM A 185, fabricated from as-drawn steel wire into flat sheets. 4 µ'{' { "'`' B. Reinforcement Bars: ASTM A 615/A 615M, Grade 60, deformed. t ,r. :�1 C. Plain Steel Wire: ASTM A 82, as drawn. '`''"+ . + t D. Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and fastening steel reinforcement. Manufacture bar supports according to CRSI's "Manual1` u;`,k: { of Standard Practice. �'ti�'�, f�2iali�ohr�:}, 'at'i.rjt`�tr±`,'•,i _4 ii•{j 5rt 17f7��ai�y4y ?t:;I',tt r C5-4199-00 02751 - 1 CEMENT CONCRETE PAVEMENT RO 3/19/01 Yti��f- i6f{s Y�fr Y$ iS�l CA �M 1 s1i5,. +w»+-..nwy, kwwWUFix1tM11a1WW�•afw'd4�.'^'^"— s. '' tt t 111.Tc'.90 UA1CM at'N '�1 r �.Y�f ¢•�t..nx +';:i'S,7 s' �`i�. � .t :rt Y!.vl.ti'� r z'.,:.1 I t. 'y": t.�'1.7r} :�St;V�'�,'ssv'X'��,'s�.f:i�:�{,�,r o.nG�� .tt�"w {�7� ''7,f �'� ,r'. ate'. s, ,'i' (FFr .h•, r' :y..�,r,, `.y ;y'r t. ;� � ,.1 r�-tF. ='•�-s<, 2 t, .f;, '`trq9�Jts:'Nihf��;11�`,. .fir• J•��:.;�/ .,t ii�' '�`�. "�'�.w ri..r.� , �:I"1:`x, '1 s. e. z+r :):.J+'r. vs'. 4 1 ^.•J. SS�� ;1 (:1'.. ,er 7.- t,,.. � „i� ,5ut . .x.,t{�a,a ..1.?tY. .( 1 `Ji 't+i.i t. » r'. 'd;,,�•f .ha �Y' ird4 .}l.l. .a:'� S ,_I -,4r Mfr f;';`i',I t ,its"F+fi, .> 7 i s•.t �31 r'2 .�"'' .a 1 't.. 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'{ t 't ar >.rs. if ! r t 4`� 1•�'�a.7 �. rf'.�,cj+:,C, ,�`iY itA:: i45 L'1" + �, iS.r t+' .fir l.,:t,��ri...�lt�+ •,' .r:x�r'.'£�". :�t�r. {;!'•K� w };4 t �'�y w+w.l+1 fit' ..a.S.',trl. ,dl'•+..,r-"eft`, f .C.r 'r" ,r:`t:. ,r'.z r're•�^n.t.,�`f.r'k r •e,: ''! Yr,t �.f '.t t°y •.k', ..10..�:�. ;•:5'}�!�t „t,�'t4 r !. "v dn: u•„, ,x 3' �: t t' ,x .r. + j+t f':`:i° rF t r 'y;'l', .r:4.`;r..t ;�( .f,..,�� ?. =i,,t y.,. f+{:.�.t r a?$ i+. , .r1: .t',,a�}i f t ! ! ! 5 ,it.�'it"S2 �` tX(y•} f5 f �;z:,iQ`[�•, •'.Lst°�., ,'i'r "'a 1� G j ttrS+at j``&+t t`�t R + i , r. yti J Jn. , 1• i. W.YM.4hiM.wwr..,..t.......... ,. .. ...........w.,,, rnt , r, r ..r....., ,. ..... ... .... ...__ ......,.,....r.. ...4Nr-:•r,..r „�.,,......,...... .........«.,w.r.rtt...l4ta'Sra '(�' tjr RtY;�,y;t:1r y1 , l ' 1.(ti r i 5 WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI 2.2 CONCRETE MATERIALS 1( I A. Portland Cement: ASTM C 150,Type I or II. `p"J 1. Fly Ash: ASTM C 618, Class F or C. 2. Ground Granulated Blast-Furnace Slag: ASTM C 989, Grade 100 or 120. -+ r 5 >:T�tr �t • B. Aggregate: ASTM C 33 uniformly graded, from a single source. C. Water: ASTM C 94. ) ,,,��'-''' D. Synthetic Fiber: Fibrillated or monofxlament polypropylene fibers engineered and designed for use in concrete pavement, complying with ASTM C 1116, Type III, 1/2 .,,.;;,',,.; to 1-1/2 inch long. E. Admixtures: Certified by manufacturer to contain not more than 0.1 percent water- `' soluble chloride ions by mass of cement and to be compatible with other admixtures � as follows: }> J 1. Air-Entraining Admixture: ASTM C 260. ;, •�?`);Y(��• ,,.gg 2, Water-Reducing Admixture: ASTM C 494,T e A. 3. High-Range, Water-Reducing Admixture: ASTM C 494,Type F. '' `' 7.{JLrt S Aria,.;i4��•"fir. .J C tl:t �aN' S 4. Water-Reducing and Accelerating Admixture: ASTM C 494,Type E. 5. Water-Reducing and Retarding Admixture: ASTM C 494, Type D. � !1;'tiX�4f{'ttM1t'd,�t"�trx':i• }: 4 �.yyr4 rJ F. Curing Materials: 771 � 'i.Z ' 1. Absorptive Cover: AASHTO M 182, Class 2, burlap cloth made from jute or kenaf,weighing approximately 9 oz./sq. yd. dry. 2. Moisture-Retaining Cover: ASTM C 171, polyethylene film or white burlap- polyethylene sheet. 3. Water: Potable. 4. Evaporation Retarder: Waterborne monomolecular film forming manufactured for application to fresh concrete. ,'i�•,1 tt, 5. Clear Solvent- Borne Liquid-Membrane-Forming Curing Compound: (; ASTM C 309, Type 1, Class B. ` 6. Clear Waterborne Membrane-Forming Curing Compound: ASTM C 309,Type 1, x} 4� sizt ;a't; 'y t,ail Class B. White Waterborne Membrane-Forming Curing Compound: ASTM C 309, + ta ;?''r 7. g g P F. r Type 2 Class B. IY'�� , �•C' C5-4199-00 02751 - 2 CEMENT CONCRETE PAVEMENT RO 3/19/01 -r n-^-!�-R}w,�n s rr-�•►r>,w .Rwnwu+ ,.. ..,«+..v�bs �, uta»wwr, a . t .7 n—^..*....i�R � 5;'f;��ri;(' Y 21r�. YYtdFT. jNrr t t t r,`, y; } { t�„i l. .o-S •V r(ts�tr"�r'i�1t'r'!ij, e.,�1. ,.� by t �.�,: '��`., c:t✓c+ ` t. � t (. r , •,t I t t}+ i ,, t t �� 1.j�(,S�.pvat�• r;Y, .,, .•i7,':;11*+lt. ,�i•) :1,.'7'.ft .l. � ;.t (3 ,t; r } �, t 'ti I :.f'. f,}3. ,r If 1 T1 t ,t.�•S.t>>it.'Y��'i” •t�� S< ti �t c r '+ .,r (.i,,�'t t 1 rtr o y ��..1 rf 4 rC,f,.�4•'�� '!i' t. � y A"� 1 1}4x1 i.r f .1 t` :C i 4 r '� !.' , •' r ;�,. t7 t R 1 t { ,( !' 1 mt� K' •� ,!S R 4R 1, S G. t ''� n)R;i•;�•s .Y` A.A4 t4ttj, y .�Svc..aMn.xui<tirat%tr.,.@R•r+h t+rrn,...u-.,.,..w,..». ._...:'.. ................ ........... ...,...,,: ,.,... .. .... .....,. ......_,..., .. ...,...�u.,,,r r > ni � .,.., :�.,..r.rPin,.. k h7.,�Y+1,iJn«dr.ra..r..�.,,..,.,..< WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI , G. Related Materials: ~� 1. Expansion- and Isolation-Joint-Filler Strips: ASTM D 1751, asphalt-saturated cellulosic fiber, or ASTM D 1752,cork or self-expanding cork. 2. Coloring Agent: ASTM C 979, synthetic mineral-oxide pigments or colored wa- ter-reducing admixtures; color stable, nonfading, and resistant to lime and other alkalis. 2.3 CONCRETE MIXES AND MIXING A. Driveway Concrete Mix: The concrete used in the construction of driveways shall he air-entrained with 4 to 6% air, 5 bag mix with 2 to 4 inch slump developing 4000 PSI �� 't�"'�''`'` 28 day strength. Aggregate gradation shall conform to ASTM 33 with 1-1/2 inch maximum size aggregate. B. Curb and Gutter Concrete Mix: The concrete used in the construction of curb and gutter shall be air-entrained with 4 to 6% air, 5 bag mix with 2 to 4 inch slump developing 4000 PSI 28 day strength. Aggregate gradation shall conform to ASTM 33 with 1-1/2 inch maximum size aggregate, C. Sidewalk Concrete Mix: The concrete used in the construction of sidewalks shall be air-entrained with 4 to 6% air, 5 bag mix with 2 to 4 inch slump developing 4000 PSI 28 day strength. Aggregate gradation shall conform to ASTM 33 with 1-1/2 inch `y�'`,i'^r maximum size aggregate. D. Synthetic Fiber: Uniformly disperse in concrete mix at manufacturer's recommended rate but not less than 1.0 lb/cu. yd.. lv[ tht r:. i E. Coloring Agent: Add coloring agent to mix according to manufachu is written instructions. F. Read Mixed Concrete: Comply with requirements and with ASTM C 94. ' G. Project-Site Mixing: Comply with requirements and measure, batch, and mix concrete materials and concrete according to ASTM C 94. Mix concrete materials in ;I appropriate drum-type batch machine mixer. if iv i:y�t l ::r>9 PART 3 - EXECUTION 3.1 INSTALLATION A. Surface Preparation: Proof-roll prepared subbase, and remove loose material from ' surface. B. Forms: Set, brace, and secure edge forms, bulkheads, and intermediate screed guides ' for pavement to required lines, grades, and elevations. C54199-00 02751 - 3 CEMENT CONCRETE PAVEMENT `4 RO 3/19/01n r� �3 CS„�vt Lj r.t, i.. t , t t J { t t :,i.�C � ,�{ ,�5 1 y ;.I..s. _.rn'^;r'�'+i�^.a� 'i"• tV�Cy,.. vt t ^nl../MtH..ua.an..,a...v.....n ... ,.... .. ...... .......x.r . ..... ....... ... ....... .....a. ,•.......... ... ... .: .,..,...«..un t ;NS k , ` 5'� •,� WATER POLLUTION CONTROL FACILITY EXPANSION i'"} CITY OF JEFFERSON,MISSOURI -, C. Reinforcement: Accurately position and support reinforcement, and secure against displacement. Set wire ties with ends directed into concrete. 1. Install welded wire fabric in lengths as long as practicable; lap at least one full mesh, and lace splices with wire. ! D. Joints: Locate and install constntction isolation contraction and expansion joints as indicated. E. Concrete Placement: Comply with recommendations in ACI 304R for measuring, mixing, transporting, and placing concrete. Place concrete in a continuous operation I It' within planned joints or sections. t ,. 1. Moisten subbase to provide a uniform dampened condition at time concrete is placed. ' 2. Consolidate concrete by mechanical vibrating equipment supplemented by hand- a spading, rodding, or tamping according to recommendations in ACI 309R. 3. Screed and initial-float concrete surfaces with darby or bull float before excess ' t, moisture or bleed water appears on the surface. 4. Protect concrete from cold or hot weather during mixing placing, and curing. �. '� -c, r r t?•(;.fir' F. Evaporation Retarder: Apply to concrete surfaces if hot, dry, or windy conditions q g g cause moisture loss approaching 0.2 lb/s 4I. x h before and Burin finishing operations. Apply according to manufacturer's written instructions after placing, screeding, and bull floating or darbying concrete, but before float finishing. 7'x'1 .;'4��(�u�1 i{7�r'•S,i�Y','7j:. E! r' 'lalrtiul,7.t>y�ty�z + G. Pavement Tolerances: Comply with tolerances in ACI 330.1, "Specification for Plain Concrete Parking Lots." 177, 3.2 FINISHES AND CURING A. Float Finish: Begin the second floating operation when bleed-water sheen has disappeared and the concrete surface has stiffened sufficiently to permit operations. r'rt f,f Float surfaces to true planes with gaps below 10-foot- long, unleveled straightedge not to exceed 1/4 inch. Cut down high spots, and fill low spots. Refloat surface " y immediately to uniform granular texture. `"i 1. Type 1 Finish: Medium-to-Coarse-Textured Broom Finish: Provide a coarse finish by striating float-finished concrete suuface 1/16 to 1/8 inch deep with a '`. ;,� t'•.}f'E�+' :fir stiff-bristled broom,perpendicular to line of traffic. 2. Type 2 Finish: Slip-Resistant Aggregate Finish: Before final floating, apply slip- resistant aggregate finish to pavement surfaces according to manufacturers writ- ten instructions and as follows: a. Uniformly spread 25 lb/100 sq. ft. of damp ened nonslip aggregate over the surface. Tamp aggregate a re ate flush with surface using a steel trowel but do not , ; '`+.�ry �;�,�,��;��`�:y�:=�'�:,•: force below surface. C5-4199-00 02751 -4 CEMENT CONCRETE PAVEMENT ,.,,,:r .x•;4:;4,,, « ':_�. RO- 3/19/01s ....,,,.. ..._-..,...rK.xk'e,:+ :tt:us:itta)tAU+�,s:xr><e +.+..,,?"* ""t+f' 4 Ykt��'r�f`try`F},�"•, . if.`r f. � tisiitl4(pj,%73M i • ,} J , r ,•, :' :: ,. r ".' .• ,`f. t !�{' r( r7r121 r7ti �A,It 'i A .k .�a f r�l:yt%.t,�. �: rsi.a�.lyi::•t. .s}i��r.32,,L ir,�•t�.r'.�`�ry�{+t�'. „q tiy�,ti� �.;t i?{Y`?. ,3Z +t',:q'•`��, 31.,'ti�'n1+;$'i>:° .,7ysyt...,.. ."tS.. f r.t .,)i, f. ,t a. '',r ri;i)',JIa'"y'( 1i €'.�,�.. •i ;J�:.�•+L"� a' �„} -:a?;=.,e�''.:Iiye,rr x:l,'�.7:�§ xt^ „Mt t„r,. „`•,;,. C ;Fy �':� ..�.. s:;. crr;rl�'t' #rR #'•irv`;;.,t r,t � �y•„<�1 ! f M1. fl ,,r ', 'i n 'r 1r, .-:t.c.�r,k>{( Bw.>t`;t("jit ,^,<:"•3'e!^ ( . � .� r�. `sf-.., 'r4f(t1 t r,t'„+ i. � � a .li` .i �. + '+:' ., +: +.e" '.i•a�� ':v rf .vat t ,, yid• i,'.� .�,3U°I�S}f �"tT�. .�>i`�.4? trrS aY��. y1t'43 J ' i • .7:_ ..• � t . h, i r.r��... S+j �i jti y I'1e.;•=!•v!. I,Y�'S b„74., X11 zrF_�rxt�ft,,'+y a i ty�t t # +� i i •.�. t . t�� ', .. .:. .} 1�G.r1}r �-�� r x� f t"w ; .;.1��'/C�� ' T. l '{ �'� , ,t .' .l. . ,' ,7,d4.l.tlllYrrM.rfN+,}1+u�,�ry A.•4Hty..<,�w..c.., _ ...-+.�..•�•w, .K'+N!ixptMS:rd`iPM1 4fM)rV�[+:"AMr;:JKYEPIM'.��'+(+IfEr wbMMMt�+dt.«erwi.�',:H:�3Ni:::w ,.. J+RBI M14riN.,�Pfd�A'�S�YI`�4c�lsit•'."tfreH+nuari•.,u..:..e:,.,..+ai%...++rwv,v,.kk,..m,«.wrry v ••,.••.,•„"'• •. rr�t �yJ'F'�` +�,,Y,d�f}}F. •< rl fY} 9 4.� t°i a f 'Ja �^ WATER POLLLr ION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI but not before free water has B. Curing: Begin curing after finishing concrete, disappeared from concrete surface. Cure concrete by one or a combination of the i following methods: r I 37 a 1. Moisture cure concrete by water, continuous fog spray, continuously wet absoap- ? tive cover, or by moisture-retaining-cover curing. Keep surfaces continuously moist for not less than seven days. r 7' +! 2. Curing Compound: Apply uniformly in continuous operation by power spray orv 'u roller according to manufacturer's written instructions. Recoat areas subjected to ;1 heavy rainfall within three hours after initial application. Maintain continuity of coating and repair damage during eriod. 4'¢aJ' � g curin g p y y�• .i'" �, rid'; 3.3 REPAIRS AND PROTECTION tail � twxl , A. Remove and replace concrete pavement that is broken, damaged, or defective, or does ! not meet requirements in this Section. t`'` 1}�� .4%d f��l t 4,ud...r •. B. Protect concrete from damage. Exclude traffic from pavement for at least 14 daysVf, „ after placement. t, of stains, discoloration, dirt, and other foreign C. Maintain concrete pavement free material. Sweep concrete pavement not more than two days before date scheduled forsj1�t'•.-,: } Substantial Completion inspections. V ,Jt ' END OF SECTION 02751 ut rabi' .�r'itlX Arai r•',�f�iC^�,��1..', ,4 Ml.of � fit,, r},�1t`•ti-:: CS-4199-00 02751 - 5 CEMENT CONCRETE PAVEMENT ?" 3 d�yk.^; 4f:iGp RO 3/19/01 �'` Y _ .-°x. �,-»3arryY+n�e�t•r�nr+wa+a,*�:�en, 'nn!!'iR"`,?�."'^yl:; ;rt.r��7::'zT,l:.":;,�;r.rt•.ttMi!i• .V�ltl is �y:ray�+t�^ .:J'i ¢7� //��7}°{,�� .f' �;FR?',"'wnf,:;z .t _J. .t r,f'.f ix,,,V rYt'.`S,i t£rf f,i•,�,1'?'i:,Y.. �,�,,,rt:L•",';`y,";+v� ,f.{{yy •r �iy ��. t. ;.Y' Y. ..t k' .,t �t .1 lt.. 'X>:ly x.,r.;uo- yppi��l` . 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F F.: t i�1}! 3a��,y7tt��itt'}�'.goma�� ?,�.� .i,�" t , t �+ ,t a • S t u v,y i C5,� i {'t?1 q isEt"j7tt 3i<€ aii,`.1i:.u,viiu.anani•..+re:eM,d'xil,wCt+�fl+afti9•#k,n4i,nx:n�,..w.t«M:..•.«c• ....... ., ...r....w�S...,w.k.w�*,JVtJ Rrai.: H.M..Met�l4n',v,.,n..b+. „«.,.,,,,,.,. v..,..,,....,...,,..,.,.,.r.�w...+-„«t.wvr�+�l.rtt/ldJnl'4++4kt tA3nt�fRay},'i?,FSt�.!t�J.4.tb?^'w,.i�eAkdua:�::+ia,.i.t+.,.ia�1�.z"�il}��,Si�Jt+t��-yr.y`j a t WATER POLLUTION CONTROL FACILITY EXPANSION { ' CITY OF JEFFERSON,MISSOURI x r: 7r SECTION 02164 -PAVEMENT JOINT SEALANTS f:p S t 17 tt l PART 1 - GENERAL ,ft 1,1 SUMMARY A. This Section includes cold and hot applied pavement J oint sealants in the followin g r"if locations, tF .a ar ' 1. Portland cement concrete pavement expansion and contraction joints. hi;TM�r: ` 2. Joints between portland cement concrete and asphalt pavement. 1.2 SUBMITTALS .ter;;.r'E,��„t,rf•.:. I A. Product Data: For each product indicated. �`" � ' Ct y4` ,, < B. Samples: For each type and color of joint sealant indicated. C. Product certificates. D. Sealant compatibility and adhesion test reports. 1.3 QUALITY ASSURANCE '{ ` A. Sealant Compatibility and Adhesion Testing: Use sealant manufacturer's standard test ' • � methods to determine whether priming and other specific joint preparation techniques K1t( y >} a are required to obtain rapid, optimum adhesion of joint sealants to joint substrates. PART 2 - PRODUCTS ,,f„t�cr s,c;Y•'j�4 2.1 MANUFACTURERS A. In other Part 2 articles where subparagraph titles below introduce lists, the following §t?';`a+�J-,�} requirements apply for product selection: «: � , � ':. 1. Available Products: Subject to compliance with requirements, product~ that may j be incorporated into the Work include, but are not limited to, the products speci- r + �F ,ry fled. 2. Products: Subject to compliance with requirements, provide one of the products specified. s C5-4199-00 02764- 1 PAVEMENT JOINT SEALANTS : . ” RO 3/19/01 ,. x +.:t+'t t 3 .x ,r •.n!+iwlhgt'SW�t KGf f6JKitM510G7gYttil .1 '�'A.'r,,i^ {r i .a^. 't �"' MQX�W ; Yr�Y+�a�r '��'33t•�! iJ1.t7 'z(� b:r a�'+- ✓ ,i ,t F„ 1 A.:_ajl ->,: •'1{,: .fir 1 \f 'r<•. ,, +,f''•, `i' „yr ,ti IIyy `.f` ,r ..1, t) 't- c. :i 1 r.:l,� :i '{''J, 'y x.�,+i'i x: .rt�.:t:i'S P{t> ba,+.,;:L,��sr sbrr.. ,�t ..t rt Q+'�: ••«r 2b .T ,it�,.r'�! ;,% ::?k'dl�',�� ,2.. .f,h r' ,, .#-'" ,2 ±,� ;1 rr7 .{,. a tr" .!a'aii .�^'4:a,�! •(1 .`T � ,,, ..��•: '��{ y.�e �x•rt�+�+�fa..t}sl ir.i �.r`^y 1 e. f �° '!i .5, r. ,FoJ' J1.>.f.`C` `�..rir(�.� 53;fi`b� et,�, ''r.0 f, .,.t'';i`t`.',:r• b .s`F��,%��4',.h' ,;��!p P,i`: �i* ,lv�'.,, iYf•. °�,, e:4 ,,.Xi § ,. 1 t. ,' 1u i t '�.?'S ..i,�•,�t.�" s � ,( '£ 5'w!r,r,`„F�a. ,.6•',�.: ..r..�{.d. "# tr }': itF., .i. -i ', t , .t< T/;; ;c. S; :s J{i.;,ti`lF J.`';{' :Ja .',C; {+ ,•x�•n$ 5"'�,*..�., };.+� 7 t t { y 7•..,1'. .f ,' .�. SN1' :xi! F�, :`t:� .�; ��ni��r ., a:$ r7` s,. {'4�6j,•J.),.',;t i..� .i;. t .� yi; 4. .•i;.'r, ai i,,•5tc I4', it .i•. %�. .� /{ t 7 :�1',:..,v.:y .{I`c"y.h, �i?. ,il' .., 1.+`C R'Y'..ZC �'�`'•t�, { „,l fr., P .'/nt: U. w 't ':�:' •f.°' t a\ {at 'rs,x :•tiyi. ,;la. ,,J �,.-«:ri,.. x11:s, x ;>9Q 1 �� •�4',f ra„�: .s�`•'• ' .�' `+t:!;,'. 4,�t '�'f +}:�: .e,,.ip.,..:c5t r}r,, r .�r t-' i i ,'r`. J 't.. •;7.#.is E„ rt•,t•; �'`' f�;,. r•{,,Y,{.A'r!': 'tt is ,f � 1t",�.ti. aq„.},i;i:` .G(;° f. t�.y .°f a. t, t; .i tt „Yfir Ck , .�:.�'Si3: t. '{ jr s'�,•w x,»s.(.F �Y...f• �,. ,:..c � � i' Yr' hnYj R . *.a�t.,,P� �"+' 'v:i�f: :t, ,J. ,t. ;.,, f, (r t.'J'm'yr.< f.:• ,.�'^"'.t,,r ,k.t �;.f, ,'�h v�,< ��:�.. .�:� f t il.l ttaax't, %x+,ta P1.4�'{tr .}+.t rr ::t.+j;. '-.S: •,{r;f +.{ q' `:i' 1 .i" S' , •is.;,•LF,:b, ..t I' ;:;j..s Y{.f,t.? .k,{S,r4',a�S.tJi:'i n4..,,y�i,';'r;$r .. 1e. ,>,.....a.�"Ja P..{ '.#: 1 t. jj �h1.`� ,2 i. 12•,�. ., xx T:"."�T•,'�t.;J�,•?'3t�',Ir,1ri,,,I e. •,r 1.f .i? aJ, Y ..+r •.;.r t' ''., J' :i'�L`:c.«, « ,t4. cwh„,,,.,k. ,3�.•.,: ;7`fnq. .4,.q'+J.,f?y.,. f J :Y t.;''?'7 tl,. °.,a.rv'ir<.:�:: t .f LJ p.i•7(.. ,yh3,��. wri. ''X.,,:Vl. .,�,.�•r..{�„i s,f::is s,.!': S i \' :{r•.;•. ;:.,.. )t:��.7 t+�Y,14 b i:} ' : .'` •'a ,, i 4� t �• F y 1 t 'L'I +iS. rb8+l $ "'� �it;S7,�.+f f �Jrl x r''7 4 ri�tj�t4 .� ,...Y f;,.....,..-..,... .,,..... .:...........,.,. ...we.,, ,... o•,.- .,.. ... ...... ... .. ................ .,. ,..r ,,.......... . ._... .. _.:...,.....,.„.,,t 1 ,+t5t r,• WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI 2.2 MATERIALS, GENERAL `� r L2 A.A. Compatibility: Provide joint sealants, backings, and other related materials that are �'� compatible with one another and with joint substrates under conditions of service and application, as demonstrated by sealant manufacturer based on testing and field experience. 4 1. Primers: Product recommended in writing by joint sealant manufacturer for adhe- Sion of sealant to joint substrates indicated, as determined from sealant com ati- bility and adhesion tests and prior experience. B. Colors of Exposed Joint Sealants: To be selected by Owner's Representative manufactures samples. C. Joint-Sealant Backer Materials: Nonstaining; compatible with joint substrates, '+ sealants, primers, and other joint fillers; and approved for applications indicated by joint sealant manufacturer based on field experience and laboratory testing. I 1. Round Backer Rod for Cold- and Hot-Applied Sealants: ASTM D 5249, Type 1, of diameter and density required to control sealant depths and prevent bottom-side a 'c,a rr f ,•:I adhesion of sealant. " s 2. Backer Strips for Cold- and Hot-Applied Sealants: ASTM D 5249; Type 2; of thickness and width req uired to control seal ant depths prevent bottom-side adhe- sion ,`,,;,�`,`, < y,'`J r;':.•';•_� J}}�r`t; i of sealant, and fill remainder of joint opening under sealant. 3. Round Backer Rods for Cold-Appl ied Sealants: ASTM D 5249, Type 3, of di- ameter and density required to control sealant depths and prevent bottom-side ad- hesion of sealant. < <_ 2.3 COLD-APPLIED JOINT SEALANTS ', ' A. Nonsa Silicone Sealant for Concrete: ASTM D 5893 T g Type NS, single-component •'�'` �'':"��jy'°'" low-modulus,neutral-curing, ng nonsag sil icon sealant. t:•a ,';t .:s'4'j,"`:'>tA�y.<<;frt', B. Multicomponent Low-Modulus Sealant for Concrete and Asphalt: Pro rieta�� pourable se lf-leveling formulation of reactive etro o 1 er d activator, si:�'J,`�`.��s�.,''•Y/�`' 2.4 HOT-APPLIED JOINT SEALANTS #�� ;�K�f•+ �+ A. Sealant for Concrete and Asphalt: ASTM D 3405. � ,.r.•, p6 ,± lVurYUh PART 3 EXECUTI ON �:1;hi 1� ! ➢i't'7'f':t INSTALLATION �•ti A. Clean out joints immediately before installing joint sealants. C5-4199-00 02764 - 2 PAVEMENT JOINT SEALANTS RO - 3/19/01 P T .it lr.l"r r '"*^+ur.&utfFf7 %sW7tk�MPfw+..,.+ — ^•+....mi.ex@«as{tl++lkf3%'a'iTIIneitNePriwb+ific'^.°°'"" Y ' ' i'h' z ..�� tits•��t2� Lt.� ,. rt . 1= t t t r 1 tt.".Ll�r � is{{�r p:trt,= �- g'i= ''.d,' •{4 f t„t��.1tt tiik, �rl,•"f7� r�fYa? j t �- t sr • .f. �a �. r` '' r!vat zf j1:�J 1� z' ,i rY' r. � r 1• f 7,.� :` ,}x. .,r�PJ",ttt hC,t�it4C"+•��z'1�`ii•ryy {•��{yfi�.. � .. .•. i t.it � yit^}N 1 tp tat=9�• "� }mil! 11 f 11A.U e.,, : ) r ztt t {.' 4 ti t�S J<s12}it f cf, ;�l°v 1 '' �vf+x:l4r�rr t.t..„r.N...w•,,..... .... ............ ...�.,. ,4,-.. u..,,>, v<,r.,e,a.t- -rnaa,»..aa,.,,...,,... ,.,,.....�..,rwr.,..,.,.,».ac+u t+v'r,.,r:w»r.SAxYt;NerwN4<N:�'Fr4+n,l liMU,wi4�!a'%�.�,s,i.su,.....,........,.:.t. x t�t,t�;,dt�a y2 7''1St�T:t.`� .'.w+.,.+wea.q'r,Mta.4twrwi d i �77,'`'rtrr til it}°'t WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI i + , „rµ"{ B. Joint Priming: Prime joint substrates where indicated or recommended in writing by joint sealant manufacturer, based on sealant compatibility and adhesion tests and prior experience. Confine primers to areas of joint-sealant bond; do not spill primers or } allow them to migrate onto adjoining surfaces. C. Sealant Installation: Comply with applicable recommendations in ASTM C 1193, P Y PP D. Install backer materials to support sealants during application and at position requiredrrt4,;t , Fist t to produce optimum sealant movement capability. a,�r„” ,rx2Tf i 1. Do not leave gaps between ends of backer materials. 9 ppt A :SJ,yMt� 2. Do not stretch,twist, puncture, or tsar backer materials. 3. Remove absorbent backer materials that have become wet before sealant applica- tion and replace them with dry materials. r. E. Install sealants at same time backer materials are installed. , f 1. Place sealants so they directly contact and fully wet joint substrates. { 2. Completely fill recesses provided for each joint configuration. 3. Produce uniform, cross-sectional shapes and depths o timze sealant movement '"y capability. F. Tooling of Nonsag Sealants: Immediately after sealant application and before 'r3 • :`+ skinnir or curing begins, tool sealants to form smooth, uniform beads of eonfrgu ation indicated; to eliminate air pockets; and to ensure contact and adhesion of sealant with sides of joint. "'Ch, h, 5' 1. R,,rnove excess sealants from surfaces adjacent to joint. °�'.;ti,4•, ;'`' ' 2. Use tooling agents that are approved in writing by joint sealant manufacturer and that do not discolor sealants or adjacent surfaces. G. Clean excess sealants or sealant smears adjacent to joints as installation progresses by methods and with cleaning materials approved by manufacturers of oint sealants and of products in which joints occur. o,• END OF SECTION 02764` C54199-00 02764 -3 PAVEMENT JOINT SEALANTS RO -3/19/01 Ail"11 t�4 F�' aka r e.s!9HaAft7(K4Y a<+rw-w•^^w-.-*� f —'-+r+rw 4r i '�3.. nyr � .fdl` "'i.Itvfl"...w' ,Iyt .i. i �wtrArimwNfl►`W tAR+M�N" t t v.,h��.t.t tyY , !fir?.:;;t�;r��Ya'�11i.!a ai+..r�}•,�':. FE 4},� v{`}a (' � 1 f 1 t;r. @r t'�,1�'1;fr�",.ly'�a� sl �•:.: �Y. S r�t�✓ {,•<^!;4 {. ,r { ' >` � r�.d}4' 17 r-�. t.a,.. }. f+ad.p'1, r. ,,ti ,.n�. t' ,:. ',, 't r, t , :t'.tt ' .��;:!f;k,c:: ti'tf'.i'i,4 .t.�t ��r.c. (tfi; i•�h. �. .n.3z.. {{ }} ,f��';j,(i};.t; 4'' at.r}l V,< .+ :'- } ! t`t .r,:. '.t.r:,�::,', .,. .'.t. •�;,; .,ti y ,r,t. '� ��}^'J9�`:r>u,.'v {' `l i y3 ryY4't s tr,1 ;a,`7n;;"4..,,5 1 t :1 ,,: 'r r i t .: i A ,t .trt,�,i.h�' r "r 9�4',x��•4'1•y,,.,.i'' „l tl�•.,.A `••'i,. ,.}.?C..4.. f,, F ,.; . ,�. t r. V it ..f!j/. �Y }' f '. .� t t '.-• : :t r K .t: .ah# /+y'.�{fi:;{J�,!a,l�,,, it t.l, •k.•t,,,It ¢ ., ? t 7' t k t• .e}.tp^� t .tt i 1 t :r + 1'i}t ! ,.ri,:{..f'. ;;,x.e�li±t{t: 'e1`.ti�•.k}.�5 !IAI 4i1.,.:t.,ads• ,.:i'1,9:;,,.._ry .r t i,. f t. .a .t .r' ':�t:. ,i ai •.y. + r.. j. 'i '}.. t„�.., ,t (i '':t}a 'r'-r a.-,.,, r�. hle,.�.x..t,r ¢+ .{�, w p: iti a.. t .:z .f ''''+. ;;5. •„f,.,i .t({:L. ,-i'�' :b-, �. .jy � ! t ;'w'xJ,'td.�� r:.;y. ,t4•f t �t�;, 1 °' :t >.ri f q,� .t'.f�..l ",'f s,. i. .,l h' `t + •t � t-,.ff.. .i,...a{yi :�.y�as^t<v:w�:�i% ,;�11 4fi s..:e�'i ��(e:.'"`' t .S : .,t}'f';' '."�e.;::ly,",.fat •!'3`i � s �5 a. 'ry Cr 'r. } d;, lr' 'J` n>Y�, ,1, 't.'. . i .�,:t,..,tsisdriarh'vrlT n,si'F1.M%.!Jts t,iyJ,x,.e.+r s.r...,.,�„-,.. ,..........,,..... r�..•,.,,. ......s.r. •,,,r..,., .,r,.4 ,. ..,......:•r..,......._. .,a. -m<a.,.:tfw,.,r++,rti 7.rrrJtk'M{Mn,i+`MYMit4.,Mi'm+....:iw.,_w...,..,.»l t 7 it`!�{3 iTll "J WATER POLLU'T'ION CONTROL FACILITY EXPANSION CITY OF JEFFERSON MISSOURI ''' SECTION 02813 —IRRIGATION 'E PART 1 - GENERAL r f 1.1 SCOPE A. Includes furnishing all design layout, material, labor, and equipment required to 7{X, P rovide and install the main piping system, lateral circuit piping system, drip, flood ,�'{��;k.��,.:_ •4 i and spray pattern irrigation specified herein and as required to complete the work per 1 plans. h 1.2 REQUIREMENTS OF REGULATORY AGENCIES ' } Y4 A. Comply with the Uniform Building Code Uniform Plumbing Code Standard '`'7`t;`�j PY g � g � ', AY { Specifications for Public Works Construction SSPWC)� and all applicable state local .,:.. f and federal codes. 1.3 PROTECTION p„ ftN r} x A. Check or locate existing structures, electric cables or conduits, utility lines and other i existing features or conditions above or below ground level that might be damaged as a result of Contractor operation. Questions or conflicts arising out of such examination prior to or during operation shall be immediately directed to the attention of the Owner's representative for necessary action or decisions before resuming operation. Contractor is responsible for repair or replacement, at no cost to the Owners, for '`i4t A.Kltl;fig! features or conditions damaged through failure to comply with the above procedures. ;? ``N+r ',s III3�}}r,�ttr rf 1.4 REFERENCES '` .`+ A. ASTM D1784-92 - Specification for Rigid PVC and CPVC Compounds and r` Chlorinated Compounds. B. ATM D2466-90a Specification for PVC Plastic Pipe Fittings, Schedule 40. `"'' '; a+ C. ASTM D2467-92 Specification for Socket-Type PVC Plastic Pipe Fittings, Schedule `' Dil j �'� 4 t•Y➢.'. D. ASTM D2564-91a - Specification for Solvent Cements for PVC Plastic Piping '4 Systems. E. ANSI 21.10 and AWWA C-1 10 Specification for cast iron fittings. ',t}tip, l� l'tc�' [}l y:tl+•,S.' F. ANSI B-16.3 - Specification for galvanized malleable iron fittings. �xti Lid' " G. ANSI H-26.1 and ASTM B-88 - S ecification for hard drawn copper e K pipe. P PP h'P P�P C54199-00 02813- 1 IRRIGATION RO 3/19/01 , S ray{Y�tF• _r rf •fi��2�t "5Tm, h S4t�FnF'Ri'ti .r"""..`i ^"+r+fNlssusJN'r;3t4W.iNbYf4!f5':F,>:{rL4CNNTYrW+n*w'.•A n > ^„"-wu,rw,vrtryfi{I �RY?( Vfi( t. rs ' 't qS•. f n' � W.at: ,� �;<<1.t`tr� Y.t ,c� t ..t+t ..is 'l .,il• �'' ')' r: 1 J ;'' .f� ��.:h+�,s r.2.�.�yv't."71tt?yy7��'�!�gns'r,;�� d d f �)>f :,.G 7 1 ! .. ' 1 � .. L J ' ., d . > S o,` t j `7.}rKCv•!f t t k+. e ,.., Jr i (t" Pt (, .. 'c •, t { .(r t��a x`Il• � '{f.'± !. ;t , r , t •� 'x { j fY i r,(P} Rf,Y�r{�jY r''�f ft{u `bY w ' JYJ 1. !Y. .! •.. .....» ;x,•-.+v,n ..,.,.�,,..-,. ,. < ....._....... ..,..._. ..,.....: ..�.... .....:........ ....... .. .. • .,.,.,_,uw.�W.IAi� �il r:` +�... fMMIMNICw�r.'t-•li✓Mw.wH...u4.,I.�.._. :' ..' ... '. .......r _... � �`;1,1t 11 ' {.'. �{ 1 t Si {d �• WATER POLLUTION CONTROL FACILITY ENFANSION "{ I � I ' CITY OF JEFFERSON,MISSOURI ! H. ANSI B-16.22 -Specification for wrought copper or bronze solder fittings. ! I. ASTM D-1785 and ASTM D-2466 - Specification for PVC Class 160, Class 200, ' .) Class 315 solvent weld and Ring-Tite Pipe,NSF approved Type I, Grade I. Schedule 40 and 80 pipe shall be manufactured to conform to ASTM D-1785 and ASTM D- >,� 2466. ' 1.5 PERFORMANCE REQUIREMENTS ':'"`` A. Drawings are to be diagrammatic and indicative of the work to be installed. B. The work shall be designed and installed in such a manner as to avoid conflicts between the irrigation system,planting, and site and architectural features. C. Manufacturer's directions shall be followed in all cases where the manufacturer's used in the Contract furnish directions covering points not shown in the drawings and specifications. t D. Water supply: The sources of water supply shall be from the effluent discharge line i and the"point of connection"(POC) should be verified by Owner's representative. ; px 1.6 MATERIALS AND IDENTIFICATION ` A. Labels and signs must be approved by Owner's representative. Labels and signs to be installed on all appurtenances in vaults, such as, but not limited to air release valves, blow-ofd's, and meters and on all designated facilities such as, but not limited to, control panels,wash downs and blow-off hydrants. Every pipe shall be identified with ,. a pre-printed, embossed or painted label. PIN B. All water piping installed within the same project limits shall be installed with potable water identification. C. All potable water piping shall be blue or white with blue stenciling appearing on both "POTABLE WATER" in 5/8-inch letters repeated sides of the pipe with the marking P every 12 inches. f t t'f''�••r`�Ir+`�� D. All gate valves, manual control valves, electrical control valves, pressure reducing valves and pressure relief valves for on-site potable water systems shall be installed below grade in valve boxes with green covers. �' � •S�itt�1��.�t , ,Y if C5-4199-00 02813- 2 IRRIGATION RO - 3/19/01 , T�3r$,� ,:r7 r -`-,--r'c^'`+•r. _". w,"T""!gy'a C^^'!p�•F�A.'4YA�d4r+>•nn!"!"."""'.,".. _ ,,..v1�,v+Ns;yggy,"r�y3S,ytd.YiHiw>.`!r""' .r. :'�t I w.j�!x}Y a'lj.""F'y^�� tk,, ,}�,Jf tifi;f � !h 7.,,r.'t'i';Irt+y 1 r`.t{.•� �'� � ��' � � ,1.;'.o-. �`�h �{r,i�t;P ,v`..!. y•r,'�,��t,.,,,,Gl.t'.t fl t �., <i,sj '( :f ':,. " ti P t Z�" 1 t.: �,:+.r�jf.,,.,ir•�"4�'''� i�'lzf,'' r��sr�-d. La... .t ,�.� 4hT,J�S:1jY f ! f.•k' iS '{.. {. �, f'y 7 !1' i' ft.11 ✓r�L {�::'�it is7flZr 1 �{{, :r, 'Y' 1 Y �r• :t 4 1. .by .r 1.y .�r ,'l�F, ^:t; tic �.^I''4, 7�:}:�.n'j�). "' r•fF,IIGj t ,3:'1. �, J ii:' 1 1 1 t I ( ^t' ih,!' 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The material list shall include the manufacturer, model number, and ' description. 'i B. The material list shall include all equipment, materials, or processes specified by name in the drawings and specifications, 1.8 AS-BUILT FIELD DATA � A. The Contractor shall maintain a complete and accurate set of as-built drawings per Section 01700. These drawings shall be kept up to date with the progress of the work. � . The Contractor will have blueprints for the purpose of recording the as-built r` s conditions of the Work, with information as follows: nick coupling valves; electric control valves; B. The location of the main line; q p g -:i controllers; sleeves; point of connection; any special capped lines for future work; t ; moisture sensors and their exact depth from grade, locations of controller wires lice junctions, lateral lines, and miscellaneous equipment. I C. The Contractor shall indicate clearly and correctly work installed differently from that F, k shown on the design contract drawings by dimensioning from two permanent points of reference. ,xla ii;�a 1w�1 PART 2 - PRODUCTS 2.1 MATERIALS t ..�, A. General: 1. All equipment shall be new and unused prior to installation. 2. The equipment shall conform to the submitted Plans, Schedule, and Specifics tions and as specified in this section. ='jay 2.2 PLASTIC PIPE AND FITTINGS . A. Plastic Pipe: "4,71.1��; �tt✓.�x�'rri `" 1. All plastic pipe shall be continuously and permanently marked with the t�_,t, ' 'j ' ��{'•'t 11 17:11. manufacturers name, kind of pipe, material size IPS, NSF approval and schedule '`1( �;t and type. . i. 2. PVC pipe shall be manufactured from virgin polyvinyl chloride compound in ,lk, accord with ASTM D 1784-92 and no less than Schedule 40 PVC, 02813- 3 CS-x199-00 IRRIGATION ,w , RO - 3/19/01 m 1111011 mn ',' M• ��il�a{{ 5? Sys ,t 4Jtr e } i{� �±~t ,:, ..., .+w VMrk.MMLS�u1. wr.••.wr�.N 1 1pi q41 .�5y 1..`{y'(I. �1F { JfJJ. kx1Y k ;�;1 > ? S, si .t ,3 i ,.{+v .J ,,! t to IJr t,.} NiL }.fy.'11 ,{ft a,l5 '• I�•q( ��'+r'y.11I: ;r�.t':�.J. 1 ,,:',,y.i�.•`.�`::�''j.r. et.,.t t { . 5 .� ,`t l) ' •.gnX�l 5�...7�'{ , °4° ii � �1.�t1. ,t��"nL v'�7 � ,,.n, Srta• ar.. i«,. .Y.. ;,. ..:,:'... r.. s:'{ a :�, s tr r r r r r;: .!, (t, �,1�.�rju�,j:,nfj"�Jh,4`.S".T*rt.!� Fs.A'. �`�f:;, A+ •L,.,.K:.eo-' eia.,,�!. -j'.,.. J.,.r rf t .t r,l. xtt e14+ � � ;:{ r, � f. L.,' `t }.e`, t ,5,7 �D.n"H S,�' l.� t}„ �1�5 it�;rlx. �'Yi�,l t r.� ,t1 a e. i .,y., t .t•r, , a: A .,x(':'r:5 ��y.,..t-f� t 1r.t�;s. ;t ,r.;,rF..'.4t# u�Ya°:�!;�•'`r'`•��e;•i'�W1.. a'. 't. 1. } .i 1.;. ,{', T,�. �; i. 1. , { , ,,. .,.r , —,"f'r��,. ;'i}r � .�.':f rS. �,`' Y�}}; •i "aai, '^,� r14Tt� ` i' , z '' :•ei'.: , ;fl is }z".�9n ;'v.• � ILY,,.�` r C" l � ``r ,r. •,':.r, t ,; t I .l, , r. t it t. > ,t a .., ° ' '• , ✓ rt ,, I 'hy :1 y, F , 7 s � t.p s{� , �r,�.y. �a,Cjf� ,, ., 1 Jri�i4! � ( .•t `: r , � � �. � : ;.r �r I r 45 tl�'�t .rs. .,fl � �1�' t: fs}r{• i ' ' ..,. ..,....» ..., :.,r ...:4u.-,-... .. .... . ..... ...._....,.. •t it r jtr'rf �� t 1 , WATER POLLUTION CONTROL FACILITY EXPANSION ` CITY OF JEFFERSON,MISSOURI I B. Main Line: Piping on pressure side of irrigation control valves to be PVC Class 315, Class 200,or PVC 1120-1220 Schedule 40. C. Lateral Lines: Piping under intermittent pressure shall be PVC Schedule 40, 200 psi with 1/2" lines to be Class 315 PVC. "`"` jD. Fittings and Connections: 1. Plastic PVC fittings shall be standard weight Schedule 40 injection molded. Fittings shall comply with ASTM D 1764-62 (1991), D2466-90a, and/or D2467- 92. Threaded PVC fittings shall be injection molded. 2. All threaded nipples shall be standard weight Schedule 80 with molded threads. All threaded nipples exposed above grade shall be gray in color. ''; 1 2.3 PVC CEMENT AND PRIMER ;rF t11J': ;1(F i A. All PVC cement and primer shall comply with ASTM D2564-91a and be NSF and IAPMO standards. B. Lateral lines and fittings shall be cemented using a 1005 active solvent blue in color. :, g g C. Main line pipe and fittings shall be coated with a primer and then cemented with a 100% active solvent, gray in color. D. Both primer and solvent shall be similar in all respects to that manufactured by IPS f Weld-On brand, or equal. E. Obtain and follow the manufacturer's application directions. 2.4 SLEEVE MATERIAL '; A. Sleeves for irrigation piping and wires shall be provided crossing of all walks, asphalt drives, and any other paving locations. ` , a ;a;.{;f,•;' B. All sleeve material shall extend 12 inches beyond edges of paving, hardscape, or construction. Sleeve shall extend five (5) feet beyond potable water crossing. Provide pavement markings or witness stakes and wires for sleeve crossing locations. 'Y C. Sleeving material for PVC main line piping shall be Class 200 and sized to allow for 61'a,(1;:;: piping with couplings to easily slide through the sleeving material. Minimum size sleeving material shall be as follows: Pi Re Size Sleeve Size(Nominal Size) 4' 3/4" 211 �.ii 1 11 L.•] CS-4199-UO 02813-4 IRRIGATION + e ?; . RO 3/19/01 r ..,c'`,�Sx%k?;'Nf•�i�'',r ii, f • ,....��Zggrasr.5aeu^v<!t.,r� —r,.. .,..'r"rMrr;{�9,'�yttk'�rk,, lrfjP�m!u+l""""'". .te .cY rtt.: �, ,� t ;fir.- 'i•'t�'' s'� ' G s ]� ,.t'� r;i�rG't"`i ,rt ;•' .., t. i .,: �'� '�.^i. ;t° � ir t' ? �. tt�. .ia i.�#t,:.�.'..t. ,i�i. .�•�n','. �e.'',ir,{,t,F,�;t3h �. tl',�'R{- 'a: ,A' ,1.?S�o}. 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C j•, t.� j,'t� 1 ':, '. .. � ,4,Jr,..w d.,Y:.r, 4�1,l:rkY:•n,v ftrtn}K.',^I wd.w.':.rr.r�„we.n of fa;isn,i,nYin�t+fstl:!tkt'nYiemzin6xrrEt•,w msa.±t,sn�.•«v«.e.....,.,..•,LS,G,w:.+..,n.,wro,.••e•,,nc.,,.. 6ir7}}�.fua¢a`�';'t.�,s�t.4�,�r. �6rh�aF�X5•c.y j�1 ed��4x i •�1�4$l:ilii•.�:sif4ts`+ir:.::r fr% 1 WATER POLLUTION CONTROL FACILITY EXPAN SIGN . ,;-..Yr,•; r .. CITY OF JEFFERSON,MISSOURI , Sleeve Size(Nominal Size N ` Pie Size :v 2-1/211 �} t 3" 11/2 ,.. 4 2n S t 411 1r1 21/2 F 611 411 �Mz+E,rJ�•.•� •: The maximum D. Sleeving material for low voltage wiring shall be PVC Class 200 pipe. Bn:, ;,y: s<, . r number of direct burial 14 gauge wires per diameter of sleeve pipe shall he as follows: Sleeve Size No. of Wires 1/211 ' 3/4" 6 12 15 1-1/4 15s 21F(� 1 1-1/2 25 2 11 3" 100 411 UTILITY MARKING TAPES% Ek,. 2.5 UNDERGROUND .' FL1�44 Marking tape shall be Magnetic brand as in by Griffolyn Company Inc, A. M ,r •A �„r. r,�tt�ur 1 J Terra Tape or Thor Enterprises, or approved equal. as needed to mark the B tape shall be a minimum of 3 inch wide, and length Marking r e project boundaries. `;`;';.�'•_ . ,. entire length of utility a within th r, line G Marking tape color codes are as follows: v't Electrical Red rkr r Potable water Blue 2.6 VALVE BOXES A. Electric Control Valves: Square, rectangular or round concrete or plastic box with "CONTROL d lid with the. inscription �} green colored square, rectangular or roun ,.$ VALVE& cast or painted thereon. -;,�y:,i;4v�'r"t..• •'..,:,�x;� �'�. Square,rectangular or round concrete or plastic box with green B. Gate and other valves: . r` } colored square, rectangular or round lid with the inscription "CONTROL VALVE & gtJryrr; NO" cast or painted thereon. :r`k;ae ,ti IRRIGATION I S' i:i?i 02813- 5 .ik... 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'�v, •G,., rat' tFt!! 5 .a ,t.'. �., �f e 'a t'. ,•}'<,. ,}.t'.:G;�°„ttd tai ,� 1 :t ,..(' f,QU'G.{'tPS, •+'�'• :;}'': t!* ,r.,` '.r'1 r i t }' 7 'r.t•:''•V rrr;`r':✓„ �.F�..:,':J:. .r t'} i a' '; ,,a�+ 'r ,.%S4, 7.,.;. r.fk,. 4 A', t .}r.' 4+ t ' :.7r i�• 1.f.:.l ]h a F i°. r f ik tt,f; P YbJ 1�1f ti��' (y,l. r.,°'�`J } .. .. 'si, tf.:' r."" ,, t p t..tt rwfj+ f•a�t fad.: 1 .a uf: ,r +. 1� t t tr 111 t t1'r.;i WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI ' F C. Valves Electric remote control valves to be brass as manufactured by Rainbird or a equal for appropriate application of spray or drip supply. 1 } I' r • PART 3 -EXECUTION 3.1 SITE CONDITIONS In A Before startin work on the irri ation main line i e s stem� carefull check all rades Pl �;��,,rC7•f:;:;-,.:,.. to determine that work may safely proceed, keeping within the specified material depths. B. Do not willfully install the irrigation main line pipe system when it is obvious in thef`', `'"` i field that unknown obstructions or grade differences exist that might not have been i considered in the engineering. Such obstructions or differences shall be brought to the w ';-:'''; `• } attention of the Owner's representative. C. The installation of all irrigation materials,including pipe, shall be coordinated with the site improvement and utility drawings to avoid interfering with utility appurtenances. tkil'd, �:t D. Layout irrigation main line pipe system and make any minor adjustments required due to differences between site and drawings. Any such deviations in layout shall be '�'•' "'' within the intent of the original drawings, and without additional cost to the Owner. The Contractor shall spray aint the location of main line and flag the location of all tvA valves for review by the Owners representative before commencing trenching. x i'ti Xi. 3.2 TRENCHING AND EXCAVATING } A. Trenches shall be dug straight and support pipe continuously on the bottom of the ditch. Snake pipe in the trench to an even grade. 1 7 l 1l B. Excavate enough soil at valve assemblies to properly align cover boxes to grade on 177 compacted subsoil, or brick blocks. "vo�r� ,��tfa rt -;� C. Water Pipes: Unless otherwise designated on the utility drawings, provide cover over ztrN ,.}"1, ji, y water pipes as follows: ' 1. Supply Line (Static Pressure Line From P.O.C. To Backflow Device): 30 Inches `'`' Minimum. - f;: 2. Main Line (Static Pressure Lines Downstream Of The Backflow Device): 18 ,j .R inches minimum. 3. Lateral Lines (Dynamic Pressure Lines): 12 inches minimum. X. 4. All lines and sleeves under roadway pavement shall have 30 inch minimum cover i as measured below the aggregate subbase. t� 4k :kl rnh , 9 c C5-4199-00 02813- 6 IRRIGATION 4 y RO 3/19/01 'h 1 ;�4•tn 1E ;ice 7�I• '>> t'^"!!R�r �M T t wwlf.K Yr.,�^'^�;�°"+. "e t', Y '�.� 'Y�YthF-�' . �'.} $'�.F„�,,..,tt'^_ \{ ,.ct 'r: , .>• ,. "."t '' ', t nuKf 'tiYK3!�'A4 ?�7 s 1,�.t 5 t i s ;-`,."',3�i.'�;'�:7:-ti°ji,!!4 gr. <�• �yR rst'i s;,?.r.t•,.S a*,..))},.=.�.WSJ'(;;�'6Y �:i\�it'.;� �In,Jk�'.k,�q,? J >. tf asryl t li(,� �r ,1 s. 7 ,t 'l.�' � t P ,�,•.�r{:�, t.3t7�.,�+,�{iktY:t1�?A r t yfi'y; � r.h} 'a('i' '�``�•sl R�;�. �t s,,r.. ;: .•. ;,,,r:i' ( .:'.r.,t�:,n, .'a tYj. ,,! X`. .3C�ii ,l v�: iSt'^,�R',;�tt iS. ..t.�,. i. }. 1 J , � !i ,-,:t 'Jt 1 ,,Y;,r'• sti. f.^{. Yf P�..••{.t..�i:c�r3...11 f{.t�'.ri.y„+�lyr» 1 ,�^ ,7,.Jrfv. ett{. .s' t', +,f';t ' t.+ 7 '' s `'? r(.. t a'J; 'tt'.,f a`' .H f^'.#+5•,.f jyf.M,'(�.Yd .'n "y�; ° f .d �'.i;t �.� 'dt t ' .a ' � � t :x� 's r, Cin� s{}3 .v.s„�:iti{� i Y ti,h�i ltt�•'3 a,'Y4 R�. .^1 :�;�k ..k�� ': � .:t y 1 r .+,f ,' j i �r 51 7 ,,.,Y.,r.^'k{:N•:€.:.��'L�(�C'�jC-S�Lcy�.;��q,1Yd}''13•j�'�"x�," �t�- l ':� , .1 .. � t' 'i: } i .•k t ya j frr,l�'+C'f r .v,(r'}7.y„�,u.�sp f r ufr T;�kk�� :ye ar....n.-......vrn.,w.Ry t , , �f s rt i 1 ,i n jtrrt.s .,.:....,u�m~kn*iWtiMi ih YYtxiS.itt.�vYrh+•••�n�(i+i,r.ft t..,.:,n..,, a ......... �...,_....„... ,,. ...�..,...,.:. ,,.. �... ..-. .. ....•. .. ., -:-0,4..c,.,-t+�. -t,1.Kx..,i.i Jr't vA'.rrl tl z?+.^.tL°Miri.-;,.•a�w...,«..,.ua.a:.: t3 'rJ+•R(1 t� if+r�\ WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI -` D. Electrical Wiring: Unless otherwise noted on utility drawings, provide cover over electrical wiring as follows: 4' 1. High Voltage Wiring In Conduit: as per local code with 24 inches of cover ; minimum.:;;_;, 2. Low Voltage Wiring In Class 200 PVC Conduit: 18 inches minimum. When 4 parallel to the main line, place sleeves 2 inches above and to one side of the piping. v�r;�:;::,; •. i„'•. i.,...�, � 3. Do not tape wires to main line piping. 4. All electrical wiring under roadway pavement shall be installed within sleeves and have 30 inch minimum cover as measured below the aggregate subbase. ,' if Y i l'I t'. 7;1.:„1•f!. {` 5. If tree roots larger than 1-1/2” in diameter are encountered during trenclvng, hand ' S S .l dig around the roots, and avoid all damage to the root system. E. Backfilling: 1. Backfill shall not be placed until the installed irrigation system has been observed tested, and approved by the Owner's representative. Trenches shall be backfilled r ! promptly after the open trench construction review. `' 2. Backfill for trenching shall be compacted to a minimum of 95% optimum density ` by means of power compaction, and shall conform to the adjacent grades without ,!' dips, sunken areas, humps, or other irregularities. a. Main Line: Initial backfill on all main lines within 6 inches of pipe shall be ' ,r'.,-• k with sand, and will require import of sand as part of this contract. b. Lateral Line: Initial backfill on all lateral lines within 6 inches of pipe shall r• �{t { be with sand, and will require import of sand as part of this contract. Y 3. All main and lateral line sleeves and electrical wiring sleeves under paving shall `.a be backfilled entirely with sand and compacted in layers to 95% optimum density by means of power compaction. 4. If settlement occurs and subsequent adjustments in pipe, valves, or other construction are necessary, the Contractor shall make all required adjustments =``'4:, ary, 9 ;,,;,,,,+;�1-�•r: rn without cost to the Owner. �ifn�ac�it4'•yr:',:: 3.3 UTILITY SERVICES ' `"xf ': ; .t F:t'.�p j•'.: 1. A. The Contractor shall make a water connection at the designated Point of Connection. Y:.�,�r�,�;�;i�.;�_�• B. The Contractor shall make an electrical connection, if required, to the designated f±� ,, 4 • electrical service. This work shall be performed by a Licensed Electrical Contractor. y `' C. The Contractor shall make any minor changes in connection locations necessary due to actual site conditions as a part of this contract. "pit1 C54199-00 02813-7 IRRIGATION z11 RO 3/19/01 s y . ,p ° y (1'.t1' ```+++�ww.';1��"�t��z rKE.�,•�"y.�?•i}?r•lJ},h.R'r?t w.r io�I`Srts;tr;�td.'l�Ci:fi•iIr(,,1,ii. tk',i wi PAIR, l FtW 't:�'\¢i`�F f•�alM1:}S.t{l,t.r �" �t�4 i�, d� 5 "M� r},��,} f}. t'.;ftl +�{xy,r ,. E :7. .,. +;.7. r i.. r L• .(i ,� ,'F�'i.t1\( ±`,7vr.rit '. 4 t�Y�. i• •'�. •; ';>'s<�'lt•�,2. .r F .<: t .r .�'�4 ( i 1. ,t r •F r�i:�J \',. ryr.'t. lr.'t�4!'"4�,i. ��F�}}fF".�sf ,;t. -0,1 st: i,,r'��t`r. �. �i r i r, r. t :3'• j r 3' ,tCt 4�r<ti,<.; fr:�i, 9rl.,ryt,,,,r ;j� a-�iF•L.,t:1S 3•r. '4 it Y �•4 i' s i r I j ( it.1, `G'x. f,{ rr rt'}a }]}{„i.� a i.. y, t}7�Yt, p-'��'?y�U;slftAlfi"'r. {f"t'"'�.• _ . , ' .nnwe,.n�+,w,.T>n,..,::..tw,H..»�,...:.i.r.t .. . . _....»....,«,. .n, ,!r,..++t,.,'r.aa• ..n „ .,,..,,.,,,� .. . ... .. .... .. .........r..,w.h„„.............., ......z. .. .. ' .�+......-.,.,,a,.a«�4fkt :fittLi'ty`iLft r:�'' WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI D. Irrigation, high voltage electrical, and other utility lines shall be in separate trenches as �M: 1 per local code. ' 3.4 PIPE AND SLEEVE INSTALLATION IN HARDSCAPE AREAS ; ,• .'.,'. A. New Paved Areas: 1. Install pipe, wire, sleeves, and/or conduit in locations per design drawings or as directed by Owner's representative. I 2. Coordinate installation of piping and wires under paved areas with other trades . ';ryww„ 3. Piping under hardscape areas shall be tested at a hydrostatic pressure test of 150 � 4t�„t�.�fi,�•+4;;; psi for two 2 hours before covering trenches and paving over. 4. No wire splices under hardscape areas is permitted. All splices shall be enclosed in an approved utility box located 12 inches(clear space) from the hardscape area. 5. Pipe sleeving shall extend 12 inches beyond paving, hardscape, or construction. 3.5 MAIN LINE PIPING INSTALLATION A. All plastic pipe shall be installed in complete accord with manufacturer's instructions } for same. After the pipe has been cement welded, it is not to be disturbed or moved for 48 hours. During this time the pipe can be out of the trench or in it, but in either case it must be supported so that it cannot e disturbed. , b moved or is ' and low voltage wiring ` ,.;;,•rj '” '`: B. Irrigation main line may share ''"�� °°+:.';s�,�:;�•%�`` g g y the same trench. Provide a minimum of 2 inch soil space between piping and wiring (conduit). :'•;,;1.:. C. When no valve wires parallel the main line piping, install a single continuous tracking iii';;•',i:,::.i4;,:4 { wire and daylight this wire with 24 inch leads tied to 12 inch wood witness stakes and wires at each end of piping. D. On all main lines, provide concrete thrust blocks at each change of direction and at all a terminal points. 1. Thrust blocks shall be one (1) cubic foot concrete minimum,poured in-place. �1 t ry 1 = E. All metal pipe and fittings below grade and set in concrete shall be wrapped with a protective covering of three layers of polyvinylchloride tape. Overlap layers until the ' total wrap is a least 10 mils thick. ' ''� 0. i� `'=' `OP. ✓ Yf y i > trl x ii y' C5-4199-00 02813- 8 IRRIGATION r. t ` RO - 3/19/01 ` ;.r { e'3 �` ,c0 hw,+, ,i .."b"'"^^".� ( �y+nn?..w.,twieMaxtlnJ+a�.r, —. — ...w+.aHtW?�.P G eT. Nd,Wp4YN.w '.'” ? r„i 75h t�" T Y '4",'S � �• c Q'j `{" iS,�itSrr ,sfvv.�Stt�Si��`'J�`�r ,f.(i: �'Y'.rtl �tf 5,�.(t :`jr '' .��}+.., .*�,. �` � '� r + �.r , 1 .Pf }!:,art tcrl, :.��`,,:� �t"' 'y?•t "+�.5!;'�'�4:;ti z l4'''�;4y:•:°"�.'t,a{6 i;f, ,i.Cl'At:z s 5 S r .y}�;,,�. , 4} ,r�;t,, S f+ /, } ,. 7ty t ! 60, 41)i'3y5cf? y...�,,qy•, ,'} .J t.'P.7 ' (�. ,.f�l.: JF. I , x+r '+ t,,-t '! r � i t v�� c ,:?i:t tY 'c��°e.rt.•e.,;v" tp � .�t r Y';y�e+.K1'f `tt � •J t t� ti tit .:•, ...,. rre .r.r- ,, ..�.._.N,A F .!Y"... (t.A1+Ye`a.xrra x.....a.........•,r,,. ... WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI h � t 3.6 PIPE AND FITTING CONNECTIONS ! t A. Steel and red brass pipe and fittings shall be assembled using Teflon tape applied to i male threads. +� B. Plastic pipe threads shall be assembled using Teflon tape. Follow manufacturer's directions. Cr All metal to plastic screwed connections shall be male plastic threads into female ��:'{ ;i; { metal threads. D. Tape all open ends of pipe during installation to prevent entry of any foreign matter ^'a► into the system. 3.7 MAIN LINE FLUSHING A. After all main line piping is in place and center-loaded, and all diversion work has been completed,thoroughly flush all lines with a full head of water. e ;1 3.8 AUTOMATIC VALVES A. Install all remote control valve assemblies,when required, at approved location. B. Valves are to be shown diagramatically on the drawings, and shall be located in adjacent planting areas 12 inches clear from hardscape or lawn header board. " a 3.9 QUICK-COUPLING VALVES A. Valves are to be shown diagramatically on the drawings, and shall be located in ! adjacent planting areas 12 inches clear from hardscape or lawn header board. B. A permanent sign shall be posted at all quick-couplers reading "Not potable water, t don not drink" 3.10 PRESSURE TESTING MAIN LINES Nli l A' ` t _� A. Pressure tests shall consist of two parts: 1. A h ydrostatic pressure test of 150 PSI fora period of two (2)hours. �J : 2. The ability of the main line to hold static line pressure indefinitely when the master control is closed. � 4�Llafrla��e 1.: t 5 S4if t`+q Y�"rf ?..t. B. Test main line with all main line equipment and valves installed. All isolation and t4 bypass valves to be fully open. y t:t C. Provide all equipment and personnel necessary to test main lines(static pressure line). 02$13- 9 IRRIGATION = y C6-4199-00t RO 3/19/01 l J j ja� X.*fan�rr:�^---• i 4' xr�+r+rvnrwN:MXry+rAV.m»umi*w+• r. ttW+'wrpaiAYf'N14'i}M�(� pm,W»� � n. Svrt` "!"his7.ur:Z1001111 , ;`�' ' ' { ;r .i {_iF :i.liy a t f:.a•' i=. ryfti,�y�c�ri} .,rt(4}.7L ?' . ,t�.ci i i .. �;�,.r r' �,, r'•:r j: :t ,J ( r .yt }.iii4r:it.7.p.(,r t i.r. .,. Lr,y,{G,t{.i (�11''•� ;�`(',iff'' t!: 'r .t'l, s ty ,'r t r� it r ' (t '�t} rc. •r ttly ?il tl �.tt4J�y,(f�{,'F' 7;f. 'fit'ii'%t'.;y'. T� t.>e r t,i 1 S •i ti y r rte 3 F� 7?� �¢ .. tl ' y ;r?fi r .j" '.�t! t ',c i` tr r :t tM' { .. . f t..?r y "�,r (•r.i i T';'f(1 f�/ 1�! �'� t �} �� r '.,, t ..•`'. r .'." ., ..s. � '.,.'. - �r t. z .rS �..:'`.f tti St ,1 ny.{y;)1,3u.te.N�.tri J:rAwmanau.....,_..., ., ......... .�.+, .r,7"} .-Y'�rr. .n .•,Sf,. ..h ........,.. ... ... .......�_..... w,r+.,r•n!1 ....h'.,hay...v.... u. ..... .., .... _..n..✓.ww IYRI' �' �, !� , + !. 'WATER POLLUTION.CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI ' D. Perform all hydrostatic tests prior to backfilling and in the presence of the Owner's representative before proceeding with further work. f 3.11 LOW VOLTAGE WIRING AND CONNECTIONS IN, � A. Low voltage wire routing shall be the same routing as the main line unless otherwise designated on drawings. ' B. Use a continuous wire between controller and remote control valves. When site conditions make continuous wire runs impossible, splice wires using approved connectors and make all splices in an approved valve or utility boxes with extensions. Provide 24 inch leads for all wires in all valve or utility boxes. This work, including utility boxes, shall be considered part of this contract. ! G J C. Each electric valve shall have its own separate wire to the controller. Multiple valves per controller station shall be connected at the controller,not in the field. D. Allow a minimum wire lead of 24 inches at each connection. All field connections shall be made with approved water-proof connectors. i � E. When designated on utility drawing, stub-out additional spare wires (red) for future use in utility boxes as noted; insulate the end of the common wire. 1. Spare Wires (yellow): all spare wires shall loop into each valve box along its path. Where the spare wires loop, they shall be labeled with a plastic or brass label with the wire number sumped onto the label. The labels shall be attached to the wires .r, with nylon locking strips or equal, no metal wires. ;Y„' i F. After wiring is in place, make waterproof connections using approved connectors to ., all subterranean electric equipment. G. All connections to above-grade electrical equipment shall be made with wire nuts in j waterproof junction boxes. +:.a H. All low voltage wiring above grade shall be run loosely through Schedule 40 PVC. I. After all connections are complete, use an ohmmeter to test the resistance reading for each electric valve circuit. Record resistance reading and call the Owner's representative for an observation of completed electrical work before backfilling. 3.12 UNDERGROUND UTILITY MARKING TAPE `,! A. Install 'detectable' radio reflecting utility marking tape in the same trench and above ;,t:� • all main line piping and electrical wiring. Locate marking tape 12 inches below grade , after compacting partially backfilled trenches. 5 Ed{SF�r , 4'(,1.1x.{'{•t�r�:y�; CS-4199-00 02813- 10 IRRIGATION ' R0 - 3/19/01 4t r��j. 4�ra x�....,d.^��-•, r.r^�'.1 .r z s.. r j7.77,777!,T4 44 7r _ ” , Y ih +'tt¢maw 1 1 ..i 1`2 r, ,{ t:.i y ;,..�'�th,'r ax'y.. It y rta.�� • j. t A. , ! ,} .r , ., .,.��. ' ) ') cif! ��r .1=,�� +}? 1 t r yf�,ri Y t .1• r r � - '✓rr r, i �at r s 7 y r �� to{{ ,,i. 'tT..tX. .'! r',�q}�. 1 5+/;.r54'il.l• Y t� ..I .i... i. r) .(;t i4., t}, "1v'v'�•E1t�A+,l.t^�.3'1 '�? ':], tti r7:�'•44.,a,2 ,��,5.r1.1yi:1)�•'cJNI?°�',..,;: r f.._ ,5. -+ ..r ,�.. •t .✓,t .i. .r"b:, l .tt�Jj:� '{{�sI r:�S ..•`'i>„xt':,':'( ,.x��4k, %'sY+A1tt�>.+`kJ.,�,.rV, {,lb,st�..V r ...:;. .:+ ��:, "' , '., �1rk:3t.{,r .,,.?� ,il�'�'~ry,.it1..,'��.�+`�•}f j rE,�'.t,;A .:•,{�(;`it,•1,d�+:.tat(': ve S 1#a t: r�.' + , 'i � t'.; .r7i. �J•.t'`'`•�*;:�1;-r+,. ��'•�t,r..C'.., r.,�(,(e at '�� ,i•i�it�;iiu;'k:n'tti.5+ .[� r .A 4 ' j'i s rt, . t r: F�:t"r,S`�f. •� ,_?,' kr,�,. rz'fi :'Sr +��,�' '�s.rt r°�t1iYn�'9 r .tj I .: ,• '> ,:r.t�<•?, !t:�({".r{� •�°.na"rx it"',w"'*>+yr-,�.t ,='�'#r'�ti"";`{.'�'f q;''t ' .g:'i ;l; ti}h;,Pt�,,..5��pptrl .r{. .tf,✓' . (E).'//��(4� tz r.Y,r3l,:`,"� ,t,�:'r.(1 f art f`d S!�k s [ i / f .•r , } wei:y 7..1 i f,'rY{t'arC. 'kJv'�, L;�t�yE.f .�� j;+['. � t 7 `t 1,t : A4tF ,�a ��r'•�'#'k 3�S�t t� �;� .Sa.r.�«Wi kit'i.4w!ebktirR2� drnmr»dtmcrxl w•rmsr,+..'.w...:.,:r.,..w.•,...»....t..« .,..r.,,.w, r�Mh..• >v swl:,,.rr..r:mrn.nrtt > ,,,,,.,v.....H, su r... �tY v s ti:...,a.w...,. ;„., ir.-,.,,,uu+Arx,:a'++4>M'a rine4WArAt'Y:#s!sr,�ett+alA'ltf,Al+,Y'77�,t�a tMh'iht+hlwao,i4+til,f r,,, tl .i [7z� I#�t '” #di WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON MISSOURI 3.13 SYSTEM ADJUSTMENTS A. Verify that the entire system has been flushed and cleaned. Verify that all main line ' shut-off valves are fully open. B. If drawings show a main line pressure regulator, set that regulator pressure setting per design drawings.r! C. All on-site reclaimed water facilities shall be restricted from public access so that the s' general public cannot draw water from the system. Facilities such as wash-downs hydrants, blowoff hydrants, blowoff on strainers, and other such facilities, shall be ± °i restricted from public access. 3.14 CLEAN-UP AND REPAIR A. Upon completion of the work, make the ground surface level, remove excess materials, rubbish, debris, etc., and remove construction and installation equipment from om the remi ses. s ' B. Replace and/or repair to the satisfaction of the Owner's representative all existin ':"�J paving disturbed during the course of this work. New paving shall be the same type, strength,texture, finish, and be equal in every way to the material removed. t I j;//y,.W TI' C. Bring all settled soil areas up to grade. As part of the contract, the Contractor shall 3 r,. provide clean topsoil from on-base borrow area to match existing topsoil if required. Ohit END OF SECTION 02813 9,�7$,fir�,�x, �. ♦..4{� { P1P,�r Y•tyi�r�t�.�,,,r. 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'4.', r,+�.,,r�,r;+r ,y..t,I. n'• ,iL ;i't:'. y/�fl.��,, .0„'1, ,F.• .R:.;` "tf, •(s,.> .•7':1:�1 iJ ..rt ,a. ff�' ,E,rrex� a+,t,},.e;jr ..G ii�� c,,, 'k , tv,'r:'•"' sL �Yf.kS i-.rli•;r:a N! r ,ty r:4�,.;It;.f� S,:ll�?�� ':.r S rt- r t tr )t t)t,1 2 �Y ; � ,," { t .. � • ' 'r.7� 11£,117, x+ a4 �� i.lii�ir4ftr'r 1 .. .. ,".:.:.....t it ( EI ?t , , .! .u�w.+e.a:lnr{v.�wrlhklt'.h7klNlb'A:1,ttt`Nt'yw,F�st•+anrn....4:,.,..... -..�•n..,�,-a-..:, :,,u �..+,,.,,.,..,•..,.... .......,. ,... «wr,e.,i•r,vu.t;...•ura''J"w` WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI SECTION 02821 - CHAIN-LINK FENCES AND GATES ` PART 1 Gl~�'NERAL fS 1.1 RELATED DOCUMENTS A. Drawings, general provisions of the Contract Agreement Form, including Appendices 1 Ih�t,�,.. .•: . `3 ��► and Exhibits Division 1 Specification Sections and Missouri Building Code Title 24 :a :4z :. Part 2 and appropriate sections for educational facilities apply to this Section. r i 1.2 SUMMARYk,i 14ww"i ' trq:.£'r i t tri A. This Section includes the following: t 1. Aluminized chain-link fabric. 2. Steel fence framing. 3. Accessory hardware. ' 4. Concrete for fence post footings. 5. Cantilever slide gates 6. Double swing gates .'{ iiq YY ut NF B. Related Sections: The following Sections contain requirements that relate to this a ° Section: " 1. Division 2 Section"Earthwork" for filling and for grading work. 1.3 SUBMITTALS w�.}'•.;tr2r; ''•i' A. General: Submit the following according to the Conditions of the Contract and Division 1 Specification Sections. B. Product data in the form of manufacturers technical data, specifications, and ;,i;;.; '; :t•:' installation instructions for fence and gate posts, fabric, gates, and accessories, ;�:'+. •. ( i�t ttK�t�ti t l,J. ••, C. Shop drawings showing location of fence gates each post rails and details of postte t•:�; installation, extension arms, gate swing, hardware, and accessories. 1.4 QUALITY ASSURANCE A. Installer Qualifications: Engage an experienced installer who has at least three years experience and has completed at least five chain link fence projects with same material and of similar scope to that indicated for this Project with a successful constructionli s record of in-service t Aifr,'i}�:,�i i.q_"�7�v j.'y),4a.�7 7�',fff'r,�ff��r,.£,'��R4,�t:`.s;?tr,�t,F{i•n,t}'.t,t,a..`M},;rr z,,',•:?•',�...'4i,''e�.r'y{�e.�y.t.t}''t z.".,4M1Y'1}7�..�,,,, S.,r'.,'�,.:,,t 2i t,��.7't.`f.�,ai3,i!t V''1',P�'J':�r�(:r.•.,+~U.•{'`,,*,4�1'('�'"`�Ml.'rt;•S�{+t u rt».-...p--e.`rrl f ro rm.t_a nce. B. Single-Source Responsibility: Obtain tr AAicCCtih�laNWin 1K!c R11rl!Ii.Mn+LMk M✓ fences ence�s., and t gn,na.trre+nt sw1 f,�Y i�n„�r`�ca�l!u¢Ldi+}i�t✓n��=g accessories fittings and fastenings, from om a single source. -00 -LINK FENCES AND GATES C54199 RO - 3/19/01 ll, I I :•=lJ.Ci,tf}z ti, ,3,'•7,1i.r,.i�.J 2`"riti�<•,ir.1:..X:r,{t!`:..).S s r S',ktt.,y,;I+.<�irF 1`.qi.�..;,i'g �'z{r j7riri2iNl �''{`'1•••��"•�1r{: r;r''r l;;��'+'".t•.,; .� r ,"r. .+e.'' .:n.. �ti,`,!t d t :r,,. R ti.r7.t,e,ti'•. .Lt� 'f '�r `- ).}:' '1. ..1-..•5.'a,F i 4 .ja a. ,:6'i 1 �)..(' 2 •1 .�� .tF'•�; St.r`":�pS,,ty``S L: -7.tS"`'T ..� �.�::�`7t(•�'}'itl'i). vt7 f .t. •.t.�. :?. 1 ,i' t' 3 e.,Y�)•,. :j:'s:`.��•':' .f�i.5�..{Z�R h"'w", ,.1 £�' r'.1• .,3. T.,,X ...veld f � .�. S :!l„ Y�✓ 3 t.f 1' i} 0 r.). r;h s� i 4, �.ny,. { `r •),',t,r ,�)' c .�£ +. , '.rs ::p .i }:.� l,r f':,rx:.%,,,, 'i ,M, rut � C,: �{tt ,j.,,7? ✓`'r '.,!,. .`l { t �+i .t r.j'�r .4, t' .1.. `f �.,4.:.is;is ti N�✓y'.t, ',;`,�. ,,.b+�'t y<:,�.M'��„�.fa. ,,.{t"• ,�: ��* '�:`' ..i• ',r. ,t�,:,•,.;�,r,..i:,�,,'??'+,`;to,S, .t: +I�;,t:,.>1 :�i'FY!'75.415."P::k tCf?r �.!(j x..t; +r,. 7: L. r Y .�� , t r .S 7 �,.t 4 S,.I�.t,y11 rl ..>i.C:.ar>f:.�i'•' 1�1,t��? •?!' �.i'.?t� ,�r ,ti f.:4.� {tr: :f � ;,,; ,i.t..,z :) + +r�� !: / 1= :�. i�.1�,±�r f. ..�: „t'p�t is �H• ( },:.?•lcY�.;,. S Y .t ) ._ { �. '.t. t 3•.`t. i i�SF tit..i'r CA��,r? f,.r t,'�1'Frit`N��s{. ,�: �t`t:§ r � .,-,t ri ytr ,x :,� 5.. ...r, f j :, 'j,. y' '., r' ) rf.?`i'i {) �f�ut?�t �ih;r,ttt} 1••{: Jf., r t`7:i� , .:,CS• 4 x, t F.J WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI I 1.5 PROJECT CONDITIONS A. Field Measurements: Verify layout information for fences and gates shown on the Drawings in relation to the property survey and existing structures. Verify dimensions r by field measurements. PART 2 -PRODUCTS 2.1 FABRIC ,:; •r,:. -: A. Selvage: Barged top and bottom B. Aluminized wire: Helically wound and woven, fabricated in one-piece widths for fencing 12 fence and less in height to comply with Chain Link Fence Manufacturers Institute(CLFMI) "Product Manual" and with requirements indicated below: 1. Mesh and Wire Size: 2-inch mesh for general perimeter fencing and gates, 0.148 inch diameter(9 gauge)with breakload strength 12901bf. �. 2. Aluminum coated wire, ASTM A491, 0.4 oz/sgft(wire spec.A817-83). 2.2 STEEL FENCE FRAMING i A. Type 1 steel pipe, ASTM F 1083, standard weight schedule 40; minimum yield of 25,000 psi sized as indicated. Hot-dipped galvanized with minimum average 1.8 oz/sgft of coated surface area inside and outside according to ASTM F1234 as determined by ASTM A90. � � ' B. Round member sizes are given in actual outside diameter OD to the nearest _,'`: thousandth of inches. Round fence posts and rails are often referred to in ASTM standard specifications by nominal pipe sizes CPS) or the equivalent trade sizes in inches. The following indicates these equivalents all measured in inches. „ << C. Tension Wire: Provide horizontal tension wire at top and bottom of fence fabric. 1. Metallic-coated Steel Wire: 0.77 inch (4.5 mm) diameter, marcelled tension wire complying with ASTM A824 and the following: a. Not less than 0.8 oz/sq. ft. (244g/sq.m) of uncoated wire surface, 1 071 ti D. Steel posts for heights up to b feet: Vii•>�`,>j,�kt�f •p\ a" l 1. Round Line or Intermediate Posts: 1.90 inch OD steel pipe. 2. Round End, Corner, and Pull Posts: 2.375 inch OD steel pipe. f!i4F.ri Jt. ;1�L�r C5-4199-00 02821 -2 CHAIN-LINK FENCES AND GATES RO 3/19/01 77" mod`,'." ' ",J,I tr t� , } 1: I ) 1! f t�' ii t7 w.2 tt f }kyt)t'�'G• �,7 f},:at,1J�'nF i� s, i e ry r.1F 1 l..� t.�}, t .i. t s. i , I tf 1? y� � , c ti! 1 t i�4 . Y �f.1S.r tf t4,,t�'Y3f f}}//hh,• }k� +f�,��,4; '. toil :� R 1 f :.rs....w.x.rs,nlmn..'nvdttwnfr t"ss.Yvw n,Y•rr A--,.• .a,f .a rY •.. .•n r4. .:.• .": ,v . ...•.. ,. .. _.. .. ....a...,rf I,,.t .WHI;' 4^Y . ...emu,4dul rwhM.warw u.a.•...a.,x..... t 7+° Iv WATER POLLUTION CONTROL FACILITY EXPANSION + CITY OF JEFFERSON,MISSOURI ` 1 � ~► 2.3 FITTINGS AND ACCESSORIES ` A. Material: Comply with ASTM F626. Unless specified otherwise, hot-dip galvanize pressed steel or cast-iron fence fittings and accessories with at least 1.2 oz, Zinc per +� sq. ft. as determined by ASTM A90 and finish to match framing. B. Post Caps: Provide weather-tight closure cap for each post.�! ;''' > r ': C. Post Brace Assembly: Manufacturer's standard adjustable brace. Use 1.660 inch OD ° steel pipe for brace, and truss to line posts with 3/8 inch diameter rod and adjustable `r'`: s`' .�{.f i�C.'R .N4�V:.... tightener. Provide manufacturer's standard galvanized-steel, cast-iron or cast- aluminum cap for each end. 1` +4s1 D. Tension or Stretcher Bars: Hot-dip galvanized steel with a minimum length 2 inches less than the full height of fabric, a minimum cross section of 3/16 inch by 3/4 inch, and a minimum of 1.2 oz of zinc coating per sq. ft. Provide one bar for each gate and f 4' end post, and two for each corner and pull post, except where fabric is integrally r s; Ifj .! woven into the post. E. Tension and Brace Bands: 3/4 inch-wide minimum hot-di galvanized steel with a �i p g minimum of 1.2 oz. of zinc coating per sq. ft. y `rttjY� 1. Tension Bands: 0.074 inch thick (14 gauge)minimum. 2. Brace Bands: 0.105 inch thick (12 gauge) minimum. F l F. Tension Wire: 0.177 inch diameter metallic-coated steel marcelled tension wire conforming to ASTM A824 with finish to match fabric; Coating Type I I zinc in the h following class as determined by ASTM A90; Class 1, with a minimum coating weight of 0.80 oz. per sq. ft. of uncoated wire surface. �f 2.4 CONCRETE t y i ` A. Round Steel Pipe: Provide concrete consisting of portland cement per ASTM C150, aggregates er ASTM C33, and potable water. Mix materials to obtain concrete with a minimum 28-day compressive strength of 3000 psi. Use at least four sacks of cement �.r'.,; w<;}::•,'; ` per cubic yard l inch maximum size aggregate, 3 inch maximum slump. 2.5 HORIZONTAL SLIDE GATES A. Gate frames: Fabricate chain link cantilever slide gates in accordance with ASTM F1184, Type II, Class 2, using 2 inch square aluminum members, ASTM B 221, alloy and temper 6063-T6, weighing 0.94 lb/ft. Weld members together forming rigid one piece frame integral with top track, no substitution Provide 2 truck assemblies for ,Ij. each gate leaf, except as indicated for gates larger than 30'. Frame sizes over 27' inr length shall be shipped in 2 parts and field spliced with special attaclunents provided }` k by the manufacturer. C54199-00 02821 - 3 CHAIN-LINK FENCES AND GATES ttl,' RO 3/19/01 :+` -n,� " " r �vt! 71 fti�Yti� /a4i4� M}s5+`usn {uwV�'C�nfYM4(FaSYkt9? +•n :',z nn..;r�maxRCSx�uamnrv.rgua» :1 m--"y..+rmaaariwrYwrxscrr�rnaxayn�Nn.r. Y +ep�clxNt�t< t Y 17 (fir Y.d t 1 t It rtit It rrlh 1; r;�iti r` .,.....mow.......... ..,...,.. .. .. ...... .. ... ".'1°tc r.`!s j: { i t WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI 1. For gate leaf size 23' to 30', weld an additional 2" square lateral support rail adjacent to top horizontal rail. Bottom rail shall consist of 2" x 4" aluminum 4{ member weighing 1.71 lb/ft. MI 2. Cantilever Support(overhang) 12'-0" � "'''•y'`9'i t''� 3. Finish:Natural Aluminum T•.y;E;,''` j 4. Chain Link filler finish: Mesh and Wire Size: 2-inch mesh for general perimeter fencing and gates, 0.148 inch diameter(9 gauge)with breakload strength 12901bf. Aluminum coated wire, ASTM A491, .4 oz/sqft(wire spec. A817-83). Oil, B. Bracing: Provide diagonal adjustable length truss rods of 3/8" galvanized steel, in t + R 1 , each panel of gate frames. i C. Top track/rail: Enclosed combination one-piece track and rail, aluminum extrusion with weight of 3.72 lb/ft. Track to withstand reaction load of 2,000lbs. 4—! D. Truck assembly: Swivel type, zinc die cast, with 4 sealed lubricant ballbearing rollers, 2 inches diameter by 9/16" in width, and 2 side rolling wheels to ensure truck alignment in track. (no substitution) Mount trucks on post brackets using 7/8" f t, ` diameter ball bolts with 1/2" shank. Truck assembly to withstand same reaction load as track, 2000 lbs. E. Gate hangers, latches, brackets, guide assemblies, and stops: Malleable iron or steel, s ,' galvanized after fabrication. Provide positive latch with provisions for padlocking. F. Bottom guide wheel assemblies: Each assembly shall consist of two, 4" diameter rubber wheels, straddling bottom horizontal gate rail, allowing adjustment to maintain j gate frame plumb and in proper alignment. Attach one assembly to each guide post. 1. G. Gate posts: Galvanized steel 4" OD schedule 40 pipe. ASTM F 1083, weighing 9.1 lb/ft. Provide i latch post and 2 support posts for single slide gates and 4 support I posts for double slide gates. 1. Finish to match fence. ri';J r,Irj�,fir t':'�*,• 2.6 DOUBLE SWING GATES '? A. Gate frames: Fabricate chain link swing gates in accordance with ASTM F 900 using aluminum tubular members, 2" square, weighing 0.94 lb/ft. Fusion or stainless steel welded connections forming rigid one-piece unit. Provide minimum 1-1/2" square additional horizontal and vertical interior members to ensure proper strength. n' t'''`''' B. Chain link fabric: 2-inch mesh for general perimeter fencing and gates, 0.148 inch , ,crag hays ; diameter (9 gauge) with breakload strength 12901bf. Aluminum coated wire, ASTM A491, .4 oz/sqft(wire spec. A817-83). C5-4199-00 02821 - 4 CHAIN-LINK FENCES AND GATES RU 3/19/01 .f .. .. , ,.. a(.rwW wGM1NWY'ii'<4fA'ht«v¢us'n.• '+' 'T!"+.w's k .!uwga nrnw:Nanwa+� 1 t }•�..,.t.! �J.tv rysj. . 'atir t y. r, . Ms Jf � it 4, ,. '{ .. ,.-„n w...n.,..y,,., r .. 1 .,t:,.a3r,.,r,nf*::./..,,•.....,n....-,;... i .._. .......,.... ..z,,,,,-.7x•�'n aN AJ:?A,ya Nr"4.F:'.L'k NA ,1lft7fwAufmn-ee.t..yr,,,. I. .f ': i WATER POLLUTION CONTROL FACILITY EXPANSION r :�:.`:. • CITY OF JEFFERSON,MISSOURI ,;it,.,.t• C. Hardware materials: Hot dipped galvanized steel or malleable iron shapes to suit gate ' size. D. Hinges: Structurally capable of supporting gate leaf and allow opening and closing f ' •.� ; ; without binding. Non-lift-off type hinge design shall permit gate to swing 180 degrees inward. E. Latch: Forked type capable of retaining gate in closed position and have provisionys u for padlock. Latch shall permit operation from either side of gate, F. Keeper: Provide keeper for each gate leaf. Gate keeper shall consist of mechanical device for securing free end of gate when in full open operation. Provide drop rod to hold inactive leaf on closed position. Provide locking device and padlock eyes as an integral part of latch, requiring on padlock for locking both gate leaves. k ' .. G. Gate Posts: Steel pipe ASTM F 1083 standard weight schedule 40; minimum yield 7 strength of 25 000 psi. Hot di g p peed galvanized with minimum 1.8 oz/sq;ft of zinc. 4" { 1 , ,lr ;} PART 3 -EXECUTIONr,.`.r,:.•I,rj.,: •t. :; .,,;::13.x,.•,...•,. r 3.1 INSTALLATION A. General: Install fence to comply with ASTM F567. Do not begin installation and .1 erection before final grading is completed, unless otherwise authorized by the Construction Manager. ,.., , 1 fabric outside z, 1. Apply to ou of framework. Install fencing on boundary lines inside of f'."`;��4•%�'�'''�' property line as indicated on drawings. B. , Excavation: DnII or hand-excavate (using post-hole digger) hales for ��'71'`r'"'''''•' •`' � g P gg ) posts to diameters and spacing indicated, in firm, undisturbed or compacted soil. 1. If not indicated on Drawings, excavate holes for each post to minimum diameter ', recommended by fence manufacturer, but not less than four times the cross largest section of post. g 2. Unless otherwise indicated, excavate hole depths approximately 3 inches lower than post bottom, with bottom of posts set not less than 36 inches below finish grade e. C. Setting Posts: Center and align posts in holes 3 inches above bottom of excavation. Space a maximum of 10 feet OC ., unless otherwise indicated, IS�,•43,'.1,,,,c;,.,' ,�` 1. Protect portion of posts above ground from concrete splatter. Place concrete around posts and vibrate or tamp for consolidation. Check each post for vertical C54199-00 02821 - 5 CHAIN-LINK FENCES AND GATES ;y RO 3/19/01 �•yy, 1t r�rt 1!(yy M,. ,>�y 1• iti1tt!�15!ff,} ��°'1�'N ��'��^•`/4��WK•uiit�"5T'�i,!C"+.N+.vrP++�«T4,.1iXQl'tT.GaYrs• I t,.w•..h'1 aam .•wn+,..M vw.,Y rrw*.,, A�F ,�,,,,, i`�t,ff/`rFSt f/'t't A 1 ,~ o�.1 I, tli t .nl i 1,,, !'• 1 :1'' ,.. $ , , ,t 1 ,1 ,1 i. t t.4{ i) f t3 � •�1 ��. 1 i. ``. '`�l 3 '�-.• ,...; A", ;' S.t 'i I Y I` �, ' '(, .t {? Stt fl �'S 4, lt��ll� l l 7•lkta,}S°n K it i ^ n ;f • In i ' t MYnl x'oa».wr•a+rww.uJ.,«.....,,..SL........... ' ......,.. ... ..-. .. _..... { i Ii 5 WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI r Iand top alignment, and hold in position during placement and finishing operations. 1 1 a. Unless otherwise indicated, extend concrete footings 2 inches above grade ` and trowel to a crown to shed water. 2 D. Brace Assemblies: Install braces at end and gate posts and at both sides of corner and pull posts. Locate horizontal braces at mid-height of fabric on fences with top rail and at two thirds fabric height on fences without top rail. Install so posts are plumb when diagonal rod is udder proper tension. � �,"�4 E. Fabric: Leave approximately 2 inches between finish grade and bottom selvage unless w:''-•.,',,,�;; .x-; otherwise indicated. Pull fabric taut and tie to posts, rails, and tension wires. Install b ' fabric on security side of fence, and anchor to framework so that fabric remains under tension after pulling force is released. ` .! F. Tension or Stretcher Bars: Thread through fabric and secure to end, corner, pull, and t 5 gate posts with tension bands spaced not over 15 inches OC p G. Tie Wires: Use wire of proper length to secure fabric firmly to posts and rails. Bend ends of wire to minimize hazard to persons or clothing at both top and bottom of 's'?-G;¢ r :. fabric. 1. Maximum Spacing: Tie fabric to line posts 12 inches OC and to rails and braces 24 inches OC. H. Fasteners: Install nuts for tension bands and carriage bolts on the side of the fence }; ' # opposite the fabric side. Provide theft resistant nuts and bolts during assembly of fencing. 3.2 GATES A. Install gate posts in accordance with manufacturers instructions. Install ground-set t" r�i;: items in concrete for anchorage. B. Install gates according to manufacturer's instructions, plumb, level, and secure for °1�a• ; �A t >.,f full opening without interference. 1I� a,t'� ;zt,fi• ,, t C. Adjust hardware for smooth operation and lubricate where necessary. ':a• 3.3 ADJUSTING aPq SAID A. Gates: After repeated operation of completed installation equivalent to 3 days use by ;i 4.: normal traffic, readjust gates and gate operators and controls for optimum operating ,, re �? condition.and safety. Lubricate operating equipment and clean exposed surfaces. F n y , 4.�i.NT ...Sr,,>..,� '.,.S'➢'n• 1N'f � tit END OF SECTION 02821 02821 -6 CHAIN-LINK FENCES AND GATES C5-4199 -00 ' fim t. RO - 3/19/01 ' I,t7,j}Tf Tln �i�? .—.. n z 1 h+*q+.nxm,Ktri'.i,wsu n•+w w..««rvr tww um I: � ,.. r .l,t � �.r'L. S t�� „ati7i �}t 1 !. � t :r t it 4r1't��r1I3',+{.•�.4 .•�.��(.r�d �ri"tr�t :.i� 'r i tF ,.,. r p. t.; , 1�'>id1�� ,.t tks��ti�'��'1��Y�'C�et3 l�?t��$1 �i t r ,�r�!k,� r '1{ri ':fe}iti�7i(� i t•�k ,t .i r :r . .�. ast � a tt'w,� e"rt r,,<,:,', r..,, .SF., S'I w.t,,,, �[.. 1x: I t•.t'�=r 1 '.11 - ,' .5 ..,y N ,t t,i .,r+t',, 1 y ,'e: rl"' '�;)x•ta4 e];'s i1+1+,'sfiz?". ? a ete,7 ,(t 1>s,[k tt'!,',.s S t�ii{.'i?S r a.'it f: ":t. "r•:�. r r•.�+i , 't'� 1i r.f'..t + k�,�t.�{il la ker(�:r:;Y'41:1t$,�' (ti ; °,`i ' t 7d' '7:1 t t f :'.a^r'y.Q,.�.`c. ri:,. 1(t•�1''V'F�tS. , fl�j J L� t'i7 j ', •{ 4 , ., t r}:.'.r, is Y ,el�'✓'.:`'i,"d.,}',, }'.vY (,'` i" ,y S,r�SC=t,'3 .} (4' .,i t' F .,: l ' ,' rs ',� �;. .y: s tp'r. yt i"t•;q•.};1 �°`s,Fi'sJ,ari•)tr�+ . +�„� w .. -�,irwrt[t�iJ.4Y}i+Jktk.z'KJ49itkAll�Y+![><GNxJw�t,++nw,w:.a,n..r...,..n.u.�.y....�.....er...r,w«.i'aro+c:r.••.r.er•rwwH,4'yn..o.rb..«'+r•.rrxw•..,r. ,..... � :ra.ue.�At'NkaS'eti Aht:•�l t. .�'.F�fri,�'EM.9,MWti t%Y+'Y+Ant+N>�i:til.;ai,w'1.:.{i�''fa f! 7711 TT,�;.�tl��,�.\�� ,{• WATER POLLUTION CONTROL FACILITY EXPANSION ;,::'::'(tr. j CITY OF JEFFERSON, MISSOURI 1 .J7 G: iv SECTION 02900 LANDSCAPING }•;' ` ,; +�4t PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and eneral rovisions of the Contract, including eneral and Supplementary Conditions and Division 1 Specification Sections apply to this Section. 1.2 SUMMARY . i A. This Section includes the following: +� 1. Trees I ti�it,, 2. Shrubs 3. Lawns 4. Topsoil and soil amendments ++J 5. Fertilizers and mulches '' - 6. Stakes and guys • 7. Wildflower Seeding �,<rt 3 8. Wetland Exhibition ` ir^{ , k, rE y:��nl�ax,;l; B. Related Sections: The following Sections contain requirements that relate to this Section: ��rr; 1. Division 2 Section "Site Clearing" for protection of existing trees indicated to remain, removal/relocation of existing trees and shrubs, and stripping of lawns for W. landscape landscape beds. 2. Division 2 Section "Earthwork" for preparing and grading sub grades for topsoil, Vii;' T =''°'="`'• landscape berming, site soil stripping. s: `) 1.3 SUBMITTALSc:' t�',�1'i5�'+{��'i�a'. A. General: Submit each item in thus Article according to the Conditions of the Contract d kffi, and Division 1 Specification Sections. tsifii4• ,<. +err"�r�1l"`r�� .:;,, B. Product certificates signed by manufacturers certifying that their products comply �. with specified requirements. 1. Manufacturer's certified analysis for standard products. 2. Label data substantiating that plants, trees, shrubs, and planting materials comply 3 with specified requirements. C5-4199-00 02900 - 1 LANDSCAPING `' ` RO - 3/19/01 •,i+'e� .iii:". ,;s,e �,i t �r4 t• .. : ... ,-•i r',:. }� , ^'� .. ,. ."-....w.. < �.�;of.r.1 dsr, sT!�. T'r°,�'^Matx ,"•t'1:,: h'r. e.�i' � `,iPt�� tu`r, wa ,[�',. •.c n. a 'r tr r : t f' ., £'' t f ( �`' +�`1 r'S �;+t,,.yl.,, r.['•>. �y� '�.: ' y'r f�y U J •r�r + i`.' >f. [e +.•.,:. �t:,a;i",,'t. .[ ).}: c '�, ..f,'. -it:; .,:;} t. :.�ey t§, ��',:;1'.', '•� }i�!p_,,��' `t'.�99�iv,ir,L�,�,�I:y;:',S,:41,.+r,.vt:�.rf,i.±;a�k"`:�,$,.yy i,.�?,y°),•xr,.,,4,:r,uf�j,,yj9.•:,it a{'`.:,ran.,r.;I.;J'S�tt,i.lu*"•'a.V}.':,,r,r h 1.,.t,��'`{},t;.,S >.'i�r}t'c.:,a;.rl5.,..r4i:•Y.i t'�.'3 ;:"i y A f e 15r}{ro movta.•+ t r )z... r::c.t,+'3 c. n'.7 f^.t�,. n t S"M.v.i-U- -V et 1('ull t;Jj: f« i` >l.,,r':L.f5:.7:r."t 4„?.4Y!F,�.:ats'.i�..:t.f r4_',,r:..,�:xa e»7^,:f.ur,1 t ts4.;'.Sti;��,.,>x 1 t t4,,r�t„.,a.,..,l,ft•xr,.a 1,.•7 td,,,1..•:i,,�•.�Jr r o-".,:c.k.''n;7 r,,..t�. +,t5.�r>"..,w A�t„�}'.,y 6,;«9...'x.{1'sik t3't c+y7-u:!.5`�/•�f S�••x�a,r:r..0;r.',�t�;^4,.{,{p.tM1.„',.4,,{`.{"v�<",•rr .. �.,�'ar.,•.;.' `; .. [.}5 !' ;(.. [ '.)F, 1 (i>t;r+e. r�,;i'ft �.4'�•v� .,�,`.1•,, ,r:', .k� ."a't„J; 1`eiy".. .,t'el .1 t- ,., ,.r: ,i.r t� r;: ,.,;.� '�k k Vr+,., ij, i, Y• it, .�. Y.f akr.}» i3,at,• '/�'ft,;!'i'i'• Sx ) ., r' i .��., •ti;:• , } i. ., 1 5 :f { fh,.,.f 'k'J .1"�.tiiy ti (1� 4G 'Y 5` C!' "4 ±�•� ' ', „st-;>z7 ,R. 'r?r ` '� .f Y+''t'tvr .8' .! i. , 1 Si. 7 ,rt F 'l`l',v,f��.r_ t`• �,. •.� Sut�iF,- J -4��,,,ar -e �}..r•`` t y;,r'•t.�'y p:.r. r',, "t? ,t`f.,.•1;.`'it ,'�l.rr } ..t.� t�\ r i"Cr,? ::[: .�• f. r S �5: ,�1: •.t> t. t, 'd.•,•): .".,Tt,'.,id• PpV.g'.f?(�� f+k�r ..Y •-� .:?fit ,t'` r,: .r .At '•i ry a t ..,+,., .r,'.i -:,.; s i x ,[ .i'` :4:'',L,.,?�'::`t r ,.?.{;...' i' '.S � •'r., i.5,, S •:{v=r_.r�:t «I ✓:>, 'e.• d•Nr.�`^#3; a y,' v.,",•�,. Y. ,�,{., .e,.•,„z.,•, ,•,. i � t r , �r�. .l t..f��,S,a,�: .(� k "ii} �f r� t,i y wQQYY,, //4 �yy ', fr' 'i ,+. f ua t C �V� 1 'r Yt ,• fFs ..r 1 }} :ili;``:t•r�Y;�, (1'.'� / ' S`'��:. {a 6:'l4 ;th��'. '{•'>'1,.)1t L'i!.l!i:, ,?.4v:.-0i'L`,77 t§ 't.:7 �.,F,. ) .,i..; } G. '�: �re r L 1 t. } :`I I !} i"y.,•r1�n°: 9`(is t71'y .5. ,, dR/At, '':4 f'ti: rx,.}, -�,.f:'r. :':ts. }`•.5ri 1 5 a t. :f ( :. r C .,1'f;':,., ':7. ,:t. 't C. ,1_, ':4. .d':.`,',,,'.i. }• ss ,f .r,.r }� -.�' fr .rt• r. ';\t bFS�"I•j'iF�Y.. e et;x<,:�t,� >,L{1,. {,. st. :r� ,i id�:'iH'i .•,�'1 Y(ri Y'tE , 1. .t. „'.' ,,{r .t. '::'y,. ' {'' �.'rY. } .� 7 ,{ ) r't•�{,ii kr5.;'i�5;F�1�•;'•St� t,r.}n r'�^ r. :�'� r.,e, , r. , y. ,. c� ,• x. .t j.,-.);•a4` e'J' ;r€.,cs�«tc Nr>tta :�5,�'�,}, t(�t'.t.i';y�#r.'t� ,�f t'S ,?,��.�, li .y r y ±,t t c , ['• r t :i. `-J rai .ii. 1 it � 5 rr{;v t f yi ..:fit'. Rftu .,R � ,��ZsS 1, `,llr ,•, , .. , ,C S 1�,,J `t) tit WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI C. Certification of grass and flower seed from seed vendor for the grass-seed and ` « wildflower mixtures stating the botanical and common name and percentage by weight of each species and variety, and percentage of purity, germination, and weed seed. Include the year of production and date of packaging. D. Samples of each of the following: 1. 5 lb (2 kg)of mineral mulch required for Project,in labeled plastic bags. E. Qualification data for firms and persons specified in the "Quality Assurance" Article ;t to demonstrate their capabilities and experience. Include lists of completed projects with project names and addresses, names and address of architects and owners and other information specified.. F. Material test reports from qualified independent testing agency indicating and ; interpreting test results relative to compliance of the following materials with requirements indicated. «� 1. Analysis of imported topsoil. G. Planting schedule indicating anticipated dates of delivery and installation for each ' ` F"' r planting type. H. Maintenance instructions recommending procedures to be established by Owner for maintenance of each planting type during an entire year. Submit before expiration of required maintenance periods. „ 1.4 QUALITY ASSURANCE i {` �rf A. Installer Qualifications: (General landscaping/seeding) Engage an experienced Installer who has completed landscaping work similar in material, design, and extent '```''` '•`.' to that indicated for this Project and with a record of successful landscape :-'•.t' � establishment. ' 1. Installer's Field Supervision: Require Installer to maintain an experienced full-time supervisor on the Project site during times that landscape installation is in progress. 17 / .a LLLwwwsss"'ddM t4 jt{' �''�tr '�. B. Installer Qualifications: (Wetland plantings) Engage an experienced Installer who has completed landscaping work similar in material, design, and extent to that indicated ` I for this Pro ect and with a record of successful landscape establishment. }'y`'ix C. Testing Agency Qualifications: To qualify for acceptance, an independent testing ?',{iA,j?�'�.y,r;i4' agency must demonstrate to Owners Representative satisfaction based on evaluation s K V, r. of agency-submitted criteria conforming to ASTM E 699, that it has the experience p�a ; and capability to satisfactorily conduct the testing indicated without delaying the yd�'�N ' " uM;t T.It { Y C54199-00 02900 - 2 LANDSCAPING . RO - 3/19/01 Q02 ,�t P AVNUWtRM. i [ f Yii� Fl ;wolAWpY1'�t iptNF.4'�n" -'t avw!+w'tr.1.N11hG'G/i+tG f in 1. iC. .,r 1, :t 7.tf�`� �ir'•t C,. .� YYY"'4 ..,,�2., ..i:•'`% ,..z: , r ,',,t , r., 4 tt,u r'�,�/.S.�,��r .�ik�;FSr'.� .� -`� k � ,�;r;, . .� },7 t ji r � 'r. i`I .. . � t:W.� t(r r•ry.,. r! !S� sa tJ;s{, R ��a�'4��' LS r„” }. 1.r 14.k mr r,.W,:=i°i ea.bG.a,.-.. ... ..,..r.•.. ,r,.,. _....,� , ........ _ ......,.,•..,.. .. ._...,...,x fHa-,m h ,.mn ae«.•„..,w.•t,.,...,«.,, .._....._. j WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI D. Provide quality, size, genus, species, and variety of trees and shrubs indicated, complying with applicable requirements of ANSI Z60.1 "American Standard for Nursery Stock.” E. Topsoil Analysis: Furnish a soil analysis made by a qualified independent soil-testing 4 agency statin g percentages of organic matter, inorganic matter (silt clay, and sand), deleterious material,pH,and mineral and plant-nutrient content of topsoil. is 1. Report suitability of topsoil for growth of applicable planting material. State recommended quantities of nitrogen, phosphorus, and potash nutrients and any limestone, aluminum sulfate, or other soil amendments to be added to produce a satisfactory topsoil. r :^ F. Measurements: Measure trees and shrubs according to ANSI Z60.1 with branches and trunks or canes in their normal position. Do not prune to obtain required sizes. "fake caliper measurements 6 inches (150 mm) above ground for trees up to 4-inch (100-mm) caliper size, and 12 inches (300 mm) above ground for larger sizes. ` Measure main body of tree or shrub for height and spread; do not measure branches ` + or roots tip-to-tip. I i � i 1.5 DELIVERY, STORAGE,AND HANDLING A. Packaged Materials: Deliver packaged materials in containers showing weight, analysis, and name of manufacturer. Protect materials from deterioration during ` delivery and while stored at site, B. Seed: Deliver seed in original sealed, labeled, and undamaged containers. C. Trees and Shrubs: Deliver freshly dug trees and shrubs. Do not prune before delivery, except as approved by Owner's Representative. Protect bark, branches, and root systems from sun scald, drying, sweating, whipping, and other handling and tying damage. Do not bend or bind-tie trees or shrubs in such a manner as to destroy 1 natural shape. Provide protective covering during delivery. Do not drop trees and shrubs during delivery. D. Handle balled and burlapped stock by the root ball. E. Deliver trees and shrubs after preparations for planting have been completed and .141 install immediately. If planting is delayed more than 6 hours after delivery, set �;.•,_:;T. planting materials in shade, protect from weather and mechanical damage, and keep „ I ► ` roots moist. :>' 1. Set balled stock on ground and cover ball with soil, peat moss, sawdust, or other acceptable material. 2. Do not remove container-grown stock from containers before time of planting. fss` iS u � •°�t, ,y' 3. Water root systems of trees and shrubs stored on site with afine-mist spray. Water as often as necessary to maintain root systems in a moist condition. C54199-00 02900 - 3 LANDSCAPING RO - 3/19/01 i��n y, nw!` "• .uarnit(ccitw�y�"n.�'}r't"a:M•'W47ei�,vru,we.+,.•• , ^wAtY.ICNY".FlFhT'AVl•.�t'WS�'�'�.��j��a�A�l� r t+t t� ,� *A t"'S�}.t^* .'mt�+'��tdt�'[ 1t`�i4ihir��#"71 �id}A' ct��rN"k[�. •�?u i+ ti. Tr', � ` ,r� � it. ��5 ;. l.a'�$to :c+� z t 2 :_r ,,f s,.' .'•:. ,f, t t tv � :i+ tf{'t}�.3`ry,r+=^tii, Zs. �i ¢`t;i i�'a •'' J rF(j� ;tp4 r.. , ;t. 7 ! •,f., t .!c a �, :i1 r t� '� f, r .3C J, tfyrt.!, r,f• sty`" •.}1`? ct��r . 2,.S.i r t . .S' t �,:i . t. t fr til.it SS"*;f�:t r,tr'LS� ,�[{y"f'•!( j� . y"y,, f :#�{ii ,, ti t: ,f t ,t 1 � t. .t; •, .:t''. f t :i� t."'.,r(,1:,.(:t,.•..��r„1�,��p.S,�4, J=.=?�s �t+ �'i. �/}�h:li :t jf.t1',ll�r 3. 7 ,4, 4{ , .f ''f • f ., ,7.f .,+ +;�„ ;a f+;psi tt. iri:Cisi kN?F.r �5';�s�r ,l. f ':;{,., a (.i i y+ t i r+.� a t '.r t { t, n , .) .;t:•'�'tr . 1f�w lr 1 TIM— 7 •`:�-hF� t i,y i i t t t P : 4 ..'�7 ,5 a.. _ •.. _ ... ..•.... .r ,..• r«.a..»....•.,.. ?.,, s.,,__.....wri * 1 t �.7��rv.! °•: 1 WATER POLLUTION CONTROL FACILITY EXPANSION `"{ CITY OF JEFFERSON,MISSOURI 1.6 PROJECT CONDITIONS 't A. Utilities: Determine location of above grade and underground utilities and perform '`�A ;`;'' work in a manner which will avoid damage. Hand excavate, as required. Maintain grade stakes until removal is mutually agreed upon by parties concerned. `N B. Excavation: When conditions detrimental to plant growth are encountered, such as `{ rubble fill adverse drainage conditions, or obstructions, notify Owner's Milt, fRepresentative before planting. �•t �:'err 1. 1.7 COORDINATION AND SCHEDULING "t4, A. Coordinate installation of planting materials during normal planting seasons for each type of plant material required. All planting shall be completed between March 30 and November 1. r � zi 1.8 WARRANTY A. General Warranty: e special warranty specified in this Article shall not deprive the .:; �'� p t3' P p n:»a �r1i;�,•��,�.�;`��,�gr,,wt,,, Owner of other rights the Owner may have under other provisions of the Conlxact ','..,:, Ftf�1� j Documents and shall be in addition to, and run concurrent with, other warranties 6Lt:r fi _ (�r:t' TA, made by the Contractor under requirements of the Contract Documents. B. Special Warranty: Warrant the following living planting materials for a period of one r, 7 ' year after date of Owner's Acceptance, against defects including death and rr,i r .." : .. fy;,. 2' ? unsatisfactory growth except for defects resulting from lack of adequate .tA�Sn ,!•t c ' maintenance, neglect, or abuse by Owner, abnormal weather conditions unusual for warranty period, or incidents that are beyond Contractors control. 1. Trees. 2. Shrubs. '' C. Remove and replace dead planting materials immediately unless required to plant in E.� the succeeding planting season. ' FRY D. Replace planting materials that are more than 25 percent dead or in an unhealthy z4r`. . i' condition at end of warranty period. f E. A limit of one replacement of each plant material will be required, except for losses ,; r: or replacements due to failure to comply with requirements. ; i�;' • ;; r� c l F. Special Warranty: The contractor shall warranty the lawn areas during the full length of the maintenance period described in this specification. 4 , G. Special Warranty: The contractor shall warranty the wildflower areas during the full length of the maintenance period described in this specification. CS-4199-00 02900 -4 LANDSCAPING • RO - 3/19/01 Y _ -.T......,�.,.,ti„ vixyr yX�r. —r•'. s't ;..K^f'((i1"'nt �'�ai },1 t t 8 t<• t hfr.`'�,�,{Iht 'h,�.`^.("rF",t,,. -'!•.;:+.,ii�.+„ � i t tz r: .5{ t t :s, t,, ¢ � 41;r Si t + ,,,,�Yl�tt{ r:�"`rltC�t:)'3D 'Y. .��y't1�•bb° +;y�� r � :! {'E� �i:i ,;, '.�r ` r , t .�:2 r �s�;�FtSt:.r:'.�*., I.tt ,y�.;,;,'�y S` a, yr 7 1 1h i 11xEr. tt . 't•'ld ) Y 1, •� f [ � iai L, E H v tt/' r a. f 1FH lif V� 0044 #St114 �• ( 11 , 1. i .. i Jt •Ii .! f F �f�t2 'tr°' i 1 .(w.r%....v.arAk:riLxR h�4ttdY,FI'J1:ti v}Afl.h.i>Ily,.q„mwA✓u+.r.rr ...,a.e..r,• 4.. .s .;.'+..yl..".,,,...,.<.,...,., <.,....., . . ... . .. .. .....,4v t, 1 .N,n)tY.:i•J4A..{.Y.+`.('+!W"M. NT'AVfSNnr,.ayy1.,..jf.�r ....»..„v.a1 itw. 4 �1 Ali t. f WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI G ' H. 'Fhe contractor shall provide a description of soil and other growing conditions ' I f P resent in areas where plant or lawn replacement is necessary P rior to any plant F' replacement. In addition the contractor will render an opinion as to why the plants ' r'. require replacement. This information shall be provided to the Owner's Representative two weeks prior to any plant replacement. I. No replacement plants shall be acquired prior to the evaluation of the cause of thet'.r unhealthy condition or death of the plant in question and the approval of the the Y P q PP Owner's Representative. ;Yp,_,,;•.. r. pyre••.. .. 1.9 TREE AND SHRUB MAINTENANCE A'�is`'-,r}•,n„A',r'+r. A. Maintain trees and shrubs by pruning, cultivating, watering, weeding, fertilizing, restoring planting saucers, restoring mulch which migrated off berm side slopes, tightening and repairing stakes and resetting to proper grades or vertical position, as ,> 71 required to establish healthy, viable plantings. Spray as required to keep trees and �,,;r r,,J.,:;•.,: .. shrubs free of insects and disease. 1f 54`}• ,s_' 1.10 LAWN MAINTENANCE A. Begin maintenance of lawns immediately after each area planted is established, and ;yr has received owner's acceptance for a period of 6 months. ,`z'?i` i B. Maintain and establish lawns by watering, fertilizing, weeding, mowing, trimming, replanting and other operations. Roll, regrade and replant bare or eroded areas find 1 +tai remulch to produce a uniformly smooth lawn. '} .^,! t IA's f:•. i I. C. Watering: Provide and maintain temporary piping, hoses and lawn-watering equipment to convey water from sources and to keep lawns uniformly moist for 3 months during first growing season or until permanent irrigation system is 4 constructed and in operation. 1. Water lawn at the minimum rate of 1 inch (25 mm)per week. D. Mow lawns as soon as there is enough top growth to cut with mower set at specified .'• height for principal species planted. Repeat mowing as required to maintain specified ' t : height without cutting more that 40 percent of grass height. Do not mow when grass in wet. •;; .1 E. Poster Fertilization: Apply commercial fertilizer to lawn after first mowing and when grass is dry. 1. Use fertilizer that will provide actual nitrogen of at least 1 lb per 1000 sq. ft. (0.5 kg per 100 sq.m) of lawn area. =t,r`ltlrr '�' tSi2., ' C54199-00 02900 - 5 LANDSCAPING f- l RO - 3/19/01 it i.:kM1 7 ;Sf ,i+.r-.—^-2- --+.«+r..erlwnwvN•r*4rnvwuHrnlrM++wsw'+^+^n+""" '77,1111111M.,•,,..:• ,.. v 7"` Av,C.M,t4r1:.11:n,!M•:i,M:;O•/�,�NWs 4r'!m MI1i RMdA:Y �9.x 'Yrr�S t 4� .f 4 yyt nr_.;, ,, '' 1" vJ 1 pY '!! "L '' rt.v 1.F t. �`�1, 3 Y! t r�(A•�'tt ,'r}y r+$�$( 14...�5}. �� F`x;a'�I✓• J V't 1 i ..41 It 4 t { i t I'+,�. ` ! � 1 ; ',}}ft 3f)' ,'f57 t. J I`dt, ,q}Viet i i�� [d,�11 ,�• S c� .r,Jl {,'r ,tJ } �r ! Y v' ` 4a j � .i: t .'` 4��.la<u r •t �, ,i. + 1 s ' '° '- I t '1 r 11. .i, ., y, � � ..L t� 1,• .,f. r{•� .4 t' } `r i r ti r.{� t ,i Jc .7 ,�'l,J. .7' t t J 1 r` 31 1 t ..�, t ' l i 4 �t� m tL .� r• - mwe.mfsgpq x y 1'. 1 �r irz X19 } .v,w»,hA,,,..xno.J«.... .::.,.,, ! .. .,...._.-....,i.t rc1;n.. :v; ar...::.-v, <...,.., ...k.1,.,rv.n•w.s•a w., ... .... ., It ., _-Jtd..w ..4lS AQ WATER POLLUTION CONTROL,FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI /^ 7 1.11 WILDFLOWER MAINTENANCE ; ' A. Begin maintenance of wildflower areas immediately after each area planted is " established and has owners acceptance for a period of 6 months. Maintenance period must overlap with the first growing season. B. Maintenance of wildflower seeded areas will include: weeding, mowing, reseeding, spraying, fertilizing, edging, and/or any other operation necessary for establishment of the seeded areas. yyf•�; C. Watering: Provide and maintain temporary piping, hoses and lawn-watering equipment to irrigated seeded areas for a period of 3 months during first growing ', 1 season to ensure establishment. 1. Water seeded areas at a minimtun rate of 1 inch per week. y' 1.12 WETLAND PLANTINGS ; 4 t A. Begin maintenance of wetland planting areas after all ponds are planted and have owners acceptance for a period of one year. B. Maintenance of wetland planting areas will include monthly inspection of plant material and habitat by a qualified horticulturist,st, removal of unwanted s p ecies, : .� quantitative vegetative surveys to determine the success and establishment of specified plants and replanting of material that does not establish within first growing season. Ce iLS 1. ' tf1 . PART 2 -PRODUCTS 2.1 TREE AND SHRUB MATERIAL -+ A. General: F urnish nursery-grown trees and shrubs conforming to ANSI 260.1 with "��•-�` healthy root systems developed by transplanting or root pruning. Provide well-shaped, fully-branched, healthy, vigorous stock free of disease, insects, eggs, 1. larvae, and defects such as knots, sun scald, injuries, abrasions, and disfigurement. B. Grade: Provide trees and shrubs of sizes and grades conforming to ANSI Z60.1 for e of trees and shrubs required. Trees and shrubs of a larger size may be used if t3'P q g Y '"��'� ��•� t: acceptable to Owner's Representative, with a proportionate increase in size of roots orht, }�:r balls, n, y tYs r .l? C. Label at least 1 tree and 1 shrub of each variety and caliper with a securely attached, ,AYH waterproof tag bearing legible designation of botanical and common name. ` C54199-00 02900-6 LANDSCAPINGY' }- R0 - 3/19/01 �'' .r. 7.f ., ty7�"?rt;•f:.,:.., r. t yx .�„��i �#tir t+� ,�. y .I i'. .A.'y> 7y 'ln 1 7 � r;.'•. �5'�( 'A '.4 „S)E�J,<..F„•i` t ..(r 4: f :'� .1 f f 1,. !:' �A t } t I ,+4 ! 7w,}t F�f1 W'F{”' .F i�..r..1,`•li� � . { r? {.,4 :}y..,�•'',4'.i:�":,'��;� ,rji' 1 ,.4.. r � 1 �Y ; '!r 't... r , 5 .i e}il,h.� �{?�t '_4°. C fr i 1. }14 j" _r /t 4 �1 1 •� t 11. , 4 t(. ;.t: iJ� ,.',fit Y I 1�'� 'VIM, . �t tF G 4 1,M1>'j 6{,t +}. .tjy,Fh•{ t .,4' ,nihRd9f(�.�1+ei11+i',�at'"t��:L:.�i.744«OifY.S`�Nn•N'!!Pird•m.,+.r Yn<:n ...,................ar , -n ra.:w.•v..'•tyt.. .,Y<, .Y,�t.t,•v,n... ..,,..,....,.........._. ....,... .. .,..,......,,.k..,r.+>r t..(.x...nrae..hb,...wxtr.A . �,. .._ .j..a,1: �ye2 i9( .Jt ik.:;' t r , WATER POLLUTION CONTROL FACILITY EXPANSION ' CITY OF JEFFERSON,MISSOURI „r 2,2 SHADE AND FLOWERING TREES t: A. Shade Trees: Single-stem trees with straight trunk, well-balanced crown, and intact I leader, of height and caliper indicated, conforming to ANSI Z60.I for type of trees required. For branching height and form requirements see the plant schedule s indicated on the drawings. B. Small Trees: Small upright or spreading type, branched or pruned naturally according to species and type, said with relationship of caliper, height, and branching + i recommended by ANSI Z60.1. For branching and form requirements see the plant schedule indicated on the drawings. C. Provide balled and burlapped trees. 2.3 DECIDUOUS SHRUBS E :1 A. Form and Size: Deciduous shrubs with not less than the minimum number of canes �f,�;•;,f,;it ,' ':. required by and measured according to ANSI Z60.1 for type, shape, and height of r, .:Ej'','•`St+,•;ti;.t'>�:�'.r emub. For branching and form requirements see the plant schedule indicated on the i drawings. J B. Provide balled and burlapped deciduous shrubs. ' ` 2.4 CONIFEROUS EVERGREENS A. Form and Size:Normal-quality,well-balanced, coniferous evergreens, of type,height, spread and shape required conforming to ANSI Z60.1. B. Provide balled and burlapped coniferous evergreens. +' 2.5 BROADLEAF EVERGREENS A. Form and Size: Normal-quality, well-balanced broadleaf evergreens of type, height, '' , .t,},•: .,` spread, and shape required, conforming to ANSI 260.1. r , Ut B. Provide balled and burlapped broadleaf evergreens. 2.6 GRASS MATERIALS , ,:'' A. Grass Seed: Fresh, clean, dry pure-live seed complying with the Association of gg�; 'ti�J4 Official Seed Analysts' "Rules for Testing Seeds" for purity and germination :..•t 'n�9�af �+,„ t, FL"�'rt?•l�r�fritt,,• :. tolerances. {ivlSit lti A i��. C5-4199-00 02900 - 7 LANDSCAPING RO - 3/19/01 ' G! umc«u *.w.»•»7' (. �•^.t?w,.*+►.��w .rmr+•.• a ?'•.,^:-^�wzyAll yS yy�` r 'E �.j �.,,x,y;..:•;..... t <, 11?�11�a��a9`�NI}x�""-� rnwr""' yr�'•..t ' !:1 C •.l I.J? l i. t.i;tiiJia;vrd:;•'�'i��i7 y��. K`�4kZ« r .{�..j � ,S�I^. 1 '7 +" t:t. .S•: .x t, �,; ,r: nxitnpplesKY, `,7 i'`rr t ' .?^ ..t.,�ti'u;;,fy�t<-•.eti�.l 4f�r ,Yr� y,�t,��..� ,, yrri,'a fr AJv�r4{y ;�t•.�1}x 3 ,:�}: "� s' t t + � .i •.tr.z t .l t 'i': ; P'r�� i;�i`''�01�"J'`.+.z �i �.f'r 'c i1 V r�+y I,4.,r 1:;�:r,,r.,...a,,a Y:ai:.,•.,.t,5...,.•,.::S� f_�'{.,.�it. ,.,«y n r .l k .,•., i z.. ..... 3.. `t. I(Y.'�? tJN+e•. • r+Y(.�yF�utE�,T��'rKrd1�:,A,�.r.'a;; ,..l., ,�4.,� �'IVU� .47J,:y,.,:;,'g:t,:`.,a. �.{s" (-� , ,,✓ t 'r• � .,�� 4 •, r :t� (..�: '1' 1. !'C(t .i�y �,4�t.y,4k,N,.., e7r;.>x, �",r�.xti ^r•{" i�' a'��, 4w, Jr1 �7ya:•.9,r.Y I t :�c3;1 �• S ,, rr.' f r t.` t„ f i,}t ,y,, r t, 7, t,1.?S'i' t f2..��4,�tt','G4�+x�'t,1^3�j, 'IM��t�l1 Bar ;f r t ,'t r . r, > y,r t r! ,r,:3,(I tti ,3c f4}•�ti .. ?�,f � .r r,..{ ,.:1� 1 r'' .c fF s i,l, ..,c � 1 .t �'` ' , I is' .,7j,.. ' s'L a..t Jr+6:3\ '{Sa+y".�;•FN�uy, £j�t�"}ti fr `ni i *S,ty t1 �`' '{..' .S a ,.. t ':' jt;:r z1t t .v t S.',. ..r,,t,t i rx� t n t4�3•.tr Az t � h.!irs �. .ti .3,v,,, c r r i'. , t 11 f'. :: ,r+,•, F. .;t .i �161.Krr'S}b, x.>:r��;E11 �r x{4i;`�,� ySt = ?.t. rCt;.i �rfy"�fir.� �. qr,.! +' ,s. t n r yt 't�' .,i. + r,. .1'':LJ:t ;.t'•',,r. •{ .frYr. .I'r ,Y t.�', �.� .,.. � �j: �� -� .r: �j{p7 r 'ti t e,.�:i tyt +� 'c• 1.,. ,S 1 .J.;-ir'.��. ix�::t,^t"��.�i1 j,!°rk,!",.h�;Vii'•°;~' r �'t��n'� rtf r^7i .f• e4��.'f� J-:r t .F ' .. .. =f 1. �.. .{{. .� �Jt eta.`j'il��1Fr+�r).66l'r��y`j��jr;.,,t'.'t,tt!.! rti v. ,t•�#yry .S j'�} i `�s�'�{t 't�i `)a. ��`.rl. F f :� .:+lS T ;' t�•4 } s >(. y., c y 9 }} U•�:l Ott L'•�^PY:�! l 1 �.' S ( 1.1� J ,1 ) .!� 1) 1.t,t�fl "z`�{. Yt � Y� Nt.: 40.�yr?}'t'�1Y{'t��{' 1t)+6i72f nnF !• .nS 1i %'( f dCfY+f't5iif+Nlt+w.u...a..._.:.. . . ....» 3 { `t y,� r r rc f, WATER POLLUTION CONTROL FACILITY EN'ANSION CITY OF JEFFERSON,MISSOURI ?' S 1. Provide seed of grass species and varieties, proportions by weight, and minimum �4 � r ; percentages of purity, germination, and maximum percentages of weed seed as ` F t indicated on drawings. a. 10% Huntsville Bluegrass, 80% Falcon II Fescue, 10% Manhattan II Ryegrass. 2.7 WILDFLOWER MATERIALS ,t 4nrPi.t•r� , A. Wildflower mix seed: Fresh, clean, dry pure-live seed complying with the Association of Official Seed Analysts' "Rules for Testing Seeds" for purity and T�,t germination tolerances. ,;', �,, Fl"'` 1. Provide seed of flower and grass species and varieties, proportions by weight and minimum percentages of purity, germination, and maximum percentages of weedt seed as indicated. a. Wildflower mix 1 64,923 sq. ft. 711 Seeds . Per Seeding Rate ih ,f;d�l= 3A1,.,n . SCIENTIFIC NAME Pound LB PLS/Acre '''V ot,1w' 'i' COMMON NAME :,A,,.r�s :s�p>< . 'i A y �4h111�r '+J7 7i{ • Grasses � 140,800 1.5 Little Bluestem Schizachyrium scopariurn 224,000 0.9 Prairie Dropseed Sporobolus heterolepis i`�'rt„ f Ei z Elliott's Broom Sedge Andropogon elliottii 281,600 1.2 Flowers a' Missouri Black-eyed Susan Rudbeckia missouriensis 1,680,000 0.2 :� rf#�;;•r,' k;;f){: ` 128,00 1.2 r'n1.:4 t,,,..:•.,,.._;}.. Prairie Blazing Star Liatris as era Pale-purple Coneflower Echinacea pallida 80,000 1.5 1,248,000 0.1 '"� •f;'�✓{;ti;�•;'fsa�'.";,,. Wild Bergamont Monarda fistulosa 1,120,000 0.2 New England Aster Aster novae-angliae ; Missouri Coneflower Rudbeckia missouriensis 1,120,000 0.2 'i%'!3�'�.;�' ``'' Total for area 7_0T�4 C5-4199-00 02900 - 8 LANDSCAPING ` RO - 3/19/01 a,• ..4'}' y�± '+-rrr'T5�'i t* 1;.}t f':4,-,•• I :i ' w� �fS ?1'�'"'.`L'•�i."i'<�S'#S1C• + '{,i`^^`',.+,L rt ! t�l�, � .i}i•t :Y•l.te 1,17 .J t,, n�!i J p 4. `{ .,� i. j :t r'''S,S.. :�'>,4+).rti.�t�at •.,� .i!X"' "+f "4'; "+`. ,nt iY 'ir, 'r. T'i^':,, i ,[�`f{•s;... , �. :'t:� :L.ut is .1,r.. r{, .4t': '.irt � ,,c.'S ri••s,,;,., 4 r,. t ( � jx .n �(r t. yX� �•.r � �l.t �e..�,fi� :.!„•.l;t i �,x n.y .r i a ' };:star .�, 1, ':A�.� 1j '.f r Iii.i� ,' ..r:`'�'r.. ;.,£.�s 7. ,ir.<�r,•tr:�. 1 ,-?�k�.�,'?1 45 S> t.i^t 1,;5•T ,-Y 1'{+ ;,1;', S„ ..1' ` �/. .tf �, ( t,:°s` <;`s',:.,�C�•�.ft.�•.1„' L � .1 s - •f� ��y{ 7 t � �i�'�.. ',r.rS„ �' y/�� .�`!j� ty`'� h��{S ,,t 3'`:�fi�;ir:;5;1,s � ..t'y.. +'! + 't� i. 4 { .r.Y t: " r.9 •r 'Y i tF �%" T;a!'.4'G;K YY }} f 'P//•' � �;'� ��XtA.�''r,i.'"":!�� .:,i`!S f�:r:H��.; t c sK��tly.12. ..ti y , i t,t ..r, s.' r:, ttt• ;t,1. tytl iri. �. ;*, a s,i!',.,✓:.}t.. }�.fi rk.i".,;�' t.,slij a};«,E�i.4 ;� � .iL "� 'r.W yu".'., -:2:t'. 'it':f'Y} ,,L 4,"1.`•' t r a t;:,,. ,.7.�• .t;. ..r}} ��+�} .t } s� rti.> �. :r r. ',1: 5 .t ,i; .-,:�;;^ S ,�.s�1�YF. .'45,x'`i,`x1 ;l f. it..Eg� � + .5; +:t« .�, it��4.1•''r'r:r, ,h,'%, i �.pr'.t7,,r;. si t. ,Y 'r. Ir rr ,,t ?' !�'+.,:. s L' ( "i::.,}_.,77rr,Y+, 'y g .�r.:m.,� It �:•C{.r.. f t}',in.,:�y t �;i. r s}T,-'.!. 'rf .:! :.y i.t.,.' ,r{ .i,r.j 't f 4 � t �71'.'X't t .rr 41.'„ r' +''1 .5.;,;., .� tr<<t y� $ •.t. �r t r � 7r ''i) .-,sr.i s t � 1, j fit.fiFS�1i�F.vae�«'�iTl�.� t' q .1 : `� t i�t � f':1 iS)f S' r, �t-f Ir t ��r'��i.�a,�.. Y�� t i' •� .{.. yur, ,if! � J� 7 @ � 1 �.�d`+ `t��"q t tW y s�i�, .�• ..:..ftLy�vl,eh•++�2YY4•/,Sd((3Ck'elt.lDiSfTY,t'N!'W'MM Nh�l.f-...,r.•....,.,.. .... �..wr. e.a..i Nr..ty+h I,^rr.�ti rli,tary n.,) aslt t r.lt•u...v„..,.. .... .a��..n..w.rrr?t!YRRfN"h tR1?M'4^fiiS Nlt'+a\1'�'SRC+tYR{�1,MI•Ii4Fii:�fii'YY"altbWwt�..p,W.ru4ir. t Y �t�Il'� y ;fit: '1 WATER.POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI } ' ! t k i= r� b. Wildflower mix 2 110,065 sq. ft. Seeds4 Per Seeding Rate it COMMON NAME SCIENTIFIC NAME Pound LB PLS/Acre �is�N��iJ•fV,�`ry Grasses Big Bluestem Andropogon elliottii 132,200 2.0 t ;:;a-.;hh•r; Little Bluestem Schizach rium sco arium 140,800 2.0 1 Switch Grass Panicum virgatum 288,000 1.0 Indian grass Sorghastrtun nutans 132,800 1.0 Flowers Prairie Beard-tongue Penstemon tubaeflorus 1,600,000 0.1 Wild Bergamont Monarda fstulosa 1,248,000 0.1 :=:" n New England Aster Aster novae-angliae 1,120,000 ; ';; ;}1,;. iz Total for area 664 2.8 TOPSOILS �J t� A. Topsoil: ASTM D 5268 H range of 5.5 to 7, 5 percent organic material minimum, <c'ltjr;#y • free of stones 1 inch (25 mm) or larger in any dimension, and other extraneous "? materials harmful to plant growth. 1. Topsoil Source: Verify suitability of surface soil to produce topsoil meeting '�"L" requirements and amend when necessary. Supplement with imported topsoil whens a quantities are insufficient. Clean topsoil of roots, plants, sods, stones, clay lumps, ,,r4aYr}°, ; ti and other extraneous materials harmful to plant rowth. ;�r .:) i� 4tf t`7{.'!?;T�r� ;: 'rte•. 2.9 SOIL AMENDMENTS ' �.7 {rye ti srlill•Sr!,'; A. Lime: ASTM C 602, Class T, agricultural limestone containing a minimum 80 percent calcium carbonate equivalent, with a minimum 99 percent passing a No. 8 (2.36 mm) sieve and a minimum 75 percent passing a No. 60 (250 micrometer) sieve. 1. Provide lime in the form of dolomitic limestone. ! z$=`'-f7` B. Aluminum Sulfate: Commercial grade,unadulterated. r� C. Sand: Clean, washed,natural or manufactured sand, free of toxic materials. + ' Svc`1• t.' t•t',d, D. Perlite: Horticultural perlite, soil amendment grade. 'x•�'i • >>hf�.:,;;q 'ty,} K'�l~,ylS kh;!'i 511 tf`.�,w";;!•i�. Ia C5-4199-00 02900- 9 LANDSCAPING RO 3/19/01 ', ti �a+«+.uRylie!Ga�VSmr.N+�ua i �, .,,.S.�• �.!. �.' '(. ',p`;t':t', l:,p.r•+y,rYn�a:;p * 9r~ V- '•1;7'. "rV'•• rs,. a fO � vl.i .::� 1. v t d t. � l i,i e �f .<v 4'.1'"r7 ,.. '+ �'�.f` s7��,:q�i�4},is'•.°>r'.o-1 " h'•��, �ndq+l;t iti{• 1.1r .,w,.�. qj` , r �' ;t. {. t ,' iy .!� .,,, rS' 'Vd� I}>, ,t,. .3l S`'t':i /ri"' g. a• a'?N;r•,:.�i� �ra,�r;+,I " r. �, ,,ti G , j'z {, r� ,r: i tT..:!•.F•,n �.< ;':ui�gS s2. tt;;#. j,+.''{a .7; 5 e 4 + I t fax."-v f , Sr y it Ic' „•,. .l ,..,{e '` ya:� } r a .{! '1 .q .;d(i'4'+�'..u,.� S'h, •,y "• { ,.r,•t ..! ., t , i ,i .t _f. ". ,•-1+t .j •.� .1}. e�i A'W}x',ti r,°•"W,k jT�+ r•"t•, :t rd t:T,15'.3 fiYt<t'��'•. +' rt• t,�,Ta�.. '•G`,: .l•l•'t+4 . 1171 �r•'S. ..f t. f '1: .{ f f t , .,c.+5.• .I.t.s A. n,I.F tit. �.• �1 ..tiv.S;�s}',R%b^� >. .(c:: .i• •t� x...'i r`, �1 t,1'f: .k r :i .t.:�` L 7. i`i�i..,� �� .t�1:. ;•~d. "�n ,(. .+F:,. '��;Y. .+ :?4 S` I Y ..,. .r. L, '!•, 1 '(. 1.� ,, , ,S1 ;: C. ,!h :,,<�.t,,1:#;3?F•;��1�1��'r��'Li ti rf+ia 1. '1. .•'i':.,1,+' f. ' `* 's 'S. +;".a :.g. S Yt t , ..l.. t. 1:��4, g •!` !�• �:F,. ,>t7:•�f;, ,3r.Ccv lS s. '�.tihs r a' A+ } ,i ,,• r ;. ! .r.r.r t., .1 �';r �7s.�'�fa?::�yJ}d',r,'t"..n.�J t��la=}f:{�'�:�.�$:• f,,. i .PSG}n"�,�.,.ir,, 1 } Tt. " 1' ' ,,,.. .'.4 :r: 1, :r. 4 d� '��4,{�1.•1 F ?1',`. '3' ,}w1::'.t`t,.•;� ;Ta�M1,y,•, ii'�k`" r.r,}, s !''i .n �.. °1 ,r^ f k �1 h L. �,!�,a:ftl: f 5r;� �. t o 1 l•S;Y t.�a:nr: ,��.r '•�. • { 1 .} t Cl+ � fit; .. .f. � t ks�c•.t ,'i'� .-ifi .�.�.n..r. r, .+k �r"�.,• 4 gl,fw f }, t: 'G i' +i S�^�' rYj uY f t,..., ., �i.S`:�.�i,+it;1,ki••:,s' '?,w :.s.:! "t.. ., ''?ri, , �.... r ,; �;:, i t ..y r r i {' •�;.3�r;rw'p•j' �+r•, + �' 'V:r`'C.., .�?�iC� •4:�r��°�x.� -dte IF.� .,r r :s 1 �':77 a:,.t. ?:�U! y r •', '', ., t �.. '� 1 s , :.:,,:. ., s. , i' i.. .'t r d+ j.:..;... 1 j i, , .+'.:.1*k,=�, °",-:'r.:°�,.�'�.3�'i�$�.�'�>+ti,,:,,,y a�' .•>,: .1�'r:r'r f 1:. �._` t ;'�i 1� J.r ..U,t •;( .S':,".•f:.. ti;t':•f„' ,jtrr(( r tip �ni.i�ti,.,y kdi+v4+t£th.t is, i�)i'Ra I 3 .c..f.«.:r�-s..t.r«......,,..,.m,.. .,, .. .... 1,•,�Y ,r� �...,j,1 at jfK111 �l Yl, t l WATER POLLU FION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI } j E. Peat Humus: Finely divided or granular texture, with a pH range of 6 to 7,5, , composed of partially decomposed moss peat (other than sphagnum), peat humus, or i reed-sedge peat. F. Manure: Well-rotted, unleached stable or cattle manure containing not more than 25 L � , percent by volume of straw, sawdust, or other bedding materials; free of toxic substances, stones, sticks, soil, weed seed,and material harmfiil to plant growth. L G. Herbicides: Surflan, or equal H. Glyphosate product: Roundup, or equal I I. Water: Potable. ` 2.10 FERTILIZER minimum of 4 percent nitrogen and 20 'tip.`:,t• A. Bonemeal: Commercial, raw, finely ground; mi p g �r percent phosphoric acid. ' 7 js B. Superphosphate: Commercial phosphate mixture soluble; minimum of 20 percent available phosphoric acid. ;s',,=,f,<•.r1 I ' '. �''�'t�;�'r 15;01"}•1��J',t';,',•: C. Commercial Fertilizer: Commercial-grade complete fertilizer of neutral character, ` consisting of fast- and slow-release nitrogen, 50 percent derived from natural organic t'c•iS:�Nwk c:.. . sources of urea-form,phosphorous, and potassium in the following composition: 1. Composition: Nitrogen,phosphorous, and potassium in amounts recommended in soil reports from a qualified soil-testing agency. D. Slow-Release Fertilizer: Granular fertilizer consisting of 50 percent water-insoluble nitrogen, phosphorus, and potassium in the following composition: 1. Composition: Nitrogen, phosphorous, and potassium in amounts recommended in soil reports from a qualified soil-testing agency. p A<t, 2.11 MULCHES 1`.1,� Y ' A. Organic Mulch: Organic mulch, free from deleterious materials and suitable as a top �, ;,; ,r =t .: `r dressing of trees and shrubs, consisting of one of the following: :: `'l 1. Type: Shredded hardwood bark. f f'1I B. Peat Mulch: Provide peat moss in natural, shredded, or granulated form, of fine texture, with H range of 4 to band awater-absorbing capacity a p of 1100 to 2000 .� ,;any; J ' percent. x5� "` ,. p f Yip "+4{ ¢ •Iii°�' ,i`,`:fir LANDSCAPING .'.., C54199-00 02900 - 10 •, r RO 3/19/01 :.,.,a el e As I i } z4 "'f".".•"''Yd,.. t '?""'"I^:"""".r.""••..rsRCw �'lt!''ro"r"""'.. i. j T l }.� T,,,. ryi, ,.r:. 'f;. yly,r-:.i { ,=g^,� Jw; i'rye t i ' Mtkt:NWiw!Rlwt.77.A ""_ ^i I•i .f{ .t-. rr s JJ acrt k:1'"G z 1fd. :F'„..,.�. -t p (tl.r�- i:, Fc .. .,::+.e �a"�'•(:.'. }�.Z,:< t :; '., .: ... . ,C: i. 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Ire t''!{((+'.Cr j�i•.y`.{,:rX yy WATER POLLUTION CONTROL FACILITY EXPANSION ..•,e s 4 r .it CITY OF JEFFERSON,MISSOURI fit 4l; : C. Fiber Mulch: Biodegradable dyed-wood cellulose-fiber mulch, nontoxic, free of plant growth- or germination-inhibitors, with maximum moisture content of 15 percent and ' a pH range of 4.5 to 6.5. I D. Nonasphaltic Tackifier: Colloidal tackifier recommended by fiber-mulch 4 manufacturer for slurry application, nontoxic and free of plant growth- or -,� �'Y Pp P �' germination-inhibitors. �`'�""'.'#•` E. Mineral Mulch: Hard, durable stone, washed free of loam, sand, clay, and other foreign substances, of following type, size range, and color: ¢` .:"P,kt ' J� 1. Type: Rounded riverbed gravel or smooth-faced stone. 2. Size Range: 1-1/2 inches (38 min)maximum 3/4 inch (19 mm) minimum. 3. Color: Uniform tan-beige color range, acceptable to Engineer. a"� ffr eFfd' f: `.r 2.12 STAKES AND GUYS4 ; l° A. Upright and Guy Stakes: Rough-sawn, sound new hardwood redwood or pressure-preservative-treated softwood, free of knots, holes, cross grain, and other defects, 2 by 2 inches(50 by 50 mm)by length indicated,pointed at one end. ,iit B. Guy and Tie Wire: ASTM A 641 (ASTM A 641M), Class 1, galvanized-steel wire, 2-strand,twisted, 0.106 inch(2.7 mm) in diameter. i C. Guy Cable: 5-strand, 3/16-inch (4.8-rain) diameter, galvanized-steel cable, with ' ,;^?';r ' ! zinc-coated turn buckles, 3--inch- 75-nun- long minimum with two 3/8-inch- (I 0-mm-) galvanized eyebolts. i D. Hose Chafing Guard: Reinforced rubber or plastic hose cut to lengths required to protect tree trunks from damage, E. Flags: Standard surveyor's plastic flagging tape,6 inches (150 mm) long. 2.13 MISCELLANEOUS MATERIALS a A. Antidesiccant: Water-insoluble emulsion, permeable moisture retarder, film forming, for trees and shrubs. Deliver in original, sealed, and fully labeled containers and mix according to manufacturer's instructions. C5-4199-00 02900 11 4r ' LANDSCAPING Yryr r RO - 3/19/01 r 5,il ; ryri� tl Y ry w�suf }ygrtearr- e ^^^.+,wfwwrRt%M,7Mw3c +t-*N�4w�FF...*°"" �`i`';<1 t'fj*I l.5 ,�� .u',;�. 'l. i ; V i ,.{�. ,,i,3`JA;ri�.i�,,t :'t>+, :�dq , f- s r..t ,.r„ �`.z ir; , , !: �.2 ,f• »:'4`,i4 •,�', .;v�.1� ,(. ;�sy'�'.'�r" ,.p'•j„ :'�,t+,>;:. '�} >.,, .;:9''.:+.' ."S1 .j f 1 �. x. ,., is rr ,'�y�q' { ,,} 0:5.:, its;r} � ;�( .,��a •;1,��`f�'•F''� jk t., �SCy {1,✓S.{' :'f ?Y' `' .;.! `� i,,t" l , ;, �, s' ,� C i. r �.t:t , {'IP i Y'.'1✓��t 1 r t..r.i {71¢(y �!"41�5 ,�ir .: �ri;!.{�V't�t Yi ',S, .t. t'�>�E,,,::��tS+iY/ rn;{'�, x,,.4,. to '�� ;,YW Y 'Y �� ., t,(.. Y f h. .e •f?: rt�N ��'.t,:� ��G. �I ,.r�y .f.. zt 9f� - C '.3 , 1 1 f. fs. �� f, .3 1 fy .�c ?�..r:.�.'i., t Lj33 -�'•'is(Y"x. {` '7Jt !�'��;r. �,J�,��'i i'S{r. i'i ::;f'(�'. 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Wilt "1Z WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI lr { PART 3 - EXECUTION i" 3.1 EXAMINATIONr A. Examine areas to receive landscaping for compliance with requirements and f or t1-Sn 44a:(:7i,. conditions affecting performance of work of this Section. Bo not proceed with installation until unsatisfactory conditions have been corrected. 3.2 PREPARATION A. Lay out individual tree and shrub locations and areas for multiple plantings. Stake locations, outline areas, and secure Owner's Representative acceptance before the i start of planting work. Make minor adjustments as may be required. 3.3 PLANTING SOIL PREPARATION A. Before mixing, clean topsail of roots, plants, sods, stones, clay lumps, and other .+,�..{:.,;„��;,;�•• , extraneous materials harmful .tr u`�':,`•ra }} to plant growth. B. Herbicide should be applied in accordance with approved manufactures standards. r C. Mix soil amendments and fertilizers with topsoil at rate testing X24 tif�rw indicated by the soil company. Delay mixing fertilizer if planting does not follow placing of planting soil within a few day s. ';;.. ..q •,r i1,4 Al .. D. For tree pit or trench backfill mix planting soil before g p g re backfillin and stockpile at site. '.; ' E. For planting and law p ting beds lawns, mix planting soil either prior to planting or apply on surface of topsoil and mix thoroughly before planting. L Mix lime with dry soil prior to mixing fertilizer. Prevent lime from contacting roots of acid-tolerant plants. ,11�;;,. 2. Apply hos horic acid fertilizer, other than that constituting a portion of complete •,, fertilizers, directly to subgrade before applying planting soil and tilling. 41 1{ C54199-00 02900- 12 LANDSCAPING IjA RO 3/19/01 ..Y.S:< ,.'}>i,,t;j�`��1.,,;'r t,,,.sy:,lR:t:' r.,+ t :,yi ;J'"'•..°";..'^^,w!mrv',a�naplrt+�!y4�!4N•�vww r,'�-"S"tk. r�ii::r'"I'!n`,":'K, "if'.C';.:i",1.^.., 11��,2,»�sif tN4 I � }itt}}Yt;..4inr%• i,i; iyc. (l. i� t'1. .f .7. •r /1.. <:. .,{, r(:'.,,,r.IC' {E,` h �Ti::}i:a:ar^lte� ?� • .YJ3r�`Y'..., rl,. S ,�, (ef::'r:' .1 q. ').\. r.i' i' :.1` '.1: `:i t t i,'; } r •F...,l, S•,,y} .l �:��:, `ft1< .fi�.i`'4'.'`p •l' 4 rr k; +.0 ,.1, r: � ( 1:,: 1. } .� �.jt,}::yr,', Y. ;r,, `7t Y'1 .1;>• YF'•k:i r,...�:,: :hrs� �^�?!...f,r°•�i}� .trY. 2 3•c _2 r t Y} � a r l .),' ,i' s'6 t�rtl;d'�!,� {l a2 �:S,t 1`1 �"� � e. �12t.,T�K...if✓+��•,. !t'',70 •o-. Jr3,t �y.'+'CR t7.+.. a 3I�t 9 ! � ';r` r +i 1 t r .:F;� r r r r?• C '.p ..�.�..yy•{ .S'y�. I R.�.r,.ir.r., t;, ,`:q r"r.'6r'�s?3;y,� 4 r, .'ii:.h x(> r S ,tt 2 r,.e 't ! ,i,.k 7., t Y .t{} '+Ii,• .t.�. �r.�vn ��','f Si�'�� ''� �' f'',:tir,..,i' .a, dti.,,S.r :�j;c,.?r,.�.ta�,„r V' tit., s y ,r'i'' t i r t° 1 r.l t ,•`i. i xa ,i,;tY' S��.,f.r• y. �.n,. �,�� J"', }h'+'2 ..lai.t�i;u„;.,..,�- r, . 4 a �i 2 ."rt ): .."e'.} > z C} �. 1.�.,t }t j'• ?r.i�h?7yr !. . „t,. Sa' �vf:' d� !'^�;. r.. a f f c+ I F�r�i,4.21•:I,.,.�,v:, i.S J ,t. `.15,:'.,3 �t. ,..Y. x. r: u .rY ,,j,r. f ,'•Y ',5•. 'l �.. .qh...J � r h�':(t7,6, C. �rr,r,c t'Y:j. c•...>.I '{Il. ..1;�• a2Sr^L'{�•,J?4i .((s.r.f, ?�>�, ly.'f•;:}¢,gt�,ir.�t';�V1 'f�r:;-:.:tr-V,•E:r>tt''<f"1' t'f�', �t�1F�",.Sf„f,>�(: .{�, rw.� { .}I�.It:{`',.JC rtA t 1 f� •4:: f ',:i r.:' f rrt.. .l, i�l �'K Y:: .tn.r. a�va�l it..!"}1. ,,�...�r t:irryJF�?+� i •C) t,_ k f' �i :•r ,,,fit, :7 e t r .'7 k } S ;t, .a..f!.••(Y`r•..;," 1�� S 3S:Y.rr4b..4 �? ,t:�. .Ar.ti`�ate; ,.�.� }, 5.}}� y 2, ,.' {) 1 •(.. .'t.. '#�.. '+'„'i',,:+,),a,:tiM1 ;t p,.H.t Ax.}i�,:f;..r.�'n,t�Yt'.`rY r '�:rjj�,, ,4},T:��;^ .� .S.rt" •.;f 't ''' .,t `! .rV .1, ;,i+t}n..j ..,J),•d'r�.wY:S, {s 1 :•rr t�,.y t.'af 'i^T6 t i• { 4t r ''I (�:1 l q, i.,� .,; itr t .i. ti a i t�T�+ 21 4 'r', l �ti 1 r it s t.l ..Sc , 2• f x52jd r„ r .`F� M-n � .-.i, r � '.r : + �f 'fa kPt�r��I!✓#5ia°r f�'jY% 7�` } .a...;....�a-•+fms�ti,.},un':xi"c'r rhaYF,.e.:ari<+:i.#r>t +Nvr�..+a,.,....... .. .,.,»n r r y J ,n � 5"1 t•I WATER POLLUTION CONTROL FACILITY EXPANSION _ CITY OF JEFFERSON,MISSOURI , +A r••,.+ham i 3+4 LAWN PLANTING PREPARATION " A. Limit subgrade preparation to areas that will be planted in the immediate future. j B. Loosen subgrade to a minimum depth of 4 inches (100 mm). Remove stones larger t;`,,F,,{,t{s, .;•I than 2" inches in any direction and sticks, roots, rubbish, and other extraneous t 1 �+ materials. I grades, and C. Spread planting sail mixture to depth required to meet thickness, gr and natural settlement. Do not spread if planting elevations shown, after light rolling soil or subgrade is frozen. 1 . ? 1. Place approximately 1/2 the thickness of planting soil mixture required. Work into top of loosened subgrade to create a transition layer and then place remainder r of planting mixture. 2. Allow for sod thickness in areas to be sodded. i 3.S WILDFLOWER PLANTING PREPERATION A. Limit subgrade preparation to areas that will be planted in the immediate future. I �f., tfitikJSFrrS�tt .',, t B. Mechanically scarify subgrade to a maximum depth of 6 inches. Do not disturb :. drainage patterns and assure all finished grades are maintained. I 3.6 PLANT BED PREPARATION i A. Loosen subgrade of planting bed areas to a minimum depth of 6 inches (150 mm). rri Remove stones larger than 1-1/2 inches (38 nun) in any dimension and sticks, roots, extraneous materials. rubbish, and other extran 41\ ` =�� B. Spread planting soil mixture to depth required to meet thickness, grades, and j-� elevations shown, after light rolling and natural settlement. Place approximately 1/7. ""t ; ,ht the thickness of planting soil mixture required. Work into top of loosened subgrade yt :c . :. to create a transition layer and then place remainder of planting soil mixture. A��}�;+of±.•j C. Create spade trench around each landscape planting and berm areas to separate planting area and mulch from lawn areas. ,;s`':;; "' 3.7 EXCAVATION FOR TREES AND SHRUBS Y,^if.,fs 1 .I'i;.'r.•+ A. Pits and Trenches: Excavate with vertical sides and with bottom of excavation.;. ',,,. F'.''= slightly raised at center to assist drainage. Loosen hard subsoil in bottom of excavation• 02900 - 13 CS-4199-00 LANDSCAPING RO 3/19/01 t l0117� stR�� wxw. 71 A�, ,R'VF�•7%R'?uHGff9#ffill/a., yXextsw,yK.werr.,.— • >•s7 a s ' �`. .�t�r,s�..+'�h::. i' c ' x, � t.. I. ' tr. :A: I .�t+`.iJi{.,.,r� .s'tfi'�y"�*'. fjkt J,C+rtr'i .ASV?;•'� , t�tt,7tCy,•,}', t+�, i l,,.t , tt+ � .r r i a t � �+ �, ` r �.,} .r,i•�ti`•::�•L,:S;At,�;t, �S�. .,�5•+,u �r,t• :?.' h�'ro7��`}`�Ln i.2 t1� 1i yt_ y i s :. .. � f. ;' .. : 1 5 ,t •,... . � t: .f i... 1� '. �� j .}i..`! �}'SSn F� ��*id� //th.'�y .� "+'��.� ,i�j C Y". p,. t11. .� v .t Xf xr� f'� f ;, is I. ., ...Y� ,+ a.7 .4 �, �J I i+ �� +.frt �rL:°C y".��'� �A�w�•i.�r. .>9;,j Yi °t t;'V. i4t({ 'i }. J rt t' ! .,1., r 1 Jt. `',.±#1'�rJ.;•.t`.t t 6 .,Fi,(f A4° �4;]� ii� (FJi fifr ( , �:t )i' 'f r f 1.`.'1 � s� f ! .+j! l •+4( .�`i + ' .'ii J i{t "�11 :�•i}F . i�t "! A bt i I, r I,`+•} �)i� ul � 4 r I �,4.,, 74 4, r , 2 � 1S Stx r CI 4 , WATER POLLUTION CON'T'ROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI 1. Balled and Burlapped Trees and Shrubs: Excavate approximately 1-1/2 times as wide as ball diameter and equal to ball depth, plus the following setting layer depth: I a. Setting Layer: Allow 9 inches(225 man)of planting soil. 2. Container-Grown Shrubs: Excavate to container width and depth, plus the following setting-layer depth: a. Setting Layer: Allow 6 inches (150 mm)of planting soil. B. Dispose of subsoil removed from landscape excavations. Do not mix with plantings=i,`;;4µ soil or use as backfill. C. Obstructions: Notify Owner's Representative if unexpected rock or obstructions detrimental to trees or shrubs are encountered in excavations. 1. Hardpan Layer: Drill 6-inch- (150-man-) diameter holes into free-draining strata or to a depth of 10 feet (3 m), whichever is less, and backfill vrith free-draining I material. ! f D. Drainage: Notify Owner's representative if subsoil conditions evidence unexpected water seepage or retention in tree or shrub pits. E. Fill excavations with water and allow to percolate out, before placing setting layer A x— and positioning trees and shrubs. 'ti rte a , j 3.8 PLANTING TREES AND SHRUBS A. Set balled and burlapped stock plumb and in center of pit or trench with top of ball ; raised above adjacent finish grades as indicated. ' 1. Place stock on setting layer of compacted planting soil. 2. Remove burlap and wire baskets from tops of balls and partially from sides, but ., ,.;.} .,V: do not remove from under balls. Remove pallets, if any, before setting. Do not use planting stock if ball is cracked or broken before or during planting operation. 3. Place backfill around bail in layers, tamping to settle backfill and eliminate voids and air pockets. When pit is approximately 1/2 backfilled, water thoroughly before placing remainder of backfill. Repeat watering until no more is absorbed. � u Water again after placing and tamping final layer of backfill. `4' r B. Set container-grown stock plumb and in center of pit or trench with top of ball raised { r; ° • <r above adjacent finish grades as indicated. 1. Carefully remove containers so as not to damage root balls. 2. Place stock on setting layer of compacted planting soil. Ti C54199-00 02900- 14 LANDSCAPING RO - 3/19/01 11•f`'v fl ref;�fl • t r ;-•.•.,. �F++aNWnan,w+axv "^w^a•!niFAtti'ti+:Ab:��'S.'i:}i>CCWiGVitM�`"^,...,.... .fit 4'�" ,rC",."'«"^^t'. ��,+'4 '.t' .G ,Frt'Y' ., .1.. '� 1 .S +' 7', r.'. n t s i•t' a'? +'aj„'r:. M`„x. a�tf✓7. ,a�$rt} ^+ 4r>+ .t't f } ' i j ., t Y 1 t .4, f� 9, tj;",' I 5 }` i1?;•tt: iy Y,;t+' , t .5t '' Y �y a, ,5 t JS •} .,.:'•�t; gil,, l •},?.x,Y;,f,I, . :G 5 ryV,, r7 n 4 t lfit�,a,[.Irt aryl L+9 +� tt..� �yr?�t'N' pxft�iia+'� � ,�,a�• t.' � ',;,�;rf,. 1 .t }, E 4`; 1. z r,d! �i a: i. i `7,,�,,•�'trd.ri'r;.�iS4 :iQ .sh'. , ��{ t r �f : .r .� �� .. s t t' t' F. � f x i, ,�5{t tj�d�><�r✓Sl+ {F }i°;; • .. i� tea� ;kJ ., f i ..un.s«4.IiiJMNMr}.5M rkdrN.�Y.Mx',+l'M i-rfxty.rw✓.. ......, ....• ....'r.. .. , r,e.. .. ii�.t..{t e...,....,.....,... .' ....i.w.r. .. WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI 3. Place backfill around ball in layers, tamping to settle backfill and eliminate voids ! and air pockets. When pit is approximately 1/2 backfilled, water thoroughly ' before placing remainder of backfill. Repeat watering until no more is absorbed. Water again after placing and tamping final layer of backfill. C. Dish and tamp top of backfill to form a 3-inch- (75-mm-) high mound around the rim Y �4�k K'ar fJ xXf R4r:. of the pit. Do not cover top of root ball with backfill. u,�4 1 3.9 TREE AND SHRUB PRUNING A. Prune, thin, and shape trees and shrubs as directed by Owner's representative. B. Prune, thin, and shape trees and shrubs according to standard horticultural practice. j;t,'> a Prune trees to retain required height and spread. Unless otherwise directed by Owner's representative, do not cut tree leaders; remove only injured or dead branches " 1 from flowering trees. Prune shrubs to retain natural character. Shrub sizes indicated are size after pruning. 3.10 TREE AND SHRUB GUYING AND STAKINCxs;t;?rr;y!h :,; 1 A. Upright Staking and Tying: Stake all trees. Use a minimum of 3 stakes of length below bottom of backfilled required to penetrate at least 18 inches (450 mm) °,.� ��'• �4 ' .:; excavation and to extend at least 72 inches (1800 mm) above grade. Set vertical stakes and space to avoid penetrating balls or root masses. Support trees with 2 s.,a,�;, ' strands of tie wire encased in hose sections at contact points with tree trunk. Allow enough slack to avoid rigid restraint of tree. 1 _''''`` 1, 3.11 MULCHING � + A. Mulch backfilled surfaces of pits, trenches, planted areas, and other areas indicated. B. Organic Mulch: Apply the thickness of organic mulch and finish level with adjacent finish grades as indicated on the planting details. Do not place mulch against trunks 4 rrr or stems. tik,{rt:;r rig � 3.12 SEEDING NEW LAWNS ] A. Broadcast Application: Sow seed with a spreader or a seeding machine. Do not PP broadcast or drop seed when wind velocity exceeds 5 mph. Event distribute seed by sowing equal quantities in 2 directions at right angles to each other. 1. Do not use wet seed or seed that is moldy or otherwise damaged in transit or x �-� storage d. ;r 1 :,c . , .;•� nv�r�p::�� 2. Sow seed at the following rate: 5 to 8 lb per 1000 sq. ft. -'. C5-4199-00 02900 - 15 LANDSCAPING RO - 3/19/01 " � °+ads . •• p�§+ . e vt tt.1 is , t t ' r• -. ro ' r. `"i` ��'�? f�'i', �i . �( i f�C31 � r ,} i ��. 'L)J.fit) i Y, IF M1* ry �,f•r... { .34S,t�7.'. sX{. 1' 4 } '.}� G. .�` : � }i., t r., 1 T, t' 47 bt r'v �.$-.tY{f}�.;1.`!�. ''Nm .t~r1.i� 1.!•. k'i�.T.'rt..l ry'Rt t :r`l r: P ^r' s -:.i'tt i .r J ., ,j •:� t r , ?. 1 .�, rl;s�l:�l..�t�,d �' t W4�1,�(�,�:�'• '�'`;}' ,r+;.�{,•r{[f:. ,�0!5 , '�•}. S .'�,�` t i it ".! �r . " �'� � 11�,.,rt;1, }S c�{ � f^ d+ 1 s,•J }i rt,s!;> :r-t , '[ i y u t+y+,, �,;�,u;,..4}t4ti;{`l+ :� 4 t '�r ^ :T . .� . 7• " .'{: �., :244. �,. that .t . ''Cy z s+'f t' t F,, 7 iv.PN!nC w.,ItiY, ir�vv✓trn.,..:.:. ' WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI i 3. Rake seed lightly into to 1/8 inch of topsoil,roll lightly, and water with fine spray. 4. Protect seeded areas against erosion by spreading straw mulch after completion of seeding operations. Spread uniformly at a minimum rate of 2 tons per acre to 1 form a continuous blanket 1-1/2 inches (38 mm) loose depth over seeded areas. t.;;.•', . r1 Spread by hand,blower, or other suitable equipment. x+ B. Hydroseeding Application Seed to be applied at rate as indicated by mixture type. 540 or similar or anic mate-1. Fiber shall be derived from cellulose such as wood pulp g rial,with no synthetic plastic or other foreign materials. When used in the applied :}fr;. mixture, an absorptive or porous mat will result on the surface of the ground. 2. Mixing for the hydroseed application shall be performed in a tank, with abuilt-in tit ,...... continuous agitation and recirculation system, of sufficient operation capacity to "...± roduce a homogeneous slurry of fiber, soil stabilizer, seed, fertilizer, and water L�:;;!`•'1=rr�:.;. p fJ the designated unit proportions. It shall have the proper consistency to adhere in g to the ground surfaces without lumping or running. ' t a 3. The discharge system for the hydroseed application shall be capable of applying } ' the slurry to the ground surface at a continuous and uniform rate. 4. All slurry mixture that has not been applied within four(4)hours after mixing will 7.f be rejected and removed form the project. 5. Adjacent planted areas and building surfaces shall be covered and or protected from seeding application. f }:�' ;. +-}�1;�; f7•t,dM1�di.113, 3.13 HYDROSEEDING OF WILDFLOWER AREAS ' �. C• y�to�,i"4y.-;°:,. i A. Hydroseeding Application: Seed to be applied at rate as indicated by mixture e. 1. Fiber shall be derived from cellulose such as wood pulp or similar organic mate- as .�. rial, with no synthetic plastic or other foreign materials. When used in the applied ��{ 4ti; tl,; mixture, an absorptive or porous mat will result on the surface of the ground. 2. Mixing for the hydroseed application shall be performed in a tank, with abuilt-in ,�;,,�. _: continuous agitation and recirculation system, of sufficient operation capacity to .,., v q !y'..y•to- ,. ., ,,. • produce a homogeneous slurry of fiber, soil stabilizer, seed, fertilizer, and water in the designated unit proport ions. It shall have the proper consistency to adhere to the ground surfaces without lumping or running. 3. The discharge system for the hydroseed application shall be capable of applying r ,F ; •'`f>`` the slurry to the ground surface at a continuous and uniform rate. 4 been applied within hours after mixing will All slurry mixture that has not be four(4) "rt('rrr rejected and removed form the project. be rej 5. Adjacent planted areas and building surfaces shall be covered and or protected from seeding application. .h 6. Do not use wet seed or seed that is moldy or otherwise damaged in transit or stor- ,;;'t;;'•'yt age. ' T i Y•"{ tSG ti'.�I��Y LANDSCAPING C5-4199-00 02900 - 16 r fit:rs s,f, RO 3/19/01 r �t`+,.y�tiS?'1 ...,,,,,,nrv+gzrtu;4�klit3n..fld�l�itAtrFan'r' r � >",a t�+tVi: �p'?�?�r`i�3e,.d�f„.�: ,• fr, A,f F r 9 7 '--"--w,..•.ar rn�«�".�.. i f 4, r q a�i t;�+. d' s. },fir, ��t��,�h3��r,.y=�S,$s ..,..i..•...-,• "`j � r t r ttj art .lr t � {!:,�ti+�v':y4�3,�{ � .� t '{rr.f 'ti,tS> S!3f`n`ti+?'t•t' '`y 4' .'.�`Y.e'K �"�'�"�:!.tvtr•`r'ii:, .F{"• FS ;r��{,��vx4��'•y�{(•:, r�a> , �)./ 1:. , . a Gf .'r t i4 ', .�. ;e:d,�.1}/�,t t�t:r}�f,1. t..�t tt,'.i: + �:' r L L t 4 N � �'{ f t y •�a t � r' 'S i t/} 'i,t�t}it{t>,''r r,�,, 1F.atti�,dL':{,.�r�'tq �� F�rt1.t Sly,t.,.', t t. / ti: t t Fdai.. t t f• }�,K t F �g�t�{ti��{+ r ,,yi '( } s: t. y i' i r; �� (.. tdf.f'<�SL�'� ��i�)j,hr`Y?t�) •�.t•X c.l."LR!Yt !+ : yip •: i}r lrt t. f . ( � �. 9 #� �� 7111��4 1�j+ .Sti"� +t i?'F�&y:6. ._t }F{�Y...r:1 ..y ..: '. �. ) •:''r r. ;41 s ri f+ -r �S�'} `r{'�tV 1 •h? , t 1 t .,:+.'Ld+t+w.•'q � l r.L�hd21n M'S4MP•IAA�nSCi{�wMAra...4.wr.t.t...�.x. - .' ., ' YNa511'1 .... .`' ,.,,,.,t.,...nu,.re:.i.l*t'ndir...,.-..>..�...Sbhro:er ,v rx.w... � •� '� � � aMM»wr.n,.lfr„w.. r �} 4 ,...,.i.,...,».rntw.mxv.Tg-;r+,.¢•..:i'mr'^nktxw�'t'r+tk.RStta4�n�ira ?, twr;..» t�i;S 1 4 tt\S�ls �i.tJ •� fY. Y : .. WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI 3.14 RECONDITIONING LAWNS i �4sti err ' ^I A. Recondition existing lawn areas damaged by Contractor's operations, including yin storage of materials or equipment and movement of vehicles. Also recondition lawn areas where settlement or washout occur or where minor regrading is required, '�� 3.15 INSTALLATION OF MISCELLANEOUS MATERIALS A. Apply antidesiccant using power spray to provide an adequate film over trunks, branches, stems, twigs, and foliage. B. When deciduous trees or shrubs are moved in full-leaf, spray with antidesiccant at `6 :; nursery before moving and again 2 weeks after planting. ">„I 3.16 CLEANUP AND PROTECTION {, rj rf;r 4 vt ` A. During landscaping, keep pavements clean and work area in an orderly condition. B. Protect landscaping from damage due to landscape operations, operations by other contractors and trades, and trespassers. Maintain protection during installation and3'= : ,�:�ft;t maintenance periods. Treat, repair, or replace damaged landscape work as directed. 3.17 DISPOSAL OF SURPLUS AND WASTE MATERIALS lr il, AqRY, .4. A. Disposal: Remove surplus soil and waste material including excess subsoil n unsuitable soil,trash, and debris, and legally dispose of it off the Owner's property. '° 3.18 PLANTING SOIL AMENDMENTS SCHEDULE f;; A. 'Tree Pits or Trenches: Provide soil amendments in quantities recommended by the soil testing company. s B. Ground Cover and Planting Beds: Provide soil amendments in quantities recommended by the soil testing company. 7 END OF SECTION 02900 ] ;, '? N 17 f pp9,; 4 J?, C5-4199-00 02900- 17 LANDSCAPING '' RO 3/19/01 ., 77 7 ,�( �"°.^'. ° trl`I .t 'tt+'.i* n...w'IyMw'�utnn+5o..+wwwr•-'.�*+ x• a /i �x:'�lr�}`�})'4' t`Y:.. :r°T 1+:5,`t .{4}r iS,.l'h-;d.r't'`,i,'r. :i: �l: f t i t r J .}. l. 'y" ",7"!..iy.}. +rs-•r. ,1Sp11`�}t',ri7"+ir r4' 4 �riijnt /, ih';,c' •It'`d'r ,i'•[..t'`<o ,t.t +4 li !f, t 'f :i { •4 �' ill' f, t 4' d AIi `"(.r:' t :�:�� ir r:'. »� { `ct, Y•,li: aa ii t f h.t..Y Y n `.r. } 3x'rl. (.� ,t I,, �7 ..I„ '�4. .f r 4't l il,"< t .t, t ( ',)) }ft 'stt.,.-,.:.,1 •t.: .;°7 [ Fiti.n jr, rr. a� .'tsli � :`ir.t;, '.M.. �'t' ,n. -Y }r ;p,• 1, P S .a rn t t.• �'}<-t...l Jb i � 'n 7 ."r ''' .i �% ` tis.r<,. Y SI,, t}, ++Y d k�.r�: +i.e�''•i :?: f.1 ,r i. T It r 5.?ate i�r+t li )s .,,t>, .... > h ,t. ;'`i.'iti;" ,l' ! xr ri. 1 s. }T. y t „r.Si.r t•' �z `i"1�7 -+ rJ°f ,�� r'.K fir., {��:... rl-.,•t..- t {F ) t.; -'F '! ty: � 7.:'•, 3a F i. 4.!', �: :'c 1. ',i;' +t1•r-' '�� '(�,t;?if r� Y7$fY�� ry. 'cf. ,.rx.�e.t.j/`i..,rl: .•?)ShSi• i:^.7 .�r ,tG by .,. "jt >.r.. tf `:i. a ;7: .r 'iT''i 4. "t :4i 4� .�'. .i: ,H'i�r?S i vs. ,It�i r. tt��nt,. +�a.Cq,,..�. „�', .,.j{�S•�+ s, t i,. . 1 r.n t �. rtt>t •:;.�: q. 1 i r: t '!>, .,ut��r ��fi �°,i'ft�,y,,.. r4",. �r 'l�, ''�,SR,¢,.tt{,.tr,9t'u`'t ) r�� t f5•t. f r.,. I:t { ,1 .p �e f k./t. e r 4 r lZ?tt. i, 1 s:,1.I,"1..t k" �ti�++�"?x�.yixx,,�r �s"rtDY�'.rit, °>ry 4�.i{jt�,i. �l.r �...�:lr'..: j.;ltr;;-t;;-n�.,,•rn.A.u,.l:,,•t°t.,..?Sr r�,.F.. t Y" fi.!' t l ,"1 0l t + "� iAl ! .{` J t ,+dr f�+j}f.�1..17. ,.i1+r,.',:r. Z.. b ,,�A, •i'-."'S;'.,^'.:","G* ..t �,t:.°v{ e4;;i'•a{St:, SN, t �.1. I 7 r 1, n .t. r .r. � ,�t{ .5 r Sit,. t•.w� E. fr;�� , �+. .,trfi",ts�f I.h nt f.�. 7 :� irl+l tt r f+ ,.JY.SA ri.' .i� r :.t' ri1z: 4 4 ..SfU+,.{•, ''k k nn�i7' ).�.h�F�i i1. i, t i t YX97 t t �t t �'•' ' i vv, at:+v � »tai-.,,�.,aG,',«...........».>3 t f I ui.arawdF�fi»!tyhvsayyl cttz=.✓�k;'t��r.s�',rr.tJJ..�... .,,. _._. ,.,..»...., �� WATER POLLUTION CONTROL FACILITY EXPANSION , CITY OF JEFFERSON, MISSOURI I* t r t SECTION 03310 -CONCRETE WORK r PART1 - GENERAL k ' 1.1 RELATED DOCUMENTS ` A. Drawings and general provisions of the Contract, including General and Supplementary k 1f l Conditions and Division 1 Specification Sections,apply to this Section. L rt vcFF. 1. Make submittals in accordance with Section 01300. ?'.;i;,` ; 1.2 WORK SUMMARY A. The extent of concrete work is as described in this Section and as shown on the 'i j Drawings. i B. Related Sections of Specification 1. Applied finishes are specified in Division 9. 1.3 QUALITY ASSURANCE Code Rzfi A. Codes and Standards: Comply with ACI 318-95 "Building equirements for Reinforced Concrete" and the Codes and Manuals of Standard Practice in the following list. Provide a copy of the ACI 318 Code on the Constriction Site. The Recommended ''_`-' ' Practices listed provide guidance for attainment of specified performance requirements. 1. ACI 211.1 Standard Practice for Selecting Proportions for Normal, Heavyweight and Mass Concrete. ilt7 i'J r` T� e� 2. ACI 214 Recommended Practice for Evaluation of Strength Test Results of ;t Concrete. 3. ACI 302.18 Guide for Concrete Fl and Slab Construction. ; : t oncre Floor ' 4. ACI 304R Recommended Practice for Measuring, Mixing,Transporting and Placing Concrete. S. ACI 304.28 Placing Concrete by Pumping Methods. 6. ACI 305R Hot Weather Concreting. 7. ACI 306R Cold Weather Concreting. 8. ACI 347R Guide to Formwork for Concrete. ' 9. ACI SP66 ACI Detailing Manual. r 10. CRSI-MSP-1 Concrete Reinforcing Steel Institute,Manual of Standard Practice, including supplements. f• 11, AWS D14 American Welding Society" Structural Welding Code-Reinforcing Steel", iO 17 03310-1 CONCRETE WORK z.flit ' RO 3/19/01 ` `t 1 s(i�+'�{f�� 1Cv'FP•J,YcMpl�w..^!'". n. rrv+u'(c+rtww�"`w+ct�"...«—.., ,j r �.^x.t. +,...m+.unw t t; Sit l�r�7r`a.};.i%',l:f"`#'J�+i�t; ,Ii ,�+f}i1f}5y4. ."".S,"w!,5�t►.7lY tt1Y' y11ct r. ? r t � ,+ �� Er , t�+tt25,� f�.;�'�S;i�.i;• t `p i{kk yir.,<. :(..t, ii 'Ir! .1 `7;'il: '!. •.r t r:t, f ,13..,,t("{�'�{,t 11Egt;:s .y �.. l� (�""'t,.l,:: ::1;{..,7�:;Q;•Y 4 .1y> >'�' t t ., 5 1 7.t l..3 1 1.'t c F o'•t r 5t r.] i,k!. T I,>,V •,�,;�•.wt r.af.,,,' ..r t.h' 7"J c t n s ',r i x r 4,1 :�,. C� .{`;,1.,� 1 r,t';frrt' t. t .y., t .,i' ` '! .r�T. y .., t fr!ti' } ,•'p"{� rlt.�..,..�to 7t kA;? f t t,y,.,.r f,t.;�.,�'��'•,. r! r( ivj Sf r,SFr,'irk'�;�{.;,;,iY.ii a+& '�3: ;:ti '" ,�'t 1.r .t r ''. ' r I •" � J �x 'r: t: >;+ r�� + �,, r5 '`:..� �:Sa: ;�4 awn ,,;,�ty.,,t ,;,:dr. f.r .r. ..,i f ( , i ( t�: .t F•..,; .,br+i rF," �;y�.4,: t,,.• a>r ['' ,t T .`.F .F�,t, t,ir ! [ ' .., r�� ,t J Y ' i " ,.! t`+F3 tS +a��.,X•,.s+.�s'r t. �,f.ar s.�.ns t Al . ' �'R'(.j: v{,, t :fir. )+ { ?�'., t (�:'t ; r; t'r f+ ,..i ,jF k "•�>lt.�L+} y�. ",:> {x>•�t St,La 7 :'4. JJ Xi 1F 4a "S ;� Wl n,fv Mrti,er.,• xMruv.+;rkr.,.. .,............ ..... ..... ......,u r :.v.r. ,,,.f., .. ..,. ,,... ... .. .. ... .. , i .'.i. WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI B. Tolerances for Concrete Construction and Materials: Conform to ACI 117 Standard Specification Tolerances for Concrete Construction and Materials, unless otherwise specified herein. C. Contractor Qualifications: Contractor must have a minimum of 5 years experience in forming, placing and finishing concrete structures and pump stations of a like size and nature. Contractor must have superintendents or foremen qualified to supervise the crews required for the type and size of project to be constiucted. ,` D. Certification: When the Contract Documents require certification that materials meet :�x: ,�.,.ry- specified requirements, the Owner shall be entitled to rely upon the accuracy ands ' ''' -� completeness of the certification, 1.4 CONCRETE TESTING A. General: Concrete materials and operations will be tested and inspected as work progresses. Failure to detect any defective work or material shall not, in any way, prevent later rejection when such defect is discovered. i B. Contractor's Responsibilities k ;'';;.�.•'` 1. Allow testing service and Engineer free access to material stockpiles, facilities for i batching,mixing and placing concrete and the work in progress. 2. Furnish labor and equipment to assist testing service personnel and Engineer in '.' ``' " "` ` w ,vain �-;,'Y; obtaining and handling test samples. 3. Provide and maintain, for the sole use of the testing service facilities of satisfactory capacity and construction meeting requirements of ASTM C31 for the first 24-hour storage of concrete test specimens made during construction. Car.l•i i`7,','I'.L,a.'h•'.'. 4. At least 24 hours in advance of lacin concrete in the structure, notify the P g Engineer and testing laboratory personnel of the date time location in the structure and quantity of concrete to be placed. 5. Employ and pay for the services of a testing laboratory to design specified types ;r',� ✓;1s, ;' of concrete mixes when concrete proportions are required to be established by laboratory trial batches, to provide testing associated with Contractor-initiated changes in previously established concrete mixes, and to prepare associated Ell ' reports which include data required in the Paragraph: PROPORTIONING AND `' '""" q ,?u�,,,,}, N:� DESIGN OF MIXES. Select a laboratory for designing concrete mixes that is '? tif}%$ r 'x;'+''. �� f. J ! � Fh..t1�•, different from the laboratory performing tests during construction. 6. Provide for all testing necessary to control the specified quality of concrete placed ;NJ,, r•. in the structure and to certify conformance to ASTM C94 requirements for uniformity of concrete. Contractor may use test results paid for by Owner for this �r , �:F,,�,,;• purpose. Any additional testing required to assure quality control shall be paid by Contractor. C5-4199-00 03310-2 CONCRETE WORK . RO—3/19/01 +^.!..0`nP•wU #.`roc"^' — auwwaauWFaH:4444itTgrifi'liu!o*+'a."..+...•^•.. t ,44F' _ t�''a:re�,-n^i.SS s ti'•.:r,- '' ��i;L ,',,'. ':of c,a44r „,tS ,� .a,. 4'p; K1 i`y¢;• �i.a '7 r, -4Ftjtpr,w��4°�a77� , 1{.r f �f�,,s 4�=. , , ;:,, � , , , ,! ,,, �1,, ��, ,,�., � ;,..5, •�: tiF7�rt,pp`�l.,i'iY".vi'lT v(� 1J :•.:, ,> �' .F}.. i 't , .•_ t t. =t4 fi{.,A=.�°, :r y 7,hCr=:alya'.HY.�S�'n r ;. , , t u.edi„«.MYrn.,491,.7x~Jvtx<,:YY'r,11//"tYwl✓. r✓a tt.!.,x r rnu.,.....r..,.. .. } 'S`l,; S •� tt. A WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI 7. Pay for additional tests of in-place concrete made by the Engineer when test results indicate specified concrete strengths and other qualities have not been attained in the work. t C. Owner's Responsibility Owner will select and pay for testing services required for "Sampling and Testing Concrete During Construction to Demonstrate General Compliance with Specified Properties" and submit to the Contractor a report of the tests. R;;,,1k.tal44s`V' 2. Owner will review testing service laboratories recommended by Contractor and { wY r notify Contractor of acceptance or of an alternative selection. A ' D. Testing Laboratory Requirements: Laboratories engaged to perform testing services t and prepare mix designs shall meet the requirements of ASTM E329. Laboratories providing the testing service shall provide equipment and materials required for s x { fsampling testing operations specified standards. Laboratories shall furnish Engineer a °"1 copy of current inspection report to ensure compliance with ASTM E329. Laboratories , r �. shall employ technicians certified by the American Concrete Institute for all saznpling and testing of fresh concrete. Laboratories must be approved by Engineer. �,� E. Sampling and Testing During Construction to Demonstrate General Compliance with Specified Properties: The testing laboratory will be required to sample and test fresh {•,:;,,,;;; ;C concrete used in the work to determine its acceptability as required by ACI 318 and to „r..�.; demonstrate general conformance with specified properties as follows: ' ASTM C172. Sampling Fresh Concrete: Sam g compressive strength test one test for each set of comp ' 2. Slump: ASTM C143; specimens, and whenever consistency of concrete appears to vary. a. When superplasticizers are added at the site,testing lab will make slum tests ` from each concrete load before adding superplasticizer and after super- c}t plasticizer has been properly mixed into the fresh concrete. ...ref,;;, ;� '°t;•.,.';, .: 3. Air Content: One test for each set of compressive strength specimens. a. ASTM C231, pressure method for normal weight concrete. .f;t•, } Concrete Temperature: ASTM C1064; hourly test of concrete temperature when 4 air temperature is 40 degrees F and below, and when 80 degrees F and above; and '+;'f; when each set of compression test specimens is made. r: 5. Concrete Uniformity: ASTM C94 (Annex Al);; verification of conformance to , Table ALL requirements at start of work and then thereafter when mixing or agitating equipment is changed or mix consistency appears to vary. >? ;� 6. Compressive Strength Specimens: ASTM C31; one set of four standard cylinders l yftln 'i for each 100 cu yds or fraction thereof, of each concrete type placed in any one day, or for each 5000 sq ft of surface area placed, unless otherwise directed. >3 ; A Mold and store cylinders for laboratory cured test specimens. ' 4 C5-4199-00 03310-3 CONCRETE WORK RO—3/19/01 { ^ ,fir y tixr�s ' ?; e,.rF..+•K«»«,..^„« T.+,wrw,cs4tnxwpPn,eNgrwiHxW,wHxxau*l�N �4�';� rert t4 e .1,� ..,4 t. tr+ s t �, tYs t? rr S• 4l 'fy+V �! �y r� '"'°+�atNApNiX3f��4t��Ri11'f.�r+fC��•S44FE�7'�.'�ERiw�711 " h 'f rl r' , t•,5,. +� r r, tx r.y I ' ) �: ,r,, .. =f 'r>4 t i {:y X/Jvx {,}l'}s1 .•t3. Sfi.,S r.y•, i;i.,;ri {t:S;ip 'i f r. :4 ,1i :x i. t.,tr i I I}rs .'.�ai.t� � �rn�x, py 1" rx :wY w t , • S ! t t t y �� 'Y Y. rr� wws,n+,r.•e•mm�N.+!R a ...nx..... ......,_ .:r., ...,.....mew r,rr. ....'•t . ...r. „ .,....... .,..-......... ...,...,.,...•....,........ ...,........,. ;+. \+ 7 I!, 1 t. WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI r. 7. Compressive Strength Tests: ASTM C39; one specimen tested at 7 days, two at , 28 days, and one retained in reserve for later testing if required. of testing will provide less than five strength tests fora a. When frequency g p � ' given class of concrete, testing shall be conducted from at least five g g + randomly selected batches or from each batch if fewer than five are used. + F. Laboratory Reports: The laboratory performing "Testing During Construction to Demonstrate Compliance with Specified Properties" is required to submit, q;?fk; :{`r >:,,j:` simultaneously to the Engineer and Contractor,reports of the tests on the same day they are made. These reports must include the following information, as applicable: ' F J.I1Yj S`•i�j��. 1. Project name and structure. 7.,�s°`' 2. Concrete placement date. ' ,14.5•, r.`�', J Testing service name. ' 4. Technicians names)and date(s)of certification. 5. Concrete mix type. '- 6. Location(s)in structure(s)represented by sample tested. t 7. Specified design compressive strength. 8. Actual compressive breaking strength and type of break for 7- and 28-day compressive strength tests. L ! 9. Measured slump. 10. Air content. 11. Concrete temperature as required. 12. Unit p of weight plastic concrete and unit weight of hardened concrete as required. g g q •'� ,:; '„fir��,��`;, f. G. Additional Testing: Make additional tests of in-place concrete as directed by Engineer when test results indicate specified concrete strengths and other qualities have not been 1 attained in the work. Conduct tests to determine adequacy of concrete by cored � ?” 1` "` •� cylinders complying with ASTM C42, or by other methods acceptable to the Engineer. H. Special Inspection 1. Owner will engage a qualified person to observe the work for conformance with design drawings and specifications. Contractor shall allow Owner's Inspector free access to work in progress. This Inspector will be required to furnish reports to ;'. ;y 4' t•+�: r7< the Contractor and the Engineer as follows: a. Placement of reinforcing steel, including coupler devices. # b. Placement of concrete and procurement of test specimens by testing service technicians. 2. Inspector Qualifications: ACI Certified Level II Concrete Construction Inspector Yj � ?;:•,' or a Registered Professional Engineer with prior experience in similar construction or other person similarly qualified and suitable to the Engineer of Record. CS-4199-00 033104 CONCRETE WORK ; . ; RO—3/19/01 { sr; 7 'r 4 .,'�f 1Y('/n+JM1S'11i- a'• .T f �.l,�� ;;a•,.:,'�,cl ae li.'t.r; ti ..rF 1 � I ' ..' t r. ,. t ! t. f i'. � .yet. •S' JSl 11iJ' 7r�1 84a.;,yi,.bra f4 f.�) jjSt.. t TrEt .�•1'�oR"t u't ! x. .,t Jt i � t i.. _ >,.. `i xt.i,1+ 1 y Yet ;izV.yL:�?� '�v.w {• MYIIt} ' .3.Y.tY ' fit.: r r ) 1 !.'.kt'ZY rf I L ✓rl��.' .�Y L(fi✓,>�f.i� k tp 7 tit F. r t't}5• , t�. ,7,},t .i i pl! ,y F` vja, •�bS`�st ' F-t;" Y. rrf rfr ..>.�. 71.t�N2ti1YMN11'Af<FrtWM.H.t.' . .,.......r , .....«.. .. '•• .. .. •. '{ t� h •• .i 1 WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI f ' 1.5 TESTING OF DRILLED DOWELS A. Complete in-place tests of 25 percent of dowels. I B. Apply test load to the dowel equal to 80% of the yield strength of the reinforcing bar times its area, note load-deformation data in 2000-1b, increments and failure, if reached before maximum applied load. C. Replace dowels that do not pass test. 1.6 SUBMITTALS A. Make submittals in duplicate (one reproducible and one non-reproducible) according to ^�! Specification Section 01300 and as herein specified. B. Product Data: Submit for review manufacturer's product data that indicates t conformance with specified requirements and application and installation instructions for proprietary materials and items, including reinforcement and farming accessories, I admixtures, patching compounds, grouts, gels, adhesive, bonding agents, waterstops, joint systems, curing compounds, sealers, joint filler, sealant, moisture barrier, and f ' others as requested by Engineer. For each admixture proposed for a given mix, the i manufacturer of that admixture must provide written certification of compatibility with 1 each other admixture proposed for use in the same mix. For each admixture, provide �r written confirmation of chloride ion content from each admixture manufacturer prior to submittal of Concrete Mix Reports. For floor finish materials, include instructions for post-application cleanup and maintenance. C. Mill Analysis: Submit mill analysis of reinforcing steel and cement. Indicate heat numbers on the mill analysis and on the shipping tickets so that steel on the site can be j positively identified. D. Shop Drawings - Preparation: Prepare and check shop drawings showing complete information for formwork reinforcing, anchor bolts and embedded material to meet requirements of the Contract Documents. Contract Documents may not be reproduced for use as part of the shop drawings unless approved in writing by the Structural Engineer of record. r: ..•;.r:,,;• 1. Shop Drawings, Reinforcing: Prepare and submit Drawings and Schedules to 1 illustrate fabrication, placement, and support of concrete reinforcement. Comply P PP with CRSI Manual of Standard Practice, ACI SP66, and additional requirements specified herein. Include bar bending diagrams and bar lists. Provide placement { ,.. p g g ; drawings which show reinforcement and its support by using beam elevationstt •,'.tis•{ ' slab or mat placement plans for each layer of reinforcing, wall elevations, and column or pier schedules and details. Develop details to show proper fit andTi arrangement of reinforcing. Show locations of bar splices, splice lengths, and bar .;; cutoff points on placement drawings. Show clear concrete cover over reinforcing. ;,"; t� .f 1 t� i�7,•r'r•' C5-4199-00 03310-5 CONCRETE WORK RO—3/19/01 ' �.nya,>. ., ,{,1.W+M .••e•• ^`r^M.vpHSnsivN Cnf}bhtis[tJar'fr�Ye.;enor S 'r--^•• ws+nxsa+AwrfMr` t. t '`*1 1 1'*�wpa!y�b!14 3s4r�`r,� 'r ..ff, fP n��Jt F�1 v w i t,41 f { r;��t i r}�`' c F { s, l�f{ {•r.4+�� f,'�;s.ri{Clfv.;rtA. `'i �� r ts�„'.",+n^�r`i,, '). 't �' ,4 ` Yt .t' i 4 f, ,} t 4 .`.it'•, .r f,?i�`s1^:FY•�fi,.i!.'a �z✓1F/ .� �f( , } i 1I, 1. T 4.i WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI E•' Include type and locations of supports required to maintain position of -, i reinforcement. LJ 2. Shop Drawings, Anchor Bolts and Embedded Material: Prepare and submit shop M drawings to illustrate fabrication and installation of anchor bolts and embedded material required for anchorage or connection of items as detailed or specified in `� a the Contract Documents. Coordinate with bolts or an provided by the ;. ,,:.,;..,,,r,, ' structural steel, or precast concrete fabricator(s). '`` `'' ' E. Shop Drawings - Submittal: Contractor shall review and approve the submittals before transmitting to the Engineer. Submit shop drawings in phases to expedite review and release for fabrication and construction. The Contractor's review indicates his verification of and responsibility for: C� 1. Reinforcing, anchor bolts and embedded material - Quality and Strength. ,<.. 2. Field measurements. �-•� , 3. Construction Criteria. : 4. Required Performance and Conformance to Design Criteria. 5. Interface coordination with other construction. b. Quantities. 7. Accuracy and dimensioning. 8. Location of anchor bolts and embedded material. 9. Verification that shop drawings have been checked. 10. Verification that submittal includes all information required by Contract : >.`:'•{` r: Documents. ,4 ngineer will review submitted shop drawings and F. Shop Drawings - Owner's Review: E apply review stamp for conformance to Contract Documents and general design' -,cr,•,,,,ai.,, .,!• 1,. features as follows: 1. Material designation and description. I oit*� 'Y,%,:t�lit'll"i1,iphlf 2. Member size and configuration. 3. Reinforcing bars-number and size. 4. Anchor bolt types and sizes. ,k.. } 5. General control dimensions. .......... D.. G. Should it become evident that the shop drawings have been submitted to the Owners Vii• z. '..`'t. with signs of not having been properly checked they will be returned without review, and will be classified as a "non-submittal". H. Deviations from Contract Documents will not be reviewed unless a request in writing is 7 ion before shop drawing submittal. � made by the Contractor for approval of the deviation p g r. 1. Shop Drawing Changes: Review on resubmission will cover only designated changes l.•"k ; on the previous submittal or those clearly identified by encirclement.'• lj Jli C5-4199-00 4+ . 03310-6 CONCRETE WORK;. fJ RO-3/19/01 „r t �. P ,w�u, o-,,,,.»_ 4 uw.Nk'key'dM'a1MCt^Uofa4f�kYrc'M'•"'r" � r'. ix.t In. f. �'t t 1 t,�ji'��%':< red 4�l 7177,^. r -^ """^,r!^I^irW"' t r 4 c t 7� �1 lf�. fr1r�`i l✓rvr��.<il t 4t:�'1 f 7,,k t f' } ' !� 1 .1 ytr i °,it c�ti,�r�3!'{Y. ,�r'7' '� , ��l j'< rat�. a Y�r,: j f rt t:f�ra r <' :i ( ) t .} r- i, �• Il�.'k^t< i (. i 't. 7li�e"Ni'��?+a•''s,. t}, ��,� tl'.'pl it t e t tl � t '� r. ''3"�tr ltt. a��+,`rl*• ' ,•t xi�.J)�'�C+ rik e t�.t ` a{ � t r �. { + !� !t`i�'t��{f ttny ii'Y'�j� ,fx. dF { v PX #�•; tit kr.ri'��rY.{xl�r�P ��,,�y�7,i sr• `a��,�� ` 1 ' ' I. `• �',,• 1 t f # ( 3{ li•ISM� :, a t „ . .� , �t ...,, P.C.Mi lr.•l:AryV•^HM.19.....,.1• .•...t u •S5 . } n»la,Wrlkrmrxeh.:d,:1k• tM.,!0!cr:9Y t:',1rr>.rr,<n........ ..... .. .......... ., 1 1{+ ,• � t r i lj WATER POLLUTION CONTROL FACILI'T'Y EXPANSION CITY OF JEFFERSON, MISSOURI F J. When corrections or changes are noted on the shop drawings during review and the Contractor feels these are beyond the scope of the Contract Documents and will result y p in an extra cost to the Owner, he shall call these items to the attention of the Engineer ` for written authorization before proceeding with these corrections or changes. •M� K. Samples: Submit samples of the following materials with material names, certifications, sources and descriptions: 1. Waterstop(6 inches). 2. Reinforcing Coupler. L. L. Concrete Mix Reports: Submit reports for each concrete mix type that contains the information required in Paragraph: PROPORTIONING AND DESIGN OF MIXES at least 15 days before placing concrete. C M. M. Material Certificates: At least 15 days prior to submitting concrete mix reports, provide material certificates signed by manufacturer and Contractor, certifying that ; each material item listed in "PART 2 - PRODUCTS" complies 'with, or exceeds, ;� requirements. '., specified req iz a-vlt z k,, 1.7 DELIVERY, STORAGE, AND HANDLING ' A. Deliver manufactured materials in original, unopened containers or bundles with labels informing about manufacturer, product name and designation, color, expiration period for use, curing time, and mixing instructions. B. Store and handle materials to prevent their deterioration or damage due to moisture, sf 1 nr. temperature changes, contaminants,or other causes. C. Delivery of Ready-Mix Concrete: Each truck entering the Construction Site shall have tickets certifying the mix type, quantity and weight of each ingredient, water added and ' r water in aggregates must be included. PART 2 - PRODUCTS 'lt:•:4 r � ,'� r �fEFi=, 2.1 FORM MATERIALS r A. General: Use materials suitable for exterior exposure and which have the strength to produce required tolerances and that do not exceed the roughness of dressed lumber or U.S. Product Standard PS-1 "B-B Concrete Form Plywood", unless otherwise shown -, "t or approved by the Engineer. t ..; r�};;� ,•,� B, Form Facing in Contact with Concrete: Wood, wood products, metal or plastics ! capable of producing the specified finish, and that will not react with fresh concrete to v 03310-7 CONCRETE WORK C5-4199-00 RO—3/19/01 r U 'ft! r� r .,..,,,,r,,,,w.•.,..nrr< anrw.c.>.n ......r .I t wra.,axwwxrvw, maa rt 7 r r r i y iry y -tSdya t �`f SKI✓�t!�'PVn�7�''t��i�i+ ��',I�yl, :'�5� ` ,1 I t � I 1 r .t r 1' µt, a a1;)tk t t.4�� ,•'. ..9 e't•"f�€� ijl + i 5.:'. .t•, 1 P '{.I t .r �[ .. .f., ty ti 3�.�s12 $lrY�i`iryi S 1 �R'. Z i , 4 r •! � H :t. fJ. .T` ' • f 1f J. 17 1 SR )7`dJ r } 1 t t: `: { � .... i'. . r• 1 5 t ..1 t 1.t i , 4t } i 51 i'! 7• .l a list 1 t �� " i t {!• l t. 7 F WATER POLLUTION CONTROL FACILITY EXPANSION TI CITY OF JEFFERSON,MISSOURI i or durability in hardened concrete. Do not use materials that will r cause loss of strength h' � stain concrete surfaces exposed to view. C. Form Release Agents: Commercial formulation form-release agent compounds that will not bond with, stain or adversely affect concrete surfaces, and will not impair `f t� subsequent treatments of concrete surfaces. certification that the form release agent is compatible with admixtures and 1. Submit ce applied finishes. A D. Form Ties: Factory-fabricated, adjustable-length, removable or snap-off metal form ties, designed to prevent form deflection, and that will not spall concrete surfaces upon removal. Wire ties or common bolts will not be permitted. � � removable cones 1-1/2 � 1. Where concrete is to be left exposed, provide ties with remo j inches deep and not more than 1-1/4 inches in diameter leaving no metal closer ,f i than 1-1/2 inches from finished concrete surface,unless otherwise shown. �. 2. Provide ties with a water seal washer for retaining walls, basement walls,pit walls rt I and other liquid containing structures. 2.2 REINFORCING MATERIALS M A615, Grade 60 deformed, unless otherwise indicated A. Reinforcing Bars: AST ' Shop fabricate all reinforcement to the fullest extent practical. Limit field fabrication to r uncoated bars, sizes 4 and smaller. fl ASTM A82, plain, d Embedded items: B. Steel Wire for Securing Reinforcing Bars an cold-drawn, 16-1/2 gauge or heavier steel. C. Supports for Reinforcement: Provide supports for reinforcement as recommended by Standard Practice". CRSI Manual of where a supports with sand plates or horizontal rLmners 1. For slabs-on-grade, use pp '�'f" base material will not support chair legs. 2. For exposed-to-view concrete surfaces, where legs of supports are in contact with forms, provide supports which are all plastic or which have legs which are plasticr�s,`3 with CRSI Class 1 Maximum Protection. Select color of protected, complying plastic resin to match color of ete. tN ''""�i ' 'r concr D. Threaded Mechanical Connectors for Reinforcing 1. Lenton Threaded Couplers by ERICO Products Co., or equal, that provide 12 t ;.. f strength of the bar. �ISOM`cent of ield streng per y 7.. Dowel Bar or Coupler Splicer System, as applicable, by Richmond Screw Anchor of the bar.ercent of yield strength r` equal,that p " Comp provides 125 Company, or eq � ;� �,.,�: art• 03310-$ CONCRETE WORK �r " C5-4199-00 RO— 3/19/01 3 �J: A��-•5, w our.awgeanw"^�"`.r"" t. 3. t: �".c'`-�'�{iryK"yje,F'^(( 4; TAlt�$J t ,,. _ r-r. h.vNtx�ta4Lwt4+HiKAY.'NV.wM.:+.^`^.f`.. i , t�k e�ty t\'('J��,�j'>• S hssft i)§fr i J y {v y , .{!! ; / .i , � •+.1' �' r.7 ' ri4�f'.2 � � �,,,AE kt�(Y:St ? t !� s y.' .•t t..'•t ' 3. Iz'S�F �s<r�� t i.y. '1 .. .. '}'.. 'I rS,t�,�t�,�• 11. .(i3.tY R.,f�' f I 1 y,y . .: V T .r .,1M,M15. wn.hr•.-. .wv.v... .r WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI E. Dowel Bar Substitution: Richmond Dowel Bar Substitution by Richmond. Screw Anchor Co., Inc., or approved equal. Provide protective plastic cap or plug for each ' dowel. 2.3 CONCRETE MATERIALS A. Portland Cement: ASTM C150, Type II for all structures except Administration Building. ASTM C150, Type I for Administration Building. 1. Use one brand of cement throughout project, unless otherwise acceptable to the Engineer. B. Normal Weight Aggregates: Provide non-alkali-reactive aggregates of the types and sizes specified from a single, State-approved source for each concrete mix design. ! ' 1. Fine Aggregate: Natural sand conforming to ASTM C33. Do not use sand containing coal and lignite in excess of 0.25 percent of total sample weight. 2. Coarse Aggregate: Gravel or crushed stone conforming to ASTM C33, For aggregate size, see Paragraph: REQUIRED CONCRETE MIX TYPES. a. I C. Water: Potable. ,.. D. Air-Entraining Admixture: ASTM C260; formulation to suit project. f 1. When an air-entraining admixture is used with a super-plasticizer, submit written L confirmation of the compatibility with superplasticizer. " E. Water-Reducing Admixture: ASTM C494, Type A. j F. Water-Reducing and Retarding Admixtures: ASTM C494, Type D. r 1. When water-reducing and -retarding admixtures are used with superplasticizers, ' submit written certification of compatibility with superplasticizer. G. Non-Chloride, Non-Corrosive Accelerators: ASTM C494, 'Type C or E; chloride ion content not to exceed 100 ppm; Euco "Accelguard 80", by The Euclid Chemical "Polarset Accelerator", b Grace Construction Products; "Pozzutec 20", byi� Company; Y Master Builders, or equal. ..� H. High Range Water Reducing Admixture (Superplasticizers)• Site Added: ASTM C494 Type F; "Eucon 37", by The Euclid Chemical Co.; "Sikament 86", by Sika Chemical Corp.; "Melment", by Gifford Hill, or equal. I. Prohibited Admixtures: Calcium chloride or admixtures containing more than 0.3 .:r•... \I t�ilk • ; ;;.,; ;,,L;, percent chloride ions are not permitted. Provide written confirmation of the chloride ..,, ion content from each admixture manufacturer prior to submittal of Concrete Mix Reports. C54199-00 03310-9 CONCRETE WORK .'� RO—3/19/01 '`r,, '2'1/ " .e { {3I lydiY7N7 >`.wunv +r,.wnrv.„,..e.w,p.,w...-. •• .rvr,.r a..yr.r4tY.hv(OStrk7rbl�YY'4 �' {I�1�Q.)c,F y� •i dh'+ t'�'"�""ytry'tit#r•CY.K3�rf1(fX'f�b'4'bS�1'R(+�S'1fT+l'F�£a4� w '�' , r. :+'. S .. t 4'i.�t k :r;r ' ,,.. .a»asp•;..,.',:. ,. .... . 1tFePA»4M HIhv..w5t.nn-.+l... .+ ... ..•. i, WATER POLLUTION CONTROL,FACILITY EXPANSION � r CITY OF JEFFERSON,MISSOURI w J. Mutual Compatibility: For each admixture proposed for a given concrete mix, provide written certification of compatibility with each other admixture proposed for that same , mix. I rn 2.4 RELATED MATERIALS G.1+ r:. A, Waterstops: Provide centerbulb-type PVC waterstops complying with Corps of xr Engineers CRD-0572, 3/8-inch minimum thickness, 6" wide at wall to slab k , construction joints, 9" at other joints. B. Moisture Barrier: Criffol n T-65 Vapor Barrier consisting of 3-ply non-woven nylon reinforced high-density rubber modified copolymer laminate sheet having a uniform Ql!. tear resistance in all directions of 135 psf when tested in accordance with Federal Standard 406, Method 1121 (Hook Test), decay resistant when tested in accordance i with ASTM E154. C. Asphaltic Tape: Double sided Asphalt Impregnated Tape, 1-1/2 inches wide suitable ' for bonding moisture barrier laps. D. Penetrating Sealer: Water repelling silane (or siloxane) coating for concrete exposed to view; resistant to salts, de-icer chemicals, moisture and acids; clear and non yellowing-) �- Y g� :..,,.., . horizontal and vertical penetration; suitable for hori �� capable of 1/8-inch minimum p •i applications; and possessing the following characteristics: •`�' �`"`''{ 1. "No Scaling" after 50 cycles as compared to untreated concrete when tested by1.a<<•?;' "'` ASTM C672; '.i 2. 90 percent minimum reduction in chloride ion penetration at 1/2 inch compared to untreated concrete by AASHTO T259 nonabrasion resistance of chloride ion , penetration test. Y' 3. 92 percent reduction in chloride ingress by FHWA/RD-81/119 Rapid Permeability Test compared to untreated concrete. j 4. 93 percent reduction in chloride ion absorption by NCIIRP 244, Southern G f Exposure Test procedures compared to untreated concrete. 5. No appreciable effect on skid resistance compared to untreated concrete when i., ',;,,•� tested by ASTM E303. S 6. Submit certified independent test results which demonstrate conformance to the above requirements. Provide a 5-year warranty against water penetration through sound concrete and concrete spalling or damage from freeze-thaw cycles or penetration of chlorides. complying with E. Moisture-Retaining Cover for Concrete Curing: One of the following ASTM C171: 1IJ' 1. Waterproof sheet material reinforced in both directions. ,Glf f >r r 2. Polyethylene film-opaque white, .006-inch (6 mils)thick. 3. Polyethylene-coated burlap. OJI 41�zC5-4199-00 03310-10 CONCRETE WORKRO—3/19/01 � c _ r ...,.(„ wnr:,caw•ctA; rq•,war r. (S t ; is� } ,.� j�br so i t aryl � '_� t}4`1 ': ;'.` fi. , f', ;:. '' ` t'• '=r i,�fsir'' wti . t t o. �t� S�€yn.; Z��! (•o r � 3 4 �...; yfll't!°r, tl ti..��x�.4��5.'^ 1�17�1p.4 fir. ,tif�r wy I r 4 y r Vii' ,.i, 7 '':: 'r � ..t ,' ��• .. � ,rte rEr?t.......�S:h1R'+WfS'.t;NF.,rir+CA"t.hY4 V,++Mr+'+�i+.,:..l a...s,�'(y CJ;k _u+uwt.,w+C1M•A•:14:r;'1"1iJ�k'3. MM'ptl'YhNUS+r,Y. n ..........:J.. .. .. ....u...... ...,v...,r.,. ,.r.. ...,, w . ...r,........... .. ..........,.. r �� '+: f ` 1 s WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI h:° a F. Absorptive Cover: Burlap cloth made from jute or kenaf weighing approximately 9 oz ' per sq yd complying with AASHTO M182,Class 3. G. Membrane-Forming Curing Compound: ASTM C309, Type 1, Class B. Compound �; 4 shall form a uniform continuous coherent film that will not check, crack, or peel. ''• a H. Bonding Agent: Film-forming, freeze-thaw resistant material suitable for exterior or ► `d ' jX` - :. p spray application. interior exposure and brush or 1 "Everbond", by Construction Chemicals. �"° '�'"�°• 2. "Euco Weld",by Euclid Chemical. 3. "Weldcrete", by Larsen Products Corp. 4. or equal. I. Epoxy Adhesive: A two-component compound, 100 percent solids, 100 percent a t, reactive and suitable for use on dry or damp surfaces. 7 ox No. 460MV for normal conditions) or No. 620MV (for cold 1. Euco Epoxy ( rJ applications)", y r" b The Euclid Chemical Company. fs i 2. "Sikadur 32 Hi-Mod", by Sika Chemical Corporation. 3, "Permunite",by L&M Construction Chemicals. 4. or equal. f. F'K t stainless steel; provide either round or J. Smooth Steel Dowels: ASTM A276, Type 304 s p square as shown on the drawings; include 1/8" compressible filler material around one :1 end and on sides for square dowels. {` s K. Expansion Anchors: "Trubolt Wedge Anchor" by Ramset Fastening Systems; "Standard Kwik Bolt II" by Hilti Fastening Systems; "Maxi�Bolt" by Drillco Devices; 4 i or equal. L. Vapor Barrier: 8-mil polyethylene sheet. ;r,,t trt 2.5 DOWEL GROUTING A. Drilled Dowels: !.{ -,•14 r ' ^J � r7 Horizontal Application: "SIKADUR 32 HI-MOD" by SIKA Corporation or 4 a7;s approved equal. 1, T3 2, Vertical or Overhead Application: "SIKADUR 31 HI-MOD" by SIKA `h Corporation or approved equal. 2.6 PROPORTIONING AND DESIGN OF MIXES le L•,,.y proportions of cement, `;ft A. General: Using materials that will be used in the work, establish coarse and fine aggregates, water, and admixtures to produce the properties specified C54199-00 03310-11 CONCRETE WORK RO—3/19/01 �h }�� .. .> +•.,- wra+Km+w.+r^""""'. -..,••'�.7,�..�.WIV>tn:M�+?fw",'"•"".^rrer�,••+'+....1.�57'S�t •:� r.,F 7.1'�t Yi7!G? y: rMwnrr.�nns;ncXlwc+mXtena+¢+ t t t �r,y{;.t;or.t:};,=�' ••}."'N7�rkGG�i��V�..`S��d$��'�$� ;��$��Ak` rA'�^+�, �'f �+ ,, .rtt�r+ •w,irr,, .r:f. ��'',t�,�;:+'ya C'. G ,k�;,Z � t} 5 i ,l Y ltY i , l ,c; , \ j }.qtr. •p i?(. .c!%� t�t,�: st.,f�fk{"i{ti'', i� �itir�ti. Zs..,�tti � t t 'r� r ',,, t •b ',� }' Jiio��i f` r t r ,� aYt' r 7 ' �tfkj�� 5t f f. �1. t J ,'.. ,.: t.s i�� 'ltty t� ti, i.iy� jai •'t !.r 5 'hti9ser S}1 �r rNt r t 1.�,:• } �r� q ' t a e .i tt . r �_ts { ��iI ,7 f,y7 �m'i Y� � 1 t 7 t t �?• x , Jj f 4 �S S. S�, r r r r. WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI r- for each concrete mix type based on methods described in ACI 318. Substantiate t,:f attainment of all specified properties by designated ASTM test methods. Provide concrete that has 28-day compressive strengths that exceed the specified design strength (f c) in accordance with ACI 318. Use admixtures in accordance with manufacturer's directions. Use amounts of water-reducing admixture that will permit the use of 5 to 10 percent less water to produce the specified slump. The slumps specified are the slumps required at the point of discharge from delivery trucks. B. Supterplasticized Concrete Mixes: Proportion mixes that will contain superplasticizers by the ACI 318 Laboratory Trial Batch Method to meet the performance required for the specific mix type, except proportion mixes to have no more than 3-inch slumpA+;fay�; c�zskh' before superplasticizer is added, unless otherwise specified. Select superplasticizer dosage rate to provide slumps no greater than 7 inches, unless otherwise specified. Follow manufacturer's recommendations for dosage rates, mixing time, and compatibility with other admixtures. 1. Obtain instructions from the manufacturer of the superplasticizer admixture relative to the quantity of superplasticizer necessary to produce 5-inch 6-inch ?';'<;:'s:r` `,;;;.,,.,'.• 7-inch and 8-inch slumps and adjustments in dosages to maintain desired slumps C, and setting times with varying air temperature and humidity and concrete temperature. 2. When not specifically required herein, superplasticizers may be used in the specified mix types upon written approval from the Engineer. C. Mix Reports: Provide written concrete mix reports that contain the following information for each mix type: 1. Mix type and intended location in the structure and the method of concrete placement for which the mix is proportioned. rock maximum size and gradation, and if 2. Coarse aggregate source of supply, type g dry 't; -rodded weight per cubic foot. Sand source of supply, gradation, and fineness ' modulus. 3. Tests of aggregates, or certificates demonstrating compliance with specified ! requirements-ASTM C33. 4. Brand and type of cement. :-+� 5. Dry weights of cement, sand and coarse aggregate per cu yd of concrete. .,. ,p. 6. Amounts of each admixture per cu yd of concrete; include manufacturer's Ma trK#k ,t instructions and certificates of compatibility. ] 7. Water-cement ratio. ,j 8. Slump - ASTM C143. t } 9. Mix consistency and workability for anticipated conditions of placement. Ell 10. Entrained air content-ASTM C231. `.� strength ''a�"�^ ' Cat•,�, 11. Standard deviation for concrete production facility and associated required greater than the design strength, fc. Determine standard deviation from •,'+rr: '' !, i Ai C54199-00 03310-12 CONCRETE WORK RO—3/19/01 '{sad ,}'..'^"? ,7^'•' i, `","""`"w'aawN,rYVrgs+r.:vr...' .,..wnu,`•�au,SA'»it�99h�1�'�a,�.....^ ...,�t r, r —•�'..,.'{ -�.; '4 (.. t f t s t �3 t ' a, r Wdm," T: a �; .,r. .»,._.,., .,,•. .:... ,.,, :.ra ,;,.:.. ,:.,.; . .........••„ ... .......:...: ..+...x.ri.'!.. ...73 ,..7 Eti.f;./.i.x'n{utf,x,.u,r4..*,Y,.wwi«.,.•..,,. z Yr� t ids<' tf , + ....y.i»matit>`a»t"".�.s4 Yfsta •/d.!�'.fk �, o�».,at,•«r;, ... .. .. S .,a < �;�4I'+ WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI i. concrete produced and tested within the 12 months preceding first concrete {{ placement Refer to ACI 318-95, Paragraph 5.3.1, 12. For proportions established by laboratory trial batches, provide the curve establishing the relationship between water-cement ratio and compressive strength required by ACI 318-95, Paragraph 5.3.3.2, and compressive strength developed at 7 days and 28 days from three compressive strength tests, made in accordance �e3 with ASTM C39, for each mix type and each 7-and 28-day test. ? 13. For proportions established by field experience, provide, for each mix type, '.;"; ,� , compressive strengths developed at 7 and 28 days from thirty compressive Mixes strength tests made by a testing laboratory meeting specified requirem ents. proportioned on this basis will be considered for acceptance only if the specimens tested are from mixes that are identical to the mixes that will be used in the work fI for this Project, D. Required Concrete Mix Types and Qualities: Use the following mix types at the locations indicated below and where indicated in other specification sections by reference: 4 f 1. Mix RI All concrete work unless specified otherwise. f c = 4000 psi; normal weight; Type I or II cement; coarse aggregate size 57, 1-inch maximum; air entrainment 5-1/2 percent; water-reducing admixture; slump 4 inches,water/cement ratio not to exceed 0.45. 2. Mix R2—For Mat Foundation and walls 30" thick and greater. '"''' `4' f = 4000 psi; normal weight; Type II cement, coarse aggregate size; blend of 45 percent size No. 467, 1-1/2-inch maximum size with 55 percent size No. 67, /a-inch maximum; air entrainment 5-1/2 percent; water-reducing admixture; slump 3 inches; 0.45 maximum water/cement ratio; fine aggregate 33 to 42 percent of total aggregate by weight. Concrete temperature at time of placement Ip, shall not exceed 80 degrees F. u 3. Mix R2 -Mud slab and Fill Concrete Pc = 2500 psi; normal weight; coarse aggregate size No. 57 1" maximum; air entrainment 6 percent by volume; .54 maximum water/cement ratio; slump 4". ^- '` •.. E. Adjustment to Concrete Mixes: Mix design adjustments previously prepared for the }' ' `'• ' f -r required Concrete Mix Types and Qualities may be requested by Contractor when k characteristics of materials,job conditions, weather, test results, or other circumstancesk: n.- warrant. All additional costs associated with preparing and testing adjusted mixt{.s I ir4 t ' designs an d for adjusted mix design concrete used in the work are the responsibility of .° r and no additional costs related to Contractor requested mix adjustments '�`� {} the Contractor q J will be accepted by the Owner or Engineer. Laboratory test data for revised mix design CONCRETE WORKy C5-4199-00 03310-13 ` ` RO—3/19/01 t1� Erin ?. =�vwa�7W3'�Y`�f�i� �k•� S��l�i �"i'�m`tb7:'Stl`'N',�e :.. � f r .�, idi� .� s'ti •—wnww+wru.uw++t.tisa.n,av w,...+.+— kWtAGTbG y��},� 'dpi s: 'i x� � r .; / ,• .... . i.. C .s a t tip+t�f 1.++;t ¢%4•{ .i let` �• .......... WATER POLLUTION CONTROL FACILITY EXPANSION i CITY OF JEFFERSON,MISSOURI and strength results must be submitted and must have been accepted by Engineer before they can be used in the work. ` 2.7 CONCRETE MIXING pt` A. General: Use ready-mix concrete produced at facilities meeting certification ' + f 1 requirements of the National Ready-Mix Concrete Association, and that complies with requirements specified, and ASTM C94. Add each admixture separately to the mix 'Y :I unless otherwise recommended by admixture manufacturers. Provide delivery tickets "' which conform to ASTM C94 and includes readings of revolution counter at the first xy;'Y�Y;r,".•, addition of water and type, brand, and batch weight of each material. Do not add waterY� to the mix after batching, unless permitted by the Engineer. B. Adding Superplasticizer: Comply with manufacturer's printed recommendations. Add ' f Type F superplasticizers at construction site. PART 3 -EXECUTION y 3.1 GENERAL A. Limit concrete placements to 60 feet in any direction, unless otherwise directed by the ' Engineer. Submit schedule of concrete placements and locations of construction joints j when requesting review of reinforcing steel submittals. Allow minimum 7 days curing between adjacent placements, unless otherwise directed by the Engineer. Construction joint locations must be approved by the Design Engineer, r `'' '"t .. B. Slab Slopes: Place formwork and finish concrete to provide slab surfaces that meet the elevations and grades necessary to provide complete drainage. Immediately after curing slab verify by a slab survey that proper slab grades have been provided and certify in writing to the Engineer that required grades have been achieved within I allowable tolerances. Make corrections or replacements necessary if required grades '{ "'.. sy-,ri,•:<, ;;'; are not met. All such corrections must have Engineers approval prior to ;,' <; #s• ` implementation. 3.2 FORMS A. Provide, erect, support, brace and maintain formwork and shoring to safely support vertical and lateral loads caused by concrete placement and other loads that might be applied until such loads can be supported by the hardened concrete structure. Evaluate ¢"} the effects of varying fluid pressures created on formwork by concretes of various :'{,� �k; �,t I slumps used in the work. Construct and adjust formwork so concrete members and ; �',ir structures are of correct size, shape, alignment, elevation and position in the finished °Y structure. Refer to recommendations in ACI 347. Construct formwork to produce concrete work within tolerances suggested in ACI 347. ctvfiy y' C54199-00 03310-14 CONCRETE WORK RO—3/19/01 ";, ;�• `'1' tt< .tv' r ., .,�^'--.•q�..rta�r+cavnt+�slxcrvca. a.ww+.,+rwl,'rrWx9ti337i'Pa�t�'w r -"---w,w!r,a� { �� f� �y,. �� 3+.;. 4 r 2' + f,.` i +• _ .7 •� , t..x,��t��r,{�j IFS{�'2� f-yi'S2i,iP3;,� ,�i�?DA' '1` 1 ,: !f 1 { # 2r f t f}off.f i(1'�t{� Yj�'+"��iY, 5 `• 'I. r: t ..�.r.N.wnn. .a..a,ew,a,.r.•,.. ....'. ..::.'....:..,t .e.. ...r..::.....:...9'+t,rr ^.e. ........sr r... .r. s,-.,.n.,., n V .>, n+, ^I tt tl xHxr... t F �. WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI B. Use selected materials to obtain required finishes. Solidly butt joints and provide back-up at joints to prevent leakage of cement paste. is C. Fabricate forms for easy removal without hammering or prying against concrete t surfaces. Provide crush plates or wrecking plates where stripping may damage cast concrete surfaces. Kerf wood inserts for forming keyways, reglets, and recesses, to allow easy removal. Make provisions in formwork D. M p k to permit removal of debris from interior form spaces. Locate temporary openings in forms at inconspicuous locations. 'w E. Chamfer exposed corners and edges as indicated on Drawings, using chanifer strips fabricated to produce uniform smooth lines and tight edge joints. 4 I F. Provide groove strip on form at control joint lines and construction joints used in lieu of control joints. Provide groove strip at horizontal joints resulting from concrete placement limits. f G. Use form ties in arrangements, numbers and sizes to resist lateral pressures exerted b j fresh concrete and to prevent form deflection. H. Provisions for Other Trades: Provide openings in concrete formwork to accommodate work of other trades. Determine size and location of ' openings,s recesses and chases from trades providing such items. Accurately place and ' securely support items built into forms. I . � Cleaning I j ng and Tightening: Thoroughly clean forms and adjacent surfaces to receive concrete. Remove chips, wood sawdust dirt or other debris before concrete is placed. Retighten forms and bracing after concrete placement if required to eliminate mortar leaks and maintain proper alignment c j 3.3 FABRICATING AND PLACING REINFORCEMENT A. Fabricate and place reinforcement as shown on approved shop drawings and in 1 accordance with ACI 318. Bend bars cold using an approved mandrel. Use splices only as required and shown on shop drawings. B. Comply with Concrete Reinforcing Steel Institute's "Recommended Practice for Placing Reinforcing Bars", for details and methods of reinforcement placement and supports, and as herein specified. C. Clean reinforcement of loose rust and mill scale, earth, ice, and other materials which reduce or destroy bond with concrete. D. Accurately position and support reinforcement in positions shown; use metal chairs r., . runners, bolsters, spacers, and hangers, as required. Arrange, space and securely tie =: C54199-00 03310-15 CONCRETE WORK RO—3/19/01 a;. Jf}.,�t!!'��• R. yqy yya Rupp )f:t 7 .iE+ � 71 S •t• isi�yur!'{s,Y.ri'T�rtTTx�'+x'r1> 0+Yt'�•fiMthMfW+a.r- t ^'-�+•..h Vk�rrlrslfl lww4s'W'uunaxnn.a+.xw..nr.o-- '(:s'. ..wwwL'V4tYphM'jj�p t ))t''t Sf1t t �r , ry z. WATER POLLUTION CONTROL,FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI i bars and bar supports to hold reinforcement in position during concrete placement operations. Set wire ties so ends are directed into concrete, not toward exposed concrete surfaces. E. Reinforcing couplers may be used in place of lap splices shown on the Drawings at i Contractor's option,and only with the approval of the Design Engineer of Record. 3.4 JOINTS ,i V j1,;�r'��y• A. General: Locate and construct control, constriction, and isolation joints as shown and detailed on Drawings. Where joints are not located on the Drawings, follow they >'.fir %';^y requirements given herein. Protect joints from intrusion of foreign matter. ? 1. Groove slab at all control and construction joints. Grooving may be done by saw ',,F cutting for slab-on-grade construction, within 4 to 12 hours after the slab has been ` placed and finished. Make joint 1/4-inch wide and 1/4 of the slab thickness deep (� with a minimum of I inch. B. Construction Joints: Place construction joints perpendicular to the main reinforcement. .,� Continue reinforcement across construction joints, unless otherwise shown or indicated ' herein. Limit the length between construction joints in walls and grade beams to 60 feet. Limit slab areas between construction joints to 60 feet in any direction. --, ,y:.:,T('}°;`u�+,;,;. ?� 1. Walls: Provide 1-1/2-inch deep keyway in walls. Make keyway width equal to 1/3 of total width. „ r fy, '}3'14 C. Locate and install construction joints, which are not shown, so as not to impair strength and appearance of the structure, and as acceptable to the Design Engineer. Where w; construction joints are located off a control joint line, continue all reinforcing through "z. the joint. Clean the previously formed surface to remove laitance; and, roughened to an i 41 y. amplitude of 1/4 inch,unless keyed. Wet or coat interface surface with a bonding agent - before placing adjacent concrete. i'` ffi D. Control Joints: Provide control joints in walls to allow shrinkage to occur at fixed 1 t,�+151 t i increments of length. Allow shrinkage cracking at these joints by grooving of the concrete face or surface and reduction of reinforcing through the joint. ' E. Joints in Form Cast Members: Locate joints in slabs and beams cast in forms above grade to maintain integrity of the structure and meet requirements of ACI 318. Jointk ,, locations must be approved by the Design Engineer. " '; - t :`, '. 3.5 JOINT MATERIALS AND MOISTURE BARRIERS A. Waterstops: Provide waterstops in construction joints and control joints where ,, `w1+ ? r } t.l;ipf't• e 4v�+}stiff. indicated on Drawings to form a continuous diaphragm in each joint. Fabricate fiel . f joints in waterstops in accordance with manufacturer's printed instructions and use 1 CS-4199-00 03310-16 CONCRETE WORK �..,.� 71 RO—3/19/01 1 _._ - •-...-'..w .t:try', ♦��_ 'T } .+•.T^..-,rn^" t1 ,fin �'rT'w*rtk,Yif(A11AO!xXWYf4�,�"'VeY,., � wrrvw Xmq,yt�`HJYl�11�i•16fJttfJARw` t )'' f{l. .,:'.i:V4 t',.�MP n 1, � i r � ', r� �;sy lr��.;i<v,+�.�r' l� �Y(. .R, , t s -S i i c �`'i1�7'�i,11.° M 1 r �� ' ? t �i b hr tt �.tuv t`ri.# it„'+i +� � �� s` f la l o f_°`� 1S i7ZSi�t� t r' w t ....,.«.v.4•.nt'liit «iYr•14'GM tb\rtr'rtit..,^.s ........,.. ._.. .. -...,,r. o :... .. , .. -.,r r. � t i.: �t+ ;S. ..... ..... .. ... ,., rt .."t:!t WI^Y'f1 f'•its'+Y`,r>S F.. "rt v e a nhY.,w •r. Y' , f sy WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI manufacturer's prefabricated sections at corners and "T" intersections. Support and { protect exposed waterstops during progress of work. Cut end wall forms to pass the waterstop. Do not fold waterstop against form. The completed joint with waterstop shall provide a watertight bulkhead in the wall or slab. f t B. Coordinate the installation of moisture barriers with placement of forms and reinforcing steel. C. Install moisture barrier as detailed on the drawings and provide a minimum 6-inch '`''x ', f` overlap at joints. Carefiilly fit moisture barrier around service openings. Bond laps together with asphaltic tape. 3.6 INSTALLATION OF EMBEDDED T4F I EMS A. General: Set and build into work anchorage devices and other embedded items ' required for other work that is attached to, or supported by, cast-in-place concrete. Use i setting drawings, diagrams, instructions and directions provided by suppliers of items. Temporarily fill voids in sleeves with readily removable material to prevent entry of .:.'+;`;a`:,. ::'• ` concrete. t t B. Edge Forms and Screed Strips for Slabs: Set edge forms or bulkheads and intermediate screed strips for slabs to obtain required elevations and contours in finished slab j surface. Provide and secure units sufficiently strong to support screed equipment and ' methods. C. Aluminum Embedded Items: Paint all aluminum surfaces in contact with concrete with ` ;r ' a bituminous paint complying with SSPC Paint 12 - Cold Applied Asphaltic Mastic, ' _ 1/8-inch minimum thickness. t } 3.7 PREPARATION OF FORM SURFACES A. Coat contact surfaces of form with a form-release agent before reinforcement is placed. i B. Apply release agent as specified in manufacturer's directions. Do not allow excess I,l4ri r;f 3 release agent to accumulate in forms or to come into contact with concrete surfaces against which fresh concrete will be placed. st �,+;17� l�T �+ C. Coat steel forms with a nonstaining, rust-preventative form oil or otherwise protect J against rusting. 3.8 PREPLACEMENT PREP + ARATION AND INSPECTION (,# A. Before placing concrete, inspect and complete formwork installation, reinforcing steel � and items to be embedded or cast-in. Notify other crafts to permit installation of their `''+ >• 'r�:: work; cooperate with other trades in setting embedded items. Moisten wood forms r ., r,.•. ' immediately before placing concrete where form coatings are not used, except during ;�;;r�� ,; f i CS-4199-0 '$ 0 03310-17 CONCRETE WORKS, �• RO—3/19/01 a.ry A S 71 {�� t ,'rl�Cehp{rNi'( $1i!'ffT�1,�a'til't^RT.•. .' iW''"'m....—.—� - ,,,rracwnnw�rravnn:va+wn .S'TrM"a'ar.V,vMyPIMr*w!T"" F ti�i 7 + x U. _ + ..'s l S f' fl,ths t'i y t,c k�'lf�f}• s. F.h ) '/. n, +.tti:f + k r , ., 'Y 11 t;�� it >a kt •°'yr k5`\!'., 3 a t .i z t;, f. + r +t. x}§ rr nz>>a• �ti�m�rs 1t ,. Grt� <.�s➢i�Y�.r. ,1 :r .rs r ) .{ ,� ' � � �i !.� r ;yt �,i�rn4l�'+�/1 ��';lc;� z~t t�' d .tl > It%�} 4 ,1w }}>f •Si ,f, 9{�?.�Ia Sit.t t tt >v F 1 r.i;7c � - .. - - ` ' t.`, f -i � t �.f,�`• ai"snr'' .. , f. WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI cold weather. Moisten final grade immediately before placing concrete for slab-on- grade,except where slab is cast directly on moisture barrier. B. Verify immediately before placing flatwork concrete, that all reinforcing is secure and ; properly positioned; replace as necessary any support chairs found to be damaged. I 3.9 CONCRETE PLACEMENT A. General: Comply with requirements of ACI 318. Do not use concrete which becomesU nonplastic and unworkable, or does not meet the s pecified mix properties, or which has been.contaminated by foreign materials. Do not use retempered concrete. B. Mixes with Super plasticizer: Do not place super plasticized concrete with slump s .I greater than 7 inches. If super-plasticized concrete slump exceeds 7 inches, the ,i`3`;'.'; ''. concrete may be allowed to sit in a nonrotating mixer up to 10 minutes to allow slump 's adjustment. Greater lengths of sitting time will be allowed only when approved by the Engineer., If the slump does not attain its specified slump limits after the allowed a concrete may not be used in the work unless otherwise approved b i setting time, the y PP Y ,'?�>•,:;,,.,��, the Engineer. r' 1. When superplasticizer is added at site, do not use concrete batches that arrive at the site with slums greater than 3 inches. Add site-added superplasticizer to the concrete mix at the point of delivery through approved truck-mounted dispensers and mix approximately 4 or 5 minutes at mixing speed after introduction of ` l supezplasticizer. Do not use more than two doses of admixture. Follow manufacturer's recommendations for re-dosing. ` C. Conveying Equipment: Keep interior surfaces of conveying equipment free of i hardened concrete, debris, water, snow, ice and other deleterious materials. Do not use P71 } ,,.'•; w' ,!. aluminum for piping or chuting materials. Use 4-inch minimum pipe diameter for m conveying puped concrete. Do not pump concrete used for slabs-on-grade without superplastieizer unless approved by the Engineer. D. Placing Placing Concrete Slabs: Deposit and consolidate concrete slabs in a continuous operation, within limits of construction joints, until the placing of a panel or section is completed. 1• Bring slab surfaces to correct level and strike off; take care to assure positive ',f ZJ drainage of flatwork exposed to weather, especially when slopes are 1/4 inch per rte,, 'r�{ foot or less. Use bull float, dash or highway straightedge to level surface free o£ }u�'� r: i':' Y g Y �; humps or hollows. Do not disturb slab surfaces prior to beginning finishing operations. / f� ,1, 2. Maintain reinforcing and waterstops in proper position during concrete placement a''d� r operations. 03310-18 CONCRETE WORK ' CS-4199-00 -• ' RO— 3/19/01 (*'� i .•+•- ,+—...r'sT,'%; .j. ....rn.+w+e.•.a.�rynau►+wtwtrR«....- +.-..nrrnr!r.y efroi it:LPkY;LC(CiW�+x7Ly'nu'e�wrv*!�',""�"`. t. 1 �'�'�iS. ty } f yli")71�'"1,14�fu f r ntrlee. .d N eFb til, , t+ jFi .. �� r i �s�t,. LisrS 5� r5� $J� • Gti' t .y 1 f � i'„ Jr +'f r S'h 1 sr ' { Y ; y.i ry��.azK,flr rtw`+: �• _j1';�iv1�. Y£ 1 ...n.�a..+rnn/JUiti'171Y.t1.:�l.A.x•U,tviJ:,.,k.n,, , ....s,. ..,.•.. ..... ... ...... ...:.... ...,. ,,..... .. ....... .,r. fs s.. v. ,. .. r+,-.u,".,t,,, , t � 4 -= WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI E. Placing Concrete in Forms: Deposit concrete in forms in horizontal layers not deeper than 24 inches and in a manner to avoid inclined construction joints. Where placement .j consists of several layers, place each layer while preceding layer is still plastic to avoid cold joints. Do not drop concrete freely more than 60 inches for unexposed work, nor more than 36 inches in exposed work. Comply with ACI 303R and ACI 304R. ri h 1. To initiate all wall pours and at any horizontal joint in walls, spread a 1-inch to 2- inch thick layer of cement mortar over damped concrete surface. This mortarA''" shall be a mixture of cement, sand, and water in the same proportions as used in the concrete but with all coarse aggregate omitted. Place fresh concrete before cement mortar has attained its initial set. ' 'ro"x '+ 3i F. Consolidation: Consolidate placed concrete by mechanical vibrating equipment J supplemented by hand-spading, rodding or tamping to provide concrete members free of honeycomb, rock pockets and voids. Do not insert vibrators into lower layers of i concrete that have begun to set. G. Cold Weather Placing: Protect concrete work from physical damage or reduced ''t{ strength which could be caused by frost, freezing actions, or low temperatures. '4 1. When air temperature has fallen to or is expected to fall below 40 degrees F (4 degrees C), uniformly heat water and aggregates as necessary before mixing to ;- obtain a concrete mixture temperature conforming to Table 3.1 of ACI 306 Report --f--• and maintain protection for minimum times as noted in Table 5.3 of ACI 306 +} Report. The rate of cooling should be gradual and should not exceed 40 degrees F per 24-hour following the cessation of heat application. n 3 2. Do not use frozen materials or materials containing ice or snow. Do not place :?,;,,'.y's,, ��y V concrete on frozen subgrade or on subgrade containing frozen materials. 3. Use only the specified non-chloride, non-corrosive accelerator in accordance with manufacturer's recommendations when early set times are needed. F `� 4. Adjust superplasticizer dosage rate as may be necessary during cold weather to r produce concrete with satisfactory finishing qualities. f' 5,•,,. ' H. Hot Weather Placing: Protect concrete work from physical damage when hot weather { conditions exist that would seriously impair quality and strength of concrete. A shorter ' 1M1t''sr mixing and delivery time than specified in ASTM C94 may be required during hot weather. ,; . Y 1. Cool ingredients before mixing as necessary to maintain concrete temperature at time of placement below 90 degrees F (32 degrees Q. Mixing water may be },{,'ati:w,•, .,: chilled, or chopped ice may be used to control temperature provided water equivalent of ice is calculated to total amount of mixing. „t t 2. Cover reinforcing steel with water-soaked burlap if it becomes too hot, so that steel temperature will not exceed the ambient air temperature immediately before : embedment in concrete. t } r" C54199-00 03310-19 CONCRETE WORK RO—3/19/01 .�:?,:;"•'`7il 'tom' `�tz�,ivl!,r%z, f/'fJ° Itt'f^,1 M"�! 4 .�. l,'(n"s1�t1""t'J a� w°t""°' .' orxvn.rrawcw+r�•�+,,nca..-...w,w....... •.r..e+•..newxtnw:rtsF+4GnAtNar>'r ., ts4 t; ,.i., ,,. •.. .�t 'y f 1� f y+?jc s}ttt L'�' �� ,:;,yti x i!1 t{r'� t �i ,.' { : r. s .. } h +,-ty y' 1� ..��i1•{""" 17 r )mot., . ':.�" It � � 11.. F' •' f i _ ..4. i y _ Y t !?t , r' t. ! 4 li .:i, 4 t4 I , ' rt .. WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI 3. Wet forms thoroughly before placing concrete. 4. During dry, windy weather, erect windbreaks and/or sunshades and protect E concrete surface immediately after finishing, using fog sprays to prevent evaporation before curing is applied. ' 5. Use the water-reducing retarding admixture Type D, as required by placing and/or climatic conditions. 1 # 3.10 FINISH OF FORMED SURFACES 1 A. Rough Form Finish: Use for formed concrete surfaces not exposed-to-view in the finish work or hidden by other construction, unless otherwise indicated. Provide ?F?:tY ,< concrete surface having texture imparted by form facing material used, with tie holes I and defective areas repaired and patched and fins and other projections exceeding 1/4- inch in height removed. B. Smooth Form Finish: Use for formed concrete surfaces exposed-to-view, or that are to receive a coating or covering material applied directly to concrete, such a's ' waterproofing, painting or other similar system. Provide as-cast concrete surface l � obtained with form facing material, arranged orderly and symmetrically with a ' minimum of seams. Repair and patch defective areas. Completely remove fins or other projections. Fill all air pockets and voids over 3/8-inch diameter with sand-cement paste. Grind smooth all form offsets or fin marks. Refer to Plans for form liner profile and dimensions. E' ) C. Patching: Patch holes left by form ties and surface defects less than 1-1/2 inches deep �, �.t;,�f';±+,•. ;y�;,.: and 16 sq inches in area with a sand-cement grout. Before placing grout, remove all loose material and apply bonding agent to remaining sound concrete surfaces. Finish patch to match surrounding concrete. Cure patched areas by methods applicable for curing surrounding concrete. a X41,tl!�,'• 1 1. Blend white and grey cements to produce grouts that match color of surrounding concrete exposed to view. 1 2. Patch or repair defective areas of concrete greater than 1-1/2 inches deep or 16 sq inches in area only with materials and methods that provide the strength and durability of surrounding sound concrete and that have been approved by the Engineer. D. Related Unformed Surfaces: At tops of walls horizontal offsets and unformed surfacesf' occurring adjacent to formed surfaces, strike-off smooth and finish with a texture `#"S" `r`''` . a �4+a,.`'bSQ.�iigt+ �5K•y4 a matching adjacent formed surfaces. Continue final surface treatment of formed n� '�t�'a-;r; L >: ? surfaces uniformly across adjacent unformed surfaces,unless otherwise indicated. 1.,. = 3.11 MONOLITHIC SLAB FINISHES +) A. Float Finish: Apply float finish to monolithic slab surfaces to receive trowel finish and {'S:;, ��,�.• r,. other finishes as hereinafter specified. C54199-00 03310-20 CONCRETE WORK :r RO—3/19/01 �l ^'•','T^t •y"T' :.;; .�`'4Mitr,yal5f'Ad'[+K¢RWJ;tnu ^'^ bwYtM'y w.',FCM1t.+if!W»MM.w.,. a ,`n {-x..+w.q�yypp ; ��.f111111 Y fist 1 � r ,y r ) { r S'' , rJ tt r' c•lrl �.� � 5 y�• P 4 �` {,.^ !7: i � � r ' 1!'. S ••"7 � .rl ..u.N.,«rsr.Y.rr,rrlR.11/+t:tIMT't*W.l4.v{fbi.r>.ta,r t. <rv...r.. ... ,••.•. .• .,.r,A f.". {. `};a .�• .t•,fc WATER POLLUTION CONTROL FACILITY EXPANSION 1 ' CITY OF JEFFERSON, MISSOURI 1. After screeding and consolidating concrete slabs, do not work surface until ready :Y for floating. Begin floating when surface water has disappeared and when concrete has stiffened sufficiently to permit floating. Finish slabs to a uniform granular textured surface haOng a section composite plane tolerance of ^x� FF25FL17 Statistical Average Value (SAV), as defined by ASTM E1155. Slope R surfaces uniformly as shown on the Plans. k :4 B. Trowel Finish: Apply trowel finish to monolithic slab surfaces to be exposed-to-view, and slab surfaces to be covered with resilient flooring, paint or other thin film finish coating system. 1. After floating, steel-trowel slab surface to a smooth, even, impervious finish freer.f.,';4;ak,.-~` from trowel marks. Give slab surface a second steel troweling to a burnished t� finish, uniform in texture and appearance, having a section composite plane ' tolerance of FF30FL20 Statistical Average Value (SAV) for slab on grade and 1 FF25 Statistical Average Value (SAV) for elevated slab, as defined by ASTM j El 155. "'1 C. Sealer Finish; Slabs Exposed to View: Apply penetrating sealer to concrete slabsf exposed to view in accordance with manufacturers instructions. Apply penetrating sealer to floors which are at least 28 days old and which have been thoroughly cured `- and are allowed to air dry. Cly�Fh I 3.12 CONCRETE CURING AND PROTECTION A. General: Protect freshly placed concrete from premature drying, excessive cold or hot ,1 r temperatures,rapid temperature changes, and physical damage. B. Start curing as soon as free water has disappeared from concrete surface after placing and finishing. Continue curing for at least 7 days, Avoid rapid drying at end of curing a period. C. Curing Methods: Cure concrete using one or more of the following methods as required for grade and supported slabs: r 1. Keep concrete surface continuously wet by covering with water. `ra` y 2. Apply continuous water-fog spray. 3. Cover concrete surface with specified absorptive cover, thoroughly saturating =f''t' > • .. cover with water and keeping continuously wet. Place absorptive cover to y' provide coverage of concrete surfaces and edges, with 6-inch lap over adjacent absorptive covers. ;+:;k°sir 4. Cover concrete surfaces with moisture-retaining cover for curing concrete, placed in widest practicable width with sides and ends lapped at least 3 inches and sealedt ,41x"t 3 ,f by waterproof tape or adhesive. Immediately repair any holes or tears during i` citing period using cover material and waterproof tape. When this method is C5-4199-00 03310-21 CONCRETE WORK ' •F`':.,. RO—3/19/01 t .. ' • rr'•"n,�puR�� 4"5t: YY I' I1�t.#I�Sii'iSICH'G}Y!,'r"„"' r..w u wu.nvwnww++o 7, ' •'r'r"'w !s!vcr�ryr#P+�NN4iUWh1 � �'771g1iI�TA �i�i{�y j. i `Y f �r `r� I `t :f;jr.d�lya .�,r \�, i.t", ..� rs . r".4`Z �n:•�"+';'i.•`;.{. !f f .:Erj..�,.., �'?a,�i3 (�: . �, ,1. �i }:.;r s J i � .:t, .�, P. •', r `.`' r'. } 1r;"f•{":; .tuil r�:le{'ta .�'�1 §'s ,j::7;, r :RNWi�,>ivw'-rxw-n,r....... ........ . .. .. .........,,rra^ + .,. ,., .. •..... ... .., ..+ .a.,., .r,..n,,. ., .... .... _..,,..i r..an a+• y f rFt }` i,v.+l WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI n used in combination with Method 3, the moisture-retaining sheet is placed over �•...«,' the absorptive cover after being saturated with water. 5. Apply membrane-forming curing compound to concrete surfaces as soon as final y finishing operations are complete (within 2 hours). Apply uniformly in continuous operation by power-spray or roller in accordance with manufacturers directions. Recoat areas subjected to heavy rainfall within 3 hours after initial pedestrian and vehicular traffic and other sources of '''sf;;; application, Prohibit �� >r'il•'.t~`••` �x,: abrasion for at least 72 hours after compound application. Maintain continuity of ' ,�tf,i anti{`•v,±u.Zl6. .'+ coating and repair damage during curing period. Do not use membrane-curing compounds on surfaces which are to be covered with coating material applied '"�"'*� directly to concrete, waterproofing, dampproofing, membrane roofing flooring Y't I .ri.`1J ii painting, and other coatings and finish materials, unless otherwise acceptable to ` Engineer. rs D. Curing Slabs-on-Grade: Use curing Method 1, or Methods 2 and 3 simultaneously, or +f 4 Methods 3 and 4 simultaneously,for a period of 7 days. E' E. Curing Supported Slabs: Use Methods 3, 4 or 5, as applicable. Do not use Method 3 r� for concrete placed on permanent metal decks. MAI F. Curing Formed Surfaces: Cure formed concrete surfaces, including undersides of beams, supported slabs and other similar surfaces, by keeping forms in place, or by the other curing methods as specified for slabs. Shade forms exposed to sun when air temperature exceeds 80 degrees F or keep forms cooled by continuous wetting. If forms are removed prior to full length of curing period, continue curing by Method 5. Awj; r 3.13 SHORES AND SUPPORTS A. Provide shores, supports and bracing for formwork that will perform the following ;} functions: ` 1. Maintain forms in their required positions during concrete placement. l• ='I >:`y` 2. Prevent overstressing permanent structural components. 3. Safely support formwork, concrete, construction and wind loads. {{,�{ 4. Permit vertical adjustments to correct for formwork deflections and settlement r 5 during concrete placement. B. Provide temporary bases for shoring and supports that limit settlements to 1/2 inch and f P ry g PP s 'f that protects the permanent structure at shoring or support bearing points. WER C- ' 3.14 REMOVAL OF SHORING, SUPPORTS AND FORMS ` 4 N S A. Do not remove shoring, supports or forms until the concrete structure has acquired } l sufficient strength to support its own weight and the loads imposed on it. ~` C54199-00 03310-22 CONCRETE WORK RO 3/19/01 ' _ P. ,..w .mrscr +Mnv.sarrr•.^.•. 'i n i4 .:1?( ,I f!'�1.�p�.�p a'�`, Jr•i •t��r3 5��T� ;f„1 5 .,... "rr ) �i'.r., 'c i� !i trllJ�,�...'r..{!��"�• 1',�k 4+�� , ..r t <w aea�rc*cwxces•v.t^n* }. E,Y yi,:✓r, r �. x '`wd?r� r '' ,J � , •3 E I SfSd.n'j;<�tf��} +�U%' t i� yf� �� E {.L+ � f + f }. '.t r •{ ^ f,. �++^t(�,�}n'n tfCj"�yY,lt�k .ra � b tr'1�,. D t M r^r �5�." e+�.� ��{(p�,}}�,�' ;t•(I �tja. 4,{�s�a"•Y } - �•t r nr , k.,4 ,^t ` �� .{ ,��'t`�1� t 1 •'`. y : 47 T ...., ..... .. ..... .. :..,:.,>,. ,,i. .. 1. "A 6;tp WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI ' r B. Carefully remove shoring, supports, forms and bulkheads to prevent spalling concrete 1 surfaces. Remove all forni materials from the concrete structure. 3.15 REMOVAL OF FORMS A. Formwork not supporting weight of concrete, such as sides of beams, walls, columns, and similar parts of the work, may be removed after cumulatively curing at not less i t than 50 degrees F for 24 hours after placing concrete, provided concrete is sufficiently hard to not be damaged by form removal operations, and provided curing and protection � n operations are maintained. B. Formwork supporting weight of concrete, such as beam soffits, slabs and other structural elements, may not be removed in less than 14 days and until concrete has attained minimum design compressive strength, Determine potential compressive strength of in-place concrete by testing field-cured specimens representative of concrete location or members. I C. Form facing material may be removed 4 days after placement if, and only if, shores and other vertical supports have been arranged to permit removal of form facing material +{ without loosening or disturbing shores and supports. C 3' is.A. a �• , , 3.16 RESHORING = ' A. Reshore concrete elements where forms are removed prior to the specified time period. x,l i •, Do not permit elements to deflect or accept loads during form stripping or reshorin P g PP g g• jn;C'allf�.r h�,t st Forms on columns, walls, or other load-bearing members may be stripped after 2 days if loads are not applied to the members. After forms are removed, slabs and beams over 10 feet in span and cantilevers over 4 feet shall be reshored for the remainder of the specified time period in accordance with Paragraph: "Removal of Forms". Perform reshoring operations to prevent subjecting concrete members to overloads, eccentric loading, or reverse bending. Reshoring elements shall have the same load-carrying capabilities as original shoring and shall be spaced similar to original shoring. Firmly secure and brace reshoring elements to provide solid bearing and support. ' 3.17 RE-USE OF FORMS T. A. Clean and repair surfaces of forms to be re-used in work. Split, frayed, delaminated or p � Y � A otherwise damaged form facing material will not be acceptable for exposed surfaces. Apply new form coating compound as specified for new formwork. Store plastic coated forms and plastic form liners away from direct sunlight. 3.18 MISCELLANEOUS CONCRETE ITEMS A. Filling-In: Fill-in holes and openings left in concrete structures for passage of work by other trades, unless otherwise shown or directed after work of other trades is in place. �•,f � r I, C5-4199-00 03310-23 CONCRETE WORK ' RO—3/19/01 ° � 'ut�s'�"�'°k7�krA`IypiK4�r.R4iti3�ry� ` .�iQii`�4(G�•cii'di"P1P;��ar'"K`.,.-.•, `s'. - ,..».�w..,.,..w..., .,. ut�1i+1FJ l' Si��`}: �"a. f. ,} .�f`��tir t5 U i.}fxi t s 1 rr ' .•,i i +r, j r:r ft �iyi-;h{c 1�� ll,�.�:�IS}`i%f. � ,....t - •: - .t`C:, r - S I 1 iy41rT j �K s}" ,r. �, •f 4 } t .a, s j .: '.nr x.{ .,,t_ . �� .F t. .'.'1, ...,:i#t Ikt}t, :#L{}yt'�at4�X .. j # .' s ..z.:.: +r j�h dt a;yi,#.i�R.,.k},�1,9,1�•r,,"'Tt1 y, ''°F 1}r#%t�tts'1{t,$'Fy�td:t.,t.i..r"t..T.,. S ..�i7 1 t ' 1 ' .,.�. t T t:y J 3�t,�'y'��t�l'}�$:r;�.� A•T it�li si �� ;1 rtr.pew �Y. rk.ys �r{.;a+s,p�g }...e y lt.:+'\ .. r,•` •, 'lr=„ ! ey ..�ynt:t #�.it{�t�,t,„F�'�rs��f•S�rV�Cj(t, J ' FF •wv•''t, }i t. r ]. , l.` !+ j .;I ,) r� y lyl1t ty a7? r5N y�Fw'i# Jct a' t�tSp 4.f4'tx'' lS , f yy ! ( ':< }. r ',j - ''.: ; , ....,,._...YS...:,,..yr. r,rr•+•.,mru.s..,,�,.....c.y...,-...._. ,. ,., , ... _...•,«wta..aw.Lrn!i ” ✓.,.Yr`XYUn./•N�1):/'.iktw.*r,y,:.:.•.M. ' ': !' i „'':. .`d.'+.St:»..:.«...•,iwra,+.. <•+..,a.::._ !....,_..,,.._�,., ......:.. , .. .. ... .... � a a �S It 1tr" t �• I � WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI Mix, place and cure concrete as herein specified, to blend with in-place construction. Provide other miscellaneous concrete filling shown or required to complete work. B. Curbs: Provide monolithic finish to interior curbs by stripping forms while concrete is still green and steel-trowelling surfaces to a hard, dense finish with corners intersections and terminations slightly rounded. Provide machine and a C. Equipment bases and Foundations: equipment bases and q P foundations with a trowelled finish, as shown on Drawings. Set anchor bolts for machines and equipment to template at correct elevations, complying with certified diagrams or templates of manufacturer furnishing machines and equipment. M Rif,-' W� x> D. Expansion Anchors: Install expansion anchors as recommended by manufacturer and with sufficient embedment to develop the yield strength of the anchors. R E. Steel Pan Stairs: Provide concrete fill for steel pan stair treads and landings and associated items. Screed,tamp, and finish concrete surfaces as scheduled. F. Grouting: Mix and place structural nonshrink grout in accordance with the manufacturer's recommendations. Place grout beneath steel column baseplates and under other equipment and steel components shown. Clean surfaces of underside of �� tSt4L, ;1sw,i : `• baseplates and concrete before placing grout; roughen surface of concrete to assure bond. Use forms as required to contain grout. Place grout in a plastic or flowable consistency to fully occupy the space between underside of bearing and top of concrete. }rii•:��i>>}��ii r ,r. Strike off excess grout to conform with shape of base. .,4{;i jt�(••te r,;vg 3.19 CONCRETE REPAIRS ' ' A. Submit repair procedures, including materials and methods,to Engineer for approval. i =r fit,;; '`^`+i;';'�'§:'en's#4�;.,:s;,•: END OF SECTION 03310 fir' n f��•tf%�(r C54199-00 03310-24 CONCRETE WORK RO—3/19/01 ...(.�,,.!';fit •t;, .,,--�-c tu#rrYw!ww�+'n""". �t Jt 7 ( ."'}"^r+ida�MwpttCW,y '.�;?;. ryr,r�,[rYLih }q"ji•V,!!{yy4 �",, ��'';4jy;' 'd Fis'jt?A{4.�.L`.ri.t`t'?Ij n•'yt 4{ tS ,'{�� s •�a°>~ , {,'# ..S} t t.(i ( tS � #. .(,'' � 't:: 1g;.r .i >ia,;i�da t�i�.nktSr k`i•itt!'f:s�Y, f "r �+ '.4 6"f F' 1 :fi}E' Gf '7`d'5a{'#k i �'•ei l 1/la.°t?r�„.:•,�i r t�t1.S E , r} 't.aLf.:sT :..'"t r, t.:rgf..,'r:.•t�,`�r.il i9t.>1 >,i j 7 t.:tort , r;;`r t f�dt:iy.ry�;},,+# �,rt .s�l l f.k�,lii'•�x�", I'i,l{'a k.,,.t'.i{':•l y�' `' $e . f .�1i fA 1 ,}.,' t, 'Z,, 1 e r:!T t t }' d s '.l ct 4" lt f.. t:l 1 ' a + � '1 f r ^"''i*5.:: e• 5'+E :�% t .'3,*rd,r '''S" .t x`,}e I'll..:l ,-'� �tr .n •k tY ii. a,x:y, t p 3 .+ tt. . 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M.� g rY t• ..i r r k•' � k 1 �' z J.4 ,.p { t , � 'r 1.r:.. +.i !' ,L tiff � ? ,:� tai:PtA.f�,�•,:r�r�f.'��'lrre�t ��i`"pv G.4' t r t k ',; S3 .p+%.r,',,, 1rfiGl try.j s;+:: t i• Olz 7 },r •aj. .L�>`n k'y ;G.,t,` �� c i i.r,t. r tJ ,?)r1{,�-. �kr� by ��Sifup t"!�. i' 1t$a;f<�-}R'1te Sl y ` '+..l,t 1 •t' .f sy.'�.a' d�i.`r::`.;I:th. ,. ��,,..� t'��5,•��'1 s23�;q t `}r}ra',,+•�i $ix, i "1 } t. ,; - , 't s �' "t� 't�r2tS.,±r� r! X��.�.Rv� �`�,n'T��is� j,,.' ',t;,i�'{ i 1�wmiAr..ii%1�''iP.'iL�'+tCXM�Y�ITk°Kt�1cSl!iti:}W.}radrh�r.........,..... ._.,,.w.......,•.,:.�mri v,.r> , .. .i`M1 Mt+v...mr,,,.:rm:r .,wrv-no-•.............. w...... .._<....».a.x w.,5+untx.i*IF'N,isiJ ark'P?i,)tt'�/ft3��7:N�.Y.YS�St P1Ai,1`iF.«!�•'liiiwn r�.:.c�.t:�:'ia��.i/):.£�j}k��+{,I�Ytr[n Ml•/R�,t�G 1t�;r1 �;;�.Xj�`k sxn1l77Sfi��'r 1`it� WATER POLLUTION CONTROL FACILITY EN PANSION xi CITY OF JEFFERSON, MISSOURI 'f SECTION 03950- CONCRETE TANK TESTING ' k PART 1 GENERAL t , �!,�•`! �^t�#j;I lift`R'�jl:!��'' 1.1 RELATED DOCUMENTSy�s; A. Drawings and general provisions of the Contract including General and Supplementary •:;, Conditions and Division 1 Specification Sections, apply to this Section. 1} ; 1.2 SUMMARY n A. This Section includes hydrostatic testing of concrete tanks constructed under this Contract to verify the integrity of construction and to determine leakage rate. > ' or 1.3 DEFINITIONS A. Tank: The term "tank" as used in the Specification Section includes all tanks, basins, c .ire;` rOTii-`?4 reservoirs, channels and other similar containers. ,.. ' 1.4 PERFORMANCE REQUIREMENTStnt,{ ��r t, A. Leakage Acceptance Criteria: The acceptable leakage rate shall be less than /4 inch drops.i } ' in liquid level in the tank over a 24-hour period, exclusive of evaporation. '1 1.5 SUBMITTALS A. Test Plan: Include water source, rate of filling, f method of measurement duration of } " testing, testing acceptance criteria, retesting procedure, and method of disposal of test �r~�§�,�,�,.,rt,.� testing. x4,r�, .,;;rY{{;: waster after t 14 B. Test Report: Include summary of tests results. �;;aTt;;7J ;h• 1.6 SEQUENCING A. Perform testin g P rior to backfilling tanks that extend below grade, unless noted otherwise on the Drawings. 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Rs�';3 ^I f��•v.� ri%i�i�x!'.x�} �;' s'°0w.1 Y�Nia�'tT 'fa�3,.,.N_fl.. 3rti Vii, kc. ..) :1, a .I' i i. t 1+s '} rI> �S'�. 1^'.Yld if`i:l kJ•��,� 3 .:f,+. �U:;'hi7'!i{f,�G,S '*,,t +•4.ts rl,r'. t ,a f ai'. .I't a. ''•.::'i � '�r, iA�} F;.,L,'fi�;}.•,f:,. .�t EUC e�•Z yt k' ,�y;,'z� 9.1 ��j'µ..ylt� ,..Y!\.t' u;yC:iriG,..»s.2w.3.:',.,•'.f:x,4.,.iYJ».,.0^�,.tv t..., A , t.lv w.o wtt�.r4i+[h"M:Nad;7lS+Y'+•r'A,•A,...,,.-"..�........ .. .. .....,.......w»..tuw.w«ow�e`M trt7.#,+t+nci4!'rlra 't ' { 'e t ^�?4't S; r•t CONTROL FACILITY EXPANSION . � WATER POLLUTION C CITY OF JEFFERSON, MISSOURI PART 2 -PRODUCTS t 2.1 MATERIALS W.•t fit{ �"'W vl"'�F`v,F'`w �,'.t"r A. Test Media: potable water. >�n fi. PART 3 -EXECUTION 3.1 PREPARATION �• , A. Remove construction debris and sweep clean the tank to be tested. ! I• ,.i,Yrf,�, 1 3.2 FIELD QUALITY CONTROL #rtr 7�j �'',JJ yr� Y' Ln J!d A. Testing Procedure: Fill tank with test media to the maximum operating level. <l�t: t�j;{,({'�h�U,�},7¢��'{/,et�'•.J :rte J� to�' t= 1. Do not test adjacent tanks at the same time. } 2. Keep tank full for 48 hours before measurement of the leakage rate to allow for absorption of moisture by the concrete. ,.� 3. Conduct test according to approved test plan and mark all visible leaks or damps,`=ziF , h` ,��ls R �N :,1,jfd4•{ 1 B. Repairs: Make all necessary repairs according to procedures in Division 3 Section , Concrete. ,, ;w;, C. Retesting: Repeat testing after repairs have been made until satisfactory results are achieved. 11;; �• �;. END OF SECTION 03950 'n r' r� v``•f f ,'. C5-4199-00 03950-2 CONCRETE TANK.TESTING •: RO--3/19/01 ±' , .p• .j.... _ rryrrw. i.,:n., 7Et.• r—•—,n•..,r+,.',+.X'q^e;'".s''f!vklM'!M.!A47!•jY �.+l�ry`��r� r.rt cY to.*t a ✓r,ti_. � Ti�tl�Ir .etta s , � L .y,a 'mac a rY i Hx F•'�t4 Ki �;x 1�, ,,;i:F M .}, s rt of i, t 'Yr, , y..,4:..;�a` w',7 1 1>.,; .•td) rQ'� r i tla.•}:'?`J +ii+; :' it4 '• G 11 v 4ti}x :a,,f rJl 2 § )r: fc „x �., f r Et 1 ,r'` 411 '-1 ht '4!xi :i.inf.'+;' sat 5�t.5 .:Ir ri•Fj7J f.. ,". •. �1� s 57 `•• `9 f'��? STt} Y �f,,, }a ;!cr�C; i , �'rt.,t k,• T tsq:•:rt:ra;l krG�t n S'';,.'uJ�+,s.:('t$r�Rt..h R,6 W '�5 f � tKr'2 F�. ch, t w A .:.��;. , .'t , t,,i.� gt�,fn�r'•aJ:��t.sit t t fir'• ,l'r 'F •F,P 'Y�',•'�Li :n'l .¢7f�Gtt'Liny�.'�>i7 rl.x, ll..fir. �1?atx'1. ,w]'ku,'tx: 'i'7 r'• ;v{A}'�5�':".. .V'i.'�,.F„ !.�''41 �t4L` .. ttya tj .1Yitt' .ra :+ tic.t :'::' ,•tb� ' y; + �I {4 ;4 T; S t, � t S: t:>ah S,„,t, -• k, ,t : r „;?�n'" .s e r 7 '{ x�RC. .kIG 1e'�'f. ;. e ;>j,;:.i i.. r_; t.a,:..;� :,•Y :�, �. .?.. C '�' } t t. -�} ,f'>iy, l �,, r a { ? :;4n"v.r '� v,'4 z + 1 �t .-:S'r;t1,,'• r'� r iY->ljF!'a.t.?,t:'yS y}i 9.t,'.�`r Ja-;+^f��``,}!'N�.,t`;:j�.,-�I`„Jsw(�r��.f.T,t.,,.''r�t'Gt tt+,/u�{.l.t.;'�z��k..SS pt,!,lRt...�?.?•�.,�,-�„�'.}.!:,7h.�#''r7'.r<k{prf.,4�.`p-e:;;.t+�:a`.')i�+�r'('s.•.}G 1 F�.L�+.^!',rUsa.:d.�: r :e J I. ,... . tv:Jr49Yne4d'.a+�P,!a .......... .,t, .� ..., ,,,:.�.,•,,nt�.:.,.,. ,,......„_. .. .. ,_.....—,. .l a..., ,t.t,t.ri:*..n r.!'r.er,.n urn. trs.Kce,+nt. ...+.,.cu....«_.,.:r 'i.y F•e'S r.ri ��n�� WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI SECTION 04810 -UNIT MASONRY ASSEMBLIES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections apply to this i PP �' P � PP Y Section. t 1.2 SUMMARY A. This Section includes unit masonry assemblies consisting of the following: ) F � itf � •'i k ) f 1. Concrete masonry units. 2. Acoustical control concrete masonry units. 3. Face brick. 4. Mortar and grout. 5. Reinforcing steel. 6. Masonry joint reinforcement. 7. Ties and anchors. 8. Embedded flashing and drip edges. 9. Miscellaneous masonry accessories. I 10. Cavity-wall insulation. 1.3 PERFORMANCE REQUIREMENTS '}�) A. Provide unit masonry that develops the following net-area compressive strengths (fm) ` ? at 28 days. Determine compressive strength of masonry from net-area compressive strengths of masonry units and mortar types according to Tables 1 and 2 in =; >- ?Ya.F Y •,. ACI 530.1/ASCE 6/TMS 602. ' 1.4 SUBMITTALS A. Product Data: For each different masonry unit accessory, and other manufactured r �:1 � D'� Y,� 4., . product specified. ;i 1',t. �ta'c r V 71 1 B. Shop Drawings: Show fabrication and installation details for the following: 1. Reinforcing Steel: Detail bending and placement of unit masonry reinforcing ” bars. Comply with ACT 315 "Details and Detailing of Concrete Reinforcement." ' Show elevations of reinforced walls. C. Samples for Initial Selection: For� p or the following: 1. Unit masonry Samples in small-scale form showing the full range of colors and r !r•, ,.a! fit". textures available for each different face brick required. ;a "�r , . Sr� t C5-4199-00 04810 - 1 UNIT MASONRY ASSEMBLIES ,1'`' RO—3/19/01 fl " +4• ..4 ',11rR�`4ttilldw..-.- ,+ht►Pb`�q+Fq v '.{r x?I ,,a.•J, a ,. � .! .i3!s. zy'r k�a;; �'�h.:'`tr7r,�l.y .f?r;t ,r., 1*j'! �f•t! v � "r, ( v„..�i, t +s. .r. ti. Srh l:irk `^'(,•�li;,lf�,(t"r, A 4r 1�1 a. .A,, 1 .} ^.t ! ?.'>wF.; 1+�. .;t,:.j�.1P�o:r r� �. .:iy,y„ 7. {-Cy, � (w. ti rit,•,,I,nAY'; .:fit t ',Y i ( ,5; i' ,, 'f't' t .r ,: t,, r :r ',?.;.,;A:c`�,°' t�'. c?:,'��.;;,s.n'J ,6c( .�+a r.r. F.,Gr sth s. it a ,.Y'tt rt•'a '.2 ..{,,. 'S t ,r:+ r :v' ,z.,.1 + t ,r Y t` ��1;#�"•,§S{ pny,` ;`k. •� i,/, "f, t' r�,. 1. Y �S'c t `r � �17 t' .f. i;,a �! L; ,{.e r, .:}<' r t ,t n �. �' '',dr2.2`.4if, ky;t f,' �' .',( 1 t: "� ,s; `"av;i's,l:; ''1.'.;J:•rtt�nr'v5,'x\tG,�,. 3^ �..r' � Y .�" ,t if } a+r 7 ::..,F '..t s, ..�.' r 3..;'. . �•;it :i `.; ,il �fa7,, zray{ 1' rl� r wa .� t 1 F� 5,;�( t ti' .�:� !:'.3 :rt ir• .t 1 ! �� r �'j F' z t. }. ' }'...,f t}� �' 'S sl a�t � "ilf 4'„{t,�'i? it i ;.. r fr e.t i1, a `I lkN.aMr'•IaYa.M a.'+tri.I+.«.w..,t.. ......,.,.. .. .._..,,u+ -, ...... ....... .. t ,;I,ttt X1;7 1 WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI r 2. Colored mortar Samples showing the full range of colors available. D. Samples for Verification: For the following: 1. Full-size units for each different exposed masonry unit required, showing the full range of exposed colors, textures, and dimensions to be expected in the completed i construction. 2. Colored mortar samples for each color required, showing the full range of colors expected in the finished construction. Make samples using the same sand and mortar ingredients to be used on Project. Label Samples to indicate type and amounts of pigments used. yt7.ty f y ,^nl �t s E. Material Test Reports: From a qualified testing agency indicating and interpreting test results of the following for compliance with requirements indicated: 1. Each type of masonry unit required. a. Include size-variation data for brick,verifying that actual range of sizes falls within specified tolerances. b. Include test results, measurements and calculations establishing net-area compressive strength of masonry units. 2. Mortar complying with property requirements of ASTM C 270. 3. Grout mixes complying with compressive strength requirements of ASTM C 476. .� -.�•,.r:::::?;Aye:,;,tt ,� Include description of type and proportions of grout ingredients. i F. List of Materials Used in Constructing Mockups: List generic product names together with manufacturers, manufacturers' product names, model numbers, lot numbers, ' , „ �,•,"'-:." batch numbers, source of supply, and other information as required to identify materials used. Include mix proportions for mortar and grout and source of ';''7f` t ?'•w ” aggregates. 1. Submittal is for information only. Neither receipt of list nor approval of mockup constitutes approval of deviations from the Contract Documents, unless such deviations are specifically brought to the attention of the Engineer and approved in writing. 1.5 QUALITY ASSURANCE , A. Source Limitations for Masonry Units: Obtain exposed masonry units of a uniform texture and color, or a uniform blend within the ranges accepted for these characteristics, through one source from a single manufacturer for each product required. >� B. Source Limitations for Mortar Materials: Obtain mortar ingredients of a uniform y„?. 'xfF ';,: • quality, including color for exposed masonry, from one manufacturer for each cementitious component and from one source or producer for each aggregate. C54199-00 04810 -2 UNIT MASONRY ASSEMBLIES +t RO—3/19/01 {"+fr ?'r,^mt,�.^,z°r... ..s;. ..rw,w.uwm.+NeWm'r+nrn+.»,,.w».,...•-- .,,u.+s.mm u'trrirsw.+ .t. . Y i'N�r t�^'"-�f1�}r� ;y� �a;{ .t� ,.r r t t t f r� {t' r 3 �: a r'It2 • f4 r +i .h ,t,y '�(.,Ji3y:. i�,''F ' i 4.. •t (", I 'r ,,ri, it .Y...r S '';;'. a.•(�t'; .'�x.-y",yr_;,.,tv ��:i•�F,'>.,1. �,. .11t,�:. .;t.r r' ..T $ :t ,,.y., .1 i..'.'•` t f j'c,i:,`*,.A{•j.qt � \.i"yF^+.. t '.trCs;rarr.,Z,, s:2.ysM„ +,•� ,�,r"',',i'< !r ,:'ti J,'. 'li ,'.l. ,f3','+l}.u:l•.•�'hS�.sR,t{"�:7 q s„ ftt" e x .�)� r.,t�,l�r)' �"4 t:.,.. F J . "r 1 .l. t .Yl}i ' + I #.'t .< 1 Iti il. °'i,i:•;,'l'..r'.,; .i f F t r.l,t I t..)-5,;t,�,.(fi`'![f rtµ:t.�°i't,nj�"vq !}4i2:r1 1 • ,� ' s..� e �t.y,�i '^t" i t •p . + `,1 't k1 ''ft'}.'r ,y +"EF,'> �ut�`' 'r;l` 3"��x )! !;. i ( s {: ,r } � t,x t.i. j•'k.ys..1f'.''c nay+r... �.�j (A,tt�;t .,...}.r �:., ..( Y. r t ` � i i $1 '•1;!{ltsr�r,;p ;tS�„C 1{ �, Y7EL.`1.�r'',•4^,'•r ,�; r } , , .,`...,..,Y+•ium•miNi.'Y.Yti,FJRTt.i,F T ..t.Ytf .,. ...:.;... .. x ) .. ...r..., ,....,.... ..a ..r..•. .M i i... S tk.F; .':k1'W;r,Y,xY.FMt + , ' l WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI f C. Fire-Resistance Ratings: Where indicated p rovide materials and construction ~yj identical to those of assemblies with fire-resistance ratings determined per ASTM E 119 by a testing and inspecting agency, by equivalent concrete masonry thickness, or by another means, as acceptable to authorities having jurisdiction. D. Preinstallation Conference: Conduct conference at Project site prior to start of installation. x E. Mockups: Before installing unit masonry, mockups to verify fy selections made under sample Submittals and to demonstrate aesthetic effects and qualities of materials and execution. Build mockups'{ to comply with the following requirements, using materials indicated for the completed Work: 1. Locate mockups in the locations indicated or, if not indicated, as directed by Engineer. 2. Build mockup of typical wall area as shown on Drawings. 3. Build mockup of exposed unit masonry 3construction sized approximately 48 e inches (1200 mm) long by 48 inches (1200 mm) high by full thickness, including face and backup wythes and accessories. Include a sealant-filled joint at least 16 inches (400 mm) long in each mockup. .� � r✓-i d t r N>a 1.6 DELIVERY, STORAGE, AND HANDLING I' ! A. Store masonry units on elevated platforms in a location. If units are n '• ''`:.t t'::+ m'Y P dry of stored m � •*tea t;;, ;} an enclosed location, cover tops and sides of stacks with waterproof sheeting, securely tied. If units become wet, do not install until the y are d ry. i1 i� r r fY n r4r> , tore cementitious materials on elevated platforms, under cover, and in a dry location. ;.;;�•.;,;;:�,;�.::;,;:• : ' Do not use cementitious materials that have become damp. C. Deliver pre-blended, dry mortar mix in moisture-resistant containers designed for r,` lifting and emptying into dispensing silo. Store pre-blended, dry mortar mix in delivery containers on elevated platforms, under cover, and in a dry location or in a •� metal dispensing silo with weatherproof cover. : • ;;; D. Store masonry accessories, including metal items, to prevent corrosion and j accumulation of dirt and oil. `' :h 15' 1.7 PROJECT CONDITIONS i f .:, A. Protection of Masonry: During construction, cover tops of walls, projections, and sills with waterproof sheeting at end of each day's work. Cover partially completed masonry when construction is not in progress. �tTi�s 1. Extend cover a minimum of 24 inches (600 mm) down both sides and hold cover !"fib securely in place. ,i C54199-00 04810 - 3 UNIT MASONRY ASSEMBLIES �,;y,'.:N� ,: ��•?., ., RO—3/19/01 s '�k✓;�;,,ik.;r.,77 ?'!!.caXA'(04X41;7i}`„�t t'�SV.fi4b,{Si+di�r`"A+�C+?ii'lLturx+tr^-- .. _ .•..,..,Y. ..ww..,,rw>.mana.'�orut,.nn:so+w>ti>•.,Fr••. s •.•••r,,;,,n,newn9�Mar nO'dvwls�p�wemt4+7rr�n'Famsw�YpVm i�:ri` t,St� f''�I�: '� S ,y s�t.t,y!'t 14t, trtl '; ' Y. t' a. ° ,. 1. ` t�o r.F 'J} �.ys}4�* kRf t1 EtY�li�'• ,t� � V,}<frr th'irf.St ,+s)t� f. „A t ,' i ,, ,f i ,r 7 ; � :+ •S;Y !k Sri .2 1 r 13: .�,'`r '%��(j'�al! a+it � t/{•t T ? if t , r � . �+. > }t :? fr r� t ` i,,. r t :�•y ltt''� M , t�^f �.yi t t� a � �.�. 1, r �' C� i , a:rr , , .!•Y rr tt. � ;:.fr I • •, it, t ' v�" t ,l e z... rn u .. x........_.. ... , ' S I WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI _ i l; k 2. Where one wythe of multiwythe masonry walls is completed in advance of other wythes, secure cover a minimum of 24 inches (600 mm) down face next to unconstructed wythe and hold cover in place. f B. Do not apply uniform floor or roof loads for at least 12 hours and concentrated loads for at least 3 days after building masonry walls or columns. !..� C. Stain Prevention: Prevent grout, mortar, and soil from staining the face of masonry to and soil that come in be left exposed or painted. Immediately remove grout, mortar, }/,•='M: contact with such masonry. 1. Protect base of walls from rain-splashed mud and from mortar splatter by '?: � r7{"ti.; coverings spread on ground and over wall surface.; T ; ; 2. Protect sills, ledges, and projections from mortar droppings. 3. Protect surfaces of window acid door frames, as well as similar products with painted and integral finishes, from mortar droppings. _ ` 4. Turn scaffold boards near the wall on edge at the end of each day to prevent rain from splashing mortar and dirt onto completed masonry. r t I D. Cold-Weather Requirements: Do not use frozen materials or materials mixed or coated with ice or frost. Do not build on frozen substrates. Remove and replace unit masonry damaged by frost or by freezing conditions. Comply with cold-weather construction requirements contained in ACI 530.1/ASCE 6/TMS 602. I 1. Cold-Weather Cleaning: Use liquid cleaning methods only when air temperature ''..1 is 40 deg F (4 deg C) and above and will remain so until masonry has dried, but not less than 7 days after completing cleaning. E. Hot-Weather Requirements: Protect unit masonry work when temperature and humidity conditions produce excessive evaporation of water from mortar and grout. Provide artificial shade and wind breaks and use cooled materials as required. l r e exceeds 100 deg F (38 deg C) or 90 deg F (32 deg C) When ambient temperature with a wind velocity greater than 8 mph (13 km/h), do not spread mortar beds masonry. Set masonry units within one ' more than 48 inches (1200 mm) ahead of minute of spreading mortar. I .� PART 2 PRODUCTS 2.1 CONCRETE MASONRY UNITS indicated and as follows: A. General: Provide shapes in .r t.. .I.Z jambs, sash, control joints, headers, ` 1. Provide special shapes for lintels, corners, bonding, and other special conditions. 2. Provide bullnose units for outside corners,unless otherwise indicated. 04810 - 4 UNIT MASONRY ASSEMBLIES C5-4199-00 RO--3/19/01 t v ffr r r:,-•-.,,t, .v 1ufy�AN7.l{•YrH_I.Yt+ayK'4a+,fw`.M+'^ ♦i �n�a a u6+}.��}F.. f{f J t Y„'�t�,/�.{+' +' art r r t .,! I. !1 t. r{ 11,)..il,r te'. iz.7 �,� {�,)vStr�'t'�;,,t i,��,�•k,f,r �. tgS .P�'i� �t.. .r t' �r t � r j !. , ,} , j:,•l".':' ;t.r,,,.r�o.: r;r,t .��d� 441Ft}�'� j �.M!}}}. (.-,, 4'k. { +' ,.t t 2 ,.t. , t F,.r'3 r .S r✓:i r�a,t.r: .YN�.t "r (�''�c. , , .✓� 1 l .,.f l , .'' r t 7.' I.r S .y. 1 4.t 4� f rr:{ r4 { i '� �u h, ;.'2�.I'�nf :, t�' ,'w9•r',: j>p91� s �I�.At, r '.,:� •i ,,i.r' tY 4 .1 i '4;': ..e ,t.. rr' .(,,, t, f, �1 i !. r , t .i 'i �. � zy' 1 1i sKt,+ :�'A':.i•YI�,��1ji+}.j af;1 f�1 t t fr sS4rii0.tr. ar .w...a.,.... „... �•.'•.".��^ r, �' J. 4 ; ir' Y j• WATER POLLUTION CONTROL FACILITY EXPANSION r CITY OF JEFFERSON,MISSOURI i B. Concrete Masonry Units (CMU-1): ASTM C 90 and as follows: �. . :• ., , ,�`:. 1. Unit Compressive Strength: Provide units with minimum average net-area : compressive strength of 1900 psi (13.1 MPa). 2. Weight Classification: Normal weight,unless otherwise indicated. a 3. Provide Type I, moisture-controlled units. 4. Size (Width): Manufactured to the following dimensions: ..„.;,!,sr''';•''' a. 4 inches (102 mm)nominal; 3-5/8 inches (92 mm) actual. ..4: . b 8 inches (203 mm)nominal; 7-5/8 inches (194 mm) actual. � �•�{`tt;:!”+t"pry{1 5. Exposed Faces: Manufacturer's standard color and texture, unless otherwise ' -; ;y{ �; 1 indicated. a. Where units are to be left exposed, provide color and texture matching the range represented by Engineer's sample. _ C. Acoustical Concrete Masonry Units (CMU-2): ASTM C 90 and as follows: 1. Unit Compressive Strength: Provide units with minimum average net-area compressive strength of 1900 psi 13.1 MPa). 2. Weight Classification: Normal weight,unless otherwise indicated. J 3. Provide Type I, moisture-controlled units. 4. Size: Manufactured to dimensions indicated for standard units. 5. Type: Standard, slotted with metal septa and fibrous fillers in the cavities, 1 1 "r minimum NRC rating of.80. ' :i 2.2 BRICK p" xtt St �t ,, iii.,- '•, A. General: Provide shapes indicated and as follows for each form of brick required: 1. Provide units without cores or frogs and with exposed surfaces finished for ends of sills and caps and for similar applications that would otherwise expose ' '. unfinished brick surfaces. B. Provide special shapes for applications requiring brick of size, form, color, and texture on exposed surfaces that cannot be produced by sawing. 1. Provide special shapes for applications where stretcher units cannot accommodate t,ab„�,Acft special conditions including those at corners movement joints bond beams „p sashes, and lintels. 17. 2. Provide special shapes for applications where shapes produced by sawing would ,r S result in sawed surfaces being exposed to view. C. Face Brick: ASTM C 216 Grade SW, and as follows: s j.. 1. Unit Compressive Strength: Provide units with minimum average net-area 'ara ii4 ;, compressive strength of 3000 psi (20.7 MPa). cm) per minute 2. Initial Rate of Absorption: Less than 20 g/30 sq. in. (20 g/194 sq. ) p :t Nm!' i�P�`:t•ta lit +1? when tested per ASTM C 67. 'q' tip 'Jf +:tit!•� t , � C5-4199-00 04810 - 5 UNIT MASONRY ASSEMBLIES ±±� �n r. RU—3/19/01 hV rr^•.,c^..•*M!!rr+...nYF VI 77.7.7 tt, i.� a ...rrc ww,vwwo+'fii^i,"iuuµwnui.'sa .T' f YI�"1dtP16 I ,.r�t�t .:''-t•., itu{c$, �df S"�{ ?t>}• �w°ctwtllU�pTiY7Frtk4R1'A!f�fi�StiiUj�!AT4YIV�'fd7 ►''.'Hxrrr+a'. �'�•,$:�' :. qtr :r ;t,iF :4' .r t' r,r. i i.,5 ,.��rt r, 'r\r. � .-r. i 5.� t i 1 � �}•��4� S�, K, fT r�,j�l��a'F.9.,13,,,,•75'..j, 4.•t 2 �. t :S 1, a S ''r i. 'F! { e.;f, c<t'k��'•s„�v,.`F�,,o-.,'4,:• �}i�h ,. .s� ..y i.S.l'�F�,"k:'r�.,.:',r✓,r:�,�•?,5• rf ..,5: !. , 't.;. .! ,�t.. ;:5 ,':"�.j� �r'.� i r ,.rsx '�� •t�y, �' '+y a 7.,.{ J ,:t"� { , , (:�d t t r , e 1. t f , :t ¢,y.+,l�.;��:n��7t`sa i•+:{*•F� �C`�'� f'`,�m•1 �t�• kT tt�' 7 t, t F..�: f. t � Y ! r t '.t .-z,Lr...jj ;#;f:;�'};,�i .,��,�!�.� ,`t�t�,•..,1�1, ,t.i�'i.,tar.y,,;,,.it1 J i.7, f j, 1 �' i�''+ ,, t A J:r f '•,:. ? .=r]' .F =;,!bt r^r-' �r r(�YiQ{,r.�?.�^ �.� 'r,cfCC O �t,�`�'',,,•'`t ,'.Nt"t. ,1 .�y i r i !s r. s .�: , x tt"r,�., 't„•. '�� t,lpi. .:1w,.,{.. ,4 nJ,. +•. i 1:. ? ,'!t •s .1 :f ,Y`•f 5. i +i + ',;I':'i. �r l,.q^,1, li..:r :,.•,� '3 ^"•1*�I .�'xyrr '1 r !j .:{!` r ` r• t t .. t { t a t#�,t v'7C� +,.rt r,,. Y • .. � 1 • ..e a. ... ......... ....... ...w»w,4w x.n 4>re . � 4i�!Kt� rY�r f.1 ii[tf (rt WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI i 3. Efflorescence: Provide brick that has been tested according to ASTM C 67 and is t� . 1. F rated "not effloresced." 4. Size: Manufactured to the following actual dimensions: f a. Standard: 3-1/2 to 3-5/8 inches (89 to 92 mm) wide by 2-1/4 inches (57 ` mm) high by 8 inches(203 mm)long. 5. Color and Texture: Match existing face brick at Solids Handling Building. 2.3 MORTAR AND GROUT MATERIALS f A. Portland Cement: ASTM C 150, Type I or II, except Type III may be used for cold- µ hY � weather construction. Provide natural color or white cement as required to produce i mortar color indicated. B. Hydrated Lime: ASTM C 207,Type S. �3 C. Portland Cement-Lime Mix: Packaged blend of portland cement complying with ASTM C 150, Type I or Type III, and hydrated lime complying with ASTM C 207. 1. For pigmented mortar, use a colored cement formulation as required to produce t'`"� e'"'';k�,✓;*'sir;; ' the color indicated or, if not indicated, as selected from manufacturer's standard formulations. r .'•.� 'fit t t{rr YY 4 v{t !� 5 .. j a. Pigments shall not exceed 10 percent of portland cement by weight for : �t ;;w:;:,.•Tj,:'= '.� mineral oxides nor 2 percent for carbon black. f�. Y rk'rn D. Aggregate for Grout: ASTM C 404. jE. Mortar Pigments: Natural and synthetic iron oxides and chromium oxides, C k it'zfFh'' •: compounded for use in mortar mixes. Use only pigments y pig with a record of satisfactory performance in masonry mortar. ' F. Water: Potable. G. Available Products: Subject to compliance with requirements, products that may be jjsi: � ' incorporated into the Work include,but are not limited to, the follow (�y�in L iL�, it.Y�y •7/S.Ti`:��.(t,,tS t�'''•�=1 ` 1. Colored Portland Cement-Lime Mix: a. Eaglebond; Blue Circle Cement. :at1s�"' All b, Color Mortar Blend; Glen-Gery Corporation. C. Rainbow Mortamix Custom Color Cement/Lime; Holnam,Inc. d. Centurion Colorbond PL, Lafarge Corporation. g rP e. Lehigh Custom Color Portland/Lime; Lehigh Portland Cement.Co. £ Riverton Portland Cement Lime Custom Color; Riverton Corporation(The). ` UNIT MASONRY ASSEMBLIES C5-4199-00 04810 - 6 RO —3/19/01 x: � •:^>R"[^, '-'Sxr^�t,,gn.- .,r{,.. - °"P„�....:�•1^t .!.+r'awlwaw.r...ewl,tw!... ),.• �....... .......w.raxxeln�iaaax'FrG,vlwi+A.'!”' lt.; ^'Y�ryt{��r�-„r'��'��",�YS'� t re '•l�r •,1"`R ,,v1,�i' r�i',r, ,{,t"f� {.:;✓ ..�i } t't- f � 's ! ;• F� t r7.t't3 tti�. lc� }ril}3 .r� � k t4Cy�p Cn {ii i�f'%, .:l��7i4S�e 7" :/l;l” .:J t rll y {'.)t' 1 i.�.� {: S { 4. F r -t! � i 4 t wt t� < 7• ,r1 ,i� < stt, �r r •�,+ i t .S.w ti h r L} ,.b c r ' `t, i n. t y .,,F:t i'�;,c��rli,ltS,1,r.'_Ey-c.•yy'•Sy; y '1'<.i�J ./�;rt '�f'..t}...1��:1+,{.'•:.',I�1 t'�3,IY :'� 't Fist .S'c y�t t � ,. i r.�r{ r {.,r+7s t4t 1 .r'f �A,^t�,.•�3•td2 tr'�i��f��'!}' tSY 1t A, $.2l'� tlh ,.,.it C.•.,..., j di { ., 1 $l..4. r r s ? i t (.il„"lj,,�r {s?�; •i� u y�r;,� ,';err t.� �Cr•�}I ^,a{ 'e t .1' � 4t.: h �;t ti L, .�. }.. .�t .1 .r1 `t:7 .r., s i'i { .tl�,.i,,• )�. � !'=,{,'b�t�`tdt��' �{ . i >zSj .St 17t�•h.I�t 1t �.+:.ti. {,„ tt ,"r t +t ,;{w �;t.�1t�)�yt :r},, r �: fr t i.SF � 1t t2}".h :t�'Y1�•. :?.i',. ' ✓rir�t.��C,�4iy�{��{{+'(�'s�t�• ,y�;. �.�3'q fS{ ,u ,,.�+ ,'r•,S }4{ C t S t� t ,' {,, , t§ � .C; ,�tt,J•;,t ,,E" f r. ,•t.,e 1�s�Y, �,.,o !tvw+'m.;., f{ rj }f. ( .ta a t s ,t ft s' ;i{ , 1.• F„ t`s�•y;��tns§{r�t r ? 'A .r i C . :i, ..{' } s S %rr i r t t r St. i 1t ."1'�}r"-r ,r l,' :`1 � !it s•'� ! t { +{ .,3 " tl Ytg r� it �ka�'��'�;i�;�r�. �.. �.�.A t F 1.. {, t � ::s ,-t tr t �' .. ��`, r:, l .. 't � 'i�.5�t} t '%a�•�4 �' � a.+�a i , F , ..,; r. r i;��{ rt�{.,4'# j"�t�. 'ti F t< 5*$ +f. .�1 rr 5 t s �• ., .. .. .•:;a„4...5a!•rru•Jattt._s.Cr5575..�7�}i.turi>r s r.--,rrr..w ,... ,.... +...+.+,-, r.,r :. .«r.«,., .rs o+:_, �,.�,r.. „-. s r »t+nnroK,.,,,-v::,....r_..A..i.i..,� r(#.61T'��ti:'`.,. �{{ rt SYfi�t r WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI ` 2. Mortar Pigments: =y a. True Tone Mortar Colors; Davis Colors. b. Centurion Pigments; Lafarge Corporation. i C. SGS Mortar Colors; Solomon Grind-Chem Services, Inc. �.:•';, ' ,,` ' ' 2.4 REINFORCING STEEL '' ! A. Uncoated Steel Reinforcing Bars: ASTM A 615/A 615M, Grade 60 (Grade 400). }4n�, t f�+,�; +;�x, 2.5 MASONRY JOINT REINFORCEMENT 4� N, A. General: ASTM A 951 and as follows: jtiY, ?Jl • nij' -.iJs 1. Hot-dip galvanized, carbon-steel wire for both interior and exterior walls. 2. Wire Size for Side Rods: W2.8 or 0.188-inch (4.8-mm). 3. Wire Size for Cross Rods: W2.8 or 0.188-inch(4.8-mm)diameter. it'Y'•ay ! 4. Provide in lengths of not less than 10 feet(3 m), with prefabricated corner and teed I units where indicated. B. For single-wythe masonry, provide truss type with single pair of side rods and '} ` f diagonal cross rods spaced not more than 16 inches (407 mm)o.c. C. For multiwythe masonry,provide types as follows: s 1. Hook and eye with tab truss reinforcir with single pair of side rods spaced for embedment within each face shell of backup wythe and rectangular box-type ,+ ,,s44,; `. cross ties spaced not more than 16 inches (407 mm) o.c. Size ties to extend at least halfway through outer wythe but with at least 5/8-inch (16-mm) cover on ;.J,s�r,,1# ' II outside face. 1 rata a. Basis of Design: Masonry Reinforcing Corporation of America Series 900- Cavity hook& eye reinforcing. r:) 2.6 TIES AND ANCHORS GENERAL r{` �• ' :' 4'yYt� A. General: Provide ties and anchors, specified in subsequent articles, made from '.� materials that comply with this Article, unless s ated. `;Nk'54 ess otherwi a Indic r B. Hot-Dip Galvanized Carbon-Steel Wire: ASTM 82; with ASTM A 153, Class B-2 C. Stainless-Steel Wire: ASTM A 580/A 580M, Typc 304 or 316. t ;;ti'•tfs, s�•i� t i .' r D. Stainless-Steel Sheet: ASTM A 666 Type 304 or 316. fM- t'��+,•� J�J�.,�;'�.,.,�,g,,'� E. Steel Plates, Shapes, and Bars: AST'M A 36/A 36M. �! C5-4199-00 04810 - 7 UI!IT MASONRY ASSEMBLIES i RO—3/19/01 ±.t• "i1 s 'r�. : t 't rf t.Fi N' ='N.:: ''AT rt„ + .a rE. 1 + .,' �}.. } i 3:,,.. �{((+�. .1= +i'+•s� C ;r' .rJ, .5,): i?rs•'';�.t, �:" •^�, .�`` � },:,,y»r f.'� �( r.:. 1 �f /', 't r`, Sl Y s'.I.i� :t •'j•... eJ�,.SC'�I4:�ri•�. fey�=.r 5'a:�. ii�.. ..s.rr:" r>••.!. .s. r S.r `. .t, ,rw ..i`., ':l,• ..�' .,f '`�1.�{�. 4 ";rl";,+:sy, +i,:u d x t t qr. �>. Ir,S t'yh,,'",»] ,'`f ..• { t .+ 1 `t `r9, ..< t f'r f "��y�f}. �,f,.r rlt !, k} ..lY .'»�q{. .t. !4 /,.',J rr. F+,,�e.l. +•i+ x r , ..L,.t ..1 z': t f`. t „i 7,, r:1. x' r i 1''.>;Ur ,h�l„J:s.Ji'Yf�',yd'�5;5�`{:?kh.�Lf�v°r'?'1t�•�',ry,11 fJa{t'�,y`L+`'G', 'r1 i'n�'rr�l`Wt'' ..,{4}Jilt. � r, Sal. r Vt„ .A 4"r i ti. t 1';1,: ' l ` 1 '{ t} ii l if'p.SY iF ��i I� �'�;ff.}\A"`,Jl,i`%'�.�`�♦:: {�t \,:�t y i�' j„ c�,� r s tl,} t r ,r ) J (.s t. ,l;"�, r.:., ( .1. ,f r, }i�•gt, i'Y�ytl.� rii{.'"5�t 7:. Gi':, ,!�?"t,X,t�t�t,��:'fiir).ny"e`yt.ry,, ,i• �t �:+ `1 'L r�:t s + '.r: { .'i"'".. R ,' ! 1 u �t � r,,,k • !;6i,rtrJtt ti Y•t i,,. ��,.,,,+•$,'',J�f f � ( {:f•: .f r � Lt�,., ! S: JrJ, 2 y s� +i'. ::t r t. ,fir., y N'`{!J,1 tt �i t.lt�K{.,;�.�e:.wih��h7',,,'1,.'�!1�i.,ryt wL�b.ti.'.rii!' IU' r l 1s` .1`SI II (iii �,,i ;.,,,,yt�t�,,.-�'9�^ i,�'.•�W3�'ir .t' �r� ��{I i! ,.7�1- ;.° ^' , 1�•' t;�,Jr}fV ;,7 t r '` J�.S 1 t t f § tti( tZ#r; J`Pt '�r }y>.�i. � �'.,j'�[;nr`a}r '' i s' i r v t 4 S;. WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI f ; `.i 2.7 ANCHORS FOR CONNECTING TO CONCRETE A. General: Provide two-piece assemblies that allow vertical or horizontal adjustment but resist tension and compression forces perpendicular to plane of wall. 1. Anchor Section: Dovetail anchor section formed from 0.0625-inch- (1.6-mm-) j thick, hot-dipped galvanized sheet. 2. Tie Section: Triangular-shaped wire tie, sized to extend within 1 inch (25 mm) of masonry face made from 0.1875-inch- (4.8-mm-) diameter, hot-dipped ' ! galvanized wire. ti,, ! 2.8 EMBEDDED FLASHING AND FULL EDGE FLASHING ��. ��.."`fit=•.?,�K'i A. Rubberized-Asphalt Flashing: i 1. Manufacturers standard composite flashing product consisting of a pliable and highly adhesive rubberized-asphalt compound, bonded to a high-density, cross- ;` ' laminated polyethylene film to produce an overall thickness of 0.040 inch (1.0 z; 77 r t 2. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include,but are not limited to,the following: >„ a. Dur-O-Barrier; Dur-O-Wal, Inc. b. Perm-A-Barrier Wall Flashing; WR Grace& Co. C. Textroflash; Hohmann &Barnard, Inc. B. Full—Edge Drip Flashing: 1. Type 304 Stainless Steel, cold formed, with a 213 to 2D finish. Drip edge of flashing is hemmed 3/8" 2. Available Products. Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to,the following: a.. Dur-O-Wal, Inc.; Product—Stainless Steel Drip Full Edge. b. Illinois Product Corp.; Product—IPCO Stainless. '1{j"%;V'��{°yX•art,;`, C. Adhesives, Primers, and Seam Tapes for Flashings: Flashing manufacturer's standard products or products recommended by the flashing manufacturer for bonding flashing `i sheets to each other and to substrates. I 2.9 MISCELLANEOUS MASONRY ACCESSORIES :i A. Compressible Filler: Premolded filler strips complying with ASTM D 1056 Grade 2A1; compressible up to 35 percent; of width and thickness indicated; formulated from neoprene or urethane. : °' ,� jr`• }y bvr C til i B. Preformed Control-Joint Gaskets: Material as indicated below, designed to fit standard sash block and to maintain lateral stability in masonry wall; size and configuration as indicated. 1. Styrene-Butadiene-Rubber Compound: ASTM D 2000,Designation M2AA-805. ' C54199-00 04810 - 8 UNIT MASONRY ASSEMBLIES ;,r RO 3/19/01z �1 �. 't ^.�J^^»rwM1xvstaM`aa+.xaa.. •` ry xw rlwrxx.✓tmw,C.+w+!uM" t p t pr�i X,,yr r�•1: ry ' r+.,ti. T ''y s' ry, r .s lr ,f > 'I t ' 5 it ,e,rw� y{�7� .rAa',•v 'r j, . t�� lt i$ri f(�-..Idd f.. ',#' ,l .4 {. S�; I ( f, i t.! • '/il M��I�IS„',i5��t1��,:'F tA.f�l,It 4`,r l�, ';j.,u: ..1 t i t. f .1,'S C.i .0.� ' . .f, f,{ F �<r $�7 s +• r 5 y t i r WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI C. Bond-Breaker Strips: Asphalt-saturated, organic roofing felt complying with yF ASTM D 226, Type I (No. 15 asphalt felt). D. Plastic Weep Vent: One-piece flexible extrusion made from UV-resistant polypropylene copolymer, designed to fill head joint with outside face held back 1/8 inch 3 mm from exterior face of masonry, ( ) nry, in color selected from manufacturers r f standard. i E. Cavity Drainage Material: '., ^q 1. 2-inch- (50-mm-) thick (thickness of air space at cavity) , minimum 8" high free- '` ;_, draining mesh; made from polyethylene strands and shaped to avoid being clogged by mortar droppings. 2. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to,the following: a. Mortar Net; Mortar Net USA, Ltd. 1 Y b. Mortar Maize; Advanced Building Products, Inc. F, F. Reinforcing Bar Positioners: Wire units designed to fit into mortar bed joints spanning (,,;5`„�•, ;t M. masonry unit cells with loops for holding reinforcing bars in center of cells. Units are i formed from 0.142-inch (3.6-mm) 0.187-inch (4.8-mm) steel wire hot-dip galvanized after fabrication. 1. Provide units with either two loops or four loops as needed for number of barsa41;'"''i indicated. w Ja+wO JY �'{r1Y; �t 2. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include,but are not limited to, the following: <,r a. D/A 811; Dur-O-Wal,Inc. b. D/A 816; Dur-O-Wal, Inc. t C. No. 376 Rebar Positioner; Heckman Building Products, Inc. d. #RB Rebar Positioner; Hohmann & Barnard, Inc. e. #RB-Twin Rebar Positioner; Hohmann& Barnard, Inc. ;,t",.f f. Double O-Ring Rebar Positioner; Masonry Reinforcing Corporation of F � :J America. iGi g. -Ring Rebar Positioner; Masonry Reinforcing Corporation of America. ,;. J. , 2.10 CAVITY-WALL INSULATION )) A. Polyisocyanurate Board Insulation: Altuninum-foil-faced, glass-fiber-reinforced, rigid, cellular, P of isoc anurate thermal insulation complying with ASTM C 1289, Type I *t Class 2. B. Adhesive: Type recommended by insulation board manufacturer for application ;. indicated. Ij rRe tyy,ip C54199-00 04810 - 9 UNIT MASONRY ASSEMBLIES RO 3/19/01 IT- oii � 7� 1'i �Yw'+nr?.t V.w.rtJNW,1MVY5r.,IHYW.+.w�++w!^ � '��iT<�1„•"^'w ��;p J1.Ft��'S :♦ .t: ,t,d ., �.�5 .{, .n":",i t �',y � 'i (f• � t >;� } t ,' � t<s ?, � S}. ',Ei,+t'�? 'rT7r'jt�a. ��+=,,°�Y`� ��•.kr;t'`': i / r», a t1 + {.l e, t l t ,.t, �s'. .l 'r i.� r ;.J .} , tt4sN.r'+, J t.: ,5J k 1xi,yr�'•R�1; � ',?o„d;_r;;,. .., ,�f.a1) �. ,t .t•:•14,)1 .t: k:,` .Z��rt' 1 f3, .Y `! :.i ..t,.t 11. �, t ( P �,, .J 1 t:t1 'tlr�i r �.,Ii,..(,�:i}tltt��fv,iG�:5�.9r);+rA�i'hly,taftt.7tA, z3�.�11�„i�j�., }�. i„4{ }, b'�I t f f... t }' 2' .I t� eiF fi� ., i.�• � `I i R l' , ., .11��r. r �Y�.,y Yl,rr.,iltj'. t .ri��'yk�7 w' tJ z r ; r � , y • t Via, u. �II�• L WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI 2.11 MASONRY CLEANERS A. Manufacturer's standard-strength cleaner designed for removing mortar/grout stains, efflorescence, and other new construction stains from new masonry without discoloring or damaging masonry surfaces. Use product expressly approved for4i >> c t intended use by cleaner manufacturer and manufacturer of masonry units being s , cleaned. Verify use with manufacturer prior to using on pigmented mortar. 2.12 MORTAR AND GROUT MIXES Do not use admixtures, including pigments, air-entraining agents A. General: � '�} 4 accelerators, retarders, water-repellent agents, antifreeze compounds, or other , indicated. admixtures,unless otherwi se 1 i y 1. Do not use calcium chloride in mortar or grout. B. Mortar for Unit Masonry: Comply with ASTM C 270, Proportion Specification. -- 1 A', 1. Limit cementitious materials in mortar to portland cement and lime. 2. For masonry below grade, in contact with earth, and where indicated,use Type S. ` use Type S 3. For reinforced masonry and where indicated, try?H 4. For exterior, above-grade, load-bearing and non-load-bearing walls and parapet for interior non-load-bearing partitions; and walls, for interior load-bearing walls; for other applications where another type is not indicated,use Type N. pigments with other ingredients to produce C. Pig Select and proportion Pigmented Mortar: figments to the following percentages of cement content by Limit color required. p ' weight: 1. For mineral-oxide pigments and portland cement-lime mortar, not more than 10 percent. � C 476. D. Masonry: Comply with ASTM .; Grout far Unit Maso 1. Use grout of type indicated or, if not otherwise indicated, of a fine or coarse) that will comply with Table 5 of ACI 530.1/ASCE 6/TMS 602 for dimensions of grout spaces and lift and pour height. of 8 to 11 inches (200 to 280 mm) as measured with a slump 2. Provide grout r" according to ASTM C 143. PART 3 -EXECUTION 4r Aft �•. ,�:�:. EXAMINATION s rt A. Examine conditions, with Installer present, for compliance with regturements for L , t installation tolerances and other conditions affecting performance. Proceed with unsatisfactory conditions have been corrected. installation only after unsatr, ry l{«i ` UNIT MASONRY ASSEMBLIES 04810 - 10 :31 C5-4199-00 l.. ' rw RO—3/19/01 �t�.* ..wwr..+wf�,sww4iS+uo!rx'^ 1 4xtr .'t, f Y. I f +"""•"""�• .t!/, � r 4 \ M �µ t d�/qry' M1 � v : , + 1 + 2;� d , r.r( r i�t�•r�� .= FA"S h � .r' :)..( f�t I, i' t4, 7, v s, � r. i •(i , '" bfl; 1� �fA +' �1�r ttr`�fi�°�• : ..r ! r . t't .. r '. i ! {„..Y7i. � `r �1��#�r ;a• i,. 'ty £ to . ,r,...,r,.,n.n�:r•nxsr.•r.nrxw,,.rentur>ar,v.e ,` ..,,w ., r,i ,.r' ... . „•.... ,r„ r atm t � r { 4 , s .f ,. .._.... ..,. .. .... .... _, . .. i....074^ .A�.7Crtt+++r,•,*.r.e...oro..-..w..,,,,...... )1� ''� `�.�. WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI B. Before installation, examine rough-in and built-in construction to verify actual locations of in connections and other wall penetrations. , piping { 3.2 INSTALLATION, GENERAL A. Thickness: Build cavity and composite walls and other masonry construction to the ,j full thickness shown. Build single-wythe walls to the actual widths of masonry � units, is of widths indicated. using units B. Build chases and recesses to accommodate items specified in this Section and in other ��$;:` ;�'"`",':" the Specifications. Sections of p C. Leave openings for equipment to be installed before' ? completing maso n ry. After` installing equipment, complete `i`;`}1"i,1`• M "t masonry to match the construction immediately adjacent to the opening. f D. Cut masonry units with motor-driven saws to provide clean, sharp, unchipped edges. ; ! Cut units as required to provide a continuous pattern and to fit adjoining construction. ( i 4, Where possible, use full-size units without cutting. Allow units cut with water-cooled saws to dry before placing, unless wetting of units is specified. Install cut ants with �. >a%; '• ' t' y cut surfaces and, where possible, cut edges concealed. ,:;'.r" ``"'4' •,,.'i': N C £ E. Select and arrange units for exposed unit masonry to produce a uniform blend of �.�.. colors and textures. 'I 1. Mix units from se veral pallets or cubes as they are placed. ��;r:�,.,�'s'�•r;aa i • , til�ft{ty �°r `':; ti F. Wetting of Brick: Wet brick before laying if the initial rate of absorption exceeds 30 '"'''''��;•��'�,,;`,`` `_:: g/30 sq. in. (30 g/194 sq. cm)per minute when tested per ASTM C 67. Allow units to absorb water so they are damp but not wet at the time of laying. YNY1 3.3 CONSTRUCTION TOLERANCES A. Comply with tolerances in ACI 530.1/ASCE 6/TMS 602 and the following: B. For conspicuous vertical lines, such as external corners, door jambs, reveals, and expansion and control joints, do not vary from plumb by more than 1/4 inch in 20 feet (6 mm in 6 m),nor 1/2 inch (12 nun) maximum. C. For vertical alignment of exposed head joints, do not v , ary from plumb b� more than ' 1/4 inch in 10 feet(6 mm in 3 m), nor 1/2 inch (1 m)maximum. pl •'.d;{ D. For conspicuous horizontal lines, such as exposed lintels, sills, parapets, and reveals do not vary from level by more than 1/4 inch in 20 feet (6 mm in 6 m), nor 1/2 inch (12 mm)maximum. 4 , r.,y g'a 'l vti, �; �:•., �: ' C54199-00 04810 - 11 UNIT MASONRY ASSEMBLIES RO—3/19/01 { 3Tr �"t aP�U41rkSakh� �1111�:41fS5�14�fAt�WlJtt?M"wt�^w. .,Y.*+.,rw.o•.xx�wr+»+wr.+.-». - - j�Ytj�'JS fr Y�r� J4�,5��,a'.r':%��.,C?p I/l ; '.YZ .!' i i )n�:!} '!'.r iS � rS•�ry �'!A ..�])`.��I-;Lf�r, .�,' "1�4a`'y:��fj.`�1,•,r..il d , t t. a. r f.i t .y , r f:tt� ;�,r ,;til�ir''la C:,}.j.;i''iil'Itj;'tisj •�S5 ,,:�`N,.,//•.. 4'fA+ ,4.�.., ff;�#,•., t i' i ! 7 5 + 1� t lf` t I' �:.,31.� }$i! .,.ri, "1 !JIJ�' 'h. �1' k�r:�;,t,t,� ' .t. r .., r,. {' �'; t',S, ">: Y '• �t. .i.,.i: ty �ti 'ir�v'',.¢1�1,1i(�r.�.-rk�Y:_tA .11��{� �:r:.• `ft � r��',�h Y� t�• S r'f S { t t •1 i , t. I t .{,1 1, r4�'e{� i`,Il�13•Ae}s4�..�."t1�i� ^a: �•»�StWI .7 tl X77 4 r I rSt r .� Y' � 11} tt r'�'9 � �. S '�it It,,t 41. y u � it W i ,�xra'f"k++..:'"wx.•r,++e.-...,..»...<.. .... i .' .�. ...._...., n....R,. . �. .. .,.,-•. ..: ... ....... . .. ....,.,.,,....., ?. .,nrMn-n.:,.., ........ ....,,}.. ,.r., xtti =�rv' t4{ 1"yF. . • CONTROL FACILITY EXPANSION WATER POLLUTION CO , . . CITY OF JEFFERSON,MISSOURI 1 r ( E. For exposed bed joints, do not vary from thickness indicated by more than plus or minus 1/8 inch (3 mm), with a maximum thickness limited to 1/2 inch (12 mm). Do not vary from bed joint thickness of adjacent courses by more than 1/8 inch(3 mm). _ F. For exposed head joints, do not vary from thickness indicated by more than plus or =f` .:� minus 1/8 inch (3 mm). Do not vary from adjacent bed joint and head joint ' ;y;..,f t`. thicknesses by more than 1/8 inch (3 mm). 3.4 LAYING MASONRY WALLS ` �w+ A. Lay out walls in advance for accurate spacing of surface bond patterns with uniform Dint thicknesses and for accurate location of openings, movement- e joints, returns � .1 h'P 1 and offsets. Avoid using less-than-half-size units, particularly at corners,jambs, and, where possible, at other locations. B. Bond Pattern for Exposed Masonry: Lay exposed masonry in the following bond pattern; do not use units with less than nominal flinch (100-mm) horizontal face dimensions at corners or jambs, s! l`vr5 1 1. Running bond. C. Lay concealed masonry with all units in a wythe in running bond or bonded by lapping not less than 2 inches (50 mm). Bond and interlock each course of each wythe at ;� 71_ y corners. Do not use units with less than nominal 4-inch (100-mm) horizontal face dimensions at corners or jambs. i D. Stopping and Resuming Work: In each course rack back one-half-unit lei for one- < , „ ,; ..•..,E PP g g � � half running bond or one-third-unit length for one-third running bond; do not tooth. Clean exposed surfaces of set masonry, wet clay masonry units lightly if required, and remove loose masonry units and mortar before laying fresh masonry. E. Built-in Work: As construction progresses, build in items specified under this and other Sections of the Specifications. Fill in solidly with masonry around built-in items. F. Fill space between hollow-metal frames and masonry solidly with mortar, unless 1tyzrk,� ' otherwise indicated. ' G. Where built-in items are to be embedded in cores of hollow masonry units, place a layer of metal lath in the joint below and rod mortar or grout into core. i,.., H. Fill cores in hollow concrete masonry units with out 24 inches (600 mm under `1{ z ry4 bearing plates, beams, lintels,posts, and similar items,unless otherwise indicated. 3.5 MORTAR BEDDING AND JOINTING zrx` '+Tr +•.t'zzr;" A. Lay hollow masonry units as follows: C54199-00 04810 - 12 UNIT MASONRY ASSEMBLIES t�t7 ,.}t? ,' ,,, .,}• ."--y^w,.r., vua, .,..,ter.;r• a..+re-.,—,.r-..... :f.:. ., P tr�ji+�.�yi .av: r5•' "�..7 '�t"f+t,'.F;,i x. ?r .. t *'°:''rYO•.yixv4wa i maxnr,+wxTNUt{ywt", } +, .4 ';r t�� .5•S 4S fla.y'x}`I s{1. ,P�f .rt{�e�••,:.c:`1'`Sr` 1,Jf ?r j Jt �,..9Y•}:�' � �,� '�' .'•, :.r.X,� t •Dt . r `lil•,ryy +f tfak.,7� ``�I tF+ .7 1 l �:. v .f't .\: �,+, 7r f (+ lt:�i 4i�'a.�+. '1t=9 Nay. ti{f t'�fn�+'4 "'`y.,'`;�.'. ly ' 4 rF.`.i� Y j• + Y'p 'k.:'Y+ j�3.{'t;s e �( iv;• .y . a r'f S ,t .'x '. 1 S ! •i f lF y, >. .xZ1 ,�,•.af l'`at`rlV f!` a i' ( f 5 { t 6r. k....,,i,l,.,,.w«.wnxn;vr+,a<ae,-.Y`sai!•le'+=N+..r=kr„v, -:,.....,,._',,:'..:.' .. . .i .'.;,.,. ,....,, ,, ,,....>.r, :••,...+., _........ .__..... ..' ..rr.w,.wr, et,>,..*eask xVb'!M''?•r`st•*.4h'YNtrr-i;.r�xnk.rnr,,:..s..,...,.,i.,.u. �T�.. , f { WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI 1, With full mortar coverage on horizontal and vertical face shells. ~± 2. Bed webs in mortar in starting course on footings and in all courses of piers, I' ' columns, and pilasters, and where adjacent to cells or cavities to be filled with grout. .( 3. For starting course on footings where cells are not grouted, spread out full mortar bed, including areas under cells. 4. At cavity walls, bevel beds away from cavity, to minimize mortar protrusions into cavity, As work progresses trowel mortar fins protruding p g into cavity flat against �°�•�'�� - "� ., the cavi ty face of the a brick. ?l B. Tool exposed joints slightly concave when thumbprint hard, using a jointer larger than the joint thickness, unless otherwise indicated. rt>`'f` 4 3.6 BONDING OF MULTIWYTHE MASONRY s A. Use masonry joint reinforcement installed in horizontal mortar joints to bond wythes together. B. Corners: Provide interlocking masonry unit bond in each wythe and course at comers, otherwise indicated I j unless othe . C. Intersecting and Abutting Walls: Unless vertical expansion or control joints are shown at juncture,bond walls together as follows: 1. Provide individual metal ties not more than 16 inches (406 mm) o.c. t{ 3.7 CAVITIES '"'`r" _ A. Keep cavities clean of mortar droppings and other materials during construction. Strike joints facing cavities flush. 1. Use wood strips temporarily placed in cavity to collect mortar droppings. As work progresses, remove strips, clean off mortar droppings, and replace in cavity. ''' w..J z° ' `fit w� �. .,• B. Installing Cavity-Wall Insulation: Place small dabs of adhesive, spaced approximately 12 inches (300 nun) o.c. both ways, on inside face of insulation boards or attach with plastic fasteners designed for this purpose. Fit courses of insulation between wall ties } IMs; '';: ' and other confining obstructions in cavity, with edges but tightly both ways. Press Ay units firmly against inside wythe of masonry or other construction as shown. 1. Fill cracks and open gaps in insulation with crack sealer compatible withr }' =y ;I insulation and masonry. C. Installing Cavity Drainage Material: Place cavity against drainage material flush a I insulation above all areas of flashing. g g t CS-4199-00 04810 - 13 UNIT MASONRY ASSEMBLIES RO—3/19/01 rie sttMlMMi [k.%7G4C�ifiCiW(8�'�$i?$SI'Vif+Lk#{XCt+te^H' .` —M ..} i�kA{f �j,}".$. :r � ; r' ' S '`, y +,, '1 .(' ..:,5 t � 7?'3 'C CA,4'iJ.}d arc•� ��;�� `', rt. tvr.1Y �; a. + v ri• ;,, , V ' ,� t t. .{ r.:'U.'r'.�a'..t f,?: �k;i?,:d$o,V��.� t<'�r�'7.�,��..+p�.4 x.i�. (•1. t , ,- i ,f, ,.F+: � � t °re' :+tin z 4z rr '!�tY'itl�lyr'f�',�',k t'r ?f�'. aft x � ./re.n.kN.X.+.ux.fMt.vt+..«.!v1...,.a .......,._. .. ............:.. 'J � :� WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI 3,8 MASONRY JOINT REINFORCEMENT A. General: Provide continuous masonry joint reinforcement as indicated. Install entire length of longitudinal side rods in mortar with a minimum cover of 5/8 inch (16 mm) on exterior side of walls, 1/2 inch (13 mm) elsewhere. Lap reinforcement a minimum 1 7 of 6 inches(150 mm). ` 1. Space reinforcement not more than 16 inches (406 mm) o.c. M(77 2. Space reinforcement not more than 8 inches (203 mm) o.c,. in foundation walls and parapet walls. 2'•Y xt; 3. Provide joint reinforcement 8 inches (203 mm) above and below wall openings and extending 12 inches (305 mm)beyond openings. •. 'r:>''k'`J' a. Reinforcement above is in addition to continuous reinforcement. B. Cut or interrupt joint reinforcement at control and expansion joints, unless otherwise ".::.. . ...... ..:" indicated. ' C. Provide continuity at corners and wall intersections by using prefabricated "L" and "T" sections. Cut and bend reinforcing units as directed by manufacturer for continuity at ' w' returns, offsets, column fireproofing,pipe enclosures, and other special conditions. 3.9 CONTROL AND EXPANSION JOINTS A. General: Install control and expansion joints in unit masonry where indicated. Build- in related items as masonry progresses. Do not form a continuous span through movement joints unless provisions are made to prevent in-plane restraint of wall or Y s . partition movement. B. Form control joints in concrete masonry as follows: 1. Install interlocking units designed for control joints. Install bond-breaker strips at joint. Keep head joints free and clear of mortar or rake joint. ' C. Form expansion joints in brick made from clay or shale as follows: ',,;?t, a;f 'i 1. Build flanges of factory-fabricated,expansion joint units into masonry. 3.10 LINTELS A. Provide masonry lintels where shown and where openings of more than 12 inches (305i �} `�'Syi}=. mm) for brick-size units and 24 inches (610 mm) for block-size units are shown36s' t '' i without structural steel or other supporting lintels. 1. Provide precast lintels made from concrete matching concrete masonry units in , $if color, texture, and compressive strength an d with reinforcing bars indicated or required to support loads indicated. Cure precast lintels by the same method used = for concrete masonry units. y i � 'rcr �°f'•✓� C54199-00 04810- 14 UNIT MASONRY ASSEMBLIES RO—3/19/01 M 4 li 1r{�.��yR1'� - i t r 7i S.0 ;.. ..«,:.+.r•as:rdrtra'F4.r.;d'n-kv:«.r'.,b.:..,., ,,............r.....: ............. I WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI 3.11 FLASHING, WEEP HOLES, AND VENTS A. General: Install embedded flashing and weep holes in masonry, at initial course, shelf angles, lintels, ledges, other obstructions to downward flow of water in wall, and -! where indicated. ' B. Prepare masonry surfaces so they are smooth and free from projections that could !` ` P uncture flashing.hin g• Unless otherwise indicated, P lace throu gh-wall fl ashin g on sloping rl bed of mortar and cover with mortar. Before covering with mortar, seal penetrations in flashing with adhesive, sealant, or tape as recommended by flashing manufacturer. <gr+�;;,}�A.>A,„'•.••a. C. Install flashing as follows: 1. At multiwythe masonry walls, including cavity walls, extend flashing from exterior face of inner a of masonry, wyth nry, through outer wythe to edge of stainless i � [ steel metal drip. -• 2. At lintels and shelf angles, extend flashing a minimum of 4 inches (100 mm) into i masonry at each end. At heads and sills, extend flashing 4 inches (100 mm) at ends and turn flashing up not less than 2 inches (50 mm) to form a pan. r r3. Extend flashing to meet edge of stainless steel metal drip. r D. Install weep vents in the head joints in exterior wythes of the first course of masonry �,•.;'r.,,>..;.� immediately above embedded flashing and as follows: SJ+ + 1. Use plastic weep vents to form weep holes. 2. Space weep vents 24 inches (600 mm) o.c. 3. Place cavity drainage material immediately above flashing in cavities. 3.12 REINFORCED UNIT MASONRY INSTALLATION Z it A. Temporary Formwork and Shores: Constrict formwork and shores to support reinforced masonry elements during construction. 1. Construct formwork to conform to shape, line, and dimensions shown. Make it sufficiently tight to prevent leakage of mortar and grout. Brace, tie, and support } forms to maintain position and shape during construction and curing of reinforced masonry. 2. Do not remove forms and shores until reinforced masonry members have :. hardened sufficiently to carry their own weight and other temporary loads that tb may be placed on them during construction. B. Placing Reinforcement: Comply with requirements of ACI 530.1/ASCE 6/TMS 602. C. Grouting: Do not place grout until entire height of masonry to be grouted has attained t,t14 sufficient strength to resist grout pressure• C54199-00 04810 - 15 UNIT MASONRY ASSEMBLIES :. ,,. RO-3/19/01 +r { , .n-w ? t� `'F�.t } j...t � • ! t 4 S .( +J .�3 rJ};,<�'� at .,�;tn h �. • , Li Sr I7 h y 'y }s t 6>f i��s�k7,a n+. t� }a J. r.r�t4+n.a+waF«rmiaFi,.,,,.vu»J...„.,.,. ...a....,...1":a. ..n•tirr.ww7n t.7'r.t<'•.. 1,. ,.,. ,..,.. . ... .,„,r�nv.rM+w..xe.i+r..�n.w.«.... ............> . t..�W LSD ;N iflra4 2'' ';; WATER POLLUTION CONTROL FACILITY EXPANSION E CITY OF JEFFERSON,MISSOURI 1. Comply with requirements of ACI 530.1/ASCE 6/TMS 602 for cleanouts and for g rout placement, including minimum grout s ace and maximum pour height. ` 3.13 REPAIRING, POINTING,AND CLEANING I A. Remove and replace masonry units that are loose, chipped, broken, stained or otherwise damaged or that do not match adjoining units. Install new units to match adjoining units; install in fresh mortar,pointed to eliminate evidence of replacement. B. Pointing: During the tooling ofJoints, enlarge voids and holes, except weep holes, and completely fill with mortar. Point up joints, including comers, openings, and adjacent construction, to provide a neat, uniform appearance. Prepare joints for sealant �`y, application. i,.r, j C. In-Progress Cleaning: Clean unit masonry as work progresses by dry brushing to remove mortar fns and smears before tooling joints, •r' I� rLy tY A1IJ ' D. Final Cleaning: After mortar is thoroughly set and cured, clean exposed masonry as follows: .i 1. Remove large mortar particles by hand with wooden paddles and nonmetallic `�i; scrape hoes or chisels. .G ,, 2. Test cleaning -half of panel unc ey` ''' `K' methods on sample wall panel; leave one p 1 aned +;y(•s' v��fMf'�,rr_� �'��`�r`~ , !ri s'✓w� �� tM�i I�r3�`'' for comparison purposes. Obtain Engineer's approval of sample cleaning before ,` ,.r',;; r •�w':.Wr.1 :}a Jti 15,.yr'r��1,7 "Y• proceeding with cleaning of masonry. ;,3xnKk�°°� .,„. , 3. Protect adjacent stone and nonmasomy surfaces from contact with cleaner by covering n g them with li q uid strippable PP able mas kin g agent, polyethylene film, or � tP :,�"'•r' waterproof masking tape. 4. Wet wall surfaces with water before applying cleaners; remove cleaners promptly jY �it .,"w•.,,. by rinsing the surfaces thoroughly with clear water. 5. Clean masonry with a proprietary acidic cleaner applied according to �. manufacturer's written instructions. ' 3.14 MASONRY WASTE DISPOSAL a+fi h1 Ffi?'Sa A. Recycling: Unless otherwise indicated excess masonry my materials are Contractors ''l property. At completion of unit masonry work, remove from Project site. 'I END OF SECTION 04810 j s rx ' ,}. ' C54199-00 04810 - 16 UNIT MASONRY ASSEMBLIES ! RO—3/19/01 ., 4.7f�;�''tt�:�ySjt".';^;,'m T.,(:.� "{. •iY�r c•' "r'.w'?'Y+ww�yv°SWf,".MM1;-' .^•^+...r...a.^+1vw6r.w++rA+'^"....... 7}'.�. "..i}r{t�"�S Stir;»,....r;,,�m S,••�M�.}.r-: ``+ 1'i rG• °G. ,�7.�x�.::,4 tr .;l r { �{ �. ). t kx t r �"�`x �� .r. ?> at SS, �i� S H`}•'r !!r:. 1' .l t t �; 't•y"Z '!t :fly + t.y �! } ','( � t:t. ll. F.:A YS� 15'�1•r 1�i{ tiS�f�l Spy} A t Y x`.; r t r r.�t t .r's 1 J .�' >, t •'� rr�� `fir �s?.fA°8,7�t •tit r k r ff/"xr 7 4 .�G° � 3�!7iyr�.rri r , 11 t t ., .. �! v� t f \,� s�� .tk HAS z�;��v3�,• , .,-....,...... 6 .•a WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI SECTION 05120 - STRUC'T'URAL STEEL PART 1 - GENERAL ri 1.1 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and Supplementary hYY?'EsJ 4<j�1' Conditions and Division 1 Specification Sections, apply to this Section. ; -�J 1.2 SUMMARY A. Extent of structural steel work is shown on drawings. Structural steel is that work defined in American Institute of Steel Construction (AISC) "Code of Standard ;1 '` Practice" and as otherwise shown on drawings. ..' 1. Miscellaneous metal fabrications and metal roof decking, are specified elsewhere (. in Division 5. { 2. Installation of anchor bolts is specified in Division 3 Concrete. 3. Finish Painting is Specified in Division 9 Finishes. B. Delete AISC Code of Standard Practice Paragraph 3.4 and substitute the following: "Plans have been made to scales adequate to present information for detailing andf,',a,xfr ' construction. Presentation of bid proposal is an indication of acceptance of plans at { scales as shown." 14'�., 1.3 SUBMITTALS A. Product Data: Submit producer's or manufacturer's specifications and installation �,`,;v,"; ?,Yr;,,; .. instructions for all products specified. Include certified copies of mill reports covering chemical and physical properties, laboratory test reports and other data to show � f' f �w71` SLt7yt compliance with specifications and specified standards. B. Shop Drawing Preparation: Prepare and check shop drawings showing complete details and schedules for fabrication and assembly of structural steel and all other - ,�,{...;.....< materials specified in this Section. 1. Shop drawings shall include, but not be limited to, the following: ; ; ; �it�,x� a. Erection Plans, Elevations and Details, with piece marks identifying locations of fabricated members or pieces3 } 5, b. Member or piece details (shop tickets) - , c. Base plates and anchor bolts '"` t` C5-4199-00 05120-1 STRUCTURAL STEEL RO—3/19/01 . '�. ,, °ar � Pow. r;...^ w.wrw.aU.aMWI�rw�l7rN+twralu•?a+'n^"" ,.— t. r` J ee:: t ;{,'y' rY S lr��`� 4 rt> \tLjS,,{y�tl` .y;4,iS. ::�� t.r .l,�ry jjs r 7 ..,Sa � r l' � -.i !! i' � �•[{.��t�' }:4�'y,G/C( �;t.:. e'� t, ).a�ri., dr. t''1,r�1ir .ri ¢yt7l .r e fr i , ,iq ,. ,,.t7 s•: t S� i i�R�.�r '^..A'•'J'i r4 1�{^•i,�{,.i k,,�,,��i�}.l_'�a,e�:.r�'.?..�r,st,li,;.,:i S,s�;,:,x ly,+rt,l}<l t"r+.,,.4S,.fl'4i�(.,..,'.a t a.�'7„5.�L i,T° ,,.;.if�.',+'r'}.,,1 d,,''`rt f.`,.V yi,.:1c!..,,,.,•. , r'.4 , I .s: `,/. ,..7 �! ��.�..) t 1 , �.�_{+ ..r~ :t•'d y L .l r:'r Q,'f f1•' .1 r y t”:i.{,.r•r Ss 1'SY x 7 t.r.;:.r i+o,,.1}i,4�,Ir,>f`.d-.i.'.3i y,E`r,�S v t�j4 Sr;'t[�.FF}?'tt F''.r•'t--.,asJ',l•�:ij�t ;aN ..hy ;, ty,l�Y•'. 9 } , d R„ �;��t$F L 3�r»f•Y�-N�r�S�,�.h Ss�.`, ' r .r ,'4 n r } �t r t :, S , s -� •�a d'�+ e t o , ,�'�''r°K7;`�±f.�!,• .i� 1; C ��+` �• ` �ri� .� t t{S`! r !1v i t r '.t, � .� j�s .i i.s�7,tft t,�r,�I�p� S�bT`�” 4�i�3��;�3P � bl�.r� f 7 N f llh�" iSily,lt. tf .'1#. u i s e ,f :i S..t, r •f , 7. !1P +�y }n��, ��,,yff t +}h { °" kf'�(",ytrt `,y r t .tf ft r .. .:� f .;a tf7 r• . t ,t 't'3,(, �•�k},[yi}y) {fe sr}fi0 rStww»r.+its+r+wJ..w,....a......r........,. ._..,_;.r.........,w.f..'...,. rear . r.r,... . ......:..1... .,a.Mw�.,Jt3tn"u.`+n'n,.•y.....,......• .�.......:(. . ....,,.......,w.wl:tt'Yd t Ii� 1,lai � t. 111111III111 t r jWATER POLLUTION CONTROL FACILITY EXPANSION '.J CITY OF JEFFERSON, MISSOURI d, Details of cuts,connections, camber, holes and other pertinent data e. Size, length and type of each weld - Use standard AWS A2.4 symbols r`•`:�'::::. f. Surface preparation requirements l g. Paint type and manufacturer t , h. Painting requirements including block-out at faying surfaces 'r>k,;:"= '''4 t y4 Y i. designation Material ;+��° u-fri.�tt•,r, 4t Bolt types and sizes k. Setting drawings and directions for installation of anchor bolts and other I anchorages to be installed by others. ' 1 2. Verify by taking on-site measurements, dimensions for existing conditions and for , �n��..•.�it,ti N,�: items requiring coordinating with other trades before fabrication. Show dimensions on the shop drawings and note that they have been verified. •; I 3. Do not reproduce design drawings for use as part of the shop drawings without written permission of the Engineer who prepared the design. When permission is ,i granted for their use,they may only be used for erection drawings. r, 4. Include details schedules procedures and diagrams showing consideration for the sequence of erection and bracing necessary for stability during construction. 5. Design of Members and Connections: Details shown are typical; similar details (j � { apply to similar conditions, unless otherwise indicated. Acceptable t es of connections indicated on drawings. 6. Design modifications may be made only as necessary j g y y ary to meet field conditions and �:k �•}.,�,:,�. j, to ensure proper fitting of the work, and only as acceptable to the Owner. `° F " :" Maintain general design concept shown without increasing or decreasing sizes ofF' " " ..� members or altering profiles and alignment shown. Provide complete design ' }; E� ..; J .. ;n•,..,.. calculations and drawings prepared by registered professional engineer if design :;. modifications are anticipated. C. Shop Drawing Submittal: The Contractor shall review and approve the submittals before transmitting to the Engineer. Submit shop drawings in phases to expedite review and release to the shop for fabrication. 1. The Contractor's review indicates his verification and responsibility for: F n,= a. Field measurement t$ Jfi. b. Construction criteria c. Interface coordination with all other construction y{ d. Quantities .7k , .` e. Accuracy and fit , f Dimensions and location for items in the work with identification where interference may occur g. Welding procedures C5-4199-00 05120-2 STRUCTURAL STEEL rr RO—3/19/01 .FR: •�,M''t�`�yy9,.ii�';,.,3',,•��'.,,�,. ,;tP,�r,:, !�S tr.rt L"',«....+!"''S!itt:�Mra�p+AG�fdtuwrnw!sxrert.w•n'^.'^ t""^^T+,»•^ei.«.n..wxata�t�C<s}aWaAx,t>A4FrraryJtwn'!1rr'^^^. ;i'- .',^,i��5m.�.�.��•��;t�'�t�a .f.,., •.lS't r� ktK�i,r 'ti ; s. ;t.", r .ix .:f t t t d 4.r, 3r F �,. l �7,.lrJr�,�.' � +. es 't ,Vr�'??f :✓!t _ 7.rr:,. «�•r itr,;,. g:5 �r .,7i lyt'� _ }r+4 i# ,} = J. j >t t :! .ti 1 t ( r v.. r f t ,tij t u nc'`' y .N r �� .'1% i f e i.' ;tl t r .¢( .rc ¢�t7 ? .rJfi {rt 4,5,y7"1ti4A c.. �h � ��y �' t! t A �` �� • ]l�}''{�`rr. 'l twIIS'i(./�at,},t}.,(k v{}y' 4. K.;tj.`,,r 1 k /:yi E i .'ti..1 r ..4 7 "E '_.f �. s '�:. l °.,% f }< ( kt iljd, 3. rtty ?f�•rki.a;'i'`SV ��yyyy„„�� .Q'j3�• �•,'.�rt:,syf..�i`.iArl rt�1 M•,b tt �_ � y,, 3 �� a t, .tl ,t �;'C.'::'f:7 a i.. '' L'._�y�i^l'ty�[y.:t.u•�,tl Y,4�L �: a d +i^. (t- 1� {'•1,[, ,i.t � ' 'v 1 "n if 1 }�:r ,jt' .a P,3r;�.r:+ ��*t'�t r�x'�-�; r� "•i�, .X, a t �t ! liar! ��i "�C 7 i I t S' t t 5.'.{st (s .r�J..t!} r`k 7��jP}�i„L✓��iy t.t{' t.d 't�}"�,� { f. T •�:�,F. . dr 1`1 �t ! St.Y'.CYC , _ r .rt, f Z�, .r 1 r •t .. ( '' i- v s z*u'9+ �L d M1,, .zyr , f t r.,A r t .. .. ' + V`:! a Y:� 4 '}. f, s�i,•�11� M1�`5f'^�t:� t 3 r 1+• ,�� +.emarmr,trc��+:+rterrnw.i.tm..,.,.,.,,.t,,.. .k.l Y f �Y '1 d:.,..:,:L.c„eMr +bv+R�4e?•MtNhtate»�rllNt�rr.er.r.,,.., ....,...».1. .. .. .. _.......„r ,•-ur,+ti^+....,.w;x. .:rv.s . 1, ..s,e >........... x � L +k WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI t� h. Verification that shop drawings have been checked 5 }� i, Verification that submittal includes all information required by thet`,,, ' construction documents D. Owner's Shop Drawing Review: .,U 1. ' 1. Engineer will review submitted shop drawings and apply review stamp for conformance to Contract Documents and general design features as follows: a. Material designation and description '�tytt, •; j b. Member size and weight designation for required locations c. Plate thicknesses d. Bolt types, sizes, and finish " GT e. General control dimensions �, ,3f`��;,y:t•,, f. Weld types and sizes g. Member camber h. Connection details i. Surface preparations(cleaning) j. Shop painting requirements y ') ' tAti✓oy N.2. Should it become evident that the shop drawings are being submitted to the Owner with signs of not having been properly checked, they will be returned without review. in 3. Deviations from Contract Documents will not be reviewed unless a request {�M* F n$1Tf��rdy t writing is made by the Contractor for approval of the deviation before shop v drawing submittal. ,. 4. Review on resubmission will cover only designated changes on the submittal or those clearly identified by encirclement. ' E. Shop Drawing Changes: When corrections or changes are noted on the shop drawings �:ifk; during review and the Contractor feels these are beyond the scope of the Contract ►�r. Documents and will result in an extra cost to the Owner, he shall call these items to ; ' ,,,`,. the attention of the Owner for written authorization before proceeding with these a'r;Y corrections or changes. Proceeding with corrections or changes without notification confirms that there will be no extra cost to the Owner. f�a F. Quality Control Reports: Submit testing and inspection reports for high-strength bolted and welded connections simultaneous!y to the Engineer and Contractor on the Af same day tests and inspections are made. Include data on type(s) of tests conducted, j4a�'�t, test results, and work required and performed to correct deficiencies. ,,p C5-4199-00 05120-3 STRUCTURAL STEEL F.' (I RO—3/19/01 i4.,C•��t �`, in I +^ fit`, i.�pt R •e—„+Ir"�rlr.:y.TP'.^t9{:..t,t,p. ..tdP1YMYF» rrr'i j�l��9, „}:.,"1•S.� . '�s,, .;.tbt,ra-i ,.,. -ih ,•,. } ,.,. r 7 Sr,:tt r:r•,. ( er •e .7 i ). ,.i C - I: •GI a"�'"' •;.+i+,'Sat;'^w: ,Sr 7 ti:aA�'.,.�ii +?i..l'.. ..Fa+. .r' !^ }.� '4i .x ,,1,"• ,J: r�'J!..1i�y+ )1 1 •I'-:'•' kC r't t.t' `• ..�.': r ,.':, it ':f.:r 'i.. 'i •�,"'• � $h S:�.:;5:",`:,";1, ;a .e't' tt ££rt.. y,",b yy,,.tti)"!�r. ,"�rK'S� T �:'(• '1 2. +'{� d .�r" ,i'. I t{l :7,1 u� .r , .1 •{.,.�;. ,'�'.:T.. a,' �.i r...ti.�'f:�..: :N .��*a. ,Y� s:•{+ r.{., � • r' :�d ,t?''+r,• ..,�+t• +1±..yrK •f� t:'`] 1 �Ii'M1':'�.t' �;.,•r)... }'}-. ,.J:,} !f ,Yt , z t �. t !. ..s, f t. �...,,,,r.,,Y}.t•� i.,' � �.. 1'' r,+ ,t�, .r)r •�,�4r., ( , ;l ) ,t e r., ,? Ft, {t..i t.'f(tt r r�s 'v s v.>,.' ,: �'� r , ,r�r r i Y n.•' 'd a,: � t �: ��..4�<ra;,,..,kS?�`. � ,� `� I'r ! r4.,.,1�>" %^w�+� .;..ra'}I t ttY '�, s,. br..,i: �+, i ? t• t. .i 'J ,t�a'h,, ,Yl{„t":,t{,... >{, �`6. ;i"' t�•a .�}�p� i„ ti^G •',,, ,IF �,. a• ;;{{ .ff;f%`o td, .'r: 'a', .v!,I. :� t. i. ;•i,-•r: 11 .}. ..�, .,�' :1.`ti~k ii' i rSx.•'+A,...:,:<:',r} caf*,HY�iI, �5. .f F�[+'T.tz ,�,}� �'{ �r3 t .l t}, �,�.tb'Kil•': ,ij4,.�` ,."1... .;1`. � F.M1 ti ,L t.tr f.. .rl ' 1 ,rl ti 1' j 1%n :^.r �.14 f yl.Sr,J_.,r .,;�(+`r(.� (+'e�,t �I,Y' �<t 1�,`,;5. Y ;{y �' yra:In:d'),. ,:{...,t,jl�" t .ip+. ;:t, ,,}:•,,,n r+ 5. rY .tn rK.:'z` r'r .✓'f a'i u., ;�.1": .^�++ '"'i,ji�.�. f' :�•;c,s,. '•t,y a.� t. •{;'„h."� 't r,•: �:, '.,}: >, 'a r r. .:!n 'r M1. rY;t �j., i? i •tt .i.. :t Tri.,t i 7;v�'>I:.dr, J r;'�J;,� .� ,t.r,s _.�,.�b.�C:¢1 :{# 1� � N, ( F.�'1 I, ..�: {K. J S 1. rr, *r.,° t' 7, Y.„., t �. �+t. 't t'�y`.tr i ''.. .: +ti n��'• ¢ w M1 f�'{`. )., F: f 3 i.•Y' 't -I-- ,�•{ t i :t +e .l t a .� S.„ 'f.. 1 ,Kt' 'r� s 'y /' .r;f„}; ':T' ,•ler . 5,•'+M1it�j,�1'iq`?tXjciYtC�.:ki;�<e ;7'�i+�:��'� • ' ., ti 1l.: 1 f ,✓,L•' rJ: t V`G 1,"t. ;,l,,t , v .}'�,-'t 5.� ��G,r i. J,.J Ar .v ,rt• rR rS:1'r:'.Stt1r%�+1. .r.r4 'r' rz..r7:.t.td• ft j !: f t t l t: .Y! f. ..x,.. t_. t � t.t tt1 t .,�77 rdi�,flti�ilt;,,a{g{a rx�,Jk�r7�;•:.r2ak. � r+jr; .r�i M� F�:;:'1 {l� i,..1•.(: }�: ':d..,! 1y 4p' 1. � t.:l.::, .0 2' , ,.`-.jz{:• :t ...i. rt t itt r.,i,- r 3 ,"!7,t,.t ,r) �.. J +!: M1 ( ,a.. 'w '� �. +. •5 aF.r;: S i P i , `•�' .r: �r:" :",.7;* r' ,'.f �Yl� ++ :1 ':r i }i• � r) tJ c.,'r�,d fA($.>.7.4,t�,}.'S' „� w'Y:. �I', ,',2•1' i > �tT T.. 1 i 1 :l .3#r:e•: �.l:,,.l i; t .f•:E'Ll..t7 '\''�}('i,,, o.{'j,af;{tt 5} };''°,iT,'t Ul+�+},d� 't.t(rA`i ti[,'d t y ..r 1 :} .. • .. '' �� , StJ,� t �'?,r JiF ./r tx. .rtC4ru.3rYUrrt.W r+ru-1+.Mi.M.4..»......,.•... ,.... .•... ..r..Y4 ..'.M1:.•i. IY. .+f'.+ r F r... ,... ,.. .. .. .......,r,.r . ,k•.r•Y•Y1.Y4+n a ,.e..«„... ...._...... ,. ...r...w a..u.•trSltitP.'.f.V i1 .� i \ r,4'}.� WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI j r 1.4 QUALITY ASSURANCE A. Codes and Standards: Comply with provisions of following, except as modified on drawings or herein: , 4 i •r r 1 1. AISC — Code of Standard Practice for Steel Buildings and Bridges (Sept. 1, 1986). Where exposed members are designated to receive special surfaces and ��•.as:,;c,Y,�'.ar`{"•" ;• handling consideration, comply with the requirements of the section on r ht•- Architecturally Exposed Structural Steel (AESS). g 2. AISC-ASD — Specifications for the Design, Fabrication and Erection of � � ' Structural Steel for Buildings, (June 1, 1989) including �`` :G°' ''� Commentary and •�xr-s;�.:t a, Supplements thereto as issued. 3. RCSC — Specifications for Structural Joints Using ASTM A325 or A4'90 Bolts (Nov. 13 1985 approved by the Research Council on Structural Connections RCSC of the Engineering Foundation and endorsed by AISC hereafter referred i to as the Bolting Spec". �:=•;;�a�;��<.jtly,,�tit. II 4. AWS D1.1 — American Welding Society "1990 - Structural Welding Code - Steel" 5. ASTM -- A6General Requirements for Delivery of Rolled Steel. Plates, Shapes, tit Sheet Piling and Bars for Structural Use. '.� ��e;t Y ;f<;�r�• 6. All ASTM Standards listed herein shall be issue date listed in the latest American ?'{ ;; i• %,,.'' Society for Testing and Materials Index. i •;143,' 7.'P'Y 1�FI \'•!I. N' B. Contractor's Quality Assurance Program: Maintain a quality assurance program which complies with RISC Code of Standard Practice; use inspection methods and a level of testing similar in scope to that required for Owners acceptance under Section 8, i.Y.j'fi. Quality Control. C. Qualification for Fabrication: Use fabricators certified under the American Institute of Steel Construction Quality Certification Program for fabrication of Conventional Steele Buildings (Sbd). `' ,p �• �kti . D. Qualifications for Welded Work: Provide certification that welders to be employed in work have satisfactorily P assed AWS qualification tests within 12 months prior to start of fabrication and erection. If recertification of welders is required, retesting will be Contractor's responsibility. r�, E. Reliability of Certification: When Contract Documents require professional and/or %t ' manufacturer's certification that design, materials, systems or equipment meet performance requirements, the Owner shall be entitled to rely upon accuracy and completeness of the certified calculations, submittals, and letters. IV:JIM C5-4199-00 05120-4 STRUCTURAL STEEL RO–3/19/01 Y"nN A R W+r'M."tMtW4fRM47t,% RMti'^'�+ �. 1 ., ^^' +rvµsd+7t•7+rit IAAk� T" 1 P 1 p1 •. { `� l...ti�r.v 1 ., 1. . 1 5 n-rp+r'. �,+��Atnsacp#�+�x' > { '"...•C.D } na ;(flk.l�tRS'rfty�,�Y'St„'�= t.�{ Y t k..4y ly�t.:j?. S ,. 1r til •,! r rf it f r)i'.S,�PS+S,e.,)1,�'}�%` v H ka Li< l,�t{ .•h yl�iiz. f t t{st{ _ i M1[ •sl �5i! t�..! Y >"yat Yti}t r �y}•��.`k+�ta)• ,r'� 'It' 1�PLs�?r it {�.,.' t {I,' �: , �:t , , t Sr iu,,,y t{y+ •�/Vt/L� t y,,y',�, : � a. r i t r,i.yl, ? t r I(! ti's{d sett` ioFf}�"F lFk�.' .li`,+ •AS� Mfrt�t S�k4YS,S i� t?G'tz'ri �t1z� '�i ' .. .{'' ' �te. t f { '.?� Llag{?.,itJ��+{ �f�ls't it{� fy6�•F.•'f1t'. IT t Y ,,t j tr;i r .. 7 ..y{. 1../'i�t.ry..t{� 1�0,��j1f o••., •*�.(t I ^I .t:.. ,r '' f , s tit '}i)s ,S F•s r , .i,''r1i. , t .• ,a.,e 4,'F.K,i •t��rfi..'SV.t.I.., ...... .,..u.,i ww,i �.,,:.+.w ,»IMIMd,nl Yr?,rFY•.•,N•+.r,.... ....,. .. .r1.wi+.w,:rr..+wHtYN��IRS�f'LM�$1711.H•to1N at ... .. � 1 F is¢L {et WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI l 1.5 STORAGE AND HANDLING <.1 r � '. A. Store materials to permit easy access for inspection and identification. Keep steel members off ground, using pallets, platforms, or other supports. Protect steel members and packaged materials from corrosion and deterioration. :''' ` ' ' '%i B. Do not store materials on structure in a manner that might cause distortion or damage �> ,t to members or supporting structures. Repair or replace damaged materials or ;` ' �, structures as directed. DELIVERY A. Deliver materials to site at such intervals to insure uninterrupted progress of work. ' B. Deliver anchor bolts and anchorage devices, which are to be embedded in cast-in-place concrete or masonry, in ample time not to delay work. PART 2 PRODUCTS 1 2.1 MATERIALSr�{`+��4�`n A. Metal Surfaces, General: For fabrication of work which will be exposed to view, use only materials which are smooth and free of surface blemishes including pitting, seamy;<„c �,; r marks, roller marks, rolled trade names and roughness. Remove such blemishes by grinding, or by welding and grinding, prior to cleaning, treating and application of '� x,,ti surface finishes. B. Rolled Steel Shapes, Plates and Bars: ASTM A36, except where ASTM A572, Grade �.;,,:'�,�;�.;;;;�:;;•�,� 50, is shown. C. Cold-Formed Steel Tubing: ASTM A500, Grade B { D. Threaded Rods: Hot-rolled carbon, ASTM A36. Nuts to develop tensile strength of ,.,��t�t f t. • , »� rod. jf�r x C E. Anchor Bolts: ASTM A307, Grade A, square headed type. Provide with ASTM A36 ,r plate washers and ASTM A563, Grade A hex style nuts. F. Unfinished Threaded Fasteners: ASTM A307, Grade A, hex-head type. Provide with ;;L673 ASTM A563, Grade A hex style nuts. �'��4: •y�.,y. `^III i`v a!' 05120-5 STRUCTURAL STEEL : zh C5-4199-00 RO—3/19/01 ”{ Rusa9ti4�?! n^•'^"^'. ..j. r' , t ,....,.»..rwr rw++sc+lwm+uaxarnT.up!ww'"""`""i"I; t1 :f+. s ti f P lip,?.;=-tu; '+l^y1lF y.?4T "F '! f';t. .l' a .;�,.J-, � ?r 4f1;. ," { ;:t�tN* yytee s;,A7•l,.fib •At }.tS� 1 t'. �. .,4: :2.. f;: 'Y'1:4�' •t'1t::y`,. ,:l 'sr'':Y F`:, .{ S<'HNM�� P".- }ti �'[ a.. ' r?+, b F r ,'.. ! t�;.;.;+4; .1'�' �' :•f' { .u oir-',3.. Y f J�r' :C'�t 't r'+.i h� � 4" N .rc�- ! x �1 .t t, t:ta 't i r , , i, �,i e' j� tl . r �! } $,�,, t Fl �sx�r t .,.r%�:i`�r,�;,�...fYvn� d �'k?� +:r•• �" trti 4u S:: T art .,r. t x ��Z'i ,.t..Y� I e'.'t.f�' .� { a•t "t`;` i4:,�f lt�. + .i�:.S 'sr.lr i., .y_' r .5 �r� +�r,�r.,;�:�r J=�j`4'•t�t; I} t�r }f��;•.;.!f'. T.r'' .7,,. :!�Y „ c.<�t�•'_,�.3 •�. ,: .r � ,.t. } ,� .r .? 4 !t "°Y y ` ", Jt t '',,i {!'.i��",.ur •sr �yyy.{.w..{a..,i.�1�}:'{X26�•�.Cf!,fi `.i x,�r::v-� Ill PIMA* I !t("f .„\''�.`(, {.� .{ 1 1'. y tlf �1. 1 '�.� 1'.''t' f �L�'rq � {� .{',•�'s:tr't'if�{�!'>. � '4.:x `,k..i..a `1A 4y, :'t' .i•, } b t `.'J { .1 ,r :,.. •ygik{ r{S r .,'hrnrt .�"` +`i-�,t�ivt 5; ,4 ,.ii 't ..tt,. •,f t, \e..t., <'�' c .� "•i,t,: ,� .t 1 ,; .�:.f`.v'7. !� n'N.'T •;l x.. t� .y ,.�iJ� ,t>n } f 7,.. 'S ` ,r' � I .. t f 1 ,.5 1`1' fir• :l f4rtir.�.� iv?C.,.F'f,,( Y ,t..�� t";r Si;'. �tW t{�h,rl ;ti Op, ..t tX;�'ec''o)�r[{}}��,l Gl�� .7 FY r ,1 r i s t � r � r) yY S ),.,r` >ti i<t.,,'•er.. :t�� ;,,y" GE.iJ r=..:4, t. y i ,.+�.. �.r•] K. R'nr f' Y'r ,t,)inL,rs ll.<j;.�}'; 10 ,'krx,_ ti,' !t'i=. it,.•;t }. .5., y r,, rc;a/li.:St,,:yx J L' •1Sa.k ¢, :�^r+ tis� r 'a S,a:. w, q ',S !' Q V t..,fii yp yt3 }' �� 1'r, r� F Y 7 f' ty atZf 't k tyai}'tak�4;., y t 9 { , x i 1 tt?:`Y; ':4°,H ✓ t<R y:i.<?KTt,q� �( 't'�^r.! t t. 2 �{r� �; ,i{�i.{,•,i r i :v' 7�i ' ':i •� .. t. , .t. / ti•t1�f rJ lj i '�S rYt',d Y�1. } �-,tlJi�,f r. ',•fj 1xs .r ,��. .ct. r , Ss t, S. - 'i: ,S 't' 'ti t 'a; .t,•jt/i�'r' r..�eP. r1,,,k� �eF, tj„ Iv' •.V.� {ty�,' t�'rl.• ',h l+ir i `(•t .et l (j',It C . et L s t ,. iJ) .t ',t}'t��{.} +.'+ J:.�S�••qki � 't'��rweYr.ainJ.Mi::MAUlwM.'Mr+..,.+,rw.+w.s..:..: ,...... t.,....r.hnw...:...w.w..s.M+wahitHMLIF?/:MF.S.c'•'fay.,rye•.+t.4x rnr5.Y11N .�v.F...,..., t. ...........Fhul,wNiNYnVp1n'atMKra•mw+n.,,.r.w,...:tr t..._..i(.'. .4<Y�.z+':•.f,S�et.:.twlF.feMFfA� iit J+� i � l ti WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI + ,r hs.t rY . r G. High-Strength Threaded Fasteners: ASTM A325, Type 1, heavy hexagon structural kip bolts; ASTM A563, Grade DH or ASTM A194, Grade 2H hot formed heavy hexagon nuts; and ASTM F436, hardened washers. `�' -s •;a.,.',r,,�a 1. Tension indicating bolts with hex heads may be used at Contractor's option t, provided that bolts are clean, free of rust, and supplied and maintained in weathertight containers. 2. Direct tension indicator washers may be used at Contractor's option. ij H. Universal Primer: f"' 1. Universal alkyd primer: a. Tnemec 37-77 Chem-Prime b. Porter 282, U-Primer; r�iLtJ.111+i• c. Ameron 185,Universal Primer s; z3y z; d. �lalspar 13-F-2$ Chromax Primer gZ,v+r, 7 � e. or equal. I. Structural Nonshrink ' Grout: Premixed prepackaged, pretested nonmetallictV, +y=" "�rti'=, ',��,?; ,. > noncorrosive, nonstaining product containing selected silica sands, Portland cement, w ' �'„ '}.` ; shrinkage compensating agents, plasticizing and water-reducin g agents. . g 1. 5000 psi minimum compressive strength at 7 days when tested by ASTM C109. ' Shrinkage limited to 0.00" in plastic state when tested in accordance with ASTM C827 and in hardened state when tested in accordance with Corps Engineers s of En i �'' " `- f Nk C;,J r rc^a; CRD-C621. ,�Ir'� +' j a. "Five Star Grout" by U.S. Grout Corporation b. "Sika Grout 212" by Sika Corporation C. "Masterflow 713" by Master Builders ' z . ' d. "Crystex" by L&M Construction Chemicals yir` ttt e. or equal. '.sA � j Jai 2.2 FABRICATION A. Shop Fabrication and Assembly: Fabricate and assemble structural assemblies in shopt;,kt I ' to greatest extent possible. Fabricate items of structural steel in accordance with AISC Specifications and as indicated on final shop drawings. Provide camber in structural members where indicated. 4 ;jj 1. Properly mark and match-mark materials for field assembly. Fabricate for delivery sequence which will expedite erection and minimize field handling of materials. C5-4199-00 05120-6 STRUCTURAL STEEL RO— 3/19/01 ,ri�i:.J v^ ?, ,xm.. .�,11't h'.,.?^,K•-� NUv+7�;N,4„77t ._ ;•t. � •.y,.« V-?"-'^-r^n..«!!y+n.aw.h�!;�s'Ia+V�'.+ "r^R.u'^.""';;T?�s'1°''r:FX(":-�• .7" .1•:. J /t, v^y"�^�Y°,�",hr"'r°�l.Itr y�•,1f,:•t.,fir.,+. , + ,t jl. a. .4 ;G [ r� ,r •t±t, n'I,. ,}. tt ;: iT;yrrrti' .,� t' 'ft,.a,..a ,i E "l�)2 .,+;. f :.> t M1 }'��, �,.it�t4} ,z'�rt c•��+ 'tY�J St?«l,F;, }4 E➢A, ? t�>�{��°�ti?,��k�ii:fiy>zr tJt'�{�4'"+)J4r'.'rt YF t rY.r 'P'k r4rii.'' �5' t`,l r 3 +,�rtt'. ,,t, r ,�'?37 t �x'c,rx�' i, �.ifi�g'�S{"L� �4r>,"x�'}t't,�.'�J�r��;y'�t' LAF`t{ g5;'x' f" yf`trft tyr :'7�'{Cyi'i '�:.�y r `t�F }.!t '.t •• s k yT r. .>, ;u, .I ': it .i i ` �.t teY. ,:}�';Y Y}.....T1.a4r. 5 4 it./'kt'-`r`-5^ .,�f�r y�E�.�MA� k t`f t1. . p6t l`fi rY✓t(r...},J) •tt., `+r3, '1;:: ;,r a.. rn•�.v' 'i„!, c5 r ia.i,+. ;4 i kY i r.bt .yysin '•r'tid Y+41 'r rSSF� '''F"42P ra r.,,” `•�r, _ri.t ,:kJt f.,v Fsp �fi'lf��o.)+� r 1 fj )J �1n 1' t� LY {•:1` { 1 i t .�11 l i 1 .C,F.1` .V �+ 7 .:�.II 1 '1..., r� � '}' It '¢,1V7Y' j,SCR' •} . �: s �,/.�,.. �i ".:z7' � ��! f. •�i t�,r .'7 f},�,;t�;r�:a 1 f G 1`./ty 4 r i_ }�; tr f ��: ! ,i•, y: <`'(.t I A d� t S#fit }R fJ+Y��. 3:!9' ty'?4 .� FryS T?,�:. c).Y3 1j3 � r '} 4L r'x3t. : S iit:"a11 t r, t t tl f jp ry� 1ggf t, Y �j } 411 '.r d+ ✓ t � . ,t of X17 �S,rP kE�r �.�k...ow.ffr'.hf`N.YSfI}f1i1k!}M'.r,,t,!f4N6Y...yfts.t;,•,A,-e....... ." .......... .....s.......i...t.�.•e s.,:,.t¢'.,-, t rte..,..,........ .. :. ....f,.a.,w .....,flivf.ha/f1.M nA wl4fie.N I.+.,xwfw. ...+....., ... ...-...,.., tl�� ((.. "! WATER POLLUTION CONTROL FACILITY D WANSION 4 • ;; ",'~'`.:;. ' CITY OF JEFFERSON, MIISSOURI ` �rt B. Thermal Cutting: 1. Structural steel may be thermal cut, provided a smooth surface free from cracks ti and notches is secured and provided that an accurate profile is secured by the use I of a mechanical guide. Hand cutting shall be done only where approved by the Engineer. Preheat steel to 150 degrees F minimum for thermal cutting. 2. In all thermal cutting, the cutting flame shall be so adjusted and manipulated as to ;:f ,,. avoid cutting beyond (inside) the prescribed lines. Flame rut surfaces shall meet4;. kw the American Standards Association surface roughness rating value of 1000 thick, }� except that flame cut surfaces of members not subject to calculated stress shall meet the surface roughness value of 2000. x' ' ' 3. Miscellaneous connection plates and other material not subject to high levels of stress and less than 1/2 thick shall meet thermal cutting requirements of the i j AISC Specification. " } 4. For members or material subject to high calculated stress and greater than 9/16 of Vy an inch thick, thermal cutting shall comply with AISC Code and shall meet II requirements herein. '' Y 5. Thermal cut surfaces of members or material shall have their corners rounded to .. 1/16" radius by grinding after cutting. 1r 'rtl I 6. Re-entrant cuts shall be filleted to a radius of not less than 1/2". h 7. Surface roughness, exceeding the above values, and occasional gouges not more than 3/16" deep on otherwise satisfactory flame cut surfaces, shall be removed by machining or grinding. Corrections of the defects must be faired with the surface of the cut on a level of 1 to 10 or less. C. Connections: Weld or bolt shop connections, as indicated. Bolt field connections, except where welded connections are indicated. 1. Provide high-strength threaded fasteners for principal bolted connections, except . where unfinished bolts are indicated. D. High-Strength Bolted Construction: Install high-strength threaded fasteners in ;:,,,;,:. accordance with the "Bolting Spec". E. Welded Construction: Comply with rules of AWS D1.1 Code Sections I through 7 #t' 4S' ; and 11; except for sheet steel less than 0.18" thick comply with the rules of AWS JI �` 1. Comply with the additional rules for Statically Loaded Structures, Section 8 of AWS D1.1. CS-4199-00 05120-7 STRUCTURAL STEEL ,rrif; RO —3/19/01 4,,�wrx �� -.•f+++.asn ,wv.�f...-»- rl. . s�f�,'�v[.' 't "�;f.�l,A��71'CRf4W�51Rft4r4'YA{Y � Ah'�Y1t/.'tYt�Cj.{+�,7io'"SiAIW,NkP+��' BtNXNlNN4�S7lSP:W+ ! �`� 'C'Z' M U .i t''-l. 4 .4 ? '.t.. j�:; v`,4if C t r. ) fS. r. � >. .i li: tt.f. r ri 1`'"'l� f ': t t. t.i�S�rd�L C. S {Li+9t Yti /t t ' .rS .•S ,i i i, , , ! t: � i : i !y r t 'i�� f(> .� 't. rl ;jnp ?' n.i n+»':»,s..,, ..t.•. .. ...- 1 .... .... .,- »,,, , ,.+!aongrcrN,n:.ho.r. i ., WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI 2. Use welding procedures and sequences that prevent locked-in stresses or ':_' t , distortions. Where the details or erection and welding procedures lock in stresses (:, or cause distortions or other problems which can be corrected by stress relieving, it shall be performed in accordance with provisions of the AWS Code. F. Cantilever Members: Detail steel to provide elevations as shown at end of cantilever when subjected to dead load of steel framing and concrete slab. J J}n G. Holes for Other Work: Provide holes required for securing other work to structural � `.x�.�,. steel framing, and for passage of other work through steel framing members, as shown on final shop drawings. 1. Cut, drill, or punch holes perpendicular to metal surfaces. Do not fleme cut holes 5 .•,; }+r 4,t "t or enlarge holes by burning. ��c ', H. Cleaning and Surface Preparation: After inspection, remove loose rust loose mill scale, and spatter, slag or flux deposits and clean steel in accordance with Steel Structures Painting Council (SSPC) as follows: a 1. For Universal Primer: SP-1 Solvent Cleaning followed by SP-6 Commercial �5 •:$ �k ��, ,� ;�;�r Blast Cleaning �},, ,. .r 1�r•+ rat , i i4�,..F•57,w�F�. G•',t t'JY; �u 4X,fJ�� i�= r f, 4 2.3 SHOP PAINTING a alt flit 1;�+•'-)ov��1.}.$�;'�J:,{��r(_t A. General: Shop paint all structural steel subject to corrosion or permanently exposed to1 ,, .k,,;�.:•{;;.;} weather or to view,unless otherwise specified. 1. Do not paint surfaces which are to be welded. ` :: °''' ...... kis L1}Ati rl B. Painting: Immediately after surface preparation, apply structural steel primer in ,.t�,.•�s=<f�.'='�"�`tis '�`'" 14�.dij F,tiff 4y:1 tf` I accordance with manufacturer's instructions and at a rate to provide a minimum ,; �yc `• tp '.�v .� : 't* .. t.;r�i �f.r}1M}a rk '��t'`v��'1z�{+sr�,,t, �'Ff u s 11/ . tt 4 f ?� \ ,�• i.1✓ f�}1 '}l '; tt ttt4X. 'i .....,1,:.1..w..�?xA•.'+.f!i{til>\S=Z)f''4i,t'"i"JFNhH.�.^Yr;vih*ri n ...,e..:.:. S •., ,�.:..,e.-.nrr�,. o r:: re.,.r r.... ...,.,: i t......, .. .. :' .......,..�.,...�+m.r,+.«r..+.Mtrw4nYt.,M..M"h w.tt.r.rA.:..«.o-..aat..h:.a.....,.......r..t WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI y 2.4 SOURCE QUALITY CONTROL A. Comply with quality control requirements specified in PART 3 of this Section. ' Promptly remove and replace materials or fabricated components which do not s 1 comply. ' B. Materials and fabrication procedures are subject to inspection and tests in mill, shop, :< and field, conducted by a qualified inspection agency. Such inspections and tests willi't� '`, not relieve Contractor of responsibility for providing materials and fabricated components in compliance with specified requirements. PART 3 - EXECUTION RVAtI ltl� t t' i 't;, •, {qI` 3.1 VERIFICATION OF CONDITIONS la '' A. Examine the areas and conditions under which structural steel work is to be installed, t{n„Yt s r: and make provisions as necessary for the proper and timely completion of work. Do not proceed with the work until unsatisfactory conditions have been corrected. Modifications of structural materials must not proceed until accepted by the Engineer. .:}Fraj ; 3.2 ERECTION I A. General: Comply with the AISC Specifications, Bolting Specifications and Code of Standard Practice and as herein specified. .4 1. Reference AISC Code of Standard Practice, Paragraph 7.11.5. Delete paragraph and substitute the following: "Immediately upon completion of erection of steel and prior to placing or applying any other materials, the erector must certify that ,,;.,,:,: ?; f•Sa�:1w, 5 the location of structural steel meets specified tolerances for plumbness, level and } alignment. The Owner may verify placement prior to start of work by other trades. Any deviation from specified requirements must be corrected immediately. ft,:,,,:,y;;.a•,:,' B. Temporary Shoring and Bracing: Provide temporary shoring and bracing members :.,y -aft with connections of sufficient strength to sustain imposed loads. Provide temporary pT guy lines to achieve proper alignment of structures as erection proceeds. Remove temporary members and connections when permanent members are in place and final connections are made. Do not use finish materials for erection or temporary purposes. a .� C. Temporary' Connections: When the framin g system requires connections with bolts �,ttf }�,'� •. xas1 ,, common to several members, any framing member affected by removal of bolts for N installation of additional members shall be temporarily supported during erection. r ' r CS-4199-00 05120-9 STRUCTURAL STEEL RO—3/19/01 T7 ��<�•` �t��nr rC r�' ',,: "^"` 4�*lUeut�+afirKPZrawnvww r"'f j r—c ^w.+.�*r+K*nonq�InMi +""!*'•T"rTr. 'Y ,��,,+,r�='`�Sil �� z-'.1 .1•? •:°!r'v4d Y t ."t:i ..s ..\' i, r,.«: , �r•,..1: ^i t. 4h,:=t:.,.x':t; L{i yyJ=�. t S�$'pp=4�V" 4�:;`# ..`ltit,r.• ? t. ,:'.:S':'' t .�;1.:t. t r1.". .i��.�!, r n ! i ..l;.� tt + .p r ':t� ..,. 'i i} > (.;.�, h�'�k:�,.y• ( {;,.'re 'S 1' tr. `1 . '�• '.� '+ ,,t. ..t. } Y .�f. ,�•ti, d .�'�j,. ::�rVV `ir'e;.r�?>=vi.".'�a•,y"y4frt 1'.^ {��` tr!: :;r t r+t:�\}{' 'i / i l t ':i;:`�.,'t•'f t !: 4, t r ,.:' .# k..,\, , x .� �{. ..3, 'i�b�'`n7•#i��tt:�•°?S�!'i,.,•,.1X° a4 ,� :�t?� i fY 1,�i1 rr11Yud: 3e 1r 'r� .M t . "^"'^•^"•^mil E' S.x''''3 ( t r i r.' .i 1 7�'•;_, t tJt4�}}t't'��.'t�t�'t�'t�jit' •{a t j z Y}4ffi p+nt*krt�4..e..i..«:.�.a,r.d..w.....:.' ., .....,v„+ry e,.r.• :', .:.s,r:..sv.< ..�... .. ............ .. ,. ... ... .. ...h..,....Y.wr«.,N'..<..��.rr:ltJC+t*n«,e,��:n,.,n......,_.� ..t .....�..,a.wutur:%:d�.•RifiM•�+ ;:F K)1�1 ��`A'r �it WATER POLLUTION CONTROL FACILITY EXPANSION ' CITY OF JEFFERSON,MISSOURI D. Anchor Bolts: Furnish anchor bolts and other connectors required for securing structural steel to foundations and other in-plane work. Furnish templates and other r� devices as necessary for presetting bolts and other anchors to accurate locations. ` E. Setting Bases and Bearing Plates: Clean concrete and masonry bearing surfaces of bond-reducing materials and roughen to improve bond to surfaces. Clean bottom r Jl tit, j surface of base and bearing plates. y;y;u<,,•;' Y.YN �` 1}iy r1� iI G ; 1. Set loose and attached base plates and bearing plates for structural members on steel shims, wedges or other adjusting devices. =4 ="}1' ,,wrrl .� � `T 2. Tighten anchor bolts after supported members have been positioned and plumbed. y;,. } Do not remove wedges or shims but, if protruding, cut off flush with edge of base or bearing plate prior to packing with grout. F. Grouting: Mix and place structural nonshrink grout in accordance with manufacturer's { recommendations. Place grout beneath steel cohunm baseplates and under other dt:i1, jltt , equipment and steel components shown. Clean surfaces of underside of baseplates a'rt ;''•' P" 't; and concrete before placing grout. Use forms as required to contain grout. Place grout in a plastic and flowable consistency to fully occupy the space between underside of bearing and top of concrete. Strike off excess grout to conform with shape of base. '5xt��c<4..;.`.. G. Field Assembly: Set structural frames accurately to lines and elevations indicated. ``r4s Align and adjust various members forming part of complete frame or structure before � �;;ta�.rn-.• permanently fastening. Clean bearing surfaces and other surfaces which will be in permanent contact before assembly. Perform necessary adjustments to compensate for discrepancies in elevations and alignment. p .�t1,4��,1=jam�t�:�•i..1. 1. Level and plumb individual f `*`''`'ft ft'•s members of structure within specified AISC t tolerances. '''"` ;- 2. Set end of cantilever members to elevation as shown at end of cantilever when subjected to dead load of steel framing anzin and slab. 3. Splice members only where shown or specified. 4. Install high-strength threaded fasteners in accordance with the "Bolting Spec". S. Comply with AISC Specifications for bearing, adequacy of temporary connections, alignment, and removal of paint on surfaces adjacent to field welds. 6. Do not enlarge unfair holes in members by burning or by use of drift pins, except 4 in secondary bracing members. Ream holes that must be enlarged to admit bolts. d,• ' "' t'Y'1 7. Do not interchange parts which have been reamed or drilled in assembled ;v r` position. `w CS-4199-00 05120-10 STRUCTURAL STEEL ?}' RO—3/19/01 f4, � 1 1 ,t�f �)-' 'f.T'7"'...n+ �. •nr i 'r; �`(,�J,i>M)��yy�K�g+r!�.t`f�i✓G'�(?t Jt';�`,t F t:tt 1ro.�'f.r. i.l,t J., 7I t-.7 r t, rrf 1 S .•.? 'j �.r-•.'a,ww�r nxaM7tB9tltN 31Plf1'SfiAIAJRC�fMkw+.w....+,.-•+j��2 r '�r l 1� "�4{{t -n kk r�t�n,��t �y',rStC!t`�' =t. ,4 •. '!'AN 1 1 ., .. . 1 tom' f �', F'� �i �='Z.t.1St°- rrtlfp ftt'j4 {t.'�iit: 5 ihr. } i f4 t �k , tl ,.. ; 'i•;•' ` ) t, J ft t.i' Jt\+y,F{f}�x4j+�•,�1��4�jj r5�, � r~ 1 it l..yt t F Z 1 •, rt 1 t 1 .' .i .�� s 'qi ,ej S1' t '� - 4rGtr 4 c =y' f rr ,.1 t I� / ' •:'i Yl ' ,;. " �$Et'�i )��f�`rtf�1�4��>:' i � r. I��ak. ..w..•..»..,»...,m.:,«µ+,.+.4e.wnv::.o,n+. ,s.r,,,. ,..,._._... . .A,,,. w. „.r,.,re .. .,, ,... .. .,....._...... .. .. ,. ._._..... ..,a ` {r, l �t, WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,NIISSOURI ' J �. Handle material so that no parts will be bent,broken or otherwise damaged. ! ;_• H. Field Cutting: Do not use gas cutting torches in field for correcting fabrication errors f � in structural framing. I. Touch-Up Painting: Immediately after erection, clean field welds, bolted connections, and abraded areas of all rust and apply the same type primer as used in the shop by t brush or spray to provide minimum dry-film thickness of 2.0 mils. .i 3.3 QUALITY CONTROL ''a 'yF .N A. Owner will engage an independent testing and inspection agency to inspect high-strength bolted connections and welded connections and to perform tests and f �r prepare test reports. Inspection provided herein is for Owner's verification only and is in addition to the Contractor's Quality Assurance Inspection and does not relieve ; Contractor of responsibility for providing materi als and fabrication in compliance with I : specified requirements. f` ? 1. Testing Agency shall conduct and interpret tests and state in each report whether test specimens comply with requirements, and specifically state any deviations therefrom. ''3' 2. Inspection of all welded fabrication shall be done by AWS Certified Welding Inspectors. B. Testing Agency may inspect structural steel at plant before shipment; however, Engineer reserves right, at any time before final acceptance, to reject material not complying with specified requirements. `I C. Provide access for Testing Agency to places where structural steel work is being " fabricated or produced so that required inspection and testing can be accomplished. � D. Correct deficiencies in structural steel work which inspections and laboratory test ' reports have indicated to be not in compliance with requirements. Perform additional : tests, at Contractor's expense, as may be necessary to reconfirm any non-compliance of original work, and as may be necessary to show compliance of corrected work. >t t, E. Bolts: After receipt of bolts by the fabricator or erector, the Testing Agency shall test �:�==t;,7F,,, • four bolts, selected at random, for each shipment to the fabricator or erector of a ?�irjt i: a particular diameter and length using a bolt-tension calibrator. Bolts shall not fail when being torqued to produce a tension of 105 percent of the Bolting Spec minimum fastener tension. v.rlx„ { r r 1. F. Bolted Connections: The Testing Agency shall visually inspect bolted connections to 'fU ' verify specified installation of bolt types and sizes in proper connections. Testing b,dyEt,I, STRUCTURAL STEEL ;r. C5-4199-00 05120-11 RO 3/19/01 � rra* R�H'r"Ld 'kistNSxL�C F w :r •�wNwrMua'r aw cox vsw.+ "f i s + /y %e f d wn •l��lk"'}�*'S�M .!r •r � x , ti., :rt57 J�;, tt,�'C t !q�"d' r �.a t d t { .;1 t jr .w 1.1 I :Sr r It Yr.�'h{,x. .k f�a'i•b�r I..d".:#. �� •t. ',r:} L. .: { f r. , : . ,p (�strrl 4 !� d.x$ l,yr dl�Fa�nL4yr :tl c'jt+- rz �+�, .I.,, I r • .. d <� f .t{' s r'• � 9�nS,}t G+S S} ��} `j � , +w•a ..2 J it�r`'x'Yr+ S. kh. � ., .. ... � a: Kjr,✓q;G w,tS HrJr +�$ ,U,l dy 1. 't N��r ,t r tr:.n.} }s;s'`� kff•".1t7Ytx:,i:5{� i ) Tx' . Y„'. y{��.ttp�'�r�lriyy `d.t., -<•t•Wti., ..d :•t',Z. '"�� '•�Cf7.� �`s' r :{ 4....{:i t t..� :..,q((I.••,,r.r,r'i. ''Sr i 1. t` 1 s�rj:i;, !.'.� 1 ., F. ,++: ::fy�.�6 1f5'Yt,,yet' .,?, �r S,Sy.j,�• y ,h,/j�}<��'' xlv 1 t i , ur r,'L .t... F.. 'ti t4:s + i'{,,r: ,i.,,,s.3 .i !11 "i .�}. .'7�'` >•�'i' _.f+: 7 ..,r e.K^. y. �ti .c .fit ''`�S y,q,•tt' r i ..t r. t�: .J, ';i.a 's .a.fj .i j',ttt,tech.Yr �;i'••s'.�••iY�??,�'s ;c f,�� °i.J,�'.�.r}.g,r•< '•�''aJ,-.},t"••e�dt �`..:6 -yr} _.i F Ey..'. } s.: t• t t` ) i,� 5 �5 f F f 't t •fix .+ti�4^"x, �y�, •� •e �+�,;, !a r. f 7 r 1 t• �' •1 ,r 5 a,_ ' ��*j,:�l ,�+".>:;�,,ter"'� #. _,.. s ..r .1 r. r + ,f .'li i3';:t,ir.A2�i,,n�tity..h•�..t`• ..'rt.{� t r ,�'a'#t r 4 ,+a. )i7:t :?: 5 r' ,. � pf fi,7S f'7 �>r,�Lr d' 'a:•;, .� '',.M}S L.ti17 a�.�'r.'7+',cZlt- �.�` 'f .r`y'{): y ,r .•.1� i .f' , � .t.. F'.S�J'a k,� ,i�'iFr;i"+f�l ra r;(�1 tt`�g!•;' �£� .� r.rf.$Q `)gn, ..d r,^`.t'r ,f.a.it'��7 t(' :,r �, 1!. i, : r 'i !t :'J 4' .,}!•-r,(,::�4 f,t }��''C.rY 173.•,�F.� r��m�{�1 Yi.•+' �" �. r Sa .ttk,h�lh• n.4.tir. ,s t:.i i�y)j•I{'{c ,t. .j. + 'S �, , f t.�`4:F�r j� r":',kgb �.',mir`�a.'�s.R,• h �'7;r '':ter.f :,.t.+� '.:....a...w+i wrNi•ie9.%'FMF45YU,e,V r"!�sdH.yNK-dW t<+er+r ,•n'...w-., ' •� ...s.•.+rl+Nr✓X.'Ai�•�}NM�v4K•Ylki'h"�MYMH• a :.`�a.. a' i 2 A�:� 5 Tf �Ar",1 ��`�tlyy,, �{r kS, t, .. .. .... .. .. .... ..+., ._ .... 5.� .i• ....Y'd.�rW�S. K3\R' t�,�tt�t' ,�a�: WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI :,.. Agency shall watch equipment calibration and bolting installation and report observations describing conformance and nonconformance with the "Bolting Spec". '�"'"+'z'``"' . • .l�;.•iya b L When disagreement occurs relating ' '�•�ts'': gr ting to installation of bolts in connections ,,5�'�`�°,K`•'``- �` requiring full pretensioning (i.e., those in direct tension or those bearing �1 �� #.�� .�•��. connections noted as requiring full pretension), Arbitration Inspection procedures conformin g to the Boltin g Sp ec shall be used, except that a minimum of 25 t;{ percent of the bolts per connection shall be checked. . ,: t4 t; G. Welded Connections: For eac h operator and each days work, the Testing Agency :.� shall perform nondestructive testing of field and shop welds in accordance with provisions of the AWS Code and the following scheduler ' . P g •��,� � h" "•f I 1. Fillet Welds: Magnetic particle inspection in accordance with ASTM E709. ih '',:"''�: Z Cracks or zones of incomplete fusion are not acceptable. q: �' vo y#h;Zj�sl,: ,•,� ,r a. 20 percent of the le ` ngth of eac h weld H. When testing, examination and inspection as specified or scheduled herein reveals '} faulty welds, all joints of the same integrity of the •L. tY J type shall be checked until the inte � �•-.r,,> welds is assured before resuming the specified schedule. ..ra.s �•. ". 1,,t} i�=c�y_ k ya -.;: I. After faulty welds have been corrected or repaired, re-examine each in the in >'• specified for the original joint. 4 . , `d END OF SECTION 05120 • 9M+� {•• L i' C5-4199-00 05120-12 STRUCTURAL STEEL RO—3/19/01 ; rh '•'` J:`, �^!1"' "1•.u,5.,: •"`T;.:,"° �t^;i ..ie..-,.,,;1• �•7,'i';^•. ' Mr r+ >r y ,fi )�C: �' •�.y..�. �y, "{.:'c. i.OS.. t.- .t: 'A: :,5' ;,:,:'',r�t., i't ! '"?` Fir '!"'R.`rr/^".j': r3�•'`,,�'f..: �^t-t•',,rn„'N^?'„^r''+?, A. kr atq.. �f7t,e• z'S.�t 1.'#{•". 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Extent of metal roof decking is as described in this Section and shown on Drawings. , 1.3 PERFORMANCE REQUIREMENTS � IH7 ,:2.i•, ., A. Shear Diaphragm Loads: Roof deck units are part of the lateral load resisting system. 4 y Use deck configuration and fasteners which will provide 289 pounds per linear foot k y{ diaphragm shear strength minimum. ,�, �, (,< S • B. Uplift Loading: Proportion deck units and anchorage to resist net uplift loading of 15 lbs per sq ft. ' rs-'�' 1.4 SUBMI'T'TALS �''-gib"r;S,yy: r'• . A. Product Data: Submit manufacturers specifications and installation instructions for ; ,; {f�,l ' each product specified. Include manufacturer's certification to show compliance withvurt'wk<< ' these specifications. „ B. Shop Drawings: Submit detailed drawings showing layout, types, configurations, and r J J 4r i structural properties of deck panels, anchorage details and patterns, conditions requiring �rti,,%�,��f±;t<��;• ' closures, supplementary framing, openings exceeding 1 sq ft, special jointing and deck accessories. Show gages, protective coatings, and number, length and orientation of all material. Design drawings may not be used as part of shop drawings without the (►!`°r <t' N" r- written permission of the Engineer who prepared the design; and then, when used, they may be used only for layout and not detail drawings. 1.5 QUALITY ASSURANCE ��k tli7 i A. Codes and Standards: Comply with provisions of the following codes and standards, 4`: ;`•rtw•1f„`7`.' :i except as otherwise indicated or specified. 1. AISI Specification for the Design of Cold-Formed Steel Structural Members ` "� �a:'"'' ' 2. AWS Structural Welding Code - Sheet Steel, AWS D1.3 3. SDI Specifications and Commentary for S P Steel Roof Deck(Steel Deck In stitute Design Manual, Publication No. 29 1 30 to 37). Desi 995, Pages C54199-00 05300-1 METAL ROOF DECKING RO—3/1Er � 9/01 .i �� !�,y�p;uan++rn-r^'^• ^."""^'x.n'.«Mprw:+r+et.pwvMnuxr""""'°" ..+....+�ocmNnMra•++...*,�wr 1'rr{k,1'+.!,tr Y ;•51.1 �1 •��,fs'n�p,'Yd''r ',! .} •� 5 , Y ;: �"P(' i,4� t5�^ iG(, t. f�� 7u'��tt,i.. �y, .}i>,J `'S� �. ( i t 'tf .t 'J f . V t ,t ! 's1{ ,t`'. t 1 ,�clU ��! Yi? 4'k" 4. i°• t'k`'• ,f.l i ) G.;<•f....i A, i `ks.}•: �• t f:,s.J i jl s yF ., f '1 is Lg :' t�a SC��.,tf' 1-�`jF� $ �.?r;'r. y� F,.;Y Y �.') s ,.4• L. t .0 1 ' y, J 1 y}..? t d� ! '1d1'Sl .}''+*B C �;' . °`l,,`.?(7 „ :( �•( P , ;,,' r. ,,:7 '� c 1.! ! 4.1 t(cif. iS k i��°�"f.� �t,htJt,�i, .'.N t�,P 7..{Ir73 }j. � .4,,t } .{4 ''7,,4� . #i., I t..• } ti' j 7t{ 1 `y. 1 t : � itt ) it #Y S, � M � 4Eir! } � b 5' � r! t r " r Vin• :.. ) r}f t.: , ._ S (Y; f t':, jl �t'�. ...� of t j `a js .t . .., . 1'tc 3 { .. ' . t ,f f Yr•,j''"`,�r,tW }' it `'1 1 t .r\,wMkkvcHavrr.+rir„r....w......;:... .. ...�....-... ........,,>x} . _ ..•.., F '�ti { t s f WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI B. Welding Qualification: Qualify welding processes and procedures and welders and welding operators in accordance with AWS "Standard Qualification Procedure". !. .t C. Welded decking in place is subject to inspection and testing in accordance with AWS D 1.1. Remove work found to be defective and replace with new acceptable work. '; PART 2 -PRODUCTS w } lit rn•v�;s•�° ;r. .f ' 2.1 S � 4' s,,,. MATERIAL A ` •nt. s �' -0ti v141!A'ivhr�f'��'•. A. Steel for Galvanized Metal Deck Units: ASTM A653, structural quality Grade 33 B. Miscellaneous Steel Shapes: ASTM A36 # C. Self-Drilling Screws: SAE 1018 carbon steel self-drilling screw,with hex washer head, case hardened and 0.0005" min. thickness of cadmium plating. F A D. Powder-Actuated and Pneumatically-Driven Fasteners: Powder-actuated and pneumatically-driven pins, with shank length sufficient to penetrate supporting steel and 5/16" minimum head size, which have been approved by Factory Mutual and have been tested and evaluated accordin g to procedures outlined in Steel Deck Institute Diaphragm Design Manual. diameter, E. Blind Rivets: Cadmium plated, carbon steel rivet and mandrel, size 3/16" V, protruding or large head. 1 � galvanized. F. Sheet Metal Accessories: ASTM A653, commercial quality, t 'I'.' t ' .' G. Galvanizing: ASTM A653, G60. Test weight of zinc coating by ASTM A90. H. Galvanizing Repair Paint: High zinc-dust content paint for repair of damaged -y°}';'�� galvanized surfaces complying with Military Specifications MIL-P-21035 (Ships). ,5?� `' F'F:r'±i,f ;.k.%fir tl',i•'' I. Joint Tape: 4" wide x 14-mil silver-colored cloth tae waterproofed with aft, tape, rP :a�� t� �J:�:•.<. polyethylene coating. Adhesion to Steel: 60 oz/in. Tensile Strength: 45 lbs/in. > { tl 11 J. Epoxy Adhesive: Two-part epoxy-resin adhesive, Scotch Weld structural adhesive 3501 B/A manufactured by 3M Company, or approved equal. 2.2 FABRICATION A. General: Fabricate deck units in lengths to span three or more supports, with telescoped or nested 2" end laps and nested side laps, and end laps staggered by at least 7•„ ?.'ti'a '}•t i one deck span length, unless otherwise indicated. Provide deck configurations , {,�`. ry complying with SDI "Specification" and as specified herein; and of gages and section modulus per foot width shown. `t C5.4199-00 05300-2 METAL ROOF DECKING ,.`i.. RO 3/19/01 �r t r � �Vk ... •».nw.r•w+s+.rt»aaA•6+y4itl�acM�•'rr.r.*. sit iT"r';�av�q}f Sr ��Fy+�ry Y, , • _.w+M+RM.+lMtakiAltW�rnrt•�1ww i .ii 1•, t 1?F rl�}Y'�.i.n* � . � t i sal f J '� t�!•3�7r w itr+ `� rr t r` 1 rR r i ' s. ��r.Y t a>j t�d.l,�yy t `i'r n��v { y _' : : ....;....w..wr,n,.M�+it„G.vf,.iVV.rJNZ;.Yt ,. .., ,..,..... ..,..asn„av' ,..•.:.✓:•.: .....:........... w.. . f...r w t,inW,I iM'•Y'.^+n+ . J W,• jijt WATER POLLUTION CONTROL FACILITY EXPANSION } CITY OF JEFFERSON, MISSOURI r B. Type N Metal Deck Units: Provide 3” approximate depth; 8" approximate rib spacing; 2-5/8" maximum width of rib opening at roof surface; 2" minimum width of rib at bottom surface. Crimp ends to facilitate nesting, f f C. Metal Closure Strips: Fabricate metal closure strips, for cell openings between decking and other construction, of not less than 4" wide x 0.045" minimum (18 gage) sheet steel. Form to provide tight-fitting closures at open ends of cells or flutes and sides of decking. PART 3 -EXECUTION did �"Sai��"ti 3.1 INSTALLATIONS °r A. General: Install deck units and accessories in accordance with manufacturer's ' recommendations and final shop drawings, and as specified herein. `... , ::.;J. 1. Replace all sheets that have been crimped, dented or bent during shipping or ' erection or because of like damage from other construction operations. B. Place deck units on supporting steel framework and adjust to final position with ends accurately aligned and bearing on supporting members not less than 3" before being permanently fastened. Do not stretch or contract P Y side lap interlocks. „ C. Place deck units in straight alignment for entire length of run of cells and with close =s rr +11 alignment between cells at ends of abutting units. Check alignment every 30 feet to ' prevent fanning due tot le '` ,;Y: o ranee in sheet width and in placement. �s��,�:rr:�,,`r,'�_ 4 D. Place deck units flat and square, secured to adjacent framing without excessive warp or deflection. Check flatness with a 4-foot straightedge and adjust or replace deck when ' there is a space of more than 1/16" between the straight edge and the upper surface. 1 • E. Coordinate and cooperate with structural steel erector in locating decking bundles to ;;i, r,, F;;r; -' prevent overloading of structural members. F. Do not use deck units for storage or working platforms until ermanentl secured and then for no more than the load capacity of the deck or support framing, whichver is ''.=F{Y;less. G. G. Fastening Deck Units: rV 1. Fasten deck units to steel with self-drilling No. 12 or larger screws; or, powder-actuated or pneumatically-driven fasteners which penetrate supporting 1 members; or, by welding through deck to structural steel with not less than 5/8" tiY{ s ` diameter fusion welds or elongated welds of equal strength. Use se a minimum o two fasteners or welds per unit at each support, spaced not more than 12" o.c. 'srii"Frf 05300-3 METAL ROOF DECKING ' CS-4199-00 •'� RO—3/19/01 '•:�.:� c%' is {.}t 7' 7(j,v. a sZ. }'r' \. . 4• *ws»"}+ ''rww+n..r'M..—... t. !}(,S�Fr'fi t�o.;V$J..siP,�i y'�nMryl�5 1 3{�ir.i.fn nr ,f r t ' r'�-. �i ,.rs a f. S ,: rzi r "'r� + � �3��,r t�{c• jkG' .tt'• eti+t;z � r >f r r r.. ''.i:. r f: r }f I " .,., s. ,:' ft.'f� } F+j,};red}�;i i�,��' ;.,�...,' .�,+L�.�,.,1� I S , s , .c 7` + ,.. f < !, zt,�Srl} �rn�i� t;'•�,�`r,u ,rG>r :if � '� `'• � { t„ -. - r tb`, '+ +,'dY ': !. rr Q�if��'� ir�'�1 3� ` y t r { t r ,_,�. y., < „� ..,.wd.ra7ni.tV r.a,.,.,.,rw+„.. •.,.,.,.�wi •Y!i�tlt.'MkX"�tl t i .t�t. ?3�S'�NtY16+.�ki.nvs;ti.,-..«..w._. . , ,,....,....� w.cr �, �,Y ty.. 11�ti•�r Y; WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI � � • r along perimeter of building and openings and at every support and at each brace line, and at closer spacing where required for lateral and uplift force resistance, In { „ addition secure deck to each supporting member in ribs where.side laps occur. Connect split or partial panels or filler sheets to the structure in every valley regardless of adjacent fastener pattern. ::t`` «5s : 2. Comply with SDI and manufacturer's procedure and recommendations for .:2 mechanical fastener installation. rK+ `J4t4':'. a. Install screws exercising care to assure good contact between connected �' �j.�;:w; parts. Do not overdrive screw causing stripped threads or damaged screw heads. Remove any screw damaged due to overdriving and replace at an adjacent location. b. Do not overdrive powder-actuated or pneumatically-driven fasteners causing rebound or damage to surface coatings. f 3. Comply with AWS requirements and procedures for manual shielded metal arc : i welding, appearance and quality of welds, and methods used in correctin g welding work. '' ,•<.-.}�_, � -, { a. Use proper rods and power to produce sound, full-size welds without excessive burning or damage to the structural steel. ,.•', 'ta '' `:' '.r{r,fx ''' 4. Mechanically fasten side laps of adjacent deck units between supports, at intervals z't+;;' not exceeding 36" o.c., using self-drilling No. 10 Tek or larger screws. H. Cutting and Fitting: Cut and neatly fit deck units and accessories around other work projecting through or adjacent to the decking. ,,j)1•i• I. Repair or replace deck where non-usable holes have been made in the deck through j" accident or carelessness during rection, or for an other reason, which are larger than g Y g 1/4" in diameter as follows: ' f i1�1':ltt�f�F•� �Y/a:'ayi 7q: 1. 1/4" to 1/2" Diameter: Seal with joint tape. . ,%x_�"J' n,, 2. 1/2" to 1" Diameter: Seal with 26-gage minimum sheet metal fastened with ty' epoxy adhesive. 3. 1" to 2" Diameter: Seal with 26-gage minimum sheet metal fastened with self-drilling screws or blind rivets. � fig• 4. 2" Diameter or Larger: Replace deck unit. 'y! J. Reinforcement at Openings: Provide additional metal reinforcement and closure pieces ; ,z as required for strength, continuity of decking and support of other work. , ''%�iSJ�s�i 4y� I'} 1. Holes less than 6" across require no reinforcement. Reinforce holes 6" to 12" %fC d}: v f7�iY ' across with 20-gage galvanized steel sheet at least 12" wider and longer than the C54199-00 05300-4 METAL ROOF DECKING ` : RO—3/19/01 At f�� y"T,.n'�'�L":.°.,�"";y,";`."'^"'•' !�.. .-..--....,.w,rs�gRy�Klgtyc.�`t�TClyAyb�Nµprn•na,.-.- »-n..*pyw�.kHMY4Kt1W1)YYir !Mptuavr""'"K`."—' �,7• y' iii'!{�'�`>�i."' )�Pj�S�,}e' ;4� { �. p}fi4,y;�ffJ'trY�irt frX (-{lf 'r 1 y�. � t! 77 !� t + t�tY �Yrt?{Jr4- � +,t•i..L l7Vw .c�� ,� a !}`.BEY.*i�`;�';t`s""�tl 2�{y t 'y ` �5 x� i ' ( . t t' •.r t r( u3.3,�.t�+l��J. t�. � ..rf<� �'t�ra j� I,t't!l c, , F j r.�.. ! .{ s rr'� �` ` 1 � k,{?=.,ry'•',.t±j f. t .rte ,, !�}'��y � . r+ , 1,.` `. r ry 't [.. t_ rt4,tta'�t;,t>•x4F9'Y� py� ��" ��{,�. • i Jt � ,�2i yr m.�:� ��C,t r: F �P2'�t J; 1 5 . :ti° t 4 'rk4'"�,yr , x.�>` .i '-z�t � 1S,�S c. f;f` r 4 } 5 '( t ., tlq' t '�iif y,r s.".- �}"f a 46a}' X �'!`; ➢ w .?, � ;N.r '�` :r5;:n'��.. ,sr. ,z. .si F �' r , t,, iii o :it,:�•(i.4'.")•f�u ;`` r3 .. " P tti�.�5',�,:4°',Ft...,zt+t..�`•.f-�'}m,.r c!:3<x. AP 1,91 �1�. � .t.. ��..P+`y 3 T�srp,`".1.'r3 !k+' . Lr i4 + ! I °.^r , ft a •�,�' Y yy'' �•A,'.;',`.r,":S�4�`'iw(�/f`, R�, {, jr�,. ►► b ? ,ikN, YY`ht 45�s •+.,tj?(}r.r -!r�(t).. .{` r ff;+ �.. S. 4 :`},. , i 't�' f I} .id Ziw,t � 'S.,r,s "� r~;. t2t.f � t. x,,r,. Ci '' .n tt ni{.}it,•f;",,i.an!,rtw i't t#1..7''t f •<.1� , i t (r t .'17 rit a,f'.e r f. �,7,.tr Zyi !i1' yrraU.C,•$.{ti,t�a^�'!I" .t i. > <,��f��J,.�.a .+,�( ,l+i�'.s+•;j`r'c3 1� �; t rt .l c i. ' {. �.. �t. r(x1� •r..t1.'. •`{S"�� t 3°^,c'�i:�..':+j"' }�'�`!o-:•:t'^c:"'+'}�`v.�P&�;';� :r i.Y r' `�', , t 1. ,.r { ;r;, �,.{ f f ct Y'7? ,w. }. ( Y.i ,�,p,. $,µ9'a tit. �,�:,}r ,+r}<,,.�`s•ji„�;-a?,rr.'i:`tit: 1 f ,y i l f a ti tt:�i ;,i. ..'7.frq�Y „s�tt vt'1 '.t(; �r7.,f�.�j%SC;ri�Y,s..�.f�'7 '! r7 '.,'S 1�i' r4 .f'Y;tl',},�i;:F�'�,Xr`}r,I•�a � .-z Yt��:..3-';,t,�, t << t, , ., 1, t. f�.:s�„.,�a,,:' ir.0 �tii' 1.:�. (tit',}s.;`Ga!%rl (�'."s � r •{ ',� ,zlti�. Y .\�•.5a -5� > �[t,'s!+,Fiw.,vu•e:3s.lr4 a�, 1•:.�f.�!i'.tw:�..�itM.:�sM+'i!/diMX+Pf+iN�Lr.E±;h"ifrhH:iF.n w.N,i•i.,wy.i..:..7.3:'.�� ....:rl,..a.,.4'1t�u J.-�, r..� rll+iaS,a.utr'L�Weu�•}• j ' ��a,. NTROL FACILITY EXPANSIO : �tY } ;y"g` i r WATER POLLUTION CO l�T ��- � •"t{ ,,:. CITY OF JEFFERSON,MISSOURI �� :� , �°-{"•'.:k 2 opening and fastened to the steel deck at a maximum of 12" on center. Reinforce openings larger than 12" across with steel angles as shown on the Drawings. t �; vriN,r Provide fasteners at each corner and spaced not more than 9" o.c. along each side. ya �zt .� ! K. Closure Strips: Provide metal closure strips at open uncovered ends and edges of .. decking, and in voids between decking and other construction. Tack weld, or use self-drilling No. 10 Tek or larger screws, at 4'-0” o.c. �d,k' L. Touch-Up Painting: After decking installation, wire brush, clean and paint scarred , r„ areas, welds and rust spots on top and bottom surfaces of decking units and supporting steel members. Touch-u p g alvanized surfaces with galvanizing repair paint applied in accordance instructions. ' s-' C"rf with manufacturer's .� `Y'vu��t:=:-; r END OF SECTION 05300 0 555557 .L�Y'ti afi' Vii; rt�i�1'•�.:,., 1�7 2 r• , t :r CS-4199-00 05300-5 METAL ROOF DECKING RO—3/19/01 +rmsrnt• i't """Jt�w u9"7.'fJ.;,•;y '",'�,.'Pw+p+ `�c'�k,',(�"laFj �a �;(y,+r� '`F', e. j �'� nWra,. 1'�} t' ;� �.i�`t A J.r")+�tr-'rt•�"p',�!,J,,j,:��+'."i r:�."a}��!.'b�:z;t.,,i+•>`.{'nn��.�'t'},�.z�},i i r,s.,a:j�t(,''F',�r 1�"(•j,s�?,a.�r}f.:t',.b�.'.r:',�,'�N.�VyC:T,'R n S4'��Fq,'r..}},T�!J�2 13!y:t;`,ej�5 r,�.1'�,w.;!'r'».^n M��S��`z"�•a x s"RL,!t�`'iY�"y�f'''t�h��4'•f Y)k��.�'s x'il�Yt A;t,,ka;Y'�,�k.4 i�.{Y t°-}s�d'.i��'t'�i r s i�F`+�i'��N xsz�,,�##i7 E�}}'�'�,�„fir�i°�'.S't+`�}�,y'4'Y.F}"E�k r��,,'��1+i'T,Y.!.".FT,I 4'od r;•f f.y��tfi':�'t'w,l;;tt.r:�!7�+(�;�r§.t{{.-ex$}`'s..7 1t{�?''LJ�.�,ebr{*,,]4A•t l 1 C�'dyvt�'+i`°T::t l,ai d,¢'',.�a.,r�.t,l�',�y•s�r}zYe 1 la-,.,�,3.S j,t',.(:.r j S j sp+i 4 ya,i;n.SE,F��{:&t}t(7T{..�r f"��ry�j y�'�s�^:t;,s.j l{t,x x y r rtl+(-;7ti�.(^7 f'�.i;}rN7f;'t��;•a 1'Y.:'j,;f,s x i i.,�r;%,�+1?';,,'•,�t^'iv:'=4��.'i',-`E r a.-Yy.?w c F:i«�y S!�d{1&i;ti i�;r:�r me f�t. �j>.�� }t't ��}sy {4 .f��t�.f t cr,,ti'4�,,i"��l,fa�r^�y f'�:;,�.?fik'+•r i.s 4r<t�a�jG L'Y.�`�y,:f'T'a a 1{a"''s{`J;l�C.'g s��•v w.�1�r b>;�,`��rr>!w�fi�r l'�'a-.r�'��.�"�r..t�.k R:'„�,�r-r�q1 'I"",I"",jt; c7 N f� �j l � '- } }. r t , � ,. • J, d', �.'• rl..�i?n,,rv. k, ,hr+ ? .�)�;i' ,-,a'."..g Y.�,:k r, :;� ,j;:�5ur,t.�„i” �'. 9dt .,) .i r , .,L -! .l�m, ,.M _s, l. ��, � .r.�. +�. ,i.P}. , �r�"' -y'°;;+�z r s" rf. �' t r i a, r t 'w,ft•, r' r t,�n ;i.. ,')-:� .r•t t� (w�1.�rx{,'�t� '}9 j� r�ST :,x� �,yt5. ,j� ^.f,�y� M1tJn Lr i Y i {at�i fit) uf y.. qi f t...`'�X <j 37,`.,r }x1,- }:,, s{ 5.� } � :.;`y ...t, ' r��"�' ''�..' ,. :-fir,:'.. � . :,r t ...�`_P 6 ti ✓.;'�t r�i w�i�d i r.�rt ,�.e:+xt t ,SS y, } i ; 't ` ' t i r1 ' �, r h s. t { 7st�a•tyy 3�''#3£>t,��y,�t*;4 �a h3 a!t y� t .a r { .} f r t t .i,w t f �, of ttt 3. ! aaG a• ,rr•�� ),a s i. r,.,• �'• ,:e i�� ` .`t y P •, t 'i ) c .s } {.+ • ,y Y,�t .l,y .0 ( ,. .ri r ,:t ; ! .i .z 'y r i +}..h 2't fe, ISY�^t,fi�4��tttpt,+�' a r f}x ��+�! + t. it r .: •� ` � � ..d.i.::�L..r::v::�lM•NSeset7n+AS'lY.1 WSi n,Yi;ktivN+W'++'k+vna.«. ., .......,a.,..r..wmriv!',a .ta,rrr:.lx. i ..,. ..tt ,� t iat' >ca a t r�t'•.t. WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI :i 7r , z rr S; SECTION 05500- METAL FABRICATIONS , PART 1 - GENERAL ti 1.1 RELATED DOCUMENTS ' It �{r{r�`��yr,��{y}','1•'S A. Drawings and general provisions of the Contract including General andy� �' �;;,`.'.: tL`. Supplementary Conditions and Division 1 Specification Sections apply to this �� ° >. Section. '�; x�;'� h:,i t y ti.J' 1.2 SUMMARY � "� A. This Section includes the following: r > Jv P�C ,j Cy t. 1. Ladders. 2. Loose bearing and leveling plates. 3. Loose steel Iintels. :- ;+ 4. Shelf angles. 5. Steel framing and supports for overhead doors. 6. Steel framing and supports for ceiling hung toilet compartments. 7. Steel framing and supports for applications where framing and supports are not specified i 4�a�``'{` aYr,;µ.•,.,. p n other Sections. r r 8. Metal angle corner guards. 9. Metal edgings. rr Miscellaneous metal trim. ` g 11. Metal floor p l t and supports. 12. Pipe bollards. B. Related Sectio �w�';�rx„+" ns include the following: 1. Division 5 Section "Metal Stairs" for metal-framed stairs with metal pan, metal ...J . ` plate, or grating treads. 2. Division 5 Section "Gratings" for metal gratings. E:=efts.-".'<'''Ji,:,v9:;:..`•':. ` 3. Division 5 Section "Pipe and Tube Railings" for metal pipe and tube handrails ,} and railings. 4. Division 6 Section "Rough Carpentry" for metal framing anchors and other rough Sx E: '` • ; '..1 �4t.j t„s.Tlpmy'(�.{. Vin,• 1 1 hardware. 1.3 SUBMITTALS =' A. Product Data: For the followin 'f�" 1. Slip resistant aggregates and slip resistant-aggregate surface.finishes. trt'}r< a: 5w ,., 2. Paint products. , , 3. Grout. ;?ryiH�J y+f'a�jy'f�J�f'�ir7;,i��j.•i ��iii,,, i tr•rt�l C54199-00 05500 - 1 METAL FABRICATIONS Y: RO-3/19/01 ~ „,`;Y fl`r �y ��,fCxS>;F}A9,�,',?:";i"�>.',..,. .:t 1 ..i „„,,,,,v„ a�wpuiya��0�trwi?'q�fwew'""'"„"" ,i :a'� \T''.._a""'^ '..r,�yR+ w,,.q!„.� .a r '•�m r tP ,t,a ,rii q�.}a�.r}r� �4.1�3+4?;�i , ia. 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',v 7!�1,r,'JYM;U. `rlr�., xr:;,> .{:CY.,r a:f;� x._ ,y. it ,5,r...., ,t.,tr r: eri'i /i' t:4. ti. a .r"�:.Z ff�j'Y. �,,., 1 t. rC its A 'T ( k,,t .i� .„ 31' i ° t' t �5�t,>;,.• .a, t N,-`1 ,?y*{'':'�t' ', ,(,)-r;,,1,'^..� ,t,t. tv�,'#, .;r,;,,.�. Ys i. .a a •;v;,+ !.£ '.s } ,r y..,?;t..,,;rilrk:; ..an5?� s,3{*•S'.i.d'; l.r..},:' ' a,)`i, .rtxr ,r..ra'. � JI +..'l.,k, +,fii •>.:, t .i .t i,. = 1, .i,. .1 r .in'L.7�tp:Z'• 3 'S ..}� S, sir , Y. �•� rYf"r�: '"Y .f.':f I. °bi' ..(i 1":.i ',i t %`t.., :<f:.t'! t..:9..�.i' :.ns,•,, : 1�C1S t�,�t�t �� /. 3 5 r :# "r � ,iy , ,r r ,f �: e nyd _ .i�.t,p s+;+? , F t t.•I.n,E�=�'`�iY1R'.y��q:-t4ar..{ ht 41 bj � I -Pmtt::. )<I.«.:...,,.t+«•t s . .. .. tw. : ... .......�.t�r,...r»,.iy a tt. ..�u4,.a n...,......,..<b. ,.-. _ .......vn5�4iLvrfAx I r a 1 { WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI f B. Shop Drawings: Detail fabrication and erection of each metal fabrication indicated, i Include plans, elevations, sections, and details of metal fabrications and their r; connections. Show anchorage and accessory items. :1 1• Provide templates for anchors and bolts specified for installation under other Sections• i�f ii j'IM< t`F C. Samples for Verification: For each type and finish of extruded nosing and tread. : a D. Mill Certificates: Signed by manufacturers of stainless-steel sheet certifying that �`?;r products fiunished comply with requirements. `' �` �' ,;.. E. Welding Certificates: Copies of certificates for welding procedures and personnel. F. Qualification Data: For firms and persons specified in "Quality Assurance" Article to ' t demonstrate their capabilities and experience. Include lists of completed projects with r project names and addresses, names and addresses of architects/engineers and owners, and other information specified. 1.4 QUALITY ASSURANCE ,•irK,a ' ' li 11 t� ySttyv'y i�'; A. Fabricator Qualifications: A firm experienced in producing metal fabrications similar 5 to those indicated for this Project and with a record of successful in-service performance, as well as sufficient production capacity to produce required units. ` , B. Welding: Qualify procedures and personnel accordin g to the following: K :4,'4,-I,N;t, 1. AWS D1.1 "Structural Welding Code--Steel." ', ``' '' `'`"Y'' ^� ,;t"t{�.=A,: 2. AWS D 1.2 4:,• :. Structural Welding Code--Aluminum. 11 'na 3. AWS D1.3, Structural Welding Code--Sheet Steel." ` '-;.;,:,;8 4. Certify that each welder has satisfactorily passed AWS qualification tests for welding processes involved and, if pertinent,has undergone re-certification. ; FCC �;f.r^h'%?•!i�"i?1;•'�;.s'�. 1.5 PROJECT CONDITIONS A. Field Measurements: Where metal fabrications are indicated to fit walls and other ,�tx�,•rr. 1 construction, verify dimensions by field measurements before fabrication and indicate measurements on Shop Drawings. Coordinate fabrication schedule with construction 1.':i progress to avoid delaying the Work. ',,. 9f i� ',Lit ''�'•y.r.~:, Established Dimensions: Where field measurements cannot be made without - , delaying the Work, establish dimensions and proceed with fabricating metal . fabrications without field measurements. Coordinate construction to ensure that actual dimensions correspond to established dimensions. Allow for trimming and i^ T • „t fitting. 'M1 C5-4199-00 05500 - 2, METAL FABRICATIONS ' RO—3/19/01 it,1;5r's !!h`�PSO:�.n'Y i ,�z 1, f tJ.�P' ;. W7 ?�"rp?R•a4wrww-c,T.•-i}"..�.. '•,••.'++urn++aa'SMxrAi W.'?sR+N*rwawr�r+..-n t• ..S i'*7"7Z 5 ..i �A;,rLS4'.1•'t'r,5,�v .s. r ,.i. +. } 1 ,: � � .s ,.1� � f! :'rn :;{'j.• �,''ay,. i� r.'l r , , ,,i t t 's es. °'1'�� - •:fi,� z,(} .i)+ 3y ,•�>f�t- '+'_'`.,:. ♦ n'! �iLt'yftF: �Y q ti r t i� ,+ t ,1 t .t r. )rll ,.�.� it° 95"kk T,� st<t�i.' ,.i r!n, + I t = � t r 'f i 5 t 4 r.:,1 rA'i• ,+ 1'�C.pY d ��'-' t Il .r i z S 7 t: .r .f 3�.1 S. .r f, t r,�',�s�.-+;i"�,:�•yt.y 'vi;�dj+C.r�;Sf;�y� r, r +.f,t 1 , J.. ?�` 5 r f •_ # .� ,x' q 6' �^.Y�a t. it ifi�;� »f'4{.t��,, Sn� ��°'1 t r„ ':F i � t `i � t r ru Ifi,�',G'n'�•,,G�r<l�.�ys y:_ �, �,?t. t �,� � 7' , !.t. 1 ;R 4 f r <' ) � 7 .�•,�tt ),�"j� ,r,,.�ys. �if Y t Z., .t.'�Y j f..✓"�,(1.}•q.il)'it'N„Y1}`fi � / r'�"i.'1 w � WATER POLLUTION CONTROL FACILITY EXPANSION ,'',. ,..... CITY OF JEFFERSON, MISSOURI r =r -'.�. 1.6 COORDINATION '- A. Coordinate installation of anchorages for metal fabrications. Furnish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts and items with integral anchors that are to be embedded in concrete or h masonry. Deliver such items to Project site in time for installation. ,!�z yrg}� u r PART 2 - PRODUCTS 2.1 METALS, GENERAL A. Metal Surfaces, General: For metal fabrications exposed to view in the completed ,Y ,` ; Work provide materials with smooth flat surfaces without blemishes. Do not use materials with exposed pitting, seam marks, roller marks, rolled trade names, or roughness. :t 2.2 FERROUS METALS A. Steel Plates Shapes, and Bars: ASTM A 36/A 36M. B. Stainless-Steel Sheet Strip, Plate and Flat Bars: ASTM A 666, Type 316. C. Rolled-Steel Floor Plate: ASTM A 786/A 786M, rolled from plate complying with :f;;;,�t$ ASTM A 36/A 36M or ASTM A 283/A 283M Grade C or D. D. Rolled-Stainless-Steel Floor Plate: ASTM A 793. E. Steel Tubing: Cold-formed steel tubing complying with ASTM A 500. 4 t � F. Steel Pipe: ASTM A 53, standard weight (Schedule 40), unless another weight is �P r indicated or required by structural loads. ErYr { G. Cast-in-Place Anchors in Concrete: Anchors of type indicated below, fabricated from } 7" r 1�, corrosion-resistant materials capable of sustaining, without failure the load imposed ` within a safe factor of 4, as determined b testing per ASTM E 488 conducted b a safety Y g p � Y qualified independent testing agency. `' ? l. Threaded or wedge type; galvanized ferrous castings, either ASTM A 47 +t'ft i malleable iron or ASTM A 27/A 27M cast steel. Provide bolts, washers, andt shims as needed, hot-dip galvanized per ASTM A 153/A 153M. .i t'F H. Welding Rods and Bare Electrodes: Select according to AWS specifications for metal alloy welded. ►,..� ° ' rp,iiL. 2.3 ALUMINUM f t�, ' i<•., 7 cy t 7�n . A. Aluminum Extrusions: ASTM B 221 alloy 6063-T6. 'v;k,�y `x s�z f a t' ;5 C54199-00 05500 - 3 METAL FABRICATIONS r W ''f RO—3/19/01 1�. it�'4ro'lOSffi*� `"-r .; .uR�� °1�,R."".+'..n .r' F,-•<�^v .1r•^ 74 '(.� !'�N i,, "'i~""t c,• k f. S' ! i f'. :t,i t .1 c :t 't. 3.e„. i � ,f ��+1 �rr!r�'{F tom, 'fit {{�..,. ,,,\, t+�l!':G tt{. +` .Y. I is I wt .s. i�r 'C t. ,�, ((}.y,r: t. 1' t .#�,�,:..5:g t„v.� a :.�y' ''✓ 4�1 {i,e,� `;{C,4i-LIT i}'t u.1q Y�.yi¢`(n '�' H`d.,:?'� ��i•.- ' •,�..c.�; ,y't+.59�,,�y.. .��,� ;F� �: rv^�,''.'<'1!'�c.:�US.i .,t,'. v f .� .s .7+: t � i ' t ,�' :}., i S r;l�i`:'.7 `{r�Y'.,yt s.�`t1,r �e t•-,�,..{�:. ,�. d",yd"1 i4Ss •'t?t .A� .t ..r �'< ( r. .I. .'t ?'.yr ,�,,,�r'?t ax3mt 1.rl,i' �,. �t3 iY5 +..r1S.., .�'�f.rci r' �t;hi •1,.,#,t. r! '.T 'try x' i b L r el /','1), , r l.. it s rtw F �y , t ' . .._. ...,.,.__., .«. •+.vwi-...., «.-„.,..... .,...... , , .r.1_.0..:..s.wn+wY.wt+kn�ry{t l �_de b' t s , L71 WATER WATER POLLUTION CONTROL FACILITY EXPANSION j CITY OF JEFFERSON,MISSOURI 's B. Aluminum-Alloy Rolled'tread Plate: AS'I'M B 632/B 632M, alloy 6061-T6. 2.4 PAINT ' A. Shop Primers: Provide primers that comply with Division 9 Section "Painting.” L � B. Shop Primer for Ferrous Metal: Organic zinc-rich primer, complying with SSPC- -I Paint 20 and compatible with topcoat. oil 1. Available Products: Subject to compliance with requirements, that may be incorporated into the Work include, but are not limited to,the following: k��a.. a. Carboline 621; Carboline Company. `' ,�l:%;�• b. Aquapon Zinc-Rich Primer 97-670; PPG Industries, Inc. c. Tneme-Zinc 90-97; Tnemec Company, Inc. C. Galvanizing Repair Paint: High-zinc-dust re galvanizing welds in • -content paint for g steel, complying with SSPC-Paint 20. D. Bituminous Paint: Cold-applied asphalt mastic complying with SSPC-Paint 12 except containing no asbestos fibers, or cold-applied asphalt emulsion complying with =1 ASTM D 1187. 2.5 FASTENERS ii'�yt,�.t�'• •' A. General: Provide Type 304 or 316 stainless-steel fasteners for exterior use and zinc- plated fasteners with coating complying with ASTM B 633, Class Fe/Zn S, where ,j built into exterior walls. Select fasteners for type, grade, and class required. B. Bolts and Nuts: Regular hexagon-head bolts ASTM A 307 Grade ; with hex nuts di ASTM A 563 and, where indicated, washers. a `F r � Gated flat wa C. Anchor Bolts: ASTM F 1554, Grade 36. ','sttit F' D. Machine Screws: ASME B 18.6.3 •ii '}, y, E. Lag Bolts: ASME B 18.2.1 � ,�.x�'t{ttt1��7 • F. Wood Screws: Flat head, carbon steel, ASME B18.6.I. •.>. G. Plain Washers: Rowed, carbon steel, ASME B 18.22.1 'i'x; 'tfyy7 H. Lock Washers: Helical, spring type, carbon steel,ASME B18.21.1 Y.'•�1f�fl 1 t '.'i'�'fii I. Expansion Anchors: Anchor bolt and sleeve assembly of material indicated below with capability to sustain, without failure, a load equal to six times the load imposed when installed in unit masonry and equal to four times the load imposed when lYa C54199-00 05500-4 METAL FABRICATIONS ` 1 <'K RO—3/19/01 Y ; 1�. ti?6 �' r ,^4'i"^•+'•TM t {..`f.t ."rv�p" +tMtY+rM.X!!Mrcwtr..n.«r•.. y -..•-.,-++»•+..wnv�gHm5xt'ntkR3CYV ".Y.otkM+Ti?f3'�.� i :r7`._.,..t,,.,,,..j.....;.>,.r r71,..;s',,:.-. 7pa�,,° ttri fir, yL {'.t'ty � , .fr ,. , : r ,l , •r., { Sty r ii i Ft. t n: 1�rJ' 'roP trr{` .ft{ s {{�'.z,'.sr y��; , , t,r r , r }s f f +' + • L l ,4 )pr', r . 1 ><, ty r sk } �.: r' i i f •i # �My4.�j i �� ,X?!Y.z.,� ��!�. : �:YS+ y(�. vi }S 1 } s .,' , ,t�. t f '! >, j , � ity L r`;} �?r5 •�; �tp" • itAl - � tt ) { 11. �' J ,. 5�f'. ., ,• .a.., +. �...t f J t fJ.yy Y'rr I;tp 1 411ht JdrX.* ,! (.• ; > ! e F :tf �Y pn t 4.HI i .,'.,t § 5r.'S"rl!,t`nit„d�r i"[,i}�i�. t,•e+*?cf�,3.!a r t .T t y , S �n s.. J ,r. .7 i Jt S f f5 51 i1:�tc;�!}�t} 9i}�z EiY�?��`;k�'�, ,'{`'�' J)ltya '��, $ >rt 'y , qty s(. t _.r rlY:S"�•i tq. {'j„{'�'rri•7;�l�r�f, ,'. �,p�7y4,A� ,. a }.:•...�iaMnh4'Rk'v?4fttkMttis+AYVw.r<✓. .: .,,.r».. .._ ......"..,...rY•r.as..i,.r ..,>.� ...,r. .,..,,, ....: .. .. .. ....,,-..... M..+�n.nynr•.;..xh ywvi.,.t?r�?latn af.,•:+•�,r•...+G.....,..w..w'+.+++wk.. s e.,t1,1 4 y.i �� r. R.. $, FACILITY EXPANSION WATER.POLLUTION CONTROL FAC CITY OF JEFFERSON, MISSOURI installed in concrete, as determined by testing per ASTM E 488, conducted by a qualified independent testing agency. s< 1. Material: Carbon-steel components zinc-plated to comply with ASTM B 633, Class Fe/Zn 5. !7: � 2. Material: Alloy Group 1 or 2 stainless-steel bolts complying with ASTM F 593 and nuts complying with ASTM F 594 : J. 'Toggle Bolts: FS FF-B-588,tumble-wing type, class and style as needed. `T�ra„.,,;�,1,'; r' c, h IJ 2,6 GROUTY a r'r: ,�• A. Nonshrink, Nonmetallic Grout: Factory-packaged, nonstaining, noncorrosive, nongaseous grout complying with ASTM C 1107. Provide grout specifically recommended by manufacturer for interior and exterior applications. 2.7 CONCRETE FILL A. Concrete Materials and Properties: Comply with requirements in Division 3 Section "Concrete Work" for normal-weight, air-entrained, ready-mix concrete with a rs,' tt,•.,4;.,,,,>.'" minimum 28-day compressive strength of 3000 psi (20 MPa), unless otherwise indicated. 2.8 FABRICATION, GENERAL A. Shop Assembly: Preassemble items in shop to greatest extent possible to minimize A, field field splicing and assembly. Disassemble units only as necessary for shipping and handling limitations. Use connections that maintain structural value of joined pieces. Clearly mark units for reassembly and coordinated installation. B. Shear and punch metals cleanly and accurately. Remove burrs. u� C. Ease exposed edges to a radius of approximately 1/32 inch unless otherwise indicated. ,r,rsTi`'s ;•' Form bent-metal corners to smallest radius possible without causing grain separation or otherwise impairing work. ''?`'f ..� N. 'lit,'•" ,' D. Weld corners and seams continuously to comply with the following: 1. Use materials and methods that minimize distortion and develop strength and <; corrosion resistance of base metals. '' 2. Obtain fusion without undercut or overlap. , w'. t � 3. Remove welding flux immediately. 4. At exposed connections, finish exposed welds and surfaces smooth and blendeda,, > f so no roughness shows after finishing and contour of welded surface matches that of adjacent surface. ' r{er„ C54199-00 05500 - 5 METAL FABRICATIONSG ' 'i RO—3/19/01 'F"' " mil.�' <`!;``,'��•.:= ,r ,t "v�!pcJ t{i9WA �xPNi1KgA6Y�i4iFSM°w"a--• .w..+snvrx +tw wvaKwvF av^."^ _ -`wrAw t` —F'� fZ ? [�k r4x� itc ..i;: �"1 i',I"t�C�l:t.t. T 1. }• .4. T _ '1 f ',4�, C l :`�..4 j:•./,;.�� .. �v.� .:ii.,a h �. N .y. c:l.:f), vY? � ! '�' �� Ct +] s ) ~Y"rfi[''}r''•'•``•','a'iit�•t.,y,.., ll t'trr'`ti(.4,. dT" :�, t.. r• t { ;:,, r,: ,,r S. .', '.4 l , S �,t':;1 S. ,:.?.4 ! is ti r F� , lJ k}4: �. �9d.a :+�...S°• i7 t2, � .�`t; t i + rL" 't.� .y `a' i' ,'t } ,J,:. _ '.d} Y �': �z t) t $lr. � q•ar7!�{�f=a• �;��y<�,a�r� r 5 ,t."ut� ,.t} r :,�}t r � �t ti. r t � r i i �i � t r.�: y 1,. .t f � ';t v3�,.� 7...,•�v�, � +� � ,Q' 7.,i.G > <' .. t 4r� '" fF ,t 1. f t :F f. y� .,r.' .. r.� t.` ..� r {.. ,r r�} .r}3 K•:��'1: �„�` qi e ',•i ist .k. s :t: i . .: 3: t ..�.. � y• (s� A.f' n Q. ii"'. ,{�}yt yt' •l. t s ;•:.a ir;;!z>i�;,.;r.5�'i'ti t't, WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI E. Provide for anchorage of type indicated; coordinate with supporting structure. ¢.= Fabricate and space anchoring devices to secure metal fabrications rigidly in place and to support indicated loads. F. Cut, reinforce, drill, and tap metal fabrications as indicated to receive finish hardware, screws, and similar items. ;tr" r G. Fabricate joints that will be exposed to weather in a manner to exclude water, or provide weep holes where water may accumulate. ' II. Allow for thermal movement resulting from the following maximum change (range) in ,ter t�Lr t.f ambient and surface temperatures by preventing buckling, opening up of joints, , , overstressing of components, failure of connections, and other detrimental effects. Base engineering calculation on surface temperatures of materials due to both solar heat gain and nighttime-sky heat loss. f7 I 1. Temperature Change (Range): 120 deg F ambient; 180 deg F material surfaces. , d surfaces and Form exposed work true to line and level with accurate angles an ��•f straight sharp edges. J. Remove sharp or rough areas on exposed traffic surfaces. K. Form exposed connections with hairline joints, flush and smooth, using concealed � .;t`'! ..' �, r� tt "{ fasteners where possible. Use exposed fasteners of type indicated or, if not indicated, Phillips flat-head (countersunk) screws or bolts. Locate joints where least r conspicuous. ' 2.9 STEEL. LADDERS F I w.1 A. General: Fabricate ladders for locations shown, with dimensions, spacings, details, and anchorages as indicated. i 1. Comply with ANSI A14.3,unless otherwise indicated. 2. For elevator pit ladders, comply with ASME A17.1. ` ' "'t -2-1/2-inch steel flat bars, with eased edges, spaced 1$ B. Siderails: Continuous, 1/2-by '' t p h inces apart. 't spaced 12 inches o.c. uaze steel bars, {"! ` C. IIaz Rungs: 3/4-inch- sq .,. .; D. Fit rungs in centerline of side rails plug-weld and grind smooth on outer rail faces. E. Support each ladder at top and bottom and not more than 60 inches o.c. with welded orc� :t p m,• bolted steel brackets. Size brackets to support desi n loads specified in ANSI A14.3. � ' pp g p F. Provide slip resistant surfaces on top of each rung by coating with abrasive material , c metallically bonded to rung by a proprietary process. � r t: 05500 - 6 METAL FABRICATIONS CS-4199-00 ,.� RO 3/19/01 - .tyo..,rr,aq.rw«ao°acrax, `°`"' 'J t r•�r';7ji z afh�S..rl 4� t"�";f bx ; . +I+ »e...p,h,,,,tnrwuik•+rncwanR+, rtT 11.C•-r `.; +; 1 t ti J z.r, Fi lz.zi *'. f{t >ti.t ,��E ti�jF 3r.., ! t •' � ,.4.:}r,.*rt .:ri,`„taS�{°rr {fir �i?tC..zjP��!'r(}��•; �5 �'q:'Y(:' ` s \ .F , •'t F z '(, t b , t+J S ?rt,'"'f 5 4'� t t.�"¢ , ( �."S ti r: � rl( 7 �. Pti ..t h �it{r,,4�,'�� L'�1� GG . 4 . ¢4��• .� � ,. r: , •7 ff�i >+, �:�Jt�.�1"i Y�}}y��r.i,��u"��; v}�u+ j f,�.�.j��' �1 f � F..tz4r �{P,)1�,...f�l��tS5�F¢.+r{ p n.J.� �•T';. • t �5 .. 1 2 y: �j t1r Jtj31 i iry��f tr � f a . Pj !. /{ 1 tvZ vq t 1 a i'i ;��c+•ty'�'.,;y;:}fir+•.,"�, WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI • G. Aluminum ladders, including brackets and fasteners, in the following locations: "d 1. Interior at Headworks Building 2.10 LOOSE BEARING AND LEVELING PLATES A. Provide loose bearing and leveling plates for steel items bearing on masonry or ` concrete construction. Drill plates to receive anchor bolts and for grouting. B. Galvanize plates after fabrication. 2.11 LOOSE STEEL LINTELS '('` A. Fabricate loose structural-steel lintels from steel angles and shapes of size indicated ` ( for openings and recesses in masonry walls and partitions at locations indicated. .', .' 6Q th Weld adjoining members together to form a single unit where indicated. F C. Size loose lintels to provide bearing length at each side of openings equal to one- twelfth of clear span, but not less than 8 inches unless otherwise indicated. r F ) - D. Galvanize loose steel lintels located in exterior walls. ; 2.12 SHELF ANGLES } A. Fabricate shelf angles from steel angles of sizes indicated and for attachment to 1 concrete framing. Provide horizontally slotted holes to receive 3/4-inch bolts, spaced not more than 6 inches from ends and 24 inches o.c.,unless otherwise indicated. B. For cavity walls, provide vertical channel brackets to support angles from backup masonry and concrete. Align expansion joints in angles with indicated control and expansion joints in cavity-wall exterior wythe. C. Galvanize shelf angles to be installed in exterior walls. 71 D. Furnish wedge-type concrete inserts, complete with fasteners, to attach shelf angles to cast-in-place concrete. I 2.13 MISCELLANEOUS FRAMING AND SUPPORTS A. Fabricate units from structural-steel shapes, plates, and bars of welded construction unless otherwise indicated. Fabricate to sizes, shapes, and profiles indicated and as necessary to receive adjacent construction retained by framing and supports. Cut `s drill, and tap units to receive hardware, hangers, and similar items. L=r`'"�z`'`t'` 1'!{riiyY., a 1. Fabricate units from slotted channel framing where indicated. r , 'r• C5-4199-00 05500 - 7 METAL FABRICATIONS RO—3/19/01 i.� •�a �{''�liylt�. '_.fie`!r,'::,' a�:,, . .. ,.,..,—......_.,: ,,.. �......_�.,.-.....«••-•«+.N,uw+ns rwa.rw>RUeyrn.+.K..'.'�'^'".,.. t., ,..,.: --±�,,,.t.. _ .....±++..-, -,.-rr-,�#t}��{iJ.{ '' t t u4t�` ,..�.'SI ...{ ! t ;.,,r .� ,,.•., dS'R '«' w@° t .1 .Mwa'RW+P177prpfWnn i r.t�} �' Y t y. r,'�tl ,,.•;.�[ , 't,'f .z . r".:..,1�3'd�St 'd•. �I: � r.: ; , s' .s`. r ;t +a �1.�� :t�"�� S,F,,iir,t 7,y. '::t f7 �,• s t . �( l�y 'ix. ,. h1 t.', �y,, ,V,I,v Sr,.t�'!§i. ..; t�t�'A '.,t. a ' S �.., � ..�^ r i .ttt i j '!, t `7`%-.' Y�•;L„. ry+S Za',t.�, yy' .;( ?"A �a {, ��t a t .i•Jf' `r.t,iSy ( / .�:t�.�.Ew.�•;'f T,.;F..3�y` 6141.11 j `��.yr..,t,�.,r�F<<��,, k'�' a: �, r � a r, :i. t 7` t::` •c :s, ,lt( 't ' 1>'t•..,;., ,�r�}o- s J�'" t .br�i.E 4 x.' .1*� rt a c If'J ! 1 .;•Nfs - yy�1 } t, f }S, 11tY{ ..t. J WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI R 2. Where units are indicated to be cast into concrete or built into maso with integrally welded steel strap anchors 1-1/4 inches wide by 1/4 inch thick b a4 Y 8 inches(200 mm) long at 24 inches o.c., unless otherwise indicated. 3• Furnish inserts if units must be installed after concrete is placed, 2.14 MISCEL LANEOUS � r .. STEEL TRIM A. Unless otherwise indicated, fabricate units from structural-steel shapes plates and 't bars of profiles shown with continuously welded joints, and smooth exposed edges. t, Miter corners and use concealed field splices where possible. '�eilf iL�Y.'i1 f•h*, B. Provide cutouts, fittings, and anchorages as needed to coordinate assembly and installation with other work. Provide anchors, welded to trim, for embedding in concrete or masonry construction, spaced not more than 6 inches from each end, 6 inches from corners, and 24 inches o.c., unless otherwise indicated. C. Galvanize miscellaneous steel trim in the following locations: -v rt€. 1. Exterior. ';: M'y . ,; :;;•.,; 2. Interior, where indicated. 2.15 METAL FLOOR PLATE A. Abrasive-Surface Floor Plate: Fabricate from steel plate with abrasive granules rolledr;'' into surface. Provide material with coefficient of friction of 0.6 or higher when tested '`= ?' accordin g to AST M C 1028. B. Include steel angle stiffeners, and fixed and removable sections as indicated, 1. Provide l bar drop e flush steel s for lifting p handle fling removable sections, one at each end of each section. 2,16 PIPE BOLLARDS '```'' '`` 1 A. Fabricate 304 pipe bollards from 31 or 6 stainless steel pipe. LL � try 2.17 STEEL AND IRON FINI SHES A. alv g: Hot-dip galvanize items as indicated to comply with applicable standard . ,ted below: ASTM A 123, for galvanizing steel and iron products. "'F ft�; ''rs rJ'C`:'{..,•_ B. paration o p �z Pr for Shp riming: Prepare uncoated ferrous comply wit"n -metal surfaces to minimum requirements indicated below for SSPC surface-preparation ficatio _ 4 � spc i ns and environmental exposure conditions of installed metal fabrications: :xte SPC rs S e 1 no ( Zone 1B): SSP(,-SP 6/NACE '� �� 'leaning." No. 3, "Commercial Blast ' ,' ,rfi;.=� x ''. , C5-4199-00 05500 - 8 fit3,:•�t METAL FABRICATIONS 7't''x' .,•,,` RO—3/19/01 v%; �;��'' ! iC t� �T fit. ' t�F�y: .'ty riy?+At, ..'t t: ? ,t t t��y�flRiteTi7S�li�ht�47,'+b ".'^.'.^;" +•". 7T •F'-++ SA....«.,,w t y�P� �•Y�h�` ypS?,�� .r,� ..f,'�� t tC q t '�✓S.S t. i. S f i,r !. I: t ' T .,5�`. t'•i: ��!?' !'�,��.{;�:� �r t..5'�:�,'�: r,t. Sv)j7 7 !{i ,'::,+{� .1, ft .,a:: X' K'Y��,�' �S=•'i;j wl .•t �r d.iF .ti.{. t' r �' ,{i. , . `, �'t .Xi=� :U sFSftyZsit:i ?;1 i,f.r yn;,�� tirAis.p��,,`it'44��, ,+� �j�4 �r e t tk t l!`•r, +' ' I S S.t '.r 31}t '� ti3��,va�t3t' t.,r it Je [Jr�yS YiFlp��h�r�}y��$� �t; �� ., 1l( w fy a e'.11: t tj iS, 4:4,1�J bT 14v.�> '' �,r.wiftffVAhSTrT.itShA'fX�Hw'..n, anr..nr -.,..... .' ..' ... ...:,-.,....... .,.r.. .,..r.... b.:.r,•. ........ ... .. .. ..._.. ...,,.... ...,.-..,i..,+.t)a.rtM!:f`Tenry?N.:.r7r!evL.ar,.,.w mw 4xa�'rtn�«L �� t.. tai !� Ti WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI ; t" 2. Interiors (SSPC Zone lA): SSPC-SP 3, "Power Tool Cleaning." C. Apply sho p p rimer to uncoated surfaces of metal fabrications,cations, except those with ^t,r galvanized finishes and t<'iose to be embedded in concrete, sprayed-on fireproofing, or masonry, unless otherwise indicated. Comply with SSPC-PA 1, "Paint Application Specification N o. l," for shop painting. `;;�'�.:,`<='r't';'`' • . 1. Stripe paint corners, crevices, bolts,welds, and sharp edges. i 2.18 STAINLESS-STEEL FINISHES A. Remove tool and die marks and stretch lines or blend into finish. B. Grind and polish surfaces to produce uniform, directionally textured, polished finish ti,s Y indicated, free of cross scratches. Run grain with long dimension of each piece. C. Bright, Directional Polish: No. 4 finish. D. When polishing is completed, passivate and rinse surfaces. Remove embedded ti g leave .. �, foreign matter and ma surfaces chemical) clean. •i ,� 2.19 ALUMINUM FINISHES A. Finish designations prefixed by AA comply with the system established by they Aluminum Association for designating aluminum finishes. B. Class I, Clear Anodic Finish: AA-M12C22A ;, ;x.•,{'�,,` 41 (Mechanical Finish: norispecular as 1 � 'i � �" • �` fabricated; Chemical Finish: etched medium matte; Anodic Coating: Architectural O.OI8 � � clear coating mm or thicker) � Class I, cle complying with AAMA 607.1. PART 3 EXECUTION 3.1 INSTALLATION GENERAL I J J, T A. Fastening to In-Place Construction: Provide anchorage devices and fasteners where j necessary for securing metal fabrications to in-place construction. Include threaded ' ;r,,' J fasteners for concrete and masonry inserts, toggle bolts, through-bolts, lag bolts, wood connectors. screws, and other B. Cuttin g, Fittin g, and Place ment: Pe rform cutting, drilling, and fitting required for installing metal fabrications. Set metal fabrications accurately in location, alignment, ',,;j'`''y` ; and elevation; with edges and surfaces level plumb and g , true, and free of rack; measured from e stablished lines and levels. C. Provide temporary bracing or anchors in formwork for items that are to be built into P �' g ? concrete masonry, or similar construction. C54199-00 05500- 9 METAL FABRICATIONS `y'f RO—3/19/01 ,fit� ri't`t 'mF D5g41 �1t915�7!<tq'tfoGNAl?61Sl�lr!3k' r7 •, ,>•.,an..iw,�cemx�n+r3.nxvnte.+vaunvn..w•-•,' . *.,..waoNU,cwt w++:r••.^.. "c ar tl r t 1tP�,�t�iA.`'.e��,.'y';�,5 Art{ I }�i, t`Y a,Yt F s . t a.,i j.!•� .• s .. .' it � t t!•{re t' k i x t�#`S'=.t 1 .. ..,tom td � 14b7 i�ia t ' :Ft 's .,y rti ?sf�:$ fy t fit 1 » rdE�s Via" C00 1 1 ,.rwnitiri�..Gnai•✓ur..+d .,w,.w.... ............. .,..., a .,f nvt',+5'_y,.:. J,,.r.;,.1:v' ,.,...,...... ., .......•...., w., r.a .a"eA-,xnt r••v...,...., ...a..... . t. t ...s.•,..._.:....,t.uw.r{Ykv,t � 1 i(i .h x�}3 :i) y + WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI D. Fit exposed connections accurately together to form hairline joints. Weld connections that are not to be left as exposed joints but cannot be shop welded because of shipping size limitations. Do not weld, cut, or abrade surfaces of exterior units that have been hot-dip galvanized after fabrication and are for bolted or screwed field connections. E. Field Welding: Comply with the following requirements: 1. Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals. 2. Obtain fusion without undercut or overlap. 3. Remove welding flux immediately. 4. At exposed connections, finish exposed welds and surfaces smooth and blended so no roughness shows after finishing and contour of welded surface matches that f� r of adjacent surface. F. Corrosion Protection: Coat concealed surfaces of aluminum that will come into contact with grout, concrete, masonry, wood, or dissimilar metals with a heavy coat of bituminous paint. 3.2 SETTING BEARING AND LEVELING PLATES r7i A. Clean concrete and masonry bearing surfaces of bond-reducing materials, and roughen to improve bond to surfaces. Clean bottom surface of plates. B. Set bearing and leveling plates on wedges, shims, or leveling nuts. After bearing members have been positioned and plumbed, tighten anchor bolts. Do not remove wedges or shims but, if protruding, cut off flush with edge of bearing plate beforer packing with grout. ys>;t „ W• ` 1. Use nonshrink{rout either metallic or nonmetallic in concealed locations wheregi,r not exposed to moisture; use nonshrink, nonmetallic grout in exposed locations, -' ,�fs� ;rr}.:, f;:• unless otherwise indicated. 2. Pack grout solidly between bearing surfaces and plates to ensure that no voids remain. 3,3 INSTALLING MISCELLANEOUS FRAMING AND SUPPORTS r'9� a•�.try'' A. General: Install framing and supports to comply with requirements of items being rx=r: rG,A, supported, including manufacturers written instructions and requirements indicated on F' I Shop Drawings, if any. It B. Anchor supports for operable partitions securely to and rigidly brace from building structure. x. C. Support steel girders on solid grouted masonry, concrete, or steel pipe columns. Secure girders with anchor bolts embedded in grouted masonry or concrete or with g gr m'Y ' .t bolts through top plates of pipe columns. • 1 C5-4199-00 05500 - 10 METAL FABRICATIONS , RO —3/19/01 y=a.t' 141,'a5•,.fi13'4"�' ''. i, f 1 l.i •� i,.�-r.. n+n?'{'uWA+t6G1uJFbN6t7+11ww.R+u'?!..' ..; "'""""'^'•!"n..nKit'AR'1%'?:+6iidfRRMNi(1C'5'+Xv7Rf! t°""'1 ,i r, 2 jiv5t.'aJrbro4: in ai us it. ! t t.1 tt iyt; i krV Ri��Td t.5y " rctrp�.' '`r =ti t ;t t .t R '•+a e Y t�' t. t ,r.�!,.t��jFb1�.F:�H ;��ry}�i. f .?i� t 1 'r''" 15 ' y ft! , >.fa;.{59sfi}}�t�f,),2 '" •��r�}},A r. i � .7`?r 3 .7�� t 1 'r r t itj t i �E�r f��ff i � J S�t•,",��-� .0 i•. r '' S •; f�f . M t I� 9 �' v .�.c�'�t� 'Xt' vtl�r`5 'iJ'';N`4y': . .SS. `'ir. .,Y/� ' ''�+' "•'.J•;.k'rrA:;M.," /' .;;�G�!' r ° ,; �4 4i, t t }• £i i t., 1 #.,.'. ,.r.'�%{r• ..S t^l 1 S"'Ft',:Crl'r'17, �3•>.1, .r11,tir .5,,2a.:3 r,S,+. ,t ,+vi'•,r a '?r. ld l e*.it'��'T. ...,T �' ; 1 .l�Y+l,.},.;_1b y '.i �.f t j t .`n{l Vt�+•+:•1s�:4,"..,{'1t/ilY�l�';) F,{ L C � '4t, 1. ,r'7;} ,l� y' +t��i.�'".4`�y' sj4'.-, '��s,P+'a11+, ?�.23t G,x. n.r'•f }` .:i '( J i �t t ,r.,'ijl �+ ., r S,, �},. ..),' )i- t t.. 11�'1erl,-?.s4��'b9tJWyr. 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M,L tk1t'Y:, ON '' � Aw+e„>nr>r,r.,t•.,...,�, ,,.:r.,.Jx<,r..rti.n,cS„ Rr,sirr.tan?task»ue,. �. WATER POLLUTION CONTROL FACILITY EXPANSION 's CITY OF JEFFERSON,MISSOURI "sty•tslS}�,,�.yy�:`•'�,r 4 t��rrt 1�>tr(ir�g�t�•,ar . 3.4 INSTALLING PIPE BOLLARDS A. Anchor bollards in place with concrete pavement/footings. Support and brace bollards ' i in position until concrete has been placed and cured. -Alt B. Fill bollards with concrete within 8" of top of bollard then cap bollards with 1/4-inch- V (6-mm-) minimum welded stainless steel plate. Welds shall be totally sealed and a �`! ;_-IV watertight. `, •t; . by `, 3.5 ADJUSTING AND CLEANING A. Touchup Painting: Immediately after erection, clean field welds, bolted connections, ` and abraded areas of shop paint, and paint exposed areas with the same material as : ., P P � P P used for shop painting to comply with SSPC-PA 1 for touching up shop-painted'_ s k' surfaces. 1. Apply by brush or spray llqy ;14'{F 7 , •?.'; ,_ to provide a minimum 2.0-mil dry film thickness. B. Touchup Painting: Cleaning and touchup painting of field welds bolted connections and abraded areas of shop paint are specified in Division 9 Section "Painting." K> C. Galvanized Surfaces: Clean field welds bolted connections and abraded areas and ��;'.,t, repair galvanizing to comply with ASTM A 780. 'M END OF SECTION 05500 , ' C54199-00 05500 - 11 METAL FABRICATIONS r..' RO•-3/19/01 .., ^•.;`,, c„^1Y y:.. .:-.4•EY,q'+*+.gN�u'gs4,rpy ^^7t•7r•crra,�j+.+'.# ;'j R'w!YT!!SMI Z-'e"';",a ..Y y"t:'. +r`� `;,{'+'s,r.• rais,r,+.; r;^e }T S', 't f',1.: +,.Si.a 4'k �ti .,#.f�.td+�4 t.tt+ ,d ;, t'. i:;' t Jr�,ii1� 'F?fle +{' -� r'`tr4„��",.`',+ l -+, li', ,r:,i, ..�J+r'•�S,l,Sr,t"F '.tr.�:t�'ry. J?.r'w�s�h. 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'. ... tom. 1 � ' � !t� t/u ?} G,t"•';" `r`� � kiiK R��P hhr;'fi.� ="yti ;�115�tk .'` .ti el�ly• t S t 'al:''I a' , jr:.t�'t Se Yt�L Eye t'A�1 "`,�-'fs1.5 �' j S t ' �� 75 f ,t % t .t.baP�j�tr�$5'+:�=Y4 F ��t 7•' ti , it r r {t '• , 4, , try. a tl t1.1 X,}faa,}.+...,4 �: '. #;"V.i tsf t.r T Y s 1 4 t .. P 4. �,: jt•. ..{.l�� .t �ab� 3N�yyA:t, X u!'Sl afwy e'ir gl�r,lY,.i'' , t, � 1{ .i .t r � (f T �r)}Y rp�ppls t`�ra t�1M1�`t��v�•i�'�Jl::'i r :'l`� t , tiVMi4i'11.'Sk#S!tf'IItfV.i!iffi�a35trt1•Mya.xu,w,«.µt,r_ .....r, .. .t m••te.,i,tt:�tr« erx�.r•r:n..-i .,...,. .. ,._. , .-t._w�:....,n.rwn.,r.,..s,.«'✓,S+ri'ftM+tfkitr5 'N!<Y17 6,w+rtubF.wl1i,37:iW.M+iwitNnl�i(M4.M,�h4 M1f9.' TA( r� [ L WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI t, SECTION 05510 METAL STAIRS ;s. t PART 1 - GENERAL {; 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and . Supplementary Conditions and Division 1 Specification Sections, apply to this Sections 1.2 SUMMARY F A. This Section includes the following: ' ;{:;rt _ 1. Straight run, aluminum-framed stairs. " ' um-framed s E: 2. Al handrails and Aluminum pipe hand a ,I railing systems attached to metal stairs. { ' 3. Perforated handrail screens. 4. Aluminum grating treads attached to metal stairs and s. tlr'``F±'` landing fir:tts�;;3�'•�;rFt-;i;�', 5. Handrails attached to walls adjacent to metal stairs. B. Related Sections: The following Sections contain requirements that relate to this 'I• Section. Division 5 Section "Pipe and Tube Railings" for pipe and tube railing systems g Y adjacent, but not attached to stair. 1.3 PERFORMANCE REQUIREMENTS ..� �.F 1 c ).�ii.k 1 t. • A. Structural Performance: Provide metal stairs capable of withstanding the following j �t structural loads without exceeding the allowable design working stress of the materials � ryJ±:- involved, including anchors and connections. Apply each load to produce the maximum stress in each component of metal stairs. L;r¢.t #'' ��f 1. Treads and Platforms of Metal Stairs: Capable of withstanding a uniform load of '{r i 1r, 100 lbf/sq. ft. or a concentrated load of 300 lbf on an area of 4 sq. in. whichever :'{ +' ^" produces the greater stress. r.,r•y 2. Stair Framing: Capable of withstanding stresses resulting from loads specified i� above in addition to stresses resulting from railing system loads. {{ 3. Limit deflection of treads, platforms, and framing members to L/360 or 1/4 inch ° whichever is less. C54199-00 05510 - 1 METAL STAIRS RO-3/19/01 11 HIM b •(.p it T 4, •�sj� l r 11 t ,,•�r'' "{tt':i:y5.a• ...t.' i,;;i nt lt. 4.,": ty ..:'.""^�°^.vntiwxnMpitNKpAx 765:�wuNM!'w.tC�i...r:SC`�'t' 1 �''� ilS.'T�"tp•''�r"Si'h` �. r.,<: t��f ,, � (1.f7 R. �. ,j,T:.i f � j' t ,{. ..1.r�t,�}� 4 •.Y f•f. � � � +� a{Naz:r�1�*"�1a '�rl, P!3 - 'St✓�^• r.+ T:.. ;,cn?'.v.:}.u., .,t .rj.,., Sr t .t. J t 7.tj' �;{.;;,,frl:a,,", if�;�t-•1. �t.�i,1 ,xf •;, ': 'r 'rc ,.. '. t -ypFt.�.Y �.7 1. �,. "Y:, !, .is ,�: t..Yi:.ti•. r.{�r Ott' )7 � ,� , .J.. t. :��✓:'Y'P�i.+t�.a:r'i i:•,;l�i.y' Kt Fh ,,!". N �lFfixe�`,,1e.�°;air.t.'. `.'i. .rt-.,;•k."�+t, 2��,` ,{.. :i, i +o't � +. d.! 4 .'r .r;. t'7:ff { a •.x .!P..i., � pP B�i{S�f ,.aV,; ,t. Y, xh,, y. i ,,.t,,.t.'t:•`q'i.� !', t 1 a' i. # ,. 'z .I ..,..,,a .r�l-b. ilv :'R. n•K`f'; ��r,•`f��;f.•) r{q�- .{•!. !k i.,A ) .4.f ,�'. 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',".;"',3,�;:, :�rro-+t;i''�, >,�+� 1 ;�, :k. p� iry�• ty ..fjre ri.t�S.^+ r4'1 3'4'•+ara. .t-•t. ;.'{':'i,' i:1!SvzV?rh a.H :'1:rt,,f�,t+, tt ,,t ., .IZ; Ir, i `[ ,,t .i,�:• k.r L {r y�, <> •1p5 T t ,Y+4 {:, -,p. r, .t: ,r.a.t. .},,r ,1,. :.{�t a', 4. rtt � 't. ,^t. ! i,:, �., yt a,9r 1' ',t; 51 ,. ti.P7 •,�'�ys!,^-<' •d, r• i IS'Y' �"tf'P:v x.5,1..f ,r�t�.. .�°r,Y '`r, -PF., T..: 4. ,t+ i:e ,t. ,t.-G `F ) X75.. ��'��'rt»•i�.} i .r ��'. �',.;11r 3 .4 �r 1xr,,..; ;,�,„.t: 'Y,f,„• i Yr 'I ,:a's I { ,,,.�r ,! a.l�'.J,. .'�,,,t .r,}'f�t��ll ws ,�. r,�- .} .,hdt•.4s+�..t .r,_ru:" �'a��u r,{;;... i,t� Y:, �t, 't ''rri �:�2 �': � ,'kf x.45'.Y.'< •,F'. '.i f i ^•�:.- r.Pry 4• 4 t _:t;1 v3 a Y. .i' _ ri'i ..P..rxt r) '�• 1. xt .r .t•r`2r �' �::'- t)f', .a,t ,.t I, 't c S. " f. f : ;Y.. w t... r '�� .rt{2tlr)j{x {r#5 i ,,�F',"� :,lf!-Jt,:• :'�t1A.y t:�l l,fi�rti:'`t+'Y{.� .S ):• ( Y S t" .t. '#" / Ffl o,k: VrJ..{}: i 7},. T-.:2"lx: '`$' ,V,1'w',P}{q i. 'F.{, ,jl::•-,+,-` .4i.'k!utin , {',t t:, :1' i x,!'1r- t .•'a { 7�'f rk:..ASx ''�t7':, �"X: 3 f'�i Mt 1 '+ 12 st.„ `t27ftt F ir4'S ,,Y 'r. ,', f :v '1 ,�' . ' t ri',l.t t�'•`{1, °�}+ u a. a:! . tNJ�;.�:xbihN.rn..nry erw.,....w..... .,.........,. .,, �.. yr++,x,.r., .....,... ., .•................ _..._,.,,.....�,,.v...y,-r,..it rar:t,•..,.,............,. .. ...,�......«w�nvx+yln6'hY ��' ° 1� }r` iz- y WATER POLLUTION CONTROL FACILITY EXPANSION ` CITY OF JEFFERSON, MISSOURI ! B. Structural Performance of Handrails and Railings: Provide handrails and railings complying with requirements in ASTM E 985 for structural performance, based on testing performed according to ASTM E 894 and ASTM E 935. ` { C. Structural Performance of Handrails and Railings: Provide handrails and railings v , capable of withstanding the following structural loads without exceeding the allowable design working stress of materials for handrails, railings, anchors, and connections: 1. Top Rail of Guards: Capable of withstanding the following loads applied as ?'„�r:;�.z �• indicated: I` a. Concentrated load of 200 lbf applied at any point and in any direction. � '`r' {?'.r; b. Uniform load of 50 MR. applied horizontally and concurrently with uniform load of 1001bf/ft. applied vertically downward. c. Concentrated and uniform loads above need not be assumed to act ;r concurrently. 2. Handrails Not Serving as Top Rails: Capable of withstanding the following loads applied as indicated: tY , a. Concentrated load of 200 lbf applied and in an direction. ed at any point y b. Concentrated and uniform loads above need not be assumed to act , concurrently. ;.x 3. Infill Area of Guards: Capable of withstanding a horizontal concentrated load of 1}.y.r. 200 lbf applied to 1 sq. ft. at any point in system, including panels, intermediate rails, balusters, or other elements composing infill area. P g f� ri•. ...t�. a. Load above need not be assumed to act concurrently with loads on t op rails in determining stress on guards. +~ .4 SUBMITTALS A. General: Submit each item in this Article according to the Conditions of the Contract It 4'1 and Division 1 Specification Sections. .rirro 1rnv r B. Shop drawings detailing fabrication and installation of aluminum stairs. Include plans, {V afxisp;',hr r1` elevations, sections, and details of aluminum stairs and their connections. Show F7 anchorage and accessory items. Provide templates for anchors and bolts specified for installation under other sections. t;,,pp 2.� yr; •r 1. For installed products indicated to comply with design loads, include structural 1 analysis data signed and sealed by the qualified professional engineer responsible for their preparation. •j�1�1;`1i T,r, C5-4199-00 05510 - 2 METAL STAIRS RO 3/19/01 "' I,a" .*"^"^..�•nnq+n+Mt KttlMrM�+uw+ j 5 Y r},+jc` 'w`""\^4gnmM MiWZk'gltglWNtl414�N1PTf�+ ,.,x .d'�1,f t,ytatlrS.t:,a. � , t r ., ,� i`� ' .r .� S �. •�}>` t{ .if' a � yy��'''i''�.7{`'”' .,+' t,,5['is,t4�4f�ty"} •,t, t4f L � � t i 7.S , � a i i,.. ii . ;r �i c Z �#t �F r z;~zx ,�a•' \�I:{N., ra r' t•ri J to r i x r t1 P : t , i.4b' f d t'L t) ti , j+`�¢{, .`�'i j si,+ �}} ri� P}i r i , r F .t' I�r' } \ i{ �' }�r tr �1 �- Fj 3. g •�R".tb f�; y.�r..it [ f. fy yr t i r' t ;f i fi.l{7�l.'��tj�jr3[,>'Y �� .r �iyr;��+ib 'F,r y Y:`p�y � f•�"i'�,} y t. t,t r. "�1 V� 'p. r t f , t } ..�1 r , .1 r •r t tx f,•'• ' s 4 ''�}e i J��nat 5'i , l ?t it§t 1 r� fit 5 u J, } � i .l .E t i 1 � r r .' tl't7(` 7 tri,P 3,>4.��,��'tl•41`�.lr , , :1.aw:w:�.wr r`ctrn✓irtR+:c+lati�a!A1;+eNSle.r'.aw,«a• at,...,.......... . :..."....... . .1,.•....2..�vr :..-.:......< ..5... ........ ....._..... _........�. ............. . : ....... .. n,.,>.»....e.m..:,,.«r.,,+i-,si,.�a�«h.v>r...rtr wt>,>..dw:«�,.rnten�Uta�l7l'i�.ii...,"it� ,yltr�t+�'Y��,�''-',tl,�'t:'t fc :: WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI .' C. Welder certificates signed by Contractor certifying that welders comply with requirements specified under the "Quality Assurance" Article. D. Qualification data for firms and persons specified in the "Quality Assurance" Article to demonstrate their capabilities and experience. Include list of completed projects with project names, addresses, names of Engineers and owners, and other information specified. r t 4r 1, r 7 ky 1.5 QUALITY ASSURANCE k :' Y «. A. Professional Engineer Qualifications: A professional engineer who is legally qualified � J to practice in jurisdiction where Pro j ect is located and who is experienced in providing engineering services of the kind indicated. Engineering services are defined as thoseN ',�++ �=�.; performed for installations of metal stairs (including handrails and railing systems) y.;; j that are similar to those indicated for this Project in material design, and extent. B. Fabricator Qualifications: Firm experienced in producing aluminum stairs similar to those indicated for this Project with a record of successful in-service performance and with sufficient production capacity to produce required units without delaying thee'%.Nt. :. ;h}). - rt z�"�,�! Work. C. Installer Qualifications: Arrange for aluminum stair installation specified in this `'° Section by the same film that fabricated them. �- hwe.�„w 1.6 COORDINATION4 A. Coordinate installation of anchorages for metal stairs. Furnish setting drawings, ,434as R+3Q.j., templates, and directions for installing anchorages, including sleeves, concrete inserts, {4;'1r tna',.• r;"{ ,a anchor bolts, and items with integral anchors, that are to be embedded in concrete or masonry. Deliver such items to Project site in time for installation. PART 2 PRODUCTS =>•�?`,�y��j•��t��4`" ' i'•.�;�1>t,�*fit ,twit,,.. '. {; 2.1 MANUFACTURERS :3 A. Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include but are not limited to, the ' Y•., P Y SSY4 < VIA following: ;.y,,`:-�,; 1. Metal Stairs (Pre-assembled) r a. Carbis, Inc. ' tl rf} b. Iron Age c. Jomy Safety Products d. Redd Team Manufacturing. e. Standard Iron& Wire Works Inc. trZ t•;' C54199-00 05510 - 3 METAL STAIRS RO—3/19/01 A� w.ryyyfAM.4M4fFN�J7rkM0Y>til'N!p�.yyl'r... >:> ieia,'� r'Z`1.x pa S a 11014111,111 C!1111,11))!111 77� �x t .•,... ) .� ""4y`"...-_ r r # t r. �.';cl�- rt'a'r j•'a tf,� !• . '{�.'4t`1 ';i\;S';- 1: .,9, ?y:�y; y 5 '1. �! '� e ;,t �' ..t. t y4' t. 1✓,, ..7.•r��'..'� .f1.;2, ;i'k { �' �>� r'�i,..}Y••Yt, t •'1 � r "' .i c� �- s '. 5 `.; :r 't.. r.t�..' .�r t §n ;..7. .!'n �a' y � :�.;�.5;'h}'£J6J�rfrr•y�l.r.�)� f iN�"�'„X31, ',p. +,�:�'�,atin:{ 't`wYy_� h)n �.}r ' .:C i i. r r r t_ ,, t r ) ) ��t '} .*t �, s,��,, ,)tC,f.��>'l,•.},�}'4t�>,'4rJa;''�.�t•}5�ti �.�.,''f4'•t� Y Sic:?'fir'`l r.S�. ..t t 4�µ ? 'f .�C, f ' 'F , t s .'� .r �• �t i ;+i hfy .�f.ku�t. ,J'. r�,}}!,5, r� �r 1''r,P '•'�� ,�.,.:¢rr,�{, )t'C; )r Ir.Ca; : a.''} 1 t. :r a, ,r. ,T ;.. .t.: .t,*.�., { ,sfta'a S','rtat'_i ?'t;'r3-TL. w';"'� � ;;. .t .�<: 'a$. aV€*:•s. �+ r :e 1 t .,r t } "� ., 4�;:Y:,•f ��"(LL�>,,f' �+ �� ,�'., ,��.;A� ,F�viw•. �.� 'r1)}�' 1' .b-'r.(' } •,�„.�.' ,t. 4T .�I 1 [ t tt Y,. .} 1SiR. ,i�>it�Dwt{.,.ee 1..r,i�!},'�"m s.}.N L�.,'�; {V7e' 1•, ��'.��' r'. tr �.,+. ,r t ) 1Y t s 1' r5 t ! 1 .a 4t c.,r:+r. �.ir .t �t?�: F��.. 'i„�S�;z{;J,.,-Y°z•'�h*:v` 't��t S;L. •``'t' s.. i;r;,da.,t 5a,4)„ 'f.+ ,. .t ��. r .r+,.r 1, trt-” t s ,{ jry� >i},at' +r,.,?;,� It �rfT•�r°M`f'r .} :r, �. '} •,A t'. l t� tr 'id” y:r vNN,,`.1'ti�, , s ' ( }�. i; , t Ft ..'.t t,r .:'? .;. ..•_ {t t .r' �r. .tl x 31�,i�F r,i5.,l l�rt t��7' t; t }.r¢eji f.r {;7, ,9Taq ' t 1 t 4'11 lid, {t Ynt.�lµs(t�rrxa I'r i t 3 ' f�bilU�J lFl :. t WATER POLLUTION CONTROL FACILITY EXPANSION i CITY OF JEFFERSON,MISSOURI r ( •i 2. Perforated railing screen: s a. McNichols Corp. 2.2 FASTENERSt';;2;;.t',: i A. General: Provide stainless steel connection components to the greatest extents: }} ?- possible. 1 •1 , B. Expansion Anchors: Anchor bolt and sleeve assemblies of material indicated below P with capability to sustain, without failure, a load equal to 6 times the load imposed when installed in unit masonry and equal to 4 times the load imposed when installed in concrete as determined by testing per ASTM E 488 conducted by a qualified ' ' independent testing agency. SLS ' 1. Material: Group 1 alloy 304 or 316 stainless-steel bolts and nuts complying with ASTM F 593 (ASTM F 738M) and ASTM F 594 (ASTM F 836M). 2.3 ALUMINUM STAIRS A. General: Construct stairs to conform to sizes and arrangements indicated. Join pieces together by bolted connections unless otherwise indicated. Provide complete stair �t,•,..,r,� :r- z a,,.,.. }': assemblies including metal framing, hangers, columns, handrails, railing systems, j newels,balusters, struts, clips, brackets,bearing plates, or other components necessary for the support of stairs and platforms, and as required to anchor and contain the stairs on the supporting structure. 1. NAAMM Stair Standard: Comply with "Recommended Voluntary Minimum Standards for Fixed Metal Stairs t. tt tt in NAAMM Metal Stair Manual for class of stair designated, except where more stringent requirements are indicated. ',� ""' `:��Mfr":r`^�i i�f;.?' `•i a. Commercial class, unless otherwise indicated. ,;, „ S i . �;•4R::'r;,V�`t fir. ' B. Stair Framing: Fabricate stringers of structural aluminum channels tubes plates, or a combination thereof, as indicated. Provide closures for exposed ends of stringers. r}a�.ift t. Construct platforms of structural aluminum channel headers and miscellaneous framing members as indicated. Bolt headers to stringers; and bolt framing members to stringers and headers. :i C. Fabricate grating treads and platforms with aluminum plate nosing and with aluminum angle or aluminum plate carrier at each end for stringer connections. Secure treads to � f. aY,f• ' stringers with bolts. Provide toe-plates at open sided edges of grating platforms. s� Weld grating to platform framing. 1Y C5-4199-00 05510- 4 METAL STAIRS 1 RO—3/19/01 �,— ," +�• ii5�,�,i,t�'�,tf.�?r yj tt s vy.i � .,, �, .y,;,', �:`; S.w't7-*'b4'^5,t'i•lYP i dJ- ( .y' E.. ,, ;s. .,, 1, .,"i S +t t .r it i rgi4 it r•l�L.�,'k d�}V� t,.f V}y.}1� •h�' i�c. q: Si4 ty:�.' 4 r .t. r '� ,t� � !+•.a, �: .s,, r. tz ae... rY i'(it, t .t a p4��s� ;,ttt� i,N .ti j''k\�yiK 1 s }tt, r{.f :J •ei� ,� ..i t �: 1. t ,! ..), ri !. .r, ^,a,,:,,{; .r e .�aalt:t�w ? j ,L:``I.,ri�'�'^.,6°d• .:rw"{4fiSi j,µQ db•.'p7 r4 iinr. !°1{ 1 .! 'f:�ti.', t, t .l rt. ''r t '! '.< !�.�•. e P td. :sf.:".`.F',.e jf <.i<9 f. � '� ..�•5.,'.r. t'7. �! � rl •..i,.�Si ( 'Ir y ...I)� ti {`:ir„{;:,�� 1 Jr,"'•Y'.•� JA Eft,+lry•. }tM �a�t S'��i'�:` pp<•`�`rS S' '../. d 't k.'Y�"� ,5` °S tr. $ } :�.. r.t � i 4:.,{l, i,}?1 fTa{, �r t !�'r�t ' t�P+'ii(` Lf tt'�� r''�P ��• ryi;.,{ i'9.^yS�1��YrF;1, (..i,i�''Jir 1 s iJ .k r ,,' r ,i, }. i'.•lF r+yu;`a�! � Sd,rt� $ t S �p itt. r.., .. M.ttil J r.Vf. 1 'i 1 t� l �, 5} ,fY..�t5r fro F ,•r•'�i��'S +� Yh�J'"`!':Pi}[ •f« > J ? t. � t.r� H r t.M.�r r r'• Iii rl i. r y,tf ,1 rtC t' .2 Y 1 �4 = T } `x.r=t i 'js• } •{" 1 ..#+�,,{, //re Y •+r '.?: r` �.�1� }'. }, Y lI i' i�,( d`�.� �lY'!.if A:� T'�A1.� •t jd[C� t' t.i k .r,r �r i, .t..q:{ r i .s t t t..7.: 1.3= 1t,Ya 1k.i�.� f.;{�;r�.�t'..�} �,t'i�,").std` 'Yf7�•S,i'rt �'t'r kt ? C. < f.rsrf �'.�; r st�'f'� S{1. V. t.,,•4��"-'t'�vf :��r 't'','t J' •. .. 1 ,: '.1 . �Y$ ?irk i2jsr yea } .� � �P l ... • ._• .: ..«<..aA.•,..,ew.wm-in 1•nn,vrc4e lwiJMteiFr.l+, i.......<. ..!..::.. r ig� -, {,f i .'.�� f t S WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI t». 2.4 ALUMINUM'TUBE HANDRAILS AND RAILINGS A. General: Fabricate handrails and railings to comply with AA30, "Specifications for Aluminum Structures" and with requirements indicated for design, dimensions, ` ' ! details, finish, and member sizes, including wall thickness of tube post spacings, and anchorage, but not less than that needed to withstand indicated loads. " ..s :• '` it q '['f vr, ..• , B. Interconnect members by butt-welding or welding with internal connectors, at ±�M�;�;:��-:; • fabricator's option, unless otherwise indicated. r Yr•`), C. At tee and cross intersections, cope ends of intersecting members to fit contour of tube to which end is joined, and weld all around. j;.r;;,k �»=wJ D. Form changes in direction of handrails and rails as follows: 1. By bending. }, 2. By flush-radius bends. radius bends of radius '''rr'.'r+ ``%-F'" �.� 3. BY indicated. :,';,::�'•.t�a=�,;:;' . � 4. B prefabricated flush fittings. y inserting prefabri -elbow 5. By any method indicated above, applicable to change of direction involved. k •. ' `' " E. Form simple and compound curves by bending members in jigs to produce uniform curvature for each repetitive configuration required; maintain cross section of member throughout entire bend without buckling, twisting, cracking, or otherwise deforming exposed surfaces of components. '{'?t j F. Close exposed ends of handrail and railing members g bers with prefabricated end fittings. `r G. Provide wall returns at ends of wall-mounted handrails, unless otherwise indicated. i Close ends of returns, unless clearance between end of rail and wall 11 is 1/4 inch or less. H. Brackets, Flanges, Fittings, and Anchors: Provide wall brackets, end closures, flanges, miscellaneous fittings, and anchors for interconnecting railings and for attaching to F other work. Furnish inserts and other anchorage devices for connecting to concrete or masonry work. {I;;x ,t,,x,�r;;? ' . Connect railing posts to stair framing by direct welding, unless otherwise indicated. 2.5 ALUMINUM PERFORATED SCREEN A. Basis of Design: McNichols McN'c Corp.. 1. Aluminum Pe rforate d Screen, 3003 H14 aluminum, 3/32" 7/32 Dia. 5116" Stg. ' Ctrs; 45%open area. ';f'a7 :`,f, �=='' C54199-00 05510 - 5 METAL STAIRS R0.-3/19/01 2 7Y R 7 ,r�.. � a t} ;.r':4 ' r � :r; S s' A (i ,.r w. 'i.�• ..,r'r};^.�;4 �t .4•r 5 j +.' d .: r/ 1 r t it � { .'r :, � �. } a,! r a4til.r�}�H 1`.l(;�t�l,S Y l�:' 'y'L l ,A, ii Ck J ., r i � s , ,. i3r .,=tv,7 �Sy •!:.�„kKS”E' i.yf?, _1 ,t7 S + � 1• r. + t , itj�.xf M1t r.�+-� fe�f �! �+4Kfnv+a,Ar.,tlh,Fiaa...4x,.+,.:.n:...�._.'. .. _..._..__..,..,.n•, , n a..-...,.«..•.._.... ., ...,_......n�.,•i••Y.ni+`If.!LYk.tf,tk,.J4ay.. .w..,.••....,...._...... - ..a ......w...:..�.,vrJ4 �tt 17��i4�4 1 WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI r- ' 2. Length and width sized to allow for clear margin for aluminum frame to be fitted to stair handrail. Frame shall be connected with aluminum channels. 2.6 ALUMINUM FINISHES :•::1 11 1111 A. Appearance of Finished Work: Variations in appearance of abutting or adjacent •, pieces are acceptable if they are within one-half of the range of approved Samples. jNoticeable variations in the same piece are not acceptable. Variations in appearancek`r'`' of other components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast. B. Finish designations prefixed by AA conform to the system established by the '! Aluminum Association for designating aluminum finishes. r C. Class II, Clear Anodic Finish: AA-M12C22A31 (Mechanical Finish: nonspecular as fabricated; Chemical Finish: etched, medium matte; Anodic Coating: Architectural Class I, clear coating 0.018 mm or thicker) complying with AAMA 607.1. d , f 2.4 FABRICATION, GENERAL D. Provide complete stair assemblies, including metal framing, hangers, stints handrails 7 f railings, clips,brackets, bearing plates, and other components necessary to support and anchor stairs and platforms on supporting structure. 1. Join components by welding, ,.; ng,unless otherwise indicated. Y�}�;_�t�+��,%�,• 2. Use connections that maintain structural value of joined ,;'1� j ed pieces. E. NAA with Recommended Voluntary Minimum ' MM Stair Standard: Comply wi 14' Standards for Fixed Metal Stairs" in NAAMM AMP 510 "Metal Stairs Manual for ' class of stair designated, unless more stringent requirements are indicated. s 1. Commercial class, unless otherwise indicated. -z% k ; • F. Shop Assembly: Preassemble stairs in shop to greatest extent possible to minimize 15•.; field splicing and assembly. Disassemble units only as necessary for shipping and � handling limitations. Clearly mark units for reassembly and coordinated installation. >t G. Form exposed work true to line and level with accurate angles and surfaces and ;., straight sharp edges. Shear and punch metals cleanly and accurately. Remove sharp i or rough areas on exposed surfaces. ; { ' = H. Ease exposed edges to a radius of approximately 1/32 inch unless otherwise indicated. ;,` Form bent-metal corners to smallest radius possible without causing grain separation uti or otherwise impairing work. .¢� v► 4 � ' C54199-00 05510 - 6 METAL STAIRS RO-3/19/01 Jvvt!ip(iil 7-77- 2 ^ViNv- " F Ti�(ty7N'A� ^v"' ttpavtta vpae,FiD?1!w"`w"' .� p tsr7'+—.r.-rt;•;.,Z•{�;54 �} r� r 40 J• i ,vr > i s7.. ' J { t �� °t is tth YY 1: —tom sr'�6"�V SS '. .Jt 11t� t rt' ?$•ft'"�i/j6 �iN �%.�:tiJ t+' r��t }" s 4•� .} �.V,V 4a ,� •�' t • rt t r !s : �f1 X 3 {J��'i .l lh��trt 1'�A¢� �h;• a� � �� 4 '+� t � {+} t .)t; y r �.+t. d i, r.r a t. F~�l.r n t t Ifd 7tF t�y�n •r f, �Y Leh ��: r t rt # tl�^�ltrtt ' tA , : sr"�Y ��rts�� _,.,...+..r.tHlx.nn4F+,WW:{('! n.iA;'IRSr7Yxv}Yn....w i.HZ.....,.—. .. ....,:...n...x.,>. ,y.'.H(.+�Y' ur:..•!:..:. , ...,..:... , .... .,•.......,,�.✓. <,.'J.Y. 44...N„!Y IYt:Srlx V.r.tr.a...,�..,....,. .. - WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI I, Weld connections to comply with the following: 1. Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals. r 2. Obtain fusion without undercut or overlap. 3. Remove welding flux immediately. 4. Weld exposed corners and seams continuously, unless otherwise indicated, P-1 5. At exposed connections, finish exposed welds and surfaces smooth and blended { so no roughness shows after finishing and contour of welded surface matches that of adjacent surface. ari J. Form exposed connections with hairline joints, flush and smooth, using concealed fasteners where possible. Use exposed fasteners of type indicated or, if not indicated, Phillips flat-head (countersunk) screws or bolts. Locate joints where least ,j > conspicuous. •+ K. Fabricate joints that will be exposed to weather in a manner to exclude water, or provide weep holes where water may accumulate. 4}};'4=`r`r�':f r PART 3 -EXECUTION 3.1 PREPARATION41> A. Coordinate and furnish anchorages, setting drawings, diagrams, templates, iz yt{ instructions and directions for installing anchorages, including concrete inserts weld sft•°�`''?��'`+' ` '' plates, and anchor bolts. Coordinate delivery of such items to Project site. < :• . i,�`.'<.>`... 3 N 3.2 INSTALLATION, GENERAL B. fastening to In-Place Construction: Provide anchorage devices and fasteners where necessary for securing steel stairs to in-place construction; include threaded fasteners for concrete and mason inserts, through-bolts, la bolts and other connectors as masonry g � g � !+ required. C. Cutting, Fitting, and Placement: Perform cutting, drilling, and fitting required for ' t' installing steel stairs. Set units accurately in location, alignment, and elevation; with edges and surfaces level, plumb, true, and free of rack; and measured from established g lines and levels. + r. lX4 lirli;S.e.;nr D. Provide temporary bracing or anchors in formwork for items that are to be built into tia{T,Lwh4 `: concrete, masonry, or similar construction. E. Fit exposed connections accurately together to form hairline joints. Weld connections that are not to be left as exposed joints but cannot be shop-welded because of shipping C5-4199-00 05510 - 7 METAL STAIRS n RO—3/19/01 _`° f 1' n a•. `f l� YL�•ef�[S y !'t ,*. i,•..Yt++ue�.r/p�.1R!ctsT4+iio'p?kpli'A411�]�ftWff��il{Yi43t'flCYAUgM^" ��, ? 7 ; r�.. N ••—•• t f 1 c � �/ .t7(t�`f ''S �i�',.4,r :�� t r,,.( t .i i•` t t '1 'c t '.v .i, ,.t..,{y�c .t•fit } j '}7 l.�!ii:.i ':r'�,i¢1.x..3 �:7�1�,� }: f y7;.� }! � R `ti ri:: ,,...; 'a t,.p`. !, ,.. r 'r:'� s �{ ..1 tt. :fit h..t�s .Sr{t,��. ,"�.t411Kt{kt^; ?'•C�!�, `� t,;;�'t�� s £}�d.,\ 'y .P t Y t � ;rs; !!,�.,f",ti,Sr,t� _....: .,;�d�'1 r�• �C3 } '' ; " £ . �' k £ t• of r,tTri' yrf ,. ..4 S'F N.4•; .t y?i, A i 't j( {M 2 ` rt,.. I , � dY; F'^tyt'q,i r,X ' 1� .�.c 1 �!F;r>..,,771 SF :Y rY.l7 ;}�,. ..,.>. ;° .•�, tt.'- .7 a,7 ,r t 4 .t} ,''?,',ttn�P k,-�Fs.'r'.+ �'�•',.dA < t.;,"'bc,;cn:'tf's:ry :i'4�5,1'.y:{X+�'*� ., r ".;an•,;( .5+.' t s. + {. r( .�+C 5. s.IS rvtxf,'t.t .75 rae' (•r#'rr,) o} Yf .3:'+ !•fitfsY ,t .f. .. '4.t 4.I5 1 t;iEi 1. i il'Sft�'^''''? \,. pt+r'It;l Y,i'.,,yff �.l 1. {.rt;. i7',••,57,.'rri ��!!rA la}1 iht .f:r�y, L7:: . �''. Ytto- gy;: •.�; �7;„k.,.t;<{ ,,c«�4, ;,ii:,. tT: 'a .:.,` t r:'•: �. r -T?'�z� t �:. ,�,„�:.I ,•i',. 'w�� rv!i �11R`t 4' I. {J•; .r �r tick h.,{ ,,tj%;. t .1 ` .7. } t t .:r`. +«i c �,1.r .: s 7 t 4 r,s3 5a,5. AW r r. �,r�d� 1S.t ,u. } ��'2 t•j� E{� r r 4 .j� i.,'r 5 r uf-,� t Sr t�S'� `y�rP('s �"s `.�< f:4 F ,"dar�".ti,1�;ni+nr '1 t t �r?>t'7 3� 1 r i �'sr,jt'tr 'vr�y �jV..{k ��t•;r�r,"�� t�'I .�`�� o��. PF RYr1:1{'{Y�}WNNw+r1..i.�..lar.,a..S...'.:{..,,t, WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI 4�rDJ.� size limitations. Do not weld, cut, or abrade the surfaces of exterior units that have K� been hot-dip galvanized after fabrication and are intended for bolted field connections. F. Field Welding: Comply with the following requirements: 1. Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals. 2. Obtain fusion without undercut or overlap. 3. Remove welding flux immediately. ' 4. At exposed connections, finish exposed welds and surfaces smooth and blended so that no roughness shows after finishing and welded surface matches contours j of adjoining surfaces. G. Corrosion Protection: Coat concealed surfaces of aluminum that will come into k. F� contact with concrete or dissimilar metals with a heavy coat of bituminous paint. y `'1 3.3 INSTALLING PIPE RAILINGS AND HANDRAILS N �`s�' '" ilr �:.I:'• H. Adjust handrails and railing systems prior to anchoring to ensure matching alignment at abutting joints. Space posts at spacing indicated or, if not indicated, as required by1; .:,:f design loadings. Plumb posts in each direction. Secure posts and railing ends to •.y`C,r I 'S' rG�� 8�2'' building construction as follows: 1. Anchor posts to stringers by bolting to aluminum supporting members. j '',1 `�1,�yJ�`'ei•,'1�.�rP;�t4 Ci. r 1 1 l:r { END OF SECTION 05510 `f?7'a'11y Xv rl. ir•,�,r�t 5. ..;';,' esry}�,'�1��y` r C5-4199-00 05510- 8 METAL STAIRS r RO—3/19/01 Y'� ''� ;Yn?�.^ .T.,. twM?!wm'n.4",..T'',rF�;''.s r � J,� 's+,rt"Y`.^fr+!r,wq�wypwtvw!r�„'.�". •p.�;r;4 r ri�'��.�.,"r $:n .7 yx. x S ��'�{i l/ir ��.d' ji3 tf.li��.r !k t t sa'eit t n«;A,((,�• r .F t� +s.. r ..r Y r,. .�. � Fk .�° t z rS :}�t��>�'}1'i�'3 "'{�, J.s�' ��' �.,r.'; .r .1 I � t 1,t!, F t�- rYa?yr. +i f,it�t'�•�ey� p t � F J f � s '' tf:t fJ t }w,tr.r Fitt ( �cr t}r,? a a ''�' „R4,,ryR�,w •�', + �y ,tyr k""r� r ''t r.: s s .3 'rat t ( t t'•t ;� rf,�tjy k 3 a Cy t Y y: 'rn �,' F� Y :^ 4x. ! , e�-.:t; �' gJ.yx ;�k''i�Ft';};i, » •�r� �r7 r t»;�, �Y-., 'tk�, c ds-:�':•a :„cv r. _( S,a.d r:xr. ar'a, ;� s, �7' tt.,�' s.,wt 1.{ {k5 1'r�'.Asy1 L 1 { ?; r ;aF. 7 t.fi:' t�.F,1v' •�',�f 7. 1 5 ryi ,h•,1,(' 54 1 , A Z SSy / r '•� 7 �is � ,,7 ."}r ! 1, �,�r. rs, ,1 ;,;�. :7 z t V r•r,t r�,¢}, �ai�i� ,h{, �tbs'�`,(` Yt {�} ,;11 Sf' 1r,.iY:�>4°(;il, bw5`�SSi `!�.',a'o I�`•'tp 'I. r. )r{ ,. yr,i.r;:,i`i <{ t'f yY frt 'F f)s� .rxi.i,.r?.,t!4� X;1 7 a�', (_y�{+Y,,P ati. >..�.r, �{�/ty'1_��'ri;d}1�n'�r,5`iT.L1�,�.r.a,tt;lrf�.bt}{,< ,r>r,�iil.�/�FS.�i1 '�.tl! ait,.. .,rcj n,ir,� t � 7. t f.y,;;'..y•a ,rift;,., 'fii?�".C,Sr�t-r.'VEp�� 11•.jt l' i�� w J�` �.: p �t 1,� .T�-� 44 �'y..y � }. ii t.3;, ..' �. { '• ft);. t yy.:tlt !' ,IfF�<73 �At2,'•3 ff rl 5 �, �'. }' 1 ' 1 }� }l,, .t}'� � r.I'f. s,.`r tY r t(k 7� t. inr r rxt rt s k + + fr 7i: t.4'ti;. .,.t/s f >../..lc.'f�".� d 1 ,�S •:7.` . {r ,tl ';y,,i}j' tri jv'�3� .� i �,}��l'lt.r, � f ,��'y tJt '�7' �+�i 11 r .r. r f r•,. ;r "�i}tt� `' 1 � �'. si. ; � .ttl r s "n.A..7,w4,,"rNrfi�;rp•v�G�� yr '¢{��.,,; tf J .._._4.;....,+.aa,Mla"'4+CA'vlrNrtT."!45h.Fnh.,.. ;... ,. n, ,.�.. . .•,.,:.,.. .M ,.l+Ml� t tl xS 4 .,�rr.Y n .. ..,.... ., .,....,... .nn rr,. .. .. ,...,,... .. .. .. .... ............ ....,,..r+• � . t t 1 i !tl#ftily. r a era .. ,m+su rar.+ie•a. •..w..., .f-a..a`7 .4 E WATER POLLUTION CONTROI,FACILITY EXPANSION I3 CITY OF JEFFERSON,MISSOURI SECTION 05521 - PIPE AND TUBE RAILINGS t :i PART I - GENERAL, 1 } ..� 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this :•��:� :� '+ : , Section. 1.2 SUMMARY �ktt`; ftta�' P A. This Section includes the following: 1. Fixed, aluminum pipe and tube handrails and railings. 1.3 PERFORMANCE REQUIREMENTS ��lkrF2alta :e A. General: In engineering handrails and railings to withstand structural loads indicated determine allowable design working stresses of handrail and railing .materials based on the following: + � ,;•t•y 1. Aluminum: AA Structures." � 30, Specifications for Aluminum min '7 B. Structural Performance of Handrails and Railings: Provide handrails and railings capable of withstanding the following structural loads without exceeding allowable design working stresses of materials for handrails, railings, anchors, and connections: <•`;., �,, �t<. ' 1. Top Rail of Guards: Capable of withstanding the following loads applied as indi- cated: :; ed load of 200 1 di- rection. a. Concentrated plied at any point b.f. (890 N) applied and in any '�F:'r;�, ;-�>• Y wx. rf, b• Uniform load of 50 lb.f/ft. (730 N/m) applied horizontally and concurrently I DIwith uniform load of 100 lb.f./ft. (1460 N/m) applied vertically downward. � a Concentrated and uniform loads above need not be assumed to act concur- rently. - 2. Handrails Not Serving As Top Rails: Capable of withstanding the following loads applied as indicated: }F`; �'x.•'„., � ��'��p�.,.^.. ,;•. ! a. Concentrated load of 200 lb.f. ($90 N) applied at any point and in any di- tit.'-`rr,r.+��•��% ; rection. b. Uniform of 50 lb.f/ft. orm load (730 N/m) applied in any direction. f'a��.:�:• �;,„,�^_• 3 • C. Concentrated anconcur- rently. t'a d uniform loads ds above need not be assumed to act `i C54199-00 05521 - 1 PIPE AND TUBE RAILINGS RO•-3/19/01 01+�xAw"fya}" .Y•Ftrr!4t!, ..v'<�",io•ti�.t S f f<•.s:tr;c`,s r t..r4 i. !,. i i'' C t ; `i` t , , .,,.,.,,.' .}'r.,,,a';`;{� y,t,,..1r.7+!1*«ta.et FV;.,',,...•,i,;,•.,,.(rt,."•7,ttS''fT,r�7{ycr•r}�--yte7rr c t`.,cif'.N,U'=�� ;j✓�-'S�i�d.FC,�ire'j.try.,fiiir•,'�`t e 7~�r 7 k yy,,�.'w;!' '1V NW J{ h. :i 1ir.1;.. � 7 r` I' 7 :,,.I 1:..•T,'...,,,v.., :ir h, u`kr ,�,•,/.�.::,1,�j,�f �'}�y�.�'pSSry' ,ivl t Sts r �y �`.t t, �'"� ) r. rr!! 1°<. -'•*' v�' t"'.Xt tr'x+ 'r'r�.� ,I.,NS,,.� ':'=R. .�i:;'i�Y .+:.iL ^+,5,, t ,I, �. i11 >'; z ily i F i} dt l,• r l.a.,:�f,n.;k, .,,li^' i 1','.7'i�t t +.r ;NW a 7r t, f l I 'f,' :1;'.,•{ ('..'t .NyA I )) [[ �5 .. •., Yt t' Y. t'.t' 1, ,! �;+ r,:�}y}: il y ,.N ',3�1 x+ t,,,f raid {} (. et "'X F. ref .7 t. t � i f`1'; ' �:}S' �'1.}r"4r .i ltt '}i;:'+,., 7'v7•.iifi•Jdf•{fix�l.,•��++�i'J" i:;% '}•� .i r:1 r. rr Ir`; ! re "i � 'y' �r .2..J t't4 ` �i''1 t��rt�}b}Y31�•t ��r`!Yt��"/ a , dI(V( ,r t i1i dt r2lrrfG }Fj1�a,St.Srf,+� 4. t�� I�,•r r r., r, .,r �.»..r w......a..,.... ... .. ........ n,y, ..ai•ufMlRkPA"1< � l{}1�I biyt 5,. •; r ..•. .'r/r,ne..F rUJS•4. 9'.tNrv.,..-w..,....._. .. .. ....uw.. t .�t��J�� C AGrbzL itPi.N.RYMfM'.wt.�N•.s,ti+/M.,... ........ ....... .. ......., ti •� � .a }t It,t , WATER POLLUTION CONTROL FACILITY EXPANSION ' CITY OF JEFFERSON,MISSOURI r^� 3. Infill Area of Guards: Capable of withstanding a horizontal concentrated load of 2001b.f. (890 N) applied to 1 sq. ft. (0.09 sq. m) at any point in system, including 4 a ; .. ., _•:: panels, intermediate rails,balusters, or other elements composing inf-ill area. i t.it a. Load above need not be assumed to act concurrent) with loads on to rails P Y } in determining stress on guard. C. Thermal Movements: Provide handrails and railings that allow for thermal movements resulting from the following maximum change (range) in ambient and r surface temperatures by preventing buckling, opening of joints, overstressing of components, failure of connections, and other detrimental effects. Base engineering .� tPRh. I calculation on surface temperatures of materials due to both solar heat gain and 44 j nighttime-sky heat loss. xi�;°' tx'`r`''T' ' 1. Temperature Change (Range): 120 deg F (67 deg C), ambient; 180 deg F jj (100 deg C), material surfaces. D. Control of Corrosion: Prevent galvanic action and other forms of corrosion by insulating metals and other materials from direct contact with incompatible materials. 1.4 SUBMITTALS 'IdA. Product Data: For the following: 1. Manufacturers product lines of mechanically connected handrails and railings. +1 , 2. Grout,anchoring cement, and paint products. B. Shop Drawings: Show fabrication and installation of handrails and railings. Include plans, elevations, sections, component details, and attachments to other Work. 1. For installed handrails and railings indicated to comply with design loads, include ,ry; �f ,;•.;, the qualified professional engineer14 '' structural analysis data signed and sealed by responsible for their preparation. �u,rrg 4 k�GSa1,4Y:f,. 4 '�,r. r"it'ysSii7 4•'et viii".{ C. Product Test Reports: From a qualified testing agency indicating products comply v= with requirements, based on comprehensive testing of current roducts. :�, P g P3r µ,'f.a ASSURANCE 1.5 UAL ITY A. Professional Engineer Qualifications: A professional engineer who is legally qualified {Jyy t•,, to practice in jurisdiction where Project is located and who is experienced in providing , engineering services of the kind indicated. Engineering services are defined as those performed for installations of handrails and railings that are similar to those indicated ' ,. bts 1 for this Project in material, design, and extent. S' I 05521 - 2 PIPE AND TUBE RAILINGS �t C5-4199-00 '"Kirk RO —3/19/01 'A' `IFI l� .I�f• �n�Y ,.,,....,.., w�mwwart+F�nrraantar�� "F""""v•-�— p , x�m��'��i��f�ihltir�i3 +.. ti'><tiS- •ves^-,^^ r c t,t —»*nv«.mSrnaNat .9kuw "w""' ,' .i t ; � ,,ry ., �1iy. t +�,a r 1�yQ(, �. p.�`...J4iu��a''frt��•r.�.,i,,rt �t' 1. t ., . 4 t.Y 71 ft SJY� �'��F��y��' i.l•, - '( itSr .ti�'r�. +ti 'C"��+"� ��+Y�'ri;.J ,,s1{ t.}, tl•r ys t r. ',I'' r. 'T .i. .'}'s tJt , .r.,.r`i .�{.t.�:+1.r:Jtr 1' y6�ii�.'y'•i +1 i .»,++�i>'.'',;%x.sl..v;,e'}�{..t r+ +;r i .`. f t .i� t .r :.I., 1. } i`. .t ,7; 4S.u7':,°'�<{{v-'3�yt�71i 1}•y L,� t n � v s',r } fr r .:•,r .( r1` r{C ix:D.S'�1 6 ST•�� t��aj �., 3� Ss ,S� ti•}. y s ..t.,. ,C �+ ..S}, t S.. i r � js .�� , s. iF '' nr J•tr" � tt,��c §A F'f}t`a, 1 r 7, � s �•• t s q �{� �YFf k [){ 4Y . T.."•t 1 �)t 4 �;� } Sf'' Yi x � i4 "4) , J ., .-........ ..., .. ...,� .w..�.n,,...t,+:♦. rwrP !11•N^+dt... f!,xr...w.ti,....._._, .... i....,, iii f�',<} J::l)� F s +i rfl WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI k B. Source Limitations: Obtain each type of handrail and railing through one source from a single manufacturer. 1.6 STORAGE AND HANDLING >, t A. Store handrails and railings in a dry, well-ventilated, weathertight place. Protect against damage to finished surfaces. t 1.7 PROJECT CONDITIONS A. Field Measurements: Verify handrail and railing dimensions by field measurements S�`��''��h,:�T-�SC•�,��:, before fabrication and indicate measurements on Shop Drawings. Coordinate fabrication schedule with construction progress to avoid delaying the Work. - 1. Established Dimensions: Where field measurements cannot be made without de- laying the Work, establish dimensions and proceed with fabricating handrails and } ' i railings without field measurements. Coordinate construction to ensure that ac- E } hr a.•J tual dimensions correspond to established dimensions. 1.8 COORDINATION A. Coordinate installation of anchorages for handrails and railings. Furnish setting :;':��;.•;.; drawings, templates, and directions for installing anchorages including sleeves concrete inserts, anchor bolts, and items with integral anchors, that are to be embedded in concrete or masonry. r such items to t site i Deliver Project n time for installation. 1.9 SCHEDULING A. le installation Schedu n so handrails and railings are mounted only on completed walls. r1 � •` Do not support temporarily by any means that does not satisfy structural performance 1,,'tj .,t' requirements. }''Jy PART 2 PRODUCTS AI +F t 1 I 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, manufacturers offering s that product may be incorporated into the Work include, but are not limited to the following: ,:r,��•,�' . ,�'x,;r••:, , 1. Aluminum Pipe and Tube Railings: ;;:;°t* ",• a. Alumaguard. % r - b. Aluminum Tube Railings, Inc. C. Blum: Julius Blum& Co., Inc. CS-4199-00 05521 - 3 PIPE AND TUBE RAILINGS RO—3/19/01 i� '�; � ^t5^P. FtDhlfdi orry.?n tiug9tp u+7{"""'>"'' - ,•r.,,.,,,. �} �rs 4i,�st�l�#}{r i'+7 1-7 " �tU.l t x ..1,t'i i�� ;.:. � .,. .b � i�} .• . ': '. .eGxl.7reglYhrb3Mtpf."-4tYwkyx+u+•'+�. �^r�!o+rWn�t;tiv�rtrpcuncraupw,...a,n-..�Ti ,sr t�,' '.tir. 't } t i;t} xj• i'^ .i J i .��it�.�. t .! tf i r l�'y 'i �� }. .6,,,.1.. r ..t ,Yr l-. a•r}.`i�:3"),: ,Y sib 1 3�f„1. r ,r•JL. ��,1 � t� t :r i �� + S '} i Y iw r � �w7!k p .�;1jtl�.:e�,1`' ++,-.,k;p }-'••• + •F,j!'ta�h.t,0'i '+t 1.Y y?5 ? .x;, i .l J 1 ,'. • � '. 1 x� t' � 1, � j p\r. }t >•(:yi�+(�i ti�1�1.r< r.°MYCk�i ytt.¢':,N'} fa �,%'+;tl a'+! :fir r t �'t.t t t 5. r r. t } i � f � a fYd1 t' # y i{�y`eri�;r'';t,''gat lb� .�J •�t.i, B > „',v.. dal r.r 4j l+i. 1 � t ,! r`t� r4 rY� {: f3Y•3�`*; '•.n.t�v1�, `�'' t.��.•,..,,:3t7. .•ilo �'1.f)'�tl,(?1 I. � ,i, xt +. }��.r C t t t i. r :t:.ti,:1„�;:,v.,iir .',i`:�, 't• y, y`,i J � .y, n t ..�y Ll t ..;�.i+,u'r:13'i f„ :r r "� t ( 1. , ..;; r. l ::i:ar; .t,'.: ;fil,':�,y�,t�if•{t1,f 7.�,�•+: 2fk 6 r: N. fJ 4 tf t tti r t r �f i 2 +, ��• ., if ,#�` j Fr1 r `, r !..:IJl ., . '. r. .... . . .. ....,.,..<. • n.,x.t .R.. ><;n ri.,.,...,,..._.....,.._ ...... .. ...,_ wJe+;n 41 « !• !. tiff( rr a .�j s I = S"' W)A4+tAp.nntant:tu^ueicv.un.a......,. .,.. .,.w-nn.«.r'.r.+n«J,•:AIm,.,•r•,.•n r.:...,..,..: .. ..,.......,...... :': ' T c 3 i WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI /fir......! d. Moultrie Manufacturing Co. e. Sterling Railing I,a f Thompson Fabricating Company. g. Wagner: R& B Wagner, Inc. 2.2 METALSzx}`','ttr .,,:, ' A. General: Provide metal free from pitting, seam marks, roller marks, stains, discolorations, and other imperfections where exposed to view on finished units. B. Aluminum: Alloy and temper recommended by aluminum producer and finisher fo r type of use and finish indicated, and with not less than the strength and durability properties of alloy and temper designated below for each aluminum form required. 1. Extruded Structural Pipe and Tube: ASTM B 429, alloy 6063-T6. 2. Castings: ASTM B 26B 26M, alloy A356-T6. 3. Die and Hand Forgings: ASTM B247 (ASTM B247M) alloy 6061-T6, C. Brackets, Flanges, and Anchors: Cast or formed metal of same type of material and finish as supported rails, unless otherwise indicated. 2.3 WELDING MATERIALS,FASTENERS, AND ANCHORS ( •,. .,t yl;r y.T. A. Welding Electrodes and Filler Metal: Provide type and alloy of filler metal and electrodes as recommended by producer of metal to be welded and as required for color match, strength, and compatibility in fabricated items. '��'"�`` rK'4rr`t':nlfN B. Fasteners for Anchoring Handrails and Railings to Other Construction: Select fasteners of type, grade, and class required to produce connections suitable for anchoring handrails and railings to other types of construction indicated and capable of withstanding design loads. {. �'y`f ,11;3 C�'f,k;.��lf.a2Kl,(• . .`);� 1. For aluminum handrails and railings, use fasteners fabricated from Type 304 or MM Type 316 stainless steel. ? ��%` `��r`' � '1 'r� 4r 11 J i.;'i tp 1 q:;.k�� C. Fasteners for Interconnecting Handrail and Railing Components: Use fasteners ;, a ;j. fabricated from same basic metal as fastened metal, unless otherwise indicated. Do ! not use metals that are corrosive or incompatible with materials joined. . : � w t y4 1. Provide concealed fasteners for interconnecting handrail and railing components and for attaching them to other work, unless exposed fasteners are unavoidable or ' r + are the standard fastening method for handrails and railings indicated. 2. Provide Phillips flat-head machine screws for exposed fasteners, unless otherwise indicated. t �y 4jf� "1 C54199-00 05521 -4 PIPE AND TUBE RAILINGS RO—3/19/01 tip, y: r.•,,,.+"""-'i".f ,r,-J;,;f e., *. '+- ..,wNtY.,tyti•+IUlcxr6x'1.sJ,vurr,»,+r*:........- I -+..wc..w..n+Na:lhnNrr+7P�"°`.rw..-t .s:.nr r«;+{,'..'q z(�{?a.fj,�;t��T.•i. , ,,''`,. y t,�-r'r�'`�' �'+'f.fytr, .! { r ', I. i :{ t' S ! i j, . .F+. � fa�l:f{,.q�J,i�F14�•H i{ ,; .',-�� f.�4 atfy��M�rxi. ''`+}-'�,sr :4` ` < •i- .c:,, ! s .v ' a. ? ! }S-;iCf Ti }4 r/;i't `�1ra.�l th.fc�, ti (#r 4 S t 0 rtp „ •t r r r.ri a va 1 qq '� y r!V` r if t l r = T t r '+",+ 4 ,t N 5x• � r r ,'t g1y�•.k p `t,�' t.l S�" F ! .,. i .p `_ .F � r ! �?' s }r C +�1/��'f� t ` ,p n r _.y..« .. w a.,...,,..,. ,. ...............,,,•r .,r.. .ex ., ,,.,...,..... ......., .. ... .. .. an iu I:lYS/11�.t11#n\'+py:.ab++n.... ... ... ! /t @,. !'Sf 1. WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI 3' D. Anchors: Fabricated from corrosion-resistant materials with capability to sustain, without failure, a load equal to six times the load imposed when installed in unit j `J masonry and equal to four times the load imposed when installed in concrete, as ..,. determined by testing per ASTM E 488 conducted by a qualified independent testing agency. 2.4 PAINT A. Bituminous Paint: Cold-applied asphalt mastic complying with SSPC-Paint 12, (}tr4y ;ti except containing no asbestos fibers or cold-applied asphalt emulsion complying with ASTM D 1187. 2.5 GROUT AND ANCHORING CEMENT A. Erosion-Resistant Anchorin g Cement: Factory-packaged, nonshrink nonstainin g, hydraulic-controlled expansion cement formulation for mixing with water at Project site .to create pourable anchoring, patching, and grouting compound. Provide a; 1 formulation that is resistant to erosion from water exposure without needing protection by a sealer or waterproof coating and that is recommended by manufacturer for ,•,;' :`.'€,t`'1 ` '°, exterior use. 2.6 FABRICATION i A. General: Fabricate handrails and railings to comply with requirements indicated for ' ! design, dimensions, member sizes and spacing, details, finish, and anchorage, but notf' t } A.; less than that required to support structural loads. I. B. Assemble handrails and railings in the shop to greatest extent possible to minimize :n.gs field splicing and assembly. Disassemble units only as necessary for shipping and handling limitations. Clearly mark units for reassembly and coordinated installation. i' • �: Use connections that maintain structural value of joined pieces. C. Form changes in direction of railing members as follows: r,: l.'/' fats! 1. By bending. 2. By mitering and welding. ,. 3. By any method indicated above, applicable to change in direction involved. , I.! t' D. Form simple and compound curves by bending members in jigs to produce uniform "tk Vii;E ;.f;{-�t curvature for each repetitive configuration required; maintain cylindrical cross section z, ,t,i; ;,r{t "s + of member throughout entire bend without buckling, _'• g g, twisting, cracking, or otherwise deforming exposed surfaces of handrail and railing components. E. Welded Connections: Fabricate handrails and railings for connecting members by 77x�awV aF << ' 1111 hY3 r'1T ? {s -- welding. Coe components at perpendicular and skew connections to provide close '' C54199-00 05521 - 5 PIPE AND TUBE RAILINGS ;, t r R0—3/19/01 ; �'�.-q�� '•' i r xaa� f•r bill h,4aTPa^uafi'aHaaail'taw�cacwnww�+'�.*."^^,�..K �ea�a+� , '�;. .�,y $'n4� d,; �' � •} I r� � t5 1't i 4� t ! } i 'Jr ��'..4 ��pyt� w, :� ��. <' 1 .d l !° :t"� •.i 1 'F' ..�{/ t ri.j ��`f e f t{ F D.•,.y Z's�,",�. " n r,: rN4n.xn,Ma;ir6w,.»mw .,......: ...._._....._.. . ... ...,...... r...�^..t.e..�......,,._.,... ,:..,,..,,. .:,....,._.,... ,...:., .. .. .,.ea}t, ,rnt,.....,w ..............._. r , ....•w.«:emurJmY7Hit:fit, 4`�t p�. t Y;t c t �,• t� VV Z WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI fit, or use fittings designed for this purpose. Weld connections continuously to comply M.a.. with the following: ; 1. Use materials and methods that minimize distortion and develop strength and cor- rosion resistance of base metals. 2. Obtain fusion without undercut or overlap. 3. Remove flux immediately. r "' ��JY:,�,'s,a i rC541� •n 4. At exposed connections, finish exposed surfaces smooth and blended so no 2 roughness shows after finishing and welded surface matches contours of adjoining surfaces. ' }t F. Welded Connections for Aluminum Pipe: Fabricate pipe handrails and railings to interconnect members with concealed internal welds that eliminate surface grinding, using manufacturer's standard system of sleeve and socket fittings. G. Brackets, Flanges, Fittings, and Anchors: Provide wall brackets, flanges, miscellaneous fittings, and anchors to interconnect handrail and railing members to other work,unless otherwise indicated. �'_ ,• t r''.:;'.?. H. Provide inserts and other anchorage devices for connecting handrails and railings to concrete or masonry work. Fabricate anchorage devices capable of withstanding loads imposed by handrails and railings. Coordinate anchorage devices with supporting ., structure. t', ci.l ;'•'k`�q<t F'i,��:`.jftj`�,Ky:. x�. ; 'Y ! I. For railing posts set in concrete, provide preset sleeves of steel not less than 6 inches (150 mm) long with inside dimensions not less than 1/2 inch (12 mm) greater than t f outside dimensions of post, and steel plate forming bottom closure. J. Shear and punch metals cleanly and accurately. Remove burrs from exposed cut edges. r£x,, •. ,.,t7, • ;r. t. :7.1','YJ't:�ry',tLVf,�lti,9jt}•'yfiif K. Ease exposed edges to a radius of approximately 1/32 inch (1 mm), unless otherwise indicated. Form bent-metal corners to smallest radius possible without causing grain ,�s rk't tr4z `: separation or otherwise impairing the Work. L. Cut, reinforce, drill, and tap components, as indicated, to receive finish hardware, �y ; �, screws and similar items. M. Provide weep holes or another means to drain entrapped water in hollow sections of handrail and railing members that are exposed to exterior or to moisture from , condensation or other sources. N. Fabricate joints that will be exposed to weather in a watertight manner. O. Close exposed ends of handrail and railing members with prefabricated end fittings. f L C5-4199-00 05521 -6 PIPE AND TUBE RAILINGS RO—3/19/01 , all �.t � r.+e�r 1. P iw ""+w... R9(islflamxBlMGtUWa+11RrWFr."•.*f �r r"+^w.w+.+•!^�.'}J x9'{{ J 7' ;'"`�i:" "',^?. .7 F I "'"i" .{'"catrtvuwi 'few.'' .'Man• i t i j r' Vti{ }1,rxy! `�`', k1t sus V� 'iY }�� ri. .T� x''�> ''tt,. y�•4`X y7�t r `t, t . :+ •:, q `S! r r `v t j. � t .r r t ii' t)��yJ � k 7 }it M. t !t , ' yr r �� ! � }, ,. t• .�I.t 1� Tb 71 7 1�1. '� �� 7.% , 1� :,, Cr r r � r !1} rf J��f� ri�7��}�(�� ,�� rY P, !� , "ik• bot+nNd,.MiA4MMrghG4;Yw,r.1n tt ib..: ... e;+ t .., , ..r•ry+„++,r.+xt n at tAM 2,f R141N.'FV,Nm`we:.e. .....n,....,,. ... . «' WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI P. Provide wall returns at ends of wall-mounted handrails, unless otherwise indicated. •, , Close ends of returns, unless clearance between end of railing and wall is 1/4 inch (6 mm) or less. Q. Toe Boards: Where indicated, provide toe boards at railings around openings and at edge of open-sided floors and platforms. Fabricate to dimensions and details ;, indicated. 2.7 FINISHES, GENERAL , ,fit Qty A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal <,•'<� t4 Products” for recommendations for applying and designating finishes. B. Protect mechanical finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping. C. Appearance of Finished Work: Variations in appearance of abutting or adjacent x.f;`.;;, y{r: ,•' i 1111 pieces are acceptable if they are within one-half of the range of approved Samples• :;�`�%1s-; Noticeable variations in the same piece are not acceptable. Variations in appearance of other components are acceptable if they are within the range of approved Samples f and are assembled or installed to minimize contrast. � D. Provide exposed fasteners with finish matching appearance, including color and f) texture, of handrails and railings. T.,•i r�. f y� ,�,� ' 1 2.8 ALUMINUM FINISHES t4�s t A. Finsh designations prefixed by AA comply with system established by the Aluminum Association for designating aluminum finishes. 1 B. Class I, Clear Anodic Finish: AA-M12C22A41 (Mechanical Finish: nonspecular as fabricated; Chemical Finish: etched, medium matte; Anodic Coating: Architectural Class I, clear coating 0.018 mm or thicker) complying with AAMA 607.1. PART 3 - EXECUTION VL\'' �-:�jMa.��°�,;f 3.1 INSTALLATION, GENERAL A. Fit exposed connections together to form tight hairline joints. ��'�•�-��'�`�''' .' ' B. Perform cutting, drilling, and fitting required to install handrails and railings. Setgqr handrails and railings accurately in location, alignment, and elevation; measured from established lines and levels and free from rack. Cll �r�y Y�•'r.{f� C54199-00 05521 - 7 PIPE AND TUBE RAILINGS ; RO 3/19/01 ; �y1t '"`"'tT" BLS r,n,, yr,nW,e,.. r•f°....,..ww7iw+�•-'•`-' v3xafa✓tueu�+brti0utu+var*r E,.y.. �i :'�;;"t�;'k; 1' Z..? M•cr'1 tom"j_•, .F i f ". p" :t y 1: lx.: 'sr ,i,<� i dt J",fi ji� r,l�:•: ,C.l Y�:l �.}4�'�ytf l.. S. -,,,,t�{!r .)l d;. ar.'r ;ux ft „ i ', 1 , b,�,r!'t.�.f•.ti;�� {'";,, � i�� x ,,�. 'Qf ^': .f•C c -dl;1 �t '.y +,'}'• ' tdj':1 t ti. ,. .� .}. },:, ytt :�rJ''•,.r.. .,ih;?l>))i}.{,`,� �a,11'��'�1'tSz' 'i:.u.� �! t,(t{ A 3' �,��• ;i. .1 L :x' .;) �1 .'i ''•°-.',.. } i�1 .t.r;�A�^i•Qy � '.t r`3,,;.f.• fy. � ut ,�i•t} t� { l'r e"A+,t. �'. u• , 1 'i�•!:', s t t$ � r" ( }'' !' .b' �1� �, tid.1) �l"'�::.ri•�fi�}i.`!r.'�a.Y.� ��a kt 1 •�7V vL t q,bL' ,Lr q'y',ill�..i„il<`'�ti..,,. R ..,• f 1 � A n.'§{:�`.A,J`j,'., y t.l„ i'�'-�lt�yr i,� r �. '•j�;?;ra :,, h7; :,'?...;.,:� L' „z.. `:j:�;a; rt. vl•i ',' . i (� , ),i. ^.i .i,.. .1'.1:•:� r�f,;�Yt,"...d.e..v L•1:`s�fr ,'.;.,',r , .t .I�.c�# ..�. �. 7 ,S' .9� Y %( o- ..r � t 'L '� .s. ,. �1. ..r.°'t' ri 'f 1.U(•. :,}. .f+ t„ t f. t f'•. l s i:': C ! ,r U•K� 1 f. Z v s b( 4 t- ,i°3Pxkt�lltw rtr.,we�+....•....�.........iv .�F +'. _..:,.,....`:,I�tetMNrti.lt{r f`''f FM Y�i'i4"�V .twnNr3iWV�++w,>•±•f.srci+.+n+vn.+.,..:_,.�... .. ... .........., ,{ LJI WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI 1. Do not weld, cut, or abrade surfaces of handrail and railing components that have been coated or finished after fabrication and that are intended for field connection i by mechanical or other means without further cutting or fitting. 2. Set posts plumb within a tolerance of 1/16 inch in 3 feet(2 mm hi 1 m). �5t 3. Align rails so variations from level for horizontal members and from parallel with rake of steps and ramps for sloping members do not exceed 1/4 inch in 12 feet (5 mm in 3 m). xr�5 a fiu C. Corrosion Protection: Coat concealed stu-'aces of aluminum that will be in contact a��cttn4Li..re with grout, concrete, masonry, wood, or dissimilar metals with a heavy coat of .v3 bituminous paint. ' D. Adjust handrails K;-�_ A9 ::. j and railings before anchoring to ensure matching alignment at � ''' abutting joints. Space posts at interval indicated but not less than that required by structural loads. v 1i E. Fastening to In-Place Construction: Use anchorage devices and fasteners where necessary for securing handrails and railings and for properly transferring loads to in- place construction. "`��` ' i.1�Yr:t s)w:, 3.2 RAILING CONNECTIONS =��:� -•�'� L' A. Welded Connections: Use fully welded joints for permanently connecting railing components. Comply with requirements for welded connections in "Fabrication" Article whether welding is performed in the shop or in the field. t'Yf�� K;#��w� • 3.3 ANCHORING POSTS ' A. Form or core-drill holes not less than 5 inches (125 mm) deep and 3/4 inch (20 mm) � , = larger than OD of post for installing posts in concrete. Clean holes of loose material, :i insert posts, and fill annular space between post and concrete with the following ,. y.,ri s anchoring aterial mixed and laced to comply with anchoring material "fl` {}112"p -' g P P Y g y E`1. } � t , manufacturer's written instructions: 3•. r 1. Nonshrink, nonmetallic grout or anchoring cement. `. t B. Cover anchorage joint with flange of same metal as post, attached to post as follows: 1. Welded to post after placing anchoring material. f°° ,R C. Leave anchorage joint exposed; wipe off surplus anchoring material; and leave 1/8- y{., inch (3-mm build-up, sloped away from post. D. Anchor posts to metal surfaces with oval flanges, angle type, or floor type as required by conditions, connected to posts and to metal supporting members as follows: ' ? C54199-00 05521 - 8 PIPE AND TUBE RAILINGS RO—3/19/01 5;} ?` 'xF�°y� •�5` ' i rit1 x1.+* "'+s�paarMC'Mf. t + ;,z' S .'mw,.,as..w+.nn9!xrwwans+vuw+ronw«wu•t+}+—.zr. it,jP.i F..�1 .;,I,,e.^t'{ Fr•ma,� s f tl�; •�1\,''s,,��ry�a l�r r"t,��ih,.i.,:�' `'+ �:1, �.Y �t } .� j y i v y r.;, 1, t r.y.F+ )�'�' t�,f.�, �?57inv1�r�w'��,�p�'r .•� •}t'je.ifJn,t� l�''t �k, r�} �r r .f,,S(,. + r t t''Ft•, t '.i a. 1 i 7' .r ..e ,�'}})r r 4, ,tx' ry :,�r C / r •:}yti✓��,+4u��f�"I�ft,r..,:StJ.,'i�i^V7., •''• j�e. tt. 1. } t t r! 5r4 e' r �r ,+�: ' ) :.t, j '1 i; r.t;� Jtkj¢r.a.� ¢ti3�•i�t'''N.rr1-t' i j+3''�� rN'd �`�i;t;'C t'i .} t i 5 ;✓' f .1`' }. � .t ; t ..+. t f.' .rC 4 asp`r l h s ilJ'i S,y V� b • J {`'.5`vY:vr'.'�.�I`l ��`1Fit✓f{tVZ1( '��I .1�' YS'l � .:t i l{ -.U., tai .Jft. k f3 {I Y , {{ k , + +{. 5 tt �+"r.,+{. f t F < t t•h a a f ', i ';e t t} r 1 .�$'�`�,� a�Yt°}kr{�y�'�Y� S .S ,� vi), SJ =tr , n � , t•;it r .,: , .. , � .. :'; .rf�' �.r � .:jjt-c :k ��}S�i v;� ...�tK..1..,�.SS,rrai+MwK»tr)itth�ar'arNriturarwe.�,•,.�,..u.,..u. .... . ' ,........v.:v:v,,.a , +.,:.•,,. >•.., Y ........._.. .'.. .. _. ....».,.,,..ec•�n'a'±,nm'vi„t*`•t+ti+actwNUNa�t ,.k h i.a(.s.-sti :P(��r� r�?,.. 7 ^ WATER POLLUTION CONTROL FACILITY ENPANSION CITY OF JEFFERSON,MISSOURI 1. For aluminum pipe railings, attach posts as indicated using fittings designed and engineered for this purpose. t I'd 3.4 ANCHORING RAILING ENDS A. Anchor railing ends into concrete and masonry with round flanges connected to railings ,: „, k ends and anchored into wall construction with postinstalled anchors and bolts. 1 B. Anchor railing ends to metal surfaces with flanges bolted to metal surfaces. .,:.` '. i 1. Weld flanges to railing ends. Tiw �'f{-» 3.5 ATTACHING HANDRAILS TO WALLS A. Attach handrails to wall with wall brackets. Provide bracket with 1-1/2-inch (38-mm) i clearance from inside face of handrail and finished wall surface. 4 3!q I ` B. Locate brackets as indicated or, if not indicated, at spacing required to support ! structural loads. C. Secure wall brackets to building construction as follows: 1. For concrete and solid masonry anchorage, use drilled-in expansion shields and hanger or lag bolts. 2. For hollow masonry anchorage, use toggle bolts. ?fir �;.•,�„f,� 3.6 CLEANING A. Clean aluminum and stainless steel by washing thoroughly with clean water and soap I and rinsing with clean water. 3.7 PROTECTION A. Protect finishes of handrails and railings from damage during construction period withx temporary protective coverings approved by railing manufacturer. Remove protective covcrings at the time of Substantial Completion. B. Restore finishes damaged during installation and construction period so no evidence '. ;;- remains of correction work. Return items that cannot be refinished in the field to the shop; make required alterations and refinish entire unit, or provide new units. aE + 1 END OF SECTIO �''�4'`' {� N 05521 C54199-00 05521 -9 PIPE AND TUBE RAILINGS 41 RO—3/19/01 CCU �� r K, sizi, a, J� Y .?ty,'•E"' aFrriarwwlr�w.�.(ws!�1..«, :.. '"y!apkVZR9, .'!rfn”: {.. n It (: `^t�:!!'!,MNW1WIli1'F'.{d9A •,T•;�-• t .ic3:r'! �i+4�lrit'k v' 1'�r""rmnma,n. ''ywY!!!'”;^'•.'..s 'r...--{� <•"5��” a:{'(9�';�a 1.�i,!;.°� ..:j J� 54 S,•;.�{t J ..>+:r r••r,a'eo-^:.t �;. .? ,� r<.. ,7,1 '� '.� �' � ..V ,F, fr:.i,: � , :a(/ Sr' t n. �f .4 i.t,l.r.,;.. ,,ti U r t '.YJ,xt� 1,•a.t,.;r;;,ie':,�!.1}1fr c,},c:;tT. .h r, ��i i �J'y';;',,.1 a'",r i }.j:ca-y .'�r<..�,. 'f'�'•F, y t .t '.lct .i ti;:.'r" '"t{J ,, l;a•r r jt:.' j, tr J 1 t. �� t �;1. :}A't;ty�,yra:,h•:s 4F;�rx,t �.„• i�,�k.), � ,tr,> .a•J,? SJd.}�• `fi t :v::'.t, + 1, Z Itc. }.:�+ 'z-t .tt. ,t�!!' J tt r;= .'t .,},, v ,k.. �•ti ;+;, f�,: •r •n'r ,,tr,, aS�; qpt z + < yt '' r,i. .R,r�:t(;',.1J;i"� tr t. ^t' .�k�r;q .i�$,1t� .;�;>� ,G;l+ Y� y w.,r;: .r+ti}., r1 .,s i: rf. t. ,SF'., tA' tl {; c: ,., 1,.. :.�, �,i'-i., �4 .1 •;thl „�:':,a. Jr, S:( � rPt�r,.,.i LCD+:A .i�,r ,r.: xf, v' .`r t s t j ''i' .j}�r: t• .J t� ,f;!'`;.}J 1,t r is •a, �' 0- .t.✓ .l.{. :a.i ly,.,'47`":GS p .r .r t tr, ..+ 1f,,.ry. ! .t t r,, ..y,;% :,i' +3 A `{ '3•:r..53rf 2 (i�°z(44 ) tr ''." 7. r.S.3 r�St'�r.. j, „'•,.i. 'i' ,i rt} { r. ..r},ii� .:a•tt',?;::riii"ir`.:` .,b`(r;s..,Z ,)�;,.;+^•+k4. ',} tiy�,, 1 Tp,+" +'t1 ;�,t�'�S��{{�i :�s'f.. .,�,Nlx Y:'i tt t•3L:t„f.\ .p 1+}* 'i .s.r: 3# :r F� .i .r ,j�: J k `., 'j. 'a t..15 p.:}�?�t�;,�S.�`i{�� w:4;p&`,Se74G ty ,�'�"�.;�:.�t�, �`'q r.fj 5j3;,* :�: ,,?r J � .''iy, i.�. S �,.1,; .if J: .r 1 n F�j,,'ti!'3.. ��/'lr Y TL".' >.IS a'i, tt..• 1 �,,� S,:�t'e�:¢, nti,l,,� i"�'rA ;,:1ti 171•. 1:,' r ,;tr ( ,t,..r\ ?h !.. t s i._{,.S ,t.' r t .i a.{ ;T ,Ttt.i }. �+ :.•.�.,1;`.;..� C5 .#:"r"zt':•i�1'tu,�x"p••rit a y;`,, �.+�<�t�,, �¢ �!#1 F'f.,.�.,ii 4Yt^' J 4.. 0 i y F s , . , ,r ,:.1, h . ti t r,•r.i a,i. f �: ,iJ,t(i t 4'rt} ,Q,. »�^�.'t.•,ymR' -zs..J,.+;�,.: 1 J..., •i.�'�� x'3.1 :J;.:(+y. 3."i' 1 .f +� � ,: .f',....� IJ.t}f' .15 :� .!^ SSt Y'c .�'�'V F(,,,14�tE ,y. '. i 1 r. rti Y'x.q�r�i t�,'xit�jS ''7i,.•i'I!': y / t''•jt tlt ir3 n;�^ t "1 + !� •r ,,.' # ,, j i t t'r?,)`ii' f'A�'t la B:cV�,'r•y'��x. ttd�j tt'! ; 'i,.e..e....a.,.a..,.t;t�4we�a'"I,.ialYS;h•Wr4r7v+sstawna ro a.,.,......... ...<..,,,,.4 w,..•.n:q. rKtYw:l„r:d�#nsas,..e,...-....„....... ......,, .. , ,. ,. ._...,....,,««�.,r.sa..+e/naarH.rt+^ryNn»s4rF.fX»f}1-/dttr,ibnw,,,.r.....il:;�,e.�1,.+.(7.t�..t! �r t't.'yj�.�l� �t�{�,f�'+� WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI +-t t •u,. �. 1 :� at .. SECTION 05530 - GRATINGS PART 1 - GENERAL 1.1 RELATED DOCUMENTS a A. Drawings and general provisions of the Contract, including General and )FhZrt Sa Supplementary Conditions and Division 1 Specification Sections, apply to this i Section. ,a, 1.2 SUMMARY A. This Section includes the following: f: 1. Metal bar gratings. r 2. Metal frames and supports for gratings. B. Related Sections include the following: ` 1. Division 5 Section Metal Stairs for steel-framed stairs with grating treads. SK ¢ 2. Division 5 Section"Pipe and Tube Railings 11 for metal pipe and tube handrails I "' 1 and railings. � rw�` ' N' z' 1.3 PERFORMANCE REQUIREMENTS A. Structural Performance: Provide gratings capable of withstanding the following AZ �,t;•`' structural loads without exceeding the allowable design working stress of the materials ' involved, including anchors and connections: 1. Floors: Capable of withstanding a uniform load of 250 lbf/sq. ft. or a concentrated load of 3000 lbf whichever produces the greater stress. 2. Walkways and Elevated Platforms Used as Exits: Capable of withstanding a ,>zrn+��•��'�alt 2}''4 1, uniform load of 100 lbf/sq. ft. or a concentrated load of 300 lbf on an area of 4 sq. `T!j.f ..`� in. whichever p roduces the greater stress. Limit deflection to L/360 or 1/4 inch 04 whichever is less. � �;'h ;> ? �¢•lit')r' ` 1.4 SUBMITTALS 'g ' 4 A. Product Data: For the following: �' }rz rC Z•t {< 1. Clips and anchorage devices for gratings. •�if I.i rI}.S.i'lr�I'. Ai ��r 1• 2. Paint products. Vii' A� B. Shop Drawings: Show fabrication and installation details for gratings. Include plans, elevations, sections, and details of connections. Show anchorage and accessory items. ;'�n:; ,th;..r irib z:,.sin Provide templates for anchors and bolts specified for installation under other Sections. �`f"'; x t 1 '45•;1' :f;' C54199-00 05530 - 1 GRATINGS sz RO—3/19/01 " g m� `.*,..”">,�,:`•,t x'{-.{'t M w.sI"t;+'x t..",'..`..°'�K.,k''.r,',,,,,:t,t ',!1:}>♦1/p11!M}w' -+:`{r^'.'KTf'a'-t't.t.�+.t t1,t f 1 s 7s'' '^.,ernOpm(a?wrp+,•IC.?•+v!w^eHtM':n at e^..,.m,,z}^;r},.``,•a,. ,:t...,fl:(., _t"'t:,;F',>^`:w.t'..L.."r"�W y'r"1h;M.,+.i.,..,'.i".i,l•..^."y:.'�.,".,.'c",'S;i•#�.,l,.;'r s ttt4n?•4"`,Rs'.^:t:"M f.t,.5^•.i.,L��, y1 :•S,. 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S',! n..,��.it .1�,/„+;,+f!„ 'y �: f. 4, .,�:!t � 'V �1,, t ; �. ,,. 7 r)a } g,�'� .'1 1} S�'),+� .i�, pL`, `# '�, t ;,ix��'t�y4D. =r f r,t, (r;' '.r i i T. `t y. s i ?r*, 1 h s..• ,,tt .tf(,ati j. �'r tnF y,Y;L,� �{��• N�d�Y-�t,).7�1 {�' it•,! ,1-Y^:,15:'r,°,S;;�;sx�'"x•} +4 r,:ra, . 1.\ �'; r �` t 1 I. ..r �t. t,'f•'t'i'. J...1; ,.?,,.j A..s,1,. ^i j'3. }.r .�,td „y-y ,�}}%''./�}L, ,:vcr.'> .t.r.,$..y�. ,.� 1,.. M LI'..rJ 'v:S:. /. ,'� r r;i;L ,•3. ,r!'t'." nA,, �)!<,,.,..1,\,xl•�, ,rr +ru y'd.ve..A;. ,, 'wan'0et',q 7 .1�, '6�' a. .{r; r w !E ,t• ,� .it9 ,:: t ,�1, 4 �;?'r«.i ,r„. ,,y4^ts.i. t;:? ,F;rf.�},d t�y.y .1 y.,,!`^`,:t. ,a„r -k., f s >,, :t� „chi. t: p;, i. -i c;t! if !: ,.r+ s i;i�<: .,t�'r .r. .t`t� •!; t,.: 8. .r�. #•,.tt 'zr •S �.s!, ka :f 7 ,7te �' .;S '?, at.. :,1.,t, �✓, ! C`�' "f' (srl�."' e.,;,:^�,:ri'rr ,d,t,,.'1.,_r~•p{',nt'^G ,�c.. :�+ t d)1,, a.vu P 7 Stl.' - 1,. ..,},,, 9 ..i fir- j. •y �+'i:}. i 'n +�.`d .� 'r„ ^.x "r':'r'f ...t' ). :�^. .fit y.t,.. f :.7.,.�(•s 1,,,+1" •1;ri?t+ .,L',* •.1`+{S{}}Tj�{.ti yyyy''t� 1.5 s yy i. §1� r41F•�t. ( i( hr�.i f •� ,, ' .. ,' r ! ,•5 t ir. { fl4 tir ((�J I( y'11��j!y Y!'t�C ....�� l41" .,Z(��':"ii} t 1+lair'iMr�1wA.4.�wWran}Vaxrw.,........._ , »,«r.....,.a.^V, I. 1• 4•. a a ,.., n.. . . �.� �t t��:,�i��•�� {CS��1 �11 ^�Jrd)�. ^ . ..... ... .. .,.,.,.... .. ....»..,,.wrm.w^�lf,wYV rViyUh4,wr. r<r✓..w.«.. ...w........ .). :...:.;rLrMNKNiE)/1�f �+�i ff) to ` •,� �� §tr l� M��„ WATER POLLUTION CONTROL FACILITY EXPANSION ; CITY OF JEFFERSON,MISSOURI ! J'- 1. For installed products indicated to comply with design loads, include structural analysis data signed and scaled by the qualified professional engineer responsible ' for their preparation. C. Mill Certificates: Signed by manufacturers of stainless-steel sheet certifying that products fu furnished c omply with requirements. '. D. Welding Certificates: Copies of certificates for welding procedures and persomiel. � E. Qualification Data: For firms and persons specified in "Quality Assurance" Article to demonstrate their capabilities and experience. Include lists of completed projects with project names and addresses, names and addresses of architects/engineers and owners, and other information specified. y �f `tLyr I 1.5 QUALITY ASSURANCE r t� tyt f A. Professional Engineer Qualifications: A professional engineer who is legally qualified to practice in jurisdiction where Project is located and who is experienced in providin "'' f' engineering services of the kind indicated. Engineering services are defined as those g P4ya+;`.�§'t,'fd Fist ,�• performed for installations of gratings that are similar to those indicated for this esa fff°, Project in material, design, and extent. f ; 4X B. Fabricator Qualifications: A firm experienced in producing gratings similar to those indicated for this Project and with a record of successful in-service erformance asp,., well as sufficient production capacity to produce required units. C. Metal Bar Grating Standards: Comply with applicable requirements of the following: =k, 1 ��y�Y�d I. �i"t'•�SlT1 Non-Heavy-Duty Metal Bar Gratings: Comply with NAAMM MBG 531, Metal Bar Grating Manual for Steel, Stainless Steel, and Aluminum Gratings and Stair Treads." g 2. Heavy-Duty Metal B vy ty Bar Gratings: Comply with NAAMM MBG 532, Heavy- � ��;�� I Duty Metal Bar Grating Manual. D. Welding: Qualify procedures and personnel according to the following: ` s,^ I 1. AW "Structural Welding Code--Aluminum." 2. Certify that each welder has satisfactorily passed AWS qualification tests fora•. ° welding processes involved and, if pertinent, has undergone recertification. �r t>S,r 1.6 PROJECT CONDITIONS rf '' A. Field Measurements: Where gratings are indicated to fit to other construction verify dimensions of other construction by field measurements before fabrication and jindicate measurements on Shop Drawings. Coordinate fabrication schedule with . ` 4,j construction progress to avoid delaying the Work. ' rig �• w� C54199-00 05530 - 2 GRATINGS t{ i RO—3/19/01 ;R? ."75? , f'; ':..:r} tS?i`n?"�r,':tT.;":�l'.'Yt,.,..r^<w•.m.uyaFnw4uuy;gAlttti*!tna�wrrw.,rr...rr..,.. - _ �� ti's k;�ryw�lL�r 'St} ,,r.•tt'Yj((T�''�� `r,�5$ci..11�IFF t H + 4 I ;,f �.t I f .,yr f ). 11c rt a 13• F bG .r,`t,;t1,t ..c .=t t ZEr,I•�•t t� 'y�.,t9 .,^c•+ r J iff 3 § �. I ti l 17 s( r1., t,,sr .,, (% .�, t:••ft 7 l s,Y �73�17� .I r}. �r t l >:lF r4 !fit tf{i� j' 4 i •it tY�Y.lrnt(') £k i{ r y 4t; r 4G n a 1i r rt'. `ti •r i �� t.y i,>`"•.� j.j y1f a.. ,S:r'ys i f 2 •1 t + f i Ys .t 1. 1 t+!) A 'S e2 L1Jr, `Sl `��'}yslt t t( ;J t � .r i '�,'l! , ` " `� � `f1 y', )J�, ` .tr�;(.} i Ss�l�it(t�f,��+t��4! •'# 5 { t , .i' , . . • 'Y• r4 � .i)� rl C��il?'A '� �n! f � `� r s { ..t^,t•, ,,A. 1.Ett ,llt,: { f')J, E. .} t r;r 2�sYv;t°f�l;,•.}h,4rrir:•�. r' k6"4,,tt., y�lttt�•�yi "'', j. � ,,:,,•.�}3��,., i .7,.r.j�;� .} f f 'a.!';, S' { ` i }' ! +t'r 1, >� 1.l Rit'�' UFt*q.�h qir yyrjh;a':t'}F '� r' t L 'r q t{•t r; � /,s�,,rS{'�j 1`�f(�•43.;.. x }t sw��i..u�}'rSw•W!tilnMx7 '!NMI^F+%f4tidnhi•.,ezvY,rk»..,:..:. ,......'.w,.,..,n+eV+n+.}.rs,Y4,�^«{k t�/a.. ar,r .. r •lam' k�r ..Y t�J+ 017kn'tt; ' t { �• s t( 1 t �t ......: trw;.a...... .1..'. ..' iw.,.,rro.,urcrtM:tMrKdMtb(t•MM•+{7{-rA»x.. l ti'l.t,ttr 2'd41°C'y#'" :,^/� ;"� 1+}t v ri•'r } WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI 1. Established Dimensions: Where field measurements cannot be made without delaying the Work, establish dimensions and proceed with fabricating gratings without field measurements. Coordinate construction to ensure that actual dimensions correspond to established dimensions. Allow for trimming and S ° .. .. fitting. , 1.7 COORDINATION A. Coordinate installation of anchora es for gratings g g g , grating frames, and supports. �; r13i,''..;. h s'j�ZiY S,! Furnish setting drawings, templates, and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and items with integral anchors that are to be �� ✓;;w embedded in concrete or masonry. Deliver such items to Project site in time for 'S�*�, � -�``<�`•t installation. r4,'N 1 PART 2 -PRODUCTS ''`� k MANUFACTURERS ti•� �.tN�!`a}�'\Iii -..�•,t'••;. A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited `` �� to the following: < .�i!§ ' • 4 G','ktFNj;'�°iir:•::f. Metal Bar Gratings: Metal Industries Corp. } •q t �;:`y. a. Alabama b. All �`�� American Grating, Inc. ' c. Barnett/Bates Corp. a.l d. Harris Ste el Ltd.; Fisher& Ludl ow Div. IKG Borden. f. Klemp Corp. "•'` �"Jk`�L`ilTm�tl��i{-;.> g. Ohio Gratings, Inc. , h. Seidelhuber Metal Products, Inc. Tru-Weld Grating, Inc. 2.2 ALUMINUM '� Fru kilt{��t�.e�•:xrA�;,; ;�:: A. Extruded Bars and Shapes: A follows: STM B 221 alloys as '"��`� '•'034'`"•` `' alto a zf lr 4 3-T6 forbearing -� 1. 6061-T6 or 606 , g bars of gratings and shapes. 2. 6061-T1, for ratin crossbars. r`•� Yrr. g g 31�d�,�`i!^`7��`7•'{ ,� .,� B. Aluminum Rivets: ASTM B 3168 316M alloy 6053-T4 or 6061-T6. X.r> C. Aluminum Sheet: ASTM B alloy 5052-H32. JK'� alt,3'tl;u ' C5-4199-00 05530 - 3 GRATINGS RO—3/19/01 •4? . • ( 1J "'•^..ry!w�cyfcf N>r1}wpt�twcyrr�wlS w+i!^.t.+'.^",r,•r�.,-x..�..i T,- •.,,, „y,.w '}'r�iF•. „L F a�i'.;''v: :< .J'r t .4 dt.r. ,ir ;�1, i +,'r sJn.-r tt < t .q" .— r .Si,'""F ? tl� '•3t: 'S Y,sI }^{ t r v {t .s 1 f.i ti U rL } rt i "k+`(.1 :. .rwt VIA " Ir 1.� t ;t' } ,s.. tr .x ,t 1 t .:•rr ,I:a. .' S�, 1, ; r 4 :t 4? 1 ,!. :{' S .),s't } i 7 ./ ^7 .{,t�f� �11.r r%'$�1 r,rY�f�` 3„ }�. (• c;?t.U..,r:' ,r1 ti .t�',?;,r?•7:,.u. ,�'''1� Y >ti•k :,-,i>.t .l:�v �:,rY:_t; .t<!,t +' _ 1 •.t ,!� .�;}r. S'..�.,, J� �+: ° $i, hu).,t.ra tc H ar'r" ,•p,;t� e•i^.^,,.^t;�'f. .r. ,?� :',b,:^a,is•-r,..•.�+ ,Y:::�::'...., .t.,, .44.e+Y;,i,.. 's .n! r ':I,•+ ,r,�` - .It ,s .x,l.•„ r,S,"t�} t4 t r 'e;t`..tx. [[*��* 1. .M r :J.ry .�` .t:^...A r}.a •ti ,i.1.. t.r .,{ ..f Y ) I 1 3. 7 '.f..t 'Z•s 1,1 Jai(' ,(,,�;y'" ..'�;:'., a:r1;,., .,t,tSr,L .r F'J w` t, �+, .} ,• o' E.,;t„l. „r ,..,;•' ,-t; 3' ..+ .s ,.;,, .Y, itS Y ,x t. i,•,ix;,`. ,k;N,^iY- ; .�A. ad.».t , .t ,4 IN fi.r .L. .4`� "�uJ' F r� 'f• ,S, + S"•"' Yra„•{..S+i2;l+.•t, .1. f t ':i'J. y„a;?'d;” v t.rt. ,I, �,:.. }. P ,,�� ; 'hF- c".��.,y i;.;ra ..i. ;t:l ,t•: {' ..t` t r, f rii�' Jr. '�ar:,Y.gqS•lP�,.>-y'L i 1.,n,i: .rf•i,i: °> st„ 'J .4 .1b' ie 1.0 },`r '6 w ; :kt• .c eit..;'rJ' .y- .1•=@ •i�"a,, It .f1J..'• n,7.yi,e ., f f ':.,t!l'"�. , ..,,'•;{i *.�' :.'.:�::}.T' ,;'h,Yi`' t a Y: }, 1 ! i. r ,.n,i'd,^, ,sk,. A.C;fCZ. r, .2 .p...,., ,r t-r ,..,r n 1•i. Y 4+ >.� .u5 1 K.'f. '.L.;. ! 1A' 31)�: .(,t.hr 1 a' _ .1 t?` :'. rtt!� ,+ ,..y.. 1 f , �,W'Y...,}jl'1 l.g¢J t,1+ 49• � {,'tktYt . ,<yT .{,Jl''.'j -;'/..F�{{}}rt'(i: ,.it ,t 4'E k. J kr"y3,: ':4)^'„r .''»., ,f,r:,f i ..i,t l t 1 .,11. I. 1 ,,1 ;{. .ry.' .i�ij.tt', t': J.. .aL� S t M.'t.�i.'s:.3•l Y .�.''«"',y.^,"it i�J "f+.;�. t:r "['.Z-t" '�'7''' n- F aj!`. :i� 1 i3 G.' i }} r: „I w,'-;+ .1 Y r.3s.l,�S'. to?r,+,,.«tr,'t;`" +°r.( �tW:.1..'�iy !r r �d'T 't � `� %�. S�f;'1�t'r,; Y'`, �: :rt,, e(}a 1' .•, .xF.t,, '?�..z rt}. .s �.r ^,.gin;1t,�' :•r., .t � t:;.�l#(r df 1' �•<<.: }i.tfi r,..[),,7�'..r�`�: "� � r.l' !, Jl" :{., =.µ,: 17++e',r.+ .� .c r: ), .r. t' t. _I,. 5j,': i,la•,r il•�'+an``Pa .�1�nr il:h,•.ts.'r:u f"ty,�n' j.l .: � "g+lrt.'�••:t.4., �f'S j,s a 'f '.lti ,'�'.t't t t: ;}}'y,.....;/?`!..' t{�,,, >.;�%t. �. .xS. .f r4 ;S.cS. :1:. ..c .v r.r, r. :1.t t, } y �. i4; r�:•}trl 1. Yh iJ�Ax: 1',lrlt r1'Y}g},}t::i• 1� l i .1..t. .�,', rt•lx:..'v t.• i !^."d: k/�'•'ST,'i.iTR:7-ta.)I'.,at .t#: S' 'Y rs .., '' •,.,'. .. . ..., ,, .. 7 t, .', r r 1�; f�� € i xtt.t.it G'. Vpl . Ypt ' z7'»'Ir• +{ a t .. ! t t, . ti9§ t�[jz�Frc`��,�T�sJ.: � t` Sr�t t b+rrr k ' I 5 � r bra s iit,fFr `t iI'`•�},s �til�r�,<t S,'4i�'" r�^lv'``ri1 � r' t:.t'. ' fM'tlkr.U,.cJyxPhJ+rA ,ww.: ,:.......+rr,•wrgrn � .,,,1"'iY,..., .., �,;,., r,w. -n... ,. .. ......... .....o-r .. ............ , ,F a ..ru..l.w.rhMlnite6 \7.�;..5/ {lr1 t r r rs WATER POLLUTION CONTROL FACILITY EXPANSION ' CITY OF JEFFERSON, MISSOURI 2.3 PAINT A. Bituminous Paint: Cold-applied asphalt mastic com lying with SSPC-Paint 12 t PP P P Y• g except containing no asbestos fibers, or cold-applied asphalt emulsion complying with ASTM D 1187. 2.4 FASTENERS A. General: Provide Type 304 or 316 stainless-steel fasteners for exterior use and zinc- plated fasteners with coating complying with ASTM B 633, Class Fe/Zn 5, where 1 built into exterior walls. Select fasteners for type, grade, and class required. I B. Fasteners for Aluminum Gratings: Provide fasteners of aluminum, nonmagnetic stainless steel, zinc-plated steel, or other material warranted by the manufacturer to be compatible with aluminum gratings and other components. 2.5 FABRICATION ;` ' ' is 1 ,,yi t, A. Shop Assembly: Fabricate grating sections in shop to greatest extent possible to minimize field splicing and assembly. Disassemble units only as necessary for ^; i shipping and handling limitations. Use connections that maintain structural value of joined pieces. Clearly mark units for reassembly and coordinated installation. l- B. Form from materials of size, thickness, and shapes indicated, but not less than that V{ ' 4fik:;' '{,' & Y ' ;., needed to support indicated loads. C. Shear and punch metals cleanly and cc a wately. Remove burrs, d: , sal ti1`i4� r e{d''IVPA' it D. Ease exposed edges to a radius of approximately 1/32 inch unless otherwise indicated. E. Fit exposed connections accurately together to form hairline joints. 2'�`. F. Welding: Comply with AWS recommendations and the following. 1. Use materials and methods that minimize distortion and develop strength and corrosion resistance of base metals. . 2. Obtain fusion without undercut or overlap. 'j 3. Remove welding flux immediately. t r, G. Provide for anchorage of type indicated; coordinate with supporting structure. F; Fabricate and space anchoring devices to secure gratings, frames, and supports rigidly .i in place and to support indicated loads. 1. Fabricate toeplates to fit grating units and weld to units in shop, unless otherwise ' r indicated. .7 # 2. Toeplate Height: 4 inches unless otherwise indicated. " C54199-00 05530 -4 GRATINGS ,Y RO—3/19/01 •.^'�t.?'nM!7tMl Wnlf>'rrt54?Yxp;6pyipti 'RlirwMHaernw.••^t' t,.r•,.r•,rr,,.i,'z°'f"'; i<..,, S .t 4 .r�'tfu{Pty � ! :.+w.,A r.,*t.ifkvS+.uw.rr<fwn-heef wu,.,,„... ..:.�.. _. _ , ,. .: .✓ .. z o.,. ' ., , . , , � t } 37' ` WATER POLLUTION CONTROL FACILITY EXPANSION t CITY OF JEFFERSON,MISSOURI • r,j 2.6 METAL BAR GRATINGS A. Fabricate pressure-locked,rectangular bar aluminum gratings as follows: v.,M1+ _ f { ."7 1. Grating Mark P-19-4 (2 x 3/16) ALUMINUM. 2-by-3/16-inch bearing bars at 1- 3/16 inches o.c., and crossbars at 4 inches o.c. w,.r B. Traffic Surface for Aluminum Bar Gratings: As follows: r: 1. Class I, clear, anodized finish. hf= ! C. Fabricate removable grating sections with banding bars attached by welding to entire �. t�{;��;•.��.{{;�•��,,.,°�":1' perimeter of each section. Include anchors and fasteners of type indicated or, if not indicated, as.recommended by manufacturer for attaching to supports. 4 .mow j y, 0 1. Provide not less than four saddle clips for each grating section composed of p{•:: ,`. ,,'` `;f', IM1r fir P/ t rectangular bearing bars 3/16 inch(4.8 mm) or less in thickness and spaced 15/16 inch (24 mm) or more o.c., with each clip designed and fabricated to fit over two :'' i;:: bearing bars. t:. ?r. ;n ,• 2. Provide not less than four weld lugs for each grating section composed of rectangular bearing bars 3/16 inch 4.8 mm or less in thickness and spaced less than 15/16 inch(24 mm)o.c., with each lug shop welded to three or more bearing bars. Interrupt intermediate bearing bars as necessary for fasteners securing ' � t grating to supports. ��, 3. Provide not less than four flange blocks for each section of aluminum I-bar grating, with block designed to fit over lower flange of I-shaped bearing bars. if:' 4. Furnish threaded bolts with nuts and washers for securing g grating to supports. D. Do not notch bearing bars at supports to ma intain elevation. .�',t�: ;°•^�•^�. .:,.,:�::, f J 2.7 GRATING FRAMES AND SUPPORTS r�rtr i hr+T'�.r ii A. Aluminum Frames: Fabricate frames for aluminum gratings from extruded-aluminum '+ shapes to sizes, shapes, and profiles indicated and as necessary to receive gratings. Miter and weld connections. Cut, drill, and tap units to receive hardware and similar items. !rG B. Equip units with integrally welded anchors for casting into concrete or building into '`'''„saf;'i ' masonry. 1. Unless otherwise indicated, space anchors 24 inches o.c. and provide minimum anchor units in the form of steel straps 1-1/4 inches wide by 1/4 inch thick by 8 ' inches long. J GRATINGS y CS-4199-00 05530 - 5 RO—3/19/01 Itr!�'.t',;".�' tfariU'tC{{%Y,sdrlwfK!wM'r..unt{yyuytAtT#A(a�•fwnw ^r�• ,,•...nwwxv++,,rsmttawinvsmwrnW..«+'.!...- ..—..w,.,..u„e+wwatwy,n...,.,,,..,r,.,..,:,.1<. t+ _.''y„�.. 14�1�r�`�t�?4}��r 1+}f r ur"td S - :,� rs y,.,. s };,>. � y t '-;�� !�� 5` .x '! .}�•.,` ctiaS s ,�Yi,tf.a:{••�.,{,ytt��G.�;r t�,.::V.SLr..,.r t� r, ��"'3 r' i' r' , t i. i i ,S.sY.• t r } I�l•tt.fd,..t. „t' do..��. �tt .a; r +(i•r } it: ) ;t r. c tti } ' *`i 't 5 r Y.tt<,t'+:t x;�,�1 t. :� j.•tY�1....�rr,t�a;,��`1 y.�.xr.Cx{� ffA' rdf Ie ':1 .iyb 1:': ; t �! � f � � .j.1 S � y.{ y ,rs'.l.1'!, N'ri` 734 t( •Y, ' 1�4„irr{ rkttt t + i t f 1 .i pT 1 jr' ilr. .it;; f� s �'�1 i. ?�. t i r. ::i.' f i r r� }S Sr ii. r. s i 1 STrr;{ { tft�ts�� i+w�l}��i ��i•h f,t�r�Y l�.s f?F t� �. isj t>�9r4tfr $G$ Ii �✓ a.....r•��arr t,e c'Yf3 Jt.?uF,}i� �j(d .••r :d.t,..5•r a^�1a:ti,4 t i.xt ',., f ..l': { ..1 .°ft ! £t�..4..1 r� {rP �SR .y tzfX:��.y'��J}ik`'ri*.r.�? r'' $ a. ,4.t`�r.ls�•F r trs ', ,.y,i,{ t!'r:^''S+',,}'f°.�r�' $! •;4 k Sti,?fi` !S x5. ! 4 ! �'i r t t'•v, °r it fir+ra..Y`` F `1�}ik`"�' l r 1,�'ty, .r:�y{ .x3 ' s'.Si•Ysk s tF. i'S1 yF i t.k i�t° , i .+r:iw"rrae.yrw.lr�'�exw..a.6'.:wt: s(� .. :.'.. ' ..n,wtMSfir'nY 5'+'k:Mxt;'ia r.,,Yt ..,tlyy...r.y' �,'r'�re. ' M t '- � t �� •i yt} :. .. .. . r•.,vk..,„�,„_..., .. . ...,.,. .�«.wnaa.rm�'!rrorr+��.x»«...:..w......;,..>.... ., ,., u_........,'�..,diiius`�tkMY81[�.,',r��y ��klrF }, �a t1 r� WATER POLLUTION CONTROL FACILITY EXPANSIONw CITY OF JEFFERSON, MISSOURI 2.8 FINISHES �,•.''.. ,.....`:'. y A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal : ' Products” for recommendations for applying and designating finishes. r') B. Finish gratings,frames, and supports after assembly. �_ •, 'f`� 4'"=i.e•:y,(rte C. Galvanizing: For those items indicated for galvanizing, apply zinc coating by the hot- di 'rr`' !` r p process ces s complying with ASTM A 123. PART 3 EXECUTION 3.1 INSTALLATION, GENERAL ' '''y A. Fastening to In-Place Construction: Provide anchorage devices and fasteners where necessary for securing gratings to in-place construction. Include threaded fasteners for ;:. , 4,,,.=;,,,, .• concrete and masonry inserts, through-bolts, lag bolts and other connectors. 13. k- Cutting, Fitting, and Placement: Perform cutting, drilling, and fitting required for .;� installing gratings. Set units accurately in location, alignment, and elevation; �'•a �fr.•:,•,,�:;,;,�,r:;.fi;• • measured from established lines and levels and free from rack. C. Provide temporary bracing or anchors in formwork for items that are to be built into concrete or masonry. D. Fit exposed connections accurately together to form hairline joints. Weld connections t,,.. �. . that are not to be left as exposed joints but cannot be shop welded because of shipping t; P J P size limitations. Do not weld, cut, or abrade the surfaces of exterior units that have tW,t;ty,.Zk ....... been hot-dip galvanized after fabrication and are for bolted or screwed field � ? -"=' s d Liar connections. ", 1J r•atn„ ` 1 E. Field Weld ing: Comply with the following requirements: `e 1�t � 1. Use materials and methods that minimize distortion and develop strength and ,�? .a:� ;•+},�;.; corrosion resistance of base metals. 5- +'• :.. ,;,...:' 2. Obtain fusion without undercut or overlap. �_yy� ,.''1✓i: 3. Remove welding flux immediately. F. Corrosion Protection: Coat concealed surfaces of aluminum that will come into ry"' + contact with grout, concrete, masonry, wood, or dissimilar metals with a heavy coat of bituminous paint. i�, f; '' .ti •d ' ��1gYl��• ..1.4 t��1YtJ j8r xf� C5-4199-00 05530 - 6 GRATINGS RO—3/19/01 ` < \` S.fiZ 'R m.vD++Amer+rrs{ 7Fgw�KbW.�Y'A'^^"''"'. YtKr. ptl0.l�d1NVF.'s"`° .r a¢;�y'.';..tr:"yd`�I•�3?ir. i'r','' irv`. :� „u, r. .�,j,,.• U ;,•r1i tit Y'tjjr >� r.} .'°,,n(:tl.Y 1! to c.{ �l' .t P "� .1 1 }i 1.�,: '<f'4�,,,,• i. 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I ?..,, °C.x t-`y'd{S,• :7 e it lV K ii 1 i r. t 's..° AF.7 :f rf a'F, > 'Y Sl,f.4.r s .iat�w: �Y�*i, )�e�, u t: 2 t t11Mkk hw�aNd.,,.�...:+:;YS+..a..n?an,vn..a..:.wwri:.w».'•radar,cm,�.tR+,uwn.SefHI.+NM.1kt�n:cr.;1.',..l�,t..... ..,>.'.»,..,....,i.«..a_L.._:;S),:ya.,':.w�:a..:J,+�:lit»dY1:;.dW}.A!�N� �' r.";Y• r sE� >'!t WATER POLLUTION CONTROL FACILITY EXPANSION t ; ' CITY OF JEFFERSON,MISSOURI 3.2 INSTALLING METAL BAR GRATINGS A. General; Install gratings to comply with recommendations of referenced metal bar : grating standards that apply to grating types and bar sizes indicated, including installation clearances and standard anchoring details. ` B. Attach removable units to supporting members with type and size of clips and 5 fasteners indicated or, if not indicated as recommended b g y gratin manufacturer for y' type of installation conditions shown. C. Attach nonremovable units to supporting members by welding where both materials are the same; otherwise, fasten by bolting as indicated above. ' END OF SECTION 05530 ,ira��• �,; �,��a! i5a��f,111 ,z• Vii'.�. swu y f :11fiCa}j. 1 • Y VIM } C,ttfy!�� C5-4199-00 05530 - 7 GRATINGS RO—3/19/01 # 5 ' R ' � '., � ..,�r ,,t.. � ,� c,.1.7,7•.H,}yr ay�?iv.^ .a, awl'. 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K y: , `Sr a (tyq•{. ..Y y�'";'?.; , f .. � +•, � f E a ��,�.: r�S v l�.�d� � 'r. tr 's .•�..n z x �R 1 -1�ftti �i.a s3�1. {� ..Y�iF �} � �r t� ��}� {b(�+{it �`,i��l:y�°� ,y"��(�, iq `�.t"17y�'f. ,f 2 :..r rl �t`.+, } , ' i� � t,� {+,;)�,r,`s!i•�'!_)t ,.t'Y_r.�•-1 :'�'' (;� +. :.i'h,:',7'(` `b;.y.tr.kt{t1 rE.1 +�s, S �a}.a%I.��,a k�t}. °' } ;� ,,.;,i � +i nt .t tt 'f�`'• 7x6;,•1�;;i'{� �. w., ( } t{•{r r t J t , i F 1 'r �.i,. fti J�' .7, t �1t }�i ;.'tf,.c tr}+F5 e '• i € .:.:` 'i.r•ft, .+� 't r...: {at 'i:vi�f}+'ir r� 3;�tt 23121��'�'t��,4b�.�1 ' s A Ili r.,,k,. + �.' :u ,` ,' it Y .::. �(; t.4i x"'i. +t�.f st'fi frx.,tiiicGj t• 3��.'q%, ` ..�r .'�r. .�'�t�.��1'c J�1":.A .7fF?1:11gWna..wvu...antw»M.a.t r,xF«:•i.�.l`<ri l,.tR.r..,fJ)t t"•E.."4 t•c^w..F....:.y_ ..... ..,.. ............... ..'. .....:a..s-•...e+n;+aartknW,YC+w,ha+Merrwta.+t7',k.C.wa.lx..._,..0.. ., f.s A^+.•....i.}}i�fr.r e''S5rpp��t(AZkS.£t`�� WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI 0 SECTION 06105 -MISCELLANEOUS CARPENTRY 17.� f 16 PART 1 - GENERAL 1.1 RELATED DOCUMENTS :y(? ' a., k, A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. ' 1.2 SUMMARY : y t A. This Section includes the followin '�a`,;, .:yx; 1. Wood blocking and nailers. `� '"�"''t t: .��i jr: 2. Wood furring. Y x,,:;:a 3. Shelving i4 '�}}?: ::. i and clothes rods. B. Related Sections include the following: 1. Division 6 Section "Interior Architectural Woodwork" for interior woodwork not , ��F specified in this Section. 1.3 DEFINITIONS r~ µl Lt k A. Lumber grading agencies, and the abbreviations used to reference them, include the : following: r� 1. NELMA Northeastern5frS Lumber Manufacture - Manufacturers Association. y��{,,��;:;�;,: •'' H 2. NLGA-National.'� at onal Lumber Grades Authority. 3. SPIB Southern Pine Inspection Bureau. ' � � ?,;, :�r.�f+th-'fir •'. 4. WCLIB - West Coast Lumber Inspection Bureau. 5. WWPA- Western Wood Products Association. '1}� 1.4 SUBMITTALS A. Product Data: For each type of process and factory-fabricated product. Indicate "1 component materials and dimensions and include construction and application details. Rira? r}''A rvt•,�,' 1. Include data for wood-preservative treatment from chemical treatment .it a manufacturer and certification by treating plant that treated materials comply with A3 y. requirements. Indicate type of preservative used, net amount of preservative �t , z4ti`•1 i � :•:. retained, and chemical treatment manufacturers written instructions for handling, f . storing, installing, and finishing treated material. C5-4199-00 06105 - 1 MISCELLANEOUS CARPENTRY RO - 3/19/01 ' v �"fr�' r. t .t t,'cr 1 - r •;n„m, {',Ij {r ,i�.:.!F •xiY' ".ryk`.t•;Z,�.,•. .ar t t •,iN" }. f' t 1.. a.t.i' t ,:,, .',!'':n'.4' ta!' '(! R?'a'k"?'!a',",'.",.,._. ,fYy .t .+�I ,nr'iw`i"'�"w't� s::•� `'`«',r cr`'.'� '�'''l f i1'i'1'•lA, +t'7•r^ :�' �'t }:5r .r d' ';.t ',.Yr .:i;hr.. t.jt' ,4.•,r } 'rti'. 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' .....,.,...,.s w...,,Y. .x•:ra�t•�r>,.,. ,..s ,.,...,...�..: ..:... ..,...w_.. .: '. . _._........n..,:u=attm.;+e+r .u;,,rrar'.t...,..;.�.....:....,, s ..:;i.:�d�..arx.wi�am+h<v.�U'Mk: t��t�L}l•j;a`. !�I t ,5 s. WAT'EP.POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI 2. Include data for fire-retardant treatment from chemical treatment manufacturer and certification by treating plant that treated materials comply with requirements. Include physical properties of treated materials, both before and after exposure to P Y P elevated temperatures when tested according to ASTM D 5516 and ASTM D 5664. A 3 3. For products receiving a waterborne treatment, include statement that moistuue content of treated materials was reduced to levels specified before shipment to Project site. ' 4. Include copies of warranties from chemical treatment manufacturers for each type r of treatment. Y ""'i 1 B. Research/Evaluation Reports: For the following, showing compliance with building ,.t^=?r f r ? code in effect for Project: 11 1. Fire-retardant-treated wood. 2. Power-driven fasteners. "a. Powder-actuated fasteners. " 4. Expansion anchors. r�,�1,'.,1;:x•':r;y'�' r 5. Metal framing anchors. ' 1.5 DELIVERY, STORAGE,AND HANDLING A. Stack lumber, plywood, and other panels; place spacers between each bundle to provide air circulation. Provide for air circulation around stacks and under coverings. '`"' is ate,! S'r;�.-✓vtlJ^1:`.1.1 PART 2 PRODUCTS 2.1 WOOD PRODUCTS, GENERAL A. Lumber: DOC PS 20 and applicable rules of lumber grading agencies certified by the American Lumber Standards Committee Board of Review. ' 1. Factory mark each piece of lumber with grade stamp of grading agency. ^' 2. For exposed lumber indicated to receive a stained or natural finish, mark grade 5t Viµ;# stamp on end or back of each piece. t Where 3. ere nominal sizes are indicated, provide actual sizes required by DOC PS 20 , for moisture content specified. Where actual sizes are indicated, they are minimum dressed sizes for dry lumber.§ 4. Provide dressed lumber, S4S unless otherwise indicated. 5. Provide dry lumber with 19 percent maximum moisture content at time o£ � dressing for 2-inch nominal 38-mm actual thickness or less unless otherwise �'. .) indicated. K w MV. C54199-00 06105 -2 MISCELLANEOUS CARPENTRY r} RO 3/19/01 ? ;! 43'"'•.E.`}'7 ^„Ts;.•.* qi .a rst,-; sa,ssartawvx�r!om'M �....^,. ..,, , ....,T,*,,,�...K+;n.wtwr '"'"° t., yr�i.J..,T,.....�' .t;�Ctt..,t•.`�,'`�' �c. 4�F 4 T',`�;;'. f;�� .��5 of ��. `J .c.T .f, �'r .1 'Z �F r; } r1 t drnvuM±nw.>rNw{. `.•� .tC i i°�:Cit { C'�. 'Yty{t t• :h�.t� (t,ar. ,,;:Sr,t, S i' , n "Jr ..i.r....:.r. fit' k v�.ti'i Y�r �} ' 4 t toy `? �}��±±,, � t r .,.r' s 4r t . d�� it t b , t t. , .� �.;.t. 's,' t• t ) 3,1.}'1�f.'..t��a .?,,.S�tYy�:"; itt,{t, 3 ro ,, .,, ,, 4...1 r .> �'r��, 'IV` p I f � t .Y i� , .Jts �E: t`: y. iy 4�r,h'h,t. ,,�•}'r.r �'is.k��ii �,�' .,1.,„,r,.�Y�rr�°�; �t7.,. �} '(d :C I?. 't+pi's:•.:,t ,� tr .+t. -z �^:l..li�. .� r -�.(• ! z'. S ' ri 5; t't; ��,} :ii��tY,yir h�;rtt"�'k;'�`j�r,uir fir: 4",.ux �,� �. ` r9'3r+ n c 'r .t t", s .r. 8F �;a > •Po:s rr•�� ;d.stt tP frr ,y ''4 I }.3:y :'d .J L Y � :4 5 {r 74 I�t'•�� 2f�} S I h,. t:d i`/ P. i t S, it r r t.1 A of j WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI , 2.2 WOOD-PRESERVATIVE-TREATED MATERIALS �J A. Preservative Treatment by Pressure Process: AWPA C2 (lumber), except that lumber that is not in contact with the ground and is continuously protected from liquid water may be treated according to AWPA C31 with inorganic boron (SBX). 1. Preservative Chemicals: Acceptable to authorities having jurisdiction and one of ` ra.ts t the following: "s;"{ a. Chromated copper arsenate (CCA). b. Ammoniacal, or amine, copper quat(ACQ). '7 B. Kiln-dry material after treatment to a maximum moisture content of 19 percent for lumber and 15 percent for plywood. Do not use material that is warped or does not comply with requirements for untreated material. C. Mark each treated item with the treatment quality mark of an inspection agency approved by the American Lumber Standards Committee Board of Review. h'4rJ'>;,•;;a, . i D. Application: Treat items indicated on Drawings, and the following: 1. Wood cants, nailers, curbs, equipment support bases, blocking, stripping, and similar members in connection with roofing, flashing, vapor barriers, and irz dr A 4 waterproofing. t ' 2. Wood sills, sleepers, blocking, fin-ring, stripping, and similar concealed members � in contact with masonry o o r concrete. ! 3. Wood floor plates that are installed over concrete slabs directly in contact with `i earth. 2.3 FIRE-RETARDANT-TREATED MATERIALS A. General: Where fire-retardant-treated materials are indicated provide materials that comply with performance requirements in AWPA C20 (lumber). Identify fire- retardant-treated wood with appropriate classification marking of UL, U.S. Testing, Timber Products Inspection, or another testing and inspecting agency acceptable to authorities having jurisdiction. :.,., diction. 1. Use treatment for which chemical manufacturer publishes physical properties of treated wood after exposure to elevated temperatures, when tested by a qualified f independent testing agency according to ASTM D 5664, for lumber. ttfttyttty{{{{{{` 2. Use treatment that does not promote corrosion of metal fasteners. ik r� t h:, w�tttk 3. Use Exterior type for exterior locations and where indicated. y . w4a C54199-00 06105 - 3 MISCELLANEOUS CARPENTRY RO 3/19/01 ?) a t. " 7'^"°+ i wtt� ?r w+*"`w.- ;, +«. .ems ernnrr+ww�+wrvnr+* r -t « .rr cu v«---- •r : {{+!!t r t s i? '..' r.'' i+; r t ,� }S )ri.!• ' fie, t�''F �, 1, 'f •'.:,!r?!{ rp i ,:l. 1 �t7,f. +I.� t t) I t •� S .1 I ;t t r. {z:,r'r",��::a.s)+��'YYJ•..�4i+�:, 't2 to .:t 3`eI� .ra. {•I " t ., i t'r. a 't I .ti:�l + '',t : I�t �ST .f.�t?,!r,+tr t'" ." . ,fit kr e�' 1+r }•� 't rxs1 r '�.< x si'. '"f, t- r\y�. ,�"1 4 �. 1i}r'� i...{.,',". ;t ., :.. .>�,.,'m,5 r,�' .t :, \ ",i ) '� t ,r,ar r-K t t. t'..t.�r.4� �'gg yr•x `�'�s{,: a.i`p,EE .� �•��: y,.o-,„•';, r'#'.. .I,7}fi,t r{{j}.�:::,u.,frrr Laa `r •,�? t..ti .T t 'i '�� y �,.t ,{.(x,41„ ,l xi�4.^�. w..Y.�Jr.r, ryy. •;1 °;3�,.4..11r"t V ''r 3,. , t, r y 'A .r,,. 'e"'S.. i�'�+,i.�,. V;'Y�xC��:�try,$�.�r'F.;fir�; �'.��Y.y„4` .w},, rlY It 4r14'`U ,,,�.� •,�.•�, y1. 'c ',l,J:i '1 {.i°' .pti .�r.s14"7�,t t'>,.,fi,.{ „L ..vr, „!�' r ;: r k !i�k;, ;k. ,:r.« ,tr'�e rkt ;i:,''a i � i: h� �j ��z�l : t; •fr't�,q�'j',d t�ir yj .L'{'q.+X:�;:?•' � kl.,t)c :f s.�.�' '�, �7�5't'F1'ix�{at'.� .tr .�}TF i7'r�}r 2t?•1 �;}` { .+t{ •ply iin� �-�, i y .tir �. ( 't:a ,i}�: �1'r f',hy{. i� C" '"t'v�'}� ?Yl�s*: rs .q r1�'^ur : ty, } S�r1� q,V r q:t S f.! f � } r .11 .t h} z'f\ t,'�'"rr�r+rz'fi' Dq;,�,g.T•�(9; �,;� ! �'��5�'.h-y rf a I ,r i t'. 1. '7 r' � i , 1�. -�'�•7'�•,.:k. ''t +�`' �T[ttu lj ..fir, { �zx.•�.:1 + x .1 � s :�, ' -. w.kr..i ta..,.,+eaa+w..ta.,..ar lax...1......nv,wN.,+..«.{•.rt�,wnw.W}nPh nK.��}+44�v 7Ef#IR�ttt+'tiiilu:::i..,��.,»:. <.... t:.rt..,.,.,,. ...... ..:t:u,dra,oNrrrw•>gknurt�r.py.,«v.t„rz.»c>?'r>t o-:,mxe•rw.:..�...,.,._.,. .. .....,... ., ` I,b4+k"��,�,,, .�, r WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI ' {; r v� JJt t r"/5 j 2.4 MISCELLANEOUS LUMBER A. General: Provide lumber for support or attachment of other construction, including pP $ the following: ' !' ,; } near 1. Blocking. ' 2. Cants, 3. Nailers, k,. 4. Furring. 3 � :.j 5. Grounds. B. For items of dimension lumber size, provide Construction, Stud, or No. 2 grade �,{ '�? ,'. lumber with 15 percent maximum moisture content and the following species: ,x 'fi'��.•f..•s, I 1. Mixed southern pine; SPIB. 2. Hem-fir or Hem-fir(north);NLGA, WCLIB, or WWPA. n� I 3. Spruce-pine-fir(south) or Spruce-pine-fir;NELMA,NLGA, WCLIB, or WWPA. I 4. Eastern softwoods;NELMA. 5. Northern species;NLGA. fi 6. Western woods; WCLIB or WWPA. 2.5 SHELVING AND CLOTHES RODS d kt ' M. . 1 A. Clothes Wall Rack r4 1. Basis of Design: Raymond Engineering, Inc. Rigid Rack Series 350 nickel " k +S .i chrome finish. 2.6 FASTENERS A. General: Provide fasteners of size and type indicated that comply with requirements � Y 5 �•y,:':',; specified in this Article for material and manufacture. Ja. • '. !y �1Yu1�':di.:'fY1.rljf�S'�P s. 4 �aC,;;,,w: Where treated lumber is used or carpentry is exposed to weather, in ground A ;Yt; t{,'a,; rt: r }4 ' contact, or in area of high relative humidity, provide fasteners of Type 304 y}�;,,,, , stainless steel. {t` B. Nails, Wire, Brads, and Staples: FS FF-N-105. r'r w '•,4. ttr', C. Power-Driven Fasteners: CABO NER-272. D. Wood Screws: ASME B 18.6.1. tit x• rM1,fl `i ' y3s; •Y`t+l p ` CS-4199-00 06105 - 4 MISCELLANEOUS CARPENTRY RO - 3/19/01 t , .. t; ��, r t ';;?ys^"7r`n!'rM•!?rMw ,y.Y*+�^"",.ti:'-•�s F{; F .T^..d?nsy}?lV�,ryAR{!. rr-.::1 r,r, ,' iJ I tii:iie#.Sr'Y-:i.'s: 5 tt r.4.:i•�a'p y. `�i' 1, J ,1,r`•,,y�,'. 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'.',;.f <:51 ,iJr' � t%'':�(� J �y .,�„n: F h f�y f�.. :',z��1 ,�. .ttru.H.-.34• ''.'t.+'tb f T,�t .,1.w f,{, ,r�.Y �:�t r �-rt, ->+ 'e...t '.`.r 7 �t* j !#[1Sa`a'4;,y.;Y'tl� �, ,� s.}; �,;'�,.4. 1�' ��>i',�r�'"' ,,SjM1fy,,.w>� Yr 'f,-.r . tt"tttl,'�.., ,f t .•'y,:;t,,:.',,.x«. f a:'.It f 4 .,r; {. '�,. .!, •,t.x. :�, ti 4, �i� (,��'° fl .t[�,{,a. f f"�:<,.yr �,;•<�. ..,i,lrnti. ,rf�•'i,.a:;'i t.� '.t' •9i}�.r, .r t" , !' t. .'t�i r�.t} .,t, .i.�.,!� -,e.� Y'1�7. >,e'k:' tt(i>�� ;�`.tltr fJ ;'arr 'fla r eu tnrt ....+n+ •... .ry ..,e•5.-r tr..,.+......... ... r wan x 1 w.+{..+F{.N Y !'.ta w+M}-1 4 ..a..•a..•. , t rl t t i A I t I WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI ' y E. Screws for Fastening to Cold-Formed Metal Framing: ASTM C 954, except with wafer heads and reamer wings, length as recommended by screw manufacturer for material being fastened. F. Lag Bolts: ASME B 18.2.1. (ASME B 18.2.3.8 �f k V: {n i G. Bolts: Steel bolts complying with ASTM A 307, Grade A with ASTM A 563 hex nuts and where indicated flat washers. H. Expansion Anchors: Anchor bolt and sleeve assembly of material indicated below with capability to sustain without failure a load equal to 6 times the load imposed when installed in unit masonry assemblies and equal to 4 times the load imposed wheni;= installed in concrete as determined by testing per ASTM E 488 conducted by a �nr;.tk•;`` �.1 qualified inde endent testing and inspecting agency. ° 3 1. Material: Stainless steel bolts complying with ASTM F 593. Stainless steel nuts f complying with ASTM F 594, Alloy Group 1 or 2. r 2.7 METAL FRAMING ANCHORS A. General: Provide galvanized steel framing anchors of structural capacity, type, and '4"' ' size indicated and acceptable to authorities having jurisdiction. y^ f B. Stainless Steel: Stainless steel complying with ASTM A 666 Type 304 coating �,,...,:<«::,�'`i•-�""' designation. f "rY.t. •u;s,. PART 3 EXECUTION 11 INSTALLATION,GENERAL }{.5t•r'�f!5iJ!�'� 1%1;5;4"i� A. Discard units of material with defects that impair quality of carpentry and that are too i small to use with minimum number of joints or optimum joint arrangement. B. Set carpentry to required levels and lines with members plumb, true to line cut and fitted. Fit carpentry to other construction; scribe and cope as needed for accurate fit. Locate furring, nailers, blocking, and similar supports to comply with requirements for k attaching other construction. 1 C. Apply field treatment complying with AWPA M4 to cut surfaces of preservative- ; lYr;��`r �,,s;' •� treated lumber and plywood. '�q ,!} „� D. Securel y a ttach carpentry as indicate d and according to applicable codes and }` Cam`` recognized standards. irl� 4 } E. Countersink fastener heads on exposed carpentry work and fill holes with wood filler. x ' t' C54199-00 06105 - 5 MISCELLANEOUS CARPENTRY ', A RO - 3/19/01 y PP ?• „ �•^ . .. , r, i n t t"T t iwt wrmrr:..w :-.'.' ` nHV�.yiy^icyn udq'xeYJfitni!x1N4trEwPrnfw..* .^-^.'•+w+uvb�trhs.�vR•wa..•.•.*!rr- i I Ya.f•f,1 t t t i�L ;< Y , t .i ".4 c , l , ) '7 t . . f t t:t �r lr'pq.�' ..� Uf•� ,7 t 1 C r 'i ! .t'rf t .t.tL,t, { :a f1{i, ;`w �''f' �.is t}t .a+ 'S� ? rt ! - r: F. 'i's' ti ' t, a ','tt n..t 2?t _i(� •� '�s:f Y`,�' '!� t(j$t,`,`(;• a �r "iR+,,.{ti ' t•aJ,r;t-i.,, }} 5 A ,t i ., 3 ..) d. � .q � ;y V."Y'•'t),t43. F,99+ r- r.+.t.�,n.`;te r'. b,�, 1St'' 7 '.r t r. 1. arr,i<::•vx.r+...+�.p4}r t�,,A}. :`��i+:.{id{.}tO.;, �`X '.,-;q h4 1 *7{J,L ; N .•ir,+,•`' }S'i�N `{.19�'�r3� � ANN L,,� �.f+ d �f�4 r�,x,;.1� °,k. 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V�.f 3 t tt 1.+a .;� .,+a?C,., r,rN.i r.?��., .�i`�� . li+5,,.k�?w, �3+`},7''+'J'•h't;rG'rY ljta t',t, {}}.� §2 t i i`s f sf`• l 'T .t ,+ l.r ti' v. t,f,, e. {�.ri t��°�d.riF'�;.sz•.#l, i4e��{;,. �',�p { � '�r'�,;z{'+.4'�.Rf�,>4tl..tY�''Y`�+;w''�7�3t}r rft �.t�.r� � .t } :t.,?t r f s `{ k 7 {, t t,`t1 ° .i.1 i t', !.r'qq I,.h�S:i-•rS.r Y ��{2 qa •+,n�kl'r' � - 4�,'+". rh:} '� 7�y..:�{i t .� e it �, .. r . . . ..,.: . , , .� i s y r. .. i%i i.t•.,r ,S d'? , ' y t}t'�i l44{3r .>' - {' . f.. 'f�i��•f'iiiiL..++�.t..iui.?,.�:t.;t.,... ,<r ,. ..., .._,...,....�.li+wr+d9rftifNFd'viA„urytiM.xe+v.hr�xr}iwl,Jnr..t�+.Mfflrtrrw+,.ur.�....2,.. , , .,. _,...r.1rw:.u.Xiaidi�a+,tet+i,�Ywiiri�tr;.�twixrrw.u+.le«::.iwiWcwLs�,l:ri.�k.rrite �3V, . WATER POLLU'I•IVN CONTROL FACILITY EXPANSION CITY OF JEFFERSON MISSOURI appropriate f S5r.Pf I F. Use fasteners of tYP a and length. Predrill members when necessary' to t ; avoid splitting wood. .� +'fit#,)��p'�#•��'.:.. 3.2 WOOD SLEEPER, BLOCKING AND NAILER INSTALLATION A. Install where indicated and where required for attaching other work. Form to shapes indicated and cut as required for true line and level of attached work. Coordinate locations with other work involved. '``4' B. Attach items to substrates to support applied loading. Recess bolts and nuts flush with surfaces,unless otherwise indicated. 3.3 WOOD FURRING INSTALLATION A. Install level and plumb with closure strips at edges and openings. Shim with wood as f` y ?? required for tolerance of finish work. ` 1. Fire block furred spaces of walls, at each floor level and at ceiling, with wood blacking or noncombustible materials accurately fitted to close furred spaces. B. Furring to Receive Gypsum Board: Install 1-by-2-inch nominal- (19-by-38-mm ;t�4'' , actual-) size furring vertically at 16 inches(406 mm) o.c. ,83 _ 'f END OF SECTION 06105 rxs ,y � il rNtii iS r. C5-4199-00 06105 - 6 MISCELLANEOUS CARPENTRY RO - 3/19/01 ;� �?}" i7'lr•'v. xrw•�. !+�r it rs'ro:;2°x".}�°Eirt3C7"- f •t°,r r �' ;r,.�{ .;}}7:7:;a.F,,.d..1.}' >4f"'}' '•S,•.q; 'u<. :i.,c'r,,C+;'R.r .t,; s, `��w.,' �,°f<3' �a�x:}• 'Fr�"s-5'0' .t r `#• y'+e r Yt' "ef{•,: .`ri',�.k're,. .y �1; n,u0. a ;}'.y;u. sj a.Ci.l�i Sn'zL ;.r'4�'`,'�t+t?i:.-,Ft7`' s�:� t•'.s''`'� 69? •�',1'` .�':,..t77,� �ty�;s yY" k' { i,��. .+sT' t:1�'. •�+ ;'�am +.-:, t a �, t;,.n r ```tr'„ [� 1,!r 1� '� ni , d F•, .+'rr,C' � +,ry r�r ,Y" �11ti•,' �j�.t} �Z!.,�ti/,4"tsa '�� ;i��a. a�-4,..r S� is iJ� a 1. d�t;'; { ' � � � �i'� �b+7. �t"F �S �`;t�•��;i NSrf�'f!F t {' �� d� 3°>`'. i +".�'S ,t i 1` ,�r:!."r.3titr �'4t4•j��;'d'{�j4 A.a t.�a"s"'y3',,��`a }� d rt tzt f t d 6 Jr k, l r s i ^,t# • 1YSf ! 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WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI SECTION 06402 - INTERIOR ARCHITECTURAL WOODWORK PART 1 - GENERAL E 1.1 RELATED DOCUMENTS {` A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section, 1.2 SUMMARY , 'y'" E'b"'�'' A. This Section includes the following: :, 1, Plastic-laminate cabinets. 2. Solid-surfacing-material countertops and backsplashes. B. Related Sections include the following: 1, Division 6 Section "Miscellaneous Carpentry" for wood furring, blocking, shims, and hanging strips required for installing woodwork and concealed within otheri ' ;'f construction before woodwork installation. a ', w ' 1.3 DEFINITIONS �z•�fF + A. Interior architectural woodwork includes wood furring, blocking, shims, and hanging strips for installing woodwork items unless concealed within other construction before woodwork installation. B. Rough carriages for stairs are a part of interior architectural woodwork. Platform ;{x�f,:+;r. framing, headers, partition framing, and other rough framing associated with stairwork :'7; ' are specified in Division 6 Section "Rough Carpentry." 1.4 SUBMITTALS A. Product Data: For each type of product indicated, including cabinet hardware and accessories and finishing materials and processes. B. Shop Drawings: Show location of each item, dimensioned plans and elevations large- scale details attachment devices and other components. :'rY 1. Show details full size. '''°lf,' y,. irxt ;(Gtr rr 2. Show locations and sizes of furrin blocking, and hanging stYii s including con- ' g� g� p � g cealed blocking and reinforcementspecified in other Sections. 1zy��13'fy �F 3. Show locations and sizes of cutouts and holes for plumbing fixtures, faucets, soap dispensers, and other items installed in architectural woodwork. C5-4199-00 06402 - 1 .. ;: INTERIOR ARCHITECTURAL RO— 3/19/01 WOODWORK y`tN� rktai(r 'r'e�M+n Y+4Mq m 'rw-«q;?;^ ti ^two„+.+4�z4uwfaAgao-/nSHxcnxfw',+!' ;��i' .;'j.:;;;',,p:"?j'. �} «.,.± gn)s!r+YA}fC ,^,`�•'r�-,-s'ys�r,z'[m't,Sf��ta4"(1 r '� !fXt ,r.dS ;V i .,F �.., ,..,, I'4 i t i, i r •she' h 1+7 F ��:iT;.}nYi�jf tf{�'r. 'y t:'th'ri✓t[i.�� ^ x. �1. ,f t,.+r.i`r'iA • � K� r ?. � t t� tl •i. i r �1:fSt"?f t• A , �4r<c„y-.•f.,l•,l„ ,, i Y:l. � i / ,3• 1 t al r .(� r,,� ,. �� f�. � y° ,+.t "i; .i 14 ” {,:�>5 r f if } 7 t ,. � ;r, �' ,7 ,,,i',:"•i r. � � ::�°r;r t-�S.R S•�''.'”Nt +y?��:, ,". 1+f .{`d, .«r5 ::., r,.s..:,i� ( [l r ,+ :R s: i. *., t( ! r '},C� '•,f'}t.: ? '" a'' J• .�'},(.;i. � y,.'� �" 'r�f i. 1^.+3�. 1 ..(•r42 4..yf.�'.;>ti:��`t��`t .1'''i�'�.e. .,� �d ti": S.S.•ii 1. ..'} t�,r:,r •t.p;' t }'h',. :i. - ;'i ?�� c .'+ " 1. Si.f.:}�orS{� ;±,;yard}.,SX •??",a'(+qF�r F�:it:t; ,trey;;' .( ><f ,.� (.,t a`., .,� ,I n 'S .i .r �," r t� .h , „ {, .1• fir,., r '�� . r.,� tt.,ti;��.,., , j.F"�,x' rf'....', f;.,.,s + ; r S ..1 f ,'' f'7 •!: ':U' :.:t.. �{,hr.,.. �y <'''t"d 1:r:7;c•y..r%.,Qj�v,i(:� A��6+2Y!4 l .�/^tir,".. .:'.i ti�5� 1 .`�, f,e.:.(1Y. 1) f'! i'i � S.i .l C ,Ak .� ,�l f�dk•: +,1. .k��55""z.}j{,`, J.��igqS1lr., p, 11 tJ t� : .(' t,t �., .�e _ ..{A t J,. :. f•. " +ie'j �Y u XJ.��f yrf•..s:'i�GG its..r '.5 ;';4.n; t r Z i� .' .r t �;?'}. ��• fAf.i ',4.4� �n4.,nt>'§�z;a ,t.t}Y>�}{ Y ,�:. 'teiJ l., tr7�t�) Jtt 4�p.r}err ,.5. rn.� .t1.7. d Ss' +s t ;, f 1 t ?. �. i .1 r<.t.:� �,t t ,. }" .(. i f t + Vnf;�'�`.�•4t'�. , ,..45*X .71fh 'a„ '!s'. ,t•, rf :'r�tr ,l:,'r•:< < (' r ;t ,?, '1. 3 : ,'J.l r :f, � ;r:�- a(�;.',r;°� 1 �ry,. ;�:�; t. .J�+, r ? r"S < r .�. e( ,�S rt:+' �" t _ t! •3 �.v '} +yit is z .4 it�'n}ftTi4 7 .+'l��'�7- ;,� 'z f' t t S.t, �(. � 4' t t � x� � •. , f t .t S�} 47}sl ,�.y }l ''�' ri;+�t .tj �;r y r '`� . .z. ," . . r .P t•, � t ilk lj�� yt r, i`I. fdPM 9,MH+gM,n('f[vrY+:+.�•x4„n..«,;+.+,n... ......._ ...�.....«,K.w.r.:ww>9 .t.r.r..,,...'t,y 1. .+'x"t_. r..r, iw,r:.......... ... .,..,... .-,..,.M...w�aw H.r,..,.....,. ..._...... .. ....,.�._,..«»_..,.ti+.:,eT.il7:a:'tb1�, }i t!., ;.'!,`JJ I n rJ JP i WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI C. Samples for Initial Selection: Manufacturer's color charts consisting of units or a,t� sections of waits showing the full range of colors, textures, and patterns available for ' each type of material indicated. 1. Plastic laminates. 2. Thermoset decorative overlays. �? 3. Solid-surfacing materials. D. Samples for Verification: For the following: 1. Plastic-laminate-clad panel products, 8 by 10 inches for each type, color, pattern, and surface finish. ti,;�52fN$'4r5 %`✓; 2. Thermoset decorative-overlay surfaced panel products, 8 by 10 inches for each type, color, pattern, and surface finish. 3. Solid-surfacing materials, 6 inches square. 4. Corner pieces as follows: a. Cabinet front frame joints between stiles and rail as well as exposed end `r pieces, 18 inches high by 18 inches wide by 6 inches deep. Ne,A b. Miter joints for standing trim. 5. Exposed cabinet hardware and accessories, one unit for each type and finish. ' E. Product Certificates: Signed by manufacturers of woodwork certifying that products furnished comply with requirements. F. Qualification Data: For firms and persons specified in "Quality Assurance" Article to demonstrate their capabilities and experience. Include lists of completed projects with ':,;h;;,,�t:,< !' project names and addresses, names and addresses of Engineers and owners, and other a information specified. { 1.5 QUALITY ASSURANCE /I'e A. Fabricator Qualifications: A firm experienced in producing architectural woodwork similar to that indicated for this Project and with a record of successful in-service ' t°.t'rCglYrt,. O performance, as well as sufficient production capacity to produce required units. � ffi i n B. Quality Standard: Unless otherwise indicated comply with AWI s Architectural `, ,1 Woodwork Quality Standards" for grades of interior architectural woodwork n +`. a construction, finishes, and other requirements. 1. Provide AWI Quality Certification Program labels indicating that woodwork complies with requirements of grades specified. C. Fire-Test-Response Characteristics: Where fire-retardant materials or products are '? indicated provide materials and products with specified fire-test-response C54199-00 06402 - 2 INTERIOR ARCHITECTURAL S RO—3/19/01 WOODWORK , ': 3 tl!'i tv,l day ,tZ' /!�^y.,�...�.,..�.,-,.t,... ,}: }r,, '-nw�wa+Qartcrt�fnlRMelFr>r'tltlaa+talwrv.«: ;, w.rsuarucFCX�tkA=�4Yp+xnlynfivnnwaw�i,w.n!+.+�^.r.-'�.. '•-,- i 1. 'it r-' ;i r,t,.> t.�I;�y{�fl�'r.14 sr:� :IZ, i:t 'i'1`r J';fr.'�2,,'•ST•"r k i r ,,�' 1 ;t , '.:;, r .r, ri , ,,y:rj ,y��},�r ..�ti� �3, �+,' ':it �.:.: ,J Tt'�,Ott.,Sj,a l,'�'r,'t,.. ',dS;L �f'(.: i,,t,t ..y .�}, }l.. � ' •.>+.:,1 f I t 1 i . 1 tf?.J �� ..�. , %y2't 1`^x '1;s l �' .1 it 1 ,f S' ' .} 1 ! 1f.7'7,r.a?', �7�1t,,b r ,,l.z, t } R ,i7 a .r( `S{;':!iCia :,1' 'l I r z r � + ♦ a. ' I 1 .3 4 c' r}' .t "rYt:a r 4 1 n a t } q .(+;, r� + f tax , t .. .,d t'F�' .l•/.1 .. ' � .. a ."`.:, 4 t;tf.� °7 .C: I t tr 1,l?,rtYv .�, r( f. ,°f� t tyN t �..vile,,a.r. ; f{ + a;'r it :'• ,;•: ..} t •,r is .., , •;'. r '' j.::`:. ..,,,, . .,,'.� t't ! rk + �.} , ' 4tFg}st,�ie�{t{�4`Ye�a��t•r.:., } i, � 1 :,� �i ti :, tv. r i,) w. U�tq!v�S5^'' •l4 : '.t v t �' ., :.r.: 'xn+h. : ... .: ... .. �. ._...«..:..+.w.a.u+n+..+tv,.vld., ..vu...:uws,,..4w.». ..r...,» .. ., 1.'1:.,. ! '1•F r�`" 1 ; .. ...i...t.,nn'�,:. .i..d5r,.h...J...,......a.\...,e......... ........ ._..�.,....• rv,+r.n, wy. .. Iv: n.r, ....\. ., � :t/ JYRl t". 7 WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI ,wry characteristics as determined by testing identical products per test method indicated by ' UL, ITS, or another testing and inspecting agency acceptable to authorities having jurisdiction. Identify with appropriate markings of applicable testing and inspecting f agency in the form of separable paper label or, where required by authorities having jurisdiction, imprint on surfaces of materials that Aill be concealed from view after ' installation. 1.6 DELIVERY, STORAGE, AND HANDLING A. Do not deliver woodwork until painting and similar operations that could damage r''a� rat•^ .. woodwork have been completed in installation areas. If woodwork must be stored in g tJ other than installation areas, store only in areas where environmental conditions comply with requirements specified in Project Conditions Article. 1.7 PROJECT CONDITIONS A. Environmental Limitations: Do not deliver or install woodwork until building is enclosed, wet work is complete, and HVAC system is operating and maintaining temperature and relative humidity at occupancy levels during the remainder of the �,+ ;�;Wik, construction period. B. Field Measurements: Where woodwork is indicated to fit to other construction, verify }f%ly/f dimensions of other construction by field measurements before fabrication and indicate measurements on Shop Drawings. Coordinate fabrication schedule with ' construction progress to avoid delaying the Work. '.'.� 1. Locate concealed framing, blocking, and reinforcements that support woodwork by field measurements before being enclosed and indicate measurements on Shoprr� Drawings. } , •;•. 1.8 COORDINATION A. Coordinate sizes and locations of framing, blocking, furring,reinforcements, and other related units of Work specified in other Sections to ensure that interior architectural ii•' "` `` :r, r woodwork can be supported and installed as indicated. PART 2 PRODUCTS ? f s;+ y u q N1<f y(ittt .' 2.1 MATERIALS A. General: Provide materials that comply with requirements of the AWI quality S+ standard for each type of woodwork and quality grade specified, unless otherwise indicated. ,�` yt{:;14r,' C5-4199-00 06402 - 3 INTERIOR ARCIHTECTURAL :u `R RO— 3/19/01 WOODWORK '[.A;*,t. NWWtF+RR ,we ;y,1 _ 1`J,`Y��7yr}.t N:;S>�tF.„,4'•��,l.E>';1�+'.+ir;,',+:'.� t�p,': q. •4� t,.+,•n• a�F,grena'tfW�.h)p w.�!x ..i. Y r. t, "^t„w"„+•!aw+,+u%wWtnp'l/fT+F'fAUAsi.t�m.aTN!u^" ,,� 1 °,t_5.�'S}.i?'.1"?,;!.t•:�r...,.,1 7!7 7 77+7ik 7 M wA7nw�w�>,-xwrr,+v.!ur7�4.(�>•�,.t t:tt�t��4.s�r7;r7�.r��7,q'fry�!..�y•+�+'�.='}fn..�''�Q'�.5..o s.l}x�t{',.r ..' }(a, Srx 17 :,:r. �1.Fy>f:,; y i .ta is`t. ;*, , ',:^ :s }<.\ 'a't`.,'1,� ..5�. y t1:r..4Y.at Gx •'2 l :�.,/ s,. .rS. ,i !t f41 r T.t• ,}. t .:kl,.•.f'ti:f'"...v:,..>, j 1'vY� q 1,�:M,`�•2•, +. it•:7 5 t, u'� t. 1. a�jt :..a t ,.1.). i 't".t1 tir. 5 } .�i.}.,1 j::lO+vJa; •,,, 4t tr: �'t tS7 r+. t r` 7. , t +, 1 t. r +t Ii, 'd,,:r...r,. j;f Sr '.,"L''. ,r '(?:. _t, ,,t:•.via a♦ �ya.•h�, ,�, ,ti .ir. i (JJ��f'A♦+{ xvvf,;5 S! ].. +Y• :t ,>, r 2 c y t r t t. .`�, i t t y 1 1 li,;r ,f;3 i c c .?,�:• ,?>; t��5/+,`�,;�,t��?R�Z•tb�,. ..a 11•,'•`t+r.��' „� IS.3,r•'�:4it� :{ Y:1 f r , , t �.j .Y, ,� '.(ij (y i. r .Y?` {1' ,, � f .4 r...}t{�,._ � 1hr^:.r,Y`.k.c:�'R.� �,{:r��{j1.',.} St r, ;i +r 1} .7 i Jt5 .} y ti: i.. g., 3 r _ , � ,,:t` 3 ,,of .{ 5 ,it S• �.d�t>x � •14 ,.1 ✓ .,�5 tr r,, � It .; s�,' .,t.- . z,tr' t„ ) t�sa'; .y �. '�;.a:?.. •+ .''ci+;yr � 1�'�f, ,Ah.•Yt i}I��,. .�Tt�i.�.1. t ,:� x 1 Pty r.�r,.t ,rt,°t. 1. i.. .. e .s P+11 .:✓'E .�J •da;�t•ttj{$,,.� yC�� LKv�p,�ilit, d v' s. v 4'. J+ t :t i . . J 'v d. s'S ft iEt,{i R .Y3 •i{iy l�7k,,A I �,,'�li, �:. In y r ,w?�...u.e,nwrr,.r.. r,v.+r+.,r.ri.+...,y,,.,,r-wn.......;-... :.-.... •. r+,.«uwn•�u.•,+,ar..........:.......+».i....�., .:.(, �.1.._w:w:bLSU9Utlp�i� �}�jh!�� 1 rr w FNttWvi�mucAw4a+�m,«..+.wWt.,r..�:..........: .. , .. .•.,. ,.........,,wr. .. ,•}nt (r�r22�t,�,+ r i}f3,,. tAY Jjtr Sj:. F WA'T'ER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI .351J 5:1 ,i J , t B. Wood Products: Comply with the following: 1. F r.; f: j. � 4 . Hardboard: AHA A135.4. .:' :.zt•, .. y en um- e . 2 Medium-Density Fiberboard: ANSI A2082 � ,a 3. Particleboard: ANSI A208.1, Grade M-2. j 4. Softwood Plywood: DOC PS 1. S. Hardwood Plywood and Face Veneers: HPVA HP-1. � `•s.;"'t, } ;,.; C. Thermoset Decorative Overlay: Particleboard complying with ANSI A208.1 Grade M-2, or medium-density fiberboard complying with ANSI A208.2, Grade MD, r mall y fused, melamine-impregnated decorative a er complying with surface of then V 'a with LMA SAT-1. ` F�� .� D. Clear Tempered Float Glass for Doors: ASTM C 1048, Kind FT, Condition A i,d' '.5, �Y;,• . j Type I, Class 1 Quality q3; manufactured by horizontal (roller hearth) process, with exposed edges seamed before tempering, 6 mm thick,unless otherwise indicated. E. High-Pressure Decorative Laminate: NEMA LD 3, grades as indicated or if not { ';"a":3�'`< ;::''• r; indicated, as required by woodwork quality standard. rl 1. Manufacturer: Subject to compliance with requirements, provide high-pressure 'y 1 r,yNCy}'A;tn�yL'y.. decorative laminates by one of the following: `"y a. Formica Corporation. ,G Gs b. International Paper. C. Laminart. d. Pionite Decorative Surfaces. e. Westinghouse Electric Corp.; Specialty Products Div. f. Wilsonart International; Div. of Premark International,Inc. g, .�, �.I Abet Larninati ._I h. Or Equal t j Ali^:'f"N F. Adhesive for Bonding Plastic Laminate: Urea formaldehyde. ' VV G. Solid-Surfacing Material: Homogeneous solid sheets of filled plastic resin complying with material and performance requirements in ANSI 2124.3, for Type 5 or Type 6, without a precoated finish. 1. Available Products: Subject to compliance with requirements, products that may ,., 'j be incorporated into the Work include but are not limited to,the following: t�, ,;;i ��' ,v i iat a. Corian; DuPont Polymers. Ell b. Surell; Formica Corporation. ;% C. Fountainhead; International Paper,Decorative Products Div. ' d. Swanstone; Swan Corporation(The). '7 `y e. Gibraltar; Wilsonart International,Div. of Premark International, Inc. ..Hal 'f C5-4199-00 06402 -4 INTERIOR ARCHITECTURAL RO--3/19/01 WOODWORK j Jr'.pi gj/('(f(i �.,r.,•-'-r t r —'3771"^,.,-..^.'C"r". �,t .,t: :� �tf�'�`/pt, y, 7 �'.i ? 1 art .i t, !.�Y��, �c. f..�r f;;'[1 ":;Fr-;7t;;,:t„ '.""""'I.K�^ !r`"} r j;::y r :(t ' H a. 1..• t ,Z 1.at ,,i ,riA t,£..S ?� SS�� ,:Ell , ttY ",,i 'i�'{ S s.l M�, y yJ✓• .Y..r.. .y; et.�`. ' .,t: 'rt .s i '+ i.t t: 1 v ,s S .;p`i t; �1 v�r« Y., +,%;�•.a��'.� c!1 ��, 1 �'S�� '$3' �; F' '%her.5y.r^Ai�r•'1.1;!`.,?3 .�i.".' r.''?•+' t'a.,.� :r 1 i.:,,r.N.:,': 1 �' t .t..' :y''Ji. �` t r i ,r:$. s,E:l�At? ,Y 1,��ti ,�r.,rr • " 'ia'`�'�, rY�-,��` . ,t,S�„rS'1':F.�.i- ti.!/:1+{.:/,, Y' S�J7,`.rc �'t .Gt tr 'y 7 �r, ii' z- t .t• �t:i>rr �..1;.{ r .E,.2, .�,;�iy:f•,;,,Yr f''z!)i+. A�„ < � '�'+� .U� .*l,y�•��.}.,,1 rt..,yr7. Sin, t�.y i+"t{,t } 4.n ay, .i iy .1 y. .i , v + J ',{:5. +,s,. `r.Vl ,t"gu''w`i1{z'a�.,:ft�. y'4 'l ,;t tr4�l.Q,4:+Yr�s.�� S� '� •wy� t 4Ff �:`^ z'•:' t' .,Y, iti ;.f1 } y1.- S ,�tr'�{, '�4'r"Saf! "�ti:(� .,v$ii,r •iSl:,wyt s,','.,,,h,,.,..� },;t i� r7:. ,t.:ir?� t' }k !+'rrt �r,Sy 1a.n t '4 t i�'..a',r•.(,.4 :.,ir,,. 1. ._v f-�"�r 4,'6.1.1 t ) �C.. 'Zit>' '{ j A. �1� ��,, �vh}�1:` Y 1.�F J F' �. �' •:r I.Yt.f r. rl+ 1 :if'+ i,;' f.. Y' H .{•.Y,.1 ..rh' F:(;}-t::i.te2`e�t:.l,�. i ,ii��.1 ''y'�� f*y4.i�< aF.M Yi,t �.'� �'1�'yqi R}„'` .�. 7{. :`ty`ttf Nl. �y;. [e '' �.' 4..}: t-0� S'. t. .,Y. .�. t�.•r �'�! 7 ..t�?1r. 1 �iA�:''�`ii, St�yr7,.y4 r4 .if•..'�{3�t K 5E ,�y;}} `1. .,'.'(r,.5ri'"?'j, > Sr t j.,�,.S,i. S < ' ,1, , { , F �,i-.,1. .,>". r.4• ,t ti r, �• d i i �. r,. .,t:C�{i �e>i :�" .•v•> �•. d'�Sv�1,.r; '', r�. ,.�..�„ ...�. 4 t;� 1.,1<(.xg, •a:» ] { k.;.,t,• ,.t •v h f.. a.. e.� r :7. :.,�,:tX{' ',"•n-,.S r% {)„��"'1t.,1,�,,� �' ..t�, ,Jib Zj;}'"'tic .1':f�r rrlr,.t. ,d+. r"� f t n `,/ t �t :,v:•^; vt4 ,t. a; f1 c t t .I S.�t .,t r i.s.;, ”.{X�.' y,A'w h i. 't"a'' j S� � .i i f } .�,�',��x!:�it �1{y i .�' f .r ,�t }:t r t. ,N .r .'' .f i r s vi f �r. ,r+"�'i?::I• .,t 7rr :t�` i - 4,F1 �R •i* .i { .'� h' �. `.e'.:t,'t!1:��'; �� ' .�, ' } .7 t.. r t, f. x. ,+, x ,�;��y0x��b,.a. `��•,.x �+ �',r t4F..,.{.r? - n , .aS, !, t a 1 t,%.t` �,%! ,f, t'+ t :l si 5 t .: r !r �'t'.,2<; 'iiTPr3'7rS'!'{a I;,f?7 .: "r •+r •, f'� v i, r.i krf .fi 55 t' :t ?; it ,7 f , t t~ r ,fy,, 4r•� rt tr..e �c,�5 y,{r..41,. � ,c4+S r �1 'r. n t `.i 'i i } b 1 t )�'S Y}:• .h'r,'.'..Y: .,+`r� ,�� .r ( 1� ,1 ;.r. •.3 :'s: v i z r .vS} t a��y�� ;P rt�, ,'�,�' k s 1r $•. .. v - 4 iS; t r`: 7�i+ 4 "ii+.S � � �F r i Svr� t.J;�. , yy �3,t� •,�6S t i �i i s { rj }t�}•tags`gfli7t ` �a xSf +•ye 4 k fi �1:"•<. t c ` 't f t I1ff,, S r t{lXaygty+{xY r ', .w...w..,.rvHarsia+vnn+i.N9'n.u.�....<..a.e.....i{ ....,....;: .... .............,t r alt:i!^.:�.. ...r,.:.v. ..: ...... ...:.....,.. ...._.... ! t f 1: J r 1 '� rJ'lh14k �r { WA17ER POLLUTION CONTROL FACILITY EXPANSION fl CITY OF JEFFERSON,MISSOURI 'F.rg 2.2 CABINET HARDWARE AND ACCESSORIES A. General: Provide cabinet hardware and accessory materials associated with architectural cabinets. «•� B. Hardware Standard: Comply with BHMA Al 56.9 for items indicated by referencing BHMA numbers or items referenced to this standard. C. Butt Hinges: 2-3/4-inch 5-knuckle steel hinges made from 0.095-inch thick metal, and as follows: � r';•.: 1. Semiconcealed Hinges for Flush Doors: BHMA A156.9, 1301361. „}a t;t��•�NiiX�^;�riii?;.i' 2. Semiconcealed Hinges for Overlay Doors: BHMA A156.9, 801521. t F D. Frameless Concealed Hinges (European Type): BHMA A156.9, B01602, 100 135 170 degrees of opening, self-closing. '` L E. Back-Mounted Pulls: BHMA A 156.9, B02011. ! F. Wire Pulls: Back mounted, 4 inches (100 mm) long, 5/16 inches in diameter 5 inches long, 2-1/2 inches deep, and 5/16 inches in diameter. ;t G. Catches: Magnetic catches,BHMA A1569 B03141 . , . � r H. Adjustable Shelf Standards and Supports: BHMA A156.9, B04071; with shelf rests, B0408 1. I. Shelf Rests: BHMA A156.9, B04013. J. Exposed Hardware Finishes: For exposed hardware, provide finish that complies with '�1 BHMA A156.18 for BHMA finish number indicated. iy. I.t 1. Satin Chromium Plated: BHMA 626 for brass or bronze base; BHMA 652 for E kr steel base. K. For concealed hardware, provide manufacturers standard finish that complies with ;...1 „J product class requirements in BHMA A156.9. ^''`3 '''' 2.3 INSTALLATION MATERIALS �ilt h 1. A. Anchors: Select material, type, size, and finish required for each substrate for secure anchorage. Provide nonferrous-metal or hot-dip galvanized anchors and inserts on t stCa V ft inside face of exterior walls and elsewhere as required for corrosion resistance. ",rkrr�'iM` Provide toothed-steel or lead expansion sleeves for drilled-in-place anchors. 5;7t`�";'r C54199-00 06402 - 5 INTERIOR ARCHITECTURAL + k M WOODWORK RO—3/19/01 ' +.wi'P. s n»w wr.+..r•-r-•.r�} iYyx �'4 s 'i•'.,; :I,I y r. r'��t • 1, i •±*'r wmrgkrn+,t �ax ewe .r^ y ri 7'-.!'.it'•.� r 1 'h?i��>l J lj "{"'7t•1 7'r `�«,. •v ,�j' ,}.„1,.f4! JE i „S,. y ,:t;r; "Cy"�i t, .i, .}. .,, ,rj, ,;, 'f 1. r .? ,' i b�..a ^1,.r^.� ( .y!;'•. fire��'' a. ,;�',,..;r. Y{t >. ;,Y;,r1s ,{,f"}I.. �1',i +raiFF �` "��:'.1 r" 't I, I J � i. ? ..Y. :.S` r f t ` s.. .f'Z�la Y;.ti iE,9� l,z;e,};r �,�,�tt# b 'Y•'±� c'1. .� r} `�ri.:t� 'J 1��• '.�. !, �... rs 'r � r J', l ,� I i { x 14; ,,:�dr,r�St.''4;,��, Mir 95`Ar,�::.•s., �f 1 k t �3• .S "t"' y �p5,;+,,,n�.,.r^•i�'iS .i}ZZ.s�w.,�:.'( .�,.,a J', .J '.1 t.Y t ,.f y.: t ..I,! 1 i i ^ + -t;,. ..t .'a..`��,•t, j•;,r} �5��1'. yrl, ,ld4it:::.:�" � ��+i 3.(Pr�?, i';t-'l.]•Sr•1?"St':^�' � ,c.`il t f, t :< ') �;. Y .ISde'. `*1,, t a i '.1 .�y'• ,V.r>:.{�Ij>_ .f,'< ti t.i-.t� al. rAft`�r .6 t. .cA, .tl t t §y rt k' t•' r � (t :t^ i '�'F .�� ) x12,1. }1«rt tlJ ;:f, ,„- � iA : �, {t •:q,; } :^' z �.,. �,' , .. I,.. - , 1 ' I .��:', Yt� t kl e9 t J :�r$. �•. f1 r•yr ,�Cjtr �'� J r , S>, .t� r :5.. t .. s t. L' r f.17{ t�,flf•1rlr Y ? !' i..:, i ,t ,.., S ._ v �.t �.�Y f r. � ��'t i'��T t s}4 tti•94,:`a , t. L 4 S .� i...•.: ..,.: t. . t t'i. , bi lYy+'��,' S;;t ov ..MeKI.WY('Nr�vW .iNN..M1WetwJ.'f•w%+wr.r�......,..,.n.....'.. I ., -r n.t n..\.tlf•.hf.r' " t,1 Y r ,t 1 f { f 7 t. WATER POLLUTION CONTROL FACMITYY EXPANSION CITY OF JEFFERSON,MISSOURI 2.4 FABRICATION, GENERAL A. Interior Woodwork Grade: Provide Custom grade interior woodwork complying with the referenced quality standard. C C i Wood M W B. 000sture Content: Comply i p y with requirements of referenced quality standard for wood moisture content in relation to ambient relative humidity during fabrication �' 1 and in installation areas. ,t � .�`•� r'., C. Fabricate woodwork to dimensions, profiles, and details indicated. Ease edges to radius indicated for the following: t��t�4^�ttttttttlw r,:ti�ft 1. Corners of Cabinets and Edges of Solid-Wood (Lumber) Members and Rails i 1/16 inch(1.5 mm). D. Complete fa brication, including assembly, finishing, an d hardware application to maximum extent possible, before shipment to Project site. Disassemble components + only as necessary for shipment and installation. Where necessary for fitting at site, ji.ti'• .;,f ft,;;. provide ample allowance for scribing, trimming, and fitting. E. Shop cut openings, to maximum extent possible, to receive hardware, a pp liances V; plumbing plumbing fixtures,, electrical work, and similar items. Locate openings accurately and ,��N�t,j✓w�•5.�,�,,,. �'� use templates or roughing-in diagrams to produce accurately sized and shaped t='t`;",.a+.l ;:r:,t. . ; :;k:', :• G openings. Sand edges of cutouts t o remove splinters and burrs. M�7`,,.'. 'k°' ' :'}i`rj• 1. Seal edges of openings in countertops with a coat of varnish. �'�� `�><''�r°�, ;".;�x�•�; . f et,� ..ty St't,�^•j�i•1�,t W}iil+t,t• • F. Install g lass to comply with a pp licable requirements in Division 8 Section t �,�`•;��,,,�;,.i,f.{�f,,_� and in GANA's "Glazing Manual. For glass in wood frames, secure glass with removable stops. � s S ��,?G; 2.5 PLASTIC-LAMINATE CABINETS A. Quality Standard: Comply with AWI Section 400 requirements for laminate cabinets. B. Grade: Custom. ,1,;�z IT C. Laminate Cladding for Exposed Surfaces: High-pressure decorative laminate complying with the following requirements: Eta ` " isitfl:3 1. Horizontal Surfaces Other Than Tops: HGS. « 2. Postformed Surfaces: HGP. 37 k5et� 3. Vertical Surfaces and Shelving: HGS. " „'x: 4. Edges: HGS PVC tape, 0.018-inch minimum thickness, matching laminate in � o color, pattern, and finish. "K U' " C5-4199-00 06402 - 6 INTERIOR ARCHITECTURAL RO—3/19/01 WOODWORK '!I U � ;'�4�.`�,.�,t� r, i �r .4?. TR'°..y�}p�,W.tR+�ft+'f�4tt �+e,w � t,' �.r^^ :.»wrnffttK aaat �rttt�M�,?,,n!".^"'^ r` i. � .^„^•t^•»,^'r f.,..,,r.{, �t•}. 9 i §"'�IX�.$ c a•i tt t ?Y t ' if ?+ y.•' }:•t' r+ r .'s tt f r .t.i .. a Y 'r: 7., .r,F�.;'-i in. , NMI- 0I I{, ,•6 •'(•a q �. i �i1y. i ,.1 # � t C t >4 1 •t'lY'It C14 ;� f� ,� F 9'G�..i,�f':,!d`ri ,y �t y `, .SSir�tl!rE��',5'i+l�r �i} .`{*'�' .,(ft k7 fy: .{t, ' � .t' t t i' j.4� ,x r ..# I” t {•.i.i { � S 5`'tt t?''��tt t'i ti, , ., ^ t r![}2 r t� ...,Zr ! 7 7 f°;1 ti •� ^r , 't tf l,i t 3 5 ft ;Y #7f if. �$/t .1 r! t ti. . 4 }S.! '.: .{•i � �,Y l '.s '� }. f Si':� 7' f t , 3,rr� 7 DIP . vr�) .it'�. 4y t R �1 .•,. .r 1:1 li. i r t �U¢1.�`�' ^ �h ,(.iJ. -:fit`;:,tt., ..lyi n��T ,{ t s +. 1 ,t' i5? .� iJlr ✓ � c x r7 ii��t� xl 3 .✓,d'1`ri s�I. cHai{3')� t..r'Ir t F' I, '' +'i� ti s t ! t `,`.r ; t,[ �.r..,J.t y{•�d:.t�F S'ir y� ?:`'� .,..�. ..r. Wwva.nr:-«t,nw,,.,, r 5� WATER POLLUTION CONTROL FACILITY EXPANSION l 1 CITY OF JEFFERSON,MISSOURI t kh D. Colors, Patterns, and Finishes: Provide materials and products that result in colors and b textures of exposed laminate surfaces complying with the following requirements: 1. Plastic Laminate- 1: a. Manufacturer: Abet Laminati. ' b. Color: No. 909. ' pp ..� � C. Finish: Lucida. d. Vertical Surfaces. 2.6 SOLID-SURFACING-MATERIAL COUNTERTOPS { A. Quality Standard: Comply with AWI Section 400 requirements for countertops. V' T� r.` ' B. Grade: Custom. f tar�ffx4 s' , C. Colors, Patterns, and Finishes: Provide materials and products that result in colors of 1 solid-surfacing material complying with the following requirements: 1. Solid Surface— 1 a. Manufacturer: Fountainhead + b. Color No: FM-3-4 „i„ C. Color Name: Galaxy Blue Matrixtwrf cl`` d. Thickness: 1/2" D. Fabricate tops in one piece with shop-applied backsplashes and edges, unless otherwise indicated. Comply with solid-surfacing-material manufacturer's written fF.t!ti 7AF#t{�l f`Y} t S ' recommendations for adhesives, sealers,fabrication, and finishing. l U r. r E. Drill holes in countertops for plumbing fittings and soap dispensers in shop. j ,` ��`' PART 3 EXECUTION ;r`"i •*z A 3.1 PREPARATION A. Condition woodwork to average prevailing humidity conditions in installation areas before installation. `�'• +;��`.��;;' . + B. Before installing architectural woodwork, examine shop-fabricated work for completion and complete work as required, including removal of packing and7i. �i 't, backpriming. rlf�' ,:,; k C54199-00 06402 -7 INTERIOR ARCHITECTURAL ✓'"'+ RO —3/19/01 WOODWORK �. t n�?!h!p+'""'y'x;'r?",:ay.-r'.ry.-�..';"MS`' r .s.MF 4 ,r. r✓,r :r).� ,J 1.r' 1 .4.. s ) .i7 ��.;'arj1;';�r:,. C' :tJj,k�Y '; ,tt :l t�4 JS i,'I II"ir}'i`+• {7 _� t I m,, t s) '{!J" =i: .tf l r. t '71 .j [x: Jt, ..,5 [^1 , I , .f. tt� ri+'•'F a4 +. Ax..l.`r;I.'•.-.S.i��%t 1:'i�Yt :� C' '�` K:t f��•'<.�,v 'r:in.t it. r� "�J 'v. .7 :t,. 11 ✓ �•,t':.} v j ''_l;t �i� .t;.l: r �i., r.s-.. ,;•,,�I'�•. �t .:,�; �, ' ;r;y4.v t: r:Yn ,$�,,N.Y ,k. Jrf IS1' f. a(} ,[5:. I. ,.I4. Y ly,, f -F,. '�rf r'. ?'.,+^�k,.4 .,•c�.l' t.,. .J,i�r.. �1 ;�f°. ��i. •�' b ;i ��,.•,,�k, o- ti .,_�.i zL' +F+)1{.,qi. ..•�,,.. � r;"- '`i lt, ., . 1 r'..z v . ;' t t+.l >>:r:l �3:� �-1>�:. tr.� ,fi <�• .r .�, �� r'Y,;.' ` s�, `;'. s . ..i Pk-'s jr b„ t.. .'fi, t u. 1 ;r.. . o .. ;. e:. ` 't. ✓{,>�'.,;',."y .1,:,1„rY ;.r, 4 K>.,1 1,,1. N.i'•' h l:. .('� ✓ v 7,r+ir.. ;�.:t�J :?.hv. Y i.,4. f i ,:la '1' ,.a:ti� ((,x .y :{ #;+ 'a`-1.'td•., � ., ✓tf?t.';.} ,i l,. 1 , .1 't 1 l, k 1 I �, 1� t) ,.'�; ,L., ;�;;r;' �;�a � ti'•r NI :F r' .#; ? !1' l,d ..1 •.,+y,. .,ar. .r<. {'. {.:tl. c ,i';? 2 .}. .t. ;.3 Jx L' i. 1 •t a ..t '>i� '.1. ,.�`a,'� (r ,�' F 'S. �`,t; ,!' ;:�.`s'r;;�.5rr,.,. :.i`tiy°�'�'. ,•,, r t, r. r. F >az t ;,:., ,1). , s.;Y ( r:{{``ii;,.•t s ,! '`t� r,s 3. I#�''';� .k .is�S +X�,r'�;,i�'f�.+ t 1' (;,1., a 't is' v r, r: 'r y t,�': :t.`t`'+{'tc'',f •.�", t�,{u' .i "r4 .y,^"+� t/ f ,t� t ;� •`�?rt *�=k'!r�' 'r� ,jai i �}.,::.r�, .,{fi,r. :r. t f}C tr:. ,.}Z,, S�.�,.?,i`, i ,t),..�..��Ittr'4ri .$�t" ;iI�Y.,., ��,r,ra, tt .+ fir: �ly�d�.�•+i!„.2K:'i. .{t':4(( '', t.. r,`:."f;FiJ .) �it �$ 1. t .i.: r-,,y�� +i •:r.. y ;,r •Z"+','-:+a �y h ,a, 1,5>;r.s:'�'! r'rKtvj Ji;,�l. .1�'..,,:,, r, .j`,V 'a:i '4t ssV 3, I toy .p.l >i} �fi.. E f: ,l�.i:•'r(y .a' ) ,t,�. i i tllrl:rk 1.,..Sr.1t.'�J�}{,',.x.�p r„y'' 9/. '��.,4L v1 I•t:J. .t:a'..{ ,. �r, ,i,+:1;':ifi' .},';3., t�'.1 is.:�'.' '.� t i' >I :c; :rLr+t l'. ;,.$ .�,�•x,l i,,ta' ,111�,F �,.'+' �eo,-' 1? , i'i'. ,F • y}'� xia' Y ♦,h,+.--.r•.x.,t^.rA,,'YS ,,' ';.i:� `�1 t:. ,.�,r�,.. 1 .�;' s 't. r..:i }`•i'si{ tl..ir<.,,krt.,,1fLF.., •r,.,,t,t?. •Eri, .�i,t"!'srl;..� pi�t��i .�,t y+`t'r:;4'.'��":r: ,q � ;*�.� •'„.�,': ;.� � f ti 1'•, r!� ,� a' `I'i`A�.",9i trc'},dfu�,a -:'t"'1;�,' � #.p.:1.1G #I`,�;,La,.r�:Tt:..l' G^'(.3 ,ys''t': a,� ,f'' S #�,n 3. , jf t1r. `f i;l'r ,,i 1 (:r rl 1'If, 1' j �xT. .1�,,,1t ,,N,,��,,,t`�tr:'Sx.F.C.�Gi'1`jr ,�,Jti'.�• q�y .it t+.'i 1�'. 1{; ,;? ;t, 9 ,t i��!� tir � t ,. '� .�5 ,r.l,•i S.;.:J�1 .t�,l L�:::t ';,4ft�,:7r'af�:i�`K'i.�'��}�?�� . 4} ' 1 ' i}t S t3 { Ft! s{ .t 1 r, •.r .. .. .. t f i.,�..:! 4f rk ` .`r f'�PUf }�,t `.M, �At`t . ++Mnii<M Mir.�,M:1rtii.b.«..�,w....n,..r., w........ ...,.....,w ..'o.m .,,.1h,,, , ,. , ,,.,, ,.,.., .. ....... ..r•.r �.+. .e..,- ,...,,.. .. 1. ..._.....+....,«w»n+bMQMi �'�'ir,t�'r{! � J,t'+ WATER POLLUTION CONTROL FACILITY EXPANSION n CITY OF JEFFERSON,MISSOURI ' 3.2 INSTALLATION .....' A. Quality Standard: Install woodwork to comply with AWI Section 1700 for the same - `•t grade specifies) in Part 2 of this Section for type of woodwork involved, B. Install woodwork level, plumb, true, and straight. Shim as required with concealed ?w shims. Install level and 1 p umb (including tops) t of 1/8 inch in o a tolerance 96 inches (3 mm in 2400 mm). C. Scribe and cut woodwork to fit adjoining work, and refinish cut surfaces and repair damaged finish at cuts. D. Fire-Retardant-Treated Wood: Handle, store, and install fire-retardant-treated wood to ,�:�•,,,'^,,, ,r,:,; , .,r. comply with recommendations of chemical treatment manufacturer, including those .15,��' for adhesives used to install woodwork. E. Anchor woodwork to anchors or blocking built in or directly attached to substrates. Secure with countersunk, concealed fasteners and blind nailing as required for complete installation. Use fine finishing nails or finishing screws for exposed = ? ry fastening, countersunk and. filled flush with woodwork and matching final finish if transparent finish is indicated. F. Cabinets: Install with drawers �''~ ?"ai,•. out distortion so doors and fit openings properly and are �,��,:;�, accurate) aligned. y g e o center doors and draw s and t `�� ,S`�•:�,.. Adjust hardware t drawers in opening o -' r, ''�a„```�<�<`''��'`{�� •'' provide unencumbered operati installation of :;:k''';'•3%=t=` p on. Complete i st hardware and accessory ti a' items as indicated. l 1. Install cabinets with no more than 1/8 inch in 96-inch (3 mm in 2400-min) sag, bow, or other variation from a straight line. 2. Maintain veneer sequence matching of cabinets with transparent finish. 3. Fasten wall cabinets th `' "�'" rough back, near top and bottom, at ends and not more than 16 inches o.e. G. Countertops: Anchor securely by screwing through corner blocks of base cabinets or other supports into underside pp of countertop. i,?,?,, '',�k�`r'��;�',��,=wtigy�•;;.: ;. 1. Align adjacent solid-surfacing-material countertops and form seams to comply P with manufacturer's written recommendations using adhesive in color to match countertop. Carefully dress joints smooth remove surface scratches and clean entire surface. ',' `` 2. Install countertops with no more than 1/8 inch in 96-inch sag, bow, or other variation from a straight line. 3. Caulk space between backs lash and wall with sealant specified in Division 7 Section "Joint Sealants.” C54199-00 06402 - 8 INTERIOR ARCHITECTURAL ; RO—3/19/01 WOODWORKi " } ` 4�" '( '•'::e: {.:•.��r' .i..'.�.u"^M! 57MMyrt!!fi!v!u�W srtw.IN,CA1fMr(Y, S!.:q 7H!VM,ww.Tw!!!'"" ? o.'^ !.^,± ,".^^(T,r`.r,;n.�• 8� k:r,.<{ I'�^'''�'!}�1,�'�yk,r'F ft's ''I�� t Sfv t,�;�zr.M1 �y �.� � ., r , � ,� rt�t.tl.ell �t{,':.f}.Y.�t��h','•.;l'r,`�t"1^.i. .�{. 5�'��.. \ �t'�y �..{{ ;::trl;'t i .d :Yls.t ! ' ` t ''-'>,<r'-.` e..t,�!..;.C',t.r i'��tilt,�•vt{. ;�7. •' 'r ,�'�/', :t :11s.. e e•zv .t,•. .,G;3 t:.P c �,` } r r .a F1< }4r:', f�' ,t> u3 t t , }fj,}, , 4 y, t{at 1 •i tt t. 1 =t a S s�ia pt-`t �t r' n y� � .4j�u,��',.,1'(i.r •r¢tt�i, r r � .,^ 7 s� r y. .� .7.}';•,r,tr;, ti.�•t})}�1'a�• +,�y, y !'''�f` eY{r}. .�9? y_ ,,t��'P�",� Y.s t' � .lt.s. !• t ' '' .J /,rr�✓. ' Sr �-°i {4f.'�l t ti •y yi' {. YF {� .>:' t `1 ' !" r. t ''s. .s {!.t,�,`t t�er! t f'g.t• �'yijSrT`�l''•hk"�n,�+, �� t + ,I ,,. 'tt,�,h r, t �. ,c:��y�tf," �a.•v t �� .frttLi fe�i •t 1 r. t , .� > t �.tl�i t�f{,�(' �?yis rLlY 1444 Yryr'F��ba, ai jt}T i,, ,F. i? ,• t r t.' .,1 F �+, .t J a' � ' 1 t f ka `.f� �'��r,�1��1Si::�ti j�' ,.p 'r�'•t i tt,��"�4' •��1. � � .n;'�°�.}t,:�(��[ .�1�i,93tj�; } i .t ..y .j 'u .s.. ..:.,: �,t. tr. w� _�y y 1� is�'�4 :�. ?�' Y� .�,.fr__��-.y�^.-..5�'.yF'Y4�.#' � c'�r t f NXi Fy t �rA4�`''f'i .t stf,y�1��.J�, lta - '.hr S�ik',,;;. .'SL Yd yi nL"' tot�'�.". ¢ ter+Lfr �Yh d�^�y1, 'y !, t r !e`t( > r 't� �1 N { � 7� � by �'Nd i� { �("t' '� `��IP � r ty !�i(fl..+'�'i {,' :4;.Yj�r{t ata( {` F7 •,t�'w.y., pp,,��5 fi•.��+ Y )t AA P ..� { t 4 t tt t � h y t t �� ' f.L x q"C�< ,,"{titlyrvlta::4�."Ir,•��Cr •rjY.111eS 1� tiS'.•+1 T5'F �j „X t.t t.t r .:t .'i. ith(y(S fs"tW 1 � ), 44,i,,��;lf' �tt�� f}t2. ;i .' ' ; ,,i�' k� ,��,yy�, 'y';++5�.'"Lik'��'�`>:��`��f.s;`tFA'+;�iJ,.��F'��i �l>rYr#r;?' .� t .�t p� rFf y: T ,.r;?. f7r ',�i'.`s}tv�t��j�t" •��i.t t`.�{�+'� ��a�Kn�. } p P�.. �n.er',+w.. .,?.,.., ,��..��i 2,.{a„ >ta�'d't �.Yv.�w�t:uL:a�i•�15i�.`iMjr�i} Jidtli.�r��`ii�k�" r'.t i ,tint , WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,NIISSOURI g�`#.iU;�:'.•. ;fir , i, t!k 3.3 ADJUSTING AND CLEANING ; i r t � � t A. Repair damaged and defective woodwork, where possible, to eliminate functional and y visual defects; where not possible to repair, replace woodwork. Adjust joinery for V, t3 uniform appearance. s.'4 jtr B. Clean, lubricate, and adjust hardware. �y ,:'• ;; C. Clean woodwork on exposed and semiexposed surfaces. Touch up shop-applied finishes to restore damaged or soiled areas. � i END OF SECTION 06402 M f; 4, tt �: a r ass 1 e�rpT C54199-00 06402 - 9 INTERIOR ARCHITECTURAL ';� RO—3/19/01 WOODWORK 'j' e i p�, ia, lv t � 'il9'�,'!��,..1s �:r::•r ''WiY?I r — 6aaF<a� ,'� v'r.a ,t C. • a 'µ5 �' ,•�',+ ;;d`'�i �� r y i�Ry+ �g�tst ty,»{.� r��a��,.�r ! ,;{{p r �{ ✓ fix' Tfn:'t��i r 35 `K'T �� ?+n '& �t'��E 4;��s17��7k��ti�`UY i1�'i+«�'4'�.T�,,,��."a'`+Jtff'� � t.vS s��t, ,�?�( �,'a ,�ar;F ,4'�''�,'� ! {�jr r. iI s�.F�F: ,,�,�f pv x X.*Ck 4 x,�tt•r�;,}'�x`�5y�``�"',��i^`��f'f�? �; y�.", . _` ,€ r*i` jF,"ly'..•y,'t r;h�'pY.�� f t`'3:-�.1`t"•.":n vy t'ar F�, �+fJp�r�a,�f�, ��..3 { .,M^. it 7 s tic�`��!dct.+ � t � ,f{ 9 V{a;FN��r sn .(:�✓a..N��r2! }'`r... T, ,(,St?:.n''r.�";i ,�.ut,aat.�t•.',9 :�;T,.,s;.t t'..,p'"'ii lYP h"� tom✓t ,F.1, i,'�1 a. ., � ✓". ?;;��'.e'•t �{t,r �~ t,� t u�t� �f:;+. d is+,.1'3r,•-Pt`�,, ."t,4,.t,i7,y, Y' .t`. ;¢+' .rni`�� a,7{,.�`p"1!�' �., t t,� ,;.{ (,t..f. i F; :•z'f{. .1S n�'l F 5 A'' �s `+' �''c' ^,i { i' tS s <, { f, w• �. j! � i1 V..,....,•..,.. INV ! WATER POLLUTION CONTROL FACILITY ENPANSION CITY OF JEFFERSON, MISSOURI �jw... SECTION 0742 -ALUMINUM COMPOSITE PANEL SYSTEM PART 1 - GENERAL ? 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract including General and Supplementary Conditions and Division 1 Specification Sections, apply to this . � ,t'',' Section. 1.2 SUMMARY �'�' ; �,�41 7n A. Aluminum faced composite panels with mounting system. Panel mounting system eY including anchorages, shims, furring, fasteners, gaskets and sealants, related flashing, fascia, trim, adapters and masking for a complete watertight installation. ,;;;::':a,.`:::`. B. Sealant for a complete panel system shall be a part of this Section. Sealant type to be } s as recommended by the panel system fabricator, supplied and installed by the panel installer. Color shall be selected by Engineer from manufacturer's standard color selector card. All metal surfaces shall be primed per recommendations and instructions of sealant manufacturer prior to sealant installation. ij . .� C. Metal furrin g 18 gage minimum) as required for the su pp ort of the panel is to be { 3`:t supplied and installed tuider this Section. ' D. Product supplied installed as work of this section: but not 1. Aluminum composite building panels for horizontally bi-folding doors. 1.3 PERFORMANCE REQUIREMENTS A. This is a performance specification; panel systems that are not in compliance with the required performance standards listed herein are unacceptable. The listing of a product name, system, or fabricator does not constitute approval unless all performance criteria are met. '; ':'' B. Provide a composite posite building panel system which has been retested p by an independent testing laboratory to provide specified resistance to air and water infiltration and structural deflection, when installed. Systems that are not pretested -� and certified by an independent laboratory prior to bid are unacceptable. The use of a panel manufacturer's generic tests reports are unacceptable; p g p p the tests must be for the specific system submitted by the panel system engineer and fabricator. t C5-4199-00 07420 - 1 ALUMINUM COMPOSITE PANEL RO—3/19/01 SYSTEM r*' n r�grt + d�'��'. f'y r 4: r r. fJ,✓ ti�3�r,,.IPA 4 5 ij� .Itx d} �'r� j!t �t'tf -`^ti 't f t,? ar,i� i } 3. i t � �� a, 1 .,fir lt' 3 f ,'. E r4 f�.tat��l � y�>:,�•'t� ;�, } 1. !+J . i£r t 1t p.}eNrr tr rf tlftt xrtFt fon � ..n•ia1++w.e.be,rrn+arxrtnr wa.w.....,.. .... .. ....,.. 1 I' �J art stt f�. ,',� WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI f C. Structural Deflection: Deflection of perimeter framing members shall not exceed L/175 of span length or 3/4 inches, whichever is less; or there shall be no permanent t ry set in excess of 100 inches. Performance: D. Performance Test i 1. Composite Panels shall be capable of withstanding building movements and �^ �; . ,�{ rs{{ ;`• ,; '! weather exposures based on the following test standards required by the Engineer and/or the local building code. 1 stem tests are not available, mock-ups shall be constructed and 2. Wind Load: If system P tests performed under the direction of an independent third party laboratory which show compliance to the following minimum standards: { 3. Panels should be designed to withstand the Design Wind Load based upon the �r3,`, aYk�•;,if? , local building code, but in no case less than 20 pounds per square foot (psf) and :- .:,;:: : ; 30 psf on parapet and comer panels. Wind load testing shall be conducted in accordance with ASTM E330-84 to obtain the following results. 'l , 4. Normal to the plane of the wall between supports, deflection of the secured perimeter framing members shall not exceed L/175 or 3/4 II,whichever is less. not exceed 5. Normal to the plane of the wall, the maximum panel deflection shall ft'< `FC�tq l',>H1t.1/itf!:C i L/60 of the Rill span. 6. Maximum anchor deflection shall not exceed 1/16". 7. At 1-1/2 times design pressure, permanent deflections of framing members shall t fr ! not exceed L/100 of span length and components shall not experience failure or sly {y�'j F` 547r ,r ..j gross permanent distortion. At connection points of framing members to anchors, }};::,-zaffa permanent set shall not exceed 1/16". t; I 8. Air/Water System Test. i •��f':cde 9. Air Infiltration— When tested in accordance with. ASTM E283-84, air infiltration at 1.57 psf will not exceed 0.06cfir./W of wall area. 10. Water Infiltration — No water infiltration shall occur in any system under a differential static pressure of 6.24 psf after 15 minutes of exposure in accordance with ASTM E331-86. 1$"s 11. Bond Integrity: When tested for band integrity, in accordance with ASTM1 �y D1781-76 (simulating resistance to panel delmnination), there shall be no }rt'�4 =r... .,•r adhesive failure of the bond (a) between the core and the skin nor cohesive the core itself below the following values. " failure of 12. Bond Strength: 214 psi (Vertical Pull) °'7 ? in lb./in. as manufactured. 1t's'`''' 13. Peel Strength: 115 N tnm/mm(22.5 ) 14. 115 (22.5 in lb./in.) after 8 hours in water at 200°F. V0. N mm/mm mm 22.5 in lb./in. after 21 days soaking in water at 70°F. , � •� 15. 115 N mm/ ( ) 16. Fire Performance: a. ASTM E84-79—Flame Spread 0, Smoke developed 0 b. ASTM E 162—No surface flaming. 1 yy;r..M1a;K;,..,. c. UBC 17-5 —No flame spread along interior face or penetration through the .� wall assembly. t ' CS-4199-00 07420 -2 ALUMINIUM COMPOSITE PANEL SYSTEM r ! RO—3/19/01 ` 12kr lft j,•...p..ry.,.rT.r«..-�v.+- .t i.r, -am,vFNkt:x'wy Yy :'ni«"rw"4'c'"n,....—'r t war„aipxt ,' 'yNrrtCY/7tA'P5 t1S5fR uixtrr+'^'"77 { I.¢ 77,; F •{%n'z v^ t � � ( 'i ,1 pj.. h4 - s ti t. y i..i}t S ,!{1y+^2 (. n �{xt"-1, �r a'^t'.t v ` i 7 t ` ;': _ `, r ,�•. �< �i�t.:c�u�t�w,nit,�}� r•artT * + t:. j i ' � j ) ny �'i��,4,�r,•iA'47�i}��. `w I .� ,. .•,' 1t�...r .fit ?�,'�� +yt�F� ., ... .,. .r. , .i. ...,.,.,,<ear. rr�y+N:!M4•n-•rrt rwr....,. r... � n., '�,�1�' .,.....„ntw.rr,t4c+mNM1+rrr.....ri.uw.....,«;,. ...,..,.... '. .. ....:_...... : -' t,.. .. .. .• ..... . .. t,;l:� i.'S�d��S ° t J CONTROL FACILITY EXPANSION WATER POLLUTION CO CITY OF JEFFERSON,MISSOURI C r. 1.4 SUBMITTALS t A. Shop Drawings: Submit complete shop drawings of all work of this for approval, including large scale details of constriction and showing method of installation and r, t; attachment to the building's supporting structure. 'r ;t •�t� ' B. Submit samples of typical aluminum composite panels of a thickness and finish type, � .,lam+j•V`',}it`' , specified. r: C. Submit panel manufacturer's product data, consisting of complete product description �?;.y• h�•, andspecification and Summ ary Test Reports. ' D. Submit panel system fabricators installation manual, indicating the procedures to be followed by the installer in forming, sealing and installing the attachment system, u including joints necessary to accommodate thermal movement; trim, flashing and accessories. E. Test data on composite building panel system as specified in 'Performance Requirement" article. F. Submit complete 2' x T mock-up assembly. 1.5 QUALITY ASSURANCE A. Panels stem fabricator: Approved by the panel manufacturer. .;.I B. Panel system fabricator shall have a minimum often years experience. F.��';.;;?�,;,;: �•' ' . C. Panel system installer: Responsible for a complete, sealed and weathertight installation. ^''1is, • 1.6 PRODUCT DELIVERY, STORAGE &HANDLING A. All materials under this section shall be packaged, boxed, wrapped, or otherwise protected to ensure complete protection from damage during shipment. B. Materials shall be stored in interior spaces or above ground wider protective and ventilated covers per manufacturers recommendations. C. Extra protective measures shall be taken to ensure that panel edges are secured from } damage at all times. 1.7 WARRANTY ,., 't''' A. The panel installer shall warrant that the system will be free from defects in materials and workmanship and be watertight for a period of three years. rr�� k" `I f5 � •: C5-4199-00 07420- 3 ALUMINUM COMPOSITE PANEL RO—3/19/01 SYSTEM !rit7}} y(�•� ?a''�}'^'+.*"mow. '+i�'1V tS tJE�rPti�A't''*r...r wittv�cf�!%J4;eFi�x.aws+nK++M.. F.. wx.xYJ.( •^.r`T'^^•r� F f{�3.2�` ��. i ix t r rnU 1r4'1 4)�ptieNNpRO§ ►3.+'{'Ts •"/' �Fp;7R'� " f } tr i t t! t,"7A" 13� 4 i r�•'�°�;k{'r� `�� ` �. f t .. } 4 t rr r # i F ' +4��E't^�,c "*' �j�Mrt� r�`.•� f + ve Al , C1iRk`fYM'+ftA+thlfa+:�a......,�....,....t .... .,.__....«r„f...�':a,ri.: ,.,.r•.,1,•,•h4 r... ,.,.,k.,.. n rr ., .n...,. ... .. .. ..... .,.a-..,.r-ra2+.,n1cr.+nN'•A.,<xw...u, ...,....,.. ... ,,...... s .. ,_....a,,:.+.+.nd4 ifN� '�i(,{ F��':{T.,'l r' WATER POLLUTION CONTROL FACILITY EXPANSION J ' CITY OF JEFFERSON, MISSOURI B. The aluminum composite material manufacturer (sheet stock) shall provide its M " standard product warranty. } s.S C. The finish warranty is 10 years. :4 PART 2 PRODUCTS v,i}r,lG�yllt � 2,1 MANUFACTURERS A. Subject to compliance with requirements, manufacturers offering products that may be 7f. r incorporated into the Work include but are not limited to the followin '`�� '`" =�q „ 1. Alucobond@ by Alusuisse Composites, Inc. St. Louis MO. 2. ReynobondO by Reynolds Metals Co., Richmond, VA, 3. Al olic®b Mitsubishi Chemical America, Inc., Chesapeake,VA. : ± P Y 2,2 MATERIALS A. The drawings and specifications are based on composite metal facing panels with non- ;7 t'r progressive, mechanical/sealant type attachment method. B. Composition: Two sheets of .020 aluminum sandwiching a core of extruded thermoplastic formed in a continuous process with no glues or adhesives between dissimilar materials. Total thickness of panel shall be 4mm(approx. 3/16). C. Finish: Coil coated Kynar 500 based Polyvinylidene Fluoride (PVDF) resin in '''$ ta,;,, '•Ah;L,F conformance with AAMA 605.2. 1 ?' ,.y �,.SrfS.,�,tr�f,i •.,:, f 1. Panel color. Silver Metallic 2.3 PANEL SYSTEM PERFORMANCE REQUIREMENTS A. Panel system shall be of a rout and return configuration utilizing a continuous aluminum extrusion attachment system. Attachment methods using clips attached .ilk with fasteners through the panel's return flange will not be allowed. � s;1r�Fi?•�'ii ' B. Aluminum composite panel attachment system shall incorporate necessary thermal { expansion and contraction movements within the confines of attachment mechanism surrounding each panel without use of metal to metal sliding joints. C. Attachment system shall allow for removal of individual panel within erected system :5 for damage replacement or access to stricture behind the panel, without disturbing adjacent panels. Removed panel must be put into original tested attachments stem. Ok .y�•i 3�t:��:...;; C5-4199-00 07420 -4 ALUMINUM COMPOSITE PANEL R0—3/19/01 SYSTEM ¢ v.r,rS..F.y...y.r..,.,Y.,.. ,:5,{.,, >»+ ...nr^.ntyrtp'}"L .i•.,,rrAGr•N,w.w '..'.. ; "'. rMMRraI?rng1 2/ 11 {E' 7 ''::+? i!''"'i3 .ie iY •y' }. ,:'. ?rr,;...;"1,',:KL •r .,.:,° r: f ':';j r'. � t. *:� .,: , �' y :s ,,a.4.,,.x> 11 �,aLy:a` tt ah', ?;t �`tYsy ,' ,�� Af• F.G ^; .a .'l;`r rC`s•T,,.` '9a y. �:�t• 55Y%i': ^(;t`. § .t. " �p,� ✓�k� ».b.' ;sL �)'�L} ";"J 'st 1 $ S' � •5a ,' l.,Y� §ri.. v, a;}7 5' 'i .t ,;•;F, ry]((}}�� .r,�.'(,AA7•{�:.,�.5,t,. x i fi ,:�..Y.,r;:: 4 .,r t r' S.. `C !y 14Y.:�Y �:>ti" � �„I'i%o �• ✓ J f! !w r. A t :i• ! � � t' t f' �S y' �'} .fA..9�. l�l,t{ r � `F r�}�� .tt . ,. L•.;a{.t 1� X t; t rt: rl t ,t. {. .t '1: r, tt x '!t`7�. .� M}f�.�'' �`� + � 1. :.tt'ti i7'Y :,{`'} ,{,. J 5 r }' '`:,,. •,.tj' 'r t .( t 'a � 3`! h, xt t,�''`,'�„�iii iy'�y It t:t+. �.ta',�+t1 �"*'i'u` `Gti' {<�S;y.;;y. ,�t('t'--,t, i 'i. f 5 ) f 1 .,L r,4 e ;.. t s r t rr� 4;5�Y.:,;;r` t��F`t�:V,�+n �„g't: li 1'� 'r�,jtr`'tr�.:• ,,Zi.; ( 5 , a , !.z r s �t 9.1 s•�sit ,;y(�'�";�.�j',r.YY>;^f,'}�rpi, �` '�4(�`�'t3't Ytt�t;>hl•,%,r8t�y t Wo r, t WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI ' D. Panel system shall be field sealed between panels with silicone materials as - recommended by panel manufacturer. E, Detail and fabricate panels to the sizes, configurations and layouts as shown on the approved shop drawings. Panel system fabricator's shop drawings will provide for flat panel surfaces within the tolerances and performance requirements of the panel manufacturer. w� F. Fabricate all materials in accordance with the approved shop drawings. Panels shall '' ' -R�+M t qq be marked to coordinate with the approved shop drawings. =� 1. Provide protective film on exposed panel faces and leave in place durin g x r a•��, 1. fabrication, shipping and erection. PART 3 -EXECUTION '�"''� 3.1 PREPARATION �r( A. Installer shall examine all surfaces and conditions which the work of this section is to be applied and notify the general contractor, in writing, of any defects which would be detrimental to proper installation and alignment of the work. No work shall be erected d g . j' . until all discrepancies have been resolved. Application of materials constitutes acceptance of subsurfaces and conditions. 1� 3.2 INSTALLA TION A. Install composite metal panel system in accordance with the panel system fabricator's 'Y`'' M G) yyT!J j approved shop drawings. i B. Erect and securely anchor all panels plumb, level, square and true to line in accordance with approved shop drawings. f on fasteners failure of sealants or E.>..,_r•.+,r;,,`- •••, C. Buckling of panels, opening of joints, undue stress , r, any other detrimental effects due to thermal movement will not be permitted. t D. Tolerances: Maximum deviation from vertical and horizontal alignment of erected panels shall not exceed 1/8" inch per 12 foot length of any member. E. Use concealed fastening system of non-corrosive type fasteners as recommended b the panel systems manufacturer. These fasteners to occur under all sealant joints. No exposed, visible fasteners are permitted on the exterior side. j t` r•�a�3��0.x1', ,;t I x1r :r Stw f pjt;trk�: �, F. Provide for necessary structural movement as indicated on the approved shop grit j drawings. C54199-00 07420 - 5 ALUMINUM COMPOSITE PANEL RO — 3/19/01 SYSTEM .Ir'y •'1��,• acta.tumcnPwrvw^^�"•'•"'7^*.^w+M.*7MS1a7K^.""..... ��i r' .-...+n+nwrx:Hygvco-itvJ✓FM?/r>!M?;a!a'o"."'" ' {t '�+•:.�«.vr.+rwn�Y�"rt lrs'+�i: .4, -P".V't• ;r `+,��,,.,'-. .vi,';'� e�•�•a :fix' .r :t I , a ".� r ,.. ° s �' tip'j rli�!"k 'rr 't`� .t�'. o:—kri4 r:(s,.1.ti z :t. e it t j ',t ,tti: ,.� 7' .Q vSr,`,St•Y"{� �tl.i :i t 3 * •7 Ifs.' fi.l} ��t74. '"�''� w`itt'�F"•. Sb ti�;t�Ik A'�' 4'Y 5 i' Xr1• f r 1 /^ 4 r, ;.J { f4 If 517;131., 'ter{}4�`yy..,�#'-f2/�- t(7,9*�..:�,J,In%: �. '� `i`;Ir:p�,t.),, l,a Y,4.1,' i k X. + r , .t 1' ,.iS t „r,. ."t:.i,a1•.•�.Y t, `"':'�.G'.tA.ix f l(. S i; .�(;1 7(. ,{.. , .'t .f j , r to ,7 S .,t��,; ! :�S( } .11 %J S1r�fi 'S' �:T yTA4�-'C:.ti„+ f qt?. •rt.�1 '� ,Y t ,� r ',7.,” d ( ft .( i '• t ." + �.. :, F r.t, a a't�l ( f.4 �(j r•�a}',1:+;..=v �"r 7}t ' '!•,?' 1 g t 41 { 'a't } `f� t�' I r .`� � .. " ! ' ,.. .. ,.,A..,�,...Hw.mh/•wi+k!1 �t tq"+ ..n.f.r•�'wa'.�«.wwev.oto«..,.........." � .. r_.."... ._...a...�a�r t r � ,t ' )s�' •,'� C'1 ,t •e l,. YI WATER POLLUTION CONTROL FACILITY EXPANSION :•;' ;;: :: CITY OF JEFFERSON,MISSOURI = p g G. Do not install component arts which are defective, including, bowed, dented, abraised and broken members. a H. Separate dissimilar in and use gasketed fasteners when needed to eliminate f.. possibility of corrosion or electrolytic action between metals. I. Sealant at all panel joints shall be installed as part of this installation. 1. Installer shall prime metal surfaces as recommended by sealant manufacturer, ;,F1;;,e,F::. i + install sealant in accordance with sealant manufacturer's recommendations. Finished sealant joints shall have clean edges. J. Remove protective film from panel faces immediately upon completion of pai e '11yA++r installation. 3,3 PANEL ATTACHMENT SYSTEM A. Attachment system includes: E 1. Fabricated composite metal panels. 2. Attachment System. 3. Protective film exposed side of panels. �x,:• t; , ,x: B. Attachment system to freely allow thermal movement of each panel: 1x`y `{,� ,f2,q,ny}t •.•, 1. Fasteners into or attached to panels are not permitted. 2. Metal to metal sliding joints are not permitted. :;I rtfi 11 3. Panels shall use a continuous perimeter extrusion in a rout and return •I a configuration. ` C. Panel Removal: iJ 1. Panels: Removable from exterior without disturbing adjacent panels and reinstalled with original installation method, so tested performance is assured. :. l,,a',,•,., D. Sealant Joints: t, 1. Joint width to be 3/8' 2. All metal surfaces shall be primed per recommendations of sealant manufacturer. E. Panel Protection: Panels shall be covered with a protective film during fabrication and erection. Y shall be removed immediately panel instal lation. 2. Film after ,Yr 5� 07420 - 6 ALUMINUM COMPOSITE PANEL C5-4199-00 SYSTEM RO—3/19/01 Y, {u w,. fir$� Yet qty{, ,;;• py y;Yfl.��7!S`7 .v..--,r•.� 4±� '?r^r.^..t "'...wn'.>futlRla�,tl� '}k'Ufi,, W.a1on^^'1 ..{,t 4h tC{l l�s ( r,.,�(ilt��k`h�l�� $C714yfY'Y=+`I� t l,}y • �.'tl CC `¢q,'•...{{{'V44 fit.. .r>.`.' 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J... 1 5'k" 1 �� .S � }{.' �'a b✓� S � t f a a i 5'4.; ��fr'P�1 V��':y��`�tAti'4r t' ,� -' r.��' '�),r ,'' 'ri' .'n5},.- .{.ec�,• '•t.15:t' ••��,� r'�+y .!4 ry.,y:h...;$3%tia'.'�� ,5 c {✓ c ,�'.V5 �. .f S, V ,t,, t r�y sj.�'G L r 5t.f; �iFA trt"� t. � t � "'I ^ ;t•. y��'`F3+Sy;•t+�i.:.;,kS;�,�1"Y a�'i..Y-f:R,'y, t 1 7h.�ir•t 13^ ��}si t :{ i .,?^ "E!( y,r f�.$. .µ l'Ift'�Sitna•t,n F`w�t�'"E�.J'�.�P�'"V, t�.1yr'r'� �k,Y. �� °'� i' } ..� a7 r c!,i 't... +�,yts.�t�y,•2.y„ �u a ,i,,, c.•;f. J, « �: j,c,. s�, + a..t ;��rit"+ x��r�� ,+4rfi ."d�..''�iryp�i � ,,y `t :a, ,'i ;;stf�"n r u:.i•.e'` �f,`�e a !•,r, � , .: a, t� Y, !.t.tV rt iitaa Y.»K si'}'„�`�+'+1 "�..2�` t �• .� •r:.,�k'�6;{4,,pih .� 3, j k� ;�irt44,z"k,i,. '`!. 3 , 4 Y� '!! i' t .�1).(.t� -�' ,F f��:1 � P7 b �,�"!.`. ,V, 'd. ,y'' X F,.r1 F ,fFt. gy4'.�;r"�rfis�t S 5 }�,y ). r � ,., t „,.�. � ! „'..•-�iy k4 sr• u�. 4 1�r'" ,-`'�f }F � s '' t '�1t �; � � YS n �f� ��7: J”. *'. t 3 t „ •, ! •• �� ++5,'ijj� 4�s'��f , �+•',�4' i j,.• ,.�' �J°S�Ci^, t�: J t) S' � S :c�,^alrk..,:::d> WZx.;�'.,.?af.,,�z �;tLs.,�::caw,;raro�:e�am�r'd%�tizk?rwrr;n�,z '' { 1r •�?i P � x }�..�X.,'yr>,:,i7•x ��,r,. �:':t '� +;�'� �, �� yt ,u N WATER POLLU'T'ION CONTROL FACILITY EXPANSION - J}' f CITY OF JEFFERSON,MISSOURI ;' F. Fasteners: 1. Fasteners shall be stainless steel. G. Installation: 1. Panel installation shall be performed by workers experienced with commercial '. panel installation. END OF SECTION 07420 txj ,. I + Oil �, �"�•''�, �,s J t . W IN kv t �t� w a: CS-4199-00 07420- 7 ALUMINUM COMPOSITE PANEL RO-3/19/01 SYSTEM ,< ,.,.a'��. `s r ! _ i � t�� L t,f ,�`( �' S° a �,� � ..utV'•4�i::t•1 �y��'F'�' t�§' � ,. �t� � t,. ` .. i r + s• .� .I iloa t� p�rrj��,trYi�2'��h s �� .E, e� t> ` � " 1• s � �c ,g}��,, 4�y'+ �,�.ar,�`� ' X�'�'��,�1,�, �r,:'�trl v. x,t�`r �y ��t , ` �,, "±� .d. ",y;.''f• ys�l� ��; 't�xi, 'z' ''',�;. 4 +k`�Ari�^'`-f`�.�'ra+'}�^',1��,�"� 11Yi' '•' t ti'�':r�,t��t��dws��•.�t,i°r F i '" r� ''' t 'w"''4� e ,�'s :1'. '.r�k,: t' .i5y, xs•,.r, .'�r'r• ult eF :�7��y,.'�V,'� �'[�,}s•4ryry„ k r,:e,'t :: -v.,,.,F{r;,t�i ,..s'�.,f ,�r'.�r t:l�.. `•n,. �Y t' •!'. '}„� Y' C � �F ,?S.s+l,.'S•t`.,Ac a,9t•#.+;i ,,-, t� .r .v s�� r ,{i.. .�4.. N.,p �+>r.rti 3f•"•:.?�•� c. rrr .c. � S ,s..,' n• :4xa. �`+i ^Y i4.. `!� t.-','�}? r�,her.,, ,�., Y A a, yi, <. X51' r..c F ,,.•j,;"1„h' {,l.� � l tr,, jtX Y.S'a F S 4Y',• I }� +y, (. .4�. F tS S' .Y. .: � "S{k �. .ice' •.� J o� l �,:k � t. t�'�1;5)'-:y,. A�(,�: !. ��: .� t�:'. �S = .I,': ff 3 f.. •.f itt.i: i lk ��. t,4`t ;, [t. t � ,:1' .. .ti r ,S .�J.y4 �. '��' } c" }�,1,"p�1�t ! ;• }�p� . ..U. .e r' ! W7. fhs' �.t�•.r.� t .'F 1{- .�4 r' _•k. ;. tS Sr.t;: .tU� �4 :.f! .`'� 1'a ..M�t.k s`a:i. s Yl�yt S`r'-r•fr;nLi,t^�:��it. �j :}y4 v�'t". 1' t t 7 t. ji � i t .• ...... .......�.... ,w .s.••M.M•r ffn, l M,f .M+YffA+N J�wutrw,..a....a.•.......J.. t r ),'n.lixwtrhMxn»...✓r.nasww:.... � x WATER POLLUTION CONTROL FACILITY EXPANSION L CITY OF JEFFERSON,MISSOURI ' � i r • SECTION 07531 -EPDM SINGLE-PLY MEMBRANE ROOFING 'A PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General Conditions and ? Division 1 Specification Sections, apply to this Section. t' 1.2 SUMMARY !` Section includes the following A. This S g: ' 1 1. Adhered sheet roofing system. 2. Vapor retarder. 3, Roof insulation. ^rs' 4. Rooftop walkway pads. ts;•: jft� , B. Related Sections include the following: ..' F 1. Division 6 Section "Miscellaneous Carpentry" for wood nailers, curbs, and blocking. 2. Division 7 Section "Sheet Metal Flashing an d Trim" for metal roof penetration :. flashings, flashings,and counterflashings. 4 re 3. Division 15 Section "Plumbing Specialties" for roof drains. 1.3 DEFINITIONSr ; i A. Roofing Terminology: Refer to AS'I'M D 1079 for definition of terms related to Y roofing work not otherwise defined in this Section. r.s 1.4 PERFORMANCE REQUIREMENTS "t A. General: Install sheet membrane roofing and base flashing that are watertight; will not and will withstand wind loads, thermally induced p ermit the passage of liquid water movement, and exposure to weather without failure. s(� s . B. Material Compatibility: Provide roofing materials that are compatible with one another under conditions of service and application required, as demonstrated by roofing system manufacturer based on testing and field experience. Roof system + ..,, components including membrane, insulation, vapor retarder and thermal ban er shallapst . be approved by roof manufacturer and be covered in roof manufacturer's warranty. rr.�f r ,��tt��Sit, s• C. FM Listing: Provide sheet membrane, base flashings, and component materials thatr � g p meet requirements of FM 4450 and FM 4470 as part of a roofing system and that are ;�x,.,ti,,,ti^`^ C54199-00 07531 - 1 EPDM SINGLE-PLY MEMBRANE , ,• ';;. ROOFING. RO-3/19/01 �• ti` 'T,17777 c i.t ^~-- a`n •-+.�,�^r;'X71 ttfI",i01��7f t�y r,"•{1� s ^ 1 t r ' i "ii;+r?t .i •,{t�Gd ?�`i ��1��,.,�{z y,at,', i �' t' t , K: { Y,�j II' ->' F4, r;3;�. rF }_ .a,ri t i'.: ,. j;; .,), r, .,r.�..S, 'ytnt,n:° M�{`;;l,s + .•kvtds✓}t+`}tSf,\d st' i „ z ,'� '�Wi,,,t.+�..{y.. .ti �' (. 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'# . s �`:i'�t � ,,tt *[,xrt.�:•7:,7f's .,i°.;�:,o'�:,r,;:;^C5. : .1'. .r t. t ° qtr E 7§ 4't�'r+,rd�17R�� At.r�� ...� (�'• Fs.,tx . ! ,ar. .,.? .,�.. i :t.,.ii t.°,. i\''t } '�f.:,.„, .t•drli%r:t :,.;i,i F' �; ti' Y�,, rf '-it 1�,•�r,ir jj !.k ;.n'.;, '*,tT; Y��• 2 }'. / >t. ,, Vi, � , ^it. � �,e it 4� 'E'.,s eu � a' r ti•t c.lY 1: , rda; !�'rif. „t...;,al•4;„,..1 �'.7.� a ��y. c {is r ' L!,b"'',te,',y'r 3ti• ,4,¢„P ,t. } 7 't 4' i... ,il�r' i'w .1.4,1: •Srra�� ! '•ag t ..1.4, �:' ,ti. .\ :.:}'' .a} `7 a4a 1'i { ;r it a. Ys t'',i.. .�.-rE,,.•�%un sr},,g "�t.:�;7•YAr• 'p �.�. '•l •::ta•r''.....�*'� r. .Y t �S.t,,' t i.i4. t:: .4•., �i t� ' 'r' ',: '.,,..cr' .$;.�.�,,.,�'..�v kY 1 aSyi R,�i,�� },il.��'i' :7 � � t rf�'• '� r "rj1 .'.1, t•' � ... ' ., v,� ..x' tr ? F t i sr �if,'t, .In+Y r 4'! y ! X ..l.,a:e..lwsf'.Y1N.hh Nt?W+uwv r.h w.a......:..u........... .a.,...,.»....++r, nM4•vdY'1F-o•.,rm+n.f t Y..:.v.,,r..r.r ., .ry ,,........ .....,..._.....rwlwrve.•baf'Ntl's!•'•C...A,.w ix..,h» ,n.•.r......i..... .. .re....�n.e.:1A.wY.4lk ,{t I iti E�ft�Y}, i.•J r r WATER POLLUTION CONTROL FACILITY EXPANSION !�; z ,. •, r. '; CITY OF JEFFERSON,MISSOURI listed in FM's "Approval !Guide" for Class 1 or noncombustible construction, as applicable. Identify materials with FM markings. s 1. Roofing system shalt comply with the following: a. Fire/Windstorm Classification: Class 1A-60, D. Maintain continuous temporary protection prior to and during installation of roofing �..�, system. •� Oa:J•,5. 1.5 SUBMITTALS A. Product Data: For each type of roofing product specified. Include data substantiating that materials comply with requirements. B. Shop Drawings: Include plans, sections,and details of the following: 1. Base flashings and membrane terminations. 2. Tapered insulation, including slopes. '.'�•X.1:�,;.rxf,:=+�{3 Y'e't,.;;::.y. C. Samples for Verification: Of the following products: 1. 12-by-12-inch s uare of sheet roofing, of color specified, including T-shaped side gE -�-` and end lap seam. 2. 12-by-12-inch square of roof insulation. 3. 12-by-12-inch square of walkway pads. ' ' �k , 4. 6 insulation fasteners of each e, length, and finish. 5. 6 roof cover fasteners of each type, length, and finish. D. Installer Certificates: Signed by roofing system manufacturer certifying that Installer : is approved, authorized, or licensed by manufacturer to install specified roofing system. E. Manufacturer Certificates: Signed by roofing manufacturer certifying that the roofing system complies with requirements specified in the "Performance Requirements" Article. Upon request, submit evidence of meetin g requirements. . q F. Qualification Data: For firms and persons specified in the Quality Assurance ;r € '' Article to demonstrate their capabilities and experience. Include lists of completed 4, S1•r P P P �<� with project names and addresses, names and addresses of Engineers and `'rr k projects P .1 g 'y�: �;Ali='k owners and other information specified. �Pka i •'d?�. G. Product Test Reports: Based on evaluation of tests performed by manufacturer and witnessed by a qualified independent testing agency, indicate compliance of components of roofing system with requirements based on comprehensive testing of ?' at, ` ` current product compositions. y' C54199-00 07531 -2 EPDM SINGLE-PLY MEMBRANE 1` RO—3/19/01 ROOFING ...t„w„rw AMgWw. ww.-..-.-n .'."'•""""ca!rT,r+tfi.TCUiI(S`dAY41't%M+ A4d�€Ym'a."""-`...s ,u •.�: b rr S rr t"xl'r.,. .tr.,,..r� ,1tt :c.•,,r ti t..,r, !r i.. �::: i 7' S,. { J.` •,^a1.' +€t ^.fim t`tkr rtr�^�r S 7777,777, j tie;l:,Pr•."t..3y, y. I Rrs d �'�" '{,.,;tS , ri��#.ar {.t"'r ti f t t f �, r t r�:i t' t,ar.€ x,�' 4lnitt ',( c �`..h'J� s;•t�)k��'?-v E��q s�j�' £�Y�.' • fpC "��?�xr ..yowffn�n y'J'� .i. , if''k r t• k,: y` r I t . }} � ��s�' fi< tip S'"i,fn'�d�. �� 1'�-. �� , 11 ........w,rtw,rsrrriN•1 .q^r+4.4'.A M'.fl,?Me-h..ink.,� r. .... . .. ,,..,..r.....r-'.y' ;.;.-.... ..... .. .. ........ , .,.. ...,...,rr.r,. fIrVY .5 .+ ,n.+u-Y r..f ,..«.,.. ... .... .. �•.{ t..rc. y' WATER POLLUTION CONTROL FACILITY EXPANSION }: CITY OF JEFFERSON,MISSOURI s �,.�. H. Research/Evaluation Reports: Evidence of roofing system's compliance with building p j code in effect for Project, from a model code organization acceptable to authorities having jurisdiction. , I. Maintenance Data: For roofing system to include in the maintenance manuals specified in Division 1. J. Warranty: Sample copy of standard roofin g system manufacturer's warranty stating .�; obligations, remedies, limitations, and exclusions of warranty. K. Inspection Report: Copy of roofing system manufacturer's inspection report of ? �,; completed roofing installation. = ' _ 5i3 sta off .: _. 1.6 QUALITY ASSURANCE ,'is ,-: `,•;., ; A. Installer Qualifications: Engage an experienced installer to perform work of this Section who has specialized in installing roofing similar to that required for this Project and who is approved, authorized, or licensed by the roofing system x.j manufacturer to install manufacturer's product. B. Fire-Test-Response Characteristics: Provide roofing materials with the fire-test- response characteristics indicated as determined by testing identical products per test method indicated below by UL, FM, or another testing and inspecting agency acceptable to authorities having jurisdiction. Identify materials with appropriate markings of applicable testing and inspecting agency. ` {:'; 1. Exterior Fire-Test Exposure: Class A; ASTM E 108, for application and slopes ::;.: .,;�;;;:,.:;',::• indicated. C. Source Limitations: Obtain components for roofing system approved by roofing of c membrane manufacturer. �;,-'F?•gig''',, `'''` f D. Preinstallation Conference: Before installing roofing system, conduct conference at Project site to comply with requirements of Division 1 Section "Project Management tf,,f and Coordination." Notify participants at least 5 working days before conference. 1. Meet with Owner, Engineer, roofing system manufacturer's representative deck ? Installer, and installers whose work interfaces with or affects roofing, including �' •,''�°r� fti , �. str t installers of roof accessories and roof-mounted equipment. 2. Review methods and procedures related to roofing installation, including * } i manufacturer's written instructions. ,.•r..�. ",. .>;'. III; i;t 3. Examine deck substrate conditions and finishes for compliance with requirements, including flatness and fastening. ': l.,i.,.:,;• 4. Review loading limitations of deck during and after roofing. J �fz�,,,:.t,rs•.": ' 5. Review flashings, special roofing details, roof drainage, roof penetrations, equipment curbs, and condition of other construction that will affect roofing. ' C5-4199-00 07531 - 3 EPDM SINGLE-PLY MEMBRANE fi RO—3/19/01 ROOFING ��W ,• ,�,��YISN.tM➢MS.�M78ESC+'YrW�w+ NfWYat» t nNgntasrtanl4hkumynNnu.....+ iwmn� v 2 .f }r n.. 9rK ,�y; {�T5 Ir ry ,< �+I �`�(0ssyy '�fYt f�.,y)>•Y.. }, r , 7 ''s >. r �r. � i 1�1 ti�ik�:�4X`��z'E t t ,:ei�' P tj. ..'� i .,r .i, . 1. .ti n ql',... t?71 t.f (r YM :G•. •� I F 1 v sf t� f 1 t � I�t' .. 4''iY vtl{ ,• ., .._ { r j, i4 '4r,� � r 1I`: r ..,..,_.:..,.kt,+t+��s+ t mNl.4,-+.W..M,iw nr.,�.t1.....wMw+...."iL..�.,.a.. ,.•..., n. . ........ . .. f } 1 � iT�( i} 4 1 WATER POLLUTION CONTROL FACILITY E)PANSION CITY OF JEFFERSON,MISSOURI 6. Review governing regulations and requirements for insurance, certificates, and inspection and testing, if applicable. 7. Review temporary protection requirements for roofing system during and after installation. 8. Review roof observation and repair procedures after roofing installation. 9. Document proceedings, including corrective measures or actions required, and furnish copy of record to each participant. Verify that procedures comply withi:;;ck Owner's warranty requirements. 'tt��'* 1.7 DELIVERY, S'T'ORAGE,AND HANDLING A. Deliver roofing materials to Project site in original containers with seals unbroken and .;',';:,, �T ' labeled with manufacturer's name, product brand name and type, date of manufacture, ; and directions for storing and miring with other components. Ulu B. Store liquid materials in their original undamaged containers in a clean, dry, protected location and within the temperature range required by roofing system manufacturer. gar Protect stored liquid material from direct sunlight. 1. Discard and legally dispose of liquid material that cannot be applied within its stated shelf life. C. Protect roof insulation materials from physical damage and from deterioration by sunlight, moisture, soiling, and other sources. Store in a dry location. Comply with °=' insulation manufacturer's written instructions for handling, storing, and protecting during installation. f;,'f `A., D. Handle and store roofing materials and place equipment in a manner to avoid 4 `trrx a,�1.r. permanent deflection of deck. "' 1.8 PROJECT CONDITIONS A. Weather Limitations: Proceed with roofing work only when existing and forecasted s1 ,4;r`•-.,.'iR'�.', ��,'4' 'Irc'V. I weather conditions pen-nit roofing to be installed according to manufacturers written r t instructions and warranty requirements. u 1.9 WARRANTYAg ? � , =4- A. General Warranty: 1. The warranties specified in this Article shall not deprive the Owner of other rights the Owner may have under other provisions of the Contract Documents and shall be in addition to, and run concurrent with, other warranties made by the Contractor under requirements of the Contract Documents. C5-4199-00 07531 -4 EPDM SINGLE-PLY MEMBRANE RO—3/19/01 ROOFING r �` .••"'^t'"*wxrnv.nYt'iRicw+l i�IttzRXl+.ar+ ^r acur xnvtHt+tlfy.?1• { { 7 ''%-:7aat7•," n,;`X Y* t Vt.tsl.� s ti, i v a r 13 r v st "{ flLLtd1'V��G:%,"\ � ,; '- t 4 �,t,.=x{`4.f.rf } f'� I. rt 1 � ! t «.1 e 1 � "'' "} .E•rkrjj%jk„�t5a'.{ 't,t��"y°.'�f' ',s':>1 i, .;,t.� .r : ..'9.} f.:t .c r,: t. ,u ., it*1 t` rr •,•r�t y ,( ':•: ii• t3 i" .s�` „�s�.,. ,�,�4`.5 �,{. �•'�`t:�t�'ti�'��4•F F et,?vl .,��h J,t °I y=y a' Gt.t r„_ , ��re i fr.fif:f,: '•7 � .tt.'rt R. lrsxlr ,:fIJ S, t ti: t , 7 ,i ,r It IFk� I}J t'i,t,�C LfY$��i8rw!W;M1Y' ttl.;�f01{J Y�y{4•y,u,�V �- � • i ��P3Nr��t�1�..y}S, r ,r,Y,7.vt/ ,stet.;fir tt 5(i.art td g .n:j '' t ,.{ { ,.' t t{.7r:.S ,}<, :{,?S;1•.S '`tj'fsy.' 1 `'�estfXSv::d I'! �x} .. ''r'• t a �. '�i ,{., .-.Jtt r .ti {�a Jt.� q}'t�+>li �{��+ .��',N1�*, '��. tt t':a' 3 r t tr. dti`t , r r i r5 S. { i p{ �f,S, 5 *<a.'IA;°ilk,• tjJZ f t,i'�7:i , :,.t� ,;+:.,nr ,,>,'r�+v¢xtr,rrvLl7fYi s,r„k,..... _,...,....` .._.__.. .... ... .. ......_.,t5 w.+`,«,�;.w.owt,:.e4'una•.rr�,.w'xrrt.•4,..'.i.y.'»i.....i..�.:,+..+!.,..IH:N�,. .,iw ty r�Ji„�� t�r4:i••'4 �} Ir(tr4 ttf t.,t WATER POLLUTION CONTROL FACILITY EXPANSION - CITY OF JEFFERSON,MISSOURI �:':�:�•..,:r::: .F"7+ B. Roofing Manufacturer's Warranty: Submit a written warranty, without monetary limitation, signed by roofing system manufacturer agreeing to promptly repair leaks ; resulting from defects in materials or workmanship for the following warranty period: A$1s,E M1 •,: 1. Warranty Period: 20 years. C. Special Project Warranty: Submit roofing Installer's warranty, signed by Installer, iV", ' covering ork of this Section including membrane roof sheet flashing, roof ; ✓r , g g g� g> ` insulation, fasteners, and vapor retarders, if any, for the following warranty eriod: J p g tY P • +��.� �MK, :t 1. Warranty Period: 2 years from date of Substantial Completion. � • ` PART 2 - PRODUCTS f#�' .5 Y 4r ; t • ��SMFr�'t 2.1 MANUFACTURERS Y A. Manufacturers: Subject to compliance with requirements, provide products by one of `;: a -� the following: 1. PDM Sheet: 4 Dla. Carlisle Syntec Systems; Carlisle Corp. b. Firestone Building Products Co. f >.• %I P ; C. Johns Manville Roofing Systems. f4ti;' �a�` ,'Ir d. Gen Flex Roofing System. �rn�+•1 y4 e. or equal . 2. Polyisocyanurate Board Insulation: �t'v"u J4 a. Apache Products Co. L* b. Atlas Roofing Corporation. 1 <t. Y.'t� C. GAF Materials Corp. d. Johns Manville Roofing Systems. ��`, T; '`I e. or equal ..yrvl,�.r }'s. ' 3. Perlite Board Insulation: a. GAF Materials Corp. 7 ,rir,rr•' b. Johns Manville Roofing Systems. � - C. or equal �} C a4t C5-4199-00 07531 - 5 EPDM SINGLE-PLY MEMBRANE ' ' RO—3/19/01 ROOFING J',y r ,•orra .,4`:Yr'`�•e ..r-•.•••••:r,..++w+nwaww+#r�uM (�,„..+...- ,if`n:my.., '^c.r t'rr '',,�.'r', ,�`iw•:,tt: �7i y� P ' 'f'�,li. t{. '1, � 76f;. J t o ^t, t ,4 } i{.�.:'.;};{"!«`:. {v' .}�+�• ''z'x d+rN,? y, b` �. :.� •tt— •:N "T17 r.,, .'1. .,i ,Y.R S f.' '..1'' ..J. ��.,�.t L f 4,., ;;tih r:"r.;•,+x. 'sv !�' ^'}':t•r, ff (r r.. i1 € ,�_ !•(;' f 1 -`-:1.tt•s ,•, t:.,t. 'v.• sl ;./ .,�Sr. I..t%i• ;:t'•4" .:5:: e 'r t. ;1 Y.. ,n t~:`•'� <7. .t„` v.t,a ., j . s :,r.j a�, ."sr Ta i'r 4 .f•, :]i.t. 1�....4 •�,.ck�, raft:! 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'{f �n .f,h"'.:+=;:i� ..d.t,rv,A,: .t S •^r; C .{. ,�t ,,., ,a f '� 3 f.k .n, r. ,yµy, t`Itt'f�.'�. .. z' �+'(ik".u3;,.�.}1 c -6 •5`,iti,r''v' t J,:'” t ,a J l• r.4. ..� :I �(' .1 i� �r 1 i,.5..;.!' , '1' r 1C"f. .� F,tf ut,:.,t.sr, ,r.^,'�if:}rr,:}+"f + t r, ':J r } r '�'.:,j,µ.>,.x��94t# rf�+,..,,, 1',�.>�"�� ,+<�t�r;�--r�{ �# nr .r•; .3 '(4y, (t:l,;.rst. ;.y. ,.?,'r• .� •,i .,''; R t ,''t 'rltt„ t..i.,.t l.,t'f,.}t r :�kf"G� t' :.'3>� 't• �.:�''ir,}'SttY.t X1 r .�i'. � ;4rr<< ;f,�:4, J....�„",Pt..; uY rT .S. :.'fr .S: i , i ,r.'I. ,�l.i�'i�p.. ,�:,YS„!,.. .,1, zn y �.'v,.. \4•y'i .t.,,., '4a xr 7e�,,. ;t ,� ,,< r!2',�,3':9.}.e' r-y w.tk $Y."�,.,5u •,�'.l,i�,�.�sl'('� k „vjj• r ),' ;;;� ' s S s .� t. i 26 , ! tam,-J t f t,,§4 t'�� f°!r"f,+�} �{ Ht�. � f��y�. My Y � i t. � '•, .��t�4+ f: :,` .' '.' I .. f 7 j 2�� 5i/:11'If d�+°F{ na ' i r 1 f 1 i •. � ! t tt? t 7 i f it 1. .....mmi.,ie'n+s..ri+y.H�,+.ww•.,.,.,..a.. _.. .. ... ... ....w....».,...�e«v.na' «.r.r,.n , ,, .-t ,,. �.• .r ......... .. . ..,.,...w .........:.......»...... ... ... . .....•....... ` WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI if 2.2 EPDM SHEET - f A. EPDM Sheet: Uniform, flexible sheet formed from a terpolymer of ethylene- propylene-diene, complying with ASTM D 4637, Type 1, of the following grade, class, thickness, backing,and exposed face color: 1. Grade and Class: Grade 1 and Class U,unreinforced. ttit4'rt ,'�f t; 2. Thickness: 60 mils nominal. 4fykr 3. Backing: Unbacked. 4. Exposed Face Color: Black, except where indicated otherwise. 2.3 AUXILIARY MATERIALS } N • tun's auxiliary materials recommended b roofing system manufacturer A. General. Furnish h a ary y g y for intended use and compatible with EPDM membrane roofing. 1. Furnish liquid-type auxiliary materials that meet VOC limits of authorities having jurisdiction. B. Sheet Flashing: 60-mil- thick EPDM, uncured or cured, according to application. C. Bonding Adhesive: Manufacturer's standard bonding adhesive. •`'`'; ''�j it.qq.,, D. Splice Adhesive and Cleaner: Single-component butyl splicing adhesive and solvent- based splice cleaner. E. Splice Primer and Tape: Manufacturer's standard synthetic rubber polymer primer and 3-inch wide minimum butyl splice tape with release film. � ''J P P F. Lap Sealant: Manufacturer's standard single-component sealant. + a ;r prat;;: U. Water Cutoff Mastic: Manufacturers standard butyl mastic sealant. E ; �ye fi :ttx.r;;;. H. Miscellaneous Accessories: Provide pourable sealers, preformed cone, preformed a inside and outside comer sheet fleshings, T joint covers, in-seam sealants, termination .��,�'�� re lets and other accessories recommended b roofin s stem manufacturer for g y g Y sn� f intended use. I. Compressible tube: Closed-cell foam,per roofing manufacturer's recommendation. 2.4 VAPOR RETARDER `1 ' + ' � 0t t" tT�y A. Self-adhering, Polymer-Modified, Bituminous Sheet Vapor Retarder (Waterproof 4;= . Underla ment): ASTM D412 minimum 25 mils .64 mm thick. Provide rimer when recommended by underlayment manufacturer. WOO t' d y Itir. i ,A •r,. C5-4199-00 07531 - 6 EPDM SINGLE-PLY MEMBRANE RO—3/19/01 ROOFING A ,;g 4 , t+�.�..f!f,...'-. ..t .'r{ f w.w,awtzMyKptpVeta'Wtr&#Aq"�!5i r>�•�u�!+••�� y .n+Wryrwrrnts+7 uSki+6uttArtl'n'kry'r'7tTFmnwaR`.«"". f t i i�%i r )''t i�rn j i�,' t Y rl•��:'� �J! r.a..�Yr �l.t�l It yi.t t ;, , 4 ,t , 1 y j .r Sr ,j` r * t f''t } 4 f t y •„y`n YFC ;f� f ,per Lras.. + ,c�f,�,t;<1�i144 It� .r,� 3t �• � .f r�•'' .''t i tr ..tl tJ t+' fs't.t�}�tfi�'Jf+.'.'�� fxH `p� rS <d r' t ., t S 1 t f. ;,' .. �; _� r. � { s � r✓1j.! s'��. fy� �MFR1'.R�t�f^Nt�JR�Lf!M�W1^Mt•xii+,+•iK, ! ..,....S,+Ir.2'., /IV�.!'Y;.f .tt.1, . .....,....,.... ,.,..a.,.....-,....w.,.,:+wly eMfSYhHt"rf`+y:Mt'Jf�LLW1 MwNxwYa,r �,..i..... >. .,,4...0 , s t S• ... x , f x f,�y �,l..f it r WATER POLLUTION CONTROL FACILITY EXPANSION 1 CITY OF JEFFERSON,MISSOURI r 1, Manufacturers: + i a. Nicolon/Marafi Group; Product-Miradri WIP300. b. W.R. Grace & Co.; Product—Vycor Select. C. Carlisle Syntec; Product—CCW-725, d. orequal 2.5 INSULATION MATERIALS , A. General: Provide Type Il preformed roof insulation boards that comply with ASTM C 'L 1289, selected from manufacturer's standard sizes and of thickness' indicated. iv 1. Provide preformed, tapered insulation boards where indicated for sloping to drain. ;^{x} ;rF . Fabricate with the following taper: r { a. 1/4 inch per 12 inches(1:48), unless otherwise indicated. !..i S• ��$ •.f 11 S ; 7 ,,•,.`f -� 2. Provide preformed saddles, crickets, tapered edge strips, and other insulationj3a,U; tr rt , ' shapes where indicated for sloping to drain. Fabricate to slopes indicated. n B r1 • B, Polyisocyanurate Board Insulation: Rigid, cellular Polyisocyanurate thermal s insulation with core formed by using HCFCs as blowing agents to comply with ASTM C 1289, classified by facer type as follows: 5 fir 1. Facer Type: Type II, felt or glass-fiber mat on both major surfaces. 2.6 INSULATION ACCESSORIES { A. General: Furnish roof insulation accessories recommended by insulation manufacturer �;+ for intended use and com atible with sheet roofing material. B. Roofing Asphalt: ASTM D 312, Type IIl or IV. t•4 i Y" t f f t'ta C. Asphalt Primer: ASTM D 41. r!Y t 7 2.7 WALKWAYS � s,,' �'�F" r �}��,.�1,��yi n�.�:Vie•• A. Flexible Walkways: Black factory-formed, nonporous, heavy-duty, solid-rubber, slip- ;, ,w;:-v:�s.';,'"•: resisting, surface-textured walkwa y p ads, app roximatel y 3116 inch thick, and MAN y .. acceptable to membrane roofing system manufacturer. rt }b ,: {{ '; C5-4199-00 07531 - 7 EPDM SINGLE-PLY MEMBRANE `y RO—3/19/01 ROOFING '`e ' »t ^^....,.w,w;a*.w wMffiR - � f.� rqt.• ' 1 5';i+. r'�+�»�•ryc 2'4riit �Z, t .• 1( ,{"'...'.... '.! ! r:t. ! .! r t .t ..�r .y',tr.,.�„tiy^ii^:,: � °,•zN 2;V,,,; ;t�` trt .•(tX.r,t, :t: .? � �'t�tt:.~Nq ,+' r. .,1' :r:'i '! !+ :'i: I ''%b�':.` �y,�r ..s .J i t ,J.i{t. y a t,. r,�c'!'r�t'- �.'r•odvYv !`2• ?•L•; re:; j;.;<.r.,r„<r .J' 1” , , •,1. r J•; •;t ,r l,. ��. y.c..{�S P. .t�'t '�. a 3 �1r.,,¢ ,s,f}: •,c ..I ^ > 1� 4. i � 't .,�. ,'.�i;l�t•.,t, `.1, >;•,f¢',9,,,'•' •.v. �n §§��tt�S•``�'``,,Jj,. J 'eft.,,, .�'J J.r r't;a.c.,, ,i'.. i .f r ,.1'�'. .Y '�. t, „4'• (?.' ?Zc• :e �. ,•'{f' ,t, �t"+� y :d :,�''f`` �: .:t^: .: .ts. .,r eL:r S� cf!,' ,1" •5 '+, r f. �-� 1;''};,5.,' b: J",• n. t, {{ .z. 1,.., !: „+ .,3: !lrr .,d'lt;�':'p�.b.•:'' " .'ts S / � it [ 1,.;/ rs .,a'. � t{' t ,�. ?h( a' .t: �.�,. •af,f�i}3 t ��''�y}5aS �., .J�;.. !r..tt 7 ,�4�+ t+ ' ` ` .��. r \t`t n !a?.,. ^n`Y a., ,•�� w. �i'i �r, 1•v�..t,;t?�}.:�;.�F,t 'i � .;r� :;t: s „l7 P�tlt y .t;:t t, ,;t � + ", t tf' �<.., f'/� 4 t .,f t. �c, ,ffe...)1ii f��(v jrCU,?�7F. :t ( �,� �'�^'.,�> },,, ...'. ;.,»�'?�:94ik ;. ........ A 4� jb )t it s 1 SJ„ � •+ x1, ,FS A.rt,,,, �.ai f ::4 h v, 'It<�,. t: 'f '(✓ •w tS y. `�r- .FG: ,i,, 4 .t :�,.;'r i, r: f. i.. Jt• ':ia�''� 7�`,�r ..� 1 fi .`!., ft '.i�'�':t t, .t.' .�,s ..x.: f=:' :r s 4 :L ( ;�:t.<r:y.w.,.e rv:..., ,,;;+..`,.,, '?,..�. w!. t,��M; r' J iy: •�5, ti ..�,,.t .I' z 1 .1 t f :,t $ i �',. :.t ...rf K 1� f it .t, t r�i #•`{'''}.�`., 'LtS t1n'', .,t. s.yyyy}A5+�.:fl,;;z•f r tE s "`Yr x ''ri s .j.' .+i �...• r; , ..(� '. t '" .. � .� � a ; 4 a i y; J2."'S { �.� t f - � t sr{ ., t Itt l ',•t! s dtE 3 trl)':� , i A�M.�ML.itt�+tYtR»M•eN.d.i.is.+ � �� ` .<.n+>.r^'Tr*w a v:.v.�,'.•v>-,,.t,-, r..r: r.•,. ... .... ......✓;.+rx,f.•! trty`.#kv a,.,..�.e4,....,,.......:.«. ......'.-. ,.,i.:,;,„w«wefitM.*ti1t... .:�j�rJ t t hf; ;a� ''. Ott•{'`e'7 WATER POLLUTION CON'T'ROL FACILITY EXPANSION •'J CITY OF JEFFERSON,MISSOURI t , PART 3 - EXECUTION I 3.1 EXAMINATION Y y A. Examine substrates,areas, and conditions under which roofing system will be applied, 'c .• with Installer present, for compliance with requirements, :1 B. Verify that roof openings and penetrations are in place and set and braced and that 4 roof drains are properly clamped into position. ' i, C. Do not proceed with installation until unsatisfactory conditions have been corrected. . i4Y3nsq' 3.2 PREPARATION z. A. Clean substrate of dust, debris, and other substances detrimental to roofing installation according to roofing system manufacturers written instructions. Remove sharp projections. B. Prevent materials from entering and clogging roof drains and conductors and from Ft 'i Kjuufar 1rrt spilling or migrating onto surfaces of other construction. Remove roof-drain plugs w',t,;;„, . .s when no work is taking place or when rain is forecast. 4y,` �' � ” 4 C. Complete terminations and base flashings and provide temporary seals to prevent water from entering completed sections of the roofing system at the end of the workday or when rain is forecast. Remove and discard temporary seals before beginning work on adjoining roofing. z� - 3 '� rn 3.3 VAPOR-RETARDER INSTALLATION A. Install vapor barrier membrane in accordance with manufacturer instructions. B. Completely seal vapor retarder at terminations, obstructions, and penetrations. t�r yy, ". 3.4 INSULATION INSTALLATION A. Coordinate installing roofing system components so insulation is not exposed to t precipitation or left exposed at the end of the workday. . , � l�drEytM1t, B. Comply with roofing system manufacturer's written instructions for installing roof insulation. C. Install tapered insulation under area of roofing to conform to slopes indicated and to ;« Shop Drawings. . C54199-00 07531 - 8 EPDM SINGLE-PLY MEMBRANE i. Yes RO—3/19/01 ROOFING ��:«��,.%""`.'t", ..i•r;.ti ( r-••.r.nvnyfrylxyry��,� Yt?4lrv•P!f}"w'...--..•. � - ^++w.+rwN�.qF+Y'4'im>74>w4,4dW�1iM1NLT7i1RAVY��`^ } ,f .t tr'iy�`�r j, 7�li r .il !.:,rl 11— 2Rr3^ t .:31 Y. f 'v �Ez t5 t ,�g'4A !J, r '. s. t c.jt I! s,5 ran fYr; 1 f ii' � y. : 'ti f t '.' ; r•r C.4};,+ }...tii. 1,i�'''�� {sj4'4��;1`fr' l.rh- •k��t �.,r,t.•t!: >,r�'::rx�°°',t t�f �{ ,Ef .t"i. i r�t / V , rs 2 ,,'�i rr' ��r;E}:; 1�' .,')4tit't�H�r�y p*;;" r' tt��' 4l' ( t t< r i i t r .: (5 £ x �' T ) '1•'!n ks I + •,, 1. � 'i �4� tl t7s> s. r' w s}A ,t� IS{ t "� Y t � + 4 >i: t 1 +'t.'�f ,: 3 tr' t� YI a d.� �`'47p S�' �, +.3'R,{�}:1ii�a)i4`�l rt tiS 'i .u,! xZ.t a5•h},y n,A.t.1 ;, t'n rt ,. i1 1.1,Y r 1 i {.,r. s. + s ,,f, ) a.{ i f....s(� � tr;�,>y£.l 't.t*.tr��')1�.�4.t�t"s2�t„ '.=1-''4! lwgi �` ik 5 r� .l h \ C r V .,.i„_.,...,.nMlfaY,rq...nl!')J'S>'1!,z^,z.J»r rw.,...,,... ............. . .r. °••1; s ....., ., _. ....,. _.. ,.�...• , ....,,,w r,4 .th?Y,"".`Y (Q;.r*'e4,/n,n ,.,,........ .,t....`.... t 1. ii, y." .d'``''�'):-''1•.�tom:\:�.:'iJt.' WATER POLLUTION CONTROL FACILITY EXPANSION ; CITY OF JEFFERSON, MISSOURI D. Install two or more layers of insulation under area of roofing to achieve required l thickness; stagger joints of each succeeding layer. E. Trim surface of insulation where necessary at roof drains so completed surface is flush ` { and does not restrict flow of water. F. Install insulation with long joints of insulation in a continuous straight line with end ' joints staggered between rows, abutting edges and ends between boards. Fill gaps �;�; ;�,•�,`',}�r••_: ,- exceeding 1/4 inch with insulation. `' '` r 1. Cut and fit insulation within 1/4 inch of nailers, projections, and penetrations. G. Adhered Insulation: Install each layer of insulation and adhere to substrate as follows: .1 1. Prime surface on concrete deck with asphalt primer at rate of 3/4 gal./100 sq. ft. (0.3 L/sq. m) and allow primer to dry. 2. Set each layer of insulation in a solid mopping of hot roofing asphalt, applied within plus or minus 25 deg. F(14 deg C)of equiviscous temperature. , �.':;t`{:+ 3.5 ADHERED SHEET INSTALLATION �`` •n4 ' A. Install EPDM sheet over area to receive roofing according to roofing system manufacturer's written instructions. Unroll sheet and allow to relax for a minimum of � . .:i✓' 30 minutes. B. Start installation of sheet in presence of roofing system manufacturer's technical personnel. C. Accurately align sheets and maintain uniform side and end laps of minimum dimensions required by manufacturer. Stagger end laps. and underside of sheet at rate required y D. Apply bonding adhesive to substrate e b ti�.�i,:;;,,,>�;��:•� manufacturer and allow to partially dry. Do not apply bonding adhesive to splice area of sheet. E. Mechanically or adhesively fasten sheet securely at terminations and perimeter of roofing. > F. Apply roofing sheet with side laps shingled with slope of roof deck where possible. ;- >K G. Spread sealant or mastic bed over deck drain flange at deck drains and securely seal ' xt + :. roofing sheet in place with clamping g. , iy ��ya+r vc , wed H. Install adhered EPDM sheet and auxiliary materials to tie in to existing roofing. .�+� •r<;; £, r ,qt��r'rfttt":ira4 L t r C5-4199-00 07531 -9 EPDM SINGLE-PLY MEMBRANE RO—3/19/01 ROOFING m•,... -. .A'7,.4+ Yy ',pfit•'MY��M,.,,+wnsv, s+ `• •._• r .-., 'S , ;• .' y. l Y a'.7 tr ,.°4 1: z C(L)iiYJl., � `. �t7�,,bt t � •, . n .� t1 � Sri. ' A t {r { i Y.,r .. ,. 1 •s _ .a� C�"f.yt S�t�.{t 1tv :. L r..y��t r� 4�i � ! I ' � 1 s�• l t ,}ti'�iT ry��r �s i, a)�£i'(r tl .a5{�7f.t'��'.'•I E;, 1 •:v i t 1 .r' t r � 4 \ I r �� , •b�a�' •f i 1� r� ,a t r r ' ,N� .•, t .i > S' i"'x,�. YfrlHi ��{ ';,?4 a fmaT, eU ?o- t. •,� y, yeti I f�i b a -tit ! A r t r,7 � e,;•. s r• ,ti,t �=nlfts. �er� �,.l,1 SYnP.Sti t�!�.� , t ( 1j( + :- ,:- � �� ,..'.;. . ua,.•,, wn2rt3,";E"i;t. n�.SfVX,wmrl t�»..,....... ....... ,.:,..,.,.,ad,'+;AwY�NfdA+ nt 'S }ktt} '7�4�FHflkM^triMMAaYn•I.W w.,..c..........,. . .:. ..�.�.,...w„v.N.,..U.».wf.tr.±T+Y. t.rs Hrt Ur+-.et r,. ,.... :...1... .... ...»... ...:. t .. �C. F � �f r}r+`!e y �� Ell ' ,r WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI 3.5 SEAM INSTALLATION A. Clean both faces of splice areas, apply splicing cement, and firmly roll side and end laps of overlapping sheets according to manufacturer's written instructions to ensure a watertight seam installation. Apply lap sealant and seal exposed edges of sheet terminations. 1. Apply a continuous bead of in-seam sealant before closing splice if required by roofing system manufacturer. Yi'' t' pw B. Clean and prime both faces of splice areas apply splice tape, and firmly roll side and .�� 1 end laps of overlapping sheets according to manufacturers written instructions to ensure a watertight seam installation. Apply lap sealant and seal exposed edges of sheet terminations. jC. Repair tears, voids,and lapped seams in roofing that does not meet requirements. t ',. 3.7 FLASHING INSTALLATION �;`,;;k 3A e, (• i 'S A. Install sheet flashings and preformed flashing accessories and adhere to substrates t;':' _`- •.xa`'n, F'.;`s ,; according to roofing system manufacturer's written instructions. B. Provide continuous compressible tube when horizontal roof meets vertical member. :,w, `' t +1 + ?•. Do not adhere roof member nor flashing to compressible tube. C. Apply bonding adhesive to substrate and underside of flashing sheet at required rate 179 and allow to partially dry. Do not apply bonding adhesive to seam area of flashing. ' D. Flash penetrations and field-formed inside and outside corners with cured or uncured j sheet flashing as recommended b manufacturer. M�., :' S�r�'•i(fit 'Y'�ri1��4t71�'.�l•, 111{ '�`t'�Li,•.,�,r:. E. Clean splice areas, apply splicing cement, and firmly roll side and end laps of �5;"` ' "'"" overlapping sheets according to manufacturers written instructions to ensure a �I }r,�,r; 3kr. ;, fig;,'• 9'�;y:,,i.(.,t .I yi:ti. •qfi watertight seam installation. Apply lap sealant and seal exposed edges of sheet 1 flashing terminations. F. Terminate and seal top of sheet fleshings and mechanically anchor to substrate 4 �F' ZYS.fi ' through termination bars. „r , E,f+� .��;.�� }� ��"iii• 3.8 WALKWAY INSTALLATION A. Install walkway products in location indicated. Adhere walkway products to substrate with compatible adhesive according to roofing system manufacturer's written rc instructions. C5-4199-00 07531 - 10 EPDM SINGLE-PLY MEMBRANE ' RO-3/19/01 ROOFING i • rt �ya4r� J -C• } t y,.„.,..,,�„,�,.o, ...,.,.. ,y.--.—«.ww!i.9s¢iL > Aww+... R f,s r . .,,r, •e},t�',..:Yyt etr`, Pir.";.S”'"'? t?�t4 .:t:.,...` '.R#P¢RU4t1.7Sjiii++1NW4M4'?�""""'!!" - ., 1fit.VX2l1`.t'�Rfti `+Aii/iN�l• �S .. . i ,,r t + f e 1F3 •x? 'dco,.;, ;�G++:,,,�,�t, ,i �.41n s .tr: I..t .a r �„ 4 Sri{t,•�:,S;t.-�r.e.,'�:i .�� py + j" �`�1��t�1(rtr t 't':+{ r-er•� .! `� f r ,,c , t.�xl I '': a, 4 i c J � ! �t ry i� r�� r�l}d�''l ��t�� (�(" � �.I e?v.7,'•,•1��c il"%'sr, r �eJ'. yi i t t f•)-�: C s .c f r. e t t S; 51t.j•,.. t,11K• �r,v� 1.i.�...:r�;tf. .SuU.�ey,•as is T, irtrsl'EC4 i y,_!m:-f i,G+:`S:t t;..+-, er r. a .p r f .i r ?�� t �'t Ivl!}! ti 1 F (..i t�,,� �`• c� �''¢., +, �di�� S.t.s✓t .! } t ;5 �;}, + ,t ( S t F• S ( � s'f�£"h 41;7 uirf'S ��?. .y � ,br.r ^^, { , r 'F , t..'. i �, ..!. i .., :+).'• s d '! r,,"h`. .,�r k.. a,St,F i vjf(1t1 eyl�{�r'S i�t� ,i7:!��i��i t e �fi` i�, 7 {• I .: 1 i • .. , n, f.-nnw r�h,H'l HWN,i M•M1.f�w•mwwy.,....'�. .., .- t 4 ;r.>� aYKVCr1,t+4{+Y4tin.M MtA :,:-,N.t?.✓...:t ..'„.:,c 1 t' ,' ....�..e....... � � .. _....,., WATER POLLUTION CONTROL FACILITY EXPANSION ` CITY OF JEFFERSON,MISSOURI I 3.9 FIELD QUALITY CONTROL A. Final Roof Inspection: Arrange for roofing system manufacturer's technical personnel to inspect roofing installation on completion and submit report to Engineer. ; a 1. Notify Engineer or Owner 48 hours in advance of the date and time of inspection. B. Repair or remove and replace components of membrane roofing system where test results or inspections indicate that they do not comply with specified requirements. :> 1;{ ' ` C. Additional testing and inspecting, at Contractor' expense, will be performed to determine compliance of replaced or additional work with specified requirements. 3.10 PROTECTING AND CLEANING A. Protect sheet membrane roofing from damage and wear during remainder of 2, J construction period. When .remaining construction will not affect or endanger roofing, ; inspect roofing for deterioration and damage, describing its nature and extent in a J written report,with copies to Engineer and Owner. �'•� B. Correct deficiencies in or remove roofing that does not comply with requirements, Viz•.:,,°�'`';C��;r {.r repair substrates, reinstall roofing, and repair sheet flashings to a condition free of damage and deterioration at the time of Substantial Completion and according to warranty requirements. C. Clean overspray and spillage from adjacent construction using cleaning agents andM" procedures recommended by manufacturer of affected construction. Ct•�(f�( )!`it fit..�'E„ �• �. 3.11 ROOFING INSTALLER'S WARRANTY " A. WHEREAS herein called the "Roofing Installer," has performed roofing and associated work ("work") on the following ! 7 h' r,y project: 1. Owner: 2. Address: ``'. .','•;'` 3. Building Name/Type: 4. Address: } ». 5. Area of Work: ' ;�•� 6. Acceptance Date: 7. Warranty Period: 8. Expiration Date: B. AND WHEREAS Roofing Installer has contracted (either directly with Owner or indirectly as a subcontractor)to warrant said work against leaks and faulty or defective r w ;i•,; materials and workmanship for designated Warranty Period, y`41ii !� rtf 5c1li,��.f.fjj t,55 t.. C5-4199-00 07531 - 11 EPDM SINGLE-PLY MEMBRANE1 ;{ ?::r; RO—3/19/01 ROOFING 7 �.; pi .,.., wM•!PMMrtL'IL1J+A7 a}4r+Ya!7�ti!�'�" '•'sY .( .. '•'.""Toev,1W�X�V�'d"".�r..1`rj t ) ��SJy� i�, �&�i .+!1 :Gwt��T`T"�eaC�4711M1FY1(KM{Ml t�tu�n!rt ?vaYN17A1itiWK1W��'"'rr`� t. ..•r. ! .x 1 :}a ! � f �1'.' )}'' 4�,� a' ;! jl r.� I e„f rr��1i�iablo'at�kt�1'•jl'� �17..+• i It+..i :•4 r.f '4! ,.. .,. j. :_y '.a '.y�. C,. +, .:: i[;j. ,r I�} A .f�.:d` - S Z,.' ya1 Sti ti��1A �, `a•2 �}il. ,t; v i�� I �,. + , Il'rt' 3�. i. � '�, ,, ,}�y,}: ; 4 t'- �`+fit:g�: ^.�,,.� al •.�, i�,;a , S t•i� I � ti tt s!. {;yr..,.,1.�. .��Y G.a, ♦'Jt RC T 1U'.e, f•'�:�'2 't� �+1 u' l 3� r ;!. .rt, { ..n. ,! j.', ,;l:.a 1'4: r Y •ti!, ah!>Y,�..�,�'"I 2 ' H, v .'i�"r ty e. 1 p: o,!_, �T; .S,rp +,ititi3 Y�..t,:�7l t�,•�`7�J�x�, {YItalNif•r.,�'�! s:'> a,kr„],.a,.e.;.Jt,r., ,f •':,`:',^�•{•.'. 4o-;.2.: I rt;.:. �.'i �: I i � , +t',i, �'�, !,•� a t .k•,. }. ?r ?I+?.2j!..dk7 � j�:(�1$��}�w«.� .. ��1Q�,�t:, I afl ��.t'h'•TCS 7a,:�°'SY f f. 1:).i t ({ !I r I .�Y, A). i '�, {,. .y. ,� ..1' r )kr,r.� /sTyl� y�.,.SjNu !!{{�p�f7r� �,'� 'wf Q� <�: �'D}'<Y;3>1) 7�� {� 1 .,at.<' ! �.�1. C{t: '.t. I y. •i �. ni I! ! 'l 2? < J .Y.. j"t k� 9a.i'j �lFti •1aM..�tja! },at�t.q�1�,f);:.,;�! .,�•La L ,i,.,..y,',1^:r,Yt. c•y. :1 t .a.` .4. 1 � v , .,::; � 1)! 5 •�w ! �TP9. •It:' ..`b ...�� f..+. i fa City :!. •.Y• !. :a. , .y 1. .t. ,! 1 : 1 �.y ,f, .�• .�� a, .i.•�'AU4,il73:a. ✓ w .r 4 �C.� .U;y' ..I 4},' .k. F :7 t.. ! }i 5' t' i �:v''i�?x..°�'i;. « .��;!,..�('•'r.l?i�!K � Y'1 )............... 0.1-4 +� 'Tl � - t� •,� 1, .�fSr t , ��r r >Sf�, i ��1 t1 �'. t i d t� t� .1' ':'• ' t Kr {C �,tt ,�2xtr rlt K 1f 16 3 ! ° ., '1 � x. 11+;a r• c ,.. >. f} Vt ;h 2fClI;VS�ytr re It .4L+Ia.Mw•.•n,t...u..m e... ..,v..... .......... ... .. .. ..�....»•.v..4 w. t. .r...t s<:V" .. .„,..-. ..,..,.... ..n wr t ,�. ....Y•.. .,m^e.» � ,j'j'J� ; ' � `Y WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI C. NOW THEREFORE Roofing Installer hereby warrants, subject to terms and conditions herein set forth, that during Warranty Period he will at his own cost and g tY expense, make or cause to be made such repairs to or replacements of said work as are necessary to correct faulty and defective work and as are necessary to maintain said work in a watertight condition. D. This Warranty is made subject to the following terms and conditions: 1. Specifically excluded from this Warranty are damages to work and other parts of the building, and to building contents,caused by: � , a. lightning; b. peak gust wind speed exceeding 70 mph (m/sec) C. fire; rr ,t;' %r,';t., d. f roofs ,+ failure o roofing system substrate, including cracking, settlement, excessive deflection,deterioration, and decomposition; 4tiY r.t e. faulty construction of parapet walls, copings, chimneys, skylights, vents, equipment supports, and other edge conditions and penetrations of the r:�r�_; .`��.'-::'•r•�+:, work; f. vapor condensation on bottom of roofing; and _ ''''°`` '"' ` t t `1�i t , I g. activity on roofing by others, including construction contractors, a maintenance personnel, other persons, and animals, whether authorized or ,-q} unauthorized by Owner. 2. When work has been damaged by any of foregoing causes, Warranty shall be null and void until such damage has been repaired by Roofing Installer and until cost and expense thereof have been paid by Owner or by another responsible party so designated. � F.�:� •{,IJ��;�r4-2'��iw if�.�Itift:'++ri 3. Roofing Installer is responsible for damage to work covered by this Warranty but is not liable for consequential damages to building or building contents resultin g �,;:, •,?,rsy: 'i"?�r�:l;�nt. from leaks or faults or defects of work. 4. During Warranty Period, if Owner allows alteration of work by anyone other than Roofing Installer including cutting,patching, and maintenance in connection with •; penetrations, attachment of other work, and positioning of anything on roof, this Warranty shall become null and void on date of said alterations, but only to the ?' % ' ; extent said alterations affect work covered by this Warranty. If Owner engages -1 G+��;�^'•�;{_•��<f,4;,`: Roofing Installer to perform said alterations Warranty shall not become null and i r}+ �� try' 1L�,Kyt, i void unless Roofing Installer, before starting said work, shall have notified Owner � ;f in writing, showing easonable cause for claim that said alterations would likel g Y damage or deteriorate work thereby reasonably y• " '�"'' justifying a limitation or ��a ,.•L � y;�:,�•• termination of this Warranty. 5. During Warranty Period, if original use of roof is changed and it becomes used for but was not originally specified for a promenade work deck spray-cooled i surface, flooded basin, or other use or service more severe than originally ! specified, this Warranty shall become null and void on date of said change, but �= only to the extent said change affects work covered by this Warranty. J j C5-4199-00 07531 - 12 EPDM SINGLE-PLY MEMBs, RO—3/19/01 ROOFING 4 .fi��K��t '.,,�:,;^,•; ',i,".,.• Nnrttyipq'�yp�U�4!R4�IkStillY'#GIPQJ•'7`"vaur.,w.wr-- .-.."",",'!"trwl5rtii)l�1tSri ,xi�W, �—Y�+�'t.^^•,t �.TC,', nrt .� �LJ ?b."=Sp.!.>. t•:;ti ,a t r ,t;� 1} r' 3 'Ky, t .{�.., 5 }J,nty f K: t !J 1t,�, 1� t}'t�r ��i;n K 4 t :t .,• r i S '' + ��5:'�. i1' Ntt y.�M,�r l + � 7JC�+�o`�l,'trt;�a�,;kirrr,•,� } 1.1 7 't}� '. 1�+ � t ;tt f 4 .1 F ..l 4 X i F(,, U�"1}itt' t;��t't 7t s ,r(J'1 C r ! ° f .S ..r t [ � t41 +t,S ip �l• T �.+, i!�".sa.�.if 1 4.} t.4i iV '3.: . st t I + � ,.t r 'r i 1 a1 .r t t ,. i�.q��.44�a 1�>�F•Y � . � ° �t Y qy b ' , •'r t•• i 'r tti•. t�1'f4it �.{�:N4L '!t •e..-....en,n. 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The Owner shall promptly notify Roofing Installer of observed known or ,,: suspected leaks, defects, or deterioration and shall afford reasonable opportunity or Roofing Installer to inspect work and to examine evidence of such leaks, k,,• ,. ':•;�.; defects, or deterioration. .'1 kcrY 7. This Warranty is recognized to be the only warranty of Roofing Installer on said work and shall not operate to restrict or cut off Owner from other remedies and ' {4 resources lawfully available to Owner in cases of roofing failure. Specifically, ; this Warranty shall not operate to relieve Roofing Installer of responsibility for .� performance of original work according to requirements of the Contract •� t-��..•J. Documents, regardless of whether Contract was a contract directly with Owner or a subcontract with Owner's General Contractor. , WITNESS THEREOF, this instrument has been duly executed this day of ' ' r t, • 1. Authorized Signature: 2. Name: 3. Title: , ;?' : f ;. y` y� ` END OF SECTION 07531 M., aSt,. $04?ripT3r ri Y r.a U .7.rii;11tT}. H J 3, C5-4199-00 07531 - 13 EPDM SINGLE-PLY MEMBRANE RO-3/19/01 ROOFING =tf ' , •6'.A ::t^ .'rllx •}j..'i -,Jk7 ct?rS,t^','rT'��:`tcs`„�c"'J�i`'xi�@h 11,';.f°"°';:'7,?,'*^!"l'w!�r��"?"r:-'t�i,n.r'2gfYt•,,:�„2 t'„r^,#r'•�,'i�' >.(^, t>y�,, ' ..•�� •'�.., �tN o.5 >;t a.k;ie't:, .{ ;,r.a4°&t.r.Q., .s,yS�.y, a�.vn,..ewv_ „sFr.,r•.xM.,ft..tl.;.t.r.. {tx. .:f,Y,c r,,, .� :tFr ,{.. t ;r , a'�;'%''"''S..0 > ,+,+ ,' '.q?1?f.,,�, 1. J".�, t .r I:J 4 �'r" 5}`'S„�.;,.:,4;7.,,.rr" �;• k°,�t.n?�P7,'!>•I:f,M.t...,.tr I�.. ,t;.r. Yr fi.<15 dt+, Yr 3 le r { 'f,e .7. .fi}•r '' �C�,r •Yz tr ��+�t' & ,' 4'�j�'r M {rt •r��S.,�.. •:#y:+, 1 .r;•:i, ..,V.T ..�,v ,s... ^tkA,.,.:r ,.�•. �c, t1;;-,; J r,; •y:. r r'�::,z�,,..,�,r 3ytb. �;xt •c .Y Ajn� ,�;'y. t t f � y::t�r'-. 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I. • 'ni 'r �:•;fySlrY�� r} rf., ,+, fit' :r-•` ,�; •gin, � s. ,7 1:+"r;', :5., CI". ,. ''a':.. �r' .3 ,r'. ..n.7 �y. ,��•}2 ,,{� °.rt � �' t, .7 f ., f,Y; ti: '°s. :t..a,it .r �.. 1.'�Ti%".7;. ,c'`,v. -:F; .tt,. ,r t)Y.,t ,k.•n.r, cc�if r ,,':3 �+•,�, :4..,7•. t� 1. ..X ,:t.a }: ,kd. `'�', ;,{ ;,2.. t `;P�'N+„rz.:i.,,.. •,t. 's�`r..•.1. e.sdL1 ,�{t if•�, r�„l :.�`5�,'.tr .'p '�`S�K� s,,�}�r i 'r .e' 'I•n `fi,... ..e.n i,� .t..;, d .,I'.. ,.. � .f T ,;� :l•lk}.)(, �.:., !1,' } ._�"�,i. '�� ii ,:er {>r>f}; �',(, r;,�./i; 'C. �f r�` �•. 9�� t� i �- :F�. .:ik:� 1 :5. �r xt;;3 r.r,. '?,,r'rr , .�,,r..��,�.��'�}r« ,p'a'd' .;`�. 11F.t` •,,r...��tf- 1,��' '� ti •t� �rIr 1 i �� C 1a�,�; jv4 } r.,,�ypy� .: ,}.., „ , ♦ ? l.. :� ' '� t t t ( .;I .+ ^ ':.r 'y '•'�yf $ t.-0�.ijt r {tlfa �'S"��k,�'�Y ;. J. j �,t tiA t tl }Fay i� t4 � wf•$5d undo et r *rvw»nl., «.,.. ...., .. � .,.r.,. ,,,... ... _<,,,-,...... .. � �•......,...,».,..>«*n�....a+t..era•o.x•r +w ............. , t ��, F? i q ,,.. .r....,f+•e Mf,4 Mb: ,hMC^n ..� ....._., ..n r ir. ..,, .i�.,..,� . r'Nr J„e.i,..., ... .. :t }t WATER POLLUTION CONTROL FACILITY EXPANSION ' J ' CITY OF JEFFERSON, MISSOURI t SECTION 07610 - SHEET METAL ROOFING I PART I - GENERAL, Ai f .Ml 1.1 RELATED DOCUMENTS h7JtY. tS.rYfr M'n A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this .�.y,.;,n,; { Section. r77 .3j,w 1,2 SUMMARY A. This Section includes the following: r 1. Flat-seam stainless steel metal roofing with fascias, roof drainage system and exposed trim. ') 2. Waterproofing and other underlayment materials. 3. Substrate Boards 4. Rigid insulation for metal roofing. 5. Stainless steel roof drainage systems. 6. Stainless steel snow guards. ' B. Related Sections include e the :-�•,;y�:;� •t<,� ' 1. Division 5 Section "Steel Deck" for steel roof deck. 2. Division 6 Section"Miscellaneous Carpentry" for wood framing and decking. g 3. Division 7 Section Sheet Metal Flashing and Trim for stainless steel roof drainage system and trim. `1a'`"'7=•,`;,`.; ,I 1.3 PERFORMANCE REQUIREMENTS t Mat YJ�••,'��}"rh J+"�''}!;,', ,�.:, A. Provide complete sheet metal roofing system capable of withstanding normal thermal movement, wind loading, structural movement thermally induced movement and j Vic„ ';iq `�;`•:";:" <: exposure to weather without failure or infiltration of water into the building interior. i rw Roof system shall include but not be limited to factory fabricated metal roof panels cleat clips, anchors and fasteners, sheet metal flashing and drainage components related to sheet metal roofing, fascia panels, trim underla ment and accessories as `a ''Y"' k"k' '1•. indicated and as required for weathertight installation. t t B. The metal cladding system including stiffeners when required, shall be able to withstand a wind load of not less than 25 pounds per square foot 957 pascals), or other required loading. '?All C. Air infiltration through the system shall be less than 0.06 cubic feet per Minute t: ,s�t;•,w;'x ' ,' f;�;,:'•?!,•, (0.0017 cubic meters per minute) at a pressure differential of 0.435 inches water gaugear7- :, (11 mm H2O). ru. ter; r� n C5-4199-00 07610 - 1 SHEET METAL ROOFING RO—3/19/01 .�Z*H'i's,".", um'.•"'""."°"s, w 'T"' i :? "...`""'f+!}sawiaet&i, a.++<rw.,•m..r,.,•^^,^^;•-..,, t '.ti"ST +tee!iwstianupauw.�a!+'*'�,^^°+°'..'n 'a }r t"r Ip ,:yd. , .p. ,ti •.d "' ,n;.• •ti,••,t •- P•,.1 C t.ti,• q,t .!. ..i:t�t'f.'j•', rq J�. - ! ( �f x '' F ,tY �;��ggt..,,�r, �fu{b�;.s a.2,C i� r��. ,y{�tF�.,t:t t. ,t:,:��, '.l�¢,�:i [( , 'Ii ...•f1 t? t�,",G.r i t(r., ,1 t 7 ,; y.. 1 i:r` r t .+ � r 'i � r, t+ { .,•f!6,i yy 'Y^, �•'p`, � '7ir. ,y . .j• �•71 rn rf°f^fi';'i'4,:y, d J t". , ,��t• ? .r�� 7�� t } ii., r 't I ..�.w. .�, J aJt ro :7 ` �S t .4 .�,. %iY,It1.4 r".;:v�� \ . C �r i'It �y{, '' I?t.Y. •X.I,1: �. ''l. r i •.t;.i t .jt. 1 f ;k'!1f{:t3.'��:{t li+,,...;'a'f,";'��r.{+"�.:tt�t },.�tt r a; r _ �� d`� Irf } r '., �i c � yr 1 5'ls y � t � S!1 t{ra.r�� :i•y ,a. .;'J .,ti ;1�, .1. 1 ,• 14t vt s�4..fi., JF'1!lint "u:�f. ;•. - +...,. � , '.. ..., .. � .. .y i,{ 'fir rl. iUDfk}�31r�MeMIYMq/td•..h.,..M�v.An...,.J..... .......✓.«n J r.. .,...,•.t....r h...•.n •.,..r.« . .•r...°............ .r.•. °Kw{.1I..r,,f.5lta:.a4c... ..!•..... ... . ....L nA�nx,T'N7.�J WATER POLLUTION CONTROL FACILITY EXPANSION t°� CITY OF JEFFERSON,MISSOURI D. At a 5PSF (239 pascals) pressure differential and a uniform water flow of 5 gallons per square foot (2,04 liters per square meter) of face area for a period of 15 minutes, there shall be no water leakage. E. The anchorage system shall be designed so that the panels are secure yet "free- floating" to accommodate thermal expansion and contraction, and seismic movement. )c 'w,;i}` x,75 ti •,! 1.4 SUBMITTALS A. Product Data: For each product indicated. Include details of construction relative to ' materials, f f dimensions of individual components profiles and finishes. ' M B. Shop Drawings: Submit per contract requirements and Division 1. 1. Details for forming,joining, and securing metal roofing, and for pattern of seams. x Show direction of roof expansion and contraction. Show expansion joint details and waterproof connections to adjoining work and at obstructions and penetrations. Show details of all penetrations. 2. Fasteners, cleat and attachment layout, and method of attachment to substrate. 3. Description of installation. •' M "I C. Samples for Initial Selection: Manufacturer's color charts showing the full range of k a••,.d:y colors available for metal roofing with color-coated finishes. D. Samples for Verification: 12-inch square specimens of metal roofing material with specified finishes applied. Where finishes involve normal color and texture variations, � include Sample sets of 2 or more units showing the full range of variations expected. :•.�n„_.,r,�'s>�=r�,;•.�i• l E. Product Certificates: Signed by manufacturers of the following products certifying that the products furnished comply with requirements: 1. Sheet metal roofing. 2. Special finishes. F. Qualification Data: For firms and persons specified in the "Quality Assurance” Article to demonstrate their capabilities and experience. Include lists of completed projects with project names and addresses, names and addresses of Engineers and t, .ut,Ttcy owners, and other information specified. 1 1.5 QUALITY ASSURANCE :' h ;�' ^' '°';• • r '1 Y° A. Installer Qualifications: Engage an experienced installer who has completed sheet � metal roofing similar in material, design, forming method, and extent to that indicated for this Project and with a record of successful in-service performance. �£�yr,",� •��,�, a � fit,`-- C5-4199-00 07610 - 2 SHEET METAL ROOTING RO 3/19/01 7 ' '} .,fit ,.�4;4�'�, `{�r�i• ,iti"�i`s t'? 1, t ;ti: "."'•.'"`"'Jma*urn'�l��F.'Mq?NM�+slih'�•'•J++'. '^""„ww!w,+x4:,a2YrsN2 7a'1'p 'ddJK47C�kfN�" '"' ,r t.^?'�.t„� .�t 1�l�YJ>{'P v ��.Z/'y�• ... ,4 }x.:',�; , .] i,t ^ , I ! r ,/ ri° F;.iS;!},t•1'r \!. ” 'A� u, j � ' r _"•} s ,; , :is.,.,tSr�f.r£/Ji.k,,1{ St;''+��,�:. �':y5�;}.i,t ... f r L 1 ^JtJ itr�t.�y�:;$� Y i?� h;'' ,F, +, ,j `c.�. .1• J.k , Ys.� ,��.�T.a a.�y,�'!,. �•. q 7' '":K ,.iP.ij l�''1�s:, 'f'.,`..•tS ! .a.. > r t'r 'r.`'r'._ si :'r�s4a 11• }�. a�,;•h�lJ�y.},{y� t ;, Iv.4•C�` iy.Y'.•c �J �.T!.,; r wI .f• y ? 1 5' i. .•{ 4. 1 �ti�/Sr4 a�, ltz.Jy} SY'F�5 .�s.5',h 4'J,'•i �- f< ,. s /. s :., r + {� .t. .,1 �s�t'�f�'t��/,yt{'��4�'t"r,'�ya.'d %a�. +i�:. : !, ,.s;`�Y' 1 t i t; 1 '1 't � , (�r 'P i L{iY,• i,'�>>q 1,,%;�h �� , ��},'•. r'.r {•, 1 ..t `! i � J i...,r s j I�5 z;:ut .}!7'`��''Y`ri;+i•�.N�•;�fiifi'., y�i b„r,:.,';`f� , {fi tr S } y! t; k t' -'r' .. .:.+ ..', :.,. •.'- • ., . • .;} s ., iJi.!.< t t �' r v�2ssns4. 1�.9�i1 rN } ":.�.....ww•.Jt,n fd egsr+n•mnn, r..._. : .., ,....... ..... ..... .... . . . WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI ' B. Industry Standard: Unless otherwise shown orspecified, comply with the Sheet Metal II and Air Conditioning Contractors National Association's (SMACNA) "Architectural r "') Sheet Metal Manual," Conform to dimensions and profiles shown. C. Wind-Uplift Resistance: Provide roof assemblies that meet requirements of UL 580 r for Class 90 wind-uplift resistance. 1. Maintain current certification of UL follow-up program for field-rolled panels on field-forming equipment. D. Mockups: Before installing sheet metal roofing, construct mockups for each form o£ hs4 construction and finish required to verify selections made under Sample submittals and to demonstrate aesthetic effects and qualities of materials and execution. Build mockups to comply with the following requirements, using exposed and concealed materials and forming methods indicated for completed Work. 1. Locate mockups in the location and of the size indicated or, if not indicated as E::•, :;%:.,}.: .: .' P = ; directed by Engineer. Mock-up to include the following components: Typical i panel, panel flat seam joints at top, side and panel bottom, roof edge and fascia, # roof edge and gutter assembly. 2. Notify Engineer 7 days in advance of the dates and times when mockups will be constructed. ^`f 3. Demonstrate the proposed range of aesthetic effects and workmanship, 4. Obtain Engineer's approval of mockups before starting metal roofing Work. ! 5. Maintain mockups during construction in an undisturbed condition as a standard for judging the completed Work. 'r 4r1 1.6 COORDINATION A. Coordinate Work of this section with interfacing and adjoining Work for proper sequencing of each installation. Metal roofing installer shall coordinate installation of " roof components with installation of Section 13100, Lighting Protection. Ensure best ' -, possible weather resistance, durability of Work, and protection of materials and r ' • ' finishes. _ 1.7 DELIVERY, STORAGE, AND HANDLING A. Deliver metal coils, panels, and other roofing materials so they will not be damaged or j deformed. Package roofing materials for protection against transportation damage. rr 1 B. Handling: Exercise care in unloading, storing, and erecting roofing materials to fi prevent bending, warping,twisting, and surface damage. t • ' C. Stack materials on platforms or pallets, covered with tarpaulins or other suitable weathertight and ventilated covering. Store metal roof coils and panels to ensure ,; dryness. Do not store coils or panels in contact with other materials that might cause staining, denting, or other surface damage. C54199-00 07610 - 3 SHEET METAL ROOFING >� RO—3/19/01 r tt Y •+^'{�rPfA4IT7J/ 1('W1,�A'!�'3b:y( »t' C</lt!{T,E IF(W"r'..U?4A!..�"°^ »hwxlxxvsi�.IpA'wW SprFiYa 't'� K�^r ro«a.+w=r� .s x •�•^t,7�,i 1 / F • .5 t a s s ! .r Tr .}F rat +a .'�.5 f,�}dY t� 4� rt, i e! t t 'l" I tt,.r c t+. ar•r� r,a4r• � i5 t ( t:, , t r`n1. t�=�t�*t '. t{t /,(St•*f tit F+ 'jt, S } 1.. ,Y `7 k'- 4 t, . .1, i .,� ,�, ( tY � ( � :1tr1�r. t�'t1�i(�•�',tax !�rf l •y ,1! u.3,� t , s� t t ,'i ' ' �� i11.• '� lt�t+% t7t rs;�� }1 1 '`:7J tvh r � �:. , : xpr.a 4 i<ays+t`t+s ,t• S Y,4+/1A95'�l Y'P4/YM!SPNmVIK.t«a.«.:.:.....::.._... .. .,. •_..•.•,.•.�.•F, (' �' t tfit rho WATER POLLUTION CONTROL FACILITY EXPANSION ! CITY OF JEFFERSON,MISSOURI 1.8 WARRANTY A. General Warranty: Special warranties specified in this Article shall not deprive ' Owner of other rights the Owner may have under other provisions of the Contract Documents and shall be in addition to, and run concurrent with, other warranties made ;, by the Contractor under requirements of the Contract Documents. B. Metal Roofing Manufacturer's Warranty: Submit a written 30 year warranty, without monetary limitation, signed by roofing system manufacturer agreeing to promptly repair or replace components of roofing system that fail in materials or workmanship r warran ty period of 30 years. Failure includes roof leaks. Oil canning induced • j ` from buckling stresses will be cause for panel replacement. Warranty shall include metal roof panels, flashings, roofing accessories and drainage systems, roof insulation, substrate board, fasteners, vapor retarder, and other components of metal roofing i system. i PART 2 - PRODUCTS j 2.1 MANUFACTURERS .{ A. Basis of Design Manufacturer: Stainless Steel Panels mechanically attached to deck with concealed fasteners. Provide the following system: i 1 u�Pt'r 1. Manufacturer: A. Zaluier Co. a. Product: 316 Stainless Steel. !' B. Additional Manufacturers: Subject to compliance with requirements, other j manufacturers will be accepted provided their products meets or exceeds the aesthetic Sa�Ff,;t4tK; .ft CJ 1 .1 and quality performance of Basis of Design Manufacturer's specified product. C. Stainless-Steel Sheet: ASTM A 666,Type 304, dead soft, fully annealed. 1. Angel Hair Finish. •;''.,., Finish: 2. Thickness: 16 GA. minimum. 2.2 UNDERLAYMENT MATERIALS A. Vapor Barrier Underlayment: Minimum 6-mil polyethylene sheeting complying with ASTM D 4397. 1 B. High Temperature Sheet: Self-adhering, polymer-modified, bituminous sheet k :f•. underlayment, complying with ASTM D 1970, minimum 40 mils thick. Provide ,r ,,a,?,,•,: primer when recommended by underlayment manufacturer. .•(' i t Products: Subject to compliance with requirements, provide one of the following: t+, ylt". I C54199-00 07610 -4 SHEET METAL ROOFING t :h RO--3/19/01 1 .., .:.;. .-„,...,raVvr.•tl W7kYJY71T'r:Ahllh7SWF11tM5F2'\+fi1C .1,' (-"!t•r*^`l :i\p,7 t f(1rJ1137,�1��X tt h't�l t, (t.l r r { a , irY 14 K71Nt&NW it},ri : kky{4ta. .t -.. iil i,iy'i1 ':L, ., .t ';t' .,. .�. r•r .5` L r.{o- f�' L�.f`t,: �{ '�� 11'a 't{`r''litr7' .�.-:� i. :1.1 , fi�Sf.t,. +) 'rt l '!i't l *11 tt .{Y,S��StFF i�'}. <S'e j•S ix43D.r"t�)jpy ��'�•t,{� ,� r F\'rr..,;r r 3..•, J. S.' :r ; .1.J "YI. 5 y• 1 .�. i t” ,1 t t� ( �{I C: .;`'i':+r : i �S.'' r ;l t } i ir ah?S,.''4 f�.�' a lt�i+' {/�'ft�>•i':: �#e�viij�t,i �tr il ....r1,4 Atli ,(� 1 r �}t,•" :!r#;,.:'°,.. us ;5'r tt ., .r-:'. ;' 'r. 5' r .(�F fr, a�•:2.{� t� 'r Y{r�� .a g�.+.".':�: '?A:�dtal:+r 1>n :i ,t � `-t't t: .i , '.i r i x �i t' .,,t�_�^+, ,'�t. �,�', ,,,,•,1f;t S.lr:. 'S r xs r,1 S,c� '{;Y• r�'>t. { 1 r +! t -.t t ' ,i�' .is x�: ..a : �.1},.,,ik,•,»s;{' i rat,.:}' r:+'S,4x '��"i"+'. ".l� , •,Y 5 t,i+. �: ,'� it �{.f' MS,k.,$�i?`1t. ',��,t' s-$'�,. 'r. tih.t4 f: rtF�v�,te�,lj�n7 i.. t x r r'• 1 ::, t.'. t. � :}'.�,c UY�(i'r��tjY�'t jk��,s�'.y ..4+.}�"�. { , , ( '.t ' t •4? t �1�'+'YJ iS�. 4.J a nt7; i - ., .. • �, ..�, t ; � r �,tJrf�11 rz. ,r WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI 1 a. WR Grace & Co. Vycor Ultra. Yx b. Nicolon/Marafi Group Mirardri WIP 300 HT C. Carlisle CCW-725 d. ore equal q L � 2.3 MISCELLANEOUS MATERIALS ,'n;,,;:.q{..,,,� A. General: Provide materials and types of fasteners, solder, welding rods, protective coatings, separators, sealants, and accessory items as required for a complete roofinguKy ';. .>, Fy� t system and as recommended by sheet metal manufacturer and fabricator for metal ,,,,..k roofing work, unless otherwise indicated, yx- B. Expansion-Joint Sealant: For hooked-type expansion joints, which must be free to ;:;tr;,;,::,�.• move, provide nonsettng, nonhardening, nonmigrating, heavy-bodied polyisobutylene yJ sealant. { r C. Metal Accessories: Provide components matching sheet metal roofing in finish and 4a material that are required for a complete roofing system, including the following: `,}�,,,,,,SS,? ,f;';.:, ,• 1. Trim, copings, flashing,fasciae, gutters, and louvers. 2. Cowlings, enclosures and piping flashing for rooftop mechanical equipment ;,':L;,<<t?: fumes, exhaust fan hood and vent pipes. 3. Snow guards. A rzr th, '. � 'y'o`u«� �=`•��;4t�'✓j?'• �'� D. Sealing Tape: Pressure-sews t i ive, 100 percent solids, polyisobutylene compound sealing tape with release paper backing. Provide permanently elastic, nonsag, r, ' nontoxic,nonstaining tape. E. Elastomeric Joint Sealant: AS TM C 920, of base polymer, type, grade, class, and use classifications required to produce joints in roofing that will remain weathertight and as recommended by the roofing manufacturer for installation indicated. F. Bituminous Coating: Cold-applied asphalt mastic, SSPC-Paint 12, compounded for Provide inert-type 15-mil dry film thickness per coat, unless otherwise indicated. noncorrosive compound free of asbestos fibers, sulfur components, and other deleterious impurities. 2.4 RIGID INSULATION A. Provide high temperature rigid roof.,asulation consisting of a 2-inch thick composition ` t nailing surface of 7/16 inch, APA rated, ` of polyisocyanurate foam core with a top ' oriented strand board. ;'r:'k:' B. Products: Provide one of the following; other manufacturers or similar products t t "' acceptable as approved by Engineer: C5-4199-00 07610 - 5 SHEET METAL ROOFING RO— 3/19/01 tai' 1/t 111JJJJ} ) T '�i .W,Ryxyu+Hrw�+T Y"1 Y1�1'Y fc"*'j Y� � t �,'.t�..:v: , 317 9GH�f�{iM•r+ult+rirYpr,Yr'pf�7NOr�+r!•"..... - �at9t`'x�3W ( ,{ . c.! ,4•�'?�l�<' �S*E. 5 , �1 r: ita , ' j :,,.?.;, ad, a i tJ '�'� `'i't.�.0 �i'.v," r }yu , r,.r ,f t �`,z .•d az r. ',,;• r :.,, r,>t 'i i,�}}: L�, '�A!,w(t a,�� y�. )r4. '! i v�? i t { t .i` z k .t £ � ! ..4.¢ ,tit Yb.#`l•�%iJh'=',1;� .ii'ht — s��•}Er rj�c zt:r:,.,�4a, , ::,, ; ',� f �l, � t {� �t '� ',r , � ;tt s ,'� !. ��',:i;�;y�.,r,.,..z,.�•.: s � �n,� Al $ •t��t t y i , ti;' " .. • ), t wirYr Y.C7 S r ,t rt ) t .....�.�,«.....«,A.wCi......,},,..,.....«...•�.._: .. �... ..•... ,r..w.,,,.�matHi,+ti., .y' .r.�v.. ............ r .a-s�:e ,.44....... ..,.«,.....n, rtr.Aunj�M.-n'.. ..r.. .w..,...._.». ,..,, .. •._...:....,.+u(1 et�t'/k96 �hix `i.+ } Y j s WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI 1. Celotex Corp.; Product--Nail-Line'rM. 2. Apache Products Corp.; Hy Therm Product—Nail-Line, ... .. .?`. 3. R max, Inc.; Product—Nail Base. 4. or equal C. Install per Manufacturer's written instructions. 2.5 SUBSTRATE BOARDS {?r'" A. Substrate Board: ASTM C 1177, glass-mat, water-resistant gypsum substrate, 5/8 thick. Fe., ki R 1. Product: Subject to compliance with requirements, provide "Dens-Deck" by �,�''' ; Georgia-Pacific Corporation, or equal. �y '• .G;;'; ; , B. Fasteners: Factory-coated steel fasteners and metal or plastic plates meeting �``` ' `} • ' corrosion-resistance provisions in FMG 4470 designed for fastening substrate panel to roof deck. 2,6 FABRICATION A. Fabricate sheet me tal roofing to comply with details shown, with metal roofing �� `'t•� !,[� �'��f, manufacturers written instructions, and with recommendations of SMACNA s "Architectural Sheet Metal Manual" that apply to the design, dimensions, metal, and other characteristics of installation indicated. B. Fabricate sheet metal to allow for expansion in running work sufficient to prevent leakage damage, and deterioration of the Work. Form exposed sheet metalwork to fit r! leakage, g substrates without excessive oil canning, buckling, and tool marks, true to line and # t':t`r; A?'tat}�•,Y.3;rye::' levels indicated, and with exposed edges folded back to form hems. Li C. Expansion Provisions: Where lapped or bayonet-type expansion provisions in the Work cannot be used, or would not be sufficiently waterproof and weatherproof, form expansion joints of intermeshing hooked flanges, not less than 1 inch (25 mm) deep, I' filled with sealant(concealed within joints). t ). sg- �:j •J�rtp,�it]nFtj{�Y'?,f''>,.$. D. Sealant Joints: Where movable, nonexpansion-type joints are indicated or required to ?'{•{Y< ttyy ,trr4,J., produce weathertight seams, form metal to provide for proper installation of elastomeric sealant, in compliance with SMACNA standards. E. Separations: Separate metal from noncompatible metal or corrosive substrates by coating concealed surfaces at locations of contact with bituminous coating or other �+r permanent separation as recommended by manufacturer or fabricator. �m fit; i rM ` F. Penetrations through the roof shall be fabricated and installed to allow for expansion g p r?Y.•f� Y xn and construction of roof sheet without buckling. " C54199-00 07610 - 6 SHEET METAL ROOFING RO—3/19/01 II Ytl7 � '•�� ..._...-• ':"7,'•;C.'�:;a!'F^ �ii� `YI'1•��` 9isi 3y} Yr. r' t. rr [., .7 y ttt6t r,4} 's3 ''si J}r•�'(?vjs,�,Yp' �' L1Y tl�rr rc �Sfl''ty'it }y'tw.',f7�., LYr ` p' ti .�,z. tf 3 r �1 K -r t �� c ! . t `N ! u '.t: !s',t�3 5.�,�r �, �!}I� �?�i7.t�•'tyt �:. v K• 1 b}f�l�t`��F7 , � '?fit ir''�tt �.t..i ;.t) .�,: r s o, ,.,1-�.. , ! . ,• r } a ti +r i. ,, � f j .ys'� t� �iy ' '2r1�[:rk.� tl}`, ., t �1..t: »� if s: t. t..t r �d 3+1a �S+'f•�M1°�;f � �!" ' WA'T'ER POLLUTION CONTROL FACILITY EXPANSION I CITY OF JEFFERSON,MISSOURI I• 23 ROOF DRAINAGE SYSTEM AND EXPOSED TRIM AND FASCIA A. Stainless steel fascia panels and trim and stainless steel drain system shall be provided . as work of this section. See Section 07620 for material and fabrication requirements. yty , PART 3 - EXECUTION Ct' 3.1 EXAMINATION present, for compliance with A. Examine substrates and conditions, with Installer prey p requirements indicated for conditions affecting performance of sheet metal roofing. ;x{4 ' ,� Do not proceed with installation until unsatisfactory conditions have been corrected. 3.2 PREPARATION v A. Coordinate metal roofing with lightning protection work, and construction of adjoining work to provide a leakproof, secure, and noncorrosive installation. B. Promptly remove protective film, if any, from exposed surfaces of metal roofing. Strip with care to avoid damage to finish. 3.3 INSTALLATION, GENERAL t • 4 ' Fr'i r A. Install substrate Dens-Deck, vapor barrier underlayment and insulation per manufacturer's written instructions. B. Install roofing components, fascia, trim and drainage systems to comply with sheet 'r metal roofing manufacturer's written instructions, unless otherwise indicated. C. Separate dissimilar metals by painting each metal surface in area of contact with a bituminous coating, by applying rubberized-asphalt underlayment to each metal r surface, or by other permanent separation as recommended by manufacturers of dissimilar metals. 'f t, 'f D. Install high temperature slip sheet on insulation under metal roofing unless otherwise recommended by sheet metal manufacturer. Apply and lap per sheet manufacturer's �t 5 instructions. E. Form and fabricate sheets, seams, strips, cleats, valleys, ridges, edge treatments 4-' integral flashings, and other components of metal roofing to profiles, patterns, and drainage arrangements shown and as required for leakproof construction. Provide for thermal expansion and contraction of the Work. Seal joints as shown and as required '".,:°; : a for leakproof construction. Shop fabricate materials to greatest extent possible. F. Fabricate and install work with lines and corners of exposed units true and accurate. Form exposed faces flat and free of buckles, excessive waves, and avoidable tool :`' - 7 SHEET METAL ROOFING C5-4199-00 07610 RO—3/19/01 rti �t tt ^+,'^"{"t*"uH'x�wY,l4v45'r;'tMM1iF'+�$Y+!+'^waeu.w+.++.wu+A.vrtviwnaa'fn -.•w�u+:aw i�rdM.cw:u-xx:w+snr•e+..ws } ^-+�w.nswa t+..�w s z+^r:�� C t,.. ��r,, :.t ti }�+•f ,�%.1Y 1. f . F 1 i' A' �,'' t � r.. tji..lf {17�,y,y�l 1v 1C .,:r.,+' � it i` a r' : 1 } �.. r 4 '+ , .i':i 1 :ry a,li F.15:i;'.,Sl•S }?��F� �i,. _ ...,-.-......... t _ d , i' wYw{,Ij wYv{.whrw..erysnr. n•„•., .,..w ' .. �..«.. n. • , t. .:.,,.,... e ._ ............ .. .....++n...u. r r 4 i. 4(kFT.' i s1t 3 14 1 l ' WATER POLLUTION CONTROL FACILI'T'Y EXPANSION ` CITY OF JEFFERSON,MISSOURI ..., r 1 marks,considering temper and reflectivity of metal. Provide uniform, neat seams with `4 minimum exposure of solder, welds, and sealant. Fold back sheet metal to form a hem on concealed side of exposed edges, unless otherwise indicated. G. Tin edges of uncoated sheets to be soldered, for a width of 1-1/2 inches using solder .. recommended for stainless steel and acid flux. Promptly remove every trace of acid flux residue from metal after tinning. Comply with manufacturer's recommended methods for cleaning and neutralization. Clean exposed surfaces of stainless steel of eve substance that is visible or that might cause corrosion of metal. every g H. Conceal fasteners and expansion provisions where possible in exposed work andh locate to minimize possibility of leakage. Cover and seal fasteners and anchors as required for a tight installation. /`' : ` ';``" '�' t,: 3.4 ACCESSORY INSTALLATION 4' ! A. General: Install accessories with positive anchorage to building and weathertight 1 , i mounting and provide for thermal expansion. Coordinate installation with fleshings J and other components, {..;..,� •".t:alt x 1. Install components required for a complete sheet metal roofing assembly ;;-,<;,,�;:, including trim, copings, ridge closures, seam covers, flashings, sealants, gaskets, fillers, closure strips, and similar items. B. Flashing and Trim: Comply with performance requirements, manufacturers written installation instructions, and SMACNA's "Architectural Sheet Metal Manual." i i Provide concealed fasteners where possible and set units true to line and level as indicated. Install work with laps,joints, and seams that will be permanently watertight and weather resistant. I F-, y , 1. Install exposed flashing and trim that is without excessive oil canning, buckling, and tool marks and that is true to line and levels indicated, with exposed edges folded back to form hems. Install sheet metal flashing and trim to fit substrates '"'!'�' ` and to result in waterproof and weather-resistant performance. } 2. Expansion Provisions: Provide for thermal expansion of exposed flashing and trim. Space movement joints at a maximum of 10 feet 3 m with no joints allowed within 24 inches (600 mm) of corner or intersection. Where lapped or L bayonet-type expansion provisions cannot be used or would not be sufficiently weather resistant and waterproof, form expansion joints of intermeshing hooked flanges, not less than 1 inch 25 mm deep, filled with mastic sealant (concealed ` r1 within joints). X� C. Gutters: Join sections with riveted and soldered or lapped and sealed joints. Attach ;° r• ,,)i�.r ?r•. . utters to eave with utter hangers spaced not more than 4 feet (1.2 m o.c. using manufacturer's standard fasteners. Provide end closures and seal watertight with �„ ,;j�$, "'`_; ,;;•;;$,, '± sealant. Provide for thermal expansion. r'� i�,�°''j C54199-00 07610 - 8 SHEET METAL ROOFING ;± RO— 3/19/01 '". st'f n..,..r..r+. ,.y•. -•..ww•rarkneswrMFNlsai4tAh'Md&,Yr.aSI>YN 7". »-*.wsr>ynY.et.;re;;uVrroe.Ml�+tsts.u+rYeara++Y.•, ,!e T' .t:t +~ F-,s`r ;.�t`E:,,st Igri � �� ` ,J;\�., �.,�!.Y�. i r. ..tl.: ?r .z ur:} �; j{s�(i..�jF'{.y'�t��',�+'`t .�}yy'tar}�t${1" �"7 � 4r,'•tt;1 i fL ,r 7' 4;"R+..td11 i %. r , .tr at. 4. ,t t' .i.. '•. 4 5�,. .t3: r d t ..,. ..il. � ,:.1: f`hl'q,<f�lb��(t�}•}}yyf', � a,�,�.... o-r o f :.i 1.�.{t ri 7 j. E t i .f t.•? ' r t. , t{S r t )'.Y�t� i s�k�,v,'�r-�1j!"%. � !j „i F ` ! " .'1l ''' .�r r '! .. ,'rl.i. ,. F/S �.ti�e'r.i 1�5= �q�t� y.r (�ky"?�gf,aY'eY",y`}, ,L••,uN v=Alt�+�. '''� rr ! 1 '1 F 1 .. .1.. .t".! ''Yf,tss �_y�,•`?x?li�iRr£�,2��i'fs:% „. � j�YZn�'''1 �!.' 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L i �t 'f'. r ,},�r s�•1!r.4 hs�p`. 11. ,' � � i � $ .Y.t';;Y 3 r f t S.. ,.. ,, { �`• 4A",;,�}. t;,� •{rt�i�J�s••r��nr .r a,•1.t.��} ,J. r�_ , t r � n7 .1 1. , A.F b�.}Fr fit` .!1},��1f,C �"Lt��j` ai '.R ...4�.}�aiw�.kstt�.'kN4xi5^AxpinnirmY:+4ir,,.:.......w..:. ..�nlnw,rmsrdt;rrxrM'•cs+r.yen:NeuMrr,.•wv~,t „ '!E ' bb."'1w+..::iw.w.2' . [_t}",�,3h�+,�Vq, e�}d'Y 't •. :�,.•.• � ,•,:, ••'+--- . r Ss....:.,...iyLriwv:%+.LPr:.iwNiddrdrt'tntit'n r s. .+ t .. x t� WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON MISSOURI ' ,1 - D. Downspouts: Join sections with 1-1/2-inch (38-mm) telescoping joints. Provide fasteners designed to hold downspouts securely 1 inch (25 mm) away from walls; locate fasteners at top and bottom and at approximately 60 inches (1500 mm) o.c. in between. ri r 4j^`tk� f;{,! E. Roof Curbs: Install curbs at locations indicated on Drawings. Install flashing around �+' t' „•; bases where they meet sheet metal roofing. z,,,:; s � F. Snow Guards: Snow guards shall be welded to sheet metal roofing. ' :., gu , G. Pipe Flashing: Form flashing around pipe penetration and sheet metal roofing. Fasten and seal to sheet metal roofing as recommended by manufacturer. 3.5 ERECTION TOLERANCES A. Installation Tolerances: Shim and align sheet metal roofing within installed tolerance ', Ir of 1/4 inch in 20 feet(6 mm in 6 m) on slope and location lines as indicated and within ';`4; 1/8-inch(3-mm)offset of adjoining faces and of alignment of matching profiles, pr ''4;:". 3.6 PROTECTION � 5'r, xi;; :., fir A. Provide final protection and maintain conditions, in a manner acceptable tor`�'��i'r manufacturer taller, that a •,;.: ,`�''�"�, and Ins metal ensure roofing is without damage or ' {��`�^�s'�,,�'�',''.i• deterioration at the time of Substantial Completion. { END OF SECTION 07610 ��ix' " `. 7i. { •. 4�”3 iii �;��.. ��kWa,+Su��`rt�tri C5-4199-00 07610- 9 SHEET METAL ROOFING RO—3/19/01 , ,:,;. ;,Y�, C:s'.i a.,1�r.;P ,11+41'..4,1 ., r:+.,fit. +{'r. :Y,, A !M;n'!`..i;,f',^'!i;.:lr . +;a;.t<,?.:S:Yi>r•v,.SP':;i.C'<s rw.S.w.!» ....Z*.r d +.nG� F �+ JF.:: '.k%�'^71�•,.p {,,f s�rd4.,;f,�,�.yh i,•7Y•:G.'p:. •'r y6C j.xt t•tar ':i� i..z... c .{�'",c- t .,�>:.i'ti4Y ? ,Y,. t•1 t J S „S;^`..j Mt,1. '£,.rt. •J ✓ ,{ S,};8:t "k '. y�.,. 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Jt Cta : ;a �yk I se J WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI 11 w tea- SECTION 07620 - SHEET METAL FLASHING AND TRIM PART l - GENERAL r 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and r3�. +.• r Supplementary Conditions and Division 1 Specification Sections apply to this 1 �" t�.:• . Section. SUMMARY 1.2 A. This Section includes sheet metal flashing and trim in the following categories: �. 1. Roof-drainage systems. - 2. Exposed trim, gravel stops, and fasciae. 's:.%' �J 3. Copings. 4. Metal flashing. B. Related Sections: The following Sections contain requirements that relate to this Section: iw 1. Division 7 Section "Sheet Metal Roofing," for stainless steel roofs stem. Y 2. Division 7 Section "Roof Accessories" for set-on-type curbs, roof hatches and `7 other manufactured roof accessories. 3. Division "Joint Sealants" , 7 Section for elastomeric sealants. 1.3 PERFORMANCE REQUIREMENTS A. General: Provide sheet metal flashing and trim to withstand wind loads structural movement, thermally induced movement, and exposure to weather without failing. , ;..4 ,.l,..t B. Fabricate and install flashings at roof edges to comply with recommendations of FM Loss Prevention Data Sheet 1-49 for the following wind zone: '` !, 1. Wind Zone l: Wind pressures of 10 to 20 psf. 1 ''fit F 1.4 SUBMITTALS ;+ '. A. General: Submit each item in this Article according o the Conditions of the Contract 3�7za'artb Vii: and Division 1 Specification Sections. g ?;> r B. Product Data including manufacturer's material and finish data, installation instructions, and general recommendations for each specified flashing material and fabricated product. d! �='wk•rfl,�,1i{i{yak i,.,,..', ; t' C54199-00 07620 - 1 SHEET METAL FLASHING AND TRIM : ' '° RO—3/19/01 ,i�.;,' ' ,, IJ�t: st`rz��XX, `.".'ns•'>aws w�autivPa+A'WAe�tdw+asne,«a,...-,..— q ,-,, r. ••r�Nwyen+yyxv.�wcn.w..,i-r- ,."�:,.r�.a. 3�'t�;��*UJ 4{tlr ' ' I�' tl ( icq.L i{ k Nf C{:51 .1r .t,,..:ttt•..iS i�tcaE: t y .yt .V• , .` f 7' x �� ,i. r U. �s t. ?„� , , � r!r �4"'.1 t�yl�t'.rr:v�,iy}`�r ��t k i�',:% Fj �a ,� `��,�. 511., 1. ., Ah t �� 6 t,.P ;i 4 f., t ., .. .t.• j ,`4 ( � r 1 ! ; r ..Mfr �,Y.",1 hx`''`��"��;X�N L. 1 r! � � ,•, �� `t , ! j ,r, t � t v�/. 'lad�c`� t _ ��Y ;t � ..tj•,w.}.k''y �., 7 .1 �,. ,t- r.7 r r' t< ; 1 !. .l.-t r t .t I f., t• l t f<, v 7 .5 �../.t�{4 tr .}�7�ri Jrl 't.}+�=�4��t`') Yr Y .,y; r d �c i t.! t �s F: '• 'y, ri..r n 3t k` r i,.+,.. l:r'. 'Sthe� IF �'s 1-i It r I,,Wz.. nu`t �1 WATER POLLUTION CONTROL FACILITY EXPANSION �1 CITY OF JEFFERSON,MISSOURI C. Shop Drawings of each item specified showing layout, profiles, methods of joining, ' and anchorage details, �>a 1.5 QUALITY ASSURANCE '•.'11 A. Installer Qualifications: Engage an experience Installer who has completed sheet metal flashing and trim work similar in material, design, and extent to that indicated for this Project and with a record of successful in-service performance. 1.6 PROJECT CONDITIONS A. Coordinate Work of this Section with interfacing and adjoining Work for proper j sequencing of each installation. Ensure best possible weather resistance, durability of q g Work, and protection of materials and finishesi.iN. kr"`M1a PART 2 -PRODUCTS " 2.1 METALS A. Stainless-Steel Sheet: ASTM A 167, Type 304, soft annealed with No. 2D finish minimum 0.0187 inch thick, unless otherwise indicated. ;y}. `"`t`'' B. Aluminum-Zinc Alloy-Coated Steel Sheet: ASTM A 792, Class AZ-50 coating, Grade 40 (ASTM A 792M, Class AZ-150 coating, Grade 275) or to suit project s` conditions, with 55 percent aluminum, not less than 0.0396 inch (1.0 mm) thick, unless otherwise indicated. C, C. Aluminum wall coping (at Head Works building only). 1. Manufacturer: Hickman a. Product: Permasnap Parapet b. Material: .063 Aluminum C. Finish: Anodized Aluminum-clear 2. or Equal is "g:4h`•� "'T,y: t 2.2 MISCELLANEOUS MATERIALS AND ACCESSORIES ,.�.� A. Solder for Stainless Steel: ASTM B 32, Grade Sn60, used with an acid flux of type Lj xyr , r`. recommended by stainless-steel sheet manufacturer;use a noncorrosive rosin flux over tinned surfaces. „g B. Stainless-Steel Welding Rods: Type recommended by stainless-steel sheet !, manufacturer for a of metal sheets furnished. ;W'T7i;�t ` '' � :- C. Primer: Zinc molybdate primer. r ;lsf C5-4199-00 07620 -2 SHEET METAL FLASHING AND TRIM RO—3/19/01 ..Y r tn++T^+^'^.^ :t.y +.p.,.t .9K�lfr '^n+mr'rialr KkklfUil}tf1s{f�APYi?ro!'�+"+'!f T.'^""'f .t. „•jsTr'.� 'z�4i.S' �4��i, .,�"4t� rr ry tS°:' t r ti':hit ,{'S,. .r t��"�.r• .r, �!S 4t,.. .s t r'• r rj�"K�r.'.A�t' r� U ,r I.�; Y' c,��"':a..l, i••C.7 N e 1 ).4 ,.1~ti',.;" '..t'1%:�+ ,•1' ..f' i. x !',t '+ :. ,i Jt rt,i: :F'jr,}:;'(;,S, ,�,.�s:.�,.,s t€��yi? •4): d it 'C { �� ,Y'•ih rp r`;�f'il ,.. a ,1 t:,4'' .1 ,15 r .... , T � ,, .r r. 4t,{ Lbfrf} {r.rd jr,nyi`ir'k4a x}iT• 5 k<i�`, t {y Yi 1 1{r.+. r'A.,�.. s t ,,1 «Y" ?l, ,t: ,s :�.:< ,i _ i y:t•.'3,i, i,+a•�i(:i.Eta't,.; 'cy"`y'''{}• '', SS• •,,�.�U�`Y r-{. +3"ya:JSY'�{i 1 ,�t.•,rl,°, .�t+ „1 � 5 7 .1, a s _f'.; 4 t S'i t t .I�� :r(, ).',..+ ii.r x - .?,.i•{4 FaS5,5 y>t:t%}�Lt+.7ta, 1 1' �,4,�dt�'"`'w,t.o t f;, : s.,�C .�''�4 }•j 'i'f. Z � ;z+ rjf•.r. „!. t' J rl ,'.r. F. 1 ,v. }:,.:>: 41i.Z.':11 .ht$},.,?3•'y�, pi 1+ '. ., Su X7'1 f �2{ � .?f ,ii pt��, r 1 1 ,�( } .Y 7:lys t,'•:" Y'd' �� 1� Yrtlf't r; a,,..�.,{ar .�, ,.,iy},; ;)•`',�.:} !" .�? 1, 'h15'+,YAtr., 1 'fi• ''t S '"•t. ', :t'.r.z{tt'ts,f..,.�?.,.�•-i,�.��e .t4��""E!{:'Yy �1� �". :��;lf,,'+3�Yr tt',:s, ,?19YsrcirS.,� e,.:t?,'{t.}tt4 ',}}'t 't ! + i '!' t '.t a r „r,+ei,t.r s, k � tf tJ+, ti}{ �'y-�,r'y✓'{t' �x '`X'- `•�t �4t JL'S`f.r�c::,r��`°i�'LY f.l 1%�a.,j%Ixvt",} a .tr ir:t 1`7Y+ ` { '' :� t r i t � 6. ,t• i`r t y r,� .,+'t,+Y ))ir.'t�r `tic4r, 't�s�;.�t,,2} '�f:'T. .t ,C.. ✓iYe .'.S.�:'�}�i :}. t r 4 ! 'i N 1 fi :}f;,'h.a �`�xy µ s:,r+" '+'tr Y, t�^'wa'{r. ..x .5 Il.r. 'rt �ti ..t.,� , Y :Z{s i � ,.. t } .t ylF t1l .1:� •'2��r&taG fps '�2,�rc Ctl 'S ,,(`' }yt. rr °'S ':7 tid,,(r s{ �r '':! rt{r s ..'( t r r '„'r ,ti .''i lA' :'.. y .tl�i� `�C ..Y'4'��,1'�h�43}��X�� Frr�;�� .r•�} c a 4! ' 'xrcJYl!".iYri f^nR'.F"HF tF<ng•!:,•. .r.M...v:...... .r":...,... .,. :n. _,:.... .... ...... _•.. . ........ ..,.... ..M.w..t ,. , v.wsn.,..«,........_ ,. ... .... yy I� WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI r ' f D. Protective Backing Paint: Zinc mol bdate alkyd. °+ E. Fasteners: Same metal as sheet metal flashing or other noncorrosive metal as t recommended by sheet metal manufacturer. Match finish of exposed heads with material being fastened. F. Asphalt Mastic: SSPC-Paint 12, solvent-type asphalt mastic, nominally free of sulfur and containing no asbestos fibers, compounded for 15-mil film thickness per coat. g P � dry p ��r;;,`„j •^,t.': G. Mastic Sealant: Polyisobutylene; nonhardening, nonskinning, nondrying, :.£,.5� .r , nonmigrating sealant. , k,G•' H. Elastomeric Sealant: Generic type recommended by sheet metal manufacturer and 4 .... 'w � fabricator of components being sealed and complying with requirements for joint y f V ; sealants as specified in Division 7 Section "Joint Sealants.” y I. Epoxy Seam Sealer: 2-part, noncorrosive, aluminum seam-cementing compound, recommended by aluminum manufacturer for exterior and interior nonmoving joints, s 4 including riveted joints. J. Adhesives: Type recommended by flashing sheet metal manufacturer for waterproof and weather-resistant seaming and adhesive application of flashing sheet metal. 4. K. Paper Slip Sheet: 5-lb/square red rosin, sized building paper conforming to FS W-B- 790, Type 1, Style 1 b. L. Polyethylene Underlayment: ASTM D 4397, minimum 6-mil- thick black ' polyethylene film, resistant to decay when tested according to ASTM E 154. M. Metal Accessories: Provide sheet metal clips, straps, anchoring devices, and similar " accessory units as required for installation of Work, matching or compatible with ' material being installed; noncorrosive; size and thickness required for performance. ' N. Roofing Cement: ASTM D 4586, Type I, asbestos free, asphalt based. , t 2.3 FABRICATION, GENERAL A. Sheet Metal Fabrication Standard: Fabricate sheet metal flashing and trim to comply with recommendations of SMACNA's "Architectural Sheet Metal Manual" that apply lfY to the design, dimensions,metal, and other characteristics of the item indicated. B. Comply with details shown to fabricate sheet metal flashing and trim that fit substrates ,. and result in waterproof and weather-resistant performance once installed. Verify Y t f 4! ` shapes and dimensions of surfaces to be covered before fabricating sheet metal, C54199-00 07620 - 3 SHEET METAL FLASHING AND TRIM RO 3/19/01 TI ' ...!± � ,`+l,.r"nyrya•4yygyµ 4YP'lhYb`6a[YrpMwaT+.!ww..'• +.»u'Swusa+•vsw.tu.. '^^"+nvnwtnYAt,d✓.i1wVt45UAatN.u/ww!!'v+^^""".' r. "'"M�tYMMKaM!v+wwo w••;.�.f`"ati'(.f'l,;`7?' �"s 'Y' `TY 5 4:: a l�i��"V•s�:'�;,{rt',i:.'/ ' y .ft' ! 7r 1 t. tt ,t: �;r u�,«.'f1QiY�$tiY,] ` { AA `La}'` i. s' ` i,. ' r }. 4f" v .+t ' c •`` ,fit t!p`f r3Y;� �{, �i{.}.�tjt$�}1�c'�`�,. .i •y1fr;"St '°M rY �y 14 2, t .. .' �t ,""at t� tr1 # j:. r 1� t�4"�. 13AM11 OR 1 ;IN, dEYV a 4y s . .rw r.,�?N.v>q Nti.: ...�hs1MYJ3(F• . z�11 ^` r E E, r• a� � r E WATER POLLUTION CONTROL FACILITY EXPANSION twj CITY OF JEFFERSON, MISSOURI C. Form exposed sheet metal Work that is without excessive oil canning, buckling, and j l tool marks and that is true to line and levels indicated, with exposed edges folded back to form hems. ' D. Seams: Fabricate nonmoving seams in stainless steel sheet metal with flat-lock seams. ; Tin edges to be seamed,form seams, and solder. �' 4 I ;. E. Seams: Fabricate nonmoving seams in alumin un with flat-lock seams. Form seams and seal with epoxy seam sealer. Rivet J oints for additional strength. MI F. Expansion Provisions: Space movement joints at maximum of 10 feet with no joints u' > j allowed within 24 inches of corner or intersection. Where lapped or bayonet-type expansion provisions in Work cannot be used or would not be sufficiently weatherproof and waterproof, form expansion joints of intermeshing hooked flanges, " not less than 1 inch deep, filled with mastic sealant(concealed within joints). „-;,i;• ,,,,,;,;,,,;,,:>;:, 1 G. Sealed Joints: Form nonexpansion, but movable, joints in metal to accommodate ±'ki ` elastomeric sealant to comply with SMACNA standards. nj I! H. Separate metal from noncompatible metal or corrosive substrates by coating concealed surfaces at locations of contact with asphalt mastic or other permanent separation as recommended by manufacturer. i I. Conceal fasteners and expansion provisions where possible. Exposed fasteners are not allowed on faces of sheet metal exposed to public view. J. Fabricate cleats and attachment devices from same material as sheet metal component �:1 lr '. being anchored or from compatible, noncorrosive metal recommended by sheet metal ;;;,,•?'s^=;4,,<t:. manufacturer. E5 1. Size: As recommended by SMACNA manual or sheet metal manufacturer for application but never less than thickness of metal being secured. 2.4 SHEET METAL FABRICATIONS A. General: Fabricate sheet metal items in thickness or weight needed to comply with performance requirements but not less than recommended by SMACNA. I � i�iti�4�Y i,1.1. tt.l l.4 •, PART 3 - EXECUTION 3.1 EXAMINATION A. Examine substrates and conditions under which sheet metal flashing and trim are to be installed and verify that Work may properly commence. Da not proceed with ,�,��;ti: •�,�� ;. � xf, installation until unsatisfactory conditions have been corrected. ;,• C54199-00 07620 - 4 SHEET METAL FLASHING AND TRIM RO—3/19/01 !�'y�;�•'r^'--^T�+-'--r t i �••'•�'"""fi1p�lpi?N;�i+lFlTi��aAOwxvr>• ^*^++wwy.fcwxv4uuawut/MasaN.K'.st+vnv►+ s.•ry ^�I--f' m r r yr aFt�: i�I ..lvr�t'FY'C.,r ++ 5 1 sn t kt S t , rH4Y tb.., pt�{•rr....,.we, wn. ......._ ...:.., ...' ,. ... .,._. ' ,.nam u , urN i z t,2.rvw r < ; . i � I( WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI f l ' 3.2 INSTALLATION A. General: Unless otherwise indicated, install sheet metal flashing and trim to comply with performance requirements, manufacturer's installation instructions, and SMACNA's "Architectural Sheet Metal Manual." Anchor units of Work securely in place by methods indicated, providing for thermal expansion of metal units; conceal fasteners where possible, and set units true to line and level as indicated. Install Work with laps,joints, and searns that will be permanently watertight and weatherproof. B. Install exposed sheet metal Work that is without excessive oil canning, buckling, and tool marks and that is true to line and levels indicated, with exposed edges folded backy`�;: :?,,*;, to form hems. Install sheet metal flashing and trim to fit substrates and to result int; ; ' waterproof and weather-resistant performance. Verify shapes and dimensions of surfaces to be covered before fabricating sheet metal. C. Roof-Edge Flashings: Secure metal flashings at roof edges according to FM Loss Prevention Data Sheet 1-49 for specified wind zone. i D. Expansion Provisions: Provide for thermal expansion of exposed sheet metal Work. .? Space movement 'Dints at maximum of 10 feet with no 'Dints allowed within 24 inches , of coiner or intersection. Where lapped or bayonet-type expansion provisions in Work cannot be used or would not be sufficiently weatherproof and waterproof, form expansion joints of intermeshing hooked flanges, not less than 1 inch deep, filled with mastic sealant(concealed within joints). 1 E. Soldered Joints: Clean surfaces to be soldered removing oils and foreign matter. Pretin edges of sheets to be soldered to a width of 1-1/2 inches except wherepretinned ? G surface would show in finished Work. ''`.'.tit"•.„�.Y,,�',,„ 1. Do not solder the following metals: i a. Aluminum. 2. Do not use torches for soldering. Heat surfaces to receive solder and flow solder j into joint. Fill joint completely. Completely remove flux and spatter from f a exposed surfaces. F. Sealed Joints: Form nonexpansion, but movable, joints in metal to accommodate !f elastomeric sealant to comply with SMACNA standards. Fill joint with sealant and form metal to completely conceal sealant. ri 1. Use joint adhesive for nonmoving joints specified not to be soldered. G. Seams: Fabricate nonmoving seams in stainless steel sheet metal with flat-lock seams. Tin edges to be seamed, form seams, and solder. ::;.; ropy'.4S.t'::%::'.G.•�, CS-4199.00 07620 - 5 SHEET METAL FLASHING AND TRIM ,. 110 3/19/01 : j r � 7.{ti i* �''�'.t�fify "'{ '!,ia"'Arova+'Iwn,mrv.MVw+.K4t'?MUW+Mf+^^' ;, """"TM'u'"`+MPim'L�.arxKtw+Nt...,o-.....,..___.� I.. .....,..,w.nlww4+.+n-«.+t--:y��_:7 .:�.it,;nit' ..+.:•`d'^�.�]��i �.: 1+?'��it 4 a zt 1.,.c }t,i f } t• ', t.. 1 'f, ',l f i t ti t i� j i/tt+�Sil}tIN Yt� 17. .{�'�>7�i�,,,', t,, r �� ,z?� s/ yfk} E.: 't ,tti�•1 s 7 .. 7 .'.t i ..'- '.. '.r = t '. t in �1 ._.�.} �i�.y;,.; {� a�' ;? �� (�� r r. I,r. ... t. r > � i t),t/ � 'i J .f11��{L!. t`r.{{? s .'.}.•.x t1. . 1 '.. . .,:';4'T'.v,�.r,.,,. .,, ,'. . ., .. ...e... r,t"/.t i2'Se.� S1..Vtmro vmw..,,....w.,« ..�.... .... ..........✓Jw<wi1.4Y Jij� f 11 11' WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI H. Seams: Fabricate nonmoving seams in aluminum with flat-'lock seams. Form seams and seal with epoxy seam sealer. Rivet joints for additional strength. i I. Separations: Separate metal from noncompatible metal or corrosive substrates by ' !, coating concealed surfaces, at locations of contact, with asphalt mastic or other i ?5jttta i }t;. permanent separation as recommended by manufacturer, 1 , 1. Underlayment: Where installing stainless steel or aluminum directly on ;N«; cementitious or wood substrates, install a slip sheet of red-rosin paper and a ,v; rria1 ` course of polyethylene underlayment. 2. Bed flanges of Work in a thick coat of roofing cement where required for i g n , x �•.arM t�+, waterproof performance. J. Roof-Drainage System: Install drainage items fabricated from sheet metal,with straps, l adhesives, and anchors recommended by SMACNA's Manual or the item manufacturer to drain roof in the most efficient manner. Coordinate roof-drain .s•, flashing installation with roof-drainage system installation. Coordinate flashing and .+ sheet metal items for steep-sloped roofs with roofing installation. ljt K. Roof-Penetration Flashing: Coordinate roof-penetration flashing installation with } ` '' ;'•'•'y," ii roofing and installation of items penetrating roof. Install flashing as follows: 1. Turn lead flashing down inside vent piping, being careful not to block vent piping v ``; with flashing. tsr.t,.' 2. Seal and clamp flashing to pipes penetrating roof, other than lead flashing on vent x �.3' -' Piping L. Slash Pans: Install where downspouts discharge on low-sloped roofs, unless ,, Splash P g p r A otherwise shown. Set in roof cement or sealant compatible with roofing membrane. ,i M. Install continuous utter screens on utters with noncorrosive fasteners, arranged as ,,,. g g hinged units to swing open for cleaning gutters. •r�1 �yy 9 .r��{1� ".t1�if. 3.3 CLEANING AND PROTECTION NO', A. Clean exposed metal surfaces, removing substances that might cause corrosion of metal or deterioration of finishes. B. Provide final protection and maintain conditions that ensure sheet metal flashing and trim Work during construction is without damage or deterioration other than natural ' weathering at the time of Substantial Completion. ?3 r END OF SECTION 07620 CDP C5-4199-00 07620 - 6 SHEET METAL FLASHING AND TRIM `.' 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Drawings and general provisions of the Contract, including General Conditions and Division 1 Specification Sections apply to this Section. 1.2 SUMMARY A. This Section includes the following: tA 1. Roof curbs. '�s,,,�a�},,•, } 2. Roof hatches. z 3. Ladder safety post. 1<t } B. Related Sections include the following: t Y' ' ( 1. Division 6 Section "Rough Carpentry" for roof sheathing, wood cants, and wood nailers. 2. Division 7 Section "Sheet Metal Flashing and Trim" for shop- and field-fabricated , ;• metal flashing an d counterflashing, scuppers, gutters, and downspouts, fasciae, roof expansion joint covers, valleys, and miscellaneous sheet metal trim and accessories. i �'� t4< . IIIF `� 1.3 SUBMITTALS ,'}'^b A. Product Data: For each type of product indicated. Include construction details, materials, dimensions of individual components and profiles, and finishes. u !, 1.4 QUALITY ASSURANCE i" A. Standards: Comply with the following: q,,cl Y,. ,��•Sj`t�1jr�,'het+t,. 1. SMACNA's "Architectural Sheet Metal Manual" details for fabrication of units �. : r? ;'. including flanges and cap flashing to coordinate with type of roofing indicated. 2. NRCA's "Roofing and Waterproofing Manual" details for installing units. PART 2 - PRODUCTS Kai�,•t ;,'z 2.1 MANUFACTURERSek.} : : A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: C54199-00 07720 - 1 ROOF ACCESSORIES i RO-3/19/011 ;: ;9r ; ?�bt �1;• w�7��.i:. 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S y�3,i,S, iii �> r,• � i.? t.,i,{ ..j(J(. r �, r �' + :. a, r,.:Ef,,Y x r,' Cr (. t -(h alrt,•I y�,'•� "�; s 1' .. .. n.r `;, r; I r tit'ys t ((i� t '•�F'•' 1 t Aay.. .x�rFS{l'�'iw i' .r F a r .. r t,. iA. �$ 4f.+5�5�'z�}i3r�`�1f L'X•?;,s(?&�j�e. ¢. .:�'t •. ' . .,uar,.J•MasrMUily+z .��,n,r«.e.r,,....:..+.... <s.n+n.+'xivnntum.u„ ^* ' ' taxxratW.at,.,r,a.ir�i..:.;r.f., ..+:},....:.',. .�,., :.•.. :.,�.w4.,nr..r.nc4xarrts5rek+'lrr.+rre6r.n•.w+,,..,....;._..._.._{: .. ..'.� f>.�.,nvet+krd( � !t�jk)4��.�^tji?5��i� WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI ' r, 1. Roof Curbs and Equipment Support a. Curbs Plus, Inc. r k b. Custom Curb, Inc. C. Pate Co.(The). "FI d. ThyCurb, Inc. e. or equal t}r ! 3 2. Roof Hatches: x ;ti.f,f a. Babcock-Davis Hatchways, Inc. ' b. Bilco Company. C. Dur-Red Products, Inc. �. `# k d. J. L. Industries, Inc. e. Milcor, Inc. }� ' £ Nystrom Products Co. .:- g. O'Keeffe's Inc. h. orequal r; 2.2 MATERIALS, GENERAL i A. Aluminum Sheet: ASTM B 209 for alclad alloy 3005H25 or alloy and temper required to suit forming operations,with mill finish,unless otherwise indicated. r'1N�}�u li'jy q, B. Bituminous Coating: SSPC-Paint 12, solvent-type bituminous mastic, nominally free of sulfur and containing no asbestos fibers, compounded for 15-mil dry film thickness per coating. 2.3 ROOF CURBS j A. General: Provide roof curbs capable of supporting superimposed live an ea loads, .:;"';:•/.' ,; including equipment loads and other construction to be supported on roof curbs. �,;��;� Coordinate dimensions with rough-in information or'Shop Drawings of equipment to l + be supported. B. Fabrication: Unless otherwise indicated or required for strength, fabricate units from minimum 0.0747-inch thick, structural-quality, hot-dip galvanized or aluminum-zinc }._y;' alloy-coated steel sheet; factory primed and prepared for painting with welded or sealed mechanical corner joints. .{ V �3�s��ir' iii Y3 •((< �t'Sy j5W� 2.4 ROOF HATCHES {; •' ,� fr � , t :d' 1 A. General: Fabricate units to withstand 40-lbf/sq. ft. external and 20-lbf/sq. ft. internal ' ',`'' ?<< loading pressure. Fraine with minimum 9-inch high, integral-curb, double-wall construction with 1-1/2-inch insulation, formed cants and cap flashing (roofing • .. .F ,,. , c counterflashin with welded or sealed mechanical corner 1oints. Provide double-wall g)� J 1� IV f1 C54199-00 07720 - 2 ROOF ACCESSORIES s , RO--3/19/01 ,. r z, -»r� rww�vurGUnrklaoYtrvat5a��u """ V�,`:y?:••ern- ._T^'��::n? 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S r f. r t .�..tr' ,n r Ye' 1 .�+'3 3 .wx•-;•b •:�. k'• ,ttri�:.• ht Y.+,,ctii•'t.,a5 �':..D '+ „r, ..!, H '.s!. } .t t Ti w tt)'' { tii {°?Y'ix4•' 5`f •. }r)S. .' ,. r; TrC4 ,�i.j�xr. v.•', ,t.ap.+.1,.t?�o-.,x.r,J ?:r} ! .x{:) .,).:'.r E �sl ; r.1''. iY'R +;'` .t;r ,.f.a:a' .:}il:, ..t-,,,.Y.yj�{{`'��.r .,�.,.,L y� y' J!: C„' > :N5 !t� uv,".z;yh7(y r#...,tii,,:1 ::('`SiL'dr,Ci,il r� t f i. .I .,7; f{' •(,t+; x } § .� •.� ` rf .� j t 8+. ,+i ,d. r :�, t ,it:..t;.}`t 1, {tit^ ..r .�53"vj' �xq•daJ�.f�r f. ,,ss�� .t' { �. t't .t 1 3 .t't r�§. �L.,, � '�' �K•,s'i`'7, tk'�t```i:�( _t tYt td`�'tiFq�;'ilzir'�✓x`• + t, � _w,. ti I�f .d S t :�i r .t ,..y{..yir(�'�;'F"3:` _ �Y r, ,c or'�t�,.} �7.� �i>.lk t;tw,A:i:/ i ,Fdt,. .i it:' } if'..., k3SE' �i'..a r 1'�f.i' •'st s .�' �B}:. , �`�>«.� ^':,i.yJ +r / Fi. ` 4V •+ r 4 s . �� r~, �irj } t � 4 t Jv .S.lt, e 1: r. +'1 t r^ �t: r r,t- i f y Y i:., t Yak +'r:S' ..�,• r F"nt, `'t;i;'`• t {. :�. 'S.rsVh,�"(c;r3V".' r� It •.rt j. / � �� 7+ t , ':, 'Il I :y t }:,°� ti+ t >i jti� ` r§�' .�! (h.�i` f :: r Lt. .a:I II +'. 7 1r ..,, .... ., .. } '4. }tt if .t..•qty V �rt � fr.�}1��F f.0 !N')=.r1 jj f�`T}""} I t i; •. r ,I.;.� � .. ,� i ' � j it {:xt ,?r r,}r'r4�jf�1ft' �+ .,'•E v ....`a,.ti...a:,w.•+FnInrM4J•viYwann+e.a.•F..,.ww•, « r,...:�..:,.. ............. .... „rt, 1. .;w.,,..r. ,r ',,,,,,....... ': _ � f WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI cover (lid) construction with I- inch thick insulation core. Provide gasketing and equip with corrosion-resistant hardware including pintle hinges, hold-open devices, interior padlock hasps, and both interior and exterior latch handles. I B. Type: Single-leaf personnel access. I t 1. For Ladder Access: 30 b y 36 inches. 7 C. Material: Aluminum, sheets and extrusions. { , _ µaria'' 1. Finish: Clear anodic. 2.5 LADDER AF S ETY POST A. Manufacturer: ' 1. BILCO Com Company.; �• 2. or equal B. Provide one at each ladder to roof. 2 X71 y. 2.6 FINISHES, GENERALy '., A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal +. f. Products" for recorrirnendations for applying and designating finishes. B. Protect mechanical finishes on exposed surfaces from damage by applying a strippable, temporary protective covering before shipping. PART 3 EXECUTION ;� '� 3.1 INSTALLATION A. General: Comply with manufacturer's written instructions. Coordinate installation of .. ; `. roof accessories with installation of roof deck, roof insulation, flashing, roofing r��,�},�a•.,• :� .. membranes penetrations, p equipment, and other construction involving roof ,4,,F; accessories to ens that h element of the Work performs properly and that •`.� 44, ensure eac emen combined elements are waterproof and weathertight. Anchor roof accessories securely to supporting structural substrates so they are capable of withstanding lateral and thermal stresses, and inward and outward loading pressures. �r�t >st ',,;, r� rk ,'. B. Install roof accessory items according to construction details of NRCA s "Roofing and ,gt Waterproofing Manual " •a`� ," unless otherwise indicated � :' t'.'y'E;tLriLt+:•HRliii-+•.'.,�. C54199-00 07720 - 3 ROOF ACCESSORIES ' {` RO—3/19/01 '.� rs±�et�lv`y"'"atcrf!nyrf�uyt►* m�s�sr�.+.r»r�wweKxrcynssn - * r r' y "-n.�..z+ rcx>� cwr�«w.r.« ... .�; ;... h r1; { .?:C �,.?� !'S`{c,� }.'�;;r-#, .I+.y$•' J i.j. .tt f,;,. r s �. .:} 1 ,:t fl. i,.' +< !r r.. ,t, -77µc±,i�ro-�c .,al,.•�r�.rk�' �{ �. ' t f`t;..s 4: ,t t , n.t F:: •r, t. 1 t.=';,.: ,•,t,.,'>_4,.0 ..i,yn,.�•,{r ��^, .after;!.::-s y�'<'•/rt..a fo;'. .�� +h��,,�""'rt'(•, '.��'' t .i T $r,' 1 1 r 1 .L�.V ;4'-• 1 „{. 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Separation: Separate metal from incompatible metal or corrosive substrates, including :t g '` wood, by coating concealed surfaces, at locations of contact, with bituminous coating other permanent separation. or providing p D. Flange Seals: Unless otherwise indicated, set flanges of accessory nits in a thick bed , rtta ti ' Y. of roofing cement to form a seal. ' tip:'•. a E. Cap Flashing: Where required as component of accessory, install cap flashing to i provide waterproof overlap with roofing or roof flashing (as counterflashing). Seal •{ `t r overlap with thick bead of mastic sealant. with operable components. Clean and lubricate F. Operational Units: Test-operate units p P w.�'`'•ri joints and hardware. Adjust for proper operation. Eft v tSk`J �ls�'•;; j 3.2 CLEANING AND PROTECTION ,{'� A. Clean exposed surfaces according to manufacturer's written instructions. Touch up r t; damaged metal coatings. END OF SECTION 07720Ex *^(t 01 QJ y1 t1'f}:?F ROOF ACCESSORIES. 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',nY�.°,' } .sr ! f`. if' .rL., 'r't;'� .Ij;.•: r FE." .i{;.{. �,..s.•,: t �,ihxruv.•:l;etr. .r r '?sG'4',�}' '�-.A � ;�Sa •sd ,4'„s"r.�:r,,CCq((: ts:t,,.,., 't'• ';t:,"..,1.�, ;k!' ..r t.t,'r.. f.1 r }•t. r�.: ,..f?.,i t t'; 1:';cb`ci;•,l�J ..,,•a,.,y.< •,,_Y�r! e_„r y +,a,, •rtj.w. ',.6h' :fit' ;,.i.>l ' }..,� f t. - 'i� t y �..a`�t•;3"? .�r,s t,7 r t.'.: �k s�' ,tr}i4 a �f„`sue } '..,.. moll”N-411 N 11 •' ./P 1 � 1 .4' ! s2 s�'Yt.r x � 'fiR 4.J . .. "., a .. .•.. 7.: :; , ".i.; . ....;i !. _ { { c.[Y}iCt �rt= 'tl. u;{.�i ;��9f ��yi � •�ti y ._4 c ,.., ,`. .,, .. t 1 ' < r{ ('t,fr C't iZ�`->' �f!it .Ai �+. f fi y;'I i t� Jtr Sfi7 r�'' a { fi WATER POLLUTION CONTROL FACILITY EXPANSION I CITY OF JEFFERSON,MISSOURI ' SECTION 07841 -THROUGH-PENETRATION FIRESTOP SYSTEMS ry " ; i i PART 1 GENERAL '`u 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. t Ka 1.2 SUMMARY ? 4 A. This Section includes through-penetration firestop systems for penetrations through ;`!, the following fire-resistance-rated assemblies, including both empty openings and ;t';=.,:1•;> "' openings containing penetrating items: '`>a', j 1. Walls and partitions. i B. Related Sections include the following: ' F as Y.'tJ: 1. Division 7 Section Fire-Resistive Joint Systems. 1.3 PERFORMANCE REQUIREMENTS # A. General: For the following constructions, provide through-penetration firestop systems that are produced and installed to resist spread of fire according to ;S;tyti' ' requirements indicated resist passage of smoke and other gases, and maintain original fire-resistance rating of assembly penetrated. 1. Fire-resistance-rated load-bearing walls, including partitions, with fire-protection- �� {� ti• rated openings. "" rr 3r 2. Fire-resistance-rated non-load-bearing walls, including partitions, with Ere- protection-rated openings. B. F-Rated Systems: Provide through-penetration firestop systems with F-ratings indicated, as determined per ASTM E 814, but not less than that equaling or exceeding ?} fire-resistance rating of constructions penetrated. C. T-Rated Systems: For the following conditions, provide through-penetration firestop systems with T-ratings indicated, as well as F-ratings, as determined per ASTM E 814, ,,,;:< �f'r�;� •� 5sva al contact with adjacent systems P rotect penetrating items exposed to otenti materials in occupiable floor areas: 1. Penetrations located outside wall cavities. SO 2. Penetrations located outside fire-resistive shaft enclosures. 3. Penetrations located in construction containing tire-protection-rated openings. �y `J C54199-00 07841 - 1 THROUGH-PENETRATION FIRESTOP ' "' RO—3/19/01 ; SYSTEMS ' 77, , �'• .r ,, '" :£ I F .i. r,, .r ` ?j t' .yrij.l;i.l•: at �? •.! R- :.Sr' i�,:+�r ..{ tr' ��''� 't v� t �fl s�,s." ` �C ( xa f :'#.:'. j:f 1.. �+;;� .�gT:�v4�z'F s:p r 4 .,s' .4, '1's i� '..J. �,s ;�.�3:F,i;;:,fir, a.. ..ta`z I '•+�.to �Y. Wit. ,' �, t .s5. ;1! t tr;, a i y. trf :4.;4 �,}r F;xytj,rli? ?�`f^% x, '+ ". �+kt ` <•," .a t� ` 4s r(5 i y ; r , f ;..✓t .t" .t7,�,Yr }r}r}is 3i�{,4' � .li{rlyrki {. k # l �3}•., r . cr AN!kJ'KMnJkinit�v.sm.nrr.x... '.f.w..... ...i ......,.. ..>.., ..i+,.or.t,+ iNro . ...... ,,:,...,. ,. .., ,,,,..-,..... .. .... r. vman;+rr a..r. n..n ._....... : -. ...t¢,..w„x.w4igJNtA'�iN�� t�i'.{i Yl�.t.,s/4�,•`} 1 POLLUTION CONTROL FACILITY EXPANSION I” , WATER CITY OF JEFFERSON,MISSOURI 4. Penetrating items larger than 4-inch- diameter nominal pipe or 16 sq. in. in overall cross-sectional area. D. For through-penetration firestop systems exposed to view, traffic, moisture, and • , physical damage,provide products that after curing do not deteriorate when exposed to these conditions both during and after construction. t 1. For piping penetrations for plumbing and wet-pipe sprinkler systems, provide itia,• 2�}, { moisture-resistant through-penetration firestop systems. .,. `,,.. 2. For penetrations involving insulated piping, provide through-penetration firestop , systems not requiring removal of insulation. E. For through-penetration firestop systems exposed to view, provide products withafiM " Pi1'. } flame-spread ratings of less than 25 and smoke-developed ratings of less than 450, as ! determined per ASTM E 84. 1.4 SUBMITTALS A. Product Data: For each type of through-penetration firestop system product indicated. ;r• �; r;_:',t; -penetration firestop system, show each kind of B. Shop Drawings: For each through ( construction condition penetrated, relationships to adjoining construction, and kind of ! J, •,7 irrr,�i�PJe,,.4, �� penetrating item. Include firestop design designation of testing and inspecting agency '. acceptable to authorities having jurisdiction that evidences compliance with ' requirements for each condition indicated. 1. Submit documentation, including illustrations, from a qualified testing and inspecting agency that is applicable to each through-perietration firestop system configuration for construction and penetrating items. ` f n { C. Qualification Data: For firms and per Specified in "Quality Assurance" Article to ' irr to t demonstrate their capabilities and experience. s Include list of completed projects with n t project names and addresses, names and addresses of Engineers and owners, and other f{ information specified. Product Certificates: Signed b manufacturers of through-penetration firestop system D. P g Y products certifying that products furnished comply with requirements. E. Product Test Reports: From a qualified testing agency indicating through-penetration ting of current fresto system complies with requirements, based on comprehensive tcs tiro� �r} �V{ products. ' 1.5 QUALITY ASSURANCE '}fi�{ •'ytti ICJ. py . A. Installer Qualifications: An experienced installer who is qualified by having the {t" necessary experience, staff, and training to install manufacturer's products per rid `r�,; . ary p , t C54199-00 07841 - 2 THROUGH-PENETRATION FIRESTOP RO—3/19/01 SYSTEMS S,,»t +. M,...v •• «.,...MY.riwx[udv kM:ntl.'MM.tTNev(✓MY*r1'Ty?`^^"" ..,.+•,. k. V;. e + 7 , ».1. s ++++�aw+.cae�✓ HVaugW7ravv.'»a�•r.s Kh , r, r t 1 f; f i `, f''^:� �4+`�i i�(tijlk��+U��s�'� L fi � ,•.'.,*.�J;i", +.''fi} 1 1 � 1 I Ir 3'S,�. fSy t,(r 1.�77 •di; ,,t;,<. ., 'r.r}rttr$f4 ",:,,.i,*,r,',`, f , 'j { ti. r 'tr jr` 7`S 4r ttF k`r�Difr`L•SJSF�'itl.. +3L,f,u /?tF.t. YYC„ t t. 1. 1 `.r S t '1 t .�� t}+ ..�'�1: 1rN��J��+•��¢ ,v pdy.. ,1..r " t.s lr i.7. } + 1.♦'r.3 ' +Sl.S.i ,�tic6':s_i4f'14fir.l.;r�) "r,J�h��';�y k�Y �`;''`t�. y;'�Y;:;<,r t�• ` i S .r � I(, t ` fn5°'tl;ri4`!t Y,s.l�' ��i�t• ='!'i c� ��'1,d4�°t't 11r' Al .....,»,..:.w.t..a>s.. 'wirflJ,.•a.,,xry-.v..J w,.,.... _... .. _.... ._ .. ,. +n f .. .,...... . .... ........ . .. ................. ....r,.... r :, .y-.,........,..... ,. .. R !;t �t�+ WATER POLLUTION CONTROL FACILITY EXPANSION t i CITY OF JEFFERSON, MISSOURI t specified requirements. A manufacturer's willingness to sell its through-penetration ' firestop system products to Contractor or to an installer engaged by Contractor does °y not in itself confer qualification on buyer. f ` ' B. Source Limitations: Obtain through-penetration firestop systems, for each kind of i penetration and construction condition indicated, from a single manufacturer, i C. Fire-Test-Response Characteristics: Provide through-penetration firestop systems that comply with the following requirements and those specified in Performance �,�ti�r4�:. �„ ,- , Requirements" Article: v=Y �. �z 1 Firesto PP in tests are performed b a qualified testing and inspecting agency. A i�,�•'��" qualified testing and inspecting agency is UL or another agency performing �. ,:#�:q�rn,.;: ' testing and follow-up inspection services for firestop systems acceptable to authorities having jurisdiction, 2. Through-penetration firestop systems are identical to those tested per �- ASTM E 814. Provide rated systems complying with the following requirements: t ;. a. Through-penetration firestop system products bear classification marking of qualified testing and inspecting agency. b. Through-penetration firestop systems correspond to those indicated by `` 'r '+>`rr`: a' .:; reference to through-penetration firestop system designations listed by the following: !' «<<•"r,;Ti,'. UL in "Fire Resistance Directory." 1.6 DELIVERY STORAGE AND HANDLING A. Deliver through-penetration firestop system products to Project site in original, y .,, unopened containers or packages with intact and legible manufacturers labels i identifying roduct and manufacturer; date of manufacture; lot number; shelf life, if applicable; qualified testing mid inspecting agency's classification marking applicable to Project; curing time; and mixing instructions for multicomponent materials. B. Store and handle materials for through-penetration firestop systems to prevent their 4 't deterioration or damage due to moisture temperature changes, contaminants or other causes. . ;v 1.7 PROJECT CONDITIONS A. Environmental Limitations: Do not install through-penetration firestop systems when ambient or substrate temperatures are outside limits permitted by through-penetration r firestop system manufacturers or when substrates are wet due to rain, frost, 1 211 condensation, or other causes. A1J B. Ventilate through-penetration firestop systems per manufacturer's written instructions b natural means or, where this is inadequate, forced-air circulation. y q C54199-00 07841 - 3 THROUGH-PENETRATION FIRESTOP RO—3/19/01 SYSTEMS _ t f'�t1�5•t if.,,Vii. y(y �7Attf1'� r �*" S IYJi Yn.usM?A C.� ''"•'t!'w'o t'aUXl6iYiX:f1MhFW.'rN+rmr,w+ a.v W,•.MUUKlwwnw M fM ^f T•', ,"� '�'f} q� � {: � 71 .t !•.; .' ,'..} i >j. y Ir: .S�vY � af, sVitt;,','. !� 'z. ft,.}''�3'P' ei> ,. - .. .. .. .. . "zra,.,1 Fat,• . r., tt.rEftt,nf `�; r• z.".{ i '}i 1 tit l I°'J>��`'ta ��`. . A 'tWNiMAtY:WACat,Ate1+•Aw•u............. ..._.....w...„r:r.t+n rr.r'.,t 't is. •,.,,,...... ,rw.•,. ^.__. .. ......«,e-us .t r"c^d6 t<,.r7a5.x ',tt. aa................ :., ..xlaa}:�i,rarfiirtY,hK,I�'!,S, t ff F'CJi�C''Yt�.� 5 tit t"Y, y'{Yi a+ WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI A 1.8 COORDINATION Ir A. Coordinate construction of openings and penetrating items to ensure that through- ` penetration firestop systems are installed according to specified requirements. x 4; B. Coordinate sizing of sleeves, openings, core-dri lled holes, or cut openings to accommodate through-penetration firestop systems. ' stem installations that will become C. Do not cover up through-penetration firestop s concealed behind other construction until Owner's inspecting agency and buildingti;;,',µr, a inspector, if required by authorities having jurisdiction, have examined each t, installation. PART 2 - PRODUCTS 3 ,77 I 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide products by one of the following: .,k 1. DAP Inc. 2. Firestop Systems Inc. r ctrl rr 3. Hilti Construction Chemicals, Inc. 4. 3M Fire Protection Products. `z'r'�'r;£i,tdYf 5, 5. Tremco. 6. United States Gypsum Company. 7. or equal 2,2 FIRESTOPPING, GENERALt' „? A. Compatibility: Provide through-penetration firestop systems that are compatible with one another, with the substrates forming openings, and with the items, if any, penetrating through-penetration firestop systems, under conditions of service and application, as demonstrated by through-penetration firestop system manufacturer based on testing and field experience. B. Accessories: Provide components for each through-penetration firestop system that are needed to install fill materials and to comply with "Performance Requirements" Article. Use only components specified by through-penetration firestop system i manufacturer and approved by the qualified testing and inspecting agency for firestop systems indicated. Accessories include,but are not limited to, the following items: 9 i 1. Permanent forming/damming/backing materials, including the following: a? a. Slag-/rock-wool-fiber insulation.. .,� .yt'' ,i,.G.Yt.�.;✓f s�'r}f�c^tats CS-4199-00 07841 - 4 THROUGH-PENETRATION FiRESTUP `i RO—3/19/01 SYSTEMS f hr , y r•,x x+f'.".J .r.1 r}+0;^.J•-1.•^'..S'•-st-:'-'ry.+,:,.n.:S S••f•xt."r,S;Y^.f^t-.-J,e�.•.';ky,ct,w.>.ii,-�t',,,„J n'�}Z::'',r`"sS 1}!r;,."•.y j..j.^'":*^r�.i9.?4xIa'(+nNt!.!.rG.�•. .S .�,''. 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I ii.,;:� iJfit'<:it".r''':�•7, .i T.r`ili r' i't }' t,t�1. 7' f .t ,i t.;' A .i ::t f "t. ,.s..+... .:.jt i;t�s`tt� �'f' .t. .iv�,c:+.:i,`. .t..c `eft.. •3� r„Yt, .;*.,{.z. ;r ?. .•1 t t .(.'"}'a v 'w.,' ,5L -"s' ,Y r„�' x)r�sr h:, f•. x,n,•.;,1!tin t.-,r„tt 'J V�.,ii `�51.. 4 .r t> ".t..t t `- •' ; ,3`� 5 5..."?” i” :r:>..e �.i ,rfl ti�{tt�;�j'{'+,.ri rt..$.:,�1(��:��c},��,n 1 •r;f{.t>�. „•'r +}t (? t c41rr(„�w.��' t .� s f !' '.,'� �! :l, � .,t:�,. u�vt .,1t,, .!j,::;b•S'J.;1•t.f`Y'�1�t'C R �. ,i , 1 r .. r Ftr u .fn•t�'t .r 4Y y�ff r , ,. ww, .,av rwrMt).t}.rvn.V .r..w i�...n,........... ......,r.r.r , .:.hr .1. .. ... ......... ..,,.,...... ` .........,,. ,., ss:f. x•Mr4,lae1`.!i rv,r.... Lr..r.. .�1 `,.. y '�'y:'i WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI } J combination with other forming/damming/backing b. Sealants used m om materials to prevent leakage of fill materials in liquid state, C. Fire-rated form board. d. Fillers for sealants. e. Substrate primers. `"► f. Collars. g. Steel sleeves. 2.3 FILL MATERIALS ,)l ' A. General: Provide through-penetration firestop systems required for substrate. Fill materials are those referred to in directories of the referenced testing and inspecting ! agencies as fill, void, or cavity materials. B. Cast-in-Place Firestop Devices: Factory-assembled devices for use in cast-in-place concrete floors and consisting of an outer metallic sleeve lined with an intumescent strip, a radial extended flange attached to one end of the sleeve for fastening to concrete formwork, and a neoprene gasket. � C C. Latex Sealants: Single-component latex formulations that after cure do not re- emulsify during exposure to moisture. a'`z' ''"'"`' M` D. Firestop Devices: Factory-assembled collars formed from galvanized steel and lined ' with intumescent material sized to fit specific diameter of penetrant. l E. Intumescent Composite Sheets: Rigid panels consisting of aluuminum-foil-faced elastomeric sheet bonded to galvanized steel sheet. '' x':c ;1 F. Intumescent Putties: Nonhardening dielectric water-resistant putties containing no ' ? solvents, inorganic fibers, or silicone compounds. ' G. Intumescent Wrap Strips: Single-component intumescent elastomeric sheets with aluminum foil on one side. H. Mortars: Prepackaged, dry mixes consisting of a blend of inorganic binders, hydraulic cement, fillers, and lightweight aggregate formulated for mixing with water at Project site to form a non-shrinking, homogeneous mortar. i I. Pillows/Bags: Reusable, heat-expanding pillows/bags consisting of glass-fiber cloth cases filled with a combination of mineral-fiber, water-insoluble expansion agents and fire-retardant additives. ,,;; J. Silicone Foams: Multicomponent silicone-based liquid elastomers that when mixed w' r expand and cure in place to produce a flexible, non-shrinking foam. C5-4199-00 07841 - 5 THROUGH-PENETRATION FIRESTOP Iry RO—3/19/01 SYSTEMS .��V.xi J",V'Tu!!*A .,"";.w.`�'*:"," '7ANlxupxt�rn+a^ '•""''"'!*Y,�a•+aw7F+w•N�1'�uAaK:nc�'•rn"` ( .+, l.' '},r 'w�,.i;:r�.4,�+{^�—�^^. P"'? � +r'f4�t��jY °t ;�f .i }::�,r ilk•,r� �•% .� ,'i^�i t't z .tl, r: 4 ,,.. '� :�.� r .4:'7. .,1.. � ¢$�,.; 'V r,l`4.{�, .ixl;��'.�+,.. pt,"� !°4+'�',�( i >` •t.2.�af5, 4rt+• r;. '.i .c. ri , t .j)... 7?' s , t .i •V ,,?•;:j ,. 'r tr '.t 1x iY.z` ] 4t1r S'iy��'i�f.'7r }44'1� ,5� (� ,1 �� R�,.:''"iJl.'t•: 'i b F. �' ! 1 ft: i' t .lt,. f,f1" S,'. ?,r ..+J:{ ��.h 7 r t .•;Sq Y d".rer'�i r1 ,.`iijr2 '• 44 dt pfp"WWI. y" r t 7 r 5 } Y :1". +' .:'{.�• t ,. . . .. � j 9 iti} :.."+5{U2M�..'YM4'�Mr45k.M,. ,ea..,... +... ..... .. .. .......a. ..n21 .., ... .,._.•,.. ., i rv.i, .. ,.. .....,. .. ..... .na iv+a...N,... ......_... .. ..... ..« \ "f i� • WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI K. Silicone Sealants: Moisture-curing, single-component, silicone-based, neutral-curing '' ;, elastomeric sealants of grade indicated below: 1. Grade: Pourable (self-leveling) formulation for openings in floors and other horizontal surfaces and nonsag formulation for openings in vertical and other surfaces requiring a non-slumping, gunnable sealant, unless indicated firestop system limits use to nonsag grade for both opening conditions. ' ; ! 2. Grade for Horizontal Surfaces: Pourable (self-leveling) formulation for openings y in floors and other horizontal surfaces. 3. Grade for Vertical Surfaces: Nonsag formulation for openings in vertical and 7' other surfaces. i 2.4 MIXING A. For those products requiring mixing before application, comply with through- ' ;j penetration firestop system manufacturer's written instructions for accurate " •'., . '• ;. proportioning of materials, water (if required), type of mixing equipment, selection of ' `{ 'r mixer speeds, mixing containers, mixing time, and other items or procedures needed to produce products of uniform quality with optimum performance characteristics for application indicated. PART 3 EXECUTION 3.1 EXAMINATION A. Examine substrates and conditions, with Installer present, for compliance with 1 requirements for opening configurations, penetrating items, substrates, and other { conditions affecting performance. B. Proceed with installation only after unsatisfactory conditions have been corrected. f� hid 5rr ! .f 3.2 PREPARATION fs;77t A. Surface Cleaning: J t7 b Clean out openings immediate) before installing throw h- ..,,, Y .ro''�+.<rr rya,. •. penetration firestop systems to comply with written recommendations of firestop system manufacturer and the following requirements: :y� R;' f':,. . '�7• ti 1. Remove from surfaces of opening substrates and from penetrating items foreign l k"''4 materials that could interfere with adhesion of through-penetration firestop ,?;`, w •,' systems. 2. Clean opening substrates and penetrating items to produce clean, sound surfaces capable of developing optimum bond with through-penetration firestop systems. :`;• ' Remove loose particles remaining from cleaning operation. , p, 3. Remove laitance and form-release agents from concrete. C54199-00 07841 - 6 THROUGH•-PENETRATION FIRESTOP RO—3/19/01 SYSTEMS d (��7;^^!;TT•r'.'! rr r i tf ._.....« X6T.ia71JROt14fiM4tcw,TJxa+xro-r. f ".++f M*'usloNt7fyK9M•55WjN�f4fiWF�+t'"+.w.w•'�^+•.' t: \^n-... lt.t'.`" .<!.i L yy,, it� �-` ` 0.,' �{ ?<�;�+,. K ai n. •a�!t5t. � ♦. ,t. , r i.:i. i j t t r 71. ,�,/ \ t t,' "'{}/{+>+ 4' r r:\r�'tS,�'1•)lt,�l' \ a`�, i I1 `` s.'r 3 1, '' ( 1 7 ,) t ! � +' e � t°,• ,{ '��,;3,\f4�•,1:_ � ! 1' y �t y 1 ,7.' U t,rlJ..}' ! ° ri.t-��SSS 45r S"^,X 9{1��,jt �}� '1 ,•:�, �. t 1 t ! t t ` „f 3. 7r 4f'}71r1 �F1�4'f��k5`.,,'4(' .�L�k, � rt t i t!e Y i t tYrk'Vtx1�Y•` }i Lr{A.. F i k r N ,j l.. ��!' r'.: r f 1't• :'/l\a r t 1 .?tf:.�� t..}E 1�,(bri�',�551� .'f .1 �i y}� t.S7t74 .,+ 3 ) .. f. r ,r , jt '+'�a?'} '`r�•lii��{!1��1'{�'�J`�.tY°�.v}},,}�'�'�, ��, � ......a.. rAerwJf)f#14LV:e1n411•{k.11;a.a tr J4wr..-.,,,. .,. ................ "<'1 .. .r.•..ern .......... .. ...... ... .. .. .. .. .... . v.n.,. .evu}1 r•.N M,!„=.tf yr >.,v4„in....i.....r.,r ...f.., ,. t 111 ' f WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI A, B. Priming: Prime substrates where recommended in writing by through-penetration firestop system manufacturer using that manufacturer's recommended products and ”' methods. Confine primers to areas of bond; do not allow spillage and migration onto exposed surfaces. C. Masking Tape: Use masking tape to prevent through-penetration firestop systems from contacting adjoining surfaces that will remain exposed on completion of Work and that would otherwise be permanently stained or damaged by such contact or by cleaning methods used to remove smears from firestop system materials. Remove tape as soon as possible without disturbing firestop system's seal with substrates. wF4'� r ry l• 3.3 THROUGH-PENETRATION FIRESTOP SYSTEM INSTALLATION 'f�tr'''=` �, A. General: Install through-penetration firestop systems to comply with Performance M ti Requirements" Article and firestop system manufacturer's written installation ' instructions and published drawings for products and applications indicated. V� B. Install formin dammin ackin materials and other accessories of es required to � � g tYP q E#; support fill materials during their application and in the position needed to produce `''`t'f s..;i. cross-sectional shapes and depths required to achieve fire ratings indicated. 1. After installing fill materials, remove combustible forming materials and other 7 accessories not indicated as permanent components of firestop systems. C, Install fill materials for firestop systems by proven techniques to produce the tt )t ' 1 following results: +,�6 � 1. Fill voids and cavities formed by openings, forming materials accessories and penetrating items as required to achieve fire-resistance ratings indicated. 2. Apply materials so they contact and adhere to substrates formed by openings and f penetrating items. a 3. For fill materials that will remain exposed after completing Work, finish to produce smooth uniform surfaces that are flush with adjoining finishes. P J g t s 3.4 CLEANING AND PROTECTION + ' A. Clean off excess fill materials adjacent to openings as Work progresses by methods tff ` 7 and with cleaning materials that are approved in writing by through-penetration q firestop system manufacturers and that do not damage materials in which openings ;'s!ol r occur. t s,.e "rJtP,�•r. z a Yl f '"rrr1#ff r'1 C54199-00 07841 - 7 THROUGH-PENETRATION FIRESTOP RO— 3/19/01 SYSTEMS i Atr'f�'�'}'�'?^=!".'C'yrwnrwnsrasnac.+a<saarvrn+•+!r+;^-^^'^•^^�uw+awntarw.wvr+ . t.+unnwt�m aU'canYauY!n?+ew+«.'.+� •^^-�.w.urt.n.+..rr.++-777, n ,�>` ;{tt!'�'•S� �,1 .i #f. i 1 ,f = �` t .. z i E i i t r' .t;v"rYt � ° � t t`�,r r Vi rli p �1 t ..�} t. f ),. J, /��ti{A45,..a 'Jtt # 'i,, dFi t r. y ,i _11'1_;. t �f .33 y � Y t ' K r '•1 SY�' 3+1r+}"he l 1 � {as�'',+,Ar3 fl� f""a•�.�`a`�+;,�"s� a�vt f�� ,,f t tt i "° :�r<�, ,'�fi `t:ra �,Y'SYt r�r�atr .�CF}N}.;•/ti(t y':,`�ric�r� � �r� . '+��:� t,,a �,x, ��+`'k�i{.s t''l:+� �'7"ri�-'.,,3.rd/�a,�_t�"�.'k:�+s�,�s�"rrn��r',.+.��.Li 4X�j��'°5tx.i7'x1l•.�1'f t�Yt+;d o'9�1 d�,.�`S+1 7��h*rw�'tp�kt'xP'�„`liv'•.n t�xs''t�'t 1 r Y^A t�xr 5✓ �Cr'l��(u.r�'i zr}`�T�,t�,ti•�}�tr,n r+:$,Y z{t T z.4 k,s i t I`c�t r u.,"nyg t st�,t;r:..at+f�{a'c.c}'wY�.r`i y.�i t s-I,f S y`s i r i.r'"s tt l 4�.{',=f S t't x�>.f`,'7.+S"tI 4 ty t xr4e k.?I rryi'a tF`l s 9 5r�''t+i sv t 1 S+';p f h r.J},t s`«,5(t..L.i.rr=r fc}r a fh/.!t.��s';Isr}J r.;��,�i�.�t Ys..0 Y t'.}�ssk��1 7+�,y�.�rl{v�.�t'J'./"',y`rr,'vt8rA,x1t'2i"��`""+5•�.iw,nc�'al,'�'!{�i t,?>9t�1;'e;!,t'fY.}k;.,4#k 5,3��,h'75{S�•rZY`f�`�;r'a i✓t�Yk ��•�p�.�aW 3� : {� b s,a.r x. �5 '�'{ ,�,✓�t 7A 7 4 Y;{� F 1�: � � d 1C .�., .t i �"1 a ! r t , '�, `� tixSa t i Pt: ,.r,>ti il,#Zy71 rJ .r , E � ,si � � � }k � 37��t>disti4 Y, .y._a4 t a t• '¢ Gd 3 r's.�a� s1 eP )r. y. rrrS!-F''-[��+ ,d, t�"� r�H x'� .�g��„`�'��-4��'��;iY3i��G 'aFdr�tr��5�ii�'t'�.i`L`rtF.'Nk1Lefi'IY�AAaNtte'tsadwMaine�i+ii +!i1S�lwGi�� ,..� "'�G:�.c.✓rfb'�:,a.+wr.:,.:nr.:,:+�%'�'T d.,. t y" 4� WATER POLLU'T'ION CONTROL FACILITY EXPANSION f' ` I �''' CITY OF JEFFERSON,MISSOURI ..` %ri • x'4 B. Provide final protection and maintain conditions during and after installation that a ensure through-penetration firestop systems are without damage or deterioration at 'k time of Substantial Completion. If, despite such protection, damage or deterioration occurs, cut out and remove damaged or deteriorated through-penetration firestop3 systems immediately and install new materials to produce through-penetration firestop ;3 systems complying with specified requirements. ' s4�, =ilk END OF SECTION 07841 V IN y e:;u4 f ..r C54199-00 07841 - 8 THROUGH-PENETRATION FIRESTOP RO-.3/19/01 SYSTEMS .I VIT + �f,��t e.�' t f c��t�' •.r.� _ y' / try4. Ak Y�.fVy E�'�S �, �15nj} } 7ssstir �< Y �!` ' ..t� t.1:,..H..xfs+a+r?tiAefM6rtl.+vtimi'.� ew yr,..,`......,..... .. ..,.,.w.x Fn'.., r, „� ., tr�tr,...i r'h.,�.,.,..- .. ...... � .. .».._„�...:r. ,�.wksa.,nsw.ea�cw»r4•raal¢G,,.,,.x..:.....,.,.�,. .... t �. , ,i, !tt`h t�,,! ! e 1 WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI SECTION 07842 - FIRE-RESISTIVE JOINT SYSTEMS PART 1 - GENERAL tr 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and `4�,x; 1 Supplementary Conditions and Division 1 Specification Sections, apply to thus 'l �� cs tai; ,«. Section. 1.2 SUMMARY ¢ ' A. This Section includes fire-resistive joint systems for the following: ' 1',, 1. Floor-to-wall joints, 2. Head-of-wall joints.' r f { ;j 3. Wall-to-wall joints. B. Related Sections include the following: fFA�t1,i,, ',� 1. Division 7 Section "Through-Penetration Fires-top Systems" for systems installed ., tkr'r {r in openings in walls with and without penetrating items. `k,, 7' t 2. Division 7 Section "Joint Sealants" for non-fire-resistive joint sealants. 1.3 PERFORMANCE REQUIREMENTS ``'`_'' 'i,. A. General: For joints in the following constructions, provide fire-resistive joint systems ,..� that are produced and installed to resist spread of fire according to requirements tor, itr;7, jj indicated, resist passage of smoke and other gases, and maintain original fire- resistance rating of assembly in which fire-resistive joint systems are installed: l 1. Fire-resistance-rated load-bearing walls, including partitions, with fire-protection- rated openings. 0 2. Fire-resistance-rated non-load-bearing walls, including partitions, with f re- protection-rated openings. tfih t,'fyj?�rf., . fit, Y-•t)•+�. .� B. Fire Resistance of Joint Systems: Assembly ratings and movement capabilities 's„✓4 a" .' ' indicated, but with assembly ratings not less than that equaling or exceeding fire- - resistance rating of constructions in which joints are located, as determined by UL 2079. �S 1. Load-bearing capabilities as determined by evaluation during the time test. i�3.t*7?k y�a�rt 4�e At CS-4199-00 07$42 - 1 FIRE-RESISTIVE JOINT SYSTEMS RO—3/19/01k '+ �!" )' '" .,T, s.s t ') 4 iz,":i, , J,. :.x t � ,F ',� t ,7'x;'�' `z. t :� t t.. t..'r .� r,�{_.1'3't�,s"Z�t"ix:j�-F,Y�t�5 •`Nl"SS„; �. `a��ij1 ��-t c�Sr y: ,(':�. �f�,i . ( �t � �,(�r?� ! r r..1 s xt. I... r ; t i.•1 tn.'S,i`r.t(yt�Z);f....� ' i :,•'«C',k�'"( ''�'�,?r.��5±� , o , ,.) ,.b �.t. .., t .f. .�. .e. . ,.y.1 �,� r :s �:`� j z lt.��:F .lrr 1i' .jrz 'y .t. l.}�i,r?tiL',V,,�f�s•s a�ro+a5�w�.# R�t;t t'rt�?f .; '.4 ;t.t:f"N .f �y .J. ..�i�,sir ,�ku; �`� .R� �` -:r'r f.' ,t r. .l.t: Ir .'r rj j+;. :+, 1.it i 1 7 �}, 1(�tizSZ i•rIh-,:f:.�.1 ,.ct,y),q)'{=� }�-�� `a .ry,gi" ��rt..s�f�"_�`7,..'.1,,.if` ,v4"sr; `�.;,,� t 't t :j i' ei 1 z r 'I .F;?zt, '7t'(C :fS,,.i::rirSp.# �.o.rgt�'�F.6• s� t F�!;. t i;J� i. .j. is ; }.� ✓r). t r�< �.t i , 'r i t ti r. 1;r ,...f s, ,{.t' ? `rf• ;!i!'�"+`rd;''"7ct,i;i?`'r ,'«! f i x t 5 t• r � r t e�ir r P4 . `. { t£, - , et't f...7 �' � ,• . .. .. .5r t `. .� �r x'tS�� t t..`t • 5 4t �1 ' ,,,, .. ..,..«....wn�,.l+4Xi1!'!1'ih•yt,.4>t:N'�u•,rw.,.....,,,..._. ........«.w.•.+I�M}Gxi/GlS.}�3, i'`fy,t �'�_ .¢`. . . ...,•, ..,••+.+snvr,,»,•; ,., rr�u ,t.v.^ erg.•,,: . ..._,,._. .. .- .. III Vt;1`a`lst lr;}:�,5 ,5 G.j,4 '. WATER POLLU`I'ION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI ,s 1,4 SUBMITTALS A. Product Data: For each ty pe of product indicated. B. Shop Drawings: For each fire-resistive joint system, show each kind of construction condition in which joints are installed and relationships to adjoining construction• s.4 '. Include fire-resistive joint system design designation of testing and inspecting agency acceptable to authorities having jurisdiction that demonstrates compliance with requirements for each condition indicated. 1. Submit documentation, including illustrations, from a qualified testing and # r ;. ='n inspecting agency that is applicable to each fire-resistive joint system _ tai configuration for construction and penetrating items, C. Product Certificates: For each type of fire-resistive joint system, signed by product manufacturer. D. Qualification Data: For Installer. }ri }Ir t tl 'i E. Compatibility and Adhesion Test Reports: From fire-resistive joint system ,•, }�4' manufacturer indicating the following• t 1. Materials forming joint substrates have been tested for comp atibility and adhesion with fill materials. 2. Interpretation of test results and written recommendations for primers and substrate preparation needed for adhesion. i I F. Research/Evaluation Reports: For each type of fire-resistive joint system. RV 1.5 QUALITY ASSURANCE A. Source Limitations: Obtain fire-resistive joint systems for each kind of joint and construction condition indicated through one source from a single manufacturer. B. Preconstruction Compatibility and Adhesion Testing: Submit to fire-resistive joint system manufacturers, for testing indicated below, samples of materials that will i #;,�y •i��;:., ; contact or affect fill materials. ' "r r<{ 1 1. Use manufacturer's standard test methods to determine whether priming and other :`, (' specific joint preparation techniques are required to obtain rapid, optimum i 3 z•{ adhesion of fill materials to joint substrates. 2. Submit no fewer than nine pieces of each type of materi al, including joint Sri'' substrates, forming materials, and miscellaneous materials. 3. Schedule sufficient time for testing and analyzing results to prevent delaying the + a NOa'•t Work, Ytt r f !$Z 054199-00 07842 - 2 FIRE-RESISTIVE JOINT SYS'T'EMS 3j RO—3/19/01 •,.•, <asrxau r •:Hp'ulrNrn!rw""`".""' nuxmn�'.i'cYtKA�AUy1 6#tSia'>Ut4Af!+L� `�+7Q�J' 'n" �.w�r^ z r 't ""+'a+n!1?Y ytcm'.. ✓. {',�? r.�+,,yy¢x. ,"�Mt"`Y'.,'`"'�,a,�"i.•'::F.t ''t !rc,:r .i, 1,. 1, r �t '' +.�' t tS ! f!!.. , t ffi lk FYI{'?4 Y,,?-ya4i{yt'ft�ar{ti�`4, ' n'ax4S',°fl4-;ra.,,a'h i� 'i + 4 ;4:r {' 1 .t '::# It r f: '.r. .1•',I ti �. f }. t 'i t ,.� rh. .5t5 ,;'�i;'t;Y*r�:`j*s'�!7}•tipt{,''@,: (�ti Gktai 3 3t}r'S,t ` �r J!!t h j.. i k :t:� S• r/,{ l r } ., } ,q4 F', tt t .alt tb ,1 I;�F-t�•'xf t iiii 51�•..' .f�' r r.,ll.r'�3 , S�7 , r .;1 1 �j: i'. Y�, t t ty^. 1 � �•{y t .rtA ^�r'•:?r�ly.`i',t:y;;i,�'��r"iy��r;:}f,`M,. •d}• 1% t rays f WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI ? 4. For materials failing tests, obtain fire-resistive joint system manufacturer's written instructions for corrective measures, including the use of specially formulated ki primers. ' C. Fire-Test-Response Characteristics: Provide fire-resistive joint systems that comply with the following requirements and those specified in "Performance Requirements" Article: 1. Fire-resistance tests are performed by a qualified testing and inspecting agency. A qualified testing and inspecting agency is UL or another agency performing � testing and follow-up inspection services for fire-resistive joint systems acceptable to authorities having jurisdiction, 2. Fire-resistive joint systems are identical to those tested per ICBO ES AC30 and « "'•,w��a,ti:.: are qualified for types of joints and joint movement capabilities indicated in a current Evaluation Report by the ICBO Evaluation Service. { " 3. Fire-resistive joint systems are identical to those tested per UL 2079 and ICBO ES AC30 and are qualified for joint movement capabilities indicated in a current ICBO Evaluation Report by the ICBO Evaluation Service. Perimeter fire- containment systems are identical to those tested per both UBC Standard 26-9 and UL 2079. Provide rated systems complying with the following requirements: t`•'�};:;;.`'._; Fire-resistive joint system products bear classification marking of qualified testing and inspecting agency. Fire-resistive joint systems correspond to those indicated by referencing system designations listed by the following: ; 1) UL in its "Fire Resistance Directory." 1.6 DELIVERY, STORAGE,AND HANDLING A. Deliver fire-resistive joint system products to Project site in original, unopened containers or packages with qualified testing and inspecting agency's classification marking applicable to Project and with intact and legible manufacturers' labels identifying product and manufacturer, date of manufacture lot number, shelf life ,".', >ti , ' curing time, and mixing instructions for multicomponent materials. ' B. Store and handle materials for fire-resistive joint systems to prevent their deterioration or damage due to moisture, temperature changes, contaminants, or other causes. >! 1.7 PROJECT CONDITIONS t ` A. Environmental Limitations: Do not install fire-resistive joint systems when ambient or ..(.,4t substrate temperatures are outside limits permitted by fire-resistive joint system manufacturers or when substrates are wet due to rain, frost, condensation, or o er causes. , , B. Ventilate fire-resistive joint systems per manufacturer's written instructions by natural means or, if this is inadequate, forced-air circulation. J5 C5-4199-00 07842 - 3 FIRE-RESISTIVE JOINT SYSTEMS RO— 3/19/01 �+ S� - -., e rwu«nunr,r.au«rte-�^-'"""'"•. �vu.w+,..,..°....--..j�. ;i,"'Xs'��kuY.ir 1 .t;.j`. z r. `t ,.+ .,,. , ,r r ! 11 ', t t ;,1F, F3 M174,s'L{7. ` ptsi">xf >ai � 77 ( +0., 7x F i 7. 1w t 1} b '�A f}` `t Y f j S 1 .. i i f )'t + , �•`� 5',�t >• ay si., � .� l r�a Yn.tt(,ir+)a�ktLn�'';i a} t.a '1:+ i 1+ ,i,4 T' riYS ry•:'t '�>X 6S C�� +��,1i f>Ptni4ln,•;,i� + ( 2 :.x i. i t t� r r I` t n}.x( (�� t a ,) irr•.;�}i�y� pl�j'v.�`��' 5� r.Jl. ,i"( ( h 4 i `r4 y .. '.J t i' ! t,,'• 4.}F ,�1A+1�� QY:��r`/{�}(. Tt'Q}'F'(:'j< ft{„yf ;1../. >• .j 3:1 l !"' �v.,.ttrrt. iA•..'•8.wn r K.,.u„ , �.....r.....�w.r,an,1«teMrrf55NtV!A.ay{y}miytM.ta,ws,.xti...iv..iu,.1J,,, s� t'�:.s,.L:a-t4�•'> h ,t a«.w..w'1ts,.�i+iwti::.5s.un.wui:;»..s....s....:. ... ..r .,,r...,+5,t*.,,u.•..Se r.r�+ t� rh��.R;y�S��ryyh�` ''�:�. t.'.•'t;fir.�•rITE�rr+1 u#1'Vltil?,,;'if� WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI i T ' 4 1.8 COORD INATION r �. A. Coordinate construction of joints to ensure that fire-resistive joint systems are installed according to specified requirements. r7l '' a B. Coordinate sizing of joints to accommodate fire-resistive joint systems. 1 t�t.J3t C. Do not cover up fire-resistive joint system installations that will become concealed l ; behind other construction until Owner's inspecting agency and building inspector, if , { `j . r 'i required by authorities having jurisdiction,have examined each installation. ' tr' PART 2 - PRODUCTS 2.1 MANUFACTURERS } ' S f a� t S1-}r)sr tf j A. Products: Subject to compliance with requirements, provide one of the products yea 45 or, �d rt75 pit :I'' )fir. '•, 2 r.i specified. 1. Fire-Resistive Joint Systems: a ti/D Fire Protection Systems Inc. b.) DAP Inc. c.) Firestop Systems Inc. d.) Hilti, Inc. e.) International Protective Corp. . Coatin g Co £) ISOLAKTEK International. g.) Nelson Firestop Products. f'^y{ rt�:`tir�'"' h.) NUCO Industries `_ i.) RectorSeal Corporation(The). {'```�i'•tyy _r:4' j.) Specified Technologies Inc. k.) Products 3M Fire Protection P 1.) Tremco, Inc. i,Yr'N:te`: m.) or equal 2.2 FIRE-RESISTIVE JOINT SYSTEMS, GENERALx ; � ;;i:, t'. A. Compatibility: Provide fire-resistive joint systems that are compatible with jointfi , �r2; j Y l'• N, .'; substrates, under conditions of service and application, as demonstrated by fire- s+, resistive joint system manufacturer based on testing and field experience. a :c � j Y y'A B. Accessories: Provide components of fire-resistive joint systems, including fonning _j213A 1'4” " materials, that are needed to install fill materials and to comply with Part I a "Performance Requirements" Article. Use only components specified by fire-resistive +. ` joint system manufacturer and approved by the qualified testing and inspecting agency ' t .. for systems indicated. T SYSTEMS '. -4 FIRE-RESISTIVE JOIN •n•�� C5-4199-00 07842 ,1r'1 RO—3/19/01 .: w.+'•:awc-'!.tr,.-:.,�7C'7•..r-1r .�+5!*{..u"•"" .. tS* ... .. r i .��>•.+f y,.r4y�{{T,:t`([,�iti•'7`vc.'�t�af�r`t5+;�U«. 'rr t,..yy.F.:;tJ , •�k+ r .CSitYt,''lSt: N °L' C t r}r it ,, i, .,r r •,ti ,� ' Y i •[i ,, .x. }, .. t,ii'.y rilca c 9 �bli• 1c� e tt .},'Jl lr � t t ' { �t< .t • ' t �a .+ yi d.^r tr 'y r � _ ��'� .'.l yy�� r'•�t `. car"ski r �t,1tr''f .t;�dzt`,ii {:f�,Jtv,}�i: trb i> �.t' 7{`.: t i �ar7+ i. S�. t. }R 9 !': s'r''1al.,p�•'#i ,'';4 fit•}1�,15t{y1 �' ,r , '.�r y� s .rrn{% 1�,,y � � G a,r t +C r. t ':t 5 t �+ .f,,:,,�, r'il*•�h.v t }F r r. .1 f' 1 � v a r✓�yy�, �; r�`id �,/ f ��A�ki.i'i ',f♦k r hyyr.?S at/�'Y�i 7YP3A�t et'.J'f..U M1 14 l+JY t t�r 4,F{tt.t ft,�'i lr.:�l,t i r2 a. tz i(� 4 f,"{'-t`,.�4 t f t tr 5 t3 r f E ..1�tu'},t:r d'' S.`",1 t .,. t 't 4 s`��].7'.l: d fi}��.r�`'t.eg"'�q• ttY{fr,f.��}`(�•j!�' ,ya R .tl .:. r `:•. ,'r,, f. .�." , t � � :'; )y t 4�1'*''at'k'�'uY }' '�f5a'tieti �� '��.'- xr qq��•. �(?t 5, i f ,C 1, .St ,iti. , �=,.. ix,��" •.cs>' /i '.�:� :. �.:,. •, _ ..,; .. ., ., ...� r � .. / Lt?'? !Y�t fit'` ``6i}'dP)•.a� � :t r'4''t ' '.!, yt t�P.+^rq F+Ylt.0'� RMMnte++4*n n ...:.:,.,,... ..a.:...,er.r r,+n t.n,..r :.?,, :....,'...- ._ .. .........,,.... .....,....,..a.,H .v1 M.rn:k.M1nw ww...,....,...,..w,. .....u._, dreg��. f'r.1•. t r r n ( •;{ 4;,"fit;',;.?,'„^tii�+;', C. t it WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI ``'-'• .:; F 2.3 FIRE-RESISTIVE JOINT SYSTEMS r A. Where UL-classified fire-resistive joint systems are indicated, they refer to j alphanumeric designations listed in UL's "Fire Resistance Directory” under product Category XHBN. t ' PART 3 EXECUTION ````'.`': 3.1 EXAMINATION ' f * A. Examine substrates and conditions with Installer resent for compliance with ' 1� ;ti�t::4 � present, P } requirements for joint configurations, substrates, and other conditions affecting .,;$,; .:,4f, °-7 performances r B. Proceed with installation only after unsatisfactory conditions have been corrected. <'. 3.2 PREPARATION A. Surface Cleaning: Clean joints immediately before installing fire-resistive joint .},,tr, ;,'► systems to comply with fire-resistive joint system manufacturer's written instructions and the following requirements: { 1. Remove from surfaces of joint substrates foreign materials that could interfere s J g with adhesion of fill materials. ' 2. Clean joint substrates to produce clean, sound surfaces capable of developing optimum bond with fill materials. Remove loose particles remaining from yap:•.•;ti.;,�tt,.:;,ti, �. j cleaning operation. 3. Remove laitance and form-release agents from concrete. "r';,',c.•�.•.{ B. Priming: Prime substrates where recommended in writing by fire-resistive joint `°A system manufacturer using that manufacturer's recommended products and methods. ��r ; r.• Confine primers to areas of bond; do not allow spillage and migration onto exposed fj•ia;,: ,3:=r ,.;. surfaces. C. Masking Tape: Use masking tape to prevent fill materials of fire-resistive joint system from contacting adjoining surfaces that will remain exposed on completion of Work and that would otherwise be permanently stained or damaged by such contact or by cleaning methods used to remove smears from fire-resistive joint system materials. Remove tape as soon as possible without disturbing fire-resistive joint system's seal with substrates. fir::{ 1' Yr`yl.t C5-4199-00 07842 - 5 FIRE-RESISTIVE JOINT SYSTEMS RO— 3/19/01 ,fir:. � .`tgrrf t�A.t'f f.�t ir,.).}h�,.S. ,�t S t. 't. ;r'r�' •1-. 5 , ,j -,1 &. tFiN t"r. ,{ ..t ' , ': i � } � i t Y h' rr i{1,+K( }1'PT'75,{t �K,/ •4��u� ; �• •?tGrt�mot( ?..t.rly�r< ;.rr. a e.,Y 1 + rtj �, rY;. r :$ }, t .`� 1�l�tt ltt s�;r. }*," r3 pt'1'S't�s ii 4ti$£Sy,•�.7,r +:is �. '. r •r ,t• ! z r h r s5' +:.� .1r;7•}ii•4�it. 1. t nt :14' y4 :t 7 1 t ti r �t 1 1 � �.9: "� it�'� f.1S:5{ .�� t.YF:,i`,�T �ik1 �4t'�. , `'.(. 'jrLr1 .�ir�yTrrc •:i`� rz'{+ ,f t i r.: , i �: t 1:,' .I.` �! it r .i�1 .,�i.�l i �y it f Sn t{Zy. t..S'� s',•#.4 rF (:: t !y 1 r ., :.z r{7' ?P i� 1 s t li;"" y47 wti`.Y, IV t�tt, t+�lr't 1 t{{,,� z.r t j..f,, .,r..• f�'1 � t.} '•Vii: S �'v�`sti,{{ !"�i� >T11 k'.S '.i'. E S'4'}! juf �tt•'S ar tf,r tr at� ) ' � +• { � �f � � rSl l9r\Y,!'y. aAd•7'd'�f{�)�z•}if{M1"r"4}f^�r�' (}�� ,ai>'. •rr„aLry .. �.,<i. r' � t,,'�f•�Syk�'�S��.a,.;;t}}, ,: i' �•wri�ria alt ie�, .r � f,'� t7. f s }'+ tit 311a,...••,atsp .Ana E }�r';�`�^ t r ar:s, t i i x ,,' i y�. :r .. j' `, ( r '� � t�`�1.✓.j 4,dy.t �t¢. r� ttF\'nli t a ( f t •.t ..� •t e>i r la. . Pt t, ,ff rJrt fi >�'d ttN fM.;iyj pf' ft 4, 4 1.•x; of ) } .'t , .) 9 tl si lf.''rj�ta^Cr, f; •t�f1�{,?�`,�,'ik�•� I n'Nl f.•If 1l rMll l+T1�(i+l}AI�W f�frt•.4Y0.WfdikMblr.M1�Nt.r,.,r..�,4 ., r .+.,......�..,1r.YA r.i 4L.\•:+•*Yn•^t,.,.w •+rwr Ir.« ..4I+ ,r.M'.Ix u....,... .... .....�.•.r,+1ru.M,t•,iSa,W:if.Y4'."t^y.':ShNVt.lr.,rva.w«.1;."«a�......". „ ..v 11.�.....131��iwYrl�Y11!♦4Wf� 6y��jb�j+,� �C ,+,,., ri.,t r'', � S`•.r.'.r WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI , rr i a 3.3 INSTALLATION z A.. General: Install fire-resistive joint systems to comply with Part 1 "Performance i Requirements Article and fire-resistive joint system manufacturers written installation instructions for products and applications indicated. ` "Sr'" B. Install forming/packing/backing materials and other accessories of types required to support fill materials during their application and in position needed to produce cross- � ffk��.•��'..:`:'.;,•,,.:1;.f•. sectional shapes and depths required to achieve fire ratings indicated. wN, `BI C. Install fill materials for fire-resistive joint systems by proven techniques to produce the following results: ;, t 1. Fill voids and cavities formed by openings and forming/packing/backing materials as required to achieve fire-resistance ratings indicated. 2. Apply fill materials so they contact and adhere to substrates formed by oints. 3. For fill materials that will remain exposed after completing Work, finish to I :nF;,t produce smooth,uniform surfaces that are flush with adjoining finishes. I 1(+ L•4•"r 3.4 CLEANING AND PROTECTION ✓;tiha� ��F✓`ilyi,nl A. Clean off excess fill materials ad'acent to joints as Work progresses b methods and } " V J J P g Y with cleaning materials that are approved in writing by fire-resistive joint systemf: it;} manufacturers and that do not damage materials in which openings occur. y 'l� 37 v t'tti. '( B. Provide final protection and maintain conditions during and after installation that ensure fire-resistive joint systems are without damage or deterioration at time of ' Substantial Completion. If damage or deterioration occurs despite such protection, cut �•:' �( '�x� out and remove damaged or deteriorated fire-resistive joint systems immediatel and g j Y Y ,�� . •,.�, install new materials to produce fire-resistive joint systems complying with specified requirements. , •f.� � r�.YT ,�a,�F:tr�� " j END OF SECTION 07842 n1n. •r1� 4hshR], Sid C54199-00 07842 -6 FIRE-RESISTIVE JOINT SYSTEMS , } RO—3/19/01 a ,f 11 111UNIX11 ,f - f., w j •?q+,"t,.,,.. .'ihC,;''?,rli i°'�rr° „� xbCiaYrX,tf�sftaoror'!grf!+w°`.`. y., iv....w'm'w+�n'rf:6 1y{� fi �f. �rf yfJt �h ,�U�{4 } ( r :•s , i ti , �: ,, : t 1 t Y ,�y 1 rte` yy ::,4j51,}Y> .Y`l`v1`(`'y.�`'�• r,f�x;;,., :.{ •.tdr4 J p.`��".S kf a �f l ..t� t r.. .I � 5 :.4,..� s. r h� .Fr {t. 1 'lt'�\i t 1' r } � `xAy rn�{t.��t x :.qti �r/{j'tb{Ylyrd?'a,f ,^1 r' # t "� f tk.r.,.( X. r ._}: s l 1 s� t�s :l�i;t .�, z r i��•.,J�'�'Y�';^li'�'�'�`�� 4r • , ,,�3` ,}.,ntz,�`.v} (ia •:,i to r(.l414., s �x �.. 4 r i4 � 'fr. � t ; sl k'k.F< �i i� {Sl s:7�,'fir"F1�°j;�..41 � '�`M � 'f,. 1,<•.�"4 •5..+?jf+ f `r{��,lrt�rsris�•)�'R.1 C fi+ltk.!"`�tirf�J(' tf{ 7 :;1 5� } Ssl e tr r •i s .� t :.rr zly .',�i qa.5 r. , 1't S�&•. F ti :��t tq'�art,�.�, f, r r y2k?:t '�'-':}+d'r0.'i::s';'.S'1",'si5 (`•.'tr9ilt. " -'t'4, �xJ s,rl F ,., r r.ri ; ' .�..rr lr '•1�., } tU ,F`),'Crs;,�{.f„�,h.�,fH" 'u}tS t,+'Y'Hr. �+r ,i 3t 51 t�S Y#, s+f1 •5+� �.�Xf�i'��Ei�i `.1^•S{4"t'�'7xjEf. t ! ::f z..3 tl 4 , 3 t .v vtr; ;,��.Z �{ �,tnr J ..•: ..; �. � ila. .J✓k 1 YttU i v4,�tg��d�y��i'�i�,Y h, '<, i �� <:t t. 'l ,> r �ar�w+ r ` , ,t s' rr 1' �Y, ,, '^a; i ti 1, Yd d` ?91,)� `t'r'�{r�✓�#' r ti s :^�J, 7 :-0' �, r .,� �1 d�, ., b ?�_ s��.tM�>irp r4 ��'=�'i,� ��t•. . f', .,)!a. >. r:,r^f z !:} t tt _.1 f t , ! ..1`�i,itli �4,•t .ivZ�l�'�l,tiK��'�s-�t'�t+'fy# # ,�° t J�f�.i's2f r �t l'a,�J,td� ii"'•' �'L� ,t' i t .S 1 y :t t ,,:i i,i l.y...$ ,itr!✓'t�}'%r'si 1 �:'i t�{^3 ,,f'9+. -d{i T �',y� }ytj } jJ.�L �t ',,.+~t d�.t+1✓rt` r , y .. 'i r, t ai f :� iA1 ..r;44�t{ �L t}'J.h'FA }:+�3�'�iq�5'?}� {7§': 4 r � 1 :is..t ' '}r ' . ... . . � .. ., , il. ,>'�, :_ ..• , ,x'?aS ii/5� �':"�j��.i'r,.4„ �...i.'>,�M,...�.rwiier;:+,.S�it4�rw.f.wi+LV�wi.^w+uw. ,.r:e..,.... .. ...�'.:,...ry w-..a,<,.rr-.a n-e...1.,..a.,.r�.............' '• _i'...-....... ..' ... ':,.•..._....:.;,-ww,r.c+n.+-x i•,�+iR�W-•,�,ef..>twl.:,v;:r..,-..,i......,.,:v .. Yir{,T`�8 �}n�J�{;y WATER POLLUTION CONTROL FACILITY EXPANSION ' 1 CITY OF JEFFERSON, MISSOURI SECTION 07920- JOINT SEALANTS - PART 1 GENERAL .n t' 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General Conditions and Division 1 Specification Sections, apply to this Section. P PP Y art• E,r�.S":: �; _ 1.2 SUMMARY '" " ti A. This Section includes sealants for the following: }" •`�!ya�`fI1rI��J�r,�r, �� ! 1. Sealant. ;, "fit:', 2. Backer rod. 3. Bond-Breaker Tape. ,. 4. Primer. B. Related Sections include the following: Section "Fire-Resistant Joint-Sealant Systems for fire-resistant r 1. Division 7 Y t building joint-sealants stems. 2. Division 9 Section Gypsum Board Assemblies for sealing perimeter joints of ! J gypsum board partitions to reduce sound transmission. i, { � 3. Division 9 Section Acoustical Panel Ceilins for sealing edge moldings at pe- g -.1 rimeters of acoustical ceilings. 1.3 PERFORMANCE REQUIREMENTS ~ A. Provide elastomeric joint sealants that establish and maintain watertight and airtight (r}r; y '. continuous joint seals without staining or deteriorating joint substrates. 1.4 SUBMITTALS , A. Submittals For Review: 1. Product Data: For each joint-sealant product indicated. 'xrt .,YF' t��5 t.+i A.•tit,..; 2. Samples for Initial Selection: Manufacturer's color charts consisting of strips ofr'�r;a�;::,. cured sealants showing the full range of colors available for each product exposed ¢ „y;;;r:. ”1 �' j'�`G� to view. t^ 3. Samples for Verification: For each type and color of joint sealant required. In- q.r�rx< stall joint sealants in 1/2-inch- (13-mm-) wide joints formed between two 6-inch- W,J (150 mm- long of material matching the appearance of ex osed surfaces . y g g PP P z. adjacent to joint sealants. tai T•;!r;Y.:. '`YI^i�a,,i ltq tn�nti•, t. ''::fit �,t:'t s'••,;. C5-4199-00 07920 - 1 JOINT SEALANTS ' RO—3/19/01 :�. 14:'"r4+'. tai!, t1,r., 74�lrt W „w.w.,,,.nnanr.A!*b°„�✓ "rt":-i 4.',r r `,r;i;i: """'—"°".^.: 'd44'79('.F? wvttwM• "w.•^'",',--° r , r.,.... ,�. a§t }: 'ltr:5 ,:�;t�:, •r�:, 'it� t' r.,t+l ,. �t, .y r , e hr.. •,n`'' tb...y ;r ?,•.;. #.'�"'f�.^t�,:�r�flj,G,r1 '� i�.,� ry'`�. h J,, r5 fit' t "^' i.'•?t `i� f ( ,f ry4 ... r ^l C ..).. ..'l`� ^:l:C...Y: , ,.,l t?, 3u,5g( ',«•k+n V, ; •'::'• ' y .{'r 't:io. �,..:F'`it��i��i, r'tw�i�`;'��+.s .t".,;i .r. ir' r :r t ,,,+. 1t 1..,4t, Y ��',;y{�` y} y, 'a S ,?A".,r Y. rPy�'^t• n,t..ul,�. .t lu! r l. y #r >.s ,,5 Y ii 1 .> t !�t �t ? �r,:aTt. !d'4° r)1.�`:+",f,•.Y.T,ikN; i. -IT is. {.. ? ,C. ;,y4 rl',. ,,7,�L.,:,��;1�•>,.*t,:• .r .,t. t. :,C i r ,:r { ..1:. rP it t .� r.iz`7i' 'f ,:,t•',yft,.,h*,J �,t.. h� ++i ,l'.t.l ,. r.J' c.S':,.rr 1 .f. "rr�3t ,rt , < vr',r' 'Y t �t t ':st •t.e�'•?�'"t r�•`l".,{. ,�, y t ��.i.: '•1..,1,i,-t:.S' 't .i„ ,+C 1 r :i� t r ii:rfl,!•�:. t:1 ,r .a.:r}' f j x: ,4,'o ii Ja,Ji,, .i. .};S4tr."�' f��,.'{cuy��'+.•1? it�N.�. ,7�, f, '�,",�� :•�l,;��. §:t,r+r},•.« is .S p� ;C ir. u:y1, ,}�y t, r prL :!: t �. ,j.. .l� i..�,1.'„ri• y 4 1' •,r• .,t, yVt� ,i z t}7 JjG'.^rditl `'S...r`h.^: ,l,r 5e'.,. c ',C ! „c•,i: ''i:•.`9i'•`� d ..,t ii' .t: 4' t .:.;5,' �.rr. t H•' `.^L f,�`� :�5:.�; 1:'.,�'i` t'1+`.it' E'� �- .;�Cyy ..}.,.1:�:.rt..;3 i ,��. [t. r;,{' n, i,:• 1,-,,7, �� r �: + �' ?` •�!e .�,'. #'#!�l,,+ ,:� �}%.tt�!_..� t� } ,t ir�. :ll•a r' t s' .t r' ,t t, ,r 7 a r.p � ^,1 1 ;{ .! }; �9 { ��';'� S� y�t�dr<tF. 'ft�, e };". f ,.,'•' } ,,. ,!r i';t t t' t f "s';; 't iSf` 'y�,�' ,.� j}} °•'�. . sr.�.,cr,t.,l<,� :.f ;'i �! , ,fir �1: t ,�.,,ri,a �P. . .,hjttf . .3.fr� t;.� � rr ! f � 3 ��t',,., #,�t,.,,�t,��i��;:��*t'e•la +1,:3�'��,k,�1�,•{.. :� '�(�¢(.:s a.i. .i t•:`r. { x .1 r•r.:' 1 -:; ,.t t r. , f to y�.,, ''}�:�T:.� !. rt. t-� J ! i}"' v+ E , .. •e ,r i�� {.t y+r�t�r.Y. Qom', 'r ,'.;4 +� i s rfi � ; ,.}=3 rt rr ,..rf�''sl�e t .•. : t " 'z ""..9, t{ , ➢ t, WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI ' r B. Submittals For Information Only: i t 1. Product Certificates: Signed by manufacturers of joint sealants certifying that products furnished comply with requirements and are suitable for use indicated. I 2. Qualification Data: For firms and persons specified in "Quality Assurance" Arti- cle to demonstrate their capabilities and experience. Include lists of completed projects with project names and addresses, names and addresses of Engineers and 8 owners, and other information specified. 3. Preconstruction Field Test Reports: Indicate which sealants and joint preparation t methods resulted in optimum adhesion to joint substrates based on preconstruc- tion testing specified in "Quality Assurance" Article. a. Submit joint sealant manufacturers representative written report, to arrive at Iii IX Engineer's office no later than 24 hours after each test. Report shallyr:a; ,+t indicated sealant manufacturer and products used; observations and results ,.` Ili of test; conditions observed that are detrimental to performance of sealant �z t ILL, joints. ' :. �! 4. Field Test Report Log: For each elastomeric sealant application. Include infor- mation specified in "Field Quality Control" Article. ► 5. Compatibility and Adhesion Test Reports: From sealant manufacturer indicating the following: a. Materials forming joint substrates and joint-sealant backings have beenr tested for compatibility and adhesion with joint sealants. �!1}•tt'i'}4rYi 1'C'�'�t t:1LL:�' b. Interpretation of test results and written recommendations for primers and substrate preparation needed for adhesion. ,,, 6. Warranties: Special warranties specified in this Section. '�•ai2'�i may.'/�",�,.Ti fi.�t4 1,5 QUALITY ASSURANCE i A. Installer Qualifications: An experienced installer. :? B. Source Limitations: Obtain each type of joint sealant from a single manufacturer. C. Preconstruction Field-Adhesion Testing: Before installing elastomeric sealants, field test their adhesion to joint substrates as follows: 1. Locate test joints as directed by .Engineer 2. Conduct field tests for each application indicated below: +! a. Each type of elastomeric sealant and joint substrate indicated. b. Each type of nonelastomenc sealant and joint substrate indicated. 3. Notify Engineer seven days in advance of dates and times when test joints will be Kit4� r''i erected. C5-4199-00 07920- 2 JOINT SEALANTS s :hr RO—3/19/01 4 L}� ti3 y w cNwrm�raw�..—^ rncuwa;aa�nvt>sar+xa+vewarutrwaw�^ J; �— r* **^ .n3g. .^�r-�� Yig kAIN •7 A•, �51iry „' .......... � a; tazY}f,g'L�'y�,ij,1�1 li .�i / r. k t S {yt .{1L �li s•'S { + >fSlis i'tf4 y�1 e. rn++a.OYM1Y:„L9QS(['M"+Tk. S r+riNCU. .e....... , /.. ,L.r,.,t x.K^•.....,.,. :.:. -.,.... .-...r ... tR4 .. .l3 t T. :rR4 tr.,.. u,........,. t •-`:pia��•,�:: WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI 4. Conduct tests under observation of joint sealant manufacturer's technical repre- sentative. y� 5. Test Method: Test joint sealants by hand-pull method described below: a. Install joint sealants in 60-inch- (1500-mm-) long joints using same j materials and methods for joint preparation and joint-sealant installation :..1 required for the completed Work. Allow sealants to cure fully before testing. b. Make knife cuts from one side of joint to the other, followed by two cuts4{ approximately 2 inches (50 mm) long at sides of joint and meeting cross cut _ at one end. Place a mark 1 inch (25 mm) from cross-cut end of 2-inch (50 mm)piece. C. Use fingers to grasp 2-inch(50-mm) piece of sealant between cross-cut end and 1-inch (25-mjn) mark; pull firmly at a 90-degree angle or more in do f side cuts while holding a ruler along side of sealant. Pull direction n o g g ''``° • j sealant out of joint to distance recommended by sealant manufacturer for ,F; ?.',, .;.. testing adhesive capability, but not less than that equaling specified k;!j ! maximum movement capability in extension; hold this position for 10 seconds. -, d. For joints with dissimilar substrates, check adhesion to each substrate separately. Do this by extending cut along one side, checking adhesion to 4 t' opposite side, and then repeating this procedure for opposite side. ;;.,_; �,� 6. Report whether sealant in joint connected to pulled-out portion failed to adhere to joint substrates or tore cohesively. Include data on pull distance used to test each type of product and joint substrate. For sealants that fail adhesively, retest until 4 satisfactory adhesion is obtained. _.,•t ' 7. Evaluation of Preconstruction Field-Adhesion-Test Results: Sealants not evi- dencing adhesive failure from testing, in absence of other indications of noncom- ; -'. liance with requirements, will be considered satisfactory, Do not use sealants that fail to adhere to joint substrates during testing. 1.6 DELIVERY STORAGE AND HANDLING ' r A. Deliver materials to Project site in original unopened containers or bundles with labels indicating manufacturer,product name and designation, color, expiration date of life "< curing time, and mixing instructions for multicomponent materials. t B. Store and handle materials in compliance with manufacturer's written instructions to prevent their deterioration or damage due to moisture, high or low temperatures, -.., contaminants, or other causes. 1.7 PROJECT CONDITIONS A. Environmental Limitations: Do not proceed with installation of joint sealants under following conditions: trft; � C5-4199-00 07920 -3 JOINT SEALANTS --. } ft RO— 3/19/01 ,iT• , i t .i,Y ��'`t��'?�.arL,'.,wm,.�''!MTmuiux.!M'RnM!'iwcrs�•.r•�{{.+.r•'w'y,`N{gtsW(i?iPa}»+e+n..!'7r"" ..«,...r+ra.S'rIN'r,�.MKW'+'"`�"' ^1- ,...}t " + ,.,ti'araAVFrrwmi wr 4`Snit'.,?z'r"' `d--'��.J..,`�4'rx'k'f 1..'lr`.. i tW i ti{ 7;�.f1 .��.;•f �f.+ i:, t ti tt c _ } r t.. ;1 Y; t t .air yt l ,.r ;6,•gr•;v I';��tt t. r�..y k �,,,,r•�T f �1'. .it ,1 i :'•I 1. .1 .,, {i. .i !, 11 h f ". .�,x�t{>'c tt i(�. 4 ar E St�iY {� t tt ;hlajff7Yd.�Y/oh�uaernl.rt„rt.,.,v..,.,._...:.. . ,a..�..< .+awtra+ rn 3k..zt.�,...,�H .+.... ,... .,.,ti�t>MVr �w.,:,i...,,..,..._ ..,,..,.....•,....an.b.ro7ru:�xnirdW'iltle•:+.wvi4«.,.,,......,_,.5�,_c... .,, r .,..•_....ir+.1«+r.AaXY+#lQ�. ;'t 7F1. ,'a`,;c:n WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI . 1, When ambient and substrate temperature conditions are outside limits permitted ' by joint sealant manufacturer. 2. When joint substrates are wet. i B. Joint-Width Conditions: Do not proceed with installation of joint sealants where joint widths are less than those allowed by joint sealant manufacturer for applications indicated. Shy Yt A � 5 C jl•,y,.. 2 i 1 ✓ C. Joint-Substrate Conditions: Do not proceed with installation of joint sealants until {;+' PJ . P J contaminants capable of interfering with adhesion are removed from joint substrates. F#.�. ><;,,,t 1.8 WARRANTY ' A. General Warranty: Special warranties specified in this Article shall not deprive Owner of other rights Owner may have under other provisions of the Contract Documents and shall be in addition to, and run concurrent with, other warranties made f by Contractor under requirements of Contract Documents. B. Special Installer's Warranty: Written warranty, signed by Installer agreeing to repair or replace elastomeric ,joint sealants that do not comply with performance and other requirements specified in this Section within specified warranty p eriod. {i ' j 1. Warranty Period: Two years from date of Substantial Completion, - i�,t ' PART 2 - PRODUCTS { 2.1 MANUFACTURERS AND PRODUCTS 'rY;A., ,, 1 r.,ti�.�tit<,i' � u A. Products: Subject to compliance with requirements, provide one of the following products for each type sealant scheduled at end of Part 3. 1. Urethane Sealant ('Type S-1 Sealant): ,i•'.r�' • 1. 4ir1�''�:•i.ter:.., I a. Pecora Corp., Product- Dynatrol II. ' 5.•. t M. b. Sika Corp.; Product - Sikaflex 2a NS. 'r C. TREMCO.; Product -Dymeric 511. d. SonneoChemRex Inc • Product- Sonnebom NP 2. i5i e. or equal 4,�a1 2. Acrylic-Emulsion Sealant (Type S-2 Sealant): '" a. Pecora Corp.; Product- AC-20. ; '+ u't b. Sonneborn Building Products Div., ChemRex, Inc.; Product- 5onolao, "t'r? C. Tremco, Inc.; Product- Tremco Acrylic Latex 834. 's< d. or equal ' 'Ohlx t: C54199-00 07920 -4 JOINT SEALANTS RO—3/19/01 t t � o� ..4.t i. �•',";r{z rr�k wci.t ...^•,«..«,.i+ �wsepwpraxrf+Vn�3Ft'Yfi7�nuw.rww..w^^`.. "ii —^ «mtx�'fpcnurttNw�?'?!rr?t?!?rRwa!tro!aP'^" .�r"Lhg �}?7r. y"'Z""('^»^«;�-'�`4:".:,°r`�tR"� rI 5 �Y,,,t J.y1 ?'L` , ,} }P�kK9 F'X frs st.. tit{7 7S i1t•}i fit St4j i r � t i. t ( f b 3 r 1 t Z.f't: ' t.` K .YtSt, S ..,i.�", �+.t..trr:L�.i+�y+/h t�.�i .:rt� h,•ia� y lVI�t<�,r s+t fi,r3 S{3;at" t: t tJ'1 Y !. �•.�.�� {� , ir. },� ax k,2`. ,�. f. S i c t + � !i ..,, ,..y ,•+, } t { t 3. t / r �, �t:Y.}fii)tJf t'�:�,��r +t;'� tilK� 4Y��rr.,.��f Y !� ,5 dt J t 5..: i" �'t• y:t}, , 1 {t+,}v�•n�'il tt `,Al at ..m} °•'��'.a},�.:t4'S:,,,w•��, r 1 e tt z1 tl. r 1' £a SJ :frr•{•`nit':yt,, gib:j'��r'�pn.t-tt �.,?7}}}d�:.,, S et'�CSf`s"Y t;'�.St �E'",Aar r' :ta. :r { s t {• ,t,S , ;,;i��.!*•r t, 1�•�r� s.w�uta'i�'•' '�<"F{}t�I}}��f��•'- .yi�,,i.•k. ;;,..�?;Jy,.,n S }..r # ,t!, t,.,, � ',,F a1 y .t)b L .A� t h a,Ly t��+Itr44t� �yy((Vhr3" i .tti)t;?,;y�',k`�71tf%t �} I at;:.J'�r /. a i .!s�l,S r�,r�'/>�-;j?t'ir .S r� 3 p{�rj .,,f r�. Yfh.:r!�^.•I t. �F;tr.,�1��'is '+'t1 [, •c r1'.' �n t„s �.Y ts>1H yi he i }'..,.,t.:..:;;t1;,r;r;Cs c ftaYl t. � 1 t ` e ."�.?`s ” < � 'ls4 < ��rx" .7',s?'�fr ;'• .� ,.•�)t) J*-,; �•1.+ t t r 1 ! r 's +,jr�rl t.fr i�'1's r!' � yt``.i.1t t r1�r.,a "r`J,t sa��, 1 J• ... i '� S Y S IJ t,,� ��s at�rit:��`.<y�S r..:,S, 3 �{�,'y!f'{�i t •;< f .::,.;: 7 7. .+i'.�J+•. _,v-i, r w.,...._. .. ..,....,...,. ,..... ............. . .......r,,.,m.winnN„v^rnxa„aiY%..J..,.+,w<«....,.....w..+,•:r:..,.t..r..,�i.�s�kl:.:� t7��Y,t l"t{"ft> ' ...I:i„J,.S11r,:=tiwnrl•A�.•r-rixr,.�lr..e....._.,...."......,. ,..,.. .... _.-....ae ..a ,.M et;r ,., `K`. k y- '°.7tif WATER POLLUTION CONTROL FACILITY EXPANSION j CITY OF JEFFERSON,MISSOURI ' 3. Multi-Part,Nonsag Urethane Sealant for Joint Subjected to Traffic(Type S-3): {,,tt0" �1 r a. W. R. Meadows., Product-Dualthane. ;St itr :{ b. Pecora Corp.; Product- Dynatread. {i C. Tremco,Inc.; Product-HPL. " t d. Sika Corp.; Product- Sikaflex l a, e. Sonneborn Building Products Div., ChemRex, Inc., Product SL2 Slop Grade FYI N9 Se' £ or equal 4. One Part Polysulfide Sealant(Type S-4 Sealant): a. Sonneborn Building Products Div., ChemRex, Inc.; Product - Sonneborn `? b. Pecora Corp.; Product- Synthacalk GC-2+. r`ttt'S` trn r 5y k'i° 'S j c. or equal ,;, 5. Silicone Sealant(Type S-5 Sealant): y, `' i;ti'''""`` a. Dow Chemical; Product- 786 Mildew Resistant. ��•,{i,,-t � yl. q . 'y; b. General Electric; Product- Sanitary 1700. }`xrti .'h '' � •,i �I�4J'fY..i s J C. Sonneborn Building Products Div. ChemRex Inc.; Product- Omni lus. > P �1,h r €' d. or equal Y�;�,(4}{,��;�� ' .y vJ r it'�or;(Sr.:•tl':�''s 7 t, Polyurethane Elastomeric Sealant(Type S-6 Sealant) a. Sika Corp: Sikaflex-2C,NS ' b. Tremco: `Iulkem 227 C. or equal ' 2.2 MATERIALS, GENERAL �.i;p�i+F•� A. Compatibility: Provide joint sealants, backings, and other related materials that.are 3j>t compatible with one another and with joint substrates under conditions of service and application, as demonstrated by sealant manufacturer based on testing and field ;ref"N experience. ` t J t B. Colors of Exposed Joint Sealants: As selected by Engineer from manufacturer's full t� range for this characteristic, 2.3 ELASTOMERIC JOINT SEALANTS A. Elastomeric Sealant Standard: In compliance with ASTM C 920. r " r`. C5-4199-00 07920 - 5 JOINT SEALANTS ' RO 3/19/01 `' � r' ;I !��',t ;I r�:,.. �,'?7,n+#S.'t t!t Yf.N�.1'f,,"4k.t 7 i,.1t 4 r+,,K t l,h...4tyl,''S.t;.t t;n.y"r..sf.r,t V f,,zt,t•,t1..7 dtr•t, .d 1:,'�t`.'{n:,.rr..n':,s�, 'i.e Z�, i is :>.F r-t NU 4l 2 yS.'!�t"'N'��t'{h:s;!�',.._�i4."l..'�-i f'.�'.j'.i e,.r i,t 5.it o,{.;•i'.'.7',+°q t,�;y fv rs,;',':,1,i.}�rZ.'•...;7,',i y'Str.l.,t Y A.t..�,�'.,,yµ,.n..,.'s.Ys t.''e,ir 3{,,�.l.;,tl�.,:r'',„,r;tx 5”;=i.fit.,r„wa4tt�;y..n S�.,r q}'�'•°,r3S•.r•a'�..i,.,''S i y,'i��-,.;s.."y .#4r t 7`!•�?^Z1 S j i?`TO,'All i� 8 4?' V'��,'a ;t,{1..��., r 1, �, .t, 7. r-".1. rt�•'. z r "w' t.°=; s. ,,4..;`n u.,dY. s, { >C iS'� y'' �. ":i „h';t „P �i:., .� ,,5�..a:`"1^ }. 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R� 5 4 .rv7F,'..: J e. ,,,.k,b ',=�J1/ sl f. .,r,• „'�.>ti r �; .I In r ..� ";,%'., 'i,i'': t f 1.tp,'41,.<�y!�f�'��irt l J1.t4!.;.�. {ro,":�`..;.lit�i`t�'Y y Lfi:l.+�j�'alY + j;t-}}*. ..h. .rcR.p't ti,nr�" >,.1.-.$T;. f. ,.tn,L•-.,!'. � }.�, i+' rl t� . .n s .t. J�r•r..tr ra,.h .,t,.t.f.:,.sA.4 -"�"'+G'•;S, ltc .k '."3`Mtn/ :r r� -5'r. rr rft ;r y .I•. 7l+`.. 3:fl,f,"r., av (q .�'t .tJ..✓;.,n s� '{i'"S`1';,J',.• C.r�J'. .-r,h`Es�,u•,.c,-,-I,.. .i. ri': �'.� ,�x, '<E. i, r`: r.oc.:fit,,,. 4.S'-:'.�.,,,<i;�t�i•'iJ3f r'.l.a. 1�;�'S'" ?.,,(?�bk�1' p•s ,£- ;'4ti :";•%, ,.t .0,..i ,., ,s. i�Y��r. ..a ;8 t �, r + +1,.I:..,: %F";Jlr•��!( ! '.f:�it7;r , ',Yi•t ,#3�- t.1•:u.« �Ad, n,,,, {,}. .i. y' •�t� `G'. i.,, ryryY ,r,.,tp we. `(, a:i._ ''f}} .i- .rrl, ..',`r'.'9 'E” i. �..'`„•,::"y,,r rli. SY ett ,. ,..., c�4S',<yS.rF .t�m;Tt +�. v. l,.,.y,'r*s,i,�t,•Y! ,t�:�`i, t•t„r),,`t;�% 'rr .Y, ..1 ;''i r y, � 1 1 (. ,iy. E [ t, .i',l, �f?f-,','�^"�.�ir',',*". iS;, w`f17"t�4'q,�te i", •.,ir>.135- 3 ', ..r •:y' i tt.,'a",t: .+° ,7. '`, r `y tr,•, ,tP ' .Hd �'. ..5:l,' :i$•,'�ii'i.�"r',*•'i"s n"t. t)'ai 2lpr: 1 t. ay tls 5 5+ �' „t t k t 7 h,{ I � Ci� �i •Frr,t nfr ➢ .',,�rje�` n , c i � 9 rY v 1. �J, ��i�e i�SK,)t f) •, t. }tA1t ,S! �, ! i ' •. .. t•• J tS , "ytt, �j+��[.i dt:s..11 t ,r, i 7 i t .f :.. � .. ,• :.JSE + t .Y t t 1N of.��!a.iz� a k t "d .. f .w'MWtM,'FbMlCN�St;i + 111 M1 'M1jt yh 1)'1 , '_ .� q t, :r � .. . .l � , .,,.....-....nr nt wl\W!p'•IC'1luV�:t4 .r..w.w....�........... .... 1 rf'tY4 J5r1'. a WATER POLLUTION CONTROL FACILITY EXPANSION ' CITY OF JEFFERSON,MISSOURI 2.4 SOLVENT-RELEASE JOINT SEALANTS A. Acrylic-Based Solvent-Release Joint-Sealant Standard: In compliance with ASTM C 1311• LATEX JOINT SEALANTS A. Latex Sealant Standard: In compliance with ASTM C 834. �:.�..f+�? ,n' 5 2.6 JOINT-SEALANT BACKING `" A. Provide sealant backings of material and type that are nonstaining; are compatible ? wj! ti { `ra` with joint substrates, sealants, primers, and other joint fillers; and are approved forr,4t applications indicated by sealant manufacturer based on field experience and Ell y laboratory testing. , B. Cylindrical Sealant Backings: Jf l,.. Y. '� qtr.`-a`:r°i.`!; •�1.�j4.i,lt�,`�.; 1. C 1330. to control sealant depth and otherwise contribute 2. Of type and of size and density optimum sealant performance. to producing p '.``y_>�;.•• �`; 3. Open or closed-cell.material as recommended by sealant manufacturer. grade. a. Use closed-cell material only in horizontal joints on lene tape or other plastic tape recommended by sealant -,+,, " y{} 1� ✓ C. Bond-Breaker Tape: Polyethylene 'tt``'`�rf°•,•�`�``"'` manufacturer for preventing sealant from adhering to rigid, inflexible joint-filler materials or joint surfaces at back of joint where such adhesion would result in sealant failure. Provide self-adhesive tape where applicable. ijlii�'`'!+ "> '`N Id 2.7 MISCELLANEOUS MATERIALS .,:� ; • F; .:,�`l'$ 99,x, 4..j��, ry,�R]. i • A. Primer: Material recommended by joint sealant manufacturer where re aired for q YV rt• far is;::: °r..,,, V.11 4y, adhesion of sealant to joint substrates indicated, as determined from preconstruction joint-sealant-substrate tests and field tests. B. Cleaners for Nonporous Surfaces: Chemical cleaners acceptable to manufacturers of � ,' . sealants and sealant backing materials, free of oily residues or other substances capable of staining or harming joint substrates and adjacent nonporous surfaces in any .,, ,': .•4t« I way, and formulated to promote optimum adhesion of sealants with joint substrates. C. Masking Tape: Nonstaining,nonabsorbent material compatible with joint sealants and d , surfaces adjacent to joints. l�Ni � ;�JY• i r +��rr ,f t 5-4199-00 07920 -6 JOINT SEALANTS s . RO—3/19/01 s a , .fc aa.....,r...,�.—.,.+. --.�'r:,amexNt.veyya4�tnw 5f�gkraSiaRf"�Yt,•Y"'?`•"'""" '('.`-„+ '��."'.n`f..:.".�"`��:.'�';)'-.'r. ** , �ytv � Fe ,T'•`1'+J.>5 :.,'�ft�ffi d 'S 1 ! J ,F,�i' :,.1,.' ! 3 - 1 t f '•Si r7{ .t i, tt '�y{ �t�.a•7t,�i+�, P, . ;�• ,rM 1 '.t J Jr .H1, t '1 r J ' J 'f' dS ��'<.d'.•:7�.i'�.ti�J7",,ti+('tt SrY t<'i ,. ,; !It ':y L r Y t5 f S �( i y' ,,i?k 4{.�, rye��q- �!}'k'<��i54 �•,��'�a ` , ;t�J 2 .t �a:t t tJ. �� .j.i),.} t r', t}� , S S 't < i i 7(it •i �vaY� J" .4 yt ,t'i f r � S .. Y r'� S c.•y 1t-rt�t�Sr+��,+,Y t:Wut v + Y �{` tf t J tr.,i�:S r1?�.?,sSt jrhP, 4 � },'• .... MOM s7'•.. ..,t' xr�s. r ,r rs+}r. .a '•, �': `s tfy ttt lr �k i j�it.A,...au..raw!rwwHM"-.P1 Vh.+1)tu x..M..wr....'....�' ......... ..a.... a.a .r.,•'.1an.. ......e..• .«.... ...,....:. .......ax..�s -x.n..MI .nA a..a.n 111it,i WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI <a•; '`.: ;• 1 1 PART 3 -EXECUTION 3.1 EXAMINATION f A. Examine joints indicated to receive joint sealants, with Installer present, for compliance with requirements for joint configuration, installation tolerances and other conditions affecting joint-sealant performance. . B. Proceed with installation only after unsatisfactory conditions have been corrected. r ,.;; 3.2 PREPARATION A. Surface Cleaning of Joints: Clean out joints immediately before installing joint sealants to comply with joint sealant manufacturer's written instructions and followingf ,. requirements: �.t •/Fry 1r Sr t t / }' ?7 1. Remove foreign material from joint substrates that could interfere with adhesion t I>t"1rtllrr �J of joint sealant, including dust, paints (except for permanent, protective coatings t; tested and approved for sealant adhesion and compatibility by sealant manufac- turer), old joint sealants oil grease waterproofing water repellents water, sur- face dirt and frost. 2. Clean porous joint substrate surfaces by brushing, grinding, blast cleaning, me- chanical abrading, or a combination of these methods to produce a clean, sound substrate ca able of developing n •„z sr; ,: p p g optimum bond with Joint sealants. Remove loose ;i particles remaining from above cleaning operations by vacuuming or blowing outK joints with oil-free compressed j p air. Porous surfaces include the following: � joints a. Concrete. ktr' stii; ;6k. ; b. Masonry. C. Unglazed surfaces of ceramic tile. 3. Remove laitance and form-release agents from concrete. l Ty 4. Clean nonporous surfaces with chemical cleaner means that do not stain, s or other .,..,r•.';:' harm substrates or leave residues capable of interfering � with adhesion of joint •��`�'�,'--�`'' �; i,,;�•,; `qtr;; sealants. 'y a. Metal. b. Glass. C. Glazed surfaces of ceramic tile. 5. Joint Priming: Prime joint substrates where recommended in writing by joint sealant manufacturer, based on preconstruction joint-sealant-substrate tests or prior experience. Apply primer to comply with joint sealant manufacturers writ- { nr;i 4jY11'•'3k,f�rt�ti':,; ,i ten instructions. Confine primers to areas of joint-sealant bond; do not allow y �•�� spillage or migration onto adjoining surfaces. , (t{y�• ��';:.t 6. Masking Tape: Use masking tape where required to prevent contact of sealant with adjoining surfaces that otherwise would be permanently stained or damaged ss , ,1: •: by such contact or by cleaning methods required to remove sealant smears. Re- 1f° Y move tape immediately after tooling without disturbing joint seal. ` C54199-00 07920 - 7 JOINT SEALANTS t� `` ; '',.",w :`. t RO—3/19/01 �� ?t FU'r+• �yv...wr .crr pw nw.a«..:,.....+r.+.caper � ISL��- 1�lX s s1}�r j!� 6!�w*M+a�, .. '„ ',:Ar ! Mi'9ar�VMbVw`T"'' r 'l wewip+Ngr�aWTUUrYrror a.ew.nwn---- IJ" = 1•wt�t,� 1,'.:� 1'�3'i�"i:,..� � �ltl' � � S.�rt k..l t t '`' ,�5.t �r �,t�i .f`�' I�,i'. �' ti �`' r t< Ish .�r -0 ,.f{ t'• 1.'S .t .l 4 'a ihi tvt E::ntF''r, ,f•}�r�,4:'�,, .. r,xVt •�s�r�'4t9'll.tii 1 :t,l �x � �... y �t t,:-. 1 , �., �:.�,.r i ,�t.'yac�,..e.� {�t� �3� �+sir,�S�.� �� t,X��,y,�,•�,r y r,'y t k ,i i •�t x '� t. f•. 1, .� r,ro.A: .t .Y �. �hd3. f .I;� 7+'t;`�? ay-G((L� i s k. } .�, , r 1' �. ;xli.�u`y.G�3>S{�r�: �"s• bw. i%�fW1 ,1.71.�.�•_T7sw:).t. �CtY�l:11 'F" t. i. .� r t ,t x t . ,z .� f t 1" fi.'IS�r�'. .fs.i t>p �,'4,]`+N',�'[,I'� 4. s.. , a �r}dl ryr 1..; 3� ,: , ;F .. ,..I� ` .{ s , � J:•.i r�,k" � ., i';j; � .ar.�'t.wsir,.'neanai>+:r..ti.+•a.n,.w�w. ..,........ ........,w.or. ....�. :t.,n, ,.,,....:. :�. �.,,, ,r :., «��,,.,.,...• ,. ,.,...�....,..n.>H.t+rnrr...tmsr.:mue.nr..+..w.,:w. ..»...,_...,.. .�- ,+...w X 5 t j��`�,'s rs b j� , f '� lw y�•� ,'1 11 fs ,�i•,ry`. . WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI t " a 3.3 INSTALLATION OF JOINT SEALANTS \. ,, wt A. Comply with joint sealant manufacturer's written installation instructions for products and applications indicated, unless more stringent requirements apply. B. Sealant Installation Standard: Comply with recommendations of ASTM C 1193 for { use of joint sealants as applicable to materials, applications, and conditions indicated. C. Install sealant backings of type recommended and approved by sealant manufacturer to support sealants during application and at position required to produce cross- sectional shapes and depths of installed sealants relative to joint widths that allow optimum sealant movement capability. .�,�;t�f,,n�lt✓..j.sr..n s 1. Do not leave gaps between ends of sealant backings. 2. Do not stretch, twist, puncture, or tear sealant backings. `"`''�'r 3. Remove absorbent sealant backings that have become wet before sealant applica- tion and replace them with dry materials. E`J! D. Where space does not allow installant of sealant backing install bond-breaker tape j between sealants and back of joints. E. Install sealants by proven techniques to comply with following and at same time ° backings are installed: ;.� 1. Place sealants so they directly contact and fully wet joint substrates. i :x rl.anx i 2. Completely , fill recesses provided for each joint configuration. il� 3. Produce uniform cross-sectional shapes and depths relative to joint widths thatpr ,'?f• -. allow optimum sealant movement capability. I F. Do not allow sealants or compounds to overflow ors ill onto adjoining surfaces or to migrate into voids of adjoining surfaces. / G G. Sealants that develop air bubbles or blisters shall be removed and replaced at no 14i additional cost. ;.� H. Tooling of Nonsag Sealants: t�sv 1. Tool immediately after sealant application and before skinning or curing begins ��"' ;'r��,•�•.1.�r4t�; to: a. Form smooth, uniform beads of configuration indicated. �� ..., yva',`r +k, 0. b. Eliminate air pockets; and to ensure contact and adhesion of sealant with �`f` ' ' sides of joint. Ni` 2. Remove excess sealants from surfaces adjacent to joint. 'i�" '+ ' 3. Use tooling agents approved in writing by sealant manufacturer, that do not dis- color sealants nor adjacent surfaces. C5-4199-00 07920 - 8 JOINT SEALANTS G f } RO--3/19/01 � n r7'• �"V V!P' Y�y;rj"'}ji"°"�Tt:.s�{"t*^' ''' t ;',. rou�rR'E"Gy°lnuotaureM,riveeeua.'..,,....-- .>r r,4inuwtwGBawsnmtY.GC�w0.usf�'t(f "'icv^.•r^'"r; 3i?. i..�:` �.J' } r v°+rwrat.`..-'4'1 .,� SP� 4.SM1�{�,r�, 'V`+4tru,Svyf;y,X7 t ) , {•. , .f , „1 i .1t F` 1 ti.sL ?,};tR,.S+t+f'�`•! )�.tt,.k. •t `�i�71ylY!£'i �,y �,va°;fit tf•� �,tC: S.� i r ,, .i x ', r. Jti r i �, s)y.j,;�l�.re>",.Fi�%�. h; ;1 ��.,. r. rrS:�' =rt a,,, '��.,iF.,.J6�}ri bs. {ax ,sY , �z :{ '.t ta,�,}t.'i'"�� .j r` �+ljiv 5 '�f.,•!j� dlr'R'•if� ?'xx �•,, ;:.�. ;2}.m�tr3w+,v�',r i .r, ,t..; ttt b`�r. `,t' 1. , s. t .�. 1� ."tt+,`-',�i;, %3PJ'; ,X ,GZ.1�.„',.?a:tt.'��..�tr,rrnz,,s a,r ..� *�' •n;�' ,,,3 ,y�}�fi,h)a:.•n•.rk r,t �: .�s yi,i.. '••F.,ts,; ,; t i i r+ i s': ,7;, ..c ';�:. ;,G�.,c,,. r ..rG„��.�.a,1a��• ,v,. i ak t�., i,,z�. ��, EYryy.� •5`i) 3. l.L;:t s{.. =i :�'Er 1. .•�', { ,- } . ...ir-its ttF�.M1 ! ;i �n.r�,tas`,.J�,,tp�.,,tt �{ ”" ,.,a. , .0 •.�,� ..c�!,'y j1 qi r2 r `•{..+'.? .1„ wv.x•f l it 'i , 1.' s �', ,.. •i f :, zJi ,;,,,ayi,,r I. .r:.'{r�i��gql it 'r'_r 'li tr {,i �i.1a *�ij, T�cS .Rt.�v.;i�+ ' ftT .i.t rit l r� 7� :1s.•�1 ..`r f' t 5' ��. FLY'�,BS. ,'�,',.°'�,�'q 2�(,�,tr�`}' .,�,�r„r�, } .yi. c •r .,t � > r S i :) r t. 4 1•?r Y"4! } fit' i r�Y � , 3 r�. ; r, ,t nk;, t .}. S ;. i •:{ i . .t.1e �. ;t 1�4 rx ar.��+�i'.?91 •N�{vi} +�r ! r5 4`,�i :x :,•. ,� ,,:r�, �:,,: n ', t > !` }:•,:'�;r-,;1r�k: t v';S,F1�; :,v•` �'�:�rtti :Fj t ri b r i , iX tt{:'• t1 i y �tg t�' S Y�i 1t�+1��t' '� •!tt. r ,.. �,, j�>ti{ f ,� ivbrr�� >pYR;�� r t�t"t�'f,° t ✓ ;j ri.r'.s iy Et! ,rrp. t r; .�j ., �� t r t.1c .,I' n.J t t`{7 �\ } �}i.lt".�,�iLt x. t 1`1'},'t is F ,,�r r• _n J� t :`..: .. . . ' ..r.�,- i.{:yi ' i'}i j`k yrr;��){fir J'tp'fl�`s�.� ..,<..'__"Mx�,.i«�+`v`�ntiwev:dl+++r�r„w.'.r.......,.:......":.... . .' ........,..........:.....:..r. ,�.r,,w•`.,,...-.;.......«....._.... . ............. ..... .. .. ..,.. ........,...,w.nw,`rvatr>,.n...•,..w.++»...».., _.,,....f,.. ,. ..t'.,,It l;rw 1r,/�r F4'�' `-��1f WATER POLLUTION CONTROL FACILI'T'Y EXPANSION F y' ` r _ CITY OF JEFFERSON,MISSOURI 4. Provide concave joint configuration per Figure SA in ASTM C 1193, unless oth- erwise indicated. 3.4 CLEANING A. Clean off excess sealants or sealant smears adjacent to joints as Work progresses by fJ methods and with cleaning materials approved in writing by manufacturers of joint ;;7r(i��;�r •''•, sealants and of products in which joints occur. 3.5 PROTECTION A. Cure sealants in compliance with manufacturer's instructions and recommendations. Protect joint sealants during and after curing period from contact with contaminating 7 substances and from damage resulting fiom construction operations or other causes so �(} , ` :• z ;. sealants are without deterioration or damage at time of Substantial Completion. iM„} 1. Cut out and remove damaged and deteriorated joint sealants immediately so in- stallations with repaired areas are indistinguishable from original work. ��•�:'.�'• .. ` t ^ 3.6 SEALANT SCHEDULE l A. Exterior joints in following vertical surfaces and nontraffic horizontal surfaces. Provide sealant type, by one of the specified manufacturers, for usage listed. ii' �'�'f•,rr. Sealant Type Usage S-1 Control, construction and expansion joints in cast-in-place concrete not in contact with wastewater. S-1 Control and expansion joints in unit masonry. „• ;1 S-1 Joints between metal panels and adjacent construction. �;:'�sh> -at ;.. P” J ;•41�3�,�12 S-1 Perimeter joints between materials listed above and frames of doors and windows. t` S-1 Other joints not specifically indicated. S-4 Both legs of thresholds. S-6 Control, construction and expansion joints in cast-in- lace concrete [y�' s, •. . in contact with wastewater. , }>��i lee,q`}MnatiS. i. '3' :�5;�, i of�•a'kt��•A;,�•�t v6�r'Yr`7'k4 'r•# 44 (..5-4199-00 07920 - 9 JOINT SEALANTS fts: RO—3/19/01 "t`rr�`i{i�',fa�'F l��.•�.k ti,N e�,�'.„^r,�c fi,r�i't..rz�•�r'}�':..#"++`�,hit,}(�`,::'i C.'.C!n+.!l;�':;S:i q:.:F.rt,`,r rtf:a,,j"r'i C.t.`a�F}..j';.„�';r•c;'�i':r S,rs t<!,+`'�1';��''X la.11M.rYJlF t sr xr.7.l.N.,ntk`,t «,.,?`!r,�,'S'`,i.,,:yr.f..i r r i'��r. r,t..t , 7 w.,•a�.j,,:i t Y ,;.Y”,1{t..':";,�'�,r.JY•,.f:':t.,l:.`1+�}.�f•.::..1,}.':.t Ji;i,.t, 't,".i';.a1lk,,.5t,sr 7..t t:,�'.r,;•,t;).nl i.r.,.'.4,h..',Se:.t t t i'q J.i')�,c'c Cr J}4 rt�t 5'.�kt:=,,i),a.•f'i(.r t e r.,ily'�J rek,.{;;;:^`:<l:,id;t`n,9}`r:J,�.i�r..1...4.%:,,.?�,.6 o}7+n,'.•..s(,.('5.�t•.i.,}.`:.e r -t.'�ii r,'r��.�.�,Y»+K.7.t Ay t i.•;;Sm,Gr•,.!r r">;1..,i ri r }..�iY:>•� ..1�1-1.r'�r,:c�l2?�L•{Ur.. •. r 1� ;ro. �• `•,j:. �5� ��pr{; �� :;� 4 ,+'r:r6 '`'{. i� ;t r ii r 7 c ',S' } �y.4t,. x t 's, rtX i ,,,;s r:, s� ` t•'�j.•'• {,t,},� :. 4�3t /;u9 gt��,�fq{a, t� ,e:.t; i�• {r r Ih i .i� :� 'iy,. r S. {,.:?. P�.{'� �s i r. )�f't'Y, " y.it?,+t�"Y,kr: " .�'�. �Y r,,S.:.r.-, ,xu, JY, +t'.=�"' r (,:e �+1� t j}' :.?;if F i ,,, �, t ( ,FC {- '•d!•�1q,€' '✓' ,!'z«;'1'�r' 'Y �''", �,:,]`. �'�i` t3t::;r`��N.,q r,. •!'F..iR i+ti ::.�.:.r al.'; �( - t r .,r !'f.,.ir+ r 1 '�,i �`�,:`t., ;.,r.-f�,,.7, ,:A'l.. 3, "�� SS�� ii,,.^. �r , (,. ,�.. �m.r �,1rSrsr,!,r } ;�•, 4. o .}:r.. r ,3 �.n >; 'c. .1 'r:s.•s' :a. .:,:1' i 4`•-' 'it4 i '. k ..ix%b t-:7 .S, r r,1,ipi.�,5, t .r'. (, r .,d„ ,',•5' ,r;' K. 'r ( .z „dS''`' :{f,r.}�.,.% ,.a•.a^ :F��zuS ,7 t� .:Jskri s,.. ..E.i.r.'rly, �1,..) ,,t r• '4;'�t' f'. (4 .i,f�' �1 :i ft. y' y. .r i F'fi+ .1; ,s Y;°�, r. {}}; 1,,, Fd� `�i<'(1 r. ,S .;U=,. .7 r ti t r {� ),' � t l. 1 1 Sr' ,a.1... f r.r ,F.(. {.•i t:!a�<^'!',4 yh1.��'keb;':'tY a`Sli` S .lJi�. �:"b: Q.'..�.e.'Y{ '.:(.i{..,.y:v^i".�:;`n).:4::,.r',i '1.i } /} n,` ^r.'!,. 1. r 1 t ..t `'s // :r; ..t l��;t ,:'(1' tr i.?T:�;�`7'(_�J,e•,t �'��?aQ r}'�l�tiv., b F !I !1 ,L ('( .11 f .r' !31 rFf "J �,i:, 4 y>T t"•ti �fF(;{1,ut t +� :(.i (' r('. ,rt .lf;r7�Z .� , �: {•tt '} .I 1 s ,4 .{ r Ts4+�' S4, �� r";1';r„+�o.r�,''y'.l�fiS,si�'' r if'/;u}.•�, r '1\t}t 1.. nx J i� '��)� '�r ( P Jt ri♦t( ,T't{i•i t.,ily r.l r,j.:�' S '� � ti' y t�!`�iJ:r ` jy 't 'r .�. c _ � •, .i:' � Via: t.'';i v��r,= '1 t'� ��r' :(kia {t.r}. Jr,' Jrgtj1 aaYj7,rttb'Sl� r !I',.�'�.f lr/,.'•.r•i'.,k a' t ,`.t :j.�4`r,r. � 5 v .. }, t t`'f?, e'4•J iey ti�+`al'r:l�1Ly plfr"ta.1S�}} S ,eytt e tc.aa�lu«ft .Jti ,'1 ��+a`7itt"•rtl�(.F,t,t,..a r.'. .t .t r. ?- '� +t '��: �`�/,'� t-)},M,at,3�;� �4 a. .2,.�a t}.}lr `..7C'Si.Jt{�i t• ,, t' a � J r i.`/'} 'i.f.c.Y�1''f ftt'`y�1�+'tiv-I?..��,j, ��h5 ''.,"..y �.f f a sa}.r_, 4t.. ) � I. a ! '' ra x jjkx rt'aa h��„..t ;•{{'f�{{ € fit, $ r Y,}J fryp t I c .}. ? tf r .,?, .f, '.e .,L1t�f}'� n�f�'SL+4 ih�1<:•''!�' yl'��z'r `+}`.'§ rK r ;`I r' 7,�. ” . t•� . t� 5 � lJrf� � .rj=t a#k�k�i��;}�5f,;i:?Y'Y ..>;.nimie.dart eox?�!vxiul rafiSA4sr.+.�w:,:i;..,,...r.\�r,_.:' ... .,x+-....:.e�..nnwManz+•wen,•,.,,'•..,n.,...a„•;a+r..r.rvrr..,.we"n,. ......... ...-nr,"i�nrn,eq'�to�•Nsat!,�rINM'+.wu.,:A,ww,.\:..j A..l..r:. . �.,.,1..•r+w+aei�l\MtlitYh , �S y,�Vq }F t, WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI r B. Exterior joints in the following horizontal traffic surfaces: Provide sealant type, by one of the specified manufacturers, for usage listed. 7, t tt I rtlti t:k f. Sealant Type Usage xy4J.rXJj!{': —�a. S-3 Control, expansion, and isolation joints in cast-in-place concrete4N', . slabs. Y {; S-3 Tile control and expansion,joints. N L,t• `f S-3 Joints between different materials listed above. S-3 Other joints not specifically indicated. ; ,qtr C. Interior joints in following vertical surfaces and horizontal nontraffic surfaces: Provide sealant type,by one of the specified manufacturers, for usage listed. + Sealant Type Usage S-1 Control and expansion joints on exposed interior surfaces of exterior walls. S Perimeter joints of exterior openings where indicated. $-3 Tile control and expansion joints. S-1 or S-4 Vertical control joints on exposed surfaces of interior unit masonry J P m3' walls and artitions. 'I P S-2 Perimeter joints between interior wall surfaces and frames of interior doors windows and elevator entrances. , S-5 R � Joints between plumbing fixtures and adjoining walls floors and I counters. }i i Other joints not specifically indicated. "M, J IN j D. Interior joints in following horizontal traffic surfaces: Provide sealant type by one of 011W A the specified manufacturers, for usage listed. Sealant p' e Usage TTy ' S-3 Control and expansion joints in cast-in-place concrete slabs, y S-3 Control and expansion joints in tile flooring. ;f« � S-3 Other joints specifically indicated. a END OF SECTION 07920 ' I' fir. Cs 5Jt C5-4199-00 07920 - 10 JOINT SEALANTS �r RO—3/19/01 f;•(i,t�, .�'�^��'• h..� �'Lt°ii 1 rf�kr�xt %4}:•.•e:f^._''f,j�"q''{1;''rT,C"j,T'S.'*• {'. Y t Y .yttam>; . .+ `' r,o s S\. f Sr c t-7E"^...,a«,'r'• 1, ;r'�.?aSa ry S;i a''n ra1}.x\s w;r�fK.r.{{ft r f5.f s_If r.t:.t."a: �1 i3`1 TV �rk.)i+ ,:r,—rb ✓ +sw E a ai 1,; � .>, r- ±. 4 T� tt .t •t S' J r, r'! 7t:�Y P 1'�" (YS5 1�Jtr,, .�• .Y .'i ,�t{.' :.C�,'yf,taaJ,\t at�.N,.,\+t r.Ei>'�}+;�".4 y 5'� :�' > \. 5 '� 1> V�E r" ,E ,lbw f { i- .�.i.3`h.1L;�,ft`v;•+� ''i f;;.P, ,.)Y..§,j ZS >�'r � ; .aS\+ t r M T<,t�. �y.�; y..;,t+i 14 iT f t'c. 'e� t i.,��r,',.'I s�„�. .,j�}.;ttr .der' i}r .F �.'.,{x, rr t.'t. 't{ ,^.t:5•:•f..s}i .,f..f�sn'rtr,to:`�ti*,Y}'tie,'��il��`•�L�'��5+;1l[' Y; Xf�ii;�?�;5+•'.f�,`{r�{Gs'�•y tear,;.�k;iJ_.>• 't't J�f`` "s r :tt. \t N r p t �Y'i.i J it r F}-'' f�Ri:'s; 1 }F; 7.[ L I,".<•• 7: r o .�. ..91fr' ;e�•",,-1sr%a� �:t�( N .3� �rc as,f 2 �n '�sG }ln,'� r e}r ,` + r ts..s a r 't .5�z J t`l�i � °t 'f ..Y "• i 7.' :5 it r t' .r '1 t It t' $ 1 S+f y's .,�;• � �i.�r } .ir tr�''�iy. fl'1}l F`s::'11gF,�''�e�y'}-'7:r"4'rxl r,ae.�,+. Ji {5, t.� ti .3.}'?� Sri' >'' µryt.• ! e. sty ' 1 1' S r3..iS� t.��ilir4'J�`�r�at:.,r{ r5 �e�Wl'r� t tr ': 5 C�, ''�i� ir} �s" f a <. �•Jt�v / � / �; '. '{ 71'• , ..f r t r 1 Jf�,�1,,1 ,i x , �s r+y �F%�,1.L"wL�ly �p;� r I#x ltd'!a x ,: a�yJt�r:� ;1f. nar.+tY�o':rF7?0{`�.,Y'Y 'ff}MA:'�114.�....n+,.<... .,.« �.r.. FrL n.x, ,, • , .. .. c. it r.,i3...r...a_i ,. ltF,�'f•J'=1 .,�r. 1. l iA•f �, WATER POLLUTION CONTROL FACILITY EXPANSION .� CITY OF JEFFERSON,MISSOURI SECTION 08110 - STEEL DOORS AND FRAMES ,.� PART 1 - GENERAL '1 1.1 RELATED 'DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections apply to this PP rY P � PP y •�'F„, ” , ;. Section. 1.2 SUMMARY i A. This Section includes the following: rtar 1. Steel doors. ' 2.{ yr` It st Steel door frames. ru w ~ 3. Fire-rated door and frame assemblies. ��"'viz° ��n�'•'� (zYt r.IC�IL f . B. Related Sections include the following: 1. Division 8 Section Flush Wood Doors. j 2. Division 8 Section "Door Hardware" for door hardware and weather stripping. !<; 3. Division 9 Section"Painting" for field painting factory-primed doors and frames. 1.3 DEFINITIONS A. Steel Sheet Thicknesses: Thickness dimensions, including those referenced in ANSI A250.8, are minimums as defined in referenced ASTM standards for both uncoated steel sheet and the uncoated base metal of metallic-coated steel sheets. 1.4 SUBMITTALS ; A. Product Data: For each type of door and frame indicated, include door designation, ; type, level and model, material description, core description, construction details, label compliance, sound and fire-resistance ratings, and finishes. a B. Shop Drawings: Show the following: 1. Elevations of eac h door design. ?,. 4t. 2. Details of doors including vertical and horizontal edge details. 3. Frame details for each frame type including dimensioned profiles. 4. Details and locations of reinforcement and preparations for hardware, S. Details of each different wall opening condition. 6. Details of anchorages, accessories,joints, and connections. efr4`,;v 7. Coordination of glazing frames and stops with glass and glazing requirements. C5-4199-00 08110-1 STEEL DOORS AND FRAMES RO—3/19/01 4 �•'' .a,M p,4,s;. ,' .#4w�Ppt#r> "' t '.F +,� ', .�. Mre'ar+w,rerar, r.N�cnrisaa+=+«fir.. .�i ^',�i',." ^^^,.x... y...,.a?..r*hn-+�s,—•r- t Kc^;r:ti� }JAi. "' r,.lt.+✓1 ,�{,�`fi r 4t, .� ! ,.7 ti "i .rt:t+;'� n '�`S'7'}�'t } ( s �yi. yy ��;S�t ,�r 7.:. i7 rt i!� ..�� t.y 'Y'', c i `LY' ',•J N. yf;��.�`" } �4 } �8'a,. s:S;12 a :t ,Y it :r t } :� f ,>~'i'.,t t 1 2r ''t s "-, 'r eft r. � JL/, r z'Y�?ntti t•;s`.':;r''tf1s:,b; 1 F r,}a��..}v,}(, �'�t z i;...'f'W' . .,}i ia'li't�rk 1.:.t',�'+',y it, ..t.. r 1 oaf„ri rr• 7 r - 7 :.r i ,.r�t. ,�r.,J ,f<, ^r fi,:t n ^f�tq"C,'•y!s-. *,{j.,7, Ji; cry� i`” :lSr.e't r.'.i. :74. :5{,ki+ya lraid ,';kR;,c, 1 'S'<. q,. `.7f., ,rH,,,! r .9 ) ..'J,ft tr t 1 t'.. .c 't.,s, 1 , y1. �3 1 , .; .r. d5,, 7 c,.'t• F1. //�� „r. ,�t i<A• �a #,��f„e•.I":�.'3.afi: e �� l,r 4 Ti.' t R. rr i � '.e �i 1'„ei t\3�: ✓?; �� #. t.,t,.,4�,4t{•..,�g �"�•ix.Y .�W! , ,# t }�,,r<l�; t 5 x.,}„ .,+�.,,;.,ir :,.,l r'S M, r} t �,_u�• V ..�. .,r t 1 r t t t. .r.'.r x 7y i,r�t' "!�': > �>�,'U'{.{ p-fi�e�� :1 'r• '.,'.•��t'�,ii ,1S''T tyy�''.l;..r}.kta p *. �•�. ..:i: .1r ..w.r,'. /7:. }' r..'t.. .c. r t, i 1 �, t}.f'.',�i*� tt' ”.s�';*r [[{ [',qty +j'n5{L,, �„ „ +,';�,Yt'f✓ t `'t fr t t s ,.}. . .y r'i >7: it .�y. .�t`'.,, •. 4 y+�,:,?yri. .y9}� Rt{��`• '4' �8<. /S >r�}�. , t y, f .t.> � }.. ;n1 I t , -,a(. �., Y !a. .y i• .r§ 3 , ,,�•,i bi�r.,l t• , t .{ r .,' � t` .r Yf 7 + } f.: { r ,t t>.'s . Y f,.t .;, t•,t 1.te f {' t t1 s �1t. A;3J• i 1 . .,n. „ .....,«......,...,rre.u.+�K.w.v4,m.,nw.,.,•>..,.+.,........»+,�,.«....�.,.uuu..+c1rM+RALtt :�� {M,+.2M�i,r trka i+t.h'Arx,xrrMOM.r.;,l,:..._.,, .,... ., ....__ «,.,.euw.,.s�aw.0 w.r.4vtF•.e.,a. ,.,.. ,.r.,r,.;„.a:,nn ,...._.,,. _ '� rr js�tf :;: t+y + WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI C. -Ay ' �t on Drawings in preparing Door Schedule: Use same reference designations indicated g p p g schedule for doors and frames. .! 1.5 QUALITY ASSURANCE A. Steel Door and Frame Standard: Comply with ANSI A 250.8, unless more stringent requirements are indicated. ,'j�y t B. Fire-Rated Door Assemblies: Doors and frames complying with NFPA 80 that ares; .+,; x; listed and labeled by a testing and inspecting agency acceptable to authorities having . :;, jurisdiction, for fire-protection ratings indicated, based on testing according to �+ Y NFPA 252. j� C. Single Source: Steel doors and frames shall be provided by same manufacturer. 1.6 DELIVERY, STORAGE, AND HANDLING s ,oaf .•r;,ait;,y.,.,4�,. A. Deliver doors and frames cardboard-wrapped or crated to provide protection during 5 1 transit and job storage. Provide additional protection to prevent damage to finish of factory-finished doors and frames. 'r{ ttt=t,•” '' B. Inspect doors and frames on delivery for damage, and notify shipper and supplier if 'r damage is found. Minor damages may be repaired provided refinished items match .`r new work and are acceptable to Engineer. Remove and replace damaged items that ` cannot be repaired as directed. ' C. Store doors and frames at building site under cover. Place units on minimum 4-inch- { (100-nun-) high wood blocking. Avoid using nonvented plastic or canvas shelters that could create a humidity chamber. If door packaging becomes wet remove cartons immediately. Provide minimum 1/4-inch (6-mm) spaces between stacked doors to permit air circulation. PART 2 PRODUCTS •',+,'999 iY'' '�<j555t�r�,+�i;. i' ti!I 2.1 MANUFACTURERS A. Manufacturers: Subject to comp] iance with requirements, provide products by one of the following: 1. Steel Doors and Frames: f ' ;h a. Amweld Building Products, Inc. rzv�kyj b. Ceco Door Products; a United Dom inion Company. +3 C. Copco Door Co. d. Curries Company. C54199-00 08110-2 STEEL DOORS AND FRAMES RO— 3/19/01 '� .;.}t .,.- «+r-,. •,, .r ,,«,K.t ^^^+ur+!?s to m4waax+at!k+aictrtst�+pcRwrw"'"^ f'. ta�q A 'tr; sg u 9 ;;til�— r':; t:y vy :q�t,SY S t Y't Y t, ,.�•jh�'z,�y ±'2w A.'.}� �'+'',�'i`�: 6 a y '.ii• .fit= ,`c�:, .r ; ;kb ;.,�1.'.5. r � ;� +.. ! '.r' t le 5.i..t ,,, i Y`4� v t',,'�, '� >� .,U`. f. F. + .{i t 7 .t r, 4. t •)I1w �a } 4h 7�4{ ",k,. 4rV�f" 3r� ."��C �,b`�,y.yJ k!i`1)n5 iJ �.v i r{•I�.'t z i�. N t' .7 � d .l `� <.1 s tv s +"i r'. 5 '7� :q'��iti x ,,L�k�! Itt�' i•��••.y.;fl. �?��.X�ry�.;.�i7„��+�,. tits.},s? �.< :�rt. t�. + .,' , r, F }a. i � r��;a. r � ;,. , `•, �'t> q� ,r�.y r r s 1cklt ,.stN ,L�+ 4 tt >, +. , r .3 t...y r 5t �7� +tr L{ � i j�t.0 = 13 t , , s �f �', , r�`i. ij h��, t utYl#�y��1 C2k��•� r��IfiK'y i rx� Y4ty A �•.' a f t r � s � .. .. .. ,1 ( �s k ��'4{! .t✓'s is yxt{b .iJ,�. ° ,� ''4:. { f •� s c y' 1 t ark n—L;{ j{�t� Y.".. i f�,�l ....,..,.... •. .:e tf,l . ;�.(� jfi(�'Sy.1r kl WATER POLLUTION CONTROL FACILITY EXPANSION i CITY OF JEFFERSON,MISSOURI ; f ' -. e. Republic Products Corp. f, Steelcraft; a division of Ingersoll-Rand. g. or equal 2.2 MATERIALS A. Cold-Rolled Steel Sheets: ASTM A 366/A 366M, Commercial Steel (CS) or ASTM A 620/A 620M Drawing Steel (DS), T e B• stretcher-leveled standard of c , ; flatness. `.„ 2.3 DOORS A. General: Provide doors of sizes, thicknesses, and designs indicated. •. '.1 rr r B. Provide doors complying with requirements indicated below by referencing _;;,;•,,;,J; ; ANSI 250.8 for level and model and ANSI A250.4 for physical-endurance level: `-M 1. Level 1 and Physical Performance Level C (Standard Duty), Model 1 (Full . Flush 1 h 2.4 FRAMES ,:. A. General: Provide steel frames that comply with ANSI A250.8 and with details indicated for type and profile. Conceal fastenings,unless otherwise indicated. B. Frames of 0.042-inch- (1.0-mm-)thick steel sheet for: .-i ;'•rl ` 1. 'Zi, '?', Level 1 steel doors. C. Door Silencers: Fabricate stops to receive three silencer in strike jambs of single door tl4itsi. s�. frames and two silencers in heads of double doors frames. Plaster 0.016-inch- Guards: Provide (0.4-mm-) thick, 1 sheet plaster �. mortar close steel guards or boxes to or of openings; se off interior Wings; place at back of hardware cutouts where �•`'�'�''�''f�""` mortar or other hardware materials might obstruct are operation. 1 �•C yf,,,'t E. sand Anchors: ��+``•`,c�,r��:. t PP rs: Fabricated from not less than 0.042-inch- (1.0-mm-) thick, electrolytic zinc-coated or metallic-coated steel sheet. tt ' 1. Wall Anchors in Masonry Construction: 0.177-inch- (4.5-mm-) diameter, steel wire complying with ASTM A 510 (ASTM A be steel may used .z, n S l OM) y in place of ��!'��;.��`•.,;t sheet. FABRICATION f?:t4"r �i'°l,ts1Fi1`M++�•��Ji';' A. General: F abricate steel door and frame units to comply r�rith ANSI A250.8 and to be u tR�, �sr rigid, neat in a pp e ar ce, and free from defects including warp and buckle. C5 4199-00 "}":• '.;•, .`, : 08110-3 STEEL DOORS AND FRAMES RO— 3/19/01 x� Z fj�}), • y mwG1�Mk1�� 1'+J119M[1115RMJN1'FlYM1M�V•YiYp 1t V"y� 1. �.,, sl f r, i {�t �y,� }�MfjY>A7IJ4l. .1 }:. »«+rt�xie7rtHP•PYYtl'titsPiYltGt�ws r*e• 1 t.. "i k Y s ,,.yr.;�^,'.t�{ INAM! 11 � �f$ !� dF 91 tf�'{,b tY?,?. f •`1 ts,:: � .s Y' s t `� 'tf' 1 rf7 1 .t. .ts�'js r11' t `�y y`'SY r. ��. r�.,.,;,�»„ (�,c Yn T ' �' 4 {.,. `! `, i,' '; `, .a { f,. q M1,,di.r' r;p, ,.➢f �.:4F �tiC 't'd� �.�1fyb;. {�,^�:r,' f yi5fk .,� Ji 'f t• ;,�, t i } ..5r '!A, s. r ,a` ,dt=;.,,,�, !y. •`5..•�',.., ,;r .+ d ty;M"�iGYO•.,,.n�,.'.�i,,. � 11•r,+it^' ..i. � .., r' �:l;.. r i;;- ,1. ;'r.'. .� r t .- a VI i.y�.f.ti., ��'Ui4.,. .,Y1 Crrl..,d:��:f'�P'o:F`d .1y x. 'f;_f 1•.d;�'. ..; a I' i�r �, ..r t �s'� 4 '1 .�'r .'t ri 't'!'s). ss � �t�s• «�,.;?'ris, 1��;�i..e-ryy,•k's'?d �� Sr�`t�ti ' s 9 ) , ;tY " t. '• 1 { tit d ) s r. '4tl � t �,�,+ A a.JFS ��i�cf�.,.'�> ..r�U9ry l.f In (ra•yr �i 'ti s + ,, q s r sYit'_. it. t r.,4`!�•�,".��. 1 it. �q�. d'' •',zt�'�i a r51 tr:, a �, ,. � s{, 1 '1 f .4... iY;r'1;,' r 1`' ,�, '�..�.: s ,�: yf1!{. y(;>' {{ r 7 4 tet + n y tt .. .t .. .. . s+t� .n. n �t.,•e,.n,r:<. '... .J:.,.w s..+vv+.!.n+rnYtk'Nk4 , s'' ( 4, y st` , • nt.w+urerlw:i.i,+ri�wai++rw+.....a........... .. .. .. • .. ? ai{4S 1A .f' WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI r practical, fit and assemble units in manufacturer's plant. Clearly identify work t cannot be permanently factory assembled before shipment, to assure proper assembly at Project site. r, B. Door and Panel. Faces: Fabricate exposed faces of doors and panels, including stiles and rails of nonflush units, from the following material: 1. Cold-rolled steel sheet. yt"3t•M "'`'�``�`" ; syy). ....•� C. Core Construction: One of the following manufacturer's standard core materials that produce a door complying with SDI standards: 1. Resin-impregnated krait/paper honeycomb or polystyrene. GF {7� rrjl Ca�e.� v 1/8 inch(3.2 mm) at jambs and D on-Fire-Rated Doors: Not more than Clearances for N than heads, except not more than 1/4 inch (6.4 mm) between pairs of doors. Not more 3/4 inch(19 mm) at bottom. E. Clearances for Fire-Rated Doors: As required by NFPA 80. F. Single-Acting,Door-Edge Profile: Beveled edge, unless square edge is indicated. J G. Tolerances: Comply with SDI 117, "Manufacturing Tolerances for Standard Steele yt .sk , 44 Doors and Frames." � ,7s� H. Fabricate concealed stiffeners, reinforcement, edge channels, louvers, and moldings from either cold or hot-rolled steel sheet. t r•��f�r�r��: I. Exposed Fasteners: Unless otherwise indicated, provide countersunk flat or oval heads for exposed screws and bolts. J. Hardware Preparation: Prepare doors and frames to receive mortised and concealed hardware according to final door hardware schedule and templates provided by hardware supplier. Comply with applicable requirements in ANSI A250.6 and y` , {W,";', , ANSI A115 Series specifications for door and frame preparation for hardware. '! K. Frame Construction: Fabricate frames to shape shown. > I. . Fabricate frames with mitered or coped and continuously welded comers and a ; s face joints. `s seamles 0" 2. All frames set in masonry shall be face welded and ground smooth, and reprimed . r ' r at welded area. 3. Provide welded frames with temporary spreader bars. 7, `?= 4. Reinforce all doors for closers. x, 5. Door Silencers: Drill stops to receive 3 rubber silencers on strike jambs of single- ;, door frames and 2 silencers on heads of double-door frames. E 08110-4 STEEL DOORS AND FRAMES C5-4199-00 n RO—3/19/01 ��r ��.. ,+i �. --+-+.+!t+4.-..wcuYrfN&4�f.�I4YMD eT�,{��;Yt�*C�t!1FtMewv.ur+-•— ...r�s. p.+.ra+wc+ur.0'sNA 1iY+3K'Xn1,�7.Yxx.R�Rr�M}�M , , .,yi }y S F� e�i'Is�' '. ^fA Ca�'{ � et r Y t + 1. 2 } i S t P j a } 'r•, 'L. , +, (.i t�cj�r°�'✓'G Sw yr+,s , r r f j' t c f k h,'�` �` I..r� y" t �?e,�� t•+'4+,.;''r k ,C ry,'tr 9� ., it e ti J'.,,, a i .�d' t? 'i'+11, r r� C•. tt'� ,i r+•. 1�{rS t,}.�;: tt yriiv}}'t If. r: �. � 1 r: . a� l..t y+ �1� *tyi, 'G f� ri t t i4 .'t { t 1 i �� \+ r{ •, .. { 1 , t ! Fh}{+r j,rf.l : jW �+ i� i r � ,. .. . .. ..,. i.........,.......}i .ar.+rn. r.:.a,.L.,......•_�..k. .. .. i' st�'r kyi { iy .. .pia;;..._.,,,�t..:+wi•sr,.ari,,,r;�,....« .............�... ....,._..,...,.s•„ ,•,.:tt•� . .. .,.i�.....,._.,... ... .. . . s: !r +�� c < WATER POLLUTION CONTROL FACILITY EXPANSION ,.r CITY OF JEFFERSON,MISSOURI {'• L. Reinforce doors and frames to receive surface-applied hardware. Drilling and tapping for surface-applied hardware may be done at Project site. M. Locate hardware as indicated on Shop Drawings or, if not indicated, according to }' ` ANSI A250.8. N. Astragals: As required by NFPA 80 to provide fire ratings indicated. 2.6 FINISHES A. Prime Finish: Manufacturer's standard, factory-applied coat of rust-inhibiting primer ' §. , 1 complying with ANSI A250.10 for acceptance criteria. ,.f�,� ; Y' !7 ` PART 3 -EXECUTIONh} INSTALLATION ! 3.1 INSTAL s, and accessories according to Shop Drawings, A. General: Install steel doors, frame manufacturer's data, and as specified. l+.w l: S ti*rt•r ,,.,,,.•�. B. Placing Frames: Comply with provisions in SDI IOS, unless otherwise indicated. Set frames accurately in position, plumbed, aligned, and braced securely until permanent ' anchors are set. After wall construction is completed, remove temporary braces and spreaders, leaving surfaces smooth and undamaged. - ,``4t•' ` or partitions, place frames before con- 1. Except for frames located in existing walls r`irt4a�t3`i`` ••ji n i+t t ! struction of enclosing walls and ceilings. 2. In masonry construction, provide at least three wall anchors per jamb; install ad- jacent to hinge location on hinge jamb and at corresponding heights on strike jamb. Acceptable anchors include masonry wire anchors and masonry T-shaped ; :,. anchors. v r 3. In metal-stud partitions, provide at least three wall anchors per jamb; install a ja- cent to hinge location on hinge jamb and at corresponding heights on strike jamb. Attach wall anchors to studs with screws, Atta 4. Install fire-rated frames according to NFPA 80. 5. For openings 90 inches (2286 mm) or more in height, install an additional anchor ' an at hinge d strike jambs. t 1 �} 1•:'' a id C. Door Installation: Comply with ANSI A250,8. Fit doors accurately in frames, within S clearances specified in ANSI A250.8. Shim as necessary to comply with SDI 122 and ANSVDHI Al 'ii�,�:is�: t..r Si•L.':,.,,� t fit, � inu � "i 1. Fire-Rated Doors: Install within clearances specified in NFPA 80. 2. Smoke-Control Doors: Install to comply with NFPA 105. ??� C54199-00 08110-5 STEEL DOORS AND FRAMES RO— 3/19/01 r t .- -^�wnvnaa�aa»rCas*azncx ".' ^r S �,,. s,f ` '�'iu=K'i� '!t?'1°`• i, j' 4 , p'1 .!,. y iYi f: ( t tQ#�!, 5.�j 4,;4", 31.. r.x�� y• I' t,t �� ttt- "'' .1. 't 'i� )<.t,t ..5 .is...'!'x iiJ7 �1{tri'I , �Y(, l:. J. 'J(/''�y,,� :it,� •'Sa .Y i�t , r 1` t '�' i } '!t n t ., !r f, .t r i i. J t{ t. :t r tt lte i5,f r 'IBC f}i.o'�.z�� t{rf3. �:i?`s 4t' '-j"A" '�� JW�� ..a.. ..pp y'G' e'� v4�'1..t � a Jky e �,,, °+ y, 7 ' be u tl `1,1 t;'.Y ,{rF. y� T�'7�, i$ WATER POLLUTION CONTROL FACILITY ENPANSION CITY OF JEFFERSON,MISSOURI 3.2 ADRJSTING AND CLEANING .-A A. Prime-Coat Touchup: Immediately after installation, sand smooth any rusted or damaged areas of prime coat and apply touch up of compatible air-drying primer. B. Protection Removal: Immediately before final inspection, remove protective wrappings from doors and frames. END OF SECTION 08110 C54199-00 08110-6 STE-EL DOORS AND FRAMES RO—3/19/01 MM, W06T.'.ow, ti MV; 1 l 1. u • a..n....aawc..+tiv,.tMvL•Q1,rrN.kw A•t+t+rl•4aa n..a...,.. .....:.... .. .. ....•...,..»o �, rr .d. ...r ....., .._..... ... .. ... ,:.... ........v.w.wla,M,,.l+itW,i..yiF4.�rrJ+iwa................ ...+...,5, .�. � I!i ii... t. d �t x WATER POLLUTION CONTROL FACILITY EXPANSION j CITY OF JEFFERSON,MISSOURI ,w Hw r SECTION 08114—STAINLESS STEEL DOORS AND FRAMES PART 1 GENERAL 1.1 RELATED DOCUMENTS T rx 1'i• + 14 a A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division I Specification Sections, apply to thisp Section. 1.2 SUMMARY A. This Section includes the following: '( 1. Stainless steel doors and frames. # 1 B. Related Sections include the following: `` i 1. Division 4 Section Unit Masonry Assemblies for building anchors into and grouting frames in masonry constriction. 2. Division 8 Section for Door Hardware. ° s$''''J 1.3 SUBMITTALS ';`''`"F A. Product Data: Include construction details, material descriptions, core descriptions, and finishes for each type of door and frame specified. B. Shop Drawings: Show fabrication and installation of doors and frames. Include Yi..ti``••a:i:i�*L'�'ti�,�.:is details of each frame type, elevations of door design types, conditions at openings, details of construction dimensions of profiles and hardware preparation, location and installation re uirements of door and frame hardware and reinforcements and details q �i�•,::?.;BAs_;. �r of joints and connections. Show anchorage and accessories. C. Samples for Initial Selection: Manufacturer's color charts showing the full range of finishes available for units with factory finishes. .''`r"`t 'rK;j -, D. Door Schedule: Submit schedules of doors and frames using same reference numbers for details and openings as those on drawings. 1. Coordinate glazing frames and stops with glass and glazing requirements. 1.4 DEFINITIONS r¢ lei } A. Stainless steel sheet thicknesses are indicated as the specified thickness for which over .yf,,,tr{s�t:��ttt,r;•':i1'�' and under thickness tolerances apply according to ASTM A480. a; "}// �;';ti' `- rr?aP o': ti• 'k C54199-00 08114 - 1 STAINLESS STEEL DOORS ` RO—3/19/01 AND'FRAMES )�irti 14 f yf aflY.•.�l 6r 7 ,i'i"''�yr�p�py47' ��N1$%IE9f{lAt+b'l�'.},?'.Z�+1�"`?7.'S,S'K;WD'Jx+a."'"'. - ermewrr!�3M1y3vFt>ayt+wnu. .•«» ..uw,......y.�'�'^,�fi.. i�✓.+� rota' 1�; '*r,,; ,}:•.+ ;;l,.j;�`. .} t n � r •.,.•...,-... i :{ is 1. }'r»s:.-,wpaa�ru� it iYk is 1'i'��,':,��;>rYrv;'r' i✓o� yati��v,}5 gJ}�..1' ; � 't'�:. �g 'i',i ih: t`rtir) ,(r '.r 't sr ' } r ,Y, r ,,Ks r',t.�,.t,..r i;r:5„J� ae �,{yd t�il,� '.'. }''�F•, 4 f1r:i.,:- ,1'� t �.J.� �. J ."y � t J ; t e i '.il .h`P r 1R,��4'�'° (Y 'M� .i'+:-i,; "r*�..t'frlh .}{ '7�'r I f.i 4 t.fJ j,¢� � ji�• � t it } S } ,,., t t,t { p t. �I 1 ,S .�<;. ri;tt it �,�s�'F�:rs.Vr3GY t�'.' �t a�yf!�1. .�, :�� .i•. 111 �� 1 tilt ; :, i:., , � t .',t + } ,'�. atr :.�xJ 1 .t,� t� J sIT" '' Sl 77 r I +ktTi Ia ;;1 - �(I• .ene.,w.. .. ...... .rtx4 1x vt1■ ;�,.. •r.tt , �,.r ar, � 'r +,.t S it 4 °! �7� I I WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI as i Y 1.5 QUALITY ASSURANCE } I j A. Manufacturer Qualifications: Firms experienced in manufacturing stainless steel doors, alLuninum doors, and frames similar to those indicated for this Project and with f a record of successful in-service performance, as well as sufficient production capacity ^ ` to produce required units. 7JtA'fs}:, ''F #; ; it 1,6 DELIVERY, AND ti't.,ter f=r STORAGE, HANDLING A. Deliver doors and frames palleted, wrapped, or crated to provide protection during transit and Project site storage. Do not use nonvented plastic. �p�j��?��,�`�;i++"�{ '•�:t°�A'r�' iss B. Inspect doors and frames, on delivery, for damage. Minor may repaired damn a g Y be provided refinished items match new work and are approved by Engineer; otherwise, remove and replace damaged items as directed. C. Store doors and frames under cover at building site. Place units on minimum 4-inch- wood 1 F' (I 00-mm-)high backing. Avoid using nonvented plastic or canvas shelters that could create a humidity chamber. If wrappers on doors become wet, remove cartons iminediately. Provide minimum 1/4-inch (6-mm) spaces between stacked doors to permit air circulation. ; fr r PART 2 - PRODUCTS r��t �'; _,:� I i°u 2.1 STAINLESS STEEL DOORS `: A. Manufacturers: Subject to compliance with requirements, provided doors b the following: Y one of `� '' 1 1. Ambica. 2. Ceco Door Products. 3. Curries Company. 4. Fleming Ste e 1 Doors and Frames. " Oil��. 5. Krieger Steel Products Co. r �zx �n�l�.f ' 6. Pioneer Industries Co. 7. Steelcraft Manufacturing. `' 8. or equal5'` B. Provide flush design doors that comply with ANSI 250.8 for level and model and1 r�t4v tkTx�^ ANSI 250.4 for physical endurance level: 1-3/4 inches thick of seamless hollow construction, unless otherwise indicated. Constrict doors with smooth, flush surfaces " without visible joints or searns on exposed faces or site edges. WE1. Interior: Level 1 and Physical Performance Level C (Standard Duty), Model (Full ° �« Flush). ' 2 '7 ' C5-4199-00 08114 -2 STAINLESS STEEL DOORS RO—3/19/01 " AND FRAMES ff 'ej'i'... 1't'^+fp.f'*.^'..,°.7;",rq•/7"";`l^-"I."M'1' _ . l'...r yl. ' ,�i•-�"^�+j .'.mjx'KA�t!a,�c''twa7u. ; , t ij ,.��r��• r' T.f, 44 ( i'{�i�b j7}�tuf tt 1 ' ; a....7..:a,,,...'...vn4rNk.IUNAWMnY,u.w.......q...,t < �:i. .-...,...�e� ..:.. <.,✓'......r.. n.•,..........,. .. .. ...,.....1$'... .. .........ar.,h.t VY+.!tTW w1Y,...+iriM.a.+r+.-..+........-..a, :. .. L t ATT W R POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI �., 2, Exterior: : Level 2 and Physical Performance Level B (Heavy Duty), Model (Full � Flush). C. Door shall be constructed of austenitic stainless steel comply with ASTM A666, Type ! s'. 304, minimum 16 gage, polished to a No. 4 satin finish. All steel component parts used in stainless steel doors shall also be stainless steel. Door shall be prepped and -'j'`;;:`>;r_ ' reinforced for hardware. All exterior doors shall be closed to eliminate moisturet ; .Kutu; i; penetration and shall include a self-adjusting concealed door sweep in bottom channel, i•�;,;'�:r; ;;:: hw ��4 r,Irr•'-,i,, ' D. Reinforce tops and bottoms of doors with 0.0500 inch (1.3 mm) thick, stainless steel horizontal channels spot welded a maximum of 6 inches (150 mm) o.c. to door faces. E. For exterior doors. Close bottom edge with a minimum 0.0500 inch 1.3 nun thick stainless steel closing channel and top edge with same thickness of stainless steel filler { channel, so webs of channels are flush with bottom and top g doors edges. Provide weep-hole openings in bottom of doors to permit entrapped moisture to escape. Seal joints in top edges of doors against water penetration. F. Nonmetallic Core Construction: Provide the following core construction bondedif .';rA permanently to both door faces: 1. Kraft honeycomb or polystyrene. 2.2 STAINLESS STEEL FRAMES A. Manufacturers: Subject to compliance with requirements provide frames by one of the lr��*f..��t,t�,,^K.jl• el following: 1. Ceco Door Products. 2. Essex. 3. Pioneer Industries Co. 4. Steelcraft Manufacturing. rx'y 5. or equal tt'r.t B. Fabricate stainless steel, Type 304, frames of full-welded unit construction, with corners mitered, reinforced and continuously welded full depth and width of frame. Knockdown frames are not acceptable. 1. For stainless steel doors form frames from minimum 14 gage, stainless steel sheets with No. 4 finish. }¢¢� C. Hardware Reinforcement: Fabricate from same material as frame. Minimum thickness of steel reinforcing plates for the following hardware: 1. Hinges and Pivots: 0.167 inch 4.2 mm thick b 1-1/2 inches 38 mm wide b 6 inches (150 mm) longer than hinge, secured by not less than 6 spot welds. C5-4199-00 08114 - 3 STAINLESS STEEL DOORS RO—3/19/01 AND FRAMES r. t�FNS�Y�4% r .Mcr+stp�vn :ww+wrn>tiwtitv'�tiei.u•>w...- r i.. „rtNrAA'I.1f� et oil �� .}.: L, yy's�`,,, ..",Ilex S. t tt -}t, x +:yt ntt 2 ,.f. J .fkt f'''4i y:z�,/•. is}t tw.,t GEI'r Y SS a�, �>,�.',,,4 t;'?�vsi .t>r�N �Y. r}..1 .>�'Y t': y. :t' . t? ? r '7. f .r:. t {.t f t')k "1' i'Y a ,jd�ti�'Ir'•.fF,,i tt y J{.. .,w..Jiax r�+.-++wrii'r,,..al..,w,........,...,. _ ._..,, ....,>•...,., ,.tr .r.:r, .. � .. ......... .. ._,_... C r � 11 i WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI rl 2. Strikes,Flush Bolts, and Closers: 0.093 inch(2.3 mm). 3. Surface-Mounted Hold-Open Arms and Panic Devices: 0.093 inch(2+3 mm). D. Mullions and Transom Bars: Provide closed or tubular mullions and transom bars where indicated. Fasten mullions and transom bars at crossings and to jambs by butt welding. Reinforce joints between frame members with concealed clip angles or sleeves of same metal and thickness as frame. `'°'+``cif E. Head Reinforcement: Where installed in masonry, leave vertical mullions in frames ii Sk�,c open at top for grouting. tl, VI F. Jamb Anchors: Weld jamb anchors to frames near hinges and directly opposite on strike jamb as required to secure frames to adjacent construction. ix. fj. ' t tt .r=L r'ky�d tr { 1. Masonry Construction: Adjustable, flat, corrugated, or perforated T-shaped j anchors to suit frame size; formed of same material as frame; not less than 0.053 ; inch (1.3 m) thick; with leg not less than 2 inches (50 mm) wide by 10 inches m 'I Furnish at least the number of anchors per jamb according to theme (250 mm) long. F following frame heights: a. Two anchors per jamb up to 60 inches (1500 mm) in height. b. Three anchors per jamb from 60 to 90 inches 1500 to 2250 mm in height. C. Four anchors per jamb from 90 to 96 inches (2250 to 2400 mm} in height. d. One additional anchor per jamb for each 24 inches (600 mm) or fraction thereof more than 96 inches (2400 mm) in height. G. Head Reinforcement: For frames more than 48 inches (1200 mm) wide in masonry }{' wall openings, provide continuous steel channel or angle stiffener, 0.093 inch (2.3 g. mm) thick for full width of opening, welded to back of frame at head. ' ` t'nt�' J Ft lyt 7 r: H. Spreader Bars: Provide removable spreader bar across bottom of frames, tack welded to jambs and mullions. f``'` fi�' ;i;i•.'i' !' I. Rubber Door Silencers: Except on weather-stripped doors, drill stop in strike jamb to receive three silencers on single-door frames an d drill head jamb stop to receive two silencers on double-door frames. Install plastic plugs to keep holes clear during ." ta�•�;n x' construction. J. Plaster Guards: Frovide 0.016-inch- 0.4-mm- thick plaster guards or dust-cover ( ) P g 5 boxes of same material as frame, welded to frame at back of hardware cutouts to close :r $,„,t;,, tr' off interior of openings and prevent mortar or other materials from obstructing hardware operation. f ilit., � 08114 - 4 STAINLESS STEEL DOORS CS-4199-00 RO—3/19/01 AND FRAMES 9 r•tF, iJc}j n?�ti !� t, t�7 , , ..�+ t: , ,fit, '.,. � •:�+t t,.,,t..I.&i;':ifrt�=�?'?z^ur�lil`•,y I.�tt•{.1' � 1, t .,�� 'r c1N. .�yx:�:rl".$}�x'5�,11�:,k7� i.�x {.�' !.,'' J: .;7 +r ,:i ! tvt9 r�Sr.�f �;�})�ivt�hu�jli,•}y. e 'f�i,fir., , 4`>';r::�,xN1;!?l�r.r,.:f...7rs„j,f a .e y r r .;'jJt,a! 1 '�'••1v'U„�k�1v rr,'F' 4.iii r3 n ,j�n'¢� �,�j�'1t'� ., '�'� ,,L iml}r sl., ^' .t}� ,: ��s 'r,,� , s: ;.� ' .p iii A�ti A a�t4�+a 7��x�:,,•_t,_ fir R��,t� '' g 4, 1 .4: r .. � ,,: t ,.. ,}411 ..1+•7 'h!�''lid fl t l S ;L1I ,'. ,�.:p) P {st r ..:; . 33 't .t.•r;A .t tiM1 t5 ir,S51 ;t7 � ' r .>......ti.U-..w«e.4:mBilnrN+Y.,Nri+nw.,.�r.,... M.,.,.... : ,. ,..�.,.:..,a�.:.:a :x.w:.:*.•:•ba t. ,,., ... .._._ ........n +e.,,rxR nrr!',wixw��u at•+.<,...«..._....,, .. t 1 to i WATER POLLUTION CONTROL FACILITY EXPANSION if" CITY OF JEFFERSON,MISSOURI ( " J PART 3 - EXECUTION 1 3.1 EXAMINATION tY.at Y A. Examine walls, floors, and ceilings for suitable conditions where doors and frames are to be installed. B. Proceed with installation only after unsatisfactory conditions have been corrected. ' i 3.2 INSTALLATION �� ji" A. Comply with door and door frame manufacturer's written installation instructions and .,v4' , i approved Shop Drawings. B. Install frames according to SDI 105. Install frames plumb and square, securely f ! anchored to substrates with fasteners recommended by frame manufacturer. ` C. Set masonry anchorage devices where required for securing frames to in-place concrete masonry construction. 1. Set anchorage devices opposite each anchor location according to details on Shop ` ' '� v''°` Drawin s and anchors a device manufacturer's written instructions. Leave drilled holes rough, not reamed, and flee o£dust and debris. D. Placing Frames: Set frames accurately in position; plumb; align, and brace securely until permanent anchors are set. After wall constriction is complete, remove �� temporary braces and spreaders, leaving surfaces smooth and undamaged. Y, J!} 1. At existing concrete or masonry construction, set frames and secure in place with machine screws and masonry anchorage devices. 2. At fire-rated openings, install frames according to NFPA 80. 3. Field splice only at approved locations. Weld, grind, and finish as required to >;•..w,�; '" '`_ conceal evidence of splicing on exposed faces. 4. Remove spreader bars from each frame only after frame is properly set and '!'F'""'` { m' secured. 6� 71ji}r'rZ71�s7 1' f;! E. Door Installation: Comply with ANSI 250 8 and SDI 122. Fit doors accurately in frames within specified clearances. Install per door and frame manufacturer's written 4� instructions. ta F. Doors: Fit non-fire-rated doors accurately n their respective frames with the Y p' � following clearances: 1. Jambs and Head: 3/32 inch (2 mm). f 1 i � nr ri �l� G>��+1'i• 2. Meeting Edges, Pairs of Doors: 1/8 inch (3 mm). et , if no threshold or 3. Bottom: 3/8 inch(9 mm) �'P .c ;. r.i3.F. Sri. ,��y1, c C54199-00 08114 - 5 STAINLESS STEEL DOORS s= RO 3/19/01 AND FRAMES ? . 1.krC`r7 varMH±4HVnA%>1W7/quuiatSpWaF:wwanux.°: P Ib'tK'ATM°,°w'�'« .l. .�........,.anwi.dkWletYSPihNrmw"" ° _ ;,t• ^+.n.gr.rn+rya�lRnP!± ln..�s.n.!^,�++R.n}� i ,;tip J47.'r,yf�. � +,,1� •,t:,' Yf. R ,z t.C,'. r ,. .i. i; .s .`$ r. t i. i. � a (4 1 dt}iS ';'°� �at.�t��p i1T�k'. 4xg�'�:� '.I{�9 t t� i 1 :,i i t i r �. ,. .,r. .:� ,.. � ttla' .£h�. t� 4�}t �.i�:tt•,,(y�,aj�F�:/±f,�t3�� ;�, a t d ugrt'� +i Yl r` r t Y r r s t �..,1 .l tr 1 ; i :�.7,t i. � t rR -.5i•�`}}t .$w�� u .! 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'� ,ttihi�;r'r N'71��nyy f, .,� yS�� '�22,,{r .1 {.{..��.p�,y r z,t,,,y'e,,.t,tr,� �„;tt,. ¢ Cs c �tf f :,: i t, kV.,k.. t ,r�t, ?+,•,?t ,�b 'z.;a�� '7�{ 1 � H, d, ,, �U., s Ar, ,J,g ��:C.2 �F,.1''ity}'�it. t,A.�;,u t q:'4)'4�1 ,,i ..ir 1 i, ! � ',t. ,.a�'...,r f S z�1 "f"r• t r Fi "{' t{:.f•.,alit 9.�e.,,J,,,,':.v 4,rF.,,,� _ y. I «�" t. ,#•d+,ia,: 74y-,��t� '�`C}`.',.r } f}t'1'.;� t� ti.4b E`r � �'t .f= k �:�! r. a 4 ,I LF t .r�<, �4;i,+ l {r t..6g t '`�,y', "t: ti, a a• .�r."s5r#-!:•.`(.,,, T r?, )�;{ 1 ,,t.. i., r.. .1 ! r I,.,,s t '� ,.h F 'Y..'� `,:,{,#; 4 �?(;f t� ((� : '_ `. .. s ° �-. � I '�! � s�s7 e '$a Xl t L r-t"-4.,x-•sly `q,. +:t .s' �irNw:.t'a,zv.;r'.'r,�er,•�.;:,?1r,./..G..::tw:iunkrieeSHlGatw:riC�CC1e4FY?vtilSkiG!ttkrr+race+enn•eYICM�A:"d�:rvar��xdw�iet.4Luk.:.:,,� 't, :t. <«ae:tk:..:!«.YM.ut rl��N�hYriritr1i'Y�1iir`:riLY'aJ:r.�,...,+�:�A��kS'.✓�+,,:k,' �'1 f�,. a �r� WATER POLLUTION CONTROL FACILITY EXPANSION . CITY OF JEFFERSON MISSOURI wT- 4r ��1,�6.. 4. Bottom: 1/8 inch(3 mm), at threshold or carpet, a{� �t,Yl''t `t x 3.3 CLEANING AND ADJUSTING A. Final Adjustments: Check and readjust operating hardware items just before final ',`¢; .. } inspection. Leave work in complete and proper operating condition. Remove and .' replace defective work, including doors or frames that are P B warped, bowed, or otherwise unacceptable. Remove and replace doors and frames with damaged finish. ' . e . B. Clean doors and exposed frames promptly after installation using methods recommended by frame and door manufacturers. 3.4 PROTECTION ik�� s o. A. Provide protection required to ensure that doors and framing will be without damage or deterioration on Substantial Completion. rl�t t. ii^ t 1� its rr, .•'�•t. END OF SECTION 08114 ; `` ^'r 'L i•' • •' �! Fug .�v�� i''.�. n•t t+ . ti C5-4199-00 08114 - 6 STAINLESS STEEL DOORS '• RO—3/19/01 AND FRAMES r �yZ> I"r¢<4t t{�^q tt 1,', �,t �_ t%, `,. '} •� '° gkt ''i .;kt �rea �, 1 "+� �F' '']! a;r.*y+`(r kfi, r'�i•M.f�a}�`1 'kt+��k; ,. {. �' «r�. �4�;iYt .a'i<k� '�''r�+.,.;,��..�5 q,,��ki• $��,!�X��jgrJ:;°r�.�`eft{{,.;4,F,L '� v��-ski=�{ Nf, 2�r,,-+'� � '`2's � 2 � ,(��. �'�ez. .� i F`it,4ro i �''� 'V i, ".i� r {�'J 4.�f�j�!tazl'3• F�1,�, ` . .�^� a frz'��, �' Y" � „F r�e '. � N: d ><+"�+.^ ��?1 ( �•!}f �d�`n e `''M ',a I �s�-.,+.r5„'nrr"'}:.: c..,rix �:'a� ��q4,.� �, .,r�?•r �. � �',� �", .,> t ��x;�l'' ,d ,e ``.f �, •. {,{t r, c. a'y t �'�t �V :Qr}y,�E �%✓^. '.: .is J;,r��r,�7„ +L+$q{ ,.Y'��£,},�#+"`. rx hf •♦ .,tr'aa,,.�( z,{y4`.ta,'r'itr: �V, /,�c� .k1 f`x1^iw .al�.i,��c `ll'•F,.f, .,r:.r•rt�.•s^'4 'J!'rA,1�^,•' -`,Ss�tei�r�s''l+o03'`)• Sr,a "d,,1w ',�ir P a h�! >a .�•sj�.7f,`¢�.fi.Y„i {: Yt .f,,i:? � ,. r,eC..zZ.`��l:�d � :.r j, �5:,,t„r,.�rt„h.t;4��.. ,�S.,,Lf^'�ta4 ,'7 ft^, ,k`.r!; .:z,...;.,: �;':`'y',s..<v.. }..,- ry,,r'�;,,,�,'{t +i.. p( ,'t' �.r r 1da:�;:r 7,�/�J.�t..:r,:z! }} ,5,�. -,�'4,t r. ;(ei;,n,.Yt(sfr�:Cs.�•,,1,Y :s.�.,.1'"� fir,:•^; '4. ,i. �'',, l, :�,. 4,,�^ e, fi � } ((�;"�` ,, ..+`airfi��.t,�;.e e.A,. c•n:r�';'�� M,fhl.�i{,\ ,.,�f;.;.; .s, �t,/,:E• Ya,� .}5 .tfi R :r:''{';`t.�r, .t'. ,I:.'1: S' �'��;•.�:ft,. r,� 7. ,tr�. ft �' o�4Y',f.+ x .:Ir. , f� r /r 4 .{A � ,.r r',..4 .� ti � .rti' ;S :i .r i,�Fo.rnd) •:�, n+.;' '�,,?.1' S, Jt,Y. ..,fir w.S r ::ft {' r, .{'. lt. }.+y �}�.. '7 is' 'a .. � 4t,•j,�"il1f£ t ::9fly,.;. 1 tly. LC2r 1 r�� ;,.r.�i v. e F 1 1.,..:«n,+n�RK&i>F Y1MY f�:'E�i1l=A5AiFl.w.w.ak.a✓.. ..... t ..,+. .:..,nro „try.ri '.V 1 .!:•.f rrs':�,.,lr.•y,.n w.w .. .. . �. ,.—..- .' ... .: ^.....•w v rA.A r,tM4•A>.'{CY}9 k�if 3r.YH'+vAMMa,x,w....u.aA+....»..-, ..... ..: t y�.1 MI t } WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI -, ., SECTION 08125—FLUSH ALUMINUM DOORS AND FRAMES + J PART 1 - GENERAL 1,1 RELATED DOCUMENTS a t A• Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division I Specification Sections, apply to this Section. ' ';,'? 1.2 SUMMARY ` A. This Section includes the following: 1. Flush aluminum doors and frames. t 2. Aluminum frames for wood doors. B. Related Sections include the following: 1. Division 4 Section "Unit Masonry Assemblies" for building anchors into and grouting frames in masonry construction. 2. Division 8 Section for Flush Wood Doors. 3. Division 8 Section for Door Hardware. 1.3 SUBMITTALS A. Product Data: Include construction details, material descriptions, core descriptions, label compliance, fire-resistance ratings, and finishes for each type of door and frame specified. ;;;,.,<�.. " B. Shop Drawings: Show fabrication and installation of doors and frames. Include <,:• details of each frame type, elevations of door design types, conditions at openings, details of construction, dimensions of profiles and hardware preparation, location and installation requirements of door and frame hardware and reinforcements, and details of joints and connections. Show anchorage and accessories. 4{ t a , , C. Samples for Initial Selection: Manufacturer's color charts showing the full range of Vj !` ?k finishes available for units with factory finishes. 1.4 QUALITY ASSURANCE �a. A. Manufacturer Qualifications: Firms experienced in manufacturing stainless steel 5n; doors aluminum doors and frames similar to those indicated for this Project and with a �1°„ '''. record of successful in-service performance, as well as sufficient production capacity tl to produce required units. yak s ttrI +,f!Yf C54199-00 08125- 1 FLUSH ALUMINUM DOORS RO—3/19/01 AND FRAMES ti.. t Y �„f!?.wq�... q!�st '"7.”' "'^"i 3 :s" ;r...!..a'+xfrucwecmrpw at+W!?aM!""'• , .,...wrra+n.w.r,;,.1-*Zt}:t,-i.'a zhIlk t}k) `k�(' i't Y,,..�. ri S R� t.;)Jfµ'1� ? ''.r i• `� 3 =� + t. .r. } "' .c rJ �a 3Sr 3�,' .9. ?`, a�'{�e ( h�!•�! .tel,�{l'�f"�vr i..+� {'a3 ti'��r.. !,.' Il.:.. . r �}�y , ! , :.•x. "{s':� 3 t 1 t c ,. t :.r. .. )x{. •�,�, .�Stl t�>;'^ile7?�} 3: ,r":+'. .s*r+�� '! �'f' �) 5.. t�... .r,; :a: t x � ip r+ ! t t: n'3 Y t; !i +J,•.'b).tai,�1.4a�ran, �'�'zL Jti r,� �,;wPb R;is t� t'rti ,t4?r t; ! r � .Si`.i rt. z .3 � ?' fd Z; j, 1 �l.. ,} ��i,r%^., ,"�`•xi}:'�' ..} ,y.[�,� .,A"4�?'�3.. '� ��7d�ei'S' Y�p ,Vdv� „�,,.?�. '! ,.. J „_�. . 't' j r.: ,,�iJtt ;,ria ij ..s „t,;;.;t�'t n, rt -�? .�3� ;�';{,,,^?�,��4''�' �a.hn' r;,..•.(:,: ��,., j .r �. ru�S 'V i �j. !'`' . tf• 3 !�"!,f i + ,� k�. P u Yf ,, V t, �. .•Ir 1 ... '+ I � .. ir' r.-�1} '. �''f. t 1 .t f f;7 v:�' x ttii ''f ,' t ... . .. rt. •ta t,Jr' �r ti ry{ta�i y3�'(��dfl1 X{.,. „ ;, i:�; t 1 f r i i }l� itt✓,��d�'k1�Ylt��t:'x , y,_.... ,nxMr i1.,✓_Y...t .t.tf,.r ,.n,,.t<.r ri• •1?,i:t wtr..r......... .... .. ......,..... ,. ,.. ._,a. r! tJ4�S�}t bta{tri�� " L +f�,hktznHlll•)KM1,K•�r✓ah..wt...... ...... .. *" 3t {hit 1 e 9��ld 6e-', ro WATER POLLUTION CONTROL FACILITY EXPANSION i CITY OF JEFFERSON,MISSOURI k 1,5 DELIVERY, STORAGE, AND HANDLING 4 1'N 1 A. Deliver doors and frames palleted, wrapped, or crated to provide protection during transit and Project site storage. Do not use nonvented plastic. repaired B. Inspect doors and frames, on delivery, for damage. M inor damage g may be ' '``,�r+� +��• provided refinished items match new work and are approved by Engineer; otherwise, remove and replace damaged items as directed. C. Store doors and frames under cover at building site. Place units on minimum 4-inch- y (100-nun-)high wood blocking. Avoid using nonvented plastic or canvas shelters that could create a humidity chamber. If wrappers on doors become wet, remove cartons >v. immediately. Provide minimum 1/4-inch (6-mm) spaces between stacked doors to wi permit air circulation. r ; I. PART 2 -PRODUCTS 2.1 ALUMINUM DOORS rj A. Basis of Design Product. 1. United States Metal and Manufacturing Corp D9HD Aluminum Door. tfa `'zs3 Ef; ,, 2, Cross Aluminum Flush Door. r. 1 r e r' e• k� '�c:: , I � 3. or equal B. Provide flush-design doors, 1-3/4 inches (44 mm) thick, of seamless hollow construction, unless otherwise indicated. Construct doors with smooth, flush surfaces without visible joints or seams on exposed faces or stile edges. tiH;=a;,r;;n,,,, ., ' x'Gtot`F C. Door shall be constructed of one-piece, smooth. 1 3/4 tt tubular extruded aluminum :�,i R,}, , +^,; a '� F�4X.rz t`ty tai,. 1 with minimum face of.100 reinforced for hardware. 'I D. Nonmetallic Core Construction: Provide the following core construction laminated with waterproof adhesive to both door faces: � r:..,,. S ,jy�jt'JiF 1. Honeycomb Core: Phenolic resin, 80 lbs per 3000 sq. ft. ream, 20% phenolic ;`''""'r `` ?'.,yy � �,' 'it' u resin, 7/16 inch cell size. E. Aluminum Perimeter: Full perimeter aluminum tube, .100 inch minimum wall ► A thickness. 2.2 ALUMINUM DOOR FABRICATION A. Entire perimeter of door shall be capped with channel molding incorporating an j A integral beveled edge design, aluminum extrusion 6063-T5 alloy. J101 B. All materials and bonding agents shall meet EPA requirements. ; � III 333��ttt 111 C54199-00 08125- 2 FLUSH ALUMINUM DOORS RO - 3/19/01 AND FRAMES r}tt,'+.'.*'.Y"ir *^'.*'^.±"tl .i .w`-w'^t+RMMSVW,7Mt!JdpM7DTJI.V?tF[tlw^""""•`".. t w �•,rr«+eNr:AVY7.�.K(.4NlRK 'M1�Ww`jTM`j."r k. •" a ` "�3Yi�i tiYt55Yv/C•"•nn l', a 5. ei+�7"°f .iGTliafi 3 S1. fl r%t} {�,t �t .f t �1t .l tY ii t lt �,�5i fvi}t'�rny f � �X t ¢�t !1� t t t i. ,y r FF „ : Y} ? t ti',s �, t1k�i �*�ra. 't •9 .• f ( '7t4 �• xtr i i l.: L k 7S s r .t k 7 r ' t 1 7' trt. .::t! 7�t .tF�. ', Oil !!!"'b ac!�H. ,7. 3? .,• 3 ({ } r t :l t•t j. f Ji, x n r. S 11t,t�S.r •'t v I' t (fC +.r t' r r c t F( Y r t ! t n tlr �5 r L' t •4 �, il/iWF�i� f7 t a .tti.:a..aw..,.w.r.MnnY'Mgtia b+YalrtawAw..,.... ,w.o,. .r .• ...........r.• .-r,e N.,tt,r+y.. .. r i .. , s„, ,....,...., ...,.,.. ..,:..••.....wr.rorrrrAntf.irilNYr.'U.akM:Wn-.aLs +,..W..,...a,.,,.,,,.r't t, }'.� 7�}Ir �t:f if .+ tai i •`� .� (.Jl,,\ ,.u,:,fit:' '1:,. WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI C. Hardware Reinforcements: Door shall be prepped per hardware schedule. 2.3 ALUMINUM FRAMES 1 A. Manufacturers: Subject to compliance with requirements, provide frames by one of f 'f �"€rug=•;,';�,�:,�$:,,;; the following. r 1. Cline Aluminum Doors, Inc. .';.r . , 2. Cross Aluminum Products, Inc.I •� 3. Modulux, Inc. 4. Western Integrated Materials, Inc. 5. orequal ' �� I ;z B. General: Provide aluminum frame components that comply with dimensions, profiles, and relationships to adjoining work of components indicated on Drawings. rl Door Frames: Extruded 6063-75 aluminum, not less than O.100 inch thick, reinforced for hinges and strikes. ' 2.4 ALUMINUM FRAME FABRICATION 11 Aw A. Machine jambs and prepare for hardware, with concealed reinforcement plates, drilledf" ' and tapped as required, and fastened within frame with concealed screws. B. Provide concealed corner reinforcements and alignment clips for precise butt orN#F ;.>, mitered connections. C. Fabricate all components to allow secure installation without exposed fasteners, r + {4 2.5 ALUMINUM FINISHES A. General: Comply with NAAMM's "Metal Finishes M an ual for Architectural and Metal Products for recommendations for applying and designating finishes. to B. Finish designations prefixed by AA comply with the system established by they Aluminum Association for designating aluminum finishes. ~ C. Class II Clear Anodic Finish: AA-M 12C22A31 (Mechanical Finish: nonspecular as fabricated; Chemical Finish: etched medium matte; Anodic Coating: Architectural `'; r ==j Class II clear coating 0.010 mm or thicker) complying with '`'" '7,.:,' AAMA 607.1. � ;•.k , IM C5-4199-00 08125- 3 FLUSH ALUMINUM DOORS RO—3/19/01 AND FRAMES 5. "�'!}•4�� ,4i:,.: !;�nsnfwrpfq,`d4�+tw+,1Pa1M±Atn►+tOt�4tiginwcaj�•RY!'r*!.'"r*' :s , .^�..,t—^-,..`„«' r .t 2 f, ± —•a+-rw!�rno+r°�'('^.sl. ...°', jf`ln�rn t'' 1V,•yr� :{r' 3 }tF�7iki ,F.S ',;� p":•;Y:>',� \•+41.•1. .c'.s+;: ! ,i. / r. ;)•" .:r^ .4 {�:1 !,F., ,t: t 3F 1. ?t{ t.•iiT•'T'S",6.'r.t-rztt .()'1.,�?.,'i{.y��-r A", ! �-�.: `i .6�i`.`rf; > 5•I ..° j!}• 4n 7,•+))J';iS+_�,. .1,,',', t l.+r, 1 rr r `,f .>� ! ,:v+,.' .�, .t:.fr:tp.' i 4..v\.x t ,• .5'`r t�>`'".�"� M-WAYI 1'i"• 4d'#}y, ,R.'. '„i.�,ib .$` M:r', v i' r p: r ,S,', ..c� !tt':a':'?i�r w ,C,. '.``'Z;:t.�r7;. ,�..4': •�•� 4i: F. i 'p,..•r...s r •e n u:1'a"}: _'.t: .1•.TS { (�tr �, 1" r ` f 1'r:•t> �2 � �kk f} �',v%, r.3:;C 3 t'. •:1� ,! t .{"'t.;i t f y.;• .A� t' Jl�.ir ,.,.. r�,li}::�� .',t;i.'.,�' ,5. .•'�f.0-,\ 7 .,}„v.r P :�". :5 `! !- '.0„r+ .,r.. `! .0 t„f':ei�b`,th v':F,1,*''^ziSl's, �!' �,. b•..� <�m t"rt s. ,t,. tr t"�' ,\�'r>°,. +>. , Ss,,,: � k,.r;�r,T rt-a�: ,A, 't. y-� yt ",'t,' ,;.. r!�' irw,af.a,:a.A,t•. .:,#'p,}t, .�! .f. ,'t`• .\ r,'d 1,,. :? i4s \ t.cr: 1 ,.�•�\',..'(:;Yt` .,s ., ...7. 's:;,. i1„+;,.� .,t!i •s '� .�•. •/ 4�..,,,t}j.'1;3}r?,;1;'” .,r�.(}i.;r” r� �7, '! r•.'�'• 'r�',�.:)rr V:f 7„ "fl•;tr �.. tf .t" r, j ''.rii'tl tr •.i7Stt. yr•,,t rye- 2.'Y•�.,<�rr. '�.'•� risk "s}��,Y� !�{ r�ti�rt, ':�• '.. ,• �f ♦ '' r v '�i',•�- .4..,rt F,., ..I .) ;:'s:"y. r f'' S' ':a. asj t '.4 ,?fj:•tf.j:;rF 46r. >1.,, ti ft S f.".; ;.Y'. `}U"_'i.'F:.F t \ r '� 1 ,7} 't .:2 'r." f '.4 .,� .i t , .t ..� 4T t.JS.r•drF -f.F i\.r:.1,at;ii x�' �Irr 1' w:. Ip ..r.f .:.. S f .` I• + r`It 1 jtl.; �..>tt4' ri"( 7.4f i Vrt '�"t fr /;t` y". } •,r7 < '., r .,.,,p ..,; 79 � ,". F: f!r "+ "(", .1 v ".j f}71' 'tr '�t� S r.l !. et. r .. .,. t. 1 \ -'1 d. ft.. F S! f. ,f �F s:�'• 7. t €4 yl 1• Ms A7 1 >7 t i i � ,+J ,t.J FS•.,�+i'+,`' y''l�.y•t'��:':.t'',r , v .is. cf � 4r .r } :v ;r.� Y�t�,y s'\'"•.( .,tie4.r,.�Y� ,�`+.1�,r, t,=i, t } lea > n 4.t ) .ti. ,. + <•. .. 7 i. f. V•f. r }'l,., ,� �, C,'�y ,� i -f>w,,•�Y✓'f .�{ .xt��' gyp+`{:�,�,k:. t 4 ,. � t t j�r r �'1't;�i•�g*:1 X ��'';�,<1 �� , { x, ...s-1�,�,• >t tG,.}li h��{i.tr yh,.,c .tr{1,` ,: t.. f i.., y c .1� 4t}t.4rffCF?Tt Lt•:i r 5,',�.4'r , r L:. �. tRl �1 F •f!. f rr r r r r .� ..iF.i lk rf.{'t U ,1�5•.al � �., i4 Re 6 k+.r+v«:xt„« M...... .., . ..t .._.,,,,.im..mvnt�:vrctitxr„weer,�t±aa,�.,rntttrr-4rr:^4-s:+SF'tat+sit#M... ., ,' ��'� `• .. .>?'2_..� u.:1www`:irh�d�Q�' � �;t) (,t`. f�� F 112, 1 WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI X t F4 PART 3 -EXECUTION 3.1 EXAMINATIONS ;'• r, A. Examine walls, floors, and ceilings for suitable conditions where doors and frames are to be installed. "' ' f °"pi ;: ::,' , B. Proceed with installation only after unsatisfactory conditions have been corrected. �.��-;y�: ,,i;;•. ,. I ''1 3.2 INSTALLATION A. Comply with door and door frame manufacturer's written installation instructions and 'r , approved Shop Drawings. " B. Comply with provisions of SDI 105. Install frames p lumb and square, securely an chored to substrate s with f asteners recommend ed by fr ame manufacturer. ` ✓i Installation: Comply w + kt� • C. Door Ins p y �: �rr��;{,,:�: s�:r=�;:,� � with ANSI 250 8 and SDI 122. Fit doors accurately in C��' k +:. r��;;.;;.' frames within specified clearances. Install per door and frame manufacturer's written instructions. 1 .N G 3.3 CLEANING AND ADJUSTING !•.± ��t ��qq1�y tµ4.., 1 A. Final Adjustments: ,z,,.s ;z l:• i Check read ust j hardware items just before final inspection. Leave work in complete and proper operating condition. Remove and ��' `z•'ryrdKtr3)n ! replace defective work, including doors or frames that are warped, bowed, or otherwise unacceptable. B. Clean doors and exposed frames promptly after installation using methods recommended by frame and door manufacturers. C. Remove and replace doors and frames with damaged finish. 1x`';Z'= It,, ; ,,;•;` 3.4 PROTECTION A. Provide protection required to ensure that doors and framin will be without damage g g ,,• �� 1 � r� or deterioration on Substantial Completion. ��'r�•�. t a��; END OF SECTION 08125 4•.a� y{y � !r C5-4199-00 08125-4 FLUSH ALUMINUM DOORS f ;+ RO—3/19/01 AND FRAMES z IRTr, ly {�•: Avgg a v fr'i;; f r:•{r 1�.{f.; ,( }.tJ Z..,�r s'4t. ! t. ! ,, :t y , J5} +i. rf ,y 5rJ :<e t ti.tE r,� },c•r. j oil r !t° I F a r � ',(j�kkt#••.yn tir>' �• 'l, % ✓. .✓.1.'.F;C:A{ `?'s.�.�r(,,;.��.:fy,4 r ttFt;t,r"r t.k ,•+ � i{sa '(• tl. �.�',-,,a�„.yS,7F i')4� �lt u�T�'TIt,S.. ,.,J.,./y r...p M1,rt..t �� ?... .T. � .? , tr...r 'r. r. i. r .aisyti'n ';;�� it.. r -�D Y tC� f�1i t .+n. �;{.��y:}.%'dr.�,�. 3' td.z.> ,{f ,.rf :�,li 3r.(; ..74., ..�.,,f�. }. .4. 1 tl a r r.1�'i, .'{ •�.,z, '1' F +� 1 " b ��i.,4�+ `#+'P S,x•r s �•f�r a A � t�v t r.., t '�,t.t, i f } '�' /� +rr 1r :EPr )i) R?>t. �t""f�i)�.t �2;Jls1,r?jC, tiry.r f. �"i.;`•.ti f„�S K s3a ��i'v. r:r� rt:-t ��t.f ''f i. �s:,i'"` Its{Cii ViS'!JF `",�f •fykt �?..� jr. �.,.,, rl.3�'•'�;(',ttr>�+f`"1}�j..l•�,�•�'�)�=ei tl•ar. ,,rr� �,�7!�» �.�.'Rlftttl i.nt:��iPti.`�:.;t-•{,l.,.tt?' I �'�.r,�12r�4rt f •{iru r t��i,. + s•1 :;u t; i ,� .r,f ,,ci'.:<>r"+.. t:l`,,{�'� ��f1.%Te;ttf'. ,1 t��{c',yT�{17.9d' L3 a�`',Fyti�l^•i,+yy�.)�`}i'. t .� .)It,''' s � Y t ;',. +� r y{ i. ryf"r j / !•„'v�F"� « �� ar uT,' ,� 7 i'S Ff{;�•� r .�'. t, ,£ '_; z , s ,.Y f,..} ,. is;'i �;. �� t�`(rf}.ry & `s j r t+ Al .', f, wS,.a::..ws,.,.WNal.kb'�IAAT!'M"1'ntMg4Y.+A r.'N+.+�./ tW.u.:»:.,:. .-......-..,.,+., n. .'.i h,..>.,, ,,.....•�'.._. .. .......... .. :'..,:. ....,,:,....».w+.f:,..+e. >;rf•�in••�,r'v.'d.n,w.,..uwr. e...:{.,, , ,.•. } tnr�.` �}SP�fli�t WATER POLLUTION CONTROL FACILITY EXPANSION ' CITY OF JEFFERSON,MISSOURI , t.. A SECTION 08211 - FLUSH WOOD DOORS '- '- "•� PART 1 GENERAL {- 1,1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this S R y ' Section. 1.2 SUMMARY A. This Section includes the following: 'k'}'""` 1. Solid-core doors with factory-finished, wood-veneer faces. ? M71 B. Related Sections include the following: C �1 �t t� { 4 1. Division 8 Section Steel Doors and Frames for steel frames for fire-rated wood doors. it n 2. Division 8 Section Aluminum Doors and Frames for aluminum frames for non- fire-rated wood doors. `rr 3. Division 8 Section "Glazing" for lass view panels in flush wood doors. g g P 4. Division 8 Section "Hardware". 1.3 SUBMITTALS iP�<:�}h1a1. •. ; i A. Product Data: For each type of door. Include details of core and edge construction and trim for openings. Include factory-finishing specifications. B. Shop Drawings: Indicate location size, and hand of each door; elevation of each kind of door; construction details not covered in Product Data; location and extent of hardware blocking; and other pertinent data. ;r,,� � �ciff'!,•'•j"" r ' I. Indicate dimensions and locations of mortises and holes for hardware. ' r 2. Indicate dimensions and locations of cutouts. r+ +,�`�{,';. 1t i ,a 3. Indicate requirements for veneer matching. 4, Indicate doors to be factory finished and finish requirements. '"" 5. Indicate fire ratings for fire doors. C. Samples for Initial Selection: Color charts consisting of actual materials in small sections for the following: €' .1• Faces of Factory-Finished Doors: Show the full range of colors available for 'ys stained finishes. 3]: v C5-4199-00 08211-1 FLUSH WOOD DOORSs: ...,. RO—3/19/01 ' ` IT 4t Fps ■rxae� A,rrm.u+,»;^r fr••+,•ww.wwNNtasxtava,a{r.ra��t'!!� - :e;i tt!''*".°•rR't?w'M+rca�Sw.. M� is tk b. Ir r; ,,• .e: <t,t.v ,,+;'.. .L?,f+, , Li.. ;t � • `, ,;r ,.� ,A };' 1t.,...1`•'s.yi..,,l`r�ii+r'tt P.,• Rs"1,i:A'` i,: 'i' f f •:?.•�:; 'r�M. 'At•i,"tt,' .f,S �+ r 1t ,\ ,`.ei l } a '.S f :t ( '� , •,, e .$i't.,_,,,, ,...� .ait,'!„!t r:.t;.,. rttt•, ?v.,t�'t RN`.�. ,4 �,,,�-k' ,4. r, ��.! 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'ttr' .! .};r .ydJ �-.ffl AY4� 4n 1, .Y i''1 t. :i 4 iS.. .li.?yi. t;i f`f..l`:^ts y', �.F .f t�1,A' a,t�,. /.;..}1•, .ai' .'�jti+ -tS��< , �vYf '13'..,. •tk� ••r ,n :2pi• r'i'4i�`n5 ,7,fa 'ati , t. 5': ,1'. !} A;:."�t".'� iv,<:.(,, uF>' i , � t��Ld. r�;r`.^�'�' 'fs'�<;, Nt�b a�:, ,,tt ¢.rsS ,z: ks� •Fr",ax ,. .U, ..i' ;. M''s, �m<:: IA. / tti .a,.: }?;�y 'L."n, ,� y�p M•l'+SPII ,.!.Sr 1.:. f'. t f, ..�i:,. t t.k, ,- .t. x � l -...Y,i .i S 4i r f ��. ,i•'.;`':� 4 +CS v a,',t .'iz %r. .p i,.q.? S.i ,,M' �ic�f:'.f , � ;:E ., ..t , (,. : ,a;S' ✓ +Y rl:., t r•x�.+'r'�qt -..SMSi+,+:S.r:,b�"`.t�.1 } S I h ! -, ',.,. f' �.'.i t t, W..r:' X �. t ;•t ,ra.rz+. ?t% y,t , 's IS yr iij' r�- !1 • t ti;. t E.: J,r .+,� s, �` f i' ✓ t +f :n f n 1f N z � war,ti•,i..,<,�,+.w,�:.d,.,.,,,�.fa>ti,.a�.,...a._...� .._�,...,.,.. ... . ... ,�., . . .,. ,.,,.,...,_ ..:. �'_. ,...,,,.,n...,,M. •a+sa,>y.,, .<«,•. �..,...,.....{.,,.. t...i.:_..«.,..,m'alxxfavir4tY ;t�xr',ti`�z, 4 WATER POLLUTION CONTROL FACILITY EXPANSION ' CITY OF JEFFERSON,MISSOURI D. Samples for Verification: 1. Factory finishes applied to actual door face materials, approximately 8 by 10 inches (200 by 250 mm), for each material and finish. For each wood species and transparent finish, provide set of three samples showing typical range of color E and grain to be expected in the finished work. 2. Corner sections of doors, approximately 8 by 10 inches (200 by 250 mm), with door faces and edgings representing typical range of color and grain for each spe- cies of veneer and solid lumber required. Finish sample with same materials pro• posed for factory-finished doors. w s ••� '. ;{ 'i l 47"w:.•. 1.4 QUALITY ASSURANCEL . A. Source Limitations: Obtain flush wood doors through one source from a single manufacturer. B. Quality Standard: Comply with AWI's "Architectural Woodwork Quality Standards t Illustrated." 1. Provide AWI Quality Certification Labels or an AWI letter of licensing for Proj- h^f i ect indicating that doors comply with requirements of grades specified. " C. Fire-Rated Wood Doors: Doors complying with NFPA 80 that are listed and labeled ..s by a testin g and inspecting agency acceptable to authorities havin g j urisdiction, for f re '�°+_�,{'�'s;�+ s�',•.,,.'' " ' ratings indicated based on testing according to NFPA 252. r 1.5 DELIVERY STORAGE AND HANDLING ;"WAWh t�y,'`': A. Comply with requirements of referenced standard and manufacturer's written ..; :d instructions. Ry.:;,. ° 1 B. Package doors individually in cardboard cartons and wrap bundles of doors in plastic ~' sheeting. C. Mark each door on top and bottom rail with opening number used on Shop Drawings. 1.6 PROJECT CONDITIONS A. Environmental Limitations: Do not deliver or install doors until building is enclosed 'v wet work is complete, and HVAC system is operating and will maintain temperature ?' and relative humidity at occupancy levels during the remainder of the construction A" t`"" period. � `Af;� z 1.7 WARRANTY A. Special Warranty: Manufacturer's standard form signed b manufacturer, Installerjtt �,„, ?° ” and Contractor, in which manufacturer agrees to repair or replace doors that are ;;t C5-4199-00 08211-2 FLUSH WOOD DOORS ? ' RO—3/19/01 `itt!ftt1��t'•rA,�'�1.1�..�'^+ r�r.{rt. +t.,t;,...�..,!rr±NNirh►y�tcvtuB3Ah'$*aPP,reYY�ni^o.21wn.�.. •^..++.�nawvtPt{YYC't11"�i.�'ftA{�. fi1A%#iatl��rai"n.."..., '1 1' ^7 Y :a. ., .S, {.,, .�,c��"t'ti'' r ',k 1��*�Y «y'M„pyj�,tj 's e'�� r l F i .r' 5f.r, .��r"•T'i t„4f t l�J { ,y(!� �;`y Y�`y'.�+,i``1�A !�,1 i 'rt' 1 (� { t � Yf1,'� t i.�- �'r�.+)s 'r`t: �}tttif t.if I' ' ppty. .�h t..�,ri:t'`''tiit�+?�}��5)tA 1•t � !�t 1'S :!f}J JI'' ] f7 .�' .t'�•( ; 111 1"`.Ir f .{f ( '/ {} y .:.a 5 V 1 � [ii1 }AF,.1,j+G�l')'ir, �'% t y}; ` '�ft.�t��.' y� � 'a`..•. ; rJtir, r�,f°{u. 1 1;. i z r �-JS .} } r 'v: (F2(Yr�f�}ii/�.�i' 'r�r.i,r?��h}�' c:gq A��,� �. 't. y ) t.i,� •S ; .i i' t �, •, rii,f,:t,�er F,;lf•,,"� ..ss,'Xu"�.'{'5�;4�"au eNt��', l: ,•J .1.. f 1' n:, �rf . A C.�`.� �'�c1V11',"�>'�,a t } .�� 4412 :i } SP , :�i�y SJ�{y�l"t,� ',�l^....� t .'- ' .:.,,.- �.��: s "... 5 3 ..�. lr tt � ;/ da r�J7/yi',{��qlt t+�t.f•t )t f}tt,~;•JE,7 .tt�x}, v.ti',. � t;}t 1 ;ti. .t �" t f t i .`" t<�T�:i n I:4''}u 2til+fig'"°C/" "h� "'1 sr '`:r;r•'% t tP d1i t ,f f. t}. - 3 ). .,rJ ..ri cr,.t;r'1t'� 't t t it frrE"ir�,t�x,�r:.�.,.� f i>j.lt t I t za r ,i. r , �7 i�l.`r? 2.y��,.P,, �'}14. 4^.{r'�n•, hF,;..x...:.b;r1,r�,: •Aaw}tJ,tms•*�wn.i..a+.:w.,....a..._..»....,,. ,.. .....,....e:etr.», o.+rr:�e n.+.rxra s_...w•,... ,....,....e. ....•.,. .. Sm.+n,a.,,,..nn...w.•tr,Tw.,.•ai,.«•.......,..x_....,!,> `:},1f '�,k, a i ,s 4h i�V+:ll`. WATER POLLUTION CONTROL FACILITY EXPANSION .t Ott '• CITY OF JEFFERSON,MISSOURI defective in materials or workmanship, have warped (bow, cup, or twist) more than s' f 1/4 inch (6.4 mm) in a 42-by-84-inch (1067-by-2134-mm) section, or show I 1 telegraphing of core construction in face veneers exceeding 0.01 inch in a 3-inch(0.25 mm in a 75 mm) span. 1. Warranty shall also include installation and finishing that may be required due to repair or replacement of defective doors. 2. Warranty shall be in effect during the following period of time from date of Sub- stantial Completion: �� t^ti �•�V f. a. Solid-Core Interior Doors: Life of installation. PART 2 -PRODUCTS " ` 2.1 MANUF ACTURERS 1F A. Manufacturers: Subject to compliance with requirements, provide products by one of ;,,�}!�i ! the following: 1. Flush Wood Doors: {•1,a„�,ty r;'` ka. Algoma Hardwoods Inc. kk b. Graham Manufacturing Corp. (seven ply) 1 ;'; C. VT Industries Inc. d. Weyerhaeuser Company. `"" gr' ,,..n e. Eggers Industries,Architectural Door Division. f. or equal 2.2 DOOR CONSTRUCTION, GENERAL A. Doors for Transparent Finish: 1. Grade: Custom (Grade A faces). 2. Species and Cut: White maple,plain sliced. ". 3. Match between Veneer Leaves: Book match. , z ~'.': 4. Assembly of Veneer Leaves on Door Faces: Running match, ,1 g a� 'l 5. Pair and Set Match: Provide for doors hung in same opening or separated only by ;y mullions. Ftri 7 6. Room Match: Match door faces within each separate room or area of building. r <;, f; •"k)ltf",�; +� Corridor door faces do not need to match where they are separated by 20 feet -, .. ,. fK' ,r Ali (6 m) or more. hy'}�«�jt1t•. ,.t.f{14�Cgtti i�{y'ii`17?�iM1' ,.r C5-4199-00 08211-3 FLUSH WOOD DOORS 'q. ?} {,t RO-3/19/01 sd''•k •7; }3 - ::t-. 'r.;! _ "',',•^!.p^rr,r► 71sf r�kiVNYJ A4W'44r.MP?'uo�..'� ....va.r ,;n;^ l'}'d,}:. iit: 717. 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Y,f' ,,74 tf '3t.: .,t.il. f �',. t {., �S, i`',tYr^, .it: {:a!';.''S.1, 1,7 t, tby.,.4 E4, Z .,k �. ,.f, ..} �t.}.�,` nG4t{':' {'o-,• t. t (. r l•. {»�, , +yx. y ?�t�l'�.r4•.:t. '.7fz} '{n,,:l+�{,a( cl.fl•' t..i(,a:,.:t.. '+. '.i •ci1,a ,r` t,. ..S. tf }. .:; .; i t r! f' .7 •li'..tfn'i `�r'f:•,,.,��.j;.Y4>ry,4.. tj,4}f 4, k� t t j�•:; .f .5',:t tt St:rw. ,r. ;,tr. y�«ti a,,;� ,v, :,+��t ^l,.i }' � ,4 .rfCi;.rtt .i�:b•:'t� ✓,�':{'. V .:1` t .d4 ,'J{' 'r;'F. ,t,' .5� .k nt. ,.7..;,'} r <.. 1✓. .,{,.r.`•. s(.. .S.S ,M �,l,�• .4t 1•Y5`i ..}iS'L(. r` Y t Y '.;j i c`iv ,.4�. .h.. 1.j.. }�Y. :.1. I. t! ,/i!t "i'C•l ..Y+ rra, ':sG'•:i°L t;,Yr n'^V/t'r,5,".f y 4. JL ,t. �at, „ tf t .. l.,�t'• a .,',� .}y f�, Yl it<'r ,<rt =ri:� j'k s 'S •'1 j�1 ..��y l;, �. s l c �. L i � , t � 'r srry ;+tn t • , {t [ Vi. t. WATER POLLUTION CONTROL FACILITY EXPANSION G i CITX'OF JEFFERSON,MISSOURI 2.3 SOLID-CORE DOORS . :,{ A. Particleboard Cores: Comply with the following requirements: 1. Particleboard: ANSI A208.1,Grade LD-lor LD-2. 2. Blocking: Provide wood blocking in LD-1 particleboard-core doors and fire-rated rir; A mineral-core doors as follows: ;' j a� •; �� r• rf a. 5-inch(125-mm)top-rail blocking, in doors indicated to have closers. ; ; b. 5-inch(125-mm)bottom-rail blocking, in exterior doors and doors indicated to have kick, or mop, armor lates. �w' P P C. 5-inch(125-mm) midrail blocking, in doors indicated to have exit devices. B. Interior Veneer-Faced Doors: '°.�L" 1. Core: Particleboard. ,.� 2. Construction: Five plies or 7 plies, with stiles and rails bonded to core, then en- r, tire unit abrasive planed before veneering. 1 l; ' ' ; ;;' ; C. Fire-Rated Doors: t3 A knNfft 1. Construction: Construction and core specified above for type of face indicated or manufacturer's standard mineral-core construction as needed to provide fire rating indicated. tLtu; �,:.t��.fr•,�._,,..:;,;, . 2.4 FABRICATION ^:.r `:`"? `; y', ' fx,f A. Factory fit doors to suit frame-opening sizes indicated, with the following uniform clearances and bevels, unless otherwise indicated: �' "fit 'f 'u` ; ' 1. Comply with clearance requirements of referenced quality standard for fitting. ;,`,,txct+ <: Comply with requirements in NFPA 80 for fire-rated doors. B. Factory machine doors for hardware that is not surface applied. Locate hardware tot ;` '' 'y - comply with DHI-WDHS-3. Com 1 with final hardware schedules, door frame Shop ,', ',,1?4° P Yi;a �. Drawings, DHI Al 15-W series standards, and hardware templates. IV 1. Coordinate measurements of hardware mortises in metal frames to verify dimen ; % sions and alignment before factory machining. �V ,Vk 2. Metal Astragals: Premachine astragals and formed-steel edges for hardware for "' pairs of fire-rated doors. � C. Transom and Side Panels: Fabricate matching panels with same construction, exposed '.,tAi:, YY : tp tq surfaces, and finish as specified for associated doors. Finish bottom edges of transoms y+;; edges dJts•.,�j'7i. and to of rabbeted doors same as door stiles. . �.>:• P '`'1=:�.,,�'•' ip,��[r } [: ,+,rid: 08211-4 FLUSH WOOD DOORS A C5-4199-00 RO —3/19/01 p F�; �'.'�;'r3,"G"T' cf`*^^r:'t^,�.1 ,. ..."i.�: Cbc,[1a�,`AIkiD+,1ig55iavefsM�?a .+....-r._.,... +.+:.t'r.p+v?N.vav3 ,6ttsatrw.�...'^. .:�.1�:.i.r rS� r 1 3 '✓!i" u: (' lt��.�t,`, I� sa' rgt c t .,t .. .t t�e .s� li 1!r,� Eil ()'{ r�k•,•r.5"(r•3'�:(^��¢. 'E+ ,!". �C`� .e/': .f4":�_ +.it.-; F:7 .'4 zti.,,i� .r Y.��.� ..} „• 1„,,i�C.� 1 't4:'k at'�. 55+• �`.�;.. �i y,�rS:+Y..;...t. 'E 1< ( g. c :t� t f r±:�.It,. '�,�;r. � t �'r:'1+ .1v.,"�`.,1P��tt�iti�pr.,'�w,,tJ,9�9,.`ar,i�. �„': .�� w�ri t,. (,.n �' �i .1. ;y`'i;f��ri'[ 'f f"1. t r( r ' t tk„t�.. �j.t. tlt .:},•a�1�'+"[ :?�Ir„�.. � �� Y 1d,r,^ i /„y.�r. L,.J.�.: r `�.a[ );1,:. t:+1 .o,•• ;K. ,: •,.z'! +,N!-, 7.,t �1 +t .t + [+4,1; t, 1 F`!.{, •,SSS.F}�: it',ii.` `1 rl r{,t Sri ( ' l r a%. ,� ;' .-c tl.' ••.,[ i ",.t}.�. its ,..[.rla( ` i i f” .{k t r'?i,y ii �:�' 1 �'y r .is y. L .J,,. t: S l.: .1�,n c-::, f 1 :.(.$, it; f [S�(,• 2,•t'.' .:Si,r .i y.. '� r.., .'"s'', ' � ,?n:' t' ,k, 7��it{.:s�fi�,f. r'r�G}:, .5:�a3r..`a:;4+ra., �k �`..tt:.r`s��.�:. j 4 t >{ Ivd""+^wNrs+.r }•1> f�� 9iia�a } t •}rt}}r't ',cS i �4 ti rwrt) } r�} ,I 9t°�3�1 �f ta.l � 1t�3,r { i .. ., .' +Yt', .. ;,. ..• i; i J'� t�.d t, 4ii5 t'VY .}Y� ��IA'•tti S"R 4 fit >vws....+.,itX lwe.w4M:HsMtiv�i«MM.w.a<I.nuz«,n«v..:.r 5 } t 11 .Y r ht.f`41}3101 jt�lti'b "'(, WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI ii x a 5. ',.1•'.PLi.:S'( lit' 1 1. Fabricate door and transom panels with full-width, solid-lumber, rabbeted, meet- ing rails. Provide factory-installed spring bolts for concealed attachment into jambs of metal door frames. j D. Openings: Cut and trim openings through doors to comply with applicable 6407 'requirements of referenced standards for kind(s) of door(s)required. ,4 Jy t . ..'� ... Yj'Ar!iNt P•Fy�' '. 1. Light Openings: Trim openings with moldings of material and profile indicated. 2.5 FACTORY FINISHING '' W1 ' r: A. General: Comply with AWI's "Architectural Woodwork Quality Standards Illustrated" , for factory finishing. mtt i B. Finish doors at factory. I t C. Transparent Finish: 1. Grade: AAA W1 Premium. 2. Finish: AWI System TR-4 conversion varnish. 'ti`T !"s,, 3. Staining: As selected by Engineer from manufacturer's full range. ; 4. Gloss: Satin. S. Color: Clear. PART 3 EXECUTION T a r 3.1 EXAMINATION A. Examine doors and installed door frames before hanging doors. (,<•,t$1 I' 1. Verify that frames comply with indicated requirements for type, size, location, „ and swing haracteristics and have been installed with level heads and plumb g ti F r' jambs. 2. Reject doors with defects. g B. Proceed with installation only after unsatisfactory conditions have been corrected. (( y t• 3.2 INSTALLATION {rlpf ,.t.,, ":.Sri nitli,'4„ ,4ry Cy •.5 A. Hardware: For installation,see Division 8 Section"Door Hardware." B. Manufacturer's Written Instructions: Install doors to comply with manufacturer'sx has` T75 written instructions, referenced quality standard, and as indicated. Ji t� 1. Install fire-rated doors in corresponding fire-rated frames according to NFPA 80. '' <'.a C5-4199-00 08211-5 FLUSH WOOD DOORS :. RO—3/19/01 ,7``,(;/ry;,r M.r-vaw KK'f4 trX++erw .-t:,': I�,y. a.'w+Wfil:S7tf.5kNfCip�l7mrM.>.�t�-' '.}? is t is. '^t� ;i• t f`4Y�G# .' "p""!!^,"•°4,w'ryw"'CfM^.ee'x""i�.`": .ry'u1!�. TMt,!"!{'A'! :.i,c,t�, r+' S.. ,r.: ', :'.{".�(;YS:^" ?.+i'i:F("",',�')s yr.• �` I 4,t.: �� ctt}t i�,""�.. :r'f ' $M1� Y. ,{.sr., i.�'7. r' „ri •.r'.' to ::rr .t �� '� J.f r :s.f'' t ::+tili i/: .� '�3' i. .t ,?;� � < 4 r.. 2'. t ,., 'i'�. 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Factory-Finished Doors: Restore finish before installation if fitting or machining is :; required at Project site. `H$ �`` 3.3 ADJUSTING �� ;• f•" A. Operation: Rehang or replace doors that do not swing or operate freely. '! B. Finished Doors: Remove doors that are damaged or do not comply with requirements. t Doors may be repaired or refinished if work complies with requirements and shows no evidence of repair or refinishing, otherwise provide new door. C. Protect doors as recommended by door manufacturer to ensure that wood doors will be F 'r. without damage or deterioration at the time of substantial completion. END OF SECTION 08211 ;��. �;,� ..fair{#°��.;'•�; �';� rye � �� '`•� n• T 1A� ND Ykkl'h��a' C54199-00 08211-6 FLUSH WOOD DOORS K. ` RO—3/19/01 1 } {* w.. KPfa:l''""a""^ l„�'{"'� i�','.y i'�:'�r"'i.",,#.'! yip ua,• ro Fr M ,a•.0 ,��'� jv'>S b;. Y r:;•�4• 1'F,, t:t M �+i , t y t ,p.... > � r' X ��. 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Drawings and general provisions of the Contract, including General, Supplementary ' t � on 1 Specification Sections, apply to this Section. and Special Conditions, and Divisi ;. y 1.2 SUMMARY A. Ibis Section includes the following: li , i 1. Access doors. B. Related Sections: ' 1. Division 6 Section "Miscellaneous Carpentry for blocking requirements. 2. Division 9 Section"Painting" for paint applied to Access Doors. 1.3 SUBMITTALS � r �,r'.,r,,:C;�. 4'?i1��1�N`h•',.'::`lei A. General: Submit in accordance with Contract Documents and Division 1. 1y,e.ii s`dJ, -•.`1 1. Product data in form of manufacturer's technical data and installation instructions 1� for each type of access door assembly, including setting drawings, templates, in structions, and directions for installation of anchorage, devices. a. Include complete schedule, including types, general locations, sizes, wall ',::,rr,,,< and ceiling construction details, finishes, latching or locking provisions, and 'r other data pertinent to installation. 2. Shop drawings showing fabrication and installation of customized access doors and frames, including details of each frame a elevations of door design es t type, � � � anchorage and accessory items. ' 1.4 QUALITY ASSURANCE A. Single-Source Responsibility: Obtain access doors for entire project from one source from a single manufacturer. ar i' � B. Verification: Obtain specific locations and sizes for required access doors from trades fK1. 7}xti� requiring access to concealed equipment, and indicate on submittal schedule, Locations to be approved by Engineer. M1 C54199-00 08311 - 1 ACCESS DOORS RO—3/19/01 1;{t '�!'�`� t,t,,,,,,,,,,�,,., .r,: t 1 m-'+r wnrAy{�,mu}�w++(•+r r �, •/T�L;„�„'WS 2V:4 t i � ..'r .r —i.—^.-r^,. a.�iv.s r pwixrwNtir+#M �y"` . n .,t,:;.r4,:`.r5,l,;'�z:,,.•,1 ,,.Q,y.r}l':s�.}t I:t',..i� + k4 s r-,t- ry� 1rAr'i.r r. ..•`?!t:, {Y,S,i.,�#1 t t� s f ( `.t :C,. ,�: 'i�' t 4 ,tt v a , ..t... ; sct'....'t..�i�til,t);d�:7•y�R..Y(,Jrr�f.'�:',Y�4t s5�. ,13!' c�,fr,5r=.r.+:.�< }j y t• r, 'r!. 1, .) :3' + 4 'S. . ' J`4 w r„�. ,ui. A)'.ri �z',.. •;t+. rlf.ifr +v �r .•1.11,,,3•':.il �. iii Y 1(• 1 .-J�YL it i 7... 2 ,S{, :'rn,L �t'' Y. 1 ..J ttti, :,YA.t,'r. ..�:-.Z19. n,'d'... „;frr yl,"y,..: '<. t'��h.t. +>..5...�t. :.s. ,. ,f, 1 r,: .,t.�t- i 1' Y r ,,z '.,j�ri,,. ,•,� .1'.'r ,,.t`'2t.. �E � �' .,},' r /��,+., ,? b:St,rt'r. ';r; .,� r. 1 ;s. :o r 'ir ..v. .tFq:fr�{,,';�'':;'.^,e t.a.v; ,,vt.• f.�t !}� }i��,..,Nst., g�•l��/�r"', 'iL,t$,t ,r }u .fi•,.,.� ,j( }/ 1 :'1! i :S f ,( ,kiti .'�a, 1. I ,.(r, •4a, 7 r I, ' ,{ 5'y� t',t 4� l•-'i�,?ifs x:.,, .rrCY: iTi Po '!. lid , ,! '!: :r ! E_i: .t i ,� I �• ;:f` ! t{�,r,',.y,.,,t.,r $ru,y 'pi { .t�t�H.,,, }r3•} '!# q:•�ppt, a,ll 1 .' .LA }, 1a r.` fr �'.,/. f '.{. .M, eS'•' r'() ;'t.r ,�)t F f' 4)� �' .X'. ..i nvl},j1 •f. `t ix, .:t'4r' L. t•t• .;t.. yi! ,+i �C'�'i �,L f.. �S�;y; t�v}, y„a...� ,:r :,t', ',�t. � r .t .y'. tS. r :n ;,\ , , .r;.,�t,..S•('.:ista'.;�",i�- gY�'` i,�y;.��'1' .7 .�yy ;,••' i< ,YI fl.v I r r .t, ) .,111,r,. %rif �'Ei��`',.tit.,r :!` .j tY'r,}5`,f,{'i7;'',":t�+ f !' x, 't•t...?e. .L r ,i- A t 1'+ ,'', .} 1rLL,i. ,..j -'� _s.'s.. . •. ,i;r.`�aP}w` t•..y,'� ij' ,r .� i,'i} `��'�`s,rk,, '�� .•'1{�``.riC� :'.'� !}.C17M'i.l, { ! it ij� itj�i, t , tK.'f 1 {• � 4. � t ! 1 �. J.� .>i�Y ( .t{�"I } 1.r,tll..i,N C"',r Y. ' "!'r'.'; a'syr' r{� .§.'� s '' rl r t .t�! t ?� t: 0.t� r pl.•, t ,t>..r, x•f:t.r� t r!SY.'t r� Li�i]};fC`'r ^�.�ti!it�.t;' '(4}}' 4 t jt.�fjs^ .t'. ;It r, a:.�t rj v 3 r + r.... t $'' .t`,? :x? f �r 3J tt.�j 5+•�v p) Aj't t :i,r' r. .i' (. V, '.t 5 Y. lfi t 3.�'ti"rs5r,i•`I�t;:�c 1't"'�j,ofr`'far FJ 01, 1, Pa $+ 7:' x +, t r'. tz t .,4y; .S, SJr +r i xt f�l 4�;Jf•?jv..:r` 1 f 5• .,.,,t.,� F' Z t :h1 jX.i;l � 1 JY rU 1 .•r ,'� �.', t +Yi? .� �t>:f f� �,'.-�5`C''?'��, t�ii�7�l i<4iJ`*�,n:T ( r,t .,`:�.S,q7 i 1+.:... � .+;} . ' � � � ,...� ....._,u...+ v.•..rrMn.><-14),Y,k=tx'tpn It r+>awF,.+,w.e.hy...�.._u.+...v.. ...,..,.w•z. M.�.�.7tAlY5rl TFW�fl M7r.VGv6tPilee+ti�.}b.,w`4:»t:.:,,.,r,. .: •.....-... ...i«d+«,..rt.nwsrrrt•r+•,r.w.l s.a.,+,...r,..."�,r..�v.v,•,.ar„ v.-:_..... � :'rt i b ir7 J� r'I WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI PART 2 - PRODUCTS f 2.1 MANUFAC'T'URERS A. Manufacturers: Subject to compliance with requirements,provide access doors by one i. of the following: f'•,(E fir, �:>nt��: 1. J.L. Industries 3��•�5r:6� 2. Milcor,Inc. ' "l 3. Nystrom, Inc. v€;; 4. or equal i 2.2 MATERIALS AND FABRICATIONtt��'Yx?�a� ,:' A. General: Furnish each access door assembly manufactured as an integral unit, complete with all parts,and ready for installation. ,,.) .ti•-rr r , ,Kip B. Steel Access Doors and Frames: Fabricate units of continuous welded steel i construction unless otherwise indicated. Grind welds smooth and flush with adjacent surfaces. Furnish attachment devices and fasteners of type required to secure access ' � panels to types of support shown. " `} C. Frames: Fabricate from 18-gage steel. Qjlil.t, [r{�f�r�ti�i~`,jt� ✓�r�.4 N:z54*',..r,, l. Fabricate frame with concealed flange around perimeter of frame for units in- stalled in the following construction: rt`1YY ", a. Drywall finish. .t . 2. For gypsum drywall, furnish perforated frames with drywall bead. D. Flush Panel Doors: Fabricate from not less than 16-gage steel sheet, with concealed spring hinges or concealed piano hinge set to open 175 degrees. Finish with manufacturer's factory-applied prime paint. `''4'i ';'i ' E. Locking Devices: Furnish flush, screwdriver-operated cam locks of number required 't to hold door in flush, smooth plane when closed F. Finish: Prime painted; Color: White PART 3 - EXECUTION > 3.1 INSTALLATION A. Comply with manufacturers instructions for installation of access doors. t,,+� •'t v C54199-00 08311 -2 ACCESS DOORS t ' .1 RO-3/19/01 •t.•.srw rX mna,::Yt;s^T.". •rt.^^�c �i�t' „`,S�t,'ap^E+r`�...F^';,'...!.d�,•"''`�;:�"`:'e''?�+ � fl�}-.�"� �„° y�gt?4111XXM',^;Fce+r-+1. 1' r. nM"NKYCFM#'Wy+..11�F71 !'�'.�{x; l'e.f 1 ••1�::•:tt..7 r;.,��.<�t'�,.r�"J�q�`.. ..r •irE i:�_ tlt i 3(p,ry a 1 "�NVfy'S{'! 5. .�+1Ltt�,f r't': r. .�`:/F;,1:•.y3 '(1.ti�l��-. .t'f. .�t.ln .,{:S'.t tr. ti r ,r• r .tt �}. t.r. P,t- .:a. fii Y .i' +"•�7'1�ii',��,v dt.i'r4i 1�.� ?� '^� �r 0_ °.FY.�?, KI�q}�..I•,f4'ri t t t y s r"!J,.f(.I rT,S'1h 1,t:;�`"[+;�KI b f l,'t't:L f(gg q Y{�'?�t.i.�iyw.}}Yhy1.:4'x4i.i'.x t�+br t s�'(,+.(�X.l 7)7 r 1��1..r�d7' ✓;\`� t,,1.1,tr j',•t r t. SZ 3b..+`v.1 y r+ +�tjlxt a f r `"�11 s f ,, xttt r..'f t tt o +.-.lf t t.})�3�tr:.[.x.'1+t r1•r�!`,�f r�f.f.s t H t`{'v 7x t�+F�Y..-i�l Sr°.,dt t!�ti1 J�•'tir'`",y{S};.Y t:{ArI/yi s-F tt1 i1�s."�,fry,,p1 7,h� � ,r �,t�,1( ki.I,t:,1 1,f3�: rer�> t vet i.��,, i .'�t i+•,1. t�•��. t 't .E Y ,,. .i lr .'.f �r i � �1 S� } f l ..'l.. y.:�„I xS� q�tr�ylr:v'+:}1 , Y .e,: F-t' _n"} ,l.,+f� '.1u��'+.4i4�"") ,f. rrAt'ri �st tl, .�� +' 11 ,,( '3 .r�.. .'s .�tr '.,:s, 1 }'��1 a � '.i,' :tl,A.tt.A tx'"t d.�.d sr.' 1x.�v�c�•,S•.�(f7',�gr7�.�,f�ry4y.r`r nt� . �:F et,,��pp j�•�'t'dr{ii,ttTYd`�a rt 7 ,..i t it,Y i. r t r iA �. ,t,�,t}" r .t t ++ F ,Ff.fF�.f ;tlr .V" ri.y4r 1'.'')7,f;{:•�'J' �a lr pl Yli�' k.0 E.P,�, �•;:;:�hutC:iril•{j,f.•f� r 'f 1 , j1 �, f' t v.:L '7 I"`.;'N itY-�•',t jz-r+, /yi'�1p�+�, �'� :, „Y. ?ryat 'i §i•1 4 r ! i:,1� f ti �.it r!t, r .i ...)'�4 i 7 '.. . 't• x / ' ;'. r .i r5 r+ t ,.#�ti'?" �� tL `A•_•f1.4 °�' �� z:. • , t � ,1 t ,, it 4.sr.. ; ' .r_° k..r�.+tl Y lti' .'•�'� � ��1 ��e fsi � t ./ L-` t t't� .ftf,al �tyy� G ., + 5�^I �{r 1r r�,y�y;' 'Jx+�,htv✓it/R`[Y ,. � - 11• fJv {1T rt :11J r j�Yu�� '}��+ ��. gaeg 'ifr+ '.vt)y ':)A TAO"', RP M r 2 110 I.R r. W--.- 'i U.,,h-.kl WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI B. Coordinate installation with work of other trades. 3.2 ADJUST AND CLEAN A. Adjust hardware and panels after installation for proper operation B. Remove and replace panels and frames that are warped, bowed, and otherwise %g damaged. END OF SECTION 08311 44A, r 4J �74 A T I C5-4199-00 08311 - 3 ACCESS DOORS RO—3/19/01 M 4 7r +} f ' 'J J r: ' yl• j 5�`'rf9f�t{ S.'.+s . ` vn.GSa,.»...«..iruarrMffMlYrlYY}.'•Fkf FvnHws n .. ... +.., rte.h .. ........ .. , ... -.,..n .:..✓ � ) P t t t L�}i tY7V,� z. , w«n,• w•H.;r. ..'.. .......e. u:+v ,.•.r.N � .. .,:. ....." .-•h .n C"rinety�9 W1MrN+.re ......' .,...,,t.iv.` l:t 4 1' i WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI SECTION 08331 - OVERHEAD COILING DOORS PART 1 - GENERAL ': 1.1 RELATED DOCUMENTS i '} A. Drawings and general provisions of the Contract, including General and F Supplementary Conditions and Division I Specification Sections, apply to this Section. 1.2 SUMMARY j A. This Section includes the following types of overhead coiling doors: ; li;1 t 1. Service doors (ALL components shall be stainless steel). ;, `, .•,_;: "' { B. Related Sections include the following: 1`�''',;�r;:,.;.�:-:"; + i 1. Division 8 Section"Door Hardware" for lock cylinders and keying. E`f`^;{t;?:;; t 1.3 DEFINITIONS ; A. Operation Cycle: One complete cycle of a door begins with the door in the closed position. The door is then moved to the open position and back to the closed position. 1.4 PERFORMANCE REQUIREMENTS A. Structural Performance: Provide overhead coiling doors capable of withstanding the effects of gravity loads and the following loads and stresses without evidencing permanent deformation of door components: ? i /�l 1•i r•, � 1. Wind Load: Uniform pressure (velocity pressure) of 20 lbf/sq. ft. acting inward and outward. 3 B. Operation-Cycle Requirements: Design overhead coiling door components and ;'L'r5 '•<,y operator to operate for not less than 20,000 cycles, r't;;;' rr 7 t0.,`�rY�3slf 4� 'i t;iXS(t 1.5 SUBMITTALS A. Product Data: For each type and size of overhead coiling door and accessory. Include 'r, ;;�`?`°''ti.. details of construction relative to materials, dimensions of individual components, profiles, and finishes. Provide roughing-in diagrams, operating instructions, and "at.:•'' ) o P g t f maintenance information. Include the following: 1. Setting drawings, templates, and installation instructions for built-in or s`~ embedded anchor devices, p�;•;�A yt ; 2. Summary of forces and loads on was and jambs. ;f 054199-00 08331 - 1 OVERHEAD COILING DOORS RO—3/19/01 C•f, �t' "r+fit,..',� is,";..YWr4'�f'SV�'!'•.,..C+MttI,,/G>Fwnnta+nawsxNC.kT3iMci�u4�asaer'^'"'"'i^'. w s+ ., ._».`"""''"."`'s'°ri�G1�AaJ�•#p:+r7a+w'.x.+rr...r �.t,. •;-^�.,..�:.nn,a'+dwat7h�arows4?c�'^�w�..,«:,?'*t... {iCrf�','tb:" t,,Jn..t �^j •�.:5;�.:Lj l+ �4 �rkk :f t t .'�. < t' t :4 1` , _ t f/ i .y�•�'.S C'1i,�;.! 3�. �.Y.. rri,t..` t, ,s.,,ytr? }'� e .l r _ 't; t tl}'.' ! •�t .l t 1 , r t]i� !.':+ t +:�i, +"t �: "r ., i. .I,'r '��;•�}.; ,{.: ;� 'jj �fis i y' + f. i. } +. •�A';. z .t: .h,. 9 ;,�-ty.,,xr iyt 1�i.,,h,^j,,�t.r,_t`ti.t„r,.,�� i,G�Y ��r}i,.i{. .C( .'C, , ¢ } t h".' 7. + tP. f' ,il.,,)"t'•',;:, ':+„Yx`,,r•;�>l,4-.,, .4 !.t 1.3rr.1 rfJ l'k 4' .l. .c'R' ..4t,tt,L,a,., w�X�..•..+,Y�<";., 'Sl.L t.'i i ),u,r 'ji t ,: � .,,;; i' .:A.r ,:d,.n.�.,� ni{..t r�is,., �it, it lr. ��/t!-!1 L3R. +,r t�l,.fl, •.iF f'1 Y.'7.: t t, ) !'. 1't �i� ao. . .:1.. F' ... > .1• : .. +•'1 1 .. i!t � e t+�J..�"':tit., `9•A 1. .. +l,, "� ;(F'+.,... �t'f;�rR.r'r1,:' G p'1rr.',4:. ?f,:'. + nt' "t ,:'.r:.' J, •+ t : ,�{ +�4 a ! ,>tf. ,af, 1?.wty,•`y,f"`5�'x �,c a. ,+ ,z } ,.,. V6 ! a�'t`�r".es";..C, 5 ,.� r " t .J 1 ''r + u .:r ..tq t .1 r!E •Ji:,�.� h,>f'9� Cf.Y) •�• �� KC '.t! ( r� .{ .� , � "3, z d r rri,Cf 1;>,f a.1�:�i"n, r 4 r.r i' �.•.+y+<;C ti(b x' {• r t•t rti ,' r .}iS '+t t' ,; tir Lr "+t �.is ) 1' �f�?}t'kr�i �!i�1 1 ar. r,r� :z:i 1;'k� r }, t � t +y ..f4.. '. t , t r�.. r ! ., .i:.•' \( .,aJ$ ` �,.T t 1J , p�:Iy.{ J1. �)'�+A.tj$t{ rit,<'ttP+ � % f1 j t . i, ' t . i y..� .,y �l ,}:fs,t .t,�.�.y r,, a}r;a� .�•+ t n t a 5r f p I �, ;, , • � .i. t� r i t f t:;{''" ( R'r 1 ��• 1 F f :+w+a7WiiuY�.4a�i•i+waM,son.�.•«wA-G 4+,+...,..._:. '... :.......,........ , ;.v.o.,irst'<..r..�1 +x:.fv�,ri<•�..r .,.,,.,n.Kn.r>,..•...•................... .. .. ....✓......w«:W,..r::.•.+..n•-�i..a ,..,.......»........L,,.: .. . .,..,.i,..:...a.wtia.M+�sMA4+'Wn :�!+�h�`i�1 j"ft�' �i•, •j�-f'' WATER POLLUTION CONTROL FACILI'T'Y EXPANSION CITY OF JEFFERSON, MISSOURI B. Shop Drawings: For special components and installations not dimensioned or detailed �. in manufacturer's data sheets. C. Samples for Verification: Of each type of exposed finish required, prepared on Samples of size indicated below and of same thickness and material indicated fox �j Work. Where finishes involve normal color and texture variations, include Sample }� sets showing the full range of variations expected. �r 1. Curtain Slat: 12 inch length. 2. Hood 6 inches square. ti ;;?:' D. Installer Certificates: Signed by manufacturer certifying that installers comply with : specified requirements. r ` 1.6 QUALITY ASSURANCE A. Installer Qualifications: Engage an experienced installer who is an authorized representative of the overhead coiling door manufacturer for both installation and maintenance of units required for this Project. tJ B. Source Limitations: Obtain overhead coiling doors through one source from a single manufacturer. C. Listing and Labeling: Provide electrically operated fixtures specified in this Section that are listed and labeled. t.J f1 i jttttfp�f 1. The Terms "Listed" "Labeled":Labeled II,. As defined in NFPA 70, Article 100. •:; PART 2 -PRODUCTS 2.1 MANUFACTURERS ' A. Basis of Design Manufacturer: 1. Wayne-Dalton Corp. Fla a. Product-800 Series No. 14 .•�Y±' t Faced c d Slat =,`I`+ ;'.,t'�.�?�;;,'..1• B. Manufacturer: Subject to compliance with requirements, the following manufacturers + r. .• . . ,,,: will be accepted provided their product meets or exceeds quality performance of Basis 'ri;>,; a of Design product. 1. Atlas Door Corp.; Div. of Clopay Building Products Co. ;a 2. The Cookson Company. ' 3. Cornell Iron Works Inc. 4. Overhead Door �.:; t.7 �t;r:;t;.�+,'';� h Corporation. 5. Raynor Garage Doors. ?; 6. Windsor Door; A United Dominion Company. " g .,, ;J `rw 7. or equal '°`1'f;a1.� � j� ,;;.� C5-4199-00 08331 -2 OVERHEAD COILING DOORS RO—3/19/01 A :��''!}, t,;t'L.�'c}�1,';••'^t�,•r ..t. """!T^°C�p4w!!iA%Mtfiij�d}pYl4V(r'� +1`.`.",'. rS'r ••.1:...%aMl wu., ft.^'S �" (1nS'e"��:I .i.. t.. 'K n 1 .�r't.;r t tasY,F✓♦V,,>� ""Y' +Vaalhl'L�F.KWI{WAfotWV".(Y�11/KNti"" "'2'.^i' T "37;+'^� ,wa:'Y�1Siryyrj_r''��'+"!?rry f Y Id 11 .1''�.� ,.. s. i ..��5. .7,^ ,. 1 .1 � i.rS, ..;+: q. t: it # r.�'..r s'ta'�.S;f}t 4�1'i'"'. .,?t•'7r r'SJ,.,;4�• tt. p .fr.R.�. ;I('i' il$r?,'.7"'+s;t•,,,;�;t:t.,,rt �� .{S; ':` r� r ��,, e , S <•Yis.}t;,;;rd.: ;v+. "a';Ar,�r. ,k��'•.�1�'�.�p �ryg¢,,��rr'��,,t6f r 5�,4,;,�ii . s4,�`��` 'r�,;ff:.i(lst;'i.�:.(r,q '.r. !','f tS '.;�. t 1{. i;}1 +f: '.';'atF.;;:1•: '`,r r+'}c jt,.•��.�Yt�rtr,},� � ��"�,)a.:''rk¢•. :y a,:.s .7�Ir r•r+'G.,t,�y;,�`.1 ri {c;' !`� t V. { t t tf , '' f'' nr�t r�..,,;, !. ; b r, rr. ,.k '{ ,,�..�r.r.l,'`}(r;ryr.•.�.,.. 1 �r''C('n;,„,hi+�.y'r l'}! i ' r ', r , 1 �..^.,tr t � ��'tw t• �' t}r't ..tt4'r'��s':1••, _f��i �7'.fi ��'�j' 1 W v'n, jar'��.•4kR+[� y''•�L,}V 14„S vac.+.,.i.n, J:.rp. r.4. .l 't '.. , .j. !. ,i..r. k,.•y Y. lei l;S� } ,�,. }��„- �. {t.i. :,•.jrFi f��,�r�.�4,.A„r'r;•.i }h,;.� ttll .:5.!Lj, .J r.rl 't'i� c r,� , r; .;� If .l�” .t I. .rkk„1�,tis }t4,��,tt..//a �,�f {rte" �ft t l {i� v}.•.I t $ r° .V.ti ,•F ` 'f. C, ./x- ';i I t. ;u ;�yrii'....,.5 l:{YiT; �•`«15 .t'q'�t n�ttt. �( .Y�'t i' .kt•;iP-,',r'j. 1 ti ��S.;�r`)>L 4 tr a ) ., ,,,.�, ,�. 71.1 ;'t' 'f+' tt•y,t.r.�.; t..t b,�� l;,f"t,`.f�,,'Cy h�.,tir#. {��())q� ;p' S' , j. zJ �'rs1T��fyr.�,,.A.,,�`, •,i, � ,�...5. i ii} ''S I 'I' t. ,, '' 1',;, (��,. (` t Er it A3r1•y }. •,�# ,'}�fy4"'�ri! NSh"° �. 32 r..,�� .S r A� .c:'S .r fl '.S .rj t y 1 .� } ;�', � r j i' ' ' r'� .,'i .. �i,, r S t }l F4t4`x.!�„�'il'�{j ir{*��ity�Elyr�,5'yr y rlr•�;t��j' ..a^" I ,�I'�� r.,t �°11 � !f r:r'Y,5 ' z:t r� .:i.i 1 1t'�f rah". I$t ✓; ai r��(i !:.i.S�t�§ ��,`Y. >' � ,iYpp �. 3.:?�N.�jv.'. 33q JE. t�,�.r } , 'hbry r 1 1 }? 1 .,? iyr'. �:.':�:' i. 4• , �'� � ,iii, s;�'w},' r? � c,t�r(lr"7+}ttLr''l+r a.. 5r� YC`onte r► (�;+', a • fT,..1TA a.: r4...rv1...;avtN.w)\.l!'M yr.r.0.rr.... .r.. : .. ... ..f...: it r ' .... .........+... ,mr. 1 vex .`+t•r —< .......•.r .. .... 'r .., J WATER POLLUTION CONTROL FACILITY EXPANSION ..i CITY OF JEFFERSON, MISSOURI k /, ! 2.2 DOOR CURTAIN MATERIALS AND CONSTRUCTION . A. Door Curtain: Fabricate overhead coiling door curtain of interlocking slats, designed to withstand wind loading indicated, in a continuous length far v�ridth of door without y splices. Unless otherwise indicated, provide slats of material thickness recommended by door manufacturer for performance, size, and type of door indicated, and as z follows: ! 1 l. Stainless-Steel Door Curtain Slats: Type 300 series, ASTM A 240tif _: (ASTM A 240M) or ASTM A 666. 2. Inside Curtain Slat Face: To match material of outside metal curtain slat and as ' . follows: ~} a. Stainless-Steel Sheet Thickness: Not less than 0.025 inch. _ B. Endlocks: Manufacturer's standard locks (stainless steel) on not less than alternate curtain slats for curtain alignment and resistance against lateral movement, :y C. Bottom Bar: Consisting of 2 angles, each not less than 1-1/2 by 1-1/2 by 1/8 inch !V, 4 thick, stainless-steel. D. Curtain Jamb Guides: Fabricate curtain jamb guides of stainless steel angles, or channels and angles, with sufficient depth and strength to retain curtain, to allow curtain to operate smoothly, and to withstand loading. Build up units with not less }c} ! I1 ' than 3/.16-inch- thick, stainless steel sections complying with ASTM A 36 and ,71 ASTM A 123. Slot bolt holes for guide adjustment. Provide removable stops on guides to prevent overtravel of curtain and a continuous bar for holding windlocks. V� 2.3 HOODS AND ACCESSORIES A. Hood: Form to entirely enclose coiled curtain and operating mechanism at opening ' head and act as weatherseal. Contour to suit end brackets to which hood is attached. Roll and reinforce top and bottom edges for stiffness. Provide closed ends for surface- mounted hoods and fascia for any portion of between jamb mounting projecting ' - beyond wall face. Provide intermediate support brackets as required to prevent sag. 1. Fabricate hoods of stainless-steel sheet, Type 300 series, complying with + ASTM A 240 or ASTM A 666, and not less than 0.025-inch thick, for stainless- steel doors. 2. Shape: Round. B. Emerging Operation: Provide chain operator for emergency operation of doors. rry u C. Fabricate locking device assembly with lock, spring-loaded dead bolt, operating w w' handle, cam plate, and adjustable locking bar to engage through slots in tracks. V 5 1 Y�1 C5-4199-00 08331 - 3 OVERHEAD COILING DOORS 71 RO—3/19/01 1 '� •w.e>+,ns'P4aaiW.«'�+�blalx.'M1cW+rnwxo*'oN«i^..aaa+r{�ralr�wr3t1(,nrirc•.wTM••r ••..wuux+e>.aYU[+Awwnx+**+ `+ t '' f;' '�" k {r7�t + t '1. '�' �4s�}'.P,.{ 1 , .r ,. ,t. .i 3 .. 1., .1 '. ,,.• _' � t . �, { ,� .r j' ? � �t{w�iii� {� r5's. .r iA!Tn.wV y � G t i 4i .ti ... ,.:J r '1 ....•n, , ,..:FIf).ni, h +.tM1.r) ..., .r......li.... _ -_...wi:w.wlkMlL,Y1'H/,i 1{ S kNii!`.tMkretrw r«a,a.a•.-« ,_..,.. _. � ... �_...,,,.nv..,.ur• �..,, u.. .. ... . .............., .•... ,... '! +j � t5 ti' 1t WATER POLLUTION CONTROL FACILITY EXPANSION I CITY OF JEFFERSON,MISSOURI D. Chain Lock Keeper: Suitable for padlock. 2.4 COUNTERBALANCING MECHANISM A. General: Counterbalance doors by means of adjustable-tension steel helical torsion spring, mounted around a steel shaft and contained in a spring barrel connected to door curtain with required barrel rings. Use grease-sealed bearings or self-lubricating graphite bearings for rotating members. B. Counterbalance Barrel: Fabricate spring barrel of hot-formed, structural-quality, welded or seamless carbon-steel pipe, of sufficient diameter and wall thickness to support rolled-up curtain without distortion of slats and to limit barrel deflection to note more than 0.03 in./ft. of span under full load. : c,,;f,f>;I.•., C. Provide spring balance of one or more oil-tempered, heat-treated steel helical torsion ''I springs. Sizesprings to counterbalance weight of curtain with uniform adjustment £` `° accessible from outside barrel. Provide stainless-steel barrel plugs to secure ends of springs to barrel and shaft. D. Fabricate torsion rod for counterbalance shaft of cold-rolled steel, sized to hold fixed spring ends and carry torsional load. �` �•-`f ;'�s, `:��'� ,.;.,;:.,�,s,�t}„•fir. E. Brackets: Provide mounting brackets of manufacturer's stan dard design, stainless- steel plate with bell-mouth guide groove for curtain. 2.5 FINISHES GENERAL A. General: Comply with NAAMM's "Metal Finishes Manual for Arcl:itectural and Metal Products for recommendations for applying and designating finishes. F{Is.,,„41,V. �.t`,,;•`„ B. Appearance of Finished Work: Variations in appearance of abutting or adjacent pieces if they are within one-half of the range of approved Samples. are acceptable ',.;`;I.,•�sx>z,'�''"._;`, Noticeable variations in the same piece are not acceptable. Variations in appearance i r .✓t r,.;l�.SL r ;i of other components are acceptable if they are within the range of approved Samples •-,;':?;' and are assembled or installed to minimize contrast. ft 7.''`'T''7`•'x" ' 2.6 STAINLESS-STEEL FINISHES A. General: Remove or blend tool and die marks and stretch lines into finish. 1. Grind and polish surfaces to produce uniform, directional textured, pllished finish indicated, free of cross scratches. Run grain with long dimension of each piece. B. Bright, Cold-Rolled, Unpolished Finish: No. 2B finish. `'''` '' I' "r ^,SAt ,if �Y'd14�i'7tyats•Iy�, �A C5-4199-00 08331 -4 OVERHEAD COILING DOC"IS U. ,,,,}�.3�=�. ,fit:• �: r:J RO—3/19/01 �i� _. ,.-... .. .) � nm n �'•anww'°. -�. ,1,,z q .„,r.,_ '^:r i ^^.«K*.,v ;;lf!:��'�tE `�� p.^ �,, Rtr1 .••)�: ^" .r;;^P t+...... KFM5u1it!k�t`•WfAvsRA7�d1r 'Ytzoe.'"�' h na4RkP14Tl�a°litY�JT.4ilA'h17,0�+Ft�Sk`Qt1t''195`K . .s. :� ij> ,hl ,i, �.1. f S ,"•.a{�u,•�,�; (�. �Tr,•,. :id,E1tit 1� �° �'•`,.'. .:4. �I. �,��`i`.' iy:. 'r.,f. 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JSt j,;•';� a{ 't?<; ��'�::. ct,71 -1� rt j't':%' }' �' •1 ':; 1 it i f tf 't:),t4;t � ''}7'.r`is' �pr �rj'+..{,f••xr":S+",>L•'�,�.t;'2t i t - .. 'c r ! ':1 t'1 7?: r ! 'n ,t. wk�'i•x9",c'Sit d.,, ,' '�'+•'7 y,�4r 99'r 4).' .. ,rtye.t Yd}{a,., q� t,r!r:\•:j,. y'.rrt.!.{,'�.;. r ..tl q.1 .r F:., `Sit,, .£:E (.}4{ �; `g 77 S' ??}$. 1. ,r'C:�° °tr:° >€}' .=:t.,, •,,, �.( "�\ \ ,s l.',, -x F. ; ttt. ��t�1i.�� ',fx'S`-7".rr ¢P",°r'.� :k °�` •4 1:3d.;{�' I.rr,-�71L}P.q.,v�' 1;•.f + '�!; r t `! i' t.: t 4.,�.. �r,, k�t. S�' 4� .'�'. '.r. y'.:l:t«. '+}K.,i,+eabnei'•tW`rNiini�N€GJ1WJiW,vi,\nM.w.Jar,:..e..:,.. _. ,.....,a_... ,.....,.r..w< w..w.,Kxr..x..w.,r.}r .. ....... ... ... . , f i.'.� ,,.i ;. .ftt'..;,'�\Jij;¢.t w71,y' )t_, .t,�^yt 1' �> .lE•1:'�1,..,.d...,...+w;,.'.:w.w,t.,inn.•S•x+uf,irw:.}.s,•s,...'41'`.:.r+.tL+S✓\rf�7:<L S,.lr:o..�^.}a.�t4-.i}�•e� ,�. ` WATER POLLUTION CONTROL FACILITY EXPANSION M CITY OF JEFFERSON, MISSOURI :,•� }r.��rrr C. When polishing is completed, passivate and rinse surfaces. Remove embedded t1 foreign matter and leave surfaces chemically clean, A , { z' 1 , 2.7 MANUAL DOOR OPERATORS 4 A. Provide chain-hoist manual operators, 1 j i�? B. Chain-Hoist Operator: Provide manual chain-hoist operator consisting of endless 1astainless steel hand chain, chain pocket wheel and guard, and gear-reduction unit with •'' a maximum 35-lbf (155-N) effort for door operation. Provide stainless-steel hand `s' 1 chain with chain holder secured to operator guide. rriK,z PART 3 -EXECUTION ; ~�"`� i t1•a`RS'�d;n,•y3`ei' ,n1'�t�aaT'W:'il'• 3.1 INSTALLATION txy r� Yti?T'. �,; •; ��.i A. General: Install door and operating equipment complete with necessary hardware, 'k�,A` , d .J amb and head mold strips, anchors inserts hangers, and equipment su PP orts ;t .; . '71 accordin to Sho Drawin s manufacturer's written instructions and ass ecified. 3.2 ADJUSTING •zr� '` A. Lubricate bearings and sliding parts; adjust doors to operate easily, free from warp, twist or distortion and fitting , for entire perimeter. ! ` 1 END OF SEC '��+ : TION 08331 �� } `�' ,jr; 1:��hjtr4ft3�-r��tt.3tit fj't�S. :i i4�n d{1�7Jr{7t S V 1. +'f7i• i!r;_ ltn�,M 7;yC�4{i{y�kf,•(ff,', z; rtyt Y' CS-4199-00 08331 - 5 OVERHEAD COILING DOORS RO 3/19/01 : i!'ttiY� �Mw .k "ri'• -:+4"r•, f.�4."1:,";y.7�!� r•1�r,s 'ii.;;,r,>;,'{'S' cr.�. ...1 , .�:;5�yi i rri�,.t'�.t a^''`•�f%''�>1. Mk" � Qt7�" `7 1 �S� };`:S :S; ;-�'. ,,.�:; 1 •:� t,: .,1, .( ,y t�,y., .0„,•.t,, .-7•,>k,:,"j`.{t. t., ..e r s... *c a; :}i�f:t �.e f ..�,��„• ��..� ;ti?t. '1r. x, i :x':} ,•d,ror•C 'h '�5r'.1 -st't ta`�'t tl,.x.'::'r�+,.jr ,}. t. 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V: px k' piiS :,4: ,� ,) '� �: \'�+ � sx, S .t, x t {ir {b ,:'R:,�:yC�y,4 i{.?sV ..r.�x: t r.� n�' "-0S !�! ,fix @?�C-j•;tt,5. r rr' \, •1 ,.1. r,�,4 .r "i•. •1,, c r :+, ,�C r,. '4Y' t r�ti:s �. <1 r!�,Z•,, r,1r.,.,.7c .� � � .t.; t ct ...ac. ��'. s r.. :.�, Y! ,.'k'r.. ,.�'., tti....t! ,?t .c, -�<.,Vr- e �.} ,r p. . -•r._ `•>,t.c.:'.,,JJ,f'?t r c r✓G' p,;: 11d.+r�.�;,�{��1�7�.ry+�,1' n -.aF7. scrlt ,tt. �ik.,�1x,X HrK-.',a',•r¢,�.1 ), ;t r t, ,f:1':��`,';r.t �..t h �tt'1r. .:,.., t t � i aS tir•. �.Y',:. •.V-)71„wl,t n'ph ItN'a.st•,,.;1(1 nNV;.• .-A`°��'p}, '•K' t 'S .,�.,rJ. ,,,, xr,.�.Y,, �,.f.dr•; f1 ,u'" .). .s ,�1 .{ 5 u ,e:.; tE,�r:r,1 �„ .k .sr^Er y,4;TS, xt�, `t. l��j?•:rtt r.,,�r•.t.x�J ',tls�3,1,�A'?;'F'S i `;, 11' k ,%' r'.�r, f }.• ':}' } } �x.x 4, , i. c A!5�,.{{ii4it>11'`�r��,.}J�� ,C,r 5 fit' ,:t rrfT,RN!a!I:C Ys it f�?jvh} qp ;:� tit•rtY4��I,f�•.atiS}.`'JI WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI SECTION 08362 -HORIZONTALLY BI-FOLDING DOORS PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this ' • ?{;; _ Section. :! 1.2 SUMMARY A. This Section includes the following es of sectional overhead doors: 1. Insulated aluminum framed horizontal bi-folding doors with aluminum-faced composition cladding on all exposed surfaces. All components shall be aluminum �J or stainless steel. ., B. Related Sections include the following: S, 1. Division 3 Section "Concrete" for substrate to which door track and door will be ,.• :.'v tai:'� mounted. 2. Division 4 Section "Unit Masonry Assemblies" for substrate to which door track 7r. 7,.•7r XSrntr :JJ� and door will be mounted. 3. Division 7 Section "Aluminum Composite Panel System" for cladding. Ett�' ;a 4. Division 16 Section Conductors and Cables for electrical service and connections for powered operators, and accessories. 5. Division 16 Section "Disconnect Switches and Circuit Breakers" for disconnect switches and circuit breakers for powered operators..; 1.3 DEFINITIONS r tt �'1 • A. Operation Cycle: One complete cycle of a door begins with the door in the closed position. The door is then moved to the open position and back to the closed position. 1.4 PERFORMANCE REQUIREMENTS A. Structural Performance: Provide horizontal bi-folding doors capable of withstanding z ' the effects of gravity loads and the following loads and stresses without evidencing g Y g g SJ}�cx ? 4 permanent deformation of door components: r� kf;��w�r 1. Wind Load: Uniform pressure (velocity pressure) of 25 lbf/sq. ft., acting inward ill =`'' f= and outward. f C54199-00 08362 - 1 HORIZONTALLY BI-FOLDING DOORS ,# ' RO—3/19/01 },�lrr��y ..' ,l5ty I'fT`.A, y4 J �:� ¢+-.�r1«.:v�rv�w�ww...�'nrayr+nM+af?+!+rr ww�.y7q.Fa',stax..�sa. �^ -••--.+c.,ha+aw5+.a+tiTx %lfltatns r..+.,..». '1• .t^ i ++YN Vs}s..w+r-v.+a t !^721 d .I c L��{y { ''. 4 k Y '- :=;�:tt;ra ur r't'>•j. t t,,r',y'�'f. ; r,' r, , `t, }..{�. , ,;v}1 {iF 4��t,�.,r,�,, 7��ySJ� l�.fst'. ji Y'M:t�t1'.{t:Sl, r t �• t^ t t S r r tt :1' r 't= ' :sy. 9�t.{<.t�•}tt;} f{r:;,,y ?�, h1�Pu�y��i"t `. It •:dSj7 ?,ig}.3 � •M ' t ) .i t f r i �. '"' .� .Ft �.,. �} ti.f;'�.< isF�'r• },d�.4!r .^��) �} ,,t! Ft psr .�;�: 1 s. .�! �, t:t t t t a, t ii •.1• tr tt , A t i(Y45r t 4�11iid:�iGi, ''`i•i Jr t t 1 ;u�,? e' {A.hift'it+rAHh.+Nteti�vat:e r,n,ws,..:. ',...::.. ..,'.,.. .r,r t:r-.a.................. .......a ..a„ ........,.,.. ... .. .. ...-......:......, . ..,,r.,�au ...Y. .,........._.. .._... ,. ..... ... ff st+�'ry�,. WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI B. Operation-Cycle Requirements: Design horizontally bi-folding door components and operator to operate for not less than 10,000 cycles. C. Door manufacturer is required to coordinate installation details and to provide all necessary accessories required for complete installation and full operation of door ! + system. 3" c D. The doors shall be engineered to resist all anticipated loads without sagging, bowfin gg g� g, nor conflicting with its smooth and efficient operation. Doors shall be equipped with completely pre-wired drive including all necessary mounting hardware and limit , , switches to prevent door from travelling beyond designed opening height. Provide 3 , button (up, down, stop) control switch and sensing device to automatically reverse door if an obstruction is encountered. The door shall be capable of being operated i from one side of the door. Hinge pins shall be minimum 3/4" diameter aluminum. Button shall have mask bearings, extra heavy duty roller bearings on 3" wheels. Provide automatic jamb latches that activate when door is fully closed. The door shall ! be capable of being manually operated in the event of a power outage. E. Door located in hazardous (Class 1, Division 1 Group C and D area. Air motors controllers, operators and switches shall be explosion-proof,as defined by NFPA 70. I F. Material provided under this Section and Section 07420 shall be engineered and assembled into a product as work of this section. 1.5 SUBMITTALS A. Product Data: For each type and size of horizontal bi-folding door and accessory. 1 Include details of construction relative to materials, dimensions of individual components, profiles, and finishes. Provide roughing-in diagrams, operating instructions, and maintenance information. Include the following: i 1. Setting drawings, templates, and installation instructions for built-in or embedded ;.rj ',;:.; ;3, ;;• anchor devices. I' 2. Summary of forces and loads on walls and jambs. 3. Motors: Show nameplate data and ratings; characteristics; mounting arrangements; size and location of winding tennination lugs, conduit entry, and grounding lug; and coatings. `yf B. Shop Drawings: For special components and installations not dimensioned or detailed in manufacturer's data sheets. S=f'y{r;J �t,' �yI{.��tb•. a. ra 1. Wiring Diagrams: Detail wiring for power, signal, and control systems. �'. ?:Y; u;r'.;'. . Differentiate between manufacturer-installed and field-installed wiring and between components provided by door manufacturer and those provided by others. i'.x 2ti �;GLsi)''`lyfY: C5-4199-00 08362-2 HORIZONTALLY BI-FOLDING DOORS RO—3/19/01 a I _ ,,--,.�»,,....«....,�,....�..., .. »•,,..,,..s..,a«vrtq..n�wvatx:cr.!.�wx»'�+vtr.'e:run.,...,...-.r•..._..... .,,...r.,,�.t•+vitrw7tsv�xzwv t#r4!�+t+ r ,"7"�°_•r_-.,.,-r �}., t r7� 1G ¢ ��')`6�rry ,. '.r � t.. l.b`l A I, y'ir�t +iN�:`i i'-•, �• w rkM-'e tAs �'e '{..� rt I ii' t rt, r > r,,x v �l f •"�Sry f7, 3r' � � i�.�y�� •.Ys':�P W 4�y��••� ? '9 ( 't .t. r +` .7:' r. y i� t t '� t+' ! I�t t1 � �r ��`�`sr x e�¢�i ) �,j'rl z�$?.i�..>�.•"r� ,{r.t �.:�' � ar,,.t�•, x�t°kl�t C'%',y �.b qt, t '''t ��• � ,tip t �'.),,ap°P.�Y{ it,rk I 7Ftc y�k'Y t��na¢t1�'.f-�t„'�.ny ...2;{,r�,�. cx<f r R Y tr}tip�`•r t . i... fttt'r to p h ,r :�.r.;:;.,.'»'..«.pic.Mlht Y.MStVf,.lr +.. ...•.s.i:�...,....,.. .; ..... ..:,'.n.,- ,..4 arr f ,. , i it�f 4r`�t4'y':,t : itt :A i WATER POLLUTION CONTROL FACILITY EXPANSION I CITY OF JEFFERSON,MISSOURI : .;1ryb r.t C. Samples for Verification: Of each p type of exposed finish required, prepared on Samples of size indicated below and of same thickness and material indicated for Work. Where finishes involve normal color and textm'e variations, include Sample sets showing the full range of variations expected. 1. Panel: 6 inches square. D. Installer Certificates: Signed by manufacturer certifying that installers comply with specified requ irements. p y `' 1.6 QUALITY ASSURANCE ' A. Installer Qualifications: Engage an experienced installer who is an authorized `'``° ' } representative of the horizontally bi-folding door manufacturer for both installation and maintenance of units required for this Project. �1�'.%;.•t�':;= :,, ` B. Manufacturer Qualifications: Engage a firm experienced in horizontally bi-folding ;r„ 1 doors similar to those indicated for this Project and with a record of successful in- service performance. C. Source Limitations: Obtain horizontally bi-folding doors through one source from a sing le manufacturer. manu 1. Obtain operators and controls from the horizontall '°J y bi-folding door manufacturer. �, D. Product Options: Drawings indicate size profiles, and dimensional requirements of horizontally bi-folding doors and accessories and are based on the specific system indicated. Other manufacturers' systems with equal performance and dimensional characteristics may be considered. E. Listing and Labeling: Provide electrically operated fixtures specified in this Section ' that are listed and labeled. 1. The Terms "Listed" and "Labeled": As defined in NFPA 70,Article 100. sr t T r F. Warranty: the horizontally bi-folding doors shall be guaranteed by the manufacturer for two years form the date of substantial building a completion of the all defects p g ainst g in materials, workmans hip and pr oblems which arise through the normal anticipated `'�'`�'`�� '•``• use of the door. C54199-00 08362 - 3 HORIZONTALLY BI-FOLDING DOORS RO—3/19/01 ' ''►'ahwNruw+n?'MFau:R•rq.7W^uvNraxwa»rtt ,�iXAypkJAjJ,rw:....-.»;r:: _ 4«,k' trj' y �c ""'')w"t?invucwN+,r.+,M. MVw!r....+,+•^^--rrr-i^ �d+\,J�. $ a, ! r "t .rY 1 E 1 'ti:,,r.t.•,'r�"t''y;pStrr:R'.bae. 1yy.*�•: :f{ t C{ '� 7 t :.4) ..} F i .. � ':4 t , 5 {/` cif i{ ,rr orll i.,.)•'.•' ti,r.( .3i'S".FlrY iA' �'{r+�r i�}l. ::r.�. S'ri lYt,t�f 'c .r '' J ?�= 4 r t i' t i• � �t t'�j.1'J;q' i 1 s:7 t tiy�''�'LC�. t� u atP r t '' ..*^mtrt7ln Y t F. � i=t 4d�a i,r1rD .tii ,. ..Lr-,........ ,, „..., a <,._.._. ....._...»,r.. ,.._.,, .r. s . nm...,.. .. a..,_,._ ......'....,..r4.rin itC'nGIS',•G,t V, ° tt :.Lr' ' WATER POLLUTION CONTROL FACILITY EXPANSION ' CITY OF JEFFERSON,MISSOURI PART 2 - PRODUCTS _w 2.1 MANUFACTURERS L { A. Available Manufacturers: Subject to compliance with requirements, manufacturers i offering products that may be incorporated into the Work include, but are not limited to, the following: t i s " :. •tF 1. American Bi-fold (800-283-0021). 2. Wilson Industrial Doors, Inc.; Elkhorn, WI (800-552-5974). 2.2 FRAMEWORK <<4 ' ''A"`"` A. Construct door framework with 2" x 2" structural aluminum alloy 6061-T6 or stainless steel tube sections engineered by the door manufacturer. Join stiles and rails b welding or with concealed, 1/4-inch- minimum-diameter, aluminum or nonmagnetic stainless steel through bolts, M height of door section. Form meeting rails to provide a weathertight-seal joint. Fabricate door panels of com p osite aluminum panels specified in Section 07420. Provide reinforcement for hardware attachment. Shop connections shall be jig welded. Coordinate location of stiles with jointing in sheeting material. 1 2.3 TRACKS, SUPPORTS, AND ACCESSORIES A. Tracks: Provide manufacture's standard, stainless steel track system, sized for door d weight, `�� `"• �•' size an it, designed for lift type indicated and clearances shown and complying with ASTM A 653. Provide complete track assembly including brackets, bracing, and reinforcement for rigid support of ball-bearing roller guides for required door 't.z*ird�{Z, fit,.t'•;. `I type and � ' �:�'-Pf:�,•:"' .. size. Slot horizontal sections of track at 2 inches (50 mm) o.c. for door-drop safety : ! device. Slope tracks at proper angle from horizontal or otherwise design to ensure t. closure at jambs when Weld or b '' s closed. fight cl n door unit i alt to track supports. µ' B. Track Reinforcement and Supports: Provide stainless steel track reinforcement and ` support members, STM A 36 and �'�;.•,� suppo bers, complying with A ' ASTM A 123. Secure reinforce, art.; and support tracks as required for door size and weight to provide strength and rigidity •:,� ��'f��'`��-,r�;;: ' without sag, sway, and vibration during opening and closing of doors. `'�;� . � s x77," C. Support and attach tracks to opening jambs with continuous angle welded to tracks ?, ) ' {°} and attached to wall. Support horizontal (ceiling) tracks with continuous angle welded 4 to track and supported by laterally braced attachments to overhead structural members • `; at curve and end of tracks. �.v D. Weatherseals: Provide replaceable, adjustable, continuous, compressible ,. weatherstripping gaskets of flexible vinyl, rubber, or neoprene fitted to bottom and at top of horizontally bi-folding door. , 4 C54199-00 08362 -4 HORIZONTALLY BI-FOLDING DOORS + , RO- 3/19/01 . j'('J71,�51 Z'* fxt ti f Y S +w+nwcvMiAACMSKW611W,�YJI'RWffMtWNMwMYfY+.• WtlKIlr471AN Mf/!,k?M;2P/1c'Yd'A46I'M+ "" T^ C �, ,• '1y•+(S ��4F�v Y t 5 ,.. t'{ . .:, y.....` '.. ,.. ` • ; r t r'+'1�,., .,`rf s` r.�i%ikry CAF°�'yt+m ,� I� f C'i•, ,� r i t t��?y4,,� .�'' 4,;� i 1 5� �i t rFtt: 1 'r t F .� t ti' .Jn . �Ft• dt��i��,"f� � vl ��r,, ,t.h,`# J4 �t 4+ t r+ w y F ,i t ,'t f t riS+t+!A+�Ifi j'l�;�u 1�� • t ( I�,tftKYlf M"�sjEgW '}f:pYS 1 777777, WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI F1 • f 1. In addition, provide continuous flexible seals at door jambs for a weathertight installation, .� E. Pass Doors: Provide pass doors in bi-folding doors where indicated complete with >. � glazing, hardware, and mortise lock. Construct pass doors of same material and design as overhead door unit. Provide stainless steel hardwares 1. Where door unit is power operated, provide safety interlock switch to disengage �'�'�+t ,. power supply when pass door is lacked. 2. Lock cylinder is specified in another Division 8 Section. ;:.1^� 2.4 COMPONENTScf}t^;, C, Y�wu A. Insulation: Provide polyisocianurate insulation, foamed-in-place to completely fill the voids within the structural framework. u ;{ B. Cladding-Reference Section 07420 -Aluminum Composite Panel System. r, 1. Door manufacturer is responsible for installing the insulation and cladding as a part of the door installation. { ';?':t� {✓ ;} ', ' 2.5 HARDWARE ' M`t YraftaJ'SC A rjt ., t A. General: Provide heavy-duty, corrosion-resistant hardware with stainless-steel Arryr" fasteners,to suit door type. 4,;;: - ' t• B. Hinges: Provide heavy-duty stainless steel hinges, of not less than 0.0747-inch thick �'Y uncoated steel, at each end stile and at each intermediate stile, per manufacturers written recommendations for door size. Attach hinges to door sections through stiles and rails with bolts and lock nuts or lock washers and nuts. Use rivets or self-tapping fasteners where access to nuts is not possible. Provide double-end hinges, where required, for doors exceeding 16 feet in width, unless otherwise recommended by door manufacturer. C. Rollers: Provide heavy-duty rollers, with stainless steel ball bearings in case-hardened steel races mounted with varying projections to suit slope of track. Extend roller shaft through both hinges where double hinges are required. Provide 3-inch diameter roller �{ tires for 3-inch track 2-inch- diameter roller tires for 2-inch track and as follows: 1. Case-hardened steel tires. {nj "' "{'''` D. Fabricate locking device assembly with lock, spring-loaded dead bolt, operating handle, cam plate, and adjustable locking bar to engage through slots in tracks. ; 1. Locking Bars: Single jamb side, operable from inside only. i h J. 3 C5-4199-00 08362 - 5 HORIZONTALLY BI-FOLDING DOORS RO—3/19/01 �v r Wt��iS1f1t7�e6M4t+.Y'ta+M.tw'anw.mv k'C }rgWeT+`FV^'""'•"`".� .�ru,�aa+rrzuAeviltrcerun7�'.mu�, 5 ,rywtH.*r+•r f..i sr:r,n`'M1 !. f,' r .�'! t'.� ' r° .7e7777s =11 7 :r»�t}I �{ °'i.., f� (< qa .f �• t j 1 .,�''e ,i?{,c ri�7�� s;.yf tbt d'. ��➢r��.y,��r �I.� it ,s•.,;E�; ft �.,tI . �J, f �, ' .. 1: ,, ,r.:.Y;i to;�c;.il,,at,,,;:wy�.,1,y��1�. t��r :�ti,.j i';,i•', r a)�.�.{,t,�q 4F. t.,ti(•';®c' ,i.!•`f.t y 'j't;r,; 5( .i✓, i ! ' t t .,i..;} .t r t,r ,;4t�':;:'<t lSL#� ,,•}.i,i< r (� +s{t, 1 �' 1,�,''t� I "_ (.i •:4 !` !,,f n• , s.i .�. 5 i. I t,�,�#F�,.:.t�.��l��e�a•"y'G, ,�t�;�7�t•+If,,. i r r i rt It tit.. G:• .' , .. ,. � ` ` i �.'�f1t �� (tY ., .i.n&.r1N+nb.+vRa.f.;:v-tW,wenw..,�.,.. ....,. ... .. _..............+..,>.o.. ..r..,,,.F....•,M1. ,. .,. ,. ...,.,,.-..,......... ._..,. _X `HATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI E. Provide safety interlock switch to disengage power supply when door is locked. 2.6 COUNTERBALANCING MECHANISM A. Operation by lift cables and driveshaft. Connect to door with stainless steel aircraft- 4� type lift cables with cable safety factor of at least S to 1. Provide springs calibrated for 100,000 cycles minimum. B. Cable Drums-. Provide cast-aluminum or gray-iron casting cable drums grooved to receive cable. Mount counterbalar►ce-.mechanism with manufacturer's standard ball bearing brackets at each end of shaft. Provide 1 additional midpoint bracket for shafts ' !. y.. 1 up to 16 feet long and 2 additional brackets at one-third points to support shafts more long, unless closers acing is recommended by door manufacturer. than 16 feet g, P C. Cable Safety Device: Include a spring-loaded, steel or bronze cam mounted to bottom door roller assembly on each side, designed to automatically stop door if either cable breaks. r ; D. Bracket: Provide anchor support bracket, as required to connect stationary end o£ ,t,r'° ; -12f spring to the wall, to level shaft and prevent sag. orizontal track to cushion door at end of opening E. Provide a spring bumper at each h •--- ire;.,,�: ,�aM1.r-, j operation. ��:Liiiti•��'t�+ il'.:•'1rJ:1��µ.�51,5,: r'1 2.7 ELECTRIC DOOR OPERATORS ; 1 �n.Ya.��•i.1 i�)�6. ��' r „ kr A. General: Provide electric door operator assembly of size and capacity recommends i and provided by door manufacturer for door specified complete with electric motor '; • and factory-prewired motor contr ols, including CPT, starter, gear-reduction unit, solenoid-operated brake, clutch, remote-control stations, control devices, integral gearing for locking door, and accessories required for proper operation. Mount motor on bottom of door to allow it to ride up and down with the door. B. Comply with NFPA 70. C. Disconnect Device: Provide hand-operated disconnect or mechanism for automatically .� +�r'+r en a in sprocket-chain operator and releasing brake for emergency manual operation while disconnecting motor, without affecting timing of limit switch. Mount ,',trb1;h•'tiS; !r, disconnect and operator so they are accessible from floor level. Include interlock ;'U "k a. �'ntr�z? , device to automatically prevent motor from operating when emergency operator is rat �,> <r;;:” :: - engaged. D. Design operator so motor may be removed without disturbing limit-switch adjustment and without affecting emergency auxiliary operator. ` C54199-00 08362 - 6 HORIZONTALLY BI-FOLDING DOORSx s` RO—3/19/01 :.t'1.•y t'1 jt�' ^+•�rw u7vr•.hvSthad+.%;�F'I'S9kidtA!?IY+tP}flXm,+ ;: � r � tr E u' 13t �j``;i s., 'a"Y':='';t{��.F$i?tj.}�;r' i ,t;.: , � } � . t} .,}. } ut1i, �JJ�t n{C,(trofgi'"Sr$��r�i`"�p'"• .,✓ ...�}}�IL'r+S s r,,t i,}7Pr., 1 {rr. 'rn, , 4 t � L-. r r.. , f• (•'. , .�.r{'.}Jt�:.r�i.. } tut° J�,��i�r!?1{;L�t�tx,��t'aly�S�III�, t• ,#(i , rr:?r�{f.'`�a tab rrl� .� .! �'� J y ' .,ry i t t •�fJr at {'#fIl<+�`"i1�'�L,t.r, r) tc r.., t,. i ,,'r r. .Sr{, is t wf� ,) Sri {'II.t3 J,f.,.}t 17' �� `Y.•7Tl'9 a a4f,.. r' ?r"; �. . • �«.�,, �,{ _oaf <.;� a.r 1 t ` , (r oli Ai WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI E. Provide control equipment complying with NEMA ICS 1, NEMA ICS 2, and .y NEMA ICS 6,with NFPA 70 Class 2 control circuit,maximum 24-V, ac or dc. F. Door-Operator Type: Provide unit consisting of electric motor and the following: 1. Lift cables — Fasten cables to bottom of top hinge, transmitting forces into the header of the door opening. Fasten cables to the cable drum at the bottom cord by t means or welded ring on drum, permitting driveshaft cable to have 1/4 turn of free w? ±;'';`= '. "j play without danger of cutting lift cables. 2. Driveshaft--Mounted on bottom of door and along entire width of door. Attach , driveshaft to door frame with bearing mounts where cable drum is installed. r °•i G. Electric Motors: Provide high-starting torque, reversible, continuous-duty, Class A .C, insulated, electric motors, complying with NEMA MG 1, with overload protection, sized to start, accelerate, and operate door in either direction, from any position, at not less than 2/3 fps and not more than 1 fps without exceeding nameplate ratings or ' • considering ervice factor 460 V 3 g P g g , phase, 60 Hz. 1. Type: Polyphase, medium-induction type. • 2. Service Factor: According to NEMA MG 1,unless otherwise indicated. yth ts� 3. Coordinate wiring requirements and electrical characteristics of motors with building electrical system. 4. Provide totally enclosed, nonventilated or fan-cooled motors, fitted with plugged drain, and controller with NEMA ICS 6, Type 4 enclosure where indicated. tl}1;�fI s�ry41��. J H. Remote-Control rovide momentary-contact, of Station: ontact, 3-button control station with ��`��{j�'.`'°��` •�� ti xG..fp5i, .i push-button co labeled Open, Close, and "Stop." controls label "Open," "Close," 11 fir;;�i�%7•}<,11y r'i'.fit. ` 1. Provide interior units, full-guarded, surface-mounted heavy-duty type, with general-purpose NEMA ICS 6, Type 1 enclosure. 2. Provide exterior units, full guarded, heavy-duty type surface mounted �>�; }%`�`;°`' '}• weatherproof type NEMA 1 CS6 � , Type 4 enclosure, key operated. i I. Obstruction Detection Device: Provide each motorized door with indicated external >, automatic safety sensor able to protect full width of door opening. Activation of tely stops and reverses senior immediately downward door travel. 1. Photoelectric Sensor: Manufacturer's standard system designed to detect an `y:r'.� ;r_,•;°';> obstruction in door opening without contact between door and obstruction. :! a. Self-Monitoring Type: Provide self-monitoring, 4-wire configured device. k t,' J. Limit Switches: Provide adjustable switches, interlocked with motor controls and set to automatically stop door at fully opened and fully closed positions. C54199-00 08362 - 7 HORIZONTALLY BI-FOLDING DOORS f RO–3/19/01 y.Lft.� .,�, '^•"."'' +arr W,t+atan.'stnYnm•u+amxur'r�py�f3a.iKU6MCa!,fw `t rF �I}' ^��rr :r j1�•7 ww''.i ,. ..•. .; .:_ ''?'ry4k«oT:f3TrM1`zF13iSVSnzca' 77--r A', h{f';'ta�Caj>1 r,. `:r1kK: Flti„}.• h i57E •;�r.<..,�.;,• r ,. :�• 1 ;, ,',y n ..,. 4 s - sir �yy . T:� •�.,h,'"•:>d>"�'.�,;.t:r t 1 a,:, f .7 1 + 1 t ^ 7 , r c..y�f Tt�Y'�" s•��7 q�►^,1,+�{ i�71 7'��r ri`i ! i f r ! 7 K .1h t r I F '� tt ',s, ''!IC. t"t,f.1A �'L5!Yt)XSJY.. ".1tr 1 .Q`$t`�,�I! 'k'II•S t ,3 ,' t.al s, :/ f'. ,7` 4 '3 7 ) .�� ht�,\4'. k�y"�1�Tifi ,;'.`I st( ,� }..� Fi a, t• ! •i} yt{�.f. � i x.11 ty'Yf S i i`!�JJ taMw+N.wvriwiwtu+e,�+.Kre.Yd.,.,n+.x.....,.��. .�., ......w..a.. waur,s f".S 4+J..i rw ,.n« .. tM.. «...Ft.. .. ,. .".. ,. .t 4 I } Ev ( Y.r,r��11�'31J,••;F' } .. ......... e:,.n,..r.•..w nl........ .............. ...k.. s.....,..,..iw:is+rmttSF.FdrF9k> 9 5 r i WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI t PART 3 - EXECUTION �( 3 3.1 EXAMINATION A. Examine wall and overhead areas, including opening framing and blocking, with �,•..t: •:., ,r.•.,:,... installer present, for compliance with requirements for installation tolerances, clearances, and other conditions affecting performance of Work of this Section. " 1. Proceed with installation only after unsatisfactory conditions have been corrected. j , ;�;w;':... 3.2 INSTALLATION y'r A. General: Install door, track, and operating equipment complete with necessary ;t%4t� f,tx,t hardware, jamb and head mold strips, anchors, inserts, hangers, and equipment supports according to Shop Drawings, manufacturers written instructions, and as specified. B. Fasten horizontal track assembly to framing at manufacturer's recommended spacing. `- _``` zi;` '`'''``„ %'`• Provide sway bracin g, diagonal bra cing, and reinforcement as required for rigid gid r e, Sr it,P}•,arL ;�i� installation of track and door-operating equipment. �� S, �, {�,�rjt 3.3 ADJUSTING �;,. :iFi.: •iii°��r ,. A. Lubricate bearings and. sliding parts; adjust doors to operate easily, free from warp, twist or distortion and fitting weatherti ht for entire perimeter. '"";'��',�,•7 u ;�'�t'fix'+ : y =V "4ttfi B. Adjust belt-driven motors as follows: m ;1 y r yra.A.4",9 g;;S 5, (' 'r 1. Use adjustable motor-mounting bases for belt-driven motors. 2. Align pulleys and install belts. '1 'j '' 3. Tension belt according to manufacturer's written instructions. 40 3.4 DEMONSTRATION A. Startup Services: Engage a factory-authorized service representative to perform startup services and to train Owner's maintenance personnel as specified below: 1. Test and adjust controls and safeties. Replace damaged and malfunctioning controls and equipment. l 2, Train Owner's maintenance personnel on procedures and schedules related to . operation, troubleshooting, servicing, and preventive maintenance. 3. Review data in the maintenance manuals. Refer to Contract requirements. 4. Schedule training with Owner with at least 7 days' advance notice. 4� END OF SECTION 08362 r CS-4199-00 08362- 8 HORIZONTALLY BI-FOLDING DOORS RO—3/19/01 �'� yTr^a+-�*•,7, �,S x e � "yY�`!'� �40;hti9l.tWiYE+s7R�t�n"n q>�t'.t7 NestlfAr�d`MY,Ik{IfRfIBWh "w-s'• t '^-, s;..� . pp +s'T { ! t l Y. •',!tiM.114tlYf .� I 1 L J'i ��r '�, f;!l d;.S +,?),1t^'�'+}"(Fr 1}.. +r } ;a`ff Sr .i, �ta tl S r 1!<�7 t tr rt `,.h' .r F:t r:Yrij y`r•.,q i}*}�ii n Yt.y.1 •'� M4 {'5�,. .0Y t'.k.t t� �yk� 5�;� � ti 'r�� i r, , � , Cs s • . , er , � e t. ,q. ti✓ , 1r� S t(i �tY}, 11 If }. } r i :, :: I � e.Y,•,+ r, K'r:m+✓w+. .'•J. l t l:. it�;p2��'', J7)fMlulrwNM.Y�'1MM'M71A..'x*'.�l YI7AA lt1N4MA4As..w.,wu...a....,. .. .. .,.-.. •' a•,•,•.,. ." •.. ( �S�l�F t+il i" WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI ( ;j SECTION 08410 -ALUMINUM ENTRANCES AND STOREFRONTS ; PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General, Supplementary '<' and Special Conditions, and Division l Specification Sections, apply to this Section. 1.2 SUMMARY ' A, This Section includes the following: 1. Exterior entrance systems. B. Related section include the following: �� a rrt;. + s te•+ 1. Division 7 Section "Joint Sealants" for joint sealants installed as part of aluminum +L,;rf%s�yt<,:r entrance and storefront systems. i; 2. Division 8 Section "Glazed Aluminum Curtain Walls". 3. Division 8 Section Glazing. ; {:+ -,; i PrE- 4. Division 8 Section "Door Hardware". ti�•ryia,��v}L ". 5. components. Division 16 Section "Electrical" for electrical comp --1 1.3 SYSTEM DESCRIPTION `s�Yi�rt` I�Jt r,; A. General: Provide aluminum entrance and storefront systems capable of withstanding loads and thermal and structural movement requirements indicated without failure, i based on testing manufacturer's standard units in assemblies similar to those indicated for this Project. Failure includes the following: 1. Air infiltration and water penetration exceeding specified limits. {` B. Glazing: Physically and thermally isolate glazing from framing members. C. Wind Loads: Provide entrance and storefront systems, including anchorage, capable of withstanding wind-load design pressures calculated according to requirements of y 1 J4tt5 d authorities having jurisdiction or the American Society of Civil Engineers ASCE 7, r "Minimum Design Loads for Buildings and Other Structures," 6.4.2, "Analytical Procedure," whichever are more stringent. <•,��,;;�r� .•,}t,tT � j 1 t 1. Wind load: Based on 20 psf. 2. Deflection of framing members in a direction normal to wall plane is limited to 1/175 of clear span or 3/4 inch whichever is smaller,unless otherwise indicated. ''wz} �tj��b�i.• ., C5-4199-00 08410-1 ALUMINUM ENTRANCES �" RO—3/19/01 AND STOREFRONTS Wfr 4 r� CLtA tr b t" J,c t+� ,� 7Apya.,ws.-± r 1 J "••tr ...,,wrn+r..DY2,1(afi+R1IWJMt•Mwv`v4r..t!'^". - .� 1 7 j }. :i•ht1: ''yyr.):.1 .iY.tl..lt '.I,Y ') t... / ,,r .!'. � i i,,t•�' 'f •.. :. r f.' �.lr 1 .'i ..':7''.'."•� x(.S.'a.r,'i';-.'i��'t:t,Y-I Z:Ix'i,Yl:,if�,{.�,��lY,1F t�t1:. r ��'i:F( 1*,9jt !,'�+ .�i f. } 1J',�.,,,.,,1w., St.� .1�.{ f i. A,, 7.. )',r.' i x' 'A' .j. 1 ,7 t .i.. � y t.+t�•-,hf'�,��S,�;tSrk:hF` +.�'$ 1if1 nt`• i F{:i. S::x, '.t t�, +t i t.. :1 i ",t 't X f { Cs�'k7+c'� , 't• .v,{, •C � v..l ri 713 51, ..1 'ir f �, � �.t t i � 't.Y• r r ..t.y , .Jr l,w t.r: t tt�tl r � efeM1?i,.' ti�'.+`93.`'t!!. lii;s f�;t' i1rf',-r .;r i,,� f,_,r. .:t� t f r`; }� i,' > Y .t f:S• tilfiYy,.1,i, .'!a?�i tz,)y Ytr'#t., jtil'ftf .L . �.. '. JY .'!r+' s{.. Y x!,t�..�);•�r"1' i. 1, x .r.ri, t, � PS r , 4 3S r{r:•t.t �;15 l t.<Alt..f,..,l rv'Yr 1 ,! 5 A,.,:s rixlf ,t:, "'J, '',Y t'' si£,' �S ':f .��^i },. �� si .f/ tar'.{� ?'iA''y.�.�7, j'•''�r;'�R�Vt*C^' ��ry '.+'• , , , :1 J.......✓.+mwmx'+Fdi { riv+utd+Iladi4,v'veFNwwe.w.t„ ». ..,.,.nr.l i i.. ..:,.... t ,,,. "x..t .. ..:n-..-.....:... M....,... L ' ,•� � ,, ;r�t4F� (,r WATER POLLUTION CONTROL FACILITY EXPANSION CI'CY OF JEFFERSON,MISSOURI -- i i 3. Static-Pressure Test Performance: Provide entrance and storefront systems that do not evidence material failures, structural distress, failure of operating components to function normally, or permanent deformation of main framing percent of clear span when tested according to :.� members exceeding 0.2 p p ASTM E 330. °j a. Test Pressure: 150 percent of inward and outward wind-load design ,, pressures. b. Duration: As required by design wind velocity; fastest 1 mile (1.609 km) of °,u',:; •. wind for relevant exposure category. ' i{i"` '" D. Air Infiltration: Provide entrance and storefront systems with permanent resistance to air leakage through fixed glazing and frame areas of not more than 0.06 cfm/sq. ft. (0.3 L/s/sq. m) of fixed wall area when tested according to ASTM E 283 at a static-air- pressure difference of 1.571bf/sq. ft. (75.2 Pa). `Y E. Water Penetration: Provide entrance and storefront systems that do not evidence ° water leakage through fixed glazing and frame areas when tested according to r i. i ASTM E 331 at minimum differential pressure of 20 percent of inward-acting wind- load design pressure as defined by ASCE 7, "Minimum Design Loads for Buildings and Other Structures," but not less than 6.24 lbf/sq. ft. (299 Pa). Water leakage is defined as follows: it 1. Uncontrolled water infiltrating systems or appearing on systems normally exposed interior surfaces from sources other than condensation. Water controlled and cannot damage by flashing and gutters that is drained back to the exteri or j,rw ,s -� adjacent materials or finishes is not water leakage. F. Thermal Movements: Provide entrance and storefront systems, including anchorage, ;,.; 4 that accommodate thermal movements of systems and supporting elements resulting a}y�itt4�h „i :r from the following maximum change (range) in ambient and surface temperatures k without buckling, damaging stresses on glazing, failure of joint sealants, damaging loads on fasteners, failure of doors or other operating units to fimction properly, and ' other detrimental effects. ''" `%}"'` 1. Temperature Change (Range): 120 deg F (67 deg C), ambient; 180 deg F (100 deg C), material surfaces. ° G. Condensation Resistance: Provide storefront systems with condensation resistance factor(CRF) of not less than 45 when tested according to AAMA 1503.1. i .t a ^� H. Average Thermal Conductance: Provide storefront systems with average U-values of ?;{ , not more than 0.63 Btu/sq. ft. x h x deg F (3.57 W/sq. m x K)when tested according to AAMA 1503.1. A' i C54199-00 08410-2 ALUMINUM ENTRANCES �3 RO—3/19/01 AND STOREFRONTS : 'ri9r�S'S .,•...Y..,.,...---�.•.-, ,r.,c.. .r.n.wpgHar:r.Y'wTSUVfxuRtarrrrle�+a.uf�n•+.ea.M., 'rnWKVatNL'A3EUFGU{Idibdi9ni:�{?yl?9.4�Y7"�4nenw-�...•. ., x� n � :;j!',,ik,:r?�w.';�i:"Sp,�, ��r }tiI,{ t 1 t }' + �, �� ..+(•` U`��r� � � " ' S r J t z ' `�t ' i �:' •. ' { kt r r r i °�tip}» '•7•ii W. v r. 1 1 t » s. i t.f 41p t.k 5y.,� t a'. 1 sr` i' t_., t '' F+� I:. 1 t ,1�t�tt.rrf tj�t+,,�t R}�(�',8t { � •��. �....,.::.d,.a., +re.a.+„xnn"w.»,.e.,,..,.x.... ...•... '. ......•.,.....�.-,:. .,r<. .. ,,.•.. r.,, , h.+ w 1ff{r'.°t t r WATER POLLUTION CONTROL FACILITY EXPANSION !I(! .. CITY OF JEFFERSON,MISSOURI { 1.4 SUBMITTALS A. Product Data: For each product specified. Include details of construction relative to i materials, dimensions of individual components,profiles, and finishes. 7 j B. Shop Drawings: For entrance and storefront systems. Show details of fabrication and _ installation, including plans, elevations, sections, details of components,provisions for expansion and contraction, and attachments to other work. :? j 1. For entrance systems, include hardware schedule and indicate operating hardware `1, ;; types, quantities, and locations. C. Samples for Initial Selection: Manufacturers color charts showing finishes available for units with factory finishes. tr't:? 'r�',•; D. Samples for Verification: Of each type of exposed finish required in manufacturer's standard sizes. Where finishes involve normal color and texture 'variations, include Sample sets showing the full range of variations expected. {' 1.5 QUALITY ASSURANCE A. Installer Qualifications: Engage an experienced installer to assume engineering responsibility and perform work of this Section who has specialized in installing 1 entrance and storefront systems similar to those required for this Project and who is acceptable to manufacturer. 1. Engineering Responsibility: Prepare data for entrance and storefront systems including Shop Drawings, based on testing and engineering analysis of :1 manufacturer's standard units in assemblies similar to those indicated for this Project. > B. Source Limitations: Obtain each type of entrance and storefronts stern through one Li source from a single manufacturer. ,1 C. Product Options: Drawings indicate size, profiles, and dimensional requirements of entrance and storefront systems and are based on the specific systems indicated. Other -;r;t)ti'4 manufacturers systems with equal performance characteristics may be considered. Y q P t Refer to Division 1 Section "Substitutions." Y 1. Do not tended aesthetic effect as judged modify in solely by Engineer, except ' '�'°r�; t; '• with Engineer's s approv al and only y to the extent needed to comply with ;••�� performance requirements. Where modifications are proposed, submit comprehensive explanatory Engineer for review. lanato data to En i cc 1, 1 C54199-00 08410-3 ALUMINUM ENTRANCES RO—3/19/01 AND STOREFRONTS ��°'"�'; r,:,±s:�'S'•� IT j''�t"�;.q+ c�.mau�Wxcw>tMGjAU!raC'tn,Winfar-ra?x4vnt'�dly3pBap,IIWJnn.w .T-- " ,•... orxnw...r+«fsvn++..nw...............:..... �u}{•l�ra.�rt .. <I l} r/lt '�..{ ,rw '' S t i t ,s r t y t J ! t.1.; Y 1:)7. �tk r 4y:.'} if rT •Y4; t" e !' •Jr( !t,/1 •y t, , tr h '+ ; ,r �,j t r sn{3. t cif} ��')futtTt. �t ^=�,`flu � IS•1� f - r .:, ^! h .';` 'Il ie ;i7 ttt 3i al rt. � � �l s. �:. ., rt `rr Yt.t 17s rs).74f•�y�;;.iy t::;+,. 't.,l, .i.' r� .,. ;. . . ., ', r rr ..•, .�1j '.t' ,, ' `•t tsttsri „�`, •' 1x�1KTi1aw16�kjNHflMi+.YI.Vr«...u.,,.._ ..... ,r... .+sP ..tt .n rr,rwvra r e, ...tx. .,.,,.,, .. .,. ....W...,s .. a N•4..V+.a..a.... ,.e.... .. ....... t 1 y�f .)}t'� li. a!•r'•rni�.,a' .r+n x,.f.. ,�„a,;.hxtRlf..fR)1'lwlt y .! t t)ts t, : f � ! 1 ON CONTROL FACILITY EXPANSION WATER POLLUTION kz CITY OF JEFFERSON,MISSOURI 1.6 PROJECT CONDITIONS A. Field Measurements: Verify dimensions by field measurements before fabrication and indicate measurements on Shop Drawings. Coordinate fabrication schedule with It i construction progress to avoid delaying the Work. 1. Established Dimensions: Where field measurements cannot be made without delaying the Work, establish dimensions and proceed with fabricating systems `F¢ z ;: without field measurements. Coordinate construction to ensure actual dimensions correspond to established dimensions. 1.7 WARRANTY y,fit. Y A. General Warranty:. The special warranty specified in this Article shall not deprive the Owner of other rights the Owner may have under other provisions of the Contract Documents and shall be in addition to, and run concurrent with, other warranties made by the Contractor under requirements of the Contract Documents, B. Special Warranty: Submit a written warranty executed by the manufacturer agreeing to repair or replace components of entrance and storefront systems that fail in materials or workmanship within the specified warranty period. Failures include but are not limited to,the following: I. Structural failures including, but not limited to, excessive deflection. 2. Adhesive sealant failures. 3. Cohesive sealant failures. 4. Failure of system to meet performance requirements. 5. Deterioration of metals, metal finishes, and other materials beyond normal weathering. 6. Failure of operating components to function normally. 7. Water leakage through fixed glazing and frame areas. (.;•, ` C. Warranty Period: 2 years from date of Final Acceptance. ` PART 2- PRODUCTS t 2.1 MANUFACTURERS ,, A. Aluminum Entrances and Storefronts: Subject to compliance with requirements provide products by one of the following: 1. EFCO Corporation. 9 {''',; I, 2. Kawneer Company, Inc. 3. International Aluminum Corp; US Aluminum. MV 4. VistawallarYsit` f 5. or equal �hr a ,A VN C5-4199-00 08410-4 ALUMINUM ENTRANCES ' RO— 3/19/01 AND STOREFRONTS .I.: ,R•...r t'i""” 'r'�s.MrxpNta4a6Wit'IP1f''Rra'YXX+tPwwi�/MA nn.'M'�•—.- ^.o•.,,»wa+rtoFttu:twc' 7ittetUpl�itti'vY{�)'r"`"'°a ��. �) t fY r t k t t ij{.. •.. .�;.��t, f`3�0:: 'r t`�>`p,�??4 ryr } s I. rJ fn'1 :,4. r.t`. .�,�r, i' ' ( t.. s. fY)i il,. � '!1 'a?ktd rS7�4.R4 1� (,'t;•ri�y��r�Kt .A.� .:}3', 4 �;• tY �� J: � ;; a....., ! t.� .f, . < ii 4 y f :/ aJ{ b'a �y�'�T�,�`f(f;�✓: v� •h.F �,��},`�F,}� .(�� IT4•i Y'i'` ��7? r r�'F,, 1 4 ' ''� Sf � ,,a r s4�{ >l+�t:L."Slt i rJ.t4,�t Etp � � i t i 1 , t r t i s r ) 2 i t' .•r. f�t't ,yt,`.Jy�1it� �Y;"�r'td I �f °�': xpd�'� :'4Y�Y't�t�. �k{ l .yyn{,.t t.,r;. s i , ) � } �' t ' }f 't 3F .i s t�Iy lh�yyj rKY�,�'4:1 ,i • hSX�i`�� 't f.)',4 IJ .! r 5 (. ..y 'S i .1 4 ff � ;4 i� i34xs tr)t.;#tyi''S�U."vf�t'4:?ti;x".•4 �i� ry, vt.',,�t. r r , 1 `, ! ' 1�_` t i Ci' i`;,r�'a'•.,1,r4 f4f 3''a,.}�y":a4 , l lilt rt t � + I '. . t t t7,:t�;S��{tt'•�?�IYS2 1�y�1(�v�.�=CI ..S.,,t.:,,...«,.ew..�w«ro,e.,Nwrranvn,..,.,ivr,a..,....... .. ' .:_....._.. ,;•.n ra., .•�,«..,... . ...,". .:. �� ...... . ..,,..... d,.w,n.,,. ....«..., i{� 1��}fl�rlt3t��'{�:. ,I�� .. , . �..::�,. aft.=•,y•. , WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI 2.2 MATERIALS " �K rf A. Aluminum: Alloy and temper recommended by manufacturer for type of use and finish indicated, complying with the requirements of standards indicated below. I rt {{w -� 1. Sheet and Plate: ASTM B 209. I 1,k ,•� _f,�J 2. Extruded Bars, Rods, Shapes, and Tubes: ASTM B 221. 3. Extruded Structural Pipe and Tubes: ASTM B 429. '4 p 4. Welding Rods and Bare Electrodes: AWS A5.10. ,;, ;^ B. Steel Reinforcement: ASTM A 36 for structural shapes, plates, and bars; ASTM A 611 for cold-rolled sheet and strip; or ASTM A 570 for hot-rolled sheet and , lE; strip. C. Glazing as specified in Division 8 Section "Glazing." ^j D. Glazing Gaskets: Manufacturer's standard pressure-glazing system of black, resilient glazing gaskets, setting blocks, and shims or spacers, -fabricated from an elastomer of type and in hardness recommended by system and gasket manufacturer to comply with �T ;.1 system performance requirements. Provide gasket assemblies that have corners sealed -L� with sealant recommended by gasket.manufacturer. {; r { E. Spacers, Setting Blocks, Gaskets, and Bond Breakers: Manufacturer's standard ?"(, x x. permanent, nonmigrating types in hardness recommended by manufacturer,` �:`��%'�i•-�`'1 compatible with sealants, and suitable, for system performance requirements. V F. framing system gaskets, sealants, and joint fillers as recommended by manufacturer for joint type. G. Bituminous Paint: Cold-applied asphalt-mastic paint complying with SSPC-Faint 12 requirements, except containing no asbestos, formulated for 30-mil 0.762-mm C„ thickness ss per coat. H. Sealants and joint fillers for joints at perimeter of entrance and storefronts stems as E.. specified in Division 7 Section "Joint Sealants." { r,:,,•'v`{: ; ' ' 2.3 COMPONENTS A. Doors: Provide manufacturer's standard 1-3/4-inch-thick glazed doors with minimum 0.125-inch-thick, extruded tubular rail and stile members. Mechanically fasten comers with reinforcing brackets that are deep penetration and fillet welded or that incorporate concealed tie-rods. Refer to Architectural Drawings foz.,r ,- r door size. 1. Glazing Stops and Gaskets: Provide manufacturer's standard snap-on extruded- :., `l •. aluminum glazing stops and preformed gaskets. 'k , ;t 2. Stile Design: Wide stile; Over 4-inch wide. C5-4199-00 08410-5 ALUMINUM ENTRANCES ? •I a �' r. RO—3/19/01 AND STOREFRONTS +ri'QtT';.i r�+ MF�F�4NkVF' i!'w'�%�� nR.7utdCMx+!'nM ....,ww,aorerW .e�N.ru .-w�.—^ } , r{M �'�'.;'dp•11+.1' t��JiF�}1N, t.. 1,J,.; '!{. , at t' I., rf ° ; ':�t S t �, z �•r ; +. S, %S�`a..s ',�1l� .yl �;r.7.r�y,,i, •FipFYJir (�"y�,. ). .Y{jaa�t' � �l...It 4 • L t� (. { '1 S I 1' '1 f / 1 .!(� I'.:1 t.rt{lt�,a. ��l'�(7;� f�}X��K�,:j�'�f ti�i fl t�}i t�C'tyi '%A.( .{ s t`, >,� . , s:r t � , ..k, = r •S }! cl`e 1p ( t > {rf '�} _ �}" ' i, sty. 7 �• J�, 7 , I ICI { ..j ttk- rot +i .V'S to,, / .4St s '�'� +' } , � 4 Y}; i. ti•,; t 5, 1 , 4t1h JVt �,r. J :•,r ,''�•?;. IL ' t Y i `• ; SY t H I t 1 l. r.•✓N'Yff1'YIYA'11'fN, :< i'Il� YF ,3s .. : 11 :...,v✓ «h`:A8 a.5 .^r..f(t R.Nt♦ut,v,,rv✓..+:. ..".:... ..t. . ... i lr, + )f9' yiaibiw,va,a,c,,,t,ti,rta,,..�Y.r�.: ..... .:.. :. ....w...�.. n«i •. ,. .. t:i t"r.,��S ) i t .a,}fi�jt 4 WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI { f: rcements: Provide manufacturer's standard brackets and l B. Brackets and Reinfo - ' reinforcements that are compatible with adjacent materials. Provide nonstaining, . nonferrous shims for aligning system components. .1 r's standard corrosion-resistant, nonstaining, G. Fasteners and Accessories: Manufacture 1tt d r t'. nonbleeding fasteners an d accessories compatible with adjacent materials. 1. Reinforce members as required to retain fastener threads. 2, Do not use exposed fasteners, except for hardware application. For hardware •• r , application, use countersunk Phillips flat-head machine screws finished to match framing members or hardware bein fastened unless otherwise indicated. }• 1'' �"` ' 1,? D. Concealed Flashing: Manufacturer's standard corrosion-resistant, nonstaining, ! nonbleeding flashing, compatible with adjacent materials, and of type recommended by manufacturer. " 7 E. Weather Stripping: Manufacturer's standard replaceable weather stripping as follows: Compression Weather Stripping: Molded neoprene complying with r =� ASTM D 2000 requirements or molded PVC complying with ASTM D 2287 �a�+a t requirements. � 2.4 HARDWARE A. General: Provide heavy-duty hardware units indicated in sizes number, and type i recommended by manufacturer for entrances indicated. Finish exposed P arts to match , door finish,unless otherwise indicated. B. Offset Pivots: ANSI/BHMA A156.4, Grade 1 with exposed parts of stainless steel. 57 Provide top, bottom, and intermediate pivots at each door leaf. sx_ ?=r ';:� C. Closures, General: Comply with manufacturer's recommendations for closer size, depending on door size, exposure to weather, and anticipated frequency of use. 'i ,;xy,.; '. pft:jc i1''i.: 1 sdiction or "'�''' 1. Closing Cycle: Comp y with requirements of authorities havin uri ~,. rr; °,�'-,';,< .� the Americans with Disabilities Act (ADA), "Accessibility Guidelines for g Buildin s and Facilities (ADAAG)," whichever are more stringent. � `;.';. ,t. . Nye 2. Opening Force: Comply with the following maximum opening-force ` requirements for locations indicated: a. Exterior Doors: 15 lbf. ANSI/BHMA and as follows: D. Overhead Closers: 156.4, Grade 1, thgL Nonsized, nonhanded, mounted to head of door: a. Basis of Design: LCN• Product - Super Smoothee Series CS-4199-00 08410-6 ALUMINUM[ENTRANCES AND STOREFRONTS RO—3/19/01 }`� } !�h"'^ '.ro'.wy+7W�!NWy�w b1:WJ.51�.NY2iM,f ekkGWLf-pAU� •.+• -,w ohs.+emxryN:Y.U1b et%4aF1DD lYJ'ktWdhtltu,x'ra'^Mw.�-^�'^ i 7"7"l., 7. : .r'�1jr'"7.1 f.v. .}:�.,,3 r.. ,w✓......... .,++.wr , t: .' �1 f4 j� t('1.II,t;IS�.KA��" � •s t ✓Y✓ + t ! f �, 4,Y•� ''f '" 7A: + i _ 't rl a�,}.•S~ r r, t'" rll. ! iF, tr{; } .�. �t rr:t r .Ir.�,2 , I.., � }ity �P�+y ' j . yr, , I t •1 , ,, : + }' t Y � tt 3�frA,y�� , tr .,, tits f itc lv �t ;i {i'ff x7 yi i T It, 11 .� .Iyl. , yr t �if,e. t r - ,.ev.r,+"H-✓,!♦,Yf 1W V.xn.1M4 r�.u.-..tw.�,.s... .....,.,e, { j t r '. ......,u,M•+M,vyt"nrN,.u•:C.rxr.«+nw.na,r..... .,_..,., ,, ,,...,....n.� 'r_. r. .. { . � 1 WATER POLLUTION C014TROL FACILITY EXPANSION CITY OF JEFFERSON MISSOURI I' ' ' 1) Parallel arm 2) Adjustable back check -� 2. Back Check: Adjustable. ' _ 3. Positive Dead Stop: Coordinated with hold-open angle, if any, or at angle 771 selected by Engineer from manufacturer's standard options. Section"Door Hardware. E. Cylinders: As specified in Division 8 F. Vertical-Rod Exit Devices: Concealed, vertical-rod exit device complying withb ; ,,:,.•, i is released b a full- ; . UL 305 requirements, with 2-point top and bottom latching that y '' width crash bar or when locked down (dogged) by lock cylinder or retracting screws , -. beneath housing. 1 G. Pull Handles: Finish to be clear anodized. 'j n 1 tT i H. Thresholds: At exterior doors, provide manufacturer's standard threshold with cutouts �yt it• �;•`;,; � coordinated for operating hardware, with anchors and jamb clips, and not more than 1 z..'. 1/2-inch- high, with beveled edges providing a floor level change with a slope of not 1:2, material: ;j more than and in the following Material: Aluminum, mill finish. .r Y ar'i•''''' I. Weather Sweeps: Manufacturer's standard weather sweep for application to exterior k a{t door bottoms and with concealed fasteners on mounting strips. �,•'�� J. Magnetic Lockset: Provide magnetic locksets for interior double doors at entry ' vestibules, with integral card-key access switches (outside) and push-button or motions-' h> of sensing switches (inside). Itct•ia•,:c:, 1. Coordinate location of access switches with Engineer. 2.5 FABRICATION A. General: Fabricate components that, when assembled, will have accurately fitted joints with ends coped or mitered to produce hairline joints free of burrs and distortion. components to identify their locations in Project After fabrication, clearly mark comp it1�_Y s. tr according to Shop Drawings. and free of defects or '•�'u'f `, B. Forming: Form shapes with sharp profiles, straight g: .r;;ri j wA, t deformations, before finishing. C. Prepare components to receive concealed fasteners and anchor and connection devices. -r', D. Fabricate components to drain water passing joints and condensation and moisture `'ts�4tip:: occurring or migrating within the system to the exterior. 08410-7 ALUMINUM ENTRANCES C5-4199-00 AND STOREFRONTS ` `tt. RO— 3/19/01 c,--dt^s,^^^usgy-��s� , 'ra .•`� .yrrM/ne IitaWx"v"'�'•„ '"„'«+yrrrau,Mf6RGiMAhSA •i �1 •, t�. i , , 3'd'tr} 't i¢L'{.t ��f'4`r,�le;; .[ ...;..,•w! +�o+rwrP�.y!s±q"�?+a'nsniy�StS'"' "'''NK7i, i`�A�t,"n,?T', 'is a. i '.'ft } A � ,7, t�, ty its .y r,.y 7t, ht,�r;"tr7 (ti !Y y {,T� ( ,� r i� t,t! l y" %s t , 3 a � ";?„�'�` lil•t' :�. o' ^€ '� •t';Tj ,+s P 't - •i <i , t, r y} T. i.�t r i ti' '; .�. t� 1 , ( 7 ,�y , '.n MN.ru:n.vnk+.M+W3,.Mr•«�.ren.++..w`e.w+r:.nm.........,... .' .«.....v w.nn .u...,r.::.,.1 ,..,.......... ,...i....r.,a.,....... ... .........,....r.. .^r ..s r.t rr:..r ......._... .. a _.... .r t f 4 y li it WATER POLLU'T'ION CONTROL FACILITY EXPANSION 777 CITY OF JEFFERSON,MISSOURI i E. Welding: Weld components to comply with referenced AWS standard. Weld before finishing components to greatest extent possible. Weld in concealed locations to greatest extent possible to minimize distortion or discoloration of finish. Remove weld spatter and welding oxides from exposed surfaces by descaling or grinding. s... i F. Glazing Channels: Provide minimum clearances for thickness and type of glass indicated according to FGMA's "Glazing Manual." °,'z•°r''`J :'"_:';,' G. Metal Protection: Where aluminum will contact dissimilar metals, protect against *at galvanic action by painting contact surfaces with primer or by applying sealant or tape recommended by manufacturer for this purpose. Where aluminum will contact concrete or masonry, protect against corrosion by painting contact surfaces with bituminous paint. H. Entrances: Fabricate door framing in profiles indicated. Reinforce as required to support imposed loads. Factory assemble door and frame units and factory install hardware to greatest extent possible. Reinforce door and frame units as required for installing hardware indicated. Cut, drill, and tap for factory-installed hardware before finishing components. { !` ` 1. Exterior Doors: Provide compression weather stripping at fixed stops. ALUMINUM FINISHES I. General: Comply with NAAMM's "Metal Finishes Manual for Architectural and �.%�'' ,`r� " Metal Products" for recommendations relative to applying and designating finishes. J. Appearance of Finished Work: Variations in appearance of abutting or adjacent pieces are acceptable if they are within one-half of the range of approved Samples. Noticeable variations in the same piece are not acceptable. Variations in appearance of other components are acceptable if they are within the range of approved Samples ,j and are assembled or installed to minimize contrast. ' 17 K. Finish designations prefixed by AA conform to the system established by the ,• ,;;;;;,,;>r '.t:?' Aluminum Association for designating aluminum. finishes. L. Class I Clear Anodic Finish: AA-M12C22A41 (Mechanical Finish: nonspecular as fabricated; Chemical Finish: etched, medium matte; Anodic Coating: Architectural Class 1, clear coating 0.018 mm or thicker) complying with AAMA 607.1. r. ,f Vie; •A 'i$..:^'' 'i» PART 3 -EXECUTION IP 3.1 EXAMINATION A. Examine areas, with Installer present, for compliance with requirements fori '.•., r1'?±r51'o;��i r<RIt�t:'V' 'kH+'.M installation tolerances and other conditions affecting performance of entrance and C54199-00 08410-8 ALUMINUM ENTRANCES ° RO'—3/19/01 AND STOREFRONTS 73 Y Mrrr+trexru:v !rr�:exuwe+.,+•.•• - -- ..wswrw:aY.tireetY(M7�1S+'.l9p.Y3htfJ4a`+x'ut'sxw..,.. - i,.-r- ,� r.k, lY� � � ,''•� If „*it's+'. t , {`r.^r. w,wrMrw jai sTAJ+ r+ r; Sr r r .t 'Hir d'i1tY !}yr,.. ;} .��' r � r ' 7 : " ' ,� '.ti.'1� 1,kE , r''c�i..�ttl .7�tr'��. ,�E-'t 7„`•j7, i A 'r 4 ti7r. rg x (� '{f 7r7'+'t 14 9r f0p fi�J7�'f`YJ�G z ,,� 1 a ' S� 't!9 4 s�k, ,Y• rt. r �j. ,."* .. ... + � .t t P, I:P rj �� is e:.•r WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI , storefront systems. Do not proceed with installation until unsatisfactory conditions have been corrected. 3.2 INSTALLATION L'iY -' A. General: Comply with manufacturer's written instructions for protecting, handling, t,t t;f and installing entrance and storefront systems. Do not install damaged components. Fit frame joints to produce hairline joints free of buns and distortion. Rigidly secure nonmovement joints. Seal joints watertight. B. Metal Protection: Where aluminum will contact dissimilar metals protect against r . galvanic action by painting contact surfaces with primer or by applying sealant or tape t n recommended by manufacturer for this purpose. Where aluminum will contact concrete or masonry, protect against corrosion by painting contact surfaces with bituminous paint. • • .} C. Install components to drain water passing joints and condensation and moisture occurring or migrating within the system to the exterior. D. Set continuous sill members and flashing in a full sealant bed to provide weathertight construction unless otherwise indicated Comply with requirements Division 7 `.° � , ply rquremens o v r�sion •'eta �'z_'F�#!�,�';•;:-;5�� i Section Joint Sealants." yip }1s4 , { E. Install framing components plumb and true in alignment with established lines and g F p g 'j grades without warp or rack of framing members. 0"t ON P b grades ;'AZ':. ,• �.� F. Install entrances lamb and true in alignment with established lines and without warp or rack. Lubricate operating hardware and other moving arts according i'''�" 'V" to hardware manufacturers' ~ I turers written instructions. ''•° ,:7s,;",',�1:.:. ., 1. Install surface-mounted hardware according to manufacturer's written instructions using concealed fasteners to greatest extent possible. G. Install glazing to comply with requirements of Division 8 Section Glazing, unless otherwise indicated. 3,3 ADJUSTING AND CLEANING � A. Adjust doors and hardware to provide tight fit at contact points and weather stripping, ' smooth operation, and weathertight closure. � {f`f tC 19�,. •• B. Remove excess sealant and glazing compounds, and dirt from surfaces. tYl C54199-00 08410-9 ALUMINUM ENTRANCES •; RO — 3/19/01 AND STOREFRONTS 4 �4 r �r ^T. t•�,° � r r.: ;v�`waw��uati�+M+wq+r+n�'�na'eF.uf�tah:+im«.n*v, .«, - °—"....,*w>.ruxrr.:�n�.�ryrpr� '~"..^ .+„ """t'y.M+�nwe+ra. > •a r {ti �,K �;� .v�: .> >c t , ! Y ,, „�:• far [l+rr', � :"l;x 1,�. ix'•« ' r S i ;, J`� ( �'t 1 � '' 7 lit,�i e73s. s`�i��l 1 ��{{ ��r�t. ti, f,}l r, w'r {��'} t +! �,, <.'}+ • - s .t. t�: tr� �"t 1, S �,r`'/�F s+!;.� ir( �� ,yi di'1��1r .�_ r •... s t i �f5 t; P+ ,;h tl�l,r ,P,, ( 'i,.�, ,ri^��F� ,;,. �ps,y, t •`' t �.a+t: .. •:1 F.:ss .n. +r � f t.M,r s.v •..fi n ..Jta"'w`u'tt�cii,Nt�„�:��i ,\. o-N,:, k{. � F y't` .tiElid i��i. '� i. 1�, � •3 .f ty ,Z. 2! ,�Y ,}, a��f^ � :�,.. ek.. ,rA ti},Y i�t� .•f� �:F {�{:.t"i�f 3 6y�& � .t. l:'F j.a �r ,, � 'r t .y,.. 7... s I .,;tx'a" l' v ,� 1iSd a ��,cY' r t '�2'�al�t`i�a7 7i,f r� .y i T t�. '�,S °� t...t", so, ![�'s.. UFl7�� '!!'' •S: ".e + r: ��:�k;. .� � AiiRy) �,�¥{ tis�.t,+;rC fi ti tvt _ .+ a aJ !✓ ,7�` �r }�+ �,�5 �' , :i,' t "�^�� ± �,; z.Y=+� Y7-f t r• f t r r i, zS t� VY7� ¢�3.� r��.y��.:Zs�t�'I� �r'`��-Siy�+?!�'4�4 4i� �lC,� ��r;,.�` 6 r;, ��''��- �� ti h ! tt2s. k. '��r. � s� f i y �cs'I �. tay�?)'tt#, }%'r � c•,+'r 'A'� :f '�d`.1 w,,i�]�Sj� •y��, i.,{�r'ag lj<�,1sF1�•,f ,� c i 3 3S � � {S e t n `7 ', c ��t7 �#�. ��4�':i� '� '�'�s �+P4 i`Stl'.'t '�i o , .} h'S -•b'�-^,�.r, �',hy�;y t6Y��r"ir':jS'L,'t'i4ti'di o 1 i P ,� t tl .t r t,.Sr�L s� raf � { � yl� #.q�,., �. �, ,� •,�y S 9 H 1�;.?�`1�ir+� ,.�y sJ ;J. � G , ,4 q+J t ..�.. t� ^ i,,��i !.� 4.e.,{m , f�,. li�i .J�k�' � J. f i'�.,[�A�g•'�o y h3to,,,n1iF+' � �3 •. � '7 4 i < ° r L J �7r �n I G .11 .4 rS• � {�J�rf:-'�� .° }9; 5 . t .,,., it..,, ,J.�'�a ...,6ailk«r1r-Giiet�iii�#bitf�x�f` � k>Qrn+ariati<wR.frl�Mh+tan�'s;...a.;_,..z;;:FJ._.;_F:..ar•.r..�'�«Sci . WKL r"'��r •v' WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI ' R'v 3.4 PROTECTION A. Provide final protection and maintain conditions, in a manner acceptable to ; manufacturer and installer, to ensure entrance and storefront systems are without .g damage or deterioration at the time of Final Acceptance. } ! ,V END OF SECTION 08410 �tj)k 4 is Pr <.�ar € C5-4199-00 08410-10 ALUMINUM ENTRANCES s ; f. RO-3/19/01 AND STOREFRONTS �+ t � 9 t",5��`t,'�,�} ��t �``�sr- t�� '��t •crJ2zsx-i�f�k# 2�L' u ��, r � rn �s•{wf k :1i r e rs za�� i. 7 .7e .� .i, t�7.. r. 1 ,k ! + r.:' :.t.• { .t 44 .r s J +M✓ ¢}i t`a: Q ' nr„ rr4 C. .it a 5} } ' r \e t �` t ; 542}t7r t 51f 6•F tt f f tt .1 r Py +. �r t d (tr�5left{thy in rt,y Y, ih , . i ` :l-. r w x tlr .j T �S c��, Rt•}!p4 cS,'r .....%.iw.ir,.yKlmtiitntrtrwrrr+lww':,.wt:.a•..._ ,...» ....,. ..,xw:.w, ,«.f ,.,.,...... ... .. , ........, .... ... .. .. ....»,......, i+;n„lnti+rxr*nxth'x^n n,ls!.:-wc,,.bw..,......... .. ,.:t ..S.,S.... t' ;j t Pt Ct Jr l�� K:1 1 !5 ' 1 21} ,IS Sf ' WATER POLLUTION CONTROL FACILITY EXPANSION 1 � , .� CITY OF JEFFERSON,MISSOURI SECTION 08710 - FINISH HARDWARE PART 1 - GENERAL 1.1 Description of Work A. Work under this section comprises of furnishing and installing hardware specified AIjo herein and noted on drawings for a complete and operational system, including any electrified hardware components, systems, controls and hardware for aluminum entrance doors. B. Items include but are not limited to the following: { 1. Hinges. ' 2. Flush Bolts. . � 3. Exit Devices. 4. Locksets and Cylinders. lij.'•,r 5. Push Plates-Pulls. 6. Coordinators. 7. Closers. -`r•�. F '"�_' 1`'`:.,,`1 qty#.�„y'f ,✓'',,;,14'`.i 4�5'1 rti it 8. Kickplates. i 9. Stops, Wall Bumpers, OH Controls. 10. Thresholds, Gasketing and Door Bottoms. trry s gFsrt� . 11. Silencers. 12. Miscellaneous Trim and Accessories. 13. Electrified Hardware Items,Controls and Power Supplies. ' 1.2 RELATED DOCUMENTS a 2��1�'4trlr A. Drawings and general provisions of contract, including General and Supplementary f•; i 'y,;4rt5:`. , .rn � t2,ySr , ,s ;,•;. Conditions and Division 1 Specification sections, apply to this section, 1 •J �FYft k, 39tr/�l rr� 1.3 RELATED WORK A. Specified elsewhere that should be examined for its effect upon this section: Q 4,, t;ttt�.�((tt}'Fl•� 1. Division 8 Stainless Steel Doors and Frames. 2. Division 8 - Flush Altuninum Doors and Frame. 3. Division 8 Wood Doors. 4. Division 8 -Enhances and Storefronts. 5. Division 8 - Glazing. ;' ° �p1`.t N�y; 6. Division 16 Electrical. ; xy'/y�' �' ��'.�,�,r}Ali•,"r�t Zc�41",.�. v ri. C5-4199-00 08710 - 1 FINISH HARDWARE RO-3/19/01 f rt ,t ,`t. i.,4F`1�y.i f airtt,r3.Y e1"VV.Wµ•;'1'f C t�e.t'��r;1'.1 Fy Vµ':N1.f �I s>r`:' V {. •:..,•.r•`:t.),.. ' 771""' � k tL"t." ,fr^ �F ., ,-ti• •s:;,t,s,r.=... ,•1: .r$,,e:*'f / �'�'t ,, + , ,r: f,' �� e•' t art , r a y{rfr"�+r IM1•,r fi,1 v¢!'1•i `.t��,tLy}?Ij.'F.•,(S"lipp"+rt A 'Ir' .i R- ,:4' t .r 7. t t ail c' '.�f ''lf`i.5'1 'i u:i`` t�?1 t i'iy .x 1 .r; ( lli.7_::L �. ...i'a� >S:s^ s�4` �,',:4;;. %4"l a F'.1b .:f, !s1( <�, ) S{1t4. I; ,.i� i� iy, ":Jgrlq: .t.Iiyy •fir.. 'r.'' TTT��, ..1 ..'1r .{f+ ::�7C: >{'•" y'( t i+�s.�. 5i .F. {', 1 I. yt. `+t( t `t / aS.t1'41 � ..i.,. �r t .:ft� l ..:?rr•ZZ)?Jilti.d+`:,�{�•o. ;a� ,::`£ yi�l..l�r ..L, t.•.ft .s+r .v ',' + ,yr ? `? i'!k 1. r f !r 1,. .'.ty.r y��,,,.,./51' } .li• •?,: r:. F ,.1..tr'+'r,•k�,sCF! v ::'...j; t i .4, tp.,,,' '�, t It<.. r1 ., ) 1`!'lS9t t.t..f, F}11 ,hl. 'rri'S7 y"+'f;.f) s•.( � #:r` 9r"",, i�`t t S i.sf�,Rk.a • �:Y`'T .:a •.r .,i. '�''f. "�:• .>,,,.f1. il. ' :( ::` i .,{.,, 1 f .E r":.. .S` 1.rr,.;'.` r ,{ JS,.�••; r Srt ,x..r.' ,r r. , t i. t , i y r {y ! ':', + .,1`� ,{r 4 Rriy..r'y 1 � � }t F7•';„•�t:f;ti ri r., 'iS St'11 i � t ::y f �r c,• 1 Y6 t11i'Ptt" 'I j { fit. �♦ ' i�, 1j ; ,t ' ' M � .4 .. y t P •i i t i;J;4r d��. A#B .j. tiah�NmewUtiv'r.�.4J:a+iurll,.nr.+w...•......•.,,.. .. ..._..»...>,,.u.. .w r.xrv.,r. �t. „ .r,,,s. ».,,,.> „ r..n...<....•,..,. ... ..... ,..,...•a,+..r:nmi.,.:Nr ax...w.±wa,,..,...+t........,.. n. ,T�.,.w.u�.uw�Mr15�'� �.y'7�I�b.r3 d��'�1 WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI i 1.4 REFERENCES SPECIFIED. ^ A. Subject to compliance as directed: { oi 1• NFPA-80-1995 - Standard for Fire Doors and Windows. IM � 2. NFPA-10 1-1994-Life Safety Code. 3. ADA-The Americans with Disabilities Act- Title III -Public Accommodations. 4. ANSI-A 117.1-American National Standards Institute - Accessible and ' Usable Buildings and Facilities. 5. ANSI-AI56.5-American National Standards Institute - Auxiliary Locks and Associated Products. .;. 6, UFAS - Uniform Federal Accessibility Standards. 7. UL -Underwriter's Laboratories. S. WHI- Warnock Hersey International,Division of InchcapeFesting Services. 9. State and Local Codes including Authority Having Jurisdiction. � F 1.5 SUBMITTALS 44 ' A. Hardware Schedules: 1. Submit copies of schedule in accordance with Division 1, General Requirements. .;/;�,,,��.;.s�;��•s; i Schedule to be in vertical format listing each door opening, includin : handing ofrF �ytg�,r,• , � g g g opening all hardware scheduled for opening or otherwise required p g r q to allow for {i�'�zh,'•:t{�.,� �r•},�;`,�;'�� l ,• � proper function of door opening as intended and finish of hardware. At doors with door closers or door controls include degree of door opening. P g Supply 1 Y the �± schedules within two weeks date purchase order is received by the hardware ; { supplier. 2. Submit manufacturer's cut/catalog sheets on all hardware items and an required " g Y q special mounting instructions with the hardware schedule. NA' �'rlr;;' r:°; : 3. Certification of Compliance: v ,. a. Submit any information necessary to indicate compliance to all of these P;,� �'�� `�T, f.��J r�= specifications as required. " b. Submit a statement from the manufacturer that electronic hardware and systems being supplied comply with the operational descriptions exactly as t 'i • : ¢ ' ' specified. :; 4. Submit any samples necessary as required by the Engineer. "L ! ` `' S. Templates for finish hardware items to be sent to related door and frame suppliers within three working days of receipt of approved hardware schedule. 6. Wiring Diagrams: Provide complete wiring diagrams for each opening requiring electrified hardware, except openings where only magnetic hold-opens are :i specified. Provide a copy with each hardware schedule submitted after approval. , C Supply a copy with delivery of hardware to jobsite and another copy to owner at time of job completion. C5-4199-00 08710-2 FINISH HARDWARE `^ RO—3/19/01 Y��+�,{.:tp t-* r�.Ii�t2''�6`�yi'tt:`•i�� Y�',UYftLW/�N,hFMM+,AMw..w.r...—..^ ,r�r. -....,....e,�n,N�ttyWU[Y25A'iR1YF'0?i+Wwtilll W*�` f1,.�•1�.,�a�^^+ `4^rt •� •spry t r^,?'v, i7r t � Tr t.. .; .{ C .,> .� .5 4t 1. �d rk� .13t'M1°\li,!J yj't'jy',q '� + .>vfahr� 4 ;.t�n}S Y$t. 4r ;! 4 't ' ..:' .�7•IlNth3't'�F r t ,.<J !i t r!� v;i tt .•�. �. t - , J a rJ...Ittrtra°��EJ.�tz`+�:{'✓;Xyhttj'.t:�?`.. fJt;� rp i7 r; �{. .r } -,�a•,1•^. Ir �r ,;�4 r',' f ,.i' r(t . r tr . .a ., t>,.xti. 1�.� .rrS.t"�.4kt a•+"ry'��1"fjiv, t:<' Y: i+ ;� ,� ��+5,rja ',N n.r t i�l 4${ t ,'t,t f. 4 i • ,;:. t .:i.I ! t t .t.i a 1 ;/kt 11 tS� tl r, ,.}ih, 1�x.h�j Tir 3�.fi ' 'tJJ',11.c. `�,f- �' ..lt t,$i i». r +� 31 t ' .tl ,;. tS 1� .,. Sfl,,,!>•iZ:•u�1rrJ't 1' M" �9 r. r f)j.-J) .,,il T l > t 7 z 71 1 t � ry t f r !. Pt!a t;C '}IBS r 5,}kt�•ki� l�kt�'�'}�? 5�� ±f .+t tl tt tt � � 1 .;r _.• ' : , r , , ,'%7 ,t. �u f r Z�i1 ;r i np� ? t° 4 3t �, t� ��til`r��r x rtA+ ✓.,r., r J�. e . vr : ....., .l. . • A t � t i 2 xjt . WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI 7. All electrical components to be listed by opening in the hardware submittals. 8. Operational Descriptions: Provide complete operational descriptions of electronic components listed by opening in the hardware submittals. Operational .-� descriptions to detail how each electrical component functions within the opening incorporating all conditions of ingress and egress. Provide a copy with each hardware schedule submitted for approval. Supply another copy with delivery of hardware to jobsite and another copy to owner at time of job completion. 9. Elevation Drawings: Provide elevation drawings of electrordc hardware and systems identifying locations of the system components with respect to their �,., ,y,f ; X i placement in the door opening. Provide a copy with each hardware sch edule �n«, c� `,J:.•.;3 submitted for approval. Supply another copy with delivery of hardware to jobsite and another copy to owner at time of job completion. j 1.6 QUALITY ASSURANCE ; A. Hardware supplier to be a qualified, Factory Authorized, direct distributor of the products to be furnished. In addition, the supplier to have in their regular employment an AHC or person of equivalent experience who will be made available at reasonable times to consult with the Engineer/Contractor and/or Owner regarding any matters affecting the finish hardware on this project. G, . .,, B. All hardware used in labeled fire or smoke rated openings to be listed for those types of openings and bear the identifying label or mark indicating UL (Underwriter's �:� " Laboratories) approved for fire. Exit devices in non-labeled openings to be listed for 't`4.`.:i :i•�' }± panic. C. Pre-Installation Conference for Electronic Hardware: Prior to installation of electronic hardware, arrange conference between supplier, installers and related trades to review . '.. materials procedures and coordinating related work. '"'" r •- �';tal t1.. t' 1.7 DELIVERY, HANDLING, AND PACKAGING A. Furnish all hardware with each unit clearly marked and numbered in accordance with the hardware schedule. Include door and item number for each. !r t B. Pack each item complete with all necessary parts and fasteners. C. Properly wrap and cushion each item to prevent scratches and dents during delivery ?s and storage. +k � 1.8 SEQUENCING AND SCHEDULING A. Any part of the finish hardware required by the frame or door manufacturers or other 1 suppliers that is needed in order to produce doors or frames is to be sent to those 3, t a,. suppliers in a timely manner, so as not to interrupt job progress. 4 5'3 7 C54199-00 08710 -3 FINISH HARDWARE :; RO-3/19/01 , 1 � t .1��grn^�.•..+.,+wte.a•n'N"r"S'.t'.,'^r..w wr.n.^t.Fwtrw:p�iii� e+m.--- ...++srra.aeuraP)';w'tvwwrarw•« ^-.,.wo-ww, !w.+•M^.r"."'^"^""�'T"q.yr t1� S 'k ��,^^' r;;i✓'.il1�1.� tt. , {,. c ,,� I ,, i. ' I s '; f1�{ f ':t,', 'Rlr .kt'Sf, <�t'j�'s' rry,t`�+C{l; ,�: •i;. :+"�F `1' t.,5 + � {ki Ott 1.. t ,� , ;i ,{. a,1t'N .�.?aZ , } �nk' ?��z�it•;`:' t i t , t o Srt ! r `t 1.,q .. ;" !- + ., ,.,... 4, ...o. .. .. 3.., ..n,,.. ,„ .,........., . ....:�,...•...,. ,,.rs. "r,rnbua<v,..,,.». , ,..,....._a.. _.. .. ., �.5 , i !i WATER POLLUTION CONTROL FACILI'T`Y EXPANSION CITY OF JEFFERSON.MISSOURI ` 1.9 WARRANTY A. All finish hardware shall be supplied with a one year warranty against defects in materials and workmanship, commencing with substantial completion of the project position switches in concealed closers to have a two year warranty and all excep t door p Ell, door closers to have a ten year warranty. PART 2 - PRODUCTS r��'��wi�� f}�:•,, ;; 1 2.1 FASTENERS i A. Furnish with finish hardware all necessary screws, bolts and other fasteners of suitabler ( size and type to anchor the hardware in position for a long life under hard use. I tW4. 'k S'r.•: ' ( B. Furnish fastenings where necessary with expansion shields, togg le bolts and other l anchors designated by the Engineer according to the material to which the hardware is to be applied and the recommendations of the hardware manufacturer. All closers and `' f exit devices on labeled wood doors shall be through-bolted if required by the door manufacturer. All thresholds shall be fastened with machine screws and anchors. IIWhere specified in the hardware sets, security type fasteners of the type called for are } to be supplied." C. Design of all fastenings shall harmonize with the hardware as to material and finish. 2.2 ENVIRONMENTAL CONCERN FOR PACKAGING ' JJ fir', AY i I A. The hardware shipped to the j obsite is to be packaged in biodegradable packs such as or cardboard boxes and wrapping. If non-biodegradable packing such as plastic, , {77 ;5 • :. paper plastic bags or large amounts of styrofoam is utilized then the Contractor will be t. ?"r,`� •' ;t responsible for the disposal of the non-biodegradable packing to a licensed or cling of the non-biodegradable packing. authorized collector for recycling ? " { 2.3 HINGES 77 A. All hinges, including continuous hinges to be of one manufacturer as hereafter listed z for continuity and consideration of warranty. r4I provide five-knuckle, heavy-duty, button tip, full mortise ? 4 B. Unless otherwise specified p -'1 template type hinges with non-rising loose pins. Provide nonremovable pins for 5 •';x outswinging doors at secured areas or as called for in this specificatian. ;I ,;, C. Exterior Door Hinges: ' flip 1. Provide out-swinging door hinges of stainless steel with security studs as called for in this specification. r+ 4 4r6 + '1 C54199-00 FINISH HARDWARE 88710 -4 RO—3/19/01 7. t i:1 E �4: s� ...v w-•^..... !M_ -• 777'4swin ,�•+tr4t Y .nNro'n wtM2�IPM??+K4JA!td�.i>T�'naYFftWw , 5A. •. s ! 1f '„7:'v r><t c! ' �.ti •7 ,.. .3 '.1 i4 3{. .r F 1r7,;l!yz,i,ta,:s!""�,X`�• ' ,t "� �,`-�da'� Atf Z!! . Y � M'�. w�t4 tL.�r 5j � s t w J ..(, +� :,� Y 5 3 n+nF tt!'f• ai 1, 1. ! j '2,l t�s• �t r}�, �1r r {\ .1 � .. sot t .i.rit s s.,'I t , ,n u r t,+,b ,;. .._ ............. ... .. .., ,......>~« sae.x..a•+.v:.;m+.n,r.+..e,.w..,.o....,,., ... v,.Hi....,.,r CrS SV 1 w WATER POLLUTION CONTROL FACILITY EXPANSION .� CITY OF JEFFERSON,MISSOURI D. Interior Roar Hinges: ; ` 1, Wrought steel, polished and plated to match specified finish. Furnish three hinges up to 90 inches high and one additional hinge for every 30 inches or fraction 3 ! thereof, 2. Provide size 4-1/2 inch x 4-1/2 inch for all 1-3/4 inch thick doors up to and :. including 48 inches wide. Doors over 1-3/4 inch through 2-1/4 inch thick, use 54 ;?Gf `;;}' ` inch x 5 inch hinges. 3. Where required to clear trim or permit doors to swing 180 degrees, furnish hinges } „ of sufficient throw. 4. Provide heavy weight hinges on all doors over 36 inches in width. 5. At labeled doors, provide steel or stainless steel, bearing-type hinges. For all doors equipped with closers provide bearing-type hinges. "W E. Acceptable Products: McKinney specified (or equal): McKinney Hager Stanley sts,r NyF{;. sr: a � 1 , 4 ' T2714 1279 F179 t TA2714 BB1279 FBB 179 sr' tit T2314 1191 F191 TA2314 BB 1191 FBB 191 TA2314 BB 1191 FBB 191 , F. Continuous Gear Hinges: 1. All hinges to be of one manufacturer as hereafter listed for continuity of design and consideration of warranty. � a�Yr t rr , 2. All hinges to be non-handed and completely reversible. 3. Hinge line to be available in concealed flush mount with or without inset, full `!`` surface and half surface types as specified in the hardware sets. 4. All concealed hinges to be fire-rated for 20, 45 and 90 minutes when incorporated ,;r ; into proper door and frame labeled installations, without necessitating the use of fusible-link pins. ` 5. All concealed hinges to be available in standard, heavy, and extra heavy duty weights; all full surface and half surface hinges in standard and heavy duty weights as specified in the hardware sets. 6. All hinges to be factory cut for door size. 7. Acceptable Products: McKinney specified (or equal): t: Roton , t McKinney .' FM300 4 .: _ 08710 - 5 FINISH HARDWARE CS 4199-00 R0—3/19/01 pt dS{ , a tt j';;ltt,� r.q+,.�-.•�,n,M. .,t, .,+ „"'D �„',wrftMil/![t'1�M'd�'RTGiww-T^"'^1"..' 1 C.'F(`, Ix S!(.:i .?••+• Y � 1saeeEMIM.WY .? '!it 1•^v, ��r( y�t t ,pi}Itia "M't""'`^ �{ : �i{ a,iSy,.s, t 1 F•!P r.� 1 r) ,r `^' 4�.�sb �i�'.;,?, v...t, ,s., tr ✓.' i '1 r. .r f �.'i't, S t r fi 't1r r{' (;t';>'X:.i n rk Y..r�}',y{:r��'+rra,.,h.t .r.. .., ..;�X,•- ..1,t��+:�.,}, ! ,,•l: � 's t �y) f s :+ 'r: .iti ..;} `i ;Sy ty,3F/'i'�5 iy��`;.{?'L' 1 r<�r Y' r� 'S ``n,r�, air, ,�+ .',��"NC=,1a ('lt�t .p"� )i;, ).y .q}! 4.. 7' ;n: S' l y , z. 1 7 , {� °,tr, SS tS. ,c .t`i Q x..,�"S.1•?f �H 3.,�1','.!�r, �! {y�4i r,. r,. }}t,. 11 ,,i �i Rr,"Z c M r ,t.: 'i n r: t} ,r. y �' :t4. .'f• c .ht t. `,,,i,;'ta. a:S..t+ •Y 4 x!x.l Y:.r( �.r<{')s'Yy }.' t, tt:Y1ty IL .�1 .i.. � .'l. r 't . t ' r 7 y. {'f 't , .�,o,� i,T.•s'J.,.,. !a �i. -+ nr�..,�s�,111yy�. r,,tt.,�+r+ t;.;sX..r--�: t�';•s'{r t:a` C r}: Gs }' 'z .,r.;,t{ , ,aj .s .},}t t ;t, jr.�St:c 'k,3�.r��.y„, � ,� 1„� �.'�,...,.�+', l "/, «t ,i i' ry, ::�, •I t ) r f S :�'r�i ^a j,�t,. r :�,,nit.. ,r,+ t� ,"tr.;•J. ' tai. r! ) ,/ St M1 t\ v f' t d4,,>; iv...� � m t ..,.. !;.:..iTtt'.,TNf �T ..t'i;^.:,�'.4zY,,,;', 'i'.,.:? s:.:_' 't:' .;.; .,' '+'' .e t .r. .4 \" 't ..v taU Ih"r r�wr.rv>*`,ft�4•�;tu�i:.`,°:la`3�,,. !.i t, Nn.� .• , tt �Vt � ' t !S ��, , r'`t'rl f . ... !: 4y. ,•. S r.rt t! i {r�•�YJ� r .;y� V y r { S ,^.•rW1At h`Yl(4�Yfin"i17,b41bKk�fl+�.u,.,vaai.r,....i u.f . '�a,....rvn..r,v n 4.R fi.w.�r. t.. Mf.{Yh., rar..f5:�.:1 r.. r;..r ..w.,e....,.-. .. '........ • t� }'tt j`2 J WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI S' 2.4 LUCKS AND LOCK TRIM A. All locksets, latchsets, electrified locksets and trim to be of one manufacturer as hereafter listed for continuity of design and consideration of warranty; ectrified locksets to be the same series and design as mechanical locksets. t3'� B. Provide metal wrought box strike boxes and curved lip strikes with proper lip length to protect trim of the frame but not to project more than 1/8 inch beyond frame trim ort `" ``''''` the inactive leaf of a pair of doors. C. Bored Lever Locks specified as such to meet or exceed requirements of ANSI A156.2 •w Series 4000-Grade 1, t 1. All locks to have field reversible handing. 2. Lever support to be sustained by use of two independent spring cartridges, one for ;' } each lever. 3. All lever trim to be through-bolted. , D. Mechanical mortise locks to meet ANSI Operational Grade 1 requirements, where rdesignated, mortise locks to meet or exceed ANSI Security Grade 1 requirements. 1. 3/4 inch stainless steel, anti-friction latch bolts, y--. ; z.;' ists;.. 2. One inch stainless steel deadbolt with hardened steel roller inserts. h 3. All lever trim is to be through-bolted through the door and lock case. ' 4. All cylinder collars for mortise locks to be cast. E All hardware functions to be exactly as listed in the individual hardware sets with nof; a .. exceptions. W1. ;,ti {La, F. Acceptable Products: Sargent specified (or equal): y'v '�vii"`, g Sar ent Schlg a e Best 8200 Series L9000 Series 35H � ' '{{ LNB Design 07A Design 16H 10 Line D Series 93KI J LB Design Athens Design 15D 2.5 CYLINDERS AND KEYING A. Provide locks and exit devices requiring cylinders with 6-pin cylinders which comply with performance requirements of ANSI A156.5. All keys to be of nickel silver only. ,;' 1. New or Existing(if existing specify manufacturer). ,F;+ !� 2. Removable Core, 3. Master Key, Grandmaster Key, or Great Grandmaster Key. H C54199-00 08710- 6 FINISH HARDWARE 1 RO—3/19/01 P� �}�.,'r`::`,;�'?„ii•�i'T , J n'1FTT'rtSNF�tWYJa@ff4 , ;� i I' 1 1 V'i�'�s'Cl�{per�� f f ��$.?'�}� � .r yydS�'s y.a fit.i,;j+r3 S.l xl rl 1+.4 i 4•+ r� ;v j S,f t t � t � ' 4.t s Jt .r a ,yttlt F t�y� i'V 7 hil t.E q 4s ti� r y2� sqq (tt r 5 rar'y:t ,r�'r y y a� ;Y t'. t, 4 r.r a it r. /..: j f t. •`a § rrt17'7s aa � y -'ti�'`�`�}' 4 7'1 •, itJ a� P+' qq t j .i � t t{s:'.. ) t.c ..{z t .� t '.`, , .xts . f..: F3' 5. -'t :� ,i V Fs't l!' s!^.Ir 3rS,;g{�;yt�- tG' ll ,�u:. is t2}G '!�1 j i.t {` l..r P s s. ! .,' + r.-s.? t i •. t r.� F 7' t.l 9�� t �s�r4•,k�'apis�LS� t..:j,1, :1 ONp , 't rt ,',V r:'}!x7r S }?ist�4Kk jry�•, , j r 1 (rt 1 ' � { .In ti fr 4lkv 79; . WATER POLLUTION CONTROL FACILITY EYPANSION CITY OF JEFFERSON,MISSOURI ' ` B. All keying to be accomplished at the factory of the lock manufacturer. C. Each cylinder or lock to be supplied with three change keys. ;. j D. Six masterkeys to be supplied for each masterkey group. E. Six grandmaster keys to be supplied for the project. F. All cylinders and keys shall be properly tagged to indicate their intended location and ;�i �ruy to enable the Owner,with a minimum of effort,to establish his key control system. 2.6 EXIT'DEVICES A. All exit devices and trim, including electrified items, to be of one manufacturer as hereafter listed and in the hardware sets for continuity of design and consideration of j warranty; electrified devices and trim to be the same series and design as mechanical t ri devices and trim. B. Exit Devices to be "UL" listed for life safety. All exit devices for labeled doors shall have "UL" label for "Fire Exit Hardware". All devices mounted on labeled wood doors are to be through-bolted or per the manufacturer's listing requirements. All devices to conform to NFPA 80 and NFPA 101 requirements. ;1 — `il; s 4: :F.�r:P§;;`•t. C. All exit devices to be of a heavy duty, chassis mounted design with one piece removable covers, eliminating necessity of removing the device from the door for standard maintenance and keying requirements. D. All trim to be through-bolted to the n to be the s r ' e lock stile case. Lever design same a specified with locksets. ' ''''} E. All exit device lever operating trim to be rated for a minimum of 1,000 inch pounds of -, pressure without allowing access. F. Rail assemblies of all exit devices to be solid stainless steel, brass or bronze base material, plated to standard architectural finishes as required in the hardware sets. Painted or anodized aluminum finishes will not be considered acceptable for the heavy duty usage required on this project. Xik G. All metal end caps to be standard with all exit devices. j t t1n H. Provide protective lexan touchpad installed on the exit device rail to prevent scratches and to serve as a visible guide to the user. CS-4199-00 08710 - 7 ' ^ir'' FINISH HARDWARE ,•. `��-•,,; RO—3/19/01 4 {t f Y Pf +I s 0.:!4 ';;4';dn.rm�+�xa�ptlMt3�rwtMm44erkts!'.s�an+nr��xinvw 'UImSW"w?—"^ ^•—v+++.ran�slr,:mw+f�u.R.urar:ra+ sra« '.",",".�' r.!, AYE C r r,yy'�4��1�.:t.' �yrr��ill;i{• S 1'F, 1':.i � �1 ' i `) .i.. � .! 5 { �+.Y'!a�,f.'i�:`'ii: tYt t� i"5.4,sRP�u�,. y�} '! "',��4i d ..� M �� :t .i'�.: }, 1 �'.�ti, 7r I �..•. , .. F'. r ? r �' ,. 1V t3 S ' ,rr k�. {rniil4YrYQ IlY[9,F,YlY?Y.tfl,ur4ie41.....n r...,... .. .. .� ,.....,.an.•xr.,J:•F.ir�,Y�r{.ennra r.,...k♦.. ,e ..t`l.,.•rh,. e�(ra an�..•.:.._ .. .. .. r...w1..4 z,.•.+'isrulhf.,ra..n.1t.w.,.._.... .., .... .....+x:r-Stf+vRWWK� "�,s,'j h}��E Cl i WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI ' I. Acceptable Products: Sargent specified(or equal): M'ri J Sargent Von Duprin -� 80 Series 98 Series ' 35 Series 80 Series (narrow style case) 2.7 SURFACE MOUNTED DOOR CLOSERS A. All closers for this project to be the product of a single manufacturer for continuity of ;�: a design and consideration of warranty. > B. All closers to be heavy duty, surface mounted, hydraulic type, with a one piece high '1'r. (,J, strength case. Full rack and pinion constricted of heavy steel. �''``` '' .;� C. Size all closers in accordance with the manufacturer's recommendations at the factory. D. All closers to have adjustable spring power and separate tamper resistant, brass, non critical regulating screw valves for closing speed, latching speed and backcheck �y 1 •!�'(Yfat•."tor-:::'"""' control as a standard feature. E. All closer covers to be rectangular, full cover type of non-ferrous, non-corrosive material painted to match closer. F. Closer aims to be forged steel. � -�,�r`; "13'�,'ryAr.„ • G. Supply appropriate arm assembly for each closer so that closer body and arm are mounted on non-public side of door opening and on the interior side of exterior t�afy Mks,:�+��f3A'T,:y,"Y}.`.V�(. ` openings, except where required otherwise in the hardware sets. r:,; 1. All parallel arm mounted closers to be factory indexed to insure proper ` "fe.rA + i installation. 2. Furnish heavy duty cold forged parallel arms for all parallel arm mounted closers. w �;kN' ter°•..^^' iy H. Provide closers with special application and heavy-duty arms as specified in the hardware sets or as otherwise called for to insure a proper-operating, long-lasting �pc k{.d"', opening. t ;r?l5 sf� ,��.�?� I. Acceptable Products: Sargent specified (or equal): Sargent LCN Yale Norton 350 Series 4040 Series 4400 1430 Series 4010 Series 400 ` C5-4199-00 08710 - 8 FINISH HARDWARE r RO—3/19/01 Sit . r r •v++•,+w.nyyttrswrv�ttpnJ'Fgmiltq!YKF" " ^a+"'t^' ��i{;�i ,xrytx�y n f c tJ�t.�}f3ir,[t t•Y�.l�-r .r�:�If r i I${ t Sti d ,s y' t- J ' l t r.'Ji.l.Mn:tx,k+,�Y�anrRtg %1 1 j.:'t tly•{ty :�. �. (�y��1Y'i'J}"i tG kx t. r �� f:'t, ..Klitgt � rl •x jet ) � , y is 1 ]��51'fJtt rcS �.,�r .,�d��f� '� �: r J t t f s r� �• +tl, i �. + t, Y� t t i r f 1$tr. tr '�iVyF +�•. kifr t^ t ar't tY*, '1 a r }. r .,,.. ! t t �'','"• •f ;r 'S 4:}1+...� )ra s.t t } .1 ! , .r.'t. d t .t Jtl r I l �" t te{.=Y d �. (3 dJI, �+ +..i, L1 t7?. t t .; r rr � , 4 , i?T'i ai'nE•�l, 1��}�f'�i . i y'Ji t � r tt.tt��•a �, t,4jf 1 , r z + t(r t t f ' . 1 .t.l.uµ.....rnaewva'vra'1 K'�.,.».r-..t�.-...r,,: �.......:. .� i...•.. .�.•, .�. ,n. .r,�..'.-...,z.r <._... .,.... . . . . ..;.., ....:....,.,.»„ .z-n,e,z,zr.r � �.4. L- S. ...,. .. . .. .__.. _ . . f" r x WATER POLLUTION CONTROL FACILITY EXPANSION "{ CITY OF JEFFERSON,MISSOURI 2.8 DOOR STOPS AND HOLDERS 1 A. Door stops are to be fiarnished for every door leaf. Every door to have either a floor, I wall,or an overhead stop. B. Place door stops in such a position that they permit maximum door swing, but do not present a hazard or obstruction. Furnish floor strikes for floor holders of proper height to engage holders of doors. , r t 4 C. Where overhead stops and holders are specified, or otherwise required for proper door operation, they are to be heavy duty and of extruded brass or bronze with no plastic � , r parts. ° D. Acceptable Products: — 1. Floor and wall stops as listed in hardware sets. Equivalent products as 1 manufactured by Hager, Ives, Rockwood, Trimco (or equal)acceptable. "•,{;i;4"$ ;`'`': -j 2. Overhead stops/holders: Sargent specified(or equal): F {{ Sargent Rixson 590 Series 9 Series 2.9 PUSH PLATES, DOOR PULLS, AND KICKPLATES A. All push plates, door pulls, kickplates and other miscellaneous hardware as listed in hardware sets. Equivalent products as manufactured by Hager, Ives, Rockwood, or Trimco (or equal) acceptable. ? B. Kickplates to be 10 inches high and Mop plates to be 6 inches high, both by 2 inches or 1 inch less than door width (LDW) as specified. They are to be of 16 gauge (.OSO '+ inches) stainless steel. 2.10 FLUSH BOLTS AND COORDINATORS 'SF ii i3'i ytS"1 A. Provide Flush bolts with Dust Proof Strikes as indicated in the individual hardware . /,r,. sets by Hager, Ives, Rockwood, or Trimco (or equal). Finish to match adjacent hardware. 1 B. Coordinators Approved Manufacturers: '''+ ` 1. Rockwood 1600 x Filler bar x Accessory Brackets x USP. 11 N1f��1. IFS•. '\', 2 H.B. Ives 900 x Filler Bar x Accessory Brackets x USP, iF? 3. or equal MI. '� �J o:•�;,.qty,;`;, 1;>. C54199-00 08710 - 9 FINISH HARDWARE W= RO —3/19/01 z " I• ; ` ' Y S ti"t r Y ...a F�,•`4�1� r ,k 'T 44'1 u 7 3'1 i,r�'J'..,"1+4v�.fw• +. a+«ww.rr+., {t; ^-*n.en:MnwnlNrro.r.+�s,tu+otr N 4 , w:>�,'•.t.'�•�r i'^e.n��a,r�{.�t(o�:tiA.tt�q',e.`1'.�a/�'zczr:,t 1 w•i:'�r'f.I�'FF k}{,1t hI'?tS:':M�tz'+{�j 1r.54,;..�s;,;r t,i4 1t!�.`,I#}^'r`�I�!t��kkt�h 3 5 •i�t. � .4�St'��, irk fzt ''�'.S t 4,.� ,}•, s t ".�` s S t �. .$}, h I.rF.�:�'z y�+��tr��lt:�`i}rI '��'r} �l� ';f', ,.9r,?,hr't.`,a'Y � ,•.i F ::it t -t .7 i i, I i .j. .ct j' ..1, '' '� y;;rir:{l'.�'44;;i]$it:,�;/yr�, t?7,� r.,,!i''.'}i �;, f z t j y{ It s 'r r r, 't t F�, ,. •it .. yt, ''l� Y i r' w�i .3 `,� t7 ' e t z }.J,� ;L • ' r t�s ' .Fq,! i rt ) tt�elYzxkt+ifil.' r„��e7 �, j A� L r..C r , 'lr r. .V- S r�' T t ;.1f rt !��: L.:' 4fv�•, ��;" iy pr�ti „�.{(i,t a.t' 1" r' : r i t: r .f t,�"1 Ii..Ffu,'.0 •. ` 1 ' ` t i ` ,•� �YS , r r 41"1 55.t 1�baM�Ya llNM1whxiltaRh+LUi¢44r»rr 4,4,..,,.....,_.. .. , ... TI {°•i t 5 4 fit' f Y}' r, WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI "j 2.11 THRESHOLDS AND GASKETING l r A. Provide materials and finishes as listed in hardware sets. Equivalent product by Hager, National Guard Products, Reese, Pemko (or equal) acceptable. All thresholds must be j in accordance with the requirements of the ADA and ANSI A117.1. B. Provide tivesliold with machine screws and lead anchors. Supply all necessary anchoring devices for weatherstrip and sound seal. ` 2.12 FINISHES � + i A. The finishes for all hardware are as required in this specification and the hardware , �t. ;;. sets. B. Special care is to be taken to make uniform the finish of all various manufactured + items. };Y C. Extruded aluminum products, except for thresholds, continuous geared lunges and specified gasketing, are not acceptable. D. Clear Powder Coating to be used in Headworks Building where specified. 0 door closers in Headwork E. SRI Finish option to used n d s Building where � g re specified. 111M. ,? 2.13 DOOR SILENCERS A. Furnish door silencers at all openings without gasketing. Provide two at each pair of doors and three for each single door. 2.14 PROPRIETARY PRODUCTS A. References to specific products are used to establish minimum standards of utility, function and quality. Unless otherwise approved provide only the specified product. B. All other materials, not specifically described, but required for a complete and proper 1}j finish hardware installation, are to be selected by the Contractor, subject to the r%?tix ;E approval of the Engineer. 2.15 OWNER'S STOCK 7; r�;.oa� z i•' A. At the completion of the roject, supply to the Owner the following items: A A AA Y Y 1. One complete bitting list y 4Ht� of cuts. ►� ;;��u��v,.� �'.^;; 2. One set of instruction sheets for each item furnished. 3. One each of any nonstandard tool for installation of each nonstandard item t =t ra' '�61=f furnished. ;,, fr 4. Fifty key blanks of each sectio 'stYF'{ �.`L;; n used ' 'a4? C5-4199-00 08710- 10 FINISH HARDWARE RO—3/19/01 :..x r;y tRn: ^i4.1 .ets.{ ?,F1IaKi t6 r<,� `t£, �+wRVwawy.,.rw•.. eln..q.V.i...w.w.eripyc7.:PgtNS.pAtfAYt.�yllb4„K#HN�!Wu,1% 'H`t�!?wus.w...r•„-• +,.wwva.+f�.vrt✓t'f7:vY' wi rnw:..r.}-�.. r.• _ •r;.'.9"Yr"{?!..+^!" �ri'kt�,j�':�"�+le{�','ned t:t,�y,'E..fr ., .7 r { •'< < t, .r•, : r5 .i i � r .:4.,ir<'},z ��rs ;�;� , X'tttjk��'�„�' ;..ti xrrt(�n"�:'' 'i' ��„'� A-1.,t `'p'1t',.k°jrt.M��.tt., r^; � n :'��t'!", :�!"1 r'),. :'�t:. ,. ,' {' .r T `1 1t•. .A�' r�.i t". .�.t 4t.Y rry{: Sj+tix(�i.�V•e� ^gGtr1 .� ,.�,v r�:, ..,: F 'u:ld tsf::} S '.?t �',.� f �•. .), ,+ .r.. +:�.`. 4. ;;•it y. .+, 'k�.., t3 �{r rl•. eo �'T�r �t�:�'�'� h y,�r{s:"ric1 nr ti S..y. }1 <..r r t r+ ..t f. i' , at` �i? �. l ,1 {2' 44k r; A1�f�°.•`: wm MN VON"11111 IN r NtSIR,r#f'ltNxr ,...,,,..r.,,.. ... .... ,.... r•. .. ....... ...... .. .. .. ........ _..�....-., er. v w.....,. ...»...<.�.....,.. .. ..._ it WATER POLLUTION CONTROL FACILITY EXPANSION { CITY OF JEFFERSON,MISSOURI 5. Six each of all wall stops, kickplates, and any hardware items necessary for replacement upon corrosion in Headworks Building. '. 2.16 ELECTRONIC HARDWARE AND SYSTEMS A. All electrical components, hardware, switches and power supplies (excluding conduit) to be supplied from a single manufacturer unless specified otherwise in the hardware day L sets. 4 1 B. All electronic locks, exit devices, power supplies and closers to be by the same I manufacturer and of the same series and designs as specified above and in the hardware sets for the mechanical locks, exit devices, and closers for continuity of design and consideration of warranty. M{'� ` i C. All keyed switches and cylinder operations used with electronic hardware to use a high security cylinder only, refer to Article 2.5 Cylinders and Keying. a D. All controls, monitoring accessories,power supplies to be from the same manufacturer as other components of the electronic hardware for warranty consideration, proper I function and design continuity. E. All wiring running from one hardware electrical component to another electrical component to have standard shielded wiring. F. All electrical components mounted on door to be capable of operation by 24VDC 4 current carried by means of continuous concealed circuit hinge except multiple option functions of delayed egress exit devices as specified in the Hardware Sets. ri,r Y 2 !,n G. Voltage: Unless otherwise specified all electrical components to operate at 24VDC ..J current for purposes of safety and silent operation. ;,_1 H. Acceptable Manufacturers: Sargent specified; comparable products by acceptable 1 , _� manufacturers listed under locks, exit devices, and closers above and which comply with the operational descriptions in the hardware sets are allowed. PART 3 -EXECUTION 1 3.1 INSTALLATION OF FINISH HARDWARE ' t :7 A. Hardware is to be installed by experienced finish hardware installers only. ;u B. Check hardware against the reviewed hardware schedule upon delivery. Store the F�.+cz 7st1. hardware in a dry, secure location to protect against loss and damage. iN i C. Install finish hardware in accordance with approved hardware schedule and YJ�'7 manufacturers' printed instructions. Prefit hardware before finish is applied; remove ' C5-4199-00 08710- 11 FINISH HARDWARE RO—3/19/01 1•.r':i:'M'YIhy'M➢G77dU}F)✓/IY,VYlfY,1ViNW#1tP.N.iM"M'j"#,m..H.yyy?Si9l �i"ItrpT^'^'^!'^ t'F. •••••• Stfrl?TS137.T#3Ml'P}qM#^•'"r.. r .t.+...wMe.WS+(M .5 77 '�. h^ +t'�.4Ji'r<ryG 7« r. } rr yY � i •� x '.l.'.. ` fir?� t,�t{�(7�{r.l r kiti`i ra.„1�?; r i �i .4{'-,rt, 7J at'Af r t. F7 t 1 t i. ' / � � ' .74•^';2`t,t ai 4�?= u tw 'J�' 4 � ti�f �r f �r {,� .IF •r , i J t c .S 1« i 1� � ft a ti y.F� � hi Y'�j' t�ir"r1�� 4 ;{ s�s+r tiS Ei t$ rt'iv! t 'f . j ti r. 'fir •w.N}.t , ii , . iii f1.W..rii.:+iv+mihnaw:.'cn+mra,etr,w,a,,.,..».s�..... .. .. ,..,..,.._,.«r.,... .v ,m. +r.,. , , ... .,.,r r, .., ..-,,.. ,,. ..... .. w. ..._.,, ,.....,.,r,-4..x.....�,_,tr., ,�.._.. .....,,. .. .......,....w�i�4,tiy5 ��ty i�,�i�'"r•I WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI and reinstall after finish is complete and dry. Install and adjust hardware so that parts operate smoothly, close tightly, and do not rattle. ' D. Mortise and cutting to be done neatly, and evidence of cutting to be concealed in the finished work. E. Protect all finish hardware from scratching or other damage. F. Installation of Electronic Hardware: Comply with manufacturer's instructions for a4a;Tt w f t ` wiring, grounding, and shielding. }7 "'+ '. G. Field Quality Control of Electronic Hardware: Supplier of electronic hardware to make a visit to obsite at the request of Engineer or Contractor for the purposes of ' j q g� pmF monitoring compliance with manufacturer's installation requirements. A ta4w H. Demonstration of Electronic Hardware: Demonstrate installed equipment and train Owner's employees in its use and intended function. . I. Finish Hardware Sets: fit, r' ADMINISTRATION BUILDING l d.; Hardware Set: 1 ;-�;a '� �� ,,F��, • Doors: A1018 (or equal) 2 EA Cont. Hinge FM300 SS MC KINNEY ;t°°,sat'?,;: :;;..: 1 EA Deadbolt MS1850S 32D ADAMS RITE , 1 EA Cylinder 47-41-101 32D SARGENT 1 EA Flush Bolt 555 12" US26D ROCKWOOD 2 ST Pull Bars 11247 BTB MTG US32D ROCKWOOD 1 EA Rim Exit 16-8410 ETB US32D SARGENT ` ° `��';��d .+ { 1 EA Rim Exit 16-8413-ETB US32D SARGENT I '�V 2 EA Closer 350-CPS x BSS x 350D EN SARGENT 1 EA Threshold 425 NAT GUARD All remaining by aluminum door supplier, ' Hardware Set: 2 Doors: A100 (or equal) ;n 1 EA Cont. Hinge FM300 SS MC KINNE'Y S11� t�:iS�',i`t'.a'ti^;FY`s` ). ` r ,' 1 EA Rim Exit 8515 ETB 32D SARGENT "r I EA Closer 350-UO x BSS x 350D ENSRI SARGENT •. >: ,Y� 1 EA Wall Stop 409 US32D ROCKWOOD +r;�r.; r l EA Threshold 425 NAT GUARD All remaining by aluminum door supplier. .,Y t, - t� �" ' Tit .. C5-4199-00 08710- 12 FINISH HARDWARE '. i RO—3/19/01 ..... t 7! 1 f et,,.,7�,,,..�-.«•1t rr•-'•..,.;,. .-..o�.�µnra(N}1�N� AH1l LigtKf!di?I,?Na+w.,vi».....+�-_..y},,, i ,...»n.,rn+MiM',7w'irttte'W+Mw?+v `r+rt(+v' 7f t.7 ''1' i 7l, ',tom`�•'� ' , t t3�4�' 77 e F`,f.u;,l+.jaya�^, ,x;74?: ❑i: '}',' 't' r ° 'l.' ..,' 'ar 7' i'. ,;a.. j.t'f.' i i:)F. ', '?'• .fad tr�' `` '$ �,.• s air .w":;�;' f. 4 .r??, .,i.., {. :r A. .0 rt..� .r}d.•• o;l',• .,.1rt:�4'. v+ ' ;.Y r t„ �{ t :./ t �: .Y•i t' '� r' ,.,, .}l. 't ..• >,i') }v�, r . r j s. .a. .t '.r ,'r. i r y(,' :t� t..:<� ?,z,:,:tt ` •(:�h•;,Y'+�{..r�!?,�`it,?�y..7�fi�y�i}:,c.•;,. if'+ .r . ..�.lyS�.•',t' fl r '.1, .i , rt ! ',i tY i, ;��f, c?,,,+4th r v' w, .,r(,•-sa,r!�.,,,•fr� ra.�, l 'E3 t�.} r< �t fit' ld` ylYfi .!.fC tilbf§��'�'��•,�,- ,I w�,�{};7rV1�t'.,rt'•.,�` > a ” , t � i ,'r .i� �� s I .k l +:,tD :}t t`'.,tra/}�;��'uS.�F`a,G1��t`Y�??l.'ry¢s; f• 't $q.�4��1:1}!'':`I)��d.i Si 1 } ! t! ,t. .S. >', , ., , r f, •t, C t � " ..fit J �i ,�et� r.',�t,:F..{.•�Si t1Sn .i yM1rp, ,'�' ..r.Y•t�rs�.rii }.22 .t{ t i S .f....(+ v `Sr .5Y'u?js. �1. i �' r t i. ,. r. S r {. t. �',lpp ,� 'a' f ,t �"+t `� k•}+ t 7'7.`r fh. ,,J.: ,l„• t 1 1 + t' Y+r, �,r'.o,r•," £"} ;t i ii Y!{/ �j"Y^i' r"4 ,y}.��•'�1:.A"1 •'� ,c?'h- ). 1?' 'b.1 n. +`t•i)! 1.)r 1. 3. r.l )'1 4. '"t 1IS � 'tlr i.ld"; P'?r t:1v�'`..: 3�•M1 S. •f f 7 .� .t �i.. , 'e t .f' i'�•.,.r,f...,:,•c SI•a sv{ {r '•,a 1`,X v.'•'r°r� f.t's'. ''C'c. t v�,.�a ;f r �r: . ed',. i r '.r 1' �it t .}„. ,,,'�fi.1y �',t'er.i��f .;4tt,,: ''„a 'h�;�?ixtt•.s .r.,'.��''�a,�� '`� t �s - ,, ,� �+' 1 ,t , �s •, t .�6 u.L,�,. y��s;.��..�>•xw�,3; NN VIA �S4�r dr,i2F7 i, 7t"E S{.•'/ '..•ttf y , ! , ",•s �S !ii".).t. j 7 t !d j i,r.>i,(fs}y�'Jt�r t�".,�:,•#� i] { 1 .i,:.1,s.,.f.nV1.�Wli'HtdaVfiia'd�Aatv,!,.wr..wrax..,».....»._, r, ,...<r .•.v.,... ..... ..... .. ..°_ ., ..,>...°.,h....<,.rrtcbrvr R^�N...«....s.,3farw..+..i ,..:.:..,, .. .... 'F E i if 6 1.'a J�',i.f 4 ( r rr WATER POLLUTION CONTROL FACILITY EXPANSION j CITY OF JEFFERSON, MISSOURI Hardware Set: 3 •, E w� Doors: A101A (or equal) 1 EA Cont.Hinge FM300 SS MC KINNEY k 1 EA Rim Exit 16-8504 ETB 32D SARGENT f I EA Power Supply 3510 SARGENT } �rS� �f, • '' pp Y --� 1 EA Elect. Stke 7895 US32D EXISTING 1 EA Closer 350-UO x BSS x 350D EN SARGENT �' 1 EA Wall Stop 409 US32D ROCKWOOD 11W 1 EA Threshold 425 NAT GUARD I EA Push Button 4241 SARGENT 1 EA Threshold 425 N AT T GUARD i All remaining by aluminum door supplier. " }' Electrical hook-up by Division 16. 1t: 1 Hardware Set: 4 Doors: A117 Lunch Room 4sr; ;,,�Frf;• j r. (or equal) �� 1 EA Cont. Hine FM300 SS MC KINNEY 1 ST Pull Bars 11247 BTB MTG US32D ROCKWOOD z {� I EA Closer 1431-0 x BSS x 1430D EN SARGENTrytk 1 EA Wall Stop 409 US32D ROCKWOOD All remaining by aluminum door supplier. Hardware Set: 5 } y� ' 1! Doors: A102,A119 . (or equal) Al .. M t;t`� 1 rtS'f 3 Yj,, 3 EA Butts TA2314 4.5 X 4.5 (SSF) 32D MC KINNEY :iFSt)J��Fi�t.1.r 1 EA Lockset 8204 LNB 32D SARGENT ` 1 I EA Closer 350-UO EN SARGENT 1. EA Wall Stop 409 US32D ROCKWOOD k 1 EA Threshold 425 NAT GUARD 1 ST NAT GUARD k Weatherstrip 160A rl#� 1 EA Sweep 20ONA NAT GUARD Hardware Set: 6 Doors: A 115, A 119, Toilet (x2) (or equal) 3 EA Butts TA2714 4.5 X 4.5 32D MC KINNEY 1 EA Privacy 8265 LNB 32Dt ; SARGENT 1 EA Closer 1431-0 EN SARGENT S 1 EA Kickplate 10" X 34" 134E US32D ROCKWOOD i>4� tiv dlv µt�`"�,"ti�'�ei• 1 EA Wall Stop 409 US32D ROCKWOOD „iy�warn. { C5-4199-00 08710- 13 FINISH HARDWARE RO—3/19/01 ti u l }S (,��•�. t�.`f�kfF r1�iEt'! �t°r! t4�f f�'F• t`r+')'+T?£NS'.•y—•.^^+.;RM.+rMYw.t!gnuaw.F+a�w+vwHVn.aarwr?a"wrcws4+, ^!r'""' - lACSp'+�{5#a.f"'ir }! n e f. r�:{,}: , !. /., .t' , �xfwaU+t4i/lat*n'mnpw^7�!S 1. t.` •{� r a .3{. a.w.'. .'r."'"".w!'!+''fp}i'�'S'f f .'."e-F'� t Y ,Y} ', .c�7. °,:i,tt'.,'y: '? r: .. �uf." ,'a ':r,laiS:n• I is.,1 b5r.,t, t. ��:t ,•t f.f ..{ tr 4 I F x:. 1?t,. .5 r'r,.l,r .1 #'a {,.t5.•:c»,S.J,�;. y :1.a ...la �. �S`«°•.#r''�v12{.n .�',�':. 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Hardware Set: 8 y h ?i' Doors: A 106 Closet (or equal) `2 3 EA Butts 72714 4.5 X 4.5 32D MC KINNEY 1 EA Passab e 28-10U15 LB 32D SARGENT ' 1 EA Wall Stop 409 US32D ROCKWOOD OOD t Hardware Set: 9 h " ' . ,1 , 1 A, Al 8B Al A111 A112 r 7q Doors: A108 ,'. .! (or equal) L�F;�„• `•,�'�:k=,�`''�"•�r;�, . TA2714 4.5 X 45 •'i. yf.{fi 5T 3 EA Butts 32D MC K:INNEY { 1 EA Lockset 8205 LNB 32D SARGENT 1 EA Closer 1431-0 EN SARGENT 1 EA Kickplate 10" X 34" B4E US32D ROCKWOOD _.' 1 EA Wall Stop 409 US32D ROCKWOOD 7 ,�4 �-�- LMtt,' ��•' 'i ' 1•:A ��..„{f,�;ni�_�y�.:'kit Hardware Set: 10 Doors: A109 t:,; t . MO U% A ;}� ' (orequal) rV1 S'�Yj>z(;J�•.+. :: 3 EA Butts TA2714 4.5 X 4.5 32D MC K 1NNEY '� �{fi?' .,; 1 ST Auto FB 1842/1942 US26D ROCKWOOD itad 1 EA Lockset 8204 LNB 32D SARGENT "p r 1 EA Coordinator 1600 PC ROCKWOODT F 1 EA Closer 1431-0 � ' EN SARGENT 1 ST Gasketing 5050 NAT GUARD }� 1 EA Astragal 139SS-84 US32D NAT GUARD tn4:i rl C54199-00 08710 - 14 FINISH ' r RO—3/19/01 HARDWARE i ?' i,�`ter i'4r;,�t` iG.",l� SS 1 1 T,�„"r!!'x'/, 5.,t• , C •tl'!+t�.!..taoww'etWmxMV�wt�iauKA�119�a71,$Mx'a'!57!t'v""72"" t'!;-�i,'%"r`� n�e•v� p� s,'°..� rri {,'{y�`,�S•#��1?l; v,d ,."Y'�3 )�: t .yi �l•,,;.i r• i1i t�jl�}S..u, � t 5: ° �; �,..4;. ..ta.,,:.y aft;.. r+ i: `.1".>•1,59,z,-+{„'R".�'t.""r!trl� .t"C, .,:t” {{: •�}'4 1.,,.i, i. it ',T•i�' t zt 1;�'. j 4 Jd?.,\i.f h ,, '`+riJ .1a. t 'l'•1 i L f A 2 'd N S'f 3� Fst( �'�. ry.• } ,q!'U., .t r'ia e }s^.1Y,�YQ', �t i � t � t 5d y4 t •dr•I Si�ii'4y,�`r v�t.t-ti'r rzv.}: �.l,�,te,'��,�, ,+.,� + r +'*� '�,1.� 1}.s��.,kl�t r..X. i;i!?k r::i, :( :,i �1,��.•,r :�,Y,`;., ,(i;,` �t ,.li Y. 4'4: b', �' y .,l /' t.'S:A}± t.. 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'I ', WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI A, Hardware Set: 11 Doors: A110 t (or equal) 3 EA Butts T2714 4.5 X 4.5 32D MC KINNEY ;4= ; 1 EA Lockset 28-10G04 LB 32D SARGENT 1 EA Wall Stop 409 US32D ROCKWOOD � l4 .p Hardware Set: 12 �+..,r' `> `! Doors: Al 13 ��yart i (or equal) yx. 3 EA Butts TA2714 4.5 X 4.5 32D MC KINNEY 1 EA Passage 8215 LNB 32D SARGENT �, ' ' $'r 1 EA Closer 1431-0 EN SARGENT 1 EA Kickplate 10 X 34 B4E US32D ROCKWOOD j 1 EA Wall Stop 409 US32D ROCKWOOD {{ ° ij y r SOLIDS HANDLING BUILDING ';✓��'��;(Vii; .F��i� '^•.y� d�M4�y� T,•, Hardware Set: 13 xP•,'.'7uY11,'. Doors: B 109, B 120 orequal) i✓ 3 EA Butts TA2314 4.5 X 4.5 32D MC KINNEY k 1 EA Push Plate 70C 4 X 16 US32D ROCKWOOD lJ 1 EA Pull Plate 106 X 70C 4 X 16 US32D ROCKWOOD .�.•�.,•,. 1 EA Closer 1431-0 EN SARGENT yi 1 EA Kick lata 10" X 34" B4E US32D ROCKWOOD rb' �•; ;�� -°� 1 EA Wall Stop 409 US32D ROCKWOOD i 5t'1!t llr�Y ylft£, }ctyr t �t °- Hardware Set: 14 Doors: B 111tl' ; `; 3 EA Butts TA2314 4.5 X 4.5 32D MC KINNEYyy�;r � '`=s ` t 1 EA Lockset 8204 LNB 32D SARGENT { ,. ,•b 1 EA Kickplate 10" X 34" B4E US32D ROCKWOOD W� 1 EA OH Stop 5905 26D SARGENT .�}t jT+xs, '�}`�t�tvait.^`Yi: '4 j ry"•.7yiit,Kh��'�,.�r C5-4199-00 08710 - 15 FINISH HARDWARE ��. ' t' RO-3/19/01 *.^ ,w.'�r.''!.•,..*^.�r.f!tt«,r.»,*++> m++q!?^'^•s- .?. -"-..... , ...t ..,,,t,.;�.�.,. .�•s�rL _.r: .n�t„. v.t. r + .f'"�?',°^M•'•"""'�.t�'` °.J..'< .d ,�i,, i ;J'`x. •'} •izr�.aj':�:'->\y`L.' :y.<, '4; t.{:V '.f°. ,It Y�L i t. :I. 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WATER POLLUTION CONMOL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI M Hardware Set: 15 Doors: B121 `ilt5:ty " r >� (or equal) r jIl, r 7, Jar a , TA2314 4.5 X 4.5 32D MC KINNEY 3 3 EA Butts 1 EA Lockset 8204 LNB 32D SARGENT Ito � � ••;•. M�, 1 EA Closer -0 EN SARGENT � _ �; 1>: °' 1 EA Wall Stop 409 US32D ROCKWOOD } Hardware Set: 16 �'Ak Doors: B 112B, B 118 (or equal) 3 EA Butts TA2314 4.5 X 4.5 32D MC KINNEY furl:a.. .r,•i'�yd<�l:y 1 EA Lockset 8204 LNB 32D SARGENT I EA Closer 8237LNB EN SARGENT 1 EA Wall Stop 409 US32D ROCKWOOD r { 1 ST Weatherstrip 160A NAT GUARD G Hardware Set: 17 ��¢,^i•,r7t ;fit b('�,'NN 1,': Doors: B 119w %` �} tF'.• (or equal) 3 EA Butts TA2314 4,5 X 4.5 32D MC KINNEY gg 'y 1 EA Passage 8215 LNB 32D SARGENT a 1 EA Closer 1431-0 EN SARGENT _ I EA Kickplate 10" X 34" B4E US32D ROCKWOOD RIJ j.$y� t, rr•.,. 1 EA Wall Stop 409 US32D ROCKWOOD `=' a..,t 'y�,�rj+��:fir, ',•.:. Hardware Set: 18 trlf. tfi' '>ti r Doors: B 112A � � 4` i rr, (or equal) 32D MC KINNEY kr, 3 EA Butts TA2314 4.5 X 4.5 r . " 1 EA Passage 8215 LNB 32D SARGENT 1 }w 1 EA Closer 1431-0 EN SARGENT 1 EA Stop Arm EN SARGENT r" NAT GUARD 1 EA Gasketing 5050 p` F t r ,•; 1 EA Kickplate 10" X 34" B4E US32D ROCKWOOD f1iL, 1 EA Wall Stop 409 US32D ROCKWOOD rte C5-4199-00 08710- 16 FINISH HARDWARE 'G RO—3/19/01 ?"S sr:;•-i '*R^',^"T? rtr nsrw�r+r!'°Y.. t ..ua.rMOnyta+agcrnw� >...i4.?r, ia4vxr;.� t H y,rt t pr rt}r 6' ,5 '1 �'r,J '�a�,><C,'•. i t l '40} � '•'1 ., t� 1 ..C? 4 tdr t.4y t r _ u,. 1�,.,1 ,r !' + ,,,,., Y y ii', � t t,+1�: '�t 'r`.i '1 ,+ i t ^,y!, 3 x,. 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M,.,.;.,..,1>;i.irxrus.•iriw:++Gii:�'tiJ'1.isrt4ia:3J�»�.....'.,.:i>.6:.�iY�lt �3:Ja-k.{;.,� � WE ��4 •y �} y'pp n,Ll J 7r � i� ''kkf�T if1•C tt� ,yi WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI l HEAD WORKS BUILDING Hardware Set: 19 Doors: C 100A, C 100B, C 103B, C104 x� (or equal) 3 EA Butts TA2314 4.5 X 4.5 (SSF) 32D MC KINNEY 1 EA Lockset 8204 LNB 32DCPC SARGENT 1 EA Closer 350 CPS ENSRI SARGENT :' 1 EA Threshold 425 NAT GUARD r' 1 ST Weatherstrip 160A NAT GUARD • :'1`� 1 EA Sweep 20ONA NAT GUARD I-lardware Set: 20 y Doors: C 103A C 103D (or equal) TA2314 4.5 X 4.5 32D MC KINNEY 3 1A Butt., 1 EA Lockset 8204 LNB 32DCPC SARGENT 1 FA Closer 350-UO ENSRI SARGENT a`M ' 1 EA Wall Stop 409 US32D ROCKWOODM:at#f , •, . Fla.rdware Set: 21 Doors: C 102A ,i (or equal) .) 6 1,-A Butts TA2314 4.5 X 4.5 (SSF) 32D MC KINNEY Av 1 EA Flush Bolt 555-12" US26D ROCKWOOD 1 EA Dustproof 571 US26D ROCKWOOD Stke 1 EA Lockset 8204 LNB 32DCPC SARGENT 1 EA Closer 350-CPS ENSRI SARGENT {r {-S1„;}• 1 CA Astragal 139SS-84" US32D NAT GUARD j'tr'';lLf,�yJ END OF SEC mON 08710 .µ � tv {y X 3 'U '•"'w C5-4199-00 08'110 - 17 FINISH HARDWARE z }r 120— 3/19/01 ?"V1 M°1� r�rte°'t",1'.,"�i.z Lq•. :.•t'' SS'„'"r .G t °,ru�a{y�y�.tYKO1Mr?":",!'.'Sn':!•',.,'."'^^t^;�7,:'i�n Y”. J��u�'s J'>^}Faiu*'Skc'+xnl, '�m*�,,;:�j e;tYt,i r .t,,..s;,� r}q�t it..�{.�v" 4r i.et z.s'.'A S ',c? •e ;.t. z. ffy t:il7 „)., n,t. "i';f�t.{ ,: i'tt.' :{r4J.' v . fi f 1 IJ•{........ �? G, y el: ;�;. '}k tJ�"}t.^;7. F .,��-;�b�tft 'f� .c,trf,.Y; .,f l, , .s, X„ r t t"7: ..;•f� .t u ,,Z�ryL {{;�rv'ii, �}. ry� ::,":. .ri f t. LK' .,5,h, f+ ;.u. 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G .f r:. ti .r .! .'~ .t.=�� J {J i,.r(,. 1.•t:iyF.•-!, 'JY ;"1;.. .'s. +5 .fi y..r?:p f'� t�� 11. �Y�'1+ I+.-�.,; P �.• rr;;F:41,'r„ Sr ,( ;ir•�� S ,,: :'F:a'$:•+,. ?r�•.r 7 i}j::i t r' s rt(.�ty)<)�,el J t .,}n +,�,1.f r { "�{ISJK � �' ,ifs +` Y r:•r 'fr t,F ! ..1 i cl t 1 5 F 'r.i,,�. i 1,1 rk ir, ¢;,:G J .r.. • St, tr ;.t, X"'; r r1 +J J .r '1t Fit tu.J�kra�y9 s iS io � {t.rt.'} � ,• 1 f�' r � - , '. ., s ! ,, +s'+ 1, t� r+.t��)2<sfl.�fl � , �.f ��,'(sl t!.✓4.'yy S71 r f i,.. > I l 1 +,• : -� WATER POLLUTION CONTROL FACILITY EXPANSION .( CITX OF JEFFERSON,MISSOURI r SECTION 08800 - GLAZING _.; PART 1 -GENERAL 1.1 RELATED DOCUMENTS ~' A. Drawings and general provisions of the Contract, including General, Supplementary r and Special Conditions, and Division 1 Specification Sections, apply to this Section. ,; 4 _ ;,: _ 1.2 SUMMARY ;: A. This Section includes glazing for the following products, including those specified in other Sections where glazing requirements are specified by reference to this Section: n r 1. Doors, j 2. Borrowed light. : i 3, Aluminum entrances. 4. Glazed curtain wall. ' r > aY 5. Window film. ; i B. Related Sections: The following sections contain requirements that relate to this 4`kC r Section. 1, Division 8, Section "Aluminum Entrances and Storefronts". 2. Division 8, Scction "Flush Wood Doors" rf,;s Yk ?:; J 3. Division 8 Section for polycarbonate glazing. "Glazed Aluminum Curtain Walls." 4. Division 8, Section •�;y��a�., ��r;;'�� 1.3 SYSTEM PERFORMANCE REQUIREMENTS v r, A. General: Provide glazing systems that are produced, fabricated, and installed to >t withstand normal thermal movement, wind loading, and impact loading (where applicable), without failure including loss or glass breakage attributable to the following: defective manufacture, fabrication, and installation; failure of sealants or gaskets to remain watertight and airtight; deterioration of glazing materials; and other ;>:;',>; i defects n construction. �I�C float"� <f xi B. Glass Design; Glass thicknesses indicated on Drawings are for detailing only. cp r. Confirm glass thicknesses by an Project loads and in-service conditions. il;li'i ,c,r ^J� Provide glass lites for the various size openings in the thicknesses and strengths (annealed or heat-treated) to meet or exceed the following criteria: 1. Minimum glass thickness, nominally,in interior doors is 1/4-inch thick. Ell •'Fr'f ; �{ C$-4199-00 08800- 1 GLAZING '# RO 3/19/01 11111 11 111 1161,11 1 u TT rur....'r,+*IFw� 'rW'"•rt'9 .""""""'".h'tk,KRhtFA1r{StFFJf...x,�yeNt^xr'o�+X'^"','f r .,L a+ r i 77117 <c.Y��,y�.! t�q��1•y+s:r1 '' ..., � t .. o .. } i,+ ,�,�•,,�a.�1;9t.,{,+k(-,� t�.:nis'<';,{�,1R) ;,�.�' ��;, Tst �ryKt�.fn �. ,k, �.:•,, +�+t i Y If 11 „}E. , tZ <' '�.. { '�` :; �., s i -,. .l�i`i:� �... :*�t..,J }..ayr:•i ;,+ s{ 'G f �'.`. '�� t ti� ,4 s,;rt}S'.;.id, �.ai• `1`, :r 1 �• r. x t .it ?• d'•+. 'n�(�,ti ;t'b,k�'P<•s�� i�ifl h tt �nq} x�'a :• l: +�IiG�J G J �. {.� L7 , vi�lZ, ,Ml M"M l r` tj� 7 L I aL d4yi t , pt,6 � d. i ':i r+ :'•+ � 5 .ww,++'Tw.,.w:,u..». ,..w....._.... .. . .,... ...,.....,,o-.�w :,., .. . .,....,n.. ,. .,. ,,,• ... .... .. .._,.,,,,,„ . ,..:..., �v,wa., ,..�...._..•�... ... .... ... _ .,.wM1+n'n.'tAv'cf#,r iij Lr WATER POLLUTION CONTROL FACILITY EXPANSION t, CITY OF JEFFERSON,MISSOURI 1.4 SUBMITTALS A. General: Submit in accordance with Contract Documents and Division 1. B. Product data for each glass product and glazing material indicated. i C. Samples for verification purposes of 12-inch-square samples of each type of glass ;' x x: indicated, and 12-inch-ling samples of each color required for each type of sealant or cc gasket exposed to view. Install sealant or gasket sample between two strips of material representative in color of the adjoining framing system. D. Product certificates signed by glazing materials manufacturers certifying that their p roducts comply with specified requirements. : :1i,„r:':'•'.riff".:' j 1. Separate certifications are not required for glazing materials bearing 4 H manufacturer's permanent labels designating type and thickness of glass, provided { labels represent a quality control program of a recognized certification agency or independent testing agency acceptable to authorities having jurisdiction. f-r' t1i:Ht`,t v `z i E. Compatibility and adhesion test reports from sealant manufacturer indicating that i glazing materials were tested for compatibility and adhesion with glazing sealants. Include sealant manufacturer's interpretation of test results relative to sealant ` } 1 pperformance and recommendations for rimers and substrate preparation needed for / r, :idA grit` P P P tshru�9 �J, adhesion. F. Compatibility test report from manufacturer of insulating glass edge sealant indicating " I! that glass edge sealants were tested for compatibility with other glazing materials including sealants, glazing tape, gaskets, setting blocks, and edge blocks. G. Product test reports for each type of glazing sealant and gasket indicated, evidencing + compliance with requirements specified. ' Vim! d'ti�•EJ.h.({}�:;i�jy2tU:'.:=;^"� H. Maintenance data for glass and other glazing materials to include in Operating and it••,,, ,r,�,. Maintenance Manual specified in Division 1. f)t}��t ;`•` ,:l 1.5 QUALITY ASSURANCE " A. Glazing Publications: Comply with published recommendations of glass product f t manufacturers and organizations below, except where more stringent requirements are indicated. Refer to these publications for glazing terms not otherwise defined in this Section or in referenced standards. �' ° ; �, Jy t f'�• 1. FGMA Publications: "FGMA Glazing Manual." ,5 ,,:j�:�!!'�i ,tits• i.`4 F,., :�„ f B. Safety Glass: Products complying with ANSI Z97.1 and testing requirements of 16 CFR Part 1201 for Category II materials. ,, C5-4199-00 08800 - 2 GLAZING 5 RO—3/19/01 ¢ } ��,�crz�,�"��-' .., ..t c ,tyfwtutyp�csxiruw.igv.,ta.t wnr� • •'i�MivSNit•�»Ni'u\44ft«'+4Y aet�•z,�aauw+u+\'+� •; ,,......,1.....,.,}._.t2 Y \ � } ``, � rg y+i i !i\ /c7a i Jz'x f y1 r•' ft r.A E ..7 r •: s . •.. � 71 .; t ' t t{'' 4 j , .r�ht t r :.,; N t i t '-,�>}t J�''G4 ltrA'�,i�(1�,� 1: •Y:i l 4,1.: r t l �}f1 }fDt� .i� v..ir lca y}I7l r F. It:'S. �� f1 .y� etr 1 .. L iftii i�+,,..r'vrt'1i'>��5i�ry `M1 '7?t F y�5'1'C 4 } ,,f, .'' �'f t ttt I ,Xf t , E ... .!ari , +,`✓t7t ��,��P�d y��.r, .�. 334.......>..r.....,r.+it,i;..hrvrtew,•.,ui.n,e+.wRn,.... «,..,,,.... ., .._......,.. .. ......._.... �� t+ Vi WATER POLLUTION COPTI'ROL FACILITY EXPANSION I CITY OF JEFFERSON, MISSOURI r 4; ` 1. Subject to compliance with requirements, provide safety glass permanently marked with certification label of Safety Glazing Certification Council (SGCC) or other certification agency acceptable to authorities having jurisdiction, C. Glazier Qualifications: Engage an experienced glazier who has completed glazing similar in material, design, and extent to that indicated for Project with a record of } successful in-service performance. n{ ..-t D. Single-Source Responsibility for Glass: Obtain glass from one source for each +„ product indicated below: 1. Heat-treated glass of each(ASTM C 1048)condition indicated. J E. Single-Source Responsibility for Glazing Accessories: Obtain glazing accessories + from one source for each product and installation method indicated. y` .t5 i 1.6 DELIVERY, STORAGE, AND HANDLING .i A. Protect glazing materials to comply with manufacturer's directions and as needed to 4 prevent damage to glass and glazing materials from condensation, temperature changes, direct exposure to sun,or other causes. s: 1.7 PROJECT CONDITIONS A. Environmental Conditions: Do not proceed with glazing when ambient and substrate .'1 temperatu re conditions are outside the limits permitted by glazing materials manufacturer or when glazing channel substrates are wet from rain, frost, condensation,or other causes. ix ap n}f •� t, 1 PART 2 -PRODUCTS `. 11;1; ` 2.1 PRIMARY FLOAT GLASS PRODUCTS A. Float Glass: ASTM C 1036, Type I (transparent glass, flat), Class as indicated below, ''r` and Quality q3 (glazing select). 1. Class 1 (clear) unless otherwise indicated. ';Y:y"' 4 2.2 HEAT-TREATED FLOAT GLASS PRODUCTS, GENERAL A. Fabrication Process: By horizontal (roller-hearth) process with roll-wave distortion �s parallel to bottom edge of glass as installed, unless otherwise indicated. C5-4199-00 08800 - 3 GLAZINGtis. RO—3/19/01 {{ r t aJ ,/f^i}x�f7,,Trr`x,.n; `{ +�cw..rM!+w•f�fi+.�warMRwiaetc�.° �, �f ..f`r.`.wv'uu"fiwW'X�YP}+�`."",c ,5.. t !r� '' `>r'e r i l'�ww+..+ryu1�.i.tul�.�tn 4t:i: •^'trpp�xilY`t .1rt'. +, ♦'1,. C� ,,' �.or•,� 7P'i �.�,�, rj+, t` t ,� , i. ,;7• t, i S ,r r\:ir .t k t.f �:t�.�AS'oFPi�N.:t^,,'Pti, S � � .. + ,.j ,'. .f t• '•> x < Y•,`a t ...0"' l� t.-:r"'1,a.Hr,P,ty}. ..�',; �:Sf,Sr,�f }• s: + u .v. '+ t br c t 1 .,1 t r :� t � 4� �,..• lty+>n. '� y 'b io za. p`f r � :.Y Sn.�+,r�':J;,'M}}kt}.,�•", r. (.' rl` tit f F � .�{ i4 y'7�1 XI��Yf �ryg� it X J+ t r ,ry ,} ( :t'.1 A✓1 } ,i t=Y, Ky,t i �'F F: !t,R})`j.[f,,1ty��y Rt/ 'ff� 1, �1' t�t t' {+r '�,� �,. �. ,nr ..+ ,..v'a>, n .�+s... fr. ..�J.l,..{!, 1 wnNfr'e5..vfrlt�4,l•MJJw f:Yr•'.V,rr w 1.�. .. ....Iw�+,XtFw`+lAPrr�,VKAv�y ;`YM1 41f 7'X�.j`"}`��'�:S„j: . .x,dac::c«.:..xa,ranr�r.:Ntasv.�wo,.w.,..a..r.»,..:........_.,..,:. . .:...i........,..i_rK .r.t r.•., x ,r ,,.... _.,.. :.�.. . . .......t,.: .......:........_,, .., . t i' >�;7� .'+n� WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI { u� ,'•Yw.;.'.�!. art r..r 2.3 HEAT-TREATED FLOAT GLASS A• Uncoated, Clear, Meat-Treated Float Glass ASTM C 1048, Condition A (uncoated surfaces), Type I (transparent glass, flat), Class I (clear), Quality q3 (glazing select), kind as indicated below. '., 1. Kind FT(fully tempered)where indicated. B. Uncoated, Tinted, Heat-Treated Float Glass: ASTM C 1048, Condition A (uncoated UNA- surfaces), Type I (transparent glass, flat), Class 2 (tinted heat-absorbing and light- r,,, . reducing), Quality q3 (glazing select), with tint color and performance characteristics for 6.0-mm-thick (0.23-inch-thick) glass matching those indicated for annealed primary tinted float glass; kind as indicated below: y;X" X ` 1. Kind FT(fully tempered)where indicated. C. Manufacturers: Subject to compliance with requirements, provide heat-treated glass by one of the following companies. 1. AFG Industries, Inc. 2. Cardinal IG. 3. Saint-Gobain. 4. Guardian Industries Corp. }�,5« , {' 1 5. HGP Industries. '`'G�'�w```J .VE`44� 6. PPG Industries, Inc. tir 7. Viracon 'Inc 8. or equal4 , i a. Single Lite Glass—G2 (@ Butt Glazed Corners only). ' ' " ' °'' 2.4 WIRED GLASS A. Wired Glass: ASTM C 1036, Type II (patterned and wired glass, flat), Class 1 (clear), Quality q8 (glazing), 6 mm (0.23 inch) thick; of form and mesh pattern indicated RI, below• 1. Polished Wired Glass: Form I (wired, polished both sides), and as follows: 4 a. Mesh m2 (square). � i _ G t� t B. Manufacturers: Subject to compliance with requirements, p rovide wired glass by one X11' of the following companies. A 1. Polished Wired Glass: � I l C54199-00 08800 -4 GLAZING '' ` r t+ RO—3/19/01 x�I �fN � "r' . .. .^!'+"'„ """"n`T'"°n yy. .➢itGl.'Aa4fi1�YA1 y�yy„Rpq,,w,rvo-,- _�,..'..,ra cxwfir R%?A7Yp497ii>ddU�{S!i�4W7�N1?Cawn!r".','�.',"7?.°•-i;�r.�rS''i_•;.;;5".�.,..'��ii~v` ;'J.'� ,�;t, h j �', _'�A"'%'r'� ,^�J lit�.�BS�'?A t�{r r'r, s r}, � rr r f yi yr a t•.t'.,o-;t,.•„s:r a. a�r � p ��r. r r rt,f .�� •T�`�iu�k rt�t ,} R1la i,n,: i i•r.+'. .}•,.�49+'1��,y?i-y+,y.ar y.�k,�f<.'jt.+,:,��..�>r.,:f,,.,r,}}1 i:��r°.!Yi�" ,.r.I�t,4 a.y�,r i,�{}xrr t;;�:�n.,,,4 u«r•�.{'t.:,✓J.,r`n`�S i�1 is s,!(;..�:.+Y y f,. r j t+k[ [=+}%.{ :, .1. !,�� t •v r .�`,,t.1 r i.i Wrt'r af y✓'f.,i;y,��.r''l t f'�?l.r y e}.=.{x^��.zs p:i?r`4��h'`�x`itz J J},'��'�i.';},"}�.f S ti.�r,�,>rr�i��Yy!�'t VIf S�:V,yr t1 0 t. n fr.'r .,}� �,,4t�.:,11:.,�1.,�.. ,,.,✓ S � � A,., t. � .[ t t y. ,,f { t! ;, r. yr r r k :, �«'Y t , +�„ i�.a+Y�a ll�� }« C ,t,. t ., 7 � ,c:-..1,,.,•,Sf. } ,r+ .;;�. i f, y' {';;v. i.t .,S, r� ✓, kt,j'Sy �/r*'.^` ',tt t ?: v � $'•n •*^t%+;i�,.4fr/P.:"�r. ,L�,-..� s�r�t.�`{,k.,',, y`'� "ei .?', it ,t. ,i ;r• ,,: :,rr ry � t 4 `�9yr,pfrr,f:.i.,1:,,,... ,., }}E 5,�; f,;Jp�y``.y.�`°A i��.#Srt': 4 ,�. :a }� d:t'��-f.C'f{.} 1',"tr�`�t;':��'.n}'+tiv 1: he ✓ y = ,i v! t r .I .1 } t, .1!r?v .( d`�i:y';ia. f5 t�t,}*tS Fs�i�•�,4`�t�;��.�Ai+�; �� II tt a � + .:.., t' s` . , �s ;.y t c `v i c �1.Yr +�° �r�+,�� 't6�,�i�,�'fiY�le�^,X�•e��,,, .�,r i 1 r 1+ � .1 t , r k 't ,!;it •�.'Yi'".t�A�s�`i:'�Sr.�7"��r�.f""',°�n?t .�'�• }r ��t1}.�f �� ..�i t ca} f 1 �. .,f t Ott t,ty s5•art , :k.fgry�i��4,�tt ya � 1� ..y 4 tll .. 7 1 .t� •,t rt rkr...r .YF.tYt y� N��N t, r. . ."N 4 1 .F �. tt '.tF' a .. , .I.' • t.f ` ),!. f kl t• �'lb �,�-S,�b ita t�r..r .'{, i� t�{ 01 . *as'tbt{rp,.yr„�{...Ar«wvawn. .. .. .:' �,.,,-I,.,.;.,..,w. >v.:w......... . . . ." •� '. .. ._t..,..._.. .. , ..._.....,.......W..t.,.Jrvvo•rpt.',:tH,un.:w.mw:.�t;...i:w..t.'',; 'o t,:o.,r�' "Ji ��?�� r t.v';I WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON MISSOURI �M1W � a. Ashai Glass Co. t b, Central Glass Co., Ltd. ' tr C. Nippon Sheet Glass Ltd. r :. d. Pilkington Sales (North America)Ltd. e. or equal 2.5 INSULATING GLASS �� ` '' A. Insulating-Glass Units: Preassembled units consisting of sealed lites of glass separated by a dehydrated interspace, and complying with ASTM E 774 for Class CBA units and with requirements specified in this Article. Y,>� J�4 �Yn 1. Provide Kind HS (heat-strengthened) float glass in place of annealed glass where a :;f t, needed to resist thermal stresses induced b differential shading of individual ° .°• Y g '� f glass lites and to comply with glass design requirements specified in "Performance Requirements" Article. Provide Kind FT (fully tempered) where safety glass is indicated. a. 1" Insulating Glass G1: `ff,`A;F 1) Manufacturer: Pilkington (or equal) N�.< ;..•. 'i t t-, t:... 2) Product: Eclipse—Artic Blue Glass with Silver Reflective Coating, 3) Coating on No. 2 Surface. b. I" Insulating Glass--G2: 1) Manufacturer: Pilkington (orequal) 2) Product: Eclipse - Clear Glass with Gold Reflective Coating. � 'n4,''`: ' ` 3) Coating on No. 2 Surface' C. 1 Insulating Glass G3 1) Manufacturer: Pilkington (or equal) �t!4p'I 4,Y ', eT�i'1'S�'�.:}irk Al 2) Product: SuperGrey, high-performance Tinted Float glass 3) Outboard lite B. Overall Unit Thickness and Thickness of Each Lite: Dimensions indicated are nominal and the overall thicknesses of units are measured perpendicularly from outer p rp y '�; ^?• surfaces of glass lites at unit's edge. : ;r � f C. Sealing System: Dual seal, with primary and secondary sealants as follows: ,f ,;••:: z:y :,,3T Ra. 1. Manufacturers standard sealants. C54199-00 08800- 5 GLAZING 5'? i RO—3/19/01 °• Ss± . ,.;...•a,:;, {�l, ,r= • .f .i.' a ".^+i«N�ArYp1f V ti ;rCy,•J y:[:;^i"'S^,'•'^'n±nPMeN,'Ot�ry?v!N!w.^ .,w!�.T',.. .?{( Z,y� .. t+. 'u + � � ' ;:�t^r� { f', r 7t° 1 c' { .�. Fav.J•r. f }r..`:,�i4•t'e"�•, 3: .$? }� ,t.�'' y(!� .�..,�v'ddr N.t��'I`/., 1,",'J,\�r'^ t. .I• �:t:' t 1' t p .. s. ,,�1 .t r_� ,Sttfy`tr n,. `l i 'l,,rx�S.,q../.z.4t,ti,9�.*>'1;•�.:: 1 af',I. ..?.. �y� r .l .� ar ti•r, .1. ,.. 'r j } r r 'i '`v •� r t IF.r.. � ,,, �:, �? ,,.�; {4r�': �rl,aM .'r .6•.,h,,ti,.,,,n '�,A!.•,:err ;,,: , A t ,tflr. ,�' rl:, r1.3 �. ?:'i$'•�','tyi;. •} S. ,.rsE;. ��'o +t wt .t��t�. 'ry S!,1. S.t' .� � .d. ', :.„k'jl .�. rl t, .5... ,y, %r, � ,�. ,,d 4' d S N. `k¢, S .:z)Lti,r..��1 7�;.�3•P' .�'l yt,' �, .. .J�•.a,,j. .t. .,,, a IS t .p. 3 ,1 t t. 4p1`3t, t, r,;;Y;y�; Jl •f4 of t�,j� '5, J 1 'iert.�(@ 4 . J ! ' i.~t.,.. '?�:� j i 1. •.r� ? �r. i y i ,irl:F,�7 1.?V k } ff;41 :t., er.'� .1 t � •,t .t. .Ia s.t t •)t �Sf: �t Z. ,� '71,3',..;i..�1S;��t;.F,T;�l',{�,h��3.y�i+Y�:1 lt�ry .r �'a�> .,1,., � v�'• ✓, s rrT ,� S � 5 � ..5 ay.ly,rt. ', G,a.,dY 1. tt '¢f 'ti;r .l' ,ir. I• t t t Sr,.' : fit >•7`,'��'.. 't+. 1x t,iyi ! .;4•,a �r, q G� J{. :�, ;qt.; t ; ,n tr' f 1 �`5 t.. �`,: ..PA s� r' ,t..i , 1,,�• ,r.ka,•,.t„n:�rc ;�`.4`,'ktr„y{r, t 'Ir .e, t., ,' ( i t ,,,I �r, .rl s. . 1Y } t :d,:r 1 1 t ti + c •�eX y,' 1 -�. r J�.f r.f:J(.'i,ti7}�n;:d.j`u;ytvrji(�j�e;;�ty,�}}:j C,� sv�lti,e•F.�, ::�: ,1(. :x. .4,r.9•rs'.ts.,r•�,3tu<,.. ,��,+,.<I”!:.�li,� {. !! :1:4 yr . rr,r,±tt .�{,. ` + x,* '��{ >.. t, r �:: ,� t r >,' :� r � rt J,:,- fir y1#.�'ar..{;;yi�.,f. .:.�. ��:,-..�'��• + ;;7.. m e tl t t. zy Y t 4 ,rY+{ i r>Qr ✓ # f r t I. '.S w ,I.:a +.,t.w mr�..,+... _a u .I..,...,.., x+xeviAYlcfMY•A1 jyy Dr �} Yr T 'vlaHrrdwti�:ro$n?nw.,a.».,wt,,...,..... ,. ... ....,..-. ,.,. ,� ., ,,. ... .. f.. u:, ..i. r., .. .... , ..._�..... :.:_ _...,. .. „ ,. •.. N.. _ .._........ � ��Y�4 Ntt t WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI D. Spacer Specifications: Manufacturer's standard spacer material and construction complying with the following requirements: ,t j 1. Aluminum with clear-anodized finish. C' b' 2.6 ELASTOMERIC GLAZING SEALANTS j A. General: Provide products of type indicated, complying with the following requirements: 1. Compatibility: Select glazing sealants and tapes of proven compatibility witht1 � other materials they will contact, including glass products, seals of insulating ., glass units, and glazing channel substrates, under conditions of installation and j service, as demonstrated by testing and field experience. 2. Suitability: Comply with sealant and glass manufacturer's recommendations for ' i selecting glazing sealants and tapes that are suitable for applications indicated and 7 ! conditions existing at time of installation. with the following: � 3. Colors: Provide color of exposed joint sealants to comply f a. Provide selections made by Engineer from manufacturer's full range of `r e indicated. standard colors for products of type t ix B. Elastomeric Glazing Sealant Standard: Provide manufacturer's standard chemically curing, elastomeric sealants of base polymer indicated that comply with AST'M C 920 requirements indicated on each Elastomeric Glazing Sealant Product Data Sheet at the , +1 , end of this Section, including those referencing ASTM classification,for Type, Grade, 4� !iF' s,.x • Class and Uses. 2.7 FABRICATION OF GLASS AND OTHER GLAZING PRODUCTS �;� ,+f,.;,,:,f; :;•`'; 1;;'•;+} products in sizes required to glaze openings A. Fabricate glass and other glazing p .r::• ,;. . indicated for Project, with edge and face clearances, edge and surface conditions, and L„1 11 bite complying with recommendations of product manufacturer and referenced glazing standard as required to comply with system performance requirements. B. Clean cut or flat grind vertical edges of butt-glazed monolithic lites in a manner that r; produces square edges with slight kerfs at junctions with indoor and outdoor faces. All 2.8 WINDOW FILM i' A. Manufacturers: Subject to compliance with requirements of the following company: Llumar Window Film: : , z or equal) a. Non-reflective series Model#NRM W-PS3-White ( ;�, " ' ] GLAZING 08800 - 6 C5-4199 � -00 t RO—3/19/01 .s .,.,.+•^-+^{uxr-wriro>1WYtdtstNtnvHY.n'Yat+sfil AMYlfltMnaw'""'",""_ '#-. :1�;).t�a'r�rb}�s'1'z��k ,•; 'i'.y 7r...R•p,..,+-..wrwM+!+rtGralMft7kt}kC #aIYSYdYIk •Ifrtt? ww`"',`.".... i .' f . , t ,�• t >',r' t I ''l S I , t f \: .t i .is . ' c^ ' , Y t i� {YjxYnF'�i.i �1'iy'rtk\ Fs}j� t t I.a t t f'X . t .,`fir 1 . �it YCsf,irt�t�i 1F�tii3i1l,�k�' 1 Y•� --AIlYut�,}r t;, y„.', r I 1 a '.,t l it a ,, i.1 ,' •4 .I f..:.,! lv r� rft� ,yYd�ti��,l2�sJ 1'S�7t �,st'tt t i � t 7.�f � .'S r, , F t J. I tit,,! 5.u'• :i t { 'I :t { :�i f+r i#t. } t�� w J: Vip r, a.nf• { )S ., t f A F pp ie t:.....�.}.,,JFCLnNi•.4MVK.v,Y.vvr........,.w ...._....: ' � ,.. .:,,... ..,..�.. .; ;., ,.. M a b,U.,« 'rF IL�' WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI PART 3 - EXECUTION �Mv 3,1 EXAMINATION t A. Examine glass framing, with glazier present, for compliance with the following: 1. Manufacturing and installation tolerances, including those for size, squareness, f , offsets at corners. i 2. Presence and functioning of weep system. .. ,; 3. Minimum required face or edge clearances. j t 4. Effective sealing between J oints of glass-framing members. B. Do not proceed with glazing until unsatisfactory conditions have been corrected. -� 3.2 PREPARATION 1 A. Clean glazing channels and other framing members receiving glass immediately ;S ; before glazing. Remove coatings that are not firmly banded to substrates. 3.3 GLAZING GENERAL A. Comply with combined recommendations of manufacturers of glass, sealants asketss and other glazing materials, except where more stringent requirements are indicated, including those in referenced glazing publications. 1 B. Glazing channel dimensions as indicated on Drawings provide necessary bite on glass, minimum edge and face clearances, and adequate sealant thicknesses, with reasonable tolerances. Adjust as required by Project conditions during installation. C. Protect glass from edge damage during handling and installation as follows: 1. Use a rolling block in rotating glass units to prevent damage to glass confers. Do =i„<'; not impact glass with metal framing. Use suction cups to shift glass units within S; openings; do not raise or drift glass with a pry glass lites with bar. Rotate 1 flares or bevels on bottom horizontal edges so edges are located at top of opening, j S _1 unless otherwise indicated by manufacturer's label. 2. Remove damaged glass from Project site and legally dispose of off site. Damaged �'yy'` �> glass is glass with edge damage or other imperfections that, when installed, { �...J weaken glass and impair performance and appearance. -' D. Apply primers to joint surfaces where required for adhesion of sealants as determinedzrr: by preconstruction sealant-substrate testing. ', E. Install elastomeric setting blocks in sill rabbets, sized and located to comply with referenced glazing standard, unless otherwise required by glass manufacturer. Set blocks in thin course of compatible sealant suitable for heel bead. C54199-00 08800 - 7 GLAZING s RO—3/19/01 fi}h 1(},?e,9!M!1t 46+j�AVNIY�XYai';NFf0.Yb@M.uNwwr +T ^!"• !jx�{ty�WMiuy+.t. t — w.esud,kvHatierFlntMYMMw».+^' :y. , .f L't�t7.•it j� �tt.� l ltlf , r .> .rl r. 't ., i� Y%, .:: t f ! � (.+. S .�5t" 777777 y'r. ) i�a,l i',?ni s,� u• ��,li, '*;;G�jk f� 5/� Y 4. .1 .5) a4 ?,c ,A 4. i Y f {.1 1�5. r + 5�{t}f'�{{t,?� Il,� �yF5rr74�t�'Y5_.• 9 Y u!:1t;••pt �}rrx :� f r :.t. 1�'�I l '`. }.'� A 1. .! . i[ .r ) 5� 1 t•t'i t71. 1� rld r}.',�,r1 l�%�' �?S•� ��.,_ }i •x1:,V" f4 if )� { :1t.. 'n}j. �1 .A �,5}•! r{.•,,�t,`t.,�. Ar,v �{ ..;5 ,rr ,��r,E.,t l i )? ..s + v �.. r. - t i �i.•� 1 , i-Y 7: ;' '+ if I�r r�F.lt�,�,.�7�Y�t{-.7•. ��'a�,r5 "�`:'•" �fi. '1, t� , t { t :•f t !! �` 1 � 9 rl'YS as r(i,c�. 4//{�! "'i" lf'_.1041 .1, .1 1 S St I �� f 1 •+ r l,. ., .. , .,........., .. .,..:.„::u,.u:r.=:.,:r.a tN'r M1 r. .�n ..............:_ ....�t., _.,..._.,wiaWM'.nt'1�+tt�r�� ?~F t'jF' 1 '. anwM•w.,n4v.,.eraa.,lw.,...::...: ,........>....... .................� � '. `�7n S'1 'i,1 ( 'r„ iII WA'T'ER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI F. Do not exceed edge pressures stipulated by glass manufacturers for installing glass lites. f : G. Provide spacers for glass sizes larger than 50 united inches (length plus height) as a follows: } 1. Locate spacers inside, outside, and directly opposite each other. Install correct size and spacing to preserve required face clearances, except where gaskets and {1 > :f glazing tapes are used that have demonstrated ability to maintain required face stem performance requirements.and comply with s j 2. Provide 1/8-inch minimum bite of spacers on lass and use thickness equal to � sealant width. With glazing tape,use thickness slightly less than final compressed : �,• �••�. thickness of tape. ref erenced glazing I.I. Provide edge blocking to comply with requirements of ref publications,unless otherwise required by glass manufacturer. ' r n t I. Set glass lites in each series with uniform pattern, draw, bow, and similar characteristics. 3.4 SEALANT GLAZING (WET) A. Install continuous spacers between glass lites and glazing stops to maintain glass face clearances and to prevent sealant from extruding into glass channel weep systems until sealants cure. Secure spacers in place and in position to control depth of installed �7 sealant relative to edge clearance for optimum sealant performance. ; `t§�!,i B. Force sealants into glazing channels to eliminate voids and to ensure complete wetting ti or bond of sealant to glass and channel surfaces. C. Tool exposed surfaces of sealants to provide a substantial wash away from glass. Install pressurized gaskets to protrude slightly out of channel to eliminate dirt and moisture pockets. 3.5 PROTECTION AND CLEANING A. Protect glass from breakage immediately after installation by attaching Crosse },Y, t: streamers to framing held away from glass. Do not apply markers to glass surface. ` Remove nonpermanent labels, and clean surfaces. B. Protect glass from contact with contaminating substances resulting from constriction , operations including weld splatter. If, despite such protection, contaminating substances do come into contact with glass, remove them immediately as `i*3 recommended by glass manufacturer. GLAZING 08800- 8 C5-4199-00 08800 8 {j RO —3/19/01 •,•m- r!�,4++' *t+nr.HS9HWt n^xh4iS7KK+St¢h.M i�iN _ ••.+:,n,.v.+r+esaitunnt+XC!wtvi,'�It�ns�/.F�L'1MI�'pkM'� ',"^”"•J .f to'* r.--•-�•�'j; 1, t r tf .•, C k` ««•K!+WM, S747Nitk r+il\H•/='�K x t blrrT .'"'";.r� y '+,�,�rt,� fir r r L:i,.. ,'t , i,• � ,. ,.,. ;.,,,�...f(:is t��,4Ji i�4i r •?VI+Y�yr'} 3t.. .{'•l `. , j �, t., f��V �i .'.k r r `f 6,��utti 1tt'� ��Y .x�yU+� r',' ;.�4`✓++,,�j 1'fa' S :,iii ;, 4�.r. .7 5 {. � '� � 1 3 `,`' , ',1�..,t j V..,,x. �f\�i��' 4�1 r"" 9�`, :La't'�:PI.{TI' µ�.f, ,2 , L11� i St t / .s ! (( '{� 7LYi'"',�1' Y�II�g��+'^irt{�•st', Y•!�, yyi 4 1 4`�'.i i. �l�:S i�+t ,r' t `.1 i l r �f � �/ i�'.f .II�'��`i f�f T��41 f�ix�{� yy. A•S V7.`A'r< $ .)V� ;,. ,i} !,I ,i:` t�. � *,.'• i .i. , r }. ,fi +,'P:I'1)�'i.tY�,)r. vvv>� �t11�, ir6/'k 1!:'. .I t � 1 , M .L, 'a {h f,�� ^1 na�J�.•4SY ��..5Sn �i;, t •j. ys"19i ;� �� il'_:f!{'�i�.`�t 3�r:R ..is• }. .. '• i t,, t t•.' 'D* _,.�.µ nl' ;,ti+�'t7 ti.:�» �".' }arc t _ t r t kl;iY H + t�,.� tr., .Y T; Yl�f t �"�;�tr•Y :T� 4 C 4t• t F t y.r .:t t 1 } V 'S{',�7 }�•ir_ � f� „�;f ,n•r.,,,,iq�. . Cif, t` e •'�,p�i:�:�'. !.sr1i,�FY Il3` "�j }A {��,¢t}`��rt t qt"'y�t.�7t,V.! 1 ,x s. �4 =r} r r' t. r r ,t f .��1' 5 .�Ya `r t x#.1 v T f y�d��:a 5. ,�'•� .,}a�,'y��.�^:C `� 1,. f� � '�.'1�'`L.• ry.- .C'ki i`i�e+�`�r"`S° ?�5:4.drl"l.f .@'�N S. c f �r a {,w tJr 3 ;;a 3 v. ,r.,. ;Sf' 7 J. .�5" t , :�i h, .t{'a } (' � =e'1 } I = 3. c', t!F[� 1 :eli�+. ;�:.f.,.;SJ y, �,f)'l lr Ftr.,�1��({,P;`x Klrfx�±��,.• �i'A'3,1,,,;`c•tR1,Y','.a`..1 ..!7 >,; t , j t i (i .ly 3^r x '�,k.ti�Tti Y,e kit v�i':.:r'< �rrvTV ",'b; pt .r �t, y�r , q a�.• � s ii v' ,,Y:i ;'� r `- , t � !', 1 i. tjb � t a �-;�r. 7t�'•��C�.r� �"�Z•.1,r4�4,E,,�1 r,.{'.}, .:>_. ,k; � ,+ � .v�(s �: f,.rr,?;T�?.'Y:�#7,;;i:,�.._,1.�i'-'�,1, i��C•{ii;' s�,'`u�•"'�5��},,'� � .�'• f',�;�.iiT' t'x-1;{il.p �-•y • �� .f�� k,d2. mt�};liCi 4}i.jf ry.tl,Yf. 1t.r: ri ' a:.tr=ti 'tr 'y JP. '},j�.�s%,?j„;�. •Fn. f.it„CijF ,.r, •k=�ru' ;`g.� t. u ,7F z,. .,!”, n t,•:.,r _ ( (. t. F 1'e t tf.{? t f+ ,x,?;;;�,eS'tf n•l.i.r tl x'y',rt:f � 1 ,'rdt'u' tP,i nli .y>r4`, (jj'r,.•S .t`iN 1'}a�r.td,, t..{•, F:1. s + r :''a ?t ) a: . .t:.t.�rs f > #} r a ! �>�� r-;jt Z t �1 r. h } �e:.7.1 1. . 3.� ,ra�i(e�i,Tri^�,ti� t'''��',,r �7.•+.k�+tcu�t.� ' �f •�q�;��ii} �6rt.,��#�Y.�x+pii<;:�i,< t, .:.F.1°i, t.:J!..!�r....:..::ria�iri„Rrrm.kwtfw�r�RnaM.^..»,-„.. .j._..,.,,5:.. .c.:.....,.,..;.,r:.,,..c.u..ia, c:_i:.`n.�...i.ux.ii*ra`i•+.wa.e'a„St�e'. rkii/na xwr�i'iwa. �• t A.r 4it ' WATER POLLUTION CONTROL FACILITY EXPANSION z ?' ' CITY OF JEFFERSON,MISSOURI ” k' •� h r� C, Examine glass surfaces adjacent to or below exterior concrete and other masonry p . :.k t surfaces at frequent intervals during construction, but not less than once a month, fork . build-up of dirt, scum, alkali deposits, or stains, and remove as recommended by glass manufacturer. ``” D. Remove and replace lass that is broken, chipped, cracked abraded or damaged in g pP 8 any way, including natural causes, accidents and vandalism, during construction Y period. �'"' ti K. r ttI END OF SECTION 08800 T��,j C_1 �ii%y�'��y'!,'•its r.t �,'��" 01�'Ilt •sl,t '1 J 7 l•r ., r "' "�, . Tilt tYl'l. r= S I S'• 14��7 rit•!.Nw C5-4199-00 08800- 9 GLAZING RO—3/19/01 '! r a j{^ C119 MR! s,(y r "t t ,i V}°N s vttl:I ra`Mz` %`�tti s .. '.,� +' r �y .{n It ry'+�µ "•?„bt r: 3'4`��';`'� �.tr�' �''r fl:.+?� si iS uf+T�t`�:(��n$',�'�.�Zy,,, ,,�s� sy��r,� � ” •�_ v . ;'�' 4,�f�r:�i �e��" Jr't 3�, �h�:•�.�q�rF,_Y { �t � 1�,. r:xs r. r'"✓.'+ vx n: i 1§f Y) S }' SDNf ISrS}•,�'`"'.1n ry�F`l f1 p.}'M•�ti 3 'R'( ^' .. } ' �" tpr •i fir. r r ✓a!,�'C '<;. y , `rt„,'¢�}'•-t;ti� �'rr,^.:,'y 9„ �l"tY ri ti.''fi r.,ii' 45°i k�+ vt'?4"'� += Y.;; ,t'.t+, 'a'ntjx?�Al�-3G :S'f. 'a R' ,'{•' , Tr. E r. +r1 ;: uuu ir, t rt +�• gip; tt`; '13, q ,�r� �, �!�9c� ' .:"arealrtt¢f"�'t�� tt�,'t�� ±,�.7F`, t :V'' ' t ,Lt' $. •Y`1,s'{r7iO c¢Y t r .'Lq+t t77i.,c1 t�?`?; -aC;Jst' .,,j,e (a y t,;;tp 4n�,;^,.'',..r lcti.,. -'L;5';,:j" 4 }:(r°5 ,i.x 'i•.'�} til L' ',i,.'.t p ,11..J:•r?F' ry.r ,+i e,;,•.,rs,^ t`1'ti� r''l�i �C,,'2. '.jt '1 Y} t;;tr�'(i,y.. 4,. }1�.{o'.L•ar. ,;t,,,k-,,;Y.-r,. „�, rJ's�':>t. ,f;.r!�tt. j'r1. .j�:t�l:�,(�, .,., a,n::, t ;t.s.�,.v��i..:,�j,..;.;., ,r"„ r�, ,�3 .� •�� `�?,' '•�;j, tS•t'.s' r�i5?�i;J t4:M'.y �.}•k,..•i�;t F '.n'j�i.. l�!...lx l' f.nh 1c.,:.F�7,4,,,ry(. .)r+ff•'t Y �It a: ,(4 .'C�., ..)?� �t�• `,tr•t" r 4`'i byf_ ��i"•?.rY:,�ff}� Jr,p(�GlW� X7!`:3:,i{i}=,x .t{i' .:1ft.P+E t'r. x '};'+ 1 •�•te ,r ri.t f. tt �r :l'?. �i .�t4 j1 '�';C' •t(t h f �!.i; , t,"sh�i } l � 1J11 + �z •s r?.+ t +, s1,7}`', A3 ..iu f t4 � .!t J �,' .•�t , _, .. .. - � ;�:s `f '. �e{ •1h ' y{. .,,� ;f+1'1'rfkal��f),t,�}�,+ •� li') i',f t i ` f, r" '1 .. , � ii .,...i«rery....v.,....,.ti.r•-.,..«..,.®._,5... ... t.� ,'x t�.�..,'.`!t 4t ?+iSi;J�lr"!+�,�;:�r'.t� �n .. r t, � •,.. ..r,e,Fr^,.,�, ,....,'., ,..... ...... :... ...- i........... ,i4 yk1 yt�`t Jik.• WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI �? !' 7 . , SECTION 08920 - GLAZED ALUMINUM CURTAIN WALLS i PART 1 - GENERAL tJ 1.1 RELATED DOCUMENTS 1 A. Drawings and general provisions of the Contract, including General and '¢ t,�'t t Supplementary Conditions and Division 1 Specification Sections, apply to this > ! ,,,.•;;, Section. 1.2 SUMMARY A. This Section includes the following: r, ' �3�',,,• ''' 1. Glazed aluminum curtain wall, stick system installation, complete with reinforcing, trim, shims, anchors operable concealed vents and attachment devices. t� t r° B. Related Sections: The following Sections contain requirements that relate to this =;=a{;> +; `• " •;; Section: .`� 1. Division 7 Section "Building Insulation" for insulation materials. ?.. Division 7 Section "Aluminum Composite Panel System." t',51r1,1�i 3. Division 7 Section "Joint Sealants" for joint sealants installed as art of lazed '' Y ".. J P g aluminum curtain walls stem. 4. Division 8 Section "Aluminum Entrances and Storefronts. 5. Division 8 Section "Glazing." X71+'tt`f,i�! • r.�: '.{ 1.3 SYSTEM DESCRIPTIONrri�II\\\ t } A. General: Provide glazed aluminum curtain walls stem that has the following rt�r3l qtr)}��sf_r t ' capabilities based on testing manufacturer's standard units in assemblies similar to those indicated for this Project: 1I1/ dq ` 1. Withstands loads and thermal and structural movement requirements indicated ;UY„�';dUv.;:,, without failure. Failure includes the following: � ; ,:_,,�, a. Air infiltration and water penetration exceeding specified limits. b. Framing members transferring stresses including those caused b thermal ' ` .J g and structural movement, to glazing units. +i w ws�r: •.. ' B. Glazing is physically and thermally isolated from framing members. r> ' rr C. System is pressure equalized at its interior face, ' '` C5-4199-00 08920 - 1 GLAZED ALUMINUM CURTAIN WALLS RO— 3/19/01 f,Li ,t tc "i)t 1+YSYpS�.4/'�•!.# ,!;a;. 'i, 'ct +Y 2.ytt. _ 7� tt7>i.1. „a,J t f itu Ts ;,•7}f;t,�,s�''^'ii y ITk�k.�s7"�r ry!fi7 rt; ' — . t ._ : .,, 4�: �f r,°� r , 't s': r 't. ._.ir. .)+r^`. ..t,w. }.',d' :;s:.:y .n •�;:t')± 'tv;x; �t;Ybi!1': { `.I,' �',''�"'i:`jdt+n'�Yt �!: s 4: ;•S.. + ,n i 1 r" 'i s r +' *ar,�', r s .t,,r•. 5;+�'' y.{:tl}}�4�:y5"'��: a .Y t f. t�+! N. .rY�� ,:i lrCfi v .•R';•.�+1^Y., 7 'f •.t .l. ll .^ '^!,1 .,.�1 1 i�.k,� ,.1...r :.1j r�! :I yi 4•tl t l�:' t Jn '$ w'I. IS,'. 1� 1r p yJt., yy 1 t ✓Ca, 'r SN'`r„i C� .n N�'' 't:,J rt,.-.r.:?�i, t t ac' .� �: �.� t.' j..!! i'F tit; :r,.:,y.,,. ,.£'itie++h•f Ta +t'td. .+'{j' .,fn Y-tt'i3•'j�ii'11.y.ff dt.i+�J.C, �sS', '1'i ..Sa L, J .>f� ,; .ry , .svt .;r':,f. � r F s. �.y } J•,}.� {,Gjw ,} n .�'e its �:!'. 'ti'<Y�;s,,;r,.,r,;v.;r..,l:fl�„ti ..r. ,,IV 'st i '^t .-' S' 1, .,,�. ,'T .r } i it U�4' 7 + }, .•I.k;+t.tJ�z�t•„t1'.�jr,.�},r�,r�E��.1, 'd. J �J9j�� ,)r�,= w,`F:a(,1.. 1r,„}1 .;Y2., �t� ?( +sl + +c t. �' rt, 1 .t ,,1., t. +' r r.7`,s;r :'},S "v3.t)•✓r1 ✓ "t(7 r+.. �7{�, „N i`' 'tra •r r'. a .e y IJ� r r: ..t t r ,y yet 1 $ s1J� -as I(,t. L7� ` ') ,zC;,� �f .�t !�;'} ets i..t :�!`+ e' , '✓'°'JF. r ,.,. .'.• y N, t t� .�,r1�.,,..'`.; t JSFw,��'S'�.1'tl�Y tj xLl ib;3'[4��1.'(f+:..lL 'tot' i ;, t a.;�4{ r ,•;' ,i. t J r �, }�c;�•{ �t J,t r r rt',�+ '4"t.�t;`..J S''� ` :.1:. 4p' , Ji WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI D. System is reglazable from the exterior. ` 4 ff � E. Wind Loads: Provide glazed aluminum curtain wall system, including anchorage, capable of withstanding wind-load design pressures calculated according to requirements of authorities having jurisdiction or the American Society of Civil Engineers' ASCE 7, "Minimum Design Loads for Buildings and Other Structures," °' 6.4.2, "Analytical Procedure," whichever are more stringent. 1. Windload: 20 psf. 2. Sidesway (Story Drift): Accornmodate building story drift: when wind loads . TWM,1..`4• effect maximum overturning moment. Calculate story drift according to requirements of authorities having jurisdiction. yz4, 3. Deflection of framing members in a direction normal to wall plane is limited to . , .�,,; . 1/175 of clear span or 3/4 inches (19 mm) whichever is smaller, unless otherwise indicated. 4. Deflection of framing members' overhanging an anchor point is limited to two f times the length of the cantilevered member divided by 175. t F. Seismic Loads: Provide glazed aluminum curtain wall system, including anchorage, capable of withstanding the effects of earthquake motions calculated according to j requirements of authorities having jurisdiction or ASCE 7, "Minimum Design Loads I 4 1 l > for Buildings and Other Structures," Section 9, "Earthquake Loads," whichever are more stringent. ;:,;r ,i G. Dead Loads: Provide glazed aluminum curtain wall system members that do not { " , >r deflect an amount which will reduce glazing bite below 75 percent of design dimension when carrying full dead load. Provide a minimum 1/8-inch (3.18-mm) clearance between members and to of fixed panels, glazing, or other fixed art P p � g g� P immediately below. Provide a minimum 1/16-inch (1.59-mm) clearance between members and operable windows and doors. s;''f: H. Live Loads: Provide glazed aluminum curtain walls stem, including anchorage, that s'1:.,...... accommodates supporting structure's deflection from uniformly distributed and ' concentrated live loads indicated without failure of materials or permanent deformation. "i I. Air Infiltration: Provide glazed aluminum. curtain wall system with permanent -' Y`, x Z . ' resistance to air leakage through system of not more than 0.06 cfm/sq. ft. (0.3 L/s/sq. m) of fixed wall area when tested according to ASTM E 283 at a static-air-pressure ` ;'. difference of 6.24 lbf/sq. ft. (299 Pa). fxrfl{; I®r; 1. Provide operable windows with permanent resistance to air leakage complying with AAMA 101 requirements for types of windows indicated. ,€ 1. ry. ' J. Water Penetration: Provide glazed aluminum curtain wall system that does not evidence water leakage when tested according to ASTM E 331 at minimum C54199-00 08920 -2 GLAZED ALUMINUM CURTAIN WALLS ':{ j,. RO—3/19/01 n • 7h. j. ^ 5 r.sAI '.� 1 77, �t>�h h�L �S t�t{ , 1 y}x `� 1 ., 1.. f i .t' C '1; i�r:;�l�t�"4iSrc`�,2f>1�°W :r •,��i"i�' �� uiJ ,tFS 3�tI ur.1b '"Yr a}t"j4 ,"I?T.1,1'l�i? .(' • t , 1 ! WATER POLLUTION CONTROL FACILITY EXPANSION �. CITY OF JEFFERSON,MISSOURI differential pressure of 20 percent of inward acting wind-load design pressure as defined by ASCE 7, "Minimum Design Loads for Buildings and Other Structures," but not less than 10 lbf/sq. fl. (479 Pa). K. Thermal Movements: Provide glazed aluminum curtain wall system, including " anchorage, that accommodates thermal movements of system and supporting elements resulting from the following maximum change (range) in ambient and surface temperatures without buckling, damaging stresses on glazing, failure of joint sealants, ! damaging loads on fasteners,noise or vibration, and other detrimental effects. 1. Temperature Change e 120 de F 67 de C ambient; 180 de F (100 deg C), material surfaces. } `+ ! j L. Structural Support Movement: Provide glazed aluminum curtain wall system thaty, s J accommodates structural movements including,but not limited to, sway, twist, column shortening, long-term creep, and deflection., -� M. Condensation Resistance: Provide glazed aluminum curtain wall system with r' condensation-resistance factor (CRF) of not less than 55 when tested according to ! AAMA 1503.1. r n ' N. Average Thermal Conductance: Provide glazed aluminum curtain wall system with an average U-value of not more than 0.66 Btu/sq. ft. x h x deg F (3.75 W/sq. in x K) when tested according to AAMA 1503.1. O. Dimensional Tolerances: Provide glazed aluminum curtain wall system, including 4 `' anchorage, that accommodates dimensional tolerances of building frame and other 't`'�7``>};:•'v't " adjacent construction. 1.4 SUBMITTALS i 1 A. General: Submit each item in this Article according to the Conditions of the Contract and Division 1 Specification Sections. B. Product Data for each product specified, including details of construction relative to :.� materials, dimensions of individual components, profiles and finishes. C. Shop Drawings showing fabrication and installation of glazed aluminum curtain wall system including plans, elevations, sections, details of components, and attachments to u other units of Work. a, y 1. For installed products indicated to comply with certain design loadings, include structural analysis data signed and sealed by the qualified professional engineer i responsible for their preparation. 5a � t ` C5-4199-00 08920 - 3 GLAZED ALUMINUM CURTAIN WALLS RO--3/19/01 S gF t �J� (. M#'.V°^" """',+n•++R.NUUYiI'LWfxMV Ylrw .�^^+,»�.w�x4Na�zax>av+,+rZrd+a4y't2,S£�.RtCk�asr.KSw+u��Xav!•xCV� ..w...,,.rrrr.w.....,....r+-..-'..*..^'*^ { J' w; 1 ; ic lk t � t 1 t t � J t ' t7.r( Yj f 1 f .f A•.,I � 1• (J�+�'7 FS ' , ,1 i .. ,. w �. .,fs y•,•..., . ...,,....,»+�-oa. 'tf't,pA�t�t '+ r'.�, �t�r+li t.�S 1. ,4✓kmi Nte+et.t..yyp„k•au4ur. .e...wu•., ....,..�. .. ....,krfNrY.�-t 1.11 b•0.t '4. ..., ..♦ yr n.,,• ..n.i� ............. ... .......v ♦.r. .•« .<.. ....�... .. >' � 1.� 4117 a,t'�e�Sttt .tV;•� WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI F" 'on of each a of exposed finish required in manufacturer's ;. 1 D. Samples for verification type P standard sizes. Where finishes involve normal color and texture variations, include }� Sample sets showing the full range of variations expected. E. Cutaway Sample of each vertical-to-horizontal intersection of system, made from NT ' 12 inch (300-mm) length of full-size components and showing details of the following` 1. Joinery. 2. Anchorage. 3. Expansion provisions. 4. Glazing. ��y 5. Flashin g and drainage. 0� F. Welder certificates indicating that welders comply with requirements specified in "Quality Assurance" Article. t G. Installer certificates signed by manufacturer certifying that installers comply with requirements in "Quality Assurance" Article. r,:: H. Product test reports from a qualified independent testing agency evidencing E 4,^"r'•.:r' u �4 tf`y;,=.:, compliance of glazed aluminum curtain wall system with requirements based on 4y- y F�t4ti}fc�,tsti t comprehensive testing of manufacturer's current system. I. Field test reports from a qualified independent inspecting and testing agency compliance with performance indicating and interpreting test results relative to �`•�' A ''-�'•��'"`}°�'� '';• ::•1J $•+��CV fir'¢.y t, requirements of glazed aluminum curtain wall system. 1.5 QUALITY ASSURANCE A. Testing Agency Qualifications: To qualify for approval, an independent testing agency must demonstrate to Engineer's satisfaction, based on evaluation of agency tl+,t t;�i is:•.4 3�yr-.{; submitted criteria conforming to ASTM E 699, that it has the experience andts;:�i capability to satisfactorily conduct the testing indicated without delaying the Work, B. Professional Engineer Qualifications: A professional engineer who is legally qualified f `+ to practice in the jurisdiction where Project is located and who is experienced in a'. providing engineering services of the kind indicated. Engineering services are defined �?�� °�,#•,�z>k; ,},�rt�,�,;, as those performed for installations of glazed aluminum curtain wall systems that are similar to those indicated for this Project in material, design, and extent. I . C. Installer Qualifications: Engage an experienced installer to assume engineering =r responsibility and perform work of this Section who has specialized in installing glazed aluminum curtain walls stems similar to those required for this Project and who is acceptable to manufacturer. " •`'? C5-4199-00 08920 -4 GLAZED ALUMINUM CURTAIN WALLS f RO—3/19/01 d ,<..-- •..q.w+{RS tC C(7iW4'iY'Af5 1+'trYi acm ^•�rrn7rHre�c4tu�ew�MT �!�pu�� yiist*+rawvw.+"' t J_ z '� J tt '3' 1 0 c'1 iy�jJ•� ;,��1''td,,i �yi�ti t�` � '• r }k.=r r � ,( �' t, �� t �.� {� ,zy°�, � '�,� .t, f � flw st • , rF .J' rt. t '. � = i r.' , � b fJl�r, -t' �'9 J � 1 � J � Il�..�f Ii�F{�f��f.��q� �t • vol. �.{ t..5 ww,r.vf l.Aq, t 7 ° WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI ' rF 1. Engineering Responsibility: Engage a qualified professional engineer to prepare y4� or supervise the preparation of data for glazed aluminum curtain wall systems, including drawings, testing program development, test-result interpretation, and comprehensive engineering analysis that shows systems' compliance with � specified requirements. V t:n4' t"1�•fi j.�X117. D. Source Limitations: Obtain each type of glazed aluminum curtain wall system from one source and by a single manufacturer. ntr�o+'�j "i E. Product Options: Drawings indicate size, profiles, and dimensional requirements of � glazed aluminum curtain wall system and are based on the specific system indicated. - c � Other manufacturers' systems with equal performance characteristics may be ! _ considered. Refer to Division 1 Section for requirements. 1. Do not modify intended aesthetic effects, as judged solely by Engineer, except with Engineer's approval and only to the extent needed to comply with T`j performance requirements. Where modifications are proposed, submit ►->` ' ` k comprehensive explanatory data to Engineer for review. ` 'i s'r F �"`• F. Welding Standards: Comply with applicable provisions of AWS D1.2, "Structural 'fit Welding Code—Aluminum." 1. Engage welders who have satisfactorily passed AWS qualification tests fon ' welding processes involved and who are currently certified for these processes. G. Preinstallation Conference: Conduct conference at Project site. Review methods and s'�+aarF r procedures related to glazed aluminum curtain wall system including, but not limited 1 to, the following: 1. Inspect and discuss condition of substrate and other preparatory work performed -1'r�'�;' by other trades. ` 2. Review structural loading limitations. ,�4''= ':'' " 3. Review and finalize construction schedule. 4. Review required inspecting,testing, and certifying procedures. {+ '( 5. Review weather and forecasted weather conditions and procedures for coping � ,it. with unfavorable conditions. 1.6 PROJECT CONDITIONS ?!i.';•,z 'rM1;,�# qtr; �., ,. A. Field Measurements: Verify dimensions by field measurements before fabrication and show recorded measurements on Shop Drawings. Coordinate fabrication schedule %.''. with construction progress to avoid delaying the Work. tt, t 16161 Sat CS-4199-00 08920 - 5 GLAZED ALUMINUM CURTAIN WALLS s. t RO—3/19/01 � t13 �'r!Ft•.`�y S.r'""??.:1.{! jl.rJ N!.l.1 �.+ 14.�EC.O.Ji� t F:IY' fWiOYt rF,MAYNT41iYiliB"rF:7131('4W9..!N." .f�. 'r'•+robtIfaft7.'.gtin`19Nt ko/;P'1:MJme.'^'°`.. s .l :f " j '.v[rr,!e.rr�.! h.} 7 t ,!„ ,. :( ! s �t i , . c t , iT+`�'� .tl• t� Jet �� t ' t t ; t '., e Z a '.t . nt .tr {�; t •r.l tt'q f47�°`� � VaF }E' Ss A, 4 , Si. :: RS � , d t 1 f • l '�t{tA} 'kltr i fi, t �,tl,..�.,+� }r� '1'i v ..t.{;; ri ' :, t ,i t t c#3 i ty;3':{'.iiuyi,S �'r4}��f��3-•7�L��s r�r. �y+1'jyL S P Y .� Ef }t .,, 11 i..)t '#1'�, '` .'!.� ?.x l �1t 1, �'M V'N`te°J.rJiSh��at#F,ft•iff�. ? 1' .w-','ry j'�{ SI V, k .ir = t I 't +`x r �,k '•r t Ft t2 d^}' ," r }j .1 F:'� '.Sr t• , .:t 5�r•; ' 1 y1 iY 31j ..} .'i� .(i �i; �. +){��".,'t iiy ! ..d,� `tly ' i k ti ,. � ., � `t �•I � t Y :kf>'L '� 1�:�„�t�;LS}f�"•'1j':+t, ,' tt94ctf Srl:t� ,µ{(J�trt;.r 7 ' ,.u..,j+...,..n+..� ,,..•. ..,�..'... ,r—a..n•.tixow.:nr....w,..W„n. m.,... r-.:x,,•+I„.a..._,..,..., ,. ..... ;5t 5 Fl r�itf��j'frt�yrt\,” WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI r ` i 13 WARRANTY General Warran : The special warranty specified in this Article shall not deprive the A. Gen tY Owner of other rights the Owner may have under other provisions of the Contract i Documents and shall be in addition to, and run concurrent with, other warranties made ;j by the Contractor under requirements of the Contrast Documents. j B. Special Warranty: Submit a written warranty executed by the manufacturer agreeing -;� to repair or replace components of a glazed aluminum curtain wall system that fail in materials or workmanship within the specified warranty period. Failures include, but are not limited to,the following: r Y Cf Iv .,�4 1. Structural failures including,but not limited to, excessive deflection. +.;;y, �r 2. Noise or vibration caused by thermal movements. 3. Failure of system to meet performance requirements. 4' 4. Deterioration of metals, metal finishes, and other materials beyond normal weathering. 5. Failure of operating components to fimetion normally. f 6. Water leakage. 7. Glazing breakage. :.+ Y jet.. C. Warranty Period: 2 years from date of Substantial Completion. ,•� r." <�,yMJ pl ,: ��'v��1J�11)� rt�u•��„!ry`�Y�4i�S{yk4('�`�AY lr:'F,�•��'+r ;},4: i,"Y fw�y'll•al!:y 4a'L•(4 •i y"Ss;F,;�.t;�i. ,t1;�jpr�„Si�`'r�'! :. .1 j PART 2 PRODUCTS ,r#�, F• ;'r r]I 2.1 MANUFACTURERS ;+:rcl:�w kls fat:• A. Basis of Design Manufacturer: 1. Vistawall Architectural Products: + '` ''�1.111 a ,`:, `i' a. CW-250 Curtainwall System/ V Glazing. B. Manufacturers: Subject to compliance with requirements, the following manufacturer's will be accepted provided their products meets or exceeds quality performance of =a= P P p Basis of Design product. 1. EFCO Corporation. ""'` " 2. Kawneer Company, Inc. 3. Tubel rte Ar chitectural Systems. ems. 4. or equal t4 ea', r 08920 - 6 GLAZED AI,�M CURTAIN WALLS T CS-4199-00 RO—3/19/01 Ni,�, F»r,. � '?'?'" ppls�y;zyA+�a?i?,r�!ar?"�"•, ,. ,. r r +t^'.u•....,n+�uwwf;titfs +F?��', :`�""!vf`"�•�ii�'?:;r`.;z"•r'#��p��ss4,,r"tlr�p:�t'si; t rC,rljil`r"iF"rA7 v, r "•'",Fr.'•';`. `1.t7.,."""}°3"��(';;,•:�� .i 4. _ .y 3, i{, f t. r< 't t ,".,rl.;y,,6r�tTtt r:y.1;. jf SKTi*•1,(',l y1,r4�f ..: .n�� ; �} Y Y.„�t ;,��.A I:,,.,��{{ �i�t(,w.s7r* 't SY^55,.F. .+,r t t Y. � a {} t, 1 x � 5,F1P.., ,:rrh.,S'+• #i�.� '$•*Y�'v"T�kt� A '. +.1 •Y is'� `r raj:}.. .5:.' ,rani <:t7i/ 7 4 E�. r,(. .S't x gA J `} iF 7 i� ar;.:,�:�Jy.'C 3'q, Y rl,,y,'Cr"dS�� 1. �1 T. c ' .. '* �.fir•. .?r.�+.y)�• $!'{ rr, ,.�.•,rgl�,,, .vkrid Y,,....v, t.€ ! , ;y.,, { �. b• �3 i;y ,.,4 �1.i. .1.:'o r+: �yt.�,l.v„Yil:�'� aa;ltd,,�:j•3iy ae .l, P .t” •,.a• S�t�. 3„�L�i',,kr:,:^`1.,,l..6�'+ S,,I' .;ai.r 'rAt, :.;i t. , 't. .t :hy•;, 't �. S C ,# !,':. � }.�'.. #° I,d.,.'.9.y., i..1:•”+(t�..x•Si'�'1"t"16. y,�r ti � W"� t \ r;, +#n,�.tr�,...#,{?, � ,�," ,.l,r' ,,,, �,t. }.. .,? +r' r. +'�. .s., + � ta. 'c 1; '-�tl%%;., ,t.:{,,q .ti,a, t�:,h7. •"# #� � yg i} [..'�i'.i'3 4�t'},e+.,.tar:in 5f11'l�•t rlYt F"!�'r! l! .+r`>�: ."r,l(.j:`t'��'•,'ei', .,�`��t�vi''t'. ' 3l 1. I t-:" 't F�1':.llt I i,�4 t 5Y Y'..fiA i.t:.:'((,,7,;ePi.!,x`r•+,•�.+�1}](�'ti.`�rYa FS a.!.. •v!� ar �#C �l {':} �,. t'j'.:r .h�.4:{i{��iii'``,1.�{.tZl�.th' }y{l}Y`}'1-'ry r ..bl..} '.(�•� �.: (t1 �';} .)..li, A.'� � .(:., t t t 1 S '�S �a a.1.,Nlt�'t�.t��ATft it'};r�t�{�; •1 C�, � .1 ui ,,•, �:r,ci rt;:r d:'e,r i•.��,.�,•t*+z, )'.Sii: ,:rr r i.,''n'r,F 4 ' t 1 i ,,:.r�F,rl,•. : (�+n,�y�vw;.,a�:c,,)'�', `N��i,r . t� �, p ��' t x`r ��c3.:,cl" } u., '../? .if.x;: t 1'1. { ',t.r ..� f. ,7�.t ,.�i7,y' -cs+.,•.,7i „}.,.iu .,lY°?+a` 4 . .�h ti',�•i fro �✓.1�-'E � i[1 i S` IG t �y. •,L).�.,t' fi F.) ,'. I� vjr ,P r �'. }. :i' a". b :.�',�$ -f�, i.,`�.,,.N.�M1�Y t<l ,,�},5'°�sn i' .�,��.,,�„,��•,'b .art c' ,,.r.�+°. s .s. t+1t. {' .,e. .r t1 ,l,• .c. 1..0 }.i'Y�t,,/r.4 �r.y>,f dt�`��.1•.',�I rt1,fsl;`44��A��;k4'i�.,r k,};y+j�l�`�ty�iC''p•'•f'��Syl .er•.r•w t T, 5 � i WATER POLLUTION CONTROL FACILITY EXPANSION ! - CITY OF JEFFERSON,MI SSOURI 2.2 MATERIALS I A. Aluminum: Alloy and temper recommended by manufacturer for type of use and I finish indicated, complying with the requirements of standards indicated below. j 1. Sheet and Plate: Alloy 5005-H16,ASTM B 209 (ASTM B 209M). 2. Extruded Bars Rods, Shapes, and Tubes: Alloy 6063-T5 ASTM B 221 (ASTM B 221 M). I 3. Extruded Structural Pipe and Tubes: ASTM B 429. '' 4. Welding Rods and Bare Electrodes: AWS A5.10. �'�? _'.�� ' t I � B. Steel Reinforcement: ASTM A 36 (ASTM A 36M) for structural shapes, plates, and bars; ASTM A 611. for cold-rolled sheet and strip; or ASTM A 570 ASTM A 570M for hot-rolled sheet and strip. C. Glazing as specified in Division 8 Section "Glazing" s D. Minimum thickness of 0.125 inch for framing members and 0.050 inch for glazing stops and similar components. ' E. Glazing Gaskets: Manufacturer's standard sealed-corner pressure-glazing system of black, resilient elastomeric glazing gaskets, setting blocks, and shims or spacers; in r hardness recommended by manufacturer. F. Framing system gaskets and joint fillers as recommended by manufacturer for joint :t, type G. Sealants and joint fillers within glazed aluminum curtain wall system as specified in L r, ,- ' -- Division 7 Section "Joint Sealants." H. Bituminous Paint: Cold-applied asphalt-mastic paint complying with SSPC-Paint 12 requirements, except containing no asbestos formulated for 30-mil (0.762-mm) � thickness per coat. 2.3 COMPONENTS t f} A. Brackets and Reinforcements: Provide manufacturer's standard high-strength aluminum brackets and reinforcements. Provide nonstaining, nonferrous shims forIr=v,;:?,.;: aligning system components. �ft� �j�SrfxytFr^' B. Fasteners and Accessories: Manufacturer's standard corrosion-resistant, nonstaining, ;' �Rrk',�'6 ;:. nonbleeding fasteners and accessories compatible with adjacent materials. Finish c 'a exposed portions to match glazed aluminum curtain wall. Ltllib+z { 1. At movement joints, use slip joint linings, spacers, and sleeves of material and ` type recommended by manufacturer. �!" ��I ti� • C54199-00 08920 - 7 GLAZED ALUMINUM CURTAIN WALLS Mt. RO—3/19/01 S=Ir �' rf 'Yh rt� S 7 .i,b +'t' ' .i ;:r { ' " ',t s' 1 .r �ri 3 :f ..t+ tr �t �.'. {1rSr 1 Y rri�` S .� tF.{r ,•A' ?'$, G;i;..i'. �}'� t •� .� .�Y 1 r r. i. .+' t; i r c .r::t� v,P. a t! r .}.,c''� {-" ft.ut a,�;•T) 7 ti s , .'i ', '? ., ' y, v, t. i; { r,,t x.i.+ 1,v tf-. }'C ,d{ ',V�, ',4ut}:.{ i ?✓i+r 77 '{', ti d t r r ! }' :.r, ri 'i' :{ 41 '1 1 'r. i llr, + SYS. s'';t<,v, 'w` r gf''y1;j�: r��, 11, b: .d' yi, :t t ' .Y to r.:r' �r f fj t" r f St •, .Y'`.. S St�.y jll+F�.Yjt,��`i >' �. t -....rt ;n, d ; � . . t G � 4y 4'49(}>{i d+�a5d•,'t • r� r +� WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI 71, 2. Where fasteners anchor into aluminum less than 0.125 inch (3.2 mm) thick, provide reinforcement to receive fastener threads, 3. Provide concealed fasteners wherever possible. 4. For exposed locations provide, countersunk Phillips screw heads finished to match framing members. ;± C. Anchors: 3-way adjustable anchors that accommodate fabrication and installation tolerances in material and finish compatible with adjoining materials and ? recommended by manufacturer. ` Curer. r 1. Concrete and Masonry Inserts: Hot-dip galvanized cast-iron, malleable-iron, or j steel inserts complying with ASTM A 123 or ASTM A 153 requirements, D. Concealed Flashing: Manufacturers standard corrosion-resistant, nonstaining, ;;'�(:rr ty•� compatible '• •'S'3`.°'''rY; ' nonbleedin g flashin g, with adjacent materials, and of typ a recommended by manufacturer. 2.4 CONCEALED VENT COMPONENTS A. Concealed screened vent providing a ventilation system that is completely concealed � from the exterior when in a closed and locked position. `•t it�l.r '��'"apt:. B. Ventilators shall be factory fabricated and assembled with screw spline joinery. All 1. u,;k•r:-nJt#itli' v,{r�+,••' ventilator hardware and screen shall be factory prepped and applied. Hardware I' attached to frame will be field applied. ii C. Ventilator extrusions: .125 inch primary wall thickness. ;r�:4.t"'11 •:; D. Vent �:�:,t�•<�•t� ',. ilator shall be provided with insect screen. E. Ventilator Glazing: t 1. Two sided structural using a combination butt glazed spacer tape and structural silicon back bedding. An EPDM exterior wedge glazing gasket shall be utilized "``1 `:',• ,,.!,r .., at vent head and sill members. Exterior jambs shall be sealed with structural silicon sealant. 2. Ventilator glazing must align in the same plane as adjacent fixed glazing to form tt�,� r, a.•.., f an uninterrupted monolithic sightline when viewed from exterior. t;a .a �:.; + (t r t F. Limit interior ventilator sightline to 1-1/2" at vent jamb stop. Head and seal shall be jj integral with horizontal members and have no visible sightline. 211 4j �t� �C.t�i�•" #b. 971 r ' is'off "Al V 44 po Eli C5-4199-00 08920- 8 GLAZED ALUMINUM CURTAIN WALLS ,i R0—3/19/01 I�.rrit '1}j-�"' erg„' >•.T.» ....w�•t+w�"r>7'XK4{ Yfsi14�' /p?lW: u+N!'^' ^'^—.t^!5�.>:.w M�YW#,xG��:4 ..-.._r• -.�.�.... .qty.-+« '%.n.+�.,�- ,7�11'�i t 7 Si'.'�. y! ,(r ,7. /+,P 7iS irk.. 1)�;, ' 't •!�3 +NSw^oina`�t'�.'^m""l.i"^'" t .r n:`t, .�' •� •} K�` ,.t+ r ..., �. '1 D.t.dA'5�..'Y•)^�.T,ttia �,l.'y�(y'y Y,.?rqw41, t"�` '�' 1:,:'�[,s �1'� M f•.ni-+,r i I+ i4 f i ,, ,. �'4 r \ r? f t�r l!''�1itt' S,\..}, ..m,. +.!' z }.. 'FYf.•, 1ytr K .,,��++ •:'s. ;}, ,.',, =i+y'. �y; },�.J , i.•,Ii }� r .t , 4. 5 ,.^ �S r'y��N } ,?:"':,.:'V"y;�!!i�H ,.�.i��r 7...iX,•�"�v S"� ti�f9.'�4,''M+ � >':.y[ ,�(• '�,r�s�� t�.;?} �, pr r G 1. fri .� + .;.. ..J. � 'b. t ,t r c�`�'•It (I.t�4 f;,� t�'.( ,,.; jrr $ s.Y �' SG+ '\,�; f..� Ay :irc,}� �L��"�;,.q•:n,�f�,.'1,4 i a< �yr• ..i�',.;h. r �.�.} r � , Y t f. [� !..}� t t f� F=i'sir•n,a^,4�{s...��tL',�,,�YS i � �$n{, `,ar,��Gt.�"'e j,. Y '.,S'S 1't' r v r ` L � .ti. �. .t�� j� ;! 4f� ` 4i.v r ,tts r { ` •r.. .,�i�# 'v#f�.'""!:�'.r��x•` � ki• + �s. �,I�,,.;,.t e$:'?i�.(' f� ,< ,�„t,,t,.#rt,� fs {•,� t'.. t <• , I F ,t r� t)r f� rt:rt +�e�.,F-ti�,G,�'�ti jt'( t \{��V�;�¢.#�i�,t i F j �u'f,.. .J .4. }�i. ! (.•t\ ,s-.+ 1 .> { Ii, r �� -.s i i.��r (' �I � }}h`i#,��SSss�� C�i��,!,.tF yr ��,Fx. eti r y. � rs t� , } i ,i ' 4 t t ,' Z.✓ri'�y !^ [S� LL ��*!. I ��!”A I �. 'f \.r jx,• ! it} 'K V .'� 1�j;1(S'��7t{�U'SY'7(.�,y,,{j,d�'�}��tl� .t r.,F"ij�, rx x .S� c t + X. t#''(,ti'ft�f.,�\'�r{2,(7'��tet 'ta�i'��1aM';},'%.v1.Y��lT+•'#>.:{.,:t ,(�4 1 a�,ty"IS . t,#t3lt� Y�t�TsAi�l;t 7t, r '3fr'S�,, ` i d 16)1 . r � - WATER POLLUTION CONTROL FACILITY EXPANSION ► CITY OF JEFFERSON,MISSOURI ► ! ' t G. Ventilator Hardware: { 1. Extruded continuous top hinge integral with ventilator and pressure plate { completely concealed from the exterior. 2. Multiple point locking function with single lever handle operation incorporating ; ► concealed corner transmissions, locking elements,and stainless steel keepers. 3. Locking pin design including an adjustable eccentric roller for optimal ventilator tightness. '-t '.b::,•;s;.; ;: 4. Stainless steel support arms which limit and support the ventilator to an opening of 7-1/2" to 12-1/2" (dependent on height). { 2.5 FABRICATION A. General: Fabricate glazed aluminum curtain wall system according to Shop Drawings. Fabricate components that, when assembled Y will have accurately fitted J'oints with '''r' ends coped or mitered to produce hairline joints free of burrs and distortion. After —�► fabrication, clearly mark components to identify their locations in Pro j ect according to Li Shop Drawings. , :,. B. Forming: Form shapes with sharp profiles, straight and free of defects or deformations,before finishing. -;- C. Prepare components to receive concealed fasteners and anchor and connection i devices. { D. Fabricate components to drain water assin joints, condensation occurring in lazin 'v'`r'''`''`' P g J g glazing channels, condensation occurring within framing members, and moisture migrating µ{ f y within the system to the exterior. E. Welding: Weld components to comply with referenced standard and Shop Drawings, unless otherwise indicated. Weld before finishing components. Weld in concealed , locations to greatest extent possible to minimize distortion or discoloration of finish, rl,` Remove weld spatter and welding oxides from exposed surfaces by descaling or grinding. F. Glazing Pockets: Provide minimum clearances for thickness and tyP a of lass indicated according to FGMA's "Glazing Manual." g G. Metal Protection: Where aluminum will contact dissimilar metals, protect against g alvanic action by painting contact surfaces with primer or by applying sealant or tape recommended by manufacturer for this purpose. Where aluminum will contact 71 x .t� concrete or masonry, protect against corrosion by painting contact surfaces with strrl, ` bituminous paint. alt ' ' '•Fd',; :.:�` : ,':• H. Frame Units: Factory assemble frame units according to Shop Drawin s to eatest extent possible. Rigidly secure nonmovement joints. Seal joints watertight unless eJkrt}ll' `.f CS-4199-00 08920 -9 GLAZED ALUMINUM CURTAIN WALLS RO 3/19/01 ri C�rf t(� 1! t�•-•'^(t• .rgcle!,tt't•triwt�(4+ISF[rfsadtNtiY•R1aY�+kwMY wuavM,N/�.Ka'tx6�IdR 'arr.r - .5t "7"T" ^nr`yf'tar^a!,44aH>�! °+: ' 4^"fit":,�"•:, � -•a.• (� Y.t 1 t f 1ld S. S 's' �a 'ir"��' l 1 )•}. '�y t ,, 'a ti ' i pit*•i � ts .. .. 4 [�,,� t� �} r� :ff'�`r� i��?•�„y(tt. .,� y err ,,. .. .. ..,,..+,�.��•,rir.r....s .,y..nx..,, .. ...,.....,�..,, .. .,s,s....tinn!4�t�li si, ht Al % �}.I `. M4tiN,W:..w...v.�•.a...,,.,,....,,,.,.,'.. .. . . .,....,, •wan+,cH+.v-:rr .. ,•.. ,. ...r: ..n......... .. .. ..., S�� }�. ;k yJ WATER POLLUTION CONTROL FACILITY EXPANSION :y t CITY OF JEFFERSON,MISSOURI r otherwise indicated. Assemble components to drain water passing joints, condensation t ,. occurring in glazing channels, condensation occurring within framing members, and f moisture migrating within the system to the exterior. 2.6 ALUMINUM FINISHES } r: A. General: Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations relative to applying and designating finishes. + � :?`''•` u r?f«..4y ' B. Appearance of Finished Work: Variations in appearance of abutting or adjacent � ; pieces are acceptable if they are within one-half of the range of approved Samples. tit Noticeable variations in the same piece are not acceptable. Variations in appearance i of other components are acceptable if they are within the range of approved Samples YS,,,t'' U"'"°' -� and are assembled or installed to minimize contrast. ! conform to the system established b the C. Finish designations prefixed by AA y y �� , ''� •. Aluminum Association for designating aluminum finishes. ,"t f;•': 'f'•t?r;r'`lc D. Class I, Clear Anodic Finish: AA-M12C22A31 (Mechanical Finish: nonspecular as '?; • " ! fabricated; Chemical Finish: etched, medium matte; Anodic Coating: Architectural Class I, clear coating 0.018 mm or thicker)complying with AAMA 607.1. PART 3 EXECUTION f }ss'.• i 't+::�t 3.1 EXAMINATION '�•'ate;:'>rf.,;�r+��t �: A. Examine areas, with Installer present, for compliance with requirements for i installation tolerances and other conditions affecting performance of glazed aluminum l, .', curtain walls stem. Do not proceed with installation until unsatisfactory conditions have been corrected or accommodations acceptable to Engineer have been made. fGey�i9,3•,; 3.2 INSTALLATION A. General: Comply with manufacturer's written instructions for protecting, handling, yr ', ba " and installing glazed aluminum curtain wall system. Do not install damaged i components. Fit joints to produce hairline joints free of burrs and distort ion. RigidlyF` , ,, > secure nonmovement joints. Seal joints watertight, unless otherwise indicated, xr,�` � Provide means to drain water to the exterior to produce a permanently weatherproof system. �•r Y,� td� `r B. Metal Protection: Where aluminum will contact dissimilar metals, protect against r galvanic action by painting contact surfaces with primer or by applying sealant or tape ;.., recommended by manufacturer for this purpose. Where aluminum will contact a C54199-00 08920 - 10 GLAZED ALUMINUM CURTAIN WALLS `r RO— 3/19/01 7777777?nac!owrurn,awuHaFxau.na�u++ ,••• y-a*rarnx gtnw�csx�a,cq,aavw,�v�sr�.+n•wP..."""'"" ,, � "'r'i'STf^�c7 e'� �t+�{ r.,;r. t st,fi {tf Sj7tx .. y�' t,: } t 1 [fir j7i4t diAa } 116 ro /� r�,`t<�3tr�� .;. {a(� ( .i !�,�!)�tJ4 l r ,! l.ts, � i n �tt tt ,. t r� (S: S , i t 'YY t f,'S{ Sta J�t, .+•,rl'j�� '��.i• , i � 'S 1 r ,(�)f{j7 ✓' J tit J •f c S s rr �*+ I �is , ,, yci}. >( ! 1 ,sft , + ,' � 1 r 7 >•�t 6 i>t��i�",.,� '� . 1 � ,. )r r { r,`it ) �.t'• ,�SC 'P 'Slab ..Lt t(�' #�! .,� • 'i .',.._,..wfi%rt SVlNrI'N'1'(.w/NYeM.•.w..•r. .,...:..,. .' .•i '. .. ..:i .v....r.i.... ,,, 'j •4t is v,,, Turn t.^t+•,w.-.«u..,4.., ' WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI Jil r 111 concrete or masonry, P rotect against corrosion b y p aintin g contact surfaces with th i bituminous paint. C. Install components to drain water passing joints, condensation occurring in glazing V t ; channels, condensation occurring within framing members, and moisture migrating within the system to the exterior. ,•3 �,�r, s Ir �j ,� . /l D. Install framing members plumb and true in alignment with established lines and ;;<,',,, grades. ; wJE. Install trim plumb and true in alignment with established lines and grades. : . F. Anchorage: After system components are positioned, fix connections to building ��!� :�.,,��•,:. ; structure as indicated on Shop Drawings. r.Ri•'..='`" ti . 1. Provide separators and isolators to prevent metal. corrosion and electrolytic deterioration and to prevent impeding movement of moving joints. G. Welding: Weld components to comply with referenced standard and Shop Drawings, 1 unless otherwise indicated. Weld in concealed locations to minimize distortion or ,,:,�.„f•}';t"'.w discoloration of finish. Protect glazing surfaces from welding. t Il�Tlr 4-t 1' ' H. Install glazing according to Shop Drawings. Comply with requirements of Division 8 131 } Section "Glazing," unless otherwise indicated. I 71 1. Install sealant according to Shop Drawings. Comply with requirements of Division 8 xr,,:,;•.., ,; Section "Glazing ” unless otherwise indicated. J. Erection Tolerances: Install glazed aluminum curtain wall system to comply with the y following maximum tolerances: 1 i 1. Plumb: 1/8 inch in 10 feet(3 mm in 3 m); 1/4 40 feet(6 mm in 12 m inch in ) Level:2. 1/8 inch in 20 feet(3 mm in 6 m); 1/4 inch in 40 feet (6 mm in 12 m). 3. Alignment: Where surfaces abut in line, limit offset from true alignment to 1/16 inch (1.5 mm); where a reveal or protruding element separates aligned surfaces by less than 2 inches (50.8 mm), limit offset to 1/2 inch(12.7 mm). 4. Location: Limit variation from plane or location shown on Shop Drawings to 1/8 inch in 12 feet (3 mm in 3.7 m); 1/2 inch (12.7 mm) over total length Li 3.3 FIELD QUALITY CONTROL ,r ,;i y ' � A. Testing Agency: Engage e a qualified independent testing agency to perform testing ,• .' t ; indicated. ;s ' 7 B. Air Infiltration: Test areas of installed system indicated on Drawings for Compliance with system performance requirements according to ASTM E 783. l C5-4199-00 08920 - 11 GLAZED ALUMINUM CURTAIN WALLS RO—3/19/01 •j5' 'r 1• �•r 4ANtiV1C4,.�,7AJkWMN4l3bNen4.4MSy �..'n'+ 1' .� t��.'Srf.,. t' 7(1••r,.f+;�11, �{2.,.. .) '.)• 1rtX�VCllIlY4t1Y ;' '^+V/xru;,11L.C1R?,'4i10.44'n(A?gdnaro+w.-+--' •� 5 . 1 ti. , ,t ,•_—..«...r..rw,.wear„r�v,,,,;cw.+.vt�.�...—..,.T--^ -.•.1 }a t,.f,r j s,�,in �,:{ ( .4 ;lr ; t' s: 3 4 { ,1 ' ,t t � rY,S;v+;,,l�'�'^' �i•. +, ) 1 "`�i.�it't,..}' '{.. �i�� a$:r±l-'•'�<'a't � .yz:.�-r'{,u �kArb;�;.,, : -.1 f..!?y,,. t., t:',t ;. r �:1 f) ...:,it j(.,r:' t �..�M. .t�'�n ;, t�' •t,`i(1},.. u,r, :�sJ,t�•, f' i{,4t. i qty �t, F..`f „}' h i ,9.J,xt r"h't3:iP4e� f' Yt�}.1+{St t �y�.5 t i t.t 1( « .l i i. f� 7�b� 4iiAC ,1•,'"� '�4��hJX..��.5.11. A�r n ;I:d,. 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Water Penetration: Test areas of installed system indicated on Drawings for ,FYI ,kstFdt}t ; j'p compliance with system performance requirements according to ASTM E 1105 at C<'� f ,,. minimtun differential pressure of 20 percent of inward acting wind-load design pressure as defined by ACSE 7, "Minimum Design Loads for Buildings and Other tr � i Structures," but not less than 6.241bf/sq. ft. (299 Pa). .� D. Water Spray Test: After completing installation of 75-feet (23 m-) Y 2-story tt,r . ^1 minimum area of glazed aluminum curtain wall system, test system for water $� penetration according to AAMA 501.2 in a 2-bay area directed by the Engineer. E. Repair or remove Work that does not meet requirements or that is damaged by testing; ' replace to conform to specified requirements. 3.4 PROTECTION A. Provide final protection and maintain conditions in a manner acceptable to manufacturer and Installer,that ensure glazed aluminum curtain wall system is without damage or deterioration at the time of Substantial Completion. '`r END OF SECTION 08920 .+ '' 'x` �14"`,+{t' `at)k9"�:f'.•4nti4 r• tr�•.t� Ci��'•ry,N'a''� 3 �4? k x tr CCrrt1 A'�Y{. 1� . f V, "P ryy y ) l;1 nl;t ih)Y3yy1`' �1t�5.��EE�I 4� • C54199-00 08920 - 12 GLAZED ALUMINUM CURTAIN WALLS RO—3/19/01 s' HER,'�.,,r. "`P i.2a vt{:^2)>k};'.a.,4.,.,.'r F t,Fn"T?7'k�}-,•,v •,••.w+1,, ni°.,. ,•'qa� s ' ,�, ., '� �' 'at�it t'i+ s,q°�,t. ,tta l.a 3,• ..' �S xiSa'.t:i''r ,v .r i' a ..:s,•,4 l!t,r ,F; !';• .•r. tttr; •,,:.r:` `F'.q',?�';)°n! h ��pp''6' i t-o-: f {l �� `�5*t�.,�...+�:(,,w;t;a.i�•1.`{�'s• ''Lr *yv..4:t,t:,r`1� f�t* T{+t,{{t. r. t s,y tr ,ri. ,G 4 5 3, -,A_t. ':Y.• ;:..;h+: ��, ''f3 t 1,11 t i !`•!n';'i s .f•r 'i /., ! 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S.t: ,(�. �l' .t. �? .t,e. .�'r �� i,.��Y'r rr�. •i ;'.. :).' `xyJ.. 1a t�. )�. �' R- ':i r .t: f..aA"; a.:�.t ..r,,j.�. l y°;va •.ys.. .$t t i:3,,..„,"; .. .F r 7� t,� 1/ v r�,'� h ,E ;:: ..n.'.� .�`, r-`y',�. _t,., .t...1,. :«f.f.t v:to .y .+,.r..�.,.;.i,:;;,�! ,s..,JJ ,t z�?(r' s,, riF': -•r.:t ,'ti��,JY1 i, 1'fv.,r-'�� r..r '(rbr�.Ey j,'h•�,s.,t. �.J¢ �'.F,fat P.t', !',. ,:,?Jr�., ' . � :t h •:�i r.' ,. � 'r :,f .. 7 .s `t:i r v,+,i7„ l +" Fs 7}'tP�r�{�!s 1f i!t'�c'�F c5.'- t • i� k T,, .. � '.f t .'i r. kr i,v J.tin t}'�p}x�i�•tilsf Fs r: { iL u ;�f r';•1 1 :� 3 1*t J i�' !r5 e'yfy ,+ ' y� lirv�AslMtY'tlAaa tki. �t ' 1 YY( li Y ` ......•w..,. .. 1. >'rs r..i •:.r ....._.. .. .c.... .,.wrA.....,...,.�.4...,«,r..niwVa L,xitCfb'+4{rC}'R'iPh^flbgb�AhMt%n\'Ml�wm•4.ri,..w...(,�..J.a_...sa .�F 1L.1�' hr 1Y^if�t•�'1 ' �jt x .. t J.:.+viAvtn�MYMrrinkutmnwa:,.,r..+..,,e•.;.,. �...... .. 1 t+�{S�'''etrjk zt}tS :) WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI 1. ; i , SECTION 08950 -TRANSLUCENT PLASTIC WALL ASSEMBLIES to PART 1 - GENERAL 1.1 SUMMARY A. Section includes self-supporting concealed aluminum framed vertical system with 'i subface panels of translucent plastic separated with an aluminum grid. , B. Related Sections: 1. Section 07900 -Joint Sealers: System perimeter sealant and back-up materials. ? '``lI'`"�!�'�'•��r�fit, f'v�_''r'•'Si t 1.2 SYSTEM DESCRIPTIONuF,,n�U > '" 3 ' -, A. Panel System: Structurally reinforced translucent extruded plastic cellular panel system, with self supporting framing, shop fabricated factory prefinished, related tr .p2 Y�rt 5�� r flashings, aluminum sills, exposed aluminum perimeter retainer framing system �`..• aluminum closers aluminum trim anchorage and attachment devices. y 1.3 PERFORMANCE REQUIREMENTS • L�-t7.}qty t�.5=,":,, : . ' . A. System Design: Design and size components to withstand dead loads and live loads caused b positive and negative wind loads acting normal to plane of wall, including 'a Y P g building corners. 1. As calculated in accordance with BOCA code. ; '? B. System Assembly: Accommodate following without damage to system, components or deterioration of seals. r 1. Movement within system. 2. Movement between system and perimeter framing components. and release of loads. 3. Dynamic loading 4. Deflection of structural support framing. 5. Tolerance of supporting components. `°'� �`" C. Light Transmission: 45 percent. D. Thermal Resistance of Assembly: 1. Summer U factor . 2. Winter U factor .26 ,•�'of,.,.'{�',:`t�. C54199-00 08950 - 1 TRANSLUCENT WALL ASSEMBLIES RO —3/19/01 �y ,ft,l".� ,t. nwMw•.wt vxrnsxl!..nv'M .k .r c. y ..:f�t,!!.•,'.... r�^,Y'l•^":,y.;t,Y7,.,!t;!'f , t�frt't .�, s' ww..roow � Nr ..w• .y..p :, 7!s i: � �. t .tiC 'I } + 4t'>r�k.4,-, �{r � c�iY v� i . ti•R n,�, wRfa ev�YltP�tr wi+•Nrtt .F.`• ,� .� n r '� t�. r t :t .e,,,.{' fv 3 ;t; J }Y't>f}��11, �r ��1�^t,�>^'. "� '} 1 2, 1 .f�.i�! _ t Lxb k"�"•t-.ii.,r t„, 4. !v r,.< '�3�s, i,:.a '�t"``u�, ,�}'`•.�'rtt,.}5;; -1r: ,4 i- uSi`i' `t, .' r r.t:• ! '}r r 'r� .rt ;7i.,"r;'.A,; .r*v.,.ui,d X�ta i"y,•'{,,;;i,,�. ;s,��;:f,.:✓'`{t�' a'.x t` t r:,f` .} i t .s. •r> •'�S .l,c 'r. t S k S. r�':ir'r t�,k'4�;•:.�r :i� � rf. �{ ,t t r •.a 1 r t �<< s� >s.t,r.1 1.,.� iyt a.y� ,.•'', }4'a'�%� n1 :��t' t +»`y,: , 1,` � �4t,,Y. !, St S t..a � .! � r �� , t �' ft '(i ,(; ��,. tY. .�, r.t{ ��. ,.1. f ,��:�r+,;�.,'�,;.;.�,1.�,�1,-Q, •7f.},,�u'�tt.i ty;,' 1 ,5 s':t,J, r.tt a '� .t. rt, i t .G :Ei r j' f 3 t'r, a. t,,a?.:a/,,rL .#�4,'�t4 •.;,, r•4 i7.t !i' -.z. J;,-.n>>,N ��. •.3 i. Y t ,t :.x 7 z. rat.. ,!Iya��1 .:t;r;A,: S „'�f }'ti1=:,.•t �'t. '� �, .f :5.:' .t .r .t:. !J r tt ”.•,, 5. 1 4 :1t}i`�:`S'4'�:t':r r�t��.'="StY�•h�, Yf. �+ ,,i:7,r,•�" n e s r f:,1%t i'�j' ".S .f1" e f � f .r, :,. .�, y{• !4 � l�t,:.. ylf}a' :�f .u,.,y ytr. ?.:r ..tie;' t ,. t .t�. ''t... i1 .J,.r 'Y. :,•1.' .'r f _ s'. .� b `;i ,. y. 1' � ;�7. .t' a `r L }. ..y., S4 ;,�� .t t}l>�er;S`I`ii:l;�uS 'r'fy<„�Ci•A'. {• i':t,;K1a5`7Sr t.,rlt?„ , .}.. t i�.t'i to i t , l 1 s , 't,. ,,tr (,, t y, i. t }.� Y” {,t-r.yt' S�'1 1.;:.f?'.�. f ,� 1.,?.. o:y .t; ' v t S. .t .}, r' • ..� 1�°t tb .�f9+- ii%�.+$r�y99` .j. {�� !'Lr •}.F} ,! 1T yj i il.'f S '' i:: ? t,, "' 1,.y;;yt�i .i` 4:a,�y x�'t. i.g. t ire,�# a �1tG).�,, s. r G'r ,i J},} : !4 to l ? WATER POLLUTION CONTROL FACILI'T`Y EXPANSION CITY OF JEFFERSON,MISSOURI E. Flammability: 1. Exterior And Interior Faces: An approved light transmitting panel with CC fire rating classification per ASTM D 635. Smoke density no greater than 70 per ASTM D 2843 and self ignition temperature of 1058 deg F per AST ZT, M 1929. ;- ,.t 'r ex. F. Impact Resistance: ` 1. Test method ASTM D3841. 2. Result: Impact and Shatter Resistance of min. 200 ft., lbs. � `� G. Air Infiltration: Limit air infiltration through assembly to 0.0042 SCFM/ft. of wall area, measured at a reference differential pressure across assembly of 15.0 psf as measured in accordance with ASTM E283. 1 ' 4 f.I '1 H. Water Leakage: None when measured in accordance with ASTM E-331 at a test pressure of 15.0 ps£ I. Expansion / Contraction: System to provide for expansion and contraction within system components caused by a cycling temperature range of 170 degrees F (95 degrees C) over a 12 hour period without causing detrimental effect to system �;.� - ) F'•"`' h f7 3 5 1 components. J. System Internal Drainage: Drain water entering joints, condensation occurring in framin g system, or migrating moisture occurring within system, to the exterior by a weep drainage network. 1 K. Not Permitted: Vibration harmonics wind whistles noises caused by thermal i movement, thermal movement transmitted to other building elements, loosening, weakening, or fracturing of attachments or components of system. 1.4 SUBMITTALS ..:tip A. Section 01330- Submittal Procedure - s: Submittal procedures. B. Shop Drawings: Indicate system dimensions, framed opening requirements and tolerances, anticipated deflection under load, affected related Work, weep drainage network, expansion and contraction joint location and details and field weldin ';' �;"`"; required. 1. For installed products indicated to comply with certain design loadings, include } R+ structural analysis data signed and sealed by the qualified professional engineer responsible for their p reparation. r;fl =.sd C. Product Data: Submit component dimensions, describe components within assembly, anchorage and fasteners, panel configuration, and internal drainage details. C5-4199-00 , 08950 -2 TRANSLUCENT WALL ASSEMBLIES � 'f 4� RO- 3/19/01"�'Ytl 4 "•'!"T'^^"M'.'. N'.'MM••6Gl lj(�M;1}} r,4 1T/l jYI1�fLUMx1�17M1Y!(oRiP�'tH.M.'1R"^' f'•• u�tnMM'N4NWV{M:iW,x'r�11�SF�XWf1xIl �'�'M'� ?'l(. �y,-',�7—.—^r- r ear `L'.�� J`fn s,(t1}4 Sir � 't = I: t t.'f t,rh t:S' ,r f?i lA�f ,a rf S.�'�tr•€q„ ��i it t ,;�`t{. i)1 i.:r. , F, ' y: .)r• t s c`'., {,� �xf rtrdSf S 'HIV r�1,��5;,�yt°�..��, '�� ; tt��a iv t � ;'- r 1 r ,"ts: i r 'qtr} . r),r&�?r�trf.:�2',(I+};t i g• ,g JC , y �a�, ! 1 1 I 1)I t� .sa y 'J _ . . .. �'� Y ,` .� ,: � , }t f•Jt r tyEr�n �'i u $tit :a Jr r", r ! � :.r �F..� ,{t sY I � �4f�i{bit :.*'• w.SwMA,.. .�"s.u.Ma. a...ua..»u�.n...... ...»...r. ut .� .tf":. h1• .,1r, ..»........ ... ........ �� .� .....ra.r... nvki�-vrnwwumew.t.v. '.M.rw...a.�..a - 1 ......., .I. 1�+. 1 Si. WATER POLLUTION CONTROL FACILITY EXPANSION ..� CITY OF JEFFERSON,MISSOURI D. Submit four samples 6 x 12 in size illustrating prefinished aluminum surface, specified panel with plastic, infill panels glazing materials illustrating edge and corner. ; E. Test Reports: Submit substantiating engineering data, test results of previous tests by y independent laboratory which purport to meet performance criteria, and other supportive data. 1.5 QUALITY ASSURANCE ' A. Perform Work in accordance with AAMA - Metal Curtain Wall Window Store Front "` r'�'°={ Ji and Entrance- Guide Specifications Manual. 1.6 QUALIFICATIONS i Li A. Manufacturer: Company specializing in manufacturing products specified in this section with minimum three years experience. . '� B. Installer: Company specializing in performing Work of this section with minimum .`c't;x,,,t ' three years experience, 'r I :. C. Design structural support framing components under direct supervision of a ,;;,,��:_<�:;�r�;:'•F'� professional engineer experienced in design of this Work and licensed at the place ' where the Project is located. ;.i ��z4<41yt I 1.7 PRE-INSTALLATION MEETING ' A. Convene a minimum of one week prior to commencing Work of this section. 1.8 DELIVERY, STORAGE, AND HANDLING A. Handle Products in accordance with AAMA - Curtain Wall Manual #10. - 1.9 WARRANTY A. Provide a five year warranty to include: t.I,aj�Z;;yam• 1. Coverage for complete system for failure to meet specified requirements. i 2. No panel penetration nor breakage from hail stone up to 1.1 inch in diameter atF ,� 1` velocity of 82 ft/sec, B. Provide manufacturer standard 10 year limited warranty to include: "''i 'r'°Vr`,,' •. 1. Change in light transmission of not more than 6% per ASTM D-1003 and in color (yellowness index) in excess of 10 delta, in comparison with the original t Y'; value. 2. No delamination of panel affecting appearance, performance or structural integrity of the panel or the system. k£!� C5-4199-00 08950 - 3 TRANSLUCENT WALL ASSEMBLIES s r RO—3/19/01 7,7 13 �r Ifi}<�' FTiTrvfbTcYt�.N w�+axwpv�way.nnusw*'+'r. t. .Y •• +>wt+cr�umawwrvw+••».>,•••,- t Y � t S iU Y ., Gi•'t+,{•�,_�,�iyr, i '.rS3` J y� 3�j:�. �r .t z:' 1 },;.•t ., 1 d t t...b J, I •t`it:�;'r! �� ;�•+,�-t�Yf+4 m �: rn3z �rra.'7 r 7. -r r. ) r� , a `• r a .y {`. :j:i�{��•:,�t+�'ar +d�; ..sj, y,'a „�-•�W�,r. �Y• S;Y{ iJt.s. .r :t f f a. ;y.l' °�74t, 1.4.,,�j{!:?..5�'�'.�ti ��• �I-+'ll3 ..b t l. � I la3 F' �.. "! .r ; .r�., } '7 '` 7 j�, •?i l �'r;j. t:t � 1Ci�F 7LK..�r, j$.t t", "+Fi"r''i{.3I7C tf�, •� In:Y t t�.. , ,.t�,` .' fiY.� � .( .4 x ;,�. �t` " I�' ✓ x'R 5 r4tt t•J t $ °?� fltfh� fir: 4'f �'` r—� r Y : 3t. t. , t Y�r x tt Ft t � t['y a.t•5f.^� S+,a}f t 1 o. ) r 1 r "' L{„4 ;a .i }� 7if a ° �0 p is°i*Al: Yr .aral;r.{to 1 { i , , , }i1 i.. ! f,t�{ +f/ , � � '•k .. ;�' it •} r 1 oz, } r.t. ,• tii C',if. lc 'r• .. t+Y.n*+As,T„iwtAalwn+.r........n}..�... .•,.r.n.YMW .aI�a• iM�e.+,wxw L..LL. .. ..-,..n wn•.M•.mylN�lrt9,Y+RNMrr-�h+,t+rr^�vn..r ,.N.,h.J,.1!N.rvt � 11 .' 7 ${T 1 WA'T'ER POLLUTION CONTROL FACILITY EXPANSION f. CITY OF JEFFERSON,MISSOURI .F ( •;� 3. The Light transmission and the color shall not change after exposure to heat transmission and the color shall not change after exposure to heat of 325° F for 2 hours, (When measured per ASTNI D-1003 and ASTM D-2244 respectively.) Et L rl�..'• ty f PART 2 PRODUCTS TRANSLUCENT WALL AND ROOF ASSEMBLIES ^Y�r 2.1 � :• i4 . A. Manufacturers: ` 1. CPI International Model Quadwa114 as Danspan. 2. or equal Product Description: Factory assembled panels. Panels extruded in one single length. B. r Translucent skins bonded to aluminum concealed mullions for vertical applications, factory prefinished, including perimeter flashings sills and trim. Framing grid is self E✓�f E y�ll Xt y}t ./i . `.{ supporting. Panels 4 inches thick with concealed connecting battens of aluminum. x1 r f'4v Y�a�{ Ti' 2 COMPONENTS • i '��ralr,,. A. Extruded Cellular Translucent Panels: Extruded cellular polycarbonate, blue color; rr{ ' �a t' i�h��k• panels closed and sealed cell ends: :;"': �t]�If,Y t1'3f: 1. Panel Thickness: 4 inch es. B. Panels: ;��,,, 1. Exterior: Blue. 4; Interior: Blue. ' C ASTM B221. 6063 alloy, T5 temper typical, 6061 alloy, T6 Extruded Aluminum: ers. -: temper for extruded structur al memb p D. Fasteners: Stainless steel, provide tamper-proof screws. l�i ilk 2.3 FABRICATION ,¢r ,� ,c2. V� •;':iJ,!I A. Fabricate system components with minimum clearances and shim spacing arount , perimeter of assembly, yet enabling installation and dynamic movement of perimeter seal. ;;. �, , a3 • , }Yy7¢11 , tf1i1{Y k� B. Accurately fit and secure joints and corners. Make joints flush, hairline, and r YW A weatherproof. C. Prepare components to receive anchor devices. Fabricate anchors. ;; I TRANSLUCENT WALL ASSEMBLIES :> C5-4199-00 08950 -4 . RO—3/19/01 h � 1WKM fBZMaf .,.�'"' {N}t?ft•'>'••�'{� � ,+,5� lS��},�' ',}, � �r q• }L r:yT• ..��t'• .,,.` ,?l�(?"''+F*�~`f.'..�n••�'r.. Fh••+ F!N+.si•WC!OSM4h�WtWT•M rte•”' t ; 'i .> t{t +,,1 14. £� , £��'1 1Z. ,'h. �7 �S�S�a<,°,1F, �S '41 i 4 '�'i., ?" 1 s , k 1 1k 4 is f= J Pi � 'Ci { t 1 1' >*•�)nt y.l',lAt e' !'�t'#r'�n !�. . '.t;r,1Y,3ti'+. ti., t ,.. 1' 1• >< a }L 1 anti , '�. Vji�ta5 } ::V 5�1 Orr ty t � i t t ft .. i �4}} + �✓t'i KJ�$rr•{ft'Si�rt r �Y'iy T I, ' � r f t. .� r '. r � h 'i��•f �yr�� '.Y r S= f ,t.:y, ...+..Gtxdvt+we Yrwat:yr5,.wwr..,.:.......:... ......::. .:.: :......,.;.. .r r.r.: .;:,: .,...,'... ....... ,.. .;..,,.:. .. . .. .__....k+.....wW,«..,...,,,..•.a..+.,,-..•,,..,......�.. .. ..«. .,.... d WATER POLLUTION CONTROL FACILITY EXPANSION E CITY OF JEFFERSON,MISSOURI F D. Arrange fasteners and attachments to ensure concealment from view. ~� E. Reinforce framing members for external imposed loads. t ` I 2.4 FACTORY FINISHING .r rvrt�' A. Clear Anodized Aluminum Surfaces: AA-M12C22A41 non-specular as fabricated `A mechanical finish medium matte chemical finish and Architectural Class 10.7 mils (0.018 mm) clear anodized i ze coating. V "' 1. Conform to AAMA 611. Al :Y B. Apply one coat of bituminous paint to concealed aluminum surfaces in contact with j cementitious or dissimilar materials. '';« PART 3 EXECU'T'ION jJr rV iJ+4S V 3.1 EXAMINATION A. Verify dimensions tolerances acid method of attachment with other work. �•rj B. Verify wall openings and adjoining air barrier and vapor retarder materials are ready to receive work of this section. '' '" "` , :n 3.2 INSTALLATION '{ 1r t,7 a r''f✓>�ri A. Install wall system in accordance with AAMA - Metal Curtain Wall, Window Store ' Front and Entrance -Guide Specifications Manual. B. Attach to structure to permit sufficient adjustment to accommodate construction _ tolerances and other irregularities. ;:! , a =-' C. Provide alignment attachments and shims to permanently fasten system to building .;4 structure. J�17 rhf D. Alin assembly plumb and level free of warp or twist. Maintain assembly r �f-;r ` t: dimensional tolerances. `y E. Provide thermal isolation where components penetrate or disrupt building insulation. x •� iii f:�.} . F. Install sill and integral flashings. G. 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Yfir 4..t!tt .•t''!,. .x`e , rx i � �' t'3,,t��p ,.�i,•'a f#�i.r$ j .�'t'4 � � './. 4. p q,} "ri, i>,a lt-,s�:d .y;.�4,tfr.3- Al..0�..,.a,. ,;�}�F.`..I. ;.li' { oaf ' .,'t:,. ,�'t..::'r;Sa,*; It .�?{y+sf:t�'.', ;ti :1r�,^$G;�N{tt`iy��'�� alltf�P g1''}`k•t.�.ilt��t .r� . •4' 'Ci 4i,��.+�. ,.y41>.,�;,1ltrplt r4`Fa`f"yi .at�v.,fi..',`f.'.'(?:}'?.,•. P y. t. ':t�i a .'>k t. ::.15;<+r•.:. 't.r2.1 > , ,�.5 1, 4dr aS.S,,.l. y }�y :# 5> }r�f �'t,Sry57. n tJ t �'�{ .,' S' g[.t{�t;r � 21't`.t'f' 'A a f, "b �:A' t,y r, c�+ ' ,, .( Sw: c'" t•tyl., a.�`!�l',,� "1��1��'Sc,f� .�;�h;�' f#.�i�,, � a. d Ar;.• 'A"i` Mg� .7, tr.{v'ii.s'�;�,�Y'� t'�2 Yt•,i C�� t ri ` t�43�w�i`al'L'"{;aF7X..lSst,aS6`_12r,:s ,. .t��.::`�s��+'�++.r�++�rti�tnv��`w'nrkr+r.wS1�„i:`e'.xtittA.iuri4iwdi++5;l::L'.w«iu2.:ni:.. �A:.i. yet.:.li .zr w.wiXi�lf 1T L7adw salni[w'ut� xt `a WATER POLLUTION CONTROL FACILITY ENPANSION �`�; a CITY OF JEFFERSON,MISSOURI ;x f •f F �� f" 3.3 CLEANING A. Remove protective material from prefinished aluminum surfaces. Ir ' B. Wash down surfaces with a solution of mild detergent in warm water, applied with soft, clean wiping cloths. Take care to remove dirt from corners. Wipe surfaces clean. ff 3.4 PROTECTION OF INSTALLED CONSTRUCTION A. Protect finished Work from damage. { a, END OF SEC'T'ION 08950 a R'3- 1 40 it t N $'4L �!P� t C5-4199-00 08950-6 TRANSLUCENT WALL ASSEMBLIES r RO—3/19/01 y y R It ( j t :aa ' y�t�'[ia aad 7pp��>S77rr {{ •r � +� < xs' .t �v Lt'r✓a" 'tr�};xU H�ti �I. '�5 # �#., r ,S�r ,`��:�."•*ay��f�r�y`•9"1' t ��»,'P�r�t,(3.�� aif�y,r}++3�s �+.�'��F 1xr�t't'�„;d.� "y n}��v3,f ys , i�' ntl 4' �;•7 (�S' ,��"1�?,y4'•'�. :Yl .�i` �''��';,'f�'��11 ,'`{if qq �}st�J' � # r r Y `'S?„t°':�*+9 � ,,,4", a,,„ + ,., ,�,,t [{CSl• > � h;�'} ,�, r t j Ft�'y=' } fib, a,��f t.a'V� qy �' ,f:• '�" 1. A7 fZ' '4i A,x, '.'-P,1'P s:!u'�i 1;P 'f3�•.{t4 t�k,A .;.',i t,tgf•« rF v k 1 y. t t .t) �t tf.S�,"..) r t• "" r . ... .. �;-j:r� +t :t Jt ; ' �b d{r+(s'tr�sr��,�,a�e .i�S) } r 'St { 1'r. ii,f. {( .J � �. - .�r sr x� ,! f i ��yti1 ��',��fJ,r�,t'�• � ","1 �,�lx t '.! .�.jt l t f+it C,��sd 4�,'1`•4 , o ttE,1'_,T+.t�wltnai�lLi v..ur.erw..w«......+.... ....... ...... ,. ,. .. ,.._.,, ,r,r r,+•,v.�.. � .,,. ...,....... .. . ....... ...... _....,......,.,. r w:«t...at�uw«v..,.....,..««.,...t..::r_j \'r::.t �:,.r. c t„lrt 4x)+!! t" I � t -� WATER POLLUTION CONTROL FACILITY EXPANSION > CITY OF JEFFERSON,MISSOURI +,Mr SECTION 09255 - GYPSUM BOARD ASSEMBLIES PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General, Supplementary p P apply and Special Conditions and Division 1 Specification Sections a 1 to this Section. �)), s}„�.��.,,3:. :• j 1.2 SUMMARY gJwvy. c ! A. This Section includes the following: + 1. Non-loadbearing steel.framing members for gypsum board assemblies. 2. Gypsum board assemblies attached to steel framing. 3. Glass-mat, water-resistant gypsum backing board installed with gypsum board �; •„ f:}:,; assemblies. 4. Miscellaneous materials. B. Related Sections: The following Sections contain requirements that relate to this Section: 111r`"y'Tef'YFz7�Z;., 1. Division 7 Section "Firestopping" for firestopping systems and fire-resistive-rated joint sealants. 2. Division 6 Section "Miscellaneous Carpentry" for blocking located within `'_''` . 1 'partitions. r• 1.3 DEFINITIONS {.`'°``r`'s`.• A. Gypsum Board Construction Terminology: Refer to ASTM C11 and GA-505 for definitions of terms related to gypsiun board assemblies not defined in this Section or ••°+��,t;�.,;,y,t}4 in other referenced standards. ^. 1.4 SUBMITTALS A. General: Submit in accordance with Contract Documents and Division 1. J4±:�. • 7 B. Product data for each type of product specified. C. Product certificates signed by manufacturers of gypsum board assembly components :< certifying that their products comply with specified requirements. t { 1.5 QUALITY ASSURANCE `?' A. Fire-Test-Response Characteristics: Where fire-rated sum board assemblies are ;t�, ��r':' indicated provide materials and construction identical to those of assemblies tested for C54199-00 09255 - 1 GYPSUM BOARD ASSEMBLIES `r : a RO—3/19/01N .+Y41ra s fr rtir} ; Y Idy,.r�t�''!',,4'i'ra,'l''�"�."Np!+RaRY� M 'Y�•rri:!M±�?,*pc�y'4n+'!"q.'.�.._-- t ."""""!t+n'i!erv�iwri�`PS,r;!co-r�e?'±v!±r'."""'.r..,' 't° ' sr.{.tf + yl. a �;7 ley k-Ya„• .'1"nN i�,r�� r. <,.L�+. ,+,,'t-,V •'j. ,f,,,., r• ,+ ,i'�s t. xF "f "y"':f i �t :1. 'P' r ;r Si'+" 'Y.'ar ,{r>�;><.,,1' �:rt '�.?,.5.'t R�GSf+ .x t {rF �'Sf, f rfr'K• 'x t i f „t. '1 .i rF°:'.`/�• jai l +tv;, .?4 F`:iL�:ri+.},t�,r,,;.;� ..r, �.'�+-u::a .l 'f l ! ,1�f. r '� s,, ".r. , a ,�} t. .'1r ,. 'f f.t! s *ti + ,f,a �.Y�;•f "+r f7x�'�'v�-.,�''.t�:=� 1 p Yt.::;'.,}j', {a,.�ro K•;•1".�P 41f .[ ,1 .tYa• �; ':;,+' i t t r{ {; '"S." ,J e ,i,t }':). r.t .t" i .�1 y tit.{s�”}-�i"tY fii„)i'��,ir% �,y��`�+.� ,,+ 'f,f�i:IY:,r,�l rat'})+y', .t..}"+ �., p •Y..L n}.tin+ i:..7f` '�: r 1 �" r f” .t""} } c r!i'r '! ;�i ��.�� f"i�:''Wit;,„ r,i,r,•,.,. .' 3'1 yLc;,+µ t i. t <.t t n.+tf,: i a ;f .t '�,. .r.' + + Y'" if '.y v' kS,,}•,;.i'':`;ti'ta(;•;:�`��'s `kq,i}V$ ' f r �" { r i } "s t t t fL,. 1, � , vt x, t •�; 71, 4.WVIA Fol WATER POLLUTION CONTROL FACILITY E32ANSION CITY OF JEFFERSON,MISSOURI j fire resistance per ASTM E119 by an. independent testing and inspecting agency acceptable to authorities having jurisdiction. 1. Fire Resistance Ratings: As indicated b reference to GA File Numbers in r GA-600 "Fire Resistance Design Manual" or to design designations in UL "Fire Resistance Directory" or in the listing of another testing and inspecting agency x. ,nt,l• .,;.rr Iacceptable to authorities having jurisdiction. � u, ,r t B. Single-Source Responsibility for Steel Framing: Obtain steel fiaming members for +tf,s. r� Y gypsum board assemblies from a single manufacturer. C. Single-Source Responsibility for Panel Products: Obtain each type of gypsum board and other panel products from a single manufacturer. 'i D. Single-Source Responsibility for Finishing Materials: Obtain finishing materials frozn j either the same manufacturer that supplies gypsum board and other panel products or from a manufacturer acceptable to gypsum board manufacturer. 1.6 DELIVERY, STORAGE, AND HANDLING } ` A. Deliver materials in original packages, containers, or bundles bearing brand name and identification of manufacturer or supplier. B. Store materials inside under cover and keep them dry and protected against damage 1? `` from weather, direct sunlight, surface contamination, corrosion, construction traffic, I and other causes. Neatly stack gypsum panels flat to prevent sagging. :` C. Handle sum board to prevent damage to edges, ends, and surfaces. Do not bend or otherwise damage metal corner beads and trim. �' ' ''i"" (ice M1; �ii.,, 1.7 PROJECT CONDITIONS A. Environmental Conditions, General: Establish apd maintain environmental conditions for applying and finishing gypsum board to comply with ASTM C840 and with ry,s rt� gypsum board manufacturers recomm endations. (� 'r1's�t4L{E '3 B. Room Temperatures: For nonadhesive attachment of gypsum board to framing, maintain not less than 40 deg F (4 deg C). For adhesive attachment and finishing of for 48 hours prior to gypsum board, maintain not less than SO deg F (10 deg C) g F (35 deg C) ,u Do not exceed 95 de when R,t application and continuously after until dry. temporary heat sources. using joint treatment g {' " C. Ventilation: Ventilate building spaces, as required, for drying j �. w57J materials. Avoid drafts during hot dry weather to prevent finishing materials from drying too rapidly. Ei'.�.,1 • 555 '� v43,��,"5,.y! C5-4199-00 09255 i4- -2 GYPSUM BOARD ASSEMBLIES RO— 3/19/01 '' �,t ,. ,� !•fit ,t ':t ri r• c 'ti �: +r,.J t.d1. ? �^2! c,r,{ j� c,� '�:;; tti ti<�''+'fly(.' r1 1} , r t .,+' `• r ' i r + .r 1. ) } 't;r� )ry 1F{� rYS'�'''r J�•.�#?`<ac� i 3 d }. 'u i., c• 'fir ' .` t Y ., .� t (t..c r Jp t�§t 1 .��, r h y 1 iT� f 3 ��e. r r 5 t 1 3(Y K� • x.i,,, •4 .v� uE,l ":�°5 i."` ' � 1� t �,r�5 �{t� fi7'it'tt 4'i � r ,:3zur ..4. ,:ft3 rzs i i ';F t y.. t }"Jtfn.riv��x,<b' f •rf D1,� 9 +:�', i i.+t r t ',t 4 f�� ,+• "x1 i { . f �'r t � / dt" Y,.y:.'t^',$�,}k F 3yi.t„t .fiY:r"-..•Gr41 i;`' 't. it �, r' "<'{'il 1 "1+::iSF "'S"t. S"j' ^.�y +%:�''i/`.•F j t 4 '�'f'i.5 t �,Fi;�z e; •; 'f` i; '9�w s. ' z' . t,qty��i:f�Y;at�i�l`? Y, r tr4v`4}�� S L .?� r "y: ".r ",7"' r r!, t k u-4, i�`a.',,$1�!rlt;•;�t'.. .�?sj �f ,v'br'�'X �' i,:a,s i;if :)r r' F�.� i r'�" :t,' , "1 1 t r i' r •S�-•'f�,'., !� ).�3. r 1 � ft '�•},}r X fir' <�;`..:'� i.�.Y".,�.tt t�:,lt d , t t :'g i ..�," ` t �'N!'I•iP9.rg:!'tay �" „ 4 " '.°"�.'.::"'J,t+,�«d'fk�laa+sfar4MVY,ww.v.2.x::u.xww......•cw..,i_..... ....... .. .....4..r,,:..m.bran.r n.t„o.,n+-<.:,r,,....,,......_.,.......,_:. .. ,. .. .,....... ....-..,. }'G�'1�Ti"r.?�5��'i�,4 WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI Brit M�v PART 2- PRODUCTS 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide products b one of 4"� the following: J P q , ,t�4 ' x ti �r 1. Steel Framing and Furring: a. Alabama Metal Industries Corp. b. Dale Industries, Inc. " X5:3 C. Dietrich Industries,Inc. ° d. Gold Bond Building Products Div.,National Gypsum Co. e. Unimast Inc. f. or equal f, 2. Grid Suspension Assemblies: 4 i` Y•il lr'`a. a. Chicago Metallic Corp. f b. Armstrong World Industries . ± C. USG Interiors, Inc. 4fz1 ' d. or equal '' Y ` 3. Gypsum Board and Related Products: iA a. America Gypsum Co. ' `t'_ ' b. Georgia-Pacific Corp. tt q }J'Sy ``t' �,�b3, i C. Gold Bond Building Products Div.,National Gypsum Co. ' {}, d. United States Gypsum Co. e. or equal 2.2 STEEL FRAMING COMPONENTS FOR SUSPENDED AND FURRED CEILINGS =! A. General: Provide components complying with ASTM C754 for materials and sizes unless otherwise indicated. y B. Power-Actuated Fasteners in Concrete: Fastener system of type suitable for application indicated, fabricated from corrosion-resistant materials, with clips or other accessory devices for attaching hangers of type indicated, and with capability to i � sustain, without failure, a load equal to 10 times that imposed by ceiling construction, as determined by testing per ASTM E1190 conducted by a qualified testing agency, C. Wire for Hangers and Ties: ASTM A641, Class 1 zinc coating, soft temper. C5-4199-00 09255 - 3 GYPSUM BOARD ASSEMBLIES RO—3/19/01 ::' rt ttpAVltf�Cypal.7ff. 47 .iCxf, ..,t.. !°y,�i�) "^. �1..,;,'. "'.++.t�, 5 � ( ..ti .r: t ,i y '�i" ' Ir.y tli•�: ,r'.x,^',::,�li,•^>r...t .;IE' :°',pp':}iN47�y�'2'�j�''_ .aytt:>7, '.t< �; .'�•. ! Qq ♦ =i1' ,1,3're.::p'r tl:°~, ,�. ,jl.l; �.� ..,., i" "S. ,. 1 it5.,1.,b'r. S, ,;l.rj,'.1'1 :M1:�.rpx,il l.� k`t' ,�i'',"r f��{t S." "•� Fr �:r l��{'r", !^�'C�`� ..r it c,.�f �„+, '•'x�f�',.�.,,�.'n'J )I lfl fy' t ..C;' '•J'u }�` a.Y .A,i .d�* µf�,. nrti,'r .fi: .+:b b:F .rt"'��Aai 1p� "h .n Y,,..t ..j,; V i o-j J.., .{ Yi$..,,r u(. i y°•>• 3 �'t.M.. .f 5rt'� 1 M r <.'S5 t 1 J��" 1':i i1'^}r1.i; t �fi .Zt 1 it t .L.'`.11...:t t•,rV,fit' .•>,�r:,`+ Vl{,'�'t t./ .t.. r)':..,L.�f y,�4r {:. ' ,[ •.,+Rir filr.t.v" -�ci,�:tL':u. ..,' ��:,:r'.^ .:,- 1. r. I .`. i:,i,'r'3 '{5, �.� >.t ,A ,.. 2j,i•. .t :f z#arr L7.t if7,rty'� •y' �Put �'x EE..r?y1.. •r,, :., $5 r.. ,!'{sc' .w. .r• ,4,r'1, r, ri+,.?r.:t, ,;.y...h,. Ysj�r „Y,, .�..•i}' ;_9 � �1,� � '�-t �.,,h f;. {:,�''i4 'tt• +'r''tY 37,. :is r,. 'r,.. �'P`r ,'�?':.�' .v ':r' `{.ti #y" }i. ..3,.7'.v'tt'1�.. ::k?+ sr .?.;2 .rE g'�r.rt "sw, i� 5a1' v�+ e'1,� ,�, i�•; `,.��,t. .,,{�..t'gc � ;I_ i'e+a°�:�;s.c „a, „n;r;v,�'.cr'' 't; '.r, Sc '' -' .1 a „r � ..e.,,.,.... .i. ftr.7 t,f9., ,� ,t,�..�. +h,�•{) i ,f '�' ,.Yr,s�-� �',• i?:S'fn•1. �:.".i ..=r {. .L3.: ,} �r:'i.y e ri,' y .r .v"',r/+ c.} ..2•,t•."�7.4-.,•'`}..!''.Pn. �f,Yn`q t �j, ! t � „ .i;,.{y .rJ• ,( `'� � .riS:�Etylt.n.�J,^41a`•. ,a} v.f;r, ,t' +,,: t. r:r1,'t•,},'pty Sr'"ry ..i iy.r.. ;p:' S„31 i':iiji { ;t,�s%': 't±�S .,a? '�.,.(c<.,.,.ty,,.�.,tij.;'{.�,"".t• t}'•z%57;:� �a.'� `. a �' ��. ,�y5 S 5.. ,,;�,t}" •p. t�I1...,. � <} :.ry..r.. >{�- ��.' ,y 2.t.: rr• ,',•`^r{,,F't 4 L 5-'3r''s f:',;t�'':4. .'Y;,i'�'i d•f.., ,r,at +t.{; ,.�,. ?. .:r,' �� :� ''�1F'Fti ¢l',.:a� ��;r `S i!'r",t'I;t:!}F:yr „� i'' ^`• `S�i r'+.s r: .gin i � ti” .1 5 ��7, .o .1.. a(,i.� <r(J.�yG�,�.�'nF'� ,frtfi •d?=r �,�e? 4k'r' f+l'.N:' '"t t�- :� `f� r" �':J�,, ?FF� �.�•. ,� xf Y .,,. is" r�t, y fit. f:; }d.l', ',#' 'i '�s. ..}„ ,7: ,'C':/�....sf'.=;,d::.t,t .+}..,y}, a,.,i:,'f1;.:.•, :�. �r •y� �f.:U�':+.�r�.0 .,i�r3:i��,:�#• .>St "�))...<;i7; 4;'ar.. ..i'•- �.,^ «rii. .,x', S�.y "t ,t "I;' ..r. .>f �'.Srr�.x 3'1�`�t 't`�"H..:'i)'}"t:a t:,i-!' .? 1... 'ti. .i?..f„a•4'1 y, ,fir s.,i u. r,�r+� r f.,r ,�t, t s '^1 y �4e :ia, u;'I!,w ,r..r4,s,�S,n';�,,wl, °{:,..• .�•;::j°: {C{y',,��,._, .`•1,�.r?. ,�lir.'s`±.y. 4'. .f.r+'il F §, 1... •,r. •,i. i i rr. ,:[� i".. r, �a` .t' x •-Lt .r,, .�5 r elk�:;�f.,..r,,. r,...i.,.•, otrr,J.a':E-; q C+;u;,. ,( f.,:.�, ,r :1' r� .:•.y �;zt ..1 �" ,;�f ,rt.: ,, :'t' t J .F.r' ,. ,,' {�„ .f,a ,.t?. `r. t .}• al. L s” 'r. '4 {' "a,,..,4"+E, .t.{ 3,.5 7..'k', �'4'',' '•dry("i�Hi c, t ' t. !j., ,,I', tt•;yt, f. ,7M t'' � �.S 33 tt z. § �'":` 1 r r'•; � t t�s�' z yj t jto <{srh� _ .A{t r .. ., _ ,ik � �' ., !( ,;, , 1 t r ..i�,r�.',t :�3'.;+�ti.t rs •1t . ' }. .,f r + t .(•: ". ,, r t P s,�r: +9 7t{q i��i��ta}3's �x�t , : ,....;.,w«„ r.,.x:r«u»..✓.i.x«tawo«_......,. ...:....'.. ... .....,_".....�:..>ti....,,:,�,�o.....,,,....,. rr' 'iyr Yet(( J. ELUTION CONTROL FACILITY ` WATER PO ITY E)PANSION CITY OF JEFFERSON,MISSOURI D. Grid Suspension System for Interior Ceilings: ASTM C645, manufacturer's standard direct-hung grid suspension system composed of main beams and cross furring L members that interlock to form a modular supporting network. 2.3 STEEL FRAMING FOR WALLS AND PARTITIONS ` A. General: Provide steel framing members complying with the following requirements: +L ;� };> 1. Component Sizes and Spacings: As indicated but not less than that required to comply with ASTM C754 under the following maximum deflection and lateral; , loading conditions: `;' a. Maximum Deflection: L/240 at 51bf per sq. ft. 2. Protective Coating: Manufacturers standard corrosion-resistant coating. B. Steel Studs and Runners: ASTM C645, with flange edges of studs bent back 90 deg 3/16-inch-wide minimum lip (return) and complying with ` and doubled over to form the following requirements for minimum thickness of base (uncoated) metal and for depth: ,,'+ �..,. .u.r'•''R�?�,;;;,i i 1. Thick 0.027 inch,unless indicated. 1 Thickness: ess o 2. Depth: 3-5/8 inches and 1-1/2 inches,where indicated, ASTM C64S, hat-shaped, depth and minimum C. Steel Rigid Furring Channels: i thickness of base (uncoated)metal as follows: ip fir f�,7rL�biwL1 1. Thickness: 0.027 inch, unless otherwise indicated. 2. Depth: 7/8 inch. r D. Z-Furring Members: Manufacturer's standard Z-shaped furring members with slotted or nonslotted web, fabricated from steel sheet complying with ASTM A 653 (ASTM A 653M) or ASTM A 568 (ASTM A 568M); with a minimum base metal (uncoated) .0179 inch 0.45 mm) face flange of 1-1/4 inch (31.8 mm wall- thickness of 0 ( )' attachment flange of 7/8 inch (22.2 mm), and of depth required to fi t insulationgyyf�zy}{,: 1q :u{= i� thickness indicated. E. Furring Brackets: Serrated-arm type, adjustable, fabricated from corrosion-resistant rj xti^pt} L+� F sickness of base uncoated) metal , t steel sheet complying with ASTM C645, minimum fl ( l�ti of 0.0329 inch designed for screw attachment to steel studs and steel rigid furring b} ' M, ;>4 Ail, channels used for furring. ;} ; +' F. Fasteners for Metal Framing: Provide fasteners of type, material, size, corrosion resistance, holdin g P ower, and other properties required to fasten steel framing and �,•�>, °., f�. a , members securel to substrates involved; complying with the 1 furring Y ^, recommendations of gypsum board manufacturers for applications indicated. , C54199-00 09255 -4 GYPSUM BOARD ASSEMBLIES ' RO—3/19/01 w }�j7 �.ST""r rtR'rp {'.'`y 3 .i � ;A ( i r 3 `,t C tL' � wi('.r t�; 7)�� tF�`k i�7��}+'`1r k• tir•Sht t:J 5 + L ;y tri I ,,. 4 'r 'r 4L�1I91 .'"' y 1, '}F� y } .Ji t / ( � 'i •� f 7 �' { 21 f t � r�t ' : r, r , ' ..+Yf Q�rte{1FhSr�r ++Yl(;^.1•{. ; �t� ,< , •3� r 6:'t zr` rt7t(( �{k41pi'S 0,5, r 4 'j:r,< ..',.u...w.xw.K+1,M'�*^D.V,Mw...✓.r,:v., .w,an.....,.,..:. � .. ....... _.....�...�aJ,v vea,'e;.rxfw�r.untt.n.p'.ri.r .�..� , , b . M1 r,i' 1. 1 WATER POLLUTION CONTROL FACILITY EXPANSION I , CITY OF JEFFERSON,MISSOURI f.,.'., :•...`':.. ''. 2.4 GYPSUM BOARD PRODUCTS I? ; A. General: Provide gypsum board of types indicated in maximum lengths available to minimize end-to-end butt joints. sy 'j 1. Thickness: Provide gypsum board in 5/8-inch thicknesses to comply with ASTM `':6"' C840 for application system and support spacing indicated. j B. Gypsum Wallboard: ASTM C36 and as follows: 1. Type: Sag-resistant type for ceiling surfaces,non fire rated. r{{)).µr'� I Ttl(r"L.�Tk 2. Edges: Tapered. 4�<�,��.,�`'�; 3. Thickness: 5/8-inch. ,Y,n»:•11., 4. Products: Subject to compliance with requirements, provide one of the following products where proprietary gypsum wallboard is indicated: ` a. G rock g C Gypsum YP Fireguard Board, Domtar Gypsum. b. Firesto p Type C, Georgia-Pacific Corp. ...., C. Fire-Shield G Gold B on d Building Product s Div., Gypsum Co. n A , d. SHEETROCK Brand Gypsum Panels, FIRECODE C Core United States •�_�:-� t;: Gypsum ';"' e. or equal C. Gypsum Backing Board for Multilayer Applications: ASTM C442 or, where backing board is not available from manufacturer, gypsum wallboard, ASTM C36 and as follows: '' 'hR: 1. Type: Type X where indicated or required for fire-resistive-rated assemblies. ...7 � pit,:•F� 2. Edges: Manufacturer's standard. 3. Thickness: 5/8-inch. 4. Curved Wall: Provide multiple layers of 1/4" Gypsum Board. I�� `tf1}t • D. Flexible Gypsum Wallboard: ASTM C36 manufactured to bend to fit tight radii and YP g ., . �..,..; •''` to be more flexible than standard regular-type panels of the same thickness. I�f 1. Thickness: 1/4 inch (6.4 ), st 2. Long Edges: Tapered. } E. Glass-Mat Water-Resistant Gypsum Backing Board: ASTM C1178, of type andxl., '� ', thickness indicated below: r...ti�:�::.}�4± =;• 1. Type: Type X where indicated or required for fire-resistive-rated assemblies. 2. Product: Subject to compliance with requirements, provide Dens-Shield Tile Backer units manufactured by Georgia Pacific Corp., or equal. 3. Thickness: 5/8-inch. 7r ,r r ti ,r z,�,• ' C54199-00 09255 - 5 GYPSUM BOARD ASSEMBLIES >}r RO—3/19/01 L.di. iF 5 V�tt,4 M�.��r ,. �.1,+ 8�t%: t.tec. '1'}. 1. •i,. .f ,,,t 1 i ,' ! .f.' l,t'��jt, Y '6,.. ;:'in'� dri rSF'H�Sj;.. # rS), �' 'v, r,st.GSt'zt Wyt, 5 Yif i � .. 5, 1 •.t t �.. ''S I,r F i. ,,.L,.,aS{r itr,:;,,r�.. F t.t��J.,,t qt'�ttl!�� yr`_ .,-�,�i. � }'r1 tf7 Y' S .4 l�+y � t ,�. �t ry. { ,•�•`, t 1 a r. 'riJ.°t� a?.t'i ki"' �Zt.ttiAi)11';,99f,';�F��.: ,f�a}`N�,T,�C;:ii �i .tryt"t 3°'tirt f 73t t"r:. �1 �:�yL;tWf,hNAWM.t•R1,M.MtY,I �...,.+........ ,..._ . ... :._....,......»>r.e r+.+ ,e1+{...+,.....v 1.t.,) .t.,,e. 1.+e.wa.. .-,�..,..�. ,:.w .W ,,; ( .; { � •��4 i. �1 WATER POLLUTION CONTROL FACILITY EXPANSION 4 CITY OF JEFFERSON,MISSOURI F. Exterior Soft Gypsum Board: ASTM C 1177/C1 177M, f I , -� 1, Product: Dens-Glass Gold by G-P Gypsum Corporation, or equal % 2. Skim Coat for Soffit. a. Sheathing skim coat by one of the following: 1) Dryvit--Back Stop II1^ 2) Sto—Flexyl, Primer —Xtra Stop 3) Synergy 4) or equal 2.5 TRIM ACCESSORIES A. Accessories for Interior Installation: Corner beads, edge trim, and control joints complying with ASTM C 1047 and requirements indicated below: J ' 1. Material: Formed metal, or metal combined with paper, with metal complying jwith the following requirement: ' a. Sheet steel zinc-coated by hot-dip process. 2. Shapes indicated below b reference i 1 de j "! p y nce to Fig. designations in ASTM C 1047: ` a. Comerbead on outside corners, unless otherwise indicated. b. LC-bead with both face and back flanges; face flange formed to receive joint compound. .` L-bead s. C. with face flange only. d. One-piece control joint formed with V-shaped slot, with removable strip covering slot opening. e. Curved-Edge rn rbead: With n dge Co a notched or flexible flanges; use at curved '3 openings. 2.6 JOINT TREATMENT MATERIALS A. General: Provide joint treatment materials complying with ASTM C475 and the ''"'' ' r recommendations of both the manufacturers of sheet products and of joint treatment :. materials for each application indicated. URN ') B. Joint Tape for Gypsum Board: Paper reinforcing tape,unless otherwise indicated. R�' AM C.C. Glass-Fiber Sheathing Tape for Glass-Mat Gypsum Sheathing: Self-adhering glass- fiber tape, minimum 2 inches (50 mm) wide, 10 by 10 or 10 by 20 threads per inch (390 by 390 or 390 by 780 threads per meter) of type recorrunended by sheathing and �I � =j1 tape manufacturers for use with silicone emulsion sealant in sealing joints in glass-mat cfk i 4'.SF. gypsum sheathing board and with a history of successful in-service use. C5-4199-00 09255 - 6 GYPSUM BOARD ASSEMBLIES " `; I `fy RO—3/19/01 A '17=71-7'.�"""""'t t'.i�;i "net+.....avanayratw,N C4tyxU.wstStttTr.N.u4f�°,°"`""•' .. M^ts..++....,.ver«aw.ri.ww..w.a mfr.'fY', .4 .1, 4 :i 1 1 r M ,w►a�nnwv..r�^^le r.,_.,�; ,^^-,^,-^.^'f^R?'23ervs,.,r:-.. ,,1�}; i �. „}f�;1.x'r i �� i. }. .Y, '+8 t t;A „l .�, .ti„ "-,1 � •t t f } f t ih�+ n t � t,:t.,�'qt•;;,;, .' "• t 7 � Ffr�1�3� •i�fr+��rti. � Iyi`I! ";+�?",1.�ty f �!� ' ,'r dt ir^ ` :rt + r' �Iv7 'i, ti t, + + 1.�i:7'�t F`yr 11r 1 ��n SAY`; \'�F.+.k�i� t} �i ,Uy:r �t.�'�H� f ��t'�,.1':�'r{S`,i.:v i".7 } tl:i�� rF.i:;f 1. 7 f 1 )r' 7 +1'r,:. :r.,.>.}4 +}d a ��1rr.tz-yjY',?S�t.i;1�7,r<�},,d,Yy.2n.".� +..t:y'Y>t ,♦ �� 1 iy? t, � 1::{�u, 1•,ir , t .'t7 uJ 5 i v!} .1 ;tii�vv,! � a , r,: + ': s ..s .R'l.,>? r. t FI Ak7,�'�{•�9ap 1� +°�r�' ,,�, r .K•.0 ,ita}.1sr.r{ �' t"t ,rti.. MAi tx�� 67 �v .......,..x r.W .i,a.' .+ ...e,...... v � ' t; WATER POLLUTION CONTROL FACILITY EXPANSION ` CITY OF JEFFERSON,MISSOURI t , (' M, D. Drying-Type Joint Compounds for Gypsum Board: Factory-packaged vinyl-based products complying with the following requirements for formulation and intended use. t ` 1. Ready-Mixed Formulation: Factory-mixed product. E k 2. All-purpose compound formulated for both taping and topping compounds. E. Joint Compound for Ceramic Tile Backer Unit: Material recommended by tile backerii,;x`q� -��: ;+ unit manufacturer. 2.7 ACOUSTICAL SEALANT 7 w A. Latex Acoustical Sealant: Manufacturer's standard nonsag,paintable, nonstaining latex ,t ; sealant complying with ASTM C834 and the following requirements: 1. Product is effective in reducing airborne sound transmission through perimeter joints and openings in building construction as demonstrated by testing representative assemblies per ASTM E90. - B. Acoustical Sealant for Concealed Joints: Manufacturer's standard nondrying, nonhardening, nonskinning, nonstaining, gunnable synthetic rubber sealant �J recommended for sealing interior concealed joints to reduce transmission of airbome sound. `��: '�� '•.� l tL�^t�3�`r Ii C. Products: Subject to compliance with requirements,provide one of the following: 1. Acoustical Sealant: a. AC-20 FTR Acoustical and Insulation Sealant, Pecora Corp. b. SHEETROCK Acoustical Sealant, United States Gypsum Co. 1, ,*{I�t„1 �`x''�.�''• c. or equal 2. Acoustical Sealant for Concealed Joints: a. BA-98,Pecora Corp. "1 b. Tremco Acoustical Sealant, Tremco, Inc. r.f c. or equal 2.8 MISCELLANEOUS MATERIALS A. General: Provide auxiliary materials for gypsum board construction that comply with referenced standards and recommendations of gypsum board manufacturer. jU ` -} B. Laminating Adhesive: Special adhesive or joint compound recommended for a cam;•::;,' laminating gypsum panels. ++,r` '-.+.St+iirl�"`• yµ�'v,Plrx YMk}t;.�. C5-4199-00 09255 - 7 GYPSUM BOARD ASSEMBLIES RO—3/19/01 ,4/.rr.{��"'�Yt�r'Mi wa»EMI+'!*'ccrK+tAlALi4!+ tf "•n"�"•• r..w.u+,m xytrYs4tus+,'nrtKrn*m... xr 1. , /wn.ar.,. +"w7•r I7!+i•^^*T^r�.�+•.wrtet�# '3 51.E S• ' t �k t✓s �f "�. t t �v r ff: , li R� r z4„i {,f'd � fir} :r ��;, t i t , .�• I ! .t. 1 t t{1 .1 } f �ss).l �1rt {i.��> •'�� n S '� k;�'�(�`.� '4. � r r.} '� �Ir ;r+ -r- # r r , t I �� f..�,-'•,s��>'r s �,t,'.•�1` r� r<. �r'�i�. 7 � ! .. *t• r .. ..., r, ,`.,, F f„� s I I. r1 r{,• + .rI t *} 4,` ,''°F: t a WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI } C. Spot Grout: ASTM 0475, setting-type joint compound recommended for spot grouting hollow metal door frames. h .;t D. Fastening Adhesive for Metal: Special adhesive reconunended for laminating gypsum panels to steel framing. E. Steel drill screws complying with ASTM C1002 for the following applications: �;`!s,-:4 i 1. Fastening sum board to steel members less than 0.03 inch thick. g gyp fi ,.. 2. Fastening gypsum board to gypsum board. `' Sf�KY1;ri,�, F. Sound Attenuation Blankets: Unfaced mineral-fiber blanket insulation produced by fibers of a described below with thermosetting resins to comply combining mineral type with ASTM C665 for Type I (blankets without membrane facing): r � : 1. Mineral-Fiber Type: Fibers manufactured from glass or slag. _.1 2. Acceptable Manufacturers: Subject to compliance with requirements, provide � ; �>.:�,Y;,.�•:;i ti ' products by one of the following: a. Fiberex,Inc. b. U.S.G. Interiors. C. or equal `s �Jf~ lf�2r+ PART 3 -EXECUTION ` S 3.1 EXAMINATION A. Examine substrates to which sum board assemblies attach or abut, in hollow ' gypsum metal frames, cast-in-anchors, and structural framing with Installer present for requirements for installation tolerances and other conditions affecting4 ,rt'. compliance with requr performance of assemblies specified in this Section. Do not proceed with installation until unsatisfactory conditions have been corrected. , 3.2 INSTALLING STEEL FRAMING, GENERAL '" '' ' ° <a { A. Steel Framing Installation Standard: Install steel framing to comply with ASTM C754 rl and with ASTM C840 requirements that apply to framing installation. B. Install supplementary framing, blocking, and bracing at terminations in gypsum board- heavy 4 assemblies to support fixtures, equipment services, trim, grab bars, toilet ,;,�;•1 accessories, furnishings, or similar construction. Comply with details indicated and with recornmendations of gypsum board manufacturer or, if none available, with "Gypsum Construction Handbook" published by United States Gypsum Co. tY+hfi�,t�l; i C54199-00 09255 - 8 GYPSUM BOARD ASSEMBLIES :7 RO--3/19/01 3 ' Y} +w,.r,u+f 5us1+>wN.mrb?RrAH.4r"'f4 lawrorw" •^'°^"r.+�w+xa+4'r4titR VMa�NbK4'Jltl�'Mtp4�5M t i.t Srs K ��,..r'K 7}')—&} l't . }yya/rf tilt v't r r J:.t er >•'. ,. ., .; t t , t tr y: tF f.s i i fT. SPCf f •1.1. at' ,Y f.Mi t ! ..1.' ..:'. E F t .i.'. , r,� 1 j'{ ,.} "1t »�yt II a rt, t '.,r 1 ..' � ;3 ,"r t,j •p a .-.-.,.rvn.a .. .. .. .. . t ii f,.f?7Wd"•rc ��Fjt`�•�t�s .W;w {2 _`A.x _ r h , t,. ...:..:r. +rr.xt=Y'-f?r.«t,n:..^rta.•,.»...,,..c.,.,..,..... .......... .:...r. ..",..•.,.:.._..... .. .....,-..... . . ......t.,. ..,.,.,..,.ka.,...,,.H..,..„..,.,...,.,........ .............,..... a -! WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI C. Isolate steel framing from building structure at locations indicated to prevent transfer of loading imposed by structural movement. Comply with details shown on Drawings. f: 1. Where building structure abuts ceiling perimeter or penetrates ceiling. ` I 2. Where partition framing and wall furring abut structure except at floor. ' 3. Provide slip- or cushioned-type joints as detailed to attain lateral support and ' avoid axial loading. D. Do not bridge building expansion and control joints with steel framing or furring ,�.: },N: �.:; ' : ! members. Independently frame both sides of joints with framing or furring members as indicated. 3.3 INSTALLING STEEL FRAMING FOR SUSPENDED AND FURRED CEILINGS fA. Suspend ceiling hangers from building structure members and as follows: a 1. Install hangers plumb and free from contact with insulation or other objects within ceiling plenum that are not part of supporting structural or ceiling suspension system. Splay hangers only where required to miss obstructions and offset j resulting horizontal forces by bracing, counters la in g� or other equally effective �`� ,<..:�;'•.:; ! �w2 means. 2. Where width of ducts and other construction within ceiling plenum produces ,: hanger spacings that interfere with the location of hangers required to support 4% standard suspension system members, install supplemental suspension members and hangers in form of trapezes or equivalent devices. Size supplemental suspension members and hangars to support ceiling loads within performance K ` . ! limits established by referenced standards. 3. Secure wire hangers by looping and wire-tying, either directly to structures or to r ' inserts, eyescrews, or other devices and fasteners that are secure and appropriate for substrate, and in a manner that will not cause them to deteriorate or otherwise ( fail due to age, corrosion, or elevated temperatures. 4. Secure flat, angle, channel, and rod hangers to structure, including intermediate 2 ;. ;{ framing members, by attaching to inserts, eyescrews, or other devices and fasteners that are secure and appropriate for structure as well as for type of hanger involved, and in a manner that will not cause them to deteriorate or fail due to age, corrosion, or elevated temperatures. '! B. Do not connect or suspend steel framing from ducts,pipes and conduit. {;�a C. Sway-brace suspended steel framing with hangers used for support. `► t.:�y I ....SI C1:.•: '• , 1. Wire Hangers: 0.1620-inch (8-gage)diameter, 4 feet o,c, t <<4 ;> D. Installation Tolerances: Install steel framing components for suspended ceilings so that cross-furring members or grid suspension members are level to within 1/8-inch at C54199-00 09255 - 9 GYPSUM BOARD ASSEMBLIES °at'M RO—3/19/01 ” 4C J � �^q..,,nmrat E'mVelsrdak�ur(�ernemmr+-t'rr�. *••*.w .vanwrar.+z+ca.a... .,'.• .. . �.x.r,n>,•r«s�r?rv+a*I�• , r --,•-+^ •^^••.•^••^•�^^^'Ve*y�•^m�4�`} , X;'YOh' F7 1 t,r l*4xCf r � �`� 1 rfftrt S F( f " J '� �' .. •• t f •.f ,i .Y. ,i ° 5ljx `u ��st%i, •"#iju`�t ,,^`. } t 1 pf r .. v.„•............... .:, rvr.san.•.TYY fr•st^.,ct,w..m ......--.. .. ,..e.iui..LLat&w1+'Si '!1`t f � 1`1 ii WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI 12 feet as measured both lengthwise on each member and transversely between' parallel members. E. Wire-tie or clip fuming members to main runners and to other structural supports as 1 indicated. i i'Sa'1$rC•!'• F. Grid Suspension System: Attach perimeter wall track or angle where grid suspension system meets vertical surfaces. Mechanically join main beam and cross-furring members to each other and butt-cut to fit into wall track. 1. Space main tees maximum 4'-0" o.c. .,,1 , _• 2. Space cross tees maximum 16" o.c. EL FRAMING FOR WALLS AND PARTITIONS 3.4 INSTALLING STEEL A. Install runners (tracks) at floors, ceilings, and structural walls and columns where gypsum board stud assemblies abut other construction. 1. Where studs are installed directly against exterior walls, install asphalt felt strips between studs and wall. B. Installation Tolerances: Install each steel framing and furring member so that fastening ;3 f fz� t,•.<. surfaces do not vary more than 1/8 inch from the plane formed by the faces of adjacent framing. C. Extend partition framing full height to structural supports or substrates above ;,, , a�_; • ,. suspended ceilings, except where partitions are indicated to terminate at suspended 0 ".1 ,r: . ceilings. Cut studs 1/2 inch short of full height. Continue framin over frames for �. , t •� „f,.. doors and openings and frame around ducts penetrating partitions above ceiling to provide support for gypsum board. ;1 1. For STC-rated and fire-resistive-rated partitions requiring partitions to extend to the underside of floor/roof slabs and decks or other continuous solid structural �'� ;� ; , •,r `X surfaces to obtain ratings, install framing around structural and other members extending below floor/roof slabs and decks as needed to support gypsum board ' r�� ";x°• closures needed to make partitions continuous from floor to underside of solid structure. I?a D. Install steel studs and furring in sizes and at spacings indicated but not less than that f?titx,, installation standard to com 1 with required by the referenced steel framing ply y� maximum deflection and minimum loading requirements specified: l,•, 1. Single- and Double-Layer Construction: Space studs at 16 inches o.c. { , . t� E. Install steel studs so that flanges point in the same direction and so that leading edges or ends of each gypsum board can be attached to open (unsupported) edges of stud iuo flanges first. ' ',f. '.1 C54199-00 09255 - 10 GYPSUM BOARD ASSEMBLIES RO—3/19/01 u ,LUI � ;fi;3+.y"9"«v',-;b't+, ,,"!.•�,`.'�.'.n.nrv+wnwrercLNSlra f»7$+V7�CKY,..:ItW3i'iri{�75tYR'aM.r.•^"r'.`" +«*w,vr mM+.^ re.oawnwt}7.wi44G�..;w'• k+.'i. +f� ��f 'IX��1)`'CTrf?;�•h{3'rY. �f t All '•h' :., . x +l 1 I J a f 1 .i� ., 5 S.I I J� r.. M�'?�t�i� k• 3p t',, y . .. . haHa,l YJ naulWin.w-.« .s .•a F..... .. +r ... .. .:....... .. ,.:............ ,....ur-.....:.... .., e..o.....".__. . ... . .... _, t Y 5 .+�. i k. WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI 1�. Curved Partitions: f 1. Cut top and bottom track (runners) through leg and web at 2-inch (50 mm) intervals for are length. In cutting lengths of track, allow for uncut straight lengths of not less than 12 inches (300 mm)at ends of arcs, 2. Bend track to uniform curve and locate straight lengths so they are tangent to arcs, 3. Support outside (cut) le of track b clinching steel sheet strip, 1-inch- 25-mm- �! high-by-thickness of track metal,to inside of cut legs using metal lock fasteners. a 4. Begin and end each arc with a stud and space intermediate studs equally along ' xiy� ` ;�; arcs at stud spacing recommended in writing by gypsum board manufacturer for i radii indicated. On straight lengths of not less than 2 studs at ends of arcs, place studs 6 inches(150 mm)o.c. G. Frame door openings to comply with details indicated, with GA-219, and with applicable published recommendations of gypsum board manufacturer. Attach vertical studs at jambs with screws either directly to frames or to jamb anchor clips on door frames; install runner track section (for cripple studs) at head and secure to jamb studs. 1. Extend vertical jamb studs through suspended ceilings and attach to underside of floor or roof structure above. ( . "! H. Frame openings other than door openings to comply with details indicated or, if none r.; indicated, in same manner as required for door openings. Install framing below sills of openings to match framing required above door heads. 3.5 APPLYING AND FINISHING GYPSUM BOARD, GENERAL ?� ' A. Gypsum Board Application and Finishing Standards: Install and finish gypsum panels to comply with ASTM C840 and GA-216. h.•'..�.�t t.�t v B. Install sound attenuation blankets where indicated prior to installing gypsum panels unless blankets are readily installed after panels have been installed on one side. C. Install ceiling board panels across framing to minimize the number of abutting end joints and avoid abutting end joints in the central area of each ceiling. Stagger abutting end joints of adjacent panels not less than one framing member. t ti ., D. Install wall/partition board panels to minimize the number of abutting end joints or avoid them entirely. Stagger abutting end joints not less than one fi-aming member in alternate courses of board. At stairwells and other high walls, install panels horizontal) with end abutting joints over studs and staggered. E. Install sum panels with face side out. Do not install imperfect, damaged, or damp ., � gYP P p � g panels. Butt panels together for a light contact at edges and ends with not more than 1/16 inch of open space between panels. Do not force into place. 09255 - 11 GYPSUM BOARD ASSEMBLIES • ''.��;;:' CS-4199-00 RO—3/19/01 " 1 }• �� r ,,:..+°..'.•,........�-r....-.-,.....r...•,.r,..•°,• .••+•+nw++aarx,w.r.+,,. .. �au:rettsvat.%:nrtpTrjw+ `"«fir 'f rt ;'j�f +t t k;r 5 p �l1��`14 ` t .. r V '4 ;:4., ,..:.,<.r. ,..,.. ..., •„ .. ... ...,ns,.+.v a M ,. .. ., 1 _...wwiiArt:"�'^i} ' 3 + .'i � c 1 { ..1.. :3�1 f,• WATE R POLLUTION CONTROL FACILITY ENPANSION CITY OF JEFFERSON,MISSOURI F. Locate both edge or end joints over supports, except in ceiling applications where intermediate supports or gypsum board back-blocking is provided behind end joints. Position adjoining panels so that tapered edges abut tapered edges, and field-cut edges :1 abut field-cut edges and ends. Do not place tapered edges against cut edges or ends. Stagger vertical joints over different studs on opposite sides of partitions. Avoid joints 1( at corners of framed openings where possible. G. Attach sum panels to steel studs so that the leading edge or end of each panel is gyP P g g P � s��'� a,•;, attached to open (unsupported) edges of stud flanges first. H. Attach gypsum panels to framing provided at openings and cutouts. `'§� f L Spot grout hollow metal door frames for solid core wood doors hollow metal doors j and doors over 32 inches wide. Apply spot grout at each jamb anchor clip and "{ immediately insert gypsum panels into frames. J. Form control joints and expansion joints at locations indicated and as detailed, with .r space between edges of adjoining gypsum panels, as well as supporting framing behind gypsum panels. 4,•; } K. Cover both faces of steel stud partition framing with gypsum panels in concealed �' 1 '•�£'!'} 1 spaces (above ceilings, etc.), except in chase walls that are braced internally. 1. Except where concealed application is indicated or required for sound, fire, air, or smoke ratings, coverage may be accomplished with scraps of not less than 8 sq. ft. in area. i'n 11�y4jirlwkt�t:,, ; 2. Fit gypsum panels around ducts,pipes, and conduits. ;i 3. Where partitions intersect structural members projecting below underside of floor/roof slabs and decks, cut gypsum panels to fit profile formed by coffers, joists, and other structural members; allow 1/4-to-1/2-inch-wide joints to install sealant. rF y+ l-1 • L. Isolate perimeter of non-load-bearin g gypsum board partitions at structural abutments, . 4` ,? except floors, as detailed. Provide 1/4-inch-to-1/2-inch-wide spaces at these locations P P and trim edges with U-bead edge trim where edges of gypsum panels are exposed. ?��;}.+•�„<�;;. �'�, ;:, Seal joints between edges and abutting structural surfaces with acoustical sealant. t >'k r)t,'•';'"t;: 1 trig^,�. Y//(4{.�:x}.'•.`�. M. Where STC-rated gypsum board assemblies are indicated seal construction at perimeters, behind control and expansion joints, openings, and penetrations with a n ;-.1' continuous bead of acoustical sealant including a bead at both faces of the partitions. %" ;a Comply with ASTM C919 and manufacturers recommendations for location of edge @111f, $ J t.qr trim and closing off sound-flanking paths around or through gypsum board assemblies, ,,,r including sealing partitions above acoustical ceilings. N. Space fasteners in gypsum panels according to referenced gypsum board application X,;x!lti and finishing standard and manufacturer's recommendations. % C5-4199-00 09255 - 12 GYPSUM BOARD ASSEMBLIES ' RO—3/19/01 r7},^M/ •'•,.;.,f'S- :'1—'•••- a.w+.rnsrck nuw.+a«.o. .rhvu• . s n +, '1�. ! 'r. . .,J �1}iYfKratfWlH:atikiYk�lkY1.V&71W7! v;aYi M=�„Viav rJ: "'^*k �,9,YSRV/Hkk'{R44\24l� t' f 1k.1''I iii:?�J=>v1�:. MI y=. � tf ,,xt t. , i 1 7.t ( � y:l`. 7 1 � (z .ir �7 y,�i 4M�:y�f ;d Cp lr�!ti •7 ,ti.3•lYi r t l +' a 3tt 1 .1 1 , ` `' tt 1 It(. }; ,yi 14 c{�Crt9if,;�l��'�'v{ t p �� . I t 1', �.' f/r is 1 . �' r i >' l " 1 .�7 y {:j�''G �• �. K"�•' • ...,�. r Y. 1 ,......,...•.. ..,t.�., ,..,.n...„..,, ... ............. .... . . -..x ...:. .....+a.:r.7t..,W.+tx..mnn .,..r.�n»......a., ... ...... • ......,. ,+,.. ., .. . ....,.,.....,. .. .. .... ........ .... .. ... t t !<t to 1 r � 1 WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI 3.6 GYPSUM BOARD APPLICATION METHODS wr! A. Single-Layer Application: Install gypsum wallboard panels as follows: 1. On ceilings, apply gypsum panels prior to wall/partition board application to the f CC,ti t � greatest extent possible and at right angles to framing,unless otherwise indicated. 2. On partitions/walls, apply gypsum panels vertically (parallel to framing), unless otherwise indicated. Provide maximum-length panels to minimize end joints. ;. B. Wall Tile Substrates: For substrates indicated to receive thin-set ceramic tile and similar rigid applied wall finishes, comply with the following: u' w 1. Install glass-mat water-resistant gypsum backing board panels at showers, and where indicated to comply with board manufacturer's installation instructions. 2. Install gypsum wallboard panels with tapered edges taped and finished to produce a flat surface except at showers, tubs, and other locations indicated to receive water-resistant panels. C. Double-Layer Application: Install gypsum backing board for base layers and gypsum t . wallboard for face layers. 1. On partitions/walls, apply base layers and face layers vertically (parallel to framing) with joints of base layers located over stud or furring member and face .u... layer oint> offset at least one stud or furring member with base layer joints. . .` Stagger joints on opposite sides of partitions. l D. Single-Layer Fastening Methods: Apply gypsum panels to supports as follows: t 6,11 �fti;??;'t�j;�•ti Fasten with screws. panels and face layer w, E. Double-Layer Fastening Methods: Apply base layer of gypsum p to base layer as follows: ,}r 'y 1. Fasten both base layers and face layers separately to supports with screws. yr t F. Glass-Mat Panels: 1. Water-Resistant Glass-Mat Panels: Comply with manufacturer's written :a • installation instructions and install at locations indicated. Install with'1/4 inch gap where panels abut other construction or penetrations. 2. Where glass-mat panels abut other types of panels in the same plane, shim ` surfaces to produce a uniform plane across panel surfaces. ,yt F y 'y�^t C5-4199-00 09255 - 13 GYPSUM BOARD ASSEMBLIES : f RO—3/19/01 ;;ba" ; sj ta4i7 ._ ""'".t. ;.t `n;•:�i��'� r r � j t1.e^.rw'wswtlKrtirxWRteNAARYiPSa'L7Sk¢!KKt7FM7"'rpq s«e'!^'Mx!'Sutart+r'pcl'+Tr.N*"^"^""' t' ��/� r 9..t� �� •�„'� � �.�t};Tty 7� t .. w.a ,v,��acrrt S {, G�•f�t I� .11� ,. i. 't ,� �., � ' } t �t � .�' .,. Y?} t+" rE :•t(ii�.j,r'•, ..(jA 1Y .. + !��'3 t , t 1 '- J i t1 ts" � t ,t4 ty it�✓ vi;{t i!t�. �t��; �. :r'�; f try t j.: l t�s.t 1 t + ;ti �� w 7 t ' 1 � � + ? '! { t'tyY � ti+. it✓ %'S 3�i;1� y' ......-w.vo.� 3 h , y 4t�ti S'S fs rY• r ,f *0 MA —° iVATER POLLUTION CONTR OL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI G. Curved Partitions: panels horizontally and unbroken, to the extent possible, across curved 1. Install p Y surface plus 12-inch- (300-min-) long straight sections at ends of curves and tangent to them. I 2, Wet gypsum panels on surfaces that will become compressed where curve radius prevents using dry panels. Comply with gypsum board manufacturer's written recommendations for curve radii, wetting methods, stacking panels after wetting, and other preparations that precede installing wetted gypsum panels. 3. On convex sides of partitions, begin installation at one end of curved surface and fasten gypsum panels to studs as they are wrapped around curve. On concave 1 side, start fastening panels to stud at center of curve and work outward to panel ends. Fasten panels to framin with screws spaced 12 inches(300 mm)o.c. g P 4. For double-layer construction, fasten base layer to studs with screws 16 inches ,Y (400 mm) o.c. Center gypsum board face layer over joints in base layer, and fasten to studs with screws spaced 12 inches (300 inm) o.c. Al 5. Allow wetted gypsum panels to dry applying j oint treatment. t' H. Exterior Soffits and Ceilings: Apply exterior gypsum soffit board panels perpendicular ' ' > to supports, with end joints staggered and located over supports. Apply skim coat to total area. 15`^sT 3.7 INSTALLING TRIM ACCESSORIES A. General: For trim accessories with back flanges, fasten to framing with the same fasteners used to fasten gypsum board. Otherwise, fasten trim accessories according `rf�,; ,;..T, . to accessory manufacturer's directions for type, length, and spacing of fasteners. ".� B. Install corner beads at external corners. ,a3•r� C. Install edge trim where edge of gypsum panels would otherwise be exposed or semiexposed, Provide edge trim type with face flange formed to receive joint compound except where other types are indicated. '<\ 1. Install LC-bead where gypsum panels are tightly abutted to other construction and 27� back flange can be attached to framing or supporting substrate. 2. Install L-bead where edge trims can only be installed after gypsum panels are installed. D. Install control joints at locations indicated, and where not indicated according to xnY` nx J ,,Vn��ox; ASTM C840, and in locations approved by Engineer for visual effect. ? G„� i "ga RY. 3.8 FINISHING GYPSUM BOARD ASSEMBLIES ; $ � '^^ A. General: Apply joint treatment at gypsum board joints (both directions flan es of _ ` rk:� 11,E , corner bead, edge trim, and control joints; penetrations; fastener heads, surface defects, C5-4199-00 09255 - 14 GYPSUM BOARD ASSEMBLIES fi RO—3/19/01 ! r '3y1 ' +r�,�,.+,++,...y1r--,^r,•-'•t .r'+ a+naSt• t+XiYNet a#wwra.e..;.”' 'i._ ^•.,a*away.minawaKn'.!•ar7tRwi'aiAanwr+ti' '°'"t S ,. ^' tT' �yij""''^'C,1't� q ,��Fi*1'% :�, 1�i ';.t f 5)f'. i:,, t r t t a f ,) t k •-� t *,z�++, `sji?F tt�t�`'�••�•r 4'd ..i i�;,rf��".. f'.f �5 .rjt3 'f .r '�`C 7Yf<F �, C S .I ., � + .• '.�e t y l ,•' +y. `'1+'� 517 j Y Ff�f�ti)j�f,i y�y'F/}� � tY��dy�+I f s t�'+Y; :, ity ;F4j�ti'..{ fit.1i'j',{'�Y ' .l•f:;Nif:'�',; It7 t t ....>z`:....✓:w:.,ns>4 bCnM+r3.fr.'xTVV,wu.:+...v ,..•...,' ., - ,. ........ ,. ............ .. ..... p it - WATER POLLUTION CONTROL FACILI'T'Y EXPANSION CITY OF JEFFERSON,MISSOURI and elsewhere as required to prepare gypsum board surfaces for decoration and levels of gypsum board finish indicated. B. Apply joint tape over gypsum board joints and to trim accessories with concealed face flanges as recommended by trim accessory manufacturer and as required to prevent cracks from developing in joint compound at flange edges. C. Levels of Gypsum Board Finish: Provide the following levels of gypsum board finish }t �`:�4?}.5;.' per GA-214. 1. Level 1 for ceiling plenum areas, concealed areas, and where indicated, unless a higher level of finish is required for fire-resistive-rated assemblies and sound- rated assemblies. 2. Level 4 for gypsum board surfaces indicated to receive light-textured finishes wallcoverings, and paints. ,. D. For level 4 gypsum board finish, embed tape in finishing compound plus two separate coats applied over joints angles, fastener heads, and trim accessories using the t` f following combinations of joint compounds (not including prefill), and sand between coats and after last coat. I a� 1. Embedding and First Coat: Ready-mixed, drying-type all-purpose or taping is!'e ttj1�tl l compound. 2. Fill (Second) Coat: Ready-mixed, drying-type, all-purpose or topping compound. 1, compound. 3i',�Y E3`.°. 3. Finish (Third) Coat: Ready-mixed, drying-type, all-purpose or topping 31 E. Where level 1. gypsum. board finish is indicated, apply oint compound specified for embedding coat gypsum backing board to comply with board F. Finish glass-mat water-resistant ' manufacturer's directions. Apply skim coat over total area. fit•,°`. C�C ;j`. G. Finish exterior soffit areas to comply with board manufacturer's directions. Apply . skim coat over total area. 3.9 CLEANING AND PROTECTION t ` A. Promptly remove any residual joint compound from adjacent surfaces. B. Provide final protection and maintain conditions, in a manner suitable to Installer,that ensures gypsum board assemblies remain without damage or deterioration at time of Final Acceptance. END OF SECTION 09255 'i'i}i V�hr :F jiris}R17��t� C5-4199-00 09255 - 15 GYPSUM BOARD ASSEMBLIES ,,.;:.. " rt RO 3/19/011 vl } C.. T•` 1'M'911ii%1r�fA7{45.VMSS �'.CLfcl"77 y+w ett`S.:t..} "1 i•. t { /y1it F'f{e r4r2ki. Yf r, 5r'r+�i i,i, { I. t r :.S� .i.. T 'i. 1'�f t 4, f �`' '4 =x, fl. .:J, ( irr ' a ,' 7 1R i•1rf'4jr rlF S' ' i}'9 t r I..s it g:t ' $i t It J r `ti- 41b s'., ..,.+.r..rwwawvhak.wr'+..•..+,c.:...«::. ,.::...; :.e..,r. ,n»>�'. r o:a.t 'f^'rrr�s+nt[•sMit�e,a t ( A 'r tt�}�{J S�,r�}��h ., ,... "......,. r..,,.. ,r... .. .... .,. ,. .. r. :. ..<. r..a.y,.•r r w,« ,..,............j.,.u.t._r.« F rt a�}t`,tk, 'ip tl t v • + ::,1 WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI 7 SECTION 09310 - CERAMIC TILE a, PART 1 - GENERAL 1.1 RELATED DOCUMENTS Al A. Drawings and general provisions of the Contract, including General Conditions and Division 1 Specification Sections, apply to this Section. ! 1.2 SUMMARY A. This Section includes the following: 1. Quarry tile. ` 2. Ceramic Wall TileI t ik B. Related Sections include the following: r 1. Division 3 Section "Concrete Work" for monolithic slab finishes specified for file substrates. '.trr: 2. Division 7 Section Joint Sealants for sealing of expansion, contraction controlf' `5:, iu(' ' and isolation joints in tile surfaces. ' ' 1.3 SUBMITTALSr1F A. Product Data: For each type of tile,mortar, grout, and other products specified. B. Shop Drawings: For the following: 1. Tile patterns and locations. 2. Widths, details, and locations of expansion, contraction control and isolation �j joints in tile substrates and finished the surfaces. ��'•A �,�:, rut'"' '(�,na71`iL�d'S"1'�ylar�t ll C. Samples for Verification: Of each item listed below, prepared on Samples of size and �kr°:.,,,' ; construction indicated. Where products involve normal color and texture variations, r. ?r° include Sample sets showing the full range of variations expected. ;F' 1. Each type and composition of tile and for each color and texture required, at least 12 inches (300 nun) square, mounted on braced cementitious backer units and tyre '+�q with grouted joints using product complying with specified requirements and .i1";ny1 `'yHr F �T l7. approved for completed work in color or colors selected by Engineer. ;, i 2. Full-size units of each type of trim and accessory for each color required. D. Master Grade Certificates: For each s Certifi shipment, type, and comp ' � r osition of tile, signed by tile manufacturer and Installer. ' xxy;?r y; .f �eeC ill: .l+J ��yfyj�+C�,\�"�Y'•j C54199-00 09310- 1 CERAMIC TILE ,; ` •'> ` RO—3/19/01 �( �e•,;�±+��•L't�~«Yara'`, �Ir�. .:rttS r,,,..t`. I +.,.,.+ �"�'; '' tia+?a` ..j l •�n,m,r..we�nran!apF�%t7��arn�w.+«., .f - ,r: r fir. w :+., .rs '• e�r�..,r'.+'�"°_','•'?�•'^,�.t�"t��!`�i.,., Y -kid: ;r£ 1t`, .rl t � ! t t};� J-,:•',1. 'f.r r:"'i�t'}„yi.vr fa..'4,v.r.:n:•Fia,.r,}+ri u ..�"LS��.+.. ''t�:t ��.'G-. ,.,,''1 r, r. .'�, IS. cti ..a: i �ri ,e r�i•f4r C ,h Sli' yt�'w;,,"i..Y't 5 ��?(',�f 4�, o{. C3.t. ,:'.r.i',?:""rf�''t '=n' .i,�.. t` +d, (,. .y. ..7 4 ,5cr ,ya'Yr. ^•4. tC' l,. 'TR� S'Sy/ / !" S �,./�j .{ �1 r f yl 1, y t 7 .1• f .,'$,{. ,j .,> ` ,Y L' f± �"yL . •. A. .l �,. ..,."','.t.•d ...,4,:�., .....r, .,..:,t.:..•+,:{, ,. :t F� �!�' a•j,'? k kc,5+,'r:•��, ,.>,L;�c,i).r t y!1,,\r: ,7+��i. .i ,,.'t' r..•,e ., .r. .,,t 7 r? E. d Ft: :'} / '� c L,f, 's`r,• i h tk. ,r'.p f''a �-t ,s7 Cr'`.A.F `.• ii• .p'r ).. l.. :,� t 4, C ..�, t,,,r,;,t•n`,..1'-,r t,,;(,,.tY�"•...,L�'..t:rk .'��, s/ f�k.l�p l`.• °f��'t l�'f tilo`4f t, !. 'P.' 'it7 .I' .}xi, j r 'r .r. t'., ,. .;(.,,,},,5..,,aa.',,,f((. 13 t ,y rift' .rd d,C,,((..,fin,3Yi�3:i'rn� +c,fir �,.t e`,4.• ( a4. rv•�.r. � `rr r,® .ic•r'�� 4:'1;:�� ,•.t c'. .t, .i': ,. i. �, :r .;t. ;.q s' r?,v',a;'a7; t.;•.•'p�;. .t >11, f ,�i � t � ,tr;• ,i",'. •r; } .+4 -is I {. „t .,+.•. „k t ti t.:L'`R`Fp�i;:,k,a ��,t'��;..��> a. �7.4,��r". �r''tl y,r+j 5 ..;` }23.):!.%� rrS. E x(t�'i .� :t 'r.' t t t t 'C !'� t'•.�” Yr1. r' !'�o-�+. �.' ;i•,r,r.y: '•+ } t'1:� #, '1, t.'i r'� .�tt { �i �':+y.'!t r' ii. S} � .+i }yt i'1:;'..,n.t ijS;fit ,l.t�k �,�y"t. t «. ,W ,.!', Vt1vnq 't .:je t � ti „7,,•.,r(, � 'l. .4'' /.' t4tf i f ,. .;ti,s 1 i.p a5,. ::h' 5/'iii.., S t. t ' :�I d A� t ! rt' - t t + .,, +t+ ;,.L. l:1�' .{'{s:+'f,� Y, alt SS1..Ft ..l;ni};••�+"ra.'rjf�4"+„ t ;;'!j }� S r •{ £ .�r .:};4. { t 'V� e iv t'� ty}'4.*9r +,5,=� {'.Ir}r t'�� i .'rr?t, y f e ,...F.N>w..W.....i r..+... ...w.....+..,. .. .. ......, ....y., .,.r.>.... ,...... ...,.. ... ._ . s,...,,...... � _.....,.•,.ry .•...,hY.mt 1«.x,.,,v ,...,.. .......... ,_ ... _.�_..».+aa�KYA°f�kK�r�� ,{ i� r. .,�:i;' r WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI E. Product Certificates: Signed by manufacturers certifying that the products furnished comply with requirements. F. Qualification Data: For firms and persons specified in the "Quality Assurance" ','';:':'r:;,:' Article to demonstrate their capabilities and experience. Include lists of completedr projects with project names and addresses, names of Engineers and owners, and other information specified. !� a G. getting Material Test Reports: Indicate and interpret test results for compliance of tile-setting and-grouting products with specified requirements. {5 1.4 QUALITY ASSURANCE �h �i A. Installer Qualifications: Engage an experienced installer who has completed tile �` ; installations similar in material, design, and extent to that indicated for this Project and G. ;•- " ' with a record of successful in-service performance. B. Source Limitations for Tile: Obtain each color, grade, finish, type, composition, and 1 j variety of tile from one source with resources to provide products from the same production run for each contiguous area of consistent quality in appearance and ; s; physical properties without delaying the Work. ti`•; 4`; $r ,f , tiff+. C. Source Limitations for Setting and Grouting Materials: Obtain ingredients of a '� uniform quality for each mortar, adhesive, and grout component from a single manufacturer and each aggregate from one source or producer. 1.5 DELIVERY, STORAGE,AND HANDLING A. Deliver and store packaged materials in original containers with seals unbroken and , labels intact until time of use. Comply with requirement of ANSI A137.1 for labeling ; ; f sealed tile packages. i B. Prevent damage or contamination to materials by water, freezing, foreign matter, and other causes. ' C. Handle tile with temporary protective coating on exposed surfaces to prevent coated surfaces from contacting backs or edges of other units. If coating does contact bonding surfaces of tile, remove coating from bonding surfaces before setting tile. �• 1.6 PROJECT CONDITIONS 4' 24 A 1 41�f�li+} ' A. Environmental Limitations: Do not install tile until construction ins aces is completed and ambient temperature and humidity conditions are being maintained to comply with referenced standards and manufacturers written instructions. i ° } (' "A" C5-4199-00 09310 - 2 CERAMIC TILE RO— 3/19/01 ,ti`s+� s•, .,u;<r,';�+. "C"'t` T ',., ^^`• IM Y:{q1M-PVXf. /',.l.M.l(.71VlVJWL>➢l•A•M'.v nwwW..e.MtFr1\iF1CMtY.WF'r'`'.Nf)CD�gWi'11MhllW r'M.!""" 'Jt"• `7 """1-MM�grK '•YT(' h r,. •2�++��tiii� �7'v`y.fr? y f .. t� .Ir. ?{ :i� yr�r�!'i�ai4��A ti.r,;' •w t y {f�• ft � �{>t , . t S t '. i 1 F .� r YrS t ?I.� ,�;yi ,� �1•tiif�6 �'�./tt4Z Y t 1 ar `i: ,,! ? '' = r}1 :;,,fir 1r sl r�,+,XYi�'f�r t,'�4�i3�,!-y�•. ',)�p�" 4 �1f �af 7� � ..� r y t t d. S .h L .ti;', r , ( .fi �1' ..f' v. n2•Y��+ ,�� %' Y7 (f t `•%• t� ',t . .t t.:( r ` f} w y i.. ? f �'y ,.t 7 , ,t r,,•,;1,tfj,(",•. >-r!r$..t}��'•.'c.,''?7y.`nl. .��It. � a. �•. �� , ,,'; i a ��th fr�, s, 4}«�h�1r.a r '��f� sP�iN I �vk,. , }yet•'' 7��,>: e.rr.rmn. M11.1 .. ' 1. r r .. '4''t ,u o s r',.• i't.,. .:t .:,t;:. ;::( ' -: ? ai?S r r a r .r�. , '"� �} 'i U ti' {tom„ -y ? :5' Ic.. t.s+ t i t.Fe:fw t,' �.k,+., t:•'n�rr r4�'f;i'r.^. � s. S.:r :S. 'J 't -i�r. f`L},y },}'.at(.,.} raP fir Czr lr�i�,,;�`:e'Y .j •�!> h. � 4 } .l 5 rl•f..'t 3. 'at��'S�. ,� }', l a ,�r �•l 'a.,� -rrFt�4-5 _:t,:•.,,..'+.;�l;,.fF.��Y„• !r i. t ;rf. ..5i% ' S a _ v :;�` _'��:t 2.r �tr�.ft;`,1"�:•fit �"4.f 't'�."Si-.��.. i"��,}"••t��,�i�''� ,i'Y[,�,�t i` rM1r C .y'v� 1' ' � :t"• U ;S > if. t. .f 5�:�.�vr'',i' t'r :f 'i' f<ttY. ::1•tT'�ty 1 *7;t��tif„!;;,;}{�t,; 3 17 ' ;.t ",,':r 1 :,t s ,�•A .�t,•J:' f 4.LaCP%'v ,;#F ,r�' "., ,�' � 'y}' .xi,;,�''✓'{i�t, I.�rxfi !�atatt',r ,:, .r.. }. .t t �'< � d' .�ml',rr#M`y,,:y^it 4L;-ri,7 KLf' r'1s.a 0i��:;�r�Ytt,..�n rr`Y.L'� s}t ( 1f c,, i�.t s t, � .4r t j '4: ,x � vtt C.+,,Y,<5x�� f;a�,.dta, y�•'i'�",'b .,i�CC°YL'a. '`FSu?.• r+, (pnp?a6, t Y 4 5 "t .t , t tr., f..:''k "`` ��1•.`l' ;t,>1,, i •,4 tyT S. YSr �F.} 11 p X«�{ ( .y r�rf al,`4 tl r` gg $— t�nz ki�:at .r3 r%'ta.',++jvr�r'n' MNAV.:wJ.+a' ::« ot.. ww.wsw,r.,nihk'Mtiti m•••t•n7tvkrVn..«w.«,...,.,... ,,..1... w+w✓..w .;..�r ,.7:�.14, ._�..�M..n:�:C1.:'+,46�r`kl'� NIR W vtt a WATER POLLUTION CONTROL L FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI F . v=`:;;• fri`;^V' 1.7 EXTRA MATERIALS . A. Deliver extra materials to Owner. Furnish extra materials described below that match ,:1 products installed, are packaged with protective covering for storage, and are i identified with labels describing contents. u B. Tile and Trim Units: Furnish quantity of full-size units equal to 3 percent of amount `..;� installed, for each type, composition, color,pattern, and size indicated. PART 2 -PRODUCTS :t r� •.f 1. Yy. Rn 2.1 MANUFACTURERS : & 4h1" A. Manufacturers: Subject to compliance with requirements, provide products by one of a k�t,,itf y t the following: 1. Tile Products: k =:t;;c,:, :'i. 4. a. American Marrazzi Tile,Inc. f � b. American Olean Tile Company. ' C. Crossville Ceramics. ;;r°;;r, d. Dal-Tile Corporation. e. Florida Tile Industries, Inc. ' "' � '�` '• f. Lonestar Ceramics Company, bt Mannin on Ceramic Tile. g• Ikrl;ftYp�' �``rfi} :i h. Metropolitan Ceramics. ,„;�:-';i,k ,tj;�w�;`. 1 i. Monarch Tile,Inc. 't;,f )� `byy.�` Summitville Tiles, Inc. k. Quarry Tile Company. Ai, „j 1. United States Ceramic Tile Company. y, ;,r, ;f5 r m. or equal r 2, Tile-Setting and Non-Epoxy Grouting Materials: a. American Olean Tile Company. 1' ` b. Bonsai: W.R. Bonsai Company. AIJ t. �Y;1 fr},yt t d. Custom Building Products. ' e. Dal-Tile Corporation. ' . # k a.ti. f Laticrete International Inc. .t, g. Mapei Corporation. a�t h. Summitville Tiles, Inc. ' ,.,' i. or equal',: '.” ,�;.,Ei;t•.r {j �}fhb'"`•a•' .k;; �; A ••f' • � CS-4199-00 09310 - 3 CERAMIC TILE • , t'' :�y RO—3/19/01 r.n.T A 'U F' ,f,t f. t.• tiuS a SnY,{.'+ 'h� `s'4, y 7' .,r,.i.: •,nr , •rig C >'i+�.t 'd f'y r.:r # ta[sf,.- >Te 4' ' i,� ° .7L, 4'- .a :•cl•rt "'{`�'.=C^i!gaa•r,� r."!3sY• •7'..1x�usl,V.ri,.(} ; ',,•, „. ;.fs�y 1 r t l�, �'i 7. ? Y ,sS}{�y�, rt'4,.s.X +,••''.t?i'`.Y;i�`,�+,'•.11f'• , •hs �,, F t�t.. w(�rn t h. r I .l,h',.1•..i+�tF�"v'Y Yr,iy=,4'.j-i�..3r..?+'r.! ,i, v;4•,�rt,''t 1�r� ��j�' " f a ' �: >„ f�..�'x. �j .t;t..,:,�..f,t7?�x5rty{� ,�"f.r.s,t} ..;f. ,#,�;1 }}:�a. •a,.:tyt �..} .F f� t ?t -(, r,,.l'!Y,s. S�.}. ,} L.t,',<,.�.,'} as.,y" .t� 'uzpr' �= '''d' h r;�ti7, �f�: ,a,,,..u. ',,tz; , :;�.. r'. 't�,t_ ,Y,:�fo-".. ,r .t.6':' [l?fy;;tt ,f•;,�,?.r,,•{,:�t J '�•.ri,,r5,,t�a`,s. d..,r..� a�rY , r �:.'•',= i. 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''�l a,}G` ..} -,4•t i el•� �:�` ,,fit ,>�<it<;k Ifk 1 4}f ,�...!? ,�a-,} ..ss ,.,.h - rµ-:1.v*,�•,f ,•.+•.�..�..ts._ $.,,.,, .,.., t, ,r..,/,. t r .i' r..E,- r' :A::•;1{:: ;l': ..lt:.t �.i I� 1 °�{, ,� ,.� .1. ,� ,41A, ..#.� r�+:F s�5. f+4., ✓. ,?: r^�.; ,.J. Yr ;C. .rd' n� I+' ., .,I:"'ttr'4+ .0.r :..,, '.y,k:�'Z ¢;ra.., (Y: �:�`. J 551-< 7,�-'f•.�Y.�',,,? ;'+.' �v.s 'r.. ;a.ti ,str,.`� t <,t•:,-�.5., ..{r, ij 1; i .,�,.Y ;1' •.t::,.«.. "r-:„ii ,i>� #5f,.1`x,5tf ,t.. 'P .{.`�S:t�t, ,Y:�`tU`."`F 6, . ct � f, rr. ,J' :'�tYt ) f ,) off},}z ;4 i S s,,< .1 �•'�,.-51� '�. r+ Y':' et .t•1.',.. S.. s% .vr' .,/: 5"w :4" + ri' .rt•;';::,,r'-ht "lz :r .r,. 5•: rrx�,�-,�.Y.i„'... -� }. .,.. :: %:rAa..-1 tl..a}.",.'d;�:•P' ,lhr 'S� �f *f„ .trj :,, r 'rr � .v., I ,,' .xft. :ir,�,..� Gi:layer,E rr' .}f t,u" _,�tJ,l. .L �t 2.� ,i-rt. ,r �i,`��'. it OVA OWN f R 3h Y; n WATER POLLUTION CONTROL FACILITY EXPANSION `! CITY OF JEFFERSON,MISSOURI 3. Epoxy Grouting Materials: a. Mapei; Kerapoxy t�1 b. Laticrete International,Inc.; Latapoxy 2000 C. or equal 2.2 PRODUCTS, GENERAL . it j A. ANSI Ceramic Tile Standard: Provide the that complies with ANSI A137.1, �Ni 11 11 Specifications for Ceramic Tile, for types, compositions, and other characteristics indicated. . 1. Provide tile complying with Standard Grade requirements, unless otherwise :;;;(�'• {.s;;; ;:' indicated. B. ANSI Standards for Tile Installation Materials: Provide materials complying with + yys �r z� .:• ANSI standards referenced in"Setting Materials 11 "Grouting Grouting Materials 11 articles. , C. Colors, Textures, and Patterns: Where manufacturer's standard products are indicated fi t /}f f ii7 for tile, grout, and other products requiring selection of colors, surface textures, patterns, and other appearance characteristics, p rovide specific products or materals complying with the following requirements: 1. Match colors,textures, and patterns indicated in Material and Color Schedule". D. Factory Blending: For tile exhibiting color variations within the ranges selected durin g ` 5,("~ , k. Sample submittals, blend tile in the factory and package so tile units taken from one 'i package show the same range in colors as those taken from other packages and match approved Samples. f E. Mounting: Where factory-mounted tile is required, provide back- or edge-mounted tile assemblies as standard with manufacturer, unless another mounting method is {..'s indicated. 1. Where tile is indicated for installation in swimming pools, on exteriors, or in wet a areas do not use back- or edge-mounted the assemblies unless tile manufacturer { specifies in writing that this type of mounting is suitable for these kinds of j , 1 +: installations and has a record of successful in-service performance. (; l y 2.3 TILE PRODUCTS '"'c !' A. Tile: Color, size and finish to match that specified in "Material and Color Schedule". v ' ? B. Trim Units: Provide tile trim units to match characteristics of adjoining flat tile and to comply with the following requirements: ��'Y w ]♦y3:'FK S�� ' C5-4199-00 09310 -4 CERAMIC TILE RO— 3/19/01 s t'rV..,c:xt4 tr f.. "'77r;r:i` wN u« --•`""•""'*r+,�.cfiaro++wewri+wr�,r,ra,wu'ww+ervs+s+o+A+♦.+."�T`.""}'�..,.JI. .'"f.;.�`;�h'j1*�,"fj y,,,.:v .7�;i i.,.f)�(f. r t 4 +4,it�2ti 3at. :yG�p,j " i d ,:q��r.F , s ' c t y s,�' P1•r i7 ) .c f �;';t rl i tF j+,-t ili'f,}({.• lir�+t s'y�. 4 t''1 : L r WATER POLLUTION CONTROL FACILITY EXPANSION f CITY OF JEFFERSON,MISSOURI 1 i coordinated with sizes and coursing of adjoining flat tile ' ted coor 8 J l. Size; As indicated, , where applicable. 2. Shapes: As follows, selected from manufacturer's standard shapes: a. Base: Coved. b. External Corners for Thin-Set Mortar Installations: Surface bullnose. I C. Internal Corners: Field-butted square comers, except with coved base and 44ffKrifM+(i cap angle pieces designed to member with stretcher shapes. 2.4 SETTING MATERIALS .�M ; A. Portland Cement Mortar Installation Materials: Provide materials complying with ANSI A108.1A and as specified below: , u Ai .l 1. Cleavage Membrane: Asphalt felt, ASTM D 226, Type I (No. 15), or + polyethylene sheeting ASTM D 4397, 4.0 mils (0.1 nun)thick. ti 2. Reinforcing Wire Fabric: Galvanized, welded wire fabric, 2 by 2 inches (50.8 by 50.8 mm) by 0.062-inch (1.57-mm) diameter; comply with ASTM A 185 and r • ASTM A 82, except for minimum wire size. $' ' 3. Latex additive water emulsion described below, serving as replacement for part or all of gaging water, of type specifically recommended by latex additive manufacturer for use with job-mixed portland cement and aggregate mortar bed. a. Latex Additive: Manufacturer's standard. '"' 4. Dry-Set Portland Cement Mortar: ANSI A118.1. B. Latex-Portland Cement Mortar: ANSI Al 18.4, composed as follows: „`�` , J `' •, 1. Prepackaged Dry-Mortar Mix: Factory-prepared mixture of portland cement; dry, '`'' redispersibte, ethylene vinyl acetate additive; and other ingredients to which only ' water needs to be added at Project site. 2.5 GROUTING MATERIALS {r, a • A. Latex-Portland Cement Grout: ANSI A118.6 for materials described in Section H-2.4, composed as follows: isr , ,•. 1. Factory-Prepared, Dry-Grout Mixture: Factor re pared mixture of portland cement; dry, redispersible, ethylene vinyl acetate additive; and other ingredients to produce the following: ' •t r a. Sanded grout mixture for joints 1/8 inch (3.2 mm) and wider. ' „ B. Chemical-Resistant Epoxy Grout: ANSI Al 18.5, color as indicated. } C54199-00 09310 - 5 CERAMIC TILE ``' •' RO— 3/19/01 , �Y.V� n... ........,...r.wwrnJA% t %RAfrwt'Pa"^", . .. e. 1 tf;i(+: �'rI^•w+nnn!.!YP11t1�.+!A.dw°''Y.fMf .\,. �i' 1 .. rI` l Y'^^""MMbYMV4Y?IE$fl R��ll M %"MSI r!"7AY17�PRi+3•C�Vr+GUnm„w+-R 1 `Y I t I.tt t.t t t r' : a i ,. '� .' " ..: e.w t .S tt:N N'°ew..rn•J.,., .. ... ....... ... � ...... vNa1RY,NfK11'S,'.M N�LS' l.u....i.......,.(....nr ...d.nve+r.. ......1... .l. .. .,.:.......:s•:v wevrv...Y Vea..,. nu.:::.n.... ..,nae ry nrr', .�. �.. ..•n.......:.... .. .. f ft. Y`3 )iixtt 4'. r WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI 2.6 MISCELLANEOUS MATERIALS A. Trowelable Underlayments and Patching Compounds: Latex-modified, portland- cement-based formulation provided or approved by manufacturer of tile-setting materials for installations indicated. , 1.� 1 B. Tile Cleaner: A neutral cleaner capable of removing soil and residue without harming the and grout surfaces, specifically a roved for materials and installations indicated p Y PP , �;.,.t :. by tile and grout manufacturers,'' 2.7 MIXING MORTARS AND GROUTS ±` A. Mix mortars and grouts to comply with referenced standards and mortar and grout ( ' i manufacturers' written instructions. B. Add materials,water, and additives in accurate proportions. <' C. Obtain and use type of mixing equipment, mixer speeds, mixing containers, mixing time, and other procedures to produce mortars and grouts of uniform quality with f?:i optimum performance characteristics for installations indicated. PART 3 -EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions where tile will be installed, with Installer 1 present, for compliance with requirements for installation tolerances and other conditions affecting performance of installed tile. 1. Verify that substrates for setting tile are firm; dry; clean; free from oil, waxy films, and curing compounds; and within flatness tolerances required by -� referenced ANSI A108 series of tile installation st andards for installations indicated. 2. Verily that installation of grounds, anchors, recessed frames, electrical and and similar items located in or behind the has mechanical units of work, been completed before installing tile. ted with tile joint 3. Verify that joints and cracks in tile substrates are coordina locations; if not coordinated,adjust latter in consultation with Engineer. B. Do not proceed with installation until unsatisfactory conditions have been corrected. i Fp4t. V si 3.2 PREPARATION A. Remove coatings, including curing compounds, and other substances that contain '`rr x� , soap, wax, oil, or silicone and are incompatible with tile-setting materials by using a a� `<: a CERAMIC TILE , C5-4199-00 09310 -6 >ti{ RO—3/19/01 Yry, I — �rwv+a i*u+wvYxzttc Ir.,f) T , j� l :ytf. r`..,•y.).T,'nt..�..Z'^' ..;,.il Ti q°'r•'VYI t.RCm�pdiY41�115'�4NJNUSMI"(4iK%471A'A+Y.K,n } t�.: ,� r i t�'P •r}Yt} lk,{ r tr 7 1 ! k�f +rY } � k .l.'. ! tif. r ,t; Y 5 tll t�sjJ�. ��{l+'��'� p � � :'�•: �t 4 }} t a z 1; r } r t � ! �' f tz �•i!.?� >, nand,. � + i` .f' ,i � .fj!mot`'•!ip`f�`t 1}r¢7 i t T'tif J �,,�E'' t i r ,' >r f � �t��^ , ' vi +��}��1�r,;5°+•'°�•i�`a� �}� �,t1i+rf�' «..............^..ter. ..i. WATER POLLUTION CONTROL FACILITY MAN SIGN CITY OF JEFFERSON,MISSOURI terrazzo or concrete grinder, a drum sander, or a polishing machine equipped with a . {{ heavy-duty wire brush. B. Provide concrete substrates for the floors installed with dry-set or latex-portland cement mortars that comply with flatness tolerances specified in referenced ' :i ANSI A108 series of tile installation standards for installations indicated. 1. Use trowelable leveling and patching compounds per tile-setting materialp'� r':= : . � manufacturer's written instructions to fill cracks,holes, and depressions. 2. Remove protrusions, bumps, and ridges by sanding or grinding. 4� C. Blending: For tile exhibiting color variations within the ranges selected during Sample submittals,verify that tile has been blended in the factory and packaged so file units taken from one package show the same range in colors as those taken from other .,. packages and match approved Samples. If not factory blended, either re turn to manufacturer or blend tiles at Project site before installing. t C »S 3.3 INSTALLATION, GENERAL rr ~^ A. ANSI Tile Installation Standards: Comply with parts of ANSI A108 series of filer� ., <: installation standards in "Specifications for Installation of Ceramic Tile' that apply to :.1 types of setting and grouting materials and to methods indicated in ceramic the installation schedules. �I r, TCA's "Handbook for Ceramic Tile Installation." t,;;a.•, B. TCA Installation Guidelines: Comply with TCA installation methods indicated in ceramic tile installation schedules. C. Extend file work into recesses and under or behind equipment and fixtures to forum a ,'' "! ' complete covering without interruptions, unless otherwise indicated. Terminate work neatly at obstructions, edges, and corners without disrupting pattern or joint alignments. D. Accurately form intersections and returns. Perform cutting and drilling of tile without marring visible surfaces. Carefully grind cut edges of the abutting trim, finish, or built-in items for straight aligned joints. Fit tile closely to electrical outlets, piping, ' fixtures, and other penetrations so plates, collars, or covers overlap tile. E. Jointing Pattern: Lay tile in grid pattern, unless otherwise indicated. Align joints , when adjoining tiles on floor, base, walls, and trim are the same size. Lay out tile work and center tile fields in both directions in each space or on each wall area. i Adjust to minimize tile cutting. Provide uniform joint widths, unless otherwise ` {'; indicated. F. Expansion Joints: Locate expansion joints and other sealant-filled joints, including control, contraction, and isolation joints, where indicated during installation of setting materials mortar beds, and tile. Do not saw-cut joints after installing tiles. CERAMIC TILE C5-4199-00 09310 - 7 " RO— 3/19/01 1.1,F7 777,M � 11'v ....n.ra".«•ivhnNWli==Y=72Aifii>-�'t' �..My �* � t'{ ' #d7.:6iXRY Wima 1" iT+Xr:Y1PWt^w{ow+.,w+ 1 i •••(((��R � { , •t L 7t I 1 , "t r ' ,r f{j.. { ,' . r �t Yf ta. � i Ali tls itt " ' •��'� r ft -.b,...i..s 1......,, ti,w,.«..............t..•.,. „ . .... ..........,r>~•. 1.r:. ,..• ... .,...•., , .. -,.,.,,4.nxt,., ,,. ...,...... ...�.. ..,.....v...,w« .tr,.0•..w,,N..........., ,.. .. ...........mr}41 y >r}r`4v�' 1 1 1 ON CONTROL FACILITY EXPANSION WATER POLLUTION .�r�,:'•, ;•.,`, . CITY OF JEFFERSON, MISSOURI 1. Locate joints in tile surfaces directly above joints in concrete substrates, G. Grout tile to comply with the requirements of the following tile installation standards: I. For ceramic tile grouts (epoxy grout). ' 3.4 FLOOR TILE INSTALLATION L` ';r,�?•: A. General: Install tile to comply with requirements in the Ceramic Tile Floor ; Installation Schedule, including those referencing TCA installation methods and 4 - ,;r• ;, , ANSI A108 series of tile installation standards. B. Joint Widths: Install tile on floors with the following joint widths: 1 � 3s xr cr; 1. Ceramic Mosaic Tile: 1/16 inch(1.6 mm). ° ' °r=' °`'":'•1I C. Back Buttering: For installations indicated, obtain 100 percent mortar coverage by complying with applicable special requirements for back buttering of tile in referenced L ANSI A108 series of tile installation standards: 1. Tile floors in wet areas. �'u'' '° "''t}tyµ(('•f ' '''� i 3.5 CLEANING AND PROTECTING KS ..;.i `��" <•.,_';,,�Vii,,,#,�;:s•;,�' A. Cleaning: On completion of lacement and grouting, clean all ceramic tile surfaces so g� p they are free of foreign matter. 1. Remove latex-portland cement grout residue from tile as soon as possible. 2. Unglazed tile may be cleaned with acid solutions only when permitted by tile and grout manufacturer's written instructions but no sooner than 10 days after ;- °s installation. Protect metal surfaces, cast iron, and vitreous plumbing fixtures from effects of acid cleaning. Flush surface with clean water before and after cleaning. Li B. Finished Tile Work: Leave finished installation clean and free of cracked, chipped, } r , f broken, unbonded, and otherwise defective tile work. ; C. Provide final protection and maintain conditions, in a manner acceptable to manufacturer and Installer, that ensure tile is without damage or deterioration at the '''`"' f, time of Substantial Completion. l' t' 1. Prohibit foot and wheel traffic from tiled floors for at least 7 days after grouting is � completed. 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'"'f ,t.'. i ..k.i: f d., s„ vita .J'f`, raV;,t,�-.,ji�n ,,.Sy;�� •.� ..� !, •., tr "ss'i;.. ..i}j45Er-x��.,: rrk,rrY, fl'?^,Yt h. , t .t• r:r 't•, :(,1 i,., :7. §I:. ,.i,�:,1 .Yr yr; (`f' 'lwi Af(w {ii1J:w"i..friYiW6ut4iw%r...s+wYW.:;u:w,fi,4w.w 1.• ��E. .,-t.. .«J,%r.<xrt-knNr!'sR.D'4nxs,t,•i�wn r.vF�, ,-t_... .-4axw,W,N:.Ve f�i�Me«rnl.[aH�Nrl,n�r„1`J.`.),trvi:e`iLii.�.ns L,Gtr.3:7,5'tn'sL374.#.rs+ y ,ft Miry r r 1, �•9 .�I WATER POLLUTION CONTROL FACILITY EXPANSION f {r�t tt(�fY��• �' CITY OF JEFFERSON,MISSOURI (•� ''t �^�F x,11��_�}ilt,�j"., ,i 3.6 CERAMIC TILE FLOOR INSTALLATION SCHEDULE A. Quarry Tile Floor Installation: TCA F1 I I -QT-l. 1. Manufacturer: Quarry Tile Company (or equal) 2. Product: Everett-NW70 ��4•�t i,fi 4 3. Grout: Epoxy .s. a. Manufacturer: Mapei " b. Designer Series !F. , C. Color No. 30 d. Color Name: Forest Green . B. Quarry Tile Floor Installation: TCA F1 I I -QT-2. "' a 1. Manufacturer: Quarry Tile Company (or equal) �� s ` 2. Product: Tacoma-NW50 3. Grout: Epoxy ` a. Manufacturer: Mapei '} b. Classic Collection ; x' ,j C. Color No. 47 d. Color Name: Charcoal C. Ceramic Wall Tile +y" 1. Manufacturer: American Olean (or equal) •``; 2. Product: Glazed Porcelain Ceramic Tilea a. Color: Field; Y61 Amondine-CT-1 b. Accent: Y47 Gloss Jade CT-2 9 {- oss e- iirs r};>•n spat ,�} "+.Id''r1 r'ty'�'•tit''>�r§�+k`��77 3. Grout: Epoxy a. Manufacturer: Mapei (or equal)yyy '"`' :a b. Designer Series ' ' j�j•,t '' :for. L.;.i C. Color No. 94 d. 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Drawings and general provisions of the Contract including General and �Z, f� Supplementary Conditions and Division 1 Specification Sections, apply to thisa' `s Section. 4 1.2 SUMMARY ' A. This Section includes the following: 1. Thin-set epoxy terrazzo to match adjacent terrazzo.. er:,,•s;;`r_;:°<l° ,; };; ' B. Related Sections include the following:'Mm"I`;ai 1. Division 7 Section Joint Sealants for sealants installed with terrazzo. ai'w`�;s��, 1.3 SUBMITTALS "f :j t�yTr�A1�� s; r-it. A. Product Data: For each type of terrazzo and accessory indicated. xr ttr d•�" •,'-Mar, {f�t�: ,'1A:.4i'SG''Irif'.. B. Shop Drawings: Include terrazzo fabrication and installation requirements. Include =�n1° xK plans, elevations, sections, component details, and attachments to other Work. Showi57,;v , i layout of the following: iSSi+iG" r??, aut 1. Divider and control- and expansion joint strips. �q{� t 2. Base and border strips. I5 � '�';.h. :a 3. Abrasive strips. 4. Terrazzo patterns. ;rtes , C. Samples for Verification: For each type material color, and pattern of terrazzo andF' asgg , accessory required showing the full range of color, texture, and pattern variations `� err 41,+ N expected. Label each terrazzo sample to identify manufacturer's matrix color and aggregate types sizes and proportions. Prepare samples of same thickness and from y same material to be used for the Work in size indicated below: 1. Epoxy Terrazzo: 6-inch-square samples. 2. Accessories: 6-inch- long samples of each exposed strip item required. D. Installer Certificates: Signed by manufacturers certifying that installers comply with ( ' ' requirements. ti!� I�r i t��Y�'(�l. �ig�gJryty,y�4j411•'r. f fl.. �1l�q5A. E. 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'l., t.t.v t .,iY .>. a...ua.....,.,r. ./...1',is>.., ..�.r.....,.. .,,-.e.,.. ••!! rl ily .t`i Y'' T WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI F, Material Test Reports: For epoxy terrazzo. to include in maintenance manuals. G. Maintenance Data: For epoxy terrazz o l 1.4 QUALITY ASSURANCE A. Installed Terrazzo System shall match existing terrazzo in color, aggregate, texture, ' and assembly. i B. Installer Qualifications: A qualified installer (applicator) who is acceptable to epoxy terrazzo manufacturer to install manufacturer's products. . 4: who is certified in writing by terrazzo manufacturer as 1. Engage an installer rkdy�:fY4 ^ qualified to install manufacturer's products. C. Source Limitations: Obtain primary terrazzo materials through one source from a ��''`'`` ,F, �•'' single manufacturer. Provide secondary materials including patchin an d fill material g joint sealant, and repair materials of type and from source recommended by :1 manufacturer of primary materials. /� ``Y`±:``` Fn✓ D. Source Limitations for Aggregates: Obtain each color, grade, type, and variety of , r,'nl t 5 ;r ,• aggregate from one source with resources to provide materials of consistent quality in appearance and physical properties. written itten E. NTMA Standard: Comply with NTMA Guide Specification an recommendations for terrazzo type indicated unless more stringent requirements are ' specified. I F. Preinstallation Conference: Conduct conference at Project site to comply with �u �'aJIFf f requirements in Division 1 Section "Project Management and Coordination. rY�1,t�y;F �,•r4,r,. o l t PROJECT CONDITIONS { A. Environmental Limitations: Comply with manufacturer's written instructions for .;� other conditions temperature,moisture,ventilation, and ;r,3� s`.':., substrate temperature, ambient temp affecting terrazzo installation. ,`:'y�;0 ,,1;,,,;� :5 I„ B. If permanent lighting is not in place, simulate permanent lighting conditions during t { ' e terrazzo installation. , a "a C. Close spaces to traffic during epoxy terrazzo application and for not less than 24 hours ry "A' after application unless manufacturer recommends a longer period. D. Control and collect dust produced by grinding operations. Protect adjacent � a` construction from detrimental effects of grinding operations. ` 'r (f•f/df� M �4�•'y�f' <;1 09402 -2 EPDXY TERRAZZO C5- 4199-00 { RO—3/19/01 r •^rr �� rF}"ter `,j,,, .r�,. cr .,. n"zs�ebTwltWfi�}f+a�CC„siNVd'tt!•C4Y-1ke1ryPT.varM.”' .„• ,1� +unasuxvhx+)rrn•.w»+l Keu!.G171�t+4wn»�er,r�+r»-•„x•+L! f 1�4 t.. }p 3 C' f t ,��Sf k .it s�,S�;f(,k�:r r C rrr.:: J 1 J r ii, ct ! '•L`� 7: •' s ,.,: t r s�slrJr v rare{-ij{Cyr4�} v,,�3 r�'}1�.K}d "'�-i';+ g +yid. K�t(@�•��'��3 �l+ � r. try t�44�,��f'�n��s, r}+f'�,'rA } � a:.J( r ;•, i .,� j,�•: , 5 tr„v r. `} r.t' 't}�WSr.F;`..i 1�'�t�.i#�y��t1�. �."�`"# � 1 •�i;,, �4 „ mint 1' {} rsb...ly;,I$a R" f. i 7 YS"n / I.,i rt d � .va•.K Wn..e.MN>}.•v..,n.1 n.Ln, u_............ ..f.,..,......t_ �.+,•..•i. ......:,ar .,,......� :' ...�..... .�.. � , I • WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI ' r t t 1. Provide dustproof partitions and temporary enclosures to limit dust migration and to isolate areas from noise. t E 4 , 7 I { PART 2 - PRODUCTS 2.1 EPDXY TERRAZZO it , s.r 'ftwt F Yry�y,�".1 A. Products: Subject to compliance with requirements, provide one of the following: 1. ChemRex, Inc./SKW-MBT;Novalite. 2. Crossfield Products Corp., Dex-O-Tex Division; Cheminert Terrazzo. 3. General Polymers Corporation; Terrazzo 1100. 4. Key Resin Company; Key Epoxy Terrazzo. ' 5. Master Terrazzo Technologies, LLC;Morricite. 6. Polymerica Incorporated; MasterPiece ETS. fir.},;'g`rS';{;;.,•�• 7. Quadrant Chemical Corporation; Quadset Epoxy Terrazzo. 8. TEC,Inc. an H. B. Fuller Company;Tuff-Cite E p ox y Terrazzo. 9. orequal ' r B. Thickness: To match adjacent terrazzo surfaces. i f•. C. Materials: 1. Flexible Reinforcing Membrane: Manufacturers resinous membrane for substrate crack preparation and reflective crack reduction. '± a. Reinforcement: Fiberglass scrim. fn; i d� t 2. Primer: Product of manufacturer recommended for substrate and use.indicated. 3. Epoxy Resin: Manufacturers standard recommended for use indicated.`;; <<rs b. Physical Properties without Aggregates: Hardness: 60 to 85 per ASTM D 2240, Shore D. p'r1 p,rfa'dr'e , 2) Minimum Tensile Strength. 3000 psi per ASTM D 638 for a 2-inch t specimen made using a "C" die per ASTM D 412. R"` r 'a''{ ; 3) Minimum Compressive Strength: 10,000 psi per ASTM D 695 Specimen B cylinder. 4) Chemical Resistance: No deleterious effects by contaminants listed €�ryr( i<'tf'• ', below after 7-day immersion at room temperature per ASTM D 1308. .,tyJ y� �r.T{yr��jli3rF: a) Distilled water. b) Mineral water. s {r ;., c) Isopropanol. d Ethanol. �€ � F { 4? C54199-00 09402 - 3 EPDXY TERRAZZO tY. RO-3/19/01 ;t . �` 7777777 h 4 'r :G'lifi�v1f�� Jt '.If tr .'.7 ,i;Y+ Y�'.'C• J: { ..P, 7 1 'r { .i i: r.4r:rrr _Y.•,11}<<ti Y'u..{�)x' y {,"11.•.�},�`�CI�J r .f I. b' .Y: 11 y :14 t. iy r 1ISl. .,' )A: ( :L J.' l"G 4„ P..f,/� �� r.. .z.r�{,c+,{e,Y: .,,?•. } r..yt,7' t'y :.1 , i.i.i :y s i) r 1 Pte`.:.iri' ',Y,'.{.,:{1.•. •f'j'$$ � d„'+4.: S. } .n�'?Fi;t :S .'�� F•'yy �4. =vv{ ! t '1`r,.S,J4rM,i,+, ''4. ':tx ce'. .A .r. t .(i .,' )r { J. 'if•'+fSrP;I.',�r'} t:'0.' vv{ft ,yt, �. •�h'i `?. j, P f. �' l ,. {:{ r ry ,Y.�.. .a .\,•„f:i�.•t,r, .;., d?ft,:t $,4;b� .� `� .tr.t{.K�.,, �°ltr„ •,S�°?':>'�� .t. •.�'. .!n ,,. I},: .rd '�. , 1 t ::p. .�r,. ti 1 'r 1 i':u .i,r .1 J.55,"t. 7'�ynY ,.<F.r#, .slv.,jSu. i'�;:• t' �... t r a ..t a F�., �,,.�}"'v �, •".i.' :.t u;?s+t�''t r }ant b ,rr t�. x. ! �':�.�. ..F .Y, .,, '.S s r w"-i, t ' at' r 1Ky'r'v- t{t,l'. S d�'•pref�l .tt° �,`:�, 4�i• §lr ;�, V,,. .�i"r'tr.,,+�. :M1�rK- ";+'�.if, Rt'� 1. ,r'. „> tt• r .r Y t' :'io`;., i,ir:!t�'ra", ±'r ;r!.{ :w.--+ �'y ✓Y r s• ..L� 7 'ra 'r f .1' ..r v ;,, ,',:k: ..,d ~h rfe 'f, 7 r.i1xGS�.'�,�•v',;fji� `'';F't7}';`` .1.Ji:f,. t� n F :4 t;,{' t , } i(:. ,1 .,` k �t :4. :t X .+ yr r_J 41"} A { ..lY, .a�Sa7 ya•;a..0=,1..,.,:.:'�FY'r' .1"'�R''` '•�Y � , ,::��.{ ;f ..'.. .; , r.i 't1 a t.fi .! 4 a+ �:y!:t: r... ''t vl i • a. fit': r. ls� ✓iii r sa4 s!1'V,t �r U R �. J h r.. , i" „ yo. .y U Y�jkJ 14i'n �` ! f; :.1 ja11k 33�`� '1 le 1 t i:. t `¢,:.•y.i rF:.Y .t x ht i i•?(; !'+�E�e1L �kt J , > i,r td �S� :rt i.i yr{, .L.. , .. .. t t � ..y ,:tt)t .d,,F,y'.+,. 1�.�-,�{'�j$`u�}fir�u�'S'} 1'�,,;�•; {fi°S% III W-1 tt i Pot, ..l ArMnMMYw•A'w'MAe�{16r.•.l+aif..i.1J X.wt. .a. .. .,,{,,�. t _.....rio.... ��' ':..«.....,...,.uxw .r. e..,.t..........,_...,......ar..v ,....-s n�w•n.«..—...._..:.. :'.. ,,,....+,.,Y.e*.r�M'1`xN`tt+2tn r:*,1n,+hKWe4X. ...,., a.l . ..,..«.., _. ,�us.fiM�+ '�b'�C' 'tc:, }��:e WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI e) 0.025 percent detergent solution. ' .:j f) 1.0 percent soap solution. r L g) 10 percent sodium hydroxide. 'a h) 10 percent hydrochloric acid. ; ,T tN N s i) 30 percent sulfuric acid. 7` 5 percent acetic acid. ' c. Physical Properties with Aggregates: For resin blended with Georgia White ` ; marble ground grouted and cured per requirements in NTIvIA's "Guide t. Specification for Epoxy Terrazzo, comply with the following: a 1) Flammability: Self-extinguishing, maximum extent of burning .� 0.25 inch per ASTM D 635. 2) Thermal Coefficient of Linear Expansion: 0.0025 inch/inch per deg F for temperature range of minus 12 to 140 deg F per ASTM D 696. 4. Marble Chips or other Aggregate (to match existing): Complying with NTMA tir , 4X„ gradation standards for mix indicated and containing no deleterious or foreign �',''"" t matter. a. Hardness: Ha-10 minimum per ASTM C 241. via: •;{�.:{+;:S:,:v�y'+, . b. 24-Hour Absorption Rate: Less than 0.75 percent. c. Dust Content: Less than 1.0 percent by weight. {., 5. Divider-Strip Adhesive: Epoxy-resin adhesive recommended by adhesive manufacturer for this use and acceptable to terrazzo manufacturer. 6. Finishing Grout: Resin based. ? 7. Seal Coat: Slip resistant. D. Mix: Comply with NTMA's "Guide Specification for Epoxy Terrazzo" and Ll = � manufacturer's written instructions for component proportions and mixing. ,M r'° ' ' 1. Color and Pattern: Match existing adjacent terrazzo as approved by Engineer. 2.2 DIVIDER AND ACCESSORY STRIPS ' 5.`. ,, x A. 'Thin-Set Divider Strips: Angle or T type 1/4 inch deep. +N c 1. Material: Match existing. { 2. Top Width: Match existing. B. Control-Joint Strips: Separate, double L-type angles, positioned back to back, that match material, thickness, and color of divider strips and in depth required for topping = thickness indicated. 'K ' 11 -1 CJ11111 C54199-00 09402 -4 EPDXY TERRAZZO = 1 RO—3/19/01 S , �` s if,��'^'r^'G-nw:...rl ,.�^.^".r^v..nwlK•pu tAl>aF^!n«r t. ...wx�m.a,�u?4maas ' l?r��-M• ,J( 4"�.` �,r. ,ti'.'i.,'T^.`; ..,�. y,,, f. i y r t ! s'f, s4<�{Y ,fr.J1,Y��5k:,,.nw;5� 't r,�r {.�,;.1 ( ,t f j. a t, ,: !� i �+. .r,� ;�°a 4'� :ttrt:;i:, 4-•i'i":S+`�'"; it 'ak;'s ,�P' .�'Y }.!{:? ';.�hl,• r,jli;Lt.t'{•i�r:1;:ti. t .'f rM !" y.',� .,i'.!,c t "}'-J ',c:' c i.r'"•�`Ij .i`r 4 '�r,�.,�i, y,,t..tqS,•!<`yC, E4 ad•�+k''S(��n±r5,�h,,,.S.&'.s•:+ i rC",.r,.,J„ct� r c_, , .i• r. .i 'h t 5. Z,�. ,. '+ `l ,.�`?�^:,+.r?u;r.lr�5{if'�i� �r71:,.Y;,Y,•.�r�'' ••t :++ 'r .. T��} ” yPtt,..t?ytat',.ti �.f:''t}yn„c•r.:y...t e..� y .1 4 .r': l { N't t 'r 7. .r � .v (:�:F,r (!, .1.,•r.,�. .,,. x�?�tt i�t11, �+ 'a i :i r,;�Z7�V. •rf��c,Xy,. ,�,. tr `?}r{ ..e i� v t � ,7 .,xir,. ': «Yr,Y '� � s,' 1 J 7J�t :,rrc,.�i;e;ii,:2'FO y.p .}*,'��tw,��'��(.�;7:� ;'?, � •�{'1' .Yl.�l, hr's�'Ftdr,s.,i."�'•r ,�� 3}.5.., «t;;,,:Y'1 ). 1 i '7' r, „�'�,.�,�t, .I,t r«'t`' � ,...+i�r 4iY'�7 f .'3nk 7v .,..F <. t l.r• s r. r t+ ji,. f,, ft .kr,r±. .1•o'r,. .Pi,="i t�';� r•4 .1., .,t :SX�� g�t,r^ip't•.1'b;?;:...f,•.F�'�' [,;'{[ °0 ,.1 � r i � 11� t! ,�,��' j .:w7 3! t i t ;�r .,}r�s, 41o!}.4a:tir.,H.t."•}t�,.£�Q,��';'a;�d� 't li ° F�'4 Ix. `� t .`_''#'yl=,. {,'.• r n. ':f�t a i, s ..,t _�: Y�.r i` "Y !I �+6 { :.rfi its4s+ �rrl4t;�{;."„i'rtr;��'{.4�X�'�{id.'A�. QY'��,• `fit, ��,�• }t,.r,, { .1 .,z •.r <' {1. 3 ° �ix .. i r� �.r. `r • to. t j X Map Yil 5 'Sn7 , t ......,.w,+r•w•M.vl k(T141"rw,J4 r.rv. ..,.:,....,.".•r,.r....;P't. 1'i�).,',.,.,...>....,.,.....,.,... .......... .. ... .... iA WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI ,. . C. Accessory Strips: Match divider-strip width, material, and color unless otherwise indicated. Use the following types of accessory strips as required to provide a 1 , complete installation: 1. Base bead and base dividers. t 2. Edge beads for exposed edges of terrazzo. {" ' 5 OUS ACCESSORIES 2.3 MISCELLANE ��yyx4U a"E, i'aotjs' f A. Patching and Fill Material: Resinous product approved by terrazzo manufacturer and recommended b manufacturer for application indicated. Y B. Joint Sealants: Recommended by terrazzo and sealant manufacturers and complying with requirements in Division 7 Section "Joint Sealants." k-::y: ;' ' t' C. Cleaner: Chemically neutral cleaner with pH factor between 7 and 10 that is biodegradable, phosphate free, and recommended by cleaner manufacturer for use on terrazzo type indicated. J PART 3 EXECUTION 3.1 EXAMINATION t a h Y i A. Examine substrates and areas, with Installer present, for compliance with requirements for installation tolerances and other conditions affecting performance. Proceed with j installation only after unsatisfactory conditions, including levelness tolerances, have been corrected. °'`'`<• t.' ' 3.2 PREPARATION 1f it ni:1Lj��4\;}," :,•. A. Prepare level substrate and flush edges of existing terrazzo. ' B. Clean substrates of substances that might impair epoxy terrazzo bond includin oil { grease, and curing compounds. v;,<r ?':;:' C. Provide clean, , and neutral substrate for terrazzo application. Determined dryness dry, PP rY r" characteristics by performing moisture tests recommended by terrazzo manufacturer. J , 1. Concrete: Provide sound concrete surfaces free of laitance, glaze, efflorescence, grease, oil, and other curing compounds, form-release agents, dust, dirt, contaminants incompatible incom atible with epoxy terrazzo. Repair damaged and deteriorated concrete according to terrazzo manufacturer's written recommendations. ` ;t<s'• . a. Concrete Masonry Units: Fill voids and chipped areas with mortar mix to 'try�Z ,j,,,+ produce smooth, plumb surface. +' o;k '.rig` ��tt�'•' ``{t ••M C5-4199-00 09402 - 5 EPDXY TERRAZZO RO—3/19/01y, i' I r 11d fr ditr ^7 kM! AWV6Mt4M1�V L� !lN �raa 1mN+F4h7igf�Vmlt•wr.+* " ..�+.wrnccgnrisa'J{M1I�P"s""'"":t.. 4,u/e'"Y Imry'MiwwS..�si 9SrM hft jti ;ti.f .i l �` `"• "�$ +: t. P V 1 t ' t .r ` E ,1. it 11 ,} lJn f�t:A �t tt 4q d'!t �. '� l ��h. ,�,t• t.0 31. k {,, ,_ r 7 / f�. I.} d .'t FT..t;:P.�'f 711rx'f t? ! 17 5 Y PJQ-4<�S. �V � y s .p.1xJ � i r � ti 1` 1 + 5 '.:t ! 5 {. r F r j� •rtz j f; i�'�I.y"y''`/�'. 'f'ik Y !j(. +.�� !' k''• t 1 1 f. e` f. 1 .�t �� r x 4.:. 1;•ty �. :y; y5 l j , 1 v hr tfi fr .t.,y., ,..ti.r>s;n,,r�,r ..w;,x., ..u«.-»,..,..>..._._,.. ....:.:.a,a»SAt •'b' .y' S J� ' WATER POLLUTION CONTROL FACILITY EXPANSION L; o 1 l CITY OF JEFFERSON,MISSOURI D. Protect other work from dust generated by grinding operations. Control dust to prevent air pollution and comply with environmental protection regulations. 1. Erect and maintain temporary enclosures and other suitable methods to limit dust migration and to ensure adequate ambient temperatures and ventilation conditions IT •:'� during installation. 3.3 EPDXY TERRAZZO INSTALLATION �srt� ,k rt; A. General: "`} 1. Comply with NTMA's written recommendations for terrazzo and accessory ^ instal tion . 2. Place, rough grind, grout, cure grout, fine grind, and finish terrazzo according to ; `;..� manufacturer's written instructions and NTMA's "Guide Specification for Epoxy Terrazzo." 3. Ensure that matrix components and fluids from grinding operations do not stain ' terrazzo by reacting with divider and control joint strips. `< yr. 4. Delay fine grinding until heavy trade work is complete and construction traffic through area is restricted. B. Flexible Reinforcing Membrane: "° irtFd.,hr+W + 1. Prepare and prefill substrate cracks with membrane material. { 2. Install membrane to produce full substrate coverage in areas to receive terrazzo, F•..,,,..;,.r;�C, } 3. Reinforce membrane with fiberglass scrim. 4. Prepare membrane according to manufacturers written instructions before4f� •, applying substrate primer. C. Primer: Apply to terrazzo substrates according to manufacturer's written instructions. i�s:as9a=,.'•:>` D. Divider and Accessory Strips: Install in locations indicated to match existing in t adhesive setting bed without voids below strips. �'" r ;;FNS �}�y�f'3 .v•. t^ � 1. Control-Joint Strips: Install back to back directly above substrate control joints. ,{ • :jy�'r s >>;; a. Install with 1/4-inch (6.4-mm) gap between strips and install sealant in gap. E. Abrasive Strips: Install with surface of abrasive strip positioned 1/32 inch (0.8 mm.) Sm higher than terrazzo surface. `4 " "li F. Fine Grinding: Grind with 120 or finer grit stones until all grout is removed from 1 d fine grinding if large voids exist after surface. Repeat rough grinding, out cast an y� initial fine grinding. Produce surface with a minimum of 70 percent aggregate exposure. 7r'; t •r�y •!r`'JT( 09402 - 6 EPDXY TERRAZZO •' f:?'( RO—3/19/01 .ova.Niiq.rifHnuuux!r��t"s'�T;'^"':•;:S''��`t'k;h i`�'kS:�:Z`u;�. > .� ft a .r mr^rr*--,i--+�`"',1•• Tft. !n.+n�Y�,y'�5N1p44R'A1Y.RSIH� C9k9:31R '^!°"�`.`.±' :, } "f,t. k`(`riiSi°-•,J,`+; 'S�'`'��,`,•r 'S.�` 'fi•rl - a)��y2� "'K t'.a�b�rJS4>?rf;�f re lr ) .r , 7 ilx Tr .` t s'kr :� I ' +.i• h' w7: j � �. t S.rt Sa v o'.2 f v� +,y r {, A i t2 Y.) C1 v; y: r r ' t t ^ [ a{+r ..iaFs tr S.. .r E li S�t,�•3�` ,�y +r YY S � x j ��ts jr et i/t �i}� tf :(� So�! � w t�s t ; . . .. '.t a 7 .13r ii•y4y,1: •i2 rora .,r s � . } t ': .. . l:i 7' t S,jl i}v� �7 d� '��•r r ;,`i t 1't�f'l .IS S';' +;. ''. ..., {i .'1 r ••Ctut u.G lv:•;t>s. b.t 4t'�11'< ,L.,r 1 y{S�)� Ya i<,�, 1 � "�,> � y'} A �/1:✓��"+�}{�rii',Y�YSkP��4"%I �t C 'pt. ! � t f.��: :.t. i + 1..��.} f ( .'.1't 1's '' �,y J•^tt'Pik :li�.}��1+:`t°��Y `�,,5'� °, ,,f/;;,>yk�,yt•i.if a5l`+j,', !(""")r' �'� � t } ;.r :i.' _�', t. r''�y, �••'' 1 '�:i'Iw.:'l ifr X6,xw Ys«,f7i,��" i� , �4:r;y;",F '3tS 1f•!¢ 4� t�rh`��. r>-t.. d t s ` .,.�:} s: z� r ,:� ti ttf hc'.j;4. v;§. •j ,. Ji1 t. 1 �r.r� ,,, ,, .� .. � ...,:..<-•.,•+••:r.:ve,c+}-;nwh,...o-v frs•J..,:.L., ..:': ' � t v_:aw,i.. •..tl " „� r '.'.:z+ rr' t 7 ' i 1 1�y is(�+ r ! }t y.X�i`'�:, fa::4:b,1:..:..`..,+'",wtuef�.�is✓iwMxddwAwaa.«...i'"..,..:...:...,.... ,.i ,..:......,a Jw.._..., ., ._....... .. f �> Y A } = � WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI �rt lr�{rka�drx :i R.r �. G. Remove and replace terrazzo areas that evidence lack of bond with substrate. Cut out ;. °•r:, .,4!, terrazzo areas in panels defined by strips and replace to match adjacent terrazzo, or .fu}4F>y _ repair panels according to NTMA's written recommendations, as approved by J Engineer. r�`},,• . H. Construction Tolerances: Limit variation in terrazzo surface from level to 1/4 inch in s 20 feet . 3.4 CLEANING AND PROTECTING A. Remove grinding dust from installation and adjacent areas. z- Y. } B. Wash surfaces with cleaner according to NTMA's written recommendations and ag�y manufacturer's written instructions; rinse surfaces with water and allow to dry thoroughly. C. Seal surfaces according to NTMA's written recommendations. Apply sealer accordingr,Cr ,3YY{=''.,' ' to sealer manufacturer's written instructions, ,,rte'}�?t�ff';fit• ;+�„ D. Provide final protection and maintain conditions in a manner acceptable to Installer }` ` � '� `! that ensure terrazzo is without damage or deterioration at time of Substantiala � } ' Completion. ok END OF SECTION 09402 J'.'i i�Y�•+.�'y};�kn/('-ltt�tY'�•� Y^. + Y aj4�1'i t+tT,rClt;i, ,•i7ti,.'. }1�v' f�c.,k�, '"jIn};, r„{S�gr'•,F]ti(e'��er;,":rt 7A 1♦r�. �' C54199-00 09402 - 7 EPDXY TERRAZZO RO 3/19/01 t n: , TI .,4: } T:"T anr+"Jww'-;+•r±t „•y,n,,:J, ..r,-...r+rr,•il•fi >rtl, s.r s J'r ,i•f 1. { r i " t o,•+lw a �c 'r rIr t rf# .•rM, e�t;,�� ? > i�;,}; r } °. � '! 1 J �Y,` 1 t. :.7 Wit,:ftt � .tt ors , 14�v, d,`7 ,�.�,:�'�:�:r},'v�er�? Y '� ,51,''.F,r- 'J��r•,'�+L t,i. ,.t.: :•t':.l'` .�t;'n :K.,Y.4n•}t...T) .l'?.,i! Jt:S� 1'c }-j*'f. r �*... tt i } ! '.ri,•} ;, s. .�� .y. f• �•4,.,<, .t,• ., .Jz9. `t ifiC s it•'+w.s.,,.,: r' .,t �: ..rt:...,i'tl.'. „a,i' L',.!i• l ry t4; .}N:i'. 1 vl. 1 .1 5. ,,}: f " ,.t, t �,, �,f !,'a tf ',1,y. s'„• '�t'r1,. 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'1'.0 ri F, , � .e,if•.f.. .7. { y �S•''tv.Y r.J4r�:t� .Jam.{�i � U. ,. ly, `r'e ,J. .".L" ,.i ! -! .S. rf. 7 Y :t/v "r.:�{St, r f ry'.Y:i„i`•.,j N:d�f:K•. 5..K, t R s y ��'`'�Jij•4 V ,:�,. ta:+ `J'r 1'' •.T•4 _ " ,7 t. 2"':' ../..: t'i lr.:.. ..YA L Z. .C,.a+i`.1 i'/:., �i)4'.h�:f .lY L .,I j�, i :f :}'}9 Cj�r`" !i pF .:1.'. ,r,V�SJ1�--�"//s/ �': } .t .i1�3�s it ,• t.. t J,:{,•', ;t*t'� '� 't- ;<.:ar' '<l, ,.:s I F. , ) .r .{t''{1,➢6 P.'.q,-!' :� }t �:(f�,}J�. v3.F;]/�� „J.;� f4 FFttr MitS,., 4'�. .1. .1. ''!J tt ''. ..F' '. {:. t t .'fY tit' '�'t< '�••y^'�„SrS.:.Y�.Y:� >t ,k�l.)x�� g��.14. }�.�+'' .+,Y.�I. �u,�}'1}r 4T.1'' ♦4J.�. ".1'C,'r :'.t 7 ,'1! .!> .i'?rr�:',' {'. ,{':' ,, 't :r. t' r r,. .t "A,s. �!<}:,ditx'•q. .f r Sfi'i}'...�:. '.t 7 t r! .�r. fL t T” j i. `et `.I '��J•'�'1' i'�t' "'.•�.t�`$ri3\� r�`.f :ti .t,x 'Vk i 7# t1 } .,j +. i ,.�. r y .+, , .rt,} t-t� # .fiyt't �' •f�"t bRr'l Y� tlf':: WRIM 1 ..wrtv .... ,...,_.,�,... ..• ......,..... r ..... ...... .:......... ............, .. ........ .. ....*v,„,..v. re.v.rH.•1E+Y'� .i. 's.+aeryr xv....�...r.,. ......... ,..a.«... { .. 1Y 1 � i�. I MY`t WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI ' SECTION 09511 -ACOUSTICAL PANEL CEILINGS ` PART 1 - GENERAL A' j 4 ` 1.1 RELATED DOCUMENTS i A. Drawings and general provisions of the Contract, including General Supplementary ]7: � and Special Conditions, and Division 1 Specification Sections, apply to this Section. 4` 1.2 SUMMARY A. This Section includes acoustical panel ceilings installed with exposed suspension systems. A� jf=`?.zc l;•:a'• L3 �. B. Related Sections: The following sections contain requirements that relate to this section: 1 1. Division 15 Section "Air Outlets and Inlets” for grilles, registers, and diffusers in acoustical ceilings. 2. Division 16 Section "Interior Lighting Fixtures" for lighting fixtures in acoustical ceilings. ; .. r 1.3 SUBMITTALS A. General: Submit in accordance with Contract Documents and Division 1. 1. Product data for each type of product specified. 2. Samples for verification purposes of each type of exposed finish required, prepared on samples of size indicated below and of same thickness and material 1 d texture indicated for final unit of Work. Where finishes involve normal color an variations, include sample sets showing full range of variations expected. ✓.. L1 iti:' .j a. 6-inch-square samples of each acoustical panel type, pattern, and color. b. Set of 12-incli-long samples of exposed suspension system +e� tem members, including moldings, for each color ands stem type required. 1.4 QUALITY ASSURANCE A. Installer Qualifications: Engage an experienced Installer who has successfully �.,�, t•<,.,• �•; completed acoustical ceilings similar in material design, and extent to those indicated for Project. �r B. Single-Source Responsibility for Ceiling Units: Obtain each type of acoustical ceiling ., unit from a single source with resources to provide products of consistent quality in appearance and physical properties without delaying progress of the Work. C5-4199-00 09511 - 1 ACOUSTICAL PANEL CEILINGS RO—3/19/01y ! ' °`i r t awtvnu !. 4`S .7 .� -, i+,.•'i, �k'QACIi i'7(tl,.�iA#}NN9!iiY+Yr11C,YiPr�*''^T""`nr'e°w+rwCawikArak•.,.+•,+°_ v1 ��1`d:.�+i '`�,�.� ,��r• 'i�i{rt+F rt iSt it atti t ,/ ,'y , r I I r 'ji r�>#�}r?4 t T ttY��l!'ri!2' '�94Y��+. t .+', .� ytt�.7��Et •� i j.� , �t ` . try ,',I r +., t tr r, ' t >. ' �.t:{� tS i,ctvi+I r ��t,�? +�s�7-„yam:y 'a '� � .:jYh i j{ t7 r � , l +r '+ r t r. s yl•ix�: y� +tj z � {})tj`:Y t Ytti4Y+ �`S" f F re•• y. tIt t t, t }`i; } , G . 1, � � •t. _ St z'r , ,� fy:� f tE d . t t�4 J F.:..,r«,...w.....w.iw,n...... -�..... .._ ..........»+. ,.", �.,,.. ..,., '.,:.., r f. .., ..�.,. � ..,.a.,....t r,»e.. ,ihh,h ..q)W'..'t•emit ., .,+....... � t Yt .l C ..' d Y WATER POLLUTION CONTROL FACILITY EXPANSION ;:f CITY OF JEFFERSON,MISSOURI r� ' f C. Single-Source Responsibility for Suspension system: Obtain each type of suspension / ! i system from a single source with resources to provide products of consistent quality in { appearance and physical properties without delaying progress of the Work. D. Coordination of Work: Coordinate layout and installation of acoustical ceiling units and suspension system components with other construction that penetrates ceilings or is supported pp by them, including light fixtures, HVAC equipment, fire-suppression system components and Y partition system. y s••t tiid�:' E. Preinstallation Conference: Conduct conference at Project site to comply with t MYt,wi. requirements of Division 1 Section "Project Meetings." + 1.5 DELIVERY, STORAGE, AND HANDLING 4R . ` , A. Deliver acoustical ceiling units to project site in original, unopened packages and store ``r` them in a fully enclosed space where they will be protected against damage from ! moisture, direct sunlight, surface contamination, and other causes. [;, %f' 1 yt .1 t B. Before installing acoustical ceiling units, permit them to reach room temperature and a stabilized moisture content. C. Handle acoustical ceiling units carefully to avoid chipping edges or damaging units in any way. 1.6 PROJECT CONDITIONS lia,tr �',� ,x,.13 r 1� ', F`• A. Space Enclosure: Do not install interior acoustical ceilings until space is enclosed and weatherproof, wet-work in space is completed and nominally dry, work above ceilings is complete, and ambient conditions of temperature and humidity will be continuously , +;; ` maintained at values near those indicated for final occupancy, 1.7 EXTRA MATERIALS Sl( .;i�i(";yi Irk.r:;f:• ry. A. Deliver extra materials to Owner. Furnish extra materials described below that match products installed, are packaged with protective covering for storage, and are identified wi th appropriate labels. 1. Acoustical Ceiling nits: Fur ti of ''sitst'ti;'Si g Wish quantity full-size units equal to 5.0 percent ' of amount installed. �..ti; 2. Exposed Suspension System Components: Furnish quantity of each exposed component equal to 2.0 percent of amount installed. t „;f;;i, C54199-00 09511 -2 ACOUSTICAL PANEL CEILINGS RO —3/19/01 r, ri4+ ��4 �'� I.i yi, t. '�"""4iw�>tiMU�}T,P Wx4WRi0..4tNR'iYA4`I{}RfnYlEW�xss� ',--�•—+...wamwwnK....wvw"a«w.x�v>v r.w• .� 'r�, �{r��'�t)� f ti s. •< , '.::� .:> .�. aw:a+w,. r ;� y .t I(/l,.f�,t (,fir ac. + y t y it,�,. .tFl, rr L •;lG:,;r.?tifj�;C 7jc•1t>r.�t��'s �;, _ ar k'� ,�lal, ' ii��+.� � � 1. �4 v. ti .• t ti .,r .. S .'_ 1., c n L�. x4• r, 'i"'h,'W i}:: as�R '4 f } f.f � ._t4 ' r 2 .. 6 �l.�,}1 ;q7 .r.�r " r.c 1f�•,v�.�I�R};�. l' � -, F a ft s I a•. , .. _. .i. t � t e o-t .� x,.,,�*,(}`*yr. ■.....,�. �� 1i r 1. � 7 - • ... . j a, y t t .�:'''tYfr YS 1~'`�� .� tF ,; tit?t� t t�t,. ' � � .. •,s � { . �a s �Pr,°�Ji�zL�j Fi"t. �� .1:i..jwnti+rekN,wMxa:a'1K.w5w-iv.5..c,..,............,_....:: ............... .�.v:r..t nt r ..:.,.....,..,.... . ..•:.._»,.,,...,�..,... .. ...,............:r,«,,,,,.... .,a..w,,.w:rd nr.,...�.o..,a..,..... _...a ..,f.......,ij.:,,.: .. rt,��r�'{tR,u i�,. ;;� t �•fr 1 rj�`.a .10 r iAl S, ,• r WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI PART 2 -PRODUCTS i b1 2.1 MANUFACTURERS A. Mineral Base Panels - Water Felted, with white Painted Finish; Perforated and Fissured Pattern; square edged; 24 inches x 48 inches and 24 inches x 24 inches in size;Non-Fire-Resistance Rated: :a { l. Basis of Design: Armstrong World Industries,Inc. ' 71 a. Number: 1729-1729M (size: Tx4'x5/8"). u� b. Color: White. 2. Additional Manufacturers: Subject to compliance with requirements, the following manufacturers will be accepted provided their product meets or exceeds ?}' w ;!,z '• quality performance of Basis of Design Manufacturer's specified product. a. USG Interiors, Inc. tr b. Celotex. t << ;��; C. or equal P, cry !•��yt'+tji�{1nJ`iS1i;'s`� { B. Nan-Fire-Resistance-Rated Wide-Face Double-Web Galvanized Metal Suspension f r Systems: ' J 1. Basis of Design Product: Armstrong World Industries, Inc.; Product - Prelude 15/16. 2. Additional Manufacturers: Subject to compliance ance with requirements, the following manufacturers will be accepted provided their product meets or exceedsy,hn}� j quality performance of Basis of Design Manufacturer's specified product. ?r; a. USG Interiors,Inc. ,,:�M= ';{ b. Chicago Metallic CorporationrC'''ft,o; C. or equal 2.2 METAL SUSPENSION SYSTEMS, GENERAL A. Standard for Metal Suspension Systems: Provide manufacturer's standard metal suspension systems of types, structural classifications, and finishes indicated that qg comply with applicable ASTM C635 requirements unless otherwise indicated. �:' i:: 4, B. Finishes and Colors: Provide manufacturer's standard white finish. C. Attachment Devices: Size for 5 times design load indicated in ASTM C635, Table 1 Direct Hung unless otherwise indicated. ?'{' t�; t'�':,`,•'� ,. ,rrI, .; C54199-00 09511 - 3 ACOUSTICAL PANEL CEILINGS „ RO—3/19/01 5 ►`� �``' , � L II lI 111111;. tNzi �"•i!:"t,'t,.F:,{�. s� .t. � � ? r .a. .,ry.1 .t. a! :a ° ..i '1 5�: t,,,:�i t"s�i�r °t'rt..: . sSt.lFe�r 7tii't:• �tl}�,�"•'a�1e�lc'C t�fki.•'y. `�' (05,`t P{ �, 5 .it!t t', t .y.�� J ..( ,. S r' .j k Jr.11 i.} ��? .� {A'l 1�UiliJ -{t'• tit{ R�` ��Sl` t�si..: Y y ,;�t'�, nae { ,:� { t t ? ..( � �. pi. �'n�4 { h,:.bY 1»:�7 .,f�..uj. t ti{,�. ��4j f.f •.J '•r"i`e } :.i�. tk .,,� 'ur ..1.: � :If' ii4tj t y ,��..:n � �+•7., l,'f'd 7 ,S!!i•,�.. i.; 2� t�z, .t � i 1'., t t � ,4. a :-� „•. ,ay.,,J4, ..:t+ t.tt 71''��'+'t t,Sii..r,�'� r �'�tF.,..,;F.F,•. •`�,r'.kr 4'tl,s.,', ti' Va OMNI .!,yr. � (, y t 'oat .< � t 7 � ,•,{r;4jt�,{ti t "f t; '�)k t`t jhal4�1 � ' 1 l l Y' S lost s t j , )tt t `A c if�,'<:••,: w+.wNrH...w,..,....•.....,..,..,..+.,.•......._`. ...........«�.. ..�. .«...,.,...�... .. ..:<r..,.r ..s r F',er,,,,.«....,..,...' ...,...»r.-.w'e..a.yr,�tietraw«Ile...,wx..,.,.o..»._„�...,...�..• .,t}.• ,.�._.,..r.,ii�l.� 1 (rr t J 7i 2 .,l-/ WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI i 1. Powder-Actuated Fasteners in Concrete: Fastener system of type suitable for ` application indicated, fabricated from corrosion- resistant materials, with clips or other accessory devices for attachment of hangers of type indicated, and with :? capability to sustain, without failure, a load equal to 10 times that imposed by ceiling construction as determined by testing per ASTM El 190 conducted by a qualified testing laboratory. `' D. Wire for Hangers and Ties: ASTM A641, Class 1 zinc coating, soft temper. 1. Gage: Provide wire sized so that stress at 3 times hanger design load (ASTMty`y ; } Al C635, Table 1, Direct-Hung), will be less than yield stress of wire,but provide not less than 0.106-inch diameter(12 gage). I E. Hanger Rods: Mild steel, zinc coated, or protected with rust inhibitive paint. 1 F. Sheet-Metal Edge Moldings and Trim: Type and profile indicated or, if not indicated manufacturer's standard moldings for edges and penetrations that fit acoustical panel edge detail and suspension system stern indicated; formed from sheet metal of same ;. material and finish as that used for exposed flanges of suspension system runners. 1. For circular penetrations of ceiling, provide edge moldings fabricated to diameter ` i required to fit penetration exactly. „. 2.3 NON-FIRE-RESISTANCE-RATED DIRECT-HUNG SUSPENSION SYSTEMS • { �{Ka 1�1i. , A. Wide-Face Capped Double-Web Steel Suspension System: Main and cross-runners roll-formed from prepainted or electrolytic zinc-coated cold-rolled steel sheet, with ;. prefinished 15/16-inch-wide metal caps on flanges; other characteristics as follows: lt,i; ltt;4•` 1. Structural Classification: Intermediate-Duty System. 1`d „{,t�;,•,•..tr'u:„'.';; 2. End Condition of Cross-Runners: Butt-edge type. 3. Cap Material and Finish: Steel sheet painted white. 2.4 MISCELLANEOUS MATERIALS `' A. Concealed Acoustical Sealant: �' "= "t„'.rk' '• 1. AC-20 FTR,acoustical and Insulation Sealant, Pecora Corp. 2. Sheetrock Acoustical Sealant, United States Gypsum Co. -��+ '' « ' r 3. or equal. < .1 ek C;5-4199-00 09511 -4 ACOUSTICAL PANEL CEILINGSr'� ' RO—3/19/01 J F L' v'Y.., .•...-...rr.....o..•...wr ,M?.r.«. s. .,...rnw, a uxwuw�f"I` .!( :P. '` 1••.ft .txr1;^ r. �i�Y'�( "F+'S".”r"?'�;t'Y'Z':• of'"'r+.'j,.:u. r{ '!T'*Yli�pritD:w ,t#Lf.YNx.!"}'i4'�W7N.FFNte`NTYr r�•tr'tH AtxV.B7N!hT:W1 iM�ALY+l�G1.'fp5.11h r �''i"t `t ��1.. c`;y y'r..,tt :Fw�!„�'' rl ?S'"�'. l:�t, }i.' • I ✓' .1 e 1 .,.. , �S � y; � '..y;,i�+,rt.•{t't:i;�1 ..t«€"(;":C t.„ ,,r � ,t ';:t.. ( r .(,�" }' .bC �'• {.{. i a k,r �t i r �.fR Sr� S�,+�-�f}#' ��; ;•';., 3q•�it`�, �; "{ .+ t .� �a,, ,ty,?,. , s t !. ;r k.,..rli,;.11Jr�..7Vit y�>4' s`a �1;�' .t��t 'i1 E` ;1•`g:�•' 1'FYt'rr 9 f ,iir iY J't! i.�.. �. ,} �'>> i �r y. r ;`((•5 rEy' .yA�?,di,T.t .v'Y'C+;s4�» k. y r'K•;' � 'i. � .. t F 1•,r (t. .l 1�.l ,y7,dt 1,�ttdlS.,��k��(7t}irjM hr t` ,.. aw..r. .. HN*ar a.ry w-...............I...... .....�... s v 'e .., . -... .... .. ... ...•.. ..... ..._•... .......,r....-..v.l r.0 t...lr.ex Ivn.r w utvwn+al r:w.w.,..S.,.... .... u.i.....,... ..�iX:.,' t 1''.1. I WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI i I PART 3 - EXECUTION 3.1 EXAMINATION F ` A. Examine substrates and structural framing to which ceiling system attaches or abuts, with Installer present, for compliance with requirements specified in this and other , ,}?l sections that affect installation and anchorage of ceiling system. Do not proceed with installation until unsatisfactory conditions have been corrected. � ��; y 3.2 PREPARATION A. Coordination: Furnish layouts for preset inserts, clips, and other ceiling anchors whose ' - installation is specified in other sections. : w'1 n r r+ : • B. Measure each ceiling area and establish layout of acoustical units to balance border widths at opposite edges of each ceiling. Avoid use of less-than-half-width units at borders, and comply with reflected ceiling plans. 3.3 INSTALLATION r ` ' A. General: Install acoustical ceiling systems to comply with installation standard referenced below, per manufacturers instructions and CISCA Ceiling Systems ern: i„I Handbook." 1. Standards for Installation of Ceiling Suspension Systems: Comply with ASTM C636 and ASTM E580. B. Arrange acoustical units and orient directionally patterned units in a manner shown by reflected ceiling plans. C. Suspend ceiling hangers from building structural members and as follows: 1. Install hangers plumb and free from contact with insulation or other objects within `. ceiling plenum that are not part of supporting structural or ceiling suspension (;aEi system. Splay hangers only where required to miss obstructions and offset 's.' . ` resulting horizontal forces by bracing, countersplaying, or other equally effective tk;;�•;E3 ;a: means. h41' 1� �+t i• 2. Where width of ducts and other construction within ceiling plenum produces + t hanger spacings that interfere with the location of hangers at spacings required to support standard suspension system members, install supplemental suspension members and hangers in form of trapezes or equivalent devices. Size ' supplemental suspension members and hangers to support ceiling loads within performance limits established by referenced standards. t1 �j is•r 4r1� F Y t�f C5-4199-00 09511 - 5 ACOUSTICAL PANEL CEILINGS t RO—3/19/01 { "'."'"'n"r+cwRaa?4fak3C XfPF-6YB't!s+xr.We. r.r�iNSUVYeuv+r,e+mSn^•,'^° -.....w.,+•zrleaS+aYN�xt.rtsin}rm.n c s:: r w=777,- +'wwyli+w.^. ill `i;7� J•ry' p 1. I ..} I „ r' t. 1 I � �Jr3 Y�Nk� S1 1 r!ri�ii T .,S.T1?� J{ ,Ij ,fr,.,;' ..:';`, r, i z:{ .i rr. ,ri;: .a:�, tl .t` tY t'}{.r1'lr✓r�} t:,��"%t�!'ft:sv2e:1:� F.t^ > 'r 4; I 1 r' T •1. t r .! 1 If 'y. ,f y f � f3 l '1•IS�J:�t ,k y i i t5 r,r i t r 71, s , t ` , Attt r M � ti ) l ' •f C i � 1V' rAtA 2}+}K��l 'f^1'yY r {.1i.!Yfi'{?64aYU4•,.twY+vetW`afb4�Ar,:r✓..{i.vn»,.....-....,....:. �..'.�:...w:.", ... .:.,.�..,,..,...,..,,..,.._..,..,.,....� r... •r»•.;, r .�... ......s.... .. ' .t....»inJ.+r..!.»•.iera..w....we ..,..6.a ,...,...,.,.. ..,...,.»...,....t�.....:...,wliralt7tb2?'�t`ite .t{r{,'� r, a r r WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI I 7 .i 3. Secure wire hangers by looping and wire-tying, either directly to structures or to t inserts, eyescrews, or other devices that are secure and appropriate for substrate, s t and in a manner that Nvill not cause them to deteriorate or otherwise fail due to age, corrosion, or elevated temperatures. }i 4. Secure flat, angle, channel, and rod hangers to structure, including intermediate framing members, by attaching to inserts, eyescrews, or other devices that are „;y;•'f.5�y.,;,fjr:. secure and appropriate for structure to which hangers are attached as well as for i type of hanger involved, and in a manner that will not cause them to deteriorate or fail due to age, corrosion, or elevated temperatures. t 5. Space hangers not more than 4'-0” o.c. along each member supported directly ' from hangers, unless otherwise shown, and provide hangers not more than 8 inches from ends of each member. 6. Space hangers for aluminum grid not more than T-0" o.c, along each member s:1+'S 'F supported directly from hangers, unless otherwise shown, and provide hangers not more than 8 inches from ends of each member. D. Install edge moldings of type indicated at perimeter of acoustical ceiling area and � where necessary to conceal edges of acoustical units. I 1. Sealant Bed: At sound rated partitions apply continuous ribbon of acoustical � sealant, concealed on back of vertical leg before installing moldings. 2. Screw-attach moldings to substrate at intervals not over 16 inches o.c. and not from ends leveling (,`' w � �„ 1A more than 3 inches with ceiling suspension system to .;.,3S.::t.'';�,; !!e4n,�x�t•-��t��'" tolerance of 1/8 inch in IT-O".. Miter corners accurately and connect securely. Pt'{ata+s;bF ".0=,'rr E. Install acoustical panels in coordination with suspension system, with edges concealed urfl `r��esTyu�,i, 1 i by support of suspension members. Scribe and cut panels to fit accurately at borders .: and at penetrations. `` ' C4"' . 3.4 CLEANING 2= Arl a.W�; i ry�{�1Ar%yt�jy�4.fart rw. A. Clean exposed surfaces of acoustical ceilings, including trim, edge moldings, andllt V.u�•.'i !` t' suspension members. Comply with manufacturers instructions for cleaning and i touch-up of minor finish damage. Remove and replace work that cannot be successfully cleaned and repaired to permanently eliminate evidence of damage. END OF SECTION 09511x C54199-00 09511 -6 ACOUSTICAL PANEL CEILINGS RO—3/19/01 r43�{ Ntt�7'`' S`j'st waMeMmirAra Mkw..r: lit 2A #rS.r.?21wy4F' � tg ` :.�. r+{{�. i i {r.�1:.t� fpk�a?0s � •�{ of ' ' tit d-t I i f i r t / } + Fi+S 51 7 S'A�`x"• ��1i iy,s{� �, i , .t } u e � ' .S f '•tt fi t 1 r t 4 ,f � A� r ,,'�7q �h>er(, .� v r , ro; r e.. q 't F'i itr•, r. �r7 t Y ' t�tF�i�tSr .rA f i 1 ti 't S �( 1 1 •, t � 4 �r .�Z �{ r ..1! /5' f ,1+1�4 rs tfy1��t v,.� I 3 t of ,.1t, j .5 � { 1{ , c r+ ,f , art. •i1,� } k ' 1 i i 1 WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI SECTION 09652- SHEET VINYL FLOOR COVERINGS w . PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General, Supplementary ol and Special Conditions, and Division 1 Specification Sections,apply to this Section. w4�6�u --{ 1.2 SUMMARY ; ` A. This Section includes the following: r, )' fr 1. Sheet vinyl floor coverings with foamed-plastic backing. Nr=;� f�<•��'�'�,� B. Related Sections include the following: 1. Division 9 Section "Resilient Wall Base and Accessories for resilient wall base, reducer strips,and other accessories installed with sheet vinyl floor coverings. jsdz `i 1.3 SUBMITTALS A. Product Data: For each type of product specified. B. es. Indi. .>te location of columns, Shop Drawings: Show location of seams and edges. MN doorways, enclosing partitions, built-in furniture, cabinets, and cutout locations. :.' C. Samples for Verification: In manufacturer's standard size, but not less than 6-by-9- J r}3 EgiiSua .:'. inch (150-by-230-mm) sections of each different color and pattern. of sheet vinyl floor i covering specified, showing the full range of variations expected in these 'yl characteristics. ,�� 1. For welding bead,manufacturer's standard-size samples,but not less than 9 inches (230 mm) g lon , of each color specified. j ' D. Product Certificates: Signed by manufacturers of sheet vinyl floor coverings ' certifying that each product furnished complies with requirement:,. .t •y� � 444 ... .�.. E. Installer Certificates: Signed by manufacturer certifying that in. 311ers comply withf:, ';,', f1Jr 4, specified requirements. F. Maintenance Data: For sheet vinyl floor coverings and urethane sealers to include in the maintenance manuals specified in Division 1. •(1 R.� �" .•3t y �� C54199-00 09652 - 1 SHEET VINYL FLOOR COVERINGS ' i RO—3/19/01 ti i wA1 �yY {yf S' Y A ((L.3}.Q�Ii 'J y :}� , t .� {?,� .:',rI ., ! a ;l.1 .t.•.. j i 1' 4y, 4 ,,,.,Ln�lf,'w.Y�r ZI ,• , ..J. , , .< , { ,," t' 1 :f ti a T t t `,r lr r 5. jt" A� {dU..7t .r`5Yt Tt �J •. , t F , s ' '4` .,,f s FI , .� , f(I N«� 17', �Jii' iJ pf ill at i t I r)-4n }� ' �� Jr.t k � r i. f 'tf r1 E t r i 1:i S � �t ', ! , �i •, 4 L,E, i v f �.t �fE�Y. d S ,j;1� ':'j I 1' .�, 1 t •' f Z i 1 , ,I'J SJ t l .r, .. 4SS 14 4 1 � >. w .w«,.-.,a. ,. ..... .,.-........ .., R7.., ..rv. ...«.e.v..,.. ,r, .v. ,. ,rt rr i ....«,.....,... «_»"....:.... nonw,r raT.,a.+.,hr:..w e«i...............>.... ..,..,...»..,".n,vnW9No«��t1,t .r ,•� }� ! l WATER POLLUTION CONTROL FACILITY EXPANSION ' CITY OF JEFFERSON,MISSOURI 1.4 QUALITY ASSURANCE A. Installer Qualifications: Engage an installer who is competent in the technique required by manufacturer for heat-welding seams. 4� k 1. Engage installers who are certified by floor covering manufacturer for welded seam installation. ;;: ` ' ` B. Source Limitations: Obtain each a colon and pattern of sheet vinyl floor covering type, P Y gipp•.",; specified from one source with resources to provide products of consistent quality in appearance and physical properties without delaying the Work. �y � C. Fire-Test-Response Characteristics: Provide products with the following fire-test- Y .. res onse characteristics as determined by testing identical products per test method indicated below by a testing and inspecting agency acceptable to authorities having IR :.. s ;';•< ' jurisdiction. j 1. Critical Radiant Flux: 0.45 W/sq. cm or greater when tested per ASTM E 648. fit.#:i`„�}• ''•"> l 2. Smoke Density: Maximum specific optical density of 450 or less when tested per ASTM E 662. 't'� � t�ixi !F•i,r.�.J�Y�1`}Jai*r.t-' 1.5 DELIVERY, STORAGE,AND HANDLING A. Deliver sheet vinyl floor coverings and installation accessories to Project site in 11� manufacturer's original, unopened cartons and containers, each bearing names of i product and manufacturer, Project identification, and shipping and handling I instructions. ,, ,'. r y ,: B. Store products in dry spaces protected from the weather, with ambient temperatures `r' rtit,fr� maintained between 50 and 90 deg F (10 and 32 deg C). U1 C. Store rolls upright. jj ' D. Move sheet vinyl floor coverings and installation accessories into spaces where they will be installed at least 48 hours before installation, unless longer conditioning periods are recommended in writing by manufacturer. 1.6 PROJECT CONDITIONS gv A. Maintain a temperature of not less than 70 deg F (21 deg C) or more than 95 deg F (35 ? r,� deg C) in spaces to receive sheet vinyl floor coverings for at least 48 hours before a installation, during installation, and for at least 48 hours after installation, unlessx � f,.. manufacturer's written recommendations specify longer time periods. After zu ostinstallation period, maintain a temperature of not less than 55 deg F 13 de C or more than 95 deg F (35 deg C). C54199-00 09652 - 2 SHEET VINYL FLOOR COVERINGS . RO—3/19/01 't. ��i3 :d"i`(�#1'��,^w'rf: ^'F,T; ",t.w 7�^,^y.a+n�tnrw.w!wruawa+�kwx�8ra.xw,+.,.� - ....«.n+�c��,eurne�ur�uu+rmrcw.+++{xw+�rrme;e�ne�w^��^^ ;'..r""..'. ..5';`"<..r>.,t,."�"'*'...�� n• �,i�#k,. .jA• !�f'�+'�°�}yrY x,y'f,�....ii'(tx' 'i�1l ; ,,. . ;�. - '..�:` ..�', ....,.� ." r• � i f3. , ! i 'S . tt .i;� s .ii' f�:rt#s j.��,��.x.yr;>�r�Q�.�tt,�« r1 ��. s� Vi r, i. 1 f 7 t f \,. f•tl. Tv '#1�Sl.o-T,rio. ! $i. dm-�' }x •S4 s. � 1 n: i .S. 1 ..i �} r li Y 1 �1 y �\, .•.y l� ll .:� �',�o-`k+N:.'l%' 4`',:iU4^:��•�'”' 1 iii I i. �Jl. r�.'.z,'�;5�Sf"rrJ'r 4 tt A� tr,1,E� . Y: 7 ,. t :�c } �,i' F . r } { l�x Fx •1 [3�lk PF f 5 i-� - .. " t' ' c ? 141• J d�',r ',. ,` 'r .,•rnwrJWr`.wMfv . ! '.. r. .•.r':......r., r,r w.. _.. .. r....«.,......«..«..... ._ ,.„....raw ra •w.• xr'rtx w,.s,wrrl» 4w.)....r n. {,....._r..L ..a.r1.:..... 1.vr � t r , 1 WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI B. Do not install sheet vinyl floor coverings until they are at the same temperature as the f space where they are to be installed, C. Close spaces to traffic during sheet vinyl floor covering installation and for time ` period after installation recommended in writing by manufacturer. D. Install sheet vinyl floor coverings and accessories after other finishing operations, G ; , including painting, have been completed. E. Do not install sheet vinyl floor coverings over concrete slabs until slabs have cured and are sufficiently dry to bond with adhesive, as determined by floor covering ' ; n4, manufacturer's recommended bond and moisture test. 1.7 EXTRA MATERIALS � K<;,... tJlj •t'`` . 1 A. Furnish extra materials described below that match products installed, are packaged k� 1 with protective covering for storage, and are identified with labels describing contents. r' ;.• 1. Furnish not less than 10 linear feet in roll form for each 500 linear feet or fraction ! thereof, of each different composition, wearing surface color, and pattern of sheet ;; vinyl floor covering installed. :• ^',^� Deliver extra materials to Owner. {Y' r�:r,; PART 2-PRODUCTS 2.1 MANUFACTURERS A. Products: Subject to compliance with requirements, provide products indicated for 1 each designation in the Sheet Vinyl Floor Covering Schedule at the end of Part 3. i 2.2 SHEET VINYL FLOOR COVERINGS A. Sheet Vinyl Floor Coverings with Backing: Products complying with ASTM F 1303 and with requirements specified in the Sheet Vinyl Floor Covering Schedule. 2.3 INSTALLATION ACCESSORIES ; A. Trowelable Leveling and Patching Compounds: Latex-modified, portland-cement- tiMli > st4,t�i , based formulation provided or approved by floor covering manufacturer for applications indicated, , B. Adhesives: Water-resistant type recommended by manufacturer to suit sheet vinyl floor covering and substrate conditions indicated. r.z'.; �` ��, C. Welding Bead: Solid-strand product of floor covering manufacturer for welding a seams. 1Y• C54199-00 09652 - 3 SHEET VINYL FLOOR COVERINGS c<r RO 3/19/01 T 5. +� :>• t t r r, r' a w { , y '!: ,'r , t t aY .Ytir T ?e,t �'7�r Fes. (,' t 7,�r!�' . r, )'r i T» t z t , ? � j, •tt n f 57 r "V 5rn^.•.rrMrr.e>� 4 .. .. r J WATER POLLUTION CONTROL FACILITY EXPANSION 1 � CITY OF JEFFERSON,MISSOURI is + 1. Color and Pattern: Match color and pattern of sheet vinyl floor covering. D. Solvent-Based Urethane Sealer: Chemical resistant protective sealant by sheet vinyl a floor manufacturer. PART 3 -EXECUTION 3.1 EXAMINATION A. Examine substrates, areas, and conditions where installation of sheet vinyl floor t sr coverings will occur, with Installer present, for compliance with manufacturer's requirements. Verify that substrates and conditions are satisfactory for floor covering ' installation and comply with requirements specified. B. Concrete Subfloors• Verify that concrete slabs comply with ASTM F 710 and the •'..;•;-:°' following: i 1, Slab substrates are dry and free of curing compounds, sealers, hardeners, and other materials that may .interfere with adhesive bond. Determine adhesion and i dryness characteristics by performing bond and moisture tests recommended by ,'J floor covering manufacturer. 2. Subfloor finishes comply with requirements specified in Division 3 Section "Concrete Work"for slabs receiving resilient flooring. 3. Subfloors are free of cracks, ridges,depressions, scale, and foreign deposits. i C. Do not proceed with installation until unsatisfactory conditions have been corrected. �•� ' 3.2 PREPARATION A. General: Comply with i p y th sheet vinyl floor covering manufacturer's written installation instructions for preparing substrates indicated to receive sheet vinyl floor coverings. •i B. Use trowelable leveling and patching compounds, according to manufacturer's written instructions,to fill cracks, holes, and depressions in substrates. C. Remove coatings, including curing compounds, and other substances that are4' :;;Yi;4;z,,vtFY, incompatible with flooring adhesives and that contain soap, wax, oil, or silicone, using mechanical methods recommended by manufacturer. Do not use solvents. D. Broom and vacuum clean substrates to be covered immediately before installing sheet a vinyl floor coverings. After cleaning, examine substrates for moisture alkaline salts carbonation, or dust. Do not proceed with installation until unsatisfactory conditions have been corrected. �{, ' -4199 �'{ CS -00 09652 -4 SHEET VINYL FLOOR COVERINGS ' RO—3/19/01 lldl I tRri4KtT AGA.iMifiW'+M.R'8`RYI 'Af�MMaHS<K.�r ^^`++•r•NMY!ttJrtRiVt;ir[1+rMPlk IM•+' rx 's/, yt� �5, ttrt..t J.:r r }t> Lit{ i �' ' , i, f :..` l Y'v t ,aF a E � G t!�• jr} 1 Y q ?�'• '1}:•�.J. rr .� �:: t 5 k: r 1,' t `•l'1 54�� 1�� J+.{+ �Q1y. ,'s'J4. V i" �.l,ry (�• tJ tl '/art �•'�I ' ( t b �l� f.. t. i i J S(.1 ,YS,,}�L�,rvil��rl'. 1�t�v F.�` +' ,•`':4 t"� .tuft t}.•��F.J;,t rt i .n! v: f r f. ':i- '.1 i r � � 1�� A. i . t(J,.+�T'"yt�C `}'x�pp',A7},f.��r L5i k }w• f .if raJUJ S�f4.�'�. f g j ? WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI 3.3 INSTALLATION A. General: Comply with sheet vinyl floor covering manufacturer's written installation instructions. B. Unroll sheet vinyl floor coverings and allow them to stabilize before cutting and fitting, if re >t,,:^ +,,. •', commended in writing by manufacturer. C. Lay out sheet vinyl floor coverings to comply with the following requirements: 1. Maintain uniformity of sheet vinyl floor covering direction. , " . .:.a 2. Arrange for a minimum number of seams and place them in inconspicuous and i low-traffic areas, and not less than 6 inches away from parallel joints in flooring r-, substrates. 3. Match edges of sheet vinyl floor coverings for color shading and pattern at seams according to manufacturer's written recommendations. 4. Avoid cross seams. D. Scribe, cut, and fit sheet vinyl floor coverings to butt neatly and tightly to vertical surfaces and permanent fixtures, including built-in furniture cabinets pipes outlets edgings, door frames, thresholds, and nosings. E. Extend sheet vinyl floor coverings into toe spaces, door reveals, closets, and similar openings. F. Maintain reference markers, holes, and openings that are in place or marked for fixture r ti;. f,•`,,; cutting by repeating on finish flooring as marked on subfloor. Use chalk or other i•`,`'<F?'$;= :`' nonpermanent, nonstaining marking device. G. Adhere sheet vinyl floor coverings to flooring substrates to comply with floor covering manufacturer's written g n instructions, including those for trowel notching, � {r.;{:;�•;<<i,,jar adhesive mixing, and adhesive open and working times. 1. Produce completed installation without open cracks, voids, raising and puckering at joints, telegraphing of adhesive spreader marks, and other surface imperfections. E,,•}` y H. Welded Seams: Rout joints and weld with welding bead, permanently fusing sections into a seamless floor covering. Prepare, weld, and finish seams according to manufacturer's written instructions to produce surfaces flush with adjoining floor K `; covering surfaces. I. Hand roll sheet vinyl floor coverings in both directions from center out to embed floor NO coverings in adhesive and eliminate trapped air. At walls, door casings, and other t I �= x' locations where access by roller is impractical, press floor coverings firmly in place �;''�' with flat-bladed in � ��;°'�t' "� i stnunent. ''. CS-4199-00 09652 - 5 SHEET VINYL FLOOR COVERINGS RO—3/19/01 �"'�'Y"''d',f'�7�AVRM�6�i4YAdr QeAt?>e�nnw�++..+wmn,aT+a'+4Mrn.c..++,.w•--• - � tt5�r7,,'"ty.:� !� tJ 1:r.r � t! 5 ti J _• ,..4 a .;., i � .. `* � t a �1{?h1 `a i to jl Tt t �}� +� 1 5 in :.,,.,...4...t,,..�,..,....«,..,,..,,«.,..+W._�_,....... ...... .:....... ... «,,.,..,.,.._..,.....t•:, ,.,r x .a rt,.>.,. ..... .. .�.. .,,,�..,. ,.. .nr...,,.......... ,..,_ ., _..,..., ,,...,._..iwtnx'n*t:#1`��il�'r�i `rl j�i; a+f'`�4, �J i WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI �._7 J. Apply solvent based urethane sealer to applicable areas per manufacturer's written instructions. Protect floor during cure period. 3.4 CLEANING AND PROTECTING A. Perform the following operations immediately after installing sheet vinyl floor coverings: 1. Remove adhesive and other surface blemishes using cleaner recommended by �M• ,-r,"; .; '} 1Z" floor covering manufacturer. +wzcy =,. 2. Sweep or vacuum floor thoroughly. 3. Do not wash floor covering until after time period recommended by floor covering manufacturer. 4. Damp-mop floor to remove marks and soil. tt � B. Protect flooring against mars, marks, indentations, and other damage from ��`, construction operations and placement of equipment and fixtures during the remainder of construction period. Use protection methods indicated or recommended in writing by floor covering manufacturer. %r I 1. Apply protective floor polish to sheet vinyl floor covering surfaces that are free from soil, visible adhesive, and surface blemishes, if recommended in writing by ,if by tx� s � Y manufacturer. ` a. Use commercially available product acceptable to fl oor covering manufacturer. 2. Cover sheet vinyl floor coverings with undyed, untreated building paper until inspection for Substantial Completion. 3. Do not move heavy and sharp objects directly over sheet vinyl floor coverings. I , Place plywood or hardboard panels over floor coverings and under objects while they are being moved. Slide or roll ob j ects over panels without moving panels. C. Clean sheet vinyl floor coverings not more than 4 days before dates scheduled for rl 'i t inspections intended to establish date of Substantial Completion in each area of � } P P aifj te�`a��tkr`��r€ . Project. Clean floor coverings according to manufacturer's written recommendations. •��krviE�jL.�.F7�'` �tjr a r ' .{ 1. Before cleaning, strip P rotective floor polish that was applied after completing installation only if required to restore polish finish and if recommended by floor covering manufacturer. 2. After cleaning, reapply olish to floor surfaces to restore protective floor finish {; according to floor covering manufacturers written recommendations. Coordinate 4Y " with Owner's maintenance program. C54199-00 09652 -6 SHEET VINYL FLOOR COVERINGS ' RO—3/19/01 .alL-� yr. .�..� .-'�.....;....,inuwnarnanean.,nw,Cpl!�.owrtwnrn;�fJ+�rceay.«.�,..,....--, -,�,......awn�rana<.aivwaa'w3rrsvnlearl�srw. i..c 4-c'�r E� ..^r^.--»r-•R:i:"��'` Y 41 �L'rj`t'�J t��T{kl {t} {,f� t # ; 4 . y. ' ,� :tY' ' + .t M �tl �rt ;Y a``�j i�?.r�'i�'r44r�xr `V'' t,}•'. ,'t }�� • 3S �}�`d r tt'slf +�� t"" a a7 t r t,, � S; , ;.. ,,Y .i t�tt,(4 .t (� NYt��S4 i• '�' r�J�'t (w r ; Yrf i t" ! r �J.•': r 7�� i �) t r ' i �. �' .: F rr r ;r} 3yt j ,tai i!N.�i Ei.kU#1��i2ryr�R`?�S 1?a3�,� � M ,i { 1 ! ..�..•i i F .r,. r ;.i�. ( .t 4x e ,� ,j.jrl;'k4.� x1;.�.it�v,{�.�ift,(ir4 %�}';^,' �� ( 5 'y ��.. ,.�t�, ;.t :i.t s J r � t .J j r r. � ! ?�r Y t t�'s t.t`e•a,lut,`},h w�..! ttl. },��...;, } , � .1} . r t �t '!F{ i '` �'e�� Yf7Lx��.ttr�' fk•i�' r a t r ,`? ;:`r r' �1 t F .� ��}1 i f�f 4�l z��-Yr�ry�r�i!.1• . .tE r i:' 1,4 at'� �{}i�7 y#�5(s�r�y rtta��; �j,� .� �i;•i�� t& f it •`� � _,�."`?'"l.. tit t 4 W`t�,r,4 4 ${4' tJvr io�ai•fYS � x.: �:, F i , ' i1 i r 1 }, ,,r ¢Pik i,jf 1F H ,.{.; � y { �' �� ,* ' �tY• � s`� }s�,*,tr ��'f ass �!: r rte � t , 1, 4 i n r a .. r I s' t +�,, z +V tf, 3r x Y ; T1'} ,t r?' Vt ,,�!" 1. � :ta•a;t.�r � , r xv .{!�` a•4Y•Y�'2rk . S i S.t4n,rTi tX''."x'ii �Fti +, rrr. ••;4 } n i {,s '�hi.+ �a .'� � ri„lStv„1 yt. lt'�•k {..•tgvr�?� ay .t " `�.;i.�•.�1r ? °.! m •'� �.,;�f k �`. .3w:•.nyi� j >,i1:�'r•,•y.:<,, ,.t y�. 'Ft� t >t `;S'� �F 1' �t t 1' c'.r �, .'� .,{ ,, k,.,) S 5� }'>ftd.tw S.��e,�s.rk>i ;+��tb.t•! , afr,.��.,.r a'�£'. 4y •dX. r :,gyp t.a .. ..�;�. t t�' ,7.r.la•.. ,. „ ..�.. a,{ 't 4 ,,r, 1 i 4 '"rn`P J' kk,t!nf,r t,. 1.. .�.1 1 ` 'a�'/ 1. r� tt jJi�� f.T .;r{,k�of ,.a i��i'��'F#, �'}ie ft w f_;;."t.�) .'�,'+( g [ .%. a ti• ,t a�tS}} .. },Kr�a,'�'�,..it.°i�, ys 4L.Ye{w 7 :.S�;trd�,�:3�f�i�.'�{r�C��}; ,�- .I,. ,{Cs� s: i 3t�,. f�.E�`�`, '' (( Y„ t � a 4� ,f a e ~< .7s i'ar:�)`� ,S��r`',t:�•k��;�iS�'��', .i-IS§ 1,o s d,�.,'b t tt,} mkt is 11 a ry f ,� �' 1 r1.y,�yk,ta'=.�K'.ti! :i:,�5,�•?':4i•�j ''c .,.f;.i,y;<�{ i .,`#�� .; c ';y, .r ',•, r� 'ty'st ,�'i' ."rs�l:� .�E,lq 1 ''�k.� ttV {" ry Y.j�. .��, in, �sV V.i� g• r .t>�� (j){q`•,yyl+Ya r;r, j k;,4 � ,..v;2:. ,r.,� �.1) +.?. k,-,. .,v 7.a {,.� i. . .,tr.,;; , (a Sr..��y�Ft}{.tr,, �;(!�.r ,#` + S j ( 'lv ~i•Y.. { ,•il•f't��l} (�Z 4�J. J ,4 r' �`i {Tl,'d t .. y y\ ) 1 l ".��f t' (, 1 1/ ..Y} d'i..y.�•4... {(ci4{`up(5�..' :,... .t•. sx4 } z r i 1 x ' S ,�.�a� S td.�,k. t91 i ��eJCM! -'�*aM„mx:..,::C.`r ..;�.`,,. rr., ik+v.k'eM.vtt'rtb�•Kr,.we7i,.. _,,.:..s.st'. .�F.... ,�{..5+�..tt'L•�L,as...,.'.zfii`s} il'�;iLSS,Yr`Z�'{'b1.+.a.�:6t4+ti'.,'.,z4�.��Jf,�W'Skygrw «��,��]h, y �. y ' WATER POLLUTION CONTROL FACILITY EXPANSION Y� CITY OF JEFFERSON,MISSOURI ` 3.5 SHEET VINYL FLOOR COVERING SCHEDULE ' A. Vinyl-1: ) ?y tf r.. 1. Manufacturer: LonSeal (or equal) 2. Pattern: LonPearl, r.. 3. Color Number: 715 A, k `' ` 4. Color Name: Abalone Green r ' ON IN , -°' B. Vinyl-2: 1. Manufacturer: Lonseal (or equal) : 2. Pattern: LonPearl. 3. Color Number: 717 '. 4. Color Name: Orca Blue Manufacturer: Lonseal (or equal) 4;' y" 2. Pattern: LonPearl. +; ' 3. Color Number: 715 i'° Fr•,, ='r^,; 4. Color Name: Abalone Green '' c ' y`3��`'" 5. Provide solvent based urethane. .= END OF SECTION 09652 .�t� 1yI �•D .� �r��e�,'� , yy i xs CS-4199-00 09652 - 7 ' SHEET VINYL FLOOR COVERINGS RO—3/19/01 ' e, RIM, ,,,�•rt;ear ,� -e;�f `�..� i: '�yt:.f'„,y}' '';��=y' 'f .•,,,;.1�✓ 1,"+'..tW}7+t st. °. .,f'�t�t`•'`7S,'a1y�a b 7, 33 t t S ,x R '^ li./�' ` S �S�' Y'G d�t •i}� r ii x4`i..k'ir,r e3f{Ep }f .b' �1' p d•” �0 3. y � ? ,�tk''N{c r rv, 34s .yp a } 3'h °y1" %� L� �! vF:�j .S,; � Z;• t�.�� 9 �.t�y` ("Ptt', �.21 F"�}>ti C;:,',*.4<. �,:. '�' ,.�'' '� ��,r',`. �� t� t� ..N'�Tk'�`r'}; �,r,�'�� wr�'�i�'.?,,:� , h, � °`"n Ti•Y7�)?) ;t sl,..uts 7'n r.T�f �w4b5'".''6;`'}��;a:4 t. gat{ �" :�a� ;�. }, ,L4r'.�4• -i' ..d'`rw`.t��'� �,° z rrLr�.a �r a+�`",v, S'��,:,55:,' fc^t�J •6�3•.S �r?�i., t 3 f� r.Ts ..(fc. S. t, :�5y� � t '��,,.�r;t, 7k, f�l�z'j•>'< ,1 a.?� �.ti,.sK.R .�.: �5�'.b'.��ss!^n�`-,4{�.a.>;,-k,.; ,, v�,•,�ti u �t^r,s,{;,K{s�„�,. �'z�,,,:'. �iAC.,.,zy��"tr ��j�v' ••r�,..t, �r ,M. �, 5` .y.u,sr ,g„•r�`.r;�.�i�,F c��:,. .,. :;Y,x j�f�,. �iyu,�,5°,. >.,.tf?r,'•4 trJ'7. ,:t-:�s .d.,}, r,� ,r t r,. ;.,:§ �' :rS: :.s� .��.' �„,i � s.,+ ¢ 4 Y �,.._�.•t�t. 'F, t.;h•• c,-..�. 7 °a �%Yt ::r.. T' �,�'a:.. � S� ,.x. .`1Y,�'. ..f is 2':;r,t,�a .k.�."i s. "} '3,.. .fit. r' ,1..,f.:s)il��!:. �t Iii 'ir` .� rr.�;11°tii. 'fi:� tt �'�" *3'��7� 'i,. ,c"�{ .c. l`` ,�..1,Y 1 ,rr,r.,;:�"+'{k s; fi � �. fr', ;.{:�•,. �::�' .�'.>�,� �ss,., �'.'`4T�.ay '-��F f .,��. �.�,;: y, � :��H.�{��;k✓� .Ft• qTn�'' :i t r, t , TY.' p •,:� (.., t 1; .� c ��rth r�t ,44�; r�9 n. y. s .4 {t(..• .�S ! e t t;t `�L .' E3 in�.'fi/i� t 4 1 •t ;�{ 1 1 ': r 1F ]. , I !T Y 4 2 E.!^ kx � ' '' .,,,• "r. , i. .},,{ t.,l e3 ! Jr wt ,a,f�.f�1.� Id�.�,fti k •1�: :? 4;lt Ai�P'y`f�t.};�rfe Nil 5 � h .. t 4.:' :... I , � .. .. ..!' .. tlr,r> >` st i i•t 't�,,F It J!1 .- �. .. ...... .:.. ..... .......:_.._ k+,�,r:. .,: n .»+�w..l ..a.•„,...,.,«..a av:Siixw a.,ckt ..:�1 �y..t ' 111 S F. itt F t i WATER POLLUTION CONTROL FACILITY EXPAN IO S N , ,... CITY OF JEFFERSON,MISSOURI k• � �3 = ; SECTION 09678 -RESILIENT WALL BASE AND ACCESSORIES r • PART 1 - GENERAL zt RELATED DOCUMENTS t 7 A. Drawings and general provisions of the Contract, including General, Supplementary * T d4 and Special Conditions, and Division 1 Specification Sections, apply to this Section. —+ 1.2 SUMMARY A. This Section includes the following: 1. Resilient wall base. 2. Resilient flooring accessories. ` ' 3. Resilient carpet accessories. ' :..,u.rz 17rrt Pt ' :,•�; B. Related Sections: The following Sections contain requirements that relate to this Section: E 4'itrZ��r t$u, 1. Division 9 Section "Carpet.” 2. Division 9 Section"Sheet Vinyl Floor Covering", ftz` 1 J. 1.3 SUBMITTALS .} A. General: Submit in accordance with Contract Documents and Division 1. �J�J ILl�yf,41 B. Product data for each type of product specified. t�r�• ,:��•�.•"�.,= ry : C. Samples for verification purposes in manufacturer's standard sizes, but not less than 12 inches long, of each different color and pattern of product specified. ti 1.4 QUALITY ASSURANCE A. Single-Source �hr.��';��.;1'•;5�U7.�s,r g urce Responsibility for Products: Obtain each type and color of producta'3! specified from a single source with resources to provide products of consistent quality in appearance and physical properties without delaying progress of the Work. `:rr;'Y"•(•"";"•,1 ' .1 \'�yff.G •it. ' 1.5 DELIVERY, STORAGE,AND DELIV HANDLING A. Deliver products to Project site in original manufacturer's unopened cartons and �f , ��;.'.,. .:� containers each bearing names of product and manufacturer, Project identification, and sh ipping and handling instru ctions. B. Store products in dry spaces protected from the weather with ambient temperatures maintained between 50 deg F (10 deg C) and 90 deg F (32 deg C). C54199-00 09678 - 1 RESILIENT WALL BASE AND Nr, R0,—3/19/01 ACCESSORIES ,aa ' .,.N!_tr"51�,I.— .. ift ;s�, Att.;i? 4 Y T P,!t2 I ,.�.iMY;7 �S •NiGtll YPk�{Mw�Myro�,'1wtR�,�'f++M%�N,".r""'.^,'.' . ^T..txeuwti:+NWMwacsrac♦ -r,^-n 1;. .y. r `` �ytit SAS iP 'I�Y� {�5ti'+,jr � �S: tr .r ."�..i. rr J.r. 15 r s i .,�r :'e" ? .S, .;lt,;,',p.• yF!'tr:r`'�'r.^'f.;XU. 1?'�::x{r> „? 1,+r S;;';Y4 t:'. 1 [ � .t t »f .rlt '} r. i .4{>: rtr�':`�r,i•�.�+t. iil ,r �' �� .�S a,44�:F, !..yti ]t .r7 t .a .11 F.: ��t t .� ,7 t ,yt T ti .i. t,i` .�4�'�'4,!tSktl��`Jl+gi• ir 3�'t, ;r. •''iJ��f �.t `.tr�r � °¢;t. �.� i .1 tr,.. z';:` '� •1• t � .k , rr 1 ` t�� it. .��.i�:I�.'�tk;i`.�".�r9�.:;:'�9'�,�PY ��, `.� S319r; t,::..+ I'r .:t.^{ '1t c•? i i� ;. �,v:. y J ,t Z 44j ,1� f,1, rPf f . � s y ..J3 J 7 c.: c it + ,l -a• +: }y t � } ,, t SS ,A 5. . tr. ..r• +. 1>,t � t. .... t., r . .. .5' � .` tz't J . } r s. +, kr 3+F�?l l,�l h �°i�. {�7 •.`{; s std"4 i�r`�s =!jC..:�.r< '3 .'• { < ,' , t y..ir .�`! , In a�'r% dry r;<"Y ,j4 !f•, i n r fn } r 4 1 a r } f'� :c •, . ,' . ii .�.,..._r,�_w«k+h'�nY'�d'.'•1�ff�"4 t �r f t?, ,"�'` t�r9'A#.M1�xei[fiJYljki .,',rt .; .,...,...+,.:.<r ..rn+•,..,;w ww..,.,., .,�..w.cr.+�:,q�:.x .., ...�...... .. ....�..-r.abs.,..Y.xx't.MirYr'1n.aY.ins+.,wtr.•aiww.,......�...,.n,,..... lvtl�li'S r WATER POLLUTION CONTROL FACILITY EXPANSION 4 ; I CITY OF JEFFERSON,MISSOURI ' Move products into spaces where they will be installed at least 48 hours in advance of C p ` installation. 1.6 PROJECT CONDITIONS a F (21 deg ) A. Maintain a minimum temperature of 70 deg C in spaces to receive products specified in this Section for at least 48 hours prior to installation, during installation, and for not less than 48 hours after installation. After this period, maintain a temperature of not less than 55 deg F (1.3 deg C). �` i� B. Do not install products until they are at the same temperature as that of the space where they are to be installed. . C. Close spaces to traffic during installation of products specified in this Section. 1.7 SEQUENCING AND SCHEDULING A. Sequence installing products specified in this Section with other construction to minimize possibility of damage and soiling during remainder of construction period. 1.8 EXTRA MATERIALS products installed `''' A. Deliver extra materials to Owner. Furnish extra materials matching p `� s,•n Ifax,•.•` as described below, packaged with protective covering for storage, and identified with labels clearly describing contents. 1. Furnish not less than 10 linear feet for each 500 linear feet or fraction thereof of each different type and color of resilient wall base installed. ��ky�Y,�:lnwtgt�r�c,�fJj� ,r PART 2 -PRODUCTS � �` ','.i`,; K 3 2.1 MANUFACTURERS Jo•ta�jt t.:. `;-r.1i• A. Products: Subject to compliance with requirements, provide products specified in Schedule at end of this Section. Z "i 2.2 RESILIENT WALL BASE r r n A.A Resilient Wall Base: Products complying with FS SS-W-40, Type I and with ,J requirements specified in the Vinyl Wall Base Schedule at the end of Part 3. �titx aqlt CS-4199-00 09678 -2 RESILIENT WALL BASE AND xr . ACCESSORIES RO 3/19/01 f j r.�saW�wMNaawaegtlt.4+Mt1.tK4{R. i'n�rti•t*.,.T,.,� .r.i�'�ti t 2y'c.Pi 5r�t,7 1S'S,7 1 -s�y,'Nr�. •cr^^C x .la;';.'r,,:r;-7,""•-..'.Tr s».'^""" -77!7 r"...ryr ,� �� :nip;'r�`t�;•r{�rr}fa K��Jr}��.t'„j Y°e�ik��{"r=��'i +M;'ir •�t; � t� 1 '+ .> < r I .f 1 y z iY S s Q CJ`'. , ��.•4 11 ':�)ri}v %r{%�i r sttt`tC.ri 'ya%it + 't ' e: 1. r 1 r% .s t �'� 1 t? ' ,.f }, f.r its_ !'fie;}S ytr P.)?'�;e' ��ff.:4•�1• '°' E. { '%ry'"t�'?•� {'•t;,r 'tt,'Xl;r: ��'�"':;s;f,�.,t r'f. 't `{rK � ;{ i r .r S ,, i,'' `.7• s;ith�r �'.y1t'1 yss4.d„'.•�.rt;�it%•y�aj$;t �r �'J t.r);�!,+�,rN.t;t��.� �37r�t nth;.+Ir,,..ii.:y\ t4} :tf tits jr %s5.a r r':S � .� ';:tt < r } r y} i ='{ r.t s i f t,�4�..y=K 3',s�i� ya�i,F•• r�'+ 15�.. �r 1 C;"�!•. {�4: 3}iFt t; �;i4.v.,f.+'^}r�• ..7,..s'ilj':�, 'r. A. t } t t 5 il., ,,�'i ^F r; .L >f }� °` .a;,,!Ny4 k,,:r}{ AArl��7 ^?. �:i :'�I.at' ,a.�t`4 }��k;.'{r"7�,n1 .kr�ti.'f, �i• ti)!,� 'i� {5, ! fig' r )tl'' ri t'• '! Y.ky.3• :'�'ryh .1,t,f.!•C }C`ti',r�,,};t(2 .,r�*�[}7f� v IC,�tr°?�%.s?},t �..5 �:�::i.'?.;GSttr tr •tt+r �: c 5 ry t :{9.M.�F�f11,'.<° .0 rdc ,.} 1��•..•SF.iy}'`1�i'.�`� kA.4.ij t:�ylF�tf�, t.';�}rr �;a�`ti'•tt'1`•,<n,,^i." t. 4>. .tr1, ,r.yr x :,; >.}. � ,. .5.:r. ''},+ + r 1.'d' {�tf`ti•u,.hf,t1?�'.�� 4�'`Q, . s}r°C }�;, Pls:^a•.. It. ,,t. .t.s,l + J 1 �rf yr. y i y: s� }rEy a C,I° °F(: 1 �= 1G u.� ..✓�t`t. 4 ,I�„.i '�,,�`I'c�1:��4 ky K,S... .,�Ytr ' ;,.# 4jrf ..P, ,� 'it la.�.r. ..x st., '! ,) , 1 , :♦1 .t .�{}.' = k.• rt'}S r"i d' " r��'�';F'i'f`�a',��} "�5 `I,:t`3�da�$t''st.d., ri==s l '�;'�fi! h� "1 r4.r t� i ._..) �! t.: :.{!, zs y ..{ },•y t '2G{:Vl 3.,{,}E .tl�,:i}��'tA�'•xr:��%yt�`}t R:G{� .+'t} th rY1 y a`��.;,� rrt f hi4.�e, '+ ''t r! t .� 'i ' IE I! 1 _{� f,".; ' ! i f '.(� ' S.d'•.. sl J . t�Ji�s�t r1�th�.� q�4p+rY�7y��.42,.f�i< -e` �.#;y, r y y fx1.'�✓ 1 Err s '% rt'nts 'rt 1 ' j y t f ! fn h ; � i j ,.y '.1 t SAZ. 'Si'Y n{ t =t.' !,} ,•. /'tl`�'F"�y.��q..! f�i�'f. ITr.w,+,.,..•rer nY t rs ) t { t f A, '01 �1 r "..,,.-..._ ,. :......,.r...• . .fltl e.•ta.Ki•rM1:a». ,eiaM'Mnti'+ran«.h.+.....f....«:J...rw....i.n'..t., 7� { ',` WATER POLLUTION CONTROL FACILITY EXPANSION ' CITY OF JEFFERSON,MISSOURI ± f 2.3 RESILIENT ACCESSORIES ., A. Vinyl Accessories: Products complying with requirements specified in Vinyl Accessory Schedule at end of Part 3. 1. •t ' 2.4 INSTALLATION ACCESSORIES A. Adhesives: Water-resistant type recommended by manufacturer to suit resilient -a flooring product and substrate conditions indicated. t {zr:m•.. PART 3 -EXECUTION ��' ••�: 3.1 EXAMINATION : r 1 A. Examine areas where installation of products specified in this Section will occur, with Installer present, to verify that substrates and conditions are satisfactory for installation wj and comply with manufacturer's requirements and those specified in this Section. Y, w 3.2 PREPARATION ' ,;^:Via.';;';;';,::..•,. A. Comply with manufacturers installation specifications for preparing substrates --- ^. indicated to receive products indicated. ';{`"''` ` P 3.3 INSTALLATION �ti• .,.: A. Install products specified in this Section using methods indicated according to manu•acturer s installation directions. 1. Per Johnsonite System (or equal) B. Apply resilient wall base to walls, cohunns, pilasters, and other permanent fixtures in rooms and areas where base is required. Install wall base in lengths as long as practicable. Maintain minimum dimension of 18 inches between joints. Tightly adhere wall base to substrate throughout length of each piece, with base in continuous contact .; ' with horizontal and vertical rtical substrates. '!•' ,ms's C. Place resilient accessories so they are butted to adjacent materials of type indicated r:•., .: ,.,ra"'."' X5,'3 ;,+;,,�,. ,• and bond to substrates with adhesive. sive. Install reducer strips at edges of flooring that otherwise would be exposed. :y 3.4 CLEANING AND PROTECTION f Yy"1 /�Ip t A. Perform the following operations immediate) after completing installation: I it g P Y P g 7 �jli�XP ;;.,.1 C5-4199-00 09678 - 3 RESILIENT WALL BASE AND RO—3/19/01 ACCESSORIES ;t : h 1 l s' r t , v-y,eau„,7t 7HppA+"le2AY�kJ�F"dy�+YW7*arwr�wwwrerctas+w+. - u.rsrw.imcnrrt>k..vwwr+vw,.:«-. �... +-»r•,.:«a rwlvrysuq'}.r.w+x+...w.v.....»,r 't"•!C f 4l x fi.�i pit ,F�• .. Y !,� :c 1 t 5 i i 77777 " � ,s"y.xt+{I,tl t ,ti Itr r.t. J r 7•', },. it, r �•t tj., �ti fYL7!, S?+st r��12{`t r'7i }.L��+1'rt�•' y.1ti .'a+ �,7 't1:s 1';•�;:t''i i;t;" 1,+,�,�t t.:l .t. 7 }; i � }�t i ,t•' i t� Y: 5 'th 7 �t't�tR 7 i t'': itk , 4 1r 4 3{;k.}rt;..'3'a{F ,f3"}•y 7i�7..�t,;�a' if },.'t .4 .1 t�C„ � t ',) '>a t:i.t .�i ;t tic`s 3?t`�v.,r„! Y:'t'�k .•�,v t.34,',.S�lJ,�i,..;�, t�,�is ,,tr .(..p.�d dt'� ,'a.. ! .4: 'i'1 y r t ) :i:. {ia.,�'y�i. t,; t. •.��,, ,}}�� ,,, tr Fi �. �r#,h;iS4 z 7i;, t{ }r:,..' s,P.`•'., � e ,,a _�, '+ !r�'"7�..L�•r ,ye;?X'`b'�'�t' .,rytie.•��', ti�.'��•t•;,;�,. fi' �7;SFk{ c��•r f..f '.P .r' t S , s ._t, ,3s;,r!.,. ..,,«:.rrr .•, i.�'` tr F,t➢'�. ,9. +,,5. 'V •ss j i Y :7 �e7:n.: it 5 :t.,,;t t« f}r'?�° ':t7rf�`?t .3�+', •n:b,ra,s4..,,r.;�': ,« ,S'�t,F 't t t; �' r ? + }.. Ir,� 'C':?..,�';'�t.,s., }r.�,��,. �;. d'.�,�.K`tt' , x,Ylr�f� 3f�r ic..i:.�4. t .5: } 1, f 's. t,�rY 2 t~.FI .;� ft ,} .Su�•}?�Y �i�}t#dx''�t,.•;x,t 74•`: ;. 5,r,.•4,,+fj•;1�,v,b}i,9�j::,ta�,71,:i,''y,';�;;t 4,�'nF4...,"rr%t,�?,5•;.,,.,1.t�i::j Ytl;�s.r�tt�,{,x i: ,.t !h,i ,^ r 't(r + ti 4 t.:,a ,s'. ). x M j tr:�„.,?f;', c tt r t,.:r S...{Y,;t,S,}i...i:;�t Ft�,y.:,.;�s.r,.Y:'j lS+1:rtj��S 3i,„^�r�.i��?:ft'"j i 4?t�t,Z t rw l t,?:^,ci'.=".!•�4.{{4i t'}'�u,};i t 1,i•:..c,•j!s n'S.S t'-y,.}s ai;,��' }r `�'J �t�r` I{a.``< ''C.r i t t;+t ��+ ..;4:• r . ,bo-. .>«F s ?'z .i S�i t�Yr'G4,;p r;}a ��'3r�t�y� ��{Qf:';� {}� Y�� U„}Y j t .s t . $ w r:.t.w.men.�mn+.vx...,«wm,x,At•..4°CH. 'lift! t 5S'[ WATER POLLUTION CONTROL FACILITY EXPANSION .s CITY OF JEFFERSON,MISSOURI 3 1. Remove visible adhesive and other surface blemishes using cleaner recommended b'W 7 tr i}I�r•'Y by manufacturers of resilient product involved. 3.5 VINYL WALL BASE SCHEDULE A. Vinyl Base VB-1: Where vinyl wall base of this designation is indicated, provide the ,are r� R following: .i 1. Manufacturer: Johnsonite Tightlock (or equal) ' 2. Color Name: "Midnight". i 3. Color No.: 83 °ry` r; 4. Height: 4 inches. ' 5. Lengths: Coils in lengths standard with manufacturer but not less than 96 feet. ` 6. Exterior Corners: Pre-formed only. ' fY , 7. Interior Corners: Pre-formed only. 8. Coved base at vinyl floor. 9. Straight base at carpet. "515 :F,:� o'c:3 ,;fir, ',`��,��;;�;.: .�,�sts•{t?�� 3.6 VINYL ACCESSORY SCHEDULEPc� A. Product Description: Carpet edge for glue down applications. 33017 t3 ': B. Product Description: Reducer strip for resilient flooring. - F, -{ p U #� C. Products: Same manufacturer as resilient base. D. Color: Same color name and number as the vinyl wall base scheduled. Coordinate thev` ' ';s'x � : i color of vinyl accessory material with the color of vinyl base scheduled for a specific location. ? � � + ,tiFiA �3�, END OF SECTION 09678 e��!.i � f y •4YigS.'.. t 4 4 t C54199-00 09678 -4 RESILIENT WALL BASE AND RO—3/19/01 ACCE5SORIES ; wo.fi«',,'t,.r t.s ; n.sw.aw, yf {tiwaeTp" ."?^' �� i, •J+aA, t t �jr S •fi t;i'y'<v r t )Z "t y,n F4 t�:• in 2V t' s'^ry'aLip:r,y'.;: .t; _a.n•.si?:�,. ;7�t, r� �h Zf It n r,�'<.5 -k,:1, .„ t ,a, v'.r a p.t. 't :a` t :�., r.t ,'z::i . "?', w ( f�`rs..,, t,-�'�Y t. �. r j• �"�'''' a f ��.r!!••.. ,•}(��,�,}°;�`�'.j,1-��{y. ,;�f6�+,?+l.t;c. 1 3 �l,t ,fa A dri j;,'i:gt: 17q..d. r. v ..l �r i:a .r�r' tl' it;rtL,r�y`' ?�'K'y,}'. �L �� t�, �,fy' J y f, �P' .�. .il fiq .i��':'�,•ftv�,¢F,. a.l1.t},*'., '�.��il.} � .ti�f..tt.''�r Ytd�. s:t^..,.Y+'j h i ,PIES 4 l :'i�rl.Ct 1 i!lf.i ltd-7l t�4 y7..at J}ry�a„�"r�t'4 pA ':�j�, 1' 1.�. .. r r,. ,},C,:.7 ax:a:..:,5J5?'.>•�u1 G..a ,c .aia rz"c 4f,3�., h„t..p;� ,7 'ih„i','•,. :`.Yt�i� 5>�.� t � f y r �•q , i. :�`�':+➢.t ,tv. :'i' .n :c:'sri .+rill .r. .t !.. r. t. .�:r: 'U1 .(J, (} ':Y e/ c..�lr•) it t ��t,.4":ii1y t �' :S5{ t < t� y ip .,� ,+! � ,yC'�', j` , .•I.. t tf,t:/ ,f t{FYI,',.Y'r�'�'t'k'Y";'t��Ft��;7�Jd��i }��i� ,k :i. � \!�r ,Y, ,, {; St �� S S r,� ; 'i y�r.'"�,�.{`y,;.9l, `t��r��•yy'�:f,,,z >y'�}?>1 - � _� x 'st .. .! - ;} .t �.t r tIt i15 ,?�r;.�i '�+•'ep t�5!,"��xV ,ut„�i�,��. t t i ry 4'' •J w y,t:.+ �.......... ......._. .. ...,..... ,.,�....., ..-,..._......v...,............_.. ......',...t.aw�,wi,.',....uil �,'t '{ nra (r5'. WATER POLLUTION CONTROL FACILITY EXPANSION j CITY OF JEFFERSON,MISSOURI 1 , SECTION 09681 -CARPET TILE ' PART 1 - GENERAL J 1.1 RELATED DOCUMENTS `'' A. Drawings and general provisions of the Contract, including General and '`k'�'+r; .y� Supplementary Conditions and Division 1 Specification Sections, apply to this Section. j 1.2 SUMMARY `,s • I�S��i,�i�tk{4M, , �,rr �rJri • A. This Section includes carpet tile and installation. ,A: ...:;,.• B. Related Sections include the following: 1. Division 9 Section "Resilient Wall Base and Accessories" for resilient wall base .�1 and accessories installed with carpet tile. 1.3 SUBMITTALS A. Product Data: For each type of product indicated. Include manufacturer's written data on physical characteristics, durability, and fade resistan ce. Include installation t methods. B. Shop Drawings: Show the following: ':?�'r''t#' 1. Columns, doorways, enclosing walls or partitions, built-in cabinets, and locations _ )I�``•�,.k 1, where cutouts are required in carpet tiles, § ' 2. Carpet tile type,color, and dye lot. 3. Type of subfloor. " 4. Type of installation. .: . 5. Type, color, and location of insets and borders. 6. Type, color, and location of edge, transition, and other accessory strips. ? t 7. Transition details to other flooring materials. t t :"r•> : C. Samples: For each of the following products and for each color and texture required. Label each Sample with manufacturer's name,,material description, color, pattern, and designation indicated on Drawings and in schedules. 1. Carpet Tile: Three full-size samples. :;r �' +` 2. Exposed Edge Stripping and Accessory: 12-inch- (300-mm-) long samples of • .' each type. D. Product Schedule: Use same room and product designations indicated on Drawings " and in schedules. C5-4199-00 09681 - 1 CARPET TILE t. • k RO— 3/19/01 1 Na�31� ,�'�r ^•.+�u•aaavvrw rw:w.++w.r.+ s � S C"^'""-a"`••we�ew.:�tn F r ,,sr r• ,f' t . :i r 4.. F y,. a t �r) ;r.,.'r t{.7 i„J,t ,a:rs..7�� +,iii w'''}j�t`a X''7 T ?l,y,is z4r :ti.f�,t'., :yi.. �E,•:a'�V;'�' 't '.x s. •:t .kryi�: (. ,y :ri:'3:'1•? ,�.7 r. .{,tSt 1 tittr, , ti rs� r,.: }��: ,.1�r..r 1 3,b,,�=.o l° is'" t t[. '� .r`'r• t � �' V t.t rt 1.J'st:t, v�'tV{ 4'C,� .ti t+.hl>..1V ?�.�'�?'�P�..t�: t•1 4j.r `�{ !+- i r + :( tJ Y. M1 ..t t 'i d'^�v{err 7'�.fii'S r�..;. �,�'a.{'trJ'a. l;,,�ft'ali•'.:k rtY Y! r*Y. � r? �{, r t r. z. .t:'a r t :,t titCf`t �ft 'a xin 41�c:{z;.x 1`t�t^;. .^#1 r d ,:r ., 3 r � r t 1 ,1'• t i� �) xt�:rt'!a zt rt:,)h+�' �' � t E fS; ' .�✓l r 1 t. t:•r t. il ^i1feF ty t a1 1111,; C1C1 t t, WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI 7. E. Maintenance Data: For carpet tile to include in maintenance manuals specified in Division 1. Include the following: " 1. Methods for maintaining carpet tile, including cleaning and stain-removal products and procedures and manufacturer's recommended maintenance schedule, ; ` 2. Precautions for cleaning materials and methods that could be detrimental to carpet tile. ,. 1.4 QUALITY ASSURANCE ' �s• +fir,+}.,:.. ;� ` A. Installer Qua lification • An experienced installer who is certified by the Floor Covering Installation Board or who can demonstrate compliance with its certification S' .,. I �1+ M. program requirements. 1.5 DELIVERY, STORAGE, AND HANDLING A. General: Comply with CRI 104, Section 5, "Storage and Handling." ; 1.6 PROJECT CONDITIONS a t r r A. General: Comply with CRI 104, Section 6.1 f "Site Conditions; Temperature and I i5'•;i�`�iti`fir ;'-::r,,l Humidity." B. Environmental Limitations: Do not install carpet tile until wet work in spaces is complete and dry, and ambient temperature and humidity conditions are maintained at 1 the levels indicated for Project when occupied for its intended use. C. Do not install carpet tile over concrete slabs until slabs have cured and are sufficiently = dry to bond with adhesive and concrete slabs have pH range recommended by carpet the manufacturer. D. Where items are indicated for installation on top of carpet the install carpet tile before installing these items. F7 ) 1.7 WARRANTY A. General Warranty: Special warranty specified in this Article shall not deprive Owner w of other rights Owner may have under other provisions of the Contract Documents and shall be in addition to, and run concurrent with, other warranties made by Contractor s under requirements of the Contract Documents. '` 1-1!E•, {; B. Special Carpet Tile Warranty: Written warranty, signed by carpet the manufacturer 3 s ; '`<< agreeing to replace carpet tile that does not comply with requirements or that fails within specified warranty period. Warranty does not include deterioration or failure of � 'sr'., r :,;. f carpet tile due to unusual traffic, failure of substrate, vandalism, or abuse. Failures Y. � 'r%`hfi4.•i':.' ,.r include, but are not limited to, more than 10 percent loss of face fiber, edge raveling, ?;g snags runs and d lami e nation. C54199-00 09681 2 CARPET TILE '� "•-'��_"`"'`` •s RO—3/19/01 '4r„� ,1 S}tr i� c , � i; t� + f.. .�, r rr, �! '}r,. Ys• 'iitt, , tF� •qF k yc rr'jr s to f '' t 1 =1 i t, re .? ..`2Fr�i'r s, Sri°;,3"sj JAI,c �,{,"�i.��'i,•,�,u � .t. '+ri. ! r. t r i I<.t4i ��1,k `' s 1'1�' :a} k� t� ,�• '� r t s �� 1`,�� ` ''s�r'&1!t % r t. rl tt - t �° ..zi iri :. �;�j ^' '.., ;c .,t a y i ;1 ''4{r S{�! 4�E�(�,�}�''.�E✓• iiti�. .4. �:,_� N. i T1 s`�a�rt��'rf ' ..f:-( i 4 .`•� :s } ,] k z.�i�t= 1 Vin, {r�S�.tf��} 4'dA '.'�t�-y.. '1.,t f F 15 .k, rT a t•�" } S: t a f YtS w ;y i ?y l wip f� �� h.rp,'+ 7 L f 7 {( �t ....rrtia..L'.aa'w�A•�hMl!i.Ndrnnbrw..v......w,...r..:.. J ni rt^ e � ,' i i t ()ti;la 1}}}N M1 :Yx �ittf t��t{'rp�r��tl r WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI i, i r I. Warranty Period: 10 years from date of Substantial Completion. 1 � i Y'i r j 1.8 EXTRA MATERIALS A. Furnish extra materials described below, before installation begins, that match ;i products installed and that are packaged with protective covering for storage and '`�tia+''c''" identified with labels describing contents. i ir= a 1 1. Carpet tile: Full-size units equal to 5 percent of amount installed for each types *i ,>..w indicated, but not less than 10 sq. yd. (8.3 sq. m). I PART 2 - PRODUCTS t 2r� 1 CARPET . iyat.. SCHEDULE l A. CPT-1: Walk off mat: 1. Manufacturer: Interface, o pprove q al. 2. Pattern: Super Floor 412 3. 609159 Leviathan V, J B. CPT-2 j j,.�♦xp . f 1. Manufacturer: Interface, or approved equal. 4uy; s; ;. 2. Pattern: TAILIESIN. 3. Color: 3463 BLUE PRINTS. r •t ,. 4. Type: Modular 50 cm x 50 cm GLASBAC RE TILE. aij '. , 5. Yarn System: 100% Recycled Content, Antron Lumena. 6. Color System: 100% Solution Dyed Nylon. 7. Lifetime Antimicrobial Soil Stain Protection: Intersept Protekt DuPont DuraTech. • 8. Pile Height: 175 in 4.4 mm. Tuft Gauge: 1/2. •;,,, 9. Tu g { 4 10. Pile Density: 6.245. -; 11. Weight Density: 106 125. g t Densi � Installation: Tile(1/4 Turn). 12. ..4'r..r r: a�t�,, i1trF�SS 2.2 INSTALLATION ACCESSORIES A. Trowelable Leveling and Patching Compounds: Latex-modified, hydraulic-cement- based formulation provided by or recommended by carpet tile manufacturer. B. Adhesives: Water-resistant, mildew-resistant, nonstaining to suit products andNq � r}• ri g tYP p ��,�,�� ;:; " subfloor conditions indicated, that complies with flammability requirements for `<< installed carpet tile and that is recommended by carpet tile manufacturer. Ell ".� t};t }, t2��t Sri,;,`• fNk•S.. C54199-00 09681 - 3 CARPET TILE RO-3/19/01 y r; ��{` °i;,t ',r�. >izy r ?i':3� I �� 1. 1r�tt i ."�'�r,!w+'t+uawrAgtantrnyuwrM�.,; ^^t i". �r�t ,3,:;;'' ^•Crr«�,rrr J,t�;t`$'�¢i��}: } ` iw,}tJ•..;'R,nr Jn'f t S.E.1 '.4. ,r 1 3 '�7 �i zs .i f r ;f .-t �;kr, .i,;N`..'7 =at St{� t!f .0 ..�'A ,t:Se i�.'{;:: .L{.f,}V .`H j,' t, .Y, to t ,Y.'t.:x I •� r f. 5' t .Y' "{'t. � il.,+(.:.`k. IV. 4.}14i 'h"!'� ni {� `?'.-t� .Itf- `.'.� S1"1}, ,}� t i �f i�. •'.t t t'., t c, '.a.. r'.t: 'f.a :S, ,Y+a,,;,� },,,+ .Ja ,y{:•y. ,.�. .d"i..r, `v' � 'fi.�, -'.4':3i� �} ',f. `]�t :n:. .:[ :ry•o. t .l; t, [[ ti: r/ }:. ,.��:r.+:i'"1. .ti t`'!!. .{ i. .vr.t."•�a ,J:t". sr �. i ,�. +.�i%", ,.,. .:9 r c. s 'i `iF7i'.r k:di:i'.'+ .s �'!#� ,L!. 4 �'"(:.}k..�r .,,.f, .-0 b.�art., x'^ y+':;;� :i!.. ,(.:. :,.1,h'•'S, li 'T' t t{'= �. t A.1....1':.t�'..5 5 ' .t�ti H'ji+.Y1, n•rF J.i:;..#+!' +/i {w.,1 .$lr i .:t' .r { 's✓. .'}•. r.x' s , «, t'.' i :.i r i' 34tj y LS -� ��':Y rr }it ,f c;,{ +1 g, ,.t'v:�+kt,' Y fR� "r .,t +ri.. n}1�3 r tp/•,5,��r:5:.•.�1,=1, .! .!,.a, � .a, '}..t`•.YS', '.a.F.f� � s{'�' =J., ,t ,.j'w.C: �•�,y <r ] y. �' .f �. '3: .':t'' �:. ,1t, f15'.c f a. +i`'..y. r t t t t. 4 WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI PAR1` 3 - EXECUTION �� a 3.1 EXAMINATION A. Examine substrates, areas, and conditions for compliance with requirements for r maximum moisture content, alkalinity range, installation tolerances, and other "`'°"•,;.` ';;; ti conditions affecting carpet the performance. Verify that substrates and conditions are satisfactory for carpet tile installation and comply with requirements specified. rx: . B. Concrete Subfloors: Verify that concrete slabs comply with ASTM F 710 and the following: '' 1. Slab substrates are dry and free of curing compounds, sealers, hardeners, and a f :v; :, ''•> other materials that may interfere with adhesive bond. Determine adhesion and dryness characteristics by performing bond and moisture tests recommended by - carpet the manufacturer. 2. Subfloor finishes comply with requirements specified in Division 3 Section "Cast- in-Place Concrete" for slabs receiving carpet tile. r4 4 + t 3. Subfloors are free of cracks,ridges, depressions, scale, and foreign deposits. °! } i i C. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PREPARATION A. General: Comply with CRI 104, Section 6.2, "Site Conditions; Floor Preparation," and carpet tile manufacturer's written installation instructions for preparing substrates indicated to receive carpet tile installation. B. Use trowelable leveling and patching compounds, according to manufacturer's written ,, instructions to fill cracks holes and depressions in substrates. 'I C. Remove coatings, including curing compounds, and other substances that are incompatible with adhesives and that contain soap, wax, oil, or silicone, without using QS�'ti.5.+s=.=}`'` i solvents. Use mechanical methods recommended in writing by carpet the manufacturer. >? ;;,:•'. D. Broom and vacuwn clean substrates to be covered immediately before installing carpet tile. Auer cleaning, examine substrates for moisture, alkaline salts, carbonation, or dust. Proceed with installation only after unsatisfactory conditions have been jr}krs 0"i" ai'i" ffl o it corrected. 3.3 INSTALLATION iflli�` A. General; Comply with CRI 104, Section 13, "Carpet Modules (Tiles)." k B. Installation Method: As recommended in writing by carpet tile manufacturer, glue- down, install every tile with releasable adhesive. CS-4199-00 09681 -4 CARPET TILE •Y � t4rtt� ,t RO—3/19/01 d i[I't rp A R'• + M"AWUAt pS71M6ai!Y M Y d.14lk y�Fyrn';.. r+«A\w+».Y7'knNUA+S�+1R:lYAM.vI,%A�'1M�'!.4`AS•`+'1.4"!^•' ."t t '^I"JT t.yt F. "C i !FA tk,. I{• j• ^^r"7"Ir* Y fSi�+i.+U:t .;.pi W. �s t �• 4.�. "}.}k# 1i � �; ft � 7 r>y r! S�y�,7)�4riy,'F''t,i.', k•rti.1� 4 ntt� i 7 a ..' t . ! t , a ? � 4�f 1 ,., yE r} r . i. �, i'r r }u�"FR .ir •} r t .t ! 1. ��f V'�t�f.,� s � � r C .r r ' .. z r i ?` �t+ ..t t�i'{+!�' �`3�i':`��tL�� 4;+t��. • i �,i 'J. ��, 'A '{.101i tVf:��. ' k+,t, '' tiiil t x � r, 't• t ;• � •t �. , .: �cxt� 9,r�,a i�l'�r i7�i4"r!.kt�. >s �iF?,,j�;r��f t f l � (., •i t., h r �.. LaSr� h��,4,t1`�elt'4 t .?pi? >Y,{�'L��r'.+ , ! f f{(<..' .t r.' ',�t ... r .. U f..T( ra c v t'L 4.t4 3•l 15f . ci .a + ;',,., t � . .:. _.. .. .. . .� .. Irf '` t V+ : 'l! � �• tlJ�,•�FK r1�z Yr:`:{i ::,P--:.1...,,o:::r.:+wrarwN+.Miuosr...«.....:,.. ....«_.�.,. .. .:.vv...,...:w,wi r-v.r.,rav,..�.o.ra,.,.r..�....,.. .. ,...�.r,.....»-eta,.,t....__...:...........r•.xa.,,,,.rr.m.w.r:«.+-s„�nu4,w�tiwe"4.a1:,riivi.1..wa.w,+n,.....,,",:w., ...�w,ik ia�t�j$;t 4r{r 5� j WATER POLLUTION CONTROL FACILITY EXPANSION f. CITY OF JEFFERSON MISSOURI C. Cut and fit carpet tile to butt tightly to vertical surfaces, permanent fixtures, and built- in furniture including cabinets, pipes, outlets, edgings, thresholds, and nosings. Bind or seal cut edges as recommended by carpet tile manufacturer. -< D. Extend carpet the into toes aces door reveals open-bottomed o en-bottomed obstructions, :i removable flanges, alcoves, and similar openings. �4 _ E. Maintain reference markers, holes, and openings that are in place or marked for future I J cutting by repeating on finish flooring as marked on subfloor. Use nonpermanent, nonstaining marking device. "` F. Install pattern parallel to walls and borders. # 3.4 CLEANING AND PROTECTION `'T' A. Perform the following operations immediately after installing carpet tile: 1. Remove excess adhesive, seam sealer, and other surface blemishes using cleaner recommended by carpe ' fi the manufacturer. 2. Remove yarns that `� ' protrude from carpet the surface. r,•�`j��;��k'<~= { 3. Vacuum carpet tile using commercial machine with face-beater element. n ;.ti° �' FSS1Ca'l+ti�'Y uk. ��.. . B. Protect installed carpet tile to comply with CRT 104, Section 15, "Protection of Indoor f_�rlr Installations." C. Protect carpet tile against damage from construction operations and placement of - ' equipment and fixtures during the remainder of construction period. Use protection methods indicated or recommended in writing by carpetfx` '.. the manufacturer. r .W, END OF SECTION 09681 s it v�1I � t Szll ,r C54199-00 09681 - 5 CARPET TILE f u,:ifi RO—3/19/01 <.I h l.tSt•��',{t' I S� 'fult�AM!weKR'?Mr-'T; .i.# ..a(i r.s i �... .'ar p�7�fli?�ASnF�Y r'+an.ro."S";f'"t,•s..( ;h+',;,,s',,1'��.t !,?i.ti"°sU�izn�ttt e1 i.. ,i�Y. .r � yy x,1'1. r .t4 k. friv'; d?..t., .y •YJ4t { ...,.. .r t `.�: r .1 f. Lr t .,1 t )n {i, +,. ,�,'c5',t,, �'. 'r�.'"'i p 3� ;,"r',"r v ➢.: r5 tt� , ',i...c ` 'r: ..,trC+..t .i �( .i` �'J' � ,S yW.r.;`�, ,.t-' ;p,{ 'i :i`'i .x;� r�: ,I.� .F, ,f`, , .y: Sr. ,t.,.F ..'k 2 ,s��.. .r��.•3 ��',,,+7' # a :�".tr e't:� a:lPr.,s n h:t ..z,`� ,� .',:: +.. x� .� ,✓.�� t�f.'{r 1 .�r,..�M9 �:r.i.,nr".^��:� ,5" �: + 5 t�:,. i ,1.. /w�„!..,.,F '�.'' r� -t,.C,ps'r� „>r . ,. i, t•. ,,. t ^t,'�Y:rf .., !� tc,'�,,� <,.^�, +.a�.�J , w ? ,�{ x,5,1 ? tat .i.s,Y, :.},5. +}I +: .•' { tt +r L r t 'i. c t7f yr. r^ '.t. .l t. r P t `f ;r; r�' {3!>z�f:t�.t.[".YGS . .,n 6,a fif,� y¢`t X "c`''p t S.r� ' �',� ' .r l: a `t, ,t: ' , �,t` 'r �"i.i S ..v,:�.�j €x ''�1` fl°S. rryy","..s'•q'.'a'��.. ^stir:, ,,` ..lt r t,�}r,� •! s�`I �'q 1' 'S y 5 j'.�r { `' .t:"I ti 3, ,'c<,+ +. t ' �t � jcr-.(,. + ,r;,r3fs r, I.E".+ yt;r{iifz.t'�j`i,�,u�•,�'f�t' tJ ,y. .. it +•{;T, t .z { tr tr. fie+' I �t Si}.t �fr�< ,in..2"•�t}r � .I'� t f' .. .: 1 �F:S,� � }rl: s. yet �ta�n$.a i�''Y��!�'y�t��°.�t �,; t .},it,b ! .f( 1 i j �r". :}t. v t .'t j i •><.'r P t kie,'+ft!j!'' ' i t gri .'FV Rl <•.h A.1 �'.�: F 1`i �. 1 `2 } 1 t.t t.l 3 S 1! ,y§nl Ki`f{�'!-It �r• Yy;7 �'j-.• t 4i �;t?<i; s t j It:, i ', 1 t'. t} ,yr y.,. e } it d�'Y�,•yC4}j7"ja`�*'�(j.'�Yi +q;:yrd xy�j(k1F M u , , F! 'F. i:.�i 4w✓s.:w41tKWGtM1�/tkbd'1{M,Wr�A2w;:....ar..,e.a., ', ! � ., ......:.'...«+.,. :u...A+ ..rv.Mrv` .,..,.:,... ,.., .......... �. ..,..0 ..._...,. .,.:.....a, .w,.mwtW1i+.+„i,.{�n.i.,wnr r..«.n.wn�ri,u.:..r..a..,...<r,W.aii«Mv1' �b.v ��i �'' 1 4 �u WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON MISSOURI ' ` " SECTION 09900 - PAINTING .. " PART i :!,}j;'A ''•:. I GENERAL � 1.1 RELATED DOCUMENTS •-� � A. Drawings and general provisions of the Contract, including General, Supplementary '�• •�M1, ;: and Special Conditions, and Division 1 Specification Sections, apply to this Section. 7 B. Divisions 15 and 16 additional requirements related to painting apply to this Section. 1.2 SUMMARY A. This Section includes surface preparation and field painting of the following: 1. Surface preparation, p p , priming, and finish coats specified in this Section are in ,:�;r,Y,�t.{F��•�,;,�_�l addition to shop priming and surface treatment specified in other Sections. x B. Paint exposed surfaces, except where the paint schedules indicate that a surface or '4 ' material natural. I is not to be painted or is to remain na f the paint schedules do not specifically mention an item or a surface' paint the item or surface the same as similar dY t �trti'� S ' �:�:•�'.,>:,.: adjacent materials or surfaces whether or not schedules indicate colors. If the schedules do not indicate color or finish, the Engineer will select from standard colors and finishes available. � a,�� }•�;-`_�. 1. Coordinate paint requirements for electrical, I-IVAC and Plumbing items, indicated to receive paint,with Divisions 15 and 16. '4tfa`F,43r, !`rEi2`jlil�' t� z;, C. Do not paint prefinished items, concealed surfaces, finished metal surfaces, operating w parts, and labels. ...} t�4 fit,• �` 1. Pref finished items include the following factory-finished components: t. =la;.igt�;l'E•. a. Architectural casework. equipment. '. b. Finished mechanical and electrical e •j! ,. c. Light fixtures. "' J i d. Distribution cabinets. e. Switchgear. 2. Concealed surfaces include walls or ceilings in the following generally inaccessible r s ble spaces: •'� wiry �Y,�§,S,Y�i'S}ji:: +; C54199-00 09900- 1 PAIN'T'ING RO—3/19/01 tk i 1.,s�1�1{d zii{lf K rt�. .Sf _r if7!rerori q`'�'?'M'' i'G"f;2 (,'�'.,"+:r i. t*K a t i. r. ;} ., .�..I n ,:i, h t5E •,by ")7 gf <...0 ,..t. ^i ,,w rrr.,7r• +1 r � r .r t i I c. ..r .Y, �,�:. ;1= l•i' .,; i';i ,'{Yti:,` •.r! �,}.�, �� ', (�,+''�!'�r`±,�..",9y,s'},r•' :`/'c r. ) ,! 'f t �ys,�. t ,s, �t t .t r, ,r .rfl a is � t 't.;•;.%'i,s! ,chi, `�{..•->k:, ;f ,.�.�'+ ) y, 3cr: `;i ••,Yle .4. t;(y '��'S A., is 1'e {;'� a Si ,a. ti,5,.; , .(y 7 t gg i 1 t „+ vy' .� r,n" ,frr.f ,IX.3;u":4 `,,.,51y4�. 6n. ..j. ,'F. it.) 4�, }:ltt..�S,i .,r r ,,l.> i r tl Y,!#,! }, �> 'L"ra r.'r"'. i.r. ,;? SX S.- f,�i,r�,, •! <yF.J: '':h' ^h ti='r but ii,. ,ti.h,-,t.} ..y 5 (fi: •t Yr. :'S i ;�t .r i,E f" � i1. tI.F t `)f 'r'"i;, 't Y?i .,.r: t.;.,rt.i:st .t r}.}{t tr.�l..,4• u;s.. '''„(A � r:Fff,' . ,.,t .t(,K..�.C,s S:,Jh a., .}, 'l '1 ('. -,�,'• ..Y,...}. .r ,I t- t 1 c .7 t. n :-j,n....„,,,.�,,, :iu.;;,t!',r.._, tits, g,i?`•.� h. `� } 1�•t.f': I t,�, ' �g,rt. , +.rktia•c,.C.=; .1 E. t r ykr t .i.,'.t Ir'•� 3': ';r; '§•'! 7 t 5'. t, r,l.tE•t rr� >I�F.t?^nr+': LS f, tr '"�. •"�3 W2, �.F^.,�e.yt,. ,,ly r� .�, d-`,7^ st /' •r, ;f. '.I •..5 .4 ! ,-,.l,;,,1,•,, �,;d�,kt`'k.`7. i'.d ..'i�Ak' .j!, f. „t, 4 rs, '.,r.Lt... ;�r',. t n., fi S' �ICt. �: .S, i t t 3 t f`�. ! t: :,r,c•,5.`J: .r,;...i.. 'y�s';.&df,+�':F.,r,,x:..?�?�'ti, erg�+tr, �rur �A ,FX tt tr V,AF,f '".� fit iY•'.`r 2 i s rS ,r i i,: f i.. j 1 ,,,1)+S +�ijf`'4 {. 3 r^", -gym '�, '�='��•.a+t •nfXk+., �, .y. 'x. f �. r.. � k � ft,t� " :s�s�; j,i 7x`s�`{k�y}� !; rp'�� ¢��?�, tJ 'ia° 'i.� t'f., b•.nk. }7.,.*{ :�.i:. r't.' „l.. T ! .•!' r ,r 11,i. >,. tS, iir"� 'y..�,'n r,d '� .'� � .l.,.i .r^,7., ;,'{t. r�itst Z,�` k;';'+. ;A r 4ie ! .! fY ;,•P� {"`!15,.., �ix ti .+�'..•;•y,'.' 1 rx?< a7 fij�j.,;,"'Fr jf7�..�yY a.. ,f'� ra;y r r r i C'r ✓ Jt Y:,� lire;,y. ,,r�rr`' t�.:, h'ei .tS.�4t 7q5}�, a;,,6r tyl.r,t r i ary�i t �. ? '�t A �, 1' ,7 , 3 't �,-�,1`t n `�>�}, 's:',7;• ', r .,d. ,4.!„s,. .}Girl�,z >.t At.1• tr : :j , i 't/,F I�.• Lei '`4`A"•yi� fk �i �y- t.-74:a:,.:�.,,.s��t`'y,.S i ,.` t,. t; r „: i j) st„1��{�;�a.tr'�d;-rxf�;r�°• �b t4� ,f "al�.t r•r �';i.k„y ,! a i! 3, s z t P 'il ) '?rS ur n:`4:r ! rt > .Dj ' jg' .i��+,ite{. ti4.,rA �t j rY i ..: ,� � er'�{Y r r :44 {u t'.',k t 4 �''� ' ,➢ � {'iyt+- r -'jT{{,J � ;+. f Y, ( .�,. ,,.,',�, { ,i .., t.�;"'” ..t ;�t t F.i�'t t” {t,..Y,t 3,s•.1,. ,',,y �CC,s}x�+ ��,�`. }AMU. ,}.+v f-:., .''•!'tt Ski i `..4MV,t•HS,ar.tr...✓r,.•�w�x.,:.!W�t.t.1'i4 tiMb}=.SW�tlHYttM'ila. +,".;. ._...,....w.wwi n.rx4Nk3f�ljfQ!.n1ht4 ia'nMilrsta:eJr<:.:;..c-..........u..?_+:er,•.i_<,C::»w,rMi Ti Al t+Y WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI ;`t N aK r 4�sreF SrF`:�� ! .;{ a. Foundation spaces. ;,:j �ty7ti zA sr6 t . b. Furred areas. C. Ceiling plenums. .; gP �k d. Utility tunnels. '-j e. Pipe spaces. f. Duct shafts. 3. Finished metal surfaces include the following: { a. Anodized aluminum. b. Stainless steel. C. Chromium plate. °! d. Copper. e. Bronze and brass. �Y } 4. Operating parts include moving parts of operating equipment and the following: IM a. Valve and damper operators. rt. b. Linkages. C. Sensing devices. iViz'; ' {(` � an d. Motor d fan shafts. � r;'�'�{fit�,��'y�•::i', ki 5. Labels: Do not paint over Underwriters Laboratories (UL),Factory Mutual (FM), or other code-required labels or equipment name identification, P erformance �! 6;;,r r, rating, or nomenclature plates. �s D. Related Sections include the following: . {tjbnrt''% : 1. Division 5 Section "Structural Steel" for shop priming structural steel. 2. Division 5 Section "Metal Fabrication" for shop priming ferrous metal. `r �f=, f 3. Division 8 Section Standard Steel Doors and frames for shop priming steel r ,. : • + doors and frames. ' s 4. Division 9 Section "Gypsum Board Assemblies" for surface preparation for K �r gypsum board. 1.3 DEFINITIONS =i A. General: Standard coating erms defined in ASTM D 16 apply to this Section. g PP Y Y, r• 1. Flat refers to a lusterless or matte finish with a gloss range below 15 when measured at an 85-degree meter. �•',,��r w; s r n C5-4199-00 09900 - 2 PAINTING T' "a RO—3/19/01 t,• j• '}. •}`.•`f.`7a1 k;"yS-" i.,i! ., ris.wc :q :..ri•+••r^;'."'itr s •„'n',.'^,'!mn.w!M"!'"n}!n:..,.,.,,.•„ri{`..r..-N.t'te.,r.,r,. °Mn,9,F,-.,.'',f,; 2}r.,;{r-�i w t,�e,��2,K�.i:•.fi;,F);,,'11U.7 t-,!itr�Rk ri t�sc'rii'y"s"Tr�'$rG''Nf' 17.r ,. 'S{ tt••' f '' ��jj}�� s{r ••'�� ,;J {,�ttrit'; ay ti { � ��+ ,+'+ �. rte � ,'yy,, a'. o�. f.fI.i5 � ht. �..:o..1c,.n:,µy'�•;;,„ �,+:at�'�t�.lrri .�; ti"rt� ,� � � i � Y�l tS�`,Etf�,. �'if v' '�r' :r:l, .rtYi Y .S. 1' 1,. le. 1 l k. n,f V,'•' � 1 r.+j,t « 'YYs'.J.,I�;J u�fc y{^,1Crrr.t�,,f c§.{f t t.,i.,...k.-.f i`7 x,,.'G.rY,i.f,;s�RS r;.?i,.;..4 si,'...A.°.,t t.+;i�., -,f:(rr.t.-,4'.;7,;.f.r+,+.r4�'q,�,.5 c�r1 t i:k;!"{:+�,a1,!G f' t..,:Y,a r�t 1,;t4 :,# i7 i',r 1?�',}v t'a+k't�t a„y�;.:t�r v.c...c'�r.r�I:”:C1'•:F..',�,A�r a.7vir a1.,'.•�q,/�5 t'•f!f�*...j,i.,i 1 4�'-.Y i"t n.i e„H�;:i,!',�}r�i'�S?d t:'M„#:p�4 9f,�{t.�i.�{,q'x�i•+t:'tt' .,�l,> , i .Y (' r 1;^;rd,: .:i±;'. t M 1 �. �.:� ,,:rr j...j 'S Y §7,,.t }' y p`Yr x..) fJX�t-'�74t >• r Gam' ry-�1� A” ,j :,{{��r ��,'�i$F;�.`°,,.,, a,�r.�r ��:,7 .t 4lrt( ti ;F 's:.;` { iti: fi+�:ir',`a'h:' .f't.�`,. �t l ;. .a},. �F. z<<s,.11,.t��';.ttgrx�f�f t��•�tc ,,j,N, ,•. ni4 'Lif..r4 ;.'},r...rlrAxr',n...L...3'{.��':�r, ..s.�.i4tr ,.,4�;..}, r`nl:+.,r:1,_:ii:s'G°r:,` .r .t. :h f.+.St.. � .i. .4r' (c ..0 '.a.C�r Y� rotr,.,.yi•�f{1u,Y, �[>J`�GM,�d��. �("yF V. :.{ tg,�z;.°,<:,,•, ,r{!r^...'.�f a JeiS,,..e};s..tr:.)t,,.,.5 t r nitry 11 e'� .t. rt '1 r' { sr1 ! .(f r .,'.ifr "t, �. 1 ri'`h ,yt�ir?�:i$�t�E3i:3 u..F..Pt'h.':'.:�ef�..'?�' '+• :y f?��:7,,..ej�k rnh"e :Ui!;'�tY'' x :P)k.t;t. t.4 ril:ia:4iKu: �S�'' + 't )l +.� �r;.1s. .{:i Ct";4`F•::•s.^r.y�'.�;it%7v"r`,i,..,v,r,,i .iri �' 'i ,y� �,.};).,.,a'R N;.<.r.�t',��r`=;S,y+,k,..�,,.'�y,:�t rr.�r. { t..i� y t`,i+ s ' ..s.',..-v s i ;Y ,t. ;i. i ) 3 x, >t��et•:4.t,,�sr � 7 CY'. 4''W4a. ky7 be er V ji. .'.i ., .Ay •:.i .1 G ti ,,, t .. +r e.i, t,u� t r )t i f ;l.. .'�i ' 1+ ,tt r i, g , it ' +',:.........,nw.wnr:>,iti.a Arv- x�a,',w„u.wti .,.. ..,r .... . >,,,,.»:.,,,.....,,.,."._.. .. .. ..................... ......_,,.,.,.,..,.,.,.._....... .W..e.»..« .,......... .".._�.......,.,wZ4++. WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI 2. Eggshell refers to low-sheen finish with a gloss range between 5 and 20 when measured at a 60-degree meter. ' 3. Satin refers to low-sheen finish with a gloss range between 15 and 35 when measured at a 60-degree meter. s , 1,4 SUBMITTALS 7 A. Product Data: For each paint system s ecified. Include block fillers and primers. 1. Material List: Provide an inclusive list of required coating materials. Indicate 1 each material and cross-reference specific coating, finish system, and application. Identify each material by manufacturer's catalog number and general classification. ;......vim 2. Manufacturer's Information: Provide manufacturer's technical information including label analysis and instructions for handling, storing, and applying each ,'':_-<- coating material proposed for use. 3. Certification by the manufacturer that products supplied B. Samples for Initial Selection: Manufacturer's color charts showing the full range of '! colors available for each type of finish-coat material indicated. C. Samples for Verification: Of each color and material to be applied, with texture to f simulate actual conditions, on representative Samples of the actual substrate. 1. Provide stepped Samples, defining each separate coat, including block fillers and primers. Use representative colors when preparing Samples for review. Resubmit until required sheen color, and texture are achieved, f'•t`tf-{Ej^" s" 2. Provide a list of materials and applications for each coat of each sample. Label each sample for location and application. 1.5 QIJALITY ASSURANCE A. Applicator Qualifications: Engage an experienced applicator who has completed ''` ';i • +':`, Orr„ ::,,•,k•J, `+ painting system applications similar in material and extent to that indicated for this Project with a record of successful in-service performance. B. Source Limitations: Obtain block fillers rimers and undercoat materials for eachs; ' "'�{ ' i. coating system from the same manufacturer as the finish coats. ,i`.. 1.6 DELIVERY STORAGE AND HANDLING A. Deliver materials to the Project Site in manufacturer's original, unopened packages and containers bearing manufacturer's name and label, and the following information: ' - rr {ti. (ry'alrar �T}l.t.1'ro 1 f ' C54199-00 09900 - 3 PAINTING RO—3/19/01 's ,+ (AIiF 'K�!4fd1,) isr�`r'w.!? nwtw,4AMllvnrw'^t,^^ .,s. `� -.•• +�•�w'Si.•MpDa,tnea+T+.^"".K"'� s es t a �^t., ,.xs't.k.: ''g 1 , - f}t ' a..�•' � s �*-tt�'' �t�.� t�:,�h�rl��`i'T}.�.tt�.+'>2>�i4 �! yr,h ,11 i� :}s": t� ':! Ki i` .t r , r� `r,rr„ .4 rSi�i •.'rt'1�!Y. 4i;ga tt, :� `i�': �i�•i:+,u i�2�z .Y iS t r:.t, i :lt� o..v an g r t r �h „`c 4,�}.4�.4 J t ,� L #, ytr •,} , 1 � }. }' , } � t.k 2 tr�f i'.'t 'k{',. 6 �',fy Ir t�,`� r`f :•� y r� i 1r e l .r :j, t,' ! artt � .. r b1S w t h , } y �): ise!+r r iX.i�eFtl rxFf}t� 5S rr. .l Y.r.nF�.e,..t..[.,.....:...:.,i3,y,',w.k..:...... ,..... w , .y..,.� ,.,. ., •, rw.,,n+. r � .'. '. .i .. r[,t .y,>�, f �. 'e J WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI 1. Product name or title of material. 2. Product description(generic classification or binder type), 3. Manufacturer's stock number and date of manufacture. 4. Contents by volume, for pigment and vehicle constituents. 5. Thinning instructions. 6. Application instructions. !J 7. Color name and number, B. Store materials not in use in tightly covered containers in a well-ventilated fe',��'•t g Y area at a minimum ambient temperature of 45 deg F (7 deg C). Maintain containers used in ' storage in a clean condition, free of foreign materials and residue. 1. Protect from freezing. Keep storage area neat and orderly. Remove oily rags andsr�r° ' I waste daily. Take necessary measures to ensure that workers and work areas area protected from fire and health hazards resulting from handling, mixing, and3'''r`s4t+`-` application. 'r{ f�yt %:i'jt1��'�y'�' ;'•�};!.'is 4 " 1.7 PROJECT CONDITIONS A. Apply water-based paints only when the tempo surfaces to be painted and temperature of s surrounding air temperatures are between 50 and 90 deg F (lO and 32 deg C). B. Apply solvent-thinned pain y the temperature of surfaces to be painted and is only when surrounding air temperatures are between 45 and 95 deg F (7.2 and 35 deg C). C. Do not apply paint in snow, rain fog, or mist; or when the relative humidity exceeds 75f 85 percent; or at temperatures less than 5 deg F (3 deg C) above the dew point; or to t; damp or wet surfaces. 1. Painting may continue during inclement weather if surfaces and areas to be Itii 11f7,i;MS� tiq.�i�'k painted are enclosed and heated within temperature limits specified by manufacturer during application and drying periods. ''`` r f 2t�j rr�j f+r�tJrc ' 1.8 EXTRA MATERIALS 1 A. Furnish extra paint materials from the same production run as the materials applied ,;#t;,� and in the quantities described below. Package with protective covering for storage and identify with labels describing contents. Deliver extra materials to Owner. B. Quantity: Furnish Owner with an additional 3 percent, but not less than 1 gallon .# (3.8 liters) or 1 case, as appropriate, of each materi al d color applied. ti t�:/k`et}'J�r'�{',4f�•1 J�t,'.+.�+,'" e��:,��";'��,1;'rr C54199-00 09900 -4 PAINTING RO—3/19/01 . i4'^{1"'.^'"777"!+AMYFINl Kq±{AeY+?�TrVkIN3KMPC+v?YAvtwv;r» ..,wxr4+wwtegtllttP} kHatIA4Tx�,sr�r�tt��rr cawaw w .^r _ -r..ks{t i."y.,^,C;;.r.: r t��f, �saf` r� �y t;St tJ l'r^ ;�,�..� 4.,.� .r l.t. r ,+ `.r•' � ,e'""'_'.'C,� ? � ?ir 3 i ?} 5,��. v�'v,S r:'4\. 'fir...,. t, tb+�,.,•.� .rf � ;�1i 1,'. _ { .�,�: '•fit ;,. :: .t r: ;•, + r r:� r 1. ;.s':1'' 1' r:, ?:>.,,•� ?4+nf..:�'a':,jt,,y•,r j ,t• �. �,� 1. ,KJ 'i� tr f3.{ 'f�;,'j:. t ?( '.S.Y p 1 r P' :i xY. ed �f•.3.,Y.. .,�.,, },..�rt'sf "J r t 'i: •t.',-. �,�'^`;"Y,j ��. <Y�` ;7 } A} .'�}„+, t :'r i. ,sr � -;� J .f f};u s`i,.,5t. r,Y'.:1 �,., :r• �`” .1,.dr..tr„ C y ,,, i �.. 1 i t .xl f^,ir, ',f t: :ir..,,t t ,,, xk,rtr•�.• ,Y,;', w . s S ,{� •j:t;`. a: <EY ,r. :t :r y'p ;t Jj;,.,q• h ':.2„ i 'oQ'`li'' hh,''t7 ��'n Jf., .,�wr {t. ;?z., t k , .i 1.,r,f.': ..1' i, a, t�, r '��,r,y' n t �. ti;",k"^T.,,�•.. L.. k, }. J„ ,�, rr �, ,. ,; ."1 ',� , + 4.. } f 1 �y'tt'rf. y z � � .lJr,ti,�� tr` a`r•.5 ,,.r''{�t�i „a�. +n.yF .��j 'I'(sVI �'x'• T 11'^ t71 !' �� s 7,1 ii �..�� a:i� .L,,rr• ,k;uyt,,t,r.,; t:�, rY,. •', f' 1 2 .. .t. i:1 i;kt:+ ^' �t.{z f�',^,.4i'�{,�.1r f�,( �rpJ�l, ��AS 7r i� �1( # a5 t� +• ,r i .. y� , ,F r i f pi,.t ,�,�r qtl.,�<i�>�j �� tt'�ttt`d '��y�, .}.4.i•;_.1.:.�:w,iu,'trrilinkvru+w:..r«J...., , r.5.. ,71n.-r «ru,.-,...n, ,..... ..,n< r� �^'k z •j� ?r�t; 1 q�.t(y F' t ......,, _ _..:.. ... .....,..> wr warn. ........ . .. .. .....- . ...........,...,...«,. <.r.rn i.s n+tx-s rme,a�.�s.nr7rr+e..+.:wc...4.rG..>.........u.az.5:.1ut.r e�rt8{bsir,'`�`�y„`riF�S�'��r��.•��• yt,,�'�•set;"• :•,�. krrv. WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI PART 2 -PRODUCTS S.iyi Sl } 2.1 MANUFACTURERS A. Products: Subject to compliance with requirements,provide one of the products in the `b `;, paint schedules, or approved equal. 1. Manufacturers Names: The following manufacturers are referred to in the paint schedules by use of shortened versions of their names, which are shown in r Ali s parentheses: 2. American Protective Coatings(Ameron). 3. Benjamin Moore& Co. 1 4. ICI Dulux Paint/Glidden. -�� 5. Porter P aints. '�'• ��. 6. Pratt& Lambert, Inc. r 7. Sherwin-Williams Co. ' 8. Tnemec Co., Inc. {�`� 2.2 PAINT MATERIALS, GENERAL ii" E:,c7 �'r 'sM1rW t � "t �tj'tcta A. Material Compatibility: Provide block fillers, primers, undercoats, and finish-coat materials that are compatible with one another and the substrates indicated under conditions of service and application, as demonstrated by manufacturer based on testin g p and field experience. w B. Material Quality: Provide manufacturer's best-quality paint material of the various coating types specified. Paint-material containers not displaying manufacturer's product identification will not be acceptable. �. ��J.� 1 CitEi,x�2�t�71,�r,. C. Colors: Provide color selections indicated in the Paint Color Schedule. i""x' 'x44sr;t PART 3 - EXECUTION r,°'rt'.�� r ra,t•.'!"i:r 3.1 EXAMINATION ` A. Examine substrates areas and conditions with the Applicator present, under which '` • painting will be performed for compliance with paint application requirements. s, 27 ft y C5-4199-00 09900- 5 PAINTING a ' ' RO—3/19/01 # (/fY. ��.�::i. Yy,T�I.!!!WV47jt�'t""",t't.�7"r r iL.'.ry .�t't ��^^r.w• pp4q�A�rNw.ww,.i�„^,r:s;",4; '.iy`kT.�^",')'.:,,f':?�i,f >"�°�''��^^��,'q;.°,7^^;�,++Yr,. ,4 _z�,(,E•, vt,. t,C't� {. .�2 ''r:}, 't ,.rt 1 ,ir ff { .Y ! .,f a. t tJ +:wl.�.ryy i(c, S,',: .ty.,'.,,1a , •dl: ..�} ...5. ' 5 r� �' �zh:re'.Ymt.. �r.r'rr e� ) i .'� ,.t 5. t,', ,�," ✓ ,t,, � f� -,rra 4.',*'n 6. ;1.1..„•,.y`e: Y�f. f..r1y.,�,r,. .}, .� �r�`..�r�il'nt�4Y4.,a,t•'Csr�N, {.y. .,��r: +;,.lr�`,`: .:rr �r f , t .i 7' �i V; .Y, ,a I ,.i,i�ai° °Y.l•.r tff.,irf t.. r�,,,A*".�}��i.at ��' ,�+ .:` Jr'. �k. .t.1..r,,r"f,. ,�'. ,.,r1, t .'t�;t'; r, E is t Y }. i � t. u t', i :5;i:,2_�,.,.:,d•�.Y;,1,7',ir �z .,,,:. F,f' Sb:•h' R""`it�Y ir� b i� .'.{. A 4iX ,�'rr..a J}'t,:r,?",. ?�, 1 i; .� "'AZ n::!•: .r .Y t3 t. 'P. .t t.. r: q f .,?.P, � .r#� a �� v c�. i S S'. �1`. f i , a ;� , „y s., ,,t�G :rs p.n tE;:p,,,.� >, � ,I.•x,a,tttr �,'t iR•<� f^f�$^�',W�' y,if.�'t�``•1>�''r7r�".�+~;5.ft� :a t..t j t J` r 1 ,c t ti, sir. �,. ..�„ r�yy;},}r< i< c tir'�•.a7y',,v�}}�f;,',� ;1,�, 1, t ,� i, .,+u,4F�3 ..�„!,. L', ::rT::,1:. t.:i1 r' � 't 3 f: .'fr t,. S ..� �, s R” _r;• rY4�r:+, r, •?.':,rr. iaf,t l,,i.4 '�l,,r� tS,r �j t':xF�3 ��r'y1 r•N. JR y�f}i'�,tr`tf'17 }t .}'{Y"a.} ,`t,'rl" s"•' ;fi,1rl t.' k' Y. Y.' a� J , r... - i.. E.2 y, <,+.. ,,t}- ,.i' .,T .- �...:t t'�' i �`+Y•G4Y ,{5r� .�! ,{i'r r,d•� ':�:�iais'''r` .(-. .r.. .1�,. ;tc>,i. ,.ter;�`f �'x�� ,,s;•�F.:r•„ .K, .t :f �1 ,r i., :�., e ,r, 'c t y,;'f�i`�.r t ,r,..r c,.,..e.,":r�KO•'si?'� '3. h; J �, ,� � •,f: f�,> ,�{:.r I..t" �;:� z .X St1. .rx',Y�1 ws: .:?" 'r :r.,, i' t. �y 3. ,.rt,�;'e.l,,f^r•�`Y...;.:,.., �i::,+, ,�Y;it� 3�'�r .r.,i �t-�kY 4.�''C%•i�;` 'r kt. ;t { .r. .�, K�E?i f^.'�}. ,y t .r, i r 't, � ,1•; ,. ,{ ,+ 7 7 s t t .;fr .F o ,h e.r..,. �iiStr ; .;f!:.I e.Jr; ((+>�{f,. �. ,.p;• u.• ,th ti�.;..a;..„ ..r},. I1;IMt'f.,21"..,��;; '.9 ,.r f t« r. 1 `�s. , �k)�,Zl. t.,;�',4. ` ks'4'✓Si a�^,'ry R!^<>'�,�'''.ie..l�".;,,,lG�e,:x',y�•„e;?.i',�;e.« :..r., k^1'14^' :, i,. r.,.y'.r,r; ..i.i N i 'a, y1F t.({:, tr§ig t a - :':xr�.. f5c7`.;' ..} tst' �: ?• `�rtY rx.r'r4j.:2 eP.4�r”,�.i�4.@<f�i:,' .}. !' I r. .} t r .>, f.i4,•'.,,e,,3fV ..�sr i� % . >,r;. ��++rr t r5. .«i>^`� ?'S• ,.r4, .� r,Y� rc;} t i � k, t.� f`::rv�, ..S 7... Y,''77.i r':�` t F �7`•" f. 6C .1^, ;�', t 1, ,{•;ir,:, i. ?f. y,.,,� .,:�:, ,)': is i i::! �n. f tr('- ..3 s,,. .rt431 +�,?�.1r �'•3 fiat} tt M,?t7l'trt.:.;...,y,-r,t•n.,r:..,21;�'�:i!`,r�'(k,:t Q'4r .t, 1t' }I'M r, ,f kt.. y' :a t r i x• '.�. � •s. §r.. �+`irF 1 f {'.7.1( � 5 4 f s4 it'F� WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI r 1. Do not begin to apply paint until unsatisfactory conditions have been corrected and surfaces receiving paint are thoroughly dry. 2. Start of painting will be construed as the Applicator's acceptance of surfaces and ,.: ' conditions within a particular area. B. Coordination of Work: Review other Sections in which primers are provided to ensure compatibility of the total system for various substrates. On request furnish information on characteristics of finish materials to ensure use of compatible primers. Vs Fµ?*' C. Notify the Engineer about anticipated problems using the materials specified over substrates primed by others. l�;V It k4` ' n,, •>t 3.2 PREPARATION ;k; ; ` ! A. General: Remove hardware and hardware accessories, plates, machined surfaces lighting fixtures, and similar items already installed that are not to be painted. If removal is impractical or impossible because of the size or weight of the item, provide + '' surface-applied protection before surface preparation and painting. 1. After completing painting operations in each space or area, reinstall items removed using workers skilled in the trades involved. B. Cleaning: Before applying paint or other surface treatments, clean the substrates of substances that could impair the bond of the various coatings. Remove oil and grease before cleaning. 1. Schedule cleaning and painting so dust and other contaminants from the cleaning { surfaces, y p ,process will not fall on wet newly y. r :•. 4�`��+�, ;{tr}Jura C. Surface Preparation: Clean and prepare surfaces to be painted according to manufacturer's written instructions for each particular substrate condition and as specified. 1. Provide barrier coats over incompatible primers or remove and re prime. •f;,� 't'." 2. Cementitious Materials: Prepare concrete concrete masonry block cement " Taster and mineral-fiber-reinforced cement panel surfaces to be painted, '' '�j��"x i14af}hiedl}; ,�:: Remove efflorescence, chalk, dust, dirt, grease, oils, and release agents, Roughen as required to remove glaze. If hardeners or sealers have been used to improve t curing, use mechanical methods of surface preparation. a. Use abrasive blast-cleaning methods. ` ';` ' b. Determine alkalinity and moisture content of surfaces by performing appropriate tests. If surfaces are sufficiently alkaline to cause the finish paint to blister and bum, correct this condition before application. Do note ! a :: �, •n��Yr, i CS-4199-00 09900 -6 PAINTING RO—3/19/01 �4y !'t o }� }ta --'- ...4..ar...+aa..RN,n.nw++Mwc.91u.Y i.ep!»�.. .( t-s i. •- 't;"."';1"4� ;i':w N'� aE r, ��"j`ld)��"�,•''pt� (�,''.iAR { 1 L i Y1 f 1 r' 3� r . 4 � tty r ,tip .i ..1..,'` ........^^.r..�.'in..",,Yiin 4..... ..,.-.,n.:....... .... .. ...�..... .r ,.1.",.,.;. ,..,...,., ...... .. ....,..,...._... ... .. ...,... ...,.. .. .., -..a..,+,,.+,.,.,,:..-n... t awr f I,1tit,i j'. .; WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI paint surfaces where moisture content exceeds that permitted in manufacturer's written instructions. 3. Wood: Clean surfaces of dirt, oil, and other foreign substances with scrapers, mineral spirits, and sandpaper, as required. Sand surfaces exposed to view smooth and dust off. a. Scrape and clean small, dry, seasoned knots, and apply a thin coat of white shellac or other recommended knot sealer before applying ��f'a.. Primer. After ' { 7 priming, fill holes and imperfections in finish surfaces with putty or plastic ` wood filler. Sand smooth when dried. b. Prime, stain, or seal wood to be painted immediately on delivery. Prime �3> edges, ends, faces, undersides, and backsides of wood, including cabinets, counters cases, and paneling. C. When transparent finish is required,backprime with spar varnish. ;;•; d. Backprime paneling on interior partitions where masonry, laster r, or other :J wet wall construction occurs on backside. e. Seal tops, bottoms, and cutouts of unprimed wood doors with a heavy coat ;:,'``tr;::,;; r , of varnish or sealer immediately on delivery. i •r} � 4. Ferrous Metals: Clean ungalvanized ferrous-metal surfaces that have not been shop coated; remove oil, grease, dirt, loose mill scale, and other foreign substances. Use solvent or mechanical cleaning methods that comply with the ' Steel Structures Painting Council's (SSPQ recommendations. Galvanized iii?"r'�':�n{?F,'i✓I 5. Galv Surfaces: Clean galvanized surfaces with nonpetroleum-based solvents so surface is free of oil and surface contaminants. Remove pretreatment from galvanized sheet metal fabricated from coil stock by mechanical methods. D. Materials Preparation: Mix and prepare paint materials according to manufacturer's written instructions. 1. Maintain containers used in mixing and applying paint in a clean condition, free of foreign materials and residue. 2. Stir material before application to produce a mixture of uniform density. Stir as required during application. Do not stir surface film into material. If necessary, st°sy°•s ``::"' remove surface film and strain material before using. t A! 3. Use only thinners approved by paint manufacturer and only within recommended limits. 3.3 APPLICATION 'tt;`r"f A. General: Apply paint according to manufacturer's written instructions. Use applicators and techniques best suited for substrate and type of material being applied. g PP ! '.j C5-4199-00 09900 - 7 PAINTING >{ „ RO 3/19/01 fill }j ,q "dYa�A`!.31'F7i4Rf'S7;X+tsn i' +nftn*autx:}t.wniw 'i t A " gnu+ ) L -wv,tw'aaidatl,RcW7un4T{z»7.+ r !. •-�.« n.. .i,rvy t i f }jt Y� t �s, r� f� i.r`t!� " f . , . . ;tt' 1' r �yl{.� r``� d,.>t4 (H s..• 1 .,�^ ww.,,.�,....w..::.w...,�......... .....:.... .__ r .. ..'_ �__.. ;..r r r , ;..:.,,,.....,..-.. .,� ..r.:...r c.r ...,..•. ....4,....:. .. ... _.... :u ..i,.�tM:.�t>sr.a, „n,a ..r..<•.. .....r.,.... ............au1r.4R$;� ^'�Nri� �5U�jz� �.r •,s WATER POLLUTION CONTROL FACILITY EXPANSION ;.�i < CITY OF JEFFERSON,MISSOURI 1. Paint colors, surface treatments, and finishes are indicated in the schedules. fj ) 2. Do not paint over dirt,rust, scale, grease,moisture, scuffed surfaces, or conditions detrimental to formation of a durable paint film. • 3. Provide finish coats that are compatible with primers used. 4. The term "exposed surfaces" includes areas visible when permanent or built-in fixtures convector covers covers for finned-tube radiation grilles and similar components are in place. Extend coatings in these areas, as required, to maintain the system integrity and provide desired protection. 5. Paint surfaces behind movable equipment and furniture the same as similar i exposed surfaces. Before the final installation of equipment, paint surfaces behind permanently fixed equipment or furniture with prime coat only. 'x ' 1 6. Paint interior surfaces of ducts with a flat, nonspecular black paint where visible r „•�y , j:'' through registers or grilles. >' r 7. Paint back sides of access panels and removable or hinged covers to match ,r ` I exposed surfaces. y2 'rt 8. Finish exterior doors on tops, bottoms, and side edges the same as exterior faces. El' I 9. Sand lightly between each succeeding enamel or varnish coat. I B. Scheduling Painting: Apply first coat to surfaces that have been cleaned, pretreated, or otherwise prepared for painting as soon as practicable after preparation and before 1 subsequent surface deterioration. ,• - - ca`i` '°fin i 1. The number of coats and the film thickness required are the same regardless of application method. Do not apply succeeding coats until the previous coat has cured as recommended by the manufacturer. If sanding is required to produce a smooth, even surface according to manufacturer's written instructions, sand4ixi}r, between applications. 2. If undercoats, stains, or other conditions show through final coat of paint, apply additional coats until paint film is of uniform finish, color, and appearance. Give special attention to ensure edges, corners crevices welds and exposed fasteners P;d ''};.t fat`, rreceive a dry film thic kness equivalent to that of fla t surfaces. ;j•�i j 3. Allow sufficient time between successive coats to permit proper drying. Do not recoat surfaces until paint has dried to where it feels firm, does not deform or feel sticky under moderate thumb pressure, and where application of another coat of paint does not cause the undercoat to lift or lose adhesion. 5 C. Application Procedures: Apply paints and coatings by brush, roller, spray, or other applicators according to manufacturer's written instructions. t p; T" C5-4199-00 09900 - 8 PAINTINGS; R0—3/19/01 ` 1� } tx� �yr,, ''';(ix'' j}° , n""*; mtawPoAd4t�µuA'�e�t+t}�a�s•N!xg:*r^r rrr,.,.n..• , 'ti .qsr,<wVwc�SturrusciztRilFRiWtwlt3�+svkaWavn --^^^ ysrTt, � 5 { r!;�.�,�u'I4��:•t � r at it � 4 � i !. , } r'. .(. ,,;P ;, .{�t Y, tt�f�, .�)ir`3�.�r.•i �.j 1 p vS ` 1 afi A, l •14�a�f its 4�1}.L, '{ Fe t, _W l 't3 W' ^,f?, u S ?f.'Sf' W� 1 f;r �t ..1 '�f' { ° r t3 (� 1,� Si ti r'IS•?C.£",�f},S �Ly 3"'II 4" t 35 ijyk4rn3f'r� :r +. .l.s �i T d �i "''"/66tYV r t•$��4� fr+r" ,/{I`: .{��"""'',! ''i `iCJ.::r 1 Lr. `�\ ' I 1 t.f ,i:r ) � 1S;Lf�r,wft I(LC'�'i"rjl.. .,i•`"7''• r 1. .i, ( a ';t. ,�' j. ' , , d l '.ixt x s:flu ��&iE..�r�i�n,�� a'��•}'� ��°�'� 3• � f +,.}SIC s��'�,+�}.� f.} �', WATER POLLUTION CONTROL FACILITY EXPANSION ' CITY OF JEFFERSON,MISSOURI 1. Brushes: Use brushes best suited for the type of material applied. Use brush of appropriate size for the surface or item being painted. a 2. Rollers: Use rollers of carpet, velvet back, or high-pile sheep's wool as + recommended by the manufacturer for the material and texture required. 3. Spray Equipment: Use airless spray equipment with orifice size as recommended 'f t r by the manufacturer for the material and texture required. y D. Minimum Coating Thickness: Apply paint materials no thinner than manufacturer's recommended spreading rate. Provide the total film thickness of the entire system P g �' Y as recommended by the manufacturer. ..; E. Mechanical and Electrical Work: Painting of mechanical and electrical work isti�ja?r, rta>,?: limited to items exposed in equipment rooms and in occupied spaces. Coordinate with S { Mechanical and Electrical Contractors for proper identification of items to be painted. f ` � i F. Mechanical items to be painted include, but are not limited to,the following: 1. Piping,pipe hangers, and supports. 2. Heat exchangers. �5 5 3. Tanks. 4. Ductwork. j 5. Insulation. 6. Motors and mechanical equipment. 7. Accessory items. G. Electrical items to be painted include, but are not limited to, the following: j 1. Conduit and fittings. ;' n i` 2. Switchgear. r 3. Panelboards. Cr•� � L ', t L,it y /6"�'•,�� H. Block Fillers: Apply block fillers to concrete masonry block at a rate to ensure complete coverage with gores filled and back roll to fill and prevent pinholes. I. Prime Coats: Before applying finish coats apply a rime coat of material as � PP Y P recommended by the manufacturer, to material that is required to be painted or i Fai finished and that has not been prime coated by others. Recoat primed and sealed -:; surfaces where evidence of suction spots or unsealed areas in first coat appears, toz9 ensure a finish coat with no burn through or other defects due to insufficient sealing. { J. Transparent (Clear) Finishes: Use multiple coats to produce a glass-smooth surface film of even luster. Provide a finish free of laps, runs, cloudiness, color irregularity, 'u``f°' brush marks, orange peel, nail holes, or other surface imperfections. CS-4199-00 09900 - 9 PAINTING, ;y RO—3/19/01 �Y 17 std'7�A�r'� .�ffl�� N+.if-0��s+u¢n1�raN'�++P",nW.rs+eM........ ..�'.'r. �h•a*�s+�q'NrTYStCCtbcarw.�'."—.^" .,::. .7 r r ,rrrt+.+..+ ..,"Tr� c• ^-+rr..,L`,?r rs 7F�i�:�x3',�'� 14G� t .xj 4srs a� t1w� +t6,�.. ��, s3s•.i'r , '�, } s � .r. .r+ r i....l:v t'r' ;ir.�l 4r^ .tjfc��ftt,;.�'��.'�,1 !�;+s{� �. ,�;� Z':CtY Mt,ii r r s.,. 1� (� ,c 3` .f' a'• r. t,,j s�F i�'h fr iSi tr'v �,iS"7fi'�Y� f°rr �",� t4 � .}t5 ' .'.r- � r ' if ..i c i t �,, S , ..+3g 5 r.,� e r w st�t•tS t tt }i. t ;jk�. 3f ,7' ... ... ...........»•»,....... ..x.. r t.r .rr«.,a,,.t . ..w..,.... '" .,. .,.....,, .x nra..mrrr ..nn i,.,oi:x., ..,..._.7 .. .`,,...,,..tr,4YR6Y.l :i�y> .t, {! ��A�r.•. i ."d ftu Ta Ztt•".4 WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI 1. Provide satin finish for final coats, �. K. Stipple Enamel Finish: Roll and redistribute paint to an even and fine texture. Leave no evidence of rolling, such as laps, irregularity in texture, skid marks,or other surface imperfections. i L. All interior steel doors and frames shall be painted with gloss paint system to match wall surfaces. Steel doors and frames in,areas receiving epoxy coating shall be painted with epoxy coating. M. Completed Work: Match approved samples for color, texture, and coverage. '1;�« 'j Remove, refinish, or repaint work not complying with requirements. ` ' 3.4 CLEANING f A. Cleanup: At the end of each workday, remove empty cans, rags, rubbish, and other r;{ discarded paint materials from the site. Remove 1. After completing painting, clean glass and paint-spattered surfaces. } ' rY spattered paint by washing and scraping. Be careful not to scratch or damage adjacent finished surfaces. d "YYS 3.5 PROTECTION { .. IN ;4'�p,�i�-,yet .n.!•+�tt�"'"'�u.'�; A. Protect work of other trades, whether being painted or not, against damage by Paintin g. Correct dama g e by cleanin g, repairing or replacing, and repainting, as Jw�;,��;�ir approved by Engineer. ��? '{.. B. Provide Wet Paint signs to protect newly painted finishes. Remove temporary protective wrappings provided by others to protect their work after completing rk %s iG� "` ;r painting operations. F ;r�, i 1. At completion of construction activities of other trades, touch up and restore i damaged or defaced painted surfaces. Comply with procedures specified in ;j PDCA P1. 3.6 ACCEPTANCE OF SPECIAL COATINGS WORK the Owner and/or the Owner's Representative shall have access to the A. At all times, work in progress. Contractor shall assist, when requested, in the inspections. Tests "T. '+ s will be made for surface condition and profile after blasting, wet film thickness, dry ' film thickness, and pin holes. No pin holes will be allowed. The inspector will also check application practices. The contractor shall repaint all areas found defective and rYj remove and replace any coatings placed using improper practices. , ;{ CS-4199-00 09900 - 10 PAINTING RO—3/19/01 ?; ir.. ^..•,•rr,n�+.ma�7rwr+nrm+�nc+>1tR{rMtlFY1M!aarrwv+-^., -y.�,;r,un.�.±,.,,;n,-r .5'tiT,'"tFyl F � `s •�!�'4 a+�;,,Sp�jt�r,}�51Y�'..rYYF{ti, 'St<t. rtJ rt+etf.",` �,tst it � _ t 1. ,� � i :y..t't{�`�fyl,, .I rs.' f +3 •�4 t..'f�'4�)it'�5 � '� �i� s ,J,• �e {c. t ti?� �4` r a11�',t� eczlt " 1"�k�� t 'i r.�=A �a t Tb� J t Zr ' • .. z ... ., ,, •It{ r 1.:9 U:s�\.o.v�,4r,»..70.rl :,4` .pt,. t �.tioJ tt Gc )Lf1 PSY tY�YS kit ! f 1tx; 'dJ ��>L-!�S ! Yi" i '..1' � ''fx 1 r , V �.!.0 t•R rt. ,.i r'1r�.,�.x�Y�yf7�.r'�s}! r r .�j T, t rSl4 Al.cr1 '4{,,t '+' •'%�sr+ ..r} ! S ipfj fttxr +� ;dk�,i•,y�Q 3t a'v; {;4T1 b .. f..ar .e+7/'' + Stc�l {4Y{: J t r.' , .` }i } : o• j xv;�.f f�"�l¢u tY; z ,+.4� r�t.,,ibdy! .t 1 4 ! !�4� r �!_!• is (/ '��,d"t ��1� f't + :, �' ' + + ,+ ,..r :«.,,e,r,. r .. i +•� 55,5+! 't��. }y'��f�t(�i :.:.L..�t.ai.7A.ria+�.r+aW:.nw.,x r..... ............. .._.,., :,r!.M.fet+!).1 N .1,n.,•:..,:....�....... ... ..._ ....�...., .,_,.,..,.,, ., .�. ... .. , "...r.-.,.r..ru.m..w...x�R„r•a..aoi l..,.,r.,td,ur4+�wti.;.'l n4L t�t5(��t��g�r '1` "Stl tr`J Y•w,,��lsl k Lt t, 5.?li ii �a WATER POLLUTION CONTROL FACILITY EXPANSION 7 ” ' '.• CITY OF JEFFERSON,MISSOURI B. In addition to the tests for surface profile, wet film thickness, dry film thickness, and 4r pinholes, which will be made during the progress of the work, the Owner will check the coatings after completion of the application for compliance with these specifications. All defects shall be promptly corrected by Contractor. ,� 1r{,,.t r.•jj�¢ my w� C. Inspector shall be kept informed by Contractor as the progress of the work. If contractor fails to notify inspector of progressing work and the inspector has doubts of uninspected work, the Contractor will be responsible to take whatever measures jj necessary including but not limited to re-blasting and/or re-painting areas in question. 1. Key Areas of Inspector Notification by Contractor: } a. Profile of sandblast. 'g� � b. Prime coat film thickness. C. Finish coat film thickness. D. Correct damage by cleaning, repairing, or replacing, and repainting areas deemed r' p g unacceptable by the Owner and request reinspection by the Owner when completed. 3.7 EXTERIOR PAINT SCHEDULE 4t -1 A. Provide the following paint systems for the various substrates, as indicated: -,--777 4 +' 1. Ferrous metal with unidentified shop or factory prime, epoxy coating (steel doors and frames, structural steel, equipment, etc.): a. Surface Preparation: �`-,:r ; 1 Remove dust dirt and other deleterious materials from surfaces to be coated. 2) Minimum SSPC-SP3 power tool cleaning to remove loose rust, paint film, and other deleterious material from surfaces to be coated. b. Coating Applications: Provide system by one of the following "ti' T;' alr ''=fr'':` c manufacturers: �,,�;y ;..i 1) Ameron: +�M 994 a} First coat: Amercoat 385 High Salids Epoxy Primer, (min 3.5 F .,; ; YfV}'+t:r�''� mils DFT). i , b) Second coat: Amerishield(min 4.0 mils. DFT). i`1,' ?` C5-4199-00 09900 - 11 PAINTING f�� •: ,' ��; RO—3/19/01 �L 55 ,rM if:'I•,r��x'b,o r't.r, :t.'xt d. i.Y. .'Zr�i!•4++s+!Mw'r tS.M Ii.W F.. �!t.,.i.s 1 {: "� .t—^�^ ",q'..,H.+Yft,M;p1T,'I<.'.l rR�'aeW+ln,'wi+","RC"r,..lit a`r..;;.''Al ;:1�,Y t!r:-v,\,'r',,7 l. y t.}q ..2''. ".,4;? „ "er"",!,�.CwL�t i k ;,st ; , : �::t T,f .i!< •'r + 'i S x �f<r ..5,,..e :.r..,t x G i"{5•r3.,=t : ✓ti't, (A" ntJr,al.ay .ik ♦ , ! 4. f il: ..Y • eJ,,w !•,1.... yy �� ,,5g�{� •� x. ;. X.V+, f:u 3 �t I s. J '/t 4' .�... {Ir Y'i^.1 :'i td .! •i', :1+:�t Y', t .,+.C�a' x`;Y� t;+3gri�Yx'• 1.• ir.=rF•:,L'1�776�(•'. d4.1.',{ + t t !t ,sfSc.:Uf` '•. i, :.i,, ,.i:.1' .1 ;;t+., '.t ,,.Mai' }4'''i,,' .�.. ,{,i..?�i;'.t r,? i ,.' s. .1 .t. r,, f yx er.r e:�r,.;'. ..Y,i?`... r=„�l!'v.*!n1 1 7y xx l yy xr! ci.'< a rl .;la, ,+.t, t vl = :! rr e t� I�' .S'E. �r S. µv. .t ). ' !(.r. ..� .J= �"�'.> thx,;,,"':Ao .i -,1` t� r '✓ �. .tr.." rs, r, a +� � .l �`l �ic 3 {� ,.ti, u N `l.,,,,W, i.y li ,t„t<, rM ' S t.(' t�',.. ',. '`4- ( ,i! ., �.l%.p', 'l �i.x �,.11t+j5�n }: .,5;. ".q„'?'! .7r•,J :th?,.n.J t' .t t ,�' ,,Y.j,., ; i;l ire �!•. ,!' t#r�,nwrt it>:S' K�f k ;ly ';t'tJ:..l:. �',t+'1i,4P k+?.; x tls 'tr,' r G. •+! / .t, t x'.Y5, y , t++„„.{{'l v A `,. ,'il 7,`.r.�7 •,+i. ••r sr. :1 � J .�:i .:l, a ° 't. 3;7 } �+ �t ,i". �r,t�r�. Lp:J!o.,i Lry�fy,Ar..4>i:t J,r,,.' .+y,r.., ';F.'.,�j„ r`_P. .x 4 r .ar„ ,�t',. :%ti<'. �l.i� ,;, , >','t :, t'• t .t ! .4d` .sY t,,,.s,r,.y,;t....,.r,,sP t :{;:t.. ,. +',.1,\�t>,:.:,, r.,..i- :�� i�. .`�$. ._, rM t. { i,. t. "5 �:�t :,(� tr .,art. ,r' +uFV +.r°`'.•r. }{it.all..�;><,4t J, ,k;�.r, l+�ti I �.N.,,i. i,. ;Y,y":.i( ,in';,",`r, ',!lC;" .s; t .r it , x { �:t r ,�::.+. ;r•5'-:t}>y a,..�!!4r`, .Y r�.„Il � � i 72" P r: • 3' , F•=W #'`",r T.r}j,'t'"hri! �Y 1~l:..:f r ':i. a. " c t t.tfkt.+ft' (. i'.,�. ,!S J °t,t;°^ f 3 r 1. _ 't[•F:, 1;�#�'�t a4 .�'' . :.f: i ,"axYK��)>?fd 41t �� 7 T ka � f+ } d' rl t i r' .s g�f h [cia}r•�tfk,l,rlr ,g!�„'1{� }.r Tit 2# .Sr+;,u S r 'tt'rn•i ry i s " y f >5 Yq .a ;r' �f`d r''.•+�, r�. .."zA{ t° y °t t,'r ; t, r � ' si}i. 4 "i} r '$i .�.5}f Tty�"d fk k �`+'t H.s.,;,.4«$iis,......�)ii5::'ran.��:r.°:,.,......J.t:. .._t ... ,.. .. ... ......,...«........ ........»..,«...., � M .2•.,.w.a.•,...�...,._.,.. ...., ..,,,..-r». . _... ... ...�. r ...Nyt„ '.�.f� .5 ' na 43 a,aWNANd�F!�� rer't WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI ,t. 2) ICI Devoe Coatings: u a) First cast: Devguard 4160 Multi Purpose Tank and Structural Primer(min. 2.0 mils DFT). b) Second coat: Devrane Devthane 359 (min. 6.0 mils DFT). 3 Sherwin Williams: .�; , ., a) First coat: Kem Bond HS Universal Metal Primer (min. 2.0 mils fie ' b) Second coat: Poly-Lon 1900 Polyester Polyurethane (min. r" 3.0 mils DFT). ,.a 4) Tnemec: `z �;,. ` r a) First coat: Series 27 F.C. Typoxy(min. 2.5 mils DFT). b) Second coat: Series 73 (min. 3.0 mils DFT). 2. Ferrous Metal Immersed (Structural Steel and Pipe): 4 Y Tm7a{rte* ` a. Surface Preparation: SSPC-SP10 near-white blast cleaning. si`'i;' r k b. Coating Applications: : ,,, .Y r'r ±fY•'t1 1yi t;n d� a) First coat: Amercoat 385 Epoxy (min 5 mils DFT). �� b) Second coat: Amercoat 385 Epoxy (min 5 mils DFT). �a},` •4 2) Tnemec: r t•,'}�Yt'i�•T.,, ..' i a) First coat: Series 66HB Epoxoline (min. 5 mils DFT). { b) Second coat: Series 66 HB Epoxoline(min. 5 mils DFT). � ',Y"Y Yrt 3) Sherwin Williams: a) First coat: Epolon II Multi-Mil Epoxy(min. 5 mils DFT). b) Second coat: Epolon II Multi-Mil Epoxy(min. 5 mils DFT). i1} 'i' J','.•trJ 3. Ductile Iron Pipe Exterior or Interior, Exposed or Immersed: } +trt a. Surface Preparation: S SPC-SP 1 brush-off blast cleaning. ` f kr, b. Coating Applications: 2 1) Ameron: ��. 1!dw, - C5 4199-00 09900- 12 PAINTING 7 RO—3/19/01 ,.0 A. �"} %v, �"�"".m'rrn{'�rti-�,r.-.!..rr�np7t �p�i 11rMv►.rv«*rt ,.. r .•�.xew.rnlo>aaS1v ri+Ma'rwr^'r3.r,^"e'ye,J-€,r•r'.:'?:, ,� i•r� '�ry'�,B ^�' F,r r:awrl- t+ ,+y r i,it A. �r t� :,'1;7: a ,i;,, t �' - q {,+d:ayx hr a"i, i{'�grGyf••+�,'•� i3+L��i r ,.,y {, :,7,}.y" i t +. , ,i�r i,V!nt.`r�; r F, }t F. 3✓ N S,• "T•;C !:v •�.r','p l' .+ ''�ij. 4 -.,kr J�..)��?Z.;?r-•:}'i?r,.[.r`:. 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' tY�� tt 7r:��.j r<d:,. t ��-' A:a ��. '" t" .'•i f r.'r•;' F � rixY�+.�}�tr#tbr'�y ��t r# r , egg' tl t2}•7i�2 ' { t(t ::�•\/lYj ��;! 5fcr I ,vi.• t � 1t{ it1. CK :,�� t�;fr 1r�"r t t '4 4 .4 ' t, i r f6'r 3 't 2'`• P a, ,y „r ��yn�•.ci1,'� . 1'44?i' {' +r r3 u k t }'}t 1 ,rW il, `kit{""4):;�a":�,iif.fl s°' r �' f r r ,.• t 7. '�i�r �i.�yA(�,w f�'rtE,�,r.� tt{ Ip � � } r' r{'ail c t �i4{i�X �g{.�• _t .{�i„ i y x + tq''1l{U'FU F',4fe,..u..,wr��liW�Srl+Yis/ft!'><rltiima.•.`r.:..,-rt.rA,.,.,.....«r.. .t. ..... .f ...•?,_..,.,....u.. r.. wv.cr-.�fi�x.M...n.,.,w............... .. ...1.... ....,. .rr.....,.<._,_.<......_«....,r.W�b�m.,>•v�,.rrn'xi+wvfi..aw.rt,,w„n•aar,.,:w...ztw':r,:i.,,?;'u.4.w'.+b'iLwaJ., i '�+'� ,Y>ity,• 4 ".., - WATER POLLUTION CONTROL FACILITY EXPANSION ; CITY OF JEFFERSON,MISSOURI a) First coat: Amercoat 385 Epoxy (min. 4 mils DFT). a b Second coat: Amerlock 2 Epoxy min 5 mils DF P Y ( T)• h 2) Tnemec: t "` a First coat: Series 66HB E oxoline min. 4 mils DFT). ` b) Second coat: Series 66 HB Epoxoline (min. 5 mils DF'I). = err ys ': a Sherwin Williams a " l TI a) First coat: Epolon II Multi-Mil Epoxy(min. 4 mils DFT). b) Second coat: Epolon II Multi-Mil Epoxy(min. 5 mils DFT). C. For exterior, exposed (nonimmersed) pipe, apply polyurethane coating offk,�f�' appropriate manufacturer in place of epoxy coating, for second coat. i 4. Exterior Concrete at Underground Tanks and Structures: a. Surface Preparation: :3 1) In accordance with ASTM D 4259 using abrasive blast method only to achieve a medium sand paper texture. s ' 2) Clean per ASTM D 4258 using air or vacuum methods only. �tt* ern b. Coatin g Applications: A PP f. , t.�;�;;•. ; 1) Tnemec: a�•1'1= a) First coat: Hi-Build neme 13 ( 16 mils DFT). . r.:E;,.t T c-Tar 46H-4 min. �`{x;��'��'•s!:f;�„r;� 2) ICI: t - a) First coat: Devtar 5A thinned with T-10 in a 4-1 ratio (min. 4 mils DFT). b Second coat: Devtar 5A �•ft�r I;j ) (min. 7 mils DFT)/ �rJ+��'�'�'r:•:;. 3) Sherwin William ar B69B401/B60V40 (min. 16 mils a) First coat: Hi-mil Sher-Tar rk DFT). p 4) Ameron: p��, %lief JIr;�S 5i�p.r;-Y".:111 a) First coat: Amercoat 78HB (min.16 mils DFT). IY C54199-00 09900 - 13 PAINTING ,••L... 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''�. ,, t:p r i :a�:! t .'r` , i x U �: i"• y(s t, ��''., `s�'.ffi. •,! .r l< r 3 ' r? r r: ys rd i 'S,s,�E yft7fcS„t,s tr�ii �rS. f�4ry,�?1,�i�aJY�:t' t E-� ,�{7,., f.a,;:.:llb..i t"i.......u�}5uw....s..........e� ..,., ., ,..,. .. .. .....,...•. .«...w,u.., ....t v,,,,++rvin va>,venP,. ^ :.: r i i t a �T ., nty�;s,e.P Jl. �lts`�Ar��, ' t«rtw..er.,;^, •.. . .a.uwxxs"§n ra,n}.y.e v+na.4„a....,.,,..,..... ..,,.. is�,.,.,,+.�' � t r t,.r''''�,4;{�,��f„C.:it:? gk�3 Akf WATER POLLUTION CONTROL FACILITY EXPANSION '", CITY OF JEFFERSON, MISSOURI ` 1 �! 5. Exterior Gypsum Board Soffit: t. , ' f a. Surface Preparation: vf' 1) Examine soffit skim coat surfaces before starting. 2 Commencement of work means acceptance of substrate. NX • t �l( b. Coating Application: EI 1) Sherwin Williams: a) Alkyd Primer First Coat: Benjamin Moore Moorcraft Super Spec Alkyd pp dry film thickness of Al d Exterior Primer No. 176, applied at a not less than 1.8 mils(0.046 mm). .;;.u � b) Second and third coats: Benjamin Moore Moorcraft Super Spec Low Lustre Latex House Paint No. 135, applied at a dry film thickness of n less ,Y l' of than 1.0 aril (0.025 mm). Li:i� �::tt,f^+vJU�:;y$i J.tc•+jl+mfr-!r 3.8 INTERIOR PAINT SCHEDULE A. Interior Concrete Masonry Units with High Build Epoxy Finish Coat(System ICI): 1. Surface Preparation: Per following requirements: "' >r 'firsy� ..”" a. Remove dust, dirt, mortar fans, daubs and smears, and other deleterious materials from surfaces to be coated. b. ASTMD 4261 Surface Masonry f � Cleaning Concrete Unit my or Coating. � 2. Coating Application: g Provide system by one of the following manufacturers: ,i a. Ameron: t 1 First coat: Amerlock 400 BF Block Filler(min. 5.0 mils DFT). %f + ,'a , , 2) Second coat: Amerlock 400 High Build Epoxy(min 6.0 mils DFT). "'" '" b. Sherwin Williams: h i 1) First coat: Kern Cati-Coat Block Filler(min. @80 sq. ft. per gal.). DWI, ` 2) Second coat: Macropoxy HS High Solids(min. 8.0 mils DFT), a $7 C. Tnemec: 1) First coat: 54-660 Epoxy Masonry Filler(min. 80 sq. ft, per gal. s � }. . ' 2) Second coat: Series 83 Ceramlon II (min. 6.0 mils DFT). n C5-4199-00 09900 - 14 PAINTING `'' I RO—3/19/0) A I ;�}'}•."" 7�. -r.�--n-..*�mta'+.wa ry,nw.,..:++t+r•- .! .w,•..«n.+ywrt.,ttk+piw+,avw .}r+w.rpJA>sr•m}'pgj y,"i,....�.,...y..,..,..�+ t 1 i, > ... t}`vl yyff A�f.�1(Q1i!ihe lrr -}a �•r ,� H,ri jl�s .� ��J i �t ."M1ls+�,Y t?., ,t.',.?l,fs i. �y..f<;i, �S'.s r t..l� t t ,�tl 4 y., i. %1 " •y.s,.;f:�1t: �^,}sz tJ ki t�.,�y`}I.,,de lG 14.ktf ,y. .s. �E �+,l ri?s`,f +ry4�k_;�1 '.t, ,µi> .1+lr.-'•i: ,} ! c 7 Eh.r.tf F4. r + t,t rt C" .r r, i.(,�. i y ,r�.�..,s,-.J.4,.f,, .ir,.�r,�t�, �i<:,�• 4' "� l�'4 h4•'�.' �,t s�.,,s., v i,> 'c 1 r. .:E•� i t i.l. .1 .,'7} A ,t..,s'�.IS�• �� . '?�-(•)!�,L k,,,4�°^�+j3�''�}}��.'U;��l�a txt%:.;;y'c d(,:i r::•=;.#�p,�v.A'.x�3 yl�,,a{{':I�gtS:a4S.k.,�s•j}i S;l;�..,:d C��.t�.�i S L,�e Fr.,r+ir•�',".Fi'.�.:.ra qf s a,{°'f1�"r,x,r';tf t r;r a{ti`�i.` :�rd M1.rr�-.\a�j`:�}!'��,f r ,bY.�R. 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F'' tr } fdtt-,{f 3,} A r r` �sE't�t,i •:� t :�'.,.{"p.{;,s .�rxfdP�il:t{4r t:+t�:,',y� .�+ ':I r l i K r5 i�. r•.: .;( °r.9, 7 7 tC r ,f S ky^'i+}1�<}a: `i�'� rti S�(��,;t•, �x yf ,, .1(�,. 1. t':c s. ..}t+ `��7k w,it gxt•T�fltµ,ti..ra-.r'i=.I,3+ 't ..� anuhxwrdM:ai•i>a'•...'a,.m-t�F_.wr .. .. .. .�,..:.i� ;.t.z.,r.err. a. e. ,...- i° .,,. .. Mrv..,a...k..<rtm+*s+ne,.++nliar 11�•, �!N y 1 >;��t !{, F*I.f! t WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI is { B. Interior Ferrous Metals, Unidentified Factory Primer with Epoxy Finish Coat (System IC2): t Y,•' ry 1. Surface Preparation: Per following requirements: a, Remove dust, dirt, and other deleterious materials from surfaces to be `>t: coated. b. Minimum SSPC-SP3 power tool cleaning p to remove loose rust, paint film, y'y r, and other deleterious material from surfaces to be coated. 2. Coating Application: A a. meron: 1) First Coat: Amercoat 385 Epoxy Primer(min 3.0 mils DFT). 7{�E,r { „j 2) Second Coat: Amerlock 2 High Build Epoxy(min 3.0 mils DFT). b. ICI Devoe Coatings: Qk51t; .t 1) First Coat: Devguard 4160 Multi Purpose Tank & Structural Primer (min. 2.0 mils DFT). r=•'s,>t��;., Ol 2) Second Coat: Devran 224HS High Build Epoxy (min. 3.0 mils DFT). C. Sherwin Williams: 1) First Coat: Kern Bond HS Primer(min. 2.0 mils DFT). 3 2) Second Coat: Macropoxy HS High Solids Epoxy (min. 3.0 mils DFT). ya,,,.t•,tr�r��,y,,,x,::. d. Tnemec: .•r>;, 1) First Coat: Series 37H Chem-Prime HS (min. 2.0 mils DF '''"`''°`r±`' r„ ' {{ 2) Second Coat: Series 83 Ceramlon II (min. 3.0 mils DFT). ,'a C. Interior Galvanized and Zinc-Rich Epoxy Shop Primed Metals, with Epoxy Finish ;; Coat(System IC3): tr. yfi,.,, 1. Surface Preparation: Per following requirements: a. Galvanized Surfaces: Minimum SSPC SPl• clean galvanized surfaces to remove dust, dirt, and other foreign matter. 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'11 .t?.�i <{.. ti t�� Jth� ,.*f F" _ „ tt f{i.•;t ` �r , !{ 's:: t�;'ti ri!' \ n tX Y.'}(�:: M �f `ifi Y J'gt� U. •Sg�:+6 S'„i,2 M1 trtyr.+..:�. t) :+ t .a \: :.:1 r t:.:Ji.LL i 1`i t fill 1 S fy; t,” sj fC•:;STj. ''r '- ,n✓{•,Fax..i r t ifr,; 3'.1 .i Y { , } t ,,f .:tt} }i ;.11'i.�t.yt i.i.��,�i',=1' ::d,i it:+;{g WT,3i .:rhS:3.�;;:vt:k:ca}iwS:.:.i:t.7:.'•ri rs:.{i:�...»...•,....„ Iia.w,....,. .•,....r...�.,.�.....w,+.•..r.... .r..{4:,,imr.-rtfkrtr.! a ., •._....x.. ' .. n......a,.�... ...J..t`. [ 1. 1 C. f yhl r�di 'S7E ""t,'.!•7,t [.t ta"I,+M3.t».,eew�.,•.'" .. r.!Wvt1+.+4K wtav-. .,. ....:1 .,'..e .wwMA �� +, {'4 WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI }+pry ,-::;yy�.•?.�=•`.t<�i'�� ' , a. Ameron: l�»:;w` r°`::;`:' '-,•,;`;, 7TM 7 r 1) Touch up: Damaged prime coats of galvanized metal items with Lwtir 68HS zinc-rich epoxy pruner(min. 2.0 mils DFT). 1 , 2) First Coat: Amerlock 2, High Solids Epoxy Coating (min. 5.0 mils �u� Irv'.•• ,�„•>��s t�..,t b. ICI Devoe Coatings: 1) Touch up: Damaged prune coats of galvanized metal items with 313 zinc-rich epoxy primer(min, 2.0 mils DFT). , 2) Second Coat: Devran 224 HS High Build Epoxy (min. 5.0 mils , DFT). C. Sherwin Williams: 1) Touch up: Damaged prime coat with Zinc Clad IV Organic anic Epoxy p Y (min 5.0 mils DFT). 2) Second Coat: Macropoxy HS High Solids Epoxy (min. 5.0 mils r?�F i�t f F`�� r��•�`2�' ✓:r. y k''� ifs..;',•.,: d. Tnemec: 8 j r 1) Touch up: Damaged prime coats of galvanized metal items with twoft . `r Tneme-Zinc 90-07 Organic Zinc Rich Primer. 2) Second Coat: Series 83 Cerarnlon II /min. 6.0 mils DF '"' ' r l T]• `yam ,3' x Y,G� Id t;; .,.•,: D. Provide the following paint systems ms for the various substrates, as follows: i t 'Y 1. Gypsum Drywall r4` a , Flat Latex: a. ICI/Glidden: '`: + ' �;`�dj<3�{��7•'��,d{.tai I First Coat Spread Ultra Latex Primer-Sealer#5111. � ��` ,+ ; 2) Second Coat Spread Ultra Flat Latex Finish#4000 Series. b. Moore: 1) First Coat Moore's Latex Quick-Dry Primer Sealer#201. 2) Second Coat Regal Wall Satin. l!, jN f Mt C. Pratt&Lambert: y •a ; 1) First Coat Latex Wall Primer Z30001. 2) Second Coat- Vapex Latex Flat Wall Finish. t C54199-00 09900 - 16 PAINTING R0—3/19/01 i, 1`• .^J�!"T",,, i "`^wn.R�f•� 777 N�up!+R+!ray, 71MpGw_w!rpnr!ww',"!....r,•.^... ...,.:r.,,....:;,—..-+..u'.•• wxnrytax...r.�.w:+�wM1p 1. .,zt,•"�,,,`ry�b'.at.�S� pg �lt�i 7 i t°1`r,�,� fa*) �. .l. �f s,,"t Zl t ` t. 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Gi.'�.j ..y17'1,,'� :t>i a;e'itrY"arf�„� x•:?,1r;�1>`,•PCS's?el?��+.< c.,�5j'{. ;.it' 1 }.n t. f ,rr�, t ,,° t .S" vk qtr..."; 11111N4_ � .,a.'N� ��5•f. ;7:+�;' .,rg�ae.,. •'t�• .t } { r� :� i� �".s a�, t t ; i 3"t i t ! x- r '�'' "xt». 1; :x,r1��q �tj ,c,•:.�:'!t,.i,r",,','ti�•i;.:i;�'°1:3 n,��L]3yd(�r��yJr Sy r t'':jir .lr!','tr th�� tt 1'i it tit<> � u�,xa t t 'f = ,:r}.i� Fj L� ?i!.�o,I v'� y fi r�:Y ttd� t�� <A ni`n�Y (sl",3Ci� >51a J[rS � s !.t .F�, t. i ,er s i k •, r i + ;. ., t { �j 1,� ' .{ it � .; rY it Y , '•i �? ,:�'T} S �, ', tf�.1"t•'.III7Y 1 s�1��F"iQ 5`f•A�."` f ••ry :. ...' `i 1.. .. ) 1 tl' :51 S�i1�l11 YyJ' .Yt. ! .=y..f ) <4,: i ''YA t 1�e� .5 t.'t3 lt`S,T �f .1�, �,y.,c, t f ..„l; 1 i+ r. ,,, t :}, !1' r k 1 .s Ai;`yµ'},7••��7't,;k�i�{��tlt}:P'''�`'' !fir:•;t.I I:9'✓ 't,„' 'r v,!~rt,rf li"'if,r"JAL �,C'4 t!, r `)< 'i .t r i �( F:'as It.1 {`,`t ', ,{frtE�t�dt},q�C+ ''.�''yJixt•' : .,5,rt .�'�, ;;�,z.�A�M1"_�' •g'��' id•}tr,: �+.•� is Iy i, r t' { a'^)..aett ,t �1�1+yr$'`t.,.t,��,?` f}t51. '.1 t ,,,.,.;.«i.:+idM!rl7fviroN,».,.n....n•................. r„ ..,t r ,I ..n..n„ ,r:,,,,s.,... . w s I , .,' .. t„f,R1 4 >'.(t:19�i`+��k{i��rS�i�y.�:{bt� . .... .. ..,” _....•.".. . ...., .....".. ,,,.,........ _....,.. .,..,:,..,ur+,.,.r,.c,«:.w..,e.,.nai,.,,aTUr+.:�4 J..,.l.'37.:.a..:.:i.a«.+uw:M..c:,�r t F�•� •� } 1,,,;`� ` (.i mF;,1j•v� riJ WATER POLLUTION CONTROL FACILITY EXPANSION `S CITY OF JEFFERSON,MISSOURI d. Sherwin Williams: s.H 1) First Coat Pro-Mar 200 Latex Wall Primer B28W200. ;j 2) Second Coat Classic 99 Wall and Trim Paint A27W. xs3t= + e. Porter: 1) First Coat 63 Super Drywall Sealer. (( 2) Second Coat Vinyl Suede. ` 2. Gypsum Drywall, Semi-gloss,Alkyd-Enamel: a. ICI/Glidden: 1) First Coat Spread Ultra Latex Primer-Sealer#5111. 2) Second C oa t UH 8400 Ultra Traditional Alkyd-Sem i-gloss ;ifi''a�• :. Enamel. b. Moore: r ' ?;z .., F3 ' I) First Coat Regal First Coat Interior Latex Primer & Underbody #216. 2) Second Co at- Moore's Alkyd D ulamel#20 7. C. Pratt&Lambert: i• �� SS�j��*.,xr�K�.J y.. its it' ) �.,t��t�'""(ytf•,..,'� 1) First Coat Z/F 1001 Su rime "1" 100 Percent Acrylic Multi- Purpose Primer. 2) Second Coat- S/D 5700 Cellu-Tone Alkyd Satin Enamel. � lryt+•t�{��r IL s d. Sherwin Williams: ,,'lYV ` , 1) First Coat ProMar 200 Interior Latex Wall Primer B28W200. (�'''`ti' `? d 2) Classic 99 Interior Alkyd Semi 1 A-40 '/ `'` "' p • Second Coat ky -Gloss Enamel 3.9 PAINT COLOR SCHEDULES A. Room Finish Schedule, Drawing A-42,designations identify paint finish and color. '!x'1.1( +6"" '� S ✓S .fi�t� ,`�� {l� �Zi��-::i•L. 't: r'��,kii,ili 3}f's:• END OF SECTION 09900 .,,,V Y1i,�Y1�Y r •.r{4 :,F:�� •-`�}`SAC: � tF^ ,' '��- Af C5-4199-00 09900 - 17 PAINTING '4 RO 3/19/01 �rf> x ;t A.Y• }t.,ct#j�'i_14,�.' i""":�. 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'� h. �... �, irf' �t:11 "{li '':r, ,<�� ;f,Y�- r�.i.'�J 7.;5.', .,t. >:j;t"' :�tt 3 rt•!, t' i t.>, y�s ':1+ ( 'L.Alt f. {}'ri:1 {�1r'al•� 4..f.r .1}. .1 �i�t:.-y'f'F'^' �.{tlfr 74(' ,:1 ,,,:,"+ >i 'I�'!'S:: •t. , ..y i't,�"„j:v;t:f',. ] n� . f `tr,{,,. ,}•t. Y,t, n: •:t.�;' tl: +t. SS t. { .rl. +`y\ih r•.,1 r.= :•S ��riV°:1..4{ .J+c. �t N.,;ii -.Se '1:=�> •rk..' =':!r :i.: .%tsx ".a '� :t: .t i !ti• } ,„y;.i„i '•,1,`.;:�:,',t✓, i aK ,=�" .h ! rit.- r t7 1 t` ..4 „I7*� ,�h 1.tt ,+r., r.•:.ti^' .'1 .} 't. < .;," .( .jtF.,,,s••;�;T.:,. ,�, t:' .�;.t�:.tGa ..ta`d(`4.f�C`5. „J.d..,, ^�` ' •r+- d�6,. gyp°/;r.;:'. y(►.;T• rt..lg/,.. *'X{}�"r; ;�'r�'J�•, .;''4r „.;r.;,,� i' t. " ; 1: ;G=.t t Aa.l»'t:r�i'.t;..r� ,�/ �•,.n;•_y.:,� .u,•'�'t,�'rw��t"}vs •#�'"',. C,:. 'r)L° 5. s57 .2 t. � :7 fit a.. ,1. s.t•. ,t ,}.,,k, .# �,�. {�,i..,: ;d X .'M.' •,'h r.!?-•.:•gx+xSQf.. •� sa,...,". } t'i,t ,.� a 1 t a I +r t!. :yr+ � r t •'t7 >i :t;r �A;bp�,SS j•.,t t A7't f.. t 4 ,i. :i. ``1 '•t ?)i.i.. t ''t,;. rr P '1• t,f{ },Y��. t Y } 'y(,..,n'�')?^...,.. ! }f'1 �= rat, Nfi [�"� r t .:��-L J, •s: I' ,. ,�. ;'1'. ,S' etti- ,hi, t.s.r'r 5. .lh ,..t a};:etr?'E' '•k f ! '� f ') it,P 3:,: r� i aC S Y s .•c .s ! ,! 42 s 1 t.1 ,!ti,s i+, kit i 3 \"Y S� if y t t Y s . ,t•r. +:-.:....,,. � � ,...�....... .. .... ._.,....». ,.M,,,...,„..........r,,,,...., I-:., r. ....,.wi....—.sl.. h J.. 'hJ t.i?. .u:.1✓++AAYW,hl4\.nV inxw'�r.�.iw.rrti..«.w:..+. ,..•�"^' -�... .. yyy� f WATER POLLUTION CONTROL FACILITY EXPANSION f f' CITY OF JEFFERSON,MISSOURI SECTION 10100 - VISUAL DISPLAY BOARDS _ PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and • `.i Supplementary Conditions and Division 1 Specification Sections, apply to this 1 7 Section. 1.2 SUMMARY ' A. This Section includes the following: 1. Porcelain enamel markerboards. 1.3 SUBMITTALS A. Shop Drawings: For each tYP a of visual display board required. 1• Include dimensioned elevations. Show location of joints between individual ktiyl^�ris''t' panels where unit dimensions exceed maximum panel length. r 2. Include sections of typical trim members. 3. Show anchors, grounds, reinforcement, accessories, layout, and installation details. B. Samples for Initial Selection: Manufacturer's color charts showing the full range of colors and textures available. a, .��;t; ��^'(iii`,tn�"�'•,:, �•' 1.4 QUALITY ASSURANCE : ,;i,}`� A. Source Limitations: Obtain visual display boards through one source from a single t Y, zsrs manufacturer. 1.5 PROJECT CONDITIONS " A. Field Measurements: Verify field measurements before preparation of Shop Drawings and before fabrication to ensure proper fitting. Coordinate fabrication schedule with y� P P g construction progress to avoid delaying the Work. 1.6 WARRANTY A. General Warranty: The special porcelain enamel markerboard warranty specified in this Article shall not deprive the Owner of other rights the Owner may have under other provisions of the Contract Documents and shall be in addition to and run } t. CS-4199-00 10100- 1 VISUAL DISPLAY BOARDS RO—3/19/01 �'r4.3; rvn..w..MwwMwl+eY+!-^^. °"".-•wxeenXwn+rM'w+r w...l�+�.r« l -^` Y `'„''''F�:J. �"_' jy`P}.' -r`�;1„'};y"y'th t^' ( :4 y -{,t. r k,x 1 .M1 f t tlt , t.. 1 Sa'•c.rt`y'rr.rF1 k,#4..,. .j ��, } �l,.i'l.k;.r^`i.. ,�..:,: t ?� ..� -�.'�a n. �:�'.` �'.:.' _, s'.,.fa;r.,^, f+ et .!' ( •; 3 ,1 ityr <;� ,o,.'.�/ t} }:'/,'";,ii,, J; 0." ;�SSY ,d"�.ii+'ti 5 �� S'i'd 1� 'ly,k r '+'t', t 1 F ) :,> }. .! �.:,: vr�'' j i .r t'd�:.j:�•: 't ,f s�ita.�.?. .,.{ {,�,. 'i[a :.1- dt ;4, Y`�, .4s. r :a ! "s � 3 6 •.r' c l r, r d sl'��.};-; 4tf. ` ,.ti,.'. r. '1 .> �,,t7 �,, �. ��:�i?;�,E{:rt c�ir�,y,. '�k�u `:•'4 ,fir�i':•.tpvt .,{., rs. �t1, r .. ' '.� 5' � } ,try{ �..v .�„�,r�ss� n.r"��.q-.rx I: $ r h cr<�j}: .ti. S.,t J aQ', y^ 1 e t i�4 'r a rt••7; Y�'f';;,''";",,,..,:�..,.ti yLak,. tl-dk t:5�� .a. <n ...-` .! .h 1 rr �a t ," .c' t �},ti•''�r'�tx t f .tt �'�•,r�`�' '� t` i , , t7 , t !:� ;{ .r t t'z' �3`Fa,��t..ti fy :s{i1?I'�!Y(' } f`j��'�,�,c�f ,� 'c�"f•+:. � :}� 4 :7. , ,.c , 1 t' .t r ! Z',irk �r 1 t tr ,�i.1/J.7� J,r{�iyi,rlri:,y;,�t f t :,,7 y Y.t. � ' ' tyi ;z ( ; � s t... } ✓ .r,�?t v t ��j�r K t Nr��..44f y:,,re.....,....•,..,w.........:......,.. .,. .. .. .....,.v....,,.,..ee. . esr. ......ae, ., :r-si•.ws r=t z,..�„ ...,._.. .,...,,,...>nr.n+nnr✓.:vn„r„..:..,c..,-..,-. ,.... .. ..,...... „ .1, .......«rvMM7�}i�.�k'�; .'..s. 4 .1.J:�;'�' WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI concurrent with, other warranties made by the Contractor under requirements of the = Contract Documents. Y B. Porcelain Enamel Chalkboard Warranty: Submit a written warranty executed by ; manufacturer agreeing to replace porcelain enamel markerboards that do not retain their original writing and erasing qualities, become slick and shiny, or exhibit crazing, cracking, or flatting within the specified warranty period, provided the manufacturer's ,;: ` • ' written instructions for handling, installation, protection, and maintenance have been �> j followed. =� 1. Warranty Period: Life of the building. PART 2 PRODUCTS .y{ - ,:° 2.1 MANUFACTURERS f yrt A. Manufacturer: Subject to compliance with requirements, provide products by one of the following: 1. Porcelain Enamel Markerboards: + a. Best-Rite Chalkboard Co. b. Carolina Chalkboard Co. c. Claridge Products and Equip - ment, Inc. d. Greensteel,Inc. r;st �;•.?;;Lti :. e. Nelson Adams Company. f. or equal 2.2 MATERIALS A. Porcelain Enamel Markerb and s: Balanced,anced, high-press ur e-1 an i inated porcelain enamel chalkboards of 3-ply construction consisting of face sheet, 7 core material and backing. .> ,Fir ��•(�.j-,.'r 1. Face S h ee t: 0.024-inc (0.61-mm) enameling grade steel especially processed essed for r« temperatures used in coatin g P orcelain on steel. Coat exposed face and edges tezft,• `1'f:`'!�}''!.:`'5.�`��="�rri'�;,r."}•.��A with a 1-coat process consisting of primer, ground coat, and color cover coat. Coat coi,+•ealed face with a 2-coat process consisting of primer and ground coat. .47R Fuse co •r and ground coats to steel at manufacturer's standard firing ` .j s, es an 1200 deg F (649 deg Q. temperature but not less th `' 't " a. Cov,.r Coat: Provide manufacturer's standard, light-colored, special writingiyi' surfe -e with gloss finish intended for use with erasable dry markers. ( -) particleboard core material complying 2. Core: 3/8-inch- 9.5-mm thick, n with re uiremeni of ANSI A208.1 to `Y M q , Grade 1-M-1. C54199-00 10100 - 2 VISUAL DISPLAY BOARDS RO—3/19/01 y '�,y � �F" .. •-•�^•»••+.wra•.+n>,aaaywcac tt�murrr,cm�l�un.'am[aw+slrw,t, , •••••,.MUw�.rar...r..w+w. r t .r^nr-.•r( ,r•,•. 'r t. t�+x�;jtt '�Yx{{i� 7 J i ,1 r 1. ,.y ...1. f {. , ,L >? '� ➢ C.W.ztr:.s', 1�^�-n� Y':1 t'J, 17 v Jt.T.r+ tS -? ,1 '"{ t t :)� t: j', ,j fr r y°'74'17 (K i}T?*'tr�,'W.,r?1•,r'�• ?i.;` , 5,d,, I K�A��„ r}'^ i�tr � �`,ay� y r 9f t K F 1, '4 r 1 j Z:.. y;• f i Z 9} tr x s c 1d�r +r 3rr( Z"4� Sx��. r .S, �:,., K. 7;rt i, � r. .r •+. , 7 s .. Px, , � h ! .. + . t ti;,r� E1;a' .�!A�.iLV,:":t..,�ry1'aRl�" X hl�*� t� t+ t i 1�{l , • r yj3 d ct ' ....ww....,e,rwNw,iu«.k.m..... . .' „r•...,t...,.•.," «.,. ,. ... t,n.....•,- ..,.,..,.... -,..,. i �. . . ..,._....... ., '.. ,..........�v , .»............... . .,....,. ., ... .,.... ..... .. 'w,.: ,..� ... +:.:«:a...,.,t...;.Y,.0 t !t c.,�t'',xj3t t.' { ff WATER POLLUTION CONTROL FACILI'T'Y EXPANSION I�. '.,,.';•, ! CITY OF JEFFERSON,MISSOURI 3. Backing Sheet: 0.015-inch- (0.38-mm-)thick, aluminum-sheet backing. "t ' 4. 'Laminating Adhesive: Manufacturer's standard, moisture-resistant, thermoplastic- type adhesive. ` 2.3 ACCESSORIES '•Y a ..':! A. Metal Trim and Accessories: Fabricate frames and trim of not less than 0.062-inch- ii (1.57-mm-)thick, extruded-aluminum alloy, size and shape as indicated, to suit type of installation. Provide straight, single-length units. Keep joints to a minimum. Miters ;h�r�,n•. corners to a neat, hairline closure. -� 1. Field-Applied Trim: Manufacturer's standard snap-on trim with no visible screws or exposed joints. 2. Chalktray: Manufacturer's standard, continuous, solid, extrusion-type, aluminum j chalktray with ribbed section and smoothly curved exposed ends for each q .J chalkboard. i tk 2.4 FABRICATION ,J, A. Porcelain Enamel Markerboard: Laminate facing sheet and backing sheet to core material under pressure with manufacturer's recommended flexible, waterproof - adhesive. ::.. ✓' B. Assembly: Provide factory-assembled markerboard units, unless field-assembled units are required. I. Make joints only where total length exceeds maximum manufactured length. js3 ' ;ft`, Fabricate with minimum number of joints, balanced around center of board, as acceptable to Engineer. �,r:,;,:;.;•:r:;.;:�,��;; ,. 2. Provide manufacturer's standard vertical joint system between abutting sections of markerboard. 1 3. Provide manufacturers standard mullion trim at joints between markerboard. 2.5 FINISHES jj f�tls 3 r ;. f A. General: Comply with NAAMM 1 s "Metal Finishes Manual for Architectural and Metal Products" for recommendations relative to applying and designating finishes. ' .r B. Finish designations prefixed by AA conform to the system established by the Aluminum Association for designating aluminum finishes. C. Class II, Clear Anodic Finish: AA-M12C22A31 (Mechanical Finish: nonspecular as i+r°.;z't:J`€�`r�`�t!:•., fabricated• Chemical Finish: etched medium matte; Anodic Coating: Architectural 'k' j �'r' ht Class II, clear coating 0.010 mm or thicker) complying with AAMA 607.1. `• 4 1. Color: Dark bronze. 2. Color: Black. 4t .�txst>u,,:, rS}�SF's i•�'t,i• ,. w CS-4199-00 10100 - 3 VISUAL DISPLAY BOARDS At'.l RO— 3/19/01 �� ✓ t rr � t ,.�....y„ ."„�„-«,�,,,., _ _..f,..,,.a-` , ,1;'"7't'.f"•"hs'^'?,'t! (k'Sj i'+}�r a�! • .iML:H�MCaiMw,.N• T �� l4' V 1 1 t 4 r t'3< ✓t 5.Y a tI t x e y�x.�lt . dYr fiY�.jR.•�.', ,r tti��a .� t..: .t j.� .,. E't ( .i• t ,.;s,� i .s..�7 j rt �. jJ � t. `t��S11Y l.!`' 7 5"4i;! �t[*s•. ", .yr�r •li y,;.?„a +Q< 1. ,ir; i.�:=: r is 7 'r ., '.ti 'ti r'c y' ��(�...5,,�ti�i;�,��.,a S fi�,r ifs( -.'•�; S t <<:hit,�. .i a , M' t �i i t t \li ,. 71 9} k t✓t �v.d: f�k „_. ,4E�;s4 r »s A� r it' 't' ! i 1 , r.4• � 7 k ,,' { : 1 F,,(f+ v 7' 1�'t•, ti sh. Afy;, 4, WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI PART 3 -EXECUTION i r. fir 3.1 EXAMINATION A. Examine wall surfaces, with Installer present for compliance with requirements and P q other conditions affecting installation o f visual dis play boards. I` Y I. Surfaces to receive markerboards shall be free of dirt, scaling � g Paint, and projections or depressions that would affect smooth, finished surfaces of "rW, j 2. Do not proceed with installation until unsatisfactory conditions have been corrected. A ION ! 3.2 INSTALL i T A. Deliver factory-built visual display boards completely assembled in one piece without �r{ joints, where possible. If dimensions exceed panel size, provide 2 or more pieces of { equal length as acceptable to Engineer. When overall dimensions require delivery in separate units components � p , prefit at the factory, disassemble for delivery, and make ;7Q final joints at the site. Use splines at oint maintain j s to ma n surface alignment. ` B. Install units in locations and at mounting heights indicated and according to manufacturer's written instructions. tuner ` Provide Keep perimeter lines straight, plumb and level. �__�,•;;t��„ ^�}`� {+��:;,, grounds, clips backing materials, g teri , adhesives, brackets anchors trim � and > > yc , �4x accessories necessary for complete installation. (X,'1V°TJt!Lily ��Slai 1' C. Coordinate Project-site-assembled units with rounds trim g , and accessories. Join parts with a neat precision fit. 3.3 ADJUSTING AND CLEANING A. Verify that accessories required for each unit have been properly installed and that operating units function properly. {, 1'��4;}� B. Clean units according to manufacturer's written instructions. i € ` `g R END OF SECTION 10100f�.� ` #: fry '1 4111�,' t a C5-4199-00 10100 -4 VISUAL DISPLAY BOARDS RO—3/19/01 �{�s11 [�' ,� ?kY'�>,y2�'''yyn'�y +is;� .?: .'i}.rt. r rkt;t(yk « �.. si'3•' , fat"t ��i y>��;t?'��'{ •��''','��{1. �4 � OR" F�f+ln.�.t�rjK��Y1pt{{�} ki tY'•i4t#':fr�{Vii. SSr�'i Pl.} F,, ; ;r �t ,. t t, t'{r?vf < y� = Z .',t �,1 a ant. ^ia� �Vt}��t f 1{''SS+i�i't=b��` '�+ �`�Sfl•'�'�. t� ` a tti�j Syh iy�'F, .F tier ra�17,y+Z;..i%'1. ry t 4 .::k I .fit t f. ' ft ...t I� i. „ t .✓ �.h�'15. f� �f.tt .`tX13'{��t ti �i!.�y�.t,,•ppt4i,. � r'rl+ 7. t�' S `` >r r�3.�. t: . i r..':�7 f 4.. :_xy } .{ w 1 r f ,1• �t T .{t;rf t yxt 5 fprj'�{f . •sr{rYax SI 't t F.� S y. r ,{ ,fz t ' i r t' y x t :gr 5 TI�;,r f t 4�.x,({dx ratykr�x t 1 •�^ v 't� . ^ { , f M1 .t•�� ,.. , , t _ , s t t .,i:�.� , t .ks yi}�1i7 i s� � '.�?, t. x t.. f; qty t } i •j_,a, s..l......,.«..r.u'w+a�-vr.:..,U,y..._.:.. .., ...• .....,.,„ �' r. , f V i, .`; ., ... .• . .. . ........ .......... ....,..,., rr .•,yvw.•vr-•dam,,.xe.e,'.a.t.w{wsa..e. y.._.�.r....,.w....».wn.ryLi.1 ' jn f 5 �r��. WA17ER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, EUN, MISSOURI SECTION 10155 - TOILET COMPARTMENTS PART 1 GENERAL :1 1.1 RELATED DOCUMENTS A. Drawings and � g general provisions of the Contract, including General and ``�'''_"`"`�'{ •'' �.��s�,�xC i ii; i7 a Supplementary Conditions and Division I Specification Sections, apply to this Section. J # 1.2 SUMMARY ` M A. This Section includes toilet compartments and screens as follows: Type: Solid-plastic,polymer ymer res 2. Comp k r •. _� artment Style: Ceiling Hung. 3. Screen Style: Wall h '�''f-:.,,A 4. Shower Door. B. Related Sections include the following: 1. Division 5 Section "Metal Fabrications" for supports - that attach units to overhead structural system. :k tft4f' 2. Division 10 "Toilet and Bath Accessories" for toilet paper holders bars, P P grab ��,:;,•.rf:�:., >1 shelves purse , and similar accessories. SUBMITTALS Product Data: For each type style of toilet and ""1 and screen specified. s{,,'.z ' d Inclue details of construction relative to "� "z•':k,„4:. '„ materials, fabrication, and installation. Include details of ancho rs, hardware,dwaze, and f aste nings. �r;�,} ^�,;� .,• r•_xi' B. Shop Drawings: For fabrication and installation of toilet compartment and screen assemblies. Include plans, elevations, sections, details, and attachments to other work. �'!%x"•h+'��';`�%��:`'` •� 1. w locations reinforcement Sho ions of reinf ement and cutouts for compartment-mounted toilet accessories. C. Samples for Initial Selection: Manufacturer's color charts consisting of sections of �1 units showing full range ��r��t� �,Y�. • actual win the g g of colors, textures, and patterns available for each e of compartment 4� type partment or screen indicated. D. Samples for Verification: Of each compartment or screen color and finish required, 4,,i,fir. prepared on 6-inch- square Samples of same thickness and material indicated for ,•#ytiphF'gi@ ,1,.; y Work. 'r"h' 1y { i;i�. �5� ,�a�t,��rilw.r,;•. C54199-00 10155 - 1 TOILET COMPARTMENTS RO—3/19/01 �F AA .; r.J 'i t4. fr� z � 7 ',^ 1�4 (R)'1 if ..f t i�(.,, �t � .1 1 , .! w-trrennw+n..+�« ' i f 1.^'^e•-� .51 iT' F:r ;�.�rti�l�fi�S'�1Si. ,x,.,„�rP, i t. :u' r, !.�r ,a.' a. r t s t '* .r 17ti;,•?i r' 1 t v7 �LtiXe } � �'.. ;'r •'.f •! .,� �,tptn;r>^v'� °.'rc t•;g ,r5 7°{. ��.,i' �;. i,�� ,�LSrn�v+;°+ ,+ ,(,ir 'M1� 7 .> s x >r 1 } 2-.r} cF r ta,r �srn�,4:•s?„ r'h per){} 1t dtr .i t�;• 7"�.•F f.,:yr iw r. � r. y y s� f S .CM1� :f••, f t j {..� .1,r..'S ir+ .t.•�.(. � �cS", 7 �.ot rf:u;i'Itfi��5+ •,4:i.,4+.f'�1'llf, NV '�t�r, .iy Y.}:111.. .i ,?.�... r5 r4,?r ,��.:t +( � I. sir.,t, if� :.Y 'CIt1 $•� rt. A �{ '�1�r :�?:��^ 1 r .i '.t '” ;, .r I?k�,.tn. �`14 }'{c��4'{<<'ct k�}�;� it 3T •^'�1•,�t. 'pit. �at, i�t}•.�.. ,{ IM1 S r'a ' ��<.'. ° .• i t,e� .t r' � :n"'t Y' �� j.1.�t � r •�.�f)r nf�':7 �. � Yt r?��.'.. r't � M. ,.�'iti ,d ,,',y''+ f. 4-' rr .i. { ..�' ..,ii .r �(. ;y+:• ,,�cri.T w 'j:'S�. t 4�,r.r•4.,r,li.,i«,��..5, y.?`4`�, �'>5�+�,,:"'.-r gh'il, •s 7,<fuy�`.ts'.'',...� � •.a 'S, '� 'r• x t ..r zvil:{::;,r r.t. .fit .;JrF• fus,-.'f�s•s �v k`,• .tx,? ?j 1 4r. "' 4U s" r~ is, s t { r i :.y (' .! i u {.L. f F n°' kla, y'r ,7• .;�'. i;,. ;i., r"< F �{ M1 t x: r }!s' .1 EI i;,�i a 5 r r,�, .ri:. ��k',,ry "d .pF¢ ,t ,<, ,.>� a ,,• S .! t. {•r ,,{9., i, ,�.: is r'.,i.e.. 'y'•:;rf:°.i...n�4"-f.1r`rrly ,K'... C c f{y1.•t, .:j.,;.r!ar�'•ft:. '� .t •'4 :. )C� ,'7,f� 'i},,H+yCtiylM' .S'y5 d2f. fa..%ri, .r.,•};•li ry r+.i f r 1 t. � r.„..� r <J: .r 'x: ..y o $std }iix 2 7> ( ! rc ! ,t i :f. .9 4.f r 5'��.'wF�I ?� ,.e •f. '. � i y /' fi{r � ,' 1. ..z• 4 �i� 7 i,_' .� 1 .'!,' ._ � .: 'r 4.is T. '...f .yx{..�3 7 i�.t Ff ��i�y;Hf�is�i SsC ut1.1�75Fy1 ... r y �--•.,w.+5••aMAl1 x -'t 5 '1 ,,r Y d , ,! Y ... .. '. : ` '� 5✓ � ' 'd 143� l�S6Z �, � i!t� 'f, Y f + .. ,. .. '1.1 �• � < t 11.hr }i ft �,, .. ... ar v1:r'. .-... ..., ......,.. . iwtcK.f+.e-•s:+.�-t'ra ..+..�. +t....5.....w,..3.v.,..».wn kf.7 ':r ; f� t`µ r WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI ! � 4• t ` ! 1.4 PROJECT CONDITIONS .. i A. Field Measurements: Verify dimensions in areas of installation by field measurements , ! before fabrication and indicate measurements on Shop Drawings. Coordinate "i fabrication schedule with construction progress to avoid delaying the Work. 1. Established Dimensions: Where field measurements cannot be made without delaying the Work, establish dimensions and y g proceed with fabricating units without field measurements. Coordinate supports, adjacent construction, and �,�•,. ±� ..��;{;� fixture locations to ensure actual dimensions correspond to established dimensions. } r 41K PART 2 PRODUCTS ' `j 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide products b one of t the following: 1. Capitol Partitions, Inc. .� 2. Compression i Polymers Group; Comtec Industries. t 3. Santana Products, Inc. t 4. Weis/Robart Partitions, Inc. 5. or equal y}+t rt�y1 2.2 MATERIALS A. General: Provide materials that have been selected for surface flatness and • smoothness. Exposed surfaces that exhibit pitting, seam marks, roller marks, stains, F9 discolorations, telegraphing of core material, or other imperfections on finished units •:1' yaks are unacceptable.;; n•,•JF r �>� JJ B. Solid-Plastic Polymer Resin: High-density polyethylene (HDP E) with homogenous �,_� ��•°�' ''"• color throughout. Provide material not less than 1 inch thick with seamless construction and eased edges in color and pattern as follows:" 1. Color and Pattern: One color and pattern in each room as selected by Engineer from manufacturer's full range of colors and patterns. " ;}�; C. Pilaster Shoes and Sleeves (Caps): ASTM A 666, Type 302 or 304 stainless steel, note . , less than 0.0312 inch 0.8 mm thick and 3 inches 75 mm high, finished to match hardware. f `' 1. For solid-plastic, polymer-resin pilasters, in lieu of stainless-steel pilaster shoes ; fr" ' and sleeves, manufacturer's standard plastic pilaster shoes and sleeves may be provided. C54199-00 10155 - 2 TOILET COMPARTMENTS RO—3/19/01 ++ `��"�f�:tir,5",us�"��y^g'r'""^""""'!^++.M7 !vrn?MTVFtti+lWwMtKti11Yt9 f+k7�1:3RVRG'S•n'wea-e,.*n±m 7*' •»+w.:..w..wwraauwuva+raprat N Y Y 11 j �i`�S't 4}'�lk. 1�^`f f k3 dl�•i ' ;1.1., :f t 1 f ) 7' S a.iii�'t frt. ,F r Y. 7. ,4 t'1 r l.��yyJ• 0` {g� �� ,:7l'�. Nit a 5.t s t j �+ t .:+ r r .1�lrsr t'� :'t'✓ { '�3r lv,fir ' SaS%jC �� sr a �� kf •r 1 1 � t 1 r S t S s 'I {Y� Sz '� :t t a:,xt�t�15i 5'� .d"'�t�'1 1 �1 ! 1! 1 t F 3.11•); t .. .. ............. .,.-,......,., Ar r. ....x -n.,.5 ..... •-... IMr..+nv... ." ..,,.rv.M.l l>•Iwvvxh ':f '/ WATER POLLUTION CONTROL FACILITY EXPANSION i CITY OF JEFFERSON,MISSOURI y J ; D. Full-Height (Continuous) Brackets: Manufacturer's standard design for attaching panels and screens to walls and pilasters of the following material: 1. Material: Solid plastic. i Ex Hardware and Accessories: Manufacturer's standard design, heavy-duty operating hardware and accessories of the following material: t` ` 1. Material: Stainless ss steel. F. Heat-Sink Strip: Manufacturer's standard continuous, extruded-aluminum strip in � manufacturer's standard finish. G. Anchorages and Fasteners: Manufacturer's standard exposed fasteners of stainless _'a;; ti•s,'"+" steel or chrome-plated steel or brass finished to match hardware, with theft-resistant- r , type heads. Provide sex-type bolts for through-bolt applications. For concealed anchors, use hot-dip galvanized or other rust-resistant, protective-coated steel. 2.3 FABRICATION A. General: Provide standard doors, panels, screens, and pilasters fabricated for compartment system. Provide units with cutouts and drilled holes to receive comparhnent-mounted hardware, accessories, and grab bars, as indicated. B. Solid-Plastic Polymer-Resin Compartments and Screens: Provide aluminum heat- sink strips at exposed bottom o prevent edges of HDPE units t p S burning, 13 C. Ceiling-Hung Compartments: Provide manufacturer's standard corrosion-resistant anchoring assemblies complete with threaded rods, lock washers, and leveling adjustment nuts at pilasters for connection to structural support above finished ceiling. j Provide assemblies that support pilasters from structure without transmitting load to PP P : finished ceiling. Provide sleeves (caps) at tops of pilasters to conceal anchorage. ,A,rY a�rr D. Doors: Unless otherwise indicated, provide 24-inch- wide in-swinging doors for J standard toilet compartments and 36-inch- wide out-swinging doors with a minimum 32-inch-wide clear opening for compartments indicated to be handicapped accessible. } k + { 1. Hinges: Manufacturer's standard self-closing type that can be adjusted to hold door open at any angle up to 90 degrees. ` 2. Latch and Keeper: Manufacturer's standard surface-mounted latch unit with f ` combination rubber-faced door strike and keeper designed for emergency access. Provide units that comply with accessibility requirements of authorities having r ` jurisdiction at compartments indicated to be handicapped accessible. 3. Coat Hook: Manufacturer's standard combination hook and rubber-tipped d prevent door from compartment-mounted ?' , sized to re '��!'•>; ' s' om hitting comp -mounted accessories. 4. Door Bumper: Manufacturer's standard rubber-tipped bumpers at out-swinging doors or entrance screen doors. C5-4199-00 10155 - 3 TOILET COMPARTMENTS RO—3/19/01 j' t ,ft[{itk (�ft1X 1'1{taf•+nr(mw.«.,.........,'+•nVr.+.rr..,•x.1v..-..•._.._. ., .,._ ..... ,a .". .. ....... ... .� +� � '.1 , •� ` ru+t✓W'FxsuMrsum^4-•— +.asl?'c.r t �'�� ? �! i, �� ✓ k{{, , � + i.rl i L. � t � 't� '1 tz h�,{,t1 r. i ' r e ,e.. r , t .,. � »J t7.44�w}F•s f i.,f� ' i 4 - � 1 � .. � 1 "rl ltt -. t { e•4� �.�y t.,. r' y i:t r ; s r' t r5t sj ys t'�i, .� i.,.'w.,... -.,..t..wt..u.r.,...tn:rro•r.�.... �...,.»... ..... ,. .,..,.. ,t+,�.,. ........o»........,_ ,wt.h•ru�Anl' .•aF.rvr.,...r.... .. ...�.a n.1t N�IMT�^:FMWn!•arK be•:••r•v ...,...c.... .... ,.a... ,,,,u...A+MrtiTN+f.� "hG i �t Si�fi'f.: it WATER POLLUTION CONTROL FACILITY EXPANSION Ed, CITY OF JEFFERSON,MISSOURI ' n 5. Door Full: Manufacturer's standard unit that complies with accessibility requirements of authorities having Q g Jurisdiction at out-swinging doors. Provide units on both sides of doors at compartments indicated to be handicapped t` accessible. ,;' ,• '' ; .: PART 3 -EXECUTION 3.1 INSTALLATION r A. General: Comply with manufacturer's written installation instructions. Install units 5} rigid, straight, plumb, and level. Provide clearances of not more than 1/2 inch 13 mm) between � ��: n p lasters and panels and not more than 1 inch 25 mm ) between panels and walls. Secure units in position with manufacturer's recommended anchoring ' devices. 1. Secure panels to walls and panels with continuous full-height brackets. Locate wall anchors to occur in masonry or tile joints. Align brackets at pilasters with ' brackets at walls. B. Ceiling-Hung Compartments: Secure pilasters to supporting structure and level '`y"'S' plumb, and tighten. Hang doors and adjust so bottoms of doors are level with bottoms �.; ,f` !' FthsY of pilasters when doors are in closed position RW _:c C. Screens: Attach with anchoring i g devices according to manufacturers written l instructions and to suit supporting structure. Set units level and plumb and to resist � lateral impact. 3.2 ADJUSTING AND CLEANING ;' A. Hardware Adjustment: Adjust and lubricate hardware according to manufacturer's written instructions for proper operation. Set hinges on in-swinging doors to hold t��.tvt,'4r,:tis kt open approximately 30 degrees from closed position when unlatched. Set hinges on r? '; out-swinging doors and swing oors in entrance screens g ens to return y position. to full closed B. aj,e ••;zriat,3 n irh�(i i''FreJ f sit i rt;; tl;'n t� tF. � • Provide final protection and maintain conditions that ensure toilet compartments and screens are without darriage or deterioration at the time of Substantial Completion. � �y ,3�'m3 �t.d {r0.L7� sn 4; END OF SECTION 10155 . i{� 'rtr} �•j7�y»• u,,7KyfcA�tl f}� r�yyi� M tl C574199-00 10155 -4 TOILET COMPARTMENTS air ; RO—3/19/01 4= hr �'M11T r Y 9,i } f i«•kn f rwK.r+ava+n.wvn. xwMUwrurw/+wr n'on•...•.•..---- •-�.- ,..•-••'F'"' ^r�-^t 1' . 1.�.Jt•Y �I 1,aj�1 Y . 11..,e�`w. ,sil. ,r.l �':r` t i 'r t.~ 1f itt r/1,f`l.,tt1��!`f�,'...4tR$iw• ?� • t� Y: } �1" y S` kJ�{ ,h�'':�t 541ir'�r ,' itr• i� is t fit.' 4. t y t.,. ,a- .rr e.}.,i{ t, r 1 �� '� ! �C '; r t�, ,f.t-�,r � .�: / 'ry ft 'r.:tit S� 1 ' i�. z > r i t s ; � tt t��' }�te't,{�`•r ) 1Mnt� l !S Y i•:<f J/I t �t t _il 'f' 7 <. .t ft / � � li�'�S hY= „ �( a��,ycLt�Gr�� r t r i 's; .' ,'•: aS„� ..o,i c r fib YyY .. /t. ,i ;k,ytM1 �fi7 T+�•1.J 1<f�f�..l•raJ i.r.J. , !i'r th a Sri , a'.;'..,...,a....�rar++r6taw+wr.t.s....:....,r........... .......: ;. ...:.�._.;... „ ra .. r�.,.;. .,..,,,.,. ... ., �. .•.. .. ..».,........., _. ....<.... ......,.. ,.., ,,+..,,,..w�'n,nai.w„,�.,,..».w.�,...�. 'orv..,,a"w4ureN.si}l.,r!nw..d.l`It.�r`�„� WATER POLLUTION CONTROL FACILITY E PANSION CITY OF JEFFERSON,MISSOURI SECTION 10200 - LOUVERS AND VENTS PART 1 GENERAL 1.1 RELATED DOCUMENTS •.i r t{,tit*:,�#;;{•,'.t A. Drawings and general provisions of the Contract, including General and a Supplementary Conditions and Division 1 Specification Sections apply to this ��'� ` Section. 1 x iZ 1.2 SUMMARY A. This Section includes the following: 7 1. Fixed metal extruded aluminum louvers. B. Related Sections: The following Sections contain requirements that relate to this Section: 1 77 1. Division 7 Section Joint Sealants for sealants installed in perimeter joints , between louver frames and adjoining construction. �.i L♦t' —4 '. Ft 1.3 DEFINITIONS •' 7,lt3iif`,IYft'l:r,.:. Terminology: Refer t A. Louver o Air Movement and Control Association (AMCA) 501 for definitions of terms for metal louvers not otherwise defined in this Section or in w .,. •,..,,fit referenced standards. ' 1.4 SUBMITTALS , A. General: Submit each item in this Article according to the Conditions of the Contract C��k�•;},1°;c..,%�,;;�;, =I and Division 1 Specification Sections, B. Product data for each type of product specified. ',F;{, C. Shop drawings of louver units and accessories. Include plans elevations sections and details showing profiles, angles, and spacing of louver blades; unit dimensions related to wall openings and construction; free areas for each size indicated;profiles of frames at jambs heads andt` ''F'`{` sills; and anchorage details and locations. D. Samples for i on in the form of pry} pl s r nitial selection manufacturers color charts showing the w� .. . ;� full range of colors available for units with factory-applied color finishes. •�” � ' nishes. Q. E Qualification data ,• "'� , to for firms and persons specified in the "Quality Assurance" Article to demonstrate their capabilities and experience. 6r .�3tf` C5-4199-00 10200 - 1 LOUVERS AND VENTS � { kf �, RO—3/19/01 ; ��',•"plc`I,�;��1�»�tP:lklt�ln`+""""'. "rt w,`"r`"""`. _ i •+*!,.'.,�veetn,.wt. - .tr,•¢n•;",^,^•,",t,.q+w�wa,v�t7 t�rfrt �kz-f� ��>li )r�i{ ��',•'..s f� �t!. 1 j t. .`(j.tr t. "'l'.,,.{ c. c S' yyt +` Yr,'r}rlai�,',{fv.'ti,,�t� t�:�tf{rrI�ry�(,�Zt,��:.Y_ �I .r`•t i5. r, S?'�;•' �r43t n5�: '.t �;�K`u•,Cy r,,I,. .1.,1 YZ ..:. •../�ri.p 7.i i ' , ,� i cr��S ,.: ,.: +:,)r. . ;r... yt atY{ � 1„� '� A!;',•,t.. •�i;7•i ley t,;,+�” , i ,v !. is , .r, ( t r `b .4'I�:"'".,5„�.•.v f',t y, t.l} '.�` t t4' + r n f li ..[[S � �.. .,j..(�J,,,•:F��" >�1 �y Tf5 AL rs� 5. 4 4 ,t ..` 1 .'".� � .. .." ,` "" ..a � K f ,� �ttc•9f i t r-Y GYYI T^N lAfih,M`+fMw._MH>,L.iw,awrl..u• �....»-._....._.,.. ,......«..�,v.14F. • .'+,l a M:..t+ ..e �. �,9:� "e..�<vv l�:... •.:... ..... .... �... ....�....et 1M`MhN.�4V An.2•it1Ut.1AI Y•.�afb r{y+,. .... .w�w J`�•�'Rn,3eiF' i X1.1" A4A fi"t lCr�l.'< ate it WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI , 1.5 QUALITY ASSURANCE . 'i A. Single-Source Responsibility: Obtain louvers and vents from one source and by a �rW� single manufacturer where alike in one or more respects regarding e, design,� and factory-applied color finish. .' B. SMACNA Standard: Comply with SMACNA "Architectural Sheet Metal Manual" recommendations for fabrication, construction details, and installation procedures. k,=,,y :l;;f, t"Z C. UL and NEMA Compliance: Provide motors and related components for motor- , f operated adjustable louvers that are listed and labeled by UL and comply with applicable NEMA standards. i! 1.6 PROJECT CONDITIONS ' ;4?>: :+' A. Field Measurements: Check actual louver openings by accurate field measurements before fabrication, and show recorded measurements on final shop drawings. Coordinate fabrication schedule with construction progress to avoid delaying the C 'i Work. 'I 1. Where field measurements cannot be made without delaying the Work, guarantee opening dimensions and proceed with fabricating louvers without field measurements. Coordinate construction to ensure that actual opening dimensions correspond to guaranteed dimensions. 'I PART 2 - PRODUCTS r : 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide products by one of ' j'4;w 4 the following: ti4 t r �f• r•4f q' cf/;F SfL'' .�.• 1. Louvers: ,t � ? r'` ` a. Ruskin Mfg.,Tomkins Industries, Inc. (ELF375DX Design Standard). b. Air Balance. A . C. American Warming d. or equal +i 111.q 2.2 MATERIALS A. Aluminum Extrusions: ASTM B 221,Alloy 6063-T5 or T-52. B. Aluminum Sheet: ASTM B 209, Alloy 5005 with temper as required for forming, or j *,t as otherwise recommended by metal producer to produce required finish. C54199-00 10200 -2 LOUVERS AND VENTS RO—3/19/01 r.i 'Z-1 �� .i�tl.VS,�.},�'�a'�}S At'�r,ii ,=F t , \' x r r ..i tt' '!t.3r 't�ti'S.P�Li„,�t ..,x3'•r CP `r`�1 y�}n Y:.• �f4i3E� a w�,+!'rtr`''jtr7t� .t �.� ..'�� t. .t .t f.t � �i } ..� 1 i �1,� k • .>fL�n il,i?'�xir'sS tJ�. „ sl,y. ,t se ! �f t ! ., .•� 5 ."�, A"Z,i+��`"�^i}At�c i<iri�S,ja9 �t. fi 'k i:q�1,1,1,1 td i,ul d�;F}�,t,�,i• a� .s .rt t..iti i. r° �i P S jt �" tr7 �., :nf rr. �a } 1� �tk}7t{�t�s.�l��'�'ti;�`t�'�9r T 4 �J"�S r��°1:,'�'i+��1 �,. �k ,�YS < } :niY , Z... r it".i } r , �7•. 41 � "4, "� "" , si"' r �V hs+�'i g"" "�r � a✓ ` ��"?i h r .� r.. > ,s. � z , , , "�. � e .(. a" � ,'.+i+��,�fr:� s iJ��`fli'l•a�}+,� t' `Irt. f•t '' Y`s s7 . t r { ?' z x � t , �': 1," Z a i {� d 1'r�fi A �,>��f,�� rr 5 � }5 rtt't.s � � ," 1z �f �Ilw n , /•�. t.' t � '� y :c; b )>.y�`ttry}`153�jr 41s�r�`r�'� yy 1 , WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI ::�..,•w C. Fasteners: Of same basic metal and alloy as fastened metal or 300 series stainless steel, unless otherwise indicated. Do not use metals that are corrosive or incompatible with joined materials. p I I. Use types and sizes to suit unit installation conditions. 2. Use Phillips flat-head screws for exposed fasteners, unless otherwise indicated, D. Anchors and Inserts: Of type, size, and material required for type of loading and •,,� ',' '" •; I installation indicated. Use nonferrous metal anchors and inserts for exterior ( --a installations and elsewhere as required for corrosion resistance. Use toothed steel or •��;��'""' ...f expansion bolt devices for drilled-in-place anchors. ; 2.3 FABRICATION, GENERAL '7 Y�f +-�" �•' A. General: Fabricate louvers and vents to comply with requirements indicated for design, dimensions materials,joinery, and performance. { 1 , B. Assemble louvers in shop to minimize field splicing and assembly. Disassemble units >•'' ;'-' as necessary for shipping and handling limitations. Clearly mark units for reassembly 4 and coordinated installation. C. Maintain equal louver blade spacing to produce uniform appearance. ,,xr,a;;`:;;. .. :; �• D. Fabricate frames, including integral sills, to fit in openings of sizes indicated with _ allowances made for fabrication and installation tolerances of louvers adjoining .�> constructi on and perimeter joints. , ter sealant E. Include supports, anchorages, and accessories required for complete assembly. :. Join frame members another F. J to one and to fixed louver blades as follows unless otherwise indicated or size of louver assembly makes bolted connections between frame members necessary: 1. With fillet welds, concealed from view; or mechanical fasteners; or a combination of these methods; as standard with louver manufacturer. y+ 2.4 FIXED EXTRUDED-ALUMINUM LOUVERS � NUM WALL Li A. Horizontal, Drainable, Fixed-Blade Louvers: Extruded-aluminum frames and louver blades, designed to collect and drain water to exterior at sill by means of gutters in front edges of blades and channels in jambs and mullions, complying with the following requirements: q 1. Louver Depth: 4 inches, unless otherwise indicated. $d ,'r� ! 2r •Ivy �ltF ' .,:`',. 2. Frame Thickness: 0.125 inch, unless otherwise indicated. r 3. Jamb Width: 1 1/2" C54199-00 10200 - 3 LOUVERS AND VENTS 771 vt r RO 3/19/01 , t�r`�G :'`{ t' .+.;,�r; iqt' •• � ..,.�. .: ..;�•' :�.. :',•. ... �!r ' z* � `t S' tl1 r7r i1Sdt #ziy��j�5tta..lz`,z�i e.w.....»,........+a..w..c.,,s.�:..�«+.+..... ...,+. .......,......... ..........,r......., •w..., .,. ...•r...,r..,,.a,,..H„, .5 rr,u,.+�nwe• i.r. .r... '«. A. 1,....,........, 1 ,o.vsra 'rd'$' d4 !u WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI 4. Blade Thickness: 0.081 inch, unless otherwise indicated. 5. Blade Angle: 37.5 deg. 6. Performance Requirements: As follows, determined by testing units 36 inches +j wide by 42 inches high per AMCA 500: ' f._ a. Free Area: Not less than 5.2 6 sq. ft, x�'�rq,�•?'s;. �� b. Static Pressure Loss: Not more than 0.14 inch w g at an airflow of 900 fpm free area intake velocity. ? C. Water Penetration: Not more than 0.01 oz. per sq. ft. of free area at an {° , I airflow of 1,014 fpm free area velocity when tested for 15 minutes. '' 7. AMCA Seal: Mark units with the AMCA Certified R atings Seal. 2.5 LOWER SCREENSk '1 j A. General: Provide each exterior louver with louver screens complying with the following requirements: 70 r, 1. Screen Location for Fixed Louvers: Interior face, unless otherwise indicated. !..,'.,, „•,r;' 2. Scree Bird screening, unless o Wing Type: g, otherwise indicated. �'� :,; �;'�': ;�;`"k•'s��.:;°; B. Secure screens to louver frames with stainless-steel machine screws, spaced 6 inches ��--,,,.,, .4�;;,f E`'`•`F'`�'��z��> ;r ' maximum from each corner and at 12 inches o.c. between. C. Louver Screen Frames: Fabricate screen frames with mitered corners to louver sizes indicated and to comply with the following requirements: 1. Metal: Same kind and form of metal as indicated for louver frames to which screens are attached. t tf+ truded-aluminum screen frames at corners with cli � a. Reinforce ex p s, r"',vf.,.� ;.�.;�•'' 2. Finish: Same finish as louver frames to which louver screens are attached. 3. Type: Non-rewireable, U-shaped frames for permanently securing screen mesh. J' [�? r D. Louver Screening for Aluminum Louvers: Fit aluminum louver screen frames with screening covering louver openings and complying with the following requirements: ;aks 1. Bird Screening: 3/4-inch- square mesh formed with 0.051-inch- diameter i y l w Pr Y+ `, t,,,):. aluminum wire. �� E. Provide Blank out face panel as shown on drawings prepared to receive Fire Standpipe and Alarm Gong. C54199-00 10200 -4 LOUVERS AND VENTS RO—3/19/01 ' 1 S r}'t } r.r;+•r- """""""r�""""rKx a.r!MFt',�Mkw�twrwzq?arr.«.n». •--......,n.. v+..+um .i+wuewn Nurw. 71,'77 '"�• ,S.s �:1-..y x.t •t; ' .a +t Vii. { ' c, ..�• .� [ :r ,.3 r ''., w,5 t t �t�!i �,+� � 6rlt "N"Wk., .t�/�s�, +t..•, (" � :., .' , � rr ai � c. ,s t � its$ ,'.�,lr�� '.c}� !t,'{ � � .•y,. t r... .(;.,tS 1:'. rr "'1 .. !t t 1 {�i}t itf tr`Y`�'f��' ��'�j:f';ir��"t�F�7 ws��.. i.%rfi" 1•�g St ry t� WATER POLLUTION CONTROL FACILITY EXPANSION ►`< ,` ;;` CITY OF JEFFERSON,MISSOURI ' 2.6 FINISHES, GENERAL a A. Comply with NAAMM "Metal Finishes Manual" for recommendations relative to applying and designating finishes. - 2.7 ALUMINUM FINISHES �� i A. Finish designations prefixed by AA conform to the system established by the a} Aluminum Association for designating aluminum finishes. "? ., B. Class 1, Clear Anodic Finish: AA-M12C2241 (Mechanical Finish: nonspecular as J fabricated; Chemical Finish: etched, medium matte; Anodic Coating: Architectural :' , ;t rd Class I, clear coating 0.018 mm or thicker) complying with AAMA 607.1. ��f '� ' <<'=' i PART 3 - EXECUTION 3.1 PREPARATION A. Coordinate setting drawings, diagrams, templates, instructions, and directions for .w installation of anchorages that are to be embedded in concrete or masonry construction. Coordinate delivery of such items to Project site. 3.2 INSTALLATION A. Locate and place louver units plumb, level, and at indicated alignment with adjacent work. ' 'I B. Use concealed anchorages where possible. Provide brass or lead washers fitted to screws where required to protect metal surfaces and to make a weathertight 1` '4 Frtir ti a connection. C. Form closely fitted joints with exposed connections accurately located and secured. D. Provide perimeter reveals and openings of uniform width for sealants and joint fillers, as indicated. 't 'r�hyr t� r• E. Repair finishes damaged by cutting, welding, soldering, and grinding operations `"M, required for fitting and jointing. Restore finishes so there is no evidence of corrective work. Return items that cannot be refinished in the field to the shop, make required °aY fi alterations, and refinish entire unit,or prove new units. ih i i id i F. Install concealed gaskets, flashings, joint fillers, and insulation, as louver installation ;x. progresses, where required to make louver joints weathertight. Comply with Division 7 Section "Joint Sealants" for sealants applied during installation of louver. n;4tMWI C5-4199-00 10200 - 5 LOWERS AND VENTS RO—3/19/01 „" WOW {�: t T.i.t 1 f. 7 1 1.,11 t t r ' Y � ,� r t ��}�R`FS•. .}. ,J� il .v':'A.i( r�l 7 ',t ..1 'c i ., .>t'. Y t ,', .ei E. ;;�J I :" r' {t AS��t e t+t'��t 4r to .�l�i t+lC S•. i,�. t y ,' fti 7 t t •} Ott (' r c. r ti t Ir ti }t ;��f y4" �, fl', t >.S8 >^k .,�„.,at,�"thi F., � ,.s 'ir f. .r, a.. S �' i�, ezr.,, k.�.f }�t q:tt,�'r''�Pt✓~t�7 `,i' ,:t`,.,,i,y�f,,.Ft:-2 2n.f t 1# L}.� r -,) is ,;:: 1:?.: .Z:' 1':a ..�Oy,,::'..rt•;.y:,t}4..r,}j'�rr.r Z�•Ll•> .j¢' t,i+ t z :Y`! rS ',t.aa.f•}.1 i,eC� 4.. a,. S ., t `` � t ,;. t, .,4'i'a ryY�+r,^, aat, th, t•Y ts.r�,.;b 'S r g .a� '�i 4".;;' sl R,T „sro: ;itirjWt.tS}t t, r d t 1 1. s t :, .h,+, •a,,t;.arC;`fi,Yy•h; 9"} j �.;:f Ajr ,.f}q,�. � „t' ,+ •} r .f... t .. ' :�, '1 t rt r. :I ,j t;�4>•i t�:. s,`y,�,1,.,. �., �j .,+. d� �•}, �,y t'i. t Y .FL�` t• +. , +f `! 4 + S i J t , �it �y 4 t a�'i"i� }1}r''. ,,kr. i }�x 6��j•�C 8�i'? �J y d { a t i i rt ]! f.t' .{7:(^�?; }�: �.ts yr�g3�}�"�. +*F..:,.n,3..ui,�«uv via.,.,+.G.:.i. !, w-M>„rx•„s,a*w,++,wJrn:v.•u.w.....,w,.....,il..a..•a.............i�(:.:rrr,WS�W�jj� •'S}� �a'�i .,'�. WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI ,' , t i 3.3 ADJUSTING AND PROTECTION A. Protect louvers and vents from damage of any kind during construction period 1 including use of temporary protective coverings where needed and approved b Y louver 1 manufacturer. Remove protective covering at time of Substantial Completion. 5�S B. Restore louvers and vents damaged during installation and construction period, so that no evidence remains of correction work. If results of restoration are unsuccessful, as judged by Engineer, remove damaged units and replace with new units. Y; 1. Clean and touch up minor abrasions in finishes with air-dried coating that matches color and gloss of, and is compatible with,factory-applied finish coating. C. Test operation of adjustable wall louvers and adjust as needed to ' � produce fully functioning units that comply with requirements. 3.4 CLEANING A. Periodically clean exposed surfaces of louvers and vents that are not protected b r• temporary covering to remove fingerprints and soil during construction period. Do notf .t• let soil accumulate until final cleaning. B. Before final inspection, clean exposed surfaces with water and a mild soap or jE ;'x°fr:n, ✓ �`''' detergent not harmful to finishes. Rinse surfaces thoroughly and dryr "7 :X Ur ` END ' OF SECTION 10200 ''Ir �--+ rr�Y+•r d`7i;'t'r',, If 7 ,�a°,S k�,�+• J r v, t: •trJt++ 1 r�4r5Y�lr�� f+ air j �i Y•✓♦r �•1 s t �� t CS-4199-00 10200- 6 LOUVERS AND VENTS RO—3/19/01 i ,+r.'7�+1" !enr�!wytrrw.MtM.rr.e+w`!.!, w.;•-,...,--,•..;.te y n. 1.r'ri {s tf s csu w rr r ':•,� "S ,�''s"a'4r^nw asw.^. ,,t^tr•�,. Ifr.1Y, iy ( w't'zd ..r r r�'•i r',J, C*..y,,. •tf. ti;xk,;, 8 r l:•a ' ! ,�+:,i„I';n ..0, , ',•' ..tre, t.� , 't•c': ,. i .S� � .F t t. t+ r i .F f' dj ',ta?.,'h:". ,.f. .;� t'., •t.,, :-t 't 'j L ry: :.,..a •i 4r '.v r -} i. ,`�4•r,.: ,r. � r, � s.t l�st;;i .,h x ? }r .' .4 :,u'z 1, 'a. .i. t ,� .?, 7"r •y:,n, e tt' T�`` t� r+ } >,. r ',+, •�'.,; ,ti,�,:s ,, �i ,.;� r r ? ,t tr 5 �i°•:..c,+'3,.1 �t�>it<,�� '?�� i£' ,,! z, �" -u; tf. '�'. w' �t•t�a.}t�, ;t,.•,t +�!t:.r .r.e C�.;t. �, r, Whir, -E si. $,�s, 4�1i. ,v' � �,"�k:'1 .+. T .t ,-.lf +.,,( >s, ,jr •�t. �•. r �3••''t .rt`:.f r i} .y;;;;y, + 1!n � �,fd''•t,t�,,r.. ,}d•".... 4v,.Z ttr r..qx.+,.< ;,r°1P4:�. ,*r,,r,{r ,':=irz rt :.,.;5.;,,}, t,. ,"n:s ;.;�•i:.�.•f •.sc� .r 'v.. ,rt +' .Y �i e 1 S.e !: # S' t. .Slr y: .;f' +� A tFrrs uuCC .t.'d ,t` .Y 4i=i- .•c•.,ir, ,7;,.yr :iS t.��s' t� t,:r.,,rf ,} ,�'t. sst' ,t', .. nr,r"y�•SC e,. >,>'eF"k'17 t r.X:; "+. .57:, r r�•1 A�..}„"h„a, ..,: )�' ,.r 1;•?`:fI'%rig ,4 t,:.r� ppC� i .�� ,t'�z:,�':t sr,.Y,'�q +. l +,ft '�,{ .,:t;r :,7f,?";t,` t v ;t•5' v .:r t .s,, .:t ?3 .,3t� .�„.hY' •'r.�',r r ..ytL`'`Ai�ti:n.,r•t pp ..!�" f' .r?- �j.r ,..�,:�. i �' ': sf r.r s �.f�t_•;y r^t:7 i ,'i. ., j�'7`#;.aj�',�..'t,;;�B. ��,)3i'r 4'.d :it r�• .r; 4'.t'4'+ .:(st=yr.".t;xt ;55. k..;. �}�, r.3,+ i .•,.� i. t •r. I t t ,,sr., ..;• X.s.. ,s, '1,•rt}i 1:� .t y:v�', 1.4..t, ;'47{,t'n'x .�`.;hr ,I�i''� $•i lrt�� ,i:'.'�r <t iia It"'.E..tt�' �:.',';:+ Yj" ,, �} vd r.f ;�. i. S �r, ''h rt, �'tt'.,•'�l c.:,t9.'ti,dt� ,h t�1,,1'��f'. r'et; � :',,� ,t+. 'f, '��.. _ist'. L� i ,,at t .r ,jt 4 rtgte' �.•+ at ', <<. ( t v>�., :�a "� E .r; t;,:, rt~ :�lj "�r r"z .y*.N ;,1? •,ttt 1 ?ti p {.f' � v' ,: LL -'}t-�..�.�..l,4.,.a'-aws.+.�t..:•.,n .,.,....,,�..»:.»......., ... .' .,.' :. :,.......: ......,+. , .,n,r.,.,•,..,,,. .:.. .. .. .,.... ,,..... ._, ............_,.»..r,-.., ,.-,....,.,.:.+,:,..,.. ..,,"a......1..,.,�..�....„..,.4.,.,«...,+,.w..... F, i� I t, 71 WATER POLLUTION CONTROL FACILITY EXPANSION f , CITY OF JEFFERSON, MISSOURI SECTION 10425 —INTERIOR SIGNS PART 1 - GENERAL {i 1.1 RELATED DOCUMENTS " ►�' �:I A. Drawings and general provisions of the Contract, including General, Supplementary j and Special Conditions, and Division 1 Specification Sections, apply to this Section. a °�"=`�i` B. Consists of furnishing all labor, tools, materials, transportation and equipment ' necessary to provide signage as shown on drawings, as specified herein and as ' required for a complete installation. +�rt,�,�[f•+��},,}((((,+�,.,,�,.;�; j C. Conduct walk-throughs and surveys to submit to Owner a complete sign schedule in compliance with ADA and Uniform Fire Code. 1.2 SUMMARY '� --- A. This Section includes the following types of signs: 1. Panel signs. i B. Related Sections: The following sections contain requirements that relate to this section: - 1. Division 15 Section "Mechanical Identification" for labels, tags, and nameplates +ya-,;�=s6+ r . : i I 1%Fir�''•G4(st p 4. for mechanical equipment. y, r 2. Division 16 Section "Electrical Identification" for labels, tags, and nameplates for � � r' electrical equipment. 1.3 SUBMITTALS ``':`,"' ! A. General: Submit in accordance with Contract Documents and Division 1. B. Product Data: Include manufacturer's construction details relative to materialsa ;,. dimensions of individual components, P rofiles, and finishes for each tYP a of sig n required. ,N 1. Provide message list for each sin required, large scale detail of wording, g g q � g «; lettering, and braille layout. t C. Shop Drawings: Subunit in accordance with Division 1 copies of scaled shop drawings is r+ ai3y ; of each sig n tYP a required with complete dimensioning of sign sizes, graphic sizes and r location. rr`rp1 i{+3 yr f 1 Lrh� C54199-00 10425 - 1 INTERIOR SIGNS `Ra.<' RO- 3/19/01Aw, ' Ix,}k.7tt t"'6E.f".'i'.'I�1'�ItAi9TW��'�`'""'r�`. '.—. �r, ,...., t. f, .... ov+.+�v.uw.,r+•«,►«^•.»-, .h..•�.. , r ter. t ti ( ?1 a.'`.t� S 1 r) •.� 1 t D iY f .i 1 �t L 1.1 �' 1: [��i�`�Y�,TI.S f' y��•+r'}n rr'! ��rir F: i 1'.,..rJ,� .1 .'Y y n: f1 •S Ci ' F tit. �y,2f.. A{t�J .1,., I.I hk ra 1 . rr; ,f. +e,1g. � x.i'G r 7''' Y('�C�"i! 4 '', f, t +17: rr r i t r; i f y,�., i ..�h,}k.'�h� (13 tv� t.��t.'at S �iY ,��.G�.�.4y,✓�`�,�i l:f.� .3 .,�r.lf,S��i�,11A't.:htSlt '7" ti S � �1. 'Y 1 i •J t. t��. J:} �'} ,7 �'+It. f;f.: 5 ii�t.t t Sf 471, iV,JTS k�/✓,�, Ift2 �1Ai,Y� t `,tf��.f L:ryby?, ,�f: '�'!:'E}t ur,�.{''!�3 (rr. s`t f„ �': ! r. `, 't{", .r, ''c.•,�1,.: ,k: .<_7.A4`t�},r"t>•:�t"' .y i5";f.' t.r'if,y�").'t�'.:...r , r.t M y :A• {`f ! .: 'i I f .. (. r 1 C i'�?,L t 1 r �' '{ iTS 5 y .t'_+ 7: . 7`�^!l�{t. ;f' r .;`:ft a n ..s} i� � = r �5� = t J1 i. t!'y,�lc; �t;t•,r y� ^yja 1•}{., is }�! y � ::.t. , r *' ti ' l 1..rr^ �3�}, r�..a•. t 5 , ..r17 .. ;' .......+sv...,..,, .."., .,. .,r e...n ..:,.r,..1i.......... ,..._........sw.eri:-0Sffih.mY✓1'C..u.MU,x,wr .", r........»�..,.«...,»..,,�-w r.nn `'i.N' �7 , r'1. �.,'�L�7� {� t,, '. v:.,.!.ri:r..v...Jw...',.•.w.i....e.d....J».. ,,,,".�,._....' ..: Al. l i rat � J1 WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI sr • Provide sample of sin indicating color, pattern, surface texture and method D. Samples. F g i of attachment. ,7 ti 1.4 QUALITY ASSURANCE type separate h se A. Single-Source Responsibility: For eac a of sin required, obtain signs p g q g from one source from a single manufacturer. with Americans with Disabilities Act (ADA) and B. Regulatory Requirements: Comply with code provisions as adopted by authorities having jurisdiction. } 1 1.5 DELIVERY AND STORAGE A. All materials shall be delivered in their original protective packaging, clearly labeled �:�;,�;,, ,,"r• with manufacturer's name and description. F177.7 B. Store in secure areas out of weather and protected from work of other trades. 1 h 1.6 WARRANTY A. Provide manufacturer's standard warranty covering finish degradation and structuraly �rtl 'f�,1��5��sZ �t.• r K` failure. PART 2 PRODUCTS 2.1 SIGNAGE A. Materials: 1. Sign face: polyamide resin 2. Carrier: .010" thick polyester laminated to 1/8" thick black acrylic. 3. Comply with ADA regulations and requirements indicated for materials, t, x thickness, finish color, designs, shapes, sizes and details of construction. f4 B. Graphics: �M 1. Sign copy shall be relieved a minimum of 1/32 inch from first surface by �.,� ; ' x'(, `r', 1 manufacturer's photomechanical stratification process. Precisely formed, uniformly opaque graphics to comply with ADA regulations and the requirements 1 indicated for size,style, spacing, content, position and colors. ' t�µ C. Finish: ' 1. Colors: As selected by architect from the manufacturer's high contrast standards. p`�'2. Surface Texture: matte opt, .`'f ,� i' INTERIOR SIGNS x C5-4199-00 10425 - 2 RO - 3/19/01 �i t .rW+1W6►1%MU�4�r .. ( ,.«n••vxwu.,.a+,w.�1fSp'^wj..f.' r'} t �ig0.y(SntY11��•�''Y i r.C fi 4 a'�r ti,�7`��{�':;I �'�; 1 7�>7 y, .1 ?• t �$l�,� ?� r ! � { i ! `7 .1 tt 1 r :{ 5 r r t rl .rr 7 I � ti`t{1 f y�yx;t A•uy .31y1,' Fr ;•%�K `.F,,.ffi1�.(dj17t.r �,.5 l f it'q� ! SC{4. i p'A� .iy t l� .1 .ar t' .:t4' t� �tl r � ,Yr rri 1 i >`.��}.J..`}. .itJ rS}S 7 �' r {}� �e�J�--6,4.�`{• t , � a t c. r Y 4 t 's + F,, �t,v,f,�sr ./,p,'S i•"Y,tll.�!" i�' 1 I}hf*'t.�. ,�.f rl.'`=i'.' f{ ; 1, f 5 4 1 r. 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Y s kt;�r .�a J y sq}t�a°•*t{'k" i, .Y.,t ,i t i .�. �1 " .," t i''' at•SIr'f�� d'��'`i t;tit?l.t(•t�1;»`,4 ti}.7=.d y�•,d s:`v'iir++v i�`,.,,r;b•rt'},'};X�,sJ'i t�a e.''>..�'a,k��'X h?i.f r.:t f�¢�i�}',.h.<}ft.nv'.'id.p'sA�,{Jr Z�$t t�'i.�,A�.>°,'.,+,i i,%,�:4 t�O txT.`'t)�h;t�.�...�I`.tr;'}�,L�'�*c{k$'4.„r.:U5,�y n rfA t,t.;f�,q�,-.t.,g„�-,A}”.w3'r:,+.`'-t.7,n ye}•.r.y.X��.sa-.k,.'{y}.:,i i_,ttt�rr.rr,;r�t,t�F',:s��..>'.,,,'s,.,.a e•;Fix 'rt.<.L;.z 1.e y r A.<%'.y,.tr rh..a,>:;:.:3..k�:r.,3,_'7.4 y 3 1,..,a r,f r a J.r t t cr s f r 4 i i t �i Y`�'r�r ,,,, ,.'i'+' � sl.-. + f,�a-; 1..t.+:t�i,,,i',:t t , ,S �•'t t)y 2 tr.t% i.-\.:;�s.�5S r..4 d>tt tt.•,ty..ti S..t'.7..i'"i-�'t i4ff t=}.S t:7i 7:z�e•t.-.f;>,e,1 i'�'}?�4�F 5`x`,�4l.itf L.:;»'u��{,y�zi,r x,:r,1;.L:5s ittg;!+,:.}^i..„i;y z n i:t"r.�,i•:i-,t;��''r Ct't S•�..r^r,':'r?.ts;y q,.5:.t l.,�<,,':.•.a 4�yx:+�,'.r1t r”,.r A t s:+:t,:'�,�-^,..'4 1(7k.;c..7.rt 6 w,'`1r i,j,�•�`�t•,!-x'�:;�tet��rr 1i t,3�,3,F...}.}�,�?'4��ttJ•fy..�•},,T,�N=+rx x}��t,�.��. �Emu, a r 1 q-N q ?: {;1d •P sJ L t ` F ;<.4.,y,,',,+��••'',��', , e t�>r ,. l3Cf'Yt,". : yr. yds. rip r,�•� F ry 7 t r r ..i � 7 }t4 I; r}5'4 i. �-r t sati .. �,h `'�4� �y �1 ,Y:l•`. its , .i y {. t �,f;'t. l ti ;xf s:.} ,�r"i�f•eft ;-zx J}�,��t.�ir & ,.ft .k ✓,.. I,;, .f 1r• !-�C r.`�1.:. ,,;5?:;t, trt, , •.�r t .d } t t. r. '3 r. .sr,+ i .s 5 �s S�.:.•'"ii.^'lf•^,`.$''�:>;r�"N�{ �^, Ss �,`�':. a .•.•{,��%.,".�a,�t ' WATER POLLUTION CONTROL FACILITY EXPANSION `r, d CITY OF JEFFERSON,MISSOURI 2.2 ACCESSIBILITY/NO SMOKING SIGNAGE S A. Material: ;kh` ,r =s 1. .020 matte lexan with all purpose pressure sensitive adhesive applied to seconder' . surface. ; .. t. B. Graphics: ,r: 1. Images are subsurface applied onto the vinyl plastic face prior to the application { of the background color and adhesive. =' C. Finish: 1. Between 1 degrees of gloss in the natural condition of the material. 0 and 15 de ree ,•��:�:f��t>''�:, •{ E;:a PART 3 - EXECUTION ; ; .�� 3.1 INSTALLATION A. Panel Signs 1. Locate sign units where indicated using mounting methods in compliance with � �. `w , '•' ADA specifications. #,,i � 1'Y t 5G r a. Mount signs at 60" above finished floor to center line. Permanent room ; . ,•, dY , identification mounted on wall adjacent to latch side of door. � r .'�• END OF SECTION 10425 •tF i �;. t' g� C5-4199-00 10425 - 3 INTERIOR SIGNS ;j RO - 3/19/01 ', t iL rP:: "'.et•;�,r.1;'t}t�'a�:i�.E rgE;.T.'<:••pr ;, ....-+-•.....wef omw..�r ,.-°i %c7 rff-77.,,77- TO, r�: .rf. te' '..,au � t�Y'r' t•FR 5, E' :4 r �' ��,,gg�� yy,e.{r iFai�°.tt.r�rwttk.,.idx} sq •'f.`*;e.,k.:!-e y i:;!,;. �,p rF l..t,a+{'>it�.{ {. ...�• Cr 'i.; '{:.f, °.'.r`:`:+�it'-'F 5}_(,`"•.�,r'�,i_?t>e'kYf,P,i.,: .��fP� �'� � „. 7. :a14?S' .}s!•,.+'.{,,M tr i.Vl%e,f.'�i rltF: �. ,,tr:rt,s}t tt.�' "i r -r, 4.a ,.�;F',, it1 r- f +y v v.; 3; s r . SS,At +�,t 'M t. +tF` ;+.•k$�.'N. �-a t � h•1 .Ty .>"{ -'':' ;.7,� 1`r}" K fsr ;41;v p "� �} ,�r'`n` t, .1.� '.sa.er.la�`{{ ,n!sir.,�S�:.F,,i;a'.;•T„_s'�' .t:r'i t '+may}-a'rf�"a�.t°;PP s, 5?rQ is.4�'!� ,;'}�' -;:�7, 4:t" '"� �':f!;� y'fi;��1,.r y'r;r,+t^r,�� :ifa'T. 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A� ,�f• 1t'r •{ ,"�k{'t.rty t�.. a� 'r..t;,1,.};�, ,»' ,;1 �}”-*.} t;i fr,.,r;,f].}d i+n� ��,:v•aR t �� t..> .t- 4•'s.t: .r, ,ri .L7;,�::;'tr ,s YfPt ,C: � -p 7., .� s� ;;• �• .J., its n. ! .S, ti,'k � � r .1, { r� T `�1}; tt1 § �� ifr;'�: •:t. •:h� t a .di Sr• .-t:sA !.. st .�1. •c:�x'r%M-. •<+: .1;.!}>t ;_si r. i� ,, +,.. .f �. ;r ��. r�(�%tr;i': d" t+`.}" w '4 k f. n{ :'i ;.a, ..,s✓�, 1.. I 11', �r1' ' 3 7 fit. t .Ydd"'.�. y x",�J=?,��„^^''y�5 �� 7�,yj .'� t"K,S �� ;.9� �}'t.�,t€5'�'s ,y�,e. ,jt �}' {= i;i 'i .v ` e:, J '�` ji+ .tit % i », SSr 3:t*. `^f t'ht fY�t�,rr {��irCrjr`2'f%"t4�,� �i" ,a�A •{'F^ t ;i _... krs a. C s i? ! . - tt+Z'„�[„`t; }yt •�� rf 1T�+ �.�. t�£t �i.S 5r?�.f�.. J MN4; t:�;,.�•y1* +r ti 4 , � t :. �,! it �1,!} { , ...t. 4 MT { .1•k�'..,r.:.'r t{3��s21 t t�j !i! �J, � ::f !.. r ...� t ( .,� t,•j��A1 �#�?Y,�L 4.d"i�,,,;,�, 1�:?it �"+ t i ? g ` ,� 4 , !) !E iiq�Jftt1lA ii')t t�'6 ';,"• .. ...... ,....,._ _.... .. ..r•. 1.......,... ..... .. ... ... ....., .....,..... .....,.«..,... a,..,.a.,........,,,.o..,..,,»,ww,.w>.L,.z,ra.....e::.�...1. .>t:t3�ti..�«S.� 'ia y`')t�"v L��S,j�?�S?5. .:1 WATER POLLUTION CONTROL FACILITY EXPANSION 1 CITY OF JEFFERSON, MI SSOURI t C SECTION 10431 - SITE SIGN 4 .,f., PART I'- GENERAL } RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY j A. This Section includes the following: 4} ' -, 1. Exterior site sign consisting of three-di mensional standing characters . B. Related Sections include the following: 1. Division 3 Section Concrete Work for sign base. ��i;.i, •�.� 1.3 SUB MITTALS �^- A. Product Data: Include construction details, material descriptions, dimensions of 'y'k` individual components profiles, and finishes for each a of sign. 1 po ents and t5'P g B. Shop Drawings: Include plans, elevations, and large-scale sections of typical �}s�•;�:,;•,�;.<<' -�: Ej 3h�j.'cs i members and other components. Show mounting methods, grounds, mounting f heights, layout, spacing of characters for entire sign reinforcement accessories and '`s°' C'*(? rr; � installation details. Receive Engineer's approval prior to start of fabrication. C. Samples for Verification: '�.��• }'y��':` s 1. Dimensional Characters: Corner sample of dimensional character showing fabrication means and finish. Show character style, material, finish, and method of attachment. D. Maintenance Data: For maintenance requirements to include in maintenance manuals. 1.4 PERFORMANCE REQUIREMENTS ]j>>Y' ;, A A. Structure and finish of total sign and individual character components shall be designed to withstand local weather conditions and wind loads. ,+� C5-4199-00 10431 - 1 SITE SIGN 4 s,'�� •� 1, RO—3/19/01 ` wkfM�'++M"r4�a°`n...' jA t .J i-*+ +rwr i+. ,••.yrr.T s Tr..r `,;M, '�JVh! .'i.:4fv.. . ) AtJ� t,�rr(+ f.. ,.�.,. „t .a,.{ 1 ,,:.:, >.�a:� •f; ? A' 1„ ti .l' '?1'. gg ,:f�.?•r,nat .�'1'ir x ,r (� } 3n �,,.,> f�, �,1?Sy l .z'ri��f ?.�„t ,r. ,51 g , 't' .� .l,.r: .F•i'1l.,,, aV,„�+ � ,-?�,��'r•;r J' ..Y' ? T4' j•. 'i,a �{. �r.,r:,�`,. `fir .f { z. .t,. .�, .ri:']. .n !” .? .g 'Y ,.f. s. '1::'n� _ti,. J.f;�r. 2'3...' '7.ti•tl. 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"1 r..),�:{�, .,±,ig ( t: .,t �1i >d';� �;..1u•- t. c� �1 t� ,;-�i...,r.,; „c F.r.+�;4.; .'i + +•f� t. .a�a :"a J.: ,t t. •,/, t t , ! .i,'�}- �,1? ss J x, .r� t.:r;.:.ar. ' r, t.,: �.�fv, n i�.J . { .}; s, ?t,:S.v}rti'C;.�..lr .>. �.�. °,3:° .;., 3 J s .4. L ? %4. :1 .�zrg.: 4 :��;$u1t fl;xK+F �7:9:�3. t_,'•''�..Yt. •1 �� .., 1:+a n. 4'� v.i'�•, � :�: a );:+>". .4 .y ` !"i:Arr.•F 1 h1 ,. r' ,>1 .F 42? .;..�.;,�1•'r.,fd,�, t'i z;p >h .1jtL� .q �n t .1 � � c r}t ,tJ,i f -;t. {. E, ;:�.l L, ,'pl.r{. .,Jt�.n' ?+r s i S�t:��X7,>.:i'{ '''rr••('.4bYN. i.'*i, ! �iC :7�� iJ, 1r1: r. !}..:rcv^ �j.,t ,. .r'v ! .r t,c .ii' .�,A:ar...rC;t?ti.;i•'j•'i•�.l Sy�}p.�l'�f'i 51�d.�tJ�'' .,i:,, i get g + i,i q ...it 'J } ii.l t, , fviir 7 �1 vtr!( .se}N 4 r`' r tt('11t� tTZt is,4 rC 5, 'i•P, t ; J J , jt J l' i f t i ... .,. :. hr"4! t t .{fig^• :�.r y t 1 WATER POLLUTION CONTROL FACILITY EXPANSION r ' CITY OF JEFFERSON,MISSOURI I 1.5 PROJECT CONDITIONS A. Field Measurements: Where sizes of signs are determined by dimensions of surfaces �� on which they are installed, verify dimensions by field measurement before fabrication and indicate measurements on Shop Drawings. 1.6 COORDINATIONJ ��l;y A. For signs supported b or anchored to permanent construction, advise installers of g PP Y P anchorage devices about specific requirements for placement of anchorage devices and similar items to be used for attaching signs. 1. For signs supported by or anchored to permanent construction, furnish templates ` f±u { ' for installation of anchorage devices. s , PART 2 -PRODUCTS MI. A. Aluminum Sheet and Plate: ASTM B 209, alloy and temper recommended by ' aluminum producer and finisher for type of use and finish indicated, and with not less than the strength and durability properties of 5005-H15. { B. Aluminum Extrusions: ASTM B 221, alloy and temper recommended by aluminum producer and finisher for type of use and finish indicated, and with not less than the strength and durability properties of 6063-T5. i rl,�;rait �'; il'>r rY n•i�J',f i.a'''' of�ii �.;Fi:'f�;�"��.t7},,;+-: ..•: C. Cutout Characters: Cut characters from solid plate of thickness and metal indicated. Produce precisely cut characters with square cut, smooth edges. Comply with requirements indicated for finish style, and size. `' r;,�t.r>,;• e'Li;ytct4i:;i.:,,� 1. Metal: Aluminum. r ; D. Fabricated Characters: Fabricate letters and numbers to required sizes and styles, ; •„ <4 using metals and thicknesses indicated. Form exposed faces and sides of characters to produce surfaces free from warp and distortion. Include internal bracing for stability and attaclunent of mounting accessories. Comply with requirements indicated for `:>> finish, style, and size. ftaKr'vy I 1. Aluminum Sheet: Not less than 0.090 inch (2.30 min)thick. ; 2. Character Height: As indicated. 2.2 ACCESSORIES ^W. A. Anchors and Inserts: Provide nonferrous-metal or hot-dip galvanized anchors and ,. inserts for exterior installations and elsewhere as required for corrosion resistance. z• F=, � ... t�4,r C54199-00 10431 -2 SITE SIGN , tl`f RO—3/19/01 } ' "A' .. r T"?r a-^r^-"- ^h. .wtn u !vnnwspcw�asuf A!a:sws wamrnxr+.�. •m... , » a-.. S :r .^rrj r 4, ?:� v � ,r,tk ✓` � w 'y a � t x !t ':s. � J� r; �t i i x dzi i;G j'�y��^ r •y ^± • rtt Ma +� tj� �tl�. •jsz i 1 ,.....�.».r.,,,in»nrnkrnir,...».n: ,..,.;,.:,..<.._. ..... �', , :<...a..:. . .,,, :,.,e...,.;....:^...... .. .. ... ..... ..,.. ..... .,... •'ri}J } 1 •4'a t a WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI r..'� Use toothed steel or lead expansion-bolt devices for drilled-in-place anchors. Furnish inserts, as required,to be set into concrete or masonry work. a :' 2.3 FINISHES, GENERAL + A. Comply with NAA.MM's "Metal Finishes Manual for Architectural and Metal Products" for recommendations for applying and designating finishes. `� rF •.•, t r: ' ,. B. Protect mechanical finishes on exposed surfaces from damage by applying strippable, temporary protective covering before shipping. C. Appearance of Finished Work: Variations in appearance of abutting or adjacent pieces are acceptable if the are within one-half of range of approved Samples. Noticeable p Y an g PP P ',`�r,�'•�}'jk�tif; variations in same piece are not acceptable. Variations in appearance of other , ,rj,,,ti;,., components are acceptable if they are within range of approved Samples and are ;}ffrtir r4; assembled or installed to minimize contrast. ' 2.4 ALUMINUM FINISHES -� A. Clear Anodic Finish: Manufacturer's standard clear anodic coatin g, 0.018 mm or ._s;, j thicker. •�,:'S;aau y PART 3 EXECUTION ( ` 3.1 EXAMINATION A. Examine substrates, areas, and conditions, with Installer present, for compliance with ;"; ? '_;.; :;r.,,; requirements for installation tolerances and other conditions affecting performance of # work. B. Verify that items,including anchor inserts, provided under other sections of Work are ;{jttti' « , sized and located to accommodate signs. C. Examine supporting members to ensure that surfaces are at elevations indicated or ti'4a'��titr;a..•,, ,. required to comply with authorities having jurisdiction and are free from dirt and others= , -` deleterious matter. v t' D. Proceed with installation only after unsatisfactory conditions have been corrected. r °_ ; 3.2 INSTALLATION A. General: Locate sign where indicated. Install signs level plumb and at heights indicated, with sign scufaces free from distortion and other defects in appearance. An C5-4199-00 10431 - 3 SITE SIGN RO—3/19/01 ��r,�eY.Y";;;,}5:.1'"��'•.r'.U,, .� :w, �,i .TS �'�•!MINwN•4.",lrH fo.."+� 7 j,i:r 1 'lt,t tt` -r in it:>,�J :-:..Yr,i r4 tY,ri'cY,i:�;M.'n1;w`�:'Y:!t1r�M;,q w?}k y t 4�,5�n„-,x p�••;L(9�.'•s .� f . ' ^ -? i r-._ .1. i I.A i. r.:r i>r�i;IS':''r`,:��'(v'.t.•r..+'�"s.,1.`,1:x`�[}�.s,•`+�e'.t{..;a._ .}^rLr.rrTY r•�••.7a, S 1,.\ J. 1 'tI. 1 i i 4 f �'.. �,lJ�;x:,; sOr S,i(1` >'1�� 1`4i: ai(S �. °ft•1^ t/•, ,t? t 't i. .t�. ,t, , r '' t �. ,': :i�.>Fs.'..a?; ..( r r?r r.-{:"-:tip,tL� .4�'r i ,.. yn'";•.,�,ti, ...at z a 'r;t' ':ti� s. r. 1. ;t,!, } _<!,,� ti a.,tt _,t,;.yr"x'�,a,� ..'�� b� gv '.�' �rT j+ tA�,(i.. t :,t`•, ,;� h <' s � .L! � ?'<,`! `,h.,.,J.t 1'.1��4r i Si l4'(. 7 yn' 1+�1{�, .F 5'�' �!y(�r •:`9 �.j,{ 'i l,•i�' 'r �+,r i.4 #�,.1 � >S„ r� 5ai t• r S f 1 �'rtr rJl;� , t7r5� ?nrl�` 4i��yriv'.J�� t7��3!(+.+ ',V. �:t4 y�'g�I'1r 'J t :.�`:Vii,,�•a i «r! ti 1 -,t ,' 7. , .y� r. .� s .1., } q,x _ i,t :cif,c.t !!r „r".,;<„ ti{' �.T i ,,�. N{ � Y d .3'r r ..art=,vj 1 i { ) ' (r �t : ' F .5:�•t J t� t,l t..i J.s 2`�y.i��4'S:�'S��:i•:`/k,<+�;+'jta''�s.i � ,:. �Y i i 1� , �1 , , / �'' r � P .•J 1 t�'"'17 k"S Ji t.{,' 1 �.t[H y};. .e' ,;N r!•. r � 4. t<t st n� t 4 v{ .t..lc. '.�' '},f' � rv• r;" f i f t, '�* '>ra`, rt^ rs.-...6 Y''.��e �} it�r. ��pt" t 1... y,•' ., tf.. � x `!,r}� � 4 �vy : 3s 'v a` la i,}s �+ ,.\ �+�.�� %4 1..+ .Yr �v f "txv�Y'� fri a"r}tt*1, pu a t„'C'q, a.,3Ti 13rtt i' ,,t+ Ju`i '; f�sFlt tY y �4{�t.14 SYr2� djtt 'r �' ��'1^f�SS� �,:�4FS# k j i � � �� f 1� �"/, u�� t•f� �'ln-{ YI i� y T� ��+J�F�*"•''y,�� t+"JL � M1 '0,' ;)\.!:(,� i. �„T��Y7r{ � �t �yy .ti�y iy�J+F (r'r S li �, �t t,,Rp � 1, 1, k:; � t� � r Y'.;.`•�lw., t 'G�` 3�t r ! Y �': v`. a' '.0 E � J Kl' F.1'i:w`'4 1+ut 4ti:�c km�'b�Ca:w+'wF..u:a.i9''n.�k,+r�.F�wG'ti+kiiw.:�+htiMnNs'iG1t..'ew:Jr�.,�.•lrxtu_�.,1..�.,r a{.rt.' . 1` `k WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI k` 3.3 CLEANING AND PROTECTION 02i ` A. After installation, Olean sign surfaces. Protect signs from damage until acceptance by Owner. END OF SECTION 10431 Art, r , Y r y } - 4ftt i vnab 4 i;.. $ 4 assdr Ftf ir.' fy. C5-4199-00 10431 -4 SITE SIGN RO—3/19/01 x .Y” :�•. + < -',' ! r�l't `�'R3!•h?`tit .. ,� ,d`_�." ;y,.r �� '^ vtl '.t,}tk "tf, q •x�y�,;;�st'�'�i�f �.tt�:�a �r'nn'�,�Y�F`'��Tf�h,�{��':°,�� ..��i �� F ,fit' V � ,` i 6,i .{r..�'fn,ft,� r! .�T r� ;�/J r'� ;��s{,;?� �k� 'h'� 1 .�},.! {,'4�,�tt.lc 4 t r;•�,.. �f.�xi�stF 1�.'i fh $�' � �Cu{°: t� t i i ',?'., �{•r� ?: ,r r34,^i. t. � t t.� �; t r 'i 1� iS ( E > l., R:I�,r'��'� x{•r�_."4vr - .r >. f �� 1 � 4'r�}y.X{ e1.1 +J�" rt ryas 2.f C'+� F -A � .j:S��4 �•{h.�N '�(��r•°5��j�1V7r+�g *`s.(G�,�i �^ 1�'i �,itfltih 'sa��ar ,.i'7�:�71 r d. i; r• t _ { i 3z"� ��r'r n�r.,��`��eis�}FV' .e.iti. }:� � it F}i5 t� � i f '- ' 't f t �vt$ 7 Y} Cir•4 7� i`S Xp�� 1 •. i ry•� 4;ti;'t tl"n,.1 p l : s .� 3sJZl 1. � b .♦ trF.fk z t l f,�lt 1.. '� t ,,! y .l y. i Lt tp)1' J�{. 1 t�J•i'>t� t•�gj�t.zle�;R ,r,:f''if�l t 'L ! f r N. t' -�� '� `•i a{ f s i i (.'11. �;•}�h.. ti�}'?j� iy� '' t� {t ;�a'•f.'r 1 f',. f .t.' .�t .'fit c' '. tT'x ti.f• t i s `�14f ift,/p�'14 ;Sf:r. :,.v.;+.wwhna?n*.�vaw+ar,..r,:«..,.a«. ......._,_., .., � ....,........,�..•,,.....I� :1dn..4.,.nx�-,. „d ..._....... ,a.. .. . ..�...».... ......x...•....... .�W.+�.wrw.,.+...�.ww.tuowi,...ia.. .L......,.�.n...�..,.,�Xi,7.Ltlwlw�r...l�r'l,t�rgiY�,�i y,;. x i 01 ya � Ski rrd,�it v'. WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI SECTION 10505 -METAL LOCKERS t i PART 1 -GENERAL ; 3�"r . 11 RELATED DOCUMENTS t fr A. Drawings and general provisions of the Contract, including General and , abb trY r Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY of ' A. This Section includes the following: 1. Athletic lockers, including the following: 'Y�rrrt�t,° i a. Single tier. 2. Locker benches. ' +'' B. Related Sections include the following: ''tr #; 1. Division G Section "Miscellaneous Carpentry" for wood furring and grounds. a�.rnar�>k+a U io 1.3 SUBMITTALSrz ' A. Product Data: Include construction details, material descriptions, dimensions of i�:;<,�}t.�i��r ,. • individual components and profiles, and finishes for each type of locker and bench. ' B. Shop Drawings: Include plans, elevations, sections, details, and attachments to othera3.1$;�>ptr' '1 Work. 1. Show locker fillers, trim, base, sloping tops, and accessories. Include locker- numbering sequence. ;' "y{' C. Samples for Initial Selection: Manufacturer's color charts showing the full range of colors available for units with factory-applied color finishes. 4 ` '''f ` d1 'y''''ta,, D. Samples for Verification: For the following products, in manufacturers standard .�� : '• sizes, showing the full range of color,texture, and pattern variations expected. Prepare Samples from the same material to be used for the Work. :x 1 � 1. Lockers. r 4�t 2. Locker benches. C54199-00 10505 - 1 METAL LOCKERS RO—3/19/01 Ir 1 7m.s7.-"'.......+,�,... t ,ron^- t-� «eave.•.ysv... nN.,,'+'. j 7 1 erY 7 ac `•.'y5+1Ka' �ri. •�, /.lf•to-�y.r r�:,�jr`tl,�•ri�11.,s♦?i A":1 S"�,�...u�r>tts a t•��S:;�`S'ry t,,:,+«'L7,,?..�i',��;,r_iQ'lp:"%.o'^�t „n'f.e?.,,.;l;4-.,..°p t. ,{,� w�i 7.�' .is+.Ky. Y i.}f j;r',i...s:rY 7 j;,�, r .i t”r 4. t r.,.7.':}� ,r: i,r�. 4. {Ltd;tj�f.t'i,r.,;'1;1.3{(,,<,�r a r7 li,.,ti�,1.f.q.Nr?.ti.S'{F Sr»SI a�d i r"=t.r.!��.r,5t S,,l<'ilK:ry�.�i'5n..,fi•,{�.�N».,`�'a t}7>�p:T't�J.,ti 3,�,,,,'ya...yT t�i(.'1•�,f:'�i A,.y.,sJ,7 k t�i?�`,�n.�?i.�e,.'j.!�; ':: r;1:,r Ktt1r jj �.�.•'+.li,.. {�h �i'•f .":.�s'�;�, #. `; '1' ti' '3r1 is .r« c `Hts:,ii, ''V' lr. �. .� y'1: i ii '.7; `,i;�' i'1(§ .,�`ts,,Nd',�: :;, �.,r .,F.�}i, })!•6'". l µ� � rt+,;�'•„ti't'. .u. .,! ,.d,r, `�t r,., .,f;.,t,.,,1 ::}.. .:1�',H:,'•„ � •,.rG4'�1, '�t�.. d>r,."tta�'i`"rfrf .. '�' y., ,fY'f,• 'ta;. 5��vK,'Ff,�1 M�� 5; j'7 b � »' ^3j, f>,,,r °k�a 's .f.'?s},. :,1, 'i I f r ;.dfd`'.1'i`,a•r 't. fir, }r St i7.4....k 7 ,. � .h�" :w h, y, J t�i�t4..,,r�... .t.r ro, s f' GtiZr t 't `Cr;�u,Y'. ! '.r ','.;L 'T; 1.h'•: r�. ,.r,��x. w �..� :'3S.'.it !t )15 7,7j.,d. ,;z. , +i. ,! R'"�' C,n'. �,�, tf +t�s?h,r» '{ �S i .,;�„.,:N. 1 4f,s ,' Is'� e •,l •'>,,ri3r. i-i-�:I: �J t t"..a: ..d FI�,,(v:. ,#7t;crt..,r.. ;i�d S.,�,. ��, .f •t" �{yi •Ri• ,+al vtn tr.� ,�,�� p.v! ° ,�p ds' y r ;.i,,.J,6` •I.;. ,S' ,;' .d:': ,t, �f' h �.• �.9• �} F ,ti.:.,Y. m "i :.t.+,.. , .r' .t,7` 'C.'>''ir9 t. .,i, ",�°2rr:}. .•t.',..r,� N'i z�� .�1' },1'.S T +'K:, d,.�.t.., :A er 3• ',�.' {" sr t�^ t � t 7r t.�, 1` i;�s' ,fir � � f •f. "� •"t,. '�. !) .. ,ist: �:�di!±l. :�1, kf.,. '•,,�.rt.,)s... a .f, T:`lacr r a "1 i' i. .,�,'� a. .a � �' {j; c.,„$�'"J a`v t p7, r.0• .9n t r r ? '„ .} k r )• Y'w'. .,i{6 t r' :�;rw,� IEi,�. �(.Ja'�`t �, ydi ..t,..t;•Cft y�Z.r l:. .r,,.'7 �>3. , a' ,1'` f .{: ..J' } t y. ?., �Ya rt..;�l .L�j' .i"rt1 d, .t,#'i?, y''tsy lf�:�eVj1 ';41Sat 1� I�k.t;w. 't_•,{. {' i :� ;ti” i. r: T r .k. I. ,t. a, ., F r 4• .�,.f.. ,r f; { r_33Y� .'J i'f.'•t21'('�:°M`t' 1ix�is r ..� .t_. .!N i 5 ',. ;'.,•;y .rti. „i�r. :4.;' d S q j'.t j�llk'(�';..:U,Ciil,.,tf._,,.. 1: r 5,., {u,".. ;., :7 t' .t 7 7' :vdr.F i3d,., t).f' ...x ,t•.�,y. s,.:.w .N,4 N.." f 'ra,;ut7[,.:.. :'�' .,5 rh 's�i,th i<� t`,i- r„j"3 'yi'�5�,.. :.d}1.�.+1l13•i lk'>s vf.y�7 .y,)., it ".{p. �`�t''1:'. ,}, .$.r s„ rt' 'r 5'f.•. ,� f ,`r 31r,' s '��n:F.,l}f' t ,.+, a,:`Gj). {�'�tl?M,.j �k. a,e *).t~�,,:'l,ir„� 'Y R: e }i.1 .4 f t f a.t :,i ';S �'i •�y ,r, { .,: t .:. a fF :i' >•i' i a�, rr},;i t,}+ .�i'e�ar ,a.� k,. ;S; :t^o. f.,,, 'Y AL loom y tt �1 } �� t€ ,{, r h{ ..t 5 ��,'t ,r ' rr:r' l3 ✓ t t >tiSf�xa'�'4'"x f WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI +' E. Maintenance Data: For adjusting, repairing, and replacing locker doors and latching mechanisms to include in maintenance manuals specified in Division 1. 1.4 QUALITY ASSURANCE Y A. Source Limitations: Obtain locker units and accessories through one source from a u.,r,,; .;,,u•,.s single manufacturer. 1.5 DELIVERY STORAGE, AND HANDLING i A. Do not deliver lockers until spaces to receive them are clean, dry, and ready for locker linstallation. B. Protect lockers from damage during delivery, handling, storage, and installation. 'I C. Deliver master keys, and combination control charts to Owner. I A 1.6 COORDINATION A. Coordinate size and location of concrete bases. Concrete, reinforcement, and a ; formwork requirements are specified in Division 3 Section "Cast-in-Place Concrete." PAI7T 2 -PRODUCTS 2.1 MANUFACTURERS „u A. Manufacturer: Subject to compliance with requirements, provide products by one of the following: :, 1. DeBour h Manufacturing Co. j`tfi�rth., Inc.i d 2. List Industries, 3. Lyon Metal Products,Inc. ti,• 4. orequal 2.2 A'T'HLETIC LOCKERS �" p A. Body: Form tops and bottoms from minimum 0.0598-inch-thick steel sheet. ' <; :• 1. Solid Backs: Form from minimum 0.0478-inch- thick, solid steel sheet; flanged « , r t4k} for double thickness at back vertical corners. 2. Perforated Sides and Intermediate Partitions: Form from minimum 0.059$-inch thick steel sheet,with manufacturer's standard perforations, as follows: a. Perforation Shape: Diamond. CS-4199-00 10505 -2 METAL LOCKERS RO—3/19/01 7'4 — ?K�MM!awMltin'•!w'..'• ^,. .,.,.n..w.• .«w...wMwmw uw�M�^"^ l{t.{ nYW4+!!ff,'?� •i-^[+.... .J 9 -`;� E� r ,r .r F}'fl."A ;it n�i ;r f S o }. �., 1. t. ,', t� 1,• i i.'::{�istf r iF 1 t iS1t�.},f$�,�yr�},f.,y,+kc{yf; r,S S. 7,Y-+' t(ri,5' y f Sr t ' 'S :J- Ex " r I �xrA L�1�-,j KS""•" fJ.. .:a iS'�"t �i h�"a'iiN•i�rft P ' T �a.�tr t iti 'i,ti; l r 6. rv"tx r°'�Ly i<t'{"x«trr;•t C.i ''�+"L ' ,, .1 +s .i rS` 7, .r ! y 5i ..X f' .•t f F ,1j �5 ,ll�< <, {i t,e r�rat r :tkk!+y Y 1 •rr'iif,;�J"s t±,{�➢ x }3 ' �{, ?;,`,r #F S''}rr J ,f t '1, r { r 5 } i)i' 1,• '3" t ryrk , ;� ,{ .f � dNM1.{p4 :n.t.� �` ✓ � at ,t z .} .�. i i:r�r z, � r.ffy{� ,ias.{,Ss,�,Y�m4��`7),p,.�a.�ifi1't ylr r ,r. Vi°t r` t t az tT!t,{. i ) y.,, t .f�F� .e r s i. .1: n. iF�+t Y.re , !� r'�'.•,'�,�,Ug�,3,-'ro'� T4�, . L,. ..z.t � _ w..a.+..ntrr..++.am :. ..:�..,,..� ..._ ..... ... ...... .r.. ..,_,. ,.�...... ...... .... ,., .... .,. . . .. .,....0 � ,....�.... ....q.{.�:,...w., .+w.:w � tF� t=3i�1fJ(��?ft`pu w� WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI ( t B. Frames: Form welded frames from minimum 0.0598-inch thick, steel sheet channels w;1 or minimum 0.1046-inch thick steel angles. i 1. Latch Hooks: Form from minimum 0.1046-inch thick steel; welded or riveted to door frames. a 2. Cross Frames: Form intermediate channel cross frames between tiers from minimum 0.0598-inch thick steel sheet. Weld to vertical frame members. irr , C. Perforated Steel Doors: Form doors from one-piece perforated steel sheet with ai'+ flanged edges, complying with the following: 1. Sheet Thickness: 0.0747 inch minimum. 'i 2. Reinforcement: Brace or reinforce inner face of doors more than 15 inches wide. aR�4 �ti7 3. Perforations: Provide manufacturers standard perforations, as follows: a. Perforation Shape: Diamond. .i '1i>a �J wNt D. Shelves: Provide hat shelf in single-tier units fabricated from minimum 0.0598-inch- thick formed-steel sheet; flanged on all edges. ,ll•Csl`;l,t;,, �� E. Hinges: Heavy-duty, minimum 0.0500-inch thick steel, full loop, five or seven knuckle;tight pin; minimum 2 inches high. Weld to inside of door frame and attach to i, f= door with at least two factory-installed fasteners that are completely concealed and i b ` tamper resistant when door is closed. ..3 � 1. Provide at least three hinges for each door more than 42 inches high and at least two hinges for each door 42 inches high or less. F. Recessed Handle and Latch: Manufacturer's standard housing, formed from i'`''i''7; ='•t= 0.0359 inch thick nickel-plated steel or stainless steel, with integral door pull, recessed for latch lifter and locking devices; nonprotruding latch lifter; and automatic, i prelocking,pry-resistant latch, as follows: tnr=•�_;�i 1 1. Provide single-point gravity or spring-actuated latch with padlock lug. G. Size of Lockers: 18" width x 60" height x 24" depth. � 2.3 LOCKS .'; A. Fabricate lockers to receive the following locking devices, installed on lockers using si Cw security-type fasteners: ,.4 Combination Padlocks: Key-controlled, three-number dialing combination locks; <<z `";f ;7 capable of five combination changes. ,,� y��;; ;•. r t v" ��•iiJyp„�• rr i.✓ , C5-4199-00 10505 - 3 METAL LOCKERS ' RO—3/19/01 •-” uw.e..r. T,^+.w r t R .trre...-.r..,..,7== ,x . wn•� r F t �•F ,'tet y5. 7,r �+�. , I � �,! t t i ��,; r 11 t 7 t i/ S �, U�{{'' r+7�+�Jis}E�S,:. ..p j •f "� t .1>. t ,�t 71 i'' S t! t r S 6 t.S r r � i 7 }. .! ,7.. +s .J i .� `� t{ ,tt,�1• P`)" }:� t t f ft,.t:. t. 4.. .:;•t 1 s t7 'i !i �'s;r j+s r t 7 • y. • � t 1. ' } ...:ran....r.«.,..,..u...,.,.r.. ................... .. "__ ......-..., .r,.<„,,.. .,. ....,.,..r,,,. .. ,.....,..... ... ..... .. �.. _....., .,.,,,.,,,,,..,a., ..„.... .,....r. ...... .,... _.... Y....w..,nf!'.,4Sp5.��+` �s4 t4}t?V.3�i�rw.T p , WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI P° 2.4 LOCKER ACCESSORIES { A. Interior Equipment: Furnish each locker with the following items, unless otherwise indicated: 1. Hooks: Manufacturer's standard zinc-plated, ball-pointed steel. Provide one double-prong ceiling hook, and not fewer than two single-prong wall hooks for single-, double-, and triple-tier units. Attach hooks with at least two fasteners. 2. Coat Rods: Manufacturer's standard galvanized steel. Provide rod in lieu of ceiling hook for lockers 18 inches deep or greater. ^�. •.fix; B. Number Plates: Manufacturer's standard etched embossed or stamped, aluminum a p number plates with numerals at least 3/8 inch high. Number lockers in sequence indicated. Attach plates to each locker door, near top, centered, with at least two •-a,~i�s'��r'. � aluminum rivets. ;;• 1. Closed Front/End Bases: Minimum 0.0598-inch thick steel sheet, without overlap "y or exposed fasteners, finished to match lockers. ;;. C. Continuous Metal Base: Minimum 0.0598-inch thick steel sheet, channel or zee r profiled for stiffness, fabricated in lengths as long as practicable to enclose base and base ends of lockers, and finished to match lockers. : �• '' ' Y ii 1. Height: 4 inches. j D. Continuously Sloping Tops: Manufacturer's standard, fabricated from minimum 0.0359-inch thick steel sheet, for installation over lockers with separate flat tops. Fabricate tops in lengths as long as practicable, without visible fasteners at splice j locations, finished to match lockers. Provide fasteners, filler plates, supports, and ° f closures, as follows: es: Vertical-end e. r 7; 1. Closures: type. ,,T E. Recess Trim: Manufacturer's standard; fabricated from minimum 0.0478-inch thick ;.g } steel sheet, minimum 2-1/2-inch face width, and finished to match lockers. Fabricate lengths as long as .a trim in len g practicable. �� '�`nfl F. Filler Panels: Manufacturers standard; fabricated from minimum 0.0478-inch thick steel sheet in an unequal leg angle shape, and finished to match lockers. Provide slipz `.. fj `r; •1:. ^ , joint filler angle formed to receive filler panel. ++�Jj• r 2.5 LOCKER BENCHES it.p >RR�tti�tJt:. 'z A. Bench Tops: Provide manufacturer's standard one-piece units, of the following ? material, minimum 9-1/2 inches wide by 1-1/4 inches thick, with rounded corners and edges: ..,Y C54199-00 10505 -4 METAL LOCKERS S RO—3/19/01 a ' pp ^ 7.. K f )��fh��1�4'�✓4��1�.2 l � „,4 7 r y7 ��t",�h� '�j 11T:��i'�'�"�:.�'1T��. �i,(�it},°�',f .R c' r J • ,r. s}1'.. �1 i {�', Y-r qip, ! t4'{f trrt 4 t f /' .. � } �! •, i ' s i 2' r,f r trr �� 1 f5arli >'�{��(J� • 1�la 4� i l7 { r ..l dr .. •1 r �4A d�," YJit rrSPf�W.�'J V .. _ r r> nF,:�!fy�t��}�Yrr� J�k ti' ` 7 S .7.;��',�'• r r Y ..." rn 'ti .w..sarnkrrV'inHV+•nr...A.+,..m.n ra.. ,„ .••.r.......,.... .......... ..... ..._......,.,..._.....-.-.. ,r ,t. ...., +,...,.,.,.m.,».u,.:...,..y..,.a«.x.....l...r.r..,«ww+„ ;�` ,r. w'pJ WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI `' .`: `` :'• { t•S,' 1. Laminated maple with one coat of clear sealer on all surfaces, and one coat of ` clear lacquer on top and sides. B. Pedestals: Provide manufacturer's standard pedestal supports, with predrilled fastener ` holes, complete with fasteners and anchors, and as follows: Y = 1. Type: Tubular steel minimum 1-1/2-inch diameter, threaded on both ends with standard pipe flange at top and bell-shaped cast base; baked-enamel finish; floor �?,+,:;;;;:; .,•: j anchored with concealed fasteners. ,xr4' 2, Color: Match locker units. ` ' C. Furnish a minimum of two pedestals for each bench, with pedestal spacing not more than 72 inches o.c. ' i 2.5 FABRICA'T'ION A. Unit Principle: Fabricate each locker with an individual door and frame, individual } bottom, back, and shelves, and common intermediate uprights separating ` 1 ' ' top, y.., compartments. B. All-Welded Construction: Preassemble lockers by welding all joints, seams, and connections, with no bolts, screws, or rivets used in assembly. Grind exposed welds } flush. i. C. Fabricate lockers square, rigid, and without warp, with metal faces flat and free of dents or distortion. Make exposed metal edges free of sharp edges and burrs, and safe to touch. Weld frame members together to form a rigid, one-piece assembly. •'!.^i'uul't r"il'S• 1 A��'' 1. Form locker-body panels, doors, shelves and accessories from one-piece steel sheet unless otherwise indicated. > 2.7 FINISHES, GENERAL A. Finish all steel stufaces and accessories, except prefirushed stainless-steel and chrome- plated surfaces. ;;:r':: B. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal' Products" for recommendations for applying and designating finishes. ;,,s, ' C. Protect mechanical finishes on exposed surfaces from damage by applying a strippable,temporary protective covering before shipping. 'x' D. Appearance of Finished Work: Variations in appearance of abutting or adjacent .:t pieces are acceptable if they are within one-half of the range of approved Samples. ,.? Noticeable variations in the same piece are not acceptable. Variations in appearanceks of other components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast. x C54199-00 10505 - 5 METAL LOCKERS r� RO 3/19/01 };rte' �+`�' t�, {� '71t.5. � d 7 i' , { .....-..-„ '. > t lS ''_� �t(,.i� 4 ]��r •#fair{y(w.J s, q l�lb° �l'• � 9�h�fi '�}l.3 .],. t,' <) 'l. , J> r ,, ;a .j, t s.rx n+y �, ��r i�•.. J } ,y..^ p ("` rPI7L�.. ,P} ' v 1. , •.�}" fs.1 , �} s { b ,.S r r (d +lC;� {>>,i t,.r P' �i I } 'i f r t + " •:, ' � � � .. � t t�� fl � � ��II{,r;��, � � fJt4 tt c ., :o ........ .. .....1.,J�+.«nl+#RAlfi�, if, 4 f SQL •.S it I WATER POLLUTION CONTROL FACILITY EXPANSION 1 CITY OF JEFFERSON,MISSOURI ' 2.8 STEEL SHEET FINISHES —I A. Surface Preparation: Clean surfaces of dirt, oil, grease, mill scale, rust, and other contaminants that could impair paint bond. Use manufacturer's standard methods. and retreatin y � B. Baked-Enamel Finish: Immediately after cleaning p g, apply manufacturer's standard baked-enamel finish consisting of a thermosetting topcoat. 1+ ` Comply with paint manufacturer's written instructions for applying and baking to .r;,,;., }{d achieve a minimum dry film thickness of 1.4 mils on doors, frames, and legs, and 1.1 ;:,:} mils elsewhere. I 1. Color and Gloss: As selected by Engineer from manufacturer's full range, r , PART 3 - EXECUTION r , 3.1 EXAMINATION f I iy A. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION .I<' G1ry A. Install metal lockers and accessories level, plumb, rigid, and flush according to -1 �afgiYs manufacturer's written instructions. , Y with stand B. Connect groups of all-welded lockers together standard fasteners, with no Mill .,. exposed fasteners on face frames. . f, 4'N l C. Anchor lockers to floors and walls at intervals recommended by manufacturer,but not , <<� f ,., .• more than 36 inches o.c. Install anchors through backup reinforcing plates where u, ` necessary to avoid metal distortion, using concealed fasteners. 'may, txr ,x;�Fy3'r�' D. Fit exposed connections of trim, fillers, and closures accurately together to form tight, 4 , ... hairline joints,with concealed fasteners and splice plates. E.. .. 1. Attach recess trim to recessed lockers with concealed clips. J� + try t».. 2. Attach sloping top units to lockers,with closures at exposed ends. 60 inchesf E. Anchor locker benches to floors. Uniformly space pedestals not more than apart, and securely fasten to bench top and anchor to floor. 3.3 ADJUSTING, CLEANING, AND PROTECTION ys " Verify that integral A. Adjust doors and latches to operate easily without binding. ° locking devices operate properly. METAL LOCKERS CS-4199-00 10505 - 6 y, • —3/19/01 RO =77711...+,,.�m,,,um+a�+=w.wx araf!rW'a... , ,r r t t 'r;r S .Yr' r�r j Kr}�}:��r�� t`(-e•. 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'{r..'.i' t. .�..,i�.t?w` hula i•e;�c �a XJ.�t:+�S`vr :[,,..- YF'.�.?�.in,�,2.<, Ny. f�{},��3 �j',y' 'S r s�.St R•` {J. .(r f1 3k,`,�S,t, d4iv 4 r { .�:= �,;; ;'. .,•ai,,,«/r tF,y jjjdz $ nl }} ;. c� N, r�+• :3,s v 3. � � :�,t_ #n n � � ,::i."a3 hC,il.i�`°i °,r� r ,r t ti,i t >l�'fir �rP(Yi!'„ r:''.dG)(;�•c:,y�at.xc'f�5,;ttyY "�1F, ''n� t� ” ;_3 ' �` f:+•��""1';��b�d`t,,Y��;;�rb•,��;�;;!;'�,.•r:�t.�{r.$r:.1 ,}L7y r + r;:r;` t;�. 3 3 ` t' a:i'�'r 't ��%t't21'�'e -�`rt' .}t.;,, ry?rk:.4 t�yr,.3�:f3S�� ..,.,�= §(' i .��..'a< � M131°. } ,�ri!''+�,{s"i•��::.i..Gsi��:�:�.,u:l .5��.: 3 7.;'�'»t'.SU_i.s.i�..w,'.,uw,.+.::eswli.,�d.Hwtn,.u7a,r..:.i. �.. s,., ..S.w.:.t.e,?;s....'„c'3t5'tl.s..u..i..tul'wt...•aw,u..wl::aw.a'itMatdfµWtA#,+� 'wa�1i .9 WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI iQ '.�vx� qtr Y�,�'v"•':}s`'ki t B. Clean interior and exposed exterior surfaces and polish stainless-steel and nonferrous- „ _; ; 3 �:a: i. �_ ,+ f v ,� j metal surfaces. s5 � "�l `a,`�. C. Protect lockers from damage, abuse, dust, dirt, stain, or paint. Do not permit locker . ', use during construction.: <}$� ' D. Touch up marred finishes, or replace locker units that cannot be restored to factory- fl � rzr finished appearance. Use only materials and procedures recommended or furnished b `' 11 PP Y P Y i locker manufacturer. F' ! j 7' '{ END OF SECTION 10505 I S :� {•fir ;�35>�.�✓`�'n:,;�: k, q�;Yi�%64�;i, Kei :isKVr�:: t t'� c tt Nt=. ' t r 7• • 3 si11 ': v, 331 r. . 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'1 {"f'uf., E.: ;F'e;7.A�' �v6' •,:'. x 3�•� t"„ c}.r`.?. ._ ,..Ir>St..{: ,t >,• t.(Y > r t ,,,Ve+.�.4. .f,F,r? ,t.,. }t :S :1, ;fY,•.•:};'tt .ttu. ,t,i �: i�.r :c.t.. *s:. .,,� C� ,.�>,rS .�' s., .•+7', RS�f+•'f,� ..� :3. .:}.>�Yy,/ J` •d ,.r'sti, ' �" ��,...�a�:f�f` .h '3�}•j'. 'i f' � s'�t.�rt 1' :Y.rf(,,:,. 4�'. ;:i,.,( r.•',a, ,•15:. 'J f. .•��f {y: ,nr ..}2:�iV�{ �17Y.r?a .i!-.;;�t C-i'Y „{' :t..,'� � b�' OW, VIA 11 111111 y•tai;t��,+stit=. .04 tr1 ixd'7 'hal { ' S ".i:?(r,-5,• Y�, J t 1. }' t�'r ;��2 t, I tfY�r'i��l::;k'i°��?J�sxt'rs°;sfi` } b Y� T t'!l�k i•2},t 6 t ; 1 F, 'i..l t1'��t fF' S'l�jY�j, t.��4'S��`{�{ti` +.. i{ it'. � ti(:Tr ; `�.r 1 �.t t' 1 5 .. f i ti r f 1.t 2'L .Y41T�.,�.'(h'r. t4S',Yt��l1,•�'r'q;y?f� ''` { '{ ':t: � ;' . 1 .,• i r.,s j .4 �j tr.tlr irrt:. 5^ P"'f t�""s{.. K::ir.,.'(t.wi...,...r.;w�•.W+rxa%.wr.;.«w..a...+,...,.... ✓...,..,e, ..h niw r„ n-w J;r r 9.,{., :, ..\5 {.XL .. ..... •. ., .. :._, .. .. ,.,«..„a. ,,.,........ ........ ... ........ .,x....w.....»_-..»..w.-.,w>..�.«t...vrw.,.,r•..�tnxya+,eN�r.+Meaunw•,itw..-awnr.,�•'Ww+.d�iBMff+k,�,VnS.}5'y�;y r ��4 Ft�, ' r � 7,r a WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI t s; 1 � SECTION 10522 - FIRE EXTINGUISHERS CABINETS AND ACCESSORIES , r PART 1 -GENERAL ' 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General andF $s;. Supplementary �-° pp tary Conditions and Division 1 Specification Sections, apply to this ; Section. ' Y, 1.2 SUMMARY '' t A. This Section includes the following: 4= :. ,k, 1��1 r1'�'�- iii,i.:%!• extinguishers. 1. Fire h uis ors. 2. Fire extinguisher cabinets. ! 3. Fire extinguisher mounting brackets. �;;;•�tirk;,.�f�;, 1.3 SUBMITTALS tv� f?rf' t't;'• ''; j , t•�17,�• A. General: Submit the following according to Contract and `} 'irk} '' ' ,# g the Conditions of the Co on l Specification Sections. i;rx'Ysµc �;. Division �tidYj;J'�.4:r"'nyv ^ B. Product data for fire extinguishers, including rating and classification. t. ` ,Y • t F' C. Product data for cabinets include rough-in dimensions details showin mountin ''' `'g'' ' methods, relationships of box and trim to surrounding construction door hardwarex4NY ± cabinet type and materials, trim style, door construction,panel style, and materials. : -rr ;,•.:, 1.4 QUALITY ASSURANCE Sfw 5#;T•fi'4�,''dlt7�SUn't:.:..;i';i ! A. Single-Source Responsibility: Obtain cabinets from one source from a single f manufacturer. • ;�f <.to; �j �C�4'�5.stjufj�lx�'• B. Coordination: Verify that cabinets are sized to accommodate type and capacity of �``` extinguishers indicated and p rovided by Owner under separate Contract.tract. C. UL-Listed Products: {' Fire extinguishers shall be UL listed with UL listing mark for i type, rating, and classification of extinguisher. � i 1, �:ti+,r�'''��4't•� .; 'Ji C54199-00 10522 - 1 FIRE,EXTIGUISHERS, CABINETS x RO-3/19/01 AND ACCESSORIES "t,Y 4�..r w•te:fi.::r „ ,.,. ' a4'N•'•^'^^ ...v t , t •gn.•-.r..+.-•-•.•r..w^n^'RkM'4klirr.R)„xi�M91'.A.r•t!.`^">"','^!;'•r;i`.'i7:1.P S't! z^,.�ry '7;'^"Rw.'.wr+.•! JJ �1i ;> •,;.•' :?, �'. •s°'G I ..21 .t .r, .,i'; ,t r.r,- Y2 a.�f .fi,- w„ .1' �r�, „5., . �t ,::rf' A ili ".�'" %_;,:i tT 'i ,r '[ .t t r;s .•,...t. , ='S ,�,«,.,l,:.,r:•!'<•.;r,r,.,•. 'e e ,::`}.' 7` „f ka..:.<r �'.�}•.r-tt,...y. e. 4 ;,t.w ,rF 4 �i t'�'r> 't .iF rt,:t.• ,..1. \a„•.":d.ir�i,.v. r�^'r,.. 1 ft'•..'.: r 5. ;f,�}. ,S) .f}. vi 7! ••i`.r �.i 1{.✓tr 'yq d'yy'': .FS,��.,5,5-'7 r•�"�, 1,' �,y �ij >si' ,' r,t,•.,� b,>;9:;.e .->-r.',•Y.I }r't r r,:. ( ..rr: .-{{!.r si�:,t. ..'t 1._ '}. .i .,. t.- :t::' :a ..t r y. '.y.., .t ,q.: f. ,\,2,•:. s.f�\. 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'! : •.c r t t•. y r'ii =r�.t'<•' ,�i.Lrr': .ic,. !' Ja.iF.:., �.cx.,�4 tur">§,a;eJ'.:' jj 'i4.: .�,>',:+. ;.jC •,yam:,�'n,.yyrl�.tSCir,-f .1,:{. t' r.ti ..,5` r. r \ t" e+? :t: .La '1r>,Ir"f:r;t5; i\,...il�.'d{ :-f sr..tir�: a,>.r f`.„. •tF.�dl .{; ;t.;7\' ;�T., -S a.i1� k: S. .�� f;i �1 'J r- �'-' t s. t;r_s i;;� ,:7, t .'fa.-t'1( d i .r}.. ::,rY ,.Ss,4�r.,. •.7i c� !.�; �"J f' 1.,r�t .,1. „'�,✓.r i y;t t 2 r,r~f..Cf,>-- I.et�.�,r f�i mA NO l.i 4 12�:i a '.0 } Cr.:.•,:Z% t , ' .tfr* r,�n f"' r t r b f.:4'' p t' �ti tY.'';-rt?•�ti c':' .'+r� � ';: v ;i .',> rc ,� '"+}x n(r. Ji;4 t':], t '., ... r } • r��. x? 5 tx5 t, 1 .!! v 2i .i(,is'=x�,i ,r� SdiJrw»Ss...,..vi�,M`-ww...uwS.Cx....a.,�...,. .. .r..................,.,.. ..,.., ,� ,...w~4r.s•v�<ry .,t,., ..._...... - .._.,........,..w.,.yrpiN.tlaLrY.,m,hfiiM+ re,.cunt,..w..•.R..�'...:.::.r„w:,.'.f,.ti3.wN�S�'�Y'iirt•\58°3 ��I�ti}al'�i,42. i :1 4.,fit WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI t. t PART 2 -PRODUCTS i 2.1 FIRE EXTINGUISHERS } A. General: Provide fire extinguishers for each cabinet and other locations indicated, in Ell colors and finishes selected by Engineer from manufacturer's standard, that comply with authorities having jurisdiction. ' L R r1�it ',1 r a B. Multipurpose D Chemical T e:UL-rated 4-A: 60-B: C 10-1b nominal capacity, in Pm'P Dry yP ) P h') "a. t=' enameled steel container. C. Brackets: Designed to prevent accidentally dislodging extinguisher, of sizes required ; : for type and capacity of extinguisher indicated, in plated finish. 1. Provide brackets for all extinguishers, Manufacturers: Amerex No. 456, or equal. J j}} , 2.2 CABINETS °. A. Construction: Manufacturer's standard box, with trim, frame, door, and hardware to }•�; `,;$, suit cabinet type trim style, and door style indicated. Weld joints and grind smooth. kN'r? .w ti jtlr 3t,Fwa/�' ' Miter and weld perimeter door frames. B. Cabinet Type: Suitable for containing the following: f,.,•t,t q r715. f.i.! �'� n�`� •.��i L �ti1fi''s 1. Bubble type to contain extinguisher. i,,?+• ,.'.'.:;,; C. Cabinet Mounting: Suitable for the following mounting conditions: 1. Recessed: Cabinet box recessed in all walls of depth. ( y ' ;.'; i if,t• r.�1,r s�I ... a. Rolled edge trim with 5/16-inch backbend depth. ..1 b. Trim metal: Of same metal and finish as door. r' :.'.rM ;a' j i 'fir'`''+ tv•r,�Gfr't D. Trim Style: Fabricate trim in one piece with corners mitered, welded, and ground . rsr ; smooth. U. F•::�.:{''; . 1. Exposed Trim: One-piece combination trim and perimeter door frame ` overlapping surrounding wall surface with exposed trim face and wall return at �rl� iiMi N i,r k,v 4 tv• �4 r 5' }' outer edge (backbend). IK E. Door Material and Construction: Manufacturer's standard door construction of t; material indicated, coordinated with cabinet types and trim styles selected. <.$ 1. Door: Steel 2. Glazed with vacuum- formed acrylic bubble. g: 9 • �r`� � �`iix�. a' C54199-00 10522 -2 FIRE EXTIGUISHERS, CABINETS ' RO—3/19/01 AND ACCESSORIES `"' td (.s. c:{t,.'7 a n7777 ry{y..'i+t'iw.J k 1r e".fT�`:t�nd s5��({•�}y.�,:v.,�t",nt,1 J1+ke��t9wE�'�.t}�}uY�,;r,•dL'".r73�7.�'�S;a-e,tY G..�,iC,+a::v.* t � S 1'1 E,t Iz>7 E•;.•��'t tit a,E ¢ Yt !sa � y,. t t t t � Li. tt. t t':tl + ' it• r r•5 r i. �Fi�r. . Z^ .t<.'>, i��;rt"'',r 7,..,i!'.exQ�,/:''y:•'{`;t? f=.;•i.�•td}-3 >, .J; t _ i r}.�, , :,{!. l yrtt+ kr".�',`rf`i..'.�i>>';b_k"a ( 1T �4}t,3�'t.Frt,'r�r}.:,�r:,;V�.,l.S�.!'t•.,r :J+'t .r., } i:. f (r. .t,)y' t, t =.§:`' ' ti.. t t' :i. f,s � .�. fi.,F. .thi: •}t�.;;,�;y�, t'.,,� 1'�t � .,�� t�.5. '•i''2 +1t(�' 4 t 7 r t''. 1 ,+ :.� ,1.:. s t� { !y' � ,. t'. it' r .? �'�" ��t� �. ��3t1;r . a! xY,�. .. 'ft 't 1 a ?.'a t ..i... -.t. a y r..•7 r� t{ '4x �ib r>s �f i e t ?r 1 r ti t � rP ,,t fir• r l v+ �.r fdt @•i�t,, `t�x�i5.�+, KS t E WATER POLLUTION CONTROL FACILITY EXPANSION 1 CITY OF JEFFERSON,MISSOURI ti F. Identify fire extinguisher in cabinet with FIRE EXTINGUISHER lettering applied to door, 1. Letter color: black. t r :a extinguishers with FIRE EXTINGUISHER in red letter G. Identify bracket-mounted ext g decals applied to wall surface. Use letter size, style, and location as selected by ��Y; Engineer. !a H. Door Style: Manufacturer's standard design. "' - 1. Bubble Type: One-piece molded clear plastic with steel door. '�� ' I. Door Hardware: Provide manufacturer's standard door-operating hardware of proper type for cabinet type, trim style, and door material and style indicated. Provide concealed or continuous-type hinge permitting door to open 180 deg. �•'� lM1 rtS G1,. . ' J. Manufacturer: Larsen's, or equal. }' ,t 1. Model: C2409-R at nonrated partitions. 2.3 FINISHES FOR CABINETS, GENERAL M{{yfY A. Comply with NAAMM "Metal Finishes Manual" for recommendations relative toix`r �1: applying and designating finishes. 2.4 STEEL CABINET FINISHES A. Surface Preparation: Solvent-clean surfaces complying with SSPS-SP 1 to remove dirt, oil, grease, and other contaminants that could impair paint bond. Remove mill scale and rust, if present, from uncoated steel, complying with SSPC-SP 5 (whitea';z`: ;'c �- metal blast cleaning) or SSPC-SP 8 (pickling). '{'`°_�„ B. Baked-Enamel Finish: Immediately after cleaning and pretreatment, applyrrr �,7; ;:; ri < manufacturers standard two-coat baked-enamel finish consisting of prime coat and A ;� thermosetting topcoat. Comply with paint manufacturer's instructions for applying and baking to achieve a minimum dry film thickness of 2.0 mils. 1� .^i`•,{Y s'` 1. Color and Gloss: Standard white. ;j:''•'} 4� ptr �'t fit. d•�i''I ` F � t `•FJ' ... Y.l✓2 IRS C54199-00 10522 - 3 FIRE EXTIGUISHERS,CABINETS —3/19/01 AND ACCESSORIES RO ;., . A2wt))� T° -.+v.w ry r^ :7;'j':Cr•I[ �•r« 7- ES 3 µ7 Jr+'df 'td } �i� ,LT kt1 1;,Jr�•:r"�t t' �: �:'1�.,l y >1'f�:'• ,.r.�f;3'. `r:, Y ) ,y: > '1' ,1 1 ,d„,. 1 t i �t r :'i 5 f '4!It .•.y!S;r+!•.f ..II14 4: �T""'p>';lj••t', C.t�(` 1.1�.,JCt.it;F•;}.l't..z!,, s..; 1,°I't .1. t'8t'1 •',Y r {':''1.7.:;';, ..,.i< .,•.•{,< A- '!;:",r:r4t .k s,,sr,os.c,..,j}rr ,'.S?ra.r�?rrjx�v^.t,*+'! .t>7J,,3.,� a7.r�, r. 1'� r' { ,. r' r r. '.s � r< a„' t,l ,},nt. ? ,•.. W �,'�:�t',:fwt�!rj vl,,t(i}3 S. 'tfMg •+i(„53. .Y`,3,<.l,.ayF`is.r 'c.'.1. 7•;7' �a r ^'e .�• r f, {. ,i ,..tir ,{.ri.i.1 ,>�'1{�y'+.e.��: e�'11w,•y,. t �,k., �' '12A'1p 3!;' t.,:J t'{,'y+ '1' 'U1 �IJ !i .S q. 1::• r'1. 3 i4' 1. S ,'f1'. '.t' ..l..�JYr... ayR•gt)�,,2 .Afd'.4,.,1, �' ,��pp a;,r, .Y: }fi•�,`a..r lip„ l A t j ..} `rl '.)' 1�` k'Yf�., .} '{9�/ ,�.�f�.,..wvL4 j 1 •1{ . r „ IMF :!�¢t F'SY'•7a1 V rr y'vi, r,F„[ t: ,s� s,•A S 't E. e 1, .cr.4." ,.�.._;. + L�;,4�'! •.f''l:vy.�,:E�,+.(�r.dJ2M•�1# }A{tsivv, :F:!�,?ii�'�i: ,{e, d f.' +1 }�;, t r I`! r?" ;{k� �.�,r::}j,4�3`i�Y 4i4' y �{g}..N, e' ,a�+d ,Y �a w�g ,'�I��+ ' �'i:'lh�µ!,+�, l 4.� � t4�•° ,�P E:.t.�}i s;t t 4 •�� il'�. rx A 7 u3 '.i f,�v.., R: V•`1�1 j,�'Y:rR(,� ? 5,� '?"j,;•4 C`; .1t F.4 et. S' '{>�Fbt",,.vi:,�,y,.�k!',t.,.,,rt l,x �e'1 .t Ft' .1 i ; �`s 41k s �. 5 r �.t7ri*,},�;ti'?,.•�j,�•I1y 1',t � {, .d ,, tk,,. t i+``.�..,yy�*•x�," .�. �.(�F�f$�,,,r,t4t i�7Y;f.?•1`f�,rjc r. ,y.zFt�ty� ;,t a ;Yt fit. .r; �, ; I t }.y��t ;i7 �.} �;.a'.Sit;txl e��i� �+Z;•.��' "lFYj J 1a to b a(+, Sy:.FF7.f,C;t , Nil 4,�$AS4�lr}INX;; G ;; �:,��;�'�"�� a ,,t,� d„'�` •d'�sstj,�� M djt1p}.��7E�t�:rt;+.w:;:• :,�,=t'='! , t' , ,r': s. �:a,. ..w' V# �.>'''a , ..��'s 4a, 't.. 3i.xs•i.p�ff:y'l;s "r.,,�. r,l � a :r :,� k rt. .yt;s �� `� 4. ys t�7 ufkt�;y" '' � �.. {'Te° ,� .n .y.4•"� �s' ti �,,ac.i tt t.�� 4 i!.' rf r , ,j 'f �] y ,xy: s.� .t r c '. f.. 7' 4r2h �`ii °i GSt 'I' ` i F 1t t its N• �•��c ,�� ,+�', �Q.°•' 41��a��>�sL,"tL��;s'�'t�,'�`p,i.1,...`,�.1«s�+.t.., :,i?'' .,,.. ,r.L.,f�:.'.w..a.a.a.......... ....x...w.,.,,i.+.rer,.+,u....<...w.«..,.. ...,,.,., .. ........,..�,:.M„wiw.iiiriNw`eY3wF«arcv„se:ki:«.....,.d.wwt' 4:.�:;!`ii.ram a � # • r WATER.POLLUTION CONTROL FACILTTy EXPANSION CITY OF JEFFERSON,MISSOURI PART 3 -EXECUTION �dlra► "y 71S% SA'If �ta 3.1 EXAMINATION A. Examine walls and partitions for thickness and framing for cabinets to verify cabinet depth and mounting prior to cabinet installation. B. Do not proceed until unsatisfactory conditions have been corrected. ;A 3.2 INSTALLATION ' A. Follow manufacturer's printed instructions for installation. B. Install in locations and at mounting heights indicated or, if not indicated, at heights to comply with applicable regulations of governing authorities. , r �4, 1. Prepare recesses in walls for cabinets as required by type and size of cabinet and style of trim and to comply with manufacturers instructions. .' ,,,3 ` 2. Fasten mounting brackets and cabinets to structure, square and plumb. END OF SECTION 10522 4•yF�j k'YGyT"i� �'�,7.i��'r.'�f yihJisty*:t•V , I. f.. 4 r EN C5-4199-00 10522-4 FIRE EXTIGUISHERS, CABINETS RO—3/19/01 AND ACCESSORIES X rp�;';{Jja;'�• r'rs' :4,:jr}1t YR'YF2''�!7fy,; x;tt('d '3rSh,'., .'�tfi�• c 1�.,:t}t t+;h`�t5 s'�'•+•r'F t t 11 7'jf ;c S�StlY trL'r�t�Lt ,'i' `F '� 4 Fs #' 9,� � c v y,y,y, »,ht�i,Y, c aji .t` S t rf �t'f[ ;4i;r t". r r ti'r s t 45 tx ,S� `;)&r7ti r:�.i t r' 1` in4YY f S^r,t +.a 'a Zi g, $n 4;.•t s '1,A ," c s iy{ JJ� S`'�y3•,, � '��'„�`yh4r� 4';,,�.�' s a� i S �•.rt< i i��rt.. � •S,'� j �"�'� r t ! �h r•Y° t;'ls �":' t � :F. •�}�,'t;,` .t „!'r�. ;s{�tIIt�da�i;�� k�. .dt'�y �f �ti 4,, ! ;�tt�,�$��7}"'.L`iz `�,y'�'.5��:�`,i:el;�rt9 S,•:.S,t"s.Xtf�a; '�',. �f.h% S,� ' !� �-Y rr.�`.�; r, v� S_r;FA��cFir��r t .E. r,.r f, � C,r,�.`2 r c ;� ri,.};•;,!y' "+ ' 1 nY,4�g� fi�A. l � 4. •ri: F.f' ,j ''''� �%. ,;;�`n. xY` ;7.�76E•'k, ,j, ' ;,5"S 3r'ys fi. 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J i� sl J,Qf�j�7 ,. �•, t tom, i }i 7 l � , -� WATER POLLUTION CONTROL FACILITY EXPANSION CII`Y OF JEFFERSON,MISSOURI ` SECTION 10671 - METAL STORAGE SHELVING • •mot PART l - GENERAL S�z✓•.,yt . a 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract including General and '}J Supplementary Conditions and Division 1 Specification Sections, apply to this Section. .. 1.2 SUMMARY A. This Section includes post and shelf storage units. ,N • 1. Division 6 Section "Miscellaneous Carpentry" for wood blocking and grounds for j •-� anchorage or for shims for leveling shelving units. r r` 1.3 PERFORMANCE REQUIREMENTS "1 A. Seismic Performance: Provide metal storage shelving capable of withstanding the effects of earthquake motions determined according to the building code in effect for this Project or ASCE 7, "Minimum Design Loads for Buildings and Other Structures," Section 9, "Earthquake Loads," whichever is more stringent. ' f z < 1.4 SUBMITTALS `!{ A. Product Data: For each type of metal storage shelving specified. Include details of � construction and connections relative to materials, dimensions of individual components accessories and finishes. B. Shop Drawings: Include fabrication and assembly of metal storage shelving post-to- shelf connections, bracing, and attachments to other work. 5•..tj, f.v,.f.;� C. Samples: Of each exposed product and f or each color and texture required, not less than 3 by 3 inches (75 by 75 nun) in size. D. Maintenance Data: For metal storage shelving to include in the maintenance manuals specified in Division 1. 1.5 QUALITY ASSURANCE rr A. Professional Engineer Qualifications: A professional engineer who is legally qualified n� to practice in the jurisdiction where the Project is located and who is experienced in providing engineering services of the kind indicated. Engineering services are defined as those performed for installations of assemblies that are similar to those indicated for this Project in material design, and extent. C5-4199-00 10671 - 1 METAL STORAGE SHELVING ' RU 3/19/01 ,A� * i Ns1 ,,'�"j � ��Iz,`.�if2flYrSi!(. w...•^^+.+^7*..-t, t .^^^.+++w47•nc•+"aw,w«......• .t .y. �i. t y7 t! '.f "r •r•� f n .n A:•4i: {( >tY};' :' �' t -7 ` 5 t it,,r i, + f^,t «$:.t ''','Jr [�bY;r"',•jl,4i �G iit i"• '�1 , 5 z✓ ' I , ',f ' = f tl. .;: ' r ' .. q'.{ .ir S P �t 4!• rYhkl�t. :�'� .S � .:.,,,_..i, , ..' .. ».v_..,. :.... ... .......:. .. .........__........ . .,.. ,>..,.. ..... `S^' ?sly WATER POLLUTION CONTROL FACILITY EXPANSION s CITY OF JEFFERSON,MISSOURI t B. Source Limitations: Obtain metal storage shelving through one source from a single manufacturer. 1.6 DELIVERY, STORAGE,AND HANDLING a t` A. Store shelving in a manner to avoid significant or permanent deflection of shelves and posts. lV 1.7 PROJECT CONDITIONS • �P' v Yi A. Field Measurements: Verify metal storage shelving placement by field measurements and indicate measurements on Shop Drawings. B. Space Enclosure and Environmental Limitations: Do not install metal storage shelving until spaces are enclosed and weatherproof, wet-work ins aces is completed r •1'>' =fij`r '.l and nominally dry, work above ceilings is complete, and ambient temperature and humidity conditions are being maintained at the levels indicated for Project when ,r�,, >` occupied for its intended use. ' rl. 1.8 COORDINATION ., �1 pr..ruby tr 4W�i X,, A. Coordinate layout and installation of metal storage shelving with other construction to 73t1J ' �r •:a which it is attached including floor,partition,wall, and ceiling assemblies. + •;�r ,, ,� 1.9 EXTRA MATERIALS ;.x s A. Furnish extra materials described below that match products installed are packaged with protective covering for storage, and are identified with labels describing contents. 1. Connector Units: Full-size shelf-to-post connectors equal to 5 percent of amount installed, but not less than 10 connectors. "'"'"'R7 K! uij ;gyp,, ;�9 �• PART 2 PRODUCTS 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, provide products by one of �, � » Y`>>� the following: ,r 1. Adapto Steel Products. +' 2, Adjustable Steel Products. r� 3. Applied Storage Koncepts,Inc. r: s 4. Bay Products Division of American Metal Works, Inc. a > 5. Borroughs Corp. ' 6. Durand Products Inc. w` w 4�aY 7. Equipto. C5-4199-00 10671 - 2 METAL STORAGE SHELVING 3 /01/1 RO— 9 �a.4i� ..` `"TS=�'�-'�•w+--•.�..+• •-C•• vwvwaMosn'aMtvR�SM!•'►iwFN4�twIK31�4F�Mtwsb?ww!•e.+'.^' xwn Err++awaq.�yHN✓,T+lf.�?ilAGttl�!'iR;LtP''Yr"x�`••.1""'"""" F t}r• .�.,nR'A{; y�.k S;:??=^yt'��'{U�� 2.0"'1•jYri.4 r (f )) 37 •F .f: ,' i .( :� '4..r s �� < s S }�' '.ii rYL y`?,,, �„s.}'j v ; .�• .t. t}�,�r'f€�I�.rt,;,.r, .e t r r.� r 1 j .t� ' •';:,1(.«i sh.�� .�f f.t1�+•.}tj}x q�C��$s'k �{ ,r�[1 t 1 sit xCl� ,�}tt l i t r.l t lY r t zr i 2 ti,, s:��; } M1ti t✓ rr i t f, }��(t.5 �,.,4F`�ts,�"7h,!ilr'S`}� (�1�.1F7,,�ty"`,` .� 1?'�.0 .L ac ttl � .�. . ,r �., r .+�� r t s vt. t, F3 .q{f:�t✓,.C7u.71.'f'li..{F•,Y•..�� L' . i �y"i7.,'i,'„wl,,l�s� !yF k�7z ,1 itkt 1 �� t' `•� 1. :t .t� { !.. i`, r' FC. 7i .i it s; t�.�,r� ,Jr tr iyt+'s!rY•��.h� d.�t:,��}�'aa'�yS f r'1:. • i � lr'f!'!ls�r7 ` s,e' c(t w}. , '.s i t,}A! 1. .,t, s .r 1 st;” 'f 1 7�} itiF}Y}}•{{ii�r c 5'r+ , 't s i r F f: � �{ 'r 1 t ' 't r �r s "i:� F ,. 4 �rl t rt..,4.'it�l',.,{',JriS�{��•�lF'4ti� x �'} . eti ;, r}r' t � , � � � %l: tt�i t�� ,. ,}��P+1�15•kn� '�j��,,+ .s , , r r .i::.. ..c...olwerrHMd•aria«:.............:.. ... ......r - ......,.... .. �1 51}- WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI 8. Fort Steuben Products, Inc. 9. Frick-Gallagher Mfg. Co. (The). M 10. Lyon Metal Products, Inc. 11. Republic Storage Systems Co. 12. or equal 2.2 MATERIALS A. Steel Sheet: ASTM A 366 (ASTM A 366M) matte finish, suitable for exposed . y=;.;.•, applications, and stretcher leveled or roller leveled to stretcher-leveled flatness. 2.3 SHELVING A. Shelving Units: Provide open shelving consisting of posts, shelves, and connectors of + size, material, and assembly to comply with MH 28.1 for the following evenly distributed shelf load: 4' Shelf C apacity: 100 lb/sq. ft. B. Shelving Unit Bracing: Provide as required for stability and load-carrying capacity. `!; 1. Bracing: Diagonal cross bracing. C. Post Base: Steel foot plate drilled for mechanical attachment to floor with bolt leveler. D. Shelves: Adjustable over the entire height of the post and as follows: i''„sr' 1. Solid steel sheet as indicated, of thickness required for loading capacity. 2. Solid steel sheet as indicated, louvered and embossed, of thickness required for 1 loading capacity. Air�1\•1•...,.,. ' .11N 3. Solid steel sheet as indicated, louvered and embossed, with raised edge perimeter, of thickness required for loading capacity. ''` ='w" E. Shelf Quantity: 6 shelves. F. Connectors: Compression clips. r ' 2.4 SHELVING ACCESSORIES °+ A. Shelf Divider: Extending from top to bottom of shelf. k�x;,, FABRICATION t.:r A. Fabricate metal storage shelving square and rigid with posts plumb and true, andrt., z :rid4 r'r shelves flat and free of dents or distortion. Fabricate exposed metal edges free of =�{ sharp edges and blurs. Fabricate connections to form a rigid structure, free ofryfJ' ` ,r fkf ri1 't. j nt'{i r buckling and warping. '”='' j '�� ' i�41}' wt �• C5-4199-00 10671 - 3 METAL STORAGE SHELVING ° « RO—3/19/01 7 h t cr tf5r r::.* 7R7v '+ T .w, ,n 4 •,s} C:S.3 ..7 ,i"` plc'^L Sc'rF�e.R;4atYtytr fi�i Yat rs r ,'a. { y !r1,{.. tlt, t=} ' :<A t t\r,? •�j' 11. ;?% ��7y. Y r `; r..., ,..a\ i.• , _ !' , i . , t s r'.t t\ t ��+r ,�fi .v ,.i�? ts� •:Sa':\ {K 1�a C f •.1 `.1 1,:1 �\ ). + r , t >' .7 �.I.. l •t' J t r t` •.,9'.h �� !�5 t' �, •• .S r , } r .;\ , j,. J t�.71 ar 1' ' �r tt: rrYYU"Ira Ft9r :. r WATER POLLUTION CONTROL FACILITY EXPANSION ? CITY OF JEFFERSON,MISSOURI i B. Fabricate shelves from one-piece steel sheet. ,b 2.6 FINISHES, GENERAL " A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Ell 7 Products" for recommendations for applying and designating finishes. I B. Finish all steel surfaces and accessories, except prefinished stainless-steel and chrome.. plated surfaces. " " C. Appearance of Finished Work: Variations in appearance of abutting or adjacent« ; ; pieces are acceptable if they are within one-half of the range of approved Samples. Noticeable variations in the same piece, are not acceptable. Variations in appearance of other components are acceptable if they are within the range of approved Samples and are assembled or installed to minimize contrast. 2.7 STEEL SHEET FINISHES A. Surface Preparation: Clean surfaces of dirt, oil, grease, and other contaminants that could impair paint bond. Remove mill scale and rust, if present, from uncoated steel. B. Baked-Enamel Finish: Immediately after cleaning and P retreatin g� apply manufacturer's standard baked-enamel finish consisting of a thermosetting topcoat. Comply with paint manufacturer's instructions for applying and bakin to achieve a r f! PY P' g I minimum dry film thickness of 1.1 mils on posts and shelves. 1. Color and Gloss: As selected by Engineer from manufacturer's full range of colors and glosses. y>::,, •X,', " PART 3 - EXECUTION tea, s.,•., '�k' 3.1 EXAMINATION r- �r tv ',a4rf ik tdj; :y A. Examine areas and conditions for compliance with requirements for installation r,?. `.r�°�� 'tic.' ,;'• tolerances clearances and other conditions affecting performance of metal storage ��;y; =•�=r��fr�t.,1, shelving. B. Examine floors for suitable conditions where metal storage shelving is to be installed, {1 �.,�Y��1`��'`: •z„. and as follows: 1. Examine walls to which metal storage shelving will be attached for properly ° :; irk: ?'�,•4t <. •..w located blocking, grounds, or other solid backing for attachment of fasteners, 2. Examine ceiling to which metal storage shelving will be attached for properly located blocking, grounds, or other solid backing for attachment of fasteners. ; C. Proceed with installation only after unsatisfactory conditions have been corrected. ,;,,{�.Y.�$��•„r,}. C54199-00 10671 - 4 METAL STORAGE SHELVING RO—3/19/01 ice.j s •a±+?.«wa+u...n+rwawum.«.rwa.!�rsy+N•tt4&fgOrtTii?ry�vATtXtr�;e+?wnr!W*,kd isYacsu»rearwww ..+..nr..apuww+Mw ^ •• . f, err ^"7M ,�✓_t:) Sr6j 1 c f �. .t, , t � s � � ��. Y�i `t �Y• G7 F ,,e, .f� '.'s• n.` '° : , .s,;, ,r .,� �. it { �7 zi ��,�Cy�i��(��',!}..� �;j�'�.. },f R kr,>HF7M�f7 1` + { t A'. } #4. 7:, i'.� t.i 1 %f i4 .fit fr.jY`tulf 3y �id ;ti •i� r,s. 9ft ,t s 5} r.v,9+. 3,,3�.i.t stiS �r t. ;.•!t i i Xr r s�Mty f;•�f1� f k? ii. . *sf YR .'t "� 0{�'r}t ytpy .4 t5r {{K ra' S. rk �d'$" ;tc: 4'„��'Pi•{l�''1t'd.1+.r,..r?�•.#ht yt�j+r '��r� + r 5•' t t r e .t". e > t. c S r �F'-�t5+�+.j}t��,,� 3;. ?,1 !•s7'?:§r•yf 33d�',,h�",yl fi 2 - 7ttXr,.r} r...t I ( r t, }t r� r ' � �r�"J t.+{ ,.T'.��.j">'^ I tf 1!!'>�'FY#? r. yd f Fi�s§I•i»L:«ir4liw^let'+t,1> �trJ�f,.:vw,f�+:ws•.a.n...,t:�..,.,.,.....:.+,'. ._r._ »,...r..�«i„u:.M.i.Mwf.e..y»Ya'iv'r�.k«,<v.r..:-5..y......_..... ...-x.,,..r, ..uL,iw...,.J.. «aL;�rl.w+r•a;,e:urr:+..nni+uwt+,..,w.ti5i,.:NwFii..o,{..:�t`w.,u1::,c:,.r'9iMiiW� rail: 'r ' •4, 'N 5i+; WATER POLLUTION CONTROL FACILITY EXPANSION �r��.;�y:�•'�<;, CITY OF JEFFERSON,MISSOURI 3.2 INSTALLATION A. General: Comply with metal storage shelving manufacturers written installationtw.�; instructions, unless more stringent requirements apply. B. Install metal storage shelving level, plumb, square, and true. C. Anchor shelves to construction by method recommended by manufacturer's written t5 instructions. j''; ;'Lai t D. Install shelves at spacing indicated or, if not indicated, at equal spacing in each unit. ?� E. Install bracing as recommended by manufacturer and as required for stability, f•tg extending and fastening members to supporting structure. `)} 3.3 CLEANING ..yr�P r�13}'f..::'i r.l •,fS {} 'R. A. Clean finish floor over which metal storage shelving is to be installed as follows: -� �SF ,`.; .�.. 1. Vacuum flooring. `'•:r��' 7a'�� 2. Wet mop resilient flooring. �! yi END OF SECTION 10671 rah # it ri�S7Al � l�r,"t� S y�tlS:'ti, 6 rr� C5-4199-00 10671 - 5 METAL STORAGE SHELVING }� RO—3/19/01 tr �� - •4r'�'�.r t4 i. rn-...+.,., xe.•.An-++,!,,+.,.r.+ .wr,+nw`tR* ',^"'n"a:a`*,3t 1£47;f'+i ��'• '„ 2rr tkF;kr, r tii;;z, IQ3k iiy � `.is. �, ..r),sr ,=v• Fi.+'3, ,a'�y, i'k.,i?-di {,+ '.t".,.3s,`, 5 t�' r' ,^;3•fi:=., ``K rwig xd'f"[:.{� �Y, u" t�,.� t' :71, .};,,,r+ xX#�+,• tr�,.rf.•�';{:`,F( c ,a- �. .i� :,). ; , ;.,, 1,. +s.°•+��' f �r,�r }�Y"ff• a v, .+ ,+.fir,.,a �•.,y.,.,,2:. ..f .� �6., f''it" '::t't<� e1 et!., { tr}, „,T<�>>s.}r ul1 '''''4v,1 :,+` g,vi*xif�., -.+'� rri+h:;{��,,`,,..,, !t�.'c•1'. 3•:•Y?. 3}'t,�( r ,.ti it '!xea ;t,i'-' t -r,. .t i:t)s� �j}. � i: r,T. 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Y. t. >i•F` ,i:-:dG7:' ,i.,,d Z.,57,E f y nit s r r�f','�ri�i. ,� � .;. . r 4 e. 5 `� .'s` a.• t, ,1 �-'• rr` ,�,."',, ) i ` +•.:�.+ 7 t rt"�, y s t n,.. f:F .s 7 ,:r`•i 'c±r I ,t' � ..r *.a.f, l..A: F' ¢,r11?dr.}'M,.tk ty. aae•. .r�1..r,+ r.t ,.,.p„re+:r.,„y�,,.. X[.• '.,. Air• �'r, ,� ;r.'i"7) .t, �J r f ->,,.. ",1 1 , r• :'?�!:'2•F .•< .f'7t ,i,- !:v. { '� i rr Z :)r, ,�"a s.r q;f+r ';*.� •'� -!, .-0"•=s'C r :,vN^,.7tr.;!�.,,; {•� tt ry r, f t'� �,:vx�'i 1 Xi t.r�' �� t.�y�" !f+•Y. A t)-: ..,''•��.X }' 'r>,{.:ar �{C, .r. ,,t,S�Cn t.f t,,� S. .1 .(N "i•" l �'r� tl F !'t r7. { ,�'. t. ''�t ..�"r�"''d27�:r�d• !1„ J''�Y y 'r��}6#�,� i'�YF"�'�VY �� X. � t4 .F.. ,Y,=� `I'��, 7 'r„ K. '�;.r}'„�'y{*7"t., i l/ 9 .q..;. q; .r:;}' 7 .Yr, .,i'r;•.,i a 1' �G�>'.: ,�y.. .d �,r.,,;,.v. r*;.: ,h�l�..}, fkc,rr ..�::: ;r. a '.J: ''t..t`,�7' .r `:`t. .,.r:v., t. � tt.), �.). .,, o � t Y,,G,,reTi,,r.,j�`�tY. ,:"�, �;}, '�`� c.,� , {. ,1X;� ,�f i�r;:x.,��, "ii S'. •�,'. , �X �fli a.:•�� tr r��t{}� S',.i `r�Gi;� ,r 1 , I WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI I'.. ' ,.. SECTION 10800 -TOILET AND BATH ACCESSORIES ' PART 1 - GENERAL :l 1.1 RELATED DOCUMENTS (}' A. Drawings and general provisions of the Contract, including General, Supplementary and Special Conditions, and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the following: t ' 1. Toilet and Bath Accessories. 1"'r'�'r `' B. Toilet compartments and related accessories are specified in Division 10 Section { ` "Toilet Compartments." 1.3 SUBMITTALS } A. General: Submit the following according to Conditions of Contract and Division 1 { Specifications Sections. B. Product data for each toilet accessory item specified, including construction details relative to materials, dimensions, gages, profiles, mounting method, specified options, and finishes. C. Schedule indicating types quantities sizes and installation locations (by room) for each toilet accessory item to be provided for project. i Li D. Setting drawings where cutouts are required in other work, including templates, ; substrate preparation instructions, and directions for preparing cutouts and installing ��wwwrrrlll anchorage devices. E. Maintenance instructions including replaceable parts and service recommendations. -� 1.4 QUALITY ASSURANCE •�. tJ A. Inserts and Anchorages: Furnish accessory manufacturers' standard inserts and �, ?.2;{,,;;•.} anchoring devices that must be set in concrete or built into masonry. Coordinate „r delivery with other work to avoid delay. l Si B. Single-Source Responsibility: Provide products of same manufacturer for or each type of : .. accessory unit and for units exposed to view in same areas unless otherwise t t : acceptable to Engineer. ,Y/� 1. tiffs�� ily�_, ;• C54199-00 10800 - 1 TOILET AND BATH ACCESSORIES _`°' 'f F' RO—3/19/01 t +,. y .�w�w°r�+n•, e., - �.r'q: .i; .:: .......r.-..,•.•,.•+r.r 7J'rlwwu.iww9G57alTnrytMV �t^'t°•r`,t�l• I � .rr t', s. j., . ' : 'i. .4! s.. t r s�� i"a n sli {f ,•§')x r�.•,t�1�� , t. , �}}• S�#�.'; t t q. t. . 1, �! r :`r { f , S s � ., r s{f{ .�i�,}hl,rl a Ip.�4,'�.{rA r` t'...t S�� kf',)�l� lj} 'hl{:ti f t f r .t�R t �.. t1F Jx�.4 j.,(i CFl .t ��3 b�.�t, �y f{.A• � �, k.t..i .F \. t i t. 4 i �3 1 I t. ..•jt. !� I t„t 1 S r] r�,. '•'-i'. 'y',0`,tnt �.,I.a, ,r t ''t. N a., r,.r.t } rct S 't•t'..'.`t•?;'s F.�•� sax,�r 'N Yt'trfkf"b.7fq.'}t t r•�., *t f.1' t ,s, .A'. 1 r i;' „ 1vr t:t t/ 1 :'.Yi:t: �;';atY',r". ? i '{'r'. y a�,. rtt'))1�.97. �1ti r s r i �F :ii r ,.�,�,;4*`j1"t;°t`Ze Y{ ti.7... I ,��:?•�. G5v t+i j r w off 1 1' t 1 Yt 4} �Fll r f v i J 'L f`.. ..t. ,...,.,....,..,............. ...._..... ,.., ,•..., - ,.........._• ,L..,....,Nna .n,,...�,,.u .trr.-.n.>..r,T„ 'i tGt`lrtt �_'. lo WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI 1.5 PROJECT CONDITIONS � "I t I Coordinate locations, installation, and sequencing with otherN A. Coordination: C accessory work to avoid interference with and ensure proper installation, operation, adjustment, cleaning, and servicing of toilet accessory items. PART 2 PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS : A. Manufacturers: Subject to compliance with requirements, provide toilet accessories by one of the following: 1. Bobrick Washroom Equipment, Inc. (Model scheduled, design standard). '%;;:` 2. Bradley Corporation. 3. American Specialties,Inc. 4. or equal ;1 e. for B. Products: Subject to compliance with requirements, provide one o f the products i each designation in the Toilet and Bath Accessory Schedule at the end of Part 3. ', 2.2 MATERIALS, GENERAL A. Stainless Steel: AISI Type 302/304, with polished No. 4 finish, 0.034-inch (22-gage) r- minimum thickness. ASTM B 19' P g g i B. Brass: Leaded and unleaded, flat products, , rods shapes, for in s, and flat products with finished edges, ASTM B 16; Castings,ASTM B 30. x t f;,k t•, ,•.,,; C. Sheet Steel: Cold-rolled, commercial quality ASTM A 366, 0.04-inch (?.0-gage) lied finish. metal pretreatment as required for app preparation and �.� minimum. Surface Qt v D. Galvanized Steel Sheet: ASTM A 653, G60. metal, ASTM B E. Chromium Plating: Nickel and chromium electro-deposited on base m 456,Type SC 2. ASTM A 153, hot-dip galvanized after � F. Galvanized Steel Mounting Devices: fabrication. ) } G. Fasteners: Screws, bolts, and other devices of same material as accessory unit, or of galvanized steel where concealed. to �+oVr\ 4�-'� •``,��"da�,1',a:` ,�, 10800 -2 TOILET AND BATH ACCESSORIES ',," C5-4199-00 + ' RO—3/19/01 v'fr2 /S-r",.;r;..� :I.e';r .5 ,Y r r 7 .y,J„r , lr`isi, �jt,.S.q L'± #ltt �}'•T' t,.rt4 5r. n l ta,�•y� ¢J.rd"sr..y};;�c�t 'u. ,•r,t. ,� 1 .�u. ..)>:K,r,'r wit�.br'1�.',r�*''r,�.,:. k, '"7•i{5 rt; h`1�,3'`, :;11,i7•. ,y,• r 'i '..t. .yS,t �,.. `,�;;'k,.`+'�t:..,.. r , ,� 1 ' �: 7 ' 2 e :-t.�i f �� S�•R� :,1. ' z rlr nyi+c',��c�,as' •r aa � w ,^Iy ;!, .•.2S.CJ^..r� � ;t,, t.r.A ;:;. + ,r, fi Ik+ . 'ifs f,>....�t '�r '�,..� l r '�"i��f'+1}�.rt�,�tir!vtt�'S?i�' ��'f� �j', +: r+ 4 r s r t , •. � S t '� 4 �J. ,t/ yvnr?t tl ld, sE� +.F 1�1 { Sat ,'r 111 t :tr)r i 1 i Y t ✓ i S �Y t. .}t{''! l E: � {.` �i' ' i( 1. `J S.ft' 4,. }.�T #rp';>t� ��'•tt�V��fl l��xlrt�ry�'.t(t .�F�.�.. A �t#� , � ... r v, t. � .y, t r,o,t !. �7r�t"i f•n.��=".Si.:s?.'!1'r(�Ff�:�?;T�` '�i;S';`r,irfr' x t .. n r}y1 x i (ti ,�il•�?r`:}' ,ff,•�tt- #�? Tt r7 , �ewR.rc,w>.ee.,m.,.,w .,...'..:.:...:_._ ....... ......... .... t......... .,,....„ ......�. ,..,,. ....w,.�4.n.,w.rv,�.n .....,a.a.,.wrv.++wnMwn 4i. WATER POLLUTION CONTROL FACILITY EXPANSION I CITY OF JEFFERSON,MISSOURI 2.3 FABRICATION A. General: No adhesively applied names or labels are permitted on exposed faces of toilet and bath accessory units. On either interior surface not exposed to view or on ' 7 back surface, provide identification of each accessory item either by a printed waterproof label or a stamped nameplate indicating manufacturer's name and product model number. B. Surface-Mounted Toilet Accessories, General: Except where otherwise indicated, ; ,,,,..:; fabricate units with tight seams and joints exposed edges rolled. Han doors or accessr'r* ; g joints, P g g panels with continuous stainless steel piano hinge. Provide concealed anchorage wherever possible. R { C. Recessed Toilet Accessories, General: Except where otherwise indicated, fabricate .:� units of all-welded construction,without mitered corners. Hang doors or access panels with full-length, stainless steel piano hinge. Provide anchorage that is fully concealed when unit is closed. D. Keys: Provide universal keys for access to toilet accessory units requiring internal ' access for servicing, resupply, etc. Provide minimum of six keys to Owner's w representative. t PART 3 EXECUTION 3.1 INSTALLATION 4 �`,•.k , A. Install toilet accessory units according to manufacturers' instructions, using fasteners appropriate to substrate as recommended by unit manufacturer. Install units plumb and level, firmly anchored in locations and at heights indicated. ,•� -a ,'✓4,X4,rt ,.`Ir''..`•: B. Secure minors to walls in concealed, tamperproof manner with special hangers, toggle bolts, or screws. Set units plumb, level, and square at locations indicated, according to manufacturer's instructions for type of substrate involved. i C. Install grab bars to withstand a downward load of at least 250 lb. complying with ASTM F 446. ';':;t' 3.2 ADJUSTING AND CLEANING yy ! 4 A. Adjust toilet accessories for proper operation and verify that mechanisms function =;t smoothly. Replace damaged or defective items. 1{FFYx�-�♦��n:! p; B. Clean and polish all exposed surfaces strictly according to manufacturer's X: recommendations after removing temporary labels and protective coatings. pIR1 1' }'Y+h C5-4199-00 10800- 3 TOILET AND BATH ACCESSORIES ` r`+ 0—3/19/01 iJ"{q1 !.77 rsA` rf� .�. t , J 771 �a fetid•$i Xtt j.X 1 YY1x e ;t i i i� a;�a i� veuS K 7ti � / 1 hl �' 1 .t. f � i .''47 \ �`. 7y '. f'Y41 (47X�AF 1 .'?•p } 5 r 7 r. ii ti'}A r�'tr .: t '.}IS ,.,' .+t , ,� i ..,-, r 3 �r y t''�'r Ir• tti fC�y�2�y�� -�i GQ* •y'+';il.:.,,,p°4r iC1.•v' }�1tTrT�.f, Y.� v ;s �Y 3 7}I�r dt1 vt4 aka{! xv x f ti 4•t } S , fr 7. t r ts7 : 1 �I , It t �l• a +` t ..... t°ptf' .li 6 �� .}Rrb'M.aaNl+irl:f'wA,w. /' «r.Aa•+ ....... , ,.. .+..aa,ww+rwr.ww''.tit/•rt.NV'rY4i...wh,.wnw+uNaw«..wl.w.r.il.u✓aw•+MW4tE46r}�.}' ,`�T .y t g 't{'i jty:•t WATER POLLUTION CONTROL FACILITY EXPANSIONkJ :,::;:.,.r,r.;i..; M1'• j I •. CITY OF JEFFERSON, MISSOURI f ti, Pm 3.3 TOILET AND BATH ACCESSORY SCHEDULE Y+ Accessory Model Description Mounting Number Number Manufacturer: Bobrick, or equal Height t5�}sitSt +tit 1 B-290 (18"X30") Mirror See Details 2 B-293 (18"x30") Handicap Tilt Mirror See Details 3 B-4112 Soap Dispenser See Details :, Ij 4 B-6806x42 Grab Bar See Details 5 B-680606 Grab Bar See Details . 6 B-4288 Toilet Paper Dispenser See Details 7 B-4353 Recessed Napkin Disposal See Details Recessed Paper Towel 8 B-4369 See Details !' Dispenser/Waste Receptacle XJ i 9-13 NOT USED t 14 B-7678 Towel Ring 4' ' '''`'" 9t''" 0 A.F.F. ;i 15 B-973 Soap Dish See Details 4 16 B-7672 Robe Hook 4' 6" A.F.F. f<ry�4, ltrz' `i `d 17 B-5191 18" A.F.F. to Shower/Dressing Area Seat p '- .;� rr�riy>: of seat 18 B-6047 Shower Curtain Rod 6' 0" A.F.F. ' 204-2 Vinyl Shower �.' Curtain 204-1 Shower Curtain Hook 'tt •t' "= h See Plumbing Janitor Mop Sink `at ,? Drawings ,�,.,.r •a k; 20 See Toilet Partition Urinal Screen IM J Specifications rf, k s:l 21 See Toilet Partition ' 'f -' Toilet Partition �. Specifications 22 B-224 Mop/Broom Holder with Shelf 60" A.F.F. J N ` END OF SECTION 10800 C5-4199-00 10800-4 TOILET AND BATH ACCESSORIES t RO—3/19/01 "I—, .�>T"s; F'.ii;n:%t:r'":vY}.•••�:�'��r,s.$S.a�:n'i f? t lit:1 df4t'S'k Y�t f v; S'•. :f i i.c.t. i , �.?t.: 1. 7777 r.x�i� + ^ . y t�tx m 4 x i4' ;.�, .:>w•::, 'yjd.t,:.h:l ' ' �r ;��;.�ttr'4,€� ..;�,,<;,�:tt.,.,�r5t t a�• f + ,.:} ��'if,.,.}.;}'7�-ktt�%1..re ``t �,��r t.f � # � .t f .1: ;.4:iJ t f?2 i.•{,r �. 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This Section includes the followin , ^ N g: ` 4 1. Table trucks, 1.3 SUBMITTALS A. Product Data: Submit manufacturer's product data instructions for table trucks. I'. PART'2 - PRODUCTS K eu r$ 2.1 PRODUCTS ' A. Table trucks for storage. (TT-I) Mj `�. Description Y se's;: 7 rKar, as'' `t.; a. Howe Table Trucks#TGMEM Qty`2; or equal. :s. b. Features: 1) Dimensions: D 75 W 36 H ' 2) Allowable total depth of table =27;recommended size u " , t 3) 102Ibs. P to 72 4 9.6 cubic feet ,.f 5) Table platform type —metal M, 6) Capacity=6-8 tables �j•7�'It � C5-4199-00 10998 - 1 MISCELLANEOUS FURNISHING ITEMS , RO - 3/19/01 t/(•..�A S �'.,;r. 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J 01320 Construction Progress Documentation . 01330 Submittal Procedures .:` 01400 Quality Requirements 01500 p ary ;` Tem or Facilities and Controls ' � •rtytf5 J�,..�, 01600 Product Requirements 01700 Execution Requirements y 01731 Cutting and Patching 01732 ;F�;{;,7' Selective Demolition l ,.. ' 01770 Closeout Procedures i DIVISION 2— SITEWORK 02080 Piped Utilities—Basic Materials and Methods 02221 Building Demolition } {, 02230 Site Clearing ;�,��a�.,•; `.�rt?:'•` 02240 Dewatering 02260 Excavation Support and Protection k Viz,. 02300 Earthwork 02510 Water Distribution 02530 Sanitary Sewerage ��.+yr 02553 �`'sr�-.r��.t ¢� Natural Gas Distribution'`'' 0263 0 Storm Drainage ; • �,' 02741 Hot-Mix Asphalt Paving 02751 Cement Concrete Pavement CS-4199-00 00010-1 TABLE OF CONTENTS ta' y t RO—3/19/01 Y i^r r'�'4J'"^s�. :: '•��{.°it"..••i. 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Metal Roof Decking 05300 g 05500 Metal Fabrications 05510 Metal Stairs 05521 Pipe and Tube Railings 05530 Gratings ` DIVISION 6—WOOD AND PLASTICS 06105 Miscellaneous Carpentry ' yr' 'tY� Wi 06402 Interior Architectural Woodwork DIVISION 7—THERMAL AND MOISTURE PROTECTION 07420 Aluminum Composite Panel System �-�"§, +,; t 07531 EPDM Single-Ply Membrane Roofing r �fiWtF?�` - 07610 Sheet Metal Roofings 07620 Sheet Metal Flashing &Trim 07720 Roof Accessories :.; 07841 Through-Penetration Firestop Systems 07842 Fire-Resistive Joint Systems 07920 Joint SealantsF� °. , 3 DIVISION 8—DOORS AND WINDOWS 'p 08110 Steel Doors and Frames pal 08114 Stainless Steel Doors and Frames 08125 Flush Aluminum Doors and Frames x, 08211 Flush Wood Doors 08311 Access Doors t LE OF CONTENTS •;�� CS-4199-00 00010-2 T� x RO—3/19/01 r ,?to {!}' ^4ww!*,44n"'"'r'R: it il'�'`xj'.',''FY'.. it Y`" .i, w•°wm' I�1l7RO'wN '^.�.h.'. v- i .'t. rl j"" «.vvt"#a��+ TM'rM, }i•.PtiyM !,�t> ¢_{t '�fr i i z 't. l c t c 'I f litp�•itY 7 1 � �, f•• • t., tl t.F;•i.,I Mt i s4,�1 a ,'''+. .r•t !, i✓< n t .i., .1. ti.7 1 J 3"< fir. 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T r w.,�,... ..... � .., .,,.a...•r.N,.,:-.�. ...,......w..,.....a,....•.w„m..w �........... ...0,..:7.,•.w.wwulw:nrr/ixrYY,dF�Sh�. .1 i•tt Y ttt : t S WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI TABLE OF CONTENTS f Section Title 08331 Overhead Coiling Doors I ` 08362 Horizontally Bi-Folding Doors f 08410 Aluminum Entrances and Storefronts 08710 Finish Hardware ' 08800 Glazing ' '%y± ' 08920 Glazed Aluminum Curtain Walls 08950 Translucent Wall Assemblies `` DIVISION 9--FINISHESo' t �`'�f ' f 09255 Gypsum Board Assemblies 09310 Ceramic Tile 09402 Epoxy Terrazzo , 09511 Acoustical Panel Ceilings 09652 Sheet Vinyl Floor Coverings a,t r,kau' ;r >� 09678 Resilient Wall Base and Accessories >; 09681 Carpet Tile 09900 Paintings` V DIVISION 10—SPECIALTIES 10100 Visual Display Boards 10155 Toilet Compartments 't p 10200 Louvers and Vents , fh 10425 Interior Signs 10431 Site Sign5a `':3 ;it? 10505 Metal Lockers 10522 Fire Extinguishers, Cabinets and Accessories y ;•a�.i•r g �, i+ f 7 4 10671 Metal Storage Shelving ! 10800 Toilet and Bath Accessories "rr 10998 Miscellaneous Furnishing ems It i VOLUME 2 of 2 .,, DIVISION 11 —EQUIPMENT `t1 11132 Projection Screens ; ;31 11285 Hydraulic Gates ' 11 rc> 11301 Composite Samplers M 11310 Submersible Pumps " 11311 Submersible Propeller Pumps �? 11312 Vertical Turbine Pumps hYz t 11320 Grit Removal EquipmentF' k� t 11330 Mechanical Screens 11331 Bar Racks �it',�ti: C54199-00 00010-3 TABLE OF CONTENTS ,. 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WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI TABLE OF CONTENTS Section Title 11377 Sequencing Batch Reactor Equipment 11379 Alternate SBR Equipment 11399 Biofiltration System ' N� ` ;�;�{, ,'.; 11610 Laboratory Fume Hoods DIVISION 12—FURNISHINGS " 12310 Manufactured Metal Casework '' ` 12510 Office Furniture 1 12511 Blackout and Suncontrol Shades 12522 Office Seating nipp` DIVISION 13 —SPECIAL CONSTRUCTION 13100 Lightning Protection .;r 1 do�H.tt Skayt t tt.si�, 13410 Basic Control Instrumentation Materials and Methods 13420 Instruments 13430 Control Panels { 13445 Electric Valve and Gate Operators 13450 Supervisory Control System . 1 13455 Programmable Lo is Controllers d 111411 s DIVISION 14—CONVEYING SYSTEMS 't'� x% � ti`p }' 14551 Screenings Conveyor/Compactor xNtn ; ' 14620 Trolley Hoists �" ' DIVISION 15 —MECHANICAL 15011 Plumbing General Provisions 15012 Fire Protection General Provisionsu " 15050 Basic Mechanical Materials and Methods ' 15055 Motors zn ; 15060 Hangers and Supports ..r 15061 Plumbing Pipe and Pipe Fittings—General 15075 Mechanical Identification , s; 15080 Mechanical Insulation 15100 Valves 15135 Meters and Gages 15161 Plumbing Pumps 15180 Variable Frequency Drive ; 15183 Refrigerant Piping 15220 Process Water and Waste Piping a 15221 Ductile Iron Process Piping :a 15222 Carbon Steel Process Piping C5-4199-00 00010-4 TABLE OF CONTENTS .' R RO—3/19/01 4,�� •N � gxq'(w�+rawnt'^}'t'.'m�h"a•+i:'rnt',- 'i,',� 3'it'rr,"„'t 777 .-....a««..w.t.s." .t.,}Y�,+�:,,,!j.�a•,{o'�.it�+.ty1� 'S i}j.�,«n. y ; .fix t•�"tt�n'r ;��,W Y�.'tr., E , 1 .x+, tg! �St ,l ,. ��! �. t.t' , :•; , )i � t ,k ,�.,..;r;�{, i� i �, t '.r x47 � 4, bcp'f�,� }., ;r. �+ � S,h''�',kH,'��++ rs} p.n. '1"". .,�fr.'t�lidtt4. !. A 5tt�.J { s Y ' tr r a 1 1 � iirt4 `� ! r•� % , hi. +„fib ' t i i.^qi �r t i Itrv,.iti`t{r{ ltd!i4 )jt:ljlXt:'" I t+' t ! s. , '..n! r r 1' r S V•F 1 i F {{v j�ti;•l'.x ix 'p�l�3ui�$"' AL fat•�i fdti� % 'rtt !ii Sitt! `s f' r3r; 7 n'. :t y f 'i, `;7 {it y+} �. :tPt t.� i'` tt'�s'Sdi6.^�G�/�-7' K'c .X :e, 1 .. ter,(?t;tlt oi lo }c�i.j i«,lttvfa.iaf«e! ?.i"�[Rfi.Jf4h':xbaw.V...r,�,....,.,.. ....w, n. ..,•.k.r<R t,r..... r•...,..,,..... .,._ .._. .. .... ..,..ma.,,'+r-.,w..lt>llta;"krf k,hi4m,..vanw++•,urx f `z WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI TABLE OF CONTENTS Section Title R 15223 PVC Process Piping 15224 Stainless Steel Process Piping r J Y 15225 Fiberglass Process Piping 15229 Process Piping Equipment and ValvesY''"•;;,, 15241 Mechanical Vibration Controls and Seismic Restraints 15301 Fire Protection System 15412 Domestic Water Piping Systems 'u 15414 Soil, Waste, and Sanitary Drain Piping,Vent Piping, and Appurtenances 15415 Acid Resistant Piping and Appurtenances 15416 Storm Drainage Piping 15418 Gas Piping and Appurtenances j 15431 Drains, Cleanouts and Traps 15440 Plumbing Fixtures and Trim 15446 Sump Pumps ': Y't`,t 15453 Domestic Water Heaters ,f i 15457 Water Softeners 15481 Compressed Air System Y.x• y "''~ �:-v 15483 Vacuum Systems r 15510 Hydronic Piping '`�''�" 15515 Water-Tube Boilers ` 15540 Hydronic Pumps 15561 Direct-Fired, Makeup Air Units 1�iffff tt l 15671 Condensing Units '��'' 15761 Air Coils 15762 Electric Radiators ai 15766 Cabinet Unit Heaters Y 15767 Propeller Unit Heaters �'� 15832 Finned-Tube Radiation `SV i 15845 Air Terminals 15853 Power Ventilators 15854 Central-Station Air-Handling Units 15$55 Diffusers, Registers, and Grilles 15886 Air Filters � �� '''� 15891 Metal Ductwork 15900 HVAC Instrumentation and Controls 15910 Duct Accessories 15940 Sequence of Operations 15990 Testing, Adjusting, and Balancing '; r C54199-00 00010-5 TABLE OF CONTENTS �f � . RO—3/19/01 Cy"< 1;�i fs!;r[}1 �••� ,,.",..�n„r.r wwrtlYrfNwV.u�n..we^+'�'•' —q rr„�.r..Y.�.�.+-- ."""'""� .;tiry�^�,�s}:J'jr;:. 1 f`; n+,7r• i t ..f��t ,'t .}' i �,:;. '9'rs . .l r,r ,,..' t +. 7�, + f.I. .k..+ ..z,.r+r-.:3;it � ..t,;w'..,,�:§'§£.•ter• i.3t.��vf'"•:"Y tti.+,l,�.�Y',y � tr:,:'t"r,f r�tf. t , '.Jt , '.z.1'.,• ,.! C X 4' r.,f. `'tl z �''>. T ,.�:'g{ �:};�vsr�,S,r3,, •,`tY•'�.:r�.�'§:. ':f� •.i"7�>x y'sr,• 7.tf�.x...7,..,.';:r.1 t g t,�.'t rr � ..�.,}. ,1 '; •i ..Y +;�1: r , .t' ,.�,:1� „�,•.'uYt�'�•t.{t-ri?.. �a. � �.<>r. . r �i:; ..l�,rr �;�..3 7,:�' Vii° �5.. _r' IF , .t5;'7.• t .Pi' �� s t. ! -i 2 -r't 13,.. ,�',y�IYr,:, i�.°t;.j�;••5... Y7Rt." >•�jr'}:"E"-..t.v F Cfr�,. l ,,�[:'- f.y::. rr''. r• .?�' .r .,, r'`a., „'i.l'°i.`�s,n�+dtSx .;,nip`'',t:-=' �.,t�z,`s ; 'i�je.,'1' �,�^q'�,3i``5.'.+�.'•t:,,'�'"'6.`:�,{,.!}�.r f Y,rr. 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K,'�`:z;t!:' +�'' .s�a7yi...,, t, 1. rf t }. „ �r sf ��1;..•w+}�:�-,try ,:r`? �..y�t`y`y,�.�,x;i4��` )tP�'(��F�r tt,'��' .i�•rr ..jtit,}r s , t t i� ••V , P 77i `: i � 4:t�f S fs`C^,� �et �F y, �•:s":. r ' +x• r fiTrr•c , i ay' `'drt �, � t S S S?. � '3P +� t '{t} 1�,i '#t � ..�. ,..+ tt j 1 „n .q,,�,i t � .,A«..w..k,.,..�F..anx+•wir+•KwH�.t'�4Af�Ffrnwrati.�'w...rti.:.«:,..u..:�:�kiMi1� ,�`�� it��.f s� �u n' ..,wi.7.�' «u..s'3:w..,mitfs'�' a',w+:•n«1r1n;Yiavwc...7.... ..__.._-.. ,.....:..4w:v...K .,..�.._,,.4>.. `rts#„t`M,.rrl'rr S:v',tr.:w..ckww,.,.......... .. .... ..... a t�r j �z7,4^c .-�P«,;fi"-n'� WATER POLLUTION CONTROL FACILITY EXPANSION4; CITY OF JEFFERSON,MISSOURI TABLE OF CONTENTS f t t t?tSk t2 Section Title DIVISION 16—ELECTRICAL , t 16010 Basic Electrical Requirements 16030 Electrical Testing and Installation Check-Out 16110 Raceways �' r 16120 Wires and Cables Y” Electrical Boxes and Fittings 16130 g 16140 Wiring Devices 16157 Variable Frequency Drive Controllers 16160 Panelboard.s 16161 Low Voltage Switchboards 16170 Motor and Circuit Disconnects k'x `'`' 16190 Supporting Devices (`Z 16195 Electrical Identification ' ?t: 16264 Uninterruptible Power Supply 16289 Transient Voltage Suppression Ufa+, ar 1`:jpyr�'f,� .`'i1:i•�''.;' 16300 Medium Voltage Cable 16321 Distribution Transformers �!y` 16450 Grounding v�3 � 16461 Dry-Type Transformers (600 V and Less) P• �4 ii' Piv `P`�" t ° 16470 Dry-Type Unit Substation Transformer 4• Ail„.Y,{,(ti:,4;1'•.; 16481 Individual Motor Controls and Auxiliaries { °�Y''''�;'; •' 16482 Motor Control Centers ` ' 16495 Transfer Switches t , 16500 Lighting 16620 Emergency Power System 16855 Electrical Heating Cable `s #a YJ Avftt 16999 Electrical Schedules } End of Section 00010 : 1 ✓ I i C54199-00 00010-6 TABLE OF CONTENTS j RO—3/19/01 �1 I "....r..�..,.,.,•.•..;r,R--, . ,..»—..�:, -^"—rT^ rr�w!q„gK* +w,!>ws�ra t n : t ' t. t'. „"•"i'""`1 v �i' �y'�i*`"yt,,•'�*�,'tr �i .t<,� •}:� jf{Y �E�di, t .t11'.+'� T 1r.1 ! t'YJ+2,ls,'� k 7 {'' ta' .{t <.+ ..t vP��.�wtl1.,`"4', ,. , .YOa; y fy,. ., 'w.;.} '.'rnrT} it•.'r' }' .:,,,, ;sc+ i 5 .! 3 SS ;x` ! 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''t rf .p } 9�f f�.r, �„�+�,"t,c'iY VI t¢ ,��-�' t,ti ..'�,' j� �e•t�:•ra; .e}5�y. t��:. _�;d,;T�i';+7•,�•;%c;fa�s:+,= •v•. w,'s F' �< t < �a.,� ,ir;'�#.t3,�`��,; t'�'Y:f `r i.'x,_.L�a P:,� �t + J,r �t ,,s §�' �y rr�{�� x s'Au�S}..�'✓rt,: ,tt, .r �s R.,.r,i, ��fl'ifa� i;r ,,:y r y '.r .�, '.rr•ti:,yti.. .tr....,b .tfi..,,�,vt..,�-rtn,y�,�y;.�Y�,., {�± z,.�� '�' r�. t,N?ik7� `.,w�FFf+'k,�t�'t�j�,lyi• '�t•ti. 4F;en r�'t;�••.��1 t •-{” 'lat.alts ,��( r r t.. f S s t.iy,, f,, .t f� .t. t ksi't�C;��i'�.;?�:.,..ta�# {J{i;��+•+.t "'�SiY'GNt��I° �s.. f' k .i:4ap¢.i'+�� r.h,,.Y,S�F��V«y{dt}Yiirfx::t, '4•,� @ �' � ,.,.�..a,4..`..n � 1<..r✓St 't s tir,. t1 3f. i'+t .,{ttc s�„«” 5: �`S°d' :if .�" .ex�4 n r'G}:7J:G:�:,�p}:..r;$�•!�tv� !7 iscr.rt'Ki d°,k,�3�- {}.+�:+�..`c } .i, t3''}�. .at#. '+ ,f 1 ,y t t i. 'i'hh'{,'.aa�+ {'t"q�. N y 7Y"*F/kit .E� '..3' t ',t:�rrFi-il si>l.�rk 't jrli},tt,diri;��•`.P"�'•1; c .t.t.i,�:rrr-1,� t.}(r:'`;�"'':`t...a1 S„`P S "l { !1 '.5•..S s' .`.t ,..,}+ fr.11 �`; �j .1 ?9•ae 4Y t'de.�""�'t{ '''.•F r • � 1 ..: � { ...., _ � 1 1 1 r ."S Ll.t' c ,l tjt T '�L} }$. '� ....,rax:r-rr,m.nlxrt'.9ir� .......,,-a .,•,..... ��.. . .._.......... ..... ..�, .. ... ....,.,-.... -........ .. ... .,..,t,..e,r ,w r,.r-a ..,. n.a,±r.nn�t,ro• .,,._..... . ..... ., ,,.__�... ,. {t tt� I,� 1.. f t WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI SECTION 11132 - PROJECTION SCREENS ' PART 1 - GENERAL 1.1 RELATED DOCUMENTS �i A. Drawings and general provisions of the Contract, including General, Supplementary tti , y and Special Conditions, and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the followin g: ; , Y 1. Front-projection screens. i..;• 'r t.;;�. B. Related Sections include the following: } 4 1. Division 6 Section "Rough Carpentry" for wood backing for recessed screen installation. 2. Division 16 Sections for electrical wiring, connections, and installation of remote- control switches for electrically operated projection screens. ,it �� . � 1.3 DEFINITIONS ' A. Gain: Ratio of light reflected from or refracted by screen material to that reflected perpendicularly from a magnesium carbonate surface as determined per FS GG-S- 001721)(1). B. Half-Gain Angle: The angle, measured from the axis of the screen surface,to the most central position on perpendicular plane through the horizontal centerline of the screen where the gain is half of the peak gain. ^1 ` 1.4 SUBMITTALS A. Product Data: F For each type of screen specified. B. Shop Drawings: Show layout and types of projection screens. Include the following: 1. Location of screen centerline relative to ends of screen case. kr.. •,,,.: ' 2. Location of wiring connections. 'y }t;t+' ? ` ,., 3, Location of seams in viewing surfaces. 4. Connections to suspension systems for pendant- and recess-mounted screens. 5. Anchorage details. 6. Details of juncture of exposed surfaces with adjacent finishes. 7. Frame details. tgg't` ; C54199-00 11132 - 1 PROJECTION SCREENS , RO - 3/19/01 yr 777» 7 wv nwl4�u as•MCUIMx+n!.tw°^•'^ .i: ^+-.•-++.•+•Ewa.nwnar enFa+StNwrrur«..+....,r.-v. t -�^•r�•.--- f;rr',•, 1.t..t 11h1 y. {`,ta{ r«:•' r1� Ui'y r� t�1. 1' t t t: t ! rl ..i cr } i .� a. , +1�;;! Jt�'{ 1,t,�Y r�.tti .��...•,c'.��':, k3:1�t�U - 1J .n. c t t, t i .t ! '11 a � 4 3 1t # ;t r is 4.•... :a.:a.• l� `�it1t Yt »w..v.,.,..,,..,»....1...,.wi a..«n„w„..•...,.«.t ,1 .•. ,v ... erx. .,... r,M .........n'.,. r.........+r.+aa. a ..:r r .,. .<,w:a.t.rkk(iY.cYmn+t}IEk:%'i'�Sttt,sis t a t SS. WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI S. Accessories. 9. Wiring Diagrams: For electrically operated units. 1.5 QUALITY ASSURANCE A. Source Limitations: Obtain projection screens through one source from a single manufacturer. Obtain each screen as a complete unit, including necessary mounting ! hardware and accessories. B. Coordination of Work: Coordinate layout and installation of projection screens with {' other construction supported by, or penetrating through, ceilings, including light fixtures HVAC equipment, fire-suppression system, and partitions. - � ' 1.6 DELIVERY, STORAGE, AND HANDLING A. Do not deliver projection screens until building is enclosed, other construction within spaces where screens will be installed is substantially complete, and installation of ' screens is ready to begin. B. Protect surfaces of rear-projection screens from damage due to abrasion, dust, and i s•,�, 't;i ' {'s^P,•.},�' other conditions. PART i -PRODUCTS �,r. ,. •. ,t..;,t;Kr,!fir�,^`i,. 2.1 FRONT-PROJECTION SCREENS A. Material and Viewing Surface of Front-Projection Screens: Provide screens ff manufactured from mildew- and flame-resistant fabric of type indicated for each type of screen specified and complying with the following requirements: ,, ''1 y' ' 1. Reflective viewing surface, matte silver, silver lenticular, pearlescent, or high- gain matte neutral, with the following gain characteristics: :<H a. Peak gain of 2.0, and half-gain angle of at least 25 degrees. RIF 2. Material: Vinyl-coated glass-fiber fabric. ” 3. Mildew Resistance: Provide mildew-resistant screen fabrics as determined by 5 a, FS 191A/5760. 'J 4. Fire-Test-Response Characteristics: Provide projection-screen fabrics identical to mater ials that have been tested for flame resistance according to both small- and t large-scale tests ofNFPA 701. lr ' 5. Seamless Construction: Provide screens in sizes indicated without seams. 6. Edge Treatment: Black masking borders. 7. Provide extra drop length of dimension indicated to comply with the following t .3 requirements for fabric color and location of drop length: C5-4199-00 11132 -2 PROJECTION SCREENS RO 3/19/01 � - ^+.-+ a►ww�NpW.nn. +t ^^"arttawnWa►V6%Y(dprLrkl kiYFNaur w w•wwprtw.fi+±w".'.«i S i, . :�i , 1 i. 7t , r �tv .t {il trsyl4 { 9• .r"fi�1 iS Y ' I�.,jjFFtY' r5 �y{��. '7 ,...K {T{. t y', t , 4 ., •{r i �. .r,t o �r d"i'J 7y�,t 3,�y P Y' tf S► {, t +t �' 'r t ' 2 r C�r(kr i l r' $r y t t'f irGHt,r 4*tZ.��;<��P,#~'k a„rK, :r�� 4J 5 - * V.. i ..i-`1 Z � .. r. .. V ` �..� t �! •1 f t f4f{gCfry��t14't, i S �C WATER POLLUTION CONTROL FACILITY EXPANSION 7,e, CITY OF JEFFERSON,MISSOURI `- a• Color: Black. µ b. Location: At top of screen. 1 i ` 8. Size of Viewing Surface: 8' x 8' (nominal). ' B. Electrically Operated Screens, General: Provide manufacturers standard UL-labeled : ; units consisting of case, screen, motor, controls, mounting accessories, and other ?} components necessary for a complete installation. Remotely control operation of each screen to comply with the following: ;L Single-Station Control: 3-position control switch with metal device box and ' cover plate for flush wall mounting and for connection to 120-V, ac power supply y k, a. Provide key-operated switch. G`r r 2. Motor in Roller: Instant-reversing motor of size and capacity recomended by m screen manufacturer with permanently lubricated ball bearings, automatic thermal-overload protection, preset limit switches to automatically stop screen in .,,x „ z and positive-stop action to prevent coasting. Mount motor up and down positions, inside roller with vibration isolators to reduce noise transmission. 3. Screen Mounting: Top edge securely anchored to rigid metal roller and bottom edge formed into a pocket holding a 3/8-inch diameter, metal rod with ends of rod protected by plastic caps. :,t + a. Roller for motor in roller supported by vibration- and noise-absorbing supports. s with Automatic Ceiling Closure: Units designed and C. Electrically Operated Screen g fabricated for recessed installation in sloped ceiling with bottom of case composed of t�� kt, 1fl 2 panels fully enclosing 1 panel hinged and designed to screen motor, and wiring,; p open and close automatically when screen is lowered and fully raised, and the other f j}( panel removable or openable for access to interior of case; and complying with the following requirements: 1. Screen Case with Motor in Roller: Aluminum framing with side, end, and top i1 Y panels of fire-retardant hardboard or ABS plastic and with aluminum bottom panels, factory primed and constructed as follows: f o surface will align flush with a. Offset mount bottom panels so their bottom adjoining ceiling and the bottom edges of case sides and ends will be J g g recessed behind ceiling finish. b. Flush mount bottom panels to case for covering with ceiling finish material. . '}.'•r' tug Extend hinges as necessary to accommodate ceiling thickness. r �rll°r 11132 - 3 PROJECTION SCREENS CS-4199-00 RO 3/19/01 t M1 i r..ww+'+x.+'«a*?san+.v"JrH`u'nw�xpm'`""`�•� 3: ..twMa'+`are„}"iWrM1i%t"`"w”+t r' G.}` .i M tT i r t�[ � 1`` g�i)�}y1. ,F } •e ''X W�i, R+ ,.. 'b.i �� t .,��.; .}., .; xi„C' ..... �r t t }�• 3 .r t , ,,it F �.1. i .s 4 ,jd3 t. �,�Ot. wrot.7},,a �•f �j*�: tx 5du .i. h ,f 1 r. `` ::y 't i. jo4 rt ;i y5f ti"F .�, .�,jr.. J��k�r §df.df,,.+r t: `'�, .f•{ K�>f �SEI t.,,1� :'I :. C .'7 k 1 1" {S t Y 6'j ;. y:� ;t.N��... FYCf •(!, '%.. Y`�t l f kf . , t '� � y t �ni`7 6{ ,•, 3 '7..L rr. .TR,S� �' {/ 11., It p 'hr1 t'Y. WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI r r t . C. Provide single or double top as standard with manufacturer. D. Available Products: Subject to compliance with requirements, products that may be incorporated into the Work include, but are not limited to, the following: 1. Reflective Viewing Surfaces,Peak Gain 2.0: a. Pearlescent; Da-Cite Screen Co., Inc. �,• UUUy(Y rf, , ,. b. Ultramatte 200; Stewart Filmscreen Corp. * s`7 C. Videomatte 2000; Stewart Filmscreen Corp. 2. Electrically Operated Screens with Ceiling Closure,Motor in Roller: a. Boardroom;Da-Lite Screen Co., Inc. i;).,f,r,;.,;x:;5.2•:%? b. Envoy; Draper Shade & Screen Co. Inc. ::-:<.:.,;y'•;,,;. C. Signature; Draper Shade & Screen Co., Inc. d. Model ABT-4; Stewart Filmscreen Corp. f r ri e. Model ABT-6; Stewart Filmscreen Corp. z r j ZZ�t��r�`'•Ji('t9."rif{rftt'�,!j, f t'. PART 3 EXECUTION '' "', if., ,�;'t:� ��•..��,fo�?fir>j��i yr`5:"•i 3.1 INSTALLATION A. General: Install projection screens at locations indicated to comply with screen manufacturer's written instructions. B. Install front-projection screens with screen cases in position and relationship to =its r r adjoining construction indicated. Securely anchor to supporting substrate in a manner s.xJ y`rt z�ti!'r`r tint#�$,�r,. tSl that produces a smoothly operating screen with vertical edges plumb and viewing surface flat when screen is lowered. 1. Test electrically operated units to verify that screen controls limit switches �J ' closure and other operating components are in optimum functioning condition. `1,5! f> y.,.. 3.2 PROTECTING AND CLEANING +'rr..•.x ' " A. Protect projection screens after installation from damage during construction. Ifr damage occurs despite such protection, remove and replace damaged components or entire unit as required to provide units in their original,undamaged condition. END OF SECTION 11132 ry ' ! &51 C54199-00 11132 -4 PROJECTION SCREENS RO - 3/19/01 . !1 �wwwenw.' * t: ^,•-,�vnvw rrwn+npaN.ft{.p�paSlYSajL`.t '°'"'.'"�" t. ...+n+,fe.wx 1`°h�`�'x!,;,'tY'? 7't 'C' j143 r�it•y n! P'ri '. i .•'r.., Pr .t x. r .r r::. .t ;.s .t. 1 'r 7h}' �:�'�:";ri izl4ir�` tf�kr'i ,' •, . . fit ai t . l . . { q., > 'y vfysaL4 ( Y ,it c i t, 4; ft r 5 + # .,4 z:, y �:s� ��:�``•c?'P,ry }i�x� ',),i 'V;,'r{5ti �,/�.{;'1}.,ry.,r�.�• `` .f.t r � � +� i'� { � t} 3. .T. t ( t .1 r' p', . � ff J 't' `t: f4,1.,F r r`F`Yt�9 '�(i��'.rf Zt� t4Tx°4', 5 �'�rr�i,`t^c5�'.'f•x,''y �A''��it r{T �i 7 �ri S t F s. t' `".f.�j�e.r ', t C.. t , � �1 :... yj 4 .,21 `'� $hu t.�.i ,� .• Y•hi �S �} t t l k' i 3 f r i. t �f fr ,( i '') ` + f 'S� it f'��17.U.<).Plr-.�"}�;1:• 'Aj� :' tpCtv,�, 4th.-., ( ,s , �r•. ;, �} ..', r y , C -'.t r : �tf .Jt�,i ttfr��f� �r � ii 4 7 t xJ r i k R.. .,?• f .. t ,., ',.. .. t„T � + to Pry.. <iLte 1.rV1 : r f 1?Y,Iri r C !, WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI r, a..a SECTION 11285 - HYDRAULIC GATES , .? PART 1 GENERAL (' 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY .jMr A. This section includes stop planks, slide gates, weir gates, and sluice gates. `'. T B. Related Sections include the following: +� 1. Sec ti on 13445 Electric V alve and Gate Operators '��'��`}^+',,,�::'''�• w 1.3 SYSTEM DESCRIPTION c�! A. Each of the fabricated stop and weir gates shall be designed to shut off gravity flow in concrete channels or tankage. The sluice gate shall be designed to prevent river backwater from inundating the treatment plant. The submerged stop planks are designed p'°` to control the hydraulics in the grit chamber effluent channels. Size requirements, t'�s��” s, '' operating conditions, and basic material requirements are defined in this Specification f ' Section or shown on the Drawings. All sluice, slide and weir gates shall meet the field "'''?'S 'a`: '•' .`' leakage requirements described in AWWA C501 under both seating and unseating ' conditions. 1.4 SUBMITTAL A. General: Submit the following in accordance with Conditions of Contract and ,. , a,T,,<,°wr-.. . i. � DivisionIS ecification ,lt,;tX�'`'' � 1 P Sections: ';•'r��r,�°t��>;r+�:�';` 1. Manufacturers Product Data x:,,1; ,<>•':t..: 2. Certification of AWWA C501 compliance. 3. Shop Drawings 4. Installation Instructions zA ' 5. Operation and Maintenance Manualsr �w�j�;rv;'y; 6. Manufacturer's Product Warrantiesy �i,zY�d3Ft� i ; oJ B. Operation and Maintenance Manuals shall be submitted prior to making application for payment exceeding 30 percent of the Contract Price. C5-4199-00 11285-1 HYDRAULIC GATES �r {,•. ; 4 t � RO—3/19/01 ,:��,��1;�;• ��,N ° `;+ :",:r n!"`^"r +wrraww,r.w.,,vu.a... `}I�X 1 p�; ✓s,. s, �+ rwwyvoaupaw !ax+ r.-• J ry5,+;,''r.,^!^, ,M1.�{1yyf t t .rt Y;; ?' r t- t 4 ( t_•,.,m t ,F,r. ;i, 1�-,1. .`, .r�>y 4 ;.F 4a .�L. •�,, �, 4.6 T44r ..r' r t. 4.'f' 'c .7,' i, .� , r4:.a + t r' 'a1,,,,,,,yy, .{�.. 3"'�•,..'�4'1t; •''L:;c',"�} ':2.. yr. `.{:7" t. .,(, + i .i .f + :.tr,.,t, ,.5.,, o g,. r{'. �.°11f. .r?r„, .. r,'t'�#...A1Yx. 'Slti^•.i!,'(4,7^yr'.'!ti !:{ n, 'k y l:;y;,�,':S'r t„!✓ ,:�. �N f..�,. ✓��...t - .,+� �•'' :i, •.t�$t.;,r i,.° ai,,r{. ,;}:R �i:�'r ht�t�t C A¢+. "Al tr,pi ti( ,rJ,F�a;,'5.+.,,t, 7t:'RaJ�r 1. '1`.'4,-;: 't, f�I: ,t , ->�t �� c i + 2 .r ,t t z :.f 1 L Jt +`, f'.�'•'4��1,�.:�`*Fi .. ,,} �-sy, •k R .4itk,t;1�•° •(: ,�4,°:'i:t r .tz .p. ..{.. r r. s , r•, .tl�,.j.,,3.;../,`�,";"i'1st'Gi�C::tv�,'� ,•�• �"+`i•F57�g�' °�i• v.'v A:41. .pr t�^.,'�;.s':�i: •f,:.r��+.;,-,I,;�.yr !�' 1Y .i,: r .�t. •.r�. R vt ✓:,•"' .� 4r i � jv,.6bF.a'%�+:Y +Q��7' �•��e+ .,.,.,t'�.JT ha .,�5 r} f ' Fr°�. '� l` , , .� 't5. r� rr S. I. ':4. .•.S Y 1 �t ` tl 1 7 ` t,h t:i,J � �.�f r{TS.-f�t d1.7V,��tR�� i dj• �h i� t '+it#1 a. hl}�7 t' r � + s r 3 `, .. tr r.}�_` �F.l�,R r*��4Ft'}" i'tr �kft"t•xf .i.�:'•.'. IIt. 7 . . .. � _ .. .. li S.`' is .f„ �,, •i;=��'' ! { r t y a r , `' Se; 4 +t :Y,y s• ! i, '. ' d t.l� .'l t` r..' ��sJ t 'r:.�'+rt�t+ t, M1, y uAeUNtAYM3nY«A.rv.HI.wW...Y.�w�4M"M JtiW4i�I1t 44.'R,h,'.•aW.•t3 ..,;ethffiWi i.i..+,1.r..(e.�......... . ... ... w •e.f�rs-. ..n.,.'...... .'...... .. y' �, .�Y i=' FtF} f{� tyle •• ,.". W..* .R ,.vr,. Js.?•b•c..n,snAariiY.i�EY nXy:tfi7�'J'A tf�45ys`{.4ti•. �5 71 x it�i r i 1J WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI 4 1.5 QUALITY ASSURANCE t A. The equipment shall be supplied by a firm or firms regularly engaged in the manufacture of the equipment, whose products have been used satisfactorily in similar services for a minimum of 5 years. It shall be designed fabricated and assembled in accordance to standard sizes and gages so that repair parts, furnished at any time can be ` ± installed in the field. It shall not have been in service at any time prior to delivery except as required to test and verify : . ' F i�U, , �.� P q fy proper operation and performance. ,� •;":';, ' 1.6 EXTRA MATERIALS A. Furnish extra materials described below, prior to system start- ley,t`NIT. P ) up, that match products �,�.j..�,�' installed and that are packaged with protective covering for storage and identified with f ;}`f � labels describing contents: i ' I. Stop collars: two of each different size. '+ 2. Lifting nuts: two of each different size, ` PART 2 TS 2.1 MANUFACTURERS 1 � �'r 4 t�- �ti,.. Manufacturers: Subject to compliance with requirements, manufacturers offering •�� %�?iR=L�<<.:a<'��`�`;'`'`' { products that may be incorporated into the Work include, but are not limited to thet.,;J.rJ, ,,r,; �.;••:.. following: l. i:.:1 lwt lr Yttt'ta,':. J Fontaine, Ltd. >;::.,��: ,��:,,•..; :� 2. Hydro Gate A Corporation ;;:, ,;s:��,(rzx,;z•:;=". a Rodney Hunt Company::, „ :.y,f ,I;,,'� ,.r:” �Z`�:>Y rte'}' i�•4:--' 2.2 STOP PLANKS ?5.Yn•(A t)�fffS:ijS r:rJaw1^�,�.. t.4^)Y1 klt•4ji"�`?"._1Y4�VI;' A. General: Stop planks shall be fabricated aluminum, with dimensions as shown on the {,t }lr�y .M�,rt` Drawings. All parts of the gates shall have a minimum thickness of CLL�dda r��•aork�tfi � �ix�� J{�` n Head: Maximum de B. Design sign shall be the height of the tanks. "#�� .+fir yi,3°�'"• head 5[ C. Guide Frames: ASTM A-276 Type 304L stainless steel. ` D. Planks: ASTM B-209 Alloy 5052-H32 aluminum plate reinforced with formed latess` , or extruded structural members welded to the plate to limit deflection to 1/360 of the plank's span under the design head. Guide shall be ASTM D-1248 ultra high molecular weight polyethylene. ihiS'yc 05-4199-00 .�+ 11285-2 HYDRAULIC GATES RO—3/19/01 J ,; ' o,, c'�"'°y"""".'"!^'"s""�,K,�A?�V^!aCJUiw.sr.>MVm.•,r, -••...„-.r�+.,••+...wn.NS'+aMa�w4�ep�,!AR9YrawY�?,t�?nnn --`r•., !,r 10 ;,pux f �s 1., ;s r;t� .'i n } .l A 4 /i" r J 'ms's ; ,:,F.+'`,r 'lr'.-'Y.4 i{7< G•,r Y"�..J. X5':7 ..,4� S� m�F3 !• riC,w'�x;t t..ky,•J 1, IStP,'S;,., r �S x it. f' '!. �, ..Y t }.�.y�rc'i.1}!i l rti.1�t�Y,44'l�^9� e 1`r t¢ r1�}+' � z R1,,.. , , r r S •rr t iJ t' J: ��'t �'7;t �r7,�:1.f t+r t�(�.. ,. i�r}1•' k` ('S �'f{J ri,. ! rr +1 f t 4 i +r t S . .i �' 4. f�{� , `•�h �'i � t�`Sj[[ `t-stt i (, .t 7 I r y t , i t t .t`• ,Y :y,V r , s b +5a>< 4�Ur �•� �. t,y �" 14fil,�Yl�1sY� { � t =Y)J LL , '�. , u 7. ..• ✓'dy ^Y�i Df 'atik t. J•'r, 4 Yrr7 r} }oj.; w( Vf st �# WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI - E I +� 2.3 SLIDE AND WEIR GATES j A. General: Slide and weir gates shall be of fabricated aluminum. Slide gates shall be self- '`` Y contained, rising stem, flush bottom, with guide frames designed to be embedded in the concrete channel or mounted on the face of the concrete channel, as shown on the Drawings. Weir gates shall be self-contained with the slide arranged to lower to open s;,;;,';;• and with the uide frames designed S to mount on the face of the concrete structure. All ' slide and weir gates shall be supplied by the same manufacturer. All parts of the gates shall have a minimum thickness of/4-inch. IIJ B. Design Head: Maximum design head shall be the height of the slide. •:a7. h•. I r. C. Travel: Slide gates shall have sufficient travel to allow raising the bottom of the slide to an elevation of 6 inches above the maximum water level as indicated on the hydraulic ' profile drawing. Weir gates shall have sufficient travel to allow lowering the top of the slide to the bottom elevation of the concrete opening, and to allow raising the top of the r slide to an elevation of 14 inches above the maximum water level as indicated on the r hydraulic profile drawing. x D. Guide Frame: ASTM B-209 Alloy 6061-T6 aluminum extrusions shop welded to form i a rigid and square one-piece frame. The portion of self contained gates that extend tsa' above the operating floor shall be sufficiently rigid such that additional support is unnecessary. Yokes shall be designed to support the gate operator and associated lifting '{�,„«;,. rl,,,;' j forces, and shall allow for removal of the gate slide stem { and servicing. for s ,'r?�•.,,,,,.,,, E. Slide: ASTM B-209 Alloy 5083-1132 aluminum plate reinforced with formed plates or extruded structural members welded to the plate to limit deflection to 1/720 of the gate's span under the design head. F. Stem: ASTM A-276 Type 304 or 316, or ASTM A-582 Type 303 stainless steel threaded. Stem shall have a slenderness ratio (L/R) of less than 200. Stem shall be "``"''`f designed to transmit at least twice the rated output of a manual operator and at least ` { 1.25 times the output thrust of the electric operator with the motor in the stalled `s' condition. Connect stem to gate with stainless steel fasteners. r 5J t 1. Stem Cover: ASTM D707 clear butyrate, with caps, condensation vents and 1-inch graduations to indicate gate position. r.. e;; t 2. Stem guides shall be provided where required to limit the unsupported stem } F' 1 length. Stem guides shall be of Type 304 or 316 stainless steel with polymer or bronze bushings. 3. Provide stop nuts or collars to limit stem travel. •�: G. Lifting Nut: ASTM B584, Alloy 432, manganese bronze. 'j C54199-0 0 11285-3 HYDRAULIC GATES RO—3/19/01 ti+.�� ;f r+W ,+.T,"ar r r '!!�.ar+.YwftYatKaV•,vvy.X^^x^'^. ...,. ._. •�1i,,i�.,7." t c t .i�,.:Xs n: ( t tr t 16 (d�� t;• �: e : t5 w + !t 't t, � f' rzlkS,4 qtt. 1g f ut y t VYt t t 'tit r, J y;Y•{j{x517 {�?iT}s;tiYt}i{ '. r )�It, .. All ..,w .a.3.+N.0.:v�kn„aw...r,..u.,.....,:.: i r t. 1 WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI H. Guides and Seals t 1. Side and top seals: ASTM D-1248 ultra high molecular weight polyethylene 2• Bottom seals: ASTM D-2000 grade 2BC-510 neoprene .` 5.1� ,• s y�fj( t I. Operators: Provide manual or electric operators, as indicated on the Drawings. 1. Electric gate operators: see Division 13 Section Electric Valve and Gate Operators." ntir•t�. 2. Manual gate operators: Manual operators shall be designed to operate the gate under the design head by using a maximum effort of 40 lb on the crank or handwheel, and shall be able to withstand an effort of 80 lb. Maximum t 4 handwheel diameter shall be 24 inches; maximum crank radius shall be 15 inches. All bearings and gears shall be totally enclosed in a weather tight and corrosion- resistant housing. The pinion shaft of crank-operated mechanisms shall be constructed of stainless steel and su pp o rted by roller or needle be ranks `• .;F.,.,s, .,.'..', r,.�•'=tr #ids,.„ � shall be removable and fitted with corros ion resistant handles. '� �''`��.'a`yt•�t��ft`}` �..•: J. Miscellaneous: '' [ Fir'1 •i,,'?tit's,�.h,t,��}tR`gih,�"'`+�`t. 1. Fasteners: ASTM F593 and F594 alloy group 1. � .' .,t .� '•pY- 2. Anchor bolts: Type 304 stainless steel. 3. Gaskets for wall-mounted gates: ASTM D 1056 EPDM. ?- F's 3,, t �;� � j' ft y;t X'trr�. SLUICE GATES t A. General: Sluice gates shall be wall-thimble, vertically mounted, cast-iron sluice gates. B. Design Head: Design head a shall be as follows: !t t'4'T.;'{1`,�lQ' r w�+ :,t• 1. Seating head: 25 feet �f' 'f` J S Vie? 2. Unseating head: 15 feet :�i � ��,�1•,� r�r�;'-`_•: �t Ott s� C. Travel: Gates shall be raised to open; lowered to close. Travel shall allow for full ',F74 opening of gate. D. Materials: Comply with ANSI/AWWA C501 material requirements. 1. Stem: stainless steel. 2. Anchor bolts: stainless steel, alloy group 1. E. Design and Fabrication: Comply with ANSI/AWWA C501 requirements. Vl.t l ,w.4 t F. Operator: Electric gate operator—see Division 13. 's 3J `�L,;_,;•.` � fig{ . �I C54199-00 11285-4 HYDRAULIC GATES RO—3/19/01 4 .—_ ,,.,-,, a�rsw'M"-" " rX" ',t } i�ti(p`3•:4^tt�1�N�tt t;t Y?.tt t.r,,.�y Yyd tt.r 'i. A .A _,.,ss}`.ri )tt,. }t..,t.7,�� t ... i .,''. ti rJ 1 r ti1Y "ftl sl7 •,''.7t .+{d... �7,ri Sx;".i.,,,ln'ia:yr tl• i l.i +.sT;: tz;.,t r}1 a'��j.i. 11166 � t. .f 1 1 s t 'i, ' f ; Ijt�':5. t j ,'}k 3fFt sf� sr [�f �✓{t:J..t'ifi:Pt, ;x,'e� �SY�•�� 't:iif ty ,,�.'f�; ;'lit•: ".i`.�,•sr=^! t .f .�t •;r''i l t �ritltS .J '•t' f J �t is:Fs"3i��9}4x•`� •..t. 'N•: r it�;��t,r�>; Z.9•. ti .,r{i;, ,.r��', i t ;f, > t+ .t 1 ry •t''`i., i r j .. 5 .� 7 r 2ti �tj�„ �., qk e',tr:s tt' � •Sy tt ) �:t, '{c. ti 'i ;x,".rl%,• if. ''.' {. j , i.. ' .•f:. „! 'S, 'L, tl t' ij.t..it. 'µt;.i�t itl flay},�Ai t"x).�''F�.',i5 yh� .��/ut'��, 7,/� ar}ri`..�;h'1°rt=tit11=;pf:ltrl�tr..v. i/4..}.n�''t' } .t;`1 a �' t i' �'r"`, ' . I}•. 'r� It t trt . '1 t i:(• tt.�t":.7t.'�5;{{{' i.!L`�=y'�iS 4�i:'a'S t P•�q' `"•1t.Z,��t !t,i. Y e`t!t It Liti • "'f it Y .7 t ,c. �' 11, ,�, t t t't7 j t tti, I� t .. � V,t t i t !!., St t. {4 i t'.7 1 y-� i.t't � r,i& t t F t ,.t . 9 t t •• + a t �• r � t) , S t:,. I 1 t �rt . ' X'!)IL >l i .,, is t t.t� ?Ye�>• FA i�t!$TT�r 31 tt yyti{c °{(i.��7"� :1 i';. f t. � � 1 .Y � .1� 1 ; � �P 1,7{TJ •��d xt r t . 1 t '.t t '• ° '..t� fiF is ' w�5s U1 4 §{ ; . .` .. s• lit , ., tT�'e ��'g, c r + _,};�.r`,+r ..}ai: J ,.. �'' .:';:' .'. •.' ;.... �;:' :''. ;,, , ,,'.:r\�'+ r '+ \5 ,Y'eyp ef5��7�g�iit?k4;{';�a�ra .Ei�'+A�i + =` �� Jj L;ftr + T �: ;i44 a till+ .r�r ,1 t ,r f .:li- t ., ..>'.,.t .��rf{ tJ t;,�\'�� :.•�•�;y:!S�,�xTg:�'' t., � � ' r �?' 1 ».: ,•" .... . .....__..,«m,d,•.,. «.,>«,rte...r.,...r.,++•t••.w...e,.:.,,.«,.. ,-.,,..,..,.�.+«....::,�.r.«,l... ,.+., r G[i(f (,; ��<.i�,+�r} `'+L'. i rY tea" WATER POLLUTION CONTROL FACILITY EXPANSION ;> CITY OF JEFFERSON, MISSOURI ' PART 3 - EXECUTION 1 + Sit t r r ` ' 3.1 EXAMINATION A. Inspect surfaces to receive wall-mounted gates to verify that the gate will not be distorted during installation. ,� t • r.,�r"ri� B. Verify that items to be embedded are positioned accurately and supported to prevent ," ; r,.�. shifting during pouring of concrete. �+��'f£fit y h�1��!j`.�`'"•`' 3.2 INSTALLATION ° A. Install gates in accordance with manufacturers written instructions. Set frames plumb , t and true. Protect equipment from damage and distortion. Grout embedded frames. Coordinate the installation of anchor bolts with structural concrete work.. i'�,,Ir'<`t,7 3.3 PAINTING AND CLEANING •,; A. All carbon steel and cast-iron surfaces shall be finish painted after installation. 7 B. All aluminum surfaces embedded or in contact with concrete shall be solvent cleaned (SSPC-SP 1) and coated with one coat(8 mils DFT) of unthinned bitumastic paint. C.•,•�etiX( �{ .,r 3.4 FIELD QUALITY CONTROL A. Manufacturer's Field Services: A manufacturer's representative shall be present at the , ; ,�r•, i job site for inspection, testing and training, for a time period of 2 days excluding travel at no additional cost to Owner. 3.5 TESTING A. After gates have been installed, adjusted, properly lubricated, and torque and limit switches set, operate each gate for three complete cycles. END OF SECTION 11285 :�{u,,' �;�,�y tit •,}:'",;;, ➢•:y`t�`y' +`�dt tti�'',�/tie,,•.?I.l ? .�iii:•` ., C54199-00 11285-5 HYDRAULIC GATES 1 RO 3/19/01 ,;ro ?�tl"N"''°",'T..«'" ""1 `T"'"^'.,..•...+ww..awro.nn,nrr.�.r.•r'<�t.. S i.._ ,. t. ...�tvt:,�,xd � .,.y,., .. •.: :.,�1�.<�•::;•'• 1 :°. ..,a :'ji i ., .t:: lr+' fit„! 't :.r.:b .1,n -t ,Y . ,,:'n,.,ita r-a6fi`Ut�r=.l,±'�F6''�� t��; rl•. ..2: ,,.a '1' ,s� •,,,.• :tin: :i, ,,: ,,. �+ i, r s :r t .r3x. ,nt t .1 .i':�t rt. r:,ti,.lt:`-$t,.,•;i t,.;. ,.ra Yi�.R. wi � i7{ .d ;rtr ;o'f{}.•:`:y'i�•+1ttt;'• i.x rf:.. �<1.:,it:�; �}% ,:r.: ., :-�{ i; 'i. �t.Y .l."r, .:1,,.yi.: .,$'`tqi'k,w;2 rY, r.. ��' n'•'' '$�pr �,. ;r•r„ .�!r., y,.:r Wr. .� 't•1. Fj. .4 �f q!i .:r.,z.i:r: •:":A� 1 .c Q .�.r x!�..Pdi'� ,.Y.j,...i. r t „'•(5�}�`zt.t. r r.. �..,v-.mot" ,,�'+i?"•, 1 '.X !' !' 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Z •fr, :�i,: y. z+ 't'i a� 7� 1r f.tik �, ...{.�i'�'...i��:57,�5 yr;�.� '� ,..w' ,.��1'C 'j r.�?,.-,'r r�. t'+t ztr ;�a tit s,7.:.}i`rt t' i i !. tt .f ,� r !i r.s�: " s,t.�'r.:'T:�;'�rry� �.i.••a 2i�„i�ti� .a}�r :"asi. .:tl ),'l. .l.�,.S.i l..ti rI ,�” rr l.. .,+,`. � ..ci r'i „1. ,r' •r.,Srt,, .,, r(::,°��'' •,.S � .'`(+ .,t. � n, .w't;- r 7::": .. s'�"- \ ,;11111.., j 't,'•, ,�,rf ,;!.r.::f .t• t' t 'r3 � U A. '�x f.".��:�:7�-;Y• t4�Vl,:,�iii��'.�i jc' .;�tfi: t'.fk.r: .•l.xi`",t. .r l .r 9i� '1 r 7;. .<s S. •"•!u, � }�';.+ �t r't,�.t�i�. ��r1 =5 4 '.h�• r ..$ ri` 'S rk. t ;1,. � {, r yrv',,. s 7 :-tin 1 aME'(., S• 1., It.�r v r f,•� t 'kni ,y trk �t rr Ir ,r¢a , v�` i , 1df f + t 's 1.is 2rT7JY/F,rat.r;r.l .:.: " ,. . �';t T r >'j tit tr ht�)h�..• WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI SECTION 11301 - COMPOSITE SAMPLERS PART I - GENERAL . , 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 1 Specification Sections, apply to this Section. ;.ab . 1.2 SUMMARY ARY �� •t,�..��r A. This Section includes refrigerated, automatic, composite wastewater samplers. '' ' ` SUBMITTALS 1.3 TTAI,S F;y>;r:'.f ) A. General: Submit the following in accordance with the Conditions of the Contract and Division 1 Specification Sections: I. Product Data. `'°"SLY 2. Operation and Maintenance Manuals. 3. Manufacturer's Product Warranties. B. Operation and Maintenance Manuals shall be submitted prior to making application for payment exceeding 30 percent of the Contract Price. QUALITY ASSURANCE A. Manufacturer's Qualifications: Manufacturer of the composite samplers shall have not �5,>f`,-•��•�'f,k;�;��:,,.�� less than ten installations of comparable size in operation for at least five years. r I ��ij,r',trlf { 1.5 WARRANTYr�,z, , }� � A. Special Warranty: Written warranty, executed by manufacturer agreeing to repair or Ih: replace samplers that fail in materials or workmanship within one year from the date of Substantial Completion. y { �lj,,i,•,t;rt+3cs aa�• j 1.6 EXTRA MATERIALS ``'�j''' ',' Vii.{• ��v�.$�`�"'J'r'.::,�'i A. Furnish extra materials that match products installed and that are packaged with ;•��.,a�'Ufa"i�`'i:Ft«e v!'..;�+I protective covering for storage and identified with labels describing contents. The •,� following spare parts shall be provided: C54199-00 11301-1 COMPOSITE SAMPLERS RO 3/19/01 ': )p n�j'I��fi l,s a .,�hd.• ', qr•� �P?�'"^"'""" .i ?""'^""..' .kwu+erau+rasu'xtfiwrrvri»�-� ..r !,`Se r� �rjl�? . 9�r �{,�.'y,`Yt 1., r u ;i .� } y �•. t,i.- x, {�;; L`i,`F4) L J `.1 !. y ) ,- f �T`i�. /. l r.J t.�/} ai' • /,y IUDs .i:Y+ ,rkk U, ': .Jilt r t} :} £ ,t t };':�,,.+. �'�% .,/ ,t,+t r'� f t''l.�" <rt,13�'•' �t2',XYC(I/ '14�.'}t2 .trxj iL 4L t� i�` 4 r, � :i d' ,� �...+ti ,)".i ," r ,, S<�l{ '�e tf r..t �"'-,?i�z •' :P,.r rr�h`� ii t ie <. ,{,. 4x'.l` I.tl ',y s �; t n i ��. ,}• r., {:t,f I'�=.,r,; .w➢,s-'t Nr�A��f i��kr�j�� ,y'j, (' f.,„i�1r,,•j��'.',•:.yli Cf.,',,,r l,4:�;tnYl•iti..?�K`;,fl.5y';h'-'it t'x d.i�;�.r r.i'1 S !4 t 1�.•i-'s fi,�'d . i.j1 ti r t t<' � S.t.� �i?f' i fr, •�r�` , •ti� � Y 't..,�.t. r t _r r i -t .t. .t x,7 i ..1l S'e.i!t"`t.) i4 r1)1...ti.5r.tt,,�, �1tt'11,Y.)'�.�f•.d.{L,,:.'j}y4t£'�•t F�Ati�`''ia}�t t�iti.S x.•t:'j4 riT, , �• �rf t rti' yil'J��..t. ?'t .+ t ! t t, �r 5 fc t a,.. L,:.�S �S}t,Y7 i J ilkS v ��+:� �f„,{tft.�i�':£S`r��r lMJ). t � ja t { is`> '' ,:n ,• t' Y :j � td S. r?��.t i.{,ii v;u)ti t'�'rii�}:f .S}.7� }.f ti. 'a` f9'tiZ �t4rr�`dt; �Yt}�. t.4 •.:1.t ,vi4 ' 1a - +hr t! :tc�; C,l.+r ff,.j}�$�z Viz, ��4 t s .�: �.`t r. '# t '`'. ,:,s, 6s�., Yg'4,,.r 7•ly,yrrt;:�'t {!;,: �4F.,x).,� y{ j '.Y: 4 J:� a' .S 14i f 'V+ ( $ t•at•..e v ,.1'}'�('.WSt'US� :r 5�,{YS�{t,{ �CI h,ril{f .�':.ii Y?f' +.. )tG �,at),s ,,r .u,�1.. , .r a i. a` r'x + ,�._,' +;.;cl; � �.,Y " �r•'�;;l,.5a �ff�� i {4`S'?;'t tr tiS=e:�y.; `rv"'j4 r. t '! t , #;`i,�;}'i�,....Ac;ll. .�r��4�t. •{'y>d' *T'. • • + ,,,..Y,�tw '[�-.,if�t+•�r:' _.:,et, .r ;kgt;f,a.;}"/e' '.:},day t»r. � '�Y, F, _ ,.t , ri. .r: 'g 7 ,,.r�t �a ;'k ti`}' ,Y k,,.?•rfi"Y' ,k .� 'S'; ';b,yjr�"?�i} ,�,�' i7., '`, ' .i .. t,' '�. r ..a:i•1�fl ..y .t+.}.;iy:t 'x-,i ;�,�'<:'+.:+�' O ;'i.rit:'•,�.��gr Frt4 kt `�ra»b°,a„frc.� r, L S Ni' 5 `}l i if .. `S .. Q�.�} 1 4 !”�r \ .i �'t } !� � ,.'( . .5 ,f .y { .J(': �4 y�:.ik w•�J�i�Ij�;i°`�}.tt♦ ..r i•: .: tIs .�}r a': 1. •: 1 . . �� ,� ,� � i��'}rr :,�,r � vl':.1f � 2yn.'�rl,i �iiYtitlKiiet�fw.n.+r�.i�:tsv`wo..d'�#Mt�Na�.v;iKU:.a...,,t..a_;:.... _ .. .. .. t l ...,..e rw,.,<+nvr<a••.•.=a.wn.w.,w.vu. ,,....r..,,, ..>...�.a+w•rh,wv.mnwtvn•.K.,t+a�:.+•k.+a..rtyu.,n+..arre'YNw'ntt7+Y'W'ltFrlt�M+4/?k7ST.�. 'f!,.�4`'�`trY.X�,ii+"�,'r;'t? �{ rhEr3r+m i T•...r. I WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI `' ,t trr,t r 1. Four sections of pump tubing. r 2. Two 50-ft lengths of suction line. t�Y�t 3. Two strainers. 4. Two 21/2-gallon sample containers. :'' jr` ' 5. Six desiccant packs. PART 2 -PR.ODUCTS i Ay Y I 2.1 MANUFACTURERS ' w A. Subject to compliance with requirements, manufacturers offering products that may be ' incorporated into the Work include, but are not limited to,the following: ';t; "' s "'2 ' 1. American Sigma Inc. , 1 1+' f;4iv r• 2. ISCO Inc. ar,= ;A ' 2.2 PRODUCTS A. Sampler Pump: , 1 1. Type: high-speed peristaltic, dual roller, with 3/8-inch ID silicon rubber um $! � r` tubing. "F t � i 2. Vertical Lift: up to 22 feet. ��'' 3. Transport Velocity: 2 ft/sec minimum in 3/8-inch ID tubing at 15-ft vertical lift. 4. Materials: corrosion resistant. t` B. Pump Controller: 1. Mode: sequential or composite. 2. Pump Cycle: ' a. air purge(time dependent on sample line length). b. intake rinse (1 to 3 times, programmable). C. air purge. r: d. sample. e. air purge. 3. Sample Volume: programmable in 1 ml increments from 10 to 990 ml. +'j a. Repeatability: +/- 10 ml. 4. Interval Between Samples: programmable from 1 to 9,999 minutes or from 1 to �J 9,999 flow pulses. 5. Liquid Sensor: non-wetted, non-contact. y + j {� C54199-00 11301-2 COMPOSITE SAMPLERS { RO—3/19/01 ..y. 7�. .N .`iti't>s.ry�,,: -t7, �,rt i3 r.S'✓"Z} � � ,tttt: .C:.r... . , .a:•.< �IBRt�. k,•, e5 .;+r�w�;.f`�,� yy:: 'i =i:-xN l`':ra �tt�$, ,r, f�7 ,�•y',$�-: Y`)Zft":� {3 S ;Ft '.} s.u' .Y r'7 I r YS .y: ,.°.�. "d`APi..cs.rs.es y e. t,;• dt�-. i ,,�.ay ..a•a;a..,,�.;,y��,�,.t i< ,. .tt..,f%•`t��x i'`�'"?t t r•'t>:4 r..,7 a'S, .0'i' , rtt, 't1 sct '} � :•S.�, S�, ,�.�r.{ i S.t,'Y° y{ ;vCr Ct r,;-� .r �fY,e�F,,�,�S..,c�.t�f�. a(�"�tj1�..:�2t KlSh�r .�Sl:y�"-:tEk7 t5`y: r i.. } .ya Y:tn, J f t :9 k, -t: ,�^ y.y L f,}Pi•=Y f13{,; , r�i A.3 4y y,� )f .rt, r � 7 � J' t•..,..1 f } t5�♦J j�•.x�t.k;�$4 1 Y1},V�,YW {��7h b ':� Y t� 1 '•'� IK'.ih,M1 r.*�Yfty$.h lr�i'x'',%:56 i R�\ ia4�.•�b'd }y..� .}�t�j.- S g �t i( , :r.'• , � y \ii T .�jJ Y 1+ fi � !7 ',1�1 , E!r ...: r�:•.r. ,-.f. 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' � ,` �F{ .;- `��'� �'•ii'.ir:�4:. ✓t iii WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI ,M1S t 6. Manual Sample: manual sample selection to over-ride sampler program, 7. Controls: ` a. control panel interface with membrane switch keypad and liquid crystal display. b. internal clock accurate to 6 seconds per day, ; C. self diagnostics. `' d. sampler status indication/display. e. intake fault indication with automatic resampling capability. f data logging for program, operational status, sample collection times/dates. h lithium 5-year battery to maintain program settings, status display, logged 9. ..- ,,,, data, and clock. h. overload protection via line fuse. C. Refrigeration System 1. Type: Sealed system consisting of compressor, self-defrosting plate-type evaporator,condenser c oil fan and air filter. a. Refrigerant: non-CFC refrigerant. 2. Sizing: t�Y a. suitable to maintain 39°F interior temperature in ambient temperatures from } —20 to+120°F. ri;tt Y : 1 f b. five minute recovery time to return to 39°F after door has been open for =r%�}=5q `' ` f 4. Corrosion Protection: phenolic resin coating on all refrigeration components andy,w, copper plumbing. t'� yy', f t f'•t~t D. Housing :t j 1. Pump and Controller: watertight, dust tight, �corrosion-resistant NEMA 4X enclosure with hinged access cover. Interior of housing shall have desiccant Fry system for moisture control. ff " 2. Sample Compartment: vinyl-coated steel body and door, insulated, magnetic door .,, seal, corrosion-resistant hardware. Interior easy-clean plastic finish. E. Accessories All 1. Sample bottle: polyethylene, 2V2-gallon capacity, with polyethylene-lined screw- on cap. Et;j f r C54199-00 11301-3 COMPOSITE SAMPLERS ; � r 1 RO—3/19/01 + � ..,,- t K iW7.?°W+^ ", -..r �'+•r•.+nw,,iti.r,ryairw¢Nrr°« '.'.+.+i+fnauC nw,.q..,.+ "r. ,rr r}�r�"�'{Pp fit'tr t(' ..,.. 7. i., t' r •+ it tii }i?F . x�se3 �' � 1 L). ',j.t e:.)�".�.�,a�f'.?' ;.t.. �r f i.: y+, S} t l:,e. t• r/rt'',r, t�.�.r 4"t i��'`' � F "� t�7`,Si >t / ' y Y t a` •�. � w , tt ,*a�..�+t<;�' 4�it t� 'te r~. 1 .J *rt .i., r J i .. i f � { .� r ' � ..i s,f �9 1 t{. t :Jt.i •`r}} t rr G i rr>. ,it �r� .,i +i :.4� 4.}f� kin y ~•4r 't. .�' t i. Ir• t 1� j� .�.t }�J;iIY 4•.. .�°i tY3';! �;..>, Y 'Y / 1 Ji t;hi }?Jt(l J,I f }.{.,",; 2C ,a�.ly�X..f"tr yt .:1�.t... 4!.' s, .J?,T •,J,4t. 4r i sfr}y'7 , ,; �Y..,`if .1 h !'h4 l n4 �' x t' '' f; .. J s d •I y .! r f+�.`�„k;s '.f,? lY.y '�� {6?'t4I.., r r�lx,.,?�"tz�J ir'`.Iv�.ty.ldJr,, i "t# h t. t '" r} 1'Jyt .';'''r" S �"Yr'",�,�•��f�:�ia�t�53.r. '' � ^^��1,�Js S. .r.�':. {'¢: 1 .?s 7 :.,; .: i:• `� J �i� t' S�{{;i A} ,�"r`t i,�,x1 ��• iti',~��'�+l.h°.'P A�.a•.�..._.•_.. ,,.......,,.,i', .,:•.r.n:»µvrtwrr n•.x1. Ti.n,.:,. .. rYrx,'Ndt4.LNiwbx!MItl'�NPM,AVA9k v, khv.{ix rVW 4 fsl'11 :' ...:..... .. ..._._.. aa•.r,..N .i.•,W..h+....Hrw.,'»wluMrry.1J✓•.t 6Y t 1� WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI 2. Intake strainer: type 316 stainless steel and Teflon or polypropylene construction. ' , 3. Intake tubing: vinyl, 3/8-inch inside diameter, single piece length as required for proper installation. F. Power q 5 VAC, 60 �er Re uirements: 11 H�, G. Control Input: isolated dry contact closure. PART 3 - EXECUTION 3.1 INSTALLATION ] J '1f{Y�iT�SttaJ7)ti..'•T:.�Ji`,.}�','I A. Install samplers level. Provide adequate clearance around units for ventilation as required by manufacturer. :`a;rl,f.�,:x•" ,• ` B. Route intake tubing to allow proper draining between samples. Secure tubing and intake strainer with stainless steel cable clamps and stainless steel anchor bolts. ;;,,,{!��•,.a. ,,;;; F ? 3.2 TESTING AND ADJUSTING ' A. samplers t !•��,�<{�, ��r1p��1,�;:f, Manually operate p ,?'�J,�`, Y P o verify proper operation of sample um and um `,'.$'' a ' l � . ' controller. Operate eration pump pump "' " P a refrig unit and adjust thermostat to maintain sample sj ' temperature at 39'F. I') r J ri r}ark;y ,sN,��.•'''k, 3.3 START-UP SERVICES �[t: ;rs:�:zt t � + A. The Equipment Manufacturer shall provide the services of a field service representative for a total of one trip for a total of not more than two working days for the purpose of 1 instruction and assisting the Contractor and the Owner's personnel in the start-up and proper operation of the equipment. •�' s�(±j 4rrr• �� ti .�tJ�l; f END OF SECTION 011301 f �) 1 4 h V z CS-4199-00 11301-4 COMPOSITE SAMPLERS ; RO -3/19/01 r•Jxyi�;+�'�+r�YYwwwr«r+�..,�n^y-:— •^r��-- r �{,. tT`,4 s tt '4 }t + s t'1C, 1 i-..°"r".rq°vq.�Plf,CJ.�kdWN,N¢u+,• "r ,.. .-...•a.++�,v+ 1 � F r} t ..y t t + , ^,.�,*+wnuarmy'JSrt.+wq*w�+nr'!.;-•r ors r y +„t ' t t 9 r .4 !,a;., :t r >. s i r T#' 4•. :t o , !t r r- i �. r{s i .X:k<, ,`�-.�....'ri A1• f - a Si�� 1'� i � �It C S 't 'f” - � .s I ,3 ;�.. •�`x�n=J�..Ji.r 17 t A i�,.n1}! 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"t{,k�i•'.Y �..,t i�lj tt5 1 1'� i S, �� j( t.•Y`5 fi �[ 1 `k ! t fS.i !. f%t: 1N' (}i '�ff :;A;�t'+�..i° f �.� � I. y �t �,}cl`./ .Y..V 3.t:^ •S S.}. .! -t .r.y, :3. ;; '} :� f ii'2.1/.;S ?" S r3. .'}7�{r!<.,%F er,Y J<l"f��'r� iF� �+ i 1"v., �i',;��. > r.y Y S+r CaYT.�s✓1tt �tr ). +' I ..I .�a �' ilt iT t, r t "3Yit c. ts,ri t: �'. ttdt .��sr�i yCt�y'I{ v '. k. _'art ") !1 ,� �•'a 1 (t ^,A { Pt �zyhti S'JJ�,l4 fJ ',� t:. serf z t;. � f .,, i tr', � }''tr at L ''•a: 4 Y n N, v Nt C�4N„Ii4,4 rt4 lei V f �F,v.w+.MFGNUrvIhTh•rtNa,,n „ ..r Yw t..... � 1 t ,•..• . ........... .w. Rv,t</.k1JY ,AiN,Ix',M.W. IA„V .A., r.. ,. *vv*"•�+ 4wJ„M.,��vs l�j },fA .��{ It 1 WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI � a SECTION 11310 - SUBMERSIBLE PUMPS f — , PART 1 GENERAL '.:. ' 1.1 RELATED DOCUMENTS t'`�`t',:'Y•;_`,,t,: WWIIMMII A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. SUMMARY 1Sijt A. This Section includes submersible pumps and accessories includin g panels for ru wastewater systems. ;, t, r i '�f9 �i {fn{ J54 Yi. �� '•klr ty:r SYSTEM DESCRIPTION 1.3 A. Pumps specified in this Section shall meet the performance requirements outlined in f Paragraph 3.5 - Pump Schedule.try( 1.4 SUBMITTALS Ktiir':. A. Submit the following in accordance with the Conditions of the Contract and Division 1 s y } 1f ` Ij Specificatio n Sys tems: turer' p ?� .,;a. .:•. f� Manufac s product data 2. Certified pump curves yt.. ' 3. Shop Drawings ..t'. 4. Wiring and control diagrams 5. Installation instructions <l 6. Parts lists 7. Recommended spare parts lists 8. Operation and maintenance manuals r 9. Manufacturer's warrant f B. Operation and Maintenance Manuals shall be submitted prior to making application for payment exceeding 30 percent of the Contract Price. AI ?�y�j• 3 y'�CCU, i�f Y ?c C5-4199-00 11310-1 SUBMERSIBLE PUMPS 3,+ R0—3/19/01 77, r"....won.,n.,,,r,sr.,wr,,....,..--• ',, :: *..k,,., .,q if�'rty� `�'� 4n•, >;, "ft J to �',', ,:)' '' .n r-;;';`:;�r,;�•. , �"A,�� , x,.' -F. ,,��,,,L't'fi"..:°�, .,. .u, i ! f ".ta 'a' asPR�fAflW�,gi7�q�Mrrw`> •.— •S,'a�.,r 'it i'r.??;..a;"'ft�t�•:^.+f�.;� ,r{ ,��'� f `4?ry}�f.,rr 27 r,t,,f,'r.� .3. h 'S ''fit� f t.y, :�;, } •�.. V K. 4 ,. .CJ..'7 �A yp.. '4.•t•'' '4' l.�a. 'if�ti i' r�;5„�, �:; � t �: .i. i a r ,s. i., .,�;;., r s ;s �4•'t3ar.,r,,, R`'i�.++,.fr.S,J'.J,,,�;7 r I\ r�u .i,:c, 1),.p,x 4„1�<t..fat.:eif Ni. '!. + x =?A. d`, tt t' r .'i d �"'t`. 1' .r .r '{ !{., t' rcj.•'s�45 t �:. ,y f '�-..,,�� r f. .,�5' '.f {is{,aY, *, yJ '7N•Y,+;i�"`ti1 S,S:�,1..'{ ��: AS'i t..{': , 15, t: > r �:r{.! 4,:t ) s. r .i t [[it rii ,rr �{� I .r�s�,�• �dy+. ��. ^;T-• �,.1.1,r4� E••�'i, 't ''ya `3`. i.c "/,' i. :7 ,'.1 r ij.1t.` 5 ,f 'i, �5 f,s 1'((+J_r;,t{jfi,li.,r,cYi J9c•�}- t�.`W�;�>pa ��^.. t•! t..fj„r, i, ,�,..,4' � t:� ,'�, k ?. ti .1l '9 :�l.rc{,r.;t.: r t ..A ..l,�,i 'i 't:,.;}'4ryt� -s,.� �r. '},�'r<',i?� 'rtf. � "yX^!'r�ti1 Bpi^f�,Y•,1.6: Y` :�� . s - r' .;'� �, •1c+5 a ,� r1:a>Y ,t,i .). tt j. tkr,��d,>y;�'.r;,ilfr,u4}.�; �ft� .�, r. �r.NCrt hjr ,i,p'• Y,.t h '1i Y t 1 Y !' 'l. r ,;n � t ,>.`' rf °i r fl �'}`,'M f' t: .�it•fhs.,.t 4, 1 t'�1F, �� `"��"r'%ft: }}�� ' {�.y7�T'tk >1} ,�i .v � ;�`: ( is t. t i '1 y .t ,.4F: ft7,�. C �,rf .3>:�[{ �' ,yt�¢.'k•M i`6 ,�,M•ii,_,�J,�, yt..y' ^,r ,t`t'S. +: f ^+ t �'; r.! '4'.� 9 t .,1;- ?ti1':fz+"`�r.t„�{� ,, .°Inx�,S. 4it ,t Sl)t AF.�. ?'S.K..� t t'it i,^n i' '7,}r t,' t ,t ..f: }, t '7. tf f ft h :.,.. .frl.�`-: •yE� n<��..t FMS 1, ,r�,w�'"�,7 .cr1{ t,..1"f� ,Y .S t;e' +...ie.0 f, ..,}•.: 1'i..'. ;J t' .., ii .yter S. l t:f� .,t„N t s. 5 {f�,'t rtrC ,! �. F tiL.�V rJ�}..5.:urf'��$�u<{ t � x n 7 t.,..+.+:.,....,..,«......._.,_.. .......... ... .... .... ......,. .,r ...._...... .... ., . S ,..,.. .... ..,^.c: "......_,.. _...n.,.....,.a,.,N N.t....,...•«...... .r..._..... _.....:r..•.•n„H+e++INraf:�!fi"K.,�iS/3'1d��f t n. i t WATER POLLUTION CONTROL FACILITY EXPANSION ' CITY OF JEFFERSON, MISSOURI Co;' 1.5 QUALITY ASSURANCE A. Manufacturer Qualifications: The equipment shall be supplied by a firm regularly "{ r i engaged in the manufacture of the equipment item, whose products have been used satisfactorily in similar services for a minimum of five years. ? 1.6 WARRANTY C}1� A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components that fail in materials or workmanship within a period of one year from the date of Substantial Completion. PART 2 PRODUCTS 2.1 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, the following: 1. ITT Flygt °xty�yy": 2. ABS Pumps 2.2 PUMP DESIGN Ur A. The pumps shall be automatically and firmly connected to the discharge connection, guided by no less than two guide bars extending from the top of the station to the sn discharge connection. There shall be no need for personnel to enter the wet-well. 'rt Sealing of the pumping unit to the discharge connection shall be accomplished by a � machined metal to metal watertight contact. Sealing of the discharge interface with a diaphragm, O-ring or profile gasket will not be acceptable. No portion of the pump tr shall bear directly on the sump floor. `'.'r ` 2.3 PUMP CONSTRUCTION ' A. Major pump components shall be ASTM A-48, Class 30 gray cast iron with smooth surfaces devoid of blow holes or other irregularities. All exposed nuts and bolts shall be AISI Type 304 stainless steel or brass construction. All metal surfaces coming into contact with the pumpage, other than stainless steel or brass, shall be protected by a ' i C54199-00 11310-2 SUBMERSIBLE PUMPS 'T`a RO—3/19/01 rs� �'> A`�iMNANw.nMO/.MW`atW^l' 4SCWfikVfO.* "�S^'^ 7 I '^ 17VtvT$�:7rt; 3YAJL5,jlXri.!•'°'^ " ,-A1WgRFM ^' 777 7 i :. 1 x ft ttY°3lf+f�"S•�Y�� t pbk t t •��h t, �.. , f y S { f I ' i WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI ' i i 5 S{i I. factory applied spray coating of alkyd primer with a chlorinated rubber paint finish on f . j the exterior of the pump. B. Sealing design shall incorporate metal-to-metal contact between machined surfaces. Critical mating surfaces where watertight sealing is required shall be machined and "x fitted with nitrile or Viton rubber O-rings. Fittings shall be the result of controlled I' compression of rubber O-rings in two planes and O-ring contact of four sides without f .r7 the requirement of a specific torque limit. C. Rectangular cross sectioned gaskets requiring specific torque limits to achieve ~. P q q secondary sealing I � compression will not be considered as adequate or equal. No second 1 compounds, elliptical O-rings, grease or other devices shall be used. 2.4 COOLING SYSTEM A. Motors shall be sufficiently cooled by the surrounding environment or pumped media. A water jacket is not required. The motors shall be certified by the pump manufacturer to be capable of running dry anywhere on the head range of the pump curve with water =r level only at the top of the volute. 2.5 CABLE ENTRY SEAL A. The cable entry seal design shall preclude specific torque requirements to insure a watertight and submersible seal. The cable entry shall consist of a single cylindrical elastomer grommet, flanked by washers, all having a close tolerance fit against the cable outside diameter and the entry inside diameter and compressed by the body containing a strain relief function, separate from the function of sealing the cable. The 1 assembly shall provide ease of changing the cable when necessary using the same entry seal. Epoxies, silicones, or other secondary ary sealing systems will not be acceptable. 2.6 MOTOR } A. The pump motor shall be induction type with a squirrel cage rotor, shell type design, ' housed in an air filled, watertight chamber, NEMA B type. The stator windings and f stator leads shall be insulated with moisture resistant Class F insulation rated for 311° F (155°C). The stator shall be dipped and baked three times in Class F varnish and shall be heat-shrink fitted into the stator housing. The use of bolts, pins or other fastening A� devices requiring penetration of the stator housing is not acceptable. The motor shall be designed for continuous duty handling pumped media of 104p17 (40°C) and capable of ' up to 15 evenly spaced starts per hour. The rotor bars and short circuit rings shall be made of cast aluminum. Thermal switches set to open at 260°F (125°C) shall be 1 embedded in the stator lead coils to monitor the temperature of each phase winding, ` These thermal switches shall be used in conjunction with and supplemental to external E :a! C54199-00 11310-3 SUBMERSIBLE PUMPS »; }1 M RO—3/19/01 \ ` }RL�sF1�4Aa"1�nfJ'iMS°wr .. .. .. ,.,.- ,. x-:e.,..,.,. .. ^^^»•..rvn,w+rmirrrlfww.cwirw........._. r ,,,,, l,,y w►r.+n t 1 WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI motor overload protection and shall be connected to the control panel. The motor and pump shall be designed and assembled by the same manufacturer. A B. The combined service factor (combined effect of voltage, frequency and specific gravity) shall be a minimum of 1.15. The motor shall have a voltage tolerance of plus or minus 10%. The motor shall be designed for operation up to 1047 (40°C) ambient •'i ,';ja:: ,` and with a temperature rise not to exceed 176°F (80 1C). A performance chart shall be provided showing curves for torque, current, power factor, input/output kW and efficiency. This chart shall also include data on starting and no-load characteristics. 7 %�A C. The power cable shall be sized according to the NEC and ICEA standards and shall be Y . ,y of sufficient length to reach the junction box without the need of any splices. The outer ,►',�;�du��' �,��;'t., jacket of the cable shall be oil resistant chloroprene. The motor and cable shall be �� capable of continuous submergence underwater without loss of watertight integrity to a �� r depth of 65 feet. D. The motor horsepower shall be adequate so that the pump is non-overloading throughout the entire pump performance curve from shut-off through run-out. 2.7 BEARINGS A. The pump shaft shall rotate on two bearings. Motor bearings shall be permanently grease lubricated. The upper bearing shall be a sing] roller bearing. The lower bearing shall be a two row angular contact bearing to compensate for axial thrust and radial forces. Single row lower bearings will not be acceptable. ` /�14y,1.y r �x jt•. 2.8 MECHANICAL SEAL A. Each pump shall be provided with a tandem mechanical shaft seals stem consisting of two totally independent seal assemblies. The seals shall operate in an oil reservoir that hydrodynamically lubricates the lapped seal faces at a constant rate. The lower, primary seal unit, located between the pump and the oil chamber, shall contain one f'!3`�"mi " C"1 t �' jF %41?tk stationary and one positively driven rotating tungsten-carbide ring. The upper, + .', uPfi, x:.�s ''. secondary seal unit, located between the oil chamber and the motor housing, shall contain one station ary tungsten-carbide seal ring and --le positively driven rotatin g carbon seal ring. Each seal interface shall be held in coin}act by its own spring system. The seals shall require neither maintenance nor adjustme ` nor depend on direction ofY1� rotation for sealing. B. The following seal types will not be considered accept,--ble nor equal to the dual independent seal specified: shaft seals without positively driven rotating members, or conventional double mechanical seals containing either a eommon single or double 4 81V spring acting between the upper and lower seal faces. Cart 'dge type systems will not 40,it( C54199-00 11310-4 ''UBMERSIBLE PUMPS RO—3/19/01 cue t�, twr.J a,a, :e.wnr+t.rtrr+wan.v.-.^'•• — !v.ee.k}4.Y1W4.3#�P.th.,MVln,�"+'7.•ra....w'•;••. .•. ..,+wev+fy"Wu••VWf0.'.59' ahirw�+4w'M'''" +»Tf;•1 it p� } �ti 9 i rs .. : a c ; '. :.;, r '. i �t - { Y'. 5 s! 4}n t 1ti`jt'f�'y'�' t• ..«w.+.krTxaotrnn .•w..w.ww...,.n ..n...... .. .,.. ........ .. r ......,,-. .......�. ., "... ....,,.1r.n a4:1.. trt. ♦ f2H 1•.t... t..:a.t v- .,... ......_....,..,w,. .. .....i.... 'I t i{t y,� ;I I t,,.. WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI i be acceptable. No system requiring a pressure differential to offset pressure and to effect sealing shall be used. r i . . C. Each pump shall be provided with an oil chamber for the shaft sealing system. The oil f chamber shall be designed to prevent overfilling and to provide oil expansion capacity. t The drain and inspection plug, with positive anti-leak seal shall be easily accessible ,; + from the outside. The seal system shall not rely upon the pumped media for lubrication. The motor shall be able to operate dry without damage while pumping under load. ;r > 2.9 PUMP SHAFT - ` s I' A. Pump and motor shaft shall be the same unit. The pump shaft shall be an extension of the motor shaft. Use of couplings will not be acceptable. The shaft shall be stainless steel. Ir,,:•.,':>r . 7,� rrS}rr,', •r 2.10 IMPELLER ,•1 A. The impellers shall be ASTM A48, Class 35B gray cast iron, dynamically balanced, fr double shrouded non-clogging design having a long throughlet without acute turns. They}�;t;""1,=sf f='` impellers shall be capable of handling solids fibrous materials and other matter found in wastewater. Impellers shall be keyed to the shaft retained with an Allen head bolt r ri>jM rf and shall be capable of passing a minimum 3-inch diameter solid. All impellers shall be coated with acrylic dispersion zinc phosphate primer. i 1. Provide hardened white-alloyed iron cutter plate for pumps indicated on pump schedule to be chopper pumps. tJF L�15` ' B. A wear ring system shall be used to provide efficient sealing between the volute and r' i suction inlet of the nitrite rubber coated steel ring insert that is drive fitted to the volute i t ii t inlet. 2.11 VOLUTE A. Pump volutes shall be ASTM A48, Class 30 gray cast iron, single-piece, non-concentric design with smooth passages large enough to pass any solids that may enter the a,i,yr,.r,Yf;;•.f; ' ?:s impeller. �4�qt yy; 2.12 PROTECTION A. All stators shall incorporate thermal switches in series to monitor the temperature of j, i each phase winding. At 260°F (125°C) the thermal switches shall open, stop the motor and activate an alarm. C54199-00 11310-5 SUBMERSIBLE PUMPS 'k�"`.N` RO—3/19/01 , ti� 1uh ;'#' � �'4vt. .oFl: yt#.t r Ili{:utj ' s ,•f rT �: 1 't r tit s t tr j` ^�� t'" '' if,4�t�t�id� ;r � ..i;v apt' c} ,.'.1fti97 tt '� i ' i t i' } . r t #' .t.fi`' ?.r 4 I S•�('�T'+.f[f r ' , y19 } y j i .. . ..M..,.-w+n•t•.. i.htT,r,r�i✓'S�'ivif,t��, ,..na„•.J,...,... .,a,r,..,M....r.v..r*nav:a;•„nn• .' ,.,..,. .. .. .. ... .. ..,.,..., ..... .«._..,.4., ... ..• .._ 1, f. J WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI 2,13 ACCESSORIESCv_r, 7i�` A. Access Hatches: Access doors and curb frames shall be provided, as shown on the Drawings, complete with interior snap lock, removable key wrench, cast steel hinges, and locking bar. Doors shall lock in the open 90 degrees position. Doors shall be of MR, ,x aluminum plate construction with nonslip diamond pattern rated for 300 pounds per i square foot. Bituminous coating shall be applied to the exterior of the frame. Frames M �yr,Vj and doors shall be compatible with the rail mounted system supplied. B. Rail System for Pumps: Rail-mounted installation systems shall consist of galvanized guide rails a sliding bracket, and a discharge connection elbow. Guide rails shall be of the size and type standard with the manufacturer and shall not support any portion of the weight of the pump. Guide rails shall be anchored at the top and bottom of the basin and at intermediate levels not to exceed 20 feet with guide bar support brackets. The ' sliding guide bracket shall be an integral part of the pump unit. The discharge connection elbow shall be permanently installed in the wet well along with the ` 1 , I f t',!i 'I•',•(j.,r�Y,Y,�.;,1 fC�'r�; :i. i discharge piping. The pump shall be automatically connected to the discharge connection elbow when lowered into place and shall be easily removed for inspection and service without entering the pump chamber. C. Lifting Cable: Each pump shall be provided with a lifting cable assembly of AISI Type 1 11 316 stainless steel. {`r' D. Control Panel: Refer to Division 13 Section"Control Panels.” E. Liquid Level Sensors: Refer to Division 13 Section "Instruments.” F. Portable Control Station: Control station in a NEMA 4X enclosure, intended to provide local ON-OFF operation of a single submersible dewatering pump. Control station shall provide motor thermal protection motor short circuit protection motor overload p rotection, and motor disconnecting means. Motor thermal protection shall be provided by incorporating the pump motor winding thermal switch into the circuit so that thecA ,' ,, s pump is de-energized if a high winding temperature condition occurs; this fault shall `f fit.' ` '4� require manual clearing. Short circuit and overload protection shall be achieved by a ^ #� ;�1 �, '''' . thermal magnetic three pole circuit breaker that provides accurate and fast clearing of faults on motor circuits including lower level faults. 1. Breaker Ratings: j a. General: 600 VAC, 50/60 Hz b. Interrupting capacity: 10,000 A @ 4S0 V .y C. Thermal overload: Class 10 f}s 2. Control station shall be provided with a 5-ft length of power cable and a male , ' a 460-volt lu { ' p g• 1� 3. Pump cable and power cable entries shall be watertight, strain-relief type. i C5-4199-00 11310-6 SUBMERSIBLE PUMPS i RO—3/19/01 j i fir-,...»K++apw>»n.+w,++an rww,wmic.rN..*..^, �•+�+,xw+n9v:�N2t'83#'nr.xr .+Kw.wtrwrwa'.t�tF.HA+A.w�.vrw,re...+....- 1. t Y"'+"t..+aut' / i o f It c i ' r i' tf .,r t Y�f'roda�tt�`d;yh t t' Y t.r i Y t � c�v f} ��' ). q} r t s X t`s 2 9 t }i! araa t>tC:• lu., s 151{ , i ' r 1 .a "1 ,t i)r! rryzi Ina •. S i 5 fi rt. ii} t•S fiL J!T 7t1�i It.y , t�Y' r��Z 1d.t' 't•: .+ ..-,ni.n}tr. ,n vn w.. .... .. ,. ......t...,. :w,•.nt.to.rr..,.,rtr.an tM'h+.r.r+Jx.ts}vmc,,.....w.. .. ..�,..,.c.a,...........,..11a ..... 4 s'.-Sr i;�l'/�.�', fh.'...i:.+..:J r.,«..r.:w-inmwY;rG.✓,.iJ......,....-,.1..."........t, .. .. ...._._...... .. pp ; I sit t� if. WATER POLLUTION CONTROL FACILITY EXPANSION +" � CITY OF JEFFERSON,MI SSOURI G. Miscellaneous Metal: Bolts, nuts, anchors, washers, and all types of supports necessary for the installation of the equipment shall be furnished and shall be of galvanized steel per ASTM A153. eiSSir '�� F •. PART 3 - EXECUTION 3.1 EXAMINATIONt%kr:r A. Examine areas for compliance with manufacturer's requirements for installation , t tolerances, pads, and other conditions necessary for proper operation. , B. Do not proceed until unsatisfactory conditions have been corrected. tr;y: p rY tr i 3.2 INSTALLATION - '1 ll A. Install equipment and appurtenances level and plumb and in accordance with the ! manufacturer's written instructions. _ •'; iii,1 �"tS•),hilp �y.,., B. Grout fillets inside the wet wells shall be installed in accordance with the um p p manufacturer's recommendations. 3.3 FIELD TEST n+ s A. After installation of the pumping system and appurtenances is complete, the operability j of the system shall be tested. This shall include automatic startup of pumps, operation of control systems, and demonstration of guide rail lift-out operation. rM1fx{ fit, 3.4 START-UP SERVICES provide the services of a field representative for � •:��;f' A. The equipment manufacturer sha ll p P }� total of two trips and a total of not more than three working days for the purpose of „ ,z instructing and assisting the Contractor and the Owners personnel in the start-up and proper operation of the equipment. N ` tx �d�s•r . t: �i wry • SUBMERSIBLE PUMPS C5-4199-00 11310-7 Pill 11111111111111118511116 /.�; s,. 7,rti,L C. ,♦ , . .p..d: :•. ''4,ii i✓L}I! }i.. ,.\ .C""; f . y',, it ! .3,i 4 �. r) .t�rtt,7af { lx,� fix(�F,�r��i<'�'}-dii� +f,,, .! t•�'r,..t`' ii .5 t,'hf .''r 3aJ'', ,z t. '..t r ,; .r :5� R. �.. .t .t .::�1x:j+;Fr'��'.< .'{ �,r. � •.�,�}t� qc �° .�,,,},,. '4 .r J,n •.:�'� }',r,v A 1r: X. :V; .t it ,. >,,.i. }.r t.si''tC. .i 11 ,,{ � �r" rr i� iF; )r-a'�.i r t'.. c 1 Yt,, ,;tci't•!� � .}� .Glf".t. t 1' T t J e,,, <, s � r}�;. 1." i} 1,;,n•�r�'}y�'y.,,c t4}, d.. �R. r...b x ry,. ,3;<}. �1 s ':a3,:. ;.i.. .•n ,rr.,t r, ;,i- {a<,�,,+. x ,� xs ; s��-ta r,! �,�' �^ �{+Y, ;,,�._'t I 3 `;} rXJ�; i.fs�.o �R,},t�"..'.Y, 4r} [ 1. 5 '.l,- A ..� } ..3 r-d� „t'�.Y'f! Y1yi,}1.�,'5�,7♦t\ 'BY'k# �'f,+Y ,.!.�'A „s ,.t t., ;x•' ryr,, z. ; 3,. ( j ..Y;j' . :;i!r+, n, VrG :,.{{'(( tt�9�t�',. Y,�:�}t,�,' !1.1,. g ,.1.,,,,:''v.!. 1 :)i .1.•':}, l .y 1 •It}sry r: 1'a' .fr rr.;:';}•�i{•: J{'„� � Sy t ,t �: ;Ci3;.�'tL.7a t.a,*"t Qr'�'(Sv:S Rif,;'•..e.,�rj}}C'r..J.ty'`, t 'x; , � t l ..i.; t: 'a':`r r e.�. } h .t t; .� r` .tr IY y.x t 'tr' r! 't!' t 7>f 7.y{ 1.t� , t, .? ;t 1 ,t, [. .'x } :.,.�:�5;':t,:•, I 'x�i tl r{wX 'ir b�, � ,.Urt��i �'u}- q,r ., ...i..r.f,.;.,�•t_T '!.��.}) 1�Ylr°,� n ,. .. f:i •VtrY'}r .},.X .i: Fv};. .t.'.ltpx�.} j f y.�. it t.,•,.�. '$fit'. �yf •}, r'Y..,+I d{f ;� t t z. ..s .� _ , r i'-� '' `r i � °'' - tt � 't',;;�{ � 'i� x f'•t<.r. }N,l a,>Yn ,y. '. p�{�y_..%`Y, 's.', :?;.{•,�,i,' 7.tY! f..ff .r .i: ''i ,t S ^`�, :..{1.;..},f t.3�. f,•,,lt?l,t,,,�4ro ti�,” '`djy ;,, lr�ss z r .t? i1•?lit i �Pb}f! �,(.t t i •.�,.r ;;a' 1,"NOW 1 1111 alwm xw.. 4.' � y W> r v 'pt.tt r+f+i 4u.% .i+ , 1•'k b Uri: i Lit+1 ..rt t>,t : . ».; s M> t +4t� j. ..'ytl)' sl$ :• k'';4ij t{4? '�` y'r t }A ,e�sti.c.,r2, t ��;'r�•t!"})t`tG° ,.i1,>41 t' 771 .t7r}i} + al JS;; 1 ., r 'r i 1!r• ll' L t 1 �.{ t i�.. i;%±•: y. �.tStr�•(� �r�tf tpC t q i. +. , `� .t+r{I.1� i r.1#yk�)�ik{f�tL �fly'b'�1 7ti�`•:.'r Y+�S{.ww..:....nr..✓..i.,.r.....::INr«..l..S.,w+lwaiarNr+MHts�aVMr?.+uw1.�......�. .«..,-.pr.x. ww .?......L.....s,.,.,F,na:u,..,,.m�r+»•aw.,..:v«w.F?vd:ca>..:....G.i..aarMkl.vN.NO+gN•slr'4.{M�S'A7f�Nfi'd�P �a?r 3D't + I x 1 { •,i1 r `r WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI 4� t t . 'F� 1 3.5 PUMP SCHEDULE ,r 777 t A. Return Flow Pump Station rt{ Number of pumps: 2 ;� Type: chopper pumps PP P P ��• �,a�c�r.:. ;, Design operating point: 500 gpm @ 22 ft k aro-r. 4..,51 Minimum efficiency: 90% ,{y; Maximum operating point: 700 gpm @ 13 ft Minimum operating point: 350 gpm @ 30 ft Operating speed: 1740 rpm t, Minimum motor horsepower: 7.5 �- r Electric al characteristics: 460 VAC, 3 phase, 60 Hz '. ITT Flygt model: FP-3127, or equal Accessories: 6" x 8" discharge elbows and rail systems, lifting . cables, access hatch liquid 1 ca 1 q level sensors, control panel B. SBR Drain SBR drain um will be kept in storage installed when P� pump e and will be i required to drain a tank by pumping the content to the adjacent °t P P g tank Conte tank. E ach of the t s.3i four tanks shall be installed with the discharge elbow, guide rails, and a float switch for •.0 low level cut-off. �ctia'3x.. . Number s: of pump Design operating point: 1,000 gpm @ 18 ft point: 1 1 Q0 Maximum operating Maximu P g gpm. @ 13 ft Minimum operating point: 400 gpm @ 22 ft � ,, P ,�,� P. ;? Operating speed: 1750 rpm :rlt: Motor horsepower: 10 Electrical characteristics: 460 VAC 3 phase, .,+< trical charac 60 Hz rw�x�" =' ITT Flygt model: CP-3127, or equal Special accessories: 4 discharge elbows and guide rail assemblies, lifting '� �,�•�t a. , �;,"%, .lei+l?� { cable,portable control station �; ,, END OF SECTION 11310 r�. Cn v ,!A Ifivs F �tZ C5-4199-00 11310-8 SUBMERSIBLE PUMPS ' , J RO—3/19/01 fiwC�'�t`ray}'hgr�rj�1?arm�gnrr+t+�a+a+r+r+ wJrrrgp+r�gps ..-«w.—,--•�+�w�.�7 w»�7wv+ Fnfi4 t��r t,+stat .J�r..l,{ ..k rt +tl Fr{;.,1.t' t S 5.. :5 ¢ F .k + d e.7• ;7�3: .a. ,+.ff; ��}";r.S;J;Yf�t,t T4j Ss.,apt..t`+(rs-��` �t Jt+y�i'f+:�J:a''i�f..t t ;.,t,,., `j' .,`tit y,v �: ., ./,,•�,rt:l,`5'r�`"r;�v'?, ,bZ '>r�r��,,,;.��r�*!!}j:?,: If:�}t " )• v4 rt. Xr�"'r" *:fti i}.t .u. i,'�:,,.•? :�. ,i 't. 1•f...„}•„v, x+11. S...t. '. J ,.+..,�.` .t rli. ii'.'.iJ..}Y'= '2� i'�.:b,•(,3.r�r,Y�C!f y F4' rr.'�1�� i'igt,1,,:.�.r ::r r�,.,�� i:.J{ �sF. RT r• ��s• '.ir .,+,;..y';,l' ,.,irS%i te'11` tr 7 � t ti..;,,.;r+4ktj' a,':,':r.7�ft;rt.'�•`^r'.r� tSt �rz?,tY.;h .�+ .ftt�. rf't1r5��i,:I�tY'','q'�'h��.yf x,5�;^',pir•�.;.lz '�irt :rrt t; t '4fa'� :, :,r4 'r.,rt.;.it•• ...�• t r, ..ei• 'S. 1 .,! 1 ��•. C C.t�„� � JLf�,� ' ;'��s t ;k., rG trr.�� .(,;:;31• � r`#{ .xr” 1 F . 1 i,t. �.t ,lr t n..� ,,�3.i t! ,�s.i>'�2i r,,74�,}!1;;. v'+ r + i. e y'a�r,�'F;7r•:'�t`�Y;:�r�.>r-t{C r ,f ity;,i,�.y;is'1.,, ti3 E '+ i: '} �. ,Y .t.t6 � .! 'v 1+ •r ,r tr, �fF t t�i�Xx;�+yt 7•,�;L,f y�A,� Kt,=x'�..� '�V��{� /',��.'p��,'y ''•>S f1�.�,�tr�4lt„.ris 1 r:L'"2W;;`��`��tltf�.r r>K'.S.'�zt iJ. 1 t{�!. '+t,y,„ltt i••. i.\r tt tr r 4 .,{ "l fl�t a>,..tf,.4.�'•r.pS.,�.+,t„J ri7i 7� '�1`f9 . ^- ” F 1 xr4 x � + V... .;..+r .j Y. � 4._• 1 7 .�r 3 )., t Y t S :k ti ry7 J�t{:'S.y*•7�rrY�,lA ttr a t'.rr�tJ��tft 51 �. '3;#f •'°Y+ nt�+ ' 4) +a,,.� r t .)y t ea t r iT'�'' J f4y � r Zr '�•�b[••�.'J•t'et:,f,£hl�•°?.f,,?,fa t„1-t� r(/it t .i. .. v rt� �' f r ';4 j'..a J : .y .'�.n e.f '.1 t}� y3�SFt.r+i3`�ii+�'C t, 4�! rf 71.. a z. i n �+ F'z •tl r . Ji�r.',i+:thy,r ht StSri • r .`t t1ln t,ij '} 1 ..14 r `' X .J t. tats ' # r^ !`'iV�J•7 `�;d # { t-)"1 t 1•x � ii f} r,s'�a ° .., fJ ,: ( ' • ":.r )• .+a ij r�..Y FF�'1}.��i �I; (irc p77�"k*1 ��,�c� {.,..��w4uk++N+rnsPt'sSri.M'x.+�ia4iui.J.,:,ys.ri4rn.:,,c:: .u. .. .: .. .:. .,.......... ......µ.funln rmY'�.,xrrs ..,..,_:..:. -. ...._..._ .....MV.a-.I.r.M't.n+a,t.,nra.;nw4+e�xM«ar.«wv..,.�.,. ..-.,.,. ,._.,.,,..,n-utni».ww.'x.:..l li.....«.n�.• r' tx�r j� 5'rt �k f €r 1 WATER POLLUTION CONTROL FACILITY EXPANSION i CITY OF JEFFERSON, MISSOURI j t . SECTION 11311 - SUBMERSIBLE PROPELLER PUMPS I TI 1 t F ! PART 1 GENERAL of r 1.1 RELATED DOCUMENTS '? ;p A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections apply to this Section. 1.2 SUMMARY z: .a�w. A. This Section includes submersible propeller pumps and accessories including control panels for wastewater systems. ' B. Related Sections: fp6;��'r��r��:`•� 1. Division 13 Section "Control Panels." ,r STEM DESCRIPTION A. Pumps specified in this Section shall meet the performance requirements outlined in ,r;' Paragraph 3.5 - Pump Schedule. 1.4 SUBMITTALS ` }rt" Cdk�y$!JSr�1a.9,tev�i.i L1 A. Submit the following in accordance with Section 01300, Submittals Dunn Construction. JWY •Po j.��„AC r 'i'c, t, , W!",�n Manufacturer's product data i 1, tuners �•±f:.<,r,;.�•:��5��;'�; ) Certified pump curves '?I r 3. Y � ' Shop drawings ,! 4. Wiring and ' g control diagrams instruct ' "' 5. Installation ions 6. Parts lists 7. Recomme nded p are parts lists. 4�'r :,• ' �� ;s`'Y;•��+��,. ' Operation and maintenance manuals f,a .;fr,• `. ; tt ' { 9. Manufacturer's warranty ,;°N. tuner's w ty B. Operation and Maintenance Manuals shall be submitted prior to making application for payment exceeding 30 percent of the Contract Price. ]f ' ` C5-4199-00 11311-1 SUBMERSIBLE PROPELLER PUMPS ' t ; RO—3/19/01 ?�su�a�;(yS�' 't�d.tat �' ��:q .e..` rtis r}a-sr x, 'n1"`j s^ rw .,t't, ,.f:. yy ..r'r"`�'q�Y°='ti. ^n efnp.i:n,+;;,L„i5 �{} rc�y.p{n��,•'r.,.. €.i X %)` .,� .:9' r r•...6 i£`� t' Fri, �! SJ%' .1. d :)h.>{ t i': rl;:. ;7,.• t r a .,t }.<e i I r).1. � .�,.'d, �,i•.t��,•+.y�t i(. r fie••y 4s tk ,a§ 2a�f aY.,j+.•}:. .il.l ( a r!., i. `a 3•. 'f !n {; t r �f. 1 ! ti:µ'f#1 .z .r LJ#cy,, }L;, tl4x y1 .#' B, .. � a., �! K ..�,i, n,. .fir: 1• r {.. 'Y. r. .( ..,�• S. ,s: tl �Y,� iS< �r4r.(,c '�a r •{,{'lr' .L i •-. ;Y"7:`(,FT<r,.^t,r l�rr F .e t ,, :.f I h'� ). x 't), Y• I r..� ,.rY't�k •!z, ;t�.!'. ?��,. ' ry 4 rl •�7', fi .at£ .r nE iS, r ( ..�. .,r .,`e., -r ,s...t y. ,,,• 4. s. rs; ,r'� ,;)� ,�•� .ttfi, f . r'�'d `� .f�c,, .ta'?1 e1J .gin.., •r ea :4'.) 'i+' •^s., ,Y' Sn a. •�i< f1 3`f 'l �1�. ;3 •, =1='4,^.a r'.'r ,r, .d:. �.a - r' (( .FFier .1 .•Y ,�(�:' t� 31�•' i �rl f S)' L. { �i`Y" 1 6' •)•: ;;Ca k /I t.j, `�) ,1«,>, ":�v: :'l;+5 t Y .V'':'i:� fe'.} '� �1•s'•'>� .r.�Y jj bi "In_ +Ft�i'1rN j 'a`� '.! 4,. ..1. 4�: lM )r , .I. '.# :'R'..,P� .Jvt.t'4 7, t,.,,.'14.� e.lM1..F.t /•'T,'.r� 1 -9.,t '{.Y,! C,. S,S''. t.,r.{'!„h x'1.rz Jli�.,r 3..,•.St.. Y F < �t (.: i .!(r <r, ^r' y (:, i .1. t r F'�I. .t'' :`ti<`•.s 3 nl.+' �;alt a ? f..ql `>I .'r n. €. «1. rs'. , Aat 4�.. �,�. 1. F. §. (, .t '•,�Jt:4s�r,.,?,u .�c„ rtt;y 11'YA r<a. ef.p 1''`<. ��<.F`'. t 7, . ,,}-+„E_(. ..� ,.t,>�X x:' +its. tr..�r• i:'.f. 4> }� } sT ...t,. :�}isi r„j`"�'wy..gYs'tAa!t'a: wal't' <$. n.r ,tx,s.,•t. e�i> :.1., 7 Y� '3 wr1 �Y .+3)a.;:r, �( ¢:43 �. s l�?1�,'�.' :.��kt.. d ..,yyp' , { .L-;. „y ..n',,;xt. ••.t.Y. 'rk 'h;;r, s�`9, Fa. :'E`':.d ^n Y,..�', I +,•�`S S 3. 7 S."T,y�.,{, :JI •t�,£ L i'ry r t Y.j F Rt'p;•��., L4 ! aa .�na ..t:r 'r 5. •i••.t ��. y I .r: ,r�) r '.1, `sl ,•r: 1 t:�T 71 i 3 't- 4:A'(�;�tn�`1�.��'i'lr��:�43•u �'`,(C'.vi 4�}i.*,�`',r;1 �a�i:�rj- ;i�f tN ti'2h' ..le r. .,3' :1. a .1 ,t,}j a ,�. ''S'. ;t, f 4 �,� ':i.t. :'1:•$ I•,t�•:5;, "'e;:`�'Kis. ,F�. .-cE .a. �;,,'). aC'r�at:f � ..,, I , r.. 9 '.:;• •c., •.. t ty; rt{. x t# 's .£• s;'+�'ffi �, ��,,, 1 rpSat,.h,.+,'`-� s :C 1.i, $ r. Y7 .l ;it y t ` Jr ' v 1�•j s M a) @'�? ��at�� 6 t St:.},i 1. I µ fI y r WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI IJ 1.5 QUALITY ASSURANCE A. Manufacturer Qualifications: The equipment shall be supplied by a firm regularly engaged in the manufacture of the equipment item, whose products have been used satisfactorily in similar services for a minimum of five years. " 1.6 WARRANTY A. Special Warranty: Manufacturers standard form in which manufacturer agrees to repair �: ,, or replace components that fail in materials or workmanship within one year from the date of Substantial Completion. PART 2 -PRODUCTS 2.1 MANUFACTURERS rY 1 r „•t`ia''`KKKKriMic A. Available Manufacturers: Subject to compliance with requirements, manufacturers i rJ a Il- offering products that may be incorporated into the Work include, but are not limited to, ''^ e the following: 1. ITT Flygt f 2. ABS Pumps 2.2 PUMP DESIGN I1 I `tilt(i.tir•a1'��.�:/ vJP It i A. The pump/motor unit shall be close coupled to form one integrated direct drive unit. . The unit shall be designed for installation into a discharge column and onto a seat at the ; ,;'t bottom of the column. The unit shall be held in place by its own weight and the pumping head. f"fl t'- , + B. The discharge column shall be permanently installed in the wet well. The design shall .: z� '_"� . , _:r;;: be such that each pump unit will be automatically and firmly connected to its discharge tube when lowered into place. A locking device located on the external surface of the ,t pump housing shall prohibit rotational movement of the pump unit within the tube. The r;� yij pumps shall be easily removable for inspection or service with no need for personnel to fir, enter the wet well, The pumps shall not require any bolts nuts or fasteners for connection to the discharge columns. Stiffening and guiding webs shall be provided at the pump support seat to ensure concentric positioning of the pump within the discharge column. An "O" ring shall be provided on the bottom of the suction bellmouth so that the weight of the pump unit, when acting on the "O" ring, will provide an effective seal between the pump and discharge column, i d C5-4199-00 11311-2 SUBMERSIBLE PROPELLER PUMPS RO—3/19/01 rb lr�l yr �' s i Vrl{ errrnynr�rr„ ....^"^neaXKY+ AWF1bNfF7aT'J*`°" ^°wwSWtR6AMLY+'kN¢83)ldf "M1'Y`" } a ,.f.. h4 . g4e, 11—, ":1gJ.1* l„dc 1 r :I 4 t t h. y 11 f s llt;r l,S i;n�?`'t LFyssF}, k if• 'i t 14, t' ,t ;.a....•+.t+.4trM45W) i,n x.w.. .v...... .......... ... .... ... .. .. .. .... .,.. ... .. ... .,.........._... i WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI '`�`` �'' ' ` ' 2.3 POWER CABLES 1� A. The power cable shall be designed specifically for use with submersible pumps. The cable shall be sized according the National Electric Code and the Insulated Cable Engineers Association. The outer jacket shall be lubricant resistant chloroprene rubber, and the copper conductors shall be insulated with ethylene-propylene rubber. The filler ,;:;k , and conductor materials shall be of nonwicking vulcanized rubber. The cable shall be rated for 600 volts and 90°C (194°F) with a 40°C (104°F) ambient temperature and shall be approved b Factor Mutual. The cable length shall be adequate to reach the control pP Y Y g q panel without the need for splices. /�f, A'f 2.4 CABLE ENTRY SEAL a,::Ua,;F,�.;.,:.. t, i tA A. The cable entry seal design shall preclude specific torque requirements to insure a watertight and submersible seal. The cable entry shall consist of two cylindrical elastomer grommets, flanked by four stainless steel, a space ring and an "O" ring; all `°' i having a close tolerance fit against the cable outside diameter and the cable entry inside diameter. This design sliall combine the sealing function with the cable strain relief function so that when the cable entry is mounted onto the junction box, the cable entry will be 100% watertight during immersion of up to 65 feet of depth, while providing sufficient strain relief to prevent the cable from pulling out when handling, installing, or operating the pump. The assembly shall bear against a shoulder in the pump top and direct the cable axially upwards. Epoxies, silicones, or other secondary sealing systems } .� will not be acceptable. M j 2.5 CA13LE JUNCTION BOX a i A. The junction chamber shall contain two separate terminal boards, one for connecting the signal wires and signal cable, and the other for connecting the stator leads and power ,'.1 �,L:;inn ti`o:`).;',•.r�. cables, The lower terminal board shall use terminal posts equipped with screw type cable terminals to connect the cable conductors and motor stator leads. The junction chamber sliall be scaled from the motor housing. +' B. The junction box shall contain a collection cavity placed so that any leakage into the � 1, junction box shall terminate in the collection cavity. A mechanical float switch shall be mounted at the lowest point in the collection cavity. This sensor shall be separately wire-d to provide an alarm in the event of water intrusion into the cable junction box. � r t 2.6 MO 1"OR A. The pump motor shall be specifically designed for submersible operation and be of squirrel-cage induction, shell type design, housed in an air filled, watertight chamber. The stator windings and stator leads shall be insulated with moisture resistant Class F , 4r.,... C5-4199-00 11311-3 SUBMERSIBLE PROPELLER PUMPS 71 RO 3/19/01 . . ........ + 4 ' w tf f�' 1 f y,a 1w...t ..... f.. 'rM,n...,r.::JM!N{N.vllvf•.,+n.m••m...... � +wMwM.ftMIM/rTA'{tILYW�.tt`w'1 1' Si�_....,,.. 1.T � ^m�.. .`�i'?Sx t t .. t r a 0 >•.j u s t t' • n.rvaan ....,..•r:._,s. ..:... ........ :.•r..... .: .. ... .... .. .. .. ....... .. ..,.vs ..1..,. a .., t.,. a.Srt•wl fARnot,>�I,IY35S �%,-4 Atl Y WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI insulation, which will resist a temperature of 1551C (31 VF), The stator shall be dipped and baked three times in Class F varnish, The stator shall be heat-shrink fitted into the stator housing. The use of bolts, pins or other fastening devices requiring penetration of the stator housing will not be acceptable. The motor shall be designed for continuous duty handling pumped media of 40°C (104°F) and capable of up to 15 evenly spaced starts per hour.. The motor horsepower shall be adequate so that the pump is non- overloading throughout the entire pump performance curve from shut-off through run- out. B. Each unit shall be provided with an adequately designed cooling system. The motor ; shall be cooled by the pumped water flowing along the stator housing when the pump is working. A water jacket or external cooling system will not be acceptable. tys�ri C. Thermal switches or thermal sensors shall be used to protect the stator windings from The damage against high temperatures. he stator shall be equipped with three thermal i switches or three thermal sensors, one in each stator phase, embedded in the stator windings. This protection shall be used in conjunction with and supplemental to external motor overcurrent protection, � ,;u•.,,•;., l:,,;, D. Each unit shall be equipped with a mechanical float switch in the stator housing. The float switch shall deactivate the pump, in the event of leakage, prior to liquid reaching the stator end lubricants or the lower bearing assembly. E. The motor/propeller A572, ��'�= }.'. 3a•�;��-,gar.. shaft shall be r y o ASTM 5 a single pi�,ce f f,rade 0 carbon steel and shall be completely isolated form the pumped liquid. Units with multiple piece �1 shafts or gearboxes will not be acceptable. PUMP AND MOTOR BEARING ARRANGEMENT ` A. The motor shaft shall rotate on four grease lubricated and sealed bearings. The upper motor bearing shall be a cylindrical roller bearing. The lower bearing arrangement shall �1'n'1 :yljxlr,.f•'1�7.i;�,t, L consist of two single row angular contact ball bearings in tandem together with one cylindrical roller bearing. The bearings shall have a minimum L10 life of 100,000 �.'ra .7.t`•inr hours. � B. The lower bearing housing shall include a thermal sensor of the platinum-100 type to �L�}�y��c'r,{;' monitor the temperature of the thrust bearing outer race during operation. 2.8 PUMP CONSTRUCTION .fir' per. A. Major pump components shall be ASTM A-48, Class 35 gray cast iron with smoothR• � " surfaces devoid of blow holes or other irregularities. All exposed nuts and bolts shall be AISI Type 304 stainless steel. The propeller shall be of a 4-bladed fixed pitch, ASTM B148 cast aluminum bronze design, dynamically balanced. The blades shall be ,Y+. C54199-00 11311-4 SUBMERSIBLE PROPELLER PUMPS °°" {' RO—3/19/01 r ' ^"'77-.awtkt•M'+M1lMhx>!u'RYUif6rusnwrs.•.•r^^^"".'"• tl s^+m k'w!'M'rt^`f""'". ...r+.,+.in+nMO4s.m :i '. ` r .. 1nrrJ+.su,':'3tii Fh+f6>13'•S'.7•RnRxw..H........ .. .. , . i 3)� Y ksJM k {' x6� � 1 IX • Cr�,t�tf fi,3Kit t�1 •K I :i ' - .,_...r,a.;,..n{r..vrc+ w,w.i"..,...N..s..a,.,�r.,....:.. .. ... .:... ...i.....,. .,.^.... ,. _ ..., ... ..:......... ..al, '.r.h ..is... .,.,. ..-......-,....+.fz .!•`:YamC2nCnAM7SS•,•Fl t!\N .,t WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI t noticeably backward curved so that any clogging tendency is minimized. A wear ring system shall be installed to provide sealing between the bowl assembly and the i propeller. The wear ring shall be of Type 316 stainless steel. The propeller assembly shall be in one-degree increments to optimize the pump efficiency. Should the design or duty conditions have changed at the time the pump is first operated, the manufacturer shall supply one exchange propeller having a different blade pitch as determined by the engineer. This one-time exchange shall be free of charge provided the original propeller is undamaged, and no more than six months have passed since pump startup, or 12 months since delivery. B. The propeller pump shall have seven guide vanes designed in such a way as to s a� minimize clogging by carrying debris normally P rone to clog the guide vanes from the � ^` ��`%��tr�'•'`rf�,c inside of the guide vanes towards the outside of the guide vanes. Here the flow shall be partially and deliberately destabilized to help material disengage itself from the vanes, ' to continue its passage and out the pump. •,.<;.,:r.?. .: i ! C. The fastening of the propeller hub assembly shall be made by a loclung assembly. `` D. All mating surfaces where watertight sealing is required shall be machined and fitted :;'��;:.::.,��:f.:..., I.t .n"w ,:,:5•„lit?I'.V:.:':` with nitrile rubber "0” rings. Fittings shall be such that sealing is accomplished by metal-to-metal contact between machined surfaces. This shall result in controlled compression of the "O" ring without requiring a specific torque limit. No secondary sealing compounds, rectangular gaskets, elliptical "0" rings, grease or other devices l shall be used. 1 r r E. All metal surfaces coming into contact with the pumped media, other than stainless : '.. steel, shall be protected by a factory applied spray coating of acrylic dispersion zinc 5 '.•i,.,,t 1 S, rimer. A polyester resin paint finish shall be applied on the exterior of the phosphate P � P Y P' PP � •.. 1 PUMP. ' Y 1111 f ) 2.9 MECHANICAL SEALS 'Y A. Between the propeller and the motor, there shall be a tandem mechanical rotating seal f system. Seals shall run in a lubricant reservoir. Lapped seal faces shall be hydrodynamically lubricated at a constant rate. The lower seal unit between the pump and the lubricant chamber, shall contain one stationary corrosion resistant tungsten carbide ring and one positively driven rotating corrosion resistant tungsten carbide ring. Each interface shall be held in contact by its own spring system. The seals shall require neither maintenance nor adjustment, but shall be easily inspected and replaceable. B. The following seal types will not be considered acceptable nor equal to the dual independent seal specified: ` 1. Seals with tool steel carbon or silicon carbide seal rings. ' 2. Seals utilizing bellow type springs. ;': C5-4199-00 11311-5 SUBMERSIBLE PROPELLER PUMPS H ,i RO—3/19/01 •S.�S .. .. .., ;�. TM,.,....1..»._.. _ ..i',..,.._..-...,e.....+•.. w.mnwWwsV•WSr...ru....v..»........... ....< Yf1,is - i +.4 ..F ` g �'4V'{�'�' :. ) r .: nwan .. .. '.. .. .. !WW'Md!KYN+L 4F4R1'ti4altUS17?"•'}"' "1"' '1 j q /J'�if) '?• �+s( t •L •`�'t/��7lYh� t' + t T�A tf �rtif f) NN �ct r V ......:... .........a. .......;,....xxr:, +. ........,., .. .. ..... . ... ,.v;,,.... .., „ -•.,•. x... ,...,. ,,,,•+i. r ..,.v, ,... .«.,.._.. . -...A..:a«...ua,....+..�eiir!Fe`t,4?'!!�t5"'.�w� I � t WATER POLLUTION CONTROL FACILITY EXPANSION d CITY OF JEFFERSON, MISSOURI 1 � 3. Shaft seals without positively driven rotating members. 4. Conventional double mechanical seals containing either a common single or double spring acting between the upper and lower units. ► C. Each pump shall be provided with a lubricant chamber for the shaft sealing system. The lubricant chamber shall be designed for lubricant pressure compensation. The lubricant chamber drain and inspection plug, with positive anti-leak seal shall be easily accessible from the outsider D. Seal lubricant shall be FDA approved, non-toxic. 2.10 DISCHARGE COLUMN r , Z A. Each discharge column shall be designed to withstand all static and dynamic loads �� 1 imposed by the pump and shall be complete with structural members as required for t . permanent installation in the pump station. The assembly shall be fabricated using extra strong steel pipe conforming to ASTM A134 or A135 or structural steel plate conform- a ing to ASTM A36. Minimum plate thickness shall be /z inch. Provide stiffening webs � 1 1G75.,5 t.is ra`7� . with plump support seat to ensure concentric positioning of the pump within the discharge tube. No portion of the column assembly shall bear directly upon the wet well floor. The entire weight of the column assembly and the pump and all dynamic 1� r� loads caused by pump operation shall be supported by a plate of minimum thickness , j:::jF,;;=4 t „�y 1 inch, on the upper portion of the column. Structural members shall also be provided for anchoring t he disch arg e column to the adja cent wall. External rnal s stiffener plates transfer all static and dynamic stresses without o column assembly. ss deformation f the colu 2.11 ACCESSORIES A. Control Panel: Refer to Division 13 Section "Control Panels.” B. Liquid Level Sensor: Refer to Division 13 Section Instruments. ,t 1 C. Miscellaneous Metal: Bolts nuts anchors washers and all types of supports necessary for the installation of the equipment shall be furnished and shall be of galvanized steel j per ASTM A153. '',9h I PART 3 -EXECUTIONr, t. x r 3.1 EXAMINATION + ; f Y 1 A. Examine areas for compliance with manufacturer's requirements for installation tolerances, pads, and other conditions necessary for proper operation. UM C5-4199-00 11311-6 SUBMERSIBLE PROPELLER PUMPS RO—3/19/01 f -4fY �M w wt.rawrm+wltww.w+m "�� z� 4k'• a t � .t 1 .. ,r 't3' ��rr .��yt+ e) '45 � i.( �'2Si bt r +tj.:, ,:1'., „ 1:rYP r. .,i+ I i '" ` ''f S`ii .{yf +'L.+ k `xr L=•1 ;rt�si 4' ; i1, ! 5f, +� r r,r: ! ,t,.} 4 t r a,-.��,,f.r-'Rr•.��y�y� rr.n`: 'a?'ut.. <E{ S:1 ''�Jt' a .,: '.s• �s s� t4"M,,;.},, •:{51�.. .{' �.,v'p,+.f:4}tr)'t$"k�"±>�3ra5Y� t 'tit tM1 . +,',a41`y v •t1+ t" yS r') � r - i' (.i.:;�{-r t.t py "')1��,,,•r t`t�`t..Ptl'sxr'nSr�.'i bn^.�{;.'j.!!e + .S.'ilk d-t;;f��ar it1 rYt sr 7 + 14 �r ! t .I Z r ( .1.'f 1, t :.��}'l•,r f1 5'f"`( 97 t.S f{;'N.�G.�.Jt��i .:i .t,?'*'; a�t: t{.' r .1 �' � ' �.: '�:.St , '�,::i tl<Y.r�t•�:!'11y:�;° �qq, ,tt�¢{{�%��'t-"•�:`�i {77.,f'. } 4:lt' r t + s. +r f �•� r � .r :rt�'S': r '4 �sr k',,0)'2t,a. � �{tis''kkk r e _.. _ ._..i...«... cwexax+rex*Sv'e}t F ,e•nou..i....r.+.,.,1. ... ,ti��...:.....,»nn+,Fvv�no»+vi.;.:�:L":1L': .'� ..U`,�4�":S'r��°:}t WATER POLLUTION CONTROL FACILITY EXPANSION .`y='r CITY OF JEFFERSON, MISSOURI 111 Yll- B, Do not proceed until unsatisfactory conditions have been corrected. , 3.2 INSTALLATION A. Install equipment and appurtenances level and plumb and in accordance with the manufacturer's written instructions. ,c�'�;,i 3.3 FIELD TEST yam. A. After installation of the pumping system and appurtenances is complete, the operability of the system shall be tested. This shall include automatic startup of pumps, and ?>{ ' operation of control systems. t 3.4 START-UP SERVICES 3,":$:r •t�+ `` A. The equipment manufacturer shall provide the services of a field representative fora total of two trips and not more than four working days for the purpose of instructing and g Y Pore g � ftt assisting the Contractor and the Owner's personnel in the start-up and proper operation of the equipment. 1, � r•..frtiK^� + {Mr,�.. :. 3.5 PUMP SCHEDULE , k ` '! A. High Water Pump Station '.� Number of pumps: 4 g point: 15,430 ;r,;• t 4�- Design operating m @ 25 ft '} Minimum efficiency: 80% wx � 2 ; Operating speed:•+.� p 1190 rpm Motor horsepower: 140 Electrical characteristics: ristics: 460 VAC 3 phase 60 z ITT Flygt model: PL-7061-1190134, or equal. `, END OF SE CTION 11311 t s s p trt ' C54199-00 11311-7 SUBMERSIBLE PROPELLER PUMPS RO-3/19/01Y ' i• ��ri'r, 'u• ,s. �...' 'zaei t...t i• .,S �: "" .,'gq,', r. .Rxwn.ai""""""i .i : -.n n,w tva:,4 -;.i'Str fdCl'i�„d. ��rr.... . `:; "t: :S'';, s..,a''. .,;rC..Si, ..d•..i.• I"{,,t ,«,, i) Fr 'trTfrtt'A'� }: .•'.`�"�t�5...;.,;?•5 � .a,.�:w)/.t}Xt t �. � '!' ,x t° + n�i '..1)S ,P:}.y h, ,,F• �,,i �- .�� 4 rw 1 �.h•+ '�.S x.a.,.:� ✓, °.lt,t { .� 3.:' t ,t ..y. �F r .it� � t?;••.. "�.}t � {i.`?: �t ,., r�fr}yt5r .t,f�.,7 ar•",.if,Y��..f.. ,;}.v.�(C,:.+,;;+.•PH': � .,7.. 4, -�1 '_ '! ':'3 � i ? Il✓�.r,,.:U554 a+„C,7.,.2.... ;'c',u i,,t,. •ev>*es f,�•�:1 rM.. } '�, (�lrl'�u. t#� n,�7F,, ,.;3r 1'ti:. $�'.a ,vr fly C, S� t `t!'. ,t iiE. } •t at. ,�•,,.,•.', •r1..7',3rV+t s4� .Yryy°'vr tJ.�.t.i,,t 'r_*.s } ,4f;,.1 $��{4µr «;},' rl .(1.. 13�; !r..�i ,.}Cr; u. i'�tk: ft„ s'. .r e- ,t yl ,d :�' '4i � �t '<f',:,\i. ,ff� E:y.../.,h•:4p 5{t�.'.t. •e'f;�:�H�`v r� x• f '+,S')�'�1,� j'C�.";� N r,s.„:''�Y11Vi�!.�Cv�t'.,'T�,,}j„JJ 9'�Q r r ral\5�:t.�:'�.�-h.:anl.dk':.�,i,.��f`r,A,7,t..6,-7'h1:"v,E',�a,.y<,,»[�.°,,.,�it,.,=,r,..,,),i,.,��!.a',"!.;uJ5'i.r;.�:7�,.•3ti l i.t'••;t.!i�...,t f.,'ti;d;^'v�:..r.�,l:�.F,�a'.r t,}=,,f:},_'.•v t,,tut';'�0..tv>:i�'.:+,"t f l i.5i” N,;Z h ' r 1. f il 6�ti:.,� _ t r',t.: �s. ?�.,,.''•f.r,�..i r)$+!.�4.'+2 r y.1t.ti..k4k:.t,.rt rt,r+n r°..(�,.i!!F'a;c•+.''.'±'.1c `/.�h,.'S*Sa,,.�:.s,�3��4,1�^5,t,.�HeY.;f,;.d,!i t�},ia e f,ti�f;.:.';atat..r}.(5,,t,,i�.)n.y'sf1'J.,l..��6 J,.6 1``•j#?....7 v,t.!'f;�;�i'.:i.3,2,k.'.yq..4'x ' Yr 3' F,i.w•1.t,f., µ..:`,•�•�7,3�5J+�,,.f r. ' k 4 $r-,z, �:1, �.C' .mot'`. .' ✓'•;s I -Yr.S•v tear' •,;: � SS'..a' •7.N a ti.t:,3, .r"r,�[/+,P'{{"�!)4'Ys r r txi.t�l4�.it`s!'.•+,s[w„t u fc;t F1�.,.r','.!t.')3�`�r r,.�(,r(}•,..'v,�„i�,l y.&&i�,..Y,S;''fi'�t.iri,•«•,an,.}l,,}�,,,,..t.,.r.',.;'..��::!I'j;..i..1.t�.s,r:.y.r r,,i;(,r tl''-':•�t 1 f m�E%S f f,;..'f`.;rh.'''!3?•.t$,�t!” .,L . j :',..•r o 3' .1 r' ,. 1 - .t .:�L..f J'�r)C,�t1�.1�:.�i ' .1 1:��2:�.`.t i�It N,•1+i 1'Jj+xr7k}�ry„,r�,}}=�ry'y t 2.M;•t,,,le�X��,:r,�r{y{I',N�s•gr�N.�,xt Ttr 4 5.•P♦''1{'.nt�,�1i`\.'.,I�{`},,��,�s"f t�i l,.{rt.fi, •aw.('+��i ..SS'k• • } tis ' r at Y ! ! .wntr,aH'h��FWNI H'»+fuhe+•.r+•ra.r.:a...•..wrun...u.w...... r ... .... ,. ar t... ,.-e..., .4 .. „ a4•.,tti br:N h,rb M.a+':N't..4x•slilr^.-C...... ,.l .. „ ,u...ra..,,1ui+,+M.b}t.c..%) t iTJ! � �r�f+�{fr5�ff{yf tl l �� Y4�:.7't�3. •.4', WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI SECTION 11312 - VERTICAL TURBINE PUMPS PART 1 GENERAL 1.1 RELATED DOCUMENTS „ A. Drawings and general provisions of the Contract, including General and Supplementary a r Conditions and Division 1 Specification Sections, apply to this Section. i 1.2 SUMMARY ;r A. This Section includes vertical turbine pumps and accessories for process water systems. 1.3 SYSTEM DESCRIPTION A. Pumps specified in this Section shall meet the performance requirements outlined in Paragraph 3.4 Pump Schedule, �'t r�� '�•isJ!; 1 1.4 SUBMITTALS ,�;� A. General: Submit the following according to the Conditions of the Contract and r. {' Division J �Al, son 1 Specification Sections. 1. Manufacturer's product data ,! -� 2. Certified pump curves 3. Shop Drawings rlt 4. Wiring and Control diagrams 5. Installation instructions `{�' '� 6. Parts lists ;.E.� 7. Recommended spare parts lists 8. Operation and Maintenance Manuals `' . . 9. Manufacturer's warranty t ; + B. Operation and Maintenance Manuals shall be submitted prior to making application for ,�,��, payment exceeding 30 percent of the Contract Price.; �4 1.5 QUALITY ASSURANCE A. Manufacturer Qualifications: All equipment furnished under this Section shall be provided by manufacturers who shall have at least five years experience in the design, , CS-4199-00 11312-1 VERTICAL TURBINE PUMPS RO—3/19/01 � ., ''b' t Tw.r: r ,} "'y'.++sr.emwanmww+w.ww -- t. .."°.^,-,�+ i ^t= •� 77 7 - ==,7 �7 <V r4 ,';�i }(�7'�7��'h Yir.r�'s,�y,1 � y}, � r,, F i n t , ,., t .t� .r•. i `.e R t t� s r� 4� '� r4�1� i' t !e�!i!��t� �'"'�••L�� "�i4,�� tij �•B, ��! }�a?'�`Y L ,+ 1 Eti { � � }r' j � � 'J i st 1 �S; Y 4,� 4t 4 �fir} r S!•tj 1.,.. r tp t tti4 J �, } .i� .�Yt�i�t .�'t(+Jr-r}ts.t�s�t1"� a .. s 4. 'A. 'i a d;'+t. rF ;,r E { yar,•, s .r� t 1 s 11Fd��` � is�d;f•X .F�U'��.��r L� ,r. f�jdf .}fa' S. ,dal :r1i f '} r st It `F'� 1ti � � �i`J 1: � �r'Prp Ft`1•� • t i t i i r �'. '•s t 2 f. r 3r�.Yt 1U 1 8�4 [�`��i fit+ � , R r _ i Is WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI production, and field service of equipment of like type, size and capacity. The Contractor shall supply a list of at least three successful installations. R B. Single-Source Responsibility: Obtain same type of pumps from a single manufacturer with pumps, components, and accessories from a single source. Include responsibility ,', ":. .''• ` and accountability to answer and resolve problems regarding compatibility, installation, performance, and acceptance of pumps. C. Design Criteria: Drawings indicate sizes, profiles, connections, and dimensional t requirements of pumps and are based on specific manufacturer types and models �k; t : indicated. Pumps having equal performance characteristics by other manufacturers may be considered provided that deviations in dimensions and profiles do not change the design concept or intended performance as judged by the Engineer. The burden of i proof for equality of pumps is on the Contractor. j 1.6 WARRANTY A. Special. Warranty: Manufacturer's standard form in which manufacturer agrees to repair g P or replace components that fail in materials or workmanship within a period of one year "+ from the date of Substantial Completion. 1.7 EXTRA MATERIALS ! A. Furnish extra materials described below, prior to system start-up, that match products installed and that are packaged with protective covering for storage and identified with i labels describing bing contents: 1. One set of wearing rings. 2. One spare split mechanical seal. �' ,;:l;!• ;r> ;j 3. One complete set of bearings. 4. Special tools as specified in the General Provisions section of this Contract. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers : t' offering products that may be incorporated into the Work include, but are not limited to, � � 'r. ' the following: ""a `uW'' 'w sser �':. ,. 2. Fairbanks-Morse ' : 4 3. PACO . ,7 4. FloWay w; C5-4199-00 11312-2 VERTICAL TURBINE PUMPS '' ., RO—3/19/01 �r��'M0'�f911�N4CIW'7tl�AgV tM'XJ.Yk�R7Kio-1aW1+W+Hf„^. �,T .' .+m:n MWwWJJF.lyyN�n'k7adr Y+:A�.w••• T"'"r .M!• :y f Mj n*� �','?�y'�w. 7 hs A Y.r ' + a .. rLi � t ' { tt f t.r �i'�:,3�5'•�k�t� ��a.,�, ;i�F � i a•'��; 1 1 1 ', a: ,•err { rt t �� A t 'aK! r, + 3 {rst�Z� w thrt'�t�tlji T, 1.. .w.,evr.........,: ......,v .. .....: .. ....w....w 1 N 4 !, sY*•J ,.... .,. .t.:....L....... ...... ... .. .,.....a:,....rWw.vA%.utYth4.1{✓dd+J r.. ... .....r: .. � ... _ .. .. . a In i� • , � r WATER POLLUTION CONTROL FACILITY EXPANSION I" CITY OF JEFFERSON, MISSOURI : a 2.2 COMPONENTS ' A. Shafting: The um shaft and line shafts shall be stainless steel turned and polished g pump P having a chromium content of riot less than 12 percent. 1. Shaft couplings shall be designed to prevent loosening of the coupling under full- r` speed reverse rotation due to reversal of flow through the pump bowls. »':r't B. Bearings: x;: kn . 1. Suction case and intermediate bowl bearings shall be of bronze alloy suitable for � < that service. Line shaft bearings shall be of bronze or rubber. -; 2. The suction case bearing shall be permanently sealed grease lubricated. x, a;rs . ,,r 3. The line shaft bearings shall be designed for vertical turbine pump service to be ,;+� +,1 lubricated by the water being pumped. 4. Intermediate bowl bearings shall be lubricated by the water being pumped. C. Column Pipes: },�,•a,la,'rzT k 1. The outer column pipe shall be flanged steel pipe and shall meet the requirements `` of AWWA C200. ' ,.---� 2. The column pipe shall be coated in accordance with Section 09900 -Painting. ` D. Pump Bowls: 1. The suction case, and intermediate bowls shall be of ASTM A48 close grain cast 3 iron. E. Impellers: r 1. Impellers shall be bronze. ' 2. Impellers shall be enclosed type and statically balanced. r ? r o approved method shall be provided in the impeller shaft to 3. A keyway, o they prevent the impeller turning on the shaft. 4. Vertical adjustment of impellers shall be by means of an adjusting nut located at tp;; i•; j . '' ,+ the top of the driver. �){ F=r; F. Discharge Head: T � t,•r tlr.:F,,,: k 1. The pumps shall be supplied with a flanged discharge elbow located below the motor baseplate. 2. Discharge head shall have the top matching the templates for the support of the �. drive unit to be mounted on it. Tapped '/,-inch connections for the installation of `. drain lines shall be provided, C5-4199-00 11312-3 VERTICAL TURBINE PUMPS RO—3/19/01 i •'(�ifSjj � i�Zi •'iirf WS!,fir• ��%`7...�.. .',}: Mw»ravnetAtMtit>v.NMiwfr•'.^"" te {�'' `%•5 U� ;. F+A,Mlgbil�!.�RR'�Y'AN�W+�t"rtv�. , '. 'J. :).. a +.g'a,uy.}..vcN �7 i ;t .! t I{G j^"7i'`""'•,,y F y r( tF.1lY ✓: r:Ff' yt.7. •�):,:.•i'fr,,rfrr.,14..'� i( r,5., {..it 1 t i•.'. r":f .,., + � yyt :p.,ti � ,7'' ata'ar .u.f3z;' $rt `�'� rN.�irV 1; . { t. i '"F .'� � +„Y '�: ,...j�! ..�}'. i� i .ri+ t I 7 r _,''•, S, r`� �1 tr Pt,. .S,�.s,.,.:,vi � dt r�r.t:.;}�. .3 � •+ .F', 4 .i,t 1Cs + ::ir" f t +`1'1`i ' }it .f j � I' }t e. � ,1 r i 'Ys,}l..':�t.t!`.e„i,..:1 i.,j.rx+ rat t , x.71 .F .. - •, !. r r, Mi6.1e:M.k.t.rdr.txvr.a...4..xe+K•l,..n.rr.,..•.,.......... ...•.,... .e...,. •I;.,.,.o., t•1:• • .' .:'1..;. ..r.,. _,.,. .. .., .I .r. . ......, a.,,...nur.....,,,,, ,..r.. t.i:.roai..l Not+f.\."Q". +ttiY�';^'tXi��,"j. v i WATER POLLUTION CONTROL FACILITY EXTANSION A- CITY OF JEFFERSON, MISSOURI 3. The discharge head shall include a cast iron stuffing box complete with bronze bushing, grease seal, split mechanical seals and water slinger. Solid seals are not acceptable. i G. Motor: I. The motor shall be vertical hollow shaft with non-reverse ratchet coupling and shall comply with applicable ASA specifications. Enclosure shall meet NEMA weather protected type I design with stainless steel screens to prevent entrance of 1 rodents. The motor shall be 40°C ambient design with 1.15 service factor. The 1 motor shall not be loaded beyond nameplate rating at any place on the pump ' curve. 2. All motors shall be built and tested in accordance with ANSI/NEMA MG series tu.r,,.•{;, '{'`>>' { standards. 3. Motors shall be NEMA Design B, normal starting torque, designed for full r ' voltage (across the line) starting. 4. Each motor shall be equipped with conduit box rotatable in 90 degree increments ' 1' ,.I g , 2'/x inch minimum threaded conduit opening. Provide motor case grounding lug '! in conduit box. Box size shall be one size larger than NEMA standard. 5. Motor windings and motor leads shall be copper. 1 i 6. The motor winding shall include an automatic reset normally open thermostat or ` thermal switch in each of the three motor windings to provide over-heating . protection. Upon sensing high temperature, the thermostat or thermal switch shall close. The three switches shall be wired in parallel with two leads and shall be brought out to a junction box for remote alarm and shutdown. 7. A thrust bearing of ample capacity to cant' the weight of all rotating parts plus the ,�,;; '1,',•'"rt•��.�:;h:. ' , hydraulic thrust shall be incorporated into the motor as an integral part of it. The bearing shall be of such size that the average life rating is not less than 5 years Jcontinuous operation. 8. A steady bushing shall be provided to protect the mechanical seal from excessive ;:.. : r..•wr r .I pump shaft deflection. ,;!, ,.,t::,v =;•'.�.n�.A;.'It,7t. �'r,:� r x:'�,.,'d,r.:-.fix•„ ,° "'•I 9. The motor shall include a vibration switch to detect excessive motor vibration. �; ;��,;�r>;;:�;•�rrV•;:. Upon sensing vibration, the switch shall close a contact for remote alarm and shutdown.., 2.3 FABRICATION 1' 'L'}k zynrTk w.,i . A. Pumps shall be shipped fully assembled. B. Pumps shall be statically and dynamically balanced for the speed at which they will operate. Shaft first critical speed shall e ,,:.' p p all b at least 25 percent greater than the operating speed..` u " ,s . . C54199-00 113124 VERTICAL TURBINE PUMPS ' " RO—3/19/01 �y, t"n`.+�.Ir"}'pyrwm 1'x'�ys`w+z tx.A.vw a t cwKUer wtx xs�Y ri n.ra77-7777 l t a i Q�+�'4 1 J �'k ti r >' 1 n :i,, $ ,i. 1 i r . , J t r 4 ki4 •r` 11 Fl 'i` t �' j 4 i kU��J '7r9't � .s �• ti�la J • a ! Y l?F >ti4�%1r��.��4 tl�I?g} k (��,•r r t' L § rr�^,} v y' y _.:..L:.cif+*lM4Jl+Hk,nM:.y.'J.1+•.'r5)M'rT++^`xow:4h.. .._.. ..... ....'. •:.. ..:.,.. ^e,•,r:. ,.. .•.,,.. r w x ,.rl 7 h Y w #kt t{ t� WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI �+ C. Provide nameplates which shall include the following pertinent data: manufacturer, flowrate (gpm), TDH (R), motor size (hp), speed (rpm), serial number, fabrication date �.r.d (year), and equipment number as indicated on the Contract Drawings. wn 2.4 FINISHES A. Exposed non-stainless ferrous metal parts shall be near white metal blast cleaned (SSPC-SP10) and primed with an epoxy based primer. 2.5 SOURCE QUALITY CONTROL ' A. Testing Requirements: The following factory tests are required: �1=K°;"'' u 1. Performance Level Test: Test A as defined in HI 1.6, to demonstrate hydraulic ' and mechanical integrity at the specified condition points. r 2. Vibration Test: As defined in HI 1.1-1.5, conduct testing through the range of operating speeds to demonstrate the pump is within acceptable vibration limits for r + vertically mounted centrifugal pumps. PART 3 -EXECUTIONtt' 3.1 EXAMINATION !:y? •;:,_.r+5c1':� I.r�'fit.(+; 1 A. Examine areas and conditions for compliance with requirements for installation r " {: tolerances and other conditions affecting performance of pumps. ' B. Do not proceed until unsatisfactory conditions have been corrected. 3.2 INSTALLATION A. Pump bases shall be leveled and bolted down against metal shims and the space between the base and the concrete shall be filled with the specified type of grout. Prior to grouting the base plates of the pump and drive unit, the equipment alignment shall be ;ka �. checked and realigned if required. i B. Pumps shall be supplied with grout holes in the base plates to allow p greater reliability of ' rout tes. N �^ ` g g beneath basepla on-shrink grout shall be used. "{` "1r'`' fillin C. The field P aintin g of P u p equipment i ment shall be in accordance with Section 09900- },?'•';,.;�:,t.,}i?k;' • Painting. (5'T�f �e'tiXy tL•;f C54199-00 11312-5 VERTICAL TURBINE PUMPS ` RO—3/19/01 �. r�.�•,, -r. +r...+.nw..+w!wd.h�nartATNauwr+......—..,..... .- +'��t�, �7tf op vut ty,i � E� y r . --r."'"!'g•w+mypa+nvtrK.w�crwnnarrwx • r � �( r 1•�? t� t! xay� :;{1 •�fi. R x { ... =EE.i t :t � 7 i + .1 ,e t t. 1 vnt c .� 'r�+?rY7 .zx !yr;�$+ r�� 1, ,:pal ��_�'. .i { , ;�r' ,' , 'j i � ,; , ':� i ' ,•s.r f 51=f''a r s.x•,1't i,1 5 t.{'' .S��w 'C�^v}�#?. alb: fir` tz '� r.ttpr n,Y ,•.'1t:j,J,.ya"i� .s .i •r t s BC... jar�}1° � ;"7n�s•:; Pfi,q.{ t•.. �; ,1{;f s+r, t ,t ii t r S' 4 t r r x5 r;••rE�'r�',�4•,�..,...., ! t^n '�.it y=+17 ,� =7 ' _ ,r t 4 } 4 �'/ 6 �•: r'{,,ey � ��f q.,r, f 5 I i :�-R r t •ri i y.,,. �� {}�5� {r rs+l t.� A (�,.+ t r r.. :`5�` t 4�,¢ r,'l��i7 �r `.•r1 ,: .. stt. . tJC.,i. $ t ° ,ct `SS�N�.y Gti'.1',th4 if'•r}� It ,•+ t Y t t h f rt3 1 4 1 T 5'...{_ . :i t .. ' .. .... .. ..m .. .�E' t {raz E a�y�2��Y7ftZ t,•� r 1 ,-.� I .i ) t ` 4 q f' lll'�{ti t�. (•i�.�!`h'I X...rv.+iwSn.rxk'e'.wi`r:r...�.rwr:4.'M+dU rnwt,.a.;.+w�....,..,; ,. ..... ..�.nrn„x„:.,v.t .. ..7�'*".t*r�r..y+. .,.,.. ,,...... cec.:•, vr.w.r�..«•BLS,.,n�.«..._..,.......raa.wwnvi.Xrr.+xdltYl�'� t G�i,�} ,. .x°� �s 7':. WATER POLLUTION CONTROL FACILITY EXPANSION t = CITY OF JEFFERSON, MISSOURI 3 x t s.r #S 3.3 FIELD QUALITY CONTROL ' A. Site Test: 1. The factory representative shall provide a formal test procedure and forms for kN kfi'' recording data. 2. Voltage, current and all significant parameters, shall be recorded by the factory ' representative during testing and start-up. B. Inspections: The factory representative shall inspect and provide written certification that the P u pumps been properly installed and are operating properly. C. Manufacturer's Field Services: Arrange and a for a facto r =� g pay factory- authorized service representative to perform the following: 1. Start and operate the equipment. h5' 2. Conduct operating tests to adequately show that the equipment has been properly installed and will function as specified herein. All tests shall be subject to the + s approval. �7 3. Provide a minimum of one (1) day to thoroughly train the Owner on operation and maintenance of the pumps and related equipment. 3.4 PUMP SCHEDULE :.'°'' I A. Plant Water Pump 'i Number of pumps `a f�;tru, operating p ,;, = ' Design ;. point 450 gpm 194 ft Minimum efficient ° ''``"�i' iyG -1-a, Maximum operating point 600 gpm @ 150 ft Minimum shutoff 'yh. ` ', U-4: f head 240 ft ,F;�,��N�;}�i�j'��'��r��`` r x' ,;.a Maximum operating speed 1770 rpm t at ?';>K` Motor horsepower 30 Electrical characteristics 460 VAC, 3 phase, 60 Hz ,� ;*•kTy°;lG Fairbanks Morse model l OM-7000, 4 stages; or equalr �r t � ti1' Y r".•t�ryF END OF SECTION 11312 ji t �^I C54199-00 11312-6 VERTICAL TURBINE PUMPS RO—3/19/01 1uCM�TFMrNMM1r.M r'7,77 r. '(��f ,�`�'4+ Sy�tS;,'•r f .. yy c3 t .�; t r 't t '.�t.f .fi'� i .},i tf tl�cf t��'4'� 7 � , !ti 7 S'S' L� t +ait '< a , rs s 1 7 ',.f ) r., t« •,Y' �Gt ';>lgr,,•�F{�l tai} � Y�P SV h yi 'it 'z�t". , l �,5r, i."� t, t r E rY4t '6 �1?�t .'11Mv'1�r�'�✓ �f' tlz6��f t.y � { �u.hr tt: .F• � r i 1. s i.' s r i ! r '� ;`' tt f {�:�,�4C�4�ui r$�. — YM: d Ai�':.lah a'�d, (S,. b 5y j � %, . I � 1 fc � .'� r �• S' >•Yir�?hi + h1V 1., t t. I ,. r >S,.•' ! ! :,' �t Lt`t t .+1.V .'tiyU yl r k r� ', f •.f• ..,(�. tC. 7 ` .,'.'jr)Jrs)• ^rlrl�r ><NU n)�i 1, qi .w.J.ra,.,6NNPf✓f'TR4htltIJf6"hW ,vit ri.....,.e ....«.. , ! i 1 �,� ...«... ,.. , r.,. ,,. ...... ,............v +...,.,•,1.rY ... SX A.I �J. 14'1 Y .ry...... .....:«,n.,,r�l,wibiMJ.wwr+...atn, � /f¢ WATER POLLUTION CONTROL, FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI SECTION 11320 - GRIT REMOVAL EQUIPMENT • r l PART 1 - GENERAL 1.1 RELATED DOCUMENTS ,r A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. K� 1.2 SUMMARY �' .CSC $c�F.t�•qs v A. This Section includes vortex, grit removal equipment including grit tank equipment, grit pumps, and grit concentrators/conveyors. 1 B. Related Sections include the following: ``•i; ' 1. Division 13 Section "Control Panels." ' w 1.3 SYSTEM DESCRIPTION A. Grit removal system shall consist of two units each with a peak hydraulic flow capacity of 30 mgd. Each unit shall consist of the following components: 5'" 1. Equipment for a grit chamber operating on the vortex : principle, including electric- motor-driven g rit scourin g propeller and drive, baffles and other required ��rE�;..��i;rn<:•. . auxiliary equipment. 5''~' 'rr;`E, 2. Grit removal pump. 3. Grit concentrator. w''Ft 4. Grit dew atering screw n eyor. `••��`,�?;�z°'� 5. Control Panel. 11 B. All grit removal system equipment shall be furnished by a single supplier. r 1.4 PERFORMANCE REQUIREMENTS .. � � ,.,ilk •� Z+'. A. The grit removal system shall be capable of the following removal efficiencies at the �ti''�> '';,,' S. specified peak hydraulic flow rate. The system shall produce dewatered grit containin g �� 1T� less than 5 percent putrescible matter. 1. 95%removal of the grit greater than 50 mesh in size. rr�•1' i 2. 85%removal of the grit greater than 70 but less than 50 mesh in size. 3 3. 65%r emoval of the grit greater but less t 70 mesh ate.than 100 than in size. 9 �zotti 1k �?p;,a, C54199-00 11320-1 GRIT REMOVAL EQUIPMENT X' RO— 3/19/01 ,(,'nit M�"�' tI•�'' ,� f�-}.wt^.t,i.,,.,'1!t��i9C{��71�7i�iC�P• �W?iPt�'"�." ^:i;5t;��:a�;i .t '..,..r,^'q. ,•`-.a..*,r+•aw�..:rr�a..vwar.wa.vn.-.... '�----.•,...w„«eiwJrr row.aJ�waK.wr.`^„"',^:^'2e•^^•.-,..a.. _ ts;.�' �.y ,sk�-..�:.t :,f�,�.v,:pi, .S. 't s t`( .t•..,h,,t�,i`��ie' "T!.� .,�4't`, ::" •fir, IN• 't f. S 5'. ^.�' n .P; r,t°.,,,.,St f hb. 1+(•itMp r.'`'`t r '#r�>,:. , 'll �'�xr;;, ;(;C.'�'e�'!` t�);;atyf t R, f' t' � t "t „ ' '1 f � ;t x �, 'r i�r^.i•.rJb .#ntf�t.I�t.;,'t� .1�7,. `yr r'�'#r `% =�'7: 0�4[ t.r t !+,a � <t ?.�� ti .•}t'• ; r:E;�•t'. `;°,.it,, <,}+•=t.`W.._. �,, ,.� .7r� Yf�.+`t( � , t� .,76 7^°' .riY, °'',r.t,I'..a4 yid .nK'` .t iS; t" _r,' '� `7 , i; s 1' t t t •,� "�'' S�C�: 37si.{,#}.,Y ri'€y)Sy?t ''++e4f.rr... a�J tis�; ',�.Er ttok i�t 1S t-}t Sf✓ t:2i � L 's o t y` .t' ( ! Y �. �r �. {J :Y�7rf iV. rt.*=11 .Jtij'F x'{.�f;��.t� '.,r.+?Ktr, ';t, ,.1 kr r1 . Imp fg-",will AN, 4+'yt.l?:r 'ta:,^«......u1«s»._,.4,1.rx:.....^..-»rrrr.„,Kxx.+w.wY,«..«. 'j .........,.^^.,...�n., r .,x:. ,Jt4 vYY.M1tY,Vt no.,,......�,... ......•.. , r.ASatevArMlw't..xl..,s.,Nn..n....�„u.nArwriMA lf'n4smrH!SwySN5t�1Lti�'.[:. A 3 �`�y 7�i 5{y..�t WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI , n s 1.5 SUBMITTALS A. Submit the following in accordance with the Conditions of the Contract and Division 1 ' Specification Sections: 1. Product Data. .,>,:, 2. Shop Drawings. ¢ 3. Operation and Maintenance Manual. `' 4. Manufacturer's Warranty. ,;,•; ' B. Operation and Maintenance Manuals shall be submitted prior to making application for payment exceeding 30 percent of the Contract Price r 1.6 QUALITY ASSURANCE A. Manufacturer Qualifications: Manufacturer of grit removal equipment shall have not less than ten installations of comparable size in operation for at least five years. ` 1.7 WARRANTY .4 �a• �,: ..''t�{��+its t r.•. r:{( 1� rvi ttfr S, A. Special Warranty: Written warranty, executed by manufacturer, agreeing to repair or replace equipment that fails from defects in design, materials, and workmanship within a period of one year from the date of Substantial Completion. ' 1.8 EXTRA MATERIALS t�l A. Furnish extra materials described below, prior to system start-up, that match products �.w t�yw�J4lih� installed and that are packaged with protective covering for storage and identified with labels ,�•,' describing contents: a 1"„ 1 1. Two grit pump seal r„.. assemblies. r.li 4"�r i• 2. Two sets of grit pump gaskets. f-t�/g} `',E';rs' '.y � �a�t'F�S {.:. . s 3. One priming system vacuum pump. ' {t, ; 4. One priming system air compressor. s' MFn��'t 5. One set of priming system solenoid valves. '�r. ISIS J�+�.i'H '.R�•1�'.:;4C{• !' Y• aS 17 >3t; CS-4199-00 11320-2 GRIT REMOVAL EQUIPMENT ;w RO—3/19/01 4„fib al p g,�� • ��}}�i3+��kitt:�'4 yk?'.;'3 r��Ytt�'7}+}{A r�, n .>�.I. i '{ i 1 rye_` r. ' i j ,y kr�}.;rrtY��''F`::r'�r�{"n nt {Cti�..t�;}'y.""r J''� f •1 {'}�fig• ��ith t�}l�t�,Wryctrl> iC;'t i� rrr.ui 'l it� i`S r �. .0 y S ' t.. s {f °5'� f yl,,j F.r, t,lb�,.) )',rx'.!}i;�;'.!ri . it yy��FF((/�Y+ ,ti:l S'i.t ftGry 5. .in'S Jrc Y I.,ir; .Yl�i ' J yi.61 J 'tTf 1 l t i j 'f'FF� J' i1?•. 5ytd+f i tO r��s��C G �,`•• IA 1 ' -, ... :' i° i rtt,l�z�i1�:�r�Q:�>�t-rKt��' ,.� �s♦M1 t ,' J+y) 1 .,....,}rrtAlirpY,Rtl1WSA5C^"•�f?is'T>°1q`§mhrvunw.. ..w_....... ......._... .....�r...rc ,rs. '<r+ n. ... ..... ... ...,... ,_,..,, ...,,,,>., v .ru.l:xnrrh,w✓. .>.t•>,r.r - .. ..._..so..,.....,.w } St. r, 3j�r"lj;. WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI i PART 2 - PRODUCTS J 2.1 MANUFACTURERS E A. Basis-of-Design Product: The design for the grit removals stem is based on the Pista '"�"'"" g g g > Y Grit system of Smith &. Loveless, Inc. Subject to compliance with requirements provide the named equipment or comparable equipment by one of the following: • . 1. Jones &Attwood. 2. John Meunier. rs G 3. Approved equal. f.} B. The cost of re-engineering and modifying structures, piping, and electrical and controls systems to accommodate the selected equipment is included in the Contract Price. „t 'W 2.2 GRIT CHAMBER EQUIPMENT r�u`'%Z��uf�.s•�. v t rk. A. Paddles: Four blades providing adjustable grit scouring intensity. ASTM A36 carbon `' ��`'` steel. B. Propeller Drive Tube: 10'/. -inch minimum diameter, ASTM A36 carbon steel, driven by large, totally enclosed spur gear and turntable bearing. C. Grit Fluidizer: 6 of pump Helical configuration, bolted to propeller drive tube within suction inlet. D. Propeller Drive Unit(Gear Motor and Gear Head): 1. Motor: .j a. Helical gear type. ter, ti b. 2 hp 460 v, 3-ph, 60 Hz, TEFC ;t3 C. Steel housing and frame. ny d. Service Factor: 2.0 or Greater on reducer, 1.15 on motor. . ,i't' ', 2. Gears: a. Alloy steel, heat treated, and hardened. b. Teeth: Hobbed and crown shaved or crown ground. .;r ,-rK., <!' C. Helical Gears: Oil lubricated. ity#jaytgn _ d. Spur Tooth Bull Gear: Large driven by pinion mounted on output shaft ft of helical gear motor, enclosed in heavy cast iron case. " r/f'J;1,73.}•Ci�t�"„� . e. Spur Gear Pinion: Cut from heat treated steel. 1 f. Bull Gear: Rotate with minimum 21-in. diameter turntable bearing. �:r��t [ 1 1t r g. Service Factor for Pinion and Bull Gear: 5 or greater at standard operating ; ;ftM'' 1, s� speeds. � U ,. CS-4199-00 11320-3 GRIT REMOVAL EQUIPMENT r RO—3/19/01 t,�"x*^ •'ix'`� 27 2 •.-.•,,,,e.e..;......rw,wur...r - '^^"",.•«.r«...ryw�xgavr warztrrxrnrrw+rrt�w±A!.+,.'« r1;5q* 'Y"r.aC t k r"t Sf� Yi'�r .'�T; •s."Yi��•.ir<j'l,�1 F .� .ii :t 1 i.x ,�, c.'"{ ti`..{. Zf�' x•.'xr '� art N„r: t• '` ?..�, -' 4 •): / '`�' 7 :' .t .i. t r ;s< t. t •.%,...JatfY.cy! 1 ,t.�„ M ti ti)(.il`h,£ iAJ�� i.t e r .'r. r t.� .�. r .J •:t 4' �� r YI � iVr:' l,. 4 � .� '{: ,C�/.�St .l trs'' .{ ! 'r , 1. ,r .; ��{;; ',�iiS!r,:?,Zn r b F..a H1 ii ��:�#p7�t{ •�,1 �: r .Ik1: r y! x 11 t.,r: ,y:_ r i' t 1 r t •rt {.1 a',i: e t It �1:),t lr , v 1 ',•" at. 1 1 r 1 1 j t � 4r .1 I r e i� .j.i r3. 4. '{^ 771 ' • t 1, !. b i „ f f. . ..s+. t.•� l.z11IP, r YC' JNWS�hIkL#ekrMdvr lir•h+r^nr+Hti«e,,.:>iwtK+a{n�+�.en,..r....,..,,:..., ..4,....: ..,t_ •.yt..r r,t.ic..,.,r.4 c.r.ft .': •N:. ... w....,«....,i..,-.'<li rr...�.,.. ..... { 17 f� ' dF}t 1.r. WATER POLLUTION CONTROL FACILITY EXPANSION ': CITY OF JEFFERSON, MISSOURI 3. Bull Gear Box: a. Specifically designed for this service. ! b. Provide opening for propeller drive table. i! C. Seal with air bell at bottom opening around drive tube. d. Provide bolted flanged connection at top for grit pump suction. 4. General Requirements: ►' a. Maximum Drive rP 21 d:ee Output S P P b. Suitable for continuous (24 hrs/day year round)service. C. Bearings shall have minimum B-10 bearing life of 50,000 hrs., except 21" I diameter turntable bearing which shall have minimum B-10 life of 20 years. s ' E. Grit Well Cover Plate: ASTM A36 carbon steel, of stationary two-piece construction ,Y , r<x1, with lifting loops. ty'{vu 1. Maximum 3" opening between cover plate and propeller drive tube. t F. Inlet Baffle: ASTM A36 structural steel plate and angles, fabricated to dimensions V'7' shown on Drawings. :! 2.3 GRIT PUMPS. r;. A. Pumps: . '1. Centrifugal, close-coupled,vertical c onfi guration. .1• �- 2. Construction: Heavy cast iron especially designed for use of mechanical seals and vacuum priming. Recessed Ni-Hard impeller ' 3. Size: 4 sucti on, "d s harge; capable of pas si ng 4"s p here. -' ' 4. Capacity: 250 gpin at 31 feet TDH vacuum primed. �ry 5. One piece motor adapter/backhead. yr;:"� � B. Motor: i 1. 10 HP 1760 RPM 460 Volt 3 phase, 60 hertz TEFC. 2. Minimum 1-7/8" shaft diameter. 3. Solid stainless steel shaft through mechanical seal. 4. 6" maximum lower bearing to impeller distance. 5. Class F insulation, Class B temperature rise, 1.15 service factor. 2.4 CENTRIFUGAL GRIT CONCENTRATOR ,t 6L A. Mount grit concentrator on grit dewatering screw as recommended by manufacturer. z ti z 5w B. Size, capacity, and range of operation shall be compatible with total grit removal system ' as described herein. G, C. Operates on same principle and flow patterns as grit chamber. C54199-00 11320-4 GRIT REMOVAL EQUIPMENT j RO—3/19/01 3 i N�IMAw,Wl7ft5rFJ,:'I�N'?'R!+... 'f , --,...,...,,..,,..y.. xnra.-.lcwrwww.a.. -••---�-`°.,.^.mow[vww+t�.�a�...,.+w .�,,^'�"rC,;�%k'(ii`L v.i. ��1� t'•A)7 v�'t� ''a' 4 {f . . 1`,' f 1 i �t ," r .t�rl�.' „rJ �✓�t R 4i`�1'{* 1 } 7 r' 1` C t i.S 1 I '{ 1 �'.1., i�X`•,'f 54�'Sa{c5�y2q�.�,yq :. � }, y t t . i t , �w�...i.:,....rtv..v4:F..:lit4ttA YM'sMlmrv,„ri,a.i,n•.:e.;...w_......� .. . .: ..... ,,_....a .....,, .,:,. .. ' . . ,..,..,....:...•r r,.m�+.YOd..r,v,.ae ........... . .. " ,....✓...,i.......r...,...._w.....u.,., i � {' r � i i iY f Y, Si f...1+aCi l t WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI D. Purpose: Remove water and organics from mixture of grit,water, and organics (pumped by grit pump) prior to grit dewatering screw, thereby minimizing hydraulic load. E. Flow Pattern: i- 1. Pumped flow enters tangentially through side. 2. Grit and small volume of water exit out bottom into hopper of dewatering screw. 3. Organic material and rest of water exit out top to drain. ; { 4. Minimum 93%removal of influent water and 95% removal influent organics. 5. Less than 5%putrescible material in recovered grit from underflow. a '� F. Material: Minimum '/Z-inch thick Ni-Hard, high nickel iron coated with minimum 6 mil dry film thickness epoxy resin. G. No moving parts; operates totally on hydraulic principles. nciples. 2.5 DEWATERING SCREW GRIT CO " NVEYOR AND SEPARATOR t{'':t'i�'°+• ��` `; f Rivtip>•��'�t A. General: 1. Provide inlet hopper to receive mixture of grit and water, sufficiently large to allow grit to settle out of water. 2. P r ovide 4 ov erflow in inlet hop per. #a;'%'3?:, •'{?. 3. Provide unit as freestanding with support legs to hold conveyor at approximately ..; r 22° angle from horizontal. 11 4. Drive screw conveyor with gear motor mounted on discharge end. t B. Construction: '' 1. Screw: a. Diameter: 9 in. t;-�` ,•; l b. Length: 15 ft. .,yti ....�. C. Material: Steel. 2. Screw Bearings: } a. Outlet End: Anti-friction type. �! b. Inlet End: Greaseable bronze bushing. a. 3. Screw Trough: ,; r�s�! q.. a. Open 3/16"steel formed U-shaped. b. Provide 2 11 diameter drain at inlet end. y. C. Provide 8"outlet. 4. Inlet Hopper: f a. Material: Steel. f b. Overflow: Full length outlet weir trough with 4-in. flange. C. Slope three sides of hopper at least 50 degrees to horizontal. C54199-00 11320-5 GRIT REMOVAL EQUIPMENT RO— 3/19/01 ` �21 ,.+..w.!ra .awwumM1nx+w-'+-.^ v.,rnx .Y-,•^M17 ... ,.Y,'.'rn r* �.7y��±y,� .j.�(P� .`• �, .. F7^y^ •k'�JH{W!Mar..f,..�'• !! i ';7. tb.. }.:., +,I+ir•� '� Y \`�.1.+,�i": .':7•` N+ T jf �i..•.`'/'t .'1 ' ,r .r!t;v 't Y 1 , -�t:1..:.,}:•;,i,t•:`V{;rit,, x:�-� {,SST.Y' F r�f}, 1' } s. i i ! +. .1i ''f';r''C;.i.,,v1..t{•r '+t lr'!.i :: , + 7 !,. �..= C .i " : _ .'•�, t. 5,y. 'l '.$� t- ,i• l-. e( i. ..r.tt 3;:' �.7 ltd:;r.t,�.J, p(:�;y•r',s'Yyz�"fA ,�;�';;. ,lyw' f+_rr{.p {� .b+ ��'�` :'M1r' t.C. H t Y} :i9` r is"• t t j ,+, f, r "rb r .=r: a' t ,�+t tr.,,.3�,. .z �,, � ,"i� f 8�sr�. #4� �',,,�iy�J�..l,r' /". ri�T^�+. 7 �3j.,r' 'r , �:.,r VkL•. i t 1 .e � e„� , ,�R S.,,.3 yr? :S E..t .r�>se xf� .��Jr .s.w }� .7 5 ,✓ .f :ty s , f 1 '�,. a' t .tq; t4 i 'Str> + �rf `{ r t.t5 1 ,. + �� j .. r � , i , + +•a J ,4 r1 )i�tlq �` 11 r1 �"i;s gp , ....t,:ter»...w.wa.a,«y+tr.+wursrxn... r....r:...wr. ,.t,....v.,. ..:, ,,..+,s ,> •......_ ,.::_ �'i! r`S j�f `•}�t�M'Itt�iYl,,• WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI r, d. Projected Surface Area: 15.1 sq, ft. r e. Parallel plates to improve retention of fine grit. ! 5. Drive: a. Provide belt driven shaft mounted helical gear reducer. b. Mount on plate bolted to flanges of screw trough at discharge end. 6. Motor: � i t•, a. 1 hp,460 v, 3-ph, 60 Hz, explosion proof. 7. Cover: a. Expanded steel flattened mesh cover over hopper and trough openings. P '• ` b. Style designation: No. 13-15. C. 30" x 60" opening over parallel plates not covered. 2.6 CONTROL PANEL A. Refer to Division 13 Section"Control Panels. 2.7 VACUUM PRIMING SYSTEM " A. General: Vacuum priming system complete with vacuum pump and control solenoid ;:; ` ; valve rime sensing robe heater, and float-operated check valve all of corrosion- resistant materials, located in a weatherproof enclosure. XL,''� :,t 1. Capable of priming pump/piping in less than 60 seconds. B. Pinch Valve: 4-inch diameter, pneumatically controlled from priming system panel, I located in vertical section of pump discharge line. 2.8 SHOP PAINTING ;'';;, .F. 'z,•k.c�aiS;, A. General: All steel grit chamber equipment, grit concentrator, and grit conveyor shall be shop painted. The specific items include paddles, drive tube, fluidizer, drive unit, cover " ' f�,j $ir ` plate (both sides), inlet baffle, grit concentrator, grit screw, screw trough, inlet hopperY ,' and cover. {ylSLrs; B. Surface Preparation S #A MY 1. Structural steel surfaces: shot blasted with steel grit to SSPC-SP6. 2. Weld splatter and surface roughness removed by grinding. C. All Primer- single, 3 mil DFT zinc based primer. f�"� D. Finish- 2 coats at 4 mil DFT each amine epoxy. C54199-00 11320-6 GRIT REMOVAL EQUIPMENT RO—3/19/01 # ;i,.,+� �r.,,,"'aiAt: :x .,_...'.e``Y ''"5 ....r'!^...wrwnryn.aAAkri70.iYaS+"{7y'F47Gt�'pq{},'c`xrtww'•. �.wrrrg4*nY{ y ilitilt('J•},i,(1 jJ.'��?i�,��%1';}r°u'' } i ' `��ef ..1'}J'��r3:YS'r Yt>rt�lt of :��+,' ,'::+ t•il r 'J atJ E, .r i , .Jr t .y7 b.�.itlih t �S,`t:l'{7�tr .••�-�, �r,�r. v�.I✓'[ iY 3 t`� .• `'� �,tir7t}�y.r" r't'. �':5�d.r, t r r, t r , T ,c } tt�• , {t>�`l4!u5 t)! F,7'R k•,t#+! +! �t��+t�t}�f t�•. rr:Lk57Sf i�X it�, ;ts�,. i.•t + It.�.�r 9 t 5 � ,it. z7 rY ...��'t1 �ir �� j� i. 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WATER POLLUTION CONTROL FACILITY EXPANSION °`fir?'•:< f`.'}>:. '? CITY OF JEFFERSON MISSOURI yti? PART 3 - EXECUTION �qtr a,t 3.1 INSTALLATION ' 4�`;$,': 1 5 t , A. Install equipment in accordance with manufacturer's instruction. � u '!,.:} B. Heat-trace and insulate all exterior vacuum piping/tubing and all exterior grit piping. 4 p�wrY ` 3.2 PAINTING ' 1 A. Field coat ferrous surfaces in accordance with the requirements of Section 09900, .j "Painting." 3.3 TESTING ` ' t� fir';' tyfi rt i} A. Operate the grit removal equipment for a minimum of eight hours to ensure that all J : clearances, vibrations, and system performance are within acceptable limits. Test control functions of control panel to verify operation in accordance with the specified Sx ,�y1�a: control sequence. In 3.4 START-UP SERVICES A. The Equipment Manufacturer shall provide the services of a field service representative =:3�?;��; ,t='. '•, for a total of two trips for a total of not more than four working days for start-up l�•.r, # ::' inspection and for instructing and assisting the Contractor and the Owners personnel in the start-up and proper operation of the equipment. F, t IKI '.� END OF SECTION 11320rr ;a., ,r.ti�• i� �ftS3'J,� y'�5`r`1f i.,n',, �:�,1 y�,r sit, +� �.�'�S•s� Pile 4'pt"�+�'t+.girl, 'y� „�•r, aE°:�•, C5-4199-00 11320-7 GRIT REMOVAL EQUIPMENT :. 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'' ,Ytt R •e� k i�?G� (f��yr },'.,:h ' `..;'i.',..aLywwr.,:.,.X!'+,rrrFw.;r.'.; .a.....:..:.. .,..r..:....,_ . .......�..,,.n.,w, ,• , .r.;.._.... .. ................,..,... .'u+m.'+....gin :a.Mrrc�rw«w„....,.. ,. ,.,............... , j� �' ej WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI SECTION 11330 - MECHANICAL SCREENS PART 1 - GENERAL , '-1 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. t 1.2 SUMMARY i A. This Section includes the furnishing and installation of a new automatic self-cleaning filter screen and control panel for the screens and screenings conveyor/compactor, the ` removal and refurbishing of the existing screen, and the installation of the refurbished screen in the new treatment plant. IV B. Related Sections include the following: 1. Division 13 Section"Control Panels." =' 2. Division 14 Section"Screenings Conveyor/Compactor." 8 2sf C. Alternates: Refer to Division 1 Section "Alternates" for description of Work in this Section affected by alternates. 1.3 SYSTEM DESCRIPTION A. New Screen: The new screen shall be a Parkson Aqua Guard Model AG-MN-A, with I 6-nun filtration openings, mounted in a channel with dimensions as shown on the Drawings, at a 75-degree angle from horizontal. The unit shall be capable of passing 30 MGD of wastewater with a clean-water, not exceeding clean-screen head loss g 1�;�y'l,rc ci✓o:f:4wt:: . 18 inches. The screen shall be capable of intermittent or continuous operation, and have a point s discharge po sc The screen.p g y . a capacity of 23 cubic yards of screenings per hour. Th dihihll '; 1,f7flS,.ty be at a height of 10 feet above the base of the screen, identical to the existing screen. �,:�� ;r�'•'isti_tt,; '� The unit shall pivot from the channel for servicing. s;C}51.r4,^; i+ ri� 'ltry h i. B. Existing Screen: The existing screen is a Parkson Aqua Guard Model AG-MN-A (R.H.), with 6-mm filtration openings, 5-foot 4V2-inch width, inclined 75-degrees from P j°; ? `' ;'• horizontal. Y 1.4 SUBMITTALS A. Submit the following in accordance with the Conditions of the Contract and Division 1 ' "'�' Specification Sections: r � r'r C54199-00 11330-1 MECHANICAL SCREENS RO—3/19/01 �\ rr,, '`;f"-'R+;e'r.r. ., ` 5tw"1• �t'x'{ 7R?ci?,iP1iR."-' ,;r•` .w.'.•.»ww,...+ rMru.+,tr-+w-,.• M{.- """+.'vN4't?!1Y1E?(r ^'""ri�4, a'. ci'7`r'':atF: Ctal�inyvi'.,:I ,.7 9(�'!E. .t .f` v .}.r .1 •'Y., !j :f: .,1, �!.U'�i:: jti' `•t Y;�.i':,`,Si� 4 t c� 4 Ott sir .j , t 'i+ ,2i.;/!'1.y !' ca.rt'.g.;T. f�`•`.f2�t#1.tiE'i a.1�' :1,'` i f,., : ,� . ''i{ i � , f = f r Y , lr:, 'f,:�'s• t.-t' 1KI ,.M. ,rr� .raw,. r r Y t xf ✓,., Y,{,,, ,� 1 rJF }c" ,1, i., a�!< 'a > .. '. ! ;, .l. 't ..{ s t,�� .3} �j�.!tt1: ,��•S�>,u'}•,,,ri,C 7H{,.,J,k•, 9t?rn:rr}i' r5:,�,� ! P „'�'• t � .D ' ;i t t z �'r, � i: lr:a.A 4,:.<k�'f t,,'�;,,e". A' .r.. i C �5 si:.. •.S'tI �'��4 ht �-Ni�!r '� :�5. :.r,{ p ';i ?. i' 15 t. , ,i .ryt.t,':r� Z f ��i' .^ r � ;.,,t.,,�a.: .,u,oi;v�;zytx ,�..,r. 4•K!rt t`�i •'•� i r a y' Y t. t ,i , �'f;t t •a .t istf :"y, ",l r� ..p! Stfx ! f >w y 'ti sl,ti F( i�A 5S { i 4r ` #t;. { ,' i ,: w A I�r;''t4 t ]S'1.9�1 4{,3 •;#. �• <` ; l' •. ' .. '�=v R• ¢ Krq:, r ie n. ... n,.' .,x«r,+nl ...✓a.xu , w.vy si wi 4n:r.cJ.n{cM1l YY.iR.?.��?��" 4:.•I�1� �•,,�L)�}t :.r . ,.?FO,t.JN w::r++e.«.s+w.«.w.:...+a..ouaysi,:na�nr#wr Prfinru,....i« ............ ... ... ........ ,,,«.,..�a ;.. v .. .. :,. :.. ..._...• .. .. .. .. :..., ....... � . S3' ��, ''4t„ 1 r WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI 1. Product Data. 2. Shop Drawings. 3. Operation and Maintenance Manuals. 4. Manufacturer's Product Warranties. B. Operation and Maintenance Manuals shall be submitted prior to making application for payment exceeding 30 percent of the Contract Price. 1.5 SEQUENCING . j A. The new treatment plant, including the new mechanical screen, must be placed into �! '' successful operation prior to decommissioning the old treatment plant, removing and ' sr: 5 i•� refurbishing the old mechanical screen, and reinstalling it in the new treatment plant. 1.6 WARRANTY A. Special Warranty: Written warranty for the new screen, executed by manufacturer, ,;:,..;>; ;{;;,,,;;,,,,,,,,• r� agreeing to repair or replace equipment that fails in materials or workmanship within %i one year from the date of Substantial Completion. i 14a. I .2 t, 1.7 EXTRA MATERIALS 1�Xra:1�A,.4 A. Furnish extra parts that match items installed and that are packaged with protective ;T t� covering for storage and identified with labels describing contents. The following spare >s4r,,aY;� �4jt parts shall be provided: `4F'N t, _.. 1. Fifty 6-mm filter plate elements. 2. Twenty side plates ,,q, ,r •.. :.{ 3. Four front seal brushes. ^' try ;' `s 4. Twenty rotating brushes. t:a' + a: 5. One lot snap rings, washers, and special tools required for installation of spare fir parts. ,rq, ,if PART 2 PRODUCTS �'� �' '��' 2.1 MANUFACTURERS A. Manufacturer: To provide for interchangeability of parts and equipment with the existing screen, the new screen shall be as manufactured by Parkson Corporation, "�A. Ft. Lauderdale Florida, subject to compliance with requirements. C54199-00 11330-2 MECHANICAL SCREENS '�f RO—3/19/01 ;z a ..z..,,, 'y 'q'��,. ..,,�.,,. :... .:....:..t•�,��''�;'."•,' �,+,�'t''� �`R ;+�Yvrur,v.-,^.-- - :F ,. •—r•,-�-+...,. h.nwKrwJ...... x+`,.::,;r '?�,ii i."'S��j�,�;t't'•�'i'4,k„ r!'� r}+ r'�i �:{'rr�F' �`,i,}.n ;r�: ari` ^! .i�.k s,--i,. ';9S .r;•i `� S .,i, c rT e'Sy 3,i3•;�,Gre f.fr i. " s 1 r ,. ( t. a 8' , ,.}; x�c 4.0"ry§' •n' )) i 1;0 ;,((1th }}(+°,?�•��`�,'d`'t�y,'ii^;{ C>.3.£��4,?5;>.4r: ;r. ,. ,' :t 1 , t.. + q 3.. � t y,'.Y:. �a�... �;,,a,:.; Fc i.�L�%-,'Nti„ 35 .4^ 2+ J.l��. F ,�J! r M1 r r:F � Jr r c', � ,tlr z •� t�: .:! 1 .7�� 'ar:',i A » sW Ts:�.} 1 ��SS.��y,^. . ^.•;i�)k�,"�4i1 t.F�t{ y t t � .'rj � ,'t.1..r 1 , sd.•rl:,! hF....,t; h,r3',r:n t't'.f i ly tt t S T / t au { � r a, t 4 t F a si t•�. ,�� >�i;`„ryf�f f`.l��s '{titlf'�t.�tS 4 ,7 ., r. S 't� e , s ,. f :"1 r -+ tr. SYr .47:rt1'',�t't��yE�rf�'t�r�'`•�S��pl 'i � ,IJ �t J S t 4 { h ,• i , s: ¢ 1, r f riy S'1 A iy t '�yyk��2''�5' . `lr !>J :J ,•1 i.l� F , j,' J � �. ht '!' :( .,.. ��r�r'! �1 rrP�', r ` h a��: ..,:tv f i't �Kr:1 r '�� r r t •'r , t{!h ,A:i Sa ltir t i��7 yrr,.�' ,1 i.rr,„oFryY+ 7 1rer , ��t;tkir� ��.':i '! `, T S r 2ti4. 3'4{0 # 44)1 yG FN f t S y t � + rt(f.+IravbiirMlNaK1't.5}Ir•M«t,>.:,.«w.ww:..L' .. .,..,:..o-,.F.,a Y+.,nv ,......1.r, ' ... ., _ ....t.....•..rv..M1t•: tst,.tR f.•,a .-`.`•irie.6�ti`1x7M,.u.nr....+.w ... ..................'}.ar.,..,.5. .....w.iY+iw:,+ii' Sii 1�;iy r{fi��"�t,`f WATER POLLUTION CONTROL FACILITY EXPANSION } ' CITY OF JEFFERSON, MISSOURI B. Repair parts for the existing screen shall be as manufactured by Parkson Corporation, ..� Ft. Lauderdale, Florida. t 2.2 MATERIALS �!i r1m' fS,w A',i ' A. Support legs and base plates: AISI type 304 stainless steel ' B. Frame: Type 304 stainless steel, minimum 3/15-inch thickness. `. : C. Covers and discharge chute: Type 304 stainless steel, 14 gauge minimum. D. Rails: Type 304 stainless steel, ''Y2-inch minimum thickness. v i • { E. Drive shaft and sprockets: Type 304 stainless steel 's + u, F. Filter shafts: Type 304 stainless steel, %-inch diameter, minimum. G. Screening elements: High-impact plastic, ,e�• WIR fig•:."•. .. H. Rollers, bushings and pins: Type 410 stainless steel heat treated to HRC 39-55. g �� ' 1. Chain links: Type 304 stainless steel. I Kii J. Front seal brush and rotating brush: Nylon bristles with 304 stainless steel support. V 'f1,y'rq t K. Side plates: Phenolic or high-impact plastic. `'F J L. Side seals: Neoprene rubber with type 304 stainless steel backin g P lates. M. Take-up 304 e-up screws: Type stainless steel. N. Fasteners and anchor bolts: Type 304 stainless steel. J� Loa 0. Other items: Manufacturers standard coated material. :i, '- >a 2.3 PRODUCTS `g �#,:° A. Level Switches: 1. Refer to Division 13 Section"Instruments." n' 2. Provide one level switch for each screen. fiNtlJl.cSir 2.4 FABRICATION ?„0 1"'W; 4.`p`=T;t A. General: The screen shall be automatically self-cleaning through the interaction of the '= ' ' ?t' filter elements. The drive mechanism shall be protected from the trash stream in order t{,•F r ; C54199-00 11330-3 MECHANICAL SCREENS6�,+ +1; ' RO—3/19/01 .;t, Nj / F �.s".4.�,`t`Srt.'t.'+r,J/i"l•it.a S: ( (.'J t,.,yt p7F�?+,r!!rwo'+"r"^ + .,'i:.�^;M ...•}tr. .�«.,+MVa.+rtw.er*w.+++... r', + �'t 5 t. t' ,: r++..i :t. ,r.et r x.++L+-.,..,t.r^,.C.•t,.y.�,r,*r::,r.4 t rit'r s2 R+t(,i.' r¢7;r k ri ; dL+T T it r,.' r?�.1Kl,t.�,4 ItiJL S �I j'l i �..?4 , (>• 1 . ar ;.+`;}:v"s`t t' f,°•1- .�t;, 'S. ,.:,,,. ;l.,i, r J�i',..,y F. .,,1 r'4 ^�.4. 4,,,Y i'.c�,ji.rt .,, + 1j� c r „1 +Y , _ t 1;:,;�;{t}.. q �'•t,.\ 5, v +t �':«Alf.:.✓,. +g`Z +�" fii�ll,: r• r j: � t �;; � F' }'. 4t,f i t:�,.ypr<'� r�`�7 {.: '.d. l:, ,44 jS>.ti,{..S 1,::.Yfir IIt;•}'lrft (t S j 't i•• "l..ir , }.1=j :i�c ! 3;� t ,t 7CS91„Jiy. 'i r {�i}L 3.',.-5°3f P.'F. �' #:,.!'',,j��.`'#•� •N i�:.,.r�..ry .a.{' aan .e.'' i 't .� r 1 :•1 s. ),;; -r s it. t .� ':!�',,.:n.`r''%r.. :.� �;r >r, C.a.: "i',t...ii',! ,.f;ii:�k°firer. .s ,{ '�. f, 4. .L .5y.4vVl;_i{ t .x; n�'ti'.,i,., •,y;.,S•'�.Lj +7^4 t6t �. 1 rnr'.n.t z� r F... r':t%.,t.�s” 't.��„i ..?: L+. .{ ., i ,.( ':t ,1 .r. 4, i•l lr,:r, .a a--(�. .•N,t�'+c_.e� t } 1 �j.:5`• �':)'b{! l..,tit, tX tt�,C')); t„`i^ r{ a's,:6.,� �.<..t .�l ( pp ,+i' ., ( es t. „t',4`�, }.'r.;t;"..{ ",cc,lf;5i;'r �...,'g,.,r GYJ..{4ei"z, (L .1:•t,J.�;w•",T".'�, .R�� t t P"'f..:.Y,;`+f•. � t 'i' t i" ,1: (. :t P 'r't r ,i.. .aF,, �. � t.� r r+�:, fi'S.� �'7. X =+t4- •J.s; f-,.,. k� ' ,r, :.T r",� .tFN^:' .,( .i + F , .� t i �;�y,,.'r.✓,..,,+(F';+t t,•v;�,r,;;rft"}=.N�t:v:•;Y. `-?�`.�."•U b.,.{ .r ?! + � n3T�; ';b S a,SlFly ,.r;�'44•,r: >nCi+ f,ti. � : .t,;r.; { ;. k ,a.1,g+r.+,i1, ;'��ti. �Nt+:,.,.. f� �Y•F3t?ft.. ;. r•C,,u��; +a r.r{.,• .7� �t' J '� ,i;. t I. ys. .t. :'k r'' :{;.,•:tt...h.�.{; 4j�Y+f„fr,•,1"i,s, ,�t' 3U.w,:¢��i �qy i -tS+ .�".'}j •�:,,E6i {�i.., i't r.:XY ',M i C>ti � 'i ) 6 r J .'t� ��' � F.' !. t r�fl' tt�, i '' Y' � !^f t{ t .t / � •f t ,r,J' ,r � "s,f•� �;rry'i ��' r.,,.. r J' }}. '��it'9.4i r e`y j�' ,., 7 ' �r 'ts r�T.' .r �. tr.�: ,^ 4: `i't jyrb:.Srr�rt �a� t� 7+.r. .,<•k 5t r.tt z4 S�- �ry}f +; c 'b.'� r , t w+m.r-n.,..:...,.w.r«ar..a....row..x.rr....h�.w....,.:..,.. _ ....., ... . ;.:..,r, '.r•,<..r..,,,.,... .. ...•....0•..o.... .i . .r.. .... m. r.ac srwm4+; 9.CVi`�'..t -.aS. WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI to insure that the screen runs smoothly without jamming. No auxiliary cleaning devices which cause trash to be dropped into the interior of the filtration belt will be allowed. B. Filtration Belt: The screen shall provide dual filtration of all materials by recessing the horizontal fine filtration opening in the face of the screen. The coarse horizontal openings shall be 14 mm and the fine horizontal openings shall be 6 mm, The screen filtration belt shall be provided with a two dimensional grid which limits the maximumi' <'j`>-5t' vertical opening to 25 mm. Filter shafts shall have a minimum diameter of/4 inch and ` be spaced on 4-inch centers in the travel direction of the belt. The tension of the moving screen belt assembly shall be completely supported by a stainless steel link chain. The ivg=; chain shall connect the filter shaft ends on both sides of the belt assembly so that no M weight is supported by the filter elements. The chain assembly shall provide a ..`:. minimum cross section of 0.144 in2 at the weakest point of any complete, individual link. + t4• Ile F .F j C. Guide System: The screening rollers shall be minimum 1'/, inches diameter and shall . 1 ride on guide rails. A submerged curved guide rail shall be provided at the foot of the 1 ° , screen; no submerged bearings or sprockets are allowed. D. Drive: hollow shaft-type direct reducer, minimum AGMA Class II. t} 1. Bearings: 50,000 hr rating per AGMA/AFBMA B-10 method, str'fi+ 'U 2, Gear housing: cast iron with removable inspection cover, oil breather, oil level indication, fill and drain holes with plugs, or grease lubricated. 3. Drive service factor: minimum of 1.5. ,t;, r"•` 4. Explosion-proof motor, 460 Vac, 60 hz, 3 phase, capacity sufficient to start and ��iJ G£�t !f �!2•tr. operate screen at maximum loading. 5. Provide guards around all rotating elements to OSHA standards. 2.5 CONTROL PANEL 1 r A. Control Panel: Provide one panel to control the operation of both fine screens and theU:°` sy screenings conveyor/compactor. Refer to Division 13 Section Control Panels for ,'=a(r'+` '; '1 control panel requirements. B. System Operation: Refer to Division 13 Section"Supervisory Control System." '�' 'xr�ilr+'j _Y4t�y'ic7i t 2.6 SOURCE QUALITY CONTROL A. Following factory assembly, the screen shall be tested for a minimum of eight hours prior to shipment to verify proper operation. Adjust equipment to achieve acceptable ,�,•{ clearances,vibrations, and tracking. .# r '�yy r ,y• ,4 C54199-00 11330-4 MECHANICAL SCREENS ±.. ; R0— 3/19/01 i t F r:t � C 777" w.unryar+aM7;wsaNw,x RmYytWN4r.�` ,,r ti ih �}`it' :r' tt��Qtf'n3��i{ �'5��'.%yf 1. � . r t .. , l .. r y.}t t,� ,?it ry,.t„r��},i'• � .et d"' / k} r r ) ! '• +{ z tr k t.f� IlYtt'Y�a . .�'M lyitft' Rig �£ ltd t r t. 4�Iy .�1 f e y X14 �,•, 7 hw 4 , 1 . WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI tr PART 3 - EXECUTION 3.1 EXAMINATION AND PREPARATION OF OLD SCREEN .,•� ,,,,, A. Remove existing s creen from the old treatment plant, P ressure clean disassemble as "°'•,^'`, ,;g , z � required and inspect for necessary repairs. Contractor shall replace the following components with new parts that are identical, except as noted otherwise, to the original .:: items: :i:,:. -? 1. Upper guide rails. . 2. Lower guide rails. ti :T y 3. Front guide rails. 4, Rotating brush. 5. Front seal brushes. 6. Broken or cracked filter elements (up to 100 elements). 1,;?.`•;,.,'.,'•Lr�;.,. cr 7. Broken or cracked side plates (up to 50 plates). `„ 8. Support legs of height appropriate for new channel. 9. Side baffles and side seals appropriate for width of new channel. 71 B. Notify Engineer if the inspection indicates that additional repairs or replacement parts are required. :i { rte, s� .,a rt tJF C. Relubricate all moving parts in accordance with Operating and Maintenance manual requirements. LA 3.2 INSTALLATION i 5r•i •t sa,'YI � •� A. Coordinate installation of support legs with concrete work. Install legs on approximately 1-inch thick grout pads; shim legs for a plumb installation prior to grouting. Install screens in accordance with manufacturer's instructions. 3.3 TESTING t Y Jy, A. Operate the new screen for a minimum of eight hours to ensure that all clearances P g vibrations, tracking and motor operating characteristics are within acceptable limits F . Test control functions of control panel to verify operation in accordance with the specified control sequence, ssjtS�;r4 Al 1. Coordinate testing of screens with testing of screenings conveyor/compactor, to verify proper operation of these equipment items together as a system. F. : �,;t.•=.«• B. Manufacturers representative shall inspect the refurbished screen components and iry .y�,;.a;{ �,;. installation prior to testing and start-up, and shall operate the refurbished screen fora CS-4199-00 11330-5 MECHANICAL SCREENS {` RO—3/19/01 �y S,.F S:N' +•��i r(F Y't'..,..— , ,.�s 1 �' s7.{'� r. s. '( ..is t .}. i ', + :y( t� :,`rt 4s�t,�$Ay'LdsA(' ,�t�'r',�aYI{;w+Nt•^ qty .y. �� , �;r� ,f.., ,,a . , �� ,J - ",s .t i� t .ts �`.t � t ' F;i� e 'f ,'i i�,r...;x,�r.,;..R t`•,i:�.�h n. y,r t$.(t"3' r +t't trt,.tiF'v, qy. ;.} 'J ,�. ':}. + + J S rH+,fit„�rt•:,<..ft;.t:'th. C%s••. ..�,�, ".S V. i r' .Qtr iJ t't'�: rr ..i �•: s�': U' , s � :.i t .s� +`t � H +r. ;:Q"?n's' '[ r c�: ?, F .s� •i `{„ i .y�i'r,' T ��s 's J' tt 's,� ,s 7 ra r r < ,�tia'�°�. of !yl Y,jyb t .w nstJ •1 �_ s , y r i �J 1,yn i� ,4s i�J'4� 'zN�i33✓l�• �, t � L� �dl({{k.Q �?r '• M1,{ ✓-; 4(t i.l.f' S' t1.• tk;� }A 2'. A'(ck ; [{ s�{t4�t�1 1::Y S + 5 7 4r 1[ 1t )1 j.��ttS* i:,+i t; ¢r tr.•s,.'f!°rair }".Y l''f '} SJ"'`,y� "SYt• p. i`-'�';� "� `'�'1 s� 5 } 2 ; . :F �S{t ,�� 4�} i q,� yf r. �,r _, yy►►'x 'i" 't' ,x,s..'E`{al,„=:�i;t''`a�•�S�'".sr��vrCr?!t'�,`M,�n'i >,9:`#�` °l fa.tl..et'�{ r�' �,t> r r,: ":,wt y. ;t' �•..�'j`,°,:,73rY� },'.t+�s?;.'::•��,;f�Yti�;i�x4,�nt fl,�p:t„��J'. ,rz,� a '�J. ��7a� �t y�'�rf �G(r•n�"�1,eJ.,,�,EJ J..r} �i't t�A 5 r t.. i t �a '{! .t r � +`ts.a ' d ':F. t S t.�sf. {,Jy f �'4�y' �l� A L. .'f 17,i �,°:�a�r�,?ti�.¢c��tS.:.tS�'x x*t1,I�.3 yT�..^.'yt, ..7r 5' �. a t{i ..s, '' t ¢t.,t.,.4.�N,✓;?..: {t Y:iA''zt 4 1t 3.,�.��E3t'tet„ :y�,j"�:gF 4¢d' r..i.. °� �1 's + i A''r �'� j tF ,�k�5 •S"x'.��,y,7' Y ` `�(;.t'?1 t4)'# r / :� :c s'�Y s '�t r �?+f:J:�F3�� ¢��.r.,r,�y,�,yytb t�, ,iS:'i1 r ib'td',.^di.,"<'•"!f1 n t !Y,*.r art.36. .Ih e fit,}:i,.^, r'e:?�"."ax'.'tA+{�,. a 41;' .tt �.f t: r. !r ;.1 ..'�l, v;�`5`3 ''"„ } ,j n,tny��I,;,:z4l,r. •.7rsx.;�.�� i �i" 1� .�h� 'j �.::�#.;- � ir�.....�i. -',t'a ;a}4�•, .�S`t,75:c +1. y �i/ral i r< tr." si. v5J'f,,+., ^,d i.,� bvr .,:ji•+ ..iy t,tf(,,.. '4l' +��' •SY ,,t. �i. n ,.,r F� Si �a)f'.e€c{•�+�;`1'r..• ,e,4};. y .�r c:;s�'�;,d•.r,,,i.;,,, ..tS+ ',�`. t.�,l,,t t .S� .�..:5.`t ;� t6t''C' ,a v �,F?�.�.t�`' .1, i,11 rt;t a�.;�;,.t cr+��"t.,P'�' ' �+.,,t�2.L1�»aY �t�'I�tiitr,al.#�:�+,......4ttw:�r.,x��j:<.�.r!.'r f.is;:.f..,.,:t;<:..,,.u.;..,�...�.«,.:,�titw.:�iJ:wny:tYizi�.�nr�ar�v.h a.w.+•.,.aa«:�.:s,�:';t::r.,...r.,.,.�c�Y�'ti:swsa:�ta;y.°�.«,di`�Y„Y.,:iwY.«bti...�S " 1 'trl4 ySlo i� WATER POLLUTION CONTROL FACILITY EXPANSION � ' � CITY OF JEFFERSON, MISSOURI Will > s} minimum of four hours to verify that all clearances vibrations tracking and motor ;tlt operating characteristics are within acceptable limits. 3.4 START-UP SERVICES Est: ' A. The equipment manufacturer shall provide the services of a field representative for a v' ' total of two trips of not more than two working days each for start-up inspection and for :F> instructing and assisting the Contractor and the Owner's personnel in the start-up and 4a proper operation of the equipment. ' END OF SECTION 11330 { .. �YtX'� ,T a t rr t 4' C54199-00 11330-6 MECHANICAL SCREENS 3 RO—3/19/01 .t y }<' .�' la•�� <•Jy y,.rrc r�,� ''.•Q�, 1, 4 t +�q(#Ipji► 'gMMT�+tt`�^'T",1{r� �'f('��'1�� Yt{ t t' OT #., h,St °utf rt' } y,; �• A�•; 7' � a p tr J4t et�,y r<s9� 11 .+ Yd e � ° •y.x'. �! ,s��s,� ri. f�'+' ��"., t�C%� A' t��J��d C�,t'. t i (`L }+ •. ,r,,,y �_��f$�n��+i?r,�'�.'t�L7 �. �y��:�i�iyj�S� 1� 4' 7+�, :n.r, 7,�f��y�{Y�,�+��`nq"cit"'1'� •�t,+{j,��.(t��'6 t , Ll o•;^,�dy�'R�f %�' �l��y?i' �p�'4 '�� y � �•",'iA:".r F. V JfY ��r• r t "fkt �t :f 7-g f sa t";r<..X"z7 b to��u S� i S% ° i'i .4' .i*: j' a Fir k• vt+y�, w ` .� :t � f t. � ..,�"�i1' >uFy�•,,3t�EJ �i�• � � F:'�M.� i t >ft;r �sr s + a,r q r •t z Y {Y..��,, ,pJ�yp ,c't t Y'.Y 't 3h'.t yF r„ Y z pt' trr� iix y�y�'.d'ti ,},P:"ic:°4`a' • y�.i+:��i. Lx dj�. ...'E k�1�A 4'+jp `t.`F�}tqy{ Ft. ..a'i"4 5 1 Y Mill' { �.>`!° Y `' �i � ��`„t;� y f''.• ir � �y q tY �{ r`K y`!4� �r rtt..»�'��Y["y ��Yr ti r st v !t 2. �1 r4: 1 .. j i,.r t •9 t �, f } if Yht ` �}:Y 1 j£ Yk ;A WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI "°l t N r SECTION 11331 -BARRACKS it PART 1 - GENERAL ,t 1 1.1 RELATED DOCUMENTS f 1 � . Drawings and general provisions of the Contract, including General and Supplementary g Conditions and Division 1 Specification Sections apply to this Section. 1.2 SUMMARY A. This Section includes a manually-cleaned bar rack for installation in the fine screen ''` " ?'. bypass channel. t 1.3 PERFORMANCE REQUIREMENTS i A. General: The bar rack shall have a flow capacity of 30 MGD, and be designed to be installed in the fine screen bypass channel with dimensions as shown on the Drawings. t;ss'a'i' The bar rack shall extend from the bottom of the channel to the operating floor, and shall be inclined 75-degrees from horizontal. 1.4 SUBMITTALS 5?�.•. i.'r77 »� �ip%7e1;•f � 1I{{ A. General: Submit the following in accordance with the Conditions of the Contract and t' z • -'� Division 1 Specification Sections: 4i jjjj r e 1. Shop Drawings. r tC l rt i 1.5 QUALITY ASSURANCE .r' rt At p •`.,4: A. Manufacturer Qualifications: Manufacturer of the bar screen shall have not less than ten installations of comparable size in operation for at least five years. PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Subject to compliance with requirements, manufacturers offering products that may be ,s, h' , incorporated into the Work include, but are not limited to,the following: C54199-00 11331-1 BAR RACKS RO—3/19/01 rrt�tl,,A ,• ..y, �+».wwaw�w+ro.M«....`. r r ;---.t ww vtxrww...+�-+r^^ m-n. r r Vt��t} r ;$ it�{.�tr� f� rt,.r.+.r-^ f t ,,• ,': ±+wgawylR�cNk4. . 1,t �,. t , �.fj�t. bL. .7�Wt�i �y}�, •{� ! t.. ,''i s t � �'� rr t �:t 1!k a �< Y ,dp... tt, S {�L�x2,!��X tr.i5 Id>t4 tf'i�• ,;:5. � .,at.y�-t'}.� .,5 s.,5 p r....t .:( „ }.c t i � ,i t .`t�t ,t t. a. t :,it 7.,.,x.,,,.�;y§,.� ,i,..a,,a'.a✓,iSti it f t.t ?+:' t' ,}'r.�e�;tr rt .y 4�1yy. '' S �,•: ,tL t ..{L t t. ;. .1 t. qe;{' s�J..tc. `�ta Ndxki Y� 2.°. r, {'•-„ri �t�t. ..i'1: ,. .., �.€.,�'� t , t' r c t 1:• tt i;.z.., it ,�,,,.. . �;� .Yh 1+ �; f s C x„ .tA S.t-,, rk .i t ttt 1 r t , r:' itf.?;: '� .§ .,:t t`•gr.d., ;tr,{�"�iYrit, a. f..,*� f F° �.YlN ��. ..r_;;c,�+.t. al'. � :i. r r r .,•1 r ,4 1 .Y 2t � t :1.��;,�°}1��}'� �jn,'>,,. y7', iti .t.�t �•L,L{, r: �{i .r dry,- Rty"g.�,� 1 „ I fy1: i t i V i a ..jt. ,'> 1 1.7�.�1v�'7{�y, tfi 1'�.,:1`•'. .,. •a•��'in..T+,tri��t 0,,. .t. ti i" a i. t 1 i ..'r .r r ?° �t” f .,: �,t l t r i:r ]�,.r �r4.<I jt '.e,' :IY:Y! .y. ��JTt' :,�'. �.,k.•:''4,rt ! o-. c.: .! ..t ' 't Y '1 {. �:1'{,� S! /s-t'�fi ! a{, y ti+f.;o,�t 1E i 4. 1! €, .t,. tr s .t r" r t k�: r „t; f” t t , ,i":'} .<f. r.k..rj)„e,t',.3r;.Y.:,'}:•,f),[tat,�rq'';y'i ,'('rkF1 ar. ;,F t + t :St:.,.. ,.a. 7 , � :, t r, t. .i x,; �• ,� �72 z<f yr, 3.,� ;;:tr`y t t L.• SQak; n,,. 7 a'><:IS�an :b i :`'? y.., •;ii,JV' .lFS`. 1 J,.' ifi ,;•t_,tf, ; }1�f61? •tg 5t•J }"ai."k 5 7 ;. 7 ,.4 a -!. .•,; a:Y., ,f°i'J'�,L'_en.••y ¢ .s_'r�rs •v, 4 f.. '+ •Pt S`. �i:l.�S h,".,tts.(�. 't£:Ar•a¢'?,.�/ }�'1-'.try � y di,i1.ti7;"� .> h�:i.k y,f}pp ,, Fi` � �13�,`7n',..C'•gtr r-yry ,i{, .r j i' 7 1' Y,;:',t' t 1 ,.. ! , sht n .{y .�ru dy.,r t� <�,s`tz' J.'T:.4s..5`j,`!.^, �.[[�� . y /ya„�'� r'S r 1:;:'.i w4�';n.'Sv}'k. ': -(•r �}r}! E.. y? . d t �`•Ji.vSU .G:�r�rj��'i5 ';�iif,:l';�.'� �:7•r�t' sfY-�t� �tyk.3��.6 ir5A4i •kV.3, ^+">.sY.i 1..,� 1.a.Z r, '�, 4•F}• g, •o-'t+V � .SA i� � 4,S1��'1�`/ vtTC{ ''�} aeHZ s ;t '[ T •t .!. +• '•� 1 1k + +� ,t. :k�TCiP •:�5 �,•� �� i �' J'a '�b��l.YlE�t�Tk'�MSY!*'�!LW.51�ir.�tU6'M4Aenze.sr.:+diii,i>...,•.rv...i'.,u�..._N.. ...w+N,+w.+"+�I.a�.J,`.te zsc,*,tw•ra�kM ttt+.,fi.�?Y•i.i,��v..w,......«.,....+, ..,�,5_.x.t.,�alwca,i>1M+,.+ii+Atv!!�+.irotik.k'fa1!ri..4.eblilci:et9.�bYdJ� + y4 ,•'1uF,�E�'.(� 1,� .t WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI 1. Headworks, Inc, �x� r s�}• ' 2. U. S. Filter/Envirex w :' 3. Vulcan Industries 2.2 MATERIALS " A. Bars, Frame, and Anchor Bolts: AISI Type 304 stainless steel. ;; \ B. Fasteners: ASTM F593 and F594, Alloy Group 1. K ' 2.3 FABRICATION 'f A. General: The bar rack shall consist of 2-inch by 3/8-inch rectangular bars with � f ith openings between bars. Bars shall be supported from framework and be readily :y'm � r. removable. Vpr ix fQt a t`.,r.,;,5 J` PART 3 -EXECUTION 3.1 INSTALLATION �V f �'�hF y�'1 i,� t�'�t lY I• A. Install screen at 75-de ree an le from horizontal at location shown on Drawings. g g g � Jas, Attach framework to channel structure with anchor bolts. c END OF SECTION 11331 � s f. .�; +1[{irfpV0 tS,f't'�'{{. IN gg k'%�Ifs' • � 4,i�•� H r� 3 C5-4199-00 11331-2 BAR RACKS x y RO—3/19/01 is v , a."•,..1't'tr �iX,ir�'a'•�e• 5£Fr''!.n'1l'(4 y !"Y wf1.c;'�°'' 7.�,.t5( :!< A j, �•.J. !y or,.� P S{fr � �u.$lYi�> c!� i fib z,'1.s t � A , �tv��¢r�`.,7,•r.'�'!�•�:p��,1 ��.tl> �frfggt'� �it,u'<�y}+7?�;ril`,✓2 t'r,f'�f'd 'r>Ft,'�;�(;,,t,` t q}":,+,h: r, l,t;},,4'. 7i4� '�>.Y;;ti{9f,, s_�.�'Y=st r.,r,. �'�:,+�r�;t;,;�;�.v` :�5.�t$�d. �f •! , r {++ � '��,! 1 74 ,y+3+! , �,y��jr, r......��u�'�.'r�xv.F .��1sA.n,.brt,�:ej).7{tt.n sSt.F 4s,.,;;';,;�Stfr zaf:r��•, t .1�r•:.t f�, t�;1'�'r �r J J+7�1 a .. •3 �+ 's t m �.3 } °�r < s�Tr< '4, +c 5° �u 1 t r i 1s � w � f ! , x"�`�3+tyl^« �t;'•7. :Yr;. }Y�.f �"' .Al1'.}�;7��{;YO 314'. i .;�'�!{,$,r •�",�''11 •fh+,is�''`� .�.my! ,t �;}.,.,.,�. 'TiG�,+�Li.� �a,:Ipti�.,i.4K't^1�:'�,•�°t4 �'� f''1. � J p ^` �. ?�'r�}� y�t r y^+. �� ! J4,i ..A Xy F'Si't y.' t'�•';',;v.j11y�?�xNj".£•p 7,y`t•)Kr .4'!7"..v;a4 •)P.St~?'✓'J"+t t�..r;r'Itj;;l,Ys;;,�i„a�b }:;Ai.M'1 i: .•r1. la .j. •;r S' +� b �� •s}. r;' :r �,>;��77, 4,,r,;;i�7.4� b.7��r!,t se i'�: r s �iz,Y,;;�1i"�vb at,<J,.�+, ?�.'l ''�. f.��Y I >f . ,. 4:w k .1 Q' t ��ee j ?.•.x.5�"di •, �'; t ,.{ . t;`qg„^s "�i>{x••-M ' y,. s: •.t` it;'i` ?dY l`,t,tm ..+;1�."Si`{.{y"f. n;llp',•�.•Sn'�tFr'x1.�.!'31yz:;t9�'!:,'t! '�4:i),'.,: •.;..�¢� "�s etm.T�'. tJ •EYyt•;d>� stfr '.:a'l;«'i1.�3.lr,at M y'.�•.Jj�w rat• ��....,"d.t ./�:•Y�J,•�fs,lAn;r?4�i:',+s'i;,,5t^vY ,,e.;.a?;�'::§"Y•"i"�C,nf isd Ts,t f,,d Y y r�. �,;st :r'� i? '+`' e• 3'i' !.;� ;'1- ?-✓u'y%�[�;*ss ,.w`�.�,}t II��. k �',� Eyiy" y '3'`�lp}'s}}�}: ❑ t.p'1,a-.n. ;. � 'a� t>ir �'�'„� 47 Y5-.x,.t;?tt^!ti^t';. ',y3.4, r�. -, 'y...tn',.t:,, � ! '>, i. d iax�t 3 t"r� f�'i�'a, ,$y±� 3tX�r��1`rM�r y '.•;t,l.J ah�'{�r � it�' 1 + t t' " 1 -�ss�47.e`'y'';,.r�,.aynJh., st at{ � aJ t: t'.1 .J r.5 yi.T.1�. �p�ru(°idle °��+�pp�:�� Y ' .:. .. ..r• : ::-.,'r. ...n .. ........... Yom... t . tr.....il.ry:......,r .. -. .. .......... r ... r .. . !r i WATER POLLUTION CONTROL FACILITY EXPANSION i CITY OF J EFFERSON, MISSOURI ! i SECTION 11377 - SEQUENCING BATCH REAC''OR EQUIPMENT ls I PART 1 - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. z;<M1w!r 1.2 SUMMARY ° ° s r""• --� A. This Section includes the base bid for the sequencing batch reactor (SBR) equipment consisting of the following: piping and supports, fine diffused aeration system, blowers, ! decanters, sludge wasting system, valves, instrumentation, an d control system. B. Related Sections include the following: 1. Division 11 Section 11310 for submersible pump requirements. r tJ 2. Division 13 Section 13420 for instruments 3. Division 13 Section 13430 for general control panel requirements. 4. Division 13 Section 13450 for supervisory control system 1.3 SYSTEM DESCRIPTION I tion shall be a complete Sequencing Batch Reactor A. Equipment furnished under this sec `I -� (SBR) treatment system consisting of a four (4) basin fill and draw activated sludge process. Each of the basins shall be filled with screened and degritted raw wastewater. Aeration shall occur in a batch mode. After aeration, the mixed liquor shall be allowed to settle. The treated supernatant shall then be withdrawn from the basins utilizing a .�i decanter mechanism, and discharged. The system shall consist of tankage, a centrally located splitter box, piping and supports, fine bubble diffused aeration system, blowers, decanters, sludge wasting system, valves, and instrumentation and control system. ' B. All SBR treatment system equipment shall be furnished by a single supplier. C. The SBR aeration system shall be designed to transfer a minimum rate of 40,000 lbs of ;a'? oxygen per day per basin under standard conditions, at a maximum 6,600 scfm airflow r per basin (13,200 scfrn total air flow for two tanks aeratin simultaneous) and at eak wastewater temperature, with the tanks at the average level to be encountered during the rt , react/aeration cycle when the system is receiving a now of 11 MGD. The oxygen transfer by the complete system (all four basins) shall be a minimum of 40,000 lbs in a tY4; 24 hour day at actual field conditions. W 11377-1 SEQUENCING BATCH C5-4199 -00 RO —3/19/01 REACTOR EQUIPMENT d tl t 1 It t f'rs""""+wtaryFd,.p n �vt�rS ,rrli, '+�t'wr''"".`""'..... ,.,,.a.e,•ww,n<...,......,..,._... .. --.. .µs�aArdpry'Sarn:7pL4Nwlsovw*i"u t } o w yy , .,etr.r..e.... t z* 7 ..an.e..r ........... ._.. ». ,,. ..,•.. , ,...,_...•. .. ...,.. ....:..., ....,._ ,.... .,,M ..,.,. ,. ,. ,.s .5...;1:Cr'fi'f 5,ehxk,�,y{!kf ,!C A. t r , WATER POLLUTION CONTROL FACILITY EXPANSION ' CITY OF JEFFERSON, MISSOURI i D. Blowers speed shall be controlled b variable frequency drives to adjust the air feed rate p Y q Y Jav::, to varying process requirements due to changes in tank level, mixed liquor temperature, and oxygen uptake rate. One spare blower shall be provided. E. The system shall be able to operate with one basin out of service, while maintaining Food r Micro-organism ratios and mean cell residence times within the endogenous respiratory phase. F. The waste sludge pump size shall be limited to a maximum design flow of 300 gpm to prevent hydraulic overloading of the gravity sludge thickeners. � ` ,;:•,., r . I G. There shall be a minimum, non-operator-adjustable, 30-minute long time period for settling between the react and decant phases. C �'' T. .F+ H. The decanting sequence shall be such that a maximum of two tanks can decant simultaneous) arranged in such a manner that only one tank on the eastern effluent Y� Y manifold and one tank on the western effluent manifold are decanting at any time, I. The design water level in the SBR tanks shall be 15.5 feet above the bottom of the tank. The maximum allowable water level in the SBR tanks due to equipment failure is ``_..,., t„tt•,=,. ,°.`` 16.5 feet above the bottom of the tank. The minimum water level in the SBR tanks t i shall be 11.4 feet above the bottom of the tanks. �,•t '.t'ti' , .4 1.4 PEFORMANCE REQUIREMENTS ;`,.••.'•' `" r`,; A. Design Influent Characteristics } Parameter Value Units Average Dry Weather Flow 9.1 MGD f. { Annual Average Daily Flow 11.0 MGD Peak Hourly Flow(dry weather) 20.5 MGD 'j Peak Hourly Flow(wet weather) 60.0 MGD Maximum Daily Flow(wet weather) 45.0 MGD Average Daily BODS Loading 19,260 lb/day Average Daily TSS Loading 21,500 lb/day Average Daily TKN Loading 4,600 lb/day _,, Wastewater Temperature (max.) 23 Wastewater Temperature (min.) 12 1 B. De; *,n Effluent Criteria '# k' ?aram(eter _ Value Units }t 1 10DS monthly average) 30 mg/L : Ft:`�s� ' f2 � t3OD5 (weekly average) 45 mg/L 'r5S (monthly average) 30 mg/L 1] ii C5-4199-00 11377-2 SEQUENCING BATCH RO—3/19/01 REACTOR EQUIPMENT 'FT t�+gpgra 7-1.111 Kw (�!�TS+:rbKwsKe 1417.an+1 o.,.,w,+..,. -ir ,,.we+zcn'M1xwr�saru''agtr.:tvR:n;'Proaav .«« *.«mom+w+rau+rKav4tanarwa•..v..--t—' r,a' .'"`"-,Y'"' f ,. t,"tj'•' f 1. j 4 r'+'1� �r 1 t ;t ?sty' �'1 :r }tiyk�}� ;� '•{` t.r L�i �er }..t.•r� } .,{. }t �,'} r t ,_7to7sxY� � '! I.�R }�s r" 17 .1 tr .` ,J r�� *��1��4.�IFy� ,t� r .>� '''i`'••t *, d }t Q•t,.r}r� !r ty. tEY �� t t a ..,.a:....,.......,:rw...;..,,r...u..,..:....... ... ...,.,,..,,.,.., t': .<s.. r.»�.._..., ................. ,,,..r...u...r.,... .....__.....__ .. ........,.......... ._........ . i ?ii itl rst x '' WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI r Parameter Value Units TSS (weekly average) _ 45 mg/L ` a r pH 6 to 9 C. Design Blower Inlet Conditions ' iZr•t tiG'sifiu:� 1. Summer maximum: 100°F, 50%relative humidity i 2. Winter minimum: 0°F ,`;'`s''`"'i,< 3. Elevation: 560 feet above MSL '' }3' i. 1.5 SUBMITTALS � '�; s r, A. Product Data: Include rated capacities; shipping, installed, and operating weights; dimensions; furnished specialties; and accessories. For the following: f1. Pumps. 2. Instruments. 3. Valves and valve actuators. 4. Blowers, blower accessories, and variable speed drives. +;�,� ;<�.�;.'�: •�., 5. Aeration diffusers. '{: 6. Decanters. 7. Control devices. r ��+ L'Y ' B. Shop Drawings: Include plans, elevations, sections, details, and attachments to other Work. Include equipment arrangement, piping arrangement, and wiring diagrams. :1 Show necessary modifications to structures from those shown on the Drawings. ' --� C. Design Calculations: Include system sizing calculations, certified oxygen transfer calculations, complete description of proposed operating and control strategy including cycle transitioning, cycle descriptions and times for design, peak, and peak hourly t ; 7 *hips flows. Variables speed drive calculations specific to this installation shall be submitted u + rt � P P showing total harmonic voltage distortion of less than 5 percent. `''"+'" D. Test Reports: For factory test of blowers. r E. Qualification Data: For equipment manufacturer to demonstrate conformance with ` if}�rA Q A'. Quality Assurance requirements. ,5. i F. Operation and Maintenance Manuals. ;WJ 1. Submit Operation and Maintenance Manuals prior to making application for payment exceeding 30 percent of the Contract Price. FM G. Warranties: Special warranties specified in this Section. E h�Y��Ypp C54199-00 11377-3 SEQUENCING BATCH 'j:'`4'' RO—3/19/01 REACTOR EQUIPMENT ; 7yrJrl CRY th' t gvAaa at1777 t J}'1�Y,P,i(�a, '�. iif3irn: f �J`•,S :'t , :{4 .p rJ r sy, �.:t , ti;. , t a �, y -.i { t ix !y J�# i. v�iiY tt}'�",7 ..3�':. t7. � yl t �Ltrwt r •.(t Sti• Ss�a�: "1 +' ,a~• �M1cf l4 a'ax' Kry( f;r�- .,�,� fini�, +��i�r �;r t��1t t 1 /4..,+ f tr'. .�(, ._..�,. tfx ,t 7. :t ' �= s .a �`a :t �' '•i s °ti. .is ��_ f1'r,ht bii {fit iyr;!, �� .. fy .?�4."� f 7.e!•1� ti ri i t .{t .y l ' � t` t`� i t , t�.i i�y f �fS�f ad ;4C:��.t,.,tr�,„r�S#: 1 t ,, ,t 'S if ;�, 4. „t . r::•sk {.. V` d,` .EY 1 a i,:U`,'<"y...�Y�i6 •n��c� �'`�� '.'�t «w.R,..ww...^,..,.......,..._ ,..+<.w...n,:ckr..+e.,.. ...,. .».«. ...1.........a.,,..,...._.. n.. .k lift , i WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI 1.6 UALITY ASSURANCE Q ' A. Manufacturer Qualifications: Manufacturer shall be regularly engaged in the design, manufacture, assembly and production of sequential batch reactor treatment systems, and shall have a minimum of ten installations of comparable size in operation for at least five years. 1, Blower Manufacturer Qualifications: The blowers specified in this section are t Q P intended to be standard equipment of proven reliability as manufactured by a { reputable manufacturer, regularly engaged in the design, manufacture, assembly r and production of such blowers. Manufacturer shall have a minimum of ten +h4; installations of comparable size in operation for at least five years. {k 1.7 WARRANTY A. Equipment Warranty: Manufacturer's standard f orm in which manufacturer agrees to t:..• Yy y,� YL f.. repair or replace components that fail in materials or workmanship within specified r warranty period. M•.1;tyk. 1. Warranty Period: One ear from date of Substantial Completion. Y P tiir k ti,1 Nr 7,;},mss B. Process Warranty and Bond: Manufacturer's special form in which manufacturer ! guarantees that the treatment process will produce the De g p p sign Effluent Criteria when . r operated properly under the Design Influent Characteristics; and agrees to repair, modify or replace equipment and correct, alter, modify or change the treatment process t.,+ se<: i-"?}':`` '.: to enable it to produce the guaranteed effluent quality. A Performance Bond in the amount of 100 percent of the manufacturer's price for equipment and services shall be given, naming the Owner and Contractor as obligees. (':'t 'z �ar,r,.•),�+�b"A;•"' 1. Warranty Period: Until treatment plant is placed into continuous operation, ' reaches equilibrium conditions, experiences wet weather flows up to the 60 MGD eak hourly flow or this flow is simulated to the satisfaction of the Owner and Engineer, and meets guaranteed effluent quality. 1.8 EXTRA MATERIALS101 ; N ' .: A. Furnish extra materials described below that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. r +� 1. Ten aeration diffuser assemblies (membranes, holders, and retainers), 2. One set of air filter(s) for each blower. 3. One PLC input card and one PLC output card C5-4199-00 11377-4 SEQUENCING BATCH y . RO—3/19/01 REACTOR EQUIPMENT I,y .,(7S'`{'WSt""nfhM'�"+ �7c�urtrY.(M'1►rr.. -^r.... ^H rwv,�,rHUayr�tAtl7.ArtgN�++4n x=. ..t..v+w Mr.uawtxfr� t}'^ `Y""' Y T,I-ST i 1 y t iS65fDB8L�'khD i i 1 t - WATER POLLUTION CONTROL FACILITY EXPANSION I CITY OF JEFFERSON,MISSOURI r n PART 2 - PRODUCTS 2.1 MANUFACTURERS ; A. Basis-of-Design Product: The design for the SBR treatment system is based on the Intermittent Cycle Extended Aeration System of ABJ Group, Sanitaire Corporation. Subject to compliance with requirements, provide the named equipment. p ?��InSti 1. Subject to compliance with requirements of these specifications and plans, manufacturers offering multistage centrifugal blowers which may be supplied for . t the work include the following: ` . ' 'The e Spencer Turbine Company {{ b. Lamson Corporation z C. Hoffinan Air&Filtration Systems d. Approved equal r= 2.2 MATERIALS AND PRODUCTS A. Fine Bubble Membrane .Aeration System: r� ,,07 1. PVC Materials =',•1';': ' `� a. Provide PVC lower drop pipes, manifolds, and distribution headers as t r: shown on the drawings with a minimum Schedule 40 wall for 6" and larger sizes and a maximum SDR 33.5 for 4"diameter sizes. Schedule 40 material ! shall comply with ASTM specification D1754 and D1785. SDR material ,t; L Git 7I i shall comply with ASTM D3915 and D3034. PVC shall incorporate titanium dioxide in the resin to minimize degradation from exposure to r r ' 1 ultraviolet light. b. Join sections of distribution headers with positive fixed threaded union or p i flange type joints to prevent blow apart. All underwater joints shall be j positive locking type. Push on, bell in spigot or expansion type joints will not be acceptable. Threaded union joints shall consist of a spigot section solvent welded to one end of a distribution header, a threaded socket section +;; r solvent welded to the mating distribution header, an "0" ring gasket and a threaded screw on retainer ring. Solvent welding shall be done in the factory. Flanged joints shall be of follower type with stainless steel J hardware and shall have standard 125 lb. drilling. C. Fabricate distribution headers with diffuser element holders factory solvent welded to the crown of the header. Attach diffuser element holders to distribution headers to resist a dead load of 200 lbs, applied vertically to the outer most edge of the diffuser holder. 2. Membrane Materials t. a. The diffuser membrane shall be EPDM perforated with slits. Thermoplastic materials such as plasticized PVC or polyurethane will NOT be acceptable. C54199-00 11377-5 SEQUENCING BATCH ' RO—3/19/01 REACTOR EQUIPMENT `. `��t ?t�fy 'r 4'�.�'ikc>ATP,'^R'X31t'7Y1^^1".w�•. aiclw.;fuH't '..+sM�'.. '� ..Kw.rxw.tysA^• i 7 r YY r i }yiM i i''(}4(rr ,,1 i. ', f'. .1 j .tlls M1F."kHf(-11?'lt tlt l jiSr xj�l ' •,r ;.?E�'_''�' ,S .1ct ' � � 't r 7'� 1' r t' -`...':^t`<e 5�x:'+,,.;'t`4"'°4: }.slt?',�;.,.- ,�ii afy 1 1171 t ,r) K f i y !c r 3' :i 9 x r !•y.,�l t �` �`ii�z !mot 1 S^. �} 1 r.l,f ..i'. 1 ' ff tt t �u!P.��1 t {•. ,`� Y #.vrWS+d.,.v .rYLF,.!�rtt.,t�€"C IYIrFA•st ' ?I ti 1 WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI b. The membrane shall have the following minimum characteristics: ` { EPDM Base Polymer: ;.( Specific Gravity: 51.25 } Ozone Resistance: Pass; ASTM D1171 ASTM D2240 Durometer, Shore A: 52-65 Point; A Tensile Strength: 1450 PSI;ASTM D412 Elongation at Break: z 500%; ASTM D412 �i ;x Max, Compression Set: 20%(23°C,22 Hrs) 40% 70°C,22 Hrs); ASTM D573 `�''`°' ~wt C. Membrane shall collapse to form a seal when aeration system air is turned off,preventing solids from entering the diffuser manifold system. 3. Diffuser Assemblies a. Furnish diffuser assemblies consisting of a diffuser membrane with integral In gasket, diffuser holder, airflow control orifice, and retaining device. Diffusers utilizing ceramic or plastic type diffusion media elements will not -- w be acceptable as alternatives to the membrane disc design. Diffusers that require a center bolt to limit membrane deflection will not be allowed. b. Furnish PVC diffuser element holders with an air plenum chamber below } the diffuser support plate. Provide a mechanism to attach the diffuser to the holder. Element holders shall provide complete peripheral edge support for the membrane diffuser element. Furnish retaining device to securely hold and seal the membrane diffuser to the holder. Design diffuser assembly and } retaining device to prevent air escape at the diffuser element-sealing gasket interface. Provide a method to vary the applied sealing force between the ,.; sealing gasket and membrane diffuser. Sealing method or retaining device l shall generate a minimum of 50 pounds per inch of circumference of the sealing gasket to provide a long term positive seal and prevent air escape ? except through the active area of the diffuser membrane. yts C. Provide screw on retainer rings with a positive "O" ring seat and a minimum of 2 1/2 complete threads for engagement. Threads shall have a k L minimum cross section of 1/8 inch. Alternatives utilizing a tlueaded nipple >- ., •a;"'. design for attaching diffuser to header must use stainless steel nipples and ;., stainless steel inserts molded into the PVC headers. Threading the diffuser } directly into a hole tapped into the header shall not be allowed unless the #�y4��ti OW header is a minimum of Schedule 80. x, X49:r•+ ;r. d. Number of Diffuser Assemblies: Furnish 5,600 9"-diameter disc shaped ># `: diffuser assemblies for each tank. Maximum spacing between adjacent � ; � r diffuser assemblies in any direction shall not exceed 4 feet to prevent solids % tt, ' deposition and maximize oxygen transfer efficiency. u f` 4. Drairiline Sump and Airlift Purge System: Furnish. one PVC drainline, sump, :} airlift purge eductor line and eductor carrier column.to drain the entire submerged p K. 't � aeration piping system for each aeration grid. Construct each aeration grid with 5 SEQUENCING BATCHf 11377-6 °�- C5-4199-00 REACTOR EQUIPMENT rr . RO—3/19/01 e1N �� .. .nrr.,awsernn�StcSSrUVW�xsin�!°a'""` ..•,..+«n�vrtwrr++erwrTOh�t4ti9,lNF3,EW9HNS'e+l+�w•"""^ Y y.t;�):3+.C�+�.A "±)r;,��k• e.o• Icy? '1 t,��' �1.�'i rf,,.+T}�..ww.-ww` .S l �� :• ' �.i { , .. .rv. ° t.: t j�itr t'.}r# r3,1Pb£�•Sk 2��Rf�}Y � .taai^� i ' 1 i 1 r A WATER POLLUTION CONTROL FACILITY EXPANSION JEFFERSON, ` CITY O F 1~ JEFE , MISSOURI ' j r an integral drainline terminating at a sump, The sump bottom elevation shall be ! the air distribution headers and drainline. - . lower than the invert of i 5. Continuous Purge System: Furnish flexible membrane tubular fine bubble diffuser, diffuser support system, and purge line with fittings to continuously evacuate condensation from the entire submerged aeration piping system for each aeration grid. The flexible diffuser shall be 26" long, 2.5" diameter, with PVC frame, and have a 3/4" male NPT stainless steel nipple. The membrane shall be secured to the frame by stainless steel clamps. The membrane shall collapse and seal diffuser tube watertight when aeration air is turned off. The diffuser shall be �r� �,.... secured to the tank floor with two adjustable stainless steel support stands on either end of the diffuser. The diffuser shall be connected to the invert of the air ; manifold with 3/4" fittings and flexible hose. Construct each aeration grid with .h two assemblies ono opposite ends of the aeration manifold. The flexible pp membrane tubular diffuser bottom elevation shall be lower than the invert of the <r � air distribution headers and manifold. x ..� B. Blowers: 1. Vertically-split, multiple-stage centrifugal blowers, sized to deliver the 4; r... approximate airflow and pressure to allow the aeration system supplied to transfer the airflow as specified in Section 1.3.C. Blowers shall be capable of continuous duty operation under the Design Inlet Conditions, shall not be in surge over the r �r ! °°w g range,a and shall be suitable for operation with variable frequency ope g drives. Blowers shall be capable of providing a minimum actual oxygen n requirement (AOR) of 25,000 lb/day and a maximum AOR of 40,000 lb/day over �.a q the range of water depths. The depth of water ranges from a minimum water depth of 11.4 feet to a maximum water depth of 15.5 feet. ' I 2. The blowers shall be of the cast iron multistage centrifugal construction and shall be of the two dimensional shrouded impeller type. The impellers shall be mounted on a single shaft, supported on each end by ball bearings mounted in outboard bearing housings. The compressors shall be built with parts cast from patterns which have been proven and tested on previous units. The blowers, motors, all aeration instrumentation and appurtenances shall be installed in accordance with Fr t the instructions of the manufacturer and as shown on the drawings. All piping shall be supported so as to preclude the possibility of exerting undue forces and mornents on the blower flanges. Each blower unit shall be mounted on a flat and ' level concrete pad (+/- 1/4-in.) in accordance with the recommendations of the ,f �'} manufacturer. The Contractor shall furnish the required piping, pipe supports, r initial operation in accordance with flange gaskets, bolts, nuts, oil and grease fo t the Manufacturer's recommendations. Y f 3, Impeller Housings: Impeller housings shall consist of ASTM A48 cast iron „ Fq#' intermediate sections held securely between cast iron inlet and outlet heads with ".,�.;..:.,..:. steel tie rods. The modular housing components shall be sealed by precision- „i y. machined rabbet joints and bonded with a sealant which can withstand the operating temperature of the blower. Two piece fabricated construction with rope >: packing is not acceptable. The inlet and outlet connections shall have an ASA 125 f�ityfl • „; C5-4199-00 11377-7 SEQUENCING BATCH {;. REACTOR EQUIPMENT RO 3/19/01 77'rai f(i y ti t, clsl 1 f.. ^t w 7 .�i.i yl r t .1`, t .f a 1.,•',hey.;h; �y., �. { ' lA4 a.. i i r• WATER POLLUTION CONTROL FACILITY EXPANSION ::i CITY OF.JEFFERSON, MISSOURI pound drilled, tapped, and flanged pattern, The flanged connections shall be an integral part of the head castings. �! 4. Impellers: Impellers shall be one piece cast aluminum alloy construction with n spacing hubs as an integral part of the impeller casting. The impellers shall be keyed to the shaft. Impellers sha.11 be individually balanced and individually '? replaceable without requiring dynamic re-balancing of the entire rotating assembly to maintain factory vibration specifications. 5. Diffusers: Diffuser sections shall be provided between impellers. These sectionsyy,,"} shall receive air from one impeller and guide it into the next impeller. Diffuser vanes shall be an integral part of the intermediate section casting. Deswirl guide vanes shall be an integral part of the return channel in the intermediate casting. z 6. Shaft: Each shaft shall be of sufficient diameter to operate below the first critical y speed and be fabricated from high strength steel. sktNr; titty " 7. Bearing Housings: Bearings shall be mounted in cast iron outboard bearing housings designed to isolate the bearing from the compressor temperature. Each bearing housing shall have a bronze labyrinth type insert in the area inboard of the I` bearing. This insert shall serve as a back-up bearing and protect the bearing from b I<:< external contamination. Each bearing shall be equipped with a temperature RTD r:Y and solid state vibration sensor. '> ffi:;:` 8. Seals: No contact shall be allowed between the rotating element and the housing, except at the shaft bearings or when special contact seals are provided. Either .� non-contact labyrinth seals with babbitt inserts, special bearing materials, or ;ir ` ;.j carbon ring seals shall be provided to prevent air leakage. r 9. Bearings: Each blower shaft shall be provided with two (one at each end) grease ;:. ' or oil lubricated anti-friction bearings. The replacement of these bearings shall r not require disconnecting any piping nor disassembling the compressor casing. Both the inlet and outlet bearing shall be sized for a minimum expected life of ten �A •.4 (10) years as defined by AFBMA B-10 standards. Grease lubricated units shall incorporate a grease slinger mounted inboard of the bearing to provide a constant flow of lubricant to the bearing. Oil reservoirs to be equipped with sight glass. r.;`.•' }``' 10. Base: Each blower motor and/or driver shall be mounted on a single full-length ;, r' Gr •� j welded ASTM A36 structural steel base. The base shall rest on suitable rubber vibration isolation pads that are furnished with the equipment. The base shall have four (4) anchor bolt holes to accommodate positioning of the unit. Each i ,,..;;;.»;;`•> drive motor shall have a steel pedestal welded to the frame of sufficient strength and height to allow for proper support and alignment. 11. Flexible Drive Coupling: The blower shall be connected to the driver with a suitable flexible coupling. The installing contractor shall check, and if necessary, adjust the alignment of the couplings in accordance with the manufacturer's instructions to a tolerance of 2 MILS (0.05mm). Each coupling shall be covered with a base mounted metal coupling guard. o st Vit"a,r 12. Inlet Filter: The Air Intake Filter Silencers have an efficienc y of 90% on 10 tw t y micron articles. The filter media shall be designed for the max capacity (highest •� F! y i;St ff`1L;tM _ temperature) of the blower plus 20%. The filter media should be cleanable andkf„ ua; ;A '€Sjt,;,, {j replaceable. The filter shall be shipped loose for field installation. } CS-4199-00 11377-8 SEQUENCING BATCH ' fx1 R0—3/19/01 REACTOR EQUIPMENT �{F�w *v.+a+timwmvarr+n+.°.• w•neaxrrr.».wKwra..ca,.+^M.^' .'.a:•avKaxlK4»t'+Mn'?Ut�+av+a!"°'ni .r-^. , r r �e::. �+ l �'” r��(V;�! ;?.��: :4.'.G+r y r 4 j ..}I i )4 ' .t[I. .'t t1 �'^F,`!.��.;`•S�lii �r��" a 1 t�,,';ir{{1.,Prr;i..„; is .t. ..r .ijt r t t t � 1 f.• ;. is^» `'•`ti,*j;r�:�:1'i.t•Y,.a lY.x rz•,,..,sk. �yY, u i�'n,� a ..aFt }yar t�;l.. '{ { sir ..r t �' }'� ) : ++( ,•'t. a txit';rL`u`1`E':J'f`%.t'i��'ray�'y' ��'' '.Y ,Y9•-t�y!t"•{r ,..� r`t ;i:' t } ' �.,. r�,1� tz t� { f,��}�1..'�1:>G,{t,IFai4�`'{.ay >< { yr :IC tHr c�, a, r L� ,{} ,.f' (° r f�. `��a� ��XI!3��rt.77�iG� i��•y�„ t,lfa�A,r �, r ro! t i.:r s ` .,.av ,k k�4�`�✓t��'"liti e� �i��.+ 'E �� aFh"irl��','i }�• 5 .t. :, .., .. : .,' �' .. .. ' 114 it l^ij 'r''' {tto4.l��yrr{„�t�}��Y��y£%*:e�W��!` l,r�� y • :14a; 5 rf, WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI 13. Expansion Joints: Reinforced flexible connectors shall be supplied to mate with { the blower's inlet and outlet flanges. This will isolate the blower from the piping system. The connectors shall be rated for 20 PSIG (20" Hg Vac) and 300 degrees F operation. The connectors shall be shipped loose for field installation. 14. Drive Motor: Motor shall be 300 HP, 3 Ph / 60 Hz / 460 VAC, 1.15 service factor, rated for inverter duty. Motor shall be induction type, squirrel cage design in accordance with NEMA MG-1 and IEEE standards. Housing shall be ODP. Motor shall be sized to meet or exceed 110% of the blower horse power requirement,without considering the service factor. , 15. Surface Preparation and Shop Painting: All surfaces shall be prepared, shop " w : rr^! P primed and shop finish painted with two finish coats of Manufacturer's standard P aint system. Machine surfaces that are not painted shall be protected by coating with a corrosive-protective compound. M1rF4 ,_ 16. Performance: Each blower shall be factory tested and operated under design ;';.;'.. ..,., .., conditions with the contract driver to verify proper alignment, vibration levels of less than 1.25 mils in the vertical plane at the bearing housings, and acceptable bearing temperatures. .� C. Blower Variable Speed Drive: Provide variable speed drive for blowers in accordance with requirements in Division 16 Section"Variable Frequency Drive Controllers." D. Pipe Supports and Anchors: Type 304 stainless steel; adjustable; maximum 8-foot V. spacing between supports. Design supports to allow for expansion and contraction of the piping over a temperature range of 140°F without deforming or deflecting any component of piping or support system. ! E. Waste Sludge Pump: Waste sludge pumps shall meet the following design criteria and comply with Section 11310. Provide with cast iron discharge elbow, galvanized steel guide rails, sliding pump bracket, type 316 stainless steel lifting cable suitable for ;y1::.'{{ >:....,•. attachment to and take-up on winch drum, stainless steel fasteners and anchor bolt. ` ..•`.,� Number of pumps: 1 per basin ` Design operating point: 263 gpm @ 32 ft a`,' i •;' " Minimum efficiency: 70% y ' , "'' Maximum operating point: 400 gpm @ 25 ft Minimum operating P oint: 100 gpm @ 40 ft � r Operating speed: 1715 rpm Motor horsepower: 5.0 Electrical characteristics: 460 VAC 3 phase 60 Hz F. Waste Sludge Pump Hoist: One portable hoist for retrieval of the waste sludge pump shall be provided. One hoist mounting socket shall be provided at each pump location. p The hoist and sockets shall be of stainless steel construction. The hoist shall be rovided P with a hand winch capable of accepting pump lifting cable. The mast diameter shall be v4✓" '�`' ` a minimum of 2 3/8" and have a load rating of 500 lbs. The hoist shall be Halliday Products model D 1 A24B or approved equal. Y j C5-4199-00 11377-9 SEQUENCING BATCH RO—3/19/01 REACTOR EQUIPMENT ,r {{ y vo . R two'^- y +"*•.•.+w,rwM:s:>`-uas+nw...,— ... r.ygwrreronr,.,u:auw z �, , a t •d .. a � fP t�.'li�trt4�� .Y iY tj4�ilj`• t', , , WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI G. Decant Mechanism: The SBR supplier shall famish four (4) decanters in each SBR basin designed to remove clarified effluent. It shall be possible to observe the effluent withdrawal and entry into the decanter at all times. The decanters shall have a 30' long ` trough, and will be supplied complete with decanter gutter, downcomer pipes, and icollector pipe. The decanter shall incorporate a pivoting float to act as a scum guard. The decanter drive decanter drive configuration shall allow each decanter to descend continuously and uniformly powered by a variable frequency drive with control algorithm to compensate for all geometric factors. The normal decanter travel time from top water level to bottom water level is six 60 minutes. When decanting, they =«`t discharge rate shall be uniform from the top water level to the bottom water level. The ,,R.,,, , �. 1 control algorithm in combination with the variable speed drive will permit discharge flows within +/-10% of the steady state flow rate for a given decant cycle time. The decanter drive shall consist of a Duff Norton electromechanical actuator with boot and end position limit switches. The actuator shall have an integral drive motor, 2 hp, 480V, 3 phase, 60 Hz, inverter duty. For maintenance and adjustment purposes, the decanter drive mechanism shall be mounted on the basin walkway providing the 7. flexibility of access and service from the walkway without the need to enter a basin full `y'` of sewage. The decanter shall be parked with its weir elevation approximately 6 inches above design high water level during aeration and settling periods, thereby eliminating any possibility of solids carryover during these periods, Decanters resting on the liquid surface during aeration and settle cycles with their weirs or entry ports submerged below the surface shall not be allowed. At top park position, the decanter shall provide "fail safe" overflow protection in the event of a power failure. Settled supernatant will flow via gravity out of the decanter into the effluent collection system. The decanter j scum guard float shall prevent the carry over of any floatables during such emergency , j periods. The decanter shall be made of 304 stainless steel, and shall be designed for �' ' :;;;`'` ;<•' prolonged service life, minimum maintenance and corrosion resistance. The decanter ` ) drive support and wall plate shall be galvanized steel. The decanter seals and bearings shall be submerged in service and shall be constructed of synthetic material for longest " possible service life. All seals and bearings shall be shipped factory assembled, li f simplifying contractor installation. t 1 The decanter shall not require effluent valves, controls, valve vaults, flex joints, ;;` throttling arrangements, or dewatering supports. The decanter weir shall be always visible from the basin walkway. This feature shall provide the operator with a continuous visual check of the effluent quality. The actuator drive shall incorporate E'^ duplicate limit switches at top and bottom of travel to ensure reliable operation. The limit switches shall be fully integrated with process control time overrides and interlocks, thereby eliminating the potential for blower activation during decant, or ;,,;r;;•t. r during periods following a decanter failure. K. C5-4199-00 11377-10 SEQUENCING BATCH R0— 3/19/01 REACTOR EQUIPMENT a.wsarrwiaa Z•uiixwn;rw�rMnvxtr'«vr,+ „ ••wa.,uo.vuavn•ur.+,.;v.r.,«,..•- .. •r+wr,++raat�,vtX+BiY`tSk'L5'kCt9t*rihN,tUnGuvr,r"^' .,a ✓�Yq C��t. f i 6N ., f.,iE SYtJ t.l f .fir t tr ri f r �ier +1; :t r t r r S i N CONTROL FACILITY EXPANSION � WATER POLLUTION 1 CITY OF JEFFERSON,MISSOURI { - H. Decanter Variable Speed Drives: Provide variable speed drives for decanters in ' accordance with requirements in Division 16 Section "Variable Frequency Drive Controllers." I. Valves km� 1. Air Control Valves: Four 18-inch diameter motor operated air flow control valves. The valves shall be butterfly valves, wafer style, EPDIirI-seat, tight- closing type for installation between two (2) ANSI Class 125/150 standard tKt` flanges. Valves shall have a factory applied prime coat on the exterior ready for � .w.'tY, j field painting. 2. The valves shall be capable of bi-directional drop tight service to 50 psi. Valve z body shall have an integrally cast top plate for direct flush-mounting of power '' `�x' ' actuators without use of brackets or adapters. Valves shall be provided with power actuators. The dovetail seat shall fully isolate the valve body, stem and journal areas from the flowing media. The disc edges and hubs shall be hand polished to a 32 AARH or better finish to reduce frictional torque. Outside i E; diameter of disc shall be such that, when opened, it will not interfere with I `4 adjacent piping. The valve stem shall be one piece. The disc and stem shall be connected by a 316 stainless steel torque plug. These connections shall provide �.; positive engagement preventing blow-out of the one piece stem, shall maintain a leak-proof and shake-proof connection and allow for quick, easy disassembly. , f, Loose or slip fit connections between disc and stem are not allowed. Valves shall s. y f E l have upper and lower RTFE inboard stem bearings isolated from the line medium. "t All valves shall have a heavy-duty upper stem bushing and bi-directional stem s packing. 3 , 3. Valve actuators shall conform to the requirement of Division 13 Section"Electric Valve and Gate Operators." 4. Materials of Construction: a. Body: Cast Iron ; b. Seat: EPDM suitable for 250°F continuous service. r I C. Disc: Ductile Iron d. Stem: 316 Stainless Steel e. Upper Stem Bushings: Acetal f. Inboard Stem Bearings: RTFE Lined Stainless Steel 7 g. Stem Packing: Buna-N h. Disc-Stem connection: 316 Stainless Steel t' J. Scum Removal Equipment: Manual scum removal equipment consisting of corrosion- resistant skimmer net and telescoping aluminum or fiberglass pole. ` K. Process Control System: A complete control system shall be supplied for the process. 1. A complete control system shall be supplied. This shall include: r a. A master control panel with a Graphic Operator Interface, Programmable Logic Controller, Control Switches,and Pilot lights. b. Local control stations for the Decanters. C5-4199-00 11377-11 SEQUENCING BATCH REACTOR EQUIPMENT ` RO—3/19/01 11 1 S fig 1 d�ir�A -' S .'. T.c NtP}M(....."\WV`rq`�"' ... ""'^MN MY.MI:N+}A.1W M..-•"' 1 : ...�yy,, �j, ,. 4 JY.r i , F t � t+k,r t'tt xi...%a:gfr.', at..,i.a r1.+y . an,n, u ov.. .,,.r. ._ ..... ...... .........:,. .. _., .. ,. .. , .,.. .... ......... ... ,.., ...,.,.«..,.uK .P\�+Y,✓',ti!F j"S�`�f r�.'!,I$�s WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI 2. Control Panel: Conform to requirements of Division 13 Section"Control Panels." 3. Control Logic: Conform to requirement of Division 13 Section "Supervisory Control System." w: 4. Instruments: Level transducer, dissolved oxygen control system, and level switches shall conform to requirements of Division 13 Section"Instruments." + l PART 3 EXECUTION " 3.1 EXAMINATION tom. A. Examine areas and conditions for compliance with requirements for proper installation tolerances, and other conditions affecting performance of work. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION A. Install all system components in accordance with manufacturers installation • instructions and to manufacturer's recommended tolerances. 3.3 ADJUSTING AND START-UP • ! A. Aeration Equipment: Clear water shall be introduced into the SBR basins until the diffusers have been covered about 2 inches. Compressed air shall then -be released � ;,;: ,'�•;¢,;,��:, ,, through the piping and all leaks shall be repaired. This test shall be repeated until the entire system is tight, to the satisfaction of the Engineer. Testing will be done by their= t' Contractor under the direction of the Engineer. By visual inspection, air release shall be shown to be uniform for each diffuser and header section. Adjust dift'ttser piping ;;•;t�.f;;. ;r , r supports to provide submergence within Manufacturer's allowable tolerances. v;� y` " 'ry' i ,.'1451,r B. Blowers: Motor shall be run uncoupled for up to one-half(1/2) hour to verify motor " operation and check magnetic center for proper marking/location. A minimum four(4) ; hour field acceptance test shall demonstrate that under all conditions of operation, each unit: has no mechanical defects; has fully functional instrumentation and all arert properly calibrated and set; will start, run and stop in the prescribed manner; is free oftit''` overheating f an arts; is free of objectionable vibration and noise; is free of g Y P J ` { optimization ",;overloadin of any parts; and demonstrates efficient b alterin g speed "'•r.�`';';;'"'`° based on reactor dissolved oxygen concentration. C. Decanters: Adjust decanter mechanisms to within manufacturer's tolerance for ¢ F, levelness, smooth and obstruction-free operation, and proper elevation. 1 . ; D. Instrumentation and Controls: Test control functions of control panel to verify operation in accordance with the specified control sequence. C54199-00 11377-12 SEQUENCING BATCH , RO—3/19/01 REACTOR EQUIPMENT ni �v. Pf Zsa, Az� •...+.,...«xxue+wa+.pw�.pt'isr.Kwnx!.ww w.ro+wrnd.nr�.lrlR�tttU'daA'Ut&cVLa�x+i.+.�••^�� "w.an�.�,aa7.',Y tNS+i'�+tw�••+^--' «rw�uE y r .i�a�f}„� `�� q ,at-�< tf fk..to r i •:7. `f; :. x ;:7 ! ti si' if7,14ir;7"�$Sl .��;t�'�t'�`� �Y y �• <,';aCe A} �f�YV V r..T 1, tXSd.iI 4.,'4 i k i7 / E, a':!'�,,'.i=. �' 'i' 'dJ�i,4,.;L�..�,ys., .k.Y,�L' A.7�(�t`A r {}• `rol�`��' }r cY•X.irr+r t�'� , k",i- .�.•;.�tBJ.]j,�7;;u.$i3 1rt. '.Y{{... t 4..:} r . )) yy pg lit x�4t:. U:, 'i[P,r:., a'x.+;..�; 4�'..•,, A t ' ' 1 t .a .?+Ott t�'�'•frp �t,tt:i .?s{, sr ;rtsJ,l.;#•+ ,a 4 .i•.. `r:i�j'r,,J��'t{� /y� r+ ��.tr�,M1t y� :rt•.� { ,r .1 5t. ! i )t J is t r j4. ,r t1.1..,Sjrt.,�t t�l�ixt.t^r�if`i '�,'f.+�•;,; y'' ��t�:%:s�}. Ro •t7,,U:,vf't,(J� 1",'�'{"�p}.rjt�j l.t? jb,;�.{443�,r,>rv: i4s� 'i 1 .r .,. t• 'r :t .r_ S.�J'::"^.:`io'S`lF+;}`,��yQ��` "-^' ��`•�, „rig 1-if4;21"){k{$� y�dP J, ri"tFs ii.sNS F.t1h'��1� �t.jt .{.'s 'Z. `� `1�i4 :1' (TAh1�'•1�t.,�i. `P>u �'' �'f'��r•'� YF,,2:,{�:r riq:'t.,.>"..• 2 i ,pJ.ai � t t f i :�. t fS st,;��.,ry:t � ;,lr?'�kt'S,tt „r' '+'7th;:s�'�' �i},yd„i� "�'' '). •,.t,,•,},r, .1 a :I�t' t. (. ,_'� a � -. ,'>�. , t z ,'§..' 1 �it st•,±, ..r+cz y,i { Y. r{ <. da .t i':• 'iJ r.. v i' :r.. { ( .! � i C' e,Fe..,:t., Y?E}Y{:jaJ{:!t{�t$;dr 4:,a4z�j,��;� `�, '4�ft��i ring.',M,,, .r ,,,t i'i5.�;�t:x 1'.?.ry z � :f 1.a 4� § 1;4 ., ,t•1 �. "i St .;t;i{{{,'�j'1�`. 5�.,.,s{ rr41f?�•��,/�1"l� � �;t}�. S•I.d: '� t'f''i� W�3{iu:J�IF.i.�+«i.'d'.vt.uk✓srk.........a.._., ..., �.... .. ..........,..+.rr+.a!i%w.W4M.•:'!rk!fM x13++: ......,.... .. I. .. ,...... sr.,..nmvNrrtw.Y4lPY1'gN(t?„C1AL71�#Sr/4YNt�!M.l..r..w.::,...s..,..r.....cr.w:,R,d-+i.'L}r1.b,.Li;,.°.f':.72L..1'di.'a:,..�,.. }it�y/tAj?tt++,,b'';(� th»tl�t�y, d�.JRri,'4jt5tM��1�YY�r. ftt.♦'-4a 1' o-�JFt t. WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI tnt )r iii ` E. Verify proper operation of pumps, blowers, valves, decanters, and other motorized ' J) i 1 equipment. Correct excessive vibrations,overheating, or other abnormal occurrences. � I.�_J r 1 w'Sii tdt) t. to F. Lubricate equipment in accordance with Operating and Maintenance requirements. 31 G. Adjust and calibrate instruments. Verify proper operation of each controls stem and 1I` fYP P P Y � { r component. "1 H. Cooperate with Owner during system startup to provide additional adjustments to `r installed equipment and components. The Contractor shall make all modification and r repairs until the system passes all tests at no cost to the Owner. 3.4 MANUFACTURER'S SERVICES xa° A. Engage a factory-authorized service engineer for a total of five trips and 16 days to 'P rovide installation consultation and inspection of equipment installation; to train Owner's personnel to adjust, operate, and maintain the systems; and to provide follow- hY , st P adjust, P up training. 4Ny', kF,t4E`{. ';rya' y.s�S$ty�'FjlltQj�ti rr�,°^�rc•.:.•�t.� � ': .. END OF SECTION 11377 iw� {N �5 pol pr..iY1��•F.�,��idU;,3�, i �•2 l} } V C54199-00 11377-13 SEQUENCING BATCH RO—3/19/01 REACTOR EQUIPMENT ,�`(b.P ''d rl• ..�;Sr`;;+C.��j.,,;f.r t.s r's u�iti.•.,t..S.�''.%f.;L17;td•'y-,.f.:hi;,�+.:jPkJ,i.t�(t,,i.1 J;r��wt ,l`"? }q�f#t 3;'tu'Sy;sP;:°".+r�tr.1:r Jt A"P"`,;§,°.^4.?. 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I� '�' •�.. ;'j'tf,rk�,`l ,„S. !,. •srt ,.7, 'i,� 'FY,i 'v '�. „f.„r':. � r ,, •rtf 7.. �,';.a:;'.,P-�' �R�•�� .�� ..-t`v. { r �'..Y ,.. Y. 7 }i•f; (:}:'�X•. .,E r,..t,"� r:,' ..i ..1, it { ':i.:v f 'x li '! c. .$.lt?t:...�';c.{f,, .�;1=y,;��,�f•;,1,: e.n�'t,� 3 .N�,. '�»�<r•LSr l i �r~,• !1 vx � ,-,v • � f ....,w.w S«,..,nr ...w........,a .....•,... .�. . .. ...... ......... }. .. ..._... ... f ? e WATER POLLUTION CONTROL FACILITY EXPANSION "{ CITY OF JEFFERSON, MISSOURI S:. SECTION 11379 - ALTERNATE SBR EQUIPMENT PART 1. - GENERAL I 1 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. r7 1.2 SUMMARYF l A. This Section includes Sequencing Batch Rector equipment provided as an alternate to . y the basis of design equipment described in Division 11 Section Sequencing Batch Reactor Equipment." k t B. Alternates: Refer to Division 1 Section "Alternates" for description of Work in this ;i Section affected by alternates. C. Related Sections include the following:' 1. Division 11 Section 11310 for submersible pump requirements. 2. Division 13 Section 13420 for instruments I s S'4ri�3 Fr}k •'' 3. Division 13 Section 13430 for general control panel requirements. rY ,! 4. Division 13 Section 13450 for supervisory control system. '``'•�F 'Sr` 1 �q'.��l'•j?��C.-1 1,�_ 1.3 SYSTEM DESCRIPTION A. Equipment furnished under this section shall be a complete Sequencing Batch Reactor ti treatment system consisting of, but not limited to, the following: 1. automatic influent control valves. 2. influent distribution piping, supports, and anchors. 3. aeration diffusers. ' 4. aeration grid piping, supports, and anchors. t 5. c�xli ff� aeration system purge/vent valves. } 6, automatic aeration control valves. x 7. blowers, blower accessories, and variable speed drives. 8. sludge wasting system. 5K' i 9. effluent decanters. Mr r tl � Y ss r 10. emergency tank overflow piping. ` :'Yszs 11. automatic decant valves. { 12. reactor level probes, transmitters and mounting hardware. ' 13. reactor dissolved oxygen probes, transmitters, and mounting hardware. 4 r { 14. programmed PLC-based control system. C54199-00 11379-1 ALTERNATE SBR EQUIPMENTi?,At ;t, RO—3/19/01 T ...,•:" pnw.+ .ei n w,rns'Rarw4 w r .wx. cnKnNwcrwanRHr*^ :,irc ,t r t 4,�r s.�:�, �}'t, ;t:, .X.` .f, ]. S ! t. 'r .�, t 1. �,{ f ,1.�,?!t•#nS.s.v:•,h,,xG,n�d t•tt''t .Yy+ ,' i?,:r" '7F .:IiS�' ,n.Y r } .{.�,,�;. ,.s.s S •� 1 tt , .`•,.s.+.r •I 1 t � y a � (t ) (' ' x i. .r +# ,%a: +L,! }?4r1'7r'?)yJ trls'rc e,-5� w?v.}f*,f!•i. bra' ty�,�'" ��xd+ (�}, �..'i.;�5} �..SSt I { Y +. ..{ t it ,•x.,}.{ .+ ..,itt. }., .,t>f:�, �nl, {;5,�'. "�,��.?4 S.� 1.�•.' ri ..==�tts � }'..t' s i �IYi J .l. f f � l �.. i' } S ✓'pftd�.,rt {,L j1 t fj.. JL j,LI.4,3 .LY'Ykx �if 9 ..�t1 . r t �1 My WATER POLLUTION CONTROL FACILITY EXPANSION [. 1 CITY OF JEFFERSON, MISSOURI 1S. all other instrumentation, piping, equipment, supports and anchorage needed to provide a complete, operable, and integrated system. B. All Sequencing Batch Reactor equipment shall be furnished by a single supplier. C. The SBR aeration system shall be designed to transfer a minimum rate of 40,000 lbs of oxygen per day per basin under standard conditions, at a maximum 6,600 scfm air flow r 1 per basin (13,200 scfm total air flow for two tanks aerating simultaneously), and at peak g 46 - wastewater temperature, with the tanks at the average level to be encountered during the �:'.. j react aeration cycle when the system is receiving a flow of 11 MGD. The oxygen transferred by the complete system (a11 four basins) shall be a minimum of 40,000 lbs in � ` a 24-hour day, under actual field conditions. D. Blower speed shall be controlled by variable frequency drives to adjust the air feed gate to varying process requirements due to changes in tank level, mixed liquor temperature, q P j and oxygen uptake rate. One spare blower shall be provided. ` E. The system shall be able to operate with one basin out of service, while maintaining l :j ` I. Food : Micro-organism ratios and mean cell residence times within the endogenous , respiratory phase. k F. The waste sludge pump size shall be limited to a maximum design flow of 300 gpm to ` prevent hydraulic overloading of the gravity sludge thickeners. Sludge wasting shall be limited to two tanks simultaneously, at any time. : j G. There shall be a minimum, non-operator-adjustable, 30-minute long time period for settling between the react and decant phases. f a;. H. The decanting sequence shall be such that a maximum of two tanks can decant simultaneously, arranged in such a manner that only one tank on the eastern effluent manifold and one tank on the western effluent manifold are decanting at any time. .I tanks shall be 15.5 feet above the bottom • f 1. The maximum design water level in the SBR '} ,,.r;,.>>.•., of the tank. The maximum allowable water level in the SBR tanks due to equipmentf;:; level in the SBR i failure is 16.5 feet above the bottom of the tank. The minimum water tanks shall be 11.4 feet above the bottom of the tanks. r i J. Equipment furnished under this section shall be capable of being installed in the fourt '4 tanks and the buildings shown on the Drawings; all required modifications to the tanks Il and buildings, including but not limited to larger or deeper tanks, additional tanks, +.,! `;;, x;. }:` additional piping and valves, and additional engineering, to accommodate the proposed ; , .; equipment shall be included in the alternate SBR bid price. All valve actuators, p; E ,. Kn, • instrument transmitters, motors, panels, and controls shall be located at a minimum nst :. elevation of 560.5 feet (i.e., atop the tanks), except for integral components of the �.., decanters and submersible waste sludge pumps. vP � yay�r 112611 01� 4 !13 j, C5-4199-00 11379-2 ALTERNATE SBR EQUIPMENTS�4 RO— 3/19/01 3 11� .mfyoarrsar+atnH'rc�•wrrahwa.mr •^r-• wv+nri,�rtwn;a N.eunxaANNO.. - .. m,ey, • t+i7KNt4t'1.4�'HkOh<XNrc+H.rn•`rM-^.•'*. �fs.�lri ..ff--,,,,tt•2,r�rr�j�7�P}•.ire. f�'� }�173P�ID R' e. .. � .• 1. �. Y 1 .rv.x..n...t.-,. ?,Y:.... ., r...,..._ .... ,n, r.r• .w.t r t..,k.V•+ t,i 1s.m..-E.� ....r .............. .: .. ..... U•.`A rtr..,+......„ ......... ....._ ......wWa,w+r+w.�..u......_..K. . .... WATER POLLUTION CONTROL FACILITY EXPANSION I".:.:;•, CITY OF JEFFERSON, MISSOURI 1.4 SYSTEM CONTROL A. The system shall be a four-basin fill and draw activated sludge process, with fill, aeration, settle and decant cycles. At high storm flow rates, the system will automatically convert to continuous feed operation, and revert to sequential feed upon a return to lower flow rates. `' ;• ` 1.5 PERFORMANCE REQUIREMENTS .. Lat?t.:'3 r•t A. Design Influent Characteristics 1Z t. ��i� Parameter Value Units � r �,±: . Average Dry Weather Flow 9.1 MGD awl Annual Average Daily Flow 11.0 MGD t 1 Peak Hourly Flow(dry weather) 20.5 MGD Peak Hourly Flow(wet weather) 60.0 MGD Maximum Daily Flow(wet weather) 45.0 MGD r; .. Average Daily BODs Loading 19,260 lb/day Average Daily TSS Loading 21,500 lb/day Average Daily TKN Loading 4,600 lb/day I f � Wastewater Temperature (maximum) 23 °C ,} i,r,ti Wastewater Temperature (minimum) 12 B. Design Effluent Criteria .• Parameter Value Units BODs (monthly average) 30 mg/L { BODs (weekly average) 45 mg/L TSS (monthly average) 30 mg/L TSS I (weekly average) 45 g2 ,s �1J C. Design Blower Inlet Conditions W;r: t, 1. Summer maximurn: 100°F, 50%relative humidity 1 2. Winter minimum: 0°F 3. Elevation: 560 feet above MSL '.i I 7 t+ 1.6 SUBMITTALS A. Product Data: Include rated capacities; shipping installed and operating weights• dimensions; furnished specialties; and accessories. For the followin 't 4 1• Pumps. 2. Instruments• C5-4199-00 11379-3 ALTERNATE SBR EQUIPMENT RO—3/19/01 K4 rr Sid { Y ) s �(,..��y}�. C ,•rv ,,..,....�. ..nr.nwr,+xlw».wa7w.atu..ti "`"'t.++n.+rwk>+w.xvn+a.+!'."►"'r. t 1 .rc' ""n4 "� r s :t:> 5i 7' + ri r �. t ....r !,�.i.. �, ��4r� b,ti�1•l+rT24i.;d .�$4�Y,�alr��1 •','' .,,' a�.M9. ia.t. ,{;lt(t 1.�;4 t�f}rat�,;,'•= y/Q1 dr•.b�{ + ',,5y� (2rl rj. '1t1 5rtd 1 ix t t r + r ;?t t}t • '.� r t,{ 1 i f L r��l .#t{,'� �}�X' "•` Y11',<'t 1. t .t S'utf Y :,; 3 j',.f t �.. 3..,' .!'. rs $t�.��5, t.. .n `•t{'c f#,+l ➢NF1>r It WJ'IrW Uwry.4 u....>u w.vn.HIYIeiNx..tn. •,•+» ...•••-•.. •.• .•. .• E! LIP ` WATER POLLUTION CONTROL FACILI'T'Y EXPANSION f CTI'Y OF JEFFERSON, MISSOURI 3. Valves and valve actuators. 4. Blowers,blower accessories, and variable speed drives. 5. Aeration diffusers. 6. Decanters. 1 7. Control devices. B. Shop Drawings: Include plans, elevations, sections, details, and attachments to other ,i. Work. Include equipment arrangement, piping arrangement, and wiring diagrams. Show necessary modifications to structures from those shown on the Drawings. .*J C. Design Calculations: Include system sizing calculations, certified oxygen transfer calculations, complete description of proposed operating and control strategy including cycle transitioning, cycle descriptions and times for design, peak, and peak hourly flaws. Variable speed drive calculations specific to this installation shall be submitted -'`'°M' ;:.•;., showing total harmonic voltage distortion of less than 5 percent. -' D. Test Reports: For factory test of blowers. E. Qualification Data: For equipment manufacturer to demonstrate conformance with t Quality Assurance requirements. F. Operation and Maintenance Manuals. 1. Submit Operation and Maintenance Manuals prior to making application for P payment exceeding 30 percent of the Contract Price. G. Warranties: Special warranties specified in this Section. ,4J �,, �,' . aLr:fI��•.� 1.7 QUALITY ASSURANCE ,.,. is•jy3.f:�r,.�: A. SBR Manufacturer Qualifications: Manufacturer shall be regularly engaged in the na .:x1 design, manufacture, assembly and production of sequential batch reactor treatment systems, an d shall have a minimum of ten installations of comparable size in operation ' for at least five years. ualifications: The blowers specified in this section are intended B r#: ! ti', of cturer Q B. Blower Man a to be standard equipment of proven reliability as manufactured by a reputable �; �^•+ manufacturer, regularly engaged in the design, manufacture, assembly and production r'- of such blowers. Manufacturer shall have a minimum of ten installations of comparable size in operation for at least five years. x'% .` + 11379-4 ALTERNATE SBR EQUIPMENT ' C5-4199-00 RO—3/19/01 f it . �Sk , kdti W r.w.s...wkwrlrf+�aMr1RMW13MYs�a°x^.a"Yt• c� .rr ,w.v.e6M�p(a`MtN,YfffdTnJxShY ,. fl�f r ",�,i1)).r�J(, J Jp 7 t5I r Fi1 � 45. r 17'yY CY 'N `+� F� ',t Jn .J ,[ F , c r y5 i1 �!' r1,S ��'�u� u•. > r, 8 ,"•,1� i ,F �: . y , � d. l l r � , c; ,' i S�ftji2t� ��t��. � �. O-Ui 1 IifS L rwi ..u.nwvlN44i•,yµ.+„�www. ..... ,.. ... ...._....._....-.. ,. r,iN•.in31/ ......•....,... ...., ..... .. .......... . a .z , :.k wf"',l. .i,1 w.e ......^,.... .. ...,...., _...ni„W,IFtla.xw 1.M.w ira-.G.w.) 1( .) ��, t i.1(;{l 4 ' -.',,;;,rx WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI 1.8 WARRANTY A. Equipment Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace components that fail in materials or workmanship within specified ' warranty period. 1. Warrant Period: One year from date of Substantial Completion. ►�`, h{, B. Process Warranty and Bond: Manufacturer's special form in which manufacturer ;. guarantees that the treatment process will produce the Design Effluent Criteria when i operated properly within the Design Influent Characteristics; and agrees to repair, ' modify or replace equipment and correct, alter, modify or change the treatment process to enable it to produce the guaranteed effluent quality. A Performance Bond in the77M«,,;r.; t"4 amount of 100 percent of the manufacturers price for equipment and services shall be given, naming the Owner and Contractor as obligees. 1. Warranty Period: Until treatment plant is placed into continuous operation, r ' reaches equilibrium conditions, experiences wet weather flows up to the 60 MGD ;.;'•v; k"' :;' ^ + peak hourly flow or this flow is simulated to the satisfaction of Owner and a 11 r tins 4 1 z L. ' Engineer, and meets guaranteed effluent quality. L 't 1.9 EXTRA MATERIALS A. Furnish extra materials described below that match products installed and that are packaged with protective covering for storage and identified with labels.describin ''' "{`f�'°''`'"'{ contents. 1. Ten aeration diffuser assemblies (membranes holders and retainers). 2. One set of air filter(s) for each blower. 3. One electric operator for each size motorized valve. 4. Decanter parts: one linear actuator or twenty inlet check valve assemblies. 5. One PLC input card and one PLC output card 1 PART 2 -PRODUCTS 3 s tr .4 t.Cf y ltd •A ' 2.1 MANUFACTURERS 'ixrt'1., t i A. SBR Manufacturer: Subject to compliance ance with re q uirements, P rovide P roducts by one of the following: :,xr� _ � 1. U. S. Filter—Jet Tech Products. , 2. or equal. 3 ,4 v C5-4199-00 11379-5 ALTERNATE SBR EQUIPMENT RO—3/19/01 jte;1 'a I +F. !+:„•:',+i:'..,..,Y kt�+i„�tftkdMnPV+. .�.,r.• .i ( w±nek'+�ffvlf!!tl'MlSr+IYrJUSiw.o-,+. 77 f„�c `:.'r ' .c`:iyi,t .t� kr'f:•t f J{ (. 3 1 t ;}`; t } Z,'. .:1SZ ,tty3i 'i j,•,6\VTj f rf'h.t R It �. ( 1. s ? l �Y 4. 5'. f. r V ,qt if'i ,It.,;tt7,JS�.[ f- l'} } fy r.1k.iC„.�, , !:! y i >~ , .v t rte. .; .'.� if,ti txz ��•]��' Ry Ic. ,+•r ' 'f d;z r ai rcya WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI B. Blower Manufacturer: Subject to compliance with requirements, manufacturers r offering blowers that may be incorporated into the Work include, but are not limited to, the following: 1. The Spencer Turbine Company ( 2. Lamson Corporation ;t 1 3. Hoffinan Air&Filtration Systems Y 2.2 MATERIALS AND PRODUCTS A. General: y.. 1. Stainless steel construction: Stainless steel welding shall be performed in the . ;-s ' factory using MIG, TIG, or plasma-arc inert gas welding processes. Filler metals ;;;;r:',; shall match the base metal composition. Use low carbon alloys such as Type :lY 304L and 316L on welded assemblies. All stainless steel assemblies shall be cleaned and descaled in accordance with ASTM A380. 2. Fiberglass construction: Contact-molded equipment and components shall be fabricated in accordance with Voluntary Product Standard PS 15-69 published by ` the National Bureau of Standards. Components that will be exposed outdoors s shall incorporate ultraviolet light screening agents in the exterior gel coat. B. Influent Control Valves: Resilient-seated eccentric plug valve with electric actuator. Valve shall be rated 150 psi working pressure, provide drip-tight shutoff, and be suitable for sewage service. Passage size shall be a minimum of 70 percent of the full port area. Provide one valve for each tank. 1. Valve body: cast iron. { '-•'<wf•``` 2. Resilient ,e ''`, ,. at: nitrile-butadiene ya (:.'h�,�`�tr�`'�•' ,';, 3. Plug: cast iron or ductile iron, balanced type. 4. Bearings: stainless steel or bronze,permanently lubricated. " 5. Packing: nitrile-butadiene,replaceable without removing bonnet or plug. 6. Ends: 125-1b ANSI flanged. 7. Operator: Electric motor operator conforming to the requirements of j ;;, %�'a5�,,. Section 13445, Electric Valve and Gate Operators. Y {,y yAmtUtki !, :I F f, C. Influent Distribution Piping / Baffles: As required by manufacturer to distribute influent wastewater to the SBR tanks and prevent short-circuiting of wastewater during '. � periods of simultaneous fill/decant. Baffles shall be constructed of concrete in conformance with Division 3 Section Concrete Work." 1. Acceptable piping materials include: ;1 a. AWWA C115, Class 250 ductile iron pipe with AWWA C104 lining and , :n EPDM gaskets; ASTM F593 and F594 Alloy Group 1 fasteners.exterior epoxy P rimer and coating system; flanged J oints with neoprene or f>i? ` b. ASTM D2996 Type 1 Grade 2 Class E or NB PSI 5-69 fiberprlasspiping r ` r`•�rt'i YP f 7 7 fiberglass VZ with flanged, butt-and-wrap,or glued bell and spigot joints. t' .,� C5-4199-00 11379-6 ALTERNATE SBR EQUIPMENT V. i RO—3/19/01 ti WFpy7•'lT�i'h4e0�'W.3s •77 7•r . .r nsa'anikMYMFA4i.YNJlrtUwtw.n!r »•v+..rw wtussauty�,ryM{WSNet4wh7+,•r+r-- t { r.l �t l,.r/;,•;,,.A f c •`••'• ;, rt .,?SS ft .f ,i� r ,: .�:• G '' r 1 Y 4(}7fi.�/Y� � r �Zbi}2•, • t . u.wn..•,-+fin + Jz Y S { WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI I 2. Pipe Supports: AISI Type 304 stainless steel pipe supports with ASTM F593 and F594 Alloy Group 1 fasteners. D. Aeration System 1. Diffusers: EPDM disc membranes, 9-inch nominal diameter, with integral O- ring, and die cut slits. Furnish a minimum of 5,600 diffusers per tank, � Membranes shall collapse when air flow ceases, to form a positive seal and -�+ prevent solids from entering the diffuser piping. EPDM material shall have the S ,.piK ,4y'irR,. following characteristics: a. Ozone Resistance: Pass; ASTM D1171 -,' b. Durometer, Shore A: 55 to 60; ASTM D2240 y+ r C. Minimum tensile strength: 1450 psi;ASTM D412 '' d. Elongation at break: 2500 percent; ASTM D412 ` 2. Piping: ASTM D1785, PVC 1120, Schedule 40 for manifold and distribution `'` ``✓ i headers; minimum 4-inch nominal diameter; solvent weld, threaded union, or ` flanged joints. Flanges joints shall use 45 to 55 durometer, Shore A, neoprene gaskets, with ASTM F593 and F594 Alloy Group 1 fasteners with type 304 1 !. stainless steel washers. PVC shall incorporate titanium dioxide in the resin to minimize degradation from exposure to ultraviolet light. Maximum allowable spacing between distribution headers shall be 4 feet. ;{ 3. Diffuser Element Holders: PVC holder with air plenum chamber; factory solvent- welded to crown of distribution headers; with retaining device to hold and seal j membrane diffuser to the holder. 4. Pipe Supports and Anchors: Type 304 stainless steel; adjustable;' maximum 8-foot spacing between supports. Design supports to allow for expansion and 1 contraction of the piping over a temperature range of 140°F without deforming or deflecting any component of piping or support system. 5v y. 5. Accessories: Provide all needed expansion joints, adapters to mate with the ' stainless steel drop legs shown on the Drawings, purge assemblies, vent valves, and other items required for a complete installation. E. Aeration Control Valves: Wafer or lug design butterfly valve with resilient seat and electric actuator. valves shall be rated 50 psi working pressure, provide drip-tight shutoff, and be suitable for air service up to 2501F. Provide a minimum of one valve Y::';,;: ; :r for each reactor. i' ;.; 1. Valve body: cast iron. 2. Disc: cast iron or ductile iron. << :y 3. Shaft: stainless steel. � 3 rJi ` 4. Seat: EPDM suitable for 250°F continuous service. 5. Bearings: self-lubricating and corrosion resistant. 6. Operator: Electric motor operator conforming to the requirements s o Section 13445,"Electric Valve and Gate Operators." C54199-00 11379-7 ALTERNATE SBR EQUIPMENT RO—3/19/01 � ,iAJ ,E��wPa'!1(it'1a11�4��`v« t:r nrwu+HKr,.wm«..... • {��1�1( tl/fl 4 �, J n a' ;* �it. r � t. , r 1 } t i t a$ •r� � 4 S 1 y+� :a } i t tJ ',Y. , +t y.i. � I'r� .t' r � •ry tv.�Y'� t: t _-t r tJ r' °} F� di i !•� ,�! � ;; J - i r t v J i :*etiR,wYhxRN'a.iwryiv,,.,y ,»,.x�.w„Hr,-, ._: ....... ., .w. .,,.,.. ,•. ..,,............_ ._...... w ......,.o, <Y, ., .r...R, i. . o-.+'LsS„.ffArrv��. i.;'.r. t 5 { 1 WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI F. Blowers: Vertically-split, multiple-stage centrifugal blowers, sized to deliver the appropriate air flow and pressure to allow the aeration system supplied to transfer the oxygen requirements specified in Paragraph 13C of this Section. Blowers shall be ` capable of continuous duty operation under the Design Inlet Conditions, shall not be in surge over the operating range, and shall be suitable for operation with variable frequency drives. Blowers shall be capable of transferring a minimum actual oxygen requirement of 25,000 lb/day and a maximum of 40,000 lb/day over the range of reactor water depths. r >_ 1. Casing: STM A48 cast iron grade 25/30. g� � tn' a. Diffuser and guide vanes: integral. ”" b. Baffle rings: chrome-plated and connected to castings directly or by mounting rings. �; , " .• C. Inlet and outlet connections: ANSI 125 lb drilled and tapped flanges, integral with head castings. PP I 2. Bearing housings: outboard type, cast iron with bronze labyrinth-type insert; each f, •,f. .•. : ' equipped with a temperature RTD and solid state vibration sensor. 77 s 3. Bearing caps and oil reservoirs: cast iron. tf 1 4. Tie rods: steel. 5. Labyrinth seals: cast iron with babbitt insert, i 6. Joint sealant: RTV-Silicone rubber. . ,:•,'::•.,7; "i 7. Shaft: high-strength steel, sized to operate below the first critical speed. 8. Bearings: splash oil-lubricated, anti-friction bearings, accessible for replacement without disassembling the blower or piping. Minimum AFBMA B-10 life of 10 ears. Oil it to be equipped with sight glass. y reservoir ,.,,.;t°f,::�r.•,�,,... 9. Impellers: cast aluminum alloy, with spacing hubs, keyed to shaft; dynamically , balanced, k t 1 10. Base and pedestal: full-length base that adequately supports blower and driver, constructed of ASTM A36 structural steel. 11. Finish: primer and two finish coats of manufacturers standard paint system. 12. Base pads: molded synthetic rubber. :;f`i' s'•`` I13. Coupling: suitably sized flexible coupling to connect blower with driver, with sheet steel coupling guard. Alignment adjusted to manufacturer's tolerances. 14. Motor: 460 VAC, 3 phase, 60 hertz; ODP; squirrel cage induction type; rated for inverter duty; in accordance with NEMA MG-1 and IEEE standards; Class F insulation; 1.15 s ry e ice factor; sized to meet or exceed 110% of blower horsepower requirement exclusive of service factor; precision balanced such that vibration does not exceed 0.08 i s on the bearing brackets. 15. Surface preparation and coating: manufacturers standard surface preparation,,i p rimer, and finish coatings. t'' -;=rij�.'Y t•°�.z t-;��rA y<P"a,.t�':.•.,.± 16. Performance: each blower shall be factory tested and operated under design '1 conditions with the contract driver to verify fy proper alignment, vibration levels of less than 1.25 mils in the vertical plane at the bearing housings, and acceptable .� bearing temperatures. `zjµ��, .k 'A ltY :•�•�L,x�• is C5-4199-00 11379-8 AL'T'ERNATE SBR EQUIPMENT RO—3/19/01 j , rtr }+ t?^.n r R .. pva�.nw+.fv..r.. } ,Mrzrexsa,fr.7,.wftitwrN+ —•- •�+iM.wy�•yxy�ppAU5A4w1ATiur�.,ne�w^� 't }' r tf i 4r5}}s34'{ ,, ,x.tr. � i1 + sr��5atiar�rti, ;( 5 . � r s3�•. 1 i.iz�5}�k t5't5`�`�', a i � •i") Vii � t + WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI I. 17. Accessories: 4 a. Inlet air filter and silencer with magnehelic differential pressure indicator. :J 1) Capacity: maximum blower icfin plus 20 percent. 2) Efficiency: minimum 90 percent on 10 micron particles. b. Inlet and outlet expansion joints: reinforced flexible connectors to mate 'i with blower inlet and outlet flanges. Suitable for system pressure/vacuum and rated for 250°F service. +�, lbµ•,'M„I� f G. Blower Variable Speed Drives: Provide a variable frequency drive for each blower conforming to the requirements of Division 16 Section "Variable Frequency Drive Controllers." H. Waste Sludge Pumps: Submersible, non-clog sewage pumps, conforming to 1 requirements of Section 11310,"Submersible Pumps." 1. Accessories: cast-iron discharge elbow, galvanized steel guide rails, sliding pump ; bracket, type 316 stainless steel lifting cable suitable for attachment to and take- ;r,• , ,' ,.;'; ' up on the winch drum, stainless steel portable hoist with hand wench capable of accepting the lifting cables four stainless steel hoist mounting brackets, stainless f1 { steel fasteners and anchor bolts. I. Decanters: Manufacturers standard solids-excluding, floating decanter. 1. U. S. Filter - Jet Tech: Decanter assembly constructed of ASTM D2996 pipe r ' ' � `�� ' " I manifold with AISI Series 300 stainless steel orifice/check valves; ASTM D2996 r� ! j pipe float with foam filling, connected to decanter manifold by flanged stub pipes; ,,M1,$3)'•"jal7; , e e ASTM D2996 effluent pipe knee joint constructed of wire-reinforced hose with r ,� � �,,.,ts•i4 y'1�,Y�. Class 1, Type D (SBR) cover, rated at 40 psi pressure and 30-in Hg vacuum; mounted to flange x waterstop x flange ductile-iron wall pipe. Decanter shall be r supported at the low-water level by a support system fabricated of Type 304 stainless steel, consisting of a support plate welded to a support base. Fasteners and anchor bolts shall be type 304 stainless steel. > 2. or equal. J. Overflow Piping: The maximum allowable water level in the SBR tanks is 16.5 feet tr;rfSrF''`..'•,• above the bottom of the tank. SBR systems with valves on the decanter effluent piping shall provide overflow piping in the tanks to limit the water level in the tanks to the maximum acceptable level defined in Paragraph 1.3.1. ,., 1. Acceptable piping materials include: a. AWWA C115 Class 250 ductile iron pipe with AWWA C104 lining and exterior epoxy primer and coating system; flanged joints with neoprene or EPDM gaskets; ASTM F593 and F594 Alloy Group 1 fasteners. b. ASTM D2996 Type 1 Grade 2 Class E or NBS PS 15-69 fiberglass piping u with flanged, butt-and-wrap,or glued bell and spigot joints. 2. Pipe Supports: AISI Type 304 stainless steel pipe supports with ASTM F593 and F594 Alloy Group 1 fasteners. ' 1x:;r;'•¢.,::;:' ` C54199-00 11379-9 ALTERNATE SBR EQUIPMENT 'T F RO—3/19/01 r 17 '71 �. 7.. ,. .r 7?•TmN+iR'9+T '��fiZ'YF9Wexrn _' .....,,.,,.,.vw,w:o ia.<^"'-- ..•..+A..,....,,•.'. ,,+;i t ,',�i'. `".'+*W�`yriy�}ii+ �z el WATER POLLUTION CONTROL FACILITY EXPANSION i CITY OF JEFFERSON, MISSOURI K. Decanter Control Valves: Wafer or lug design butterfly valve with resilient seat and electric actuator. Valves shall be rated 50 psi working pressure, provide drip-tight shutoff, and be suitable for water service. Provide one valve for each decanter, i 1. Valve body: cast iron. , 2. Disc: cast iron or ductile iron. 3. Shaft: stainless steel. j 4. Seat: NBR. 5. Bearings: self-lubricating and corrosion resistant. 6. Operator: Electric motor operator conforming to the requirements of i Section 13445, Electric Valve and Gate Operators." ' lL. Scum Removal Equipment: Manual scum removal equipment consistin of corrosion- resistant skimmer net and telescoping aluminum or fiberglass pole. M. Instirmnentation 1. Level: submersible pressure transducer and level switches conforming to the requirements of Division 13 Section"Instruments." ,•,-'" 2. Dissolved Oxygen: self-cleaning, low-maintenance sensor with temperature ' compensation, conforming to the requirements of Division 13 Section 1 "Instruments." N. Control System: Control panel that controls the operation of the inlet control valves, blowers and aeration control valves, decanters and decant control valves, and waste j sludge pumps. Panel shall conform to the construction and quality requirements of --„;'s;:r.•,:r, '= Division 13 Section "Control Panels.” Panel shall contain HAND-OFF-AUTO switches for all controlled equipment; green RUN and red OFF indicator lights for all arr.;a _;_.•` , `i controlled equipment; alarm lights for equipment overloads, high temperature, high R, vibration, or failure; reset pushbuttons; programmable logic controller; input and output cards; operator interface; and printer. Batch sequencing shall be controlled by a PLC using timers, flow values, tank level values, or a combination of these parameters. Provisions shall be made for tanks-out-of-service, equipment or valve failure, and power failure. The control system shall provide start/stop control and speed control for each ti maintain the desired dissolved operate x reactors du n g the ae ation cl ofthe tr atm nt prroces.oxygen Bowers hall concentration ot withinthe u�• ,k,�•,� , i surge region, above the motor overload amperage, or within the minimum delay between starts. An uninterruptible power supply shall be provided to maintain control on during P ower outages.stem o erati ..•l �a I �:�t; ` r d Fy C5-4199-00 11379-10 ALTERNATE SBR EQUIPMENT RO—3/19/01 ',— f..` .,Y*"v+f�' �taFt K '. �'1' 7+L`4�sfia+'}d's�"t�t7k�X�•`art,�;t�iW3�.f{�'c}aL.d�s'�`c!vs�sura�,.n.. .zw��sxa�,nrt>BatarwwntaR.w,.e+......-^ I'xt�•r�•}r ,s ti t J�i f;� f t',rJ , ! a t '�� 1. yl 3rv1�`t•h,yflx�. )�t i.� , .1 t• , r t'�"lu yt"" 'f5.rs 'F; rrJPtyras r'44 �� . , " WATER POLLUTION CONTROL FACILITY EXPANSION ` CITY OF JEFFERSON, MISSOURI f` t r,rt•.Tt� PART 3 - EXECUTION 3.1 EXAMINATION i A. Examine areas and conditions for compliance with requirements for proper installation : '4 tolerances, and other conditions affecting performance of work. Proceed with installation only after unsatisfactory conditions have been corrected. : I` 3.2 INSTALLATION A. Install all system components in accordance with manufacturer's installation Jq instructions and to manufacturer's recommended tolerances. 3.3 ADJUSTING AND START-UP f•: f. A. Test piping and diffuser installation in accordance with manufacturer's instructions. Repair leaking pipe joints. Tighten loose diffusers, replace damaged diffusers, adjust diffuser piping supports to provide submergence within manufacturer's allowable ' tolerances. Retest system until manufacturer is satisfied that installation is in �" Y .;e�ww, •'Af 1 . accordance with manufacturer's requirements. I t B. Adjust decanter mechanisms to within manufacturer's tolerance for levelness smooth • ;; � and obstruction-free operation, and proper elevation. r C. Verify proper operation of pumps, blowers, valves, decanters, and other motorized i n1 equipment. _ Correct excessive vibrations, overheating, or other abnormal o�,currences. Blower motor shall be run uncoupled for up to '/2 hour to verify motor operation and ;' s`:`;1 check magnetic center for proper marking/location. A minimum 4-hour acceptance test for each blower shall demonstrate that, under all conditions of operation, each unit has no mechanical defects; has fully-functional and properly-calibrated instruments; starts, ;• , runs and stops in the prescribed manner; is free of overheating of any parts; is free of ' j objectionable vibration and noise; is free of overloading of any parts; and demonstrates r+ ` efficiency optimization by altering speed based on reactor dissolved oxygenrya{.,_h{, concentration. A, ;'.. D. Lubricate equipment in accordance with Operating and Maintenance requirements. ';`,i; • E. Adjust and calibrate instruments. Verify proper operation of each control system and component. Test control functions of the control panel to verify operation in accordance with the specified control sequence. f,'f } 7 ' C54199-00 11379-11 ALTERNATE SBR EQUIPMENT RO—3/19/01 ' 7' '..-' .•;n.-7-A . w A >VE ^ ' K . �. y8 S 7 d v �t f rk %}• f n .. Sr l I ,� 1 tR , 1 m s ,• y' y :'{. t'. �iss y s.'.. N. y..t�tr,j ,. r' i,�e � .t^' � ;;;��,�.;:+n> `t{ ,tr` t' r„+`';xt ,,rt. .s.. ,i ? t' 'r s„ rJr,� kx. ': ;s.,`' •q"`"'' i. ;.�"}+s a ck'��a! t.ysk� ''. •, "t�i-r' ��,, t� � .r'„� 'fir Nr.' i,Sa:,��,F' F ',�'r x ` r .7. c.:;r i i f k $'a't?°x a W`' :'��:n ftL�i'. r s{ist z` t „�• �”,!�e's;. t r t'�t� P ;r` r r �1'k t 1 t.f �' %� � � v,r Y' �, } �r �i t � z t'�-`•r :.�'� �� A .'9r < t i '.r s •C � s ? � s.T�.ir� 'L.r l .� Fj� ,`S. 1C '.S,'t! � +r r�,srT,. ' }1. 'i— y. l ,'a' t .kc Fw. 1 M19 8t y' �j}{t pts x t""'•. '�i9w'v��L �,1.�. A,�X "f��tii✓'er�r�,t :L)\ 'AlJ ! 1 1^ i 1:.. i #C,` F�� LNY'�•(�"!11 •qj: Y �' t t�f,a;h�C7i;`:,:5. a "9 o-Y. �r i..t. i.i �,s '.�,` r f.,'y S .+ l�.�':,k�L+,�fir.N .yr'F�� Lwta •i'Y�tp� .!:=;o:•µi�1}"`,'� u.�i,�4• F" o-" ;� 'P r{�.i`„n,}}33:�.v{.:t� ty et” .4 t t,Sy + 1. t! �'J t.`� s4,•3,�j' ,};,.T.�:,.: ,oTY b>,Pii�' s�n J� �' rs i...z ai, i {`y.�,� ,,� r,•.�;j,.�,� (!rt T .�.�n��? � �•^' ,.T?i. WATER POLLUTION CONTROL FACILITY EXPANSION !! CITY OF JEFFERSON d ' MISSOURI F. Cooperate with Owner during system startup to provide additional adjustments to fi t? ",, P g Y P P J . ;,�� installed equipment d an components. g. Rlli yra, r 3.4 MANUFACTURER'S SERVICES "- A, Engage a factory-authorized service engineer for a total of five trips and 16 days to provide installation consultation and inspection of equipment installation; to train }z Owner's personnel to adjust, operate, and maintain the systems; and to provide follow- ' up training. i r. END OF SECTION 11379 Tu 4 :�•' �Jp'sly�'nj,� F a S r / C54199 700 11379-12 ALTERNATE SBR EQUIPMENT t i RO—3/19/01 t' i s ^ f�htC't,f +,K'Y�YIrYn�r , M1,}n 9"" �y r'"9 f '� a n[ ��t7 i d .l.i" �t,'�q, "A4Yj+ h �+ ,x, '•..�� A A t r r a .1 d°+3 arttt7 (x ft's^,t �, + .4 {'✓ f r'"i^`�i„ A I�I 71y �' `Jat'. aa'} ,7w x i. +�} [., w yta•."i,M ' ��5�.:�>�'�»'1 '" d `• `` #'! r2�'�s kitn a4 :G} .N ,$}� x�.ij l+, ;53ii:�11.4...'�&i.i�twtf:.;t'i r.,{Fl .7'.'. ;•:�',�,iy'�,'+t+y t't2`,.Nl�s v yr}yi.r,. r �,.�'it.. +:{7 �9�,71 `'y.:;hr(�i• _ �' I{11 � t P�F ' .. :c .. �:'' .^r .t > jt£ �;, ,itt ,t� y I k! e' f �y'is r y..t,r '"a��tC r�,.a,.NC•''�i�'�ht� t �t��',i Ix f1. 1`l ...«,..»a•.e+w.:�F.,. ,,...+:i,'xt.... ........ . .. ..........0 .»,„,•.wrrn•'.�t,iw?'Alin•v. ,.._.. .. ...,... ...... ....�..... .-...w. ..>K+ n.l...t,.,, .,a..........a ..t....,y .....cLrw.r....,..w..:driS.y....5..� ,.! J'e,'.:Y Aj�*� SJ'f WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI �* SECTION 11399 - BIOFILTRATION SYSTEM PART 1 GENERAL. i r 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. ' : m 1.2 SUMMARY '; A. This Section includes a skid-mounted, modular biofiltration system for the control of r t Y g Y P3#•r h dro en sulfide and other sewer odors. The system shall be complete with blower, ` humidification system, media moisture control system, control panel, drainage pump, ti and interconnecting piping and ductwork. B. Related Sections: 1. Division 13 Section"Control Panels." �:.•'''t't;� f�r,;�,Y; 2, Division 16 Sections for electrical requirements. 1.3 SYSTEM DESCRIPTION r„`,14,� f +�•a t"a i w,r A. Capacity: 1,000 cfm. 1. Inlet temperature: 70°F design, 55°F minimum 2. Inlet relative humidity: 70 percent. Vi B. Hydrogen Sulfide Design Loadin _,, ,1 'r; ."1. Average: 5 ppmv. i "rii ?' 2. Peak: 10 ppmv. � �,: ��„',•, C. Structural Design: ,.t.. 1. Roof load: 20 psf 'i ,' ; 2. Wind load: 70 mph ? : •�jk°`.,: •u 3. Seismic load: Zone 1 ^,p 1.4 PERFORMANCE REQUIREMENTS A. Hydrogen sulfide removal efficiency at design conditions: 99 percent. yr' 1.5 SUBMITTALS A. Submit the following in accordance with the Conditions of the Contract and Division 1 =' �u.r,>, Specification Sections: C5-4199-00 11399-1 BIOFILTRA.TION SYSTEM RO— 3/19/01 . ��ru” rw.••••...-+'�. •^•.,.••.+*o�nrayy/4,}yptpMr+a'+tuna+..,..•�^- k y , 5 -'•��,.,,...,..•r e r i n T S"( 1 t �:(��•,`r'xl�,l;S';`i'{4+�^ "Fr# r.{t:i� S�1fYYfrIJ+;��'t t�`�• ',w`,�n' y.f'N;')•: f .,1,t '°:r, �7�iYt•>Y, ',�.'u=41.;' +�, u) 1(. '{$S• , s t t. r .is 4:•ry tt.r:,r, 1. :,fit s' i,�7 gJ 1,yr .� }; i ,� ,. } >.,�`• ( r .r•, r ., , r xt, t. '�R r�1..1;1<f fit': K'. ..- ![ PJ't<'hlt,3 In M1r1 7. i�. .i.,,tr x,:, t ,er.' ,? :,.. >2"'r,'�s3Htr 4'„�?Yi.r•:''' )yry:� .�,�.�qq��'f1 i1• 4:"s ik',^ � �1 t' L IJ .�C•'. ��' .6'Y 4 f!..r,t � t}1: �rt ,b,'^tF..4,5tt r� t,t ;n', .,� .J rt. 1 .r: { a � '4f, j .1 1r , ie, S �, r(�,..t�,� ,�r,�,t�:i..,(. ,�,F••.�ttr�lr'• ,r� .,d .?;,t' �'ft{'�2!,+ ,q. ,,.{., t ntSY 1 .( r' >•:'. •"t. +i%' + .�,;t` ,.L. 's ra'.7r., s } �FrS`'ii:Tf ..! Qd'� "r y�r a.Y:( ,.�� ,r,i 4'. '�'.;':"'k .V?, '•i'r 1:':'�i' v(..�., •t,+ I ,1 :t,� 4 S. .! ..Y+�.,.��.9 f.9 '�S•r.,1+�...�r /��{t V.. r ,,j,.t"`,�'i��;.r':i, .jY.,'t ..tj ri t ii a 'r: ata,..:;.,,t•,;3..,iJF..��.nlr,',,ttjjj;t;.,mc�:id' �J�},, C"I� ;;Gi.'4r.? i � 't7':7 .t:,,�:;"l.t ✓ 'd 1';` rr.. F ..t. '; 4 :r_ ,'1;,'.:, ,t t 'i r rA 1`f�,t�,..� �f � '� hr.r. 1r;�,,�ra� 'y. St r ?r+• {:' 4 i t J i. ,t .,}Lt r. �r'.Lt f�rata ' .t Y ...Y-.r f }��{ ? 'fy"'f. 9 ,rYG ,.r"'F`';'• .1 S'. ; s .c. r r.: i pY. .p,,.�,:r:•,.sr x.�'r';r, q,1 y3'.,�r ,rk .4n�.e+'"t�.g.. i' 1'!�,. t '.1 �i f ..ty,. :'� r J: •,t, ,',; I r 5 �,...:^.�`4:.� ,:tZ;!' ,'1 Y9,..f.2rY ��.S,.,e, s��.r`rtt; �' .S>tP'>,•t'.PiS� ,t, {'. f r'i a � t} .L' 1� rF t ric' {. N. ,�, �ik';b`"{iC:i4;i,f;$`'",:'t:t'� �.tl"'�+^�fi .I. 7 � { ,,. i. f1 +a^ r ;f' r r r} ! � � x a. ,�• {•.r .9��fiYtir.t t;:°�' `'11t'tl{M'RRHlIR DVw.rr.n r'a,..K..rir4..,...... r r......_.......,... .r ........... .....r rr.t� .. .s.� ..r.t. .. „,t..,.,,.-.. t .w+..•...s.✓..,... r... ,...r.......•t.n.vx#i�YnlNKYRK�RiS/.� ery � t �'�r�i �St(" N. } 4l S i WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI 1. Product Data. ! 2. Shop Drawings. # 3. Shop quality test reports. 4. Operation and Maintenance Manuals. 5. Manufacturer's Product Warranty. h, B. Operation and Maintenance Manuals shall be submitted prior to making application for payment exceeding 30 percent of the Contract Price. 1.6 QUALITY ASSURANCE A. Manufacturer Qualifications: Manufacturer shall have not less than five years of _ . experience in the design, construction and operation of equipment of the type specified at a minimum of ten installations. `` 1.7 WARRANTY f (a a A. Warranty: Manufacturer's standard form in which manufacturer agrees to repair or replace equipment that fails from defects in design, materials, or workmanship within a t t>•x''�t t z ` period of one years from the date of Substantial Completion, B. Performance Guarantee: Manufacturer shall warrant that the biofiltration system will perform as specified, when operated under design conditions, for a period of one year i following Substantial Completion. Manufacturer shall correct the cause of the {;r 1 deficiency or replace system at no additional cost to Owner if it fails to meet j;;,.=,s-�'t��<?"«'•�,''�� =� performance requirement during the performance period. Is l C. Media Warranty: Manufacturer shall warrant the life of the biofiltration media for ., period of tluee years when operated within the design parameters. In the event of inadequate media life as indicated by a drop i n performance o f greater than 5/ below I�, the Performance Requirements, the manufacturer shall replace the media at no cost to rl the Owner. vi J 1.8 EXTRA MATERIALS A. Furnish extra parts that match items installed and that are packaged with protective covering for storage and identified with labels describing contents. The following spare provided: }} P arts shall be P ' 1. One complete set of fan belts. Iseupa t t ; C5-4199-00 11399-2 BIOFILTRATION SYSTEM `j RO-•3/19/01 Ry t$xt r..,t 7rt ..:, r ;;ti' :1 ' 7 "CY t a E ti ,rr s. t + ./.: .f'^^'•' � r qqA i ,f rr� �.�{�2�r,i!t C�a'Ctj t�ti uK 't°��. � t f t i 1,� rk t ri. t!1 .jj `r r . ty � yttt.d � (!�.,C•bYP�•.x R 4't �^v�.:S!��YJ �.R �1 s>ftv4 Y, i iS y! t x i r t Z ( t ' �,C Nt St ry � Y�t 1„• t .n' i�?ff i r�i J(: rt`y ih>. S�r r}S 5. .t,;�15ki >; 4 t` t t x t i ;1 4 :u 1 t, G .{ 1 ,.,'y� � s�7�!1k a�7 i'>l f�r��kYl�It�'•'�7. 4,L 4 t t t Rv at t i J tl. tri , ti ,'; .l' ,, i l t s �r r�r r s. r ,,�� • F�✓ fx ri�•za:�rk^� "f;_�}l:i� + ; i. t a 2 .J t , �3 t. � ,r. } t l � 'J � rl�.:i+}f r ,��4<1�y�`` t ry + t,J(• , P w i .'.( r:': t }.� it e'tt y 4 �x�¢`��!'V t � .. w ( r , WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturersj;.,,,`al offering products that may be incorporated into the Work include, but are not limited to, �Ater r { 1f 114� the following: 1. Monsanto Envirochem ->` 2. U. S. Filter- Davis Products 2.2 MATERIALS AND PRODUCTS y A. General: All materials in contact with the untreated air, treated air, biofiltration media, ;`,,y,ii, `t`` or system drainage shall be fully resistant to corrosion from the following: I. Weak sulfuric acid solution. 2. Air saturated with water vapor and containing low n concentrations of hydrogen ' sulfide and mercaptans. B. Media Vessel and Covers: Fiberglass reinforced plastic vessel designed to withstand deadhead fan pressure/vacuum and indicated structural loads, provided with removable -0;,,i�;��s,, •:> covers for access to the media, and lifting lugs. ' 1. Fabricate in accordance with NBS PS 15-69• 2. Exterior resin coat suitable for continuous outdoor exposure and resistant to exposure to ultraviolet light. 3. Baffles: • t�;j4;,;,;�;`�;"::, FRP, PVC, or polyethylene, extending a minimum of 6 inches into the t w media. At least two wall baffles at different elevations shall be provided in the media bed. Flan I 4. Nozzles: Flanged, with suitable gaskets. �i C. Media: Organic or combination organic/synthetic material specifically designed for lowa;::,,t`yT:f4{; ;`;::` head loss,minimal settling, provision of nutrients, and pH buffering. D. Media Supports 1. Media Support Grating: vinyl ester fiberglass grating 2. Media Support Mesh: polyethylene or other corrosion-resistant material, f"�'��"',•t'"`��:"� E. Irrigation System: System of spray nozzles or pressure-compensating irrigation hose, suitable for maintaining adequate moisture content in media. °�,' 1. Solenoid Valves: Series 300 stainless steel, 120 VAC, 2-way, normally-closed, 'v-`��'�• `° ` rated for 150 psi s„r1 sx p water service. 4 C54199-00 11399-3 BIOFILTRATION SYSTEM x RO—3/19/01 ^........,t...e M-u!.n ww+•+^+^TM"`” -i",. f1 �?1 .j'•`b$:',,s, yrI �,,SuFi4 r.i. .�-IS{'� rr... A.+w w j'� I: �:..t.{{ 00.,.,};all:,r J II}y. ,.?i \ Y !r,i•': '.ri f 7 i s: t �..` 1 :d { it �' \�' rs I NOW r��!"1 ,�ri�?�$+'i).S+:fit��,' 4R t I ?'' .."it .t'� r \ ..1 :r,; �� + ��..' � t ,y•jf�;r �t{,rx.xy.{S,,et;`>�ti;� r ^4a? >s. ,,,�.� r'•Y1 ��ylty.�o 1t(f A\.Iyi'i..{�7 .l.{'� t', i � ! t Sf f .`�' > t.: �.t_'t:t,j �i y.�1 Se4r�,t T,i �'�{A ;�f';' ��t �•rIN. .r. i t ! r, ( ! s.;. t 3 ,f t � st s ' g � rir i �'. 1 ' 't.t� Y, \ f��,r�rrt'((rr � ,r t Y { 11 t��14'. i t � � ` . - �( u� 'F ty {i tJ 't� t.• 1.'4 try '• \ � 'j j !s. 1:�r ,....r r . d WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI a F. Drainage Pump and Piping: -resistant materials, located on the biofiltration 1. Pump: Constructed of corrosion nx� skid, adequately-sized to remove system drainage and pump it to a location as shown on the Drawings. 2. Piping: Schedule 80 PVC conforming to Specification Section 15223. ":� Y 3. Valves: PVC ball check and shutoff valves on pump discharge; true union type '`% with Viton seals and Teflon seat. G. Biofilter Skid Base or Plenum: ASTM A-36 carbon steel, with liftin g lugs.s. Desi ned - + °'``''` hi•. g to support the weight of all components; suitable for mounting on a concrete pad. r r,Z_ 1. Fabricate in compliance with AISC specifications. 2. Weld in compliance with AWS or Section IX of ASME Code procedures. 3. SSPC SP-10 surface preparation with 12 to 18 mil dft Tnemec Series 120 Vinester coating. ;'' H. Ductwork: ASTM D-2310, Type I, Grade 2, Class E, designed to withstand deadheads fan pressure/vacuum. ';:t'•: % ''> ., -2467, PVC I I. Piping: ASTM D-1785, PVC1120, Schedule 80 PVC with ASTM D • �..�! ` tom" tS Y4'S(14 S ': fittings. t rt :r �r 1. Valves: PVC Union-type with Viton seals and Teflon seats. !! Or{' kt. J. Heat Tracing: Self-limiting heater cable complete with thermostats and all necessary connectors, tape, terminations, and other components necessary for a complete system. Cable shall provide 8 watts/ft at 50°F and 115 volts. Thermostats shall be wired for L.► high temperature shutoff, with a minimum range of 20 to 100°F. Provide system to heat ,'x1 ;� trace water and drain lines from ground stub-up through the entire biofiltration skid. K. Insulation: Glass fiber insulation with average thermal conductivity of 0.26, and a i4t`+4sy4 „i, density of 10 lb./sq. ft. 1. High-impact, ultraviolet-resistant PVC jacket, 20 mil thickness. ,}+ ,i'tifY.,d' L. Fan: ASTM D-4167 fiber-reinforced plastic fan, designed to deliver the design E " t volumetric flow at the maximum operating system pressure drop. '- 1 1. Housing: Solid FRP construction, using He tron 92 resin or equivalent. { g g r fi,a a. Exterior resin coat suitable for continuous outdoor exposure and resistant to ,..: exposure to ultraviolet light. b. Equip with inspection port and threaded drain port. 2. Wheel: One-piece FRP of Atlac 382-05A resin or equivalent; 1800 rpm r ! ' N maximum. ' _ SYSTEM CS-4199-OQ 11399 4 BIOFILTRATION SYS t; RO—3/19/01 , tD't^^7 �ewwxxxu n^"^ h ^_" . I7�+xcamn awuvawwrs«^_.°^ w. °'^yMs9S3g Y HptL§f9 - T y r F,}t`• t, ]]]{ r ri t r •� r c .S ( jV+tJ i`�d R o A =a' rt �, r, .� c t t t 3 J ` J z • t f '} ��;�'��'�'� �i SG$ B/ ; 1 le a a � Lt'>•tr'�aF3 P 3:r. is r t �fis17 � ... r.i 1, k .j 0 raj Wj'(i. y>t tx fir ..::.:..,:w,..+w•wr•v.r.+'+n,.w,.«...w....,M,a:,.... ...• a.r,,,.u�.. ..:.............. •,.. ........ ...,•.,.. „r-n. t.,.,a�..>u. � �a r, .._....r.. ..,. . ..,.......w..,--ee..w.......w.... ..,..... f{ s � t I la,'y WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI 3, Bearings: Grease-lubricated shaft bearings, self-aligning pillow block type, ball or roller bearings,with minimum AFBMA L-10 life of 140,000 hours. 4. Shaft: AISI Type 316 stainless steel with Teflon or Viton shaft seals. 5. Motor: 480-volt, 3-phase, 1.15 service factor, high efficiency, Class B or better insulation. pp •.'� /'q�, 6. Expansion Joints: On fan inlet and outlet to isolate vibration. Suitable for system ,,r ,l;,rt.;;.. •; pressure/vacuum corrosion-resistant materials suitable for outdoor exposure. -,' ;=`>t'=r M. PressureNacuum Gauges: 4-inch dial, aluminum housing, :k2% of full scale accuracy, • �„ Dwyer Magnehelic with low temperature option. N. Fasteners: ASTM F-593 and F-594, Alloy group 2. 2.3 CONTROLS d N` A. Control Panel: Refer to Division 13 Section "Control Panels." f:;:?::•-f++` ` lU 2.4 FABRICATION zz'�;'�ttj...;':: ..::} r i rgi� 5yf a i '.t A. Shop Assembly: Assemble all components on skids to the greatest extent possible in 1 the shop. :f?;455 ,�a { 1. Factory plumb and wire to skid limits. I's�i, nT> UM•.r. � ., iY,iji!C�i•.1 w�, •�5��rY�C ,r B. Support all components adequately. °`�a • { .. ' C. Seal all cut edges of FRP with resin so that no glass fibers are exposed and all voids are !� f filled. t D. Heat trace and insulate all outdoor water lines and drains. s% ti7'r f E. Install pressure gauge to indicate headloss across biofiltration media bed. 2.5 SOURCE QUALITY CONTROL r, A. Dynamically balance and test fan at operating speed. : ;•r, B. Visually inspect fiberglass fabrications for defects that impair serviceability. Repair ¢ F,, defects in accordance with NBS PS 15-69. C. A qualified manufacturer's representative of the coating to be applied shall inspect the "',. . surface profile, after surface preparation, of carbon steel items to be coated, spark test coatings to identify any discontinuities, and verify proper coating thickness. C5-4199-00 11399-5 BIOFILTRATION SYSTEM RO— 3/19/01 ',�t,i .IY 47t• � .CS�t ,• _. .^"^1 - =777 Y 1 f y.s`• ry.. .ST z\, f,'....,p � ri »,j t�.. :f �,5„'"'r{;J•a'L�i'�f wt. � : rS ti.''j .f t 4.� t r !Y i': f. ,5. j Yki �i ,+,t..f� !t ttrt`�j-yttr ,�rf:wk.��.T� 1.yk',r�r,. },,. Gt,,,.r ,'zUn." a. .,, l 't «' t ,1,'. .tlt , CS .7 ,t yrr.. _.1•:�.t,,�,: s.rp S.4,,,•F I�,.< pY.ly; a.L .i:li3f��t,>.) �'S';tt.r,: �:r 1 a ?. ,r. t z.,• ai t � ss+, .iy�.�`a•s.."lir i',,C j '.xa;. •;�j 1 t} t 1 '>,•� { ,� .t..'t..}: r'j r e .1=r. t}Y vf.,,;, 3t'4�lf�:.,�,'+��'!° d tnrY t t"i.I7fITc '.n t,. ,f,:�Z.. t tr+ 7..Q..e t 'i.. .c' ,'f�c �,, .�jt ,� tit �^ �.�`;st'i�(.f'.}1� ://>�{�,j,• •. f��, Y� ;Y�;...1,t ,r}., } ,r �Y` ,�i ? 1 t i i .r t ,r. .t `.,�'4;1�,.4"i:yryr r�yt Li •�1.:;rp -fh �•..:,�s: i,h<Crr i.7,. l,t.\t}i' .:j 1rN•' 'J. 7 nrt� 1 :1 t f� .(: ':J .:j !r :•S J F :r.:� ,1 T t �M1. t��iJ ri'.` �4.,-», 5 i OR, YY , Y e ,f �lf;'�i,q �1r�'' '�..F:;?•1' '!f y jt' i =:.=rzS.:ie .! 7 1 r •t s.r y i i.t' ..L.! }��z .,tr ,.,{r�• [.cy1. '1�'h r,�s f'ytl ir.th =Y Y!r r- 4� i� i �= di 7U.) .a ft { i ' :a ZPt.i•� r, t' isd ,t'7'+, :�j,^`i.t.�..�t5� ,�f rt.•h�, .C..4. 1 s <'t , � ''i .f r ' ) t .1;.L 5'nF.%r.v'. isSCa'y'i 54�4"lt�J�� {di}ts -,� `?.fi:,+",S .i. .is! ai- t U • '�.tr{ x. •�E ?r 'i r.14, }t�,: '•r y. t r:t .Sl...z�i t. ..:�t'4�., ,. ..�fh�"ti'".�y, 5 < r•4 t r 1��• I't� r e i. .t f. 4:,�,r;„-, trtt t p-S{j�N}p (S� h} `J'` i Y h. i k*•} }j V.r (f 1. ., f ' .. .....n...rnW.mwF3Y eM+N't`hr.Ji•'+hk45iSa'+ �. �S t$yr'i t �A ''in .., ..',-Lw.,.•t,»r+.wrNr SnrlX,hK>4n+�!nrwr...,.....,.,r.s ik Y{L�i}t�,t��br J, •F�t''Ve.fy�fe{i:f'YfiF { WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MIS50URI rl �*�' � PART 3 -EXECUTION 3.1 INSTALLATION A. Install system components in accordance with Manufacturers instructions. ' " B. Install and properly support interconnecting piping,wiring, and ductwork. ' trace and insulate exterior water and drain piping. " C. Heat •'��- «;: D. Touch up all damaged surface coatings/gel coats. '_ ........... ; 3,2 FIELD QUALITY CONTROL ' I 4rrtr��.�f5�t A. Dynamically re-test and re-balance.fan after installation. �...t; Leak test all piping, ductwork and equipment;repair all identified leaks. B. p p r,Y I 't4 i"t 4St��Tf�F . ,t;f C. Owner and Engineer will test system to verify compliance with Performance r I X Requirements. Test will be performed after a suitable acclimation period following , +a�,,t system start-up. ,rx err „ a 3.3 -UP SERVICES START ION A. The equipment manufacturer shall provide the services of a field representative fora a't `•'` re than two working days each for start-up inspection and for total of two trips of not more g the Contractor and the Owner's personnel in the start-up and • ' instructing and assisting n f proper operation of the equipment. a4Y s` END OF SECTION 11399 4 1 l i ;Tj��! � �id1 •. ,3414 Yt' 11399-6 BIOFILTRATION SYSTEM C5-4199-00 1 RO-�3/19/01 'i+rR`'! ? .t :.s 'f ^".I..,ewmw.�nwsvwwKrq.•vveR, wS r s i "'""°T�'�"a"^r •Y,, �r,,u"":',^.?j r t ,fix 4 "Gc.I i � 4 ! rw'""....+,.�-�' 7, i i tS.j t '• ,rE t:t�',�5 t � t k'r�t'�1g� Jk,.�d�'i�• ;� tt {:.s.{;,spy�(5 / t! '�i>t t 'xs t�5.C 1 �,1 t i., tr y " F �•�;A�J�+ i '' ','+.• sE 1! r'`• 4�Y 1� r•E�'t:X�: r•k�4.'S^.��r1 lL t!, t4w't l�i'0� itr, .h If> t ! } J 5:.,: !' �'! 14 1�J' i,, l�ti i.G��IhtV'(}t'�i.4`.i:�!; 4:1 r+ � pp a i t�s �"$}, v�•3'`{!f ,v�yr,�f�i 1'i t� :i'F{ uf} v?<u.�'r, .{ii.,y�.��; -.S�'t S 5. f t 3 q•3 {r;�Y � }u } :k •T,. ! ,5,.�:�'S..y.�•rt.�r{o,,. ,.�+.¢:' t'tir.r c;.1t.`t.`-�1 1}r J!,�i�r.4,,`;ya G ft. "�4'y v:C<.,nly;yi: c t '(tt '.{s , :i t{i�Sh,C:>4�,:�,"?•.�}r.�y'.<i,C� Iy..Nd.�,� a triSfr� l � I ;t,�', `� rt4t �,•.1 ,r°'r'Lw��4,. ..�w5s�'.t �4:+ r, r,.ti, ^,��Ju', :i .�,at�,5�„�{47n.rs z:ss I'e d a?„ r S 3 t r�v�5;�'`''�ST,`;tS.? t,;�""(1 {{ '��',�'�sr:�{,�t h r. 1' t ry ,h ;t�r�y,, ?,'�i,+...st„litr' =r, •., ,r,.�} 1.} +J t S tir:>.:t' t,,..,t..a..,t t .t�V.',,.l1 !t>{,•i t C},Kry .�'{ t3•i(r, r .;..1 t; ' dCi? . ,.,tl °r''I S",�,:sr brt. .s r ,i��G} uyrs�,rrnir%}t'.4.•SrX.F�'{.(,h `}�,fi S,rt�}., ` .¢ pr4,a,)t, :°,U•'�.''', }1;.,t;. .r j�,ct�,'G.S', ,,;ti,nrif.•4•,,f1,a vs. 1;r .;,�:rtr;fir. il� J. ''F.,C.' {r' k+5'�•�yJzy�'.•..,!t•yy',v y .Y,t {f. l, ':Y 4t,,5f '> ^�7 � 'SP. a �t l�r.� 1rJ• /"A..,,1;5:{, q�{t,,,yE'�,� �i,,�'! s`.�.r q2[� �.c':�i: Ipt, a�' 'lj5 .35, ,.xt tisjt i• r�.� r� i.. � },t �d rr. `f. t '.r r t ! i r tr t 9'ty ; t' 1,� i �. t `� s i=.} Y ,�,raS�J9,�• � t.`;l�r " !''r. !! i �1:' S r�tj{FXs'. i•i'��FLI v,^J rF �t �Y� � t2• � t 's <rpF i t r IiC ..t t, t .`r '.r 7' b 4 ) '4 y,y1 � d_°"r. '?.`"+�•,'1 Ckr� JS.i�'�' �';i`.f r !7, .7 +l•9,G tf� l:�t:t.l/r .C.c.dfi ti.? �»j; t { rr �': t '..r73ii 't t,$ st?•.,s3 rt 7{far{{`�.tf �,r tlY. Kxd; frt' (. , s st V c. ��. � t� v t 3 ,. ,7w S .s � .Y}t�i� s !:r=4 +.r, 4ii�,y�,�'I,s,.�.,�i��}L3�•+��f ,, rs .,...`w.r wKa Miw.Tq xu..a �...,..to.... ........,..«... ..._... ,.! ..,l.v , o , i., ... .. ,. .... ,r.ryt-^.i'.°�.flri. +"f..h,h ... 11 � '• ' WATER POLLUTION CONTROL FACILITY EXPANSION ' CITY OF JEFFERSON,MISSOURI •:,. �' SECTION 11610 - LABORATORY FUME HOODS PART 1 -GENERAL s� ti 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and .,1 Supplementary Conditions and Division 1 Specification Sections, apply to this •r�:r�i;J �, ? Section. `• - +y� 1.2 SUMMARY 1k� + A. This Section includes the following: 1. Bench-top laboratory fume hoods and fans with auxiliary air chamber. 2. Fume hood base cabinets with countertops. 3. Water, laboratory gas, and electrical service fittings in fume hoods. B. Related Sections include the following: J 1. Division 12 Section "Metal Laboratory Casework" for metal laboratory casework, r i including countertops, sinks, and service fittings. 6 ,yllrt { 2. Division 15 Sections for fume hood duct connections, including ducts to fans. j` 3. Division 15 and 16 Sections for connecting service utilities at indicated point. •;'` Piping and wiring for service fittings within fume hoods and casework up to point of connection are specified in this Section. 4. Division 16 Sections for electrical connection of fume hoods and fans. :a,r�tit ,l { 1.3 PERFORMANCE REQUIREMENTSt { A. Containment: Provide fume hoods with the following performance ratings at a face velocity of 100 fpm and a release rate of 4.0 L/min. when tested according to ASHRAE 110: --�� 1. As-Manufactured Rating: AM 0.10. y ^, , f. B. Structural Performance: Provide fume hood g components capable of withstanding the P p following loads without permanent deformation, excessive deflection, or binding of w cabinet drawers and doors: 1, Fume Hood Base Stands: 50 lb./ft. countertop, 75 lb./ft. on countertop, plus Z;�+,• � weight of hood. � r+ �a C54199-00 11610- 1 LABORATORY FUME HOODS ' .,. RO - 3/19/01 ,h } rrrr tk'wfiresrw;.,rc-• }..�' ..l.r; """""""+ wa.w�any rrw•rw+a t +w.rM tw.•a .w...a77..�.r �, 'fi__j'"'!y'+ t 7, ,x.'+ i. ttZi a i. 1ST"+17rr l, kr tf y i yt• i + l i? ', t i� : r t. t '- � ly ?.t '!jr. 4¢r + S'::ititi � 5, +( `x 1, -v7 �i 4,; r Y,ir` Cs ..3.�i. t � �•, :+''n,. 1 t �'f r. i. +i,t +y.. t s�J {a e f+4 � stT { 1,iF ,ft�it. -{ ��+ aq "u , fit } 3 ( .. a+• .._...... —,✓. nr r:a .. ...n r. .,xu it +Dt.#`f.R,;.,'„7+riE "S'r { i { (41.1. .MtSNnrJ Vay...wa.a......,e.r...,.......nw....�..a....,.......:-Av............ . .. .,.. .... .. r , a. .. .... •. ..t'. a ACILITY EXPANSION � WATER POLLUTION CONTROL F ' i CITY OF JEFFERSON,MISSOURI 1.4 SUBMITTALS Product Data: For each a of laboratory fume hood, fan and auxiliary air chamber }' � A. P type rY I specified. B. Shop Drawings: For laboratory fume hoods, fans and auxiliary air chamber. Include plans, elevations, sections, details, and attachments to other work. 1. Indicate locations of blocking and other supports required for installing fume � g Pp q g .� �,,,�•,� hoods, fans and auxiliary air chamber. , { ' • K, 2. Indicate locations and types of service fittings, together with associated service j 4 ' connections required. 3. Indicate plumbing connections duct connections, electrical connections and 4r. P g locations of access panels. 4. Include roughing-in information for mechanical, plumbing, and electrical I connections. 5. Show adjacent walls doors windows other building components, laboratory casework, and other laboratory equipment. Indicate clearances from above items. 6. Include layout of fume hoods, fans and auxiliary air chambers in relation to lighting fixtures and air-conditioning registers and grilles. �,7,..., 7. Include coordinated dimensions for laboratory equipment specified in other '}`. . rt Sections. C. Samples for Initial Selection: Manufacturer's color charts consisting of actual units or " sections of units showing the full range of colors, textures, and patterns available for ` '-F' ' fume hood exterior, cabinets, and each type of top material indicated. D. Product Test Reports: Based on evaluation of tests performed by manufacturer and witnessed by a qualified independent testing agency, indicate compliance of fume hoods, fans and auxiliary air chambers with requirements based on comprehensive j testing of hoods. `S y}CtN ;a 1.5 QUALITY ASSURANCE `•11 A. Source Limitations: Obtain laboratory fume hoods through one source from a single k4n3a 3t`' manufacturer. ''- 1. Obtain casework for laboratory fume hoods through same source from the same , {. •,iY;"':; '. manufacturer as laboratory casework specified in Division 12 Section "Metal � erC¢ '�'. Laboratory Casework." ' B. Fume Hood Standard: Provide fume hoods complying with the requirements ofy ; '{ .; •A SEFA 1.1, "Laboratory Flume Hoods--Recommended Practices. C. Safety Glass: Products complying with ANSI Z97.1 and testing requirements of 16 CFR, Part 1201 for Category II materials. t,t C54199-00 11610 - 2 LABORATORY FUME HOODS •';s RO - 3/19/01 BMW I I4 !hiiH4maaNiWa`+.ry`!"wrt'^.�"" .+w*rr•.aa...,mrauwoent+... 4 "^�.+twAVt�FI x �v i1�1 kgX� I i .. ;r I I i � ,, � � R: � �Sty '� ^' ¢1 r t 4 t9rv, 1 . � t i a 1 . �`}N.� �'�i 4 a� •, i WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI t 1.6 PRODUCT HANDLING A. Coordinate delivery of fume hoods with delivery of other laboratory casework components. 'oil B.B. Protect finished surfaces from soiling and damage during handling and installation. r Keep covered with polyethylene film or other protective covering. t,> j 1.7 COORDINATION A. Coordinate installation of fume hoods, fans and auxiliary ' .E J) air chambers with .�, laboratory casework, fume hood exhaust ducts,and plumbing and electrical work. PART 2 -PRODUCTS ''`' +?" ' 2.1 MANUFACTURERS A. Basis of Design: Kewaunee Scientific Corp.,Laboratory Division Fume Hood HOS, 6 foot. B. Additional Manufacturers: Subject to compliance with requirements, the following ,�. manufacturers will be accepted provided their products meet or exceed quality performance of Basis of Design product.: I. American Desk Manufacturing or Division. 2. BMC al Products Inc. Nation ' q ,1 3. Duralab Equipment E ui Corp, � 4. Fisher Scientific, Ina 5. Labconco Corporation. '_ • ' ' 6. Lab Fabricators Co. 7. Norlab, Inc. 8. St. Charles Manufacturing Co. .:j 9. or equal. 2.2 MATERIALS A. Steel Sheet: Commercial-quality, cold-rolled carbon-steel sheet complying with ASTM A 366; matte finish; suitable for exposed applications; and stretcher leveled or roller leveled to tcher-level stre ed flatness. B. Phenolic Composite: Factory formed under high temperature and pressure from cellulose-fiber-reinforced phenolic resins with a pigmented, chemical-resistant, 1 ,.. •: melamine-resin surface. 1. Physical Prop Comply with the following minimum requirements: ��.' ��' ' '.:' C54199-00 11610 -3 LABORATORY FUME HOODS" RO - 3/19/01 ' r Y�S�.rin SS;9x:t' , •,::o,.<<�:t li.,�i - i )+,w...meua!b.,w y�r .srL.',�`(::'.t'i(;;ri:4;t,.,t)•7.'.„.^+:1.:'1�.r`�':`:i*".:;.'s t 7_;.1%,:1 S,.y 4.t a`•a,.'9!<a t;"`S'}is;:r..'}ai H , •: :'.n,.•,.'r,=>{X}'t,}s.y]y q'sY'�et's rr'�.Y`.8',q'/t r 1,.:' •,;`,,:i'., 'I,u 7 "vf•..1,b ',a; .t{. t�" t t ) z �� t :�n...'.(�:•':: i r k.,y e,C 2. ((ksl•dt.,,y..r�ts,} td d a 7,r�k+� t-r*:^" tt r: t. r ;, .t, �a• `sib"..''1 ..-�. 4 D'. ' ui f: f ) )i t r t '1' 1 t "� ff• l :f 1� �,"',YF )., •4}4;'4.':' :6•. .� 1-: .1{,,lY., ;t.'t C� i n•J t. " '�i. •c t p,, �;',:�w i':'�] '� ^[•-.e+ e.�s° .;�Y,�, x+,•' st✓;i:• ,''�', s t�.f ldit nt .t4 :i F r tt ,., r, Y�}�I�.p: :k•� y ;{t^, „�„„4J.s.,.v^�tj i;;",} ..i it.s , -s };": .`.:tl, I `�.., t.-r. \,,f., t.�• ti 71 7 7,:,7+�, •;z.'�' V ,�f` 4 t J / i t S J< l `, Y 1 �j.�'•;S) t.�'rf4 G'G ,� 5.,1,..5'-t% Z�,�t t:Y,u ...t 4rt i. '' �.lJiS t � a, ;.t ,,t t r+ i( i'' :i i .t t r t i :.b, .lr hi 1';:h! / } t` •fi9`•r�sx .1. :i'. t'f� . Y S: f7 p} .,ttr ..�• ..'i f .. t .:. ,t t{.7 + 4 i ,,,(�r^ �41t 3 {��.✓:,G ,�� ..,t. its ,. • ' '' t , .. .. .. ',i i�: ..S ' �i: r4j ..t ail, it(,t�.'I'• i•• 7s \J - .�i: .'{ i -v if- .r`7t�.,4;s f �}. .t,rMtrt.:ytf 4 ,+.,...,.....:,.w,.x.,.-w i.z+.r..,.... :.._....._ ........,,.. .w.�.:, r .. ,r4:i•,., .. •....Nf r,.,.,5rr.iNSlf rr.r i.r t hvs-In fi.r,rt.k2k1L1UCft!.i'1� '! WATER POLLUIION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI a. Flexural strength: 14,500 psi. ` b. Compressive strength: 24,000 psi. C. Hardness (Rockwell M): 95. ! d. Water absorption (24 hours): I percent(maximum). e. Heat distortion point: 350 deg F. f. Thermal-shock resistance: Highly resistant. i ( h J 2. Flame Spread: 25 or less per p S .E 84 ASTM 3. Chemical Resistance: Composite material has the following ratings when tested jwith indicated reagents according to NEMA LD 3, test procedure 3.9.5: a. Acetone: No effect. b. Hydrochloric acid (37 percent): No effect. '; C. Hydrofluoric H drofl ' y acid (50 percent): No effect. d. Nitric acid(70 percent): No effect. e. Perchloric acid(70 percent): No effect. f. Phosphoric acid (85 percent): No effect. g. Sulfuric acid (33 e No effect. h. Carbon tetrachloride: No effect. i. Ethyl ether: No effect. � j. Furfural: No effect. k. Naphtha: No effect. .'F`''"';°�' ``•- ya.`. ¢q 1i'tl Ili GEt y 1. Toluene: No I effect. � r; :�;{rr� t r=,f-�;• m. Anunonium hydroxide (28 percent): No effect. n. Sodi um hydroxide ( 0 p t No effect. o. Zinc chloride: `` No effect. p. Gentian vi olet. No effect. C. Tempered Glass: ASTM C 1048 Kind FT Conditio n A,T yp e I Class 1, Quality q3. I` D. Laminated Safety Glass: ASTM C 1172, Kind LT; Kind FT, Condition A, Type I, 1f,, LF t Class I Quality q3 lites with clear, polyvinyl ty y 1 bu ral interla er. u 2.3 BYPASS i;,.,v:q f�t=;•� ", ' ; FUME HOODS sat ; A. Provide fume hoods with compensating bypass above sash, which opens as sash is closed, to limit air velocity to 4-112 times the face velocity with sash open. Provide hoods designed to operate with a face velocity of 100 fpm with sash fully open. B. Splay top and sides of face opening to provide an aerodynamic shape to ensure "uuf•` ' smooth,even flow of air into fume hood. e C. Provide airfoil vane at bottom of opening to direct airflow across work surface with 1-inch (25-mm) open space between foil and front edge of countertop. Extend airfoil ,�al - 05-4199-00 under sash so sash closes on to of foil.P 11610 -4 LABORATORY FUME HOODS RO- 3/19/01 , }� w'� p �«tr 7 w:».:.a�.�l49"tYflA4tts52iRt'l ik`�lrYXiSx,.FV.tvts!��* t ^.--^+-.....r.�.w5wrxn�:.Iw+sewn.r..T+.,r7-r Y 1 i'SF tr iYr tf •rJ t :t z t t ! ) ( { 3"" 5� 3u +s` 7j)' If%,j rtl ty{,ft =} l i`/ ! Sii. . ,, 1 y, Y + , , .vi ! ff..,r+ i� .f i t� 'i�t7��° fff„„J•' R . r ±±yy T 7l r }� .c� tx !: �;1 ..i �i•il£#`i'ts I j WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI 2.4 FABRICATION r + A. Steel Exterior: Fabricate from steel sheet, 0.0478 inch thick, with component parts screwed together to allow removal of end panels, front fascia, and ai rfoil, and to allow access to plumbing lines and service fittings. Apply finish to interior and exterior surface of component parts before final assembly. <':;y,r B. Ends: Double-wall end panels without projecting corner posts or other obstructions ' :rd to interfere with smooth, even airflow. Close area between double walls at front of fume hood and as needed to house sash counterbalance weights, utility lines, and remote-control valves. C. Interior Lining: Unless otherwise indicated, provide fume hoods with limns of the `4' ;:�wt , following material: 1. Material: Phenolic composite, 1/4 inch thick. D. Lining Assembly: Unless otherwise indicated, assemble with stainless-steel fasteners or epoxy adhesive, concealed where possible. Provide end panels, back panel, and top fastened together with cleats or steel angles to form a rigid assembly to which t'r .,f,+/ ti( ; • f' j exterior is attached. ' 1. Seal joints with chemical-resistant sealant before assembly to prevent open joints ' r or spaces. Use stainless-steel truss-head screws or rivets (not countersunk) for assembly of panels and to provide maximum strength joints. 2. Punch fume hood lining side panels to receive remote controls and service fittings as indicated. Furnish removable plug buttons for holes not used for indicated fittings. E. Rear Baffle: Provide baffle, of same material as Rime hood lining, at rear of hood with adjustable openings at top and bottom for adjustment of airflow through hood. Secure baffle to cleats at rear of hood with stainless-steel screws. Fabricate baffle for + easy removal for cleaning behind baffle. i • ` 1. Provide control adjustment strips at top and bottom with stainless-steel knobs. with adequate volume to provide F. Exhaust Plenum: Full width of fume hood and q P '1 uniform airflow from hood, of same material as hood lining. 1. Provide stainless-steel, epoxy-coated steel, or glass-fiber-reinforced polyester duct stub for exhaust connection. G. Bypass Grilles: For fume hoods with bypass operation specified, provide bypass grilles to conceal plenum, with required free opening. 'r�+,''`�•7a;:J;,, .r (•' J r �• it.i. S' '4'> -4199-00 11610 - 5 LABORATORY FUME HOODS r RO - 3/19/01 `:c:tw jy7 I I S i� ��Ut ��"Tla.m. , , • , t,l s� ^r5 St� I f,(s y ' i It �..ir ? t ' v `...•_.i .• .. r �t '.t� y r A2� Fhi , LV 71 t. V r WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI H. Sash: Provide operable sashes of type indicated. Fabricate from 0.0500-inch thick ' ` stainless steel into 4-sided frame with bottom corners welded and finished smooth, Make top member removable for glazing replacement. Set glazing in chemical- resistant, U-shaped gaskets. 1. Glaze with safety glass either 5-mm-thick monolithic or laminated with 3-mm- ' thick plies. I. Lights: Provide a vaporproof, 2-tube, rapid-start, fluorescent light fixture of longest practicable length, complete with tubes at each fume hood. Shield tubes from hood interior by 1/4-inch thick laminated glass or 3-mm-thick tempered glass, sealed into ` hood with chemical-resistant rubber gaskets. Set units so fluorescent tubes are easily : replaceable from outside of hood. 1. Provide fluorescent tubes with a color temperature of 3500 K and a minimum color rendering index of 85. J. Base Cabinets: Comply with requirements of Division 12 Section "Manufactured Metal Casework." 1. Phenolic-Composite Tops: Fabricate with front overhang of 1 inch over base cabinets, formed with continuous drip groove on underside 1/2 inch from edge and with factory cutouts for sinks. $ j a. Top Configuration: Raised marine edges. b. Top Thickness: 5/8 inch. }i= ✓,ra ! I 2. Unless otherwise indicated, provide phenolic-composite tops and stainless-steel I p sinks. K. Filler Strips: Wood or metal, as applicable to match adjoining surfaces. Provide as necessary to close openings between fume hood base cabinet or hood exterior and :�� adjacent building construction. gaq co y L. Fasteners: Provide stainless-steel fasteners where exposed to fumes in hood. 2.5 FUME HOOD FAN A. Basis of Design: Kewaunee Fume Hood Fan 2C-3303-D2 for Fume Hood HO5, 6 {4t t foot. 2.6 AUXILIARY AIR CHAMBER A. Auxiliary air chamber shall comply with ASHRAE 110-1995, BS 7258 and DIN 12 924 standards; sized to match fume hood dimensions. ^ ;! C54199-00 11610- 6 LABORATORY FUME HOODS RO - 3/19/01 a �� +w,-w-rHaKnxounvzaataystav«ww "^"4`�T'1„ r `r pp,� 4 x. ` J' ..•7 M'^+�IM%titrµ�.lNOwwq;kF i 9•e"'l` Jt �f' ;;ffi�t., � ,w, . tr' � ; r 3: Y,•",.;�' rii h. ,. l r+sa W,1111 r Yf, r. r ,.a.+.. ,a..i.w...t.. r k ra,.' e • a•.H,x i t t WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI B. Air chamber shall have sash pocket enclosure and closure panels and be fabricated of cold rolled steel, with exterior coating to match fume hood finish coating. i 2.7 ACCESSORIES A. Service Fittings: Comply with requirements of Division 12 Section "Manufactured I Metal Casework. 1. Provide service fittings with exposed surfaces, including fittings, escutcheons, and trim, finished with acid- and solvent-resistant, baked-on plastic coating in manufacturer's standard metallic brown, aluminum, or other color as approved by , Engineer. + j 2. Provide service fittings with parts exposed within fume hoods made from 7 polyvinylidene fluoride. a i N 3. Provide service fittings complying with either of the above. it V y r B. Airflow Indicator: Provide fume hoods with airflow indicator of the following type: 1. Indicator Type: Direct-reading aneroid measures . (Magnehelic-type) gage that FS '" '•`�i, a`° . ` e fume hood exhaust duct static pressure as an indication of airflow. 2, Indicator Type: Thermal anemometer that measures fume hood face velocity and :. indicates whether normal,normal or above normal. it is below n � ^,,�� J ."•, 3. Indicator Type: Thermal anemometer that measures fume hood face velocity and I � displays as digital readout. 4. Indicator Type: Any indicator type above. ,� kilt{[it rt C. Airflow Alarm: Provide fume hoods with audible and visual alarm that activates ' when airflow sensor reading is outside of preset range. 1. Provide with either thermal-anemometer or aneroid (Magnehelic-type) gage } airflow sensor. 2. Provide with reset and test switches. 3. Provide with switch that silences audible alarm and automatically resets when ', ..•'% �, airflow returns to within preset range. `' D. Sash Stops: Provide fume hoods with sash stops to limit hood o percent peeing to 50 perce of sash height. Sash stops can be manually released to open sash fully for cleaning d for lac hood an placing large apparatus within hood. E. Bypass Grille Blank-off Panel: Provide fume hoods with blank-off panel on bypass J*^F grille designed for use with sash stops to reduce exhaust air volume and provide A ;;{ ' 17 design face velocity with sash at 50 percent open position. pit io Nm f ! j: C54199-00 11610- 7 LABORATORY FUME HOODS . RO -3/19/01 , t { +pr� YX� A r�A _. Y w V«wwNrM t w R nn+ uNnrm.yrl++w. 7r P: r+-r, titl� �i' �',y S{ .: .',,• 1 7.' + .i, 1 .. +y , '.;: i i Y •i Jh .�}1+`.:i..,,.�1i�, � v4, *}.}� tt 7 Y i M-11 PRO_ e. St 7 fir, ( fI tie, ' t' ' WATER POLLUTION CONTROL FACILITY EXPANSION ' , CITY OF JEFFERSON,MISSOURI 2.8 SOURCE QUALITY CONTROL ,T" . .;j A. Demonstrate fume hood performance before shipment by testing according to rya , g r, ASHRAE 110. Provide testing facility, instruments, equipment, and materials needed for tests. '' ,,,,�•,�� PART 3 - EXECUTION { 3.1 INSTALLATION � A. General: Install fume hoods fans and auxili7 . ary air chambers according to Shop t fdz rC . . Drawings and manufacturer's written instructions. Install plumb, level aligned, andf!''`';'`{`'''''-' securely anchored to building and adjacent laboratory casework. Securely attach r access panels but provide for easy removal and secure reattachment. Where hoods abut other finished work, apply filler strips and scribe for accurate fit with fasteners concealed where practical. B. Comply with requirements of Division 15 and 16 Sections for installing water and laboratory gas service fittings, piping, electrical devices, and wiring. Install n ;t A, y`, 1 according to Shop Drawings and manufacturer's written instructions. Securely anchor fittings, piping, and conduit to fume hoods, fans, air chamber and casework unless ";;;;c..•...;', , g � P�P� g� otherwise indicated. '�'�. t i f r•;i 3.2 FIELD QUALITY CONTROL A. Field test hoods, fans and auxiliary air chamber according to fume hood standard after y completing installation to demonstrate proper operation. Also test one hood assembly selected b Engineer, for each � y g type of hood installed, according to ASHRAE 110 to verify performance. If any hood assembly tested for performance fails to perform as .f specified, field test additional hood assemblies as directed by Engineer. 1. Adjust fume hoods, hood exhaust fans, and building's HVAC system, or replace " } hoods and make other corrections until tested hoods perform ass specified. ;,:yi•far.°�� ""''' 2. After making corrections, retest fume hoods that failed to perform as specified. +' 3.3 ADJUSTING AND CLEANING A. Adjust moving parts for smooth, near-silent, accurate sash operation with one hand. ""tM' � p ;t Adjust sashes for uniform contact of rubber bumpers. Verify that counterbalances operate without interference. B. Repair or remove and replace defective work as directed on completion of installation. .., f�" ii C5-4199-00 11610- 8 LABORATORY FUME HOODS '? RO - 3/19/01 4 in t ' .r, rw.'^,rriavYNaTM:Me .re.,+.•, ' .pt3J .} 'Jl ��'� t. ' .f rt,� y Ir , ' ��. ' � t j t{tai}�4• {.ti`rt'Ar�a'g�F ty4��1' �t�. . ""`A �r.� 53. , 5 .s i 1 I ' i ;x. , , , iM1 }. S1I ,taJ• {14R P.. f t 1 F � x t J'•, >, r r r , • t� �/ .',. + :{C'{�A,L`s iY?}i{ r f'Y, +pfd . T, 0 t�6 "I'IrV IN4MV,—1.M ly- ji-1- oft V, 9j— 7,1 i,�-fff SA eV WATER POLLUTION CONTROL FACILITY MANSION CITY OF JEFFERSON,MISSOURI C. Clean finished surfaces, including both sides of glass; touch up as required; and remove or refinish damaged or soiled areas to match original factory finish, as approved by Engineer, END OF SECTION 11610 ;I 2i'7 it f�' 55T 7 C54199-00 11610.- 9 LABORATORY FUME HOODS RO-,1/19/01 Tif I TOM,NZAI MM MY NMI & r ' WATER POLLUTION CONTROL FACILITY EXPANSION ' CITY OF JEFFERSON,MISSOURI SECTION 12310 - MANUFACTURED METAL CASEWORK I ,, PART 1 - GENERAL w 1.1 SUMMARY A. Section includes metal cabinets and bases; counter tops; casework hardware, R N connection to utilities; and service fittings and outlets. `drr;,•;>j. ' B. Related Sections: j 1. Division 7, Joint Sealers. 2. Division 11, Laboratory Fume Hoods. 3. Division 15, Execution requirements for placement of sink and plumbing service '' fittings specified in this section. "- 77 4. Division 16, Execution requirements for placement of electrical service outlets ' specified in this section. 1.2 DESIGN REQUIREMENTS A. Reinforce frame and support counters, to safely support load of 200 lbs. 90 kg) ( concentrated on one square foot (0.093 sq. m.) in any area with no indentation v {� showing on surface and with permanent set not exceeding 0.005 inch (0.127 nun). SUBMITTALS p A. Division 1 - Submittal Procedures: Submittal requirements. B. Shop Drawings: Indicate casework locations large scale plans, elevations cross sections, rough-in and anchor placement dimensions and tolerances, clearances fj + required, and sink and utility placement. C. Product Data: Submit component dimensions, configurations, construction details, joint details and attachments, ''''•A�'j�'��t{i�:�;:; ,•.' hments and utility and service requirements and locations. t Submit manufacturer's standard color chart for base material, casework andtty:< countertops. t rate{�•;•�-`� D. Manufacturer's Installation Instructions: Submit special installation requirements. `.{; QUALIFICATIONS A. Installer: Company specializing in performing Work of this section with minimum :, ; `t�' U 'a five years experience. B. Manufacturer: Company specializing in manufacturing products specified in this . , ynt section with minimum five years documented experience. C54199-00 12310 - 1 MANUFACTURED METAL CASEWORK RO—3/19/01 +r•'.fnw a JS i St 1 we a NO 't,r'�' t Y 'j r k1 t {. r ) ' •.I,� Y '`9Si,�a.t{{i# c<�.fh*y' }"f t t: �r +1'�Y(�{ t f 1.. L , i f. 1 t' ��t r (fr��7,� b yf�t ✓ ` l• c . . 1 ay}.t tr s°.�,+sf,a.��rtt�it I�q.;��,. 7 f,}::,•�-rt§1* rcF:�. t tr t• �a+ t r r:'• t :.;, ;t" •�. t. , i,�,, L ,•t{it �F!'tl. '"M"SN yc a` k'8� `'�1� rF "'J♦ r�i tv°.f�:rj t ;yt r �i. :tf Hp`tl jr r�3r.l"i,3 ,�G{�'�l�`. %M: �•L �t�tiSt':r; � 3.J c { i rFe7 ,�;, .4.f- �i%„}�•Y +,". 4.YYY.ul.rd+n.i•!si;ir_,..,,..u».,tau....�......�:::,,«...".u....:... .. ....... ;.t })t 2,. ;""3t�y?t . WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI �Tf1(k�� •,:i:;�:.•,i'.;;rig✓(... 1.5 DELIVERY, STORAGE,AND HANDLING A. Accept casework on site. Inspect on arrival for damage. Keep in original packaging " until installed. Protect all components from elements and surface damage. i B. Coordinate size of access and route to place of installation. At. 1.6 COORDINATIONc A. Coordinate casework installation with size, location and installation of service utilities. t. B. q Sequence installation to accommodate required utility connections. . PART 2 PRODUCTS �� i 2.1 METAL CASEWORK ' A. Basis of Design Manufacturers. Provide the following Manufacturer: �;{• 1. Kewaunee Scientific Corporation, or equal. �� tf; B. Additional Manufacturers: Subject to compliance with requirements, the •4 it"J'�t • ' �'kYT i? art 'i manufacturers will be accepted provided their products meets or exceeds the aesthetic ' and quality performance of Basis of Design Manufacturer's specified product. 1. American Seating Co. 2. EQulpto. r, 3. Hamilton Sorter Co., Inc. 4. Shure Manufacturing Co. { �` or equal 5. r.rf�r 'j 2.2 COMPONENTS n cold rolled and leveled unfinished steel i or, Sheet Steel: Mild co � ,5� ;{""�'"�';� A. � t t r, �fl�az: I B. Counter Tops and Back Splash: Black, chemical resistant, solid phenolic resin . i .7}� ��15• y� composite designed for laboratory countertops and fume hoods. , 5 1. Products: i� ` :'f`. 'r a. Toplab: Trespa North America, Ltd. ''' t' b. Resistop: HTC Incorporated �4Y C. or equal A` C. Electrical Outlet Covers: Stainless steel. MANUFACTURED METAL CASEWORK CS-4199-00 12310- 2 RO—3/19/01 . 1 r'k f e... f.....!•+.r+•Y.vw,wlM., �.WMwww.+•'. .'T' -- ..t�.i.�.;''...�,.�„ ..�. �.�i ,. 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A?�-1 r � 1.;t �,. t. kt J .i l*•. fa ..t i 1 l3 '�t su•��t•+i:r:�X'}'.�i�..,�:.� e� 4 '�1 eti''(9'•LK{�,n�vd lr.,r..a ttd/"Td r rSd� T.�°r h�rr}..,f r Lt ,. ! is t :f trl� ��1 f' 4.:r t 'rt 'v.'.�: r.._'of .,°�713fi'st Yi}f^Itb#n 4111 r t tJ y.HS>'!t'i- _ f °, ..a > ,� >t y r., i i r•t J d. : °......:..,,e,Ww✓iiA,.M�'na,rnh,..w...,w,.wn,v.. a . .�..;,.... ...:.:.,..rr.t..,. ,.!Wr,..< .....,.._.. .. .. ....;.., .._ . ,<.feu.et•t."nr.•Ma.+t+Nm/t�.•nN«.lr S.,n,,,.......,.. ... ...........3.:_..u... ..-,u.._ �•! tt``fi��ti( ''��.. t 4 ' <': • WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI '4• a: D. Sound Deadening Material: Inorganic,for sandwich panel fabrication. ' nti E. Sealant: Sanitary type, specified in Section 07900, 2.3 HARDWARE COMPONENTS f' i t A. Hardware: Manufacturer's standard. ,'{Z,"', ' 2.4 FABRICATION A. Fabricate casework,assembled and welded. ''„• t� ° B. Fabricate corners and joints without gaps or inaccessible spaces or areas where dirt or moisture could accumulate. C. Fabricate components, drawers, doors, and shelves of die formed sheet steel. Form each unit rigid,not dependent on building structure nor adjacent units for rigidity. rr D. Form edges and seams smooth. E. Electric spot weld casework; grind joints smooth and flush. %w?1 F. Fabricate drawer and door fronts of sandwiched sheets of sheet steel welded together and reinforced for hardware. Fill with sound deadening core. � �✓ { G. Fabricate counter top surfaces of solid phenolic resin composite without visible joints. H. Cut and drill counter tops,backs, and other components for service fittings and outlets. I. Install fixtures and fittings built into or part of casework. Provide access panels for maintenance of utility service and mechanical and electrical components. 2.5 SHOP FINISHING A. Degrease and phosphate etch followed by primer and minimum two coats electrostatic coating; color as selected. B. Shop finish components. C. Coat metal suufaces in contact with cementitious materials with bituminous paint. PART 3 -EXECUTION lr�� + AY LiJllXtt;tSi+`)e�t ' ` 3.1 EXAMINATIONyt4 +: ,4 A. 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'^ J Ytixt.{Vi1.'t ••tr,�.`'+.� r 3+ :+,. ',' + :•s a..:n":.,.,rlk.>."y ivr.:�r,, �] ".el't�.},:(v. ntF,{ !�} ..f� � '.I kf `,i1S,,"fd fi�))fjj vsi. 't s - i a •�4 P 7 .a.i;.ts. Ir. S,s. .j filfi. [ :r .�rf` i{,y,141.pa,�t1�'�` f "t�„r.,. �J'�,(] �Y� ,{1l r,•.�Pi�+\..'Y,1��,'it1 t5'i T J 1 y i i - 1 i ..t t t 1 4 1174 fP. Li�tsy M�7',,,7 ,j J.Jt.itl,:,^4i.{V�r•.ij.. i>,1:<��r,5r,71Y''�1 uE,try�t! !<�£' } �rY A t s r , �., r „ i,. ..�i c. i !i .f is Y'v S� ,. i't .f'” .i'y yt��*'zrr r d' r y��4•:"�I }.tft§Ai r.r�� k# =r:_•,tFl ,y,.�r,,, ..i YII, ' 1" 't d.Y+.r .i`„ t t,i, y! !jt r.ca1 t"' tCS. iF'n j, t r$V?,lr, ,KaY.!,l.•1 St,��t jt�� .fir Y��4:'" 1 ita��rs;4�"w;;r;4 r:;r':i, Y: i' t 'I ° I " t.. 1. 1}, i,,.,;; �• g�.r,',;��x_�,>r, .�:j.. t;. .^f.u:J.c,:..,"..... .._......,..n�sW..r.-u„�.i:}uw..,..«.-.+....,..,..__,,. + . ".... t.,w>+a',r..:ev,etw.F;htCU>trr,ir'r.•w .r..,._.,..... .......,H........im+V+.r*•,a,nh(,iiw.ii,ir.»v.avk rr�t,.': fir`iMn!df.N> 4dt}t't �:tti��}'�{y NO"t�J WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI + 3.2 INSTALLATION t r r. t, t A. Install casework,bases, countertops, components and accessories. B. Use anchoring devices to suit conditions and substrate materials encountered. t.. C. Set casework items plumb and square, securely anchored to building structure. D. Insulate to prevent electrolysis between dissimilar metals. xti E. Scribe to abutting surfaces and align adjoining components. Apply matching filler ; pieces where casework abuts dissimilar construction. F. Close ends of units and countertops with sealant. �';' G. Field touch-up blemishes to original finish. w:"a 3.3 ADJUSTING ' ; . !'ft'«4StyrRa'{Sct`:'�; s ) ! , A. Adjust doors drawers hardware fixtures and other moving or operating parts to function smoothly. t$jA 3.4 CLEANING �;j;,,� r.t;tN•(��}+1(�! Ctra�zrJr�?w�.��}�.,4t..,,..;` - A. Clean casework counters shelves bases hardware fittings and fixtures. ? t 'j 3.5 PROTECTION OF INSTALLED CONSTRUCTION 51 IOMP A. Do not permit finished casework to be exposed to continued construction activity. END OF SECTION l 2310 ,��t� dsi�y�rn•7t 1�'.,•t'sly."�•,.�" r'if y t �i'�K�4 11�Pl ;t.ys. ;" �Ra • fir. � ;:;: t C54199-00 12310-4 MANUFACTURED METAL CASEWORK r% RO—3/19/01 j ntt '�, ,t/ '{• ';ca'`;7".'�f.'f. rY.. 'i�,C Lj.{,t ,i1,�+..l.rt2 t+r s\3i: ,r.4 J'.a4' rl"•s.t J:.: ..r!r�..` "'.7ri,':rar:',. '9 ^�.1, �w�r'.r�'rR, ;A'i r• �t7:i '�"jt tS..ni., i ij s }S. x,..L;�S''<i' .+:;'r:et@{st a:r: "'r`r.. ."1`` •i .•f', t,•1 { n.`sry +r. .a L~a"v. 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F ,..Y'��3�:�.' .�` ,�CS`,5 'n!, ra.•.:i4.i'A.t"fi,y,,-w..7".,;; ,a�`:t" ,F,..i. `n tti-.'i 'I ..t,' ,l�tg t.,.. ( � 7k;: �' t�:' � �tJ ,�� y� f,{ �y L.:'V 6'�". 5,n...v.;,. .r.F f�(:.s.r .X ti, <.0„j _in lYya'1, Fj ,,l1 f; VA .'�'t 5 ➢{�.,. 1 _vA .�,(3>1y ,tt , ,D,.J�r' r. ,:ji'. t .;i+..,•.s„ f t 1.'+�. ? r' uk4+>5M, �. �'(ti� +P '"t} ".,nt.� ;a�. ,tr�,•�"`.�: is�,�`sr' 7 �lj.. a Y' t�a' r,. r k•"fk rJ^,n�. a ?i.� .a. }.r. iSU, •t#{a�t'r' i•�.k?..r�y�a..,;1.'�Ir, (.Fels°�•�,,�'� y tF+� ..Fr(,:,j{ .1,t�+...`�` :1. '4�. ..! ''"' ,k. 1 '��, C' •i_ ��a_. ?�'It Ye,j �'t� ':b.: .,j..r91. M:4YwN ..it •ir�:..t' n `.�". ,.y.. I {', 7'�S ��'fY •f, C7 >.:xti°",. Yr•7'kt'''•y,h r'{'r:i�"'"�'y(!.v'}i '.utr,'�'..,a�7,,.u•a.;' .,.. •�"ir ri t(. .i.•'K ;.fi. t ..t5. '.t 1 f1':< .Skfi' t5- ..:F.};nz:�,�:, .!..4YCi+sk'P,b rai.s:fti . �e `r�57}"y� -✓ ,.fi+rr d }.^,s tirr t.7�,it s,I....7 t' qW .tt( � �i.:: �.' i. �.c. r S .,ysw, ].; t t•3..�?.�.}�:+•, Yct?,�:xt�7l.ixr,•a, e�,,�#,tc�,. ?L°,�� s C?.�i` r a�.�'t.h.> ;1 Sii- =tr r.s•,.us' 2 'tr 'a r. ,ys, �t ee,d;�, .,y;r;.,>Y; } ti.+f,"''+.t,•lr. �,�5. ,•G.a.,. 'a°�i.u., .r: ': nsl........rn t•«5we 6,Y,»w.u..r. •......,..n a ........,... .. ., �.,.•.... rr,,.r v t: .. ..,. � .. ., t 7 ., 7, 6 ; � .t.' Aw� 4}J.•R. r,Kwx. 4. WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI ^' SECTION 12510- OFFICE FURNITURE PART 1 -GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and � ;t'r t i du Supplementary Conditions and Division 1 Specification Sections, apply to this M '{ Y• 1.2 SUBMITTALS I A. Product Data: For indicated. each type of product indica t�l B. Shop Drawings: Show fabrication and installation details and layout of office furniture. 1. For furniture supporting equipment, show required equipment service clearances '< locations o r and data f power a outlets, and conditions requiring furniture accessories. ��`'��'?`}•��"'�^ L Y 2. Indicate anchorage type and location. '° v' t�J l}�},J�� 1��• 1 C. Samples: Show the full range of color, texture and pattern variations expected. xw Prepare Samples from same materials to be used for the Work. .1: 1. Work Surfaces and Tabletops: Not less than 3 inches square. : '+;rd�;°•, • y +. 2. Exposed Finishes: Manufacturer's standard-size unit not less than 3 inches square. 4,.,jA,yg S 4•i rR , ` 3. Hardware: Full-size unit. 4. Access Full-size Accessories: F -size unit. D. Schedule: Use same designations indicated on Drawings and in the Office Furniture Schedule at the end of Part 3 in preparing schedule for office furniture. E. Maintenance Data: For office furniture to include in maintenance manuals specified :; • I in Division 1. .�,; �;:•�, ,,r� �� .;. •,1 ?•''rig+•:r. 1.3 QUALITY A SSURANCE ��.�t�•;�.•��sxs�_.:z•. { (( ,L•,��u 1 t K A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having ;�',V,kW.�,:,,,; •,A� jurisdiction,and marked for intended use. r. nt C54199-00 12510 - 1 :., OFFICE FURNITURE RO 3/19/01 TURF i}� .�� ., T"�' ?x w+�.+rw•a.aNrn+.awr«+..+,^ _ X} 1�,�,� �. r' S./• {fry3 �u�,r)1 .(1!; ',`„4i ',t4. {. 'ti � ........r:� .�rts.it a ..tre. ;,ti;�7 t`4`;""�T,. .a?r!u,:�)�.(�y N �r .�k �,�D'.1.y1z'wr r�t'tlSt. t. t' �} 2 ~� ++.+.w—'w,.f., / t ..j� �. .l i '�� r F, i:y"It. .r,1'.^•^��ff+: jud•ai'4li' . ;V�: ,.�� r1�.. LC.' f 5 �:�� t .'�•l 1:. � .�}}., .�z>D�k. hD;4�.q .5!.`+�.�C^1 f:>�.}', ��t. Ott •4`r:� ;-;�;{i r'' e>,F J � , •,t y. a1 ,S ,E t r t,}arHa ,`�. �{, .Q r4'{?' f5'�,��i:'1"Yt}:i ,4"t r.'}. ,�7 t�` '� 1:;�� ' ,., 7 .7 1�' i .'.Ji't c� ;, •.51i�f .'i1S .,t' t i { F�•Jk s:f){4 i„R. Y`SI�}Q.£.f.r�..�,4 •kt ir. u, t f ,Y tt <.. t '{� ,..� *�/r.. �.L, f�r .;+:.. ;�,}�x .4N. i f$3r •cs, r t ',3':. .,� r? '9,ni'°" ,+,.1.. 1 r .t r v,t •?i fi+r+," '�� :;1.hv�.�;� 't a D1. - •f}j s,syy 1N x"i,f• !',p. �:,., ! '� ,ti , : :X'fi',';, t )�rt�iA'.,.r:; .i',il�'•i• iH..F)> �'`•t. .•rd' g� 1 t1r�''tzi:+�r:�ar. • ! , P x ti '} ':D.`; z.. ',. w } :1 , � f,.� D . <3 x,,�:'"":a•f `�•.f F11�,,';"'. � ,.,'� .;{T}n";t f P �,!�' '.7� , 'S �'•' t 4. '� t .�, '.��.... 'S 1F � )N �P'7iylfi..:I,th��'J ;. t�'�'T1't.,.`.t�J��i<" s :� 'i}'i«,:' ., ., ., 'a. f ..Sr ,+ .5.i, r r, f'.il.i t.i,{Y {�tp � b•. 3;;�'.rff•4rr�.�rrFd.; �.�}��R,'r�r'';}f,!v V , 5 t WA'T'ER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, ... ;. RSON MISSOURI 1.4 PROJECT CONDITIONS "i A. Field Measurements: Where office furniture is fixed in place, verify existing dimensions by field measurements before fabrication and indicate measurements on Shop Drawings. .,t., ` 1.5 EXTRA MATERIALS A. Furnish extra materials described below, before installation begins, that match products installed and that are packaged with protective covering for storage and r•,, identified with labels describing contents. TOM 1. Grommets: Quantity equal to 5 percent of amount installed. PART 2 PRODUCTS S 2.1 OFFICE FURNITURE A. Products: Subject to compliance with requirements, provide the product indicated for rl each designation a'::f�� a,=-, •I gnation the O ,,a,.,,"nr�;°�,;'�:�..I in (lice Furniture Schedule at the end of Part 3. "�'`i'` �1jNh14iS3(r.., PART 3 - EXECUTION 1 � XAMINAZ'ION ,. i1�.Y'��'�:tt'fr NSF�• :,'. A. Examine conditions, ns with Installer present, for compliance with requirements for installation tolerances and other conditions affecting r performance Proceed with installation only after unsatisfactory conditions ave been correct ', it J t. .2 INSTALLATION A. tall Ins office furniture level and lamb. � P Align with adjacent casework. 3.3 DEMONSTRATION A. Engage a facto authorized service �'' representative to train Owner's personnel to demonstrate how to adjust and operate office furniture. iI l'!� fA fiyy- 1. Schedule demonstration with Owner with at least seven days'advance notice, ' rfk,' ;{ 1i....� >`,... ITS Vi��: C5-4199-00 12510 -2 OFFICE FURNITURE r AT, �'�`.k�'"1i`W��rl 'S }O�a�R�,rpe�'ifl�`�Ff4r7 2t��Sta1Y,'aYtl7z!r.Wit�p�l�Sf�CxtA3•�.At+rj.'wuea+,,.w...„-..._..yr 3,;�,�Xml�k�� ?.��.t•,,k G�:�j' I,,r�..,�e�, ,�ryU�++,�1'' ` ,t. t• s, ;i',.� , ? ,. .r I s jl 'rs 1 ,,:{;..r:.;15. ,.2,;a'" ��'�'� ;i` ,�'x .i'' IS 4 t•r3y ,e x i 1, tn" I 15 v .3. t i.1 y l i .Y.1 'i ti .1. {{ j�} § i::;j°•;',lifttrtt.";".:'isry,,, 7ij"f"�""{ r.,_,a,s.• sf �^s] J• �+�. ,x 1.� t E. t .q. i,, 1 t Y 'r s 11 .�,.1;;i„.•�"1 ,i ,�.'. r-, P,if, y,o:S• +. x._,, t 'I(' '+� k,� 5 , 'j, .i?t r, 1-r >7 .; t F: .'r�:�a.r ,,r,t. i<�1j�?k;,'{�#�S�� :r�ry?'i9.. ':. '�p; ri �;�,,'. r � ,al ,'�.\•flpk'' � 4 K..�t�"�•�,��:�i.,`'iY n 'f,', 1 �'. t11 ,l.• t o S.: ,. r�ii.c?Sl.`y�3u�,} � 1ja�"✓S.,3 ;Lt. '�s.'+,'�;':��j,,,;� ,�'.. x �y.,' k�7'i .\.kr. ,�. ,�t 5 7 , ., Y ( , +7 7 4,: � •.r��t'7.^"' •,-( f^.tl,..yyy A4d; z'�Y+�,y� .Ith77��:T � •'�. i •4. t,t.�`'t� 4 7,.•l t`i rl .4 k ;�y: q {. .¢t }I r i�, t ,fit>d'r)c?,•t'.,3ti r;�.Y ��i): �ti �^ sz f. f 5. f a r �:r „� ,{ � ..a��f r� �3'p Mrr v` �3.:.rs;�i�`.l��,,• •y,�f�tr,ih�' , '13k vid;�,j'tjt�} »''d%'v::LS!'.,rr'r��W,�'e.{� �^' '9 i7.yy..{�)• .. ,rI,YC.ry.•a't r .+' .,+. , .w r '< .f i ,,: i( s ,f;r. '"t � ,)it%a'��""'�" ,.wt.�Srtr?7, �'�'k' rt` .�y . Ali I 't✓ �, ;�• S �. T'i{,y?t�krt�rt, '. ..' ......... ..,M m,t;„xr�t.,: .._,..,.»..5....,.,. . .' ......,. ,..r.. , a• .. ..... .. ' .y � i t� }t,!t�j k y- t 4 a k i WATER POLLUTION CONTROL FACILITY EXPANSION iI CITY OF JEFFERSON, MISSOURI 3.4 OFFICE FURNITURE SCHEDULE r A. Office Furniture ' � OF-1: Comply with the following: r 1. Description: Desk: #NDFDRA4-377229 — ,{ Qty Credenza: #NROBLC5A Qty l; Bridge: #NUCS-253629 =1; Crede 5-258429 Qty=1; Overhead Storage: UnitA%� #Noul-168439 1• File Drawer: #NCRDD4-253629 Qty=1. �` 2. Manufacturer: Qty International; Geiger Inte al; or equal. 3. Product Designation: Keyeira Collection—Radius Edge. 4. Overall Height: Desk = 29” Bride � g g — 1_"; Credenza = 30", Storage = 39"; Pedestal File=29". 5. Overall Depth: Desk — 37" Bride = `{ P g 25"; Credenza — 25", Storage = 1 S.5"• �.'.�,��f�: � ��;• Pedestal File=25". g 6. Overall Width: -- _ t � the Desk 72", Bridge 36"; Credenza — 84", Storage — 84"; Pedestal File=36". 7. Finish Designation: Manufacturer to submit full range of standard finishes. 8. Accessories: Locking on File Drawers. k, 9. Source: Geiger International (or equal) .rZ• . a. Address: 7005 Fulton Industrial Blvd. S.W., P.O. Box 43068, Atlanta, GA 30336-0068. Y b. Phone Number: 1-800-444-5$12 A r B. Tables (T-1) (T-2) Comply with the following: t:1,• ti.., k�C,iV•n 1• Training Tables: # _ Description: g T-1 Qty $• #T-2 Qty —4. 2. Howe (folding); Manufacturer: How g); or equal.� Product Designation: 3• gnation: (T-1)Diffrient: Model #92 ' •,-•, AEK-L; D-Base: (T-2)Diffrient: Model #92AEM-L; D-Base. ' 4• Overall Height: 29-30". 5. Overall Depth: 30" D. 6. Overall Width: (T-1)= 60" W T-2 = 72" W. '' '"'�^ r 7. Finish Designation: Manufacturer to submit full range of standard finishes. , r , 8. Accessories: N/A. 9. Source: Howe Furniture equal) "`''�`�1`'�'�'• Furn Corp.rp. (ore 9387 a• Diel trial Drive Address: man Indus , St. Louis, MO 63132. .i Phone 1-800-888-4693. b. Number: ` C. Table(T-3) -NOT USED ! D. Table(T-4) Comply with the following: 1. Description: Office/Conference Table: Qty 2. Manufacturer: Geiger International; or equal. 3. Product Designation: Presto Conf #Q -363629 Edge. c De nation: KY1 —Radius 'tt i C5-4199-00 12510 - 3 RO—3/19/01 OFFICE FURNITURE x� 5 t 7,77 777 77 77-j , . ...._...,..,,.oegi aI srrk tt , l l tt +r� t iiY�•1;:. ..0"f:.,i��t. �!.h. :s�: l rj �: _ .r y t 'r , ''' `.i4,. T .r :�f � �:ai w,it t 7 .r').j Ri'::t`+• r.?.t�(�'S,. }y��t, ty}`r, 1 f 1 S .t �,if, 1 .} 1^. r .., � .t.•' C t4 Y T ., , ..{ .� tfS'.p `� } .t h't rr fir w .Tt. ) �, y +7n t + f �;t al 1L•; .,, .. .,i nt t" Y �r 7 i+5 f 't�r e�i�iG�fi '�Fa a. ,.i+#';M4+,`i.nA,n,,,:,rwt.u.m,:in.(:,amai�•r,.d.,.avkvr.,.k1..,.,..,..;.; .... ......:...... ..... .. ............e. -�..r:,ro.,, .r..':t�; ^�:.w,•-. .....,.:... ..'• ..,a.....,...pry:+,c1...rcw:ts4 v.M.r a,:v: x•.,w,e.,«.,n+daa+dG..NtUy J'^'i5•'Mt+J»L�ti��4'/. ' 7 }"r;ii`t.1Z� WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI 4. Overall Height: 29". 5. Overall Depth: 36 6. Overall Width: 36". 3 7. Finish Designation: Manufacturer to submit full range of standard finishes. 8. Accessories: N/A. 9. Source: Geiger International (or equal) a. Address: 7005 Fulton Industrial Blvd S.W. P.O. Box 43068 Atlanta GA 30336-006$ ;';y b. Phone Number: 1-800-444-8812 E. Tables(T-5) Comply with the follotiving: { 1. Description: Lunchroom Tables: Qty=2. 2. Manufacturer: Dauphin; or eugal. 3. Product Designation: Ecco-Square#EC-7564 M 4. Overall Height: 29". 5. Overall Depth: 36". «l`•;i'}' r/eti ' r 6. Overall Width: 36", 7. Finish Designation: Grey specked laminate over phenolic resin substrate. rV 77 F =F 8. Accessories: N/A. •j 9. Source: Dauphin (or equal) 'i a. Address: 300 Myrtle Avenue, Boonton,NJ 007005 ' b. Phone Number: 1-800-631-1186 *. ; �tr+.i„fti,x,"'yt..p•Ycy. F. Tables (T-5A) Comply with the following: IAM 1. Description: Lunchroom'fables: Qty=2. , .7 -'C`r,Cs'''aO:F�F,It�'s•r s�,':,-.x.. 2. Manufacturer: Howe; or equal. 3. Product Designation: Diffhent ZQAGK-L Rectangular D-Base 4. Overall Height: 29". RIM 5. Overall Depth: 36". La 6. Overall Width: 60". '., 7. Finish Designation: Formica: #507-58 Folkstone Grafix, chrome legs, 1-1/4" edge-bumper vinyl, l«'1 : ;1 • `x ' ��,`' 8. Accessories: N/A. 9. Source: Howe (or equal) p + a. Address: 9387 Dielman Industrial Dr, St Louis MO 63132 i b. Phone Number: 1-800-888-4693 17 , END OF SECTION 12510 C54199-00 12510 -4 OFFICE FURNITURE # RO-3/19/01 -"ty+ r,v«.�: Kw. !'w!.• Wi�.?h'{tRtMe•,SY�'w+a+rro' ;P '7P. -n+wwry•M.:.r..,w ar+!.+wYVrte�r!�.!uCY^.'t^'^ `mi" .P•"'�," 3 t1Yr+�'}�.a 'tl{' �"4 �` s ty,z 5 ' r t.,. 'Ji .�rr+++l:ra .'. Y '{ ..,{ 1 'r.r.: . i t f+^i,{ � ?,, �1t�s r.�I:•!'i,i?}{rfi.j�^7��L�%r,�". , t� .�" �.�t,,t"�N(,. +.x e' Et ,ttT(y; i.t` s t' �r. r \3 .c',,5., �C.f•t� ti4:+ i{+ �r"�^t9' w � � s ., . .J��,'i)('ttx��N,,�.,r i:ft �}��t Y Y,j.. s, . r.Y 1 .i i' {.5 i in t i.. z !t .f. "f.� t 1 r qty{,;'�,(,d 41y��'r4'�'�.{��'�'�,�U•1�, . r•{ 1711yp Z S� } Y 4. ) Y Y t ,J .+ r .. ... , } irS., y, jk� �'. , �� .f"-, Y;�•r itry f ,t�' r r'. , + +r ji,t 6, i i't1. , v � � .,{ { 6rfl (,f k 't.�. x� 7J.:r3(h ��N?'��+y�`�C7 3�4�'3, t + +;;: r: ;�Nr, .w`':ri+f.w. i .•t. 1! , . , �., ,+ ti r :r K ',' r �+. S`t � �,�t1 f Y� �- t3 n.< 1� tx! t!. n}l;;f' r, c s, x - t S { i i r 4 ?1r+ taa a i ��}' to��•*"rt„�' y�' 'I,( ]�Yom,:1?'f „y;.yy.� r,�r,fr�ky :f. r;.s.Y:i! r 7 ! � Y'f '1..} , 1>t, _� E .! ., c' {( , 'l'�ltt.,:ti.47-;1�'/4�14+�+�'''• �•.��,�•}}.,„;,T`� .r` :art ,} �r, +r i�'TS iy'S.t, t ds;� �G ,(. ..>✓ '` j�1 S,J, 2 ." yf...1, �f + ° yt�41$s,t� 7 t�.3.rlyy,{} . �•�'4F Y�Y �x7 ' •tl•NJ h G°r y� S - 1t'� t' i 1�F'1 { . �� tr > . 'p ! t t 1 '� r r.,,, �. t{ [ �,t e rt .su� k 1 'tYV• 5 '.j t 1 •�.) � T � tv S 1`1 w t ,J�"+ 4 d, t i i 'r , i j 4 .t,. rrj�l,aF•.:r. r rrA , � ' J ..w....... • '1,t J� 1 t'I !! r•. 7. t...y 114 WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI 4' SECTION 12511 -BLACKOUT AND SUNCONTROL SHADES PART 1 - GENERAL ,.A 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this 1 Section. Pp y r 1.2 SUMMARY A. This Section includes the following: a.,.i 1. Blackout Shades. " t t .fir 2. Suncontrol Shades B. Related Sections: The following Sections contain requirements that relate to this Section: 1. Division 6 Section "Miscellaneous •• , ,� Carpentry for wood blocking and grounds for �i�i•�f,i� x ,; �{ mounting blackout shades. 3'; ,, ', 2. Division 16 Sections for electrical wiring, connections and installation of remote- control switches for electrically operated blackout shades. J t •��1,µ,rt�Y}f., j 1.3 SUBMITTALS li�ir,riS +•:Kf': °'i v l t,<Stf 1 t l A. General: Submit each item in this Article according to the Conditions of the Contract and Division 1 Specification Sections. B. Product data for each type =`r.`'{ "�;•' of shade(s) specified. Include printed data on physical characteristics. C. Shop drawings showing location and extent of blinds. Show installation detail •� F relationship t and rii�act• {>`;;4 1 tionship to adjoining work. Include elevations indicating blind units. Indicate ,, t r location of blind controls. .� r�;^i��%,}i rib. ,q!•� D. Samples for initial >��<,:•r�"`.#:�,,>>:.•, p selection in the form of manufacturer's color charts showing the j;`N;. , full range of colors, textures, and patterns available for each type of blackout shade(s)6w indicated. 1. Louver: Manufacturers standard-size unit not less than 12 inches (300 mm) ,�4-��,��:;•��;li,c�.l: t long. M13rs;�,�ir�}ttfi t 2. Valance: Manufacturer's standard-size unit, not less than 12 inches mm 300 long. ( ) Y!� r;l C54199-00 12511 - 1 BLACKOUT AND SUNCONTROL SHADES i, RO—3/19/01 fr iA 4 ^ 1' �F��Fa¢a0/tF.Ma*a!'".' :•.i ilt 4#'i✓ S! "n �!` t.' ':v�, t.�;., f s �,:.',',�",,',,.'""�Y',.,,"'�'«•r.i t.r.�F)'I,P�7�t�:..:. I 7k L�"1 i•rr��'iyh{,,.',,,t'�..r r' (4 ! Fti'a. t } f' t ��< ';2y1 's y .t,' ,strl.,+�.,•,r's'fr•!1�.��r�;,�}V� h �.{,7Frt'�3 i .�': 1..}. ,71 y,t. '.i';i7:: r'. �` ' ! ..3 i' St ,t,viii k�r .+,fyJ 1. Lxt! `�+•4R'7's yy. [ i�.Vii..,,),rlr 3 µ { J ; .r.r i ., I -,, s 1 t c..{'�t ,i .� + �` 7 7r� ,.r�l}s'•'ti: t'��,frs, ...�;tt+. y ..,: •i: 'y,. l' g 'J�,.af y +i trY .{. r L ':1.1... :i'�! t' .tp,'• .rr + ai,; i i '+ `;L�e,r(�s+. ,t . k:i{z�.a ri' :Fi �'';yra}af,:,f '1�. �{ ljk�. 1, f i`• 1 .7 c .: s� Yi 4 `If+:tC..,".il��i> �.;a�+{;$i+d;,ii' !t 1W� , - , il.+.JAr.ii.Mwa.+w.n.r.x...�xxre*.rermmiM.i.a of.i*.h.n:..-M... � .....,: •... ....r, ...:':'J..::f7:.rJt .ai...:i1 n �..tHr Itt'v..t..•.l.A.n nN Wk:H;!✓p.Si'.41"'k'�4l'�1ri ��)�f'h'N1'1'�kf�G��} l'•1J i.': WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI ;J < E. Schedule of shade(s) using same room designations indicated on Drawings. F. Maintenance data for shades to include in the operation and maintenance manual ! specified in Division 1. Include the following: 1. Methods for maintaining shades and finishes. f 2. Precautions for cleaning materials and methods that could be detrimental to finishes and performance. i 1.4 QUALITY ASSURANCE A. Fire-Test-Response Characteristics: Provide blackout shades identical to those tested for the following fire-test-response characteristics as determined by UL or another testing and inspecting agency acceptable to authorities having jurisdiction. 1� 1. Test Method: NFPA 701. ! 2. Rating: Pass. J l B. Single-Source Responsibility: Obtain each type of shade from one source and by a single manufacturer. 44f �4��99NN11 .•7��tf 1.5 PROJECT CONDITIONS r f A. Field Measurements: Check actual blackout shade dimensions by accurate field measurements before fabrication, and show recorded measurements on final shop drawings. Coordinate fabrication schedule with construction progress, to avoid delaying the Work. B. Space Enclosure and Environmental Limitations: Do not install blackout shades until space is enclosed and weatherproof, wet-work in space is completed and nominally dry, work above ceilings is complete, and ambient temperature and humidity conditions are and will be continuously maintained at values near those indicated for final occupancy. l� "! 1.6 EXTRA MATERIALS .� A. Furnish extra materials described below that match products installed, are packagedx;ti ,sJ:.'';•, ' with protective covering for storage, and are identified with labels clearly describing contents. V° .•A 4. 1. Shades: Before inst all ation begins, furnish quantity of full-size units equal to 5 percent of amount of each size installed. ,yf'+t',.{.iy kXt: C54199-00 12511 -2 BLACKOUT AND SUNCONTROL SHADES RO—3/19/01 y tfY� r,.,' � ..,. ..� . .,'^"'^" .'• "':7 .^'."1,...,t...—....w.0 •.Mi.'� RiY,j';tr'T.1':.n.. ��ff,��+Y{��P� `i., �.Pt II'. .1 •A.IIRkiNMfrWV•i+tntM1 ^J t ue.4unwt+C.ca1KR!'..Y.Mwwy.'+,....«,� - R.7«;(5.j.i'Vi!•r%t 54; w ,�¢�"ti 3 fY�.;Y,�'„:f�..:.'t: i(l w,f 4.,tiffR9,J;yLy"t.,;i?�'z.Qt;r J}• .ii .� e�;.f, .�.t'�A,5 ,�' tt t.. s ' :" ° �' 4s:S�'r�?qwt°a 7f ;ti��iak`°!. •S' p�F,};� t*j([((/I a 'rY'.�J}'' 1'if y I r> i' ,+ �^r t. :;7F�(-'"•.f'"g:"Jrrs t.�`t.+:iM13Aa;lt:f.�YStx'SS'1f' .+s' -f'tYi., . 1 , t t t o �, ,t? i f'fis a' r r. .ktr�.s j:�f t r�<<F1;%�: °�,a�v�i•�.>� �1��t°�r' °a 1 'r 1 I t,, l.tty '� r !} r r )3i{.i,7}� rf �} 4>•%��t �� , ..,} SS 1� Y fi{4 /u R •r � : ,... t 1�5_ '7111 iS{\i"t y{t i3,'^} 't r ,4 •t J.ir'!' S, lYC t / I': f +". [e 1J }rJy+ jP 11'F' •..Y ft FJ�^i.f4>P �d {'.:: 1. r .�f\•' LI t � �Lr. � .I t f' 4��.,•�,+j�}�%tay.,xf.'r`�ktr� s ;. r .�"d Y,-'r, : _. #iFf.}.�`T'g3?y!•f^ii' t .J'. ; .,}t r.1. ;Y.. Y'l La1 �;'�.i/,'T 'i'1 M{i+d,� f 4,' he i•� „w �t161,i ykj'h�+,2 !- l}si, s. \i•'r '1} yf: ' :F. i }. '.t',j ( 'f i�i'K #� t, 7r4:}r( "�'..1 r �. .rr r1 } t, z . y,, ?. ,i. �� ;i✓,�r `�y ?'Y T' r-:✓�v S t s'•:s.}y,,.f;1,' t '�4 , y i ,t: r .Il. \to{, sn4(':,� ilit*' T4' .ai '1,�. 4a{1 P.i7t1 t t -'�t : :�+ t ,.,, \{f c .A,, S' nth`¢ft�h15' �i z';1�> y�nh•i I ir, ..fir,.r• t 'i Iy r�',{:�1 t . .r t t r,if `,'t 3 '..`°i`}�°L {.L�y5}11 fi i�f7r€,7>t ld .rr?" `�r tl{fir�t}ta,_ 4 , .: P ..., '. '' ' .V,I r4,�.�•.1:•.alxtWytrlWYF,xNtM'YtA^tv,rxY nn w....�.W LL...�..«..;,...,, •.,.,...wr«,ii�iarJwNi.t�(l�.::,lta u, �Ay '} �t� ��1� , `.....+:Ieti N51bt.•t;nu•vY r. L44`Wt'(.: �t' .. vi,.,,E..:,iwreu,ir:aa4dilae+.rnr:way.tu....C.:.,::..u;.•.:,cF.,..:_.... .'.:_ ,. ..,i..• ......... :. Y`1' t e� WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI •i, ` -' PART 2 -PRODUCTS .f 2.1 MANUFACTURERS `t l A. Manufacturers: Subject to compliance with requirements, provide products by one ofv= " `;. the following: 'E 1. Blackout and Suncontrol Shades: ;Y,. t: a. Draper,or equal 2.2 BLACKOUT SHADES •� A. Model: F1exShade System. E"tirrz �{t:Jgrl i�k� B. Operating Systems: Motorized, located within the roller. C. Controls: Individual and group control (IGC-3N1) switch system. P ' D. Installation: Ceiling-Recessed,F1exShade Pocket Type D. �:r4; s!;4; E. Shade Fabric: SunBloc Series SB9000—Triopak II—Color; Champagne. ; RM 1 F. Location: A111 }aai ^J14�;n 1. Color: As selected by Engineer for manufacturers full line of system indicated. 't 2.3 SUNCONTROL SHADES A. Model: F1exShade System. ,;;.• B. Operating Systems: Motorized, located within the roller. '.al'.{ •;fir} +'';i+�'�'"r.Q,Z• 4 C. Controls: Individual and group control (IGC-3N1) switch system. ',r.•1' 4, • w; D. Installation: Ceiling-Recessed, F1exShade Pocket, Type D. E. Shade Fabric: SH 2100—Color; White Bone. F. Location: A105,A108, A110, A1112, A117 C5-4199-00 12511 - 3 BLACKOUT AND SUNCONTROL SHADES t' RO—3/19/01 �4 ,Y i. ,r,d�•S h•$'�x.r»k°::,+�7.r`+4'.;! ••i;l�t'"'.„!Yr,t`. � �z ;f',•,cZ� '74..,1;.,xr,r r.�1..' Yy S f t , , ,t !..i �' :rit 1i,. .,, i,F..,. .t• /I...r X;.''k:.{�.u,q i`t'*,^k tyt-4+,{,,,A',,..trrFw1Gr.^.•:/.;.,{.,•4. k 5y'w tell,.,7 :* tt}•afY` ,t kb>zc j.fY ?.t5(., i'NS Wr }�i i`�,•.t,�,.:!gg "l�• �•.f: �-'S�•, 'le.j�.,y,>6. i'r4 to nl. f t rj .il, 1 K ^'1 d':{t.(�•,'CL.1.V 17..1 .E k 1S ,il.,'f•.^,5 ,l'. 3}Y t.f f tY'•): .,h, .:� •. .�t':a,'7;�,r•✓'� ri.}:�• s�TY,a d 1J !; 7.R.: 1 ,.� }}:�-`st�F... •4' it�,J# .Y t I :� ��;,iI•�" :S�'�vs, �4 x.4y;�;#s,.r+, .tc,3 a+ t'r,tx,., ;r. z •'S zt 7 z .F tr: t. rek Ea r•}�,., .�•,`�"';:'.'t .r :).'�'L�'�yy..�'f,.y�i. x3 -(,Y„ t.7r,, s,):�. •,'ly;.' ,�,tr ,1 t.: t N, t ,y.. ,,. '-{r L.�i 7. .f ,�4..�''tf�;,r t�!.., 1 •;�;` ¢.f.�,{{ .y, ,>'.'! ',� :A•.,y ut ��..,;,•.r ''t b J t t ,:: t r ,•art,-S;t � "�',.a'S� c�w.'� t J t, l�`,Y ...,, :iyr; '}3 't t?:',.t, r(:>.,. p a �r , r:a ` ':1 # .t,. t .} .ti „. r � .1. 1}h`��1•yf.} ti.:.S v,.t •�`,3-.S.t a�.'rh?' � '"d"k }l'�1 E_,'•.rti•..,. ;%1Yl�;a�%•I7.. ,tr.:,...,Y,1 2,, p .,.�' j 4 f t`� ,'f 't ik '! ..4, �h..,re y .,2;1.- '.5 a�{.t ,tti�'�.''r�, !'r:�'4« 'rs-�Cf f {�aJ''y �j . �•�'r ,>it .4` tf?( rJl ,1..it'£' '§, i'$i. .L�. �' Vr .,4i .jr,v,. ,s,^ :t 1 .,"t":`Y+„it<'"'i�"�' � .n' fi., 5'� .tV` ,fY.,.f.: ,,,a „A. .j. ( £•. ,:tr ) ' { ,k• y�'., %.i�.a..H,.t {.1 hr '} y �.�� +. ! ,d, '_a t"1 .t:;;,:,ta 'i', 1`.t .r. i `t .f 't�,r.',r �,�.''�`•ait� i i ;1'�' � � �.��,`tt �;�t- ��r{�tFF'' j`r^, 't' '�aV�;�. �. 'fit, �.�'�'� ��S,.p 'w'/. •.`r.}.,it;n.,, ::{�' ,ti r t.. "t,.'�::"tt•'{a. �t.;.''hJ t ti. },: .tr .1. ,r,,..;-, .;f. p.i tk' ,, .a�aM6A°,'�a t ..af'i $. z„ }lF.,. :f. b,.t 1 N } •i S T i! r t.. w�'i '¢ y� ' w; t, l,.,r. •„t' .a to sf r', rc. '.�. ;•r: ,A:`:. r .. .r f y;tsf�,! �, s. ;.., ,�t2};�.�c ��,.,{,� .r' a:wi•1•' it }.;:°,,.,�:raaXv':�',;'t.L.,;fr' .l,t y. :3.< s Ek �.. ,t .f.5. K , .tr s st<�t�. `, B� 15. ,f•��v. tr a:'e,ir5�.�•%4�y 5y,� a ;� .,.�' -..l;d.,i.4•,r. riW,S^ 'f:; .r. .4':.. ,i. :'t:4Y. t tii.,.t tf,• }:.i., .tr., :P:-S., .a�1.. .1.f��4,}j�,�;i?.r� ! ..{ `.2 .0 dr }!, LY:+k>,,, 7,.i :t':'ylxli �' d ;y, i .(t'�>:: .P(..A,. {{�•,sr`tr t' 1 +S ..ryryppr i.+� ir: .`',�:,r(.;. 3;; ,*';7 .'.rk. .f,. i•' :1. t v:' .r i t ;ry,. ,� "¢�¢i':¢:i' ?.r..:i�,;,¢+}�S`°L'4h,.,{.'JT�.ng � .{ $ .,t,,.t,.. .t:'. �c I 7 !':r��:'. ,�, v. yt: •,�, r.. L � •-f,•4r 0`i,i �?c.:i.#r,.�7 :tx14. � I} S,xr t rat i tL ',�il 1 .. .. ,: t.: , .c' '.t. l f. 1 y �,,�.?'rrf't �f.ak r.. Yt�r�1t> yA � ��11 •;7`� � t y itr A 4i• tt� •t `�cj;+"+ ( ' ';fit,. r, t 'r . tt it ,s :. ... � ' ' i71 FJJ a �tl s..y{��l��tt •.A M, r'ry ,` - ... ,.w,.a ate. ,:,✓,v..,urr>rr+anew<.,,.-..,.: ....._.......,...o..k,..,;,,.»r.,.,.,...,•,» r t �'?l. ii'xr 'a ?rt'S WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI Ir 1 rt . I PART 3 - EXECUTION 3 x. ` 3.1 EXAMINATION A. Examine substrates, areas, and conditions for compliance with requirements for ; ',+�? ' t..� installation tolerances and other conditions affecting performance of shades. Do not :`,;f.;.{ proceed with installation until unsatisfactory conditions have been corrected. I + 3.2 INSTALLATION •. . d, A. install shades level, plumb, and located so that shade is not closer than 1 inch (25 mm) to interior face of glass lites. 1. Head Mounted: Install drail on face of hea opening head. Hold away from f� Aluminum Window 1 Install shad es as directed by manufacturer's written instructions. ,1� 3.3 ADJUSTING gs�yp'':t, -I A. Adjust components and accessories for proper operation. iit 4 Y r 3.4 CLEANING �7s r�jv 4�f r -1Im A. shad 'x,.�'J Clean g manufacturer's instructions, ' ti:I e surfaces, according to sins ctions, after installation. ':,�;:;�,�i}�'��''"��' B. Remove surplus materials, packaging, rubbish and debris resulting from installation. ' Leave installation areas neat, clean, and ready for use. .� 5 ro5�,�•57+� t�f tir 3.5 PROTECTION t A. Provide final protection and maintain conditions in a manner acceptable to '"J ''; '`' sr . manufacturer and installer that ensure that shades are without damage or deterioration Acceptance.at the time of Final Acc 1:, , �,R ' s . �. ; END OF SECTION 12511 '`t�` ' ° 'i'. '. )a 413 C5-4199-00 12511 -4 BLACKOUT AND SUNCONTROL SHADES RO—3/19/01 , �tq�ti� '!M!J!'yKtr+urra.�w,wr`f"•sa T+"+'2"e r. 1 t. +t � 1 1!. 't,+ . 4 1 .1 t rs ¢'...^"'."'•^••tt*!4iwMiws+ja�w4tp,marlsuw««. C�• ±�i�, ti,� &Iw'}i {.t.l r 7 t .. > .r.f .eS i1.P� y l.i 5 j'.'j .t:.i': .'': _ ' `.. w.p,, t c:i?5::`•a`#rc'•"•�7-tr'xt;' ,,,,t; =t•. w, ^+t •Yw�' . �°' �°,+#�yY 1.7#wWs. fir:J;�ws ltl�'+ .�.r�,r. Y,.yriF .f .,{lh J::,tif 1.r.' 1 ., sjt{f, ..ri.. i ,! c.'.Yi r `,!tL'r.� ��c;•�r�!>• ', .'St'�5'*.��r.,�ry 1:•i! � '1c' .� . titl r ra 7 h t,n ` j ,:.e .� >' .,t;',;t t i t �'' f .r{t{,vf�s;z�+�„k�'•j.,i&�'• �•. ;r , }��j r{ •�k`''t.�•f��L*:J: ,,,3.f�l'J:�"dr,J< j, }°•'1:�'t .E it�.�<,� ,w5!: ,l,t j t' Y .3�f:+ M s ! r� 'i�nrr$b$i.=3r �,)•r'47`•o-"Y:-.4' •{'t•'t' �S� i �^i: ) ,,Yt°t'+{�';ArYyi#�il."S'ti�t`a t'nd��r,'i '�.�.t: s.! � } :Y�.3�y,• ,' v t r 7 5, !'. t ,� U"'• t°.•4 v�1,�' s ,�j��• :F�t, � ,x.., t . .), d,,dt: ; 'ts `t st .f,: .l1 1 t , ;',S•� i' .3 t' txr i t1 tit;jur�,t1��°�•.. 'NS.�'�yi`•{ + +,s kj,<, °'+'�.1 {�y��5� 4,5"1.M ��2�><'•.; �� <nq'a r>:,:.�'+ t tf , : t Yx f.: '4r r t4•#, L t t ,�. ',��,.•' t r e + i 'r >•!: :.r S��'.7'-:aj'.(jr.e.rtr y �`;;Pr(.1h>.i 7y'^N.1';V,i��r. PAW, akF{ T '< '1 SY k a 5 tr a i{l J�jot u,wpiM,(vn.m»MOdW.N+.Arw,w,-1«e,. e,..,,.,...y_., , ,,,......w r., ..ti 5.r r t, ,.................... it ,.w w.n .r.r.•.rrwa,�.,r,.+.4,« wGwr+gMK..4,71�:,,L,.l...... r>j� � �y3 �� '% WATER POLLUTION CONTROL FACILITY EXPANSION r.- CITY OF JEFFERSON,MISSOURI � r} s� •;.' i SECTION 12522 - OFFICE SEATING k PART 1 - GENERAL 1.1 RELATED DOCUMENTS ' t A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUBMITTALS A. Product Data: For each type of product indicated. , B. Samples: Show the full range of color, texture, and pattern variations expected. Prepare Samples from same material to be used for the Work. j 1. Seating Unit: Full size. 2. Upholstery Material: 12-inch- square section of fabric from dye lot to be used for the Work with specified treatments applied. , p Show complete pattern repeat. r , Mark top and face of material. 4••�1 ;f �,•,�,, 3. Exposed Finishes: Manufacturer's standard-size unit, not less than 3 inches square. . � C. Schedule: Use same designations indicated on Drawings and in the Office Seating f Schedule at the end of Part 3 in preparing schedule for office seating. D. Maintenance Data: For office seating to include in maintenance manuals specified in Division 1. ! 1.3 EXTRA MATERIALS A. Furnish extra materials described below, before installation begins, that matchr,�£}+.; products installed and that are packaged with protective covering for storage and identified with labels describing bing co nt nts. 11 '' 1. Upholstery Material: Full-width quantity to reupholster seating units equal to 5 percent of amount installed. 2. Seat and Back Covers: Quantity to reupholster '., Q units equal to 5 percent of amount installed. 3. Casters: Furnish 1 caster for every 5 seats installed. '>' ' Vr,,: •r7',�i,(,S.,j C54199-00 12522 - 1 OFFICE SEATING RO—3/19/01 sinr t.':*' ras, ,!{'�*??'r""^. irZ'.'`r',' ,.'1: t "^.� .^,,.!rw+a±!a»».wvi«wsavwr•rnn, '"„-v'•.. vl5---r,-.. p2;,:r':.;'.a:•,f.,,.>i,{`,.""�.!v,a-tr � i},1��Sy�'i}k4 ! � t 1 :i � Sq r .t r 'r i,� i t i•,� a� f S •{ !.'�. 1 ,^, ,7taf ,!� '^�`, �'„r",�, x „S (r ft 1 , r r 'f k 9 s 5'� ! r rr•.., ..S'J 4 �f ( ty '1" 5 .✓ t7 t i. 7 a u4... f �.1'; , { .t .1('. .(.r<-<rtu .,l�. '.t' s .ti q.Ft[ttt'...� }d ,r;,�'�";�,+�ai7,•�i�, F ,fi.1 ,«rr a/: .S 47 .r:, .t•: .}: ,� 1., .,t. Y t t:c. '+ :r ',(.`?,J!i..{' r. r..l. s�.'}�� ts1' „i,;rr•r.nt/,•. �f•`�ir•e,S .'Ea7 1'°Yrr ,A�;?�w +I .f t.i l'{ ! }v 1 ",'{f art, '}'' r ,sr ! 5 .:'3 S. 1:1 it�h' r{ :a>�`1Y�45�, e2 {� `i-+4yf^S .•:��. r k "" r r£3�t t,'•�". k°�.r..;a.V'�4 rSFat tc �, �" �•£t r ,,,:d r' 3 '.i*,..`s}'$., i i,•, r;'.ir•.1.r br 71 ?� 1 z! , si i' k 'v fl, 1 Y. t rR r i. 4i 4 :��.• `:'a<,�'�. r r '�4��t'v+ a .., Y7 ,:A:tr+i;2 �l' ;.;t. ..',;j „i r ..t. :'i;r :;a'• 7 j} ,. t..:r;l�t'•'f•.p, t L•. g .,'w•t ..�:''�t?� 'F '' .1,x r': 1' t +;. v t ':1. F i.'i t frl+ � �''Y;•a, .w:��'?t$2Y4. •�. M'�ls:...., 'S,. r }1'«t� !t �',;; *1<.v,xe{A, te.. e e• ar r s' ,:1 7 '3 ., n ;.�; tt.,r�y+,Ira;" ;Sarl'(t�•�`�,,7 r4-f• L�=�G �`'i ':�;4f�r'�';;„f•k�''.i'�;,`+.jt�:,C;�;, r4. r.i, r.+' i � , r t i;°,,.p„!'•p±F:rtaF,.r.�.�. t 1 4'�`�•,aary. �t�'S-}' ' 1 r*' 1�� ,t, � } + ,, '' �..>' t ;�. '',i ,ti 7 Fitt as't'_ ,,.. �'E{. fLtiY�. ^��'i . �Aw'412I�iv7A, ,Nt� .t�37r ;:Y.r z (i:'. j ,r. '�r .t.�� h� n:i�t.c kr, �5�� y7r.�•yyt•. ° ts;a<"tC,Y�:;�;.�Arp{ ,., tr'' � r n ,1.t.,l,M1, .af��.,t=:';;;r )S1'F..tY• �ipp�}�.�t"'. .'� � � d�;Ak e){"�'L N F. ( 4134'+F ,�!j, t . .. r � _ ... 1 .. t a _' . 1,, � 5•r''�5"A ��. .i•, !it6YN�r+Vud.i�.a.;..:a'�.kr:1n:.,cir;l,.s.:.,.+viµ:•.sr«..,.0>..::.r.:....,,rd....> r . ......�...: ,...tuiw.,+wt•'!�4.n;ap:naExtr eiuf++tisY.,,w.v..w,<,.. J.wrro�.xa.NRrd#.�rt1!rARxt!a+_..t larvrwnrl..�+iHnFddi�t�,t�'f ati�- � .+ 0 4 aJJ ��Y� ir. 7 WATER POLLUTION CONTROL FACILITY EXPANSION ?;.',it`•`{: : CITY OF JEFFERSON,MISSOURI PART 2 PRODUCTS �r � nw J P 2,1 OFFICE -SEATING A. Products: Subject to compliance with requirements, provide the product indicated for each designation in the Office Seating Schedule at the end of Part 3. ��;�'',.� �. • 11 !, PART 3 - EXECUTION Al i 3.1 INSTALLATION ' A. Install office seating level and plumb. f 3.2 DEMONSTRATION A. Engage a factory-authorized service representative to demonstrate how to ad 'ust and '.: �U �i4' =F .. operate office seating. 1. Schedule demonstration with Owner with at least seven days' advance notice. 3.3 OFFICE SEATING SCHEDULE '.t U E !i,, >,E;1r? a"l (1 k: i1J��fr"y'tt� A. Office Seating/Chair: (CH-1) Qty=44: Comply with the following: r Yr'�� b qk(��'• 'st"� I 1. Description: Stack Chair-Armless �'. 2. Manufacturer: Falcon Companies; or equal. � ` 3. Product Designation: Verona Series #GT102 a 4. Overall Seating Height: 32" 5. Overall Seating Depth: 21" ,t 1'• 'YrY�•£ 6. Overall Seating Width: 19.5 b �'w:H ltY��tG�'rrl�G��Y�u�gst'o-11`d'; ?i 7. Seat Height: 18-1/4" 1 t�f(r•�• 8. Ann Height: N/A fna t T .t;rFt '.1.t 9. Caster Type: N/A x �,$ ,.,:. + 10. Finish Designation: Manufacturer to submit full range of standard finishes. '• 11. Accessories: N/A t• r 1 'u 12. Source: Falcon Companies (or equal) `t�.4' �A a. Address: 9387 Dielman Industrial Drive, St. Louis, MO 63132 °t x . b, Phone Number: 1-800-873-3252 C. Contact: Pat IloganI'. s•n; ;� r C5-4199.00 12522 - 2 OFFICE SEATING R0 --�3/19/01 '; } r ;rr �,,.,+.,,�,'t"izuG:��'�99y'� r.t��i"'�'7"^ .'s^.!�,''nyTmamwau�wnM.w.wwu.: .Tl. 7 }r»*��'r7;,.w!..•ryr�W� a'1�. ,t'. t 4;'>11k11`•'�`;( F�`1 F{;,�gr r>'..�ay ..J y rh l} .r a 1t P r`' •¢ r w;t;',�• r`f `r' l:t Y° �iy,',xis t ifs N f Y, {, C.t, s.� 4 Ia;Y':`';x i�'�w'i�'�t! 1 ,i� . t.+ t�l+�t.h ;.k.,...r.� 4 ,!: {r iy '�'.'NF t �� s�,• �� sFA d�'• '�; �{Y .rfit,` icQf t (�.rt Si.; k`t r �+�:>�'ti,.,�t��t,c,, a•.,�. .7 a;'rs;�' n J; :�l :r i .t�i. !(S`�tallal y, tt r� '�v�a�� S }ar •'�r��y,r roA�Br�p r ,��}yyq �. •;} qq�'.l` .�+t,_ rte 1 :��ts 3!? t'+•(r6h�;t�id'iw tr`!1V' •�l ri'Y.'j; ,ktr{Y•`•i�fa� t t' f z<. d.yt t'OLi{ t t. ar4Y,('Fd .'ct'•j l-t•1�x�� '��+Uf�;'it1�� t,fik• f,7tl.Jr.�p�,t,7 f,- „�.:r1�.- ;�,:}r,h'7 .3 2 t,f, '! ..f.<1+s �� ,? �:+r'� i'�..�9;�,r','�t r r�•`,„rif;. .� .m. � r .' ,fy. •r r+'t,{'sf�2 r; t N ,..�'�p b t+ n:r,r. ,�F t i+ �.� .s iri ., s y t rttgp 13 ftr. ,( .t'. �� .d ;r � }ti.�. }��r�",°��}�d �i�1 'si� °r�'r r .,a �7:i{ 1j�: r 'i''A �d .t� •1A r i71.*t�Xia f£t ��Sq Y" ^4:��v�3�"� t�f1 ��+ a T, �§ •M ,�1t�, .i' .dr ag CT,r 4 �'d`+ tji•�+;§t11'i?l.r"3' ?t atrt'.�' t.Y;f y ( ,ryr. e3. � Frf�t�1`+r t E�� `1�{� t.17yG,��`,'�!•5.'§, '�Y :1.•.ij'' ,vd:�;i"�' '` �.t�� ''S�.;�"+h;•g•;A.,.IX tl d (.Ftdt1�'.>::?•`s �. :°.';v:: a rf f! �� 'i iii i .a '3r, L:�� .t5 bi r:�g�r<�ti�{�- '�f�b. ;fb4'fb� � �� .• f t � r1 r „•. 5 i;ti.�f r "i'r��'�y� "' x§ � a ,, t � {a ,r. � t•� ! c '.{ 43 ff, 1tr}: e� sk,f '�9¢};'j�II,t � � :rS: 'Y r'• ..A rt"'+�'� f 'r s t r:: r r .f r': a 1 :'r r � a t itY t�`}ffif li£�"tf ��ut��s� r Lt t✓C� . YA2,l.l:-'�,'.f .r:V:f�br4�":'.X. t a '� C �,r 2 " � ,��r'�:jE,.'�jrFr�•.•r+t,:#{e i'Sr°+;�,i?.{ PrSa�x�r�it'+„'}�' r r, ,r X1'4 n: +...y 5 .�}' t y , .l:" r,! 3 i ,...+ �i� z#.c"�,:r,.,r•�tq,+uQ '�RFxi`!Y� ,!� ,, `'j,.�c' � � t4 L��i i�t j. ✓ t , :Y r4 J:w � t 1 7...i�' x�.�W.�t'} {� f 4';'."� 1 }. ` .lr '' t , r 1 S > r 1'J'i > 5. Y' j }:' •} t R ''[>,'aar 4� 'i F'i� �r"y�ry�Y��er yµ. J St t z 1 ,,rl .i)'.r j y �a..i ` .;•: f �.w.i,..4.n«'rw'nrrM'M^taia`5Tn Nw,x•.u.,..n,«„ ,..,....t.,.ei.+i{+++.r...id�)bYx:92RN.1Y.i,SN'rArni,Nw.ry».:....i...........- ,..x....wv..wl✓.•:w.lenwalai. 'Q,; ..:'.S.i�T e #t�l .s„wC::..+vwF.,x:i:ivw:o-...,....,.,..rw ,...,#.,.... ... ,»......�. ....-,.#... . „.,... .. t1s Ka,, WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI '} 1 B. Office Seating/Chair: (CH-2)Qty=4: Comply with the following: f � 1. Description: Stack Chair 2. Manufacturer: Loewenstein; or equal. 3. Product Designation: Cloud Chair#394 4. Overall Seating Height: 30" `F;a, 5. Overall Seating Depth: 20-1/2" ¢� K� " «r f 6. Overall Seating Width: 22-1/2" ' ` 5 7. Seat Height: 18" 8. Arm Height: 25-1/2" 9. Caster Type: N/A 10. Finish Designation: Manufacturer to submit full range of standard finishes. z 11. Accessories: N/A .� 12. Source: Loewenstein(or equal) c' a. Address: 1801 North Andrews Avenue, Pompano Beach,FL 33069-1490rf� `' f; s , b. Phone Number: 1-800-327-2548 ' a C. Contact: Customer Service ?wr: Y , `` :' 5 lrt+ a C. Office Seating/Chair: CH-3 =4: Comply with the followin ,ry 1. Description: Breeze#091 AU 2. Manufacturer: Loewenstein;or equal. ,; 4h ,r : ., 3. Product Designation: 091AU Stack Arm �� 4. Overall Seating Height: 31" .f 71 S. Overall Seating Depth: 19-1/2 �,-',,•��4•,: �. �, 6. Overall Seating Width: 22-1/2" YS`�x7'iX4 ; , ' 7. Seat Height: 18 t 8. Arm Height: 26-1/2" v� 9. Caster Type: N/A 10. Finish Designation: Manufacturer to submit full range of standard fabrics/ p finishes. 11. Accessories: N/AryfN ;';'.p; 12. Source: Loewenstein(or equal) t it tc� 3r9 �° y� ;�r ;r r ,p a. Address: 1801 North Andrews Avenue, Pompano Beach FL 33069-1490 x, �1'2,tr��t>�rti'•t� b. Phone Number: 1-800-327-2548 C. Contact: Customer Service C5-4199-00 12522 - 3 OFFICE SEATING r' R0-3/19/01 ."Y, .w.^-,•-:r;>=">;• �•i :"rs:r--r-!.-- inn.,.....-,.-.�;;, ,';_.�;...,...�......,wnrv+ro'fnw;.,!r.#.�tr�nr..� �. ,-v^;•nvp-s�.,g7'Tl•: ..t:' yip p!<KY{i`��i�kvx4;5S T}"'t,.-,t,.t..t; '„• a+ + .t. +�, w. .,.,,Fx.;,a;alvr,„^"s,T"r:)}i+3! ,x, },t c'r .� w` t ��,.r t,"`9}ri{C +t 1 .a �}� .''�i:�' f. r .x„ it �rt > ..t:i,. ,�*: `\ :J ,.4-...t. t� _.r f• t., ••tt ,r�''� ri,,,,,' e�wi`,-.. r'� 7'ii 1. r i r:t. - •}, .i;. ,.r,fr.:,;"" .r,.: ( st.. '}::"a.;r., p ti .�: i f� Y'.: �1 .r{a:i't', 4' f Y :l^t f� S .,f,1#A:'�1'i.,'�j''8y{rT��..`,3 tq�r r/:ty.,n,i`3, .•�� s7, r,r.�4..'{s '�h, 11. 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',.:. •..a.. •'.;>'i°r,),!, �t#.,kt`�;ikL J ..�: 'L L W t 3,,.in x !� .`ti•. - r , �,°, r,,Y,;. ,�:,.;�`:-' s'��fr:`da a• .N..: -f1f ,.�: '-, '.7e :','.4..,•'a.,,. r.{, h �• # �'d:. �7,. ^t.^, ':'a. .�t"r vt'.. �•, ,o: :{. l�`5 ,�. e�r.':'9'�j' r.z^' 1:"i.Ja, '"!k-; w,wrt"""ry'?" R •�.. n:.« y ..4 ,s„!'!x t1,. ',.;,{;C'e .;ta �,t :.t' #..'f`..t ;:'1�.. d.$., `'s tr:6AO.x,..,..t :_'xt �..,.1:it. air..A r r !.r:!i•: t;',. .$.�..7; f.. x'ir::.r„v �S. , .1.. ,.a„' ,t; ,rx_'}.. .++.,+:�, x.t: ;4.,�r y'r'. r �, ',+'�?:. i. �' ,{.° ';.r..i.. it t •Il.-r f,+ s ;:�: ,7.s r. 'r. t;.,�•.7r 1,�a•f , 5,.,;;.';r -:k'.,srA, ;x;i, ,Fey;F..wt,`S':' ".{"i +-> ,,r',. ,f t%` .t "�., 4� :F•+'++`i' r ,. 5-�^.'.1„ .z.f: > ).t {r r:y�:�•, ,�,.7t,;.f. .�. 't�'S.•rt '..Yt, ti. i.. Ft. .l�f .{ �Ck�,i,ritr�c'�4o� } '� } ;i `.i;t �.r' r i:, ' i � 3,�� .r ,?��,t r ;.i��7•f'�t`�'�i#t f�i .i'>•E i Ftr��fe, t„.,r.1 .7 r. ;.- !.•{i:!ry,4:e ti i' ,, r i7.i t, S .c.r}ti..y 4� .:r ,�` 'n�A•��'j aid k•j''.M1;�,iri{ N,,� 1 fir;' } ) 7.>'i YF.' k.f !f' i, f r ` � 1 . '•Y � fi r f �ri ns � 7 lt-•°y�{t�tB�Q��i} :t�. y�. �.n�`ai R r Yf i.� v� r.t i t ._i. � . . 5 �'.- 4•�';i tr �7i.P fy,,,�t� �if''y4��`��3'r,ii .t`� �' ,.:...`.... .. .,::. ........u,.T.P�•e :rtr,.pnkt'uS:zlNe.u..•,a,.. a.., .: , ',1 .. ,.,.... ...ay......,..,.......«..v,..».mso.n�tt•.*ain.�vk�\#�RNM7P! .. � >h tr�,-f j4;t`�'•!r �1 WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI D. Office Seating/Chair: (CH-4) Qty=3: Comply with the following: j 1. Description: Herman Miller 2. Manufacturer: or equal. Y r 3. Product Des ignation: Aeron Chair#AE 123AWB 4. Overall Seating Height: 42" g Hei 5. Overall Seating D 17" ' 6. Overall Seating Width: 20-1/4" 7. Seat Height: 15-20-7/8" ; 8. Arm Height: Adjustable ; y�` f 9. Caster Type: BB = (1) C7 = (1) 10. Finish Designation: Manufacturer to submit full range of standard finishes & air; •` Pellicle fabrics. 11. Accessories: Standard forward/back tilt, adjustable arms 12. Source: Herman Miller, Inc, (or equal) r�" a. Address: 855 East Main Avenue,Zeeland, MI 49464' b. Phone Number: 1-800-851-1196 Contact: Customer Service C. ' E. Office Seating/Chair: (CH-5) Qty= 16• Comply with the following: 1. Description: Stack Chair- Lunchroom 2. Manufacturer: Dauphin; or equal. `° ' ;.:v " 3. Product Designation: ECCO#EC 7500 !' ?a ¢" ` . 4. Overall Seating Height: 32" `� F 5. Overall Seating Depth: 23" De 6. Overall Seating Width: 19" I"`= �' ° 4'`frti 7. Seat Height: 17" ;�'�� '�� PjN 8. Arm Height: N/A !°;,. :r�T',.,n� _a 4' 9. Caster ? Type: N/A 10. Finis Designation: Manufacturer Finish Deg M .,..:�Fa '.��;:>::•. er to submit full range of standard finishes 43, 'i•;:,��=��'urx}��rr- -� 11. Accessories: N/A >{,;',1, ;{ 12. Source: Dauphin(or equal) a. Address: 300 Myrtle Avenue, Boonton, NJ 007005 b. Phone Number: 1-800-631-1186 C. Contact: Customer Service No i RRA•'�� 1. yv S., i•'Si � C5-4199-00 12522 .4 OFFICE SEATING 1 RO-3/19/01 ai`!'"1 :t°"�• !•. tN!wtrw...,. s wows ,„ � �. �'�,� � `�.��•.+�r%�.A%+:?•%1:� j.•;�';':'l•w' 1��'f�r. ,3 r t '1'.1 G 3; ,..t r 5' .P r i^��•�•,•;.,+! rywa.�:..r..N� ,.t�N fr f�� 1 �,�. r.�(.,, ,;{�{,;r-h�ltA� �J:ca• .2� `{k'rt:...,,;f„tt?:•:'s{ys�'��':��`rv� : :�i t'.�',' .{`.0 4e te(i.�+. +. r ',i ;,'t �\..�cS { � 1.1f.�'i Jro.i'i:}�' .'nN,n�r .?c�°'•"' `�4(�d� 1 ;.^`•�Z }!-�ia.:R',�` to ��x fnj�t i,,r t t, c7.�...i, .t. � i..{-f l�. i r�I.55.C1t"45 i t. �c t. , i :r v 1 ,$:fkw.v't+'7C,�r x it,t. ��•'' 7� ��i ,+ Y L r 7fY l,..;t,i3.Z, i`'�{rtf a t b: -I.. 5 4. }t !'� 1 { L',::f:�f: ,'X �,y.t r"Weisp.. 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'!`A.•. lel,' .S S (r,.'.it'j.`�5 :� «l,{+��},'Y.'i ,'i:SSn• ,.1,�,• �' ;,"�,� � ._....:<:w::ata,tr..�..EY-+ ...<: :..,�.kts',._....,..::r:w,>;,...e4wrmvcMw..r!r,.o•««rv....,...tt ..... , , :i..,.......,.:.w-ix.vw.s,.w..:,.r,.«w,•i:.;Y,.::..,,,huF:t.:':,�i:....ro:.:;.:x 5��'t`��S;iv`��I.A L';, �t��.,��19'7Y«�".� r}�: J WATER POLLUTION CONTROL FACILITY EXPANSION _L �,„r,;, CITY OF JEFFERSON, MISSOURI �"tfn?k} jM1'°w E, C Vr to F. Office Seating/Chair: (CH-6) Qty=2: Comply with the following: L Description: Swivel Sid e Chair Bar Height) 2. Manufacturer: Falcon Companies; or equal. 3. Product Designation: Verona Series#GT-108 4. Overall Seating Height: 30-1/4”—34-1/4" 5. Overall Seating Depth: 27-1/2" ;; 6. Overall Seating Width: 27-1/2" 7. Seat Height: 16-1/2”—20-1/2" 8. Arm Height: N/A -' . Y 9. Caster Type: Casters for Vinyl Floor :6 10. Finish Designation Manufacturer to submit full range of standard finishes. 11. Accessories: Gas Lift Falcon 12. Source: Companies (or equal) a. Address: 9387 Dielman Industrial Drive, St. Louis, MO 63132 y: w„ b. Phone Number: 1-800-873-3252 C. Contact: Pat Hogan END OF SECTION,12522 7 al z r�syr':. q ' ti M•rt t ' tl;,�c • wy �r:a6', 26 73 C5-4199-00 12522 - 5 OFFICE SEATING 1 r? RO 3%19/01 ' + f+" 'r R!�+.M!'y�Taaegv}t'^!.. 4,st;*:S l�;r sr• cj +',•:.'. 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Yr'c fib! s ?,.{",it S. .x..t;,..on`S.rr�; b... F,, � 5.�7� d.,r r^:�'i`lNif$,rp t,,. `S;.pi•a}, r{,x':7'Y',it !' j i '� i' .,t51',�••`,'R,,+,C :{ s\'''(:9 tiR 1.,1, wy �qt k 2iv h. 5i )iry" r !. t,.�, ��{,r,t�"r' ,i�r,� t r a ,cj,l2<"'=•ti t +y.>r� �,.,:`�' „r��'n.„�', ,, ,� ,; ^li,�t. ;ri?:`,"�`''»• '•}y§�j+ �f.,°t;r2r:'')t, {,1.✓,., f i. rrv,J.. .."{�..st'Y3.:•:St ,, zC'7r�t'c,t ! -•<.'.'•. ';h il,",' p:�' tS.�4,3<• +,1,t f:.'S kTUf fn' :' .,h.'1:U�'`sr .,r.!�... .t<j"4(�,�,%i' �. d t`tr��'�t'Y:�. x. 'i ".F✓ 1.3..} ..et:r;azr:d,t.°:,SKr.',',.z^aa '�':zy, A`•=r� � � i .* J. t s.> J�� .;,«• F.,.f 3•'Jirah r �pn.'.k t¢ TRti.t;'!f; .� s �''Atff.,,,-ly..•r{.. S'.1�i`'�.a `'�mi,+�;,,r,'Frr•- �.,+ j !e ado:t.. .r, r,�+ -�•F,, ,.s,..,. (r,; yti. �...�; G,b,t:^:fr w. �rl .�t;YV'v. .r, ,s�t;�Y :S .F{f, y.f J,7, rt, ,i•. �, ':ija:.s,.�7•" ,.'C,. -,..,tr;.i�:S'.�.,3r. "n':!s?,{1�,4 �7r1- t,?;.. ,{•�q:'+ x7 s` �•fi�.i� .r7�1 �{+ 4.i.cj.! ,1 �+�!' S.{ �.}'. .�'i• ..at?. •11,, ..r.�.+� ,t:h .;'ts' 5ic.,'� St'r""R�t. ,r?;-t ..A" a1'. f.' d',yG ,r•,Y dfJ wti.r{� ,Fr�•:±7 r..t":.};`i4' .t ,s..t'<-.�.;t' '!:":t;{+i':= .Yt. ��v ,{T "+'U y;�i� ..5ts. -:t>t Yj�,r>5. ,- 1 yJ,sf, ryfr yl't' .l.L; •'2:�qi •1u .,G�Ig �{ ;+F?, !7 i 1.:..,, !t. .r .l s',,,,�:.r:r.'s y�•t k z;l'C, t RgS,xJ'�J f! tr• ,4.1 if i', rr� •as. t,9c7'{ t(,' (� t• „ sFr+�i}} h,t?, i', xq'�3riS(,L a4ti. t �•t � 1�' r `� ` c 2 , r j � Nt>ri»�i yr�=,x;1,it z� e �1�'x�.y . '......u...•.,rn•epu»...ww.oµtw. ........�.. �........ .. ... ....,...1,.:n+., a . 1.r i e ......., r wt! a.r c iti �l � �1 t '� ... ..... . ............. . ,r r.. ...»,...... .,.,.,,..._.._....a ws.d.... ,)r ft tr4s .i, WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI SECTION 13100—LIGHTNING PROTECTION ` PART l GENERAL s 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. ` 1.2 SUMMARY ' A.' r4�1� ti~�, •i Furnish al materials, too and sere -`5 1 labor, mate tools, equipment ices to provide all lightning protection requirements according to the latest editions of the National Fire Protection Association's Lightning Protection Code NFPA 780 and National Electrical Code NFPA � g g } 70, Lightning Protection Institute Standard of Practice LPI-175, Contract Drawings, and as specified herein, subject to the Bidding and Contract Documents. �`� t r�J�S* •..a: 1.3 RELATED SECTIONS r )a n t~� j A. The following specification sections describe related work: f 1. +t Divi sion 1 6, Section Basic Electrical Requirements. 1E�`��'�%�''>'��;•. Fj 2. Division 16, Section "Electrical Testing and Installation Check-Out." F' 1 }= { 3. Division 16, Section "Raceways." 4. Division 16, Section "Wire and Cables." 5. Division 16, Section "Grounding." ' 1.4 SUBMITTAL S A. General: Submit the following in accordance with Condition of Contract: - 1. Submits v 4�, product data for lightning rods, ground conductors, and connection .- '� the lightning materials used in htning protection system. 4 2. Submit material list with manufacturer data describing the material and showing compliance with specifications, associated standards, and test requirements. ~G � n 3. Submit two signed test reports of certification discussed in Section 1.6 below I!Er%{t <; upon the completion of lightning protection system installation. 4r J' C54199-00 13100-1 LIGHTNING PROTECTION RO—3/19/01 IAN r + <urw, ..'x., i i. 1 1 i f. t Iil.i' Y .}. `r'7' M1Y trt M t win ^L . . l t .;r �r ', -',t t� r .t s ,1 t� 'r. t R2;�t" � � .t �,'� .z J •r;it k. a' t �.Y%�t 'k L n•y , r 3'+,,.at ' .i.cc�ni� ;y{_ t..k,°+1.e s ,:�e'�i •tr .}, i. <t' is. t 2 ��...t x., rass 'rf� / t l.�. ;T�F,tv..�.� •.f .f' t i 7 's � e •f,: '::{t i" •�; .1, t {t r• ��J9,a}�may'N'sfi !w.,. 'r�fiy�. ' tt.ayyr• i�G J s.. :r. .�,'�� t '�,' t t r. ,t,t, 5t.. 1. ,`r. 's � �.;d;i'`^.... .d,.a'y��'.1�JtL`4�', a�',� :��:��. ;'z'..` ,xy.�.J�-'•:I �!:�'I' A' a, 4, 'Y. Yy .,t.,td r �i.�•r?,. .:qyy t.�1=; •{,) {�•ctr, r,t�,.0 a,. S „� .,nl '�f; t.. 1 ?f 1 J {•'! t ' y.;;Yr k A �P+ JY h�t{��''{ 51 •'1, i at �� '•:1'�'��'.•?.±.�,' .er,. .fir f t +t 'i t x.` r r� {. rt. r d, } r Lt. 3 ,f; .,7 �'.f, t � t ' �: ' �f .y., 7. tryt 33,E Z t r}7 a. ti�� "ti r�F`•�t F °n�,n ri-:'r.:,t,x ft,�t�t.Ir. ,'•�� , Y • t a tp i WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI 1.5 QUALITY ASSURANCE ;r I i A. All lightning protection work shall comply with NFPA 780, the National Electrical Code and Lightning Protection Institute Standard of Practice LPI-175 as locally amended, and local codes which have jurisdiction. B. Material and equipment installed shall be new, meet applicable standards and shall be made by manufacturers regularly engaged in making such product. `= C. Where fittings, devices or other components required are available as listed or labeled such components shall be used. All equipment and material of the types tested by the Underwriters' Laboratories(UL) shall bear the UL labels. s: D. Installers shall have a minimum of five years of successful installation experience in lightning protection work for industrial facilities. 1 1.6 CERTIFICATION A. The Contractor shall have the lightning protection system certified by the Lightning Protection Institute's Certified System Program as outlined in the LPI Standard of y copies of all reports shall be presented to Practice LPI-175. Two signed Ovmer/Engineer when completed. ' 1.7 COORDINATION WITH OTHER TRADES .,, A. The Contractor shall coordinate the work on the lightning protection system with that of i other trades to prevent interference and ensure a timely execution of this work. Fill PART 2 PRODUCTS 2.1 GENERAL rkt A. In general, all conductors,materials, and hardware used for lightning protection shall be minimum of Class I or as indicated on the drawings, and shall be made by Thom son Lightning Protection Inc. or approved equal. p `.w 2.2 CONDUCTORS " + " A. Conductors used for lightning protection shall be 4/0 AWG aluminum, with a cross sectional area of 211600 circular mils, or as shown on drawings. K?� yrfkru r � '� ((�V C5-4199-00 13100-2 LIGHTNING PROTECTION " r IZI RO—3/19/01 !!rr±aq.J�,.Av�pMggq+fre�!ww�.a+nr ,rw,t. r: ^•^..--...+.n...awiwtarJXm."4; -�i:HriaW:r'w"" ."t^`.+..�v .urRSnrarfiMWlptM#1wt#Mtaw+.w..r'r+ +3 q,?j+�•;f:a(+ „^S±y ^+C;t 4 Y t{ 4t"�,ti 'i a .. � f..y�d f �t44R�5`•"�j?(�t� �' �,'i}>: '�j,n�`'i�,y '.� r t f.....,.,..arr>,a,,.wr...wnr•.-W,l....e......,..a�.....«....�...�. ., ... ....�..-......,..,u.i.. ,.. :T...1rt v.... ..... ... .. ..,.,....,.,....�rF 1':ft...F Y. .r.rq,. ,e,.w. ...... _. .......�.w.,.,n, .-.F»wrn..n w..L:,..w,. '! 'tt�rSYi~}t �.'�,.�. J� WATER POLLUTION CONTROL FACILITY EXPANSION ! CITY OF JEFFERSON, MISSOURI } 2.3 AIR TERMINALS A. Air terminals shall be of solid copper with a thickness of at least 3/8 inch, nickel tipped for use with bronze bases except where otherwise specified on the drawings. Length and j other details shall be as shown on Contract Drawings. ��3 t'�r zfi li4ia iri'.s 2.4 BRACKETS, FITTINGS AND OTHER HARDWAREr A. In general, all brackets, supports, fittings, connectors, clamps, etc. shall be copper or bronze and shall be suitable for the application. Screws, nuts, washers, etc. not made of x bronze shall be stainless steel. However, suitable bimetal bonding connectors shall be used for connecting copper cable to aluminum metal bodies. fi't ,. -:fir W� PART 3 -EXECUTION 2 fJ 3,1 EXAMINATION { A. Examine areas and conditions under which system will be installed. Do not proceed1 with the Work until satisfactory conditions have been achieved. B. Verify that field measurements are as shown on shop drawings. 3.2 INSTALLATION A. Install lightning protection systems as shown on the Drawings, in accordance with manufacturer's written instructions, and in compliance with applicable installation standards specified. ' ry B. Install conductors with direct paths from air terminals to ground connections avoiding sharp bends and narrow loops. Where indicated, run conductors in nonmetallic raceway (PVC Schedule 40). ' i � i J C. Conceal system wiring, down conductors, interior wiring and wiring from normal view " 4 from exterior locations at grade within 200 feet of building. D. Electrically continuous structural steel frame of building may serve as down conductors 'k rx;ak,;/n,.; for lightning protection system. Number, size, type and location of rounds and '°$`j g g P Y g connections to steel at roof and grade level shall be as required by NFPA, UL and LPI '''`'"` ' 'k` '`" codes. Complete cables stem with related air terminals, splices, and bonds shall be P Y P " used on roof C5-4199-00 13100-3 LIGHTNING PROTECTION ' '` `rY= RO—3/19/01 .�J •,k �' ��y; it !3 p^ In,.nw?.+1 ' 'nk,n+++••.rt i S• .r+q.✓�.+,vn7ru Kro»r nwwnr.. ,..7,xcv hsn�mAOU41f¢F�1! 7Gt�J?�.a.�.i^"�'tT'1 .' C r•'t�. „1;tt i ..it. 1 ,,:St � , ri7. .. `� t t?'tjAzt1n .1.''�a(`:"S ttY�3�. .,�� .1� A rt .s; f r, ,�'1 t .i;c t .? .�}�F,:r,. 1 f r zr.,ii!t:'.fJ.{.•? �a'�^, �i�3. `'?:'j T� e7tt t � } t ;1 r': ,.r� ..i. - S '.� F 1 rJ t tiJ f f<f�rtr+J tC t �t�.:r CI�M•,t1, 'h i{�f�,u.: 2'1F�! y; ``�'' .5,(,'lS6t c:P Gfl. R;i,�1j, 4.. r r � ?t •. r �.j.•Yt .,,f tJ ,F7f : 1 J {J S x,17 ! .�.. t f� t�;.j1,J-7 T i tP.� F,".,•ts;;�'.+,4'�.',,,.. •.4. ,S ' .:.V� .fr WATER POLLUTION CONTROL FACILITY EXPANSION F` CITY OF JEFFERSON, MISSOURI i E. Downlead cables to down conductors from cable roof system shall not be brought directly through roof, Use through roof connectors with 1/2" diameter minimum solid ! fl through brass rods and ashin s. } g flashing s. F. Cable fasteners shall be spaced according to LPI, UL and NFPA code requirements. G. Do not connect copper equipment to aluminum surfaces except by means of approved bimetal transition fitting. Lead coating is not acceptable as bimetal transition. H. Make connections to structural steel with bonding plates of cast bronze having bolt tension cable clamps. 1. Mount air terminals using stainless steel screws or bolts. 'M •I J. Use exothermic welded connections for conductor splices and connections between I conductors and other components. Use cadweld connections for conductor connections in inaccessible locations, or as shown on the Drawings. .� K. For air terminals mounted on single-ply roofing, use adhesive recommended by , 1 manufacturer of air terminals and as approved by manufacturer of roofing material. , Comply with roofing manufacturer's installation instructions. Do not use bolts to secure to roof. i � ! L. Use no combination of materials that may form electrolytic couple of such nature that corrosion is accelerated in presence of moisture, unless moisture is permanently i excluded from the junction of such metals. Where unusual conditions exist that would cause deterioration or corrosion of conductors, use conductors with suitable protective coatings. . = M. Grounding 1. Provide equipment roundin g and bonding connections sufficiently tight to ensure permanent and effective grounds and bonds. 2. Bond grounding conductors or grounding conductor conduits to lightning '+ protection down conductors or grounding conductors. R. , N. Coordination 1. Lightning protection installer shall work with other trades to ensure connect neat and unobtrusive installation and specifically coordinate with Architect and . , roofing Contractor prior to start of Work. 2. It shall be the responsibility hof lightning protection installer to ensure sound bond to main water service and to ensure interconnection with other building ground systems, including both telephone and electrical. 'a►�"f , i4�5 PIP, All- y jkf C54199-00 13100-4 LIGHTNING PROTECTION ., a RO—3/19/01 ,yR= J t• (/"�•+�iM4fqNy�4>S��.W(A14g1W 1v.'AN.1 wM+ F aat /, > M ', :.v„ w..r,nraor,+wk titvraanrrcxw, .., -. ...a..a..�..,ew+,ur,M;;�,Aawv�sYi+prw'w.'•. r .... 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Obtain UL Master Label and attach to building at location directed by the Owner. > � END OF SECTION 13100 II t�J,�P t�,,tt3y �995�144'FSStt"'�i r3 '� 5 `')t � � v Rk�ii rt�•`X Y r4{, is r3 �,y.•, $ rt } itgV t OF; iy {l t`4 proyfr; e.x`�j5t i, ' C5-4199-00 13.100-5 LIGHTNING PROTECTION 1 qhh RO—3/19/01 .?? ,NEE P �c{�y?sY,� Fib"15Ry:tc�y D ^� a "'r_ f i CY(ttF'rG 4 Y .:. vy �, 't v. ,.;.ry •5$}S�a •�.� t �� k'syc+ (n�vk`j`�,�:�d�ttY�7�\rSt�t75..,t'z<r SC,l;7�r §( �f� 5� a. rt'k' s'�' ,�9",n �:t { } a'u.Ya`a n.{�y' >,5J 1 1,�r F C��yi`I��`V�t f<�y4r hSJ'�.,,��,,t A"4,2 y S,s�"w`'�aL�'�t"''''0,;�'_`�sM.{�f,�,v�rrt�,�9,�.��c,,��'±fji'ft'{i�}i 9+_t�Ya,,�".'i y,n yr7u$;;„�cr�<�'S'.�Y,>ivt,,�,�.lr,�,},�.+3'..�'ret�k?s1}�5„"'`•'i'•'�tzr-�5/'c v.i uz:.x`,1�'{��ix�1,>�;�';�;.�,�^•kti''='d g�S`"`i 1}},�1�n7`,�}';',L 6�'�f'.•''ts.��'(�:;]"�zt r4�r:�.�'�ir=,'.a�<••"�„„<.N,,,..ki++.��;s`x?�,'nf�rrn•.�e�s S a 1 s A f{T��`"rfi ii��X4��r.J,1N„jy a$yii��.i,hz ia�{rf i.,��:TS{1:,y��.'y X"�t''�y�1t 4 n.�i*r�{k�r.,�,.�'`G�'lY l.t.!a,��,,y"u'',�#�'1`��Yyz!'�S{�`1!�,”(�{{.�1 r?�`x,�lT..j�.`'}1i��,htry.�l 7'ylj�i};iE'�'i{"rA,�e��y�{'S��'.l p}�'S.'✓t',�1 v;':��I�t: I ii'��j'''f)i..r�r��y�,'°M�^•',3.e,. 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'...a....t,.,r_y Aw'..;.t-i,.A, r A , 5.� r WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI r Y' SECTION 13410-`BASIC CONTROL INSTRUMENTATION MATERIALS & METHODS { PART 1 - GENERAL 3 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. Section Includes: Basic requirements for instrumentation and control. Instrumentation and control for this Project shall be provided as a complete, integrated, commissioned, and operational system. To accomplish this the Contractor shall employ the services of a systems integr .y p ' ator. Related Sections: The following Sections contain requirements that relate to thisr ;` -. Section: :1 1. Section 13430 - Control Panels for control components that will be connected p f ?x, �." , using equipment described herein. 2. Section 13450 - Supervisory Control System, for network requirements and system control logic. ':r'.4r;=±•: .: 3. Section 13455 - Programmable Logic Controllers, for Ethernet and Device compatibility. Net 1.3 REFERENCES '��t,..=t'i" t A. EIA Fiber Optic Test Procedure (FOTP): 1. FOTP-25 Repeated Impact Testing of Fiber Optic C p p esti g ber p Cables and Cable Assemblies. FOTP-3 . 2. 3 - Fiber Optic Cable Tensile Loading and Bending Test. 3. FOTP-41 - Compressive Loading Resistance of Fiber Optic Cables. 4. FOTP-81 - Compound Flow(Drip) Test for Filled Fiber Optic Cable. 5. FOTP-82 - Fluid Penetration Test for Filled Fiber Optic Cable. }` .;; C. FOTP-85 -Fiber Optic Cable Twist Test. r 7. FOTP-104 - Fiber Optic Cable Cyclic Flexing Test, f.4rft '�;-0u J B. International Society for Measurement and Control USA): t ;xu�iY ti 1. ISA 55.4 Instrument Loop Diagrams. 3y rr i C5-4199-00 13410-1 BASIC CONTROL INSTRUMENTATION RO—3/19/01 MATERIALS & METHODS rr ;4 V; 2`hl.,,, t'.7., N��'�7�Ndj�r'lIYAS�Af�'.`..•y.'-• r:J, .,r i. '^^"w.,.�+xnaW WNutt4aq+7ff .....wwroeayx�.n.w,'�M.Frw,.+ e-..•- -_,.-..*?,,. s f,d�'. 'r a G�� 3 ., r ., ' .. Y ..t ,1 r,. c, 1:"'S It�..frN.r At �! :''• yi A'�Y.��Vn.d. xi�';:�r { v t rl � `p.0 rn" � 1 + < .�t. 1=. '' 1'''}1 E..,.:r d"'! �)f•,x t�',��."�p;I'J m�,y{�c i;�J li r ift �?'f'/� k ,;.. r'si Y. :5 z � � 7 ,q', ti t)il{t:;:;f�'•i�} ;;'d"' f �LL,� ''�,::',r� �,s,r t. y' .,;� E .t t+? its�: :Ir' J ., •i + , '�r � rt j el '.�, , .at '�+ ,,,r�C f�,r..;t:.;.:?s::, {�S E?. p rn.,. •r..W v.r,ry roar„ J :....,v. .,.. .. 'I37C i4�n"I�Ylll`l ;;�k� f .4 WATER POLLUTION CONTROL FACILITY EXPANSION ` CITY OF JEFFERSON, MISSOURI C. National Fire Protection Association(NFPA); 1. NFPA 70 -National Electrical CodeO(NEC). D. Siecor Recommended Procedure (SRP): e� ,rVl t j I. SRP-005-011 - Fiber Optic Cable Placing—Duct. SRP-005-012 -Fiber Optic Cable Placing—Direct Buried. 1 - : E. Telecommunications Industry Association (TIA): 1. TIA/EIA-492 - AAAA Detail Specification for 62.5 µan Core Diameter/125 µan "` a Cladding Diameter Class Ia Graded-Index Multimode Optical Fibers. 2. TIA/EIA-492BAAA - Detail Specification for Class IVa Dispersion Unshifted ` ` Single-Mode Optical Fiber. L 3. TIA/EIA-568-A- Commercial Building Telecommunications Cabling Standard. 4. TIA/E'IA-598-A- Optical Fiber Cable Color Coding. 1.4 PERFORMANCE REQUIREMENTS A. When the fiber optic cable is tested in accordance with FOTP-25 the cable shall withstand 25 impact cycles. The magnitude of the attenuation change shall be within the repeatability of the measurement system for 90% of the test fibers. The remaining '4. ..✓,; ; a 10% of the fibers shall experience an attenuation change :5.0.1 dB at 1550 nm (single- mode). The repeatability of the measurement system shall be ±0.05 dB or less. The 47 Fft IF tk};f'5+ ' average increase in attenuation for the fibers shall be 5 0.40 dB at 1300 nm .;. (multimode). The cable jacket shall not exhibit evidence of cracking or splitting at the .f y <s ;;. . completion of the test, f B. When the fiber optic cable is tested in accordance with FOTP-33 Test Condition II u' using a maximum mandrel and sheave diameter of 560 mm, the cable shall withstand a tensile load of 608 lbf applied for 1 hour. In addition, the cable sample, while subjected 0 lbf, J to a minimum load of 60 shall be able of 360 i less than 9.9 to withstand a twist n a length of magnitude of attenuation { ft. Them the a ttenu on change shall be within the repeatability of the measurement system for 90/0 of the test fibers. The remaining 10% of the fibers shall experience an attenuation change <0.1 dB at 1550 run (single-mode). The repeatability of the measurement system shall be ±0.05 dB or less. The average '� ( r .,.. attenuation U`� � t(increase in atte for the fibers shall be <0.40 dB at 1300 nm (multimode). The cable shall not experience a measurable increase in attenuation when subjected to the .`' g'��' rated residual tensile load 200 lbf. J C. The fiber optic cable shall withstand a minimum compressive load of 250 lbf/in for armored cables and 125 lbVin for non-armored cables applied uniformly over the length of the compression plate. The cable shall be tested in accordance with FO'IP-41 except that the load shall be applied at the rate of 3 mm to 20 mm per minute and maintained '�';� ,t 5!2a t , CS-4199-00 13410-2 BASIC CONTROL INSTRUMENTATION RO—3/19/01 F 1 7 MATERIALS &METHODS . ''' '�:"i�� Y dt4Y+r�i^1.SikAH4,e:.FUxa. y �r Fi .fyvijf, �l}fa„ "«s t r t .i. r �tf��ybrt"Wh%�'��thM,e A• ¢' a8z: WATER POLLUTION CONTROL FACILITY EXPANSION I CITY OF JEFFERSON, MISSOURI for 10 minutes. The magnitude of the attenuation change shall be within the j repeatability of the measurement system for 90% of the test fibers. The remaining 10% of the fibers shall experience an attenuation change <0.1 dB at 1550 rim. (single-mode). The average increase in attenuation for the fibers shall be <_ 0.20 dB at 1300 nm (multimode). The repeatability of the measurement system shall be f 0.05 dB or less. No fibers shall exhibit a measurable change in attenuation after load removal. ::;.:;;''`t,,,'`.:''.' D. When tested in accordance with FOTP-81 Method A the fiber optic cable shall exhibit eMi no flow (drip or leak) of filling or flooding compound at 80°C. If material flow is detected,the weight of any compound that drips from the sample shall be<0.002 oz. E. The unaged fiber optic cable shall withstand water penetration when tested with a 1-m static head or equivalent continuous pressure applied at one end of a 1-m length of filled ` t :+ cable for 24 hours. No water shall leak through the open cable end. When a 1-m static head or equivalent continuous pressure is applied at one end of a 1-m length of aged cable for 1 hour, no water shall leak through the open cable end. Testing shall be done in accordance with FOTP-82. F. When tested in accordance with FOTP-85, a length of fiber optic cable no greater than 2 m shall withstand 10 cycles of mechanical twisting. The magnitude of the attenuation '' t change shall be within the repeatability of the measurement system for 90% of the test fibers. The remaining 10% of the fibers shall experience an attenuation change <0.1 dB i ` ✓� at 1550 rim (single-mode), The repeatability of the measurement system shall be ±0.05 dB or less. The average increase in attenuation for the fibers shall be:5 0.40 dB at 1300 nm (multimode). The cable jacket shall exhibit no cracking or splitting when is°S:Y,,. •}r L, observed under 5H magnification after completion of the test. G. When tested in accordance with FOTP-104, the fiber optic cable shall withstand 25 mechanical flexing cycles at a rate of 30± 1 cycles per minute with a sheave diameter --� not greater than 20 times the cable diameter. The magnitude of the attenuation change + shall be within the repeatability of the measurement system for 90% of the test fibers. The remaining 10% of the fibers shall experience an attenuation change :50.1 dB at 1550 nm (single-mode). The repeatability of the measurement system shall be ±0.05 dB or less. The average increase in attenuation for the fibers shall be<0.20 dB at j 1300 nun (multimode). The cable jacket shall exhibit no cracking or splitting when observed under 5x magnification. 1.5 DEFINITIONS A. SCADA system: Supervisory Control and Data Acquisition system. The SCADA system shall include instrumentation and control systems for equipment throughout the Contract Documents, including, but not limited to: 1. Instnvment loop components, including primary elements, sensors, transducers, . . transmitters, indicators, controllers, and recorders. C5-4199-00 13410-3 BASIC CONTROL INSTRUMENTATION RO—3/19/01 MATERIALS & METHODS �K` ';111:17 •:;�;45,,.. t [yt , V' t y{1l < r. WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,� FERSON, MISSOURI - 2. Final operator control elements, including control valves and solenoid v elves and interfaces to motors, starters, variable frequency drives, and electric operators. 3. Indicating and control devices, including push buttons, pilot lights, selector r switches,and indicators. 4. Ancillary components, including signal repeaters, fiber optic communication modul es, signal isolators, relays, and timers . 5. Instrumentation power supplies including dedicated power supplies, powerw, conditioning, uninterruptible power supplies, and grounding systems. . i 6. Cabinets, consoles, panels, and enclosures. �.. 7. Controls for r process equipment andsystems, programmable logic controllers, and computers. 4n :., SUBMITTALS { A. General: Submit each item in this Article according to the Conditions of the Contract and Division 1 Specification Sections. ; n t , B. Product Data: Rated capacities of each unit, weights (shipping, g installed, and operating), furnished specialties, and accessories. Product data shall also include drawings from manufacturer detailing equipment assemblies and indicating dimensions, required clearances, method of field assembly, components, and location and size of each field 1 Y connection. C. Submit wiring diagrams detailing wiring or power differentiating g P and control systems and ng clearly between manufacturer-installed and field-installed wiring D. . Submit individual loop drawings as well as totally integrated system grated sy em drawings. Loop drawings shall be I V x 17" and shall 11 conform to ISA 55.4. Upon completion b of the project, submit final revised drawings in AutoCAD floppy _,`; ` CD-ROM. format on 3-1/2 F' disks or t E. Ce rtificates: Upon completion o testing, submit certificates ificates , to show end-to-end testing, optical time domain reflectome try te st � �`?,'::`:vt',h�,r:`�<r'�'a`',4`,4'�'x�;''r`,•,:'�'•:•=+c j , to Obtain 4 connector loss testing for all fiber optic cable. signature trace, and (^n }ff, t ♦zrF' ,, LJ QUALITY ASSURANCE ;•;i%'`,h;�tlk:�s vi: {. P7r Electrical Component Standard: Provide components that comply with NFPA 70 and r that are listed and labeled b 4~ j °f,74 �r ,;jl y UL where available. �,;ai� ��f. J,•if, B. Listing and Labeling: Provide electrically operated fixtures specified in this Section that are listed and labeled fined in as de the National Electrical Code Article 100. �'"'�,�.,, � ��}�t;t�a,'�•{�'t`°' 4t'','' vl •,Q , ii e C5-4199-00 13410-4 BASIC CONTROL INSTRUMENTATION RO—3/19/01 MATERIALS &METHODS �.•P'�yMYMa:!yy547'17Ni v�•9P1YW+hP,",5ik".M'.7rukwxmrr ., rw4nc*,?"Q:?!u ... ..,. `��y� .�%.'�'I •t: »wPpp' etl'N:7C4x17G++d#W:i.zrw.'t.., .---• t n r d jf' r »n,*.,�v,vs';nrrar�°uar��r,.,.., r .:,.I- t ..`r :� � • ' � .. ill �r ,`j 2 �t e,-41-111. . 1 r I WATER POLLUTION CONTROL FACILITY :.. I, EXPANSION CITY OF JEFFERSON, MISSOURI t 1.8 DELIVERY, STORAGE,AND HANDLING , r A. The shipping, storage, and operating temperature range of the fiber optic cable shall be >, , I -40°C to •}-70°C. 1.9 PROJECT CONDITIONS j( A. The Contractor is specifically cautioned that the ambient air contains corrosive materials that include, but are not limited to, hydrogen sulfide (HZS). In cooperation 4 T with the equipment manufacturer, the Contractor shall provide written documentation ,r• �.w �"" and test data for review by the Engineer that satisfactorily shows that electronic circuit cards and related equipment have been constructed to withstand an ambient concentration of hydrogen sulfide of at least 0.75 ppm for a period of at least 10 years. 1+ r L ` 1.10 COORDINATION AND SCHEDULING ? A. The Contractor shall work with the Engineer to ensure proper coordination of instrumentation and control with respect to the other trades including but not limited to RJ 1 structural and architectural (for mounting; wall penetrations), mechanical (for process ;;�,;,�;,,;:;;��;•. ,:; connections; controlled equipment operating envelopes), and electrical (for power and control conductor routing, installation, and termination; equipment mounting and testing). �,tl•1yrl�..l�,. PART 2 PRODUCTS 2.1 ETHERNET A. Fiber Optic Cable: 1I41EIA-492AAAA multimode fiber with the following characteristics: 1. Core Diameter: 62.5 t 3.0 µm. ; 2. Cladding 25.0 2.0 µm. l�t ng Diameter: � 3. Core-to-Cladding Offset: <_3.0 µm. ` 4. Core Noncircularity: <_5%. ' 1 5. Cladding Noncircularity: <2.0%. ;;-. 6. Coating Diameter: 245 10 gm. ffs{yi 7. Colored Fiber Diameter: 250 (nominal). µms► y.°;i��'�•:, .�. ` , ?a1 , 8. Numerical Aperture: 0.275 0.015. Fiber optic cables shall be manufactured by Siecor Corporation (Hickory, N.C.); or equal. B. Each cable installed for bus communication shall have twelve multimode optical fibers. Y; CS-4199-00 INSTRUMENTATION 13410-5 BASIC CONTROL R0 3/19/01 MATERIALS &METHODS t � "� h%phrbw�r a. r ,x. ^"K+rNUaxwwVRtw^^wx w.+p;sFMtMA'fi crA..w! J. .y'��)��ti j. .1.5.. i{� ��v f? iTF:� ! 4 i l: �'� 1 r, �� ',` �.,t i:z.x t �,, 2 :L',�7:°"t t ''fy1��tfti+'tt ,�,{,'+A+�n,,�•., .} �d �itt;.r r a t r r r t � �� 1 �r ;& 7�✓1 1 L,,}5 y°n ' 7, '/ .1C�5�( � Sa r i { .r 5 � +, r,r :r ,. t., j': .i•' t t .i•t ?,. { rY.t.t�'�t'�y;i��?) �. r .{�X ,a •J WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI C. Optical fibers shall be placed inside a loose buffer tube. Each buffer tube shall contain up to six fibers. The fibers shall not adhere to the inside of the buffer tube. ,i D. Each fiber shall be distinguishable from others by means of color coding according to TIA/EIA-598-A. Buffer tubes containing fibers shall also be color-coded with distinct and recognizable colors according to TIA/EIA-598-A. ha'':�'•:':::5^,; yr, ' E. In buffer tubes containing multiple fibers, the colors shall be stable during temperature cycling and not subject to fading or smearing onto each other or into the el filling material. Colors shall not cause fibers to stick together. g g '"" F. Buffer tubes shall be of a dual-layer construction with the inner layer made of polycarbonate and the outer layer made of polyester. S` Tyq ;''• eV G. Fillers may be included in the cable core to lend symmetry to the cable cross-section ., - where needed. H. The central anti-buckling member shall consist of a glass reinforced plastic rod toi prevent buckling of the cable. I. Each buffer tube shall be filled with a non-hygroscopic, non-nutritive to fungus, electrically non-conductive, homogenous gel. The gel shall be free from dirt and foreign matter. The gel shall be readily removable with conventional nontoxic solvents. Buffer tubes shall be stranded around a central member using the reverse oscillation, or �t "S-Z", stranding process. J. The cable core interstices shall be filled with a water-blocking compound. The compound shall be a thixotropic gel containing a super absorbent polymer (SAP) material. The gel shall be non-nutritive to fungus, electrically non-conductive, and , 1 4 1 '+•4' homogenous. The gel shall be free from dirt and foreign matter and shall be readily 't removable with conventional nontoxic solvents. C'SPt' rJii J' K. Binders shall be applied with sufficient tension to secure the buffer tubes to the central r member without �::� crushing the buffer tubes. The binders shall be non-hygroscopic, '��'`•`t� j ��` t non-wicking t'.` '•'r'`'��,�.,. �, g (or rendered so by the flooding compound), and dielectric with lowuj,'' shrinkage. ;,.,:<:,:•J "t,,:;,t .. L. The cable shall contain at least one ripcord under the sheath for easy sheath removal. M. Tensile strength shall be provided by high tensile strength aramid or fiberglass yams helically s trded evenly around the cable r r core. All-di cabl :ft° . > N. electric sheathed with == 'k:;►z':",¢ " ``.'` es shall be s medium density polyethylene. The minimum nominal jacket thickness shall be 1.4 mm. Jacketin g material shall be applied directl Y ov er the tensile strength members and flooding compound. The polyethylene xr r!t 4f: ';r4'SSj�Ei�t?�lW:,rd ,•. 199-00 13410-6 BASIC CONTROL INSTRUMENTATION RO—3/19/01 MAT^ERIALSj,'Y & METHODS ;.",;+sri�t•,r.;;trtl tin �A4g9fMu+LV1+L'M'FN'.MFUw4.tP _..--•.,.«,.....v ... .., , .. `!^ • .a •,. "'FM.r:MitiLN]4YA7'*:M1'tGY.PI./Pr..vs.r+-.n.,,—...... .. , it ��,�j#�F,�aGN � iR , .,...rtivsw:riiNiATi•Nk;:t�Y�fVr.'6rs:rrl, - 'ei'��Y l y '' �r�l& a 7 r,':, � d ! it '� x V?f%of�`jfitrfd qr + TS gwry. t • is j d WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI l shall contain carbon black to provide ultraviolet light protection and shall not promote the growth of fungus. (( .w1 I ' ` O. The jacket or sheath shall be free of holes, splits, and blisters. The cable jacket shall contain no metal elements and shall be of a consistent thickness. Jackets shall be marked with the manufacturer's name, sequential meter or foot markings, year of ;ii t: '•"' '`;. F , manufacture and a telecommunication handset symbol, as required by Section 350G of ; :°;• : the National Electrical Safety Code (NESC). The actual length of the cable shall be within -0/+1% of the length markings. The marking shall be in contrasting color to they .� cable jacket. The height of the marking shall be approximately 2.5 mm, P. The maximum pulling tension shall be 608 lbf during installation (short term) and 200 lbf long term installed. , , J1 yi Q. Optical Fiber Connectors: Stainless-steel optical fiber cable connectors, capable of terminating optical fiber glass cables, with diameters ranging from 125 through 1000 7 µm. Fabricate connectors with optical fiber, self-centering, axial alignment mechanisms. Use ST-type connectors with quick-connect features and with insertion loss of not ' greater than 1.0 dB. R. Copper Conductor: TIA/EIA-568-A Category 5 1013ase-T unshielded twisted pair (UTP) cable with RJ-45 connections. 2.2 DEVICENETTM A. General: DeviceNetTM products shall b(" manufactured by Open DeviceNet Vendor Association (ODVA) member companies and shall comply with the DeviceNetTM specification. B. Trunk Cable: Yellow DeviceNetTM thick cable. Trunk cables shall TM be DeviceBus �.� Part No. 3083A manufactured by Belden Wire & Cable Company (Richmond, Ind.); or equal. f C. Drop Cable: Yellow DeviceNetTM thin cable. Trunk cables shall be DeviceBusTM Part 5 4:;sib.a 4•',4,,'. ;., No. 3085A manufactured by Belden Wire 8, Cable Company (Richmond, Ind.); or equal. D. Connectors: Five-pin mini quick-disconnect. Connectors shall be 871A-TS5 manufactured by Allen-Bradley Company (MilNvRukee, Wis.); minifast® Part Number kr°r't RSM and RSK manufactured by InterlinkBT, LLC (Minneapolis, Minn,); RSC 50-DN k='ltissh', and RKC 50-DN manufactured by Lumberg USA., Incorporated (Richmond, Va.); or equal. LE. Tee Connectors: Three position with mini quick-d connects. Tee connectors shall be T-Port Taps Catalog Number 1485P-P1N5-MN. manufactured by Allen-Bradley C54199-00 13410-7 BASIC C. JNTROL INSTRUMENTATION RO—3/19/01 MATERIALS & METHODS ,`, ('}••w°ta'tst'k�sW?&,�E�6I.(k',F.Mid'ti'Y�',`•:Kt did'cii�v7.kdi7iF�i+xl4at+w"r•••-••^'__, ._ -..-...n,..«vsw.,s�an.vsar...an.v.,.•�a.••-• .. .,•...,.,xn«r n i I WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI Company (Milwaukee, Wis.); Part Number RSM 2RKM 57 manufactured by InterlinkBT, LLC (Minneapolis, Minn.); TAP 50RK manufactured by Lumberg USA, Incorporated (Richmond Va.)• orequal. F. Terminators: Sealed metal film resistors (121 S2 1% 0.25 W) with gold-plated contacts. ;:, ;' .•;;-,;i Terminators shall be Catalog Number 1485A-T1 manufactured by Allen-Bradley Company (Milwaukee, Wis.); Part Number RSM manufactured b T � 57-TR2 menu y InterlinkB LLC (Minneapolis, Minn.); RS 50T and RK 50T manufactured by Lumberg USA, Incorporated (Richmond, Va.); or equal. G. Power Tap: Sealed unit with built-in overcurrent protection. Power tap shall be PowerTapTM Catalog Number 1485T-P2T5-TS manufactured by Allen-Bradley Company (Milwaukee Wis.); Part Numb SPTC2 m b T LLCs"4''``"'k ''? � Number , manufactured y InterlinkB (Minneapolis, Minn.); or equal. PART 3 - EXECU'T'ION f 3.1 INSTALLATION i A. Non-bus signal transmission between instruments not located within a common anel P , shall be 4-20 niA operating at 24 VDC. Milliampere signals shall be current regulated and shall not be affected by changes in supply voltage and load resistance within the f ' units rating. ! t B. Ground measurement loops at panel external terminals by bonding to the instrument Lj <'>;>.':E: ;;t:•.;;' , `:' panel signal ground bus. C. Provide isolatin g amplifiers ers within the for field equipment P ossessin g a grounded ;• :.,i.':;js:;.,,",.. input or output. D. Provide each receiver and each transmitter with an individual switch and fuse to ! disconnect the receiver from power and signal sources. Provide inserts for test probes to aid with calibration and troubleshooting. f t E. Provide engraved lamicoid nameplates white background/black letters for meters, indicators, totalizers, controllers, recorders, and other panel-mounted devices. Mount nameplate using stainless steel screws. Use identifiers specified in the Contract i Documents. F. Scale instruments in engineering units unless specifically stated 0-100% scale is not acceptable). G. Identi fy field-mounted dev ices with permanently affixed embossed stainless steel tags. Characters shall be at least 3/8-inch high. C54199-00 13410-8 BASIC CONTROL INSTRUMENTA'T'ION Vt RO—3/19/01 MATERIALS & METHODS J .`""R1c"'"'MatwssaacuiRr:nrawiv .r+, ..+.. ........ -.7, ...w.,,.sr: s . 3Y +.15�t;•``9'ti s s a+.cipaS SCn+rxlvt u. ^'°.r-+.+n•+uz.aca.7'F:v�denrranwM.,, t..,.5 -xl---+ra+�iv.. lF3�r y4 t fyi:�'. t; s f , ' t 1i i' t 5 its' '1{� ,x��4�a { 1�`^17• s Z!, _:: • i ...�. 1i3 :i: � r=f' rrti` f�=.�It'/r'Si��.��ix'��i?r a Y , Y WATER POLLUTION CONTROL FACILITY EXPANSION t , CITY OF JEFFERSON, MISSOURI . r.,„ H. Identify wiring and terminals at devices, terminal blocks, and splices. Identification "+ shall include signal tag number and polarity (where applicable). Instrumentation cables shall be tagged at both ends and at any intermediate pullbox,junction box, or manhole. Tagging requirements apply to internal and external wiring of instruments and control panels. 1. Circuit cards for all electronic instrumentation shall have a solder finish on printed wiring such that there is no exposed copper on surfaces, edges, or holes. Silver and 4 silver alloys shall not be used on circuit cards. The intent of this Paragraph is that wire wrap shall not be permitted on circuit cards or backplanes. The Engineer may allow use , �i of a small amount of wire wrap if required by the Manufacturer and if posts are gold- electroplated to a minimum thickness of 5 mils connecting wiring is gold wire and adequate corrosion measures have been provided, ':<'r; ,r J. Fiber Optic Cable Installation: 1. The installation temperature range of the fiber optic cable shall be -30°C to i..s '.: 2. Place fiber optic cable in duct as outlined in SRP-005-011. Direct bury cable as outlined in SRP-005-012. 3. Avoid excessive tension and deformation of the duct during placement. Allow for relaxation of stretch after pulls. ;: Mf 4. Cap or plug duct to prevent moisture of foreign matter from entering until the cable installation starts. j 5. At splice points, pull sufficient slack to reach the intended splicing location. !�• x,;.,;�;. .;'; >.I 6. At points where the duct is continuous through the manhole, place the duct and cable on the rack and secure with appropriate cable ties while maintaining the cable's bend radius. j 7. Install ST-type connectors for all equipment and patch cord connections. Splices shall be made by using the fusion splicing method. 3.2 FIELD QUALITY CONTROL A. All fiber optic cable shall be tested in accordance with TIAIEIA-568-A. END.OF SECTION 13410 f;Ir.'{4 :tf 7 t 4, w C54199-00 13410-9 BASIC CONTROL INSTRUMENTATION RO 3/19/01 MATERIALS &METHODS � r•" t�lX .� p*"^,*e .a At '��XiF�" s"�,'b7 F' u7roraw3w.u.« \� r��.,r.t r '.,�, g raw+� .t r,^." 1 .,...,...y .,t .t °''aa.ww,.+e»-•— t, t r .r,:a 1'� fr t�� ; ;ivn�4,r, �`�a�£S>�1 .+.. dlr. rh'rv5r '•.. :ii.., ... ,,.... .. ., ... .,' 7th , f tax t;q ,, :, ,r' •' � , `... .... , ,{ ., 1 c t,�t{fir u�tf' wA.rwvL,.,•Mrx.+F4 atif.�inv+�•+Mxrn!,w,wrn�wr.,nur.«:.. ,.Ftox, ......a... .rkmr.,, .,.... ... _ _ ..-..�,.,,..uw • t WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI 7o" SECTION 13420- INSTRUMENTS PART 1 - GENERAL +'` 1.1 RELATED DOCUMENTS }' .jI fir;�:• �;+� ., A. Drawings and general provisions of the Contract, including General and Supplementary F;�,�;•,;; Conditions and Division 1 Specification Sections,apply to this Section. � P PP Y i� 1.2 SUMMARY ': 1 A. This Section includes instrumentation and control equipment for the wastewater :r:a,t,.,. treatment plant expansion including, but not limited to,the following: wa 1. Flowmeters. i 2. Pressure transmitters, gauges, and switches. r 1 1 3. Level transmitters and switches. 4. Dissolved oxygen meters , k yr� r r•. B. Related Sections: The following Sections contain requirements that relate to this Y Section: f�.z;i sl-•. j 1. Section 13430 — Control Panels, for instrumentation provided as part of (or j packaged with) each control panel. 1 2. Section 13455 — Programmable Logic Controllers for instrument UO t connections. 1.3 REFERENCES A. American Society of Mechanical Engineers (ASME): =rjlx!•: Y>f . �<'�,' I. ASME B40.1 Gauges—Pressure, Indicating Dial Type—Elastic Element. �^'',� B. American Society for Testing and Materials (ASTM) 1. ASTM A105/A105M — Standard Specification for Carbon Steel Forgings for Piping Applications. r ,_ 2. ASTM AI94/AI94M — Standard Specification for Carbon and Alloy Steel Nuts P Y for High-Pressure and High-Temperature Service. 3. ASTM A351/A351M — Standard Specification for Steel Castings, Austenitic, for High Temperature Service. ';, fir; •;,�',;:. C5-4199-00 13420-1 INSTRUMENTSF}' RO—3/19/01 , i } , t�°�S`i �� ^�- ,...wtr,wwrxwwh+at*.esta.taaa«sw,'.+r.,•_......., .....—...,....x, .; r T ,+ r it� ;-^r t y��t�tt f'%r cr1.:r. ,kt»,,,:. `Y {. '.! ,t .'Y.-�''+. 4 .:� mil.(,. •,vr p t ta� 'r�tt @r�k 1,gpn.x,.. '.r�I'��1.3r°:'r• '..,G'x i,j4:r t ;� ! Y•' I t'. t j+' '� t r ,`.�`-',,.��N�''L'.t'• s7:vy a.w 2a �t,fi�+S p: +e.�:s �t r -t{ .ti f a 'i .s' }K}t� 11 r „i:.�i�yitl;�:�,.j t( J�;,?'`i,v k�•' r. l'R.,��7.'.:,., �r` �F ! v tr. h. ! � +f' r �� ( 7 .)• >' {9. �5��4 fa,.�{ '+" '�; .t, ^,U-.i'' !` 7 .�{r�°t. , 1 t rt .i t i.. r � r ,. •C� S F�SW t �}':t " ,,.�,';.+�, 'J,. 'J ir;l4 j:{ .'r L. J f!t.Y� � t i� .} Ys f �t:i� t t •.sM•� .r t1 �S:: { t .f a' •f.:YS 3t,C:f',�l�7ft^%r}Ss`�:uyis.{� ;rr, ` ,a. ; 't f a j c , :! t �r � 1: �.: - 51. 't1 �. N�(• �s1 t, 6.n�. i'i �y 7.: ' ,L}t� � >;1�. t 1 �` 1 rt F .!;' 1 .t ;t ,ts r r S' s j � i,; 5 tyN{,A' .I t C1�''^r,�� 4 +•t f. ..�Q, xr t t.� �• :�� r ..z,� ,.• r.. .t ,'s,; � � t t G t �*' � k'S !t'3+�' (�'� �M , "••t } - �rt.t 7.Sv. 1 J t4."E 'r Z. '! �' ,� RI :' s t s t ! ..., S� .i tai is it.n 7a32rZ4 W 5.i F',r ;.i•-. 't '� , 1. yr: r ,,.� t. ''' .r t'^.:. , 5 t ? ( Y.E.+t, �,J�sqy.{F t`{,�j„ft,�,sue!(` �irx.�r£, ,4�� rti G',r, f .,.t. , VY� r�y.m S • .. • .. + - � f ,Jas i ,.;.. WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI p 4. ASTM A479/A479M — Standard Specification for Stainless Steel Bars and -' ?,:``J j Shapes for Use in Boilers and Other Pressure Vessels, C. International Electrotechnical Commission(IEC): 1. IEC 529—Classification of Degrees of Protection by Enclosures. w D. National Electric Manufacturers Association(NEMA): ; 1. NEMA 250—Enclosures for Electrical Equipment(1000 Volts Maximum). E. National Fire Protection Association (NFPA): A� 1. Electric (NEC). NFPA 70—N ational Code®E F. Underwriters Laboratories (UL): 1. UL 486A — Wire Connectors and Soldering Lugs for Use With Copper 'j r•t} e .tI Conductors. r 2. UL 486B—Wire Connectors for Use With Aluminum. � 3. UL 508 —Industrial Control Equipment. 1.4 DEFINITIONS A. Accuracy: The combined effects of linearity, hysteresis, and repeatability errors, expressed as a percentage. E i B. BFSL: Best fit straight line method. r C. HAR'h: Highway Addressable Remote Transducer protocol. D. Hysteresis: Error defined by the maximum measured separation between upscale and downscale indications of the measured parameter during a full range traverse from zero to parameter maximum. ;. E t output from a best �; , ,. ,,, •,,,.:. Linearity: Error defined by the maximum deviation of an instrument :1 fit straight line during any one calibration cycle. «{'�j�' 'N�i;•• ', F. Repeatability: Error defined by the ability of an instrument to reproduce an identical output signal when the same input parameter is applied to it consecutively, under the same conditions, and in the same direction. r t J I w�f f� } 4 maintain its performance specifications over time. G. Stability: Ability of an instrument to H. Total Performance: Combined errors of accuracy, ambient temperature effect, and span ,;;. t:, tj line pressure effect. • t :ry�s�> ;ir„�.. C5-4199-00 13420-2 INSTRUMENTS ' RO— 3/19/01 M 3yN y� Y' 1 t7 +-..,•.aw.,w,r�ar:u'w+aww...rtr�.*.+'..^....._.... 7.r^r-nfYxauR�sy } Jr4Ri'n'"'''l c .t i rx• �, ti ��e -+rwna.nrd r n�nnew+- i � t' t.F� f �f �' � -�y, L..•, `' :{.1t+} .'� / M( .\''. t r e1u ti•,;. } �kf} � �Ji�,?'",•' ;5 r.:'i} Y Y ! , L It i ':t { f i:;1,., i =h[p� ��^'�.r{��+,�i( •�l } ^'q�IRt�, '�,l t+s' �\k'�riid7�j�l4��ZSS s 4R�t Styri7 S ^C•/ F:`i .1{9 y. t f { .t i fa b4 s�ZV` 4. q c x' t 1 t 1 t. t' y , F ' r ..�� , �' ... - :.. .' t ',+ f � >:,�f, P 11i�„�(t�P�✓��,� � v>5...•wa.s.A..:�...w,..a^..w!«.,^... .......... .. ..,.-...:...,.. ...4..,..r,. �. >-,r .,v ...,...... . .. ......_...... ,..,w•....vi,.,. .x+'+.�tam..t.,, v.,,...,„..., r. ,.,. .<.^.. .,.,c.. ,., t�r,iF �Pr t�Tf�ib �?i r. WATER POLLUTION CONTROL FACILITY EXPANSION 4 CITY OF JEFFERSON, MISSOURI E { 1.5 SUBMITTALS A. Product Data: C 'f t 1$�t : rl 1. Include rated capacities; shipping, installed and operating weights; fiunishedi Axrr'r specialties; and accessories. 2. Manufacturer's warranty. B. Shop Drawings: 1. Drawings from manufacturer detailing equipment assemblies and indicating dimensions required clearances method of field assembly, components, and location and size of each field connection. 2. Wiring diagrams detailing wiring for power and control systems and differentiating between manufacturer-installed and field-installed wiring. C. Certifications: ,z,=r°t° 1. Certificate of factory calibration. Y . D. Closeout Submittals: , : :-[[ ` M ! { S :1` 1. Operations&maintenance manuals. j 1.6 QUALITY ASSURANCE A. Electrical Component Standard: Provide components that comply with NFPA 70 and ' that are listed and labeled by UL. B. Listing and Labeling: Provide electrically operated components specified in this R,?.b C�??�iY.iJ•ill r�. Section that Y are listed and labeled P as defined in the 100. NEC, Article 1.7 PROJECT CONDITIONS A. Field Measurements: Verify dimensions and clearances by field measurements. 1.8 SCHEDULING ;' 'r;” : .�: .fir„,,E•, 4�d . T;} A. Coordinate the installation of instrumentation with the installation of relevant process, ; µ,l :y. mechanical and electrical components. N ,, C54199-00 13420-3 INSTRUMENTS RO—3/19/01 {*1 KN'V ' TIR'� '', ;Y:�., .-nr.,wM.M> .,m,v, .P!'•!�.�%o- .,L'1: '�' '? W,;)Y°'II�'il,j�„ s-Jr r ,Y3'�p f;l^,t 1 1 l.t. :'t' 1. t., '�(i .Ai"'r ..� i ,�..l ;.'\s` •"t;'.'�• �'`1 d,) r�6• �' I "ti�, �l((a;.-.tl-'7 'G./.{.17 u: i7 ..t. �; :j) �, - it,. 'fi i :.J+,..:1`7�t�' •lk-. "`'VE t tr:4.�li;� �#:,:f�4`..'. S. ,. vq`"i�AA .,��Jt:AY} < S..rt 'r�' � .y. r',l ?.t.t k .)' t c r. ,i. .t �. r,i.,. n ..1{.�..S .4 S r••! %i'iC.`xr:+='1 � �: l�t��,,�s Eta 11:t+�',,• r' ii ,:�.�.'t:{JJ,.,,�, :r .,f. C Y ..is ! rl. 1�7. ,:�¢:. 8f , t, Y-,r. 1�J� , �r•Yt'. .,3�; it 2. ..t; a.,r `F t,., •x. ;>�t.,�.,., t: }2/ 1•.S•:v'* , :•> 1r� Ttr� - ,L. } .1; f .(.' 3 ;, C .:'F 3 y lt, ti:'� Y `V� '`;11•� it,s../;, j.. 1 S ,f� x}, 1 :.�5 r'e,� � �, `/ 1 :�5' t'+ P ..�W 1 .S, .{�•r'at. ?'3f t,Y �;h:. S!, ,.}.�"`.:"=',' t"i •.:, lr ti r. ',f .S f+ 1 .! t Y,1 t:',1 .Z,.' S 4rd:F,�n i ixbf. 1 ,.,}.`r'`'n,.�...,..,�.,, ':N S'1 .,n.. >�; < , ;y: {. ,.P,f 1 :s;.' + :41.•. c.t, v n3 f y,^;wn. .,,fx,.... 5 .�j`A! ..� .a5 .r .rn,r.Jfy `5 '{ ti.�. 7 ,a, .. ar ^, 't { t tt�'', s,�.�,�.,'t'r:;,�';•��t,n }'t if%,i ff f .� 1 ,4,. .t ti � .{. f�,. R': -�+,Ir �°� j "•* ,C•Sw1 j1 � t:4?'t 4. '�}. r r ;�, P .! t ��,5. ,f � 1 +3 '!'%��';•''f�'. 't, �,'�, •g , ;r,.�,�- tr,: t y ,' ,i. , �,�., f.,F f �4tau5�•s;f_4't;,q,r ,� '�?lit t;3. ,� f�f "rf,,..,•1., x �i: i ,F'• v'ti � tb t :'r: 'vt '1;. �, r� ,s. #��f.i:::,. ��.11 }f ,}t r. y .i. t 1i r Y;.1tp.;4k�f ! .Ftf,'Cr�.i:•ti'�i','- , T'hrd _•� f '.r Y i .,,'.,to . .', t j f t I'll i S. '3{71 d,`�t � r t'S S� t x , }'t., ix ( � it .! - ) ,. , '•'. .. � �i; '" :i� i �. Y ��' �I IL rr -`�� r � �` tr tart ii�.�,�t , •`. + y : r r ! { , .: rl; C}Y �, li.l/Ilk dt�}'t}�•'.`��' hNnrA'iw.rf4f4ttvrvNnrxruhl.MM fl:f.t4Fterlw`Kf�'"'k1*!5'"Y.'G v'SvYz .rrt..,wr ....<........ .....•.s..a'�. >4..:2.r�•Yr•f,�Y e,}•.'. ..1.+t Jn'YS• ,J'„ •'.ra... wAnY YMV..+..?�.5.72:�'!Yt�'} lr!..•.;'}'{:��(:k,.y�fitd (F� Dr"�{t.+ Y1 L :t..`�f7 IY i WATER POLLUTION CONTROL FACILITY EXPANSION t ' CITY OF JEFFERSON,MISSOURI 1.9 WARRANTY s i A. Instruments shall be fully warranted for one year after Project acceptance. A � 1.10 EXTRA MATERIALS }, rP•gS �.,�, t A. Furnish extra materials described below that match roduct installed and that are P packaged with protective covering for storage and identified with labels describing contents. , -x 1. Two spare fuses for each instrument with field replaceable fuses. ; �N,; '_' 2. Calibration fluids (far instrumentation requiring such fluids) in sufficient quantities to perform at least two field calibrations (excluding instrument '{ commissioning). B. Furnish the following pieces g p es of programming and diagnostic equipment: 1. Provide one rechargeable HART® communicator with spare battery pack for use '' by the Owner upon completion of the Project. Communicator shall include cy.. recharger, lead sets, carrying case, and pocket-sized manual. HART' communicators shall be Model 275-R-1-E-IO-C tared by -00-D1 manufactured Rosemount Incorporated(Chanhassen, Minn.); or equal. PART 2 - PRODUCTS �`AI' ' ,• i�}'4+.r"''1 }r Y.iA`,!f4�1rry.iti 1 1:, 2.1 GENERAL, A. Provide a stainless steel identification ion tag for each instrument. Tag shall include instrument tag information from the P&ID. 1+ Tag number shall be permanently etched or embossed onto a stainless steel tag. r :;jr �;' _.., "i Tags shall b f stainless steel rive _r a fastened with appropriately sized s is or self �+Y:"�}fir,-�``�•''�`? tapping screws to the device housing. ? 'S:?L t Itr,'�,•:r r 2. When rivets or screws cannot be effectively used, permanently attach tags with a circlet of 1/16-inch (1.6-mm)diameter stainless steel rope. :'' 3. Instruments mounted on or within panels shall have tags installed so that the y: numbers are easily visible to service personnel. s: $ , C54199-00 13420-4 INSTRUMENTS �} RO-3/19/01 ` , ` l"�:1Mfn��t.a,t�^N ►ra 901:-5�+7s L"'.`r+.,��.If Yt}'r:+•F'xt>'.,wt,n f r{�t«r.t^.t...c/s.r t 1,+�i•«}r+t -w. rM,.w t •�`^+ r r<r" y._l k�irf w1 e H,x n•+1r�'*7 f.'.v-��;�'t.+y:ri?I,f t},ji}lf.!},2rr•�?"i'+k s�r�4':3 toar r+u.'r.Y�.1,.s+>."ti",r CS+,`'�y Y�'�J��ti 3`Y tyf 7 g w,l�auk it r 14,3{7''/.'" 4+ �f�ri• � ' ,�c;t;.$� s• ,i t F''+'t p.� �, L *k f'. ! 5 t` '.+7 vt: 1 1 ;' .t .1 T, t t:.f-/ 5 . ;'y;l! �TM•'' ' ;;{�'�". � � y�'a at - lr i9 /. t� �l 'S f. xP f�l �f�} /y ,}•,i ,� t �'� a h4} rE;, , 7 y t !�. f 1 ,, f, }{ y ."r1 14. }Y„�?+,la,i��ip�r}, ti. 3S,^ '}•. ,1 t. f,n ay 5 .';`t h�f+. r�}� ttt' .�ji � '�•.Y, !,'' .:1. I t•f! 1 i' #..t��.;4'ifi��.,�r L..-ii}i74�{J��''��(,qt[�• p 1;,.,r �iNlt Y' i r ki t is`-s r r! , ,' i i �;t Y .�r+YC:�+'i{l��/.•!'(��' +��.$;T.�e} t .';' - !t if+ '.,fit':'e f � ,. 4 .r' i1 .1,: �frl`�.t Y .Ji:.�'-,'�•,� l..i a�'t! f� .i�+� '., r ... , .. ft i } y ii .s, � 1F�p 1SryY?'� ''�w�i Y��•t. ,! WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI 2.2 MAGNETIC FLOWMETERS (REMOTE MOUNT TRANSMITTER) r � A. Elements: Carbon steel measuring tube with Polyurethane lining and Hastelloyo C electrodes. Flanges shall be ASTM A 105/A 105M carbon steel, ANSI B16.5 Class 150. Provide grounding electrode or grounding rings made of the same material as the ' measuring electrodes. Flow elements shall be rated for accidental submergence service. Magnetic flowmeter elements shall have the following operating characteristics: 1. Minimum Liquid Conductivit Y 20 µS/cm ;: 2. Liquid Temperature Range: 32°F to 120°F (0°C to 49°C)' 3. Ambient Temperature Range: 32°F to 140°F (O°C to 60°C) B. Indicating Transmitters: Remote mounted from the flowtube, microprocessor-based t pulsed DC field excitation with transient protection circuitry and empty pipe alarm (contact closure and local indication). Provide two-field LCD readout capable of displaying flowrate (MGD) and totaled flow (GALLONS) enclosed in a]IT ;'r' +''>''•`"_ 1 finished, die-cast aluminum housing rated NEMA 250 Type 4X (IEC 529 IP65). Magnetic flowmeter indicating transmitters shall have the following operating characteristics: ;« f 1. Accuracy (based on layout shown on): 2. Minimum Output Response Time: 4.4 s 3. Input Power: 3 4. Powe 120 VAC @ 60 Hz r Consumption: X20 VA .I Output g 4-20 mA DC, 2-wire signal w/HART 6. Electrical � Connections: %s-inch NPT x r C. Magnetic flow meters shall be Model 9300 element with remote mounted Model ;; 1 MT25 indicating transmitter manufactured by The Foxboro Company (Foxboro, MA.); -.� or equal. „ D. Applicable -�� Instruments: :E Tag No. Line Size Service Flow Range 4 t ` �? (MGD) 02-FE/FIT-208 10 inch Wastewater Influent 0_2 02-FE/FIT-209 24 inch Wastewater Influent 0-30 02-FE /FIT-210 24 inch Wastewater Influent 0-30 Note: Flowmeter materials of construction shall be compatible with listed service. Y;"°xz;::{,r':;•.' `. C5-4199-00 13420-5 INSTRUMENTS RO—3/19/01 tti i c n41 r R ? ,j mom. p;s tl.t ♦�,P _{, r.t• :�,.. = t,. , 7...,t 1?,l:tt r 't?r/ tF. ,4z.Sil., ff.r( l rx " =S't4r1 }' fitYi'rt1? .dlr ,:;•F4,F+'"�ft{u rt �... � , .tt Y rj.r, t ! i )• , � , ,. ., t � t: J k •C P 'r { ,� S r , b r t ( rf i d r t '! t , t }vt+ t � .,'4 r .t"�e .. _ � .. >,..-.••c,M r ...I.,.r.tl.. ri tA..t i�.,�t, ir?�:4�?\`S��j�=ii;f,�'�g•LZ" ' �N �a; WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI 2.3 DISSOLVED OXYGEN METERS A. The dissolved oxygen meter shall consist of a sensor, transmitter, indicating converter, and all auxiliary equipment required for the complete installation of the DO monitoring " system. l B. Sensor Element: The sensor shall be a self cleaning, low maintenance type sensor with g temperature compensation. The sensor shall be a replaceable Clark sensor, utilizing a i gold cathode, a silver wire anode, and a non-toxic electrolyte of potassium chloride. ,;z The membrane shall be FEP Teflon and shall be bonded to the DO Sensor. Mounting f bracket shall be Stainless steel with a pivot arm handrail mount. Elements shall have `{ f� the following operating characteristics: 1. Process Temperature Range: 53.6°F to 73.5°F (12°C to 23°C) �` } 0°F to 100°F (-18°C to 38°C} ar trj`f Tj 2. Ambient Temperature Range: C. Transmitter/Indicating Converter: Remote-mount with output display of dissolved ' oxygen concentration and temperature. Enclosure rating shall be NEMA 6P (IP67). x, ti {vas,., ��•: .� Transmitters shall have the following operating characteristics: 1. Accuracy: 4:0.5%of calibrated span 2. Input Power: 24 Volt DC •y � 1S )1�l�J,t 3. Output Signal: 4-20 mA DC, 2-wire signal 0°F to 100°F (-18°C to 38°C) 4. Operating Temperature Range: 5. Electrical Connection: V2-inch(15-mm) ;�p < D. Dissolved Oxygen Meters shall be EVITAO OXY Model Oxy 4100 transmitter, Oxy ;,; �,± ; ' 1100 Sensor, and Model USC 6000 Signal Converter as manufactured by Danfoss �N✓ If r}j i`nt3 f Analytical (Denmark); or equal. '-I E. Applicable Instruments: !'',' ' Dissolved Oxygen Tag No. Service g (pp m) r Range m 03-AE/AIT-551 Wastewater 0.0-5.0 03-AE/AIT-552 0.0—5.0 =i„ Wastewater 1 03-AE/AIT-553 Wastewater 0.0-5.0 03-AE/AIT-554 Wastewater 0.0—5.0 Note: Meter materials of construction shall be compatible with listed service. 1 Ir p !. a ` C54199-00 13420-6 INSTRUMENTS RO 3/19/01 ; rf:A” ll�'I @�jU�'�pa��,pyl'Tpw •• 1 r ^^--r xf.ruwH51.v+14WAtpkrw.rY.•Y r .+T.�744'��+4•�ti'Wt�'IRtYI'W'd° , l�t tl i '.�.a `ti�sH��}}�i)fS 1'hf,t.:�!, :,i 7. j7174'y' r.{. %1 }Ja t:J rye. { �;riy`� i:5 's t t +:r t ,,': S1 :/i 't' f r r fl! 1 t',�. r/.'}t.•y''iy�k K11 al d . 4.xrid �' � S r 1 a > 't.J 1 ,.. vt•.s 'art r7°r:7e,�,.i�i�F� Y. � �a�� it ' fI ' •r i' •` [' r�:: 1 t � t r t',� � {} 35 irVl.:,t�' S )dX;+'1�s ° I. �, P . ii ii WATER POLLUTION CONTROL FACILITY EXPANSION 4k1 CITY OF JEFFERSON, MISSOURI 2.4 PRESSURE INDICATING 'TRANSMITTERS A. Isolated and temperature-compensated capacitive sensor, with built-in microelectronic i processor in a NEMA 250 Type 4X (IEC 529 IP65) housing. Provide integral transient protection terminal block and built-in four-digit LCD meter to display pressure (psi). Ys'>irs?1 t =' Pressure transmitters shall have the following operating characteristics: 1. Accuracy: ±0.08% of span 2. Total Performance: :50.25% of span 3. Stability: ±0.25%of span for 5 y. ; 1 4. Response Time: X45 msk 5. Input Power: 24 VDC ..,°fns; ` a 6. Output Signal: 4-20 mA DC, 2-wire signal 7. Maximum Resistance @ 24 VDC: 587 n 8. Operating Temperature Range: -40°F to 185°F (-40°C to 85°C) 9. Process Connection: '/4-inch (6-mm)integral manifold j 7f3sf•��J:l,:f, ��i(, 10. Electrical Connection: %Z-inch (13-mm)NPT female `''' >tt, I J B. Pressure transmitters shall be Model 3051 CG manufactured by Rosemount Incorporated (Chanhassen Minn.); or equal. �:�'�' � '- �f C. Applicable Instruments: Tag No. Service Pressure Range ` a' 04-PIT-608 Plant Water 0— 100 psig F 2.5 PRESSURE GAUGES ,•i' :� `'' A. ASME B40.1� •Grade IA AISI Type 304 (UNS No. S30400) stainless steel case and ' � bayonet ring and AISI Type 316 (UNS No. 531600) stainless steel wetted parts, '''s`:Yl'-;;' 1 glycerin-filled 4-inch (100-mm) dial pressure gauge with laminated safety glass ,t window, and EPDM O-ring. Gauge accuracy shall be ±1.0% of span. Range shall ;"T match service monitored. Pressure gauges shall by Type 233.54 manufactured by ,:!f. i,." ?, WIKA Instrument Corporation (Lawrenceville, GA); or equal. f { F }1 C5-4199-00 13420-7 INSTRUMENTS RO—3/19/01 Al tP `� 'i�,J}f}q>r il,. 1. r �.. .•a i= ri< } ' r� i .2. } .lrr�� .bj lfS t.y.i',,b^'«.�+ ;R '}`r.g:.f. i71'.}r?., .�s•, :Ir { if'. .�, t} i .t s ,�,.,�.j'.Cx;.ty;.�,..�, M�i ?' Y , • .. . ''s t ids i,� rw^,N+w..`.e.,n.«..,.,.. ...ter......n..4.s.W:.,,-..t....... .... ...... .. : .. ,,. _. ,.. i ,,. >.,.,r r .. ._, ._:.. ...-..,, •t t:'•l. nt+. .. ,. , 7,/r',1.1`yS�+^gt`,k'�f,t'd''�.t+t`;t�,t.�`,`57�r'"T{'A'i1t��3� s r'. -`t( . � WATER POLLUTION CONTROL FACILITY EXPANSION j CITY OF JEFFERSON, MISSOURI << 2.6 DIAPHRAGM LEVEL MONITOR ( A. Elements: Hydrostatic head pressure sensing probe using an oil-filled diaphragm to transfer static pressure to a capacitance-type transducer. Transducer shall be mounted in a AISI Type 316 (UNS No. 531600) stainless steel housing with a Teflon' • diaphragm. Element shall connect to the transmitter with a shielded 416 AWG three- ( conductor polyurethane insulated cable with integral breather tube. Elements shall have the following operating characteristics: i' I 1. Accuracy(.BFSL): f0.3% 2. Response Time: 20 ms 3. Operating Temperature Range: 32 F to 158 F (0'C to 70°C) 4. Process Connecti on: 1-inch(25-nn)NPT `4',,Frx. •, B. Transmitters: Solid-state assembly with transient protection and 3 '/Z digit level display in a NEMA 250 Type 4X (IEC 529 IP65) stainless steel enclosure. Transmitters shall have the following operating characteristics: 1. Input Power: i J + 24 VDC 2. Output Signal: " t a g 4-20 mA, 2-wire signal ! 3. Ambient Temperature Range: -407 to 158°F (-40°C to 70 C } it l i 4. Electrical Connections: 1/4-inch(19-mm) ~- `:.i C. Diaphragm level monitors shall be Bulletin A1000, Model 157GSC-D manufactured by Consolidated Electric Company (St. Paul, Minn.), or equal. "= D. Applicable Instruments: ,a {r Tag No. Service Range (feet) 03-LE/LT/LI-541 0.0- 16.0 SBR Basin Level '•'f,: •,•'-._., 03-LE/LT/LI-542 SBR Basin Level 0.0— 16.0 4j4„G.;• ; 03-LE/LT/LI-543 SBR Basin bevel 0.0- 16.0 . -r` 03-LE/LT/LI-544 SBR Basin Level 0.0— 16.0 04 -6 Effluent Pump n Level 0.0- 15.0 -LE/LT/LI 10 mp Statio 1 1 4 f i l l ;( LEVEL SWITCHES ( • 2.7 S FLOAT TYPE) normally-open {A. Mercury tilt type, ABS outer shell, SPST or normall -closed as with #16 AWG two-conductor Type SJOW, oil-resistant neoprene cable. Switches f . ;:£r. .A ....• 'i '. shall be rated 1 A for VDC service and 10 A for VAC service. Level switches shall be l � : s' .: ,� �low Ali Series F manufactured by Warrick Controls, Incorporated (Plainville, Conn.) or equal. ��RHgxi'} I#mxky- ,a C54199-00 13420-8 INSTRUMENTS RO—3/19/01 7 .4/,+ "'4"•.••"1,,,+to{anWuetwnweuounxw.n»a+l-cam..,,. :}. ,n-• a.,,wercmaravow:sw+rrrmsw.....-- .... ^.»..vrww•arKawRC,reraten+�++v +^�'-,,.'..`c. t t ,..,.• LA�� !d ati S�f ..., r s •r 1 t j i t �}4t S 7t4 rt>-Jj- �'r ri t�'1 r�. + � ��+ t r4 jl l t WATER POLLUTION CONTROL FACILITY EXPANSION . CITY OF JEFFERSON, MISSOURI B. Applicable Instruments: " Initial Setting ' Tag No. Type (Elevation) 02-LSH-211 <:•:,.-,:;.,,:.;: Normally open 563.92 02-LSHH-211 Normally closed 564.17 02-LSH-212 Normally open 563.70 02-LSH-213 Normally open 563.70 JA� 03-LSH-531 Normally closed 558.50 03-LSH-532 Normally closed 558.50_ 03-LSH-533 Normally closed 558.50 ' 03-LSH-534 Normally closed 558.50 04-LSL-609 Normally open 544.00 -„';4_ ' '< 04-LSH-609 Normally closed 550.00 O5-LSL-803 Normally open 541.07 ` 05-LS-803 Normally P o en 545.07 `tt Y{t4 tir W.-► 05-LSH-803 Normally open 546.07 { 05-LSHH-803 Normally closed 547.07 w� 2.8 VERIFICATION OF PERFORMANCF, { A. Magnetic Flowmeters: Prior to shipping from manufacturer, conduct direct calibration `--�� with a volume standard. Prepare and submit calibration report as outlined in Article 1.5—Submittals. B. Pressure Transmitters: Pressure transmitters shall be factory calibrated for operating ;;. .. >-w!`• . ,• i range. Calibration shall be temperature compensated between 32°F and 175°F (0°C to 80°C). r w..rt.- --- PART 3 EXECUTION :'` ,., 3.1 INSTALLATION A. Install each instrument in accordance with the manufacturer's recommendations and the ;;i: 4• ,,<,,F Contract Documents. B. Mount instruments that require access for periodic calibration or maintenance so they ' are accessible while service personnel are standing on the floor. c C. Mount and anchor instruments using stainless steel hardware. Secure instruments to walls stands, or brackets as required by the manufacturer or shown on the Contract 7 t Drawings. C5-4199-00 13420-9 INSTRUMENTS RO—3/19/01 K� f r•+.e.ay. p �•, �YL .iii y•¢+ 're r� vY#a6K+a�L- ..w.»ce>}.vrWwLuave.m+++ +••,•,,,vauv..+av x , 'Y ! .�1 'Yr• -V•V t'x?lPYtMbRi 7nxa^•” s - t ?"aZi !+�w .i t , t � : y♦r f , .. t rlJ.t C T s ,, v{( it ;•t7t F7 i .. ,r } 1 r t }�•.} �jR.§��k �.fi .tra i iU 51 1 r 1 nlpyc ...u..:x..:. .�......... ..._.:_:....,....,.n.>a•.a.t+'..i•v.'.•N.n3r,.. �,...:... . .Mr,s y:,.rr•J e.� .4+,r.qN.•< .vh .. .wx. .,.,•.4.•,..e`?wk tlt YH!2ir,..+..ar.rrl,.i�9e't.^v!<i�:4'iA44�.14�i','K:'+r"7�nr.. s. s{ �,'4 S u'Y 'r 4 1 WATER.POLLUTION CONTROL FACILITY EXPANSION • .•` ,:;; ,r,,,'; CITY OF JEFFERSON, MISSOURI 3.2 CONNECTIONS t A. Electrical: Conform to applicable requirements in Division 16 Sections. _ B. Grounding: Ground equipment. Tighten electrical connectors and terminals according ' to manufacturer's published torque-tightening values. If manufacturer's torque values ' .;" , T j are not indicated use those specified in UL 486A and UL 486B. 3.3 INSPECTION t 1011 A. Installation Inspection: Engage a factory-authorized service representative to inspect - field-assembled components and equipment installation, including piping and electrical ~� kx , connections, and to prepare a written report of inspection. 3.4 COMMISSIONING , ```''`F•t' '``'rY t A. Engage a factory-authorized service representative to perform represen p startup service. B. Verify that units are installed and connected according to the Contract Documents. ;..f,;J.�ta�;•>?yY,�;::,.; C. Calibrate instruments in the field under actual operating conditions. If required, provide calibration fluids. 3.5 DEMONSTRATION ' ' I`'','tt "`'`�''•� 1�t(T; '�J�'t i�j,Ci.'"!`3v,f'r t�i'•',,.. . ' A. Engage a factory-authorized service representative to train Owner's maintenance .":'? 'YL,;' i`r=sk-rrit personnel to adjust, operate, and maintain units. tr tft� � fit•,.. 1. Train Owner's maintenance personnel on procedures and schedules for starting and stopping, exercising, troubleshooting, servicing, g g, g, and maintaining units. 2. Review data in maintenance manuals. Refer to Division 1 Section Contract Closeout." l�J;� ;s'..,.ryt4k�{�`r�r•,?'3':i'i,�t: 3. Review data in maintenance manuals. Refer to Division I Section "Operation and i... Maintenance Data." 4. Schedule training with Owner, through Engineer, with at least seven days' advance notice. Sri th - iY,•r7� END OF SECTION 1 34'20 Liz; ,A 1�' t�4 r„➢ ,r 2 7r r C5-4199-00 13420-10 INSTRUMENTS RO—3/19/01 ' ..... 777�ti; •(: 1: t:,:r:'*t, r 7}: r � G ll¢*^i `+e..-r.!.sn.w�ta!pn4t' r? S5DY4iM1YlrQ'uuaartu..+.•.«... +' t...,.T""'E'«.anpMwwvxNn+'{xw+,yar. »-r+•.y 'h� n."n^--"'!N. '",fi"i�''�r •'}y'.,S'. rR.,•�', Y ,.( 5l A {•, r Z, y •jr.l }L t G 44 Vl 11 1 'V 4 f Y; } :r' 'f j){ yy��• 1 r� -fi .y sr .tty. ^Y,'%'it.\” .fit (. J'r: t i ,l � � � V '! c t ,tr,;�°.�vti�. :�tr^'�':r^�•;t', kr!`�f � :J'r �'!'.;. �.}.;r;,�7 k�, �,{..<t. r .� !. t r r r. 5' r f ri> t t 4 ,y it.'ik ,�.. i S:, a,f,yr+,.:.f:.:,.'' :,�!'"st:}• 'fNi.Q3�t' FI. .� �f :•t,,Y Y� N .�',)•tCS• .f,'' 1 (:i,. •r. 1 s14 t w, >t •; .� .{lt .r di .Zh `c,r,. N• t�;r`'3'v.5 ,.6��'({.5'1' .�"• 3e.�f+ qA '+' k,r Y7y7'n�.. ..Jr 3 :1 ;1 r.f f1 t`, t'tt i. r 1.. t• .r i1 k' .;i :n. �t.�tri t,t•,'.�.K.r?iy.�s. ,r�•' „3•S�(�y`{�,.. �<`.�.'Y 1. �- r :1.,� l '.x ....r S t 4fi ,,. ' f' i `, i . )' Ir t•4, ly r.:ur � t a'rrtl''Lrrr�, l,�; 7 }7 rr'�. i i r ,':�s;,:.i•..�f��l�y�ztr. l`.i'��,,sYYrr,@I,�`r�'. o 'i�tt .Cfa! J ft�: {1 F 4 f,. t. � .r }'t f ha, t'r�t„ i ,,''{< �:r1•��v. ?�"d.�.( `k a f",YU. �'Y,!'; Y c ;fr N.1 � ! k n ,'i r rti. i •:<'s�tjr 1 r •xA?iaa^",''+�`kt��. �:,s4,!�E'�.�,��, ,�.,�fri'i�`� a n {•. t '1.' .� :s l t.r 'tSlaf ,'ti:S`r R;�7 .V i�r}.h f{` vt, '�f+ v r .z " t t�r Tr r, .. � t 3 >�ti;�4 StL h f.3'G+,�yi�°E�f�itf�•r F.'!at":,`�. r fad .� � .' t (:�i„ r ,' . trk x q '' fs •t� t, ._j k+r,i< : a � Y '•J ! i.'t.•+ r t sti 6y�'K+�•t�.f��t sa�,'� .:»'%..wws.i+...wmiM.eaa:i,id.FCw,Yw.waiy;.,:.,w,�......... .. ... ... ..�....... ',w.:a-«�r vri'irtr.. t,cYr::�. ..._:,;.� ,.,.....,.:... .... o..w.n.,n;rn,n:.w..c'ti'Yr,r�!^+nttlr�a4R:•i .,.:.,,-..,« .:,»...d,_.......:..•w+nMdi(rv�M�yirlw.vb(.xiw'u 3Ln�r `Cq`t�yf t�i�"J it,t . WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI w., SECTION 13430—CONTROL PANELS f PART 1 GENERAL 1.1 RELATED DOCUMENTS ' A. Drawings and general provisions of the Contract, including General and Supplementary ' Conditions and Division 1 Specification Sections, apply to this Section. :t . 1.2 SUMMARY A. This Section includes requirements for local control panels (LCPs) and master control panels (MCPs) provided with other equipment or built for this Project by the system ;;; integrator and includes the following: 1. Enclosures. 2. Wiring. 3. Terminal blocks. ; J V� 4. Pilot devices. { 5. Panel-mounted devices. ': 4 t .. al• l�l ..' B. Related Sections: The following Sections contain requirements that relate to this Section: 1. Section 11311 —Submersible Propeller Pumps. ., 2. Section 11320—Grit Removal Equipment. �,f ti3�•,�a�tr,.rtYy. 3. Section 11330—Mechanical Screens. — 4. Section 11377—Sequencing Batch Reactor Equipment. '` "'`3`' 5. Section 11379—Alternate SBR Equipment. ` 6. Section 11399—Biofiltration System. ,,`'t. 7. Section 13420—Instn.unents, for panel-mounted instrumentation. 8. Section 13450—Supervisory Control System, for SCADA interface requirements. � •;a.rr• —Programmable Logic Controllers, for PLCs and OIs.9. Section 13455 10. Section 16165 —Motor Starters, for control panel-mounted motor starters. ' 11. Section 16170 -- Motor and Circuit Disconnects, for control panel-mounted ' disconnects. 12. Section 16289 — Transient Voltage Suppression, for control panel suppression °,` icy,`;`:,• requirements. ' � 1 � C54199-00 13430-1 CONTROL PANELS .T RO—3/19/01 ;'tip. ';' +•' !!' yy'it +n..tt+r'^i .r+': .4^a'.•^"+ rt/ 7�f :lxniw�ATM,r.�"^'" r'r .C t.rJT. .r.1T V.�,'"°' 4 ij"^.f" AIF�,11'Illt+r'�a «,.• }i+,.rt�'e-sp;;:t:t t. S ,:Ya• t.L.. :.3. .t 777 F' s ) z:J >�1,,?.. �fr.tY r.,rp':3n1r.(Yt:.•s..�t ",.t?:la: a txtr.t r,'t�;is•,;f.Nr,.'K.� .. b(t.Y ' t�.•7FK,}'i J t$�.e tYi F.ii ;.;v.�•:�' 8"" ,-_ �.g 7 t,.fr 3•.'{,Y.w.,B t. ,t a2 ��'%f .>. .sd'.F 1 t .t t .! t ''i ';�r .t��, y *Yr:• yX4 ,r,�lxJ. ,.5. ?{3,.r r :�.,'��;, =h;t..r'r,,.s:Yr.y r '<*,,.t+ C r `i � Ta a + ,.`�� , .i•�". 2' r:n a; e._ ,-?,?� ,f,w. .�r�> ..,��k�, .S� 1 .I �:. �l'.{ K,;.�!sf.:sY?,`F:, ft�i;�'' Ct: .•r, *r.t+'i. 4 L x: ;r..c,r � t ,r..,t•� r: j. Y.�4+,,..•y.7`a•'.rC.r.}�':� i;t�J•' `1:t �'C`•rrr. ,.�,+ •,Xh�,wj,.tty.A'.� }v 7 " ,J, t''Y"r r.Se i'ii. ,.fi•' s� t' `1t Y C �,,.,s,rx ..F:, ":ta'K 7,l.wt r+out,,eli` *y'�4;L'�ir'fd', y �y, .�. ,� S;+l.Y..r�^.}�t 5 trt V ,�. .rt 't �.t'i,t t,ti.�r. t , t� .1 C 1 7. ,t s t �; ��.` 'Sfr::;�:'{..S. 3, �.y,��`,'Y• •l� .Yt,J�d.. "'r1 ;y''+�",.hr,inf, �f.f ,'Ii,;..i. b3'H`* .�. t :r t.r,' ,t its 3 c. t t t ,t � /ti '.f: �(,. ✓i..rr .tz;�„q!"•;:, ++4f .,l+. v,Fi4t`-yr.� P"�f�a-'+•' .Y( Imo. t, ,i ��.. �,.. 1•'+ rya I..f 'Tta t.�.« ..i,..;r+`.f t ip�', �ih'`.t»•t t ,P 1 et! 5r ri,i r ` �, i 34 ,tr t, it - %r s7,:;� ( �i4P,..,. �4rJ;n,.A A. t. .� f: t,Z ,R- •{ s� r t'r s :,{.: ..r•: .,r. ) r n s;M1.G�,s ti',•:�'��:r.`5,. .t+••j si••`Yr:•i.Y.+'+br:i >Aafi•�t'' .s; ,.,Y:(, ��:. t. Y?tS 7 .,.� t .'�` trT+ 7 913: 4 �>`�>.t,z3,.rr�a.>.:.."},., .,,`t. �I�J22i ��:t r+.t it, `, p t,,,f F.(.t>p •'P rr �'t' .)�I f' ; 1 r'F';;.3" :;7s. r `4 x L fatY .�s'✓,:•.t�L+.Yy..:,?fii�y,,, r}. ,.t�t� r', k t yS/s t1 cti "J;7.t) sir t iss;? '' ..,r f ! 5rs•aj! �;.t tert�Plr,rtT�r . a u tit 16 lt�t r l•! V}, �. 5 ,r 1; i y t'c }! 4tp 1 a 'r ri t , � s v i't S 'J ''� c` rt+ `•�',�tAt t#t� rz ,.... .,.1........�..rww r.•L+.:u.-w.aNx.,Nv.+•:m ............. .. .. ..: ...,.. h.....,.......... ..........e.r.".s.x i.. a.aar.mwt,.rt<i.v tx4r67rFH•,41nKf+k l4'+'A�l .�nat°:E 'S'Xk. [01 t rb f t r WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI r 1.3 REFERENCES : . i A. International Electroteehnical Commission GEC): >. ','• .� 1. IEC 529 Degrees Classification of of Protection by r ; B. National Electric Manufacturers Association EMA): 1. NEMA 250 - Enclosures for Electrical Equipment(1000 Volts Maximum). : , ? C. National Fire Protection Association (NFPA): ' National Electrical NFPA 70-Nati Code®(NEC).(�C) 'I D. Underwriters Laboratories (UL): `'` 1. UL 486A - Wire Connectors and Soldering Lugs for Use With Copper Conductors. 2 UL 486B - Wire Connectors for Use With Aluminum. qtr 3. UL 508 Industrial Control Equipment. tit: �,.• :•ti„'it•..,�r,M1^.: 1.4 SUBMITTALS rr,; �� •� t Jz� A. Product Data: Np I •�w 3' ,i 1. Submit manufacturers product data sheets for equipment described in Part 2 of ::':' t .'i''1`{; ; this Section including rated capacities of each unit, weights (shipping, installed - , and operating), furnished specialties, and accessories. =;sr;'„A _fi�,;;, '•. 7 2. Submit nameplate engraving schedule for each panel. B. Shop Drawings: f i"'' J'•,,.��+ I. Plans, elevations, and sections for each control panel. 2. Location plan for each control panel with required clearances, 3. Location, dimensions, name, and manufacturer's designation of items mounted in and on the control panel. 4. Mounting details including location of anchoring flanges and holes including data `', � r ;'1iS on anchor bolt sizing and load carryin g capacity. t �}. Entry and exit locations of external wiring,conduit, an d equipment connections as <<` well as all field connections. 6. Submit wiring diagrams detailing wiring for power and control systems, clearly .;a�^ f' j differentiating between manufacturer- and field-installed wiring. �`��t;��,• .:,�, r 'k.41, 4, C5-4199-00 13430-2 CONTROL PANELS �,. RO—3/19/01 ` z, �g1� r ,��'wtt.; ,j f i`� i i' t :i�! '�"j"'"C^t'n'*y AfNiWdY.Kpl�'Jh9NJiettw'JLww^,'"" � . : : •—'-'t' . ,+fit{?,chit._;�a,'•'`{.+,, la }!,., i r 1,,4 t .t )��', f. .1.. tt ! r ! s r' ;6,L a s`rw �15r$fi�flr r`fi� .a inEi��.v,rtr..i �, 5{e� 1,.. .r:'+. f tit{ it�t+ (= t5 .4{�? .i�. ,rt y t '�r, , tY '{ .t .f ♦i r r _ { r. t .i U�'.t•'t ill'f !�` Sr ,7rr\t,.r.1 , 1� , ,,tKt,t t �' ,� ,t 1 Y• } � 7 t`{Mt r t t,{.1 k 1 nr r r 7 r. f �' t r,i. 1 �.k 1 It ..i . f� 5' r'74`5 t i',t'� ,�i.' ,. . d'� t1 }t Yi `�';�"."'7'-i St i F ;l r,t.+�?�'{ r r i= :t = r.t s n Sl,. E .� ! ' .'` � s _ ' 1 `'1 rµ-t.}S.c•�1�; {' ihi.' a '�, `i5$.a�S•v e` 'e.y°V�� w a t. , y iilw'.ri.rv.+,rvVU*Mir,WrcYpMK'1Hurhhtke,i.omG«_.,.._ . .,..:,.v..,,,a t' '.. `•" r«...,...... ...... ... ......,..._,,.,i). •«. w?t ^•1P.•Alf.,,.,n.r ,.1..... ... .. .. .a,U w.,.. rwr., WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI �. h ' C. Design Data: I. Submit control panel heating and air-conditioning calculations. Calculations shall be submitted to show proper temperature conditioning equipment sizing or to demonstrate that temperature conditioning is not required. 2. Submit in tabular form 120 VAC c d. L tons `'t``°l}` current loa Load calculations shall demonstrate proper conductor and circuit breaker/fuse sizing. :• aA P P g 3. Submit, in tabular form, 24 VDC current load. Load calculations shall ; demonstrate proper power supply sizing. 1.5 QUALITY ASSURANCE = :n A. Electrical Component Standard: Provide components that comply with NFPA 70 and that are listed and labeled by UL where available. ''' r ""1 B. Listing and Labeling: Provide electrically operated fixtures specified in this Section that are listed and labeled as defined in the National Electrical Code, Article 100. tE , 1.6 CT CONDITIONS PROJE t y i1SQt rF ,�:•S a A. Field Measurements: Verify dimensions and clearances by field measurements. 1.7 COORDINATION AND SCHEDULING A. Coordinate the installation of control panels with the installation of relevant mechanical , electrical, and instrumentation components. PART 2 - PRODUCTS s;:,k.}•.:,,, ;;;•. tSr Po ~a 2.1 CONTROL ENCLOSURES (LCPs) A. Floor-mount, wall-mount, or free-standing, as required; NEMA 250 Type 4X IEC 529 r [ YP cted of 14 e 1.9 ( ,Iy�.�```�',`;�,` IP66 constructed gauge , :a g g ( 1 mm) (minimum) AISI Type 304 (i1NS No. rrhYfr r, ` 531400) stainless steel with No. 4 finish, unless indicated otherwise. 1 B. Continuously weld all exterior seams and grind smooth. t C. Use pan-type door construction with 3600 door gasket, full length stainless steel piano hinge, door stop, data pocket, and handle-operated, padlockable, three-point AISI Type 316 (UNS No. 531600) stainless steel latching system for each door. Use of stainless Y `" ; steel draw catches, draw pull catches, quick-release latches, and fast operating junction box clamps are acceptable as alternates. Use of screw-type clamps is not acceptable. C5-4199-00 13430-3 CONTROL PANELS 14� •r. RO—3/19/01 : ~; � r1i lilnl 7tY tr' .i . is`t t �t^x�4NdbT i 1' ., n». a.+wurwwrhy.X.r..,..arwa ".w++wvne4`rtc+ayR?(rT7fW'PptNaw+rn.....'«--••.. ., .. n,t' '0'^"^"5.w71'"it,'a� �'')Yt`Kt.a ut `s ,.!? t7d,:f.ir{li+ ( t etc e.i. (.. 4 r,.•. � y V C, ai ,:�j c { .t lsi:,.'r,rt• 4�t�r�1 1f...'.i r +� 'F.s f• !' ,Ir, S i ✓ 5. ,. ,i f >} fit�� rt'i�;t )l r { d t , WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI jD. Provide interior mounting panel and shelves constructed of 12 gage steel with white enamel finish. E. Unless indicated otherwise,LCPs shall be mounted with the door hinge to the left. A ;. door-mounted steel print pocket with white enamel finish. `.',:'-`s F. Provide door-m p p 1 G. Design enclosures so that cables, conduit and piping enter the bottom of the unit. > P P g 2.2 CONTROL ENCLOSURES (MCPs) 1 A. General: All MCPs shall be equipped with the following: 1. Flush handles with key lock. : 1' ' 2. Properly sized closed loop, top-mount air conditioning unit. Assume a maximum ambient room temperature of 110°F with a maximum enclosure temperature of 70°F. Provide discrete inputs to the PLC for air conditioning unit failure and high and low temperature switches. 3. Control panel door switch that operates a fluorescent light and provides a discrete input to the PLC. Doors shall include stops to hold them in the open position. 4. Fixed gasketed polycarbonate view window in stainless steel trim on PLC bay side for panels lacking an operator interface; minimum window size of 13 inch x 8 inch. 5. Door-mounted data pocket. 6. Door-mounted folding shelf or rack-mounted pullout shelf. B. Without Operator Interface: Single bay modular system constructed of 14 gauge I ...;�'t',ta•;�.�x-Mrs stainless steel doors and walls mounted on steel frame. The bay shall house the programmable logic controller, fiber optic modem, power supplies, uninterruptible power supply (UPS), terminal blocks, and relays in a rack-mount configuration. ' r ' Control enclosure systems shall be APX® Modular Enclosure System manufactured by Hoffman Engineering Company (Anoka, Minn.) or equal. .1 .t,•�fy r` UtF,,` C. With Operator Interface: Double bay modular system constructed of 14 gauge stainless steel doors and walls mounted on steel frame. The left bay shall house the operator interface and the uninterruptible power system (UPS). The right bay shall house the programmable logic controller, fiber optic modem,power supplies, terminal blocks, and relays in a rack-mount confi uration. Control enclosure systems shall be APX® y g Modular Enclosure System manufactured by Hoffman Engineering Company (Anoka, s Minn.) or equal. ; 2.3 MCP ACCESSORIES A. General: Each MCP shall be provided with the following accessories. ;3 C5-4199-00 13430-4 CONTROL PANELS IF RO—3/19/01 v'x ' RLW'9,{iYt/rY1MJhA } k Ct 1 '.� wM.'"^kt�N}!Mf1+17�'+AY#TO.WPMNNF:m Pfcro+>,^+1w.+....+'.• -, s,waa:mSMt�'ii+A7YJF!'a+4Rtin } , r r � h 5 ��'!��,�+,�+'r. X '.`P 3' 6, ,}(�u��r + I S r .. t WATER POLLUTION CONTROL FACILITY EXPANSION k CITY OF JEFFERSON, MISSOURI B. Uninterruptible Power System: Rack-mounted on-line topology UPS unit capable of i providing at least 15 minutes of operation for all devices mounted in or powered from �> the MCP. UPS powered devices shall include, but not be limited to, the PLC, fiber optic modem, Ethernet hub, 24 VDC power supply, and instruments mounted in or powered from the MCP. UPSs shall be manufactured by Sola/I-Ievi-Duty, a Unit of _ EGS Electrical Group, LLC (Goldsboro, S.C.); or equal. i �`: - 1(( C. Ethernet Hub: IEEE 802.3 compliant with RJ-45 connections. 2.4 CONDUCTORS ; A. Power Wiring: For AC and DC power and control wiring to components, use #14 AWG (minimum) stranded wire with nylon jacketed thermoplastic insulation rated for 600 VAC and 90°C. For wiring carrying more than 15 A, use sizes in conformance with NEC. ' B. Signal Wiring: Use #18 AWG (minimum) stranded, shielded, twisted-pair insulated wire rated for 300 VAC and 60°C. C. Wire Markers: Conductors shall be labeled using smudge-proof pre-printed, t . + full-circle heat- mechanically-attached character sleeve markers or pre-printed, , « Fr,r��y,,,., .,,• shrinkable insulating sleeve labels. Sleeve markers shall be Clip-SleeveTM or Omni- Grip manufactured by W.H. Brady Company (Milwaukee, Wis.); or equal. Sleeve labels shall be PermaSleeveTM manufactured by W.H. Brady Company (Milwaukee, -'� Wis.); or equal. 2.5 TERMINAL BLOCKS A. General: Terminal blocks shall be DIN rail mounted. Provide spare terminals equal to ;;,.:: , ,•::.,; .- approximately 20% of the designated number of each type of wiring connection. • ;j ,` }s rr 1 B, Standard Terminal Blocks: Minimum 6 mm unit with compression clamp, gray in color ',';` unless otherwise noted. Standard terminal blocks shall be M 4/6 manufactured by Entrelec Incorporated (Irving, Tex.)or equal. C. Ground Terminal Blocks: 6 rnm unit grounding to the mounting rail, green and yellow in color. Ground terminal blocks shall be M 4/6.P manufactured by Entrelec Incorporated(Irving, Tex.) or equal. t D. Fuse Helder: 8 mm unit, gray in color unless otherwise noted, with two test sockets and blown fuse indicator (neon for AC LED for DC) suitable for 5X25 fuses sized for t}' load. Fuse holders shall be M 4/8.SFLT, M 4/8.SFDT, or M 4/8SFDTI manufactured ' 1 r by Entrelec Incorporated (Irving, Tex.) or equal. 1 , A C54199-00 13430-5 CONTROL PANELS RO—3/19/01 E v A �A �F d��...�wlPI+MA'W.YJ��.�N"t`�A,1�1.4.Ii.CIl:tks4+Clrun•y ,.....y.•+v.w wr+aca Mncwn,Xlm++mrrwr�+"^^"^....._ - ruuam�t42�'t�!rsI'rcR^'"-..•._ i,` r !s J i�•as rrMS�.f,1i,Yr S�}gt�` V}!r��=!r� is '. • r f Sw t, 1 t f i �Yv; 3t�'" <s,+' 3d',`s} F7 . l"7 WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI E. Analog Isolators: Loop powered I/I opto-isolators, UL 508 recognized, minimum 1800 VDC isolation (input to output) with front mounted green LED indicating DC power and input signal status; maximum internal power consumption of 2.5 W. Analog isolators shall be Action I/Q Q408 manufactured by Action Instruments (San Diego, Calif.) or equal. F. HART Fault Alarm: DIN rail mounted digital HART monitor installed transparently on all 4-20 mA loops with HART'transmitters. Fault alarm shall have adjustable alarm trip delay and shall be isolated between input, output, and case. Alarms shall have LED indicators for alarm status, operations status, and communications status. 1. Response Time: <1 s. 24 VDC. '.•; 2. Input Power: ' 3. Power Consumption: 1.4 W Y 4. Output Signal: SPDT(Form C). HART fault alarms shall be HFA HART Fault Alarm (Model Number i 1 HFA/HART/1PRG/18-30DC/DIN) manufactured by Moore Industries-International, ' Incorporated (Sepulveda, Calif.) or equal. . .I 1 2.6 PANEL DEVICES r rho Steady-On: Continuous warning light, rated NENIA 250 Type 4X with ' A. Beacons, y g g , � r optically enhanced Lexan'o lens, color as specified; 12-watt halogen bulb rated 0.25 A at I 120 VAC. Steady-on alarm beacons shall be AdaptaBeacon 104SINH Series 1, manufactured by Edwards Signaling, an EGS Electrical Group Company (Cheshire, Conn.); or equal. B. Beacons, Flashing: Single flash warning light, rated NEMA 250 Type 4X with a flash ` rate of 75 to 85 flashes per minute and an optically enhanced Lexano lens, color as specified; xenon strobe tube rated 0.12 A at 120 VAC. Flashing alarm beacons shall be i AdaptaBeacono 104ST Series manufactured by Edwards Signaling an EGS Electrical Group Company (Cheshire, Conn.); or equal. i 1 ' C. Alarm Horns: Panel-mount heavy duty vibrating horn, UL-listed, rated NEMA 250 L a :i Type 4, with adjustable volume between 78 and 103 dB)' rated 0.18 A at 120 VAC. Alarm horns shall be AdaptaHom 870P Series manufactured by Edwards Signaling, an •; EGS Electrical Group Company (Cheshire Conn.); Vibratone® Model 350 '`' Y manufactured by Signal Division, Electrical Products Group, Federal Signal Corporation (University Park, Ill.); or equal. i D. Network and Power Interfaces: All control panels with PLCs shall be provided with NEMA 250 Type 4X rated interface connections for Ethernet mounted on the exterior of the panel. Additionally, one 15 A, GFI-protected 120 VAC power simplex power outlet mounted on the exterior of the panel shall also be provided. Interfaces shall be ' •T .; glad i •MJ yn , 'i' ,• C54199-00 13430-6 CONTROL PANELS ' ,k d, RO—3/19/01 '` �°*., r+t cmv�+.wa{FieRn.t�ti+ +�+�"�'�osrw.vn•n••µ••'r«•' ,".rvax.+rewrsaa.4 l'iwvY.tls1,`r;3�iuk:s�nxx�,res or,.rv:nt<cnsrr+iwwtufr�•R^"' " .r '� •` ,',�;, Ali S•B i'' tin 1 r" ! �!' i. {' riBXgctSP ° t � r( ti _ . ........,a .fie WATER POLLUTION CONTROL FACILITY EXPANSION f CITY OF JEFFERSON, MISSOURI ` Catalog Number P-112-143RO manufactured by Grace Engineered Products, Incorporated(Davenport, Iowa); or equal. 2,7 PILOT DEVICES A. General: 30.5 mm NEMA 250 Type 4/4X, corrosion-resistant. �N 3N4 .� B. Selector Switches: Two- or three-position (as required), non-illuminated, maintainedw:x ,„5 position with standard legend plate; contact blocks as required. Selector switches shall be Catalog Numbers 80OH-HR2 and 80OH-JR2 manufactured by Allen-Bradley. i Company, Incorporated (Milwaukee, Wis.); Catalog Numbers E34VFBK1 and °'t• 1 E34VHBK1 manufactured by Cutler-Hammer (Milwaukee, Wis.); Catalog Numbers CRI04PSG21B and CRI04PSG34B manufactured by GE Electrical Distribution & 1 Control (Plainville, Conn.); Catalog Numbers 9001 SKS11B and 9001 SKS4B manufactured by Square D Company (Palatine, Ill.); or equal. r” C. Keyed Selector Switches: Two or three-position as required), maintained keyed operation rated NEMA 250 Type 4/13 with standard legend P late; contact blocks as ol required. Keyed selector ,A ' q ye a ector switches shall be Catalog Numbers 800T-H33 and 800T-J44 manufactured by Allen-Bradley Company, Incorporated (Milwaukee, Wis.); Catalog ; Numbers E34KFB# and E34KGB7 manufactured by Cutler-Hammer (Milwaukee, ' Wis.); Catalog Numbers CRI04PSK21AOOM and CR104PSK34AOOW manufactured ` by GE Electrical Distribution & Control (Plainville, Conn.); Catalog Numbers 9001 KS 11 K3 and 9001 KS4KI O manufactured by Square D Company (Palatine, Ill.); or equal. D. Push Buttons: Normally open or normally closed as required) momentary contact non-illuminated with standard legend plate and flush head, black unless color is .,} indicated; contacts as required. Push buttons shall be Catalog Number 800H-AR2 (for ' black) manufactured by Allen-Bradley Company, Incorporated (Milwaukee, Wis.); Catalog Number E34PB 1 for black manufactured b Cutler-Hammer Milwaukee J g ( ) Y „= Wis.); Catalog Number CR104PBGOOBI (for black) manufactured by GE Electrical Distribution & Control (Plainville, Conn.); Catalog Number 9001 SKR1B (for black) " +i manufactured by Square D Company (Palatine, I11.); or equal. E. Emergency Stop Push Buttons: Normally closed, maintained contact, non-illuminated f with jumbo legend plate and red mushroom head; push-pull/twist release unit. Emergency stop push buttons shall be Catalog Number 80OH-FRXT6A5 manufactured by Allen-Bradley Company, Incorporated Wis.); Catalog Number CRI04PTR20AOR manufactured by GE Electrical Distribution & Control (Plainville, 1 w.l Conn.); Catalog Number 9001 SKR9R manufactured b Square D Company Palatine , Ill.)• or equal. y r t F. Pilot Lights: Push-to-test type, full voltage LED, suitable for 120 VAC operation with t• standard legend plate, lens color as indicated. Pilot lights shall be Catalog Number } C54199-00 13430-7 CONTROL PANELS RO 3/19/01 , �`ry�i. --^-.-., w<nppfI+16YFdFtf+Vrt"Ci�SSA'YW>�,"ACR''."t.{'/�3Frtw» ; ..uv3xrkauw,eafiva,wi+mf�µ"'. '"... ,,»•, w+,rnranparomF+twN+,+-' t:' x tr s ,r it s. ............... I I'M , V; n,r t n• r„v.,..... - ....._.. ....._.... ..... ., ... .. .. .. , . . .. ....•,,. .. .. .. ... .. ... .• nNj,f,�” t»R',r3,rti31`��f��{�� . i WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI j $0 OH-QRTH I OR (for red) manufactured by Allen-Bradley Company, Incorporated (Milwaukee, Wis.); Catalog Number CR104PLT82R (for red) manufactured by GE Electrical Distribution & Control (Plainville, Conn.); Catalog Number 9001 SKT38LRR31 (for red) manufactured by Square D Company (Palatine, Ill.); or equal. G. Potentiometers: Built-in resistive element rated for maximum 2 W at 300 VAC. • Potentiometers shall be Catalog Number 800H-UR24 (for 5000 0 resistance) manufactured by Allen-Bradley I Company, Incorporated (Milwaukee Wis.); Catalog r 5 �s� U.•.f Number CR104PXP06 (for 5000 92 resistance) manufactured by GE Electrical '�;:Y`*';. .? Distribution & Control (Plainville, Conn.); Catalog Number 9001 SK2107 (for 5000 f2 " ' ''°' resistance)manufactured by Square D Company(Palatine, Ill.); or equal. H. Elapsed Time Meters: Nominal 3.5" units with clock motor movement; non-resettable `'„°3Y, r in NEMA 250 Type 4X high-density phenolic enclosure. Elapsed time meters shall be Century Model 2153ET manufactured by Simpson Electric Company (Elgin, Ill.), or ` equal. Y I. Digital Panel Meters: Programmable 1/8 DIN with 3% digit seven segment red or green i LED readout with front panel rated NEMA 250 Type 4. Provide modular relay, '> excitation, and analog outputs as required. Digital panel meters shall be Series EDM 35 manufactured by Carlo Gavazzi Incorporated (Buffalo Grove Ill.)• Hawk II H235 Series manufactured by Simpson Electric Company (Elgin,I11.); or equal. `,f°''r 2.8 RELAYS A. 24 VDC: General purpose, eight-pin relay suitable for 24 VDC coil operation and DIN rail mounting with retaining clip; snap-in label markers; P ush-to-test button; and mechanical flag, green LE D indicati ng lamp, and free wheeli ng d iode p arall el to the r-, ''`''i''>'```?'`"`•''"„}''"'''`°`"`4.;;''. coil. Relays shall be RELECO C2 -A20DX/24VDC with S2-B plug-in socket and S3-C retaining clip manufactured by Turck Incorporated (Minneapolis, Minn.) or equal. B. 120 VAC: ,., ,,: �.;; "•,+�'r`,"•,:• General -pin relay C Gene purpose, eight suitable for 120 VD coil operation and +;." DIN rail mounting with retaining clip; snap-in label markers; push-to-test button; and mechanical flag and neon indicating lamp parallel to the coil. Relays shall be RELECO 120VAC with S2-13 plug-in socket and S3-C retaining clip manufactured by Turck Incorporated (Minneapolis, Minn.) orequal. 2.9 IDENTIFICATION A. General: Unless noted otherwise, laminated plastic n ameplates shall be white with black letters. Secure nameplates with adhesive. >�°� 1•V`!;ri4;,;?,�,`.r.,�x y`�;�'�t;p�'.:,.a'�;t'^'�''" ' ��ti� B. Provide laminated plastic nameplate with 1/2 inch (13 mm) letters to identify each enclosure using identification indicated on the Contract Drawings. C54199-00 13430-8 CONTROL PANELS "`? ' RO—3/19/01 Y 3. '""' MMid.KKfNJ1HTiTfN4gMJ7'n W4WY.i%4K5/r,N w,p+••••.—^ -.•.:+w.-.....•+v,...,m" 'P`' f tf y lr f' . nH•:.V3itW.nXr6x'1dE=."r:Yc+Y'£gi,•.•ane•w«—.-.•... .., ,{ k �'' "itmtµq, t { t T r .•t ! f:1f :t. 414 •p( : !i tr}io-rqA{ kg .Yt owl WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI C. Provide laminated plastic nameplate with 1/4 inch (6 mm) letters for each p anel- mounted instrument, control device, indicator light according to the function of the controlled item. D. Each instrument, terminal strip, and relay shall be identified with similar nameplates showing the tag number only. "-� E. Numerically code terminal strips using integral tag holders. ti YR,C)e5 ' 2.10 FABRICATION A. General Requirements: 1. Panels shall be assembled by a UL panel builder. The final assembly shall bear a serialized UL label for "Enclosed Industrial Control Panels". An assembly of UL-listed or UL-recognized panel components is not equivalent nor is it acceptable for meeting this requirement. ., 2. Equipment Location: Locate devices hardware power supplies, instrumentation, controls, electrical equipment, and wiring so that there is ample room for servicing each item. Each component in and on enclosures shall be able to be removed without affecting other components and without moving other a ?� components. 3. Support and restrain panel-mounted components to prevent movement. 4. Expansion Capability: Provide useful mounting space and power supply capacity �'r= I as spare for future expansion for a minimum of one item per item type installed or 20% of quantity of each type item installed, whichever yields the most spare space. 5. Terminate control enclosure wiring to field instrument devices, other panels, and �1 future connection to control and monitoring systems at labeled/numbered terminal blocks. ; 6. Provide physical separation and electrical isolation between noise inducing electrical units, such as SCR drives and switching power supplies, and vulnerable .;� panel components. r 7. Provide a minimum of one 15 A d uple x gr ound ing-type convenience outlet in each enclosure. 8. Provide a properly sized, thermostatically controlled heater for each enclosure jJ located in a non-conditioned location (outdoor locations and unheated indoor � 1 .. locations)to minimize the effects of humidity and condensation. 9. Provide a properly sized, thermostatically-controlled air conditioner for each enclosure where the enclosure air temperature may exceed 110°F or the maximum component operating temperature, whichever is lower. Enclosure temperature calculations shall consider the effects of both p ambient temperature and internal heat generation. err;: ,F,;�.tr',it• ;. d C54199-00 13430-9 CONTROL PANELS Z �r RO—3/19/01 Wow" 11 q NO 14101— �{t� '"�,,,r"`r'AFIGY.,9lk�#tSt,#�G"S23Y,Y.,"RRF, 4BSR7�tAV:aw,ya•.... t. «„ru.,.r:u,nwww«.«»»... .... — 4!]Y�� . ! r�'}f .ri r1. S ,' •t t "t .G ,.� ,, , t + i. r 3 t ra'+ .r,e' t# t '�� :q ') °{ t f Ir 7. t ��' i •+ , t,.¢ t11't i}7`" �1j1 ,! I a, .,w �t i t �r .r, rwr•,ie,w„aus„a...w...,...i..o,ay.:.,nwa,w..w�..r1.,.,,.,,r..,,:. , ,�. ,r•:_ _. ,.,. .,.......... .... ..�,,...,...,...,,,� .. .n.r ....d..At .. f Y. ,«_. .�, ,..,...._.:. .,.......�...,..,.,. ... .. _,.• .. .. t .. ,...,, i weH Y •"Y1#?'i'!�q}� WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI ure larger than or equal to 4 cubic feet in volume provide a 10. Inside each enclos g q , p minimum of one 120 VAC fluorescent luminaire with 40 W lamp operated by a i 1 rr relay triggered by a door-mounted proximity switch. Door relay shall also provide discrete input to PLC indicating the door is open. " B. Wiring: 1. Install wiring runs along horizontal or vertical routes. Angled runs are not acceptable. <'1: 2. Group or bundle parallel runs of wire using plastic troughs with replaceable snap- +04tY off covers. Label each wire trough. M 3. Adequately support and restrain wiring to prevent sagging and movement. Allow �., adequate length and flex to allow panel door to swing to full open position with f•�,r� stressing or abrading conductors. Securely anchor wiring or bundles on each of �f 1 the hinge. 4. Bring all external connections to terminal blocks. 5. Separate AC wiring from DC wiring a minimum of 4 inches (100 mm) using , 1 plastic wiring duct. b. Separate and shield DC signal wiring from control wiring. 7. Use cable ties to bundle like wiring. Secure cable ties to bolted or screwed mounting plates. Use of adhesive mounting plates is not acceptable, except on exterior walls where penetrations are not desirable, 8. Provide grounding lug for electrical grounding of metal panels. Size lugs for '! system requirements,but in no case less than#8 AWG. 9. Provide isolated grounding for DC signal shields. Configure and terminate to ' master terminal for connection to an external grounding pad. Grounding for digital hardware and electronic analog components shall be performed in accordance with the manufacturer's recommendations. f,1 10. Provide isolated copper bus bar common 0 VDC reference for each enclosure. f ? PART 3 EXECUTION �''� 'r"':`'%•'`;'' 3.1 INSTALLATION " r. A. Wire all I/O module points to terminal blocks, including spares. x'r B. Label terminals with permanent, legible identification, clearly visible with protective cover removed. Terminal blocks and conductors shall be colored as follows: ti47i" s � ,',;.. C5-4199-00 13430-10 CONTROL PANELS RO—3/19/01 ,.71 ^r+'.ew1'all I ly .1 '.^.,w.,..ae.+yt4+mtszcfiRVY;t »7»s*{�o'rw',.-•.• ^,...-..+v.xn v5a�awq +n.!+r!,�^. ""' t r h'. t� �`i?r°r ..i°t. .�1�+'x It•it';1., � .. :. ,� rl, , .—; ... � .�.. � _ _ ;, 7 .,✓''/ F j �rf t '�. t � ,Sr;�'i't.. A `r 1fF�" % � �,. � 1, J� ,i r .:r 71 .'� % '; :..,` r .' 4 r.,iS i,A, C�i GU ,�v, Y� �, �.t i• .,t A,: t t ra. .?; , ,`,; t' dj, tCk•gri^��.f<+>K}£t? �cy jt 't`f'' �Fcs .Q..i``t { i r , , � . {•Yisi,:t;•�!`t�k4.��';! ��tt..l3.....n, ��,[yy .h,}ii. bl, t� i=. , , fit. ,, �}�. ,tz't��§, ��,�{�; a,#�,r�,T��• �-c s�M y K.. � 11 t F ( Y�i 1 V �� N �✓l+�1 � 777----777-7—- t t +.r.-:A v4r4'9LIkMhaLr1^}.fe 2.A.n..,n 11a.= .... { +' WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI r Type Terminal Block and Conductor Color AC (line) ( Black � AC switched) Red ,';: • + AC (neutral) White AC (source outside panel) -, Yellow DC Bluet •i ,� DC Ground Green ,` C. Provide each analog input and output terminal block with convenient means to allowz measuring of 4-20 mA signals. iN� (.iii i f.�..(Y•��`�.. . 3.2 MOUNTING 4,r Kf f'rr4rs ;r r j A. Unless precluded by field obstructions, mount enclosures so that the top of the enclosure is between 60 and 72 inches above the operating floor. Enclosures taller than 72 inches shall be floor-mounted. i •i a , -' B. For wall-mounted control panel enclosures, use stainless steel hardware with wall '} anchors attached to concrete or masonry walls. C. For floor-mounted control panel enclosures, provide concrete housekeeping j G Ki minimum .�.a� of 3 p g pad a inches (75 mm) high and 2 inches (50 mm) larger in width and depth ' than the enclosure with stainless steel floor anchors. Use floor stands where to maintain proper working ight, my D. For other locations, install stainless steel metal framing with stainless steel hardware ' a anchored to the handrail or concrete floor or set in concrete anchors. '�� iJ r r f'rr r,•:. i 3.3 CONNECTIONS A. Drawings indicate the general arrangement of instrumentation and cabling. B. Electrical: Conform to applicable requirements in Division 16 Sections. C. Grounding: Ground equipment. Tighten electrical connectors and terminals, including grounding connections, according to manufacturer's published torque-tightening values. *� r, Where manufacturer's torque values are not indicated, use those specified in UL 486A and UL 4868. t` play 71}sy�^evt',sihi!y�Yr'^;;'� $t t. c't:r ff.. +X +. C54199-00 13430-11 CONTROL PANELS r1( RO—3/19/01 G rr.� i!1}C,) �"�'.�"`..�Ni�+S�vtrG01'.Lt71'>F`�kbN3W7+k.`�, i��AfirVyrEVSn'w++ .t :{ t +x w�vtr�r�va+n«.w..•` r r is. r1�t t :y�. rfi .n 4i 1 y;��. ti, �Y �:i.}: � d. S x -1 t •-»-...,..��,acv.r.wmrw?0.t+arrmAw+'riw+w...,--.^r..,.....' F 4r ro "^'"'t^c.w l�rf4�r �w t��i'•tAc� 's i. !' t �tti ,Ni E il't g. g•I`}� { .'h tf i :tf 4 :!' t .•i Y s ,,, 1 t ,J a i { ?t d r',.?^r iSo+ .FL (,' {' t 0 ) 1 f tr � 1 :4 , }•}t � t St��J{{ 4d i, r •:{'. �} h ,t a +��•+st"It �, S t. I, ,. ,',.;�t 'a 71� a� t�, f 4t{��t { rt' ;;m. } t} r z S s r if .2`` �•N4i•t�(at x�z �tr�{� ;;iF. L �c, ,a:t�,{t`{:.i , R ..(.J t� � �'`� r' . '}� 11 t' f Qt. .}�^+}S�tz�,ti•C:� f i� .. f J f {t�.•S d.al d i��+ 7�7 T rl4 ;i�dt 5 r" . . '• �I'. . C� f�,L'. �i�J} �1 k •F4 .rte't;�t �...wy t5r•�:•xMw.ri«..•mw..,.w...«,.....�«.,.,.�..r,4.xu.+..,r...+...rtvr+,.-e.,.�.,,....: ....' .,• �.....,,.. ,. ... ....rftr.+i�.enry ,..,,.... � .. ...,,.w..N..nn..st.Nls+a+swr�,...ae•a+In.Y4rr+e:r+r tc ka•{dt4t4CdMF^,Cx�'a.�3SAy��'.Zflk�+,ltC��+f ?s/ tl ''' i i WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI 3.4 LOCAL CONTROL PANEL (LCP) SCHEDULE s A. General: 1. Minimum control panel enclosure sizes are called out in inches as height by width ,`��<<��+'.��•�; `' by depth (H x W xD). 2. Pilot light and beacon colors are abbreviated as follows: "i a. Red-R. b. Green- G. a " C. Amber-A. d. White - W. e. Blue- B. 1 3. Capitalized letters for panel-mounted pilot devices indicates nameplate lettering. ' 4. Input/output (1/0) points listed are hard wired to the PLC located in the MCP. SCADA discrete 1/0 is 24 VDC. SCADA analog UO is 4-20 mA. Non-Ethernet Y communications shall be made via DeviceNet communications. B. 02-LCP-201 (Biofiltration System): , 9 j 1. General: Hard-wired control panel for manual on/off operation and monitoring of ; the biofltration system. This control P el shall operate independent of the rr:;.i;,;�M�,,•a, . SCADA system. a a. Minimum Enclosure Size: 30x30x8. >, b. Mounting: Framing. •� C. Power Source: 480 VAC, 3cp. F` yy•��'(,�,� {4 b" ,.� 2. Panel-Mounted Pilot Devices: a. CONTROL POWER ON pilot light(W). ?a b. BIOFILTER FAN ON pilot light(G). C. BIOFILTER SUMP PUMP ON pilot light(G). � d. BIOFILTER FAN HAND-OFF-AUTO selector switch. e. BIOFILTER SUMP PUMP HAND-OFF-AUTO selector switch. }; ; t: 1 3. Control panel shall also include 480 VAC power disconnect, overcurrent protection, motor starters, and control power transformer in addition to terminal blocks, relays, and controllers required for operation in accordance with Section f; 13450- Supervisory Control System. t� 'x .•ir f a`' t C5-4199-00 13430-12 CONTROL PANELS RO—3/19/01 r. �t 'iir kbdpt � ^mrc }.' ""t ..-!+vcw�7ltyLT,aVt-Amnl•w+«^.^^K_ ^Yt^ t1 5 .� 'S'3 C°��•"{�l7irfr4�i54•`'r�lY t'.'�� AT}7^' 4y .tY.('U t �r bl^ f . N; }' .'.V i' >d ts' y. lri vrJ•,f., t'�,,�,,tr 4 .4 � ,41 �p,� ,}' f t .f'v FEt4 'x � �tt ,a-r d t �i�lt ` v ^4!tit�(,f`+,15t�3�t•4 tlk :t t 744 ?1 flt.�f"• `'�' 'iv11 i`. ', tt��ytl .a74 ,5; +t 1 d a ,I �•C,: .}t' rt !(. t f Ya 177 'h.$•(ift d�%�ivyt;.�},ir'�}��JYr�"�jd+ T5 Cti}r.S at t t � { 3 { sr 7 .� Y f 4 � r 7 t ! r rt 1. Sy' 'T t { t.J:4� x l��ilr� �,•+�rt f�r .�+t•.t.YJi t.; tvf�tG ' ,*�:°':tfA�?} 'y .r �7 f ..� t ti 7. ytt47". 1 � \ t' v 4t .rJ,..,:s.t;,sl.t t` L ki4°"�5�'+k� Mb '. .. � :,.. .;..tn:1,'.,..,,,...:.,..,„,.r. ,.. .+.. .,.....+.n e...++ro,,.,.,h••y•-.+.M+7tG'J t•:•Me+w^r.:.r..�,>........ ........_...,�.,...c.i+.:w4e.:,.+u.,...,w«.w i;...t> 1 1 t WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI C. 02-LCP-202 (Fine Screening System): 1. General: PLC based control panel for automatic and manual operation of the fine screens and screenings conveyor/compactor. This control panel shall t '4Y 13 j communicate with 02-MCP-002 via a DeviceNet connection. ,;.,,v,R,,= ` ` 30x30x8. a. Minimum Enclosure Size: b. Mounting: Wall, C. Power Source: 480 VAC, 3y. 2. Panel-Mounted Pilot Devices: a. POWER ON pilot light(W). ;*5.,' b. SCREEN#I RUNNING pilot light(G). '? C. SCREEN #2 RUNNING pilot light(G). d. SCREEN #1 STANDBY pilot light(R). .:, e. SCREEN#2 STANDBY pilot light(R). f £ SCREEN#1 MOTOR OVERLOAD pilot light(A). g. SCREEN#2 MOTOR OVERLOAD pilot light(A). ` r+ ' h. SCREEN#1 HAND-OFF-AUTO O selector switch. i. SCREEN #2 HAND-OFF-AUTO selector switch. j. SCREEN #1 START push button. k. SCREEN#2 START ush button. P 1. SCREEN #1 STOP push button. m. SCREEN #2 STOP push button. n. SCREEN #1 OVERLOAD RESET push button. o. SCREEN#2 OVERLOAD OAD RESET push button. p. CONVEYOR RUNNING pilot light(G). q. CONVEYOR MOTOR OVERLOAD pilot light(A). ry•t r. CONVEYOR HAND-OFF-AUTO selector switch. ',';. S. CONVEYOR SCREEN-TIMER selector switch. t. CONVEYOR START push button. U. CONVEYOR STOP push button. ”" �'.,t• , • i 'i;} I,':f�),�.ca-i fir:�: .. V. CONVEYOR OVERLOAD RESET push button. {t! W. SCREENING SYSTEM EMERGENCY STOP push button. 3. Control panel shall also include 480 VAC power disconnect overcurrent ` protection, motor starters, and control power transformer in addition to terminal blocks for SCADA I/O relays, and controllers required for operation in accordance with Section 13450 - Supervisory Control System. yt54x��y � t I , D. 02-LCP-301 and 02-LCP-302 (Grit Removal Systems): NN 1. General: Micro-PLC based control panel for manual on/off operation and ; ;4,1 Jner ? !`.��t',:}'b{i`st: 1 monitoring of the grit removal system. These control panels shall communicate ,,r with 02-MCP-002 via a DeviceNet connection. : .j C54199-00 13430-13 CONTROL PANELS ; ' V RO—3/19/01 .4 �� .'III. .' nw.«rn MBU1MWMt21 t21G�r.oi.,:«- ..'T'•rS vrr'1S'fW.'W!'MA'IL1W11lMtT f�i�.. i' t/ .C1A +«'rt,f/[J 7 r �bS►'9W' , 451 mw,'. .'rt 'I' 'r tfi�'9r et��c rr �z. r n , I ! .r, •r t /, t `. i, ar t ,.,J f;�,�.`�,,, st;,, +la>•f��2,1,f'? �rA't��tt/,. 6, .f� `'l i t 1 t� , �; 1 1 7 �1:, i�' � ?1f�}tN� Itaf� h "ll1 Per •:�+ r ..t V, f t 'a r+ WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI a. Minimum Enclosure Size: 30x30x8. b. Mounting: Framing. d C, Power Source: 480 VAC, 3cp. Panel-Mounted Pilot Devices: 2. 1' :• ,1 .: , 1 a. CONTROL POWER ON pilot light(W). ,!4 •ty; ��i} ,.. b. PADDLE DRIVE ON pilot light(G). " C. GRIT PUMP ON pilot light(G). d. GRIT DEWATERING SCREW ON pilot light(G). �,.;�;, e. PADDLE DRIVE MOTOR OVERLOAD pilot light(A) ,<. f. GRIT PUMP MOTOR OVERLOAD pilot light(A). x; tom; g. GRIT DEWATERING SCREW MOTOR OVERLOAD pilot light(A). , h. PADDLE DRIVE HAND-OFF-AUTO selector switch.' i. GRIT PUMP HAND-OFF-AUTO selector switch. RING SCREW HAND-OFF-AUTO selector switch. :) j. GRIT DEWATERING k. PADDLE DRIVE START push button. 1 1. PADDLE DRIVE STOP push button. };;;,,,; m. GRIT PUMP START push button. n. GRIT PUMP STOP push button. j o. GRIT DEWATERING SCREW START push button. ;I ;.? p, GRIT DEWATERING SCREW STOP push button. t �� el shall also include 480 VAC power disconnect, overcurrent 3. Control pan protection, motor starters, and control power transformer in addition to terminal * I/O, relays, and controllers required far operation in blocks for SCADA accordance with Section 13450 - Supervisory Control System. �1,•,, 3 f�))v E. 03-LCP-501 (SBR System): Y '' 1. General: PLC based control panel for operation and monitoring of the sequencing ' centrifugal waste sludge p decant batch reactor (SBR) including gal blowers, a amps, Communicate with 02-MCP- �' r drives, and air control valves. Control panel shall 002 via an Ethernet connection. Given the criticality of operations by this panel, ., Construction requirements shall be within the guidelines of a master control panel ,t i}r�� (MCP) of this Section. as outlined in Part 2 WN 78x70x20 (double door). ''` a. Minimum Enclosure Size: §�sr$ s ,: b. Mounting: Floor. ' ,r Ya ' 480 VAC 3cp. + 4R+ C. Power Source: rtrfi'r.. , ` 2. Panel-Mounted Devices: ±= a. Large operator interface. 3. Panel-Mounted Pilot Devices: a. CONTROL POWER ON pilot light (W). �5 r. 2 CS-4199-00 13430-14 CONTROL PANE LS RO—3/19/01 •-«-++ftn.rva+Ywm�navM+wlrAVw+�w<ns Jlvdtt�dd• :j,.'.a,l.7� Si • { ti,'. :t�, . .r :if 1. t. .r r '.fl Y ,'t �f4 K , '.f r' t f3}ia 4a 11 y�}"j'; i"i� ! } � a i , '}MI•rt�'t th i''at k r#Af``C i#��.J S ! t , f i. 1 x. :',, t r r; 4 t i r ^C f at � ( y1 i �}tt '.P s<1'Jf ) '�°r.•� � tf' n t t t: t .( .�' t t ,'}t{Lt(<p1tiY�. Ir :z1 4!�4`17Kt#'iryx:i.:'•t' r�'4 t .t ,..:.w..«uwN ar.a4 r.m11.+arm..,. a.-.«au•.......... ....... ..r...n.ia..... ...• ..-. a..r. a ........... .... ...n .K• ..:r:n•.Nt t.n .t+..w ..:.. .... .• -•.,..............,+-r .♦ .-..-....• f WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI b. AERATION BASIN #1 SLUDGE PUMP HAND-OFF-AUTO selector switch. C. AERATION BASIN 42 SLUDGE PUMP HAND-OFF-AUTO selector switch. d. AERATION BASIN #3 SLUDGE PUMP HAND-OFF-AUTO selector switch. e. AERATION BASIN #4 SLUDGE PUMP HAND-OFF-AUTO selector t>k;s,`,:;;;• 1" ! switch. NN 4. Control panel shall also include 480 VAC power disconnect, overcurrent � �', 1 protection, motor starters, and control power transformer in addition to terminal- ' blocks for SCADA 1/0, relays, and controllers required for operation in �, s accordance with Section 13450- Supervisory Control System. ;'% x;jam ' F. 04-LCP-601 (Effluent Pumps): n :; <} 1. General: Hard-wired control panel incorporating pump manufacturer supplied devices to monitor and alarm the operation of the high water effluent pump internal protective devices. This control panel shall communicate with 02-MCP- Y 002 via a remote 1/0 block and DeviceNet connection. !z t( a. Minimum Enclosure Size: 24x30x8. b. Mounting: Wall. •hu7 'Y ryt � C. Power Source: 120 VAC, 1T. a <64r s4ti;lit i 'yi i7. 2. Panel-Mounted Pilot Devices: a. CONTROL POWER ON pilot light(W). b. HIGH WATER EFFLUENT PUMP#1 ALARM pilot '., pi o light(A). C. HIGH WATER EFFLUENT PUMP#1 ALARM RESET push button. i' 1 d. HIGH WATER EFFLUENT PUMP#2 ALARM pilot light(A). e. HIGH WATER EFFLUENT PUMP#2 ALARM RESET push button. " f. HIGH WATER EFFLUENT PUMP#3 ALARM pilot light(A). g. HIGH WATER EFFLUENT PUMP #3 ALARM RESET push button. --� h. HIGH WATER EFFLUENT PUMP#4 ALARM pilot light(A). .� i. HIGH WATER EFFLUENT PUMP#4 ALARM RESET push button. � , tir 3. Control panel shall also include 120 VAC power disconnect overcurrent protection, and control power transformer in addition to terminal blocks for t SCADA I/O relays and controllers required for operation in accordance with ;< jSection 13450 Supervisory Control System. ; j G. 05-LCP-801 (Return Flow Pumps): iz�`,'r 1. General: Hard-wired control panel for float control pump operation and alternation. This control panel shall have hard-wired 1/0 back to 07-MCP-003. T'' ' a. Minimum Enclosure Size: 24x30x8. b. Mounting: Framing. y,y tryst C5-4199-00 13430-15 CONTROL PANELS .r, RO—3/19/01 ` .`W t'7'mr�!.!.wswp� ,�kEfb�i�xi�y,Cet!'Mwp .-'- -.....+..m..,.'.,.•w..r.«,•e,..,«a.».'dara^-^^•' ...«,vo:r+watavfwWra�rewa+�wa.*.• '•- :1 r P ! '� 1 r. 4 tttX /f �S j`( n ri 51 • s 1 qq it !li 4 1.'f ,t• .,..,Lw.,...s..„_...: .. ...,......, s,�. .,w..,,. .,,«...»..,. . .., o..,a»....-, t,.r >J.:4 ... t,v.nu+.4............. .. :.... .....".:....., «•»,1..,.rr, ..•,.-r...,-. .. rrn,l>:+!.V.i"iaFi.1}"+trls��•�'-n}�>��i++.'•,!�� ; f{t,I.S'. y WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI C. Power Source: 480 VAC, 3cp. • '� �1 t 2. Panel-Mounted Devices: a. HIGH LEVEL beacon, flashing (R). b. HIGH LEVEL horn. 3. Panel-Mounted Pilot Devices: ' '1i'{�'•Tltl� 1 a. CONTROL POWER ON pilot light(W). b. RETURN PUMP #1 RUN pilot light(G). � "L C. RETURN PUMP #1 HAND-OFF-AUTO selector switch. d. RETURN PUMP#1 ALARM RESET push button. " : e. RETURN PUMP #1 ALARM pilot light(A). ; f. RETURN PUMP #2 RUN pilot light(G). g. RETURN PUMP #2 HAND-OFF-AUTO selector switch. h. RETURN PUMP #2 ALARM RESET push button. z;:• ; -^C '. i. RETURN PUMP#2 ALARM pilot light(A). j. HIGH LEVEL ALARM ACKNOWLEDGE push button. j 4. Control panel shall also include 480 VAC power disconnect, overcurrent i protection, motor starters, and control power transformer in addition to terminal , blocks for SCADA 1/0, relays, and controllers required for operation in accordance with Section 13450 Supervisory Control System. i 3.5 MASTER CONTROL PANEL (MCP) SCHEDULE 7 A. General: Coordination of the MCPs shall be the responsibility of the system integrator. ' ' ` Unless otherwise noted, construction of MCPs shall also be the responsibility of the system integrator. `= 1, f,,i 4h'.1;•,i,f,Yi Q B. 02-MCP-002 (Headworks SCADA Panel): t:•`,yR "�x >ZA� ttl;�I�S:� yy��C�t`i::rM1.l 1. The Headworks SCADA Panel shall be located in the Headworks Building. ` ?;.. ifi Prim ary control and monitoring functions include the screening system with �7}tkr raM1r F. yra; ,.:... influent gates, grit removals stem, high water effluent pumps, and plant water pumps as well as influent flow monitoring and influent and effluent sampling. j 2. Panel-Mounted Devices: a. Large operator interface. g P 1 C. 06-MCP-001 (Control SCADA Panel): 1. The Control SCADA panel shall be located in the Data Closet of the Administration Building. This panel shall be the terminus for connections to the 1 other two plant MCPs and shall serve as the connecting point for the process - 13430-16 CONTROL PANELS ,, + C5-4199 00 RO—3/19/01 , 17 r,Yi,uafi t.:(y+7 t.1 .s ta t,IyYr179W'.!:'Y,4t l S�+pAsVtPN.'w�x••,t v '1..T"'f ..Y - 5 F r.. ••,+^1^'3i..t.t� i�, i}.i"^' h,J.'F' .t ' „ 4 '�7•ft Y.}kp�sti,t tr b 1 �. ✓ { '7' , t s i .. r . i ' t t a� t i $ st .� f� � 3� `5`'�;n'i'�ir li 4f t'�}: � 1 '4:t.IJ'• � � ( � 1� i 1 • 1 `t ` .. } ',.r�• . � tiA'�f -F} ��42}Y r .� �{d'/ .};,`. ��tt�l, t. 1 ,�tx fit, , � �'y 1' , .t,•t 1 i i 1St �.r�tf�ik (iy#o sj3 ii�iTl.stC� 'i'• ir5''<aiF ri1t,^¢! }��+ 3•y'�rl Tt / i ! )�y4`lt} e < r 1 tj "J WATER POLLUTION CONTROL FACILITY ENPANSION CITY OF JEFFERSON, MISSOURI Ethernet network and the gateway to the administrative Ethernet network in the 7 Administration Building. D. 07-MCP-003 (Existing Sludge Dewatering SCADA Panel): y, i 1, The Sludge Dewatering SCADA panel is an existing control panel located in the Sludge Dewatering Control Room. This panel includes two existing PLCs that n oversee the remote sites via the radio communications as well as communicate with other existing PLCs using DH-485 communications. The existing PLC '.uti; CPUs shall be replaced with Allen-Bradley SLC 5105s. A new fiber optic modem < and hub shall also be installed to allow the existing PLCs with new CPUs 'and the -' existing computers to connect to the new plant Ethernet network. ' 2. The following physical wiring changes shall be incorporated: y; a. Include new hard-wired 1/0 points from the new Return Flow Pump control -� panel [08-LCP-801]. `rz .:, b. Include existing polymer control panel I/O via new DeviceNet connection. In the existing Sludge Dewatering SCADA panel, install a new DeviceNet y module in an existing open PLC P 24 VD slat. Provide necessary C power x supply. In the existing Polymer Pump control panel install a new DeviceNet interface and provide the necessary connecting accessories. ty�r C. Install new Ethernet cards in the existing computers and directly connect to k i the new hub for inclusion on the Ethernet network. ° r 3. The system integrator shall incorporate existing control developed for the ' .1 connected 1/0 (including the sludge dewatering system, the sludge stabilization I i tb`k4 d system, and the remote pump stations) with the new control system. This shall include necessary tag development/redevelopment and MMI screen presentations ' to match the newly developed ed SCADA system. Also include necessary i`r= Y programming and MMI development for the improvements to the existing Polymer Pump control panel. E. Master Control Console: 1. The Master Control Console shall be located in the Control Room of the new ' '1 Administration Building. The Master Control Console shall be aiyan ed to allow observation of the entire wastewater conveyance system and treatment process via ;; computer video monitors. This console will also house the database and web server computers as well as the uninterru tible power supplies for the associated v. ' PP equipment. r � END OF S + f ECTIUN 13430 A��Sf4 'f' qUi 1;iir4"nr=� i t li C54199-00 13430-17 CONTROL PANELS RO—3/19/01 t" ST rP.!? ,.., �� A{iWf ,` 3•.9 7 t nu.A+.AfWMM ,w.aYi+1,pW1{ifRg7ut11q{RVJM'NI-u±'..Y"""� .y. ..l k YC"•3t,' I±'�, f.tlr•py rii '� fr=4, r +V{ : • � Y y r , WATER POLLUTION CONTROL FACILITY EXPANSION � CITY OF JEFFERSON, MISSOURI 4A SECTION 13445—ELECTRIC VALVE AND GATE OPERATORS PART I - GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1 77 1.2 SUMMARY A. This Section includes electric operators for valves and gates for both open/close and modulating services. All electric actuators installed on valves and gates for this Project - shall be manufactured by one company. B. Related Sections: The following Sections contain requirements that relate to this Section: f4 x Y; ya,:r n 11285 1. Section —Hydraulic Gates, for equipment with electric operators. 2. Section 11377 — Sequencing Batch Reactor Equipment, for valves with electric '�K �t, operators. ;}! ; i 3. Section 13450—Supervisory Control System, for valve and gate o p erator control. 4. Section 15229 — Process Piping Equipment and Valves, for process valves with ! electric operators. °i4rtrz . :tr, 1.3 SUBMITTALS 1 A. Product Data: : 3=•:SS'fir.: 1. Include rated capacities; shipping, installed, and operating weights; furnished ±' specialties; and accessories. ;i+x t* 2. Manufacturer's warranty. •yet,Z(.�+r•!+r y iy�:.n,: }.rKtri} �•� B. Shop ravings: I. Drawings from manufacturer detailing equipment assemblies and indicating dimensions, required clearances, method of field assembly, components, and location and size of each field connection. " 2, Wiring diagrams detailing wiring for power and control systems and differentiating betwe en m uf acturer-ins talle d and f ield-installed wiring, +�l C54199-00 13445-1 ELECTRIC VALVE " ' RO—3/19/01 AND GATE OPERATORS ..5�m ., ,.f �^�141b]SY�4 pKxM.e.+»r w, x `^^r+-.*KwwrrxMUa.wnwbwbltu.i;wr+rt ru+•.±„---r FiJs y (1Ji y { \t 61 .� Yl tt ,�}''}!}µ{. 'i�?�i'Y ��S(..'zd (Qy c, , t. r to 1' ;1 f'° 7,''• 1t ! .r, r I7 i ar�. 11',t; S.d'F;,�i w�Yr.i,e�)', ,*• IL t':t + 4 -° ',.' : ._' '• ++ � t 3r.., yet L'M I�'i ' i a ,' xuv<xixa,.....,._..:.._.._:: ' ..iw......+..:-,..•rv,t:.h.r.�..,...,......,..c....:.., '. .. ...v.,:...,.,r._,. }. ...F.:.....,....�., ......: :.r '...._...,.._.e... ..tr.. a.el- w,�v*M,iANY`•Y,M.Q�':��''.tNU'�� Ll. r'J 1 WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI C. Closeout Submittals: 1. Operations and maintenance(O&M) manuals for each type of actuator used. Y 2. Lubrication requirements with manufacturer's list of approved lubricants. 1.4 QUALITY ASSURANCE A. Electrical Component Standard: Provide components that comply with NFPA 70 and t that are listed and labeled by UL. B. Listing and Labeling: Provide electrically operated components specified in this Section that are listed and labeled as defined in the NEC, Article 100. 1.5 PROJECT CONDITIONS A. Some new electric operators are to be installed on existing gates and valves. The G f" Contractor shall inspect existing gates and valves to provide necessary attaching and mounting accessories and to ensure proper installation of electric operators. 1.6 SCHEDULING A. Coordinate the installation of electric operators with the installation of relevant process, mechanical, electrical, and control components. 1.7 WARRANTY A. Actuators shall be fully warranted for one year after Project acceptance. 1.8 EXTRA MATERIALS z t 'f -,j. A. Furnish extra materials described below that match products installed and that are �� packaged with protective covering for storage and identified with labels describing '4i contents. Pilot Lights: Two complete sets of each lens color. :' i�r( C5-4199-00 13445-2 ELECTRIC VALVE RO•-3/19/01 AND GATE OPERATORS + a�q�anwpK�°�na"""•r*�^".. I: -�--+.�r'.�u r.: t .s i �. 'j .l l r r?�6�'ti�1�{'.£`Is{'',*4;.«. h 7 �- rtYi��1, v �e�t ✓ ,r t '.� �. ,r v' t .{. , r ��' Z?"3 f4{!!:I <�,�,tt�i i;Y}ti).H i P. , ,�j��e.,,.tw t . �e u•s�ttt + t,. � att r t a t t zt �^ ,)ty� 7 \S�i•' t��7��"� � lw,l�,.• , ,I t1 r s: _ � : ¢ � Y �, f,,r ,I X55,1 .�,e A °Fi ; �. , (,i. tr .d k ,`: 1 ' 'ra t '�J.a� °1 t ,'�1//`�i�(L''t's'af•!,`}� Ktir �7`�' a @u}'. ° •I � .. .. .. ;i'. .,.' \ a} �r(JY. r��ff�iy+?1<iir r�.:,,yd .,�+ �! . t WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI l � PART 2 -PRODUCTS :f t 2.1 MANUFACTURERS 771 A. Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to,the following: ';' arY M1 .A•••I t 1. Multi-Turn Operation: ? a. Type SAR manufactured by AUMA Actuators, Inc. (Pittsburgh PA). b. Series 2000 manufactured by EIM Company (Missouri City,TX). f C. L120 Series manufactured by Limitorque Corporation(Lynchburg,VA). -+ 2. uai-ter-Turn Operation: .. a. Type SG manufactured by AUMA Actuators, Inc. (Pittsburgh, PA). b. Series 2000 manufactured by EIM Company (Missouri City TX). k� ' a LY Series manufactured by Limitorque Corporation (Lynchburg VA). 2.2 GENERAL A. Electric operators provided for this Project shall all be from the same manufacturer. F:;:• -J B. Electric operators shall have DeviceNet communications. t C. All actuators shall operate at 480 VAC, 3 9, 60 Hz. :. D. Where noted on the schedule, electric operators shall be rated explosion proof. , r.• f 5 tt..t,, 2.3 ACTUATORS `'``'`k;'`:' A. General: Actuators shall include motor, actuator unit gearing limit switch gearing, position limit switches, torque switches, stem nut, declutch lever, and handwheel as a t"�I self-contained unit. E t t t B. Power Gearing: Multiple reduction unit consisting of accurately cut spur, helical, or bevel gears and worm gearing. Sur, helical, or bevel gearing and worm shall be hardened alloy steel. Worm gear shall be alloy bronze. Non-metallic, aluminum, or cast gearing is not acceptable. ; � � tlttt..'. `„ C. Handwheel: Cast or ductile iron with cast-in arrow to indicate OPEN rotation. Handwheel shall not rotate during otor operation and a fused motor shall not reventa"�t" g P C54199-00 13445-3 ELECTRIC VALVE RO—3/19/01 AND GATE OPERATORS s ~: ` ^'rJy k; S..t !.!F `r > � :• �'} F °'t 1{,t'i.,'s a�G ,`rr�,f:, .r r. 4�� 7 qt! rn• s 11 a 3 r :'t 'tf i + 4 !! �`, ,t ?, lk} ,4' , � } �5 t4 r' �s. � i ex j)fi' { tt, t•t .r !• , ! '�.� tir,. .}�' 't tl '!. ��?x 11 �. .x2' '!4'g4J.:' f t t `\ !t r tti i. t } r 4 r a ✓ Ift / of .. i _ .1, .•. .,• ,, , Y�_; F7' �f WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI manual operation; simultaneous operation of manual handwheel and motor shall not be allowed. Switching from motor operation to handwheel operation shall be accomplished by a positive, padlockable declutch lever that mechanically disengages the motor and related gearing. Friction-type declutch mechanisms are not acceptable. D. Position Limit Switches: Integral to the actuator, limit switch gearing shall be of the intermittent type, constructed of bronze or stainless steel grease lubricated and totally enclosed to prevent dirt and other foreign material from entering the gear train. r t' Ji a y,«�'h�•r• i Switches shall be adjustable, allowing for trip points from fully open to fully closed j positions of valve travel. Switches shall not be subject to slippage or breakage due to r' over-travel. Limit switch contacts shall be silver-plated with switch mounting to permit visual verification of switch position without disassembly. 'The actuator shall have four contacts, all of the same basic design. '�� E. Torque Switches: Equip each actuator with a torque switch to interrupt the control circuit in both opening and closing directions when valve/gate torque overload occurs or when valve/gate torque seating in the CLOSED position is required. The torque switch is shall be mounted to permit visual verification of the switch position without LJ r' disassembly and shall have independently adjustable graduated dials for both OPEN and CLOSE directions of travel with a positive means to limit adjustability so as not to exceed the actuator output torque capability. Torque sensing based on motor current, voltage, or magnetic flux are not acceptable. F. Enclosure: Rated NEMA 250 Type 4 (IEC 529 IP67) with 120 VAC space heater for control compartment. Enclosure shall have local disconnect meeting NEC Article 430, Part I requirements. Cover bolts shall be stainless steel, captive design. w G. Reversing Contactor: NEMA- or IEC-rated three-pole contactor mounted with actuator �. enclosure, mechanically and electrically interlocked to prevent both coils from energizing at the same time. Provide overload relays in each phase or a thermal relay `` r �,.•,.,1,.: responsive to winding temperature wired in series with the contactor. Provide auxiliary motor overload contacts, ' H. Motor: Specifically designed for actuator service. High starting torque (modified Design B), TENV, minimum NEMA Class F motor insulation with maximum continuous temperature rating of 155°C (rise plus ambient for the duty cycle specified Motor shall be equipped with internal contacts to protect against motor overload. Provide thermostatically controlled 120 VAC motor heater. �•.s.JFS:� • ,r•"f�,a. t n Li' r ty as I. Local Controls: Provide operator-mounted LOCAL-OFF-REMOTE selector switch s+ with local OPEN CLOSE and STOP pushbuttons. Also provide local LED pilot lights indicating OPEN (green) and CLOSE red position. At any mid-position, both pilot '�' �;, ,Y '. lights shall be lit. ,S,y AM C5-4199-00 134454 ELECTRIC VALVE RO—3/19/01 AND GATE OPERATORS MUM t ii/7}(Ll'/IF.NftApilNr�Y+itFF'Y'Sw'+wr.n+..r....-....r..w..w.rr..u,v MUS'Cr� + { u•n, , .........•.^„ Zi 7+Z 1 � .`•.+`MPIiYifMflA7,T.1Y K+' iY'Jf�yh1Y.11.Y„•.P.�17�„e•rlvf..�'a•ti(!.'+^'crw•�•J••-'••. . i { r A F 7 t { • , "• t. :r r"y°Ernr rs� t , � - J WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI I , i 2.4 NETWORK CONTROLLER A. Each actuator shall be equipped with a digital control module to provide remote ` monitoring and control of the actuator using the DeviceNet protocol. Each module shall i have built-in transient and lightning protection. ;.:.! B. In case of failure of the digital control module, local controls shall not be disabled. '',;,pyy«•y,�''{.k..;� Removal of the module shall also not disable the local controls. Neither the digital control module nor the actuator shall require battery backup for memory or program u,. storage. y C. The control module shall have an automatic reset watchdog timer to recover the "+ microprocessor in case of lockup. The timer shall also disconnect the actuator from the t ,` network and disable all outputs should the microprocessor fail, D. The network controller shall return, as a minimum,the following alarms and values: 1. Valve in fully OPEN position. ' v+rrcra•f,:: 2. Valve in fully CLOSED position. f .�J4 S dt�:�• 3. Valve is opening. -✓ 4. Valve is closing. yy 5. Selector switch in LOCAL position. 6. Selector switch in REMOTE position. ~ ± 7. Torque switch tripped in OPEN position. .`y 8. Torque switch tripped in CLOSED position. 9. Valve is not moving on command (valve stalled or jammed). -' 10. Loss of internal control voltage (blown fuse). A ` 11. Motor thermal overload tripped. 12. Three-phase power out of sequence, loss of phase. 13. Local emergency shutdown input activated. f `" 14. Network communications failure. ';•p,<<3s,et,;i r;{ 15. Actuator failed self-diagnostics or general alarm. t 16. Unit alarm(one or more alarms active). 17. Valve position (0 - 100%for open-close valves; 0 -4095 with 0.1% resolution for `.5''i?' 't,,,; control valves).. z L. The network controller shall accept, as a minimum, the following inputs: 1. OPEN CLOSE and STOP commands, 2. Valve position 0 - 100%for open-close valves; 0 - 4095 with 0.1%resolution for "., control valves). ZVI i`. C54191, 00 13445-5 ELECTRIC VALVE RO—3/1' T1 AND GATE OPERATORS �r ': • ---.,.... .,..w.,...,« ... r.. ... .«+,..•-w.w..a ivewwr«-,.. ry';r.,. .,, .. 't�r'�s { v.� «.+.,..,..Ir..,�putys rw.,.. .-,-- ,. aswyFVac+wvrr*.wv. •.}nrrbYn4 :.. a,e ! .l c'3 i •, it { i, { Aklel+ta�'�15��+�8r�k$'A&YiM� ';y t • r'• ' ,: c, .h >, a 3` � ya r ." 'ri y I�� !.�' t ` t ..,� 1 �_. { •....1 r S ,.ih � 1 r�1��r.lt ;d r1�{ki Y,�s:'..,'•E �'i # ..(ll G,.,r f. 1 ` I � •�1t 3 t :1 � �y 'r§t"l'XC- ii �)r I!r•:,e............. ±z:J+twr ed.,swn.eu.w......r...s,,,....,,.. �>,«.n.�.-<,. .:rv�: ...,..... ..._....,. „. .._.. .,.... .... .. : ... :7 ., rs.e r,,...r...,.. ' ... ., ...�.... ,..:.,,«e r,<...v,n•r:h,-..4:...Yh-.,u.,�! m.vS4.i!"•!`Zh°.k.�1riF,x•1'!si�"e �' t t� ,t,�1 r 't ir� ..rt i a:: 7 WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI .a PART 3 -EXECUTION r : 3.1 INSTALLATION `` a i ti t Y7r A A. Install electric operators at locations shown on the Contract Drawings or as scheduled in this Section. ; x 3.2 CONNECTIONS �t ' A. Electrical: Conform to applicable requirements in Division 16 Sections. ' r art B. Grounding: Ground equipment. Tighten electrical connectors and terminals according ` i to manufacturer's published torque-tightening values. If manufacturer's torque values are not indicated,use those specified in UL 486A and UL 486B. _, 3.3 INSPECTION f A. Installation Inspection: Engage a factory-authorized service representative to inspect field-assembled components and equipment installation, including electrical connections, and to prepare a written report of inspection. B. Operational Test: After electrical circuitry has been energized, start units to confirm proper motor rotation and unit operation. Remove malfunctioning units, replace with new components, and retest. ` s C. Test and adjust controls and safeties. Replace damaged and malfunctioning controls and equipment. ••%� �, S 1,,, k t/7;iS 3.4 COMMISSIONING `. A. Engage a factory-authorized service representative to perform startup service. 1 ,) �I,,s •' og B. Verify that units are installed and connected according to the Contract Documents. Cr Perform startup checks according to manufacturer's written instructions. 3.5 DEMONSTRATION A. Engage afactory-authorized service representative to train Owners maintenance ;z j Y.tk : +?-' personnel to adjust, operate, and maintain units. •t�' '41 ttt','*'j��c� .r`rVr� � � ��•.�dr C54199-00 13445-6 ELECTRIC VALVE ` RO—3/19/01 AND GATE OPERATORS • �t ti �N.NC1r.�CLR'oi4Yf$(A�Iil'Yj//�MMI�"�uu,wn.w..^'^ ,:� .WYWW.AMaYOiWA��: 5 Y n'3. 1 Y r� t - .7rt":•,�•r s rs. �NMbrMP+gr�utwMwY'^r!"• ,t l' � r 4 'J�y�t f gr;t 7 � \i t' 1 �`'�tE tsP r�t t {t. r 4 t Cr t ) s. t r f r f fd 4i r7X1 f 4 qtrS$t ,4y.�• 3tT trs 77 ll �',?3`{ )Yr5' �t.r *� r s`t 1 ir.:. r v 4 ta¢'r t�.1.{y ffr:rrs,t b�Ys6,��7 g•<, �f 1.: "' l t,j S .� I ,.,+<! t i� t' t 4,t4 f9'�.41t}ht7�/rr�il f 1s;1•T�..�: > t amt '{ + ' .Ct �f�� tt :. ' .�, ..; `, .. ��• + + i+ { { ��tii n3 +.' :�,{{ ttr. i�, 4, S y it z, y' } .t, t t 5 i St 777 '7j1 IV (., � s .r� 'r . � �• )i4.f,e i g � a> 51<+Rh.Yiit . ' • ...r_.....,a.«...•,,.,..n.nw„�nr.�•�t+:,e.w.w...,,Ji i.,....__ .,: . ,.,..:. .»,. ,.:..., .,rn..xr...,,.._.nv,,,. ....J... .. '.... ... ......,,..,.,.,. ....-+....z,,.i.,+:�rev.,.s..n.m..,.r. ,,._....,.... . .,. .........w.<u..w.w,�:�l.wrw.a..•tw„�:. �ti 4r�1r 5?C o} {C a o fiti 1.r�k, ?'i ilo WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI •t r� 3.6 ELECTRIC VALVE OPERATOR SCHEDULE Instrument • Tag No. Equipment Description Service Comments } 02-SLG-201 Manual bar screen inlet gate slide gate open/close explosion proof 02-SLG-202 Mech.bar screen No.2 inlet gate slide gate open/close explosion proof 02-SLG-203 Mech.bar screen No. 1 inlet gate slide gate op clo explosion proof .:. en se i 02-SLG-204 Manual bar screen outlet gate slide gate open close explosion proof 02-SLG-205 Mech.bar screen No.2 outlet gate slide gate open/close explosion proof , ` 02-SLG-206 Mech.bar screen No. I outlet gate slide gate open/close explosion proof 02-SLG-207 Grit inlet channel crossover gate slide gate open/close r ? 02-SLG-308 Grit chamber No. 2 inlet gate slide gate open/close ,r..,. 02-SLG-309 Grit chamber No. 1 inlet gate slide gate open/close 02-SLG-310 Grit chamber No. 2 outlet gate slide gate open/close 02-SLG-311 Grit chamber No. 1 outlet gate slide gate open/close 03-VLV-501 Reactor No. 1 air valve 18"butterfly valve open/close Note 1 a. 03-VLV-502_ Reactor No. 2 air valve 18 tt butterfly valve open/close Note 1 03-VLV-503 Reactor No. 3 air valve 18" butterfly valve open/close Note 1 03-VLV-504 Reactor No. 4 air valve 18"butterfly valve open close Note 1 ''tky,�;,��;�`�:. Note 1: furnished under Section 11377. END OF SECTION 13445 1L aytl !�"t tt'ft.y .• tsti ' l�tt (��114�r7 •Y�`,`y^i t�y� yy.}r.,y�, tj'}}Lf4N'�'1 F C5-4199-00 13445-7 ELECTRIC VALVE RO—3/19/01 AND GATE OPERATORS � .) •�.,{.r�Ysr,t;ij.aptr•f.',,•,:..i,•",S,k y .;t.. q .:.R.: rt. .'r ;.t., i ♦ �( ij"rt-'. ..ti..v.., r. i tt `.tl ,l�,:.11. 1"GC?`"','G'�:'rillliP.�r..''?..i.?'riF�{�^'t.1);J v 7{.°,. 1 E .1.1,fi�'')ppjj7 yy-h,", { 1@ n.. -11 1 0:11110:11111151 :11 1 - » te :� w of .. i , •� s.S.,, . t 1 S ,J :., �„ 1#� .€tv ,�., ..tk. a rt}, riL r t .'S,' '., ,r .fi t,2 i.�t •t,aEa. .4 !s•4r,:#iA�•..,,a �S r e •�;, .ti^`��. E; fit, :ti t f , :r u t 1 s �. t,' t. � '� .�,. "��k.yS,r�, ..r�. yy 7, �`a.'r: � ro (��t�"fit" s,T.p.. ;,r',i;,4• .t .i + .a. ,• i `•Y t ,:t t r �•s 1 {' .� �;SF-1, .k.•,g. .•s,:':,s cur, t'`e''x i. ,s i t '•; -a I t'`:: t{ f,t,. , :_ ,•,i.,;��xrtf.`r,}''',�' :dot .r '{ ''Y:J.:FScSV>,.xy`:,.:•i.� .1�,�,,.i t �Gu./: a�,? .r;,, t t., r ,>'y?, r , i .�t �1. r { tar .}�•.. i t •r ct .�s ,± .i'�.0 i!'S'^t£�.,",e S't.Y,ib y�}�'tJ�. .�4� 4y;.t:P �:r .,�:t 7,T+: r iY.,l.!' 1 f ,•,a.f' J r ifr .,i. t !''i f i .41h.,.;i,.,,,..�..E.(.. {rs 5.^rM`r:�.1�).1' ,y.t.t,, .1{�'i,leF.tyt'i•i`,`.f$j'f�e't'-0wr�'�,' )( .i J4� it r. t :i y r.f ..t 1 �t,�,i\ ( i�. .�..t L..y �.xY M1•4JiyY. }4 rd �,t:;.1t,q� �i� f . ttlS,.t ,,S S ,l r r a 1. ',t J a� •,t tl w,et y.t r' y�,�i'?�{ i,"�' ( r .1 t { St.,._........... ..x.,:........., ,.....,,, .._. .,....... ........_...»,,, «... „4 . n^:Y• i : •..... ..._....,• ,« .....v,,, .: ._...,...> ,.»....... ... .. ...........,...:..�..,..c...'',_,..,.,4, rj v J Iltt;y VC; ,N 111 WATER POLLUTION CONTROL FACILITY EXPANSION ( ;: CITY OF JEFFERSON, MISSOURI '; ,>' ::;`• f t . SECTION 13450—SUPERVISORY CONTROL SYSTEM PART 1 - GENERAL `{ 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary ? t ' ! Conditions and Division 1 Specification Sections, apply to this Section. ^, _j 1.2 SUMMARY A. This Section includes requirements for system integration of equipment and instrumentation. Control requirements for plant operation are outlined herein. Work .j not specifically called out as by another party shall be the responsibility of the system j integrator. _.� B. As an overview, PLCs will provide control for individual pieces of equipment or areas. j All PLCs will be linked via a fiber optic Ethernet network using 'TCP/IP protocol to provide data exchange and remote monitoring and. control of equipment. The Plant ' Control Room will be the central point of operations and data collection with other � P P control nodes located throughout the facility. Sub-network communications shall be based on the DeviceNetTm protocol. C. Work under this Section includes: jryi(i{7Y . CC E 1. Furnish and install computers (includes installing all software, configuring database input and output, installing and debugging programs, installing and testing all peripheral equipment, installing electrical enclosures and rack-mounted A equipment, installing and configuring printers and testing for proper operation). j 2. Furnish and install networks (includes installing network equipment, installing interconnecting cables; testing, and debugging). 3. Ftuunish and install PLCs (includes programming and installing PLCs, developing PLC ladder logic, coordinating programming of PLCs provided by other ' ff' `:A.1 ' equipment ment maY ufacturers and testing PLCs for control, monitoring, and alarm ' functions). ;` , Furnish and install UPSs (includes providing and configuring UPS monitoring f` � 1(tfr'r,iiXy�i{Y+� 5. Furnish and install SCADA software includes software formatting, developing ` MMI screen graphics). i ' 6. Provide monthly reporting software (includes programming for automatic s:•t } . , p k , download of monitored plant data). 7. Integrate the Owner's existing control system with the new SCADA system ;'z's� (includes redrawing existing MMI screens to provide a consistent graphics 3P CS-4199-00 13450-1 SUPERVISORY CONTROL SYSTEM t` A RO—3/19/01 h+ r ? •`.mod .'f�iSSib�'Sl�+�d'i.S"�'�S!�'A' 777717 ij,�j?J it �`� P�,,;, ' tf.v� :• `, t 1 t � r t ' , fjt i r 73f ,{5>.� t ' }`?� CG F�. .r. .. , 1:`#fit $•uhf;. , v tj y V'•Aa 3 �t: •� 'it it , a:A KF .C.�`'{t AX, uw..:w.,..,.,.......�_ v_.,..,.........,.,.w..w+a,. ter,.a,.nu... �....._... .. .... ... ...... ...n. .....r .vw. w, ..... .u,..,.o.,. .. .._..,... .....,«....-n..A.._�.,..n,n.,.u•vi.'arvrl.M.MK°.1,tfi+}*�. v.�i.4y<l�� r�. ..:, �r.t,.�,h�•iv WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON MISSOURI presentation and reprogramming existing PLCs to reflect a standard organization, naming practice, and control philosophy). 8. Install and configure the Ethernet systems in the Administration Building (includes providing interface between process control Ethernet and the administrative Ethernet systems, installing and configuring the master control console, and setting up the overhead display in the new Meeting Room for presentation to visitors and for training sessions). hk 9. Document the SCADA system, conduct trouble-shooting, and provide start-up assistance. W' ,> D. Related Sections: The following Sections contain requirements that relate to this , . Section: .� /zzzlrt t'ik•• .F..7�.•� 1. Section 13420—Instruments, for instrumentation referenced in this Section. ;i 2. Section 13430—Control Panels, for control panel construction. 3. Section 13455—Programmable Logic Controllers for PLCs referenced in this Section. 1.3 REFERENCES }r`,rs a racy A. International Electrotechrucal Commission(IEC): a t�" • 1. IEC 529—Classification of Degrees of Protection by Enclosures. .Sly ¢rpr•a>ra'<<:��..;;;, B. National Electric Manufacturers Association(NEMA): 1. NEMA 250—Enclosures for Electrical Equipment '<�"`°`. (1000 Volts Maximum), C. National Fire Protection on Association(NFPA): 1. NFPA 70—National Electric Code (NEC). D. Underwriters Laboratories es (UL): •,`�_•<<��. F;.,, ,.• UL 486A—Wire o and Soldering Lugs f Copper -,:t w"'{ i �•: ::,: 1. it Connectors or Use With Conductors. 2. UL 486B—Wire Conductors for Use With Aluminum. 3. UL 508—Industrial Control Equipment. '• v;;E:�'S 1`'r t d 1.4 DEFINITIONS A. HOA switch: Hand-off-auto selector switch. ;.j FOFO: First on first off: 4 'y u f l 141LJ C5-4199-00 13450-2 SUPERVISORY CONTROL SYSTEM RO—3/19/01 i4 , KtYWnuv�c1 >yn t`•'f•',y,z°nti' >vti IJlltp. i1J; t / A'E14't1Fi.1 ;r�- ...tt'e"'i?r,1.w?M,kry1e w} 1 Yt xa}�,,, K t ,�•'1'2'vti< i !5',cq+� rsu u�� SStt.:'4 ,;i � ` t .:� y ?,�.'A t✓ r,�?:.:t,'7.�."�i}d �tE t's.''"n' �,; %'.f�;t• hN•'`�'+ r t t .E :j s � c i rr� � 5� 7„A St,N � ..,. ,1, t• ' ��:,: :, ;°$7?�t.� .tli�t �. {j. t 14 , �+ 1 ..:•l , � ;�.. r. ,r 3 { �;t?i'f1.R z'y r•`;,�.��+:`t,<y9� .> '��".f%�C`.� �i 3:,{b,f .;�. lfr'�t,'v�{+,�??�l.,ri;t it'd`at t ��i �. a •�. .4 vY.,i' s/j ..r�"�r `i �tl _a,ly tg :�a:t{ 5s •,'•na ;,f '� 1� _, .>�` I•Y':at!➢i,e)>; `S'..tii"t•'.",.itf" ''s t °.s 1v. :�� r :}it �: {. �r 'g55'*�''S"{ :1�h*PL,?"i��,�� X't1 �. �,� °�. �� [tic4;.Ah ,}5rit ?r,y j,�.,/,j v'.•� r �F �r t.�� .'s tt 11); r n` .r r t , .:, { +., ,rr ' j�.}T� t A'4''��'}f' ri�it �<f• ?�'?t3j �� t • t�� 4F. `{u t h} t. ti it. t s!• f: � 7 t r r t ,t .tilt :.T.t;�%�G;i,trltift �w5+'','t�gt..df ,;,. � ��, 1 sqra,G v , nt 4 - z J t: R2 t` t 1f}fir � '' t -5 '.i, .•I 1 t s.7,. Fy{1 y' �CS'`1��`�t r,� .t'�'�'. 1 �2. ' , St.. r } . .. � • �t 1 spa rt f t "d� ��pK �! c j1 t�'1 WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI ,Fcrr 1 1� 1 . -' C. FOLO: First on, last off. D. LOFO: Last on, first off: 2 E. LOLO: Last on, last off. F. LOR switch: Local-off-remote selector switch, ' "`f`" 1 G. OI(s): Operator interface(s). rh, c-; H. MCP: Master control panel. I. P&ID(s): Piping & instrument diagram(s). J. PLC(s): Programmable logic controller(s). ~t' K. SCADA: Supervisory control and data acquisition. w L. UPS(s): Uninterruptible power supply(ies). 1.5 SUBMITTALS A. Product Data: LI {•�,�3��2r 1. Include rated capacities; shipping, installed, and operating weights; furnished specialties; and accessories. :J 2. Manufacturer's warranty. fit: 1. B. Shop Drawings: 1. Drawings from manufacturer detailing equipment assemblies and indicating dimensions, required clearances, method of field assembly, components, and location and size of each field connection. 2. Wiring diagrams detailing wiring for power and control systems and ` `, °r differentiating between manufacturer-installed and field-installed wiring. `a} C. Closeout Submittals: �F f n f J`i Y I. Operations and maintenance manuals. O&M manuals shall include the name, address, and telephone number of the system integrator and the Contractor. With a comprehensive index, the O&M manual shall include a complete hardware list . , 4 as well as approved shop drawings, software documentation, functional and fi operational descriptions, principals of operating logic, maintenance schedules andt{ Nl {,',r{, Y,... procedures and safety considerations. t,� {n��t.` 2. PLC ladder logic printouts. 3. Loop drawings for field mounted instrumentation with terminal block locations. ,g ,l },,'�•� " !' C5-4199-00 13450-3 SUPERVISORY CONTROL SYSTEM V1 RO—3/19/01 «.» 'vK.,'' •>r�C hJ, , ' -+r .r y r' tV `; � t 'r ,' . "'; �" ,>�,'•' 1( ! ' 2 }�'..y:1,s�tt .nr�'if4{�:i?� 's'L�' ��;sl*'{{u : '�`['t�.pr ,i 1 � 1.k' 1' :L 1 1:r }: t At .l ,i.�',' H. :N{r t:K, 4 :��.,�• Gt In .�(,3 ,s ?1`. , i a 5 �v- � '} / .5 :[, t t.r t f' .�fi.,F:,:yY�c�,'•'„t<.,,�5 ,}'. 'r. ..{x?'.�f�;?�r 'r:r., `is3 t: :.}, r y`. 1 ,t r }� 1' ..i .t�tz ..t .y6 t'It';J.. t {e Y,s`E'tii cki�f},' •$i+r'S'`t y:. .�' u;t�'.'�;.tl rSl.}.�. '.;{`:� a � }' , i ,s: .t _ ,rJ,, ..13'•�['.lr5v..( v f :;� ,,�{' �`)Y;.1 ..� r 1113'. f '.t r' i '{. r� 2 f z k< }; } ..a t, h{ .-} 3[”" ryi. � ,R k4f z• r :k'�kQnll.,3'.7 ,' ,�.7<, t' i'. ,1 r' •c 3 ;1�, { }4 2 r,c=31. 7 r,.vlt>..rl`:�`',..�`i^;;.'t.{� .h}+M•.tt,;f;1 :t i'i x,t b}it� • ..�;1::},as`?p .' it t. r r �:},, e "j` ..{:' �1` }::�: t -.i I,;'l ./ 1; x ddt Y,,:•�.'f.<,r.,:d,ilfrljl`t�'�+��"�. ,t�`„.+l . ' I. ..n.., ,..........._.... 'r...,. .r......r .. .........,r.. ....H ,. ...r.<..... .,..... .,.r..w,r.xrnfrt'.tnt�''r't' "S;C<!%'^It WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI 1.6 QUALITY ASSURANCE A. Qualifications: The systems integrator for this Project shall be GE Automation Services ! (Fairview Heights,Ill.). B. Others stems integrators may be used on this Project with prior approval of the Engineer. Prior to acceptance of Bids, the Contractor shall submit references (contact name, address, and telephone number) of at least three SCADA installations at wastewater or water plants of similar size with at least 1 year of acceptable operating N; I j experience by the substitute systems integrator. Acceptable operating experience , means: t, 1. The system was installed and programmed by the systems integrator. " '''Fy tkf'=' 2. The facility is presently using the installed system for data acquisition and control. C. Regulatory Requirements: 1. Electrical Component Standard: Provide components that comply with NFPA 70 and that are listed and labeled by UL. F 2. Listing and Labeling: Provide electrically operated components specified in this Section that are listed and labeled as defined in the NEC,Article 100. 1.7 PROJECT CONDITIONS , t A. The existing wastewater treatment plant operations shall be maintained during the installation of the new SCADA system. 1.8 SCHEDULING A. Coordinate con z`r'""°rl'va,`',_ • 'j trot system installation and programming with actual equipment installation. Operation of the existing wastewater treatment plant shall be maintained '? until the new treatment process is online. PART 2 PRODUCTS y� 2.1 SOFTWARE A. General: Software provided for control shall the products of one manufacturer (except as provided herein) for single-source responsibility. The software used shall be ,'�j},;� commercially available with the benefit of numerous independent systems integrators having expertise in the use and programming of the software. \.?."y..�' + � �. >• C5-4199-00 13450-4 SUPERVISORY CONTROL SYSTEM ,{ ;: . RO—3/19/01 t. >t r�s+nwMWiYMW:PJVww.RMY„^;'!'. .i�•,'.'C:'r��0'�%J,•yt,ri rp4.3FA�tla/ r,.r, � LI h"k," ., '.J rr t .r 1. > .. t N. ris 11�•r6t�a,tt,:i Z�Jy'J•�!� a'i�. 'a�4 , u.r• _.». «.;,,,.. ...„.«.,,.. ........:... .'.........y,.. .,.,r.= . ., .., ...,, ......... ..,_ ,. ,,,.,..4.. .a, .n.os-+n as a. A5i ' WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI ��,.. B. SCADA Software: MMI/SCADA system that features full process visualization, data . collection and management, and supervisory control. SCADA software shall include °j necessary drivers and configuration utilities. SCADA software shall be iFIXTM manufactured by Intellution Incorporated(Foxborough, Mass.). -�+ C. Web Server: Web server software shall allow remote access using standard web browsers. Web servers shall be iWebServerTM manufactured by Intellution r Incorporated (Foxborough, Mass.). " D. Office Tools Software: Integrated software suite that includes word processing, gl spreadsheet, presentation graphics, Internet browser, electronic mail, and database x software. Office tools software shall be Office 2000 Professional manufactured by Microsoft Corporation(Redmond, Wash.). �;, byy"' y s E. Environmental Reporting Software: Missouri Department of Natural Resources DEQ " Form spreadsheet template. Environmental reporting software shall be P/N I1167E manufactured by EnviroWino Software Incorporated (Chicago, Ill.). 2.2 CONTROL COMPUTERS A. Desktop Units: Full tower case with the following components: A, T 1. 800-MHz Pentium III processor, or equal. ' RAM (expandable to 512 MB). 2. 12$ MB SD 3. 256 KB Level 2 SRAM cache. t�J 4. Dual channel 40 MB/s ultra-wide SCSI-3 controller. r 5. 9.1 GB ultra-wide SCSI-3 hard drive. 6. Graphics accelerator with 8 MB RAM. ui 7. 10Base-T PCI Ethernet card. ' ' 8. 3Y2-inch 1.44 MB floppy drive. 9. 32x EIDE CD-ROM drive. fr:;.,.'•:t'€:<<` 1 10. Iomega ZIP drive. ?,> ' _ 11. 56.6 kbps diagnostic internal modem (for Operator Station only), 12. Mouse and 101-key keyboard. 13. 16-bit sound card with speakers. Desktop control computers shall be manufactured by Compaq, Dell, Gateway, or equal. B. The pre-installed operating system for all computers shall be Windows NT v4.0. 1 ChU�rr , ;., C. Desktop computers shall be installed at locations shown on the Contract Drawings. 4b. C54199-00 13450-5 SUPERVISORY CONTROL SYSTEM .1 RO—3/19/01 }.c_:: .y ,.) �[ 4"�, ,F'.`J r t .,,,„ i6S 6ua rnr "K•^ .^ -?+win wasayasewnu,n.uea v w„ter n w srw...---•r q +.Yrl;' � 'K.��`G tt+n it �^3+'�`+ck'i •t. tE It nn+e. _ , ..,...,«.... ...,x....,.. .',... ..:...,.....�„a x,,�-t•...- ,.,,.,,.. .... „:...,.,.,,:, . ,. _.,.,. ,... ..... ., ... ., ., ,•..•♦.t.+,nn3wx.,rsr,Wrk+t''.,A,�c�•�r��+.'Si}� f w WATER POLLUTION CONTROL FACILITY EXPANSION • 1 CITY OF JEFFERSON,MISSOURI 2.3 MONITORS A. One 22-inch color SVGA flat screen monitor for each desktop control computer; 0.25 to 0.27 mm variable grille pitch. Monitors shall be MultiSync FP1350TM (Model JC- 2241UMW)manufactured by NEC Technologies (Itasca,Ill.), or equal. 2.4 PRINTERS .I rt• ddd`+'•` r A. Provide one Ethernet-ready laser printer for graphics and report generation. Laser printers shall be HP LaserJet 4050N manufactured by Hewlett-Packard Company (Palo • Alto, Calif.), or equal. � ��;� ;�.' w•y,,,, B. Provide one continuous feed 9-pin dot matrix printer for alarming. Dot matrix printers shall be Microlinee 184 Turbo manufactured by Oki Data Americas, Incorporated (Mt. Laurel,N.J.), or equal. 2.5 UNINTERRUPTIBLE POWER SUPPLIES (UPSs) A. In addition to the UPSs required for each MCP, provide adequately sized UPS for all '+ the equipment installed in the Plant Control Room as well as one UPS for each additional desktop computer. `1 B. UPSs shall be on-line topology capable of providing at least 15 minutes of continuous ,•r ,1:1, ,,x,.,,,,: j and simultaneous operation of all connected equipment. UPS powered equipment shall Kf 'r include, but is not limited to, fiber optic modems Ethernet hubs computers, monitors, and printers. UPSs shall be manufactured by Sola/Hevi-Duty, a Unit of EGS Electrical Group, LLC (Goldsboro S.C.); Best Power, a Unit of SPX Corporation ecedah Wis , American Power Conversion APC )' ( ) Corporation (West Kingston, R.I.); or equal. -" � r>,.:: ,�;,.'`, 2.6 MASTER CONTROL CONSOLE 'syt �; `' A. The systems integrator shall furnish and install a master control console in the Control Room of the new Administration Building. The master control console shall be of a •�' ��'tip.'�y ri.,: , low profile design corner unit arranged to allow the operators sitting at their stations to ;y Vvl- �,, , . also view the treatment plant through the Control Room windows. The console shall have a minimum of four bays (or sections) to accommodate the two plant operator : stations. Console features and components shall include: 1. Adjustable P C U and monitor shelves. � 2. Vented cabinet doors. $'.. 3. Removable monitor shields and hinged rear doors. �•. 4. Full extension ullout lower equipment shelves. P III �..•�, ,5. klights. Adjustable halogen wor C5-4199-00 13450-6 SUPERVISORY CONTROL SYSTEM RO—3/19/01 pf �;a^,rt�,'-`�«+MwR^�,VEtatt/f'achate'xuv*MM„r,x • ^^•'.«...m••,w•+.rx'trGrrc*x+,t'trnwcu,e. - '^••-...—,..+.w•nwr s+.,a.....«....,..,....m,•:-•:ucar ♦ t i ` , . r Y '� y it f r } R c{t .S t i is , F f} r .} J �•�'�'��,'�^"a. '=try` ' ry ; ' cj'4 7� ,C rR . :, f t +'t r Y1 tr: f .i t,Yr}u«�s�}"'Ipy ��1'• 'S s�+v„07�ftL��Y�y'rFrtA.,!,F:y a�.i .,_l`t1•` x, , J { G 4 WATER POLLUTION CONTROL FACILITY EXPANSION ' CITY OF JEFFERSON,MISSOURI 6. Extra laminated work surface on the ends of the console, B. Master control consoles shall be Prestige Series manufactured by Winsted Corporation f (Minneapolis, Minn.),or equal. J i PART 3 - EXECUTION z k 3.1 INSTALLATION A. The description provided in this Section together with the other applicable Sections and t � the Contract Drawings (specifically the P&IDs) comprise the functional design criteria �:•,��.rk,,, �_{}}{r for this Project. >,'°;s:• B. The P&IDs represent the basic concept of the instrumentation and controls. The control system descriptions further supplement these drawings. r ; C. When a field located LOR or HOA switch is selected in the OFF position, all controls shall be disabled. D. All LOR and HOA switches shall include contact blocks for discrete PLC input ,.., indicating switches are in REMOTE or A UTO mode. ,f E. When the field located LOR switch is selected in the LOCAL position (LOCAL mode), control shall be manually initiated by the operator at the respective equipment. l r F. When the field located LOR switch is selected in the REMOTE position (REMOTE mode) all controls shall be by the PLC via the SCADA system. In this mode, operators shall be provided with two additional software selections: is=:,,::.';,;;;;;-,•,':. : 1. REMOTE HAND Mode: This mode requires manual control by operators via the SCADA, such as starting or stopping pumps and opening or closing valves. ;,; ';"t,•' " 2. REMOTE AUTO Mode: This mode will operate the controlled equipment by a 1 f Iii process variable parameter, such as a flow or level setpoint, or a pre-programmed sequence as described in this Section. G. When a field located HOA switch is selected in the HAND position (HAND mode) the equipment shall be energized. +`t a.f H. When a field located HOA switch is selected in the AUTO position (AUTO mode), energizing of the equipment shall be determined by the local control programming. 1 I. The SCADA computer display shall provide clear indication and precise status of equipment. J „ C54199-00 13450-7 SUPERVISORY CONTROL SYSTEM RO—3/19/01 71 ``""�?r"'"n`++c°'a GYSFp+"RYl I'+.lzSiiiX'{'s •{ +F :{^"dilt7Ftwrs*+ .' ......*^•...'v+mansu,n,wr+tn:u,_+es.w F ai ��1 §y S i t �r t�� s ,�i v �k Ss � .r qyJ r,Rfa.r}.a4}rFro'��,m�37`ft'c'kb"�: + 4f 1 WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI J. A software controller (single variable or multi-variable) shall have START/STOP (OPEN/CLOSE) function command and analog output function command, such as ' speed, flow, or level. K. Motorized equipment with a local disconnect switch shall include an auxiliary contact showing that the equipment is out of service when the disconnect is open. This EQUIPMENT OUT OF SERVICE shall be considered in any lead-lag or backup ' operating scheme. L. Discrete status changes shall be logged in the plant database. Alarms shall be logged ' .; and annunciated on the SCADA computer display. Acknowledgment of the alarm shall also be logged. 3.2 CONTROL SYSTEM DESCRIPTIONS A. Influent Flow: { ` 1. Influent flow to the plant shall be displayed based on individual flow rates from each source (WALNUT STREET 41 FLOW, WALNUT STREET #2 FLOW, WESTINGHOUSE FLOW) as well as a totaled PLANT INFLUENT FLOW. Each l flow shall be trended with a minimum 15 day history. Each flow shall also be 1 totaled and stored on a daily basis. ' B. Mechanical Screen Control: 1. Operation of the mechanical screens shall be based on the PLANT INFLUENT ° FLOW. Except during periods of maintenance, at least one mechanical screen shall always be in operation. This screen shall be the LEAD SCREEN. By ("� default, the other screen becomes the LAG SCREEN, The lead screen shall operate as described herein until the LAG SCREEN START SETPOINT is reached. When the PLANT INFLUENT FLOW E O exceeds the LAG SCREEN START SETPOINT, the MECHANICAL SCREEN DELAY TIMER shall start. The LAG LJ SCREEN START SETPOINT shall be preset for 30 mgd, operator adjustable I_ •' between 1 and 45 mgd. The MECHANICAL SCREEN DELAY TIMER shall be I. I:,r'•. reset for 10 minutes operator adjustable between 1 and 30 minutes. If the ? PLANT INFLUENT FLOW drops below the setpoint, the timer shall stop timingL and reset. After expiration of the MECHANICAL SCREEN DELAY TIMER the LAG screen shall be brought online slide gates shall OPEN and the screen shall '""`" '` r. START). If it is not available (NOT IN AUTO or MECHANICAL SCREEN tai FAILURE), an alarm shall be annunciated and recorded. 2. If the INFLUENT CHANNEL HIGH LEVEL ALARM float switch is activated, an alarm shall be annunciated and recorded and ,��. ' the lag screen upstream and r.:P downstream slide gates shall OPEN(if CLOSED) and the lag screen shall START .i•'; if not already online without delay. If the level in the influent channel continues `� � ,•''i to rise and the INFLUENT CHANNEL HIGH-HIGH LEVEL ALARM float switch ?^�l'�.' . r.......-...,•,.n WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI is activated, an alarm shall be annunciated and recorded and the upstream and downstream manual bar screen slide gates shall OPEN. _r 3. For each mechanical screen, the local control panel shall have an HOA selector switch. In the HAND mode, operation of the screen is initiated using the local Ni control panel START and STOP push buttons. In the AUTO mode, screen operation shall be determined based on either of two events: the SCREEN CYCLE TIMER or the SCREEN HIGH LEVEL switch override. F� 4. In AUTO mode, each mechanical screen shall also operate in conjunction with the :.� r,;:• slide gates immediately upstream and downstream of the respective screen. If �{C, either of these gates is in the CLOSED position, the respective mechanical screen ,, shall not operate in the AUTO mode. '« � S. The SCREEN CYCLE TIMER is the time period between the completion of the '� �:.�.Aji last screen operation and the next scheduled timed screen operation. The 't' '<^` SCREEN CYCLE TIMER shall be operator adjustable between 1 and 999 minutes. The SCREEN HIGH LEVEL switch shall override and reset the timer. F' 7 6. The SCREEN DURATION TIMER is the time period that the screen shall operate when called to start in the AUTO mode. The SCREEN DURATION TIMER shall be operator adjustable between 1 and 99 minutes. C. Screenings Conveyor/Compactor Control: t. . 1. The mechanical screens feed a screenings conveyor/compactor that also operates I via an HOA switch. If the screenings conveyor/compactor is not available (not in AUTO mode or non-emergency failure) the mechanical screens shall not operate in any AUTO mode. A screenings conveyor/compactor EMERGENCY STOP shall stop and lockout both feeding mechanical screens, regardless of operating mode, J with an alarm annunciated and recorded. r' 2. In the AUTO mode, -, the operator shall select one of two operating cycles via the SCREEN-TIMER selector switch. For the SCREEN OPERATION cycle (preferred operation), the screenings conveyor operation shall be interlocked with the ' operation of either mechanical screen. Upon completion of the SCREEN j DURATION TIMER, the CONVEYOR/COMPACTOR DURATION TIMER shall initiate. The screenings conveyor/compactor shall continue to operate for until completion of this timer. The CONVEYOR/COMPACTOR DURATION TIMER : shall automatically reset upon the completion of each SCREEN DURATION TIMER. The CONVEYOR/COMPACTOR DURATION TIMER shall be operator r � adjustable between 1 and 99 minutes. 1 3. For the TIMER OPERATION cycle, each time the CONVEYORICOMPACTOR ` 1 CYCLE TIMER expires, the CONVEYOR/COMPACTOR DURATION TIMER shall initiate and the conveyor/compactor shall START. Upon completion, CONVEYOR/COMPACTOR DURATION TIMER shall reset and the conveyor/compactor shall STOP. The CONVEYORICOMPACTOR CYCLE TIMER shall be operator adjustable between 5 and 99 minutes. i 4. In AUTO mode, if the conveyor/compactor stops during mechanical screen { ' operations, a CONVEYOR FAIL alarm shall be annunciated. C54199-00 13450-9 SUPERVISORY CONTROL SYSTEM 1s RO— 3/19/01 r ' �.�-.-,-.�. ryf}«w+v. s "N'.tw!M4XS:ASLLk%btYw++.,+. • N.f.RV.14yL}`MlfiwdXSil'dtW 1NAAr..! 7w, — •••w.••,°! �j: SF ,.Y' Vie .: ..i + �+�iLttwdS ihf w�i any« 2 ,e I e •, S 1 t WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI 5, A potable water solenoid valve shall open intermittently to `lubricate' the screenings compactor/conveyor while it is in operation at an interval and for a duration designated by the manufacturer. D. Grit System Control: ti 1. The local control panel for each grit chamber shall have an LOR selector switch. In the LOCAL mode all operations addle operation, grit pumping, and grit conveying) shall be manually started and stopped using local push buttons. 2. In the REMOTE mode (preferred operation), control shall be through the SCADA system. The operator shall have an HOA switch on the MMI. In HAND mode; the operator shall manually start and stop equipment with operations similar to i LOCAL mode. 1 3. In AUTO mode referred operation), starting of the � (P P ), g grit removal systems shall be based on the PLANT INFLUENT FLOW. Except during periods of maintenance, at least one grit chamber shall always be in operation. This grit chamber shall be the LEAD GRIT CHAMBER. By default, the other grit chamber becomes the LAG GRIT CHAMBER. The lead grit chamber shall operate as described herein. The la grit c g g ' chamber shall come online (upstream and downstream slide gates shall OPEN and the grit paddle shall START) after expiration of the IJ MECHANICAL SCREEN DELAY TIMER. If it is not available (NOT IN REMOTE or GRIT DRIVE FAILURE), an alarm shall be annunciated and recorded. 4. If the lead grit chamber does not match the lead mechanical screen Screen #1 [02-DRV-201] and Grit Chamber #2 [02-MXR-302] or Screen #2 [02-DRV-202] Yy'AIVtiN ;. and Grit Chamber #1 [03-MXR-301]), the grit channel isolation slide gate [02- s fy; r°I "j ;•, ' SLG-207] shall OPEN. If both mechanical screens are operating and one of the r grit chambers is not available the grit channel isolation slide gate s h all OPEN. Also, if the bypass channel is OPEN mid the upstream slide gate for Grit Chamber r #2 [02-SLG-308] is CLOSED, the grit channel isolation slide gate shall OPEN. ;1''"' ""` '' Otherwise this slide g ate shall remain CLOSED. ' ;G „rtiti;1r 5. In AUTO mode operation of the paddle shall be continuous with grit pumping an operator adjustable timed operation. Operation of the grit paddle in AUTO mode shall be dependent on the upstream and downstream slide gates being in the OPEN position. If the grit system is laced in AUTO mode and the either the P g Y P upstream or downstream or both slide gates are CLOSED and in the REMOTE position, the gates shall automatically open. • 6. In AUTO mode, grit pumping shall be initiated upon expiration of the GRIT PUMP TIMER. The GRIT PUMP TIMER shall be initially set at 24 hours, operator adjustable between 1 and 48 hours. 7. Regardless of operating mode, when the grit pumping system is started, the vacuum priming system shall engage, starting the GRIT VACUUM PRIMER TIMER. Upon completion of system priming, the grit pump shall START and the N.� � { GRIT VACUUM PRIMER TIMER shall reset. If the grit pump does not start tY £' �N before expiration of the GRIT VACUUM PRIMER TIMER (operator adjustable C5-4199-00 13450-10 SUPERVISORY CONTROL SYSTEM RO—3/19/01 �y '�';;.� nar.Yw.vaw8.."','ix.EksakekkY'..+a..x,'a+.vr •.•.-:*+nark eurfl,r^twtyvr. .• ,w,.m:wxu , w t a,6ve.,n mnsvta . f 4N �+ '5��Y. •� f 1, Nql I." + 1 � e. as f 7 i i� + j WATER POLLUTION CONTROL FACILITY EXPANSION l CITY OF JEFFERSON, MISSOURI t between 10 and 90 seconds, initially set at 60 seconds), the GRIT SYSTEM PRIME FAILURE ALA.RM shall be annunciated and recorded. In AUTO mode, I` the grit dewatering screw shall also START and the GRIT REMOVAL TIMER shall start. Gait pumping shall continue until expiration of the GRIT REMOVAL TIMER, which shall initially be set at 10 minutes, operator adjustable between 1 1 and 30 minutes. After the grit pumping is completed, the um shall STOP and the GRIT SCREW DELAY TIMER shall start. The grit dewatering screw shall continue to operate until the GRIT SCREW DELAY TIMER is completed, after which it shall also stop. The GRIT SCREW DELAY TIMER shall be initially set } y t for 3 minutes, operator adjustable between I and 10 minutes. 1 -� E. Centrifugal Blower Control: {fir l{ f{V 1. The centrifugal blowers shall be controlled through the sequencing batch reactor (SBR) control panel. Each centrifugal blower shall operate through a variable frequency drive. The SBR control panel shall determine the number of blowers to operate and the required operating speed for each blower to provide the required aeration for the treatment process while avoiding blower surge conditions. 2. Operating parameters for each blower shall also be monitored and appropriately alarmed. These alarms (INBOARD BEARING VIBRATION ALARM, OUTBOARD BEARING VIBRATION ALARM-, INBOARD BEARING TEMPERATURE ALARM, OUTBOARD BEARING TEMPERATURE ALARM and all drive and motor alarms) shall be annunciated and recorded. 3. Normal operations shall have Blower #1 [03-BLW-701] supplying air to Reactor ,,;,;,;?:'i';• #1 [03-TNK-501] and Reactor #2 [03-TNK-502] and Blower #3 [03-BLW-703] supplying air to Reactor #3 [03-TNK-503] and Reactor #4 [03-TNK-504]. Blower #2 [03-BLW-702] shall be a standby blower for either pair of reactors. The MMI shall provide a REACTOR #11#2-OFF-REACTOR #31#4 selector switch ' for operation of Blower#2. The normal position of this switch shall be OFF. If either pair of reactors is selected, aeration control reverts to Blower #2 and the respective reactor blower is taken offline (note that this procedure also involves manually opening and closing header isolation valves). , r•,r F. Tank Sequencing: 1. Tank sequencing shall operate on a timed phase basis. The SBR process is comprised of three distinct operating phases: AERATE SETTLE and DECANT. IFor each phase, the coiuitdown time shall be displayed Each of the two pair of ' reactors shall operate on a complementary basis so that while one reactor of the '`'' '``'"`'=`''`' P P azy pair is in the AERATE phase the other reactor is in the SETTLE or DECANT phase. The SBR process shall automatically adjust for high flow conditions to increase the throughput capacity in high flow conditions (STORM CYCLE vs. NORMAL CYCLE) based on the PLANT INFLUENT FLOW. If the STORM '.; h `r CYCLE SETPOINT is reached, a STORM CYCLE DELAYTIMER shall start. The STORM CYCLE SETPOINT shall be operator adjustable between 20 and 45 m d C5-4199-00 13450-11 SUPERVISORY CONTROL SYSTEM a '' RO—3/19/01 n ti.,.....—•--- y,f k. vanes � 1, j� ..�ti Fr lot { { ( ' .. 't r t 3 :� fST �t :t�' yi`I��l r.•, .,}, �. � r. .. s tr t r •it tt ,I 1 7 Rt,i{4w ,. .:. t a.,«. o..f.r ............... •......... .. .,.., .. .. .f .. • }M WATER POLLUTION CONTROL FACILITY EXPANSION ' 1 CITY OF JEFFERSON, MISSOURI 1 �1 ( J initially set at 30 mgd. The STORM CYCLE DELAY TIMER shall also be �_�� " operator adjustable between 10 and 60 minutes, initially set at 20 minutes. If the PLANT INFLUENT FLOW drops below the setpoint, the timer shall stop and reset. After expiration of the STORM CYCLE DELAY TIMER, the SBR shall switch to and operate under. STORM CYCLE parameters until the PLANT , ) INFLUENT FLOW drops below p the NORMAL CYCLE SETPOINT (operator ;•:-':.:�� .. adjustable between 20 and 45 mgd, initially set at 30 mgd). If this setpoint is r;` reached, the NORMAL CYCLE DELAY TIMER (operator adjustable between 10 and 60 minutes initially I y set at 20 minutes) shall start. If the PLANT INFLUENT Y�L • ;: < LOW exceeds the NORMAL CYCLE SETPOINT, the timer shall stop and reset. J Upon expiration of the timer, the SBR shall switch back to and operate under NORMAL CYCLE parameters. xY�� 2. In automatic operation, the processor shall at all times maintain the proper 'i'`'j'.R:,:. •.9. sequence of operation, even in the event of power failure. All phases of the process and equipment shall be interlocked so that the process cannot be upset. If an equipment failure takes place, an alarm shall be annunciated and recorded. i Time critical sequences and other process variables, including aeration blower 1 operating time, waste sludge pump start time and operating time and decanter lower rate, shall be operator adjustable. p g 1 E'l G. Dissolved Oxygen Control: `''=is;t�; 7zit4 ., . j 1. Each reactor shall be independently controlled. Dissolved oxygen control shall be provided to maintain a set dissolved oxygen O level in the SBR basin during U4 <{ the AERATION phase. The TANK DISSOLVED OXYGEN LEVEL shall be " �•r;;,.; ;��: , unction to displayed and trended w ith a minimum 15 day history.• A PID control f ''"3a'•wf..tri, p the respective centrifugal blower variable frequency drive shall be used to control DO levels. The control system shall control the air flow to provide only the p y WW`l amount of air required to maintain the TANK DISSOLVED OXYGEN SETPOINT a•, which shall b }' e operator adjustable. table. ,,, . ,,,,•�:.,•, y: H , { zy� try Decant rn, Decanter Control: speed shall be controlled 1. Decanter p olled through the decanter v drive � variable frequency 7 ��,,:;;, (V The speed is determined b the )• P y SBR PLC in order to maintain a uniform �;y .,• �.+ 4, ';� vertical lowering velocity of the decanter weir. Rotary limit switches mounted on h 0 g n' tary F `s t.l7 ! •:`-:�� the decanter actuator shall control the maximum decanter travel. In addition, there shall be a decanter local control station for each basin consisting of a fours position selector switch in a NEMA 250 Type 4X enclosure. The local stationi`�' ° ' allows manual RAISE and LOWER control as well as OFF and A UTO control. ;•, 2. If the decanter local selector switch is taken out of AUTO, the decanter shall Oil, y, ';. return to the predetermined position based on the SBR operating phase when4 returned to the AUTO position. ¢ . C5-4199-00 ,...,' 13450-12 SUPERVISORY CONTROL SYSTEM ; RO—3/19/01 f� wa+rrNOMi?lmY.2iPPeRtw.,snl+nen.F j ` "' , t •nv.wW +l>+cuyC.74.4>Sf.>,,•v u:n,+*• rwNUw w..ru•!w r- r ' t { (3+.iii .. t r f t,,1Y �� I•�f !' T N s 7 : WATER POLLUTION CONTROL FACILITY EXPANSION ' CITY OF JEFFERSON, MISSOURI 1 I• High Water Pump Control: y 1. The high water pump station consists of four constant speed submersible propeller .,;. pumps. The high water pumps shall only be used during periods of high river ` i bl stage. Prior to operation of the pumps, the operator shall manually close the :.:..;,. pump station sluice gate. Each high water pump shall have an HOA selector switch. In the HAND mode, the pump shall run until the switch is placed in the OFF or AUTO position. In the AUTO mode (preferred position), the pumps shall be operated based on the HIGH WATER PUMP STATIONLEVEL. 2. In the AUTO mode, the operator shall select the LEAD PUMP, LAG PUMP, and LAG-LAG PUMP (the remaining pump defaults to BACKUP PUMP). As the HIGH WATER PUMP STATION LEVEL reaches the LEAD PUMP ON setpoint, ` the lead high water pump shall start and operate until the HIGH WATER PUMP STATION LEVEL reaches the LEAD PUMP OFF setpoint. If the water level continues to rise to the LAG PUMP ON setpoint, the la g pump shall start and ! operate until the level drops to the LAG PUMP OFF setpoint. If the water level `:.,..;,>:'' continues to rise to the LAG-LAG PUMP ON setpoint the lag-lag pump shall start ` and operate until the level drops to the LAG-LAG PUMP OFF setpoint. If the high water pump station high level switch is reached, the HIGH WATER PUMP i; STATION HIGH LEVEL ALARM shall be annunciated. At this level, the backup PUMP shall start and operate until the level drops to the BACKUP OFF setpoint. i.; 3. The pump setpoints shall be operator selectable. Alarm setpoints are fixed and 1 are adjustable only be physically moving the float switches to different elevations. I, , Preliminary setpoints shall be: Setpoint Description Elevation �� High level alarm 550.0 $ Backup pump off 54$.5 Lag-lag pump on 54$.5 -� Lag-lag pump off 547.0 Lag pump on 547.0 ; Lag pump off 545.5 P Lead pump on 545.5 f'. .i Lead pump off _ 544.0 Low level alarm 544.0 4. In the event of pump failure (PUMP MOTOR OVERLOAD, PUMP TEMPERATURE ALARM, PUMP HIGH SEAL FAILURE ALARM, PUMP LOW `;1;;}; ;; SEAL FAILURE ALARM), an alarm shall be annunciated and logged and, if available, the backup pump shall start and assume the role of the failed pump. 1 l t C5-4199-00 13450-13 SUPERVISORY CONTROL SYSTEM '' RO—3/19/01 .r ,r� " y, '�`�^ d+Y.:.S1Yk`� Cbisl'�'1r•S'Z2-+.lr+C''rv«.,r. i ,...+•+v.m wwew•ssawtza}rueN.... ... ... v*xww.c'«..w+..- -? , r / - f r . ._ .. •.......... .. .."I,, .....gin r ,. .......- .' ......,. ,., .• , ..,,.._...... . .r.......n.wvr;l.r,euiax�lla7n5"r[e�Y 7t;.'i,'7.��'F .� ! � 2 i�) i WATER POLLUTION CONTROL FACILITY EXPANSION �'R ' CITY OF JEFFERSON, MISSOURI J. Influent and Effluent Sampling: 1. Influent and effluent composite samples shall be automatically collected using j refrigerated samplers. Samplers shall have internal programming capabilities for sample volumes, sample intervals, and sampling cycles. 2. Sampling by the influent sampler shall be flow paced based on the PLANT ; . {. INFLUENT FLOW. A dry contact closure shall be sent to the influent sampler ;{ every 10,000 gallons. 3. Since there is no effluent flow measurement, effluent sampling shall be based on an assumed flow rate that shall be determined by the number of tanks decanting and the type of cycle. With one tank in the DECANT mode under a NORMAL cycle, the assumed flow rate shall be 20,37 mgd. During the DECANT mode, a dry contact closure shall be sent to the effluent sampler every 10,000 gallons based on that assumed flow rate. If two tanks are in the DECANT mode under a NORMAL cycle the assumed flow rate shall be 40.75 mgd. If one tank is in the DECANT mode during a STORM cycle, the assumed flow rate shall be 33.33 mgd. Finally, if two tanks are in the DECANT mode during a STORM cycle, the assumed flow rate shall be 66.67 mgd. T_,'r 4. For effluent flow sampling, consideration shall be made for the time delay between the start of the DECANT mode and the arrival of flow to the sampling point. This will be indicated by the rise in the EFFLUENT WET WELL LEVEL. f''. ,r°�``aw' .•. 1 K. Plant Water Pump Control: "' ' 1. Operation of the plant water pumps shall be manually initiated. If the local ' izl {fir ti"•5��;:��; HAND-OFF-REMOTE switch is in REMOTE mode (preferred position), the operator shall start and stop the pump through the SCADA MMI. If the local � ,�„fit>x, ,•��. selector switch is in HAND mode, the pump shall start and run until the switch is <<1 ,� , � , ...,, placed in the OFF or REMOTE position. ?;i t` uJrhY L. Return Flow Pump Station Control: �"��s��• �ti4. 1. Operation of the return flow pumps shall be based on hard-wired control with - ;� float switch operation and automatic pump alternation. RETURN PUMP : , STATION HIGH LEVEL ALARM, RETURN PUMP #1 MOTOR OVERLOAD, and 1= ' .•``,..a RETURN PUMP #2 MOTOR OVERLOAD shall be annunciated and recorded. k M. Biofiltration System: t ;, 1. The biofiltration system shall run continuously with manual ON-OFF operation. C5-4199-00 13450-14 SUPERVISORY CONTROL SYSTEM j y ' RO—3/19/01 r S hw+-'Manyf t�.tUtMll�ix+M+wwrw..t ln-*••^^^ 7 r t.; 't.' rmrnuWyreM1tyl,nh.0.nrAartr./rr. n.«vw+ws3Rra,'K.vfu:0ril�W .7 �nJ iF_ ;t' }{'rl7 rrtl��1 S t 4 r Y Tt �f�'F I'M * A *d k i N N sitljf,�3�#^ XIS. t ,cS Z4iy,`'�5��4t r. ,3 , r:rl r^1.t i'Pis'a;l?k?!rt ".t Y.-;r::Ct\24�i,,:fel i>'. r { S �4a t: d! i v. 5 }. i t. 7.4. t �..1 .;{•n..{ } :�s'}, P+ .)r,Y' No*i,rfs fi�•?T � 5'� f s:.S" i. S ,kt .�j f _l,.r a l? f fF } �:i .t•� 4� .Y,F .4a'•r,l<'� / {7. 1��iy v , ±ail ,.'1R. i<4A- t ��r �:% flt �.E It t •s i r ,t,,tr, .l,�:v �r^ ,�{{r.t� �,",.a. 7{ .cR J:18 5 �••,F•uC•f.'k'slil,.r .„,1.s (� .a 7 , y .J 7,,X y r} ( .,.r a•. .r,'A,f, {.'♦:S:', sr'�1 1 ) •'�4t `v z 4• 7. t 4. ,,, t.. 4 .�..:`.. POP" I i7,,,n f t C j"x, eft r. i! I. 3'i. 1 � ;�t }Y �^ 'x6?' 1,: r Ya i4 is_ 4>r gt.. i} Q, a t ..i • tc.r.•.�1.,tF, ,%.x4rrr•i�,>f�,.t�„ ?.. ; ,5 s .z 5 Y. ,1: i 1 S,. , ti , .l. �' }rpi7'r„1��Y�� '� tn1.?' .t.. .}<.. .� ,r r`r i +.t.,,. r.•: r,. .t�°t4(.t :•,�;i Ia 'ir'ti a"s�r;�'��'`a'i �p�i`±,�; ,•, ;��rt�7�t� �-..t,;i..gs "s '? r\' t; s, 4 ,;. ,Sr.r 5. 7.T?.,.SrirF"f!t,�"�.1.�f,� ri)..�!?rt .$ t % i :^ r5,ytt;+•4'i(.:"r.:"rtq•;r 'J.� s �' 4ti si, ,.� ttr ! t- 5; ,r,, sS� ,.:F.,� y.• ;2,. ,o .a"t. r. N,a�., �'' ' .,.:,.i: :..............u.Ka+,.r!-nmr,V!>r".^+R,ir1W.�R+rtti:�'.N+c. w*.+..,;, .,...c,.:... ..........W ..,.w.w,v..bv+tveaax:'i'r�.•1.l Nia,wn!.dM*.x,.+isrh,«•......r,,.... .. ...,..,..+.s;.z.,ri1r.:�rin+�:if.wvsl'sd..,..u. ..'c:.v.. r+sr `� fv ' 'rya jr WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI N. Electric Valve and Gate Operators: p } 1. In addition to the basic controls outlined in Article 3.1 in this Section, additional information received via DeviceNetTM communications as outlined in Section lM ; 13445,Article 2.4, Paragraph E shall be displayed and monitored. p}.=s ta•Frty 0. Uninterruptible Power Supplies: 3 31� 1. Each UPS shall be independently monitored using UPS manufacturer-supplied r' software. Software shall monitor each UPS and annunciate any UPS alarms. u• Software shall also provide for orderly shutdown of connected equipment in case. of prolonged electrical outage. P. Plant Electric Power: 1. Incoming plant electric power shall be monitored. Parameters to be monitored 't include kW, kVA, power factor, voltage, and amperage as well as phase imbalance, loss of phase, and phase reversal, .... a Q. Integrated Monthly Reporting: j� '1`, 1. Plant information required for completion of monthly MDNR reports shall automatically be downloaded on a daily basis into the Excel spreadsheet template ' ;;. -{ from EnviroWina Software. END OF SECTION 13450r . :Sr��i,, t`.r I,k 0• . 4'�ay1F 9z' 4 T7 tr•nL�t; ,ra. JS�.,�b'+y� ��F�Up,�,',.>t4f�.,' C54199-00 13450-15 SUPERVISORY CONTROL SYS'T'EM RO-3/19/01 l J """"1 .!. �rrr.�±•h,ew r, .•n�ri-*rf•....w,. 'r17;tn�TL;Tay"•its'^`�44:. 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F t , 1. t.. t., f '�:., „{,�`2k,y �•ik47 .� ar �s #. 1n4`�:.t•.S;;ti^ ;;Yt., 'i r ,5 t.„ ..4;, :,tr ti. ,t: ..,�<;�.,t.l h.,.,•ly'.>,,,.}, :'Y?f,r• d:;waat .rc4�`.p.t>. �n�IP !.a;'t �t+. r 3P(, r �, nw t � ' t.,,.. -' . - � - ..- . . ' I � � ! i�, i•t9li +;EALt�r�nd.4 ��- i} Q yJ, � y JJ r: x � .,,• , r . +, r i it y r �r r?,tf�f5t=try �! + f rr .,... .. .,.-u.....v.w .. , ,,. .,..:... c.,5,ry'f.it,Wt4K1 if'•XJ':4�i vw .�., wc(sJ.:��J iJ{, '�tl�Jt t? WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI r SECTION 13455—PROGRAMMABLE LOGIC CONTROLLERS PART 1 - GENERAL y r RELATED DOCUMENTSA A. Drawings and general provisions of the Contract, including eneral ��` `�'� +' g and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY V A. This Section includes requirements for programmable logic controllers, operator N4? interfaces, and accessories, including: 1. Power supplies. 2. Chassis. r 3. 1/0 modules. 4. Communication modules. 5. Fiber optic modems. 6. Programming software. B. Related Sections: The following Sections contain requirements that relate to this Section: 1. Section 13430 — Control Panels, for PLCs and Ols provided by equipment manufacturers. 2. Section 13450 — Supervisory Control System, for integration of system controls with local controls and coordination of on-line programming software. 1.3 REFERENCES � . t A. National Fire Protection Association (NFPA): Electric Code —National Elec (NEC). w ' NFPA 70 � 4 B. Underwriters Laboratories (UL): �.� bora Connectors Soldering 486A — i �y�:•.t. Wire Con ors and g Lugs for Use With } Conductors. 2. Use UL 486B—Wire Conductors for With Aluminum. �•.. 3. UL 508 Industrial Control Equipment. C54199-00 13455-1 PROGRAMMABLE LOGIC RO—3/19/01 ;u CONTROLLERS f.;C,+.S:dt•k✓•,i�l t r t ,i 4 2 r ; 1 ,. .rr•.,.»y. t �' rx jtti .,Y C.{ ,'r, ,,r•y.�F .r., }� _ :.i .;. t J �( ?. .1 .r•Y£ r } +� � : F•t ,Y:�'i�«ti-.».ft'I.'�} :t.�u� �r�i.�y�f;,,tn..,�;% ;i�t ,, �,'J nr. i ! ,t , sZsf•S .:ir,,r^f�5, rr' .},i�',--°r't ,,ifr'•Tu,' i`j�,, 7, }. t ,riS,i. ti t t..� � , r"C' •7 i ,_.,._,.. f. ��,.,. ,.,• ,Fr�;v'w s",7y.,: ,.,_ .Y,l?,�`'d`'=�t^.�'., •;.�1`-. '� J i,�: x� 3: .�sY_' ; r y, .J ..1 ' ,,4' ,.a ., , J?,;. 5i £ ;�r v: .it�4d.t:-,,<. :.� •.�?Y"� .3J.r..G;.i�', "ti'•�i't t a:� r;`(.S .t,n�..•S. ,.t a ..a. s ''.£ t [' } .t.. u1t f,r. 'yr . r gin} i" 4;.ri1y:3•>Y,S'?:.r+ylar,+f.: rRY .t •"('�'.y.,Ft��t. `�c= "�'�-t;,zr}l� ;{. , „q: r �/,, ,i,t t.�i: { '.r.. ,,,. �,. t =y ;:. .s'.` �' .�"'4.y,.1 "�•�?tk: +}t i''.k,;i' �i ��;�.;f:..tSJ3.t't � y:•,:,,,,rifa�!��,� f� � � r Y j,,, t 7. 5.1 y._y . ,Sy .-L,,,. �,( }Y1.;�i/. ",Y�, }. t�{. ,, t't�'}• •;%t'�:{'•''�„ "�, ,11 {„ .�.. r,`�, i , �i .,' t �'< .,\,:,� ,.t�.. �, .,u li ".?3 .r�fy.fy.i'J-�t2{��ev,t�,:� �}k}C`". ?;�`r-•�t7,. y-J,, .$':.�jf�f�'4e1,;t�,*., r.��, f�.5h 'G fdt `?l, ,�� :'-1' f ��t .,},3� 1,.� 1, t' {:; .t ti ts~r r G trr,.,„rr„..;+,,�.15s+;k3 iS"• ti r'�}�i jit tt ,icy ,.� 7 j � s a r i a '�r r: r, s , y `a {f r •' , t r t% J a�} i r f �> 5en� _h�t�T t }>1 { :::a x lr r r Q. , �j'f 't,r ,d o '� u +Yr•?i r{ �{ ' : 7-��ttl ft 2h 2 �..+�.+......w•..�. _....L... ......,.,e...x r. ..�... ,,.«. ..,.. ........., Y .. ...r,r,Ma,.n ...a.. _........ ...,.a,.., =.e,.,,e.+ti.«.,.. ...,,�vnw.w�ru..Rii�lt{�F?T!.u'rY,*Ixx��3 .x�f#`��F�J r'S., hj *.. >'. . a ! WATER POLLUTION CONTROL FACILITY EXPANSION {' CITY OF JEFFERSON,MISSOURI t 1.4 DEFINITIONS A. MMI: Man-machine interface. ' B. OI(s): Operator interface(s). C. PLC(s): Programmable logic controller(s). SZN'- D. SCADA: Supervisory control and data acquisition. 1.5 SYSTEM DESCRIPTION A. The proposed SCADA system shall be a network of PLCs communicating via fiber optic Ethernet using TCP/IP protocol. PLCs shall also communicate via Category S '' '' UTP cable from master control panels to personal computers and MMI� as outlined on ;5S•^'": e control network schematic. Communications from PLCs to micro-PLCs and other devices such as valve actuators and drives shall be via DeviceNet protocol. Personal rf Y 't� rlfr/i computers shall provide MMI and database capabilities with local OIs installed where i shown. 9 n 3t B. A minimum of 10% spare assignable input/output points for each UO type shall be provided for each PLC location. I 4f iSl�1 �r ,tyt fir' w 1.6 SUBMITTALS A. Product Data: ttJt9 s'r'r``t t 1. Submit manufacturer's product data sheets for equipment described in Part 2 of this Section including memory size, input and output capacities, and capabilities for each communications ca `'',�°i;•: ` .,,. a h processor. B. Shop Drawings: ! 1. Submit component dimensional drawings. 2. Submit wiring diagrams detailing wiring for power and control systems and `'t° �"�"°''' differentiating clearly between manufacturer-installed and field-installed wiring. ' C. Maintenance and Operation Instructions: � ), 1. Submit electrical diagrams with information on repair, troubleshooting, and ,.•. ��a��t-l��,�f.�;. p<�:,,{. testing. Include operational sequence description as well as programming documentation required in this Section. '•`.,`�.�� rye« F MM^„) N+.d � 't 4' CS-4199-00 13455-2 PROGRAMMABLE LOGIC ' RO--3/19/01 CONTROLLERS ! 1r ?y-rnw.yw.`aw {}umq[,�yttpy t .ww:.ww•.» J t rwx raryp�tatty t r t t � d fc�t.sr�;1+ ii;'• 4' ) �.1 V1r t•x � S.fi it ..71 'S ... '. t r � ) K^a.t l'Y �'i"h p r 4 +r .:e } i I r '! i .• {r k'.: � }.2' }} .r�tt �,,,l.I.� t�T).�t�'�� , � fit.' k,', ...� ii�:SJ�tj�5 �,, r} t•r i {r ...,r :+ {_, t z !( t 4t '<^jTc!! }r�'}�'117i ( r� +' •'.i rY qf��;6 rc,( V r, r r. z r't r i t t�" } � t t S) ;� ,r ! t tr b'"t v a i,•l�i�, k :Y r'.T 1}gif Aj�,S'L�4J t�^,1'�:'�a ,rlJt{}�} ,{.fa i i ty4 t•f t t !r { , � ,;}- � it Y�.t�i + SS�f�t �t}yhiP�� :) •,� �r NJ'.. 4f <x �rs� �E 4 , �bad s e ' � - � j"h r � - �r,{4 rri�E S}�'*ystF��ia•• . ,1,! . �},. +� 1{ t. S1.tt itr ��i'�jt 41•f, .. ' :.; � ';. ...:....:......it++v....r..at.r .. , _..........n......n,rgeerr,.mk:FRr...•.«: �,........... �.nx..u..w-+:r3a.r..ru...w....r utr. ��,��L��t. t r F f4 I I: WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI t + . D. Project Record Documents: >< 1. Submit complete programming documentation for each PLC on 3-1/2 inch floppy disks. Documentation shall include fully annotated reports and descri ption '` comments. Full sequence of operation shall be contained in running comments. Description and reports shall be cross-referenced. Q 7. 1 UALITY ASSURANCE r A. Regulatory Requirements: 1. Electrical Component Standard; Provide components that comply with NFPA 70 and that are listed and labeled by UL. 1 ;.,.' �F•S `{fir �, 1. 2. Listing and Labeling: Provide electrically operated components specified in this Section that are listed and labeled as defined in the NEC, Article 100. +- I I'f' Ip + 1.8 PROJECT CONDITIONS .i A. The existing wastewater treatment plant operations shall be maintained during the installation of the new SCADA system. r, 1. 1.9 COORDINATION AND SCHEDULING •j' A. Coordinate the installation of PLCs with the installation of relevant electrical and instrumentation components. 1.10 WARRANTY u." L� A. PLCs and accessories shall be fully warranted for one year after Project acceptance. y.f.�r:� CIS 2'!t:'�•':y'{:SI�',.'I,?"�, ar+ PART 2 - PRODUCTS 2.1 PROGRAMMABLE LOGIC CONTROLLERS (PLCs) '!s A. General: PLC programming software shall RSLogix 500 manufachred by Rockwell WW Automation(Milwaukee, Wis.). 7, b ,' B. Network PLCs: SLC 500TM Line, Model 5105 (Catalog No. 1747-L552) manufactured �4z by Allen-Bradley Company Incorporated (Milwaukee Wis.). S1°' ., " yrV, sa, f 211 C5-4199-00 13455-3 PROGRAMMABLE LOGIC RO—3/19/01 CONTROLLERSc "x f. .,t'�!� �.. +,. . �t{'t �ic;�t --'+. �. .. . � � t ti +'t'"++� it :;nt,. } {��'•j?+"Tr�f,':. ',;n•.�:$f44,t�4�;'+ t�, •;.:..i Ili ,+;t+t �' ` ( +.t t: ` }� t :.( ` t �. .'r{.,y i. ,,.r ��}fts(., , }. �,{ ,t..214 t.`.g�„t�`i�°�•{iW re�J.. ! F? S;?,?'. +tar+r .Y (r ,k i .i t c:• i '1,+ if S:ai r � e ,.Y t t s. aF �,.�f',�,�i}S(r4�'kL '{i r.+! �.,1. 7nttj'�,• +. r T ISS r,;: �. .`d '.1 ,i! i. + +,. �';( : ) J. .+..., r.o i r: , ,,,r,i 4;�r.c+;,1� .t'',�jv. �Y��L��•:.�, w rt. p:.,:t=':5:r7�Y, '• •Jr .,: , '4 •,. t 3 ,t. ..r, ;y,• 7(' 4 r..:r+({i; ,X 'j(�, !i,>`rii.•Fti;' tt ;f,S i .ia t ,tf:: Y7 Y Y: t` ,. , �,.1.. 7 r, Z• ,, •.f\i'.�i�'�'�r` .7.�N St �T� :•S.:ci+;, ��/1JJ �2ii. V4V.'.��. �. +r . + r i �� S. f, :S 1 + t 1�.tr.tf:'�tf! �t ( f t •!Y>;n�itin`+i ,':ii ,iC.^” f' �,n+, tc"r': 'r41. a c \ (' t i '} {,• i }, .i i_t i,: tt It ?F il. 'i 1� yti11•r}s,:u�,n., �f>.�.{�#;�1;1'�'.,�lti. .r• r..s r r 2} tt ' �ji .t t .,�{, � +�; (.' tr -..-.., rr �;t � t 1y + 't'7 5.. .4` �r .y f' ..yt�. u,1�, t Y .x .�, s•f •, r r1 f r ' r vc i '' t '> r'r �+ '.t n ' +' F U�r } 1 .. '}tv , t t � rc�RR'�' 1� ! WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI C. Equipment PLCs: PLCs provided and used for equipment control purposes shall ber identical to network PLCs. Micro-PLCs with DeviceNet communications capability may be use d in lieu of network PLCs provided there are adequate I/O points. Micro- PLCs shall be MicroLogixTM manufactured by Allen-Bradley Company, Incorporated (Milwaukee, Wis.). 2.2 OPERATOR INTERFACES (Ols) 7 A. General: Ols shall be fully configured for each application. Provide one copy of OI L^N"." , configuration software for each type of OI used on this project. OI configuration. software shall be PanelMate Power Series Configuration Software (Catalog Number 06ALL) manufactured by Cutler-Hamner (Milwaukee, Wis.); QuickDesigner (Catalog Number QDA-EDT-001) manufactured by 'Total Control Products (Melrose Park, Ill.); or equal. B. Large OIs: Thin film transistor (TFT) color screen, minimum 640x480 pixels ?, (10"x7.5", VGA) display size, with a touchscreen with a minimum of 384 touch cells, .� and DeviceNet communication port. Large Ols shall be PanelMate Power SeriesTM 3000 (Catalog Number 39STHX) manufactured Cutler-Hammer (Milwaukee, Wis.); 12.1" TFT QuickPanel (Catalog Number QPL-21100-C2P) manufactured by Total ` Control Products(Melrose Park, Ill.); or equal. 2.3 ACCESSORIES f A. Power Supplies: Catalog No. 1746-P4 manufactured by Allen-Bradley Company, 1 Incorporated (Milwaukee, Wis.). B. Chassis: Catalog No. 1746-A-13 manufactured by Allen-Bradley Company, Incorporated (Milwaukee, Wis.). Provide blank covers on unused slots. C. Analog Input Modules: Catalog No. 1746-NI4 manufactured by Allen-Bradley {I� Company, Incorporated (Milwaukee, Wis.). 3.i. D. Analog Output Modules: Catalog No. 1746-NO4I manufactured by Allen-Bradley Company, Incorporated (Milwaukee,Wis.).t,4{,i4y E. Discrete Input Modules: Catalog No. 1746-IB16 manufactured by Allen-Bradley Company, Incorporated(Milwaukee, Wis.). F. Discrete Output Modules: Catalog No. 1746-OB 16 manufactured by Allen-Bradley Company, Incorporated(Milwaukee, Wis.). G. DeviceNet Communication Modules: Catalog No. 1746-SDN manufactured b Allen- f y Bradley Company, Incorporated (Milwaukee, Wis.). ...............`te C54199-00 13455-4 PROGRAMMABLE LOGIC RO—3/19/01 CONTROLLERS 17 4 �' +iA ""'„'ra�umt'HVP0.%tta',t�:�,U'bw,,auttKrr.r+er,naa'..a.»' ..•• .rv-.•e,.,..vm,ware*,ra.r�.;`Cka+r's;YFn n;�.,wn.,.,,..,„,.•.,. wm»rrnxtratxtekt++ur'rtaee"'"r' S 7"-qx h�tv`E 4 ! t y r t 71 r R4 �JA NIP 11,111 , 1 t 1 it E l I S t l 1, ,....1.. ........................ .rr :.,_,_,.., ..,,... ... . .....,...,.,• . ., .a .. a ,ns•.,.,.,.... .. . ..,�,»-. w .��v».. .,ar.....,.«- .,,..,... .. ,_..,...,6.,rw-.. ..,r..Aeirr».,w•,...i.. 1 Jr. ,!I WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI � r t.. H. Fiber Optic Modem: Panel-mount unit with dual channels configured in a counter- f rotating ring IEEE, 802.3 Ethernet network with multimode fiber optic connectors. ' Device connection shall be 1013ase-T using J45 connectors. Modems shall have on- g ¢ { line diagnostic monitoring, self-healing communication recovery, in-line signal monitoring, preamble regeneration with signal timing and restoration, low signal level ;1 annunciation, and selectable wavelength. Fiber optic modems shall be Model Number OCM-ETH-85-P-D-ST-24V-A1 manufactured by Phoenix Digital (Scottsdale,Ariz. . PART 3 - EXECUTION S 3.1 INSTALLATION A. Install all PLCs in control enclosures. B. Wire all I/O module points to terminal blocks, including spares. Use spade lugs to connect conductors to the PLCs. Spade lugs shall be Part Number 53120-1 (#22-16 AWG) or Part Number 53123-1 (#16-14 AWG) manufactured by AMP Incorporated (Harrisburg Penn.)or equal. C. For PLC control enclosure wiring and labeling requirements, see Section 13430 i Control Panels. �y 1FJ I - iC��!R1�i:birl:i.. .; 3.2 CONNECTIONS ? A. Drawings indicate the general arrangement of instrumentation and cabling. B. Electrical: Conform to applicable requirements in Division 16 Sections. ,rM ^t'j'1 j 1S�p ,• j C. Grounding: Connect CPU to frame ground using a green ground wire and grounding M"? bracket. Branch ground conductors to a central earth ground point to ensure no .� conductor carries current from any other branch. Tighten electrical connectors and {'' terminals, including grounding connections according to manufacturers published torque-tightening manufacturer's torque values are not indicated, in values. Where use .; those specified in UL 486A and UL 486B. '' '.u J7 t a rt� ¢ • � •}�rj vt�ry r v yriA,7 v, ^}y+i i g0la 4.113t b Vlw'.. •,:h,., C54199-00 13455-5 PROGRAMMABLE LOGIC 4. RO—3/19/01 CONTROLLERS nr�@.uil3iC+Y.!Fws°C'r+.q'" .7, 'rt^Y. .mrrrrc.r¢r'N+�rormmY+n+r..•e•--• .'.^a�' .+..Pwxr+nwl:6Yl.! ,..+.t..,-i. t "z•'v..-•.ri-,;r y t, >+t�i} ` '�'.af:�j y U t. r t' .t •:e. 't+ Y r r +' ;,i ti r .r=,.i;?:,ii;r1 :,.,4t x' �tl}r"�it s�.� :r fi�.rt fJ:Y lyi 1 J i.) f f � f, '4 '1 1' �t:. , ,.t•' t•r 4 r �;lz 1'l? 7if7.1. � .r.rl ��•;k.,, iyt. '1„1 } r! , s t r r �: { 1 i � ii !” C ti'" 1''r„s.�/ tr.�t r., �F ti; 7. .;$v('(:i'.�+^.;,ti!' t:! � �'I .'4'. t ,� ) .1y, ? �r• �t t:. '�; .s t t'e .ar.F>, v,T. ,/"c#sr},471,..�.,a g, jh•X•cr-' .!(:. + S ¢ >♦1w. r r r Y r n (( �( 'r K �,';', r 't 'r v � 5 1 +? J 1 ! �}� f 7 i�u r s 4r ; 2'.X T i 7 I t J .+'Yr CJ� 7 b•� i� "'t >�rI I , r. r, , t 'd{ .7(n;:Y��'i `�'t-lI 1*,�t� f� t t t t .ai Ik.ra„v�i}�•6,��r5 reK� �`z�r f.. t.}}.>r'a-".;�>. 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Location -*k-A> `. Type Provided By 5�'`'•�'��;�' �'" • ` 02-MCP-002 SLC System integrator +, 02-LCP-202 z ' SLC Fine screen manufacturer 02-LCP-301 MicroLogix Grit system manufacturer 02-LCP-302 MicroLogix Grit system manufacturer ' Tk 03-LCP-501 SLC SBR manufacturer w ; 07-MCP-003 SLC* System integrator (� A ` * Replace both CPUs in existing control panel. 3.4 OI SCHEDULE '`"`' r kY I kit Location Z a Provided By '`�• ��r`sf"i�.��,'.` i f y'�1;5'1 :..}Sri;•:� 02-MCP-002 g System Lar a OI integrator '�j ' ;�'•�Sa,,. 03-LCP-501 Large OI SBR manufacturer g'}-�yAT,iZa.:5, i END OF SECTION 13455 % +`a' um 8 ""; K � r �,��wa: sr.t.�.,r• �V�„y .fin r a�•Yr t{`,A4,d y"t Y I C54199-00 13455-5 PROGRAMMABLE LOGIC `? RO—3/19/01 CONTROLLERS 'n+ I P; � rry R't^M'""„1"y§'lr�,''e.!mod' ?'.'�.i�h'a m�+..1,j`'"!c'+!F WSfPi�l""c:r.,.--r•�.R,....«.....,r,,.,7•r,,,,rh�i„ a'•P�MWAM. t,,,in.'7}'''rS't°{"„rjy3>i y,'. 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't 1� it t,��:h Js{. rtzr~F`rr•HvriLtrul °.^, �;:,�,$^ i.r.+!r...s�u u � ! 5,'t y5 r 1. � u rt' �s �S �� ` '•''ti ..�,r "�'.`t,v r '�a .��5' "''i .Lts a r;'+,'t' ,yt y'�f;/ f � �i.1 t1 a 1 6 i`t.(,'r' },. d^•i �•'71;�.ry n}t',5 5i r3 5^Nr.'` �`' e'IY,u:•'a�'�'r.�.'vr t�,t: �*Lri? ti"^.".S:{�,;r rrzra;'i Yr3};�-r.4 .h.v�,} tot ty t r j .r. i, s t t f Vt kt t fir; �; �: A ;.:.l ',4' i..,c (x I t t �f. r. t t e s4,7. :}' r> ii4?.�tA•�.kj.S:•��i 1,",Y °x, .f y3 .tm'} ��•�k,2r.h d2., ��y ( �I` y..} 1 t t ;� +•l yy � 4.. � ,� ' y 'V��li'^_£ ,ra{f. .X• 1..5 � M t Okt . a:c�5i a}�eJ�X' ,�°'f f , k Jt t i ..ei?t j i 14t( �31•. �Y r+.�r•!' �s�' c a a4 ';, t < r r�, ,„ i r',r f•. SV- r c,; 5 x ` t , # r ' ' j ;'� ,�t.rY' �}r'I 1,tif txz r i i ��t t` s ( S t) t A(y�fHg1'•4� a r r�?Y�-r�({r }jk .W..,•ti.. ..µ..:+w:..44,«."....... w,..... ....,..:.:.r :.....,,.. ..•.,. .._. .... w..r. er.or.'vavr... ...•....._... ..........0✓mr,....r:r rcu....w."W..n..J ` r�prrf1 t, �., WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI !. .4d C 7Sr • 1 t SECTION 14551 - SCREENINGS CONVEYOR/COMPACTOR PART 1 - GENERALr�' s. 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary ,yfL Conditions and other Division 1 Specification Sections, apply to this Section. " ; 1.2 SUMMARY A. This Section includes a combination shaftless-screw conveyor and compactor to transport screenings from the two fine screens and deliver compacted screenings to a dumpster. ;G-Y;;`,j;, it , ;, J � kri ft:'f rr� a -� 1. See Division 11 Section "Mechanical Screens" and Division 13 Section "Control Panels"for the control panel requirements for the screenings conveyor/compactor. 1.3 SYSTEM DESCRIPTION r;;•4„� ,:,, A. The conveyor shall be sized to collect intermittent loadings of wastewater screenings, with a maximum sphere size of 11-inch diameter, from two 6-mm slot fine screens, and convey, dewater and compact them without spillage, jamming or clogging to a �.k,; �}f:;:. ` discharge point as shown own on the Drawings. 1. Conveyor capacity shall be at least 140 cubic feet per hour. w 2. System shall be capable of continuous operation, 24 hours per day, 7 days per week. 1 3. Screenings shall be 35% minimum solids and 50% reduced in volume after `F dewatering and compaction. 1.4 SUBMITTALS A. General: Submit the following n accordance with the Conditions g of the Contract and •�' t, �w,,, •. Division 1 Specification Sections: � t 1. Product Data. 2. Shop Drawings. 3. Operation and Maintenance Manuals. Fy' ' �r' .1:fr t f�\iJ'bV s' 4. Manufacturer's Product ct ,. t_ r C54199-00 14551-1 SCREENINGS CONVEYOR/ 17 RO—3/19/01 COMPACTOR V��N""";",rr17 }�t..y: ��1��E�f't.4' i7zcW?i?!!*.r :' +ww>,wn�+,xsr:nn.4.+.-.---'.-..•.... �..-.--„•:,.'..+aqn o�ns�tww art t'^Z"^"--""°�^e�t�Pa+t'1�rr S rt?'Y;I f �. �f>�,t�..s. '�,5t"n'r`a t'fvv�+'Jt�;,4jtL7 5J V i.;�i�w'y t.?x�t,t4 rt".y S.a!t . 'Sr.}jpII,:v rrF�”V 1,o S. 1..}i,: j 4 ,ff 1 l..t 3r ,..{ t .t', i Z :•r V i i'n l I s i t t ,si:'r ., F s.1 1t�•'.I.r4[:r�, } r ''i,1 tt i .4..3: r f�t � .l ,."tv o�x�r ltr ttl�e' �, ;5 •,1�i�,' •; t .` ,i;, J t., 1 r;, r. c ,.� r� ,i t 7. } + tir•, F I ry4; y ,.K r. iAyt :,'J} • k 1 ` .. .. r 'Sr,{T 1. ,3 f�`7. •r. , .'.. Al. , , •. .., yr+x5 ,w r.ns.,f..,.,,J S.:,r.Min aY.hfir:'.TA��tJ�}.M1�t�'4��" y`i'F'f'• t� r1q' 1 fiWATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI B. Operation and Ma mtenanc e Man uals shall be submitted prior to making a pp lication for C ...., payment exceeding 30 percent of the Contract Price. � 7 1.5 QUALITY ASSURANCE •±.,, ,,•. A. Manufacturer's Qualifications: Manufacturer of the screenings conveyor/compactor l shall have not less than ten installations of comparable size in operation for at least five f years. w � : B. Screw Conveyor Design and Fabrication Tolerances: Comply with Conveyor t Equipment Manufacturers Association CEMA Standard No. 300 "Screw Conveyor x ` Dimensional Standards, and CEMA Book No. 350, Screw Conveyors. C. Drive: Comply with American Gear Manufacturers Association Standard ` r`-• No. 6009-A00, "Standard for Gearmotor, Shaft Mounted and Screw Conveyor Drives." `i. i 1.6 WARRANTY A. Special Warranty: Written warranty, executed by manufacturer agreeing to repair or # . r. ;. ." replace equipment that fails in materials or workmanship within one year from the date of Substantial Completion.. ,,`l�`--�+ �{�2"•�`��"��h� I ' PART 2 PRODUCTS 'r` t;,,y`.z'• 2.1 MANUFACTURERS A. Subject to compliance with requirements, manufacturers offering equipment that may be incorporated into the Work include, but are not limited to, the following: . 1. American Bulk Conveying Inc. 4, ,' 2. U. S. Filter/AsdorF �yz '. I Elll 1r 2.2 MATERIALS ,; t n A. Conveyor trough, stiffeners, chutes, and compactor jacket: AISI type 304L stainless r`}< .. v,S°'' . i wZr t t �IJt1'J steel, minimum 3/16-inch thickness, except that flanges shall be minimum 5/16-inch f °'�� f ti. YA thickness. B. Conveyor covers: AISI type 304L stainless steel,minimum 12 gauge thickness. J sT 42 0.T C. Gaskets: neoprene rubber, 50 durometer. �, i yyr C5-4199-00 14551-2 SCREENINGS CONVEYOR/ RO—3/19/01 COMPACTOR `` ` dY a`�?.r••.x.�w..eywvAyav��R4bgnu+c!swv ,••••M�..acv!amp+'art a2W.iriw lSYaltditdNnYnw'aewa+s.•++r--^^ vr.:�ah�.rxW,�'r�i+CaAStGiS�.,�l,�?V�'244flriva"e ""'";-•" 'S ,t "'�vr� ��ff 'ti{^/ (I:11Y f >f. { r, S .�. .,�� J :• t ly �''.�Yr� b,� .�'��'�);r�.�� t �tf�" ' fr �•Y}t�r F 1f f ,, r t r. 2 't •( �1 F J 1 '411ft �� f Y tY�.1�f�y�4 C�r,}f.�."a� r r,� A / � ..-..., ..w.t.wr.a.... .+«a.v .... .-...v........... . .. ........na;. .. , .. •1.» ............. .. a ...............•.t.Y M.�•r...r r.,4,•..........-.r..., i.. ....«....tw..wMlt:w'tYwNro ra.ta.�.a....al j ,Zj I ; j WATER POLLUTION CONTROL FACILITY ENPANSION CITY OF .1EFFER.SON, MISSOURI G .f D. Conveyor drive plate and end plate: AISI type 304L stainless steel, minimum '/z-inch thickness. J � a "? E. Spiral flight: Corrosion-resistant micro-alloy steel. 1 =a 1. 80,000 psi minimum yield strength. 2. 225 minimum Brinell hardness. � t<?`` F. Wear liner: ultra-high molecular weight polyethylene, minimum 3/8-inch thickness. G. Drive output shaft: AISI 1045 alloy steel. I 7�yr;y, H. Conveyor supports: AISI type 304 stainless steel. 'jr`' `I .s. I. Hardware: AISI type 304 stainless steel. J. Fasteners: ASTM F593 and F594, alloy group 1. 7 K. Piping connections: AISI type 304 stainless steel, flanged. ct 4.IC5 Y'2 . y 2.3 PRODUCTS A. Drive: hollow shaft mounted gear motor, minimum AGMA Class II, single or double or triple reduction, approximately 20 rpm output, constant speed. Output shaft shall be at least 2-inch diameter and be welded to the spiral to effectively transmit torque from the yY't drive shaft to the spiral flight. =' 1. Bearings: 50,000 hr rating per AGMA/AFBMA B-10 method. ?'f• t ''i f 2. Gear housing: cast iron with removable inspection cover, oil breather, oil level tit L...•.t.. . indication, fill s with plugs. and drain hole ,,,•.=,i,,.-..�;�; ' 3. Drive service factor: minimum of 1.5 based on absorbed power or 1.1 based on a motor nameplate horsepower, whichever is greater. 4. Explosion proof motor, 460 Vac, 60 hz, 3 phase, orientation as shown on • j Drawings, capacity sufficient to start conveyor at maximum trough loading. 5. Provide guards around all rotating elements to OSHA standards. ,3 B. Valves: 1. Solenoid valve: series 300 stainless steel construction with threaded ends, 120 VAC, explosion-proof, 2-way, normally—closed, rated for 150 psi water service. : Q 2. Shutoff valve: Class 150 gate valve of series 300 stainless steel construction, with threaded ends, screw-in bonnet, non-rising stem, and solid wedge. s sxtz;Y,?-,'ry:r t '1S�xf�yoy„ r ' Ezra r4✓r, i C5-4199-00 14551-3 SCREENINGS CONVEYOR/ R0—3/19/01 COMPACTOR t�. .� ',� t , t l i t ;t: a .r r t � {• ftt;+tt 1��1.1 t4 LL ..t..t.: �1l {�..�{• ''t ✓' , I' 4.l: � 1 ) 'rk f)L?VS A �� 1 r�lr 41. n.i t!yi t 9 2 .y r } S r i f'•o� t � f a I.c ; ,~<t,�3�i;J iz r i'i i 4 'f .,kY �.i. k. S ) •; it ! L y. 4 I i. 1' { }d4. t��riJlh' 7�1 t�1 id1 t1l 4` - � n WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI 2.4 CONTROLS AND SAFETIES f l ( A. Explosion proof Emergency Stop Switch with cord and stainless steel eyelet guides for , 1 fitting along one complete side of the conveyor. i B. Explosion proof zero-speed switch with a time-delayed detection device. µr,� rI 2.5 FABRICATION L ' ' { A. General: 1- Passivate all stainless steel welds. 2. No fasteners shall penetrate the trough or chutes. 3. No fasteners or other obstructions shall extend from the interior surface of the `' 1 trough or chutes where the g y may catch screenings. 4. No internal or external bearings are allowed other than those in the drive. B. Spiral: g consist o an and p Spiral flightin shall cons f inner an outer spiral, cold formed in '� •4``,;,:,�'` sections from continuous flat hot-rolled bars of 60mm x 25mm minimum dimension for the outer spiral and 50mm x 20mm for the inner spiral. Minimum diameter: 280 mm. 2. Spring effect," compression or elongation, shall not exceed 0.01 inches/ft at ^ ' maximum loading. _<�,�,:,..,;.:Y,•, ;' 3. Stress in the extreme outer fibers of the spiral shall not exceed 30% of the Fy Shear Strength, at maximum loading. 4. Limit "neckdown" of outside spiral edge thickness to 10% of the inside edge3; thickness. Spiral edges shall be smooth in the as-rolled condition. 5. Weld spiral flighting to a reinforced torque plate,minimum %-inch thick. 6. A separate connection plate shall be bored to receive the d '.t`,•;pr's" shaft. rive Concentrically weld the drive shaft to the connection late p and bolt the `'''::' j� connection late to the torque plate. 'r 7. Welds: AISC B-U3 full .,� -U3 penetration. Use jig to assure true alignment. C. Trough and Liner: Fabricate U-trough in gasketed, flanged sections with standard trough end plates. Provide split gland seal with Teflon-coated packing for drive end plate. Trough shall have a wear liner secured with Type 304 stainless steel retainer bars welded to the trough. � •�'i yt4S'�• ' Y"'i, L Provide two cross braces every 10 feet of length.. , 2. Provide two fill chutes at the locations shown on the Drawings. Fill chutes shall properly interface with the discharge openings of the fine screens of an °ar'ut'^} � ' CS-4199-00 14551-4 SCREENINGS CONVEYOR/ RO—3/19/01 COMPACTOR �.""'- N!zh'' a+gt4aw'�+T�'^ '' t i 'r"'a1'+,'",rhutu,WfarRm++nsgnu•r+o......,. ........ .,. } y +k s rrt 4 ' t. u`""""anWq'0.`k+,�+•ttArkx+wi*1 vi '.r 1 r r �2r., r;, t ` �i ..xr x + {.. , {,r.' 'f j t � +{ + (ft py�+y'`•t1,'S r` '?} r t t ��Ji-',', � 't L d 4 a ' a,Y is 1 ,' {}4y{^ ! >♦ ' 11 x' 00 A1101 ............ 17F ;J t • .:,, ,:,,. ._... _,,, .aft. Y•Lr}^.Vr 'j+pi N'M qA+... .... ..,...... ,. ..,..,..v,.MCV+.:aitnaww b..jwo.m.«.«...-.r. { WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI ;r approximate size of l l-inches by 541 4-inclies. Coordinate with fine screen manufacturer for exact dimensions. 3. Provide a minimum 10-inch long free water drainage section with perforated .,� cover,nylon brush, and flanged drain connection. D. Trough Covers: Provide gasketed and bolted covers for portions of the conveyor trough not covered by a fill chute. Cover length: maximum 6 foot. � •°�9G;�;,. r y,• +' ryinsF E. Compactor: The compaction zone of the conveyor/compactor shall be constructed of a r• , Type 304 stainless steel slotted/wedgewire strainer, forming an integral part of the trough, and enclosed in a jacket that directs pressate water into a flanged drainer, 5; connection. Back pressure shall be provided by a Type 304 stainless steel top-hinged discharge door with adjustable counter-weight. -'"1'1) 1. Provide water spray connection, stainless steel hand valve, and stainless steel rt explosion-proof solenoid valve. F. Supports: support system shall be designed to properly support the conveyor/compactor ` system at the location and elevation shown on the Drawings. Provide saddle supports for trough and all required supports and bracing from the saddles to the building structure. Structural members shall be designed such that the ratio of unbraced length `�,��.••�''' to the least radius of gyration shall not exceed 20 for compression and 240 for tension. Stresses shall not exceed AISC allowable stresses by more than one-third when subject ,. n 1t.`rrF'r to twice the running torque of the drive motor. `° 'r. ` PART 3 EXECUTION INSTALLATION4`;"r'','yt ,, A. Coordinate installation of conveyor with installation of fine screens to ensure proper fit and the ability to pivot the screens out of the channel without interfering with the conveyor. .A 3.2 PAINTING AND CLEANING 'i;f4 f>tS,Fa= •� t ,r A. Finish paint conveyor drive after installation. Ilk 3.3 TING AND TES ADJUSTING 3 ' A. Operate the compactor to verify proper operation of the conveyor, drive compactor, ?• �' `'ti'';-;;'; -> ` and spray wash assembly. C5-4199-00 14551-5 SCREENINGS CONVEYOR/ �"�'A RO—3/19/01 COMPACTOR r . > 7i1Yhav+waE ..nr+wnrvn+xra.+ _ ,T.,_ 24ft•�tJ d}25;r}' il:;t Y.�t:bt?[,•x,,�,✓.;, :}r r' t { a`,"u'rr1'�•"�".. 'i'�ri{i y,t ''?.»^t7:"^•1'".'t, 4M14'S{{,t r3#. 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'�: ?'..rJ:`t„,•i�'�(J'�ry;-ii,.,,;�.;•�.-4.1'.,tX♦',..f;.4 CF';S,4+br....t<.a,.'t'yk.'y}';s,;,.�.1��-t.4{,r+>§<�e\'1.?•_.x.t..Ftt,�1, .ic,;A r:1 f'�i"yi!y��'.�'r�,i�'S.el.,'�.f F-k..t+.,r ter;,..t.j y:1.'#('..,t x•�q,fe.'�k�[.•Yii.l`n yi�.l t�i yr�•�-0�'`�'k^dY,�•%4J.t'�•U�.,S��e"27 y'�,�'i�ii",,��y,�., Y•1 t . t,t}�4i+4"; art 's',,�, r ,r j(<.. �t:. + s y }.,i 5 �t x 1. t >r ; 1 di z k.,. i A, f. �,r l tt' •��,��,kvrl q�'32fF�q ,.�_��Y��S �i i ,.r 5 z � ...=35s.azz aYtaGUS;`:vi va Ler:..;t},.C i Y ter! i .1t.6.�v 1• d9t?LsF,eSkij'i i:eES., 0.` it „"su.'u.,ti .F ,,.,9 E+ariHXiWhet».tkid'gAwR4.�' a..;n».u....i,...?,x;.,.t, ..:.xr.w. .:crusel;:.iai�uAuHi,wruif `gfal1.d1'Idle1{4'! Y t .. ' WATER POLLUTION CONTROL FACILITY EXPANSION ` ' . ?' •f CITY OF JEFFERSON, MISSOURI }:t � '' ♦X1.6'}ti° i•{{�}b 4. :) 15�t4�tyy��ltji j 1 V'M 1 2��ggrai {:' °r�a;llJr. ':1'',f x�., X,KS•1`:'iJ�.,�_,'t E. Following startup, adjust conveyor and chutes to properly receive and convey .`.' I K.• screenings from fr the fine screens, '.to �r�'�?r�`,tt4(•.'.FU�rf t$^'.:,R kk 3.4 START-UP SERVICES ; I ' A. The Equipment Manufacturer shall provide the services of a field representative for a . total of one trip of not more than two working days for the purpose of instruction and ' assisting the Contractor and the Owner's personnel in the start-up and proper operation r of the equipment. " '4 END OF SECTION 14551 ' %0 N' .............. t • �' y try 1 +'��y'' .�i��:::"3,', 1 .. •16� li if`$ijpAY• t t.1 i i C5-4199-00 14551-6 SCREENINGS CONVEYOR/ RO--3/19/01 COMPACTOR e ;n jk£t r qt "i"X�t�?tM �'MWI =r3KT c M-- '[ Yts}:�w...';�a�5 y`ui'f}?1.1%rxlt,'�.t•„'u,w..s,.,fy+�' b'°..A Rti,.,,7 :•�:-'j.fy'',nF(�,:3 Y'y"3,•".•" a w' �,; S `l;� 'y+4 4'h 4. ),i {{YS• ^tits''f T} h .` f qts ' l v� td'• +i'^te y ltjyt E§tx ' l�i'�'r'("i' pr4, rj}f,*sj, ,t}, x if �,�,k` �''J�'.5 #' ��4 'rs td�t s �t �?, } ,. t{t'�;��."„ai"`Vb�$�z •W`T +. ,fr +� _ � .r,,t�„ �(i P;t}'j°l 41';.�ny�;i�� 3'�t�au#,4�s'11,�Gs�'rt�11{Ri`�•�tiS�:r`�'.��}'•Y,'d~�'S'(,fi'�,�'a�l�'3Sf�{��;�i��r�l M��{'� ..P('0( 45�; ai. � t y� .�4Y�i' k.7 zX1T ).I.:%.`r ��, f'.'}�j{+h � ttld'•`.'� ...�•'.'','.� {4 ftk,'!-c}?.^t Striztil{`:'i`l�'�si$t �� { � :a k Qtv ;� �aaZ'/. 1,i�,J•,,,�,'F.`�,:"P�i'9C, f r�,5 $� K. A/!•k:.{,."�... �( 5 S F �v .. � t'ia2.rf'' JP'.1 sir` :i., ! f '� 4. .tFSt.S Ft1}wJ Yf:7• Y•{' f s 4.y'� Hf lttt'Yp-viy y it3� ,.,+g .c �/ip yL ',:' s °w. lJ.t 5�.dt{Y. a• r .,v }•. � t�'T. { .'�;. ..t4' :tai'1Nt;;i'.''t`a4?Y3' Y;��'fr' ir^x4,�}��°fx,•!s; ,tryiyrb�„ ,F«`:�T'. 1'ti !„,�}:•S{.f. c;r5x. i k;,l' .3 �I tY.:41. ii4 $t.aal•'}F r,�f;'r,t't 'i pp�y: .4T ,t. F„ •t i.L st f't '° f,�t� c�.;; .7. c, r :r•,ya!,l. ,! r ttb.•..* :u 5f t ( e. .t tr, r ,�1, 1�g,;.: ..$f1,F x a q i ,b, 'q '�Ma� t' .�r� �i��' a.�d °��f .f., .i.:.: dL 1't4 tr;ft•] I . :<' 1 iy� t f�. e trj r� ..�_�}. �,F`} ttf�. � .��},,qf't.��f � 7, t :1, 4 iF c, t ..?. ta' ' .... i � tltr., .v F s. ;�:: e ��it•i V�t y"xj+'.,�[st C< Y rr ,. i t - . �•i ( , s � tf i r �`i+ +t'�t��riki: tom. lii r i L i .,5 fK }i' e, .. t i .LII ty'. , � � •, Flt�f?r'�t>. 4' , }N, 15" MV t 1 a.at.sr {t' - .e,...,...,..,...... .,_.....w...._•___u....._. ,..,.. .. ......,n•i.+« n d...',d.5•.1 ..,'...... .-..... ....,...... ,..,,.,.n+• . .W WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI I { SECTION 14620 -TROLLEY HOISTS i , PANT 1 -GENERAL fps �f 4 tf r �S}i AYy fslt , 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary '"s ; Conditions and Division 1 Specification Sections, apply to this Section. t'. '? 1.2 SUMMARY ....� 5 t '�''hy� .• A. This Section includes electric trolley hoists. 'z ; r F ` 1.3 SYSTEM DESCRIPTION A. Hoist shall be an electric wire-rope hoist with hand-propelled trolley. r' 1. Capacity: 1 ton 2. Lift: standard lift, with a minimum of 15 feet. l"f 3. Lifting Speed: approximately 15 feet per minute. SUBMITTALS .a., A. Submit the following in accordance with the Conditions of the Contract and Division 1 ' Specification Sections: ' � 1'.}�. ,•'.�'�"'' Vii'• .r5 .k�:'i, 1. Product Data. ;'r 2. Shop Drawings. 3. Operation and Maintenance Manuals. x��T titi rr,r�7•.7.i 4. Manufacturer's Warranty. 1.5 QUALITY ASSURANCE A. Manufacturer Qualifications: Manufacturer shall have not less than ten installations of �� ,14Cf• :. r�tii rl�y5; comparable size in operation for at least five years. .t,lyr`y. :<<. 1.6 COORDINATION :: • t's A. Coordinate layout and installation with other construction that penetrates ceilings or is �ryr,>•� v,..;, supported by them, including light fixtures, HVAC equipment, fire-suppression system, M� •, ,;t.{ and partition assemblies. C54199-00 14620-1 TROLLEY HOISTS RO—3/19/01 i .��i.R.,. fli��'Y¢'xgS�vaw--- fT. , .� ,i� ^!+h«nnaum.MlM+Tw}tfivewwnsw.m.-»'^r*'"' ..w`��wwwi�...«-,.,,` 1 1 r�'.✓¢.1yY rMt1 i'Y-t{ , ft�. j^, iQ.. Y'�,f c p('�t d' .:.i 4 F t �'* l t 'i i. .i � } f .!�'�•f� Yt 't,'1 ta7{ ��`I Nt,�e?.,r,�',`.y�,}r 1 1.t.t,�y�yj�y{R{..�A. •.l, rY'1•t'1:'a4.?. z,tt,,t ir1 _,t .:�.�� ,tt x r 4 .r n 4. (�'! i t:! $. f t 344. },(,- �'i< .�1.5Y".t i '%,{.. -.ri-"ia,'�F J...�'sr!g'i:. ,,,.; � 'r '1 s .,} t t s .7 , .t.; r ..�. t7t�. i t>�t' ;;:r+[sY 1,� ..5,}$••,f•, f�J,tt�^W +�;�' .R•Y.+�+ t �i< +�`.li�? %e.f'i .,�, t...,. r ;-. 7+' 'i`. 'f` 1 �f I. r r+F-n :`-(r',�r -t.1,'bj•�+✓ w4�'.R>:�. .q. .n �. v.;l•r�'vt.:"i't , rt, .7, i ..•>, - rt' 'j, '�. ,t� v t't .. 1 'S: S' ,4.y=, r k,5(;c4�T,n '.4t (,- 'i i� •r. ,rt t.[ { t yt'� ✓{ t i4 [.# i t .ti ' .i ,; 7 tLI 4Trri. t1Y'�#�/�S .l.e.t.r>,.1} Ai rli ` '.l F ''e � ' r , t. t ,,; t. r rr , �. t } �,.,✓.��31 -°'. , t i •. - 7 1' r f7 'q WATER POLLUTION CONTROL FACILITY EXPANSION + CITY OF JEFFERSON,MISSOURI ' 1.7 WARRANTY A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to repair ' j or replace components that fail in materials or workmanship within one year of t ' 1 Substantial Completion. ,•t PART 2 - PRODUCTS 2.1 MANUFACTURERSr;. t y t A. Available Manufacturers: Subject to compliance with requirements, manufacturers f + offering products that may be incorporated into the Work include,but are not limited to, `I the following: r' 4 t its 1. Yale Hoists 2. Coming Hoists 3• Acco Hoists 2.2 MATERIALS A. Wire Rope: improved plow steel. Factor of safety not less than five, based on l i minimum ultimate tensile strength of material. B. Load Block: Enclosed, safety type with sheave pitch diameter of at least 18 times the r wire rope diameter. ��4wwMJJ C. Hook: heat-treated alloy steel, 360-degree rotation, with spring-loaded safety latch. D. Rope Drum: steel or ductile iron with grooves to prevent piling of rope on drum. �,�ny✓r b , E. Load Brake: enclosed, suitable for holding the rated capacity of the hoist at any point 1:-J r c E „•. , -, when the motor is stopped. F. Motor Brake: electrically operated, automatically engaged when the power is off, capable of holding the rated capacity of the hoist at any point independent of the load brake. G. Load Limiting Device: manufacturer's standard device to prevent lifting of damaging overloads. H. Hoist Housing: malleable iron, cast steel, welded steel, or aluminum. }';r`, 1±' n/*Yr+,,j r f,o� Clityttiv a S.`• i° I. Gear Assembly: gears shall be spur, helical, spiral, or bevel type, accurately machines, .n,,. , ,rri::and conforming to AGMA standards for this service. Gear shafts shall be high carbon CS-4199-00 14620-2 TROLLEY HOISTS RO—3/19/01 rtr�^�e�+wxwa4MpX7WA i'atlM�Y':t+7�t�h 'ors i”' .y '+ .:t '"' '^q•"•nw+a.+„wr>r.svw.:nnvvr*;..,+,.-: ,; .... 77. rt_11 m-T . �j.�'i �'lb '£. �' ;t �, 4 � .r l• 1. S .. I ;� .{a•�;sf�;ht c 5 J b r s.§°7.r}kirl�'.�. 4j ya.Ft;�•t;U��i<ys�'cl�.")�4`5�1u r 1''. (,ir }' v 1 31 S r .1' 1 ` .i 'r t1 '�l:•'ll [L �� i,,t.�e .11;i .�:t } t ' 't 'r3,: 3 3 p•� .,,,!.,zrq r,.; i! � , • } } ' ,'.rr ,� r. Y� Y 1. 'Y ktf,'.Y w"if +, �i rtlr t„+tS .Fa t G ' G4'd� �•:, , WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI .4 1 {1 steel or alloy steel, machined and ground for accurate fit, and splined for fitting to the mating gear. Bearings shall be anti-friction with a minimum bearing life of 3,000 ' ' hours. Assembly shall operate in an oil bath with lubricant suitable for 10 to 110°F j range. J. Motor: high-starting torque high-slip, 30-min ute time rated, reversible motor specifically designed for hoist duty, 460 volt, 3 phase, 60 hz. ;rf ' -.. K. Trolley: specifically designed for use with the hoist, with not less than four wheels .r ' sized to properly distribute the load, and suitable quick-acting track clamps. R L. Monorail Track: ASTM A36, complete with necessary clamps, hangers, splice plates end stops, fasteners, and fittings. Deflection of track shall not exceed 1/450 of span based on full capacity load, including hoist and trolley. M. Power Cable: flat cable festooning system complete with track, cable s and d all necessary hardware. y " i 2,3 CONTROLS A. Pendant-mounted station with full-guarded, momentary-contact pushbuttons; grounded ' to hoist. Pushbuttons shall return to the off position when pressure is released by the operator. B. NEMA 12 control enclosure with breakers magnetic starters thermal overloads hoist j � travel limit switch. S r r{ 2.4 FACTORY FINISHES rrt;' •`+r'': sr1 _ A. Finish: Manufacturer's standard paint applied to fact ry and -tested turer s s factory-assembled equipment before shipping. r;�tjr t fig rY PART 3 - EXECUTION •�4'!i fit 4y t,. .`- ja( 3.1 EXAMINATION f;;r;:.,.;:.,:<.•a,, A. Examine ceilings for suitable conditions where monorail will be installed. Proceed with a. installation only after unsatisfactory conditions have been corrected, v ,� l ,(r��ay f�.11 yuf�f{:ir1. CS-4199-00 14620-3 TROLLEY HOISTS RO—3/19/01 y7'f n 2.tI q. ,p;is,rka �N. .a< l tj,�, t t ;�rE..�tk:... , .t• 4 t ti" 6. iy,, .. ;r � �i'�:., .IIY .,r .rkr :r; ..t.�r fitt:}� ,1:._•7�},gt,�rrrc:af��'. x i � yt;�,�d r a { � '` .z �''Tr ;,?Y. �s of`'�t�•`i, A` �. t t.DI Ji 7�:.v, 'tir.;�s 1 F.fµt�� .a: x1:1. l Y) r .)� �l 1: f .k�•<,i f,,.'� '.�'f`Crt7 I.l.'�c�iriFe �.itF 5{ #,-, }��4�,i,�?i 'I+t*;itrxx.ia3,• =.,s 1 ia.} ,T?��.. .t, ':St 7: ,r.. .t.. 5 Y, z,�'.,� s?• t�` �� C��,,,�( r.- kf = �. tl° .}t ..�.�' , tF "�: .1., £ '1 j r:�t f A •5y;T, / ' r.� t7`fo•.�,=„4 S:.r,€xUt {�x,t}.i � t.r t ,'} ) ��' r' i.dt �i,xS�:.,: ? j;t;�'t'�'{$��:��W,, } .1�{}:), ry � x� ..'7 5 .)..77 ti, f:'S ... ' .. '. . .. rtttts y `' . i k •( �.ta{4 a ..tr„4 L.:;:s e�c76e+2�✓,.,,�.ir..•aiJ7........=,7.._.».....t,.r-„.a..�,..�_.....�.-... ._..._,_.« ..,..,..+Mt t�,*d. {..�f•y):.i' .'✓t.Y1•v,ho.�r,..a.... .... . ,. -,. .....:+,nr,hmr+sF;7}it,wt#�^'^ a:�ttt knJd!N:+.JMtYJ.'44iW'i��'.r1x�.le5. � f��R�; tiFfY$ WATER POLLUTION CONTROL FACILITY EXPANSION C ^! Y CITY OF JEFFERSON,MISSOURI k j 3.2 INSTALLATION y A. Install monorail track plumb and level. Track shall be smooth and offer no obstruction to trolley-wheel movement. B. Installation shall be in accordance with manufacturer's instructions and ANSI MH 27.1 "Specifications for Underhung Cranes and Monorail Systems.” • MMY ;;:` N�„k"c"t •��.j',i' is 3.3 FIELD QUALITY CONTROL z ;; C: 7 A. Operate trolley and hoist after installation to verify proper operation of hoist, travel of trolley, and setting of limit switches and stops. Make adjustments to installation as required until unit operates to the satisfaction of Owner and Engineer. 3.4 PAINTING AND CLEANING ' j ;;:,:; 511R ss, A. After completing installation inspect exposed finish. Remove burrs dirt and construction debris and repair damaged finishes. 3.5 START-UP SERVICES A. The Equipment Manufacturer shall provide the services of a field representative for total of one trip of not more than one day for start-up inspection and for instructing andyr�y assisting the Contractor and Owner's personnel in the start-up and proper operation of -0 ` t .. the equipment. ? y' 'Y END OF SECTION 14620 ti b�jS` �� C54199-00 14620-4 TROLLEY HOISTS :. 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'7'„UH trjt?i�}ci_ntta�C',k.;(�i,;'.t r�{�.!r{�. ;t:1,). � a,. s' 1' <J,f¢,��}y 5 'r�” 7 ,_?'i.-1}` ,� i. ,•a.:�"-.t.}4 f:1Vrr„ 5S4r•3,: ,;'ru d?Frt)D n'tl1�q+ *,r�t.ixit Yt 3 SS.�'..5j.1:n,1,trSty�T•�}}''tt 1F) t i i' + t�i i�.�t �. .:•n FE� , r.t ". 'r ._) r '.r. �7t'�a �'{r2iw. r FF 011:,; 7"Y`S ��'�!'flt4`f,75�s S Otv.a, �' s t;yt',/}e .� %0�'f :;Yr i t r }.• ), 4 .3t j1� � ,t:',�)Y3{T�bp e� � �,� ''y 7�1 t ! !�� ..,,.,»,..- .. ...,.. ,.,.. .............a. Mw nsH4r+s+T.,+.n.�N',r M.+,,,..... ..._ ., : ..�... ...w ......,. 61 t. 11 4 r✓5 ;r,{ !r asi + WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI SECTION 15011 - PLUMBING GENERAL PROVISIONS ± ' PART GENERAL „1. 1.1 RELATED DOCUMENTS ' A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section and Other Sections of Division 15. 1.2 SUMMARY ` A. Contractor shall provide complete and operating systems for the following: '�t`=°'` I. Storm t rm Drainage System r Sanitary Sewers System is u; ri i 3. Domestic Hot Water, Cold Water and Hot Water Return System 4. Acid Waste Systems ` Systems 5. Natural Gas 6. Compressed Air System `x 7. Vacuum Systems `., ""'� ra • . 8. Medical/Laboratory Gas Systems , 9. Plumbing Fix tares •;.��:��%�,;,;,�,,,; 10. Plumbing E '` � �T quipment t. f V S I( B. Related Sections: The following Sections contain requirements that relate to this Section: 02300 Earthwork :.i 2. 15060 - Hangers and Supports Hang 3. 15061 Pipe and Pipe Fittings - General 9$ t ' 4. 1508 Mechanical 0 - Me Insulation 5. 15100 Valve '•�x', Y 6. 15135 Meters * �z•, and Gages 7. 15161 - Plumbing tubing Pumps Domestic Water Systems 8. 15412 - Do '�'��,^S,•. 9. 5414 - Soil, Waste and Sanitary Drain Piping Vent Piping and A `'"''"b 1541 - id P g Appurtenances ��•� atr Y�r , "`. l 0. Resistant Piping Ac Resis p ng and Appurtenances 11. 15416 s ,r�� , - Storm Drainage Pipingy, s; t. 12. 15418 - Gas Piping and Appurtenances 13. 15431 - P g �uv- d Drains, Cleanouts and Traps 14. 15440 - Plumbing Fixtures and Trim 15. 15453 - Domestic Water Heaters ;r, 1 16. 15457 - Water Softeners �: K ttFjp 17. 15481 Compressed System �.. re Air 18. 15483 - Vacuum Systems , r rr 4 C5-4199-00 15011 - 1 PLUMBING GENERAL PROVISIONS i RO-3/19/01 '�`` 't�1}��''i��('! r y -, �,y,yy„y,55.,, j -l..y. �r;s, �•--...,.rte, '!��g� 'a �! 5.: j�V: Yj w"hy2: 4' A F � f F ( ,5 ,.r ,1 ,�. o"5."ry+ se,++ '�!,N�tax4^'RT�41�n�*�+«�:. �•.�.y�^-..�.t,..�«•qA^•.,�^�*t;t^H �' tai I; 'c; •P�:ry:w'' .➢1r �.).:,G'tl.:,.l,i 7 Yi t . y�, +y��5, rot• x � �� ,t.•. .t ,r.'. � lakt�^� :.SSF r ,y..r,i.tli'7� .{*`"s aE .�f+ryt`�iC�"�': "�.'�' '�{`' 4�tr'9-�t,'1'.��'.ift•:�' r r,.(,�,'_ f.t, .I+ .'t'» t 1 ,.t.1,; .,, ,r .}'i'' .,< ..1 � .a �) +,§. k.ri ht�fj ,1•Qr ��i w.f I:Si.,J..F�}� 1:1.3f'el`., i.h t 1 1 l,f :t: .5 ..t�• S i ..A1'� T C �ff',t p !1hF"M'�,it' '.Gt ^.f}t"�i X11.YI�,�' A �� f t�'•P: Y. :q!i• t� :�,. `A S. �: r ',.. �J7 �' .,�., y,» Y,•7��.:g" � ti 0. rtSt'i' ';k' "'L T,r., i-�. .w� ' } '.� s , ,,:' .,r •;! ? , i .h; [' �:.rrt :1�>. '," i{ .y ,>}R.",; zc.AA�`yy �efh; a '1 '�.�.�' .tF S. .!' ✓+.�.r .i:�f'?. + ,-5. ,fi. r { .•:+.J' ,.t:{t,Y';; r }. �� ..;ful,sV t, �,L`-t' :1 f�'•r: s- ' f ..S 1 .{� '+, +. .{: r .'i.: i i, ir, :�J,{1i .,.5 x t;. .Y:.• .i � 4' N +¢ .+ ..Fv ny "t"in,s.+,f .!(' •! .1 i;yr 4' Y.-, ii + t, C l' "l. y e. ,f.+ ; { .�t.c "?i ,'r^-; h �f5. Yt:, 4, / y �✓ k � 1 �7' S. 1 l S 5 :F i � i SY;' ; fp. ..{ 'i r. f 5+ i. •. e f�' }r{ r r: v'11 hh„ �� 5},lS .�r rlr�r.j" .} )J.t •'` t. �. r' i :t �� 1.•T ,i t n .ct. yr41 f 'Y's i .(�r t. itF� '^f7 kT+ t y ' - t "... , S,; i .., . ... t.' � + t.�� 1 t ry �,t ;>t'�, t}•a .! (}' 5, v s ,.Sri�L .,t;Y7-N.knaa+v.awfi.r .,.„..,.....•,.,,..Y .rv... ....: .,..,..,,.... ... .,. ., ,.. .. .... .. .,. ,,,.a, r. .. ».r. x .dF ,. ... ,o..r.. I WATER POLLUTION CONTROL FACILITY EXPANSION I CITY OF JEFFERSON,MISSOURI i C. Any discrepancies or omissions contained in the contract documents must be clarified `" i with the engineer at time of bidding or systems will be assured to be complete and operable. No claims for extras will be considered. 1.3 RELATED WORK A. Applicable provisions of this section apply to all sections of Division 15,Mechanical. is+ 1.4 CONTRACT DRAWINGS � R t A. Contract drawings are diagrammatic only and do not give fully dimensioned locations of '� various elements of work. Determine exact locations from field measurements ". plumbing work shall conform to the requirements sh own on all of the drawings. .>.' j Architectural and Structural drawings shall take precedence over plumbing drawings. ,., U .i,s' Because of the small scale of the plumbing drawings, it is not possible to indicate all offsets, fittings and accessories which may be required. The Contractor shall investigate the structural and finish conditions affecting the work and shall arrange his work accordingly, providing such pipe, fittings, valves and accessories as may be required to lam; r' meet such conditions. Where pipe or equipment sizes differ between plans and schematics or risers,use the larger of the two sizes. 1.5 SPACE REQUIREMENTS A. Consider space limitations imposed by adjacent work in selection and location of equipment and material. Do not provide equipment or material which is not suitable in this respect. ^' 1.6 OPENINGS A. Framed, cast or masonry openings for access panels, equipment and piping are specified under other divisions. However, drawings and layout work for exact size and location of all such openings are the responsibility of this contractor. 13 CONCEALED WORK _ A. Where the word "concealed" is used in connection with insulation, painting, piping, and the like, the word is understood to mean hidden from sight as in chases, furred spaces or r` , above ceilings. "Exposed" is understood to mean open to view. 1.8 PERMITS INSPECTIONS AND CONNECTIONS UTILITY � T A. Secure and pay for all construction permits, inspections and utility connections related to plumbing work as specified herein, shown on the drawings or required by local ; authorities. , CS-4199-00 15011 - 2 PLUMBING GENERAL PROVISIONS ` '"- RO—3/19/01 f rlr r�r. .+'t •144 r �"`?f"*�"'" oPw°scw�9Yxsti4+;e}wrwaae •c..r w--W - -.*'..•..,...awAw,rssMw7Aaa):'X?raeursw.amr+. w+�++c.wa�arr,AnuaSwf�ovv*^l'^"..'.f d � } .+{ �'„{'' �j£ 3.� 6 ,r} Sp. J�`t t,.,, , ! t l t! ' "A•fr r rr t�tl7!l i.'.�:'�`'ea"'+.,i�i'aw;-y�,x�lly. t ' id,go,5J7ks,�tFF. ",�^• '� 1 r'l �cit 1 , e ...v.„ . .n...,.... '. ...'..... :...a..,r �.. ..1<.,..,. ...... .. . .............w Y rvu...ry ✓'1 r ri-N.u ,."a..... WATER POLLUTION CONTROL FACILITY EXPANSION + CITY OF JEFFERSON, MISSOURI �,.. L Y� i 1.9 CLEANING r A. Perform project cleaning for work of Division 15 in accordance with requirements of Section 01700,Execution Requirements. f , 1.10 ACCEPTABLE MANUFACTURERS ti p: A. The following is a list of acceptable manufacturers for items of equipment specified w under Division 15, Plumbing. Where two or more units of same type or class of '� equipment are required, provide units of a single manufacturer. Manufacturers names and catalog numbers specified under sections of Division 15 are used to establish ffilil ' standards of design, performance, quality and serviceability and not to limit competition. Equipment of similar design, equal to that specified, manufactured by a manufacturer w named below, will be acceptable on approval. A request for prior approval of equipment I , not listed must be submitted 15 days before bid due date. Submit complete design and K performance data to the Engineer in accordance with the General Conditions. 3; r, ti ITEM MANUFACTURERS .;>,,, .r4 Gate Globe and Check Valves Crane, Milwaukee, Hammond,NIBCO Y 1 yi { t Strainers Mueller, Keckley, Hoffinan,Zurn j Ball Valves Apollo, Milwaukee, Watts Hammond, NIBCOy. {, Pressure Relief Valves Kunkle, B&G, Keckley, Cash In-Line Circulators Armstrong Bell & Gosset Taco Insulation Schuller, Armstrong Owens-Corning .,� Knauf, Manson s f, 4 A ' Backflow Preventers Watts, Febco, Wilkins, Flowmatic LJ ' Josam, Jay R. Smith, Wade, I Drains, Hydrants and Y' t Cleanouts : 'all 'r?,t; r Zum, Watts f Plumbing ixtures g American-Standard Eljer,Briggs Crane ' ari ��rryr' ih Domestic Water Heaters A.O. Smith, Lochinvar,Bradford-White, f' r State RUUD/Rhee } m Bock /'1.•�i..t 1 171.} , C54199-00 15011 - 3 PLUMBING GENERAL PROVISIONS , RO—3/19/01 •i' i ��f'"^^fa"��1' 'iie, ''ii,*xan.v"" .�: r.,' -...•*•r...«.w.M Y7s,A&J!MISWt!Fe '•..w++..wra ry+r^, '4{t�`t �r,1i .t ,e,. �wr•^... t �yl ,�J } 't• } t , r r '�i F0. Y f t,: t'�. r: t. (t t i .7t' i 1 er f .rt r v!. t .r.� c j t Y t t if'l:'",�':•t',•?5{4TI, t' , V '(4 ti 6 �y ..u,:.........,w:.,..�.,... . ...it.�:✓.....+e�r+s.:re+�i,..,,...n,.w'a«.... ,:.....:.., ... _......, , .,«n= "'.nit... :. r. WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI ITEM MANUFACTURERS ' j Electric Water Coolers Oasis, Sunro c, Haws,Halsey Ta y for, Elka y Mop Sinks Fiat Stearns-Williams, Mustee r� t, Stainless Steel Sinks Elkay, Just,Advance Tabco Water Softener Northstar, Mario,Bruner Rainsoft Water, R jT Toilet Seats Bemis, Beneke, Olsonite Laundry Fittings Gray Manufacturing Co. Symmonsr''k�' +(''''Y 'S,•Jr4,.).t;.55lt Sf��lt r Industries i r Flushometers Sloan Valve Co. Zurn.Industries r Cast Brass Faucets T&S Brass Speakman, r;,ti'•i?Y :r_; 5 . { Delta, Grohe i" Thermostatic Mixing Valve Leonard Valve, Lawler, Powers, Symmons Bath/Shower Faucets Miscellaneous Fittings (Except Chicago Faucet, McGuire Manufacturing, Faucets) Brasscraft Supports J.R. Smith, Wade, Zurn '%; ': 1.11 SUBMITTALSr A. In accordance with Conditions of Contract and Division 1 Specification Sections. B. All electronic equipment that depends on real time operation shall be suitable for the year 2000 and beyond. 1.12 OPERATING AND MAINTENANCE INSTRUCTIONS :s A. Delivery: Secure three copies of operating and maintenance instructions, service manuals, and parts lists applicable to each item of equipment furnished. Deliver three bound sets of same for Owner's use. Delivery of required documents is a condition of '. final acceptance. Operation and maintenance instructions should include all nameplate ' data an pertains to the 'iAd design parameters. Clearly distinguish between information that p ir} 3.. particular equipment and information which does not. Submittal and form of documents shall be in accordance with DIVISION 1. C5-4199-00 15011 -4 PLUMBING GENERAL PROVISIONS "' 4 �. RO—3/19/01 } ,w,l!P„N.;, e.... ....,+..u.iaar!i�t'aRiNdtaKavbr+:vT.+wfFS�aim..>,...- rwwi...!ataM!xf�++9xwt�cartia "'S"""""".�f t 'yJ f.��t^:.;^"�+°'n .¢� srbl�•'i iii 151,.ixt,•s:1 y ta•r.f�J3C::}�r'i Stt i';''i d.ti s= 0"�i I c' - 't+' ;,� '' � ,. ��:.11t r � ,t� 3�w�}Its�� t�K�� .�+hS• � r�tk�'a� } k 5 t i WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI -.7..:` B. Instruction Services: Upon completion of work, and at a time designated by the Engineer, provide services of competent representative of the Contractor for period of at i least 40 hours to instruct the Owner's representative in the operation.and maintenance of •� the entire system. J 4 1.13 OPERATING TESTS A. After all plumbing systems have been completed and put into operation, subject each •ar ,� ;"i";_ system to an operating test under design conditions to ensure ro er sequence and P P q operation throughout the range of operation. Make adjustments as required to ensure proper functioning of all systems. Special tests on individual systems are specified under individual sections. 1.14 SYSTEM PERFORMANCE TEST RUN A. Refer to Division 15 sections for initial start-up of equipment and systems for •I purposes of testing, adjusting and balancing. At time of plumbing work closeout, it ' check each item in each system to determine that it is set for proper operation. With Owner's Representative and Engineer present, operate each system in test run of appropriate duration to demonstrate compliance with performance requirements. During or following test runs, make final corrections or adjustments of systems to refine and improve performances wherever possible, including noise and vibration <i• . lt.,>; '. ; reductions, elimination of hazards, better response of controls, signals and alarms and similar system performance improvements. Provide testing or inspection devices as i may be requested for Engineers observation of actual system performances. Demonstrate that controls and items requiring service or maintenance are accessible. 1.15 OWNER-FURNISHED EQUIPMENT W; A. Refer to Division 1 for specification requirements on plumbing equipment furnished to project by Owner, and to be received, installed and placed in operation as plumbing 7 work. Principal items include the following: •s','>�"�. ''"' l , J T L, t •T� 1.16 PRE-PURCHASED EQUIPMENT a A. Refer to Division 1 for specific requirements and plumbing equipment which has been 03, pre-purchased for project, and is to be assigned to this contractor for installation, and fulfillment of other requirements. Principal items of pre-purchased plumbing equipment include the following: N 1.17 EXISTING FACILITIES A. Mechanical work includes dismantling and removal of certain existing plumbing f facilities,revisions to existing systems and interconnection of new plumbing services and systems with existing services and systems. Owner's continued occupancy of existing ''`'�� ;�•, ;�'v:;; i building durin g Pe rformance of plumbing work, and Owner's use of plumbing systems C5-4199-00 15011 - 5 PLUMBING GENERAL PROVISIONS . ;^ y • , +; RO—3/19/01 1 i yf z.T"y j• n�+L25MA,e7H'"r"' w.n!wv.t7YN'ivaw77 �9J 't i ' r r , r tl �)x. i7"D•v1„ti�: .,fir �i t .,� fk•i :,' , l 1 T. s fr tfi ilw r) }I x ' Y -;: 9d ,.,,.: i r + ' n, i,:„ ,n•.r.:-,...., .,.,....., �v,.nr,v.t3;,tr�.5!•'. i�71l^40..({��t"''i7��.f.. l CStk5�f4 lleYa4�w.ar.,...ru.a..,w J....1,..«.n.«t.*' .. •...- ....• ,• ... ,....• j + t WATER POLLUTION CONTROL FACILITY EXPANSION ' i CITY OF JEFFERSON, MISSOURI C4! thereof, must not be interrupted. Schedule all existing utility shutdowns with Owner at 0 least 14 days prior to anticipated shutdown. 1.18 EXISTING UTILITIES �d survey data of Contract Documents indicate available information on A. Drawings ai y existing utilities and services and on new services (if any) to be provided to project by utility companies and agencies. Accuracy of information is not assured. Refer to Division 1 provisions for resolution of discrepancies discovered dining course of performing plumbing work. �'- 1.19 RECORD DOCUMENTS A. Maintain record documents in accordance with DIVISION 1 —General Requirements. 1.20 GUARANTEEY` A. Contractor Responsibility: The installer shall guarantee all work, materials and { equipment furnished under these specifications for a period of 1 year from the date of formal acceptance. Within the guarantee period, , p g p all defective equipment or installation shall be corrected to the satisfaction of the Owner,without additional cost. t .x B. Manufacturer's Certificate of Warranty: Warranty shall be obtained for all equipment. Warranty shall be obtained for at least one year as defined in the Paragraph: Installer Responsibility. Where longer period is called for in the specific equipment specifications,the longer period shall govern. PART 2 PRODUCTS .x Not Applicable. r E x �f)nll4ry4S t;fj;, PART 3 -EXECUTION Not Applicable. �?Tail °t END OF SECTION 15011 z' 4, •;,,cf;� C5-4199-00 15011 - 6 PLUMBING GENERAL PROVISIONS RO—3/19/01 n 111 10 �*«nuwwtt r�•y+ "' X19 ' i .! k tr' F nom' '''''".'I, +r;TFttH+�`�•;.r t ,t li' s.I r. 1 , I i\. ., !. f ,' r 'S. >f. ;5� ;Cf (1�.3 l�i'S fd":r''1'�rt�4�!1 N' 'y. r, .c�, �,�� } ty :1..�:t,. 4 , �r'4 I S f. r T ° .+�, t ..1: , , i `)` "" dl4�fi„��.}}�S.$�t�>J�'�7�y{;'S"`�• 2 � �,I ,f•iS'��"7.�{ (f C'',��j ;•;r.r^� Yr+ t ° r: Y t .'t i t ), y f Y��t,� ir+rgg;„4.d`� •�t, klC�i's •,1:�,a �.t F.+�t.�.e�r.!, 4,r�wt2 {fAtF F3 1 '.i ttfI t r ,F..,.:f7 t+ t. , '.4. .I' , + , . 4 `„12;' t2 eKi)if-,:p�;jtt�"��tet+�:V., t I.ny��}}ry ,4Gc �/ /,a •�➢. t ?fb��f A u •�`)t U .. 'r s �ji}s 7, ��+ N 'i.(.( t rr s. t. .'s f l y 11 ':/! ,+ j 3fn'rs 1 � '!rJ�f '•r`�, �y` ytif r -`;w r tt(rl' .t:r t¢ jc.r. .yr t' rt• s1 , S. { :n.i.� .:�i. ,:' < y. t e4r �'S E- {t�'l'.y. l�s rkJ` tr?v '.,,� } `� .� 4u rc't y { z�'t�'t1P '.t{T i t 3 i :n r t , r ,r? ,.z z r k ti h+� '' .+ tin t.fir.t�. 4�,�!,?s{r�%6”�t�'s •- fia t 77,77 f•i�,y a �}4 :s 7fJ�t Y i.r t 1y t z ti 1 .• +t �+ :t t j,n' i j rl � ��,,,�'” •�€+ LZ7 , .', Fin..w....u.z»_.. .. , .. ......f•<.r•. :. .... .... .....:. . t. .. ... 1..*.r,r n,,,...r. .•......._......v.a.n.Nwl ..,.,.. r.w«»........ WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI SECTION 15012 - FIRE PROTECTION GENERAL PROVISIONS PART 1 GENERAL. 1.1 RELATED DOCUMENTS j A. Drawings and general provisions of Contract including General Conditions and f Division 1 Specification Sections, apply to this Section and Other Sections of Division 15. ;,yt 1.2 SUMMARY . A. Contractor shall provide complete and operating systems for the following: t: •;:_ :, # 1. Automatic Sprinkler System B. Any discrepancies or omissions contained in the contract documents must be clarified with the engineer at time of bidding or systems will be assured to be complete and ,j operable. No claims for extras will be considered. 1.3 RELATED WORK t f L A. Applicable provisions of this section apply to all sections of Division 15, Mechanical. 1.4 CONTRACT DRAWINGS A. Contract drawings are diagrammatic only and do not give fully dimensioned locations of various elements of work. Determine exact locations from field measurements. The fire protection work shall conform to the requirements shown on all of ther, r' drawings. Architectural and Structural drawings shall take precedence over fire f protection drawings. Because of the small scale of the fire protection drawings, it is 3.t not possible to indicate all offsets, fittings and accessories which may be required. ;; F;; ;W The Contractor shall investigate the structural and finish conditions affecting the work and shall arrange his work accordingly, providing such pipe and fittings, valves and r accessories as may be required to meet such conditions. Where pipe or equipment sizes differ between plans and schematics or risers, use the larger of the two sizes. t S .'! 1.5 SPACE REQUIREMENTS • `'' A. Considers ace limitations imposed by adjacent work in selection and location of equipment and material. Do not provide equipment or material which is not suitable in this respect. 4• ds C5-4199-00 15012 - 1 FIRE PROTECTION GENERAL RO—3/19/01 PROVISIONS j•.,: .p. aM'!`,'!'." t .:r.,., .. ..uo..+vuYY4nVX>1vFM w+vs+H."^.°.., w.n.e`✓ nwonnew--^^^ 5'i. ti '4! :,:y,� P} d 1t�t r i ,', F i + f 7fy, Yt!• tt ':r( S .1. :i 1 _ ,; t `" + t r tft si;tiJtla.;f.in41./.3 'tit!•.• A. t,'' 'y, {{!Y,{t+y+' it kR • 4 ' t i � }y f5 4• )t t j t a'yi �. ..«lJ:-iaa.»..-«..r..,..„ .. .... ...nww..ntnc,�s' n.,......,,t-..,.,......... .. ... ,...,.a. ". z...... k. ...,.. .. .. .....,. -»«.,v..r..,...,.,,h-....,.. o.,.,.. ».t.."•4 PK1,1'Y'+}'��'�ki`i".a+��.. 4 ��t .'� Jf k{f` �y cl WATER POLLUTION CONTROL.FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI 1.6 CONCEALED WORK I A. Where the word "concealed" is used in connection with insulation, painting, piping, and the like, the word is understood to mean hidden from sight as in chases, furred spaces or above ceilings. "Exposed" is understood to mean open to view. ;•; 1.7 CLEANING A. Perform project cleaning for work of Division 15 in accordance with requirements of n Section 01700, Execution Requirements. - 1.8 PERMITS, INSPECTIONS AND UTILITY CONNECTIONS A. Secure and pay for all construction permits, inspections and utility connections related to fire protection work as specified herein, shown on the drawings or required by local authorities. 1.9 ACCEPTABLE MANUFACTURERS ! A. The following is a list of acceptable manufacturers for items of equipment specified under Division 15 Fire Protection. Where two or more units of same type or class of equipment are required, provide units of a single manufacturer. Manufacturer's names ; and catalog numbers specified under sections of Division 15 are used to establish standards of design, performance, quality and serviceability and not to limit competition. Equipment of similar design, equal to that specified, manufactured by a ;';'=s;t ?�n • manufacturer named below, will be acceptable on approval. A request for prior approval of equipment not listed must be submitted 15 days before bid due date. Submit complete design and performance data to the Engineer in accordance with the Gereral Conditions. a ITEM MANUFACTURERS Gate, Globe and Check Kennedy,Milwaukee Valves �4Atrkr t,, r , Double Check Valve Ames, Watts,Kennedy Assembly " S ` Sprinkler Equipment Central, Reliable Grinnell, Star,Globe , t rvJJ��yp r'k, ., Sprinkler Heads Central, Reliable Grinnell, Star, Globe S,.j t ;,?ir:a•k r Alarm Devices Central, Reliable,Potters C5-4199-00 15012 - 2 FIRE PROTECTION GENERAL RO—3/19/01 PROVISIONS h E� { }4+ } sort. �N .;tl,1��A;e5:,1,};t:',La.; .l I'�} i Y�3^- 7•. E i '.4 y + .{ y f ti. k 7 .�� }f' � .'ir4�i�t'�> - {Ri " `L5.tS p 7 tt.r,i�•ilt.,Cy'., S5 tyYJk�F� t i d 1 7 r. + i 2hr''-777 t 77, Kt 1 I-A WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI 1.10 SUBMITTALS A. General: Submit in accordance with Conditions of Contract and Division 1 r" Specification Sections. 1.11 OPERATING AND MAINTENANCE INSTRUCTIONS '; A. Delivery: Secure three copies of operating and maintenance instructions, service manuals, and parts lists applicable to each item of equipment furnished. Deliver three �N•'r ''' bound sets of same for Owner's use. Delivery of required documents is a condition of ' �) final acceptance. Operation and maintenance instructions should include all nameplate data and design parameters. Clearly distinguish between information that pertains to the particular equipment and information which does not. Submittal and form of documents shall be in accordance with DIVISION 1. ':'' B. Instruction Services: Upon completion of work, and at a time designated by the Engineer provide services of competent representative of the Installer for period of at least 40 hours to instruct the Owners representative in the operation and maintenance u; •::,.s_ > ;; �"1!! of the entire system. 1.12 OPERATING TESTS ..! �•�.tXt'k d Y i A. After all fire protection systems have been completed and put into operation, subject each system to an operating test under design conditions to ensure proper sequence and operation throughout the range of operation. Make adjustments as required to ensure proper functioning of all systems. Special tests on individual systems are specified under individual sections. 1.13 SYSTEM PERFORMANCE TEST RUN —� A. Refer to Division 15 sections for initial start-up of equipment and systems for purposes of testing, adjusting and balancing. At time of fire protection work closeout, check each item in each system to determine that it is set for proper operation. With !;`rit}..;' '• ,.;, r- Owners Representative and Engineer eer P resent operate each s y stem in test run of ��"•-`,r; ca"°" '' appropriate duration to demonstrate com Hance >' p with perforniance requirements. f ��tlf�b41Y i ; During or following test runs, make final corrections or adjustments of systems to refine and improve performances wherever possible, including noise and vibration i cr reductions, elimination of hazards, better response of controls, signals and alarms and ;4 ;`' , similar system performance improvements. Provide testing or inspection devices as `' Y, k;4; may be requested for Engineers observation of actual system performances. ,+y+ Demonstrate that controls and items requiring service or maintenance are accessible. ,�:,,��..•..r, �. '.�;�.? f`;}tv6•d;:err;�l:. ! •K 4r L ;•.,.. C54199-00 15012 - 3 FIRE PROTECTION GENERAL :u i,•t RO—3/19/01 PROVISIONS `'.."' 7wx4rM47iYi 'jq'�� .}YW# `Tts.'rt°°,"..r_. ti w++.rwtaa.rrraekitx7oW*,TM'""'7'. ---w + a ti'-•.t {t,'Ipq.�4,�.r-•_ 5„�rp�s}ti 1 'f. } rt F,\h.. t,.: u,y it✓6"y 7,.?.f filY .'Yk r .t .,*ir at`iYf { 4.}:7;,w. 'r,,v;<• .•.,t•;. t 5 ,ri.$d�r.' J.�'f. ,. ,; .� ` r 'r;:,.,t ..�s .�',J r1. , .: .:, t s i srr ! •tit F�t,ytn y� tt+:tti,� +t;v:•':ys) i�,y�l1.�.;,rr�it ,f d .a �,.,t.�+ Ev„t �!,• f. f rl +•:a a r,,. ;.r �'t e ;a 'r rt, •(f. ,<,i,�l..:l. ;,F( r. ,;�,�.F�, :3f., .`'c'�t&`4Y''`rr,-r. ak1,,"tF.. , ., .:�.. ! (; ;z', r I F .c r.+.' 'i '!!`'::- �»v• '{.� ,.50-�,�,•ri,? r ,. -,rtz,i ,.r{.f:t:wc'1,tn!,,,�� y}•„,tt iz'Y b:. ..r..t y. .,t:: 1st,}:,,} 7 ;I 7}�„t.t't:t.-:2�t.,.d.!;,1$!f�„i',� :t ..a�'r��te, .�:•iE.a o•'">.]•.x,>i'a.Rt ,,<' �5'.�77,S,a:a.::.t:+. r i. i. �:, +, :3 J'r $; .,7t,. } .1 .ui{+t .•,�'+.`Y"+.{{:S il.�tii e,.t $s.u.+.. ?art} 3�;��'< ,�,.,.r.;4,t }., ,'t=r a. F: .!„ ,,;; a C: a.1. r�,.t I,` N :1N„', •�,•,: .�' li9 71 't t�•ti 3 t ;,i. t IN' sr .tq�r x•1.. lirr v, t,x t � ^{ t.;:f, y $r.; 1 • ' r! � . + � .,.....r• ...., .._.,»_......H�.wt.dvrx:�nrir"r tee ,er, .tam+-r+.tit?yr,.iuirlse1�k+5i�k'A.W�.f��-iU' e .4' t➢ a� 4. t,.��.,J..:4a.c,i.w'.K.,:r,c,.r.Y.t..;•.u.w ,.t<.._.. _. ., ... :.uo,�r•rt.n'H,r., i•.s.u,:,:,r.,..,.r,.'.: ct' `rN,�.y��#`ta4�b «.,5! ;tf��' WATER POLLUTION CONTROL FACILITY EXPANSION { CITY OF JEFFERSON,MISSOURI '` i 1.14 RECORD DOCUMENTS I E 3. � �• A, Maintain record documents in accordance with SECTION 01720, Record Documents. - 4k 1 1.15 GUARANTEE A. Contractor Responsibility: The Installer shall guarantee all work materials and i x, rY 'f equipment furnished under these specifications for period of 1 ear from the date of P P Y formal acceptance. Within the guarantee period, all defective equipment ort�' ' installation shall be corrected to the satisfaction of the Owner, without additional cost. I. I B. Manufacturer's Certificate of Warranty: Warranty shall be obtained for all equipment. Warranty shall be obtained for at least one year as defined in the Paragraph: Installer Responsibility. Where longer period is called for in the specific equipment I ' specifications,the longer period shall govern. 8 `.r r' �Ir•I�1'��'�rK?Pr S��'i';i. f: PART 2 - PRODUCTS Sh � r 4' t Not Applicable. rYw� ka N;t ;y4•� �` 9rk ti ,1 qa PART 3 - EXECUTION 3: :+ •� {.%r.,�`d,,: (a.yr�Ria. Not Applicable. - 'i END OF SECTION 15012 xg �,3 l:i:� �Yit �ri b,�i:t;��•, •��'� �AN�'�'Y"6S Al Alt},d� �, j' [1 d :, � rid {:r r F•'�y�. t .iji•1 ,i ri,�xl t , C5-4199-00 15012 -4 FIRE PROTECTION GENERAL `;tf 54 RO—3/19/01 PROVISIONS �,r`1,. i•,.n r•,,;r.>:.'�'�..>),�.)+��.�.)r eAtt�n}�Y�,.:.r+1r r,.td�1"�;.:'•}A r/v,'.,i��r�S's,,;:.{�.r f t.s�r y;'..t.'�.��y�PS^t<i,,N!„.t}^'ii,�;'.t!74i•:ft n°7ly�,,�:'��,x:;-,'R,S�).1i.sy:f r,'j,ti!i,'ati t'�i,•,•s J h.}�d.r�r;t+;l'a ln7�'ia;�,b,ay r:,...."�xt„�xi;�rf,'..i",',r",y�SJ.{{.rr�•Yr�+''2X..`y,f.":.e i.t$.,Ik T1.,a��.Z rG^c„.y".'5'..�r`5.;.l i',4.f..,J,!c n�'Y.F rr7r`,�'..T+,t.,:r�','ya;'(T t'„•.1,t...0.•l�'l'M,t�er.a,t.§a,•ilt•?v..2 d?c q'';r{t,�'r.{r�+1 iY;,'4%.�,:"1,t'.1j.a.:�”;5„.'..,:,;�r,'s;i,`.r•r"�'�r.c�->.,.•..r l•:-.,:..r,.'s.�i'''`S',/(+Ji r.>5,.F�t r�,t..'i+•,'�{r,'!i,.."�J t.s].r t y q�r,..,:!yS..�ct R.t�.w F t:�t c�l,+t{'r,,...,i'k.'i 1:,':s}rr,'',Li'(;1;�tt r v.si.'f i..:'ro,�,ny,l:i v:.^'i,,)�”;..:e.T v•,,,,J^f?•t+.,a,'�t..s..lriti..a{r�F f f'k,'o-r`^,'^7;f`.;dM.^,::i�.^v 4':4 r"`t�s,:?J�:�P,1�,x;t,.S:.y t,'J„J,r„�',�r r i w,e a.t.,},..i•.�yt`i t�.,:f.t.^a a.l).��,}:'i;r ri•t,.,i:s:i 1';tj,r y•;ie'rl..�,y t,w kl:k rx,S.y;.'.rt+:3;i')�i 1ty,,.ci`,.tE'r,�;'.{.i.{i'.+�t,',;.1,�.;r".�b'+s>,�•�7�d s{.�H t''';r^r�<.,}�tbhJ.p�rr,.'ft.7•./J r t,�P6r,r?+,'a�GtIt.crd;,g',.,st„�;t],,s':s1rJ Y';1L!r,':'3i a.rit s:d'a7.�5 i t f�.5.,�2,�.s '4 .�" -,<t :•:.A�{ r dXp�,` fia•�r.�' '�t+�9a,'r,"r,.'� 9t i: ;..t .I �. , a,•�sfl.n, .,.y, ;'}xal r?a',];• ttt`;`A.t• J.r�.n+c�.., ;5"rrh.'t.f,+ s It F S w S .1 .i.r. h.. }ff. 1f ,I.,'Jt:yr>,.a ,+t i. ._t .'i.>�. fi '}x �, '�` .� �t, yy 1 �'. ;:"1..r rjry�Ly k ,s t .•+'.x ;.;� al�, ;'�t ,' yt�, ,},4., v'^rr •;e. 9`�`'$` ,� .yr4,��;r.r sir Z �,. �' �5 ,,.}4,r 3 S!.'�:.�,��.`'� ult: r.rr• iA"E 5 .`?, tt7. 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WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI f "9 f .F.;, SECTION 15050 -BASIC MECHANICAL MATERIALS AND METHODS PART 1 - GENERAL a 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections,apply to this Section. ! �• t 1.2 SUMMARY 4 A A. This Section includes the following: .xS .” �:.4M1t'N*a�:S"�i, 1. Piping materials and installation instructions common to most piping systems. ''< • '`=`' 2. Transition fittings. 3. Dielectric fittings. 4. Mechanical sleeve seals. 5. Sleeves. 6. Escutcheons. 7. Grout. 8. Mechanical demolition. -w 9. Equipment installation requirements common to equipment sections. 10. Painting and finishing. 11. Concrete bases. - 12. Supports and anchorages. 1.3 DEFINITIONS A. Finished Spaces: Spaces other than mechanical and electrical equipment rooms, furred 'i spaces, pipe and duct shafts, unheated spaces immediately below roof, spaces above ceilings, unexcavated spaces, crawlspaces, and tunnels. •, B. Exposed, Interior Installations: Exposed to view indoors. Examples include finished occupied spaces and mechanical equipment rooms. r C. Exposed, Exterior Installations: Exposed to view outdoors or subject to outdoor ambient temperatures and weather conditions. Examples include rooftop locations. D. Concealed Interior Installations: Concealed from view and protected from physical contact by building occupants. Examples include above ceilings and in duct shafts. ',�; �-�� u• 74,.•. E rfil�� . E. Concealed, Exterior Installations: Concealed from view and protected from weatheri�'' conditions and physical contact by building occupants but subject to outdoor ambient ``''''"" r temperatures. Examples include installations within unheated shelters, if �{fir"r {`"d irl'.:�, • C5-4199-00 15050-1 BASIC MECHANICAL MATERIALS RO 3/19/01 AND METHODS 771 al+rgtnrWr7+ FwW+r^,'•' r V t'� "'I(� �. r � 1 t t, i r ��1 c '. } , s ri ;• + ��s r'�w�-lt' �.f 5 �r f,. r5; ";O ; a i f; f nC.d.'�,�A57 u+, WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI � 1.4 SUBMIT'T'ALS F i A. Product Data: For the following: 1. Transition fittings. 2. Dielectric fittings. 'y 3. Mechanical sleeve seals. 4. Escutcheons. B. Welding certificates. y 1.5 QUALITY ASSURANCE ' ;fir A. Steel Support Welding: Qualify processes and operators according to AWS D1.1, "Structural Welding Code—Steel" J B. Steel Pipe Welding: Qualify processes and operators according to ASME Boiler and Pressure Vessel Code: Section IX, "Welding and Brazing Qualifications." ' 1. Comply with provisions in ASME B31 Series, "Code for Pressure Piping." 2 Certify that each welder has passed AWS qualification tests for welding processes � involved and that certification is current. C. Electrical Characteristics for Mechanical Equipment: Equipment of higher electrical characteristics may be furnished provided such proposed equipment is approved in writing and connecting electrical services, circuit breakers, and conduit sizes are appropriately modified. If minimum energy ratings or efficiencies are specified, z , equipment shall comply with requirements. k 1.6 DELIVERY, STORAGE, AND HANDLING A. Deliver pipes and tubes with factory-applied end caps. Maintain end caps through shipping, storage, and handling to prevent pipe end damage and to prevent entrance of dirt, debris, and moisture. B. Store plastic pipes protected from direct sunlight. Support to prevent sagging and ;y, a > ` bending. rAR I 1.7 COORDINATION A. Arrange for pipe spaces, chases, slots, and openings in building structure during x, progress of construction, to allow for mechanical installations. Zrr r ' B. Coordinate installation of required supporting devices and set sleeves in poured-in-place concrete and other structural components as they are constructed. C54199-00 15050-2 BASIC MECHANICAL MATERIALS 0 RO—3/19/01 AND METHODS -r.;ii •,7 1 5 ' r i < , :t WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI C. Coordinate requirements for access panels and doors for mechanical items requiring access that are concealed behind finished surfaces. Access panels and doors are specified in Division 8 Section "Access Doors and Frames." PART 2 - PRODUCTS 1 2.1 PIPE, TUBE, AND FITTINGS A. Refer to individual Division 15 piping Sections for pipe, tube, and fitting materials and `....� .,.: , --� joining methods. 'N B. Pipe Threads: ASME B 1.20.1 for factory-threaded pipe and pipe fittings. 1 <' 2.2 JOINING MATERIALS A. Refer to individual Division 15 piping Sections for special joining materials not listed ;,•.,,.t,4 below. r ' r.� B. Pipe-Flange Gasket Materials: Suitable for chemical and thermal conditions of piping ' system contents. 1. ASME B 16.21, nonmetallic, flat, asbestos-free, 1/8-inch maximum thickness 7 unless thickness or specific material is indicated. 1 ` a. Full-Face Type: For flat-face, Class 125, cast-iron and cast-bronze flanges, i b. Narrow-Face Type: For raised-face Class 250 cast-iron and steel flanges. 2. AWWA C110, rubber, flat face, 1/8 inch thick, unless otherwise indicated; and full-face i or ring type, unless otherwise indicated. C. Flange Bolts and Nuts: ASME B18.2.1, carbon steel, unless otherwise indicated. ..f'' t ' + r i D. Plastic, Pipe-Flange Gasket, Bolts, and Nuts: Type and material recommended by t, piping system manufacturer, unless otherwise indicated. r.•�.....?,:._u;; } E. Solder Filler Metals: ASTM B 32, lead-free alloys. Include water-flushable flux according to ASTM B 813. F. Brazing Filler Metals: AWS A5.8, BCuP Series, copper-phosphorus alloys for general- duty brazing, unless otherwise indicated; and AWS A5.8 BA 1 silver alloy for ':';'':' refrigerant piping, unless otherwise indicated. F } erwis i ndi 5 t G. Welding Filler Metals: Comply with AWS D10.12 for welding materials appropriate for wall thickness and chemical analysis of steel pipe being welded. '., H. Solvent Cements for Joining Plastic Piping. M1M1�� J J C5-4199-00 15050-3 BASIC MECHANICAL MATERIALS 4k RO—3/19/01 AND METHODS'± '- I"4 ..:"•,k 'Sth'3Y.9S7�dk$�aK'F:d�f° 'i '61`1M"4 +,""_ 7,17 ` �?it•` t ' , f f , : ',. J tri.�i�:J �5}�,t'�1. ... .. ,.. . '.. ,.. ....r. ., , e ¢s..ri ('c .,,.;+ t?t�X#+.'+�41f��f1�*�'7• 1 r.t WATER POLLUTION CONTROL FACILITY EXPANSION 1{'] CITY f" � Y OF JEFFERSON, MISSOURI L ABS Piping: ASTM D 2235. a 2. CPVC Piping: ASTM F 493. 3. PVC Piping: ASTM D 2564. Include primer according to ASTM F 656. `., 4. PVC to ABS Piping Transition: ASTM D 3138. I. Fiberglass Pipe Adhesive: As furnished or recommended by pipe manufacturer. 2.3 TRANSITION FITTINGS A. AWWA Transition Couplings: Same size as, and with pressure rating at least equal to and with ends compatible with,piping to be joined. ` ' � 1. Under ground Piping NPS 1-1/2 and Smaller: Manufactured fitting or coupling. ; ": ±'' 2. Underground Piping NPS 2 and Larger: AWWA C219, me tal sleeve-type coupling. 3. Aboveground Pressure Piping: Pipe fitting. ,^ B. Plastic-to-Metal Transition Fittings: one-piece fitting with manufacturer's Schedule 80 equivalent dimensions; one end with threaded brass insert, and one solvent-cement-joint end. C. Plastic -to-Metal Transition Adaptors: One-piece fitting with manufacturer's SDR 11 quivalent dimensions; one end with threaded brass insert, and one solvent-cement-joint end. D. Plastic-to-Metal Transition Unions: MSS SP-107, four-part union. Include brass end, j solvent-cement-joint end,rubber O-ring, and union nut. t E. Flexible Transition Couplings for Underground Nonpressure Drainage Piping: rY '' ASTM C 1173 with elastomeric sleeve, ends same size as piping to be joined, and f corrosion-resistant metal band on each end. 2.4 DIELECTRIC FITTINGS A. Description: Combination fitting of copper alloy and ferrous materials with threaded solder-joint,p lain or weld-neck end connections that match piping system materials. B. Insulating Material: Suitable for system fluid, pressure, and temperature. � IxYi, 5i dpi.;i;ir. C. Dielectric Unions: Factory-fabricated, union assembly, for 250-psig minimum working ' at 180 pressure ° F. r. •;r". 'fry,, #,••�r.•:,-:.: D. Dielectric Flanges: Factory-fabricated, companion-flange assembly, for 150- or 300- , • psig minimum working pressure as required to suit system pressures. g p q Elr�11111;ti3• C5-4199-00 15050-4 BASIC MECHANICAL MATERIALS v RO--3/19/01 AND METHODS �� f f yp t ,t Y, +M24Trk4is?Lf34Sfi:Ah'Wa1dt'Ntl vnYr+a.u. � ww..M1'aWMFKHXt(itA2ryYlWM31'1MO.MM-!+`^^ Y'��vk h(3t ; ��L� 't y� f fk •, L S + ; `ti f t t t�ti'64f:1ry•..tt + ^,�' . '{Lh . £tf:, ',fx'Ft't ' aF rJ ` ,r t,t ..2; i.5V iytj..•�""�"�'}��;'�,�,vaar''�. 2 � j, i. `S g.� >.< t is + + ` t,a 1 S' .� �'IS,tr�t #t� t '• i 1•i r r t.8 z � 7r�',r'4'r�4•. e , < it i,; t3 t r' t ! � r ,;( t y 'i• � r W,t`+:k�+}�r'}3��k'1�"'' �p��liY'',s• pop 1 *?;,r .pia. dy{S1tt�FX } NriIiV�33, �J. ' WATER POLLUTION CONTROL FACILITY EXPANSION ` CITY OF JEFFERSON, MISSOURI ' E. Dielectric-Flange Kits: Companion-flange assembly for field assembly. Include I' flanges, full-face- or ring-type neoprene or phenolic gasket, phenolic or polyethylene bolt sleeves,phenolic washers, and steel backing washers. t; 1. Separate companion flanges and steel bolts and nuts shall have 150- or 300-psig minimum working pressure where required to suit system pressures. F. Dielectric Couplings: Galvanized-steel coupling with inert and noncorrosive, thermoplastic lining; threaded ends; and 300-psig minimum working pressure at 225° F. rrY G. Dielectric Nipples: Electroplated steel nipple with inert and noncorrosive, thermoplastic lining; plain, threaded, or grooved ends; and 300-psig minimum working r ;r pressure at 225° F. 2.5 MECHANICAL SLEEVE SEALS A. Description: Modular sealing element unit, designed for field assembly, to fill annular ;r space between pipe and sleeve. I ,I �r.•rk, tF ,i:. . f7l� 1. Sealing Elements: EPDM interlocking links shaped to fit surface of pipe. Include type and number required for pipe material and size of pipe. ' 2. Pressure Plates: Plastic. Include two for each sealing element. ..� 3. Connecting Bolts and Nuts: Stainless steel of length required to secure pressure Fr;•„: ..:;;�,,: 1 plates to sealing elements. Include one for each sealing element. `tt` 2.6 SLEEVES ! A. Galvanized-Steel Sheet: 0.0239-inch minimum thickness; round tube closed with welded longitudinal joint. B. Steel Pipe: AST ;Jt M A 53, Type E, Grade B, Schedule 40, galvanized, plain ends, C. Cast Iron: Cast or fabricated wall pipe equivalent to ductile-iron pressure pipe, with lain ends and integral waterstop, unless otherwise indicated. ' D. Stack Sleeve Fittings: Manufactured, cast-iron sleeve with integral clamping flange. Include clamping ring and bolts and nuts for membrane flashing. i <1"i4s , 1. Underdeck Clamp: Clamping ring with set screws. f 2.7 ESCUTCHEONS A. Description: Manufactured wall and ceiling escutcheons and floor plates, with an ID to P g P closely fit around c y pipe, tube, and insulation of insulated piping and an OD that completely covers opening. ..tiyFCt Yi.•'': C5-4199-00 15050-5 BASIC MECHANICAL MATERIALS tir,v p 71 RO—3/19/01 AND METHODS rE jj.i�" {'7C' ,cfi".� K1'�'it�:(�l{"xk�sRwct'M+”' - ...,....«h w.nu. .-....w..n.+.rwuarsatta.�.wra.w«..^*•-°' ', i i..-w"',pEy?{.`' t+G> f . . yy ' 3r 1 ri i. t �r = i ' � r rr a .».+.....M,;..':..,.........._ `.....,.+,,.�. ... n ................... .. . .. ... ., .,...m.._ .... .. . .. ,•.a,.,«,r.... ,.-.i... v,.....'°t +y;. fY,.trh'H'{it�l'tf•,t?�`,�i+��4 ��r i, , •ir' WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI B. One-Piece, Deep-Pattern Type: Deep-drawn, box-shaped brass with polished chrome- plated finish. C. One-Piece, Cast-Brass Type: With set screw, ?' i7 t "i 1. Finish: Polished chrome-plated D. Split-Casting, Cast-Brass Type: With concealed hinge and set screw. ' 1. Finish: Polished chrome-plated E. One-Piece, Stamped-Steel Type: With set screw or spring clips and chrome-plated . finish. p` !`' t€ s F. Split-Plate, Stamped-Steel Type: With concealed hinge, set screw or spring clips, and chrome-plated finish. G. One-Piece, Floor-Plate Type: Cast-iron floor plate. H. Split-Casting,Floor-Plate Type: Cast brass with concealed hinge and set screw. 2.8 GROUT Zy 4Jt A. Description: 5000 psi minimum compressive strength at 7 days when tested by ASTM ij C109. Shrinkage limited to 0.00" in plastic state when tested in accordance with ASTM C827 and in hardened state when tested in accordance with Corps of Engineers CRD- 0621. �^ft:.�,i•7•;'l./fi�'�` lot PART 3 EXECUTION 3.1 MECHANICAL DEMOLITION r'.,fr;• r'"��` � qtr tg., �� .�,•{ A. Disconnect, demolish, and remove mechanical systems, equipment, and com components Y P indicated to be removed. ` 1. Piping to Be Removed: Remove portion of piping indicated to be removed and cap or plug remaining piping with same or compatible piping material. 2. Piping to Be Abandoned in Place: Drain piping and cap or plug piping with same or compatible piping material. .,. 3. Ducts to Be Removed: Remove portion of ducts indicated to be removed and � ``F=. plug remaining ducts with same or compatible ductwork material. t' 4. Ducts to Be Abandoned in Place: Cap or plug ducts with same or compatible ; ductwork material. S. Equipment to Be Removed: Disconnect and cap services and remove equipment. C54199-00 15050-6 BASIC MECHANICAL IV1A.TERIALS 4 RO—3/19/01 AND METHODS r, •n z»«., »,awwi77✓tw+m. - """°'"'^�`•wtsmq�? `k1yANidOWGrtl,r++i'^°`' r s'- i , 4. • +' it, s,� �sy r iii aJ'4 tc , �i t WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI ; f 6, Equipment to Be Removed and Reinstalled: Disconnect and cap services and remove, clean, and store equipment; when appropriate, reinstall, reconnect, and make equipment operational. 7. Equipment to Be Removed and Salvaged: Disconnect and cap services and remove equipment and deliver to Owner. B. If pipe, insulation, or equipment to remain is damaged in appearance or is g PP h unserviceable, remove damaged or unserviceable portions and replace with new products of equal capacity and quality. ":... P' q P h' F .. q tY• � 3.2 PIPING SYSTEMS - COMMON REQUIREMENTS A. Install piping according to the following requirements and Division 15 Sectionsw ` F,y.,, i specifying piping systems. ;': B. Drawing plans, schematics, and diagrams indicate general location and arrangement of "? piping systems. Indicated locations and arrangements were used to size pipe and 1 calculate friction loss expansion, a • , p , pump sizing, and other design considerations. Install piping as indicated unless deviations to layout are approved on Coordination Drawings. , ? C. Install piping in concealed locations, unless otherwise indicated and except in ;: .''t� ,t. 'i " equipment rooms and service areas. ! j j �. piping D. Install indicated to be exposed and piping in equipment rooms and service areas ,`•�°''��`�_;�_ •��± i at right angles or parallel to building alls. Dia ` ` �� " ) specifically indicated otherwise. g Diagonal ions are prohibited unless E. Install piping above accessible ceilings to allow sufficient space for ceiling panel removal. _! F. Install piping to permit valve servicing. G. Install piping at indicated slopes. H. Install piping free of sags and bends. ( I. Install finings for changes in direction and branch connections. ;;;..:;:'.>.:.,.. ... i J. Install piping to allow application of insulation. K. Select system components with pressure rating equal to or greater than system operating pressure. y L. Install escutcheons for penetrations of walls, ceilings, and floors according to the following: C5-4199-00 15050-7 BASIC MECHANICAL MATERIALS RO—3/19/01 AND METHODS . ��t,.,". C�3 f�ns��vrt��i'�1�.�±�.'V'q'iYNZt.hw••"'." .,.+•..w.acywNR"ramBLNmfenti ...v..s nvwyrypyJt,1 k ..,...,,. r z• S ti . u.uwra+.«.„,. ....:..:... :.........«. ,w.rr...,.�ra....rn.,,.. :.........,. .•. w, a ., riF, '�`i�`5'� FG 1F� '�r .'n t WATER POLLUTION CONTROL FACILITY EXPANSION t • CITY OF JEFFERSON, MISSOURI 1. New Piping: a. Piping with Fitting or Sleeve Protruding from Wall: One-piece, deep- pattern type. b. Chrome-Plated Piping: One-piece, cast-brass type with polished chrome- plated finish. C. Insulated Piping: One-piece, stamped-steel type with spring clips. d. Bare Piping at Wall and Floor Penetrations in Finished Spaces: One-piece, cast-brass type with polished chrome-plated finish. e. Bare Piping at Ceiling Penetrations in Finished Spaces: One-piece or split- casting, cast-brass type with polished chrome-plated finish. ` f Bare Piping in Unfinished Service Spaces: One-piece, cast-brass type with I polished chrome-plated finish. ; g. Bare Piping in Equipment Rooms: One-piece, cast-brass type. h. Bare Piping at Floor Penetrations in Equipment Rooms: One-piece, floor- plate type. ' r 2. Existing Piping: Use the following: r a. Chrome-Plated Piping: Split-casting, cast-brass type with chrome-plated finish. b. Insulated Piping: Split-plate, stamped-steel type with concealed or '. exposed-rivet hinge and spring clips. C. Bare Pi Wall and Flo Split- casting, Piping at Penetrations in Finished Spaces: cast-brass type with chrome-plated finish. d. Bare Piping Ceiling Penetrations in Finished Spaces: S lit-casting in at Ceili p cast- brass type with chrome-plated finish. e. Bare Pi shed Piping in Unfinished Service Spaces: Split-casting, cast-brass type �` ' � ''�� `,'•. t•tl4.J . with polished chrome-plated rough-brass finish. f. Bare Piping in Unfinished Service Spaces: Split-plate, stain ed-steel type j with concealed or exposed-rivet hinge and set screw or spring clips. + ,; g. Bare Piping in Equipment Rooms: Split-casting, cast-brass type. h. Bare Piping in Equipment Rooms: Split-plate, stamped-steel type with set ,' `•�' `t or spring screw n g clips. i. Bare Piping at Floor Penetrations in Equipment Rooms: Split-casting, } floor-plate type. M. Install sleeves for pipes passing through concrete and masonry walls, gypsum-board partitions, and concrete floor and roof slabs. '= "` r; 1. Cut sleeves to length for mounting flush with both surfaces. a. Exception: Extend sleeves installed in floors of mechanical equipment areas or other wet areas 4 inches above finished floor level. Extend cast- C5-4199-00 15050-8 BASIC MECHANICAL MATERIALS RO—3/19/01 ALS AND METHODS IY* 4''ij�•+o1 i" 1{}"tip. y(: _ Jv }q'[A�tVnURmvra.tne!...xw±r.^..c^,•. r,^ nr+E tcy�ytstxurt: YYF,Ctwnmrruerw.•..�. t.._-....,.,„,w..,,,,,,,a�wwwma aa.nn+++--'--: -- It .4Ttf to i { t;, i .y r , .flr s3''. .y ;✓' "i'#f ti ^ F7 ti }y.,� {{• '?Lr 'U..1S?�y r i., 4.. ( :5;:f,�I 1{ .4f t1{4t �,..f S,A�`g7'aG`5r [ 7r� .� ,,; (..'. t , ,+r < 1 't``� r r4 •4 t� 3��. of �tn�lf r'i� { ! -' WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI PM is> iron sleeve fittings below floor slab as required to secure clamping ring if ring is specified. I; 2. Install sleeves in new walls and slabs as new walls and slabs are constructed. -�� 3. Install sleeves that are large enough to provide 1/4-inch annular clear space -a between sleeve and pipe or pipe insulation. Use the following sleeve materials: f a. Steel Pipe Sleeves: For pipes smaller than NPS 6. Steel Sheet Sleeves:b. S 1 S e t S ee es: For pipes NPS 6 and larger, penetrating gypsum-board �-,•��.r..:�,�;:w;f partitions. ^' c. Stack Sleeve Fittings: For pipes penetrating floors with membrane " ' waterproofing. Secure flashing between clamping flanges. Install section . , of cast-iron soil pipe to extend sleeve to 2 inches above finished floor level. -T Refer to Division 7 Section "Sheet Metal Flashing and Trim" for flashing. ! t . 1) Seal space outside of sleeve fittings with grout. 4. Except for locations where mechanical sleeve seal is specified, seal annular space I between sleeve and pipe or pipe insulation, using joint sealants appropriate for , r size, depth, and location of joint. Refer to Division 7 Section "Joint Sealants" for ;y J materials and installation. ' N. Aboveground, Exterior-Wall Pipe Penetrations: Seal penetrations using sleeves and mechanical sleeve seals. Select sleeve size to allow for 1-inch annular clear space between pipe and sleeve for installing mechanical sleeve seals. 3 1. Install steel pipe for sleeves smaller than 6 inches in diameter. 2. Install cast-iron "wall pipes" for sleeves 6 inches and larger in diameter. ► 3. Mechanical Sleeve Seal Installation: Select type and number of sealing elements required for pipe material and size. Position pipe in center of sleeve. Assemble mechanical sleeve seals and install in annular space between pipe and sleeve. Tighten bolts �i against pressure plates that cause sealing elements to expand and J. make watertight seal. O. Underground Exterior-Wall Pipe Penetrations: Use wall castings unless noted otherwise, If Drawings allow use of sleeves, install cast-iron wall pipes for sleeves. �Y Seal pipe penetrations using mechanical sleeve seals. Select sleeve size to allow for 1- a:=-:: ..„..... .. inch annular clear space between pipe and sleeve for installing mechanical sleeve seals. 1. Mechanical Sleeve Seal Installation: Select type and number of sealing elements required for pipe material and size. Position pipe in center of sleeve. Assemble '; mechanical sleeve seals and install in annular space between pipe and sleeve. ; Tighten bolts against pressure plates that cause sealing elements to expand and t� make watertight seal. y C54199-00 15050-9 BASIC MECHANICAL MATERIALS RO— 3/19/01 AND METHODS w” .. ... v. 'r{ `�`°rx�4��h •��kff3�'xk�wnl.!v +�aaw,urw •�«» wt+.,�evrww.« -'�'....^'n"*u 4 j� 1 r WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI P. Fire-Barrier Penetrations: Maintain indicated fire rating of walls, P artitions ceilings, and floors at pipe penetrations. Seal pipe penetrations with firestop materials. Refer to Division 7 Section Through-Penetration Firestop Systems for materials. Q. Verify final equipment locations for roughing-in. 1 faSK'rj�' t•. R. Refer to equipment specifications in other Sections of these Specifications for roughing- in requirements. 3.3 PIPING JOINT CONS'T'RUCTION • A. Join pipe and fittings according to the following requirements and Division 15 Sections ;. . specifying piping systems. B. Ream ends of pipes and tubes and remove burrs. Bevel plain ends of steel pipe. 4K a: C. Remove scale, slag, dirt, and debris from inside and outside of pipe and fittings before r-^, assembly. t' D. Soldered Joints: Apply ASTM B 813, water-flushable flux, unless otherwise indicated, to tube end. Construct joints according to ASTM B 828 or CDA's "Copper Tube i Handbook," using lead-free solder alloy complying with ASTM B 32. Ry v' S ! 1 ' i+ � )1'• Yk'i'FZ 1' E. Brazed Joints: Construct joints according to AWS s "Brazing Handbook,11 "Pipe and f' ;,;, _• 1 I Tube" Chapter, � Cha ter, using copper-phosphorus brazing filler metal complying with AWS A5.8. 1 .Y N F. Threaded Joints: Thread pipe with tapered pipe threads according to ASME B 1.20.1. Cut threads full and clean using sharp dies. Ream threaded pipe ends to remove burrs and restore full ID. Join pipe fittings and valves as follows: 1. Apply appropriate tape or thread compound to external pipe threads unless dry seal threading is specified. � 2. Damaged Threads: Do not use pipe or pipe fittings with threads that are corroded or damaged. Do not use pipe sections that have cracked or open welds. G. Welded Joints: Construct joints according to AWS D10.12, using qualified processes . and welding operators according to Part 1 "Quality Assurance" Article. H. Flanged Joints: Select appropriate gasket material size, type, and thickness for service application. Install gasket concentrically positioned. Use suitable lubricants on bolt threads. r7:Y !'1 i,Yf�,1Jf I. Plastic Piping Solvent-Cement Joints: Clean and d joining J ni i surfaces. Join pipe x ct fittings according to the following: WA C54199-00 15050-10 BASIC MECHANICAL MATERIALS ( ` RO—3/19/01 AND METHODS s�1 it#r$''„ ,�j:.,{"Ny^rxa+wwwwn>ra�r�.iF,.w.•.= .-' --- .�_., ws>.za'+ACVt:irsxnwe:'t f,^+..,...--•-.-._... �i.,.. ..w.annzuMnwrzaaii+..^T'^'` t. r)„r :1'� 7k;�( t: ,1 r 0'1�r4}' 1 Y <�,�(�'� 1f t ;£ arty( + t 6qw^ a,s •1 .t( , f WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI Comply with ASTM F 402 for safe-handling practice of cleaners, primers, and solvent cements. 2. ABS Piping: Join according to ASTM D 2235 and ASTM D 2661 Appendixes. 3. CPVC Piping: Join according to ASTM D 2846/1) 2846M Appendix. 4. PVC Pressure Piping: Join schedule number ASTM D 1785, PVC pipe and PVC J socket fittings according to ASTM D 2672. Join other-than-schedule-number PVC pipe and socket fittings according to ASTM D 2855. 5. PVC Nonpressure Piping: Join according to ASTM D 2855. . }+ 1+= ...a 6. PVC to ABS Nonpressure Transition Fittings: Join according to ASTM D 3138 i Appendix. } i "• J. Plastic Pressure Piping Gasketed Joints: Join according to ASTM D 3139. K. Plastic Nonpressure Piping Gasketed Joints: Jain according to ASTM D 3212. y L. PE Piping Heat-Fusion Joints: Clean and d P g dry joining surfaces by wiping with clean cloth or paper towels. Join according to ASTM D 2657. 1. Plain-End Pipe and Fittings: Use butt fusion. 2. Plain-End Pipe and Socket Fittings: Use socket Rision. M. Fiberglass Bonded Joints: Prepare pipe ends and fittings, apply adhesive, and join " according to pipe manufacturer's written instructions. l f 3.4 PIPING CONNECTIONS ' A. Make connections accord following unless otherwise according to the indicated: 1. Install unions, in piping NPS 2 and smaller, adjacent to each valve and at final E connection to each piece of a equipment. 2. Install flanges, in piping NPS 2-1/2 and larger, adjacent to flanged valves and at ryfiiir'is final connection to each piece of equipment. a :.J 3. Dry Piping Systems: Install dielectric unions and flanges to connect piping materials of dissimilar metals. a 4. Wet Piping Systems: Install dielectric coupling and nipple fittings to connect i piping materials of dissimilar metals. -, 3.5 EQUIPMENT INST ALLATION - COMMON REQUIREMENTS ±` A. Install equipment to allow maximum '`' ;. possible headroom unless specific mounting heights are not indicated. B. Install equipment level and plumb, parallel and perpendicular to other building systems f.o«-,:f:,:r,,, s•,, f and components in exposed interior spaces, unless otherwise indicated. rt;;'r�; l C5-4199-00 15050-11 BASIC MECHANICAL MATERIALS OOrt A . 17 RO— 3/19/01 AND METHODS js` o }: J �t F,• rm � } ��"'"t"..FWa+.n"^a 1 .n'aWw,.a ert;uu»...u+.,....-.. w .�...xwro�NUarraMWwa+f>u ., .•-...,,..w,,,y. ti 5 +f t d i i Pa. '+'' I ! ` ` t• 1, ' `•_ , , ! y WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI C. Install mechanical equipment to facilitate service, maintenance, and repair or replacement of components. Connect equipment for ease of disconnecting, with minimum interference to other installations. Extend grease fittings to accessible M locations. D. Install equipment to allow right of way for piping installed at required slope. 3.6 PAINTING ' ~ ` V,1 t , :! A. Painting of mechanical systems, equipment, and components is specified in Division 9 €4 , Section "Painting." B. Damage and Touchup: Repair marred and damaged+ factory-painted finishes with materials and procedures to match original factory finish. 3.7 CONCRETE BASES A. Concrete Bases: Anchor equipment to concrete base according to equipment r manufacturer's written instructions and according to seismic codes at Project. '`°` ` };:'7: '• f = 1. Construct concrete bases as shown on Drawings, using concrete and r reinforcement as specified in Division 3 —Concrete Work. '` y yt 2. Install epoxy-coated anchor bolts for supported equipment that extend through concrete base and anchor into struchiral concrete floor. _ 3. Place and secure anchorage devices. Use supported equipment manufacturer's i y y y setting drawings, templates, diagrams, instructions, and directions furnished with '{ items to be embedded. } 4. Install anchor bolts to elevations required for proper attachment to supported equipment. 5. Install anchor bolts according to anchor-bolt manufacturer's written instructions. 1+ 3.8 ERECTION OF METAL SUPPORTS AND ANCHORAGES A. Refer to Division 5 Section "Metal Fabrications" for structural steel. B. Cut, fit, and place miscellaneous metal supports accurately in location, alignment, and ;;,7r elevation to support and anchor mechanical materials and equipment. C. Field Welding: Comply with AWS D1.1. 3.9 ERECTION OF WOOD SUPPORTS AND ANCHORAGES f blocking, and anchorages to support, and A. Cut, it, and place wood grounds, nailers, g g pp anchor mechanical materials and equipment. `, . „,� .;.,• r j C54199-00 15050-12 BASIC MECHANICAL MATERIALS .,3 RO—3/19/01 AND METHODS ,yr�,.��—� nmRm+r»wrn+!!ct +racw....w..• w,yes'.wtvrx>tuw' ixtfavH!'+.+,"""""'.. ... rwi�xxwav+awtwwr.w.'o-^'j(?'—s .�i `v�t Tti r f r ,�{ Y �4tt '. r :.+dr t=a Fr�, .'i'. .. r (I } �rr}r �''.rt•trs�'{?it,�wi':�hfY}'t�.��%' N,r�t __ t t vif ?,kf.K4S rwrcwne, o r, t d �.J*� .7�Y" ��'{'rC,��u,. �et 1�. .`ti F et i r "� r ,i' .i J. n' ;;rl r l't fir, i ,� i ,�!�Ytr�,{'t `t`� �'• ��.,t+,;'i; .,+j,{,�'F.f'�•:;.�F�. �°kf`Irk.• :.Y., � .pper �t,yr,t;,lt, YE t r S L t § s:r.• I f+x bx ai V "'�C.St,./,i,,,f.f,#5,F ,i;,� :Ir + t s I , s t, .1') •k` C' n`j .a7..,."^ti'vj: T.t: •,ii:je:4t ."tes� �p.+rY�rct+�21�xp1i ;, >✓r .i. ,v,v,• +4;F+'#1 i Yq ",}s Jr , �tT ,:� a � .r ,Y :.. 4.K F 4 S' to '� ,�`tS +f.'e f','?,#j' ,•_b.f�.o-.ki�£ "°,y�q f�i 7j1 �ri'S�P,21�i , � � r i t ..rt �..� �r;, a. fY". �„?`. �'+1�4Stitt,'��'��;Gy"'�l'yt; �� .,:� . a. . WATER POLLUTION CONTROL FACILITY EXPANSION ,.;.=.#J:{rt., e`` CITY OF JEFFERSON, MISSOURI �. B. Select fastener sizes that will not penetrate members if opposite side will be exposed to view or will receive finish materials. Tighten connections between members. Install t fasteners without splitting wood members. ? C. Attach t substrates as required to support j o s ort loads. a 3.10 GROUTING a1' A. Mix and install grout for mechanical equipment base bearing surfaces, pump and other r,t" equipment base plates, and anchors. B. Clean stu»faces that will come into contact with grout. C. Provide forms as required for placement of grout. D. Avoid air entrapment during placement of grout. E. Place grout, completely fillip equipment bases. ,7fi '•` 7 F. Place grout on concrete bases and provide smooth bearing surface forequipment. ,•' G. Place grout around anchors. H. Cure placed grout. END OF SECTION 15050 , rte ,; 4. i�„ a ,•, y V tx''+i ,.,5t p".",. 'fi�'J•:it ��s�r�.•; i=ii{ . �} ,F T`�i.iit ,�,5 M ,�'iJ.•, t�J �M C5-4199-00 15050-13 BASIC MECHANICAL MATERIALS ' RQ—3/19/01 AND METHODS !', .f ;: n K4-�s i ,�. a^ n3!!�".a?W" p ":.i:C;,`l.i ir.st tt`T ?y ..Y•? /�k.,...4 t��l'mi�a,..fS.x{'t:r'T'�n r s tl..;�'.r�}f{}yZ.'4;xX^.Y'✓t,,:,�e"i(..,,a4''j#ta:y�r fi"#.#+:r•�7 N j:�t c J,,ni(F,Y M1'.,rF,wy:..f`��y.t sf{L N�Yt„"��e n x''vt t'�r�,,Y t✓y..W�y,.;,;rr;�-..t"��,T.�?.xa`rf5 4`t,z;+�tJ.''YT f r+ty.•S fi?s:,e,.#.•�e tt:�'a F,,.,�.jp,{y 3 1r�rr'�r[,"r j,�.f�}.1,.Y Y#",.a?}.r=t t}�;ny.«if i•4',N,a;J;..,,,`�y su:r,<•Si.,�'',r�,Jr.-�I�,,�,„-.A kt.��'f;.`.,.,p"Y,.t{�;i��>'r�„,1,�}t��,tE f-�k;t•r�.{c,'3;¢.-,fi,,.r.1 a-i�fi�qt}^,,:�-.w.•,i i:',?t t+�,„<''",t 4.>,.ks�'i.•f<`qsa tH:�'„'a•;.;.C''{7F;�:'dFl>i.6 Y e l r.i'1.y.nrk.'i 2_,.i,t t.1,t'.•i>.,.,;'.'}t�K f,.'M tr!..`;?,fi#.,.`,'"4tti.r�n<i',�.:�%.:';',f,:",:+@`.;r X2i��xq S n•N)'F.s?r?S r,;Sn�i'.,.,..+,�.�.,xa,,r,.e`e&S”j7+,,t r.;Ct,%f i,t5.fi.;�si..'�':f;«.st...,i,;t,.'(#I G�,``,�,I'rsI".Tr.�5-t',';;v v"t�,,,:..��r 7,7tt�f'��,:�'it.f.�'Y1.`e.:s'*:,f f.`�r x:.f.r l r,I�,,r,..,t7`��5'9,'i.�'.r.�.,.i§.j,Z,i...�-.1`t(.;.,vti,r„,.:.r,�.SrC;.+`b?.4,fy+.:;tj,.`w�"i,'.,:t:Y)y.i�.t G.,:;.n 1.#.t,.r t„'.��,',',�>t..}?l..,i?+,T<:'"t t i.>t a,,f,,,.1 d,•;i"1n,.'r J„`.`.�,.t r i.•,t.."a}�,.4 1},,..�'.�t a.t:t`.r�,.5 F..�3.;.,.,�.''jt,r':,•.:,i�t%>r.r.>t.;,1.,�.�i.'`,�."."..i 1t`trd}x��,`5 i'.,;%.�,,.1,,ry:.„�'';..f!ti+t.!,„7fd.d..�,.E t<.,;Ti;:.Ii+'''s,i cf�t>o'.',Fwi,e,::=t's.�:n'.i:`.k 7,,`•},,w,,.,t}',=��.,_i t..U'•f H t,SStct,'•fjA;,.?-,Y 1<`��;�,;°Stjt''5t�';.z'.l:.'0,„i i.tt�”•(1k,`�<:i t,'y u4,.w..',1<t;,,.r ya,,.d.Y,.:,i,.:ft.,,V..'1 S.t't,,r.v..�ft.',t R:.:f,t'yrr S i"•4'��,�«+tr4.nZc�h)k".t;.9.s•.,.;,.,y t.c.'•a s.,h..,.;}�t,',1.,.'+yyC-.,.:ai•.t•i Vi1,",,,,i,1P,�,r'.�L,t,y,,g at-g{15,..�.w a...s„,<ry r rt;n33„:''.'.fiSr;,.,��fJ.p,}C:,r,�4'.f'�•.';,t rr..;75 l.l..'p+s i;ru...X��,.`Sf{�`a�xer<r',�,C,.rz,`}�?.,`t t.SI'�':Gt,;:ky t'�.i`4.•L�((h.r.F0.'��.,•'Sn;,,(4..4 t,f f4 i,y r:>+{j."."3x�4'I�4„'t5t.,iot6t-^'.,«Y�d F•.F,-`,,1 r,: :iP..;aA{t•If } ��r v NI 11 t�&k ,1F.�.,�•I}t tt�.``� t. .ts k,h.,j�ft,,,,•>3':�},d{ . ]i 5#a •� a, ��n`�C .�`..' n .y. ,..t .�,.,?J,,„ .�.��;;,. 1,{t.«f.S"C,tytt...(,'.•';(S,, ;t ,,�1 ,,t[�. .t; .£i{.� tL'r;• �"t s..;•.. .''a4`.,, o 't,,k'-•,•. +ia ..'r~•fl,.. �U ,t: �`,br y ,,�(>, �v i4,. .] 66 Y., JJy�r7 <•r�k`. -} .Y k .'u,:;.,.as.,"�t:,;' r...., ..,at+i, .,rFs`°• �y,�Y e .c. .,}>,+S ;..t''i.:�:: ,.j. ,,f.P„3.rr: ;i«�''v,',a r .'�i•r � t v^. -#(yr ,3 # „�tr f, „w•„#• a..t '-a: ».3 ::i..r .f ,,. •w°. f ,t;;Y,�• ., e, 'r.; :lip :j3t.;r,...J , ! ,''��s.tX ,y, it 'N ".s �'e s.�;.� 'fi,.t..,ttt�l,•,rtt., w t �.,,� z � ,.}! ,.,L s:' t' ,�i:;�r�,k., '✓'. c” e'+, $ p.a �, ,., ��t't.. tl, ..2:.k� }�,.y,5r r't. I .Ft "t},-T'` r+. .,{`� •'tM`, L)' ,,' .} .,I � ”, ,,,`: ..,..jy Y 7 C .1�,. Y�., fwrri<t��AY.?.".s�,t'�'�''� .,t'J ,b:�' w + ii'; .,'Is •5 h , :.r, .r tf n! n'h;� f.,r. s l t f, c}:". : �l� a ,F 1tJJ,k, t' '•�.L.:X i 1,, tr': t .T ' ie. cf'.th,"'T:• a. 3, ! �'. � 4. r tt + .�A� rf :ti:�t;,. x*`,� i�;.' ,{x`'4S-£a��k Xt'Y.r,.3�!'�i r. .{ ......,,,..vv.. .....,.....,..,. <....rnre ...�,,, F ,l. .a ,. ... ..... V.,.ene .V. a.wr... ,,.....,.,.. .. .. ..+....�,......... ._..,.,t 3 I�!( yf .•f s WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI .. SECTION 15055 -MOTORS PART 1 - GENERAL 5 I 1.1 RELATED DOCUMENTS f A. Drawings and general provisions of the Contract including General and Supplementary Conditions and Division I Specification Sections, apply to this Section. I 1.2 SUMMARY A. This Section includes basic requirements for facto q factory-installed and field-installed • motors for I3VAC equipment. f( f sr i B. Related Sections include the following: : a 1. Division 15 Section "Mechanical Vibration and Seismic Controls" for mounting d vibration isolation an seismic-control devices. ,.� motors an tion isol d sei 2. Division 15 Sections for application of motors and reference to specific motor requirements for motor-driven equipment. f r is .j ,�•••,,� 1.3 DEFINITIONS � IONS ' A. Factory-Installed Motor: A motor installed by motorized-equipment manufacturer as i a component of equipment. B. Field-Installed Motor: A motor installed at Project site and not factory installed as an .1 integral component of motorized equipments'# •z,: 1.4 SUBMITTALS ISy71Ff trtxt'�+�t ; ti 1 I A. Product Data for Field-Installed Motors: For each type and size of motor, provide '„>t: nameplate data and ratings; shipping, installed, and operating weights; mounting !, ' arrangements; size, type, and location of winding terminations; conduit entry and S 16? ground lug locations; and information on coatings or finishes. ' B. Shop Drawings for Field-Installed Motors: Dimensioned plans, elevations, sections, ,t, and details, including required clearances and service space around equipment. Include the following: ' 1. Each installed unit's it s type and details. 2. Nameplate legends. 1Xt, + , ,! ; 3. Diagrams of power and control wiring. Provide schematic wiring diagram for `+iR' ;;:,, ' each type of motor and for each control scheme. tt�ryytgyf�?'f' C5-4199-00 15055 - 1 MOTORS RO— 3/19/01 ” .::• ',, .....7 err„-ay{wi.>.,ytwrwauye,,....,,... r 3'. 7 t WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI C. Coordination Drawings: Floor plans showing dimensioned layout, required workinix� clearances, and required area above and around field-installed motors. Show motor layout, mechanical power transfer link, driven load, and relationship between electrical components and adjacent nt structural and mechanical elements. Show support locations, type of support, and weight on each support. Indicate field measurements. D. Manufacturer Seismic Qualification Certification: Submit certification that motors, accessories, and components will withstand seismic forces defined in Division 15 Section "Mechanical Vibration and Seismic Controls." Include the following: x5' M'' t I. Basis of Certification: Indicate whether withstand certification is based on actual test of assembled components or on calculation. The a• term "withstand" means "the unit will remain in place without separation of any parts from the device when subjected to the seismic forces specified and the unit will be fully operational after the seismic event. 2. Dimensioned Outline Drawings of Motorized Equipment: Identify center of y gravity and locate and describe mounting and anchorage provisions. ,I 3. Detailed description of equipment anchorage devices on which the certification is ;,;. based and their installation requirements, E. Qualification Data: For testing agency. 1 J y F. Test Reports: Written reports specified in Parts 2 and 3. G. Operation and Maintenance Data: For field-installed motors to include in emer enc operation, and maintenance manuals. g y' L 1.5 QUALITY ASSURANCE A. Testing Agency g Qualifications: An independent testing agency, acceptable to authorities having jurisdiction, with the experience and capability to conduct the testing indicated, as documented according to ASTM E 548. Ll B. Source Limitations: Obtain field-installed motors of a single typ e through one source from a single manufacturer. ; C. Product Options for Field-Installed Motors: Drawings indicate size profiles, and dimensional requirements of motors and are based on the specific system indicated. Refer to Division 1 Section "Product Requirements." D. Components, Electrical D Devices, and 'x' ;�: PA 70 � Access Listed labeled din Accessories: s: and NF Article 100 b a as define y testing agency g acceptable to jurisdiction, marked g y ep le authorities having for intended, and {,,.:.,.;:=:�' use. E. Comply with NFPA 70. C54199-00 RO—3/19/01 15055 - 2 MOTORS i1.k n1jY' tr,""'*'�.�,,,*s>r,,wmnrwaaau»mrrw•.rna}*....,.. a� ;ftp� �:� ' �+Y 1!^•</ 1 J �t� .. 1::. t't d 3 j tN.� �5 L Rtl1,f:�'�,�',ii•`41`h,;Tl�� .f. ��t,id,i y i WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI ' IY ' 1.6 PROJECT CONDITIONS A. Existing Utilities: Do not interrupt utilities serving facilities occupied b Owner or Y others unless permitted under the following conditions and then only after arranging to >: provide temporary utility services according to requirements indicated: ''""`''`°'`"'a` 1, Notify Engineer at least two days in advance of proposed utility interruptions. Identify extent and duration of utility interruptions. ' 1 I 2. Indicate method of providing temporary utilities. 3. Do not proceed with utility interruptions without Engineer's written permission. =i 1,7 COORDINATION A. Coordinate features of motors, installed units, and accessory devices. Provide motors :,,;;, I that are: } 1. Compatible with the following: ., 1 ,di�77t�+t r S a. Magnetic controllers. i g f `r b. Multispeed controllers. 1 C. Reduced-voltage controllers. ` 2. Designed and labeled for use with variable frequency controllers, and suitable for Kf 7 `7) use throughout speed range without overheating. 3. Matched to torque and horsepower requirements of the load. 4. Matched to ratings and characteristics of supply circuit and required control sequence. f, �-z B. Coordinate motor support with requirements for driven load; access for maintenance } and motor replacement; installation of accessories, belts, belt guards; and adjustment of sliding rails for belt tensioning. x''4 ' C. Coordinate size and location of concrete bases. Cast anchor-bolt inserts into bases. Concrete, reinforcement and formwork requirements are specified in Division 3 � 141n:.� {rt = Section. 4 PART 2 — PRODUCTS 2,1 MOTOR REQUIREMENTS t FFfr�{h9t1l,'%t6x n A. Motor requirements apply to factory-installed and field-installed moto rs except as follows: 1. Different ratin s t, g , performance, or characteristics for a motor are specified in r another Section. C5-4199-00 15055 - 3 MOTORS RO—3/19/01 'irnpFt 'T Y-e` :Aid C t ��+; ��rff�R��, },1.1 ..'s i. .r., f }r C 'r it , i',�` .: *. ty�ut' :,t t,, ,t.,sr +r7r`•�fitb�}l)rj' i`T�Y� f�ST�� ft x,,,y{I .!�! t t' }' ��' + -'.i t''. t f t ; rfa` � r r,+ i."fir ,• �, i . } 1v l..,.y. 1 t` .41m�?w +,.f_,.... ....�,ru...,.+....,...4..,•-....+..,.. .. _.,.,. ... s� s .. ,. ... ,. ,.,..., ........... ...,-.o-.vm #a.t�a,. .., n.•trc,?_�etSt y.�",fpp,.•�r+t•�;y(�it44�+� ��, .x.' t ��., WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI 2. Manufacturer for a factory-installed motor requires ratings, performance, or 1 characteristics, other than those specified in this Section, to meet performance specified. 2.2 MOTOR CHARACTERISTICS , , A. Motors 1/2 HP and Larger: Three phase. �. B. Motors Smaller +:, :` ' .� Than 1/2 HP: Single phase. Y i C. Frequency Rating: 60 Hz. ""_• D. Voltage Rating: NEMA standard voltage selected to operate on nominal circuit i voltage to which motor is connected. E. Service Factor: 1.15 for open dripproof motors; 1.0 for totally enclosed motors. '! "t a F. Duty: Continuous duty at ambient temperature of 105 deg F (40 deg C) and at altitude ' �rr t�"'j:r,/lay,• ,., (::1: a of 3300 feet(1005 m) above sea level. fG. Capacity and Torque Characteristics: Sufficient to start, accelerate, and operatetif 1r, connected loads at designated speeds, at installed altitude and environment, with �t indicated operating sequence, and without exceeding nameplate ratings or considering �i service factor. H. Enclosure: Open dripproof. 2.3 POLYPHASE MOTORS '`�'�`�''''`' A. Description: NEMA MG 1, Design B,medium induction motor. B. Efficiency: Standard y: � dar efficiency according to NEMA MG 1, Para. 12.59 and Table 12- C. Stator: Copper •� opp windings, unless otherwise indicated. 1 1. Multispeed motors shall have separate winding for each speed. ��=,tia))�}t;: D. Rotor: Squirrel cage, unless otherwise indicated. yV., E. Bearings: Double-shielded re ub `r F kr 4 p 1 ricated ball bearings suitable for radial and thrust loading. rfi y)1�,- •J. , 'y� . 4i i, F. Temperature Rise: Match insulation rating, unless otherwise indicated. '� 4 G. 01,10,101-Z G. Insulation: Class F unless otherwise indicated. C54199-00 15055 -4 MOTORS fit; aS -,K j RO—3/19/01 x �+ ��' MaiW+FZ�°`,t+Tyn+.,,w. j r '. „'v"s"".r+4Y711M�ili"�#Yu7iNAMOnWf lanu'VS+'roa"^ r.�uwM+Fw'+HY.4'h4�^+.'.»+^r .s.7i7',� ,h•n' e#stet Sixfx S e'�f r T4yrai • Sn'j.lu ' : ��i�1;,,4.'4.:�f".�, j"'�, r�+• 'i:{. N� d�l fi �StYrys,+Y`t 'N� #'t` �tt.), :}t�rj.{ '1� ,t 5� 1 1�t S. b`.• t ri: �;, _! 1. r s t ..r � '1 } �>�+ xX�jt'' t: Zt J i!s i t��r��'.}�' /�(��x�� i�.� �� s WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI t2: , H. Code Letter Designation: 1. Motors 15 HP and Larger: NEMA starting Code F or G. ., 2. Motors Smaller Than 15 HP: Manufacturer's standard starting characteristic. ;. IJj f I. Enclosure: Cast iron for motors 7.5 hp and larger; rolled steel for motors smaller than 1. Finish: Gray enamel. 2.4 POLYPHASE MOTORS WITH ADDITIONAL REQUIREMENTS "`' 1. `-' A. Motors Used with Reduced-Inrush Controllers: Match wiring connection '''' requirements for controller with required motor leads. Provide terminals in motor k a t terminal box, suited to control method. B. Motors Used with Variable Frequency Controllers: Ratings, characteristics, and features coordinated with and approved by controller manufacturer. 1. Designed with critical vibration frequencies outside operating range of controller output. S r YtwL K, k nr 2. Temperature Rise: Matched to rating for Class B insulation. 3. Class H. Insulation: "' 4. Thermal Protection: Comply with NEMA MG 1 requirements for thermally protected motors. t.. j „�, i•y Eil£� i. . C. Rugged-Duty Motors: Totally enclosed, with 1.25 minimum service factor, greased bearings, integral condensate drains, and capped relief vents. Windings insulated with nonhygroscopic material. 1. Finish: Chemical-resistant paint over corrosion-resistant primer. , ;.' D. Source Quality Control: Perform the following tests on each motor according to r NEMA MG 1: t . '• l�'�'<sit+-: 1. Measure winding resistance. -' 2. Read no-load current and speed at rated voltage and frequency. 3. Measure locked rotor current at rated frequency. y '''}x`r' 4. Perform high-potential test. C,4r r;4 t ` 2.5 SINGLE-PHASE MOTORS t fir° A. Type: One of the following, to suit starting torque and requirements of specific motor y4 = application: 1. Permanent-split capacitor. 2. Split-phase start, capacitor run. i « C5-4199-00 15055 - 5 MOTORS RO 3/19/01 (k`t� i +r anrrrcuuenr,, - 7. iT r "tie 'F �,* ...., .;T rr wscm�urrs•r..,....«- ""°"'"gsv'MrS i , s?' ,t�v ,fit �'; . t#'}rs Y.iifs Ix ' .w.�+,�a�...Y.,.a..._.....__._, w..+�rN.-Jt.,,,r ...r .asd..+,..,.,...,... .,...... . ....,, r ,..,.. i. ',t.n,....� ...�.. .., ._..... ...,.. ar. ..t. ,s•s r. ..n x> r,Al.fl, .f.(Iq;+f'`/,'!t.�!i�l3R.'r`Fn.�r�rr,�i:p.r;�?� '•, h. 1 K { r WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI (771iitf 3. Capacitor start, capacitor run. B. Shaded-Pole Motors: For motors 1/20 hp and smaller only. e C. Thermal Protection: Internal protection to automatically open power supply circuit to motor when winding temperature exceeds a safe value calibrated to temperature rating of motor insulation. Thermal-protection device shall automatically reset when motora;;l,.,;;.•a:,.: temperature returns to normal range. ita D. Bearings: Ball type for belt-connected motors and other motors with high radial - < ` forces on motor shaft; sealed,prelubricated-sleeve type for other single-phase motors. . ht E. Source Quality Control: Perform the following tests on each motor according to ;{; °h' NEMA MG 1: r � 1. Measure winding resistance. ,• rt 2. Read no-load current and speed at rated voltage and frequency. h 3. Measure locked rotor current at rated frequency. wa 4. Perform high-potential test. PART 3 - EXECUTION 1•rr "- Y`'.`" t+;;~ i v �( �rqr r...._Yfr ;7t�r' •� 3.1 EXAMINATION A. Examine areas to receive field-installed motors for compliance with requirements, installation tolerances,and other conditions affecting performance. B. Examine roughing-in of conduit systems to verify actual locations of conduit ., t, , •,;',,,,!;,,;, .<:{ connections before motor installation. , t ( 1 C. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 MOTOR INSTALLATION ' : -4= ;'+• (, t• a t� f{ A. Anchor each motor assembly to base, adjustable rails, or other support, arranged and sized according to manufacturer's written instructions. Attach by bolting. Level and align with load transfer link. f '` ;, `}'•`! B. Install motors on concrete bases complying with Division 3. k,',?t", ,°fi�!;.r C. Comply with mounting and anchoring requirements specified in Division 15 Section .{slt"s4.' "Mechanical Vibration and Seismic Controls." � #` •1 it'd'i�l±r'fit�y8 3.3 FIELD QUALITY CONTROL A. Prepare for acceptance tests as follows: 441rRU.rt5 ; fir•'. (.:f✓;: C54199-00 15055 - 6 MOTORS ' . 3 RO—3/19/01 <3 era! ,WSW, awr:n..^+^ •+.w.••..ws sanaw•..^"•» — ^✓,.•.x.�? vYa�,J .^- J S' �. 'Mta'+ygioru>r<�,euwni�w.!t +o41rY»an+7gtirJ'�F,'erxrt � l� �' in r u in I'ma0ho lriy,;� t..q4.�",, a') 'r? a .:s r ;•( ;",',`',r ,�:cC /7i.ii ti.��Sc•�'tf t��'•'��1`�+cY��y„1 }}��Y{{}}' spy�.•? ' � �J� 7C ( `��'{ .�: r ! 1. .•s (i:'� F , ! } r )t .,:r 7 c v tfPr�Yr S ��''t f,';7��Uat,:,i`' 6tfS t ,� ;, m r�r,YtlF1 s,t.a ,� ,, t ._ 1. ' f. .c ! ; .. ..} �r'1. r :,} 7• .��rit, x f�� 7. � ?,. ( . 4i �r j t 4 �... G rry':7f 1 /�;�f,�`It$��{,�, ,• ,� �:. , >�r' l 1'( s .r ! 7 l' � i�� Y' } �77 � xar (�( 1 ..yrltrst 9r'°�#}`'F�� ti��N'��'.��%;sr�� •� } k �'�,f" •' y s' t t 1 r.. i,.f1f>.7 ni �fi�dri't�'C tb ,��.y�� •,! h,�-lr , }- J t{ji lif !'�YYYYYYY��,•.'�r tatty�Y'l..iv�ie�h7r i f b iA t *<� WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI 1. Run each motor with its controller. Demonstrate correct rotation, alignment, and —? speed at motor design load. 2. Test interlocks and control features for proper operation. 3. Verify that current in each phase is within nameplate rating. ; i' B. Testing: Owner will engage a qualified testing agency to perform the following field quality-control testing: 1. Perforni each electrical test and visual and mechanical inspection stated in NETA ATS, Section 7.15.1. Certify compliance with test parameters. i 2. Correct malfunctioning units on-site, where possible, and retest to demonstrate 7r: J compliance; otherwise, replace with new units and retest. 7 C. Manufacturer's Field Service: Engage a factory-authorized service representative to perform the following: I. Inspect field-assembled components, equipment installation, and piping and electrical connections for compliance with requirements. 2. Test and adjust controls and safeties. Replace damaged and malfunctioning ;r r, 01 controls and equipment. { L 1 Y o 3. Verify bearing lubrication. ', # 4. Verify proper motor rotation. ` 1 5. Test Reports: Prepare a written report to record the following: a. Test procedures used. b. 'Test results that comply with requirements. C. Test results that do not comply with requirements and corrective action taken to achieve compliance. 3.4 ADJUSTING '. A. Align motors, bases, shafts, pulleys and belts. Tension belts according to manufacturer's written instructions. 77 3.5 CLEANING A. After completing equipment installation inspect unit components. Remove paint splatters and other spots, dirt, and debris. Repair damaged finish to match original x'F:,;','4;•;""" r,,,�,;:,. ;, finish. B. Clean motors, on completion of installation, according to manufacturer's written ' instructions. �.��$'`��i+'�''r�,'•'"� ; .=. }' a•';t"' END OF SECTION 15055 .vr .M."� . y�r • F fear.}!T 1, ILYI i i r ). •3p: .r it C5-4199-00 15055 - 7 MOTORS F7 RO—3/19/01 ^""t +++rr<raeSUlx►+perr.rt..-f. r+S"+.: t �� i' at } � q,puaw�• —v •-+w„+wprr'ay.�aw}rafv .+ 5 � r :F t t h ''l! 1 't i,'f 5 i� 1 t f? ^"j. .{_,tr ta' �' �^r S >` i.rx.: { �s ` (.:• I �S. } .5 i� ..1 f r ;}i�ft�}i r�//i� }+'y�si { y jis r� I�r '., • yrs F tt t.,,._�. l `` '�ti5.`(.0 kj �'rt'fa dr4',( (J,, ! 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"'*^•, MICROGRAPHIC }.s'.$ R ♦ �CES i.r,:C to ss }+;'�;:••.... ., -A 100 North Main Street — St. Charles, MO 63301 636-946-2715 Date: Camera Operator: Marlene Sadler ;3, Roll No: 2 P` } ch y t�y, ry;•Ar County: COLE t �t�`'. office: City Clerk ,. y �a•�+1'i. .,r.: Series/Record Title: ORINANCES Inclusive Dates: 1999 to 2002 AND ADDENDUMS ' Arrangement:' NUMERICAL ��'J, ��. Q Reduction Ratio: 24x 1 R-1 Exposure: AUTOMATIC CAM RA 0"RATOR'S CIERTIPICATE w'y"'Sx+'P,reyRxe;:7;rt`t•0.vl+i•i ;P, ;i4.}Y','1,d1.;,1.tS'.i�Pt;M`�i"..::i.5+'4:tnti } :`' o i +y,;r:Srli!t3�,�!+�•''.�a'd;�lav+•�y"+,•E' f �•�t' a m,MO. . . �, i ,JtT4::N.t.t�-Gfi7".:�i�.xSn?'F�3ctiiC�s�7t+>i-4't4C'k•"r•+i!s •-u<r�,..r:xr,.a;b.,:....;'•r.;r.S��i vwf��azrrt+s.l tf, �"' �r +a,T. "' •, w"*�1... 7 +t,a r F t u1 .(�'y <t AR �-'+��fs��t151F C•�' `•P ,t,�' i5 Q .7"' 'a"b aS i4 'tr f4T,{j�%.1rit Yt"3'��.a�},„ fi t a• y lw`*Y' . 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'. �` t(,:tT �IYt�"�ui'� '� }}�'�``i'.v { r � 1. 1X. 5 i r# l.ir+..., t ,� [ s°� pi P`�utia��(��*'�, "� •:;1j> .'�A ,, �,i�''� �,a YS��" yP} +{i�i lX��r utY�,)t r ', t 1, t� ,I• f., ( 1 31f f f Y.:`i}. ,'`.1+}}:fT�'.^�ty @a.+1:�:`i:f .0 `A" :� . t .`�'q°`Sk `i.� ir. ,t{. r'. , ,r,� ,. t 't i 71S..ar;,,z�i?; ��ni •r,+ �l E t.r y;. :' ;. '_ .. . � ... ., ., P'"''di '',:. .'..' . ' .r.' i -` s�`�( S1l i.fl�..• ed4a�y`C t tiye.:o...+.�w"::.,i:.s.d....:.,...:�. t,.::..::a_......,... ......... ............:..�..,..e•:t�,rti:+t;n,{,.s^o:�a+r�x.uw,,::.,;,.-....�,..,:...r....,,..,.,�,.vnuNCttti:'�..,Y'...73.,X141".?�t?tai?$�i�3r ftL".tiSYBitkb'}k�cY.nY:t•„M,,,..«,u'.,...,,.::.«+�:?+tw3ur�dexw'i'iess,taei.:v.b?-:,+�:..r'a.,..iv'�'.J�,�,�^�k��,� �. ` WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON MISSOURI 7} � 'A , SECTION 15060 -HANGERS AND SUPPORTS Y. t.: PART 1 - GENERAL '^ 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary '' Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes hangers and supports for mechanical system piping and # A; equipment. B. Related Sections include the following: A54 1. Division 5 Section "Metal Fabrications" for materials for attaching hangers and ,t . supports to building structure. 1.3 DEFINITIONS r'. A. MSS: Manufacturers Standardization Society for the Valve and Fittings Industry. t• { `'1; -90 "Guidelines on Terminology for Pipe Hangers Terminolo gy: As defined in MSS SP ` and Supports." � • rte 1.4 SUBMITTALS A. Product Data: For each type of pipe hanger and support. B. Shop Drawings: Signed and sealed by a qualified professional engineer for multiple piping supports and trapeze hangers. Include design calculations and indicate size and characteristics of components and fabrication details. ' r t� C. Welding Certificates: Copies of certificates for weldin g P rocedures and operators. 1.5 QUALITY ASSURANCE s try t A. Welding: Qualify processes and operators according to ASME Boiler and Pressure X y Vessel Code: Section IX, "Welding and Brazing Qualifications." ,4, C54199-00 15060-1 HANGERS AND SUPPORTS RO—3/19/01 . 'WO-1 :N rr ;}t t t r,4•��ka d rr ! ,:4t2'�; n .1� i I�f„rr�t t� 1 r3 k�s."' y '.n.*3i. �uc e' ��i'. '+, �/t�� .w, r° r "rte; et�• t� 4{dx�rSr�:. .p- 3? } ; �• Ya,c.��y� U;,`•��'�tr.�� ! I�s.:°(`��`t��1<.g5,�71t;:�% �c�P.w}?�Sr'�t�frt:�If�;ut�F,,#z��.y>��.�a G�. ��'t.:S��Z}p"�t�f� �Y•t,��^�nI'1F�t,.�• ,��.. SST. t#' x V� •i'�i tfi, ii�;/i�y � r" S�� 1. 11�,C�sG itr t `.".s she., k r'Ci,•nl� px�• li"�i ;:� .; �` •.�s. .. 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Rrx 65,:x.,,,'y,(- :t .Y 1., ;f= 1 ?{�:e,:7`• ..y;. ii.,lv.,�t"">'s` `j�`ti'ltrt R• ,�nf'r`,`A`r:s r1F't'jr7.y'S,L.?t5�,i�sL�"; t.;>?,a .t!r`'+ �.fi > i , s `7 ,,`Rt YS;k: •, =r' - �.•',.< .•F,sy,l7;,�};iv arC. ::4Y'.`,t{.: .'Rv., ,} i ,�f 't ! .l ,fir'M.r 7^� 1,I -{,� � 41rs.1i,:,Uy�;53'{, Z (,l. 3{1 t, .. '� r � i 'f:'�s'�t',t •�J{i >a ,k,,5 't'r, �I* a.��:�f�,. `` °�•. ��.'�"{r M. w<,`i=>S. �`1,�.yZ< q w;1 ,� '�i;, t �,:.,�1 r , " I i� rf r' n r�4 xy?.r�' 4tt}�c,7 �.F' ,N •�,; ,x �� {'�i%r,- ,..H.. ... .__....,.m, n. ,,..'1:,,,.smWMSYSC+..7°.�w.k.,....., � � ., .: .�J � r{• i.,A. t! d!?.?kb < .a r, ��.;/��s,� ..,..,. .:�G..,,...Kt,,...,n..;•�•tsv!'r�rwk�t!t'n�vuybyxwe$�•h,- .« �r`'��„ WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI B. Engineering Responsibility: Design and preparation of Shop Drawings and calculations for each multiple pipe support and trapeze by a qualified professional engineer. 5 " P P P PP ., 1• Professional Engineer Qualifications: A professional engineer J� r g r who is legally qualified to j practice in jurisdiction where Project is located and who is ' experienced in providing engineering services of the kind indicated. Engineering rt. services are defined as those erformed for s5`'r t:.. -., '-` P installations of hangers and supports that are similar to those indicated for this Project in material, design, and extent, - '-`'��;>; PART 2 -PRODUCTS 2.1 MANUFACTURERS °r4 A. Available Manufacturers: Subject to compliance with requirements, manufacturers : '. i:'u a��•=; offering products that may ;* y be incorporated into the Work include, but are not limited to, Nc.•`.: N':.f:�.,;.^•"'I�,1 the following: B-Line Systems, Inc, "T, 2. Grinnell Cole. 3. GS Metals :ra 4. Corp. Z:�.: Michigan Hanger Inc. -, {... 5. Nat. Co., National Pipe Hanger Corp. I?•!, '.,. it 2.2 £ MANUFACTURED UNITS A. Pipe Hangers, Supports, and Components: MSS SP-58, facto `'��}�'�• '" Refer to "Hanger and Support Applications" Article in Part 3 for wheree o use specific ents, hanger and support types. ' #r . Galvanized � • , except use nonmetallic coating `''•'' g where attachments are in direct contact with copper tubing. B. Channel Support Systems: MFMA-2, factory-fabricated com p on ents for field assembly. r 5�y � Stainless steel or galvanized steel, except use nonmetallic coating where attachments are in direct contact with copper tubing. <� o g }" Thermal-Han C. Thermal-Hanger Shield Inserts: 100-psi minimum compressive-strength g P encased in sheet metal insulation, shield. �F. � � • 1• Material for Cold Piping: ASTM C 552 Type I cellular 1 � YP glass or water-repellent- ed, ASTM C 533, Type I calcium silicate with vapor barrier. 2• Mat '''.i5•';, erial for Hot Piping: ASTM C 552, Type I cellular glass or water-repellent- treated, AS TM C 533 I calcium silicate. � Type C5-4199-00 � r v 15060-2 —3/19/01 HANGERS AND SUPPORTS aJ R0 _ +�L >,.� "Q3F eiiadi�r tf did s, �a st• , 5 7.>, t Y,> r.ts i .{ 1 A .r r 1 n . fit �" 'iIr 4,:i 'ib 'q e r� �� e.,�;-�,, �, ..M;�,�} �„ �;t L, .(,.><..;e r 1 u �. < ,�• v� �'10-'!i !t. �kr� �r. 'tkl � w:••. .t 5 ,y .r r.� :.�,h,,}' �;t�, "� +�ptn� ?Y 4 �^4 .? 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'4 s} Cl u.J� :�;t, ��"i;$>"i� r•' fi!'4+ 1 ��.,, %4f.�{fit i'=`t"{}��.rs,'Sro��L>a�'y•'}^#kr S '' ;.i 1 .. j. i j:} w.. 1��t la.J�d,�4 S 'rr:8. •�.�`�.y ..y:}t*,�$¢ ! 1.,.r1 �lt}{ ,`�. i.t"f". t ':.r, '�. X { :r ! i:t # jt 1t' °f ktr !V? {•r`lry '37f 'j !t; •,�`%°iii i; ..+ rS "�. °t f{ t '; .:: ....'' , ' :, ., ' �; . ��, .•_. : . „r.r,•�.a+t<aw>a�.�t�1frx�ux+.�,tevo,4.,.•i.. if �Lt:EtS{''�.. .t�`t� i -.a':i�ulrkL;rt..Mn+tr6vv4le�,wiaJvr>�`,,.«..:.:..a,....,�, •......_....«,..„ ,.;.._.......:_.._ I F 7 WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI . ,•1� �h 5 S, it 0 3. For Trapeze or Clamped System: Insert and shield cover entire circumference of pipe, 4. For Clevis or Band Hanger: Insert and shield cover lower 180 degrees of pipe. .<�:• : "<',?"1'':."; 5. Insert Length: Extend 2 inches beyond sheet metal shield for piping operating_' ''. ` ' below ambient air temperature. � �s:'.,' j..{yaw �,•'f;°, 2.3 MISCELLANEOUS MATERIALS k' A. Mechanical-Anchor Fasteners: Stainless steel insert-type attachments with pull-out and shear capacities appropriate for supported loads and building materials where used. nth B. Structural Steel: ASTM A 36/A 36M, steel plates, shapes, and bars, black and galvanized. ;= C. Bolts: ASTM F 593, alloy Group 1, hex-head; except use bolts conforming to ASTM At4 <, . 307, Grade B when connections are bolted to building structural steel. �f� �h ' s #_ D. Nuts: ASTM F 594, Alloy Group 1, hex-head, except use nuts conforming to ASTM A 563, Grade D when connections are bolted to building structural steel. E. Washers: ASTM F 844, a 304 stainless steel, flat washers' n p E F. Grout: ASTM C 1107 Grade B factory-mixed and -packaged nonshrink and 9z2p � nonmetallic, dry,hydraulic-cement grout. :, T 1. Characteristics: Post hardening and volume adjusting; recommended for both interior and exterior applications. 2. Properties: Nonstaining, noncorrosive, and nongaseous. 3. Design Mix: 5000-psi, 28-day compressive strength. f•ty�(€ ' ''" a ;e}r PART 3 - EXECUTION `:` 3.1 HANGER AND SUPPORT APPLICATIONSr ` :.{ A. Comply with MSS SP-69 for pipe hanger selections and applications that are not specified in piping system Specification Sections. B. Horizontal-Piping Hangers and Supports: Unless otherwise indicated and except as � = $ specified in piping system Specification Sections, install the following types: 1. Adjustable Steel Clevis Hangers (MSS Type 1): For suspension of noninsulated or insulated stationary pipes,NPS 1/2 to NPS 30. ". 2. Yoke-Type Pie Clams MSS Type 2 For suspension of 120 to 450 deg F } ;;<.< . , pipes,NPS 4 to NPS 16,requiring up to 4 inches of insulation. 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'- er 'h,'i.;.; 'F'.� '!,• ',F;' •� Y"P 1•r,M w ., ,> ° .,t2`:?.TM^+.i,.-�'�•�rn £j rr7 �'>; ,17t t +/ � . ` ; 1 rPY.�'i.z `� ?ii��9�6:�1. ��•i} �t�ia i }� f ray 'r.r+ . 7 y<r .£ j t •t ��r�l,S Lk+ :w�Uuus..trw...�... ..........v....,. ,x.*..n..,........�..._._. .,. - .,-.,....ev.a mr•nrvt va mt4, n• ...c� ., ..� . .' :. .' , ., .. , {�Z��1'):,t. •/�� .. .. vv.x.ss»..w*.w..wr.,. _ .- .f. -.. � .... .. ... _..... .v..+•.vn+•*'wvrn,n.,.xk MF.i.,..C?!r�.M+.t�',fE?Il3 n•T��6 :�1�1'bkCr��•..t �tf 7'1 7'.�.ruf,,yy''(({{i��.Yr '�. i' ''•,�•T'ti its WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI 4 ✓ ;t f 3. Carbon-or Alloy-Steel, Double-Bolt Pipe Clamps (MSS Type 3): For suspension of pipes, NPS 3/4 to NPS 24, requiring clamp flexibility and up to 4 inches of us �� 1 LrM1 k: insulation. 4. Steel Pipe Clamps (MSS Type 4): For suspension of cold and hot pipes, NPS 1/2 to NPS 24, if little or no insulation is required. 5. Pipe Hangers (MSS Type 5): For suspension of pipes NPS 1/2 to NPS 4 to allow off-center closure for hanger installation before pipe erection. 6. Adjustable Swivel Split-or Solid-Ring Hangers (MSS Type 6): For suspension of �f,t'•; noninsulated stationary pipes,NPS 3/4 to NPS 8. 7. Adjustable Steel Band Hangers (MSS Type 7): For suspension of noninsulated ! stationary pipes,NPS 1/2 to NPS 8. � 8. Adjustable Band Hangers (MSS Type 9): For suspension of noninsulated ` station pipes,NPS 1/2 to NPS 8. �YPP �r x 9. Adjustable Swivel-Ring Band Hangers (MSS Type 10): For suspension of noninsulated stationary pipes,NPS 1/2 to NPS 2. 10. Split Pipe-Ring with or without Turnbuckle-Adjustment Han g ers (MSS T yp e 11): For suspension of noninsulated stationary pipes,NPS 3/8 to NPS 8. 11. Extension Hinged or Two-Bolt Sp lit Pipe Clamps (MSS Type 12): For . suspension of noninsulated stationary pipes,NPS 3/8 to NPS 3. I 12. U-Bolts (MSS Type 24): For support of heavy pipe,NPS 1/2 to NPS 30. '4 � X.J { 13. Clips (MSS Type 26): For support of insulated pipes not subject to expansion or ,,A1 contraction. 14. Pipe Saddle Supports (MSS Type 36): For support of pipes, NPS 4 to NPS 36 ' ,= with steel pipe base stanchion support and cast-iron floor flange. {a;��,� >t•��r�f;�.t, � 15. Pipe Stanchion Saddles (MSS Type 37): For support of pipes, NPS 4 to NPS 36, with steel pipe base stanchion support and cast-iron floor flange and with U-bolt n , Ulf, n pipe, , ,�, :$,:r to retain nr Yt�._..r ;: 16. Adjustable Pipe Saddle Supports (MSS Type 38): For stanchion-type support for pipes, NPS 2-1/2 to NPS 36, if vertical adjustment is required, with steel pipe base stanchion support and cast-iron floor flange. a, �� ;�3�%�`�•: 17. Single Pipe Rolls (MSS Type 4I): For suspension of pipes, NPS 1 to NPS 30, 011511,from two rods if longitudinal movement caused by expansion and contraction might occur. 18. Adjustable Roller Hangers (MSS Type 43)� For suspension of pipes, NPS 2-1/2 to NPS 20 from single rod if horizontal movement caused by expansion and contraction might occur. 19. Complete Pip e Rolls (MSS Type 44): For support of pipes, NPS 2 to NPS 42 if longitudinal movement caused by expansion and contraction might occur but vertical adjustment is not necessary. 20. Pipe Roll and Plate Units (MSS Type 45): For support of pipes, NPS 2 to �: T NPS 24, if small horizontal movement caused by expansion and contraction might occur and vertical adjustment is not necessary. 21. Adjustable Pipe Roll and Base Units (MSS Type 46): For support of pipes, `pF NPS 2 to NPS 30, if vertical and lateral adjustment during installation might be required in addition to expansion and contraction. ;t, a C5-4199-00 150604 HANGERS AND SUPPORTS RO—3/19/01 �,• � ,,`3 ✓ t 7�i �,.sa' f"TMV'^"''`x.i15 t.,�y`r..lTCT.>Y ,t �nr*�+—� ��.r� } .t. vri'n' c - ~, ��G r _ t3°f{+ rt' }t;r+r t_+,_. }�•r,. ;r.fly :".t4kt;a..';,, lr..' s.: <:<t )? z ,7 t St; t't, 2 •.:,{i}y tip°,�`;v L' .f� ;tp,�s#i4:s� °4+=�•.�'� 7 t r� 5 r ...t: ;.a..7'}•}i1�'tt , : s�� ! w r •,i ..r i;:'t i f .3+Y. }'J pp ff tt �� 1. dp; 7 !; :yf t'C:'YSF4te`�,r'°57,�.44',i l.:�t✓S.',, ,17.�} ..i. �;,,;, ,.. r tS ,.}i,+.;e=s7x O r,J:�"7fE'✓,".rn�`t.r�,f t6r p, ?^�+f rr �r tf 't �,l, r.� J{4l7 rk .�t�{}')fr a"i�h-2}"i F s :.+4 .•4' }..fi ,.,h a ,�...r t �.lr? r r,4 r}�4.:,",'At1t� �L. �:.t < Sx ! ��.,✓"i�•x •.� �' ! .i S Z S. t •: ur r} .e >ot. t .y 2•e� �i }t ' .� �.. �, P�`.�.�• „{'`F f;C �ta�. .tl; '•i,{yS!t ;,iii; } ik�l.k{ Ai ,n .'t7 r ?.n •,r�;,. 7 t. t } , .4,� a.Aa,�.,'✓ r?l'�. >IF }J 'r�' u "!�' � ,;_,t�,+vt�.G7y„�><i.: .ee,1S�1 '{�=rr �t !i :z C 1� r }v '`�y i'i,rt'�:i• ��. rt,,t��Y�;',z '�� `3xl T}�5� 7'{: .i3 r ' { t� t s' t :.a r S'.5 ery tZL ff`'�t li tYyt 'C:a'� v •L+' i �P 4�ti� ;' '�'G”`t5 .}1,<z• � i ^ y! f}: i �y .5. '' t � #1 {��7,t?�c 4. f�• 5;r.,< �� 7 1 . th rx{u.y t °✓ ,s o !3v f wr {' 4:a.,t ty gt9a ;,"jJ�?7„rrS:1 j��7r�}�r( !it 1•'. ... Ott �{..'1 �+'+ `�'.+,U� iil }lc� t t♦0' ��i' � y' '.'R,, i'�R �Ax Y c .• ,f t 2. t � .��}�?-7 t`r�':11�fi��b''S'�r';'r�'�-:.v�f, ,e. r'A.a7�:"t'�ti��_ake>��y,,3j;�{ d•j t,�' � r ., `' c>. ,1�•x;!'+ ,..ti,'.�r�"Y�"o� y * �„r,�,,.{�€�r•4u•�S�*s;3'+ $: tS* t t s ,t ;r lc4}=Y%.�'�t<s¢,t7r.r,';,.'(r.�;tt�!,;,c.¢ �!7'ry� .tU4 C "7';'..�"�-r xrg��si,��:,rt t 4{,; '�;.i 4 4't.S�.,'� ,t v' '• � ' t i).. ".{;.,att�,c- C�I��i�>$'k� rt",'i' °��';3�t�.'i-! N tr + t y Lt{ 'rl"` j �;S�y, ,�_r�� ° 4r3ii,t.j'.il z tc�;i+ti;;ty'i :` i,r'• �l r � � , t °..x:� `'.�.��`t,�;��: 1�b , � d ' ..4�s Y.v�.,.vry•N:i4{,�Yy Sr1�,.TM:kMr 5 1''• ..._...> :.._....«.... ,...... ... .._. • .........,..«........:....ow.rr+ekr,R,*,< .w..�.«..,....w.,.»,.....__.... e.,.._..,..:.,:7:.+:..�i...u.+,•�.r-w,+..e.i.!i'S•.1r..�..�{�,'lA�-•{i�} dtIJAF } �� .,.,„, }5 k Fry 4firi %T. ` WATER POLLUTION CONTROL FACILITY EXPANSION .': £` CITY OF JEFFERSON, MISSOURI , C. Vertical-Piping Clamps: Unless otherwise indicated and except as specified in piping system Specification Sections install the following Y P � g types: ' 1. Extension Pipe or Riser Clamps (MSS Type 8 For Support .'� YP )� of pipe risers �: , r•t�'<�`"i !'3 x NPS 3/4 to NPS 20. { •.; ' 2. Carbon- or Alloy-Steel Riser Clams SS Type 42 For support of pipe risers, NPS 3/4 to NPS 20, longer are required riser clamps. if loner end id f P x�t Y •*r ': �- D. Hanger-Rod Attachments: Unless otherwise .indicated and except as specified in piping ;z ,`.•� system Specification Sections, install the following types: ; < Fj 1. Steel Turnbuckles (MSS Type 13): For adjustment up to 6 inches for heavy ; { { loads. 2. Steel Clevises (MSS Type 14): For 120 to 450 deg F piping installations. r 3. Swivel Turnbuckles (MSS Type 15): For use with MSS Type 11, split pipe rings. r `',ti -` 4. Malleable-Iron Sockets SST a 16 For attaching YP ): hing hanger rods to various types of building attachments. eel 5. St Weldless Eye Nuts (MSS Type 17): For 120 to 450 deg F piping `"�''••�:�t�"'�,'� }�;e,!,,i ~ a ion ' install t s. =i E. Building Attachments: Unless otherwise indicated and except as specified in piping ` system Specification Sections install the following types: r. ;. � win e . Steel or Malleable Concrete Inserts (MSS Type 18): For upper attachment to '� $�•'�:��' suspend p pipe hangers from concrete ceiling. 2. Top-Beam Clams 5 " C- p (MSS Type 19): For use under roof installations with bar- joist construction to attach to to flange p g of structural shape. 4 3. Side-Be am or Channel Clamp s (MSS T ype 20): For attaching aching to bottom flange of .�J beams, channels, or angles. `. 4. Center-Beam Clamps (MSS Type 21): For attaching to center of bottom flange of beams. ' 44II°°,f;�i*{n. � •ii.: . �5• Welde d Beam Attachments ac hments ( SS Type 22): For attaching to bottom of beams if ` loads are considerable and rod sizes ` es are large. 6. C-Clamps (MSS Type 23): For structural shapes. ."s 7. Top-Beam Clamps (MSS Type 25): For top of beams if hanger rod is required r tangent to flange edge. '{� ', y ,:'f° TXT A 8. Side-Beam Clamps (MSS Type 27): For bottom of steel I-beams. E 9. Steel-Beam Clamps with Eye Nuts (MSS Type 28): For attaching to bottom of steel I-beams for heavy loads. d' 10. Linked-Steel Clamps with Eye Nuts (MSS Type 29): For attaching to bottom of ' steel I-beams for heavy loads, with link extensions. '_• > -l. 11. Malleable Beam Clamps with Extension Pieces (MSS Type 30): For attaching to structural steel. + i C54199-00 15060-5 HANGERS AND SUPPORTS , r RO-3/19/01 °I '.4�}�i1s}`,�' •lsa si ,f�t iyyX'+1.�,t�•)i�P 1;.,''s�r�.tt'P k,s,..i'.x�Lk�'r,;>:l,..�'�'tS'"7�s'lt'�•t''{"�.i`v:kw'..A'{Y%.)'k,.Y,t�rt..tfv.,�]ytS_,•,.x a,Y r+'.,�i a.{{�j�s;e:`'`t r^t•.raa'}.,Z.r,•,,A s?f i 1''r,:j.ro.+at.t'i..,w.,r�?"':l,*r.t-xli.,,P`�,t..,xi1`,.',,.l(rt 1 p(iY.�ei r'`{;4C'.F�1%a:.+.,v i.:l.;:,,t.,.:?i.t,•i'.t'•�.•��q r,:..•.i,'''¢;h:�.r'r"Yytl,,;s,id...i,'K4,ft!,l�i.rK.r`tt;..?r,.r it.,r.:�l;,1lFl eS��;.,•r l..t.s}.3..K✓t t r'f yt,.ti 7:Z t,`•,N.ct:,,:d'•.l!tiS,,r,'R t,.:}�:t/...i q�.h+•>•,k.�:e i:rFr!';•:.a r<F3::�,�.t,,,r:',:��,k:k'Y`•i.H�',��.1 s;.t,t'c 4 t�:2Y.'.i.j,t,.T,n4�,i_'.,y.�"A,�^r'<,rd'�ii 4�:1>r•J i:.i.�,s.:C,k,j�c:,'t.`y't C�r.t5 t r.f kJ 4n,;iLC+'�,�1*+t...r�j.F s 5Yc x{rM�:.;•-.'1>..'{J't t:r�y�„;..,`.e}a^.','":rh.ti#.',{i.�..,:v..�4 t 4..;�.•t r.«i,!r{tr.'!eX.''i bt,:t j•3 3 1 4 tt, -t tiy T,21 F:�r.:t.:r`;��.n',.`y:j^,i,r,.��ir{d.,.t.;r t•r 9 r!�Y t 7�`d.;.,..y{...K 4«l.'{r�:Z,a.._,.+...•`s,:....�,:it S�¢;,�r't,'t,yx tx.,•.4 r 1Y.f p-.y r i t i'f,.p...t}xS�,:�::nt i),'"t'tt+re t^t'!s<'x r S t_i'S1'r.•;:.e-.r r a,} ��'i l.�C r.:'4it,,'.',�,.r.'i t,..r 1{t t .!n's.;,..t,}''�r.i•.::`;-`t1/•'t-i!p 1 t f i,7 r e 4.s u.'•S'�.'''1.Y.r�.';.a}t,,..t f�,,tr:r..'t..+7.i.I r.i 1 i�.�l�{3 S P r}c.t.1},t:{..�}',�'.s5 y u��r s i:::,,s.fi,7,„�.r{.,`•4.;,�.,n 1r!..r�.SY'1.f i a.,Cr i;.n•'�r�.'•s.'5.,i{t�y;.1.`'{s,,.c?:4,!"�r>lf•i,.7rr.+r cdrns::ytu..':•z�.�•C 7;t�r r•.'�'ly.1,,v�'4?J'.r g i tib,+.wj....r i,i..•,t q..,e l rz.yr..t.ay y s'�N'gt��c.at„j if�'.l ytr5'yi�,��,�.•.�r��i,,r:Y.c..;�.:rJ:'+-„pp t(°r;C,Yrnt,X.�,r^,a.'i;i.?Sl:fi��3 J..r:',{�h+e 3,`�{+?q'i.l'i_?'xiy:pi'l.;.;g.h`41k..,�s.ei g:�,y a v•r✓['��rs'rr,,d'b"�sdt,y`�.t'!�3,.0 a r,y�t`�hk ybj})�;ri�i.4.T,�j f.�y�,,,r.i r�`r5„t'�,s.1{,i:'{c•Z.3.�`."d l��`#,.u l v�}p 5 R (,3j••�+X�3ry'�i o"M i ;r A •';,n" r '•1 t:.. 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L95 '!..,. ,,L"yF� i.r �,'t., a� f��` 'QY, 1C 'i yC22.• ,r+r{ S t! .1 t+�t. y.4 f' f '� t�•�:r.y,,y`^ Y 4``yrN iflt�i';s4:?,'�}i,%,'.�` �s..;�k>F '°'•'iT '.�• .,r h. i ", f t.:f :`s i '6,v dR v ';�p�t Hi"�`F' 5:�,.�u ".�'�'rny�",.�t„�. �• •�,. tp�. . f l'Xti �G"f :E» .if,i��S s'^3,;�4•., ; a:i'yt2 Y.' a F t ,L r, >,.,Z.;t.,:at,,r,t«�`,{,sm,�.,mL.'1.rw!£ •`�{tr"''."( '�s� }::N''.kt�",n�'.y .,�";'a5� } {�=t�"i?>:� '�f.r ✓+ 'r+ � .: .�.Y. � if _v'�;'�1:�`�'�'�""""�Y' `'�v.'�^'f 1�y';�. 2 �qj". � 6L�t:r,R t!4r F,-r�},�,ty.�}ptY rtx.t'tr,�'.l yii;..:,,=S t;; •'tp,'v sii,.�. }t:�r`s u Yr.1;a:t'r t,4l K�}:r C}a._.•r i F F i�•�....t r t s}> 'f '` t t { tt+ !�r+�'y Y'z,' '.y-t t r+,,a�4r..a'c�.'::,�+,•:.t,,r.';y t;-.:t<''4'.,0�.'n."t a.`.:zr:.i,r',;r�it.ffi'��tt f t s.t.Ie l�l�r�r��°t++h;tn•.'iS},q,n.+,4un"..',��:'-L,`a,v�#��'k�'}f<-7 i�y w,"t,�t'r 7�"t�r},'�S V�I4��WwJai?.�4M'.,y{'^r�...j•.,A'�.'�4�,'�'{{j Mg,1f°�..f.'A; ,a 77 .1 {:;,C , s�� 2�7�,5?}++NS. .+6 .3. S.i.• .i' 1. �r' t i 1�7 � 4 �V'1��. r rT`t Jr' k��{#1;{3' r� }:��*� �NnG+w..+.,.,.,.:•....:.tw4�,:«.w,.'.mi*a,> ,ax,�x. R'Mn .w.............._.,.. .. ............., .n r, _^r;, ..r- ..-...,,... .:.,,....:..».y b 'e� 42-db r�t +^+ ,.:.......�... .. .y4.o as ,s7 «.e .µn _. ., _. .,...trx,o,n�e M..«.xeG.?•Y t3#Rr2i. n ti WATER POLLUTION CONTROL FACILITY EXPANSION -•,a;;�,�;��;p z;;�;asY�; CITY OF JEFFERSON, MISSOURI 12. Welded-Steel Brackets: For support of pipes from below or for suspending from above by using clip and rod. Use one of the following for indicated loads: a. Light(MSS Type 31): 750 lb. b. Medium (MSS Type 32): 1500 lb. '"^r C. Heavy (MSS Type 33): 3000 lb. 13. Side-Beam Brackets (MSS Type 34): For sides of steel or wooden beams. 14. Plate Lugs (MSS Type 57): For attaching to steel beams if flexibility at beam is t ;^ , required. '! 15. Horizontal Travelers (MSS Type 58): For supporting piping systems subject to linear horizontal movement where head room is limited. F. Saddles and Shields: Unless otherwise indicated and except as specified in piping system Specification Sections, install the following types: 1. Steel Pipe-Covering Protection Saddles (MSS Type 39): To fill 'exterior voids Y 1�#s t with insulation that matches adjoining insulation. i� ' . ,. 2. Protection Shields (MSS T ype 4Q): Of len gth recommended / by manufacturer to prevent crushing insulation. �,4 '{!]"•h �f ''°4gyt,f„7 ' 3. Thermal-Hanger Shield Inserts: For supporting insulated pipe, 360-degree insert Fl�' x• t::' of high-density, 100-psi minimum compressive-strength water-repellent-treated calcium silicate or cellular-glass pipe insulation, same thickness as adjoining insulation with vapor barrier and encased in 360-degree sheet metal shield. ;j G. Spring Hangers and Supports: Unless otherwise indicated and except as specified in t ' piping system Specification Sections, install the followin g typ es: rx,�r •� `.;'4. 35-°•f.; 1. Restraint-Control Devices (MSS Type 47): Where indicated to control piping ! movement. '° r - i 2. Spring Cushions (MSS Type 48): For light loads if vertical movement does not ” t : ,t exceed 1-1/4 inches. 3. Spring-Cushion Roll Hangers (MSS Type 49): For equipping Type 41 roll hanger? with springs. r 4. Spring Sway Braces (MSS Type 50): To retard sway, shock, vibration, or thermal �• � '� expansion in p ipin g systems. �• �; �� .�'`�., ' 5. Variable-Spring Hangers (MSS Type 51)� Preset to indicated load and limit k°4` y• � variability factor to 25 percent to absorb expansion and contraction of piping h . system from hanger. c 6. Variable-Spring Base Supports (MSS Type 52): Preset to indicated load and limit variability factor to 25 percent to absorb expansion and contraction of piping v system from base support. 7. Variable-Spring Trapeze Hangers (MSS Type 53): Preset to indicated load and limit variability factor to 25 percent to absorb expansion and contraction of piping91"1 ,, system from trapeze support. , x• C54199-00 15060-6 HANGERS AND SUPPORTS RO—3/19/01 i ,'4` 'F',x n:+RAt� �.,t,�t pa•.F`rtr y� 4 hri.{�r,:L�b L t 4t..tj't d dj r}S+4R� . ,f� t +t� i r ,l t ,� �•',,yyVh.+.e�:}`} t{st�y,,� •'t;.rC',�11'i" �'F, 1. ��i4' •�,�x��.�r�,'`' �:�if7 t{�Z.7,n.AYt :`; „�: �r.`x•a�:;*$+?,r,N4'�t, , t. sc `�r''J:,}'y.t �� A.4 iE..3•t„t'f(>tri+�$��`�Stkyknk,��'+`n}� i`A+'/*s1 �[;�,y �a�� "C, y k . 5 d.� � ri r {�+`rp�z,roU`t P.,,• � =J �, '.� 4 i4'P' a msa.',r.x}y,.•r;r a ,�`p`:it�" z,�. .t\+rk,:'F) iF .r '+ez t,n } .>' t era z�.V� •Z k s ry �, 1;;lrfc+�t(i�} d iy+,�} u �f • ..4 {��1'�+ .{ `•T}�SYt'�yF+!rtt ��'t.'�.c}�k ti tt ,{ v k �4r�+d+ri b 9 � .t t ,( !4'y \5 I,u' V•4 �il�t t 3. r t*Tlt , .w �'ayd�e�l,r +l}'td�r i i} '� r{"i,,,r l.f .! t' ;+,Ai J•{'�y fir'+, •• ! } k� j. t jt t'tf.L{a✓ t aY�� ky-+'f� y, y ay � �S t •eft rfi a-r .r' i }� x. 3;�`'kYrY r,?r.,t'• '4§h'+l.,,Yx."u- t?" J : �t": 4 r. 1 5{7,_ .� if �.�ai�=%•!3t;",�2 J !��i33k��r,.3:�;t:4s l[h� 'i :r .. �, ;1' 'Y tY x ;t �stt�t:�'4��'"s �? * .,, ,.. � _ � .w:n`.`,5yti:`:�f>„w k+�•aW,'i."�lt�' J,c�.�t�" 'T� <-ti �r h',tf} r ;:,,�F.,iS.�,,2y�t�7+y�t{1f,,,»'�:;y a.� ;rt'. .s. + `''+";ai..4'�i,u;,R f^t (�$$� {Y.^,;�:•,.yy��"" ;_Fv i.' �.+ ^tlhi,�,z„!. \., ! k ,+ '.''. . . .'• : 1t, y r �/ Y 2., PVC J-;i,�T, :x',�+.`IS�Y U '• er f^MrArnMr=rr Y^f+'vna4 1 I.+..,w'., N.1L. �J fi "''z.i;..L:r:xt.a,.:d,i...:..r{,�.,.,.x:3._ ,..... ...n,a...:«. ' r.Ntwt tn�::;�;>ui. r•r .r',,....... .. ....,..._.,.,...� ». ..i.:...,.d ... ......._..... ..,..«,. ....�,_. i.: WATER POLLUTION CONTROL FACILITY EXPANSION {ri•^s M1�f r{ '�S.`v4t, .nfxyr CITY OF JEFFERSON MISSOURI , 1 8. Constant Supports: For critical piping stress and if necessary to avoid transfer of �• rt t„ stress from one support to another support, critical terminal or connected equipment. Include auxiliary stops for erection, hydrostatic test, and load- adjustment capability. These supports include the following types: a. Horizontal (MSS Type 54): Mounted horizontally. 45 . ?{T; =��+ b. Vert ical (MSS Type 55): Mounted vertically. 7,;� rn;�ti< •� r•:,., C. Trapeze (MSS Type 56): Two vertical-type supports and one trapeze �k ;`` member. �: • 'i 3.2 HANGER AND SUPPORT INSTALLATION ' A. Pipe Hanger and Support Installation: Comply with MSS SP-69 and MSS SP-89. Install hangers, supports, clamps, and attachments as required to properly support piping from building structure. t � ; ;:1 5;S"1 �.�`.'t;i�?th:,SYiti•.ke+�;;�s«y.ii B. Channel Support System Installation: Arrange for grouping of parallel runs of piping r•5�,��'r{ ��+,� and support together on field-assembled channel T= annel s stems. �`• l�l$' '. (' 's 1. Field assemble and install according to manufacturer's written instructions. x a r { •'� 5'}aak�tlS 1y ��T•2T••w. I s C. Heavy-Duty Steel Trapeze Installation: Arrange for grouping of parallel runs of 'P", W, horizontal piping and support together on field-fabricated,heavy-duty trapezes. ir�k�,,{{ 5�fwxx54 f `! 1. Pipes of Various Sizes: Support together and space trapezes for smallest pipe size t ;I or install intermediate supports for smaller diameter pipes as s ecifed above for individual pipe hangers. 2, Field fabricate from ASTM A 36/A 36M, steel shapes selected for loads being4 � ;:_"�' supported. Weld steel according to AWS D-1.1. � � D. Install building attachments within concrete slabs or attach to structural steel. Space g P ;j <} attachments within maximum piping span length indicated in MSS SP-69. Install ;, g�r; 11 additional attachments at concentrated loads, including valves flanges, 'des , strainers, and expansion joints, and at changes in direction of piping. Install concrete >; inserts before concrete is laced; fasten inserts to forms and install reinforcing bars 'Y through openings at top of inserts. ' Y� y�• u Ca�+"Y�. E. Install mechanical-anchor fasteners in concrete after concrete is placed and completely F .; cured. Install fasteners according to manufacturer's written instructions. ,,.: Al F. Support fire-water piping independently of other piping. 4 . �, • i 1. Install in accordance with NFPA No. 13, Standard for the Installation of Sprinkler ^.; X Systems. .','? owil__ , N' C5-4199-00 15060-7 HANGERS AND SUPPORTS RO—3/19/01 ..r..,•.:'r kr-��+'.frti',"'"�`'.'^ 'C a�„� ,.±Stv ,� ;f. 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':)s L.,� ✓k..}.{iPt,�.��))+� � z,�� i.�, ,`^', raw.fW .....:.....,J._._,,:c�..+cu..•�.tY.;.an.•iul•«a..a...,>.... ... ,_...._._ :..._.;.. „u,..i.in .._m:)m✓oY ,,.e•.::.>*r n...,.,..,.<.. ....,.....a.w..n...r....wiR'T 3,Ei h`�."lAi4i k.'iit. :Y .�tnH .lt`_., .. t ,. , l4'i'`'�• � 3. WATER POLLUTION CONTROL FACILITY EXPANSION 1 CITY OF JEFFERSON, MISSOURI G. Install hangers and supports complete with necessary inserts, bolts, rods, nuts, washers, and other accessories. H. Install hangers and supports to allow controlled thermal and seismic movement of piping systems, to permit freedom of movement between pipe anchors, and to facilitate i action of expansion joints, expansion loops, expansion bends, and similar units, ` tSF'`: I. Load Distribution: Install hangers and supports so that piping live and dead loads and stresses from movement will not be transmitted to connected equipment. < J. Pipe Slopes: Install hangers and supports to provide indicated pipe slopes and so maximum pipe deflections allowed by ASME B31.9, "Building Services Piping," is not exceeded. . ' K. Insulated Piping: P g� with the following: 1. Attach clamps and spacers to piping. d..,• ryy a. Piping Operating above Ambient Air Temperature: Clamp may project through insulation. r�� x;,�'• b. Piping Operating below Ambient Air Temperature: Use thermal-hanger shield insert with clamp sized to match OD of insert. ' C. Do not exceed pipe stress limits according to ASME B31.9. wL1 '»; sa a 2. Install MSS SP-58, Type 39 protection saddles, if insulation without vapor barrier is indicated. Fill interior voids with insulation that matches ad'oinin 'rY� I� J g insulation. �- a. Option: Thermal-hanger shield inserts may be used. Include steel weight- { ,, distribution plate for pipe NPS 4 and larger if pipe is installed on rollers. '�. 3. Install MSS SP-58 T yp e 40 protective shields on cold piping with vapor ba er. Shields shall span arc of 180 degrees. •Drt „+it,,sk ttx a. Option: Thermal-hanger shield inserts maybe used. Include steel weight- W. .,,j.01 a distribution plate for pipe NPS 4 and larger if pipe is installed on rollers. 4. Shield Dimensions for Pipe: Not less than the following: NPS 1/4 to NPS 3-1/2: 12 i t t} a• inches l0 0.048 inch thick. �'�� • long and b. NPS 4: 12 inches long and 0.06 inch thick. C. NPS 5 and NPS 6: 18 inches long and 0.06 inch thick. r d. NPS 8 to NPS 14: 24 inches long and 0.075 inch thick. `> e. NPS 16 to NPS 24: 24 inches long and 0.105 inch thick. F �w 'Y i Ai3 ��Y�"•. 5. Pipes NPS 8 and Larger: Include wood inserts. 6. Insert Material: Length at least as long as protective shield. yt; 7. Thermal-Hanger Shields: Install with insulation same thickness as piping M insulation . r .r C54199-00 15060-8 HANGERS AND SUPPORTS RO—3/19/01 • •t �sr :ryy"7 v"!,�,t.,S"u,•7,u,!S„j r'C'*4,yr � ..t 'xL' ,a .to r• �? tb7e. 'x}�ix7:i4.ih. '2t a> r .1..4. .i F 3: 571. ir��jt:•;'F,x�f+ tiitr' _ 'jt, tl ,,,�;: �:;•ii,`�';.'{.�f'ut qty��+kti a, : �. r rJt1�•' � {�((S _ a { .a 1 t < {.. t a..f.:;.a,' f 7 � � '�.. ry .;'X iP.aT';�;'gSiA'4.4!V.ra+7:4p^•`t1�::,-t,u{.:�.,ii:} ht :?!:.:, '*f .2 �t .�S �1 1. ,Y`` .i i r' - s "> � ;'G rFY •i. t�..F R,IiA �C� �d'ite t 1 f?.. � .`��.•.` t• n�n•• �•' ir• t;�� i?+,n .� � ..r; r�s' .#• ..,•y is rS< t� r ,. a }.z:. 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Fabricate structural-steel stands to suspend equipment from structure above or to support equipment above floor. ' ;. ,•„rt, B. Grouting: lace rout under supports for equipment and make smooth bearing surface. r g� g PP g • 3.4 METAL FABRICATION f„ A. Cut, drill, and fit miscellaneous metal fabrications for heavy-duty steel trapezes and {� equipment supports. �.t w B. Fit exposed connections together to form hairline joints. Field-weld connections that cannot be shop-welded because of shipping size limitations. C. Field Welding: Comply with AWS D1.1 procedures for shielded metal arc welding, `s` ''} iii appearance and quality of welds and methods used in correcting welding work and z;, 4 with the following: s,lYa ' t, 1. Use materials and methods that minimize distortion and develop strength and 14, �1'` corrosion resis ,� tance of base metals. f,, 2. Obtain fusion without undercut or overlap. ' 3. Remove welding flux immediately. 4. Finish welds at exposed connections so no roughness shows after finishing and ;Y ff r x; contours of welded surfaces match adjacent contours. ` <=r; 'VI 3.5 ADJUSTING A. Hanger Adjustment: Adjust hangers to distribute loads equally on attachments and to f Nxy �Y achieve indicated slope of pipe. 3.6 PAINTING , A. Touching Up: Cleaning and touchup painting of field welds, bolted connections, and � '•, 43 abraded areas of shop paint on miscellaneous metal are specified in Division 9 Section ' "Painting.” B. Galvanized Surfaces: Clean welds, bolted connections, and abraded areas and apply 'l'? - galvanizing-repair paint to comply with ASTM A 780. END OF SECTION 15060 ' 1.+.4 koIT'= ' •�1'; 7. CS-4199-00 15060-9 HANGERS AND SUPPORTS 4 ` RO—3/19/01 � .r't�°�:'� xyit�'u`.., _ .!rk"r,R•�.Ki."+r^:a'i P"eg •s�;z : _ ±, ,f a .ufii �" �r. ra:.s. -,.3lfr-yi;.:;.�rsF" ""x.Y ..fi}.k tl1•�' #`erE'• +~t-r k,.rr... r j ��`.'t. 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"+r. t: ir, r 't .J ,dl'^ ",y.f.mil ,},,,'S � .a'. s.,:«...;.d.a..�<w....,...,. ,t...-.i...«++Y iwrw8&+v4MM'9'R `tk44!*l*fi}.im+xvt•M.•.,m.......w-. .........._.S'.»ix,h'nMtw..iPJMk ,G 4 y ,r ti.f.P�::�S: f¢y5`fc... r�' I �<1.C: WATER POLLUTION CONTROL FACILITY EXPANSION " CITY OF JEFFERSON MISSOURI SECTION 15061 -PLUMBING PIPE AND PIPE FITTINGS - GENERAL h Y.N. £ + %f�•1 PART 1 - GENERAL 1.1 RELATED DOCUMENTS Rl. A. Drawings and general provisions of Contract, including General and Supplementary j ;'a Conditions and Division 1 Specification Sections, apply to this Section and Other Sections of Division 15. 1.2 SUMMARY 71; .,., A. Requirements of Section 15011, Plumbing General Provisions apply to work in this section. B. Related Work: 1. Division 2, Site Work: Section 02300 - Earthwork 2. Division 9, Finishes: Section 09900, Painting. 3.Y t r son 15, Mechanical: V 41 a. Section 15060 - Hangers and Supports. .; b. Section 15080 Mec hanical Insulation. q p •> m c. Section 15100 - Valves. d. Section 15135 - Meters and Gauges. , ° a 1.3 SUBMITTALS '! ;A `� Y'Sf A. Refer to Division 1 and Basic Mechanical Requirements for administrative and procedural requirements for submittals. B. Product Data: Submit product d the following items: data on r: 1. Escutcheons 2. Dielectric Unions and Fittings 3. Mechanical Sleeve Seals 4. Strainers i C. Quality Control Submittals: Submit welders' certificates specified in Quality n Assurance below. w�. b C5-4199-00 15061 - 1 PLUMBING PIPE AND PIPE r ` RO—3/19/01 t1 FITTINGS—GENERAL '.h '!r i ,ri.a, a',,s5 ..f"{.�".`.} Ap'�4tti'�,a '�'.• r ..R:x..a:;'.r tn•c,'3:ztiJ�'� t4: 'i r ate:r� %° .) aYp'-,•a�!,,f x.� t Ir I.•,c) :.r.1i`�•t t.f�.£. t,f'l tr�[�..tq".tl .+) '>p'r2t'�-)rs iC'.f'f:7 Y•�v !,yIa`+: Y` 'Pi` a"}^.�,vg •vc r `"h�F. ,;�j�k'', 1(ti 2'"rn r' .x.t7 {,G � fi r1 .t�iG�,t•Str 3 '£Sj. k.-k,�.�t. •f ��. .,, r,rtr%F�",�`:,'E71`.� t :,. a'.�.Y t >fs+.` �� C. 31'�S'�x,� e,Y•N.`� 4 J.lf;n� G41„ .`L.7.Ltt.•r7 ? 4 CJ C;.'a T '�k"� {l�'F i." ��,F<41 x.1��-{ S: °�u''�td x°""'YYS�r v ��'��t:<',� !•. z ty3 s• i'r t?;• r`' �y�kq<`y+• *:C,m t+;. ,,�,A T 'll}rr .jl ^r s+(?'.j,:t'Lt ,i" '�t�t U fYi �`L' aS� C, .0 lFn" ,tat .le F'3.X.>„- ""n r�. ,.!}•� y + Ni >a .t,r +v+ ��,r';��'y;'�� i`'"�'}��.I,�lr��'�„t�'�>�,. r>.�,�;;�z '�sr,->{ ;,t' �.�r+:�,l��5�'.��4ti-,'F(r;�"'- .: ��'s ;••. 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(+.t'a, atl;i t, r,,ts,}.�Y}j ..{S ,:•y{ n .p r N. r'. .2 s�t'.i i .a; ,t' $'x+. 4."`';.y1r•4r +,4 J r 4FV'ik.µ' cx;'2•. { W ryT .t Vk9;s1"�: +'r • r<n t t xi�:�2'r's 7 rr .t z } r1" r ,�i �r ,��, �," t:t.rtpr ` �-X,.7e�,sa�i».ri7 x '�; •. •+•.4.F '.r{IJ.r:.; 5 r _S„ t. t iv t r 1 }'1 } t y.t }' t `'ry}!'a, k, `(7 t� Yt�u� � � t � In1: :r r .t ,�sr. ��tYc t*r a}trt�rr./�hfs'' �a�'.;•.i � 3 R .0`,.r.3+y4'�'=.d..�n..,''u��..,. ,.....avc.a:..w=w.w.............._..�._. ...... ,..._.........•..s.ay..W,.r.�,rwaFrfrw.f.MaN++w.a+:�... ..�.... .,...,.t.,..v.......:r.:+r.dwnMrn..ra,.rrr.ic..n....i..�u+raat.i. I.... i .. �r,' +1�•'Y fib v��i•k,y�i?i�•.j'S. r^•4 5 S:"' 19)1"i '`,.. WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI E ' 'ri`uf Sb •!�� `a s ��• 1.4 QUALITY ASSURANCE {,04 A. Codes and Standards: Comply with applicable American National Standards (ANSI), American Society of Mechanical Engineers ASME and American Society forFwh: Testing and Materials (ASTM) pertaining to products and installation of piping. B. NSF Labels: Where plastic piping is indicated to transport potable water,provide pipe x .. and fittings bearing approval label by National Sanitation Foundation(NSF). 1.5 PRODUCT DELIVERY, STORAGE,AND HANDLING A. Use end-cap protectors on each length of pipe and tube except for concrete, corrugated metal hub-and-spigot, cla y, and similar units of pipe. B. Handle pipe carefully to prevent bending and end damage. Store piping materials 5.�.t +-•,~ inside and protect from the weather. When necessary to store outdoors, elevate above grade and enclose with durable watertight wrapping. , ; art SY k ,R.:air'.. PART 2 -PRODUCTS 2.1 PIPE AND PIPE FITTINGS A. Specifications for pipe, pipe fitting materials, and appurtenances are covered for each ff �r 1 system in the section on that system., ., Ag� V ;.�, PART 3 -EXECUTION ` IN sr'�Yr 3.1 PIPE FABRICATION AND INSTALLATION A. Make piping layout and installation in the most advantageous manner possible with fiy: respect to headroom, valve access, opening and equipment clearance, and for other work. Give particular attention to piping in vicinity of equipment. Preserve the . maximum access to various equipment parts for maintenance. r 3s' B. Install piping in accordance with recognized industry practices to achieve spermanently-leakproof systems, capable of performing intended service without failure. Install each run with necessary swings, elbows, and couplings, and piping �' with adequate and accessible unions for disassembly and maintenance and a '::• replacement of valves and equipment. Align piping accurately at connections, within 1/16 inch misalignment tolerance. r C. Orient horizontal runs parallel with walls and column lines and pitched to drain. AY. Locate runs as shown or described by diagrams, details and notations. Hold piping YX close to walls, overhead construction, column and other structural and permanent- `Y + 1{ C5-4199-00 15061 - 2 PLUMBING PIPE AND PIPE 4 I RO-3/19/01 FITTINGS—GENERAL .0 .hwy;�_ �{�"�`ti,�;' ,3' �y #9�•,�>h�f i? 4� �h �°t''y.a y r� X'S#.�(;"t y `� ;e i�t 1<h f £�t. ti ..�re fJ2 �,t�rsd^l."i$ ��5'GiY+ ��+�;t� t t };.� C• { v � r z E >• � t Ta �% � :t Asa , i . � +' 3 �'r !3 ��lt�` r, ` J � . ; '^' �j lr ltzt`� {l.rt`fi+ s F t k nr,_¢r� i !' �. d.is 1 f � '" •F ¢ � �.I' M,y..� { !' % t� 4�". .�17 f tr,�,}ai y'J. 1;>3{i Ir,�9•ti, 4 7�y;f 3 i��e l,y.S nH,�i + 1:f •r, ?MtrS.r>„,t�•}}rj1 f 1� N'ar +�<,. e, , t riF "x ,xYf vf'NS } 4, � f.rSNd.�,s�'+, .•'�,`i �r�, �t .r� R '' �.�..u`rd E ' tr ilt4r'�t��'.i'+� .�a'Jt' t�f i✓c v r t>f it .�r �H X!'r:>,t f. i� t'� x'�`. 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In finished spaces, conceal piping from view, by { locating above suspended ceilings; do not encase piping in solid partitions. Provide , proper space for insulation, removal of pipe, special clearances, and for offsets and F l fittings, r � 4 i�S4 rrtyr�'� it�sta.N"f. D. Do not cut nor weaken a structural member. ,,{ E. Cut pipes accurately to measurement determined at site. After cutting pipe, ream it to { <J remove burrs. ; ' ' I F. Install piping neatly, free from unnecessary traps and pockets. Work into place 'r without springing or forcing. Use fittings to make changes indirection. Field bending ' . . I and mitering are prohibited. Make connections to equipment using flanged joints or unions. Make reducing connections with reducing fittings only., G. Electrical Equipment Spaces: Do not run piping through transformer vaults and other i-t electrical or electronic equipment spaces and enclosures unless unavoidable. Install �'V. drip pan under piping that must be run through electrical spaces. , >:; 3.2 OFFSETS AND FITTINGS } A. Small scale of mechanical drawings do not indicate all offsets and fittings required: F�( y Investigate conditions affecting work and take steps as required to meet such conditions. kz:. P 3.3 SECURING AND SUPPORTING i y A. Support piping to maintain line and grade with provision for expansion and :.: contraction. Use approved clevis-hP e, split-ring or trapeze-type hangers connected to PP structural members of the building. Do not support piping r other piping Ping from the conduits, air ducts nor their associated hangers and supports, unless otherwise documents or approved by Engineer. ^`t indicated in contract g Pp -„ B. Perforated bar hangers, straps, wires and chains are not permitted. ,trn .>>;n•, ! Y1 C. Details of securing and supporting systems for piping are covered in Section 15060, Hangers and Supports. ..f. ? 3.4 PIPING JOINTS A. Screwed: Make screwed joints using machine cut USASI taper pipe threads. Ream '.;. t pipe to full inside diameter after cutting. Apply suitable joint compound to male i.. ,y threads only. Close nipples are not permitted. -;_.� B. Unions: Make black k ground joint 150-pound standard (300-pound WOG) malleable unions in black piping systems. Use galvanized ground joint unions in galvanized £ C54199-00 15061 - 3 PLUMBING PIPE AND PIPE ' RO—3/19/01 FITTINGS—GENERAL r = r 64t1aRKaMc.nr"Y+".' ° s s•.�x• :t.Z• wn :d; i Fx. _y...,:U.?rr nx.it,54.i�..'r".t',.'+.Y,�.!.•h C,�nt'.:.�' `i'y' FIST• j '� S��.,7;.. a: .t$ •1,,.;Jr. ux ,7�. iLrt ''1 s '.a3 s f-rr �. ✓a,t;, f t;°�t�.t "r .Y`' .firt. t r t r,,k, '{,^ ''(' ;f'_ ,'i :rt t f F. r'4` ^' 'h=•` S,,r �t :k .+.b �:.�.t:'`fi'=i`S'ii.f. •.-I i;.i1, v. .7.y.Y': ,i V "5r. .,oro ..d,,",.4•.,;Yr: �:':.• 7 4.'��:JU.rw ;'•',�.:f�. E s}'ir' G�,, v•. �`�'. 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"l;; Y rL�.S�.;r';i��`:...M�;4.�i,,�' n-,r�k7.AtY Y}•. n yzri. }S...K... ......7.l j:v "a'.j'Y` i '.iii .7 # :Y xe Y I .\•! :I }. !7 <I. '.}� GSA,i}„V f lS+s tl'YG�if�}(} •i�: .Y }y� ' r�:.v,'t?,�F1��J.ijt,�f'Y}4 't.?„��` 'ti? > x r� �r `'.;q � Y�i A,�� ?�r{{A••l�!}te'�I ,,,�' r : ,+S},�t C 5!^x.71 fryxN M1 vLXa,,rv1)r r t• 1, c f' +. ?' .'�k' 4 .-� n„}?:, y.'y, 49iF� r � "0,'iJ4 '�i J r...c uuw,W wu,w.�t.,.,M.LrKiw,..... ” , .._,...«.+,.,..h.;,h+tw1Y,.}�,5 xr,"'.•,`.<M'„! w..x,. ....� .........u.w,•..,....,...,,.u,a,.+�i6+cx„,vii+rt�„•4eN:MWS•1}VCI�; ,�.i r WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI { ' piping systems. Select seats to match piping service. Use flanged union joints on piping larger than 2-1/2 inches. 2 C. Dissimilar Metals: Utilize electric isolating unions on single temperature systems: when joining g alvanized and non-galvanized piping, steel and copper piping, equipment, etc. Use insulating unions such as Crane Company No. 1259: EPCO as manufactured by Inc. EPCO Sales, D. No Hub Piping: Slip-on type gaskets with double bolted stainless steel clamps or cast ' iron clamps with stainless steel bolts. Install according to manufacturer's recommendations using recommended tools. s E. Bell and Spigot Piping: Beltite, Tyton or Grip-Tite compression joints; or as specified for each applicable system. r'1i Js;'Y�i 1. For Beltite, Tyton, or Grip-Tite compression joints, install in accordance with manufacturer's recommendations and with ASTM C 443. Use only pipe and fittings designed for compression g g p gaskets. Provide adequate concrete thrust '. blocks at changes of direction, as recommended by manufacturer. 1 F. Plastic Piping (PVC): Schedule 40 or lighter, use solvent welded socket type fittings t J” installed in strict accordance with manufacturers recommendations. « 1. Schedule 80 or heavier, use threaded joints cut with sharp clean pipe thread dies 'F and manufactured fittings. Make J oints in strict compliance with manufacturer's recommendations. Seal joints with approved teflon tape. 2. Schedule 80, where specified, use solvent welded joints as specified for Schedule 40. `•�r,E�t ;�l�s r,x� 3. Provide space heat as required to meet manufacturer's recommended application temperature. G. Plastic Piping (Polypropylene): For installation below grade or in inaccessible { locations use thermal welded socket a connections installed in strict tYP compliance P with manufacturer's recommendations using approved equipment. tip`'.•. ,�NJ��;t.'.,.,, �4. {: 4!•' its 1. For installation above grade and in accessible locations use mechanical compression gasket type fittings installed in strict compliance with manufacturer'sf {'{ recommendations, unless thermal welded type fittings are specified. 0 �!''`. 2. Provide space heat as required to meet manufacturer's recommended application ' ' { ' :an temperature. << 3.5 ISOLATION VALVES •t: A. Provide piping systems with line size shutoff valves located at risers, at branch �. t. �.� ti connections to mains, at all a ui ment, and at other locations specified or shown in Ise `" q P P t details, riser diagrams, isometrics, and flow diagrams. ' C5-4199-00 15061 -4 PLUMBING PIPE AND PIPE ` RO—3/19/01 FITTINGS—GENERAL t. r 4!m i'Y.L v..r.sY'•"�" ?"f;}L` i ! i{,t;a`tz:N , '!r '.t7,1 3 ` It}F •!EL 1N, '.S......}d'17't su C#'tx .az; tJ- {.f7M4 i F.��t rtr t j .1(5t #: t is�' r tv {+t.' i� r Slr i5a"5 fi��jr `" y„,� 8,•�3r�..eq3�%}�:T,r3'�pZ•�5•{',�".`{,'��`��r #!�� j:i r a� s r5 � �til a y a � r, v }y ?c�v •tj° %PDib ,�� .' '�,.y�r,'.{rF. '�`,�«Stt _ti�}�,Y•Y`,#,:1 e,,� tdjA,,,,:';tl�..b.} .!``J �, .�t,v t> ,.;� •) > t{. s. ,v r�' lrt t t, I a 3 � r'��! .�. f i.4s�'AC�fi .1� � Y�t�F+.��,tP.,,'`�' ka�`•!Y" ':y i-}�i..,.t.}N. }Y,� l ? )✓, �f�k�'� i1) t1.7. 4. 7 4 't ' � !' .i)' �: lll�.i,1' #S 7 �.Y, 1 Ni.�' }� Y�� {��{, `?,^hyynn?~?�r��i��,r�E��d�e.l..!':.fL�!+?,e,� ?�.k' r}`' 9$ � .� xi1.w 1. ,vr�S .}i(.Z?,y, i;.f J' t t 't•, .r•('�. a f{ it.`t�55t.,tF. Sr g }} yy��',. TfC'(t�. , r,'.1,i :.i:•� "{' � ��f �l�'l74 ibZk.+4 '/..tom'S� 34S y�/3��5. 7 Y�5 f .hlr 4 >x♦ F f #�. HC�� '1' .:wl u f i ,F t .{ f A ero.�fy. � �.;.'";�k��p 1J,�`k''�i1�r•-`�•,t�y,�'rt .1�Y, 1 r`pp.X t�,, �yr �,.t' i'a. 1'} F n 'r• i k.. , Ft�3 �ry`}, §'Yiitum �,`stti.' Po'tirrs'Ak t 4.tr�^. !ilk.3�. 1"h' a..1r < q 11 v 1 {a44 a t.� !S rf •1 �iA t i �� r x r V e {t •':i }� i .:i., 7 } .. � r .��. ,Fr t r ls�, tXjK � {'� r' ,a 'tt: • _ _ _ .... .. � _. . - ►•. ._,. ..ter. ,.. ._ � �� s.x°.�". '� rx.,:.! �r. 1 xr' i��••rr t> .s J :: ... 1, ��e r °e 1.,, ti�;,Y., ,,:5..[�� x...�. y s t^ ,,. ! £ lit:. �t t.:..crh.'j�''ri..t r'%'S+.1.�'iY •t a,S::tS�e JT r t t�''re. G . } '.'. Y:,it(,yt t,1;ry4."•�i}w'' r :i s.;t :.{ r ! i r� ':r :r..�rr, >,:na•.s c.£`s Vii'. t ,i r�5d��1yy� a..r2t•?A�?Z`�>t�{tat,,..�'�i 7✓ ir,b.;2{ t t�jY t 1yf�rySfr rt ;rt� '-•{ t '}l'6s �, t r 5+. t f t TC M>' f'1 t lY 'rk+v„�5 .4 �:t x a �. .i. '+ *..�t&�.��.d;t'ttr•�j3 � A�dY �'.t.x,sY .:pt;,' ar .t ! [ S 'r } r �4t •.�' !�`' `��}��f[� 7.'�y��'V x .! ,��.� ..fl�.,..'I..:rl�+Ml,ttien.tl,+,kMi.,Ma:.H ,...^,.,..:. ., ... .. .,....:...4 M.+w!4tM ItxrS•trt, fiF`?.[.t"5+9';!t.v,t.*,., .,.t................,u.w.,...t�h.•ttl"a,i:.•ht4'�'1}f1JK5f;1M�P Y�.�:��:H}r�'7�"�!)ArrC YY:3r,u,tm+ww+:....Lw.w.t+err,.ti SMWrYVtMnwMwbaF.Qi:L.v..'"�2 "'a7�H y.�f. ,k,{:�� WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI K` 3.6 DRAIN VALVES A. Provide drain valves at low points of water piping systems so theses stems can be `"*r''"''' entirely drained. Install 2-inch drain for 2-inch pipes and larger. Install line size drain z'x valve for pipes smaller than 2 inches. Drain valves shall have hose end with cap ands °�� ; : • � chain. F r!•S�;'''� 3.7 BRANCH CONNECTIONSy.� ', A. Pipe 2-1/2 Inches and Smaller: For threaded piping, use straight size or reducing tee. When branch is smaller than header, a nipple and reducing coupling or swaged nipple may be used. B. Three (3) Inches Through 36 Inches: For welded piping, when branch size is the same as header size, use welding tee. Use Weldolet or reinforced nozzle when branch is smaller than header. For threaded branch connections, use 3,000 pound full coupling , •ti;.;. °' welded to header. �a}f ! a 3.8 EQUIPMENT CONNECTIONS � A. Comply with the following at equipment connections: 1. Connect assemblies _ " ';r• :. t lblies with nipples wherever possible. ..ti i' f�� t•�'i 3.9 FLOOR AND CEILING PLATES i A. Provide chrome-plated floor and ceilin g p lates around pipes ex p osed to view and passing through walls, floors, p g ' `_ t t partitions, or ceilings finished areas. Size plates to fit .��,pa,xt•;.r4t or insulation and securely lock in lace, still ru ' ' pipe Y p f 3.10 PIPE IDENTIFICATION7y1 § A. Provide identification of exposed piping and piping in accessible plenums and chases with factory P rinted labels or one inch high black stencil letters on pipe or insulation consisting of pipe identification and flow direction arrow. Apply marker where view is unobstructed. Markers or stenciling pp to valve pe 'r`` it shall be applied close s, changes in direction branches or where , , pipes pass through walls or floors, and at intervals on straight pipe not exceeding a spacing of 50 feet. Markers shall conform with "The Nk ti E; Scheme for Identification of Piping Systems (ANSI A13.1-1975) sponsored by the f�(?N National Safety Council, the American Society of Mechanical Engineers, and OSHA. ,M' . R+7 3.11 PIPE SLEEVES µ" { � A. Fit pipes passing through masonry and concrete floors, walls, and roof with sleeves. Size sleeve for minimum of 1/2-inch clearance between pipe or insulation and sleeve. n' ,,;•_ •i .P!, M` F C5-4199-00 15061 - 5 PLUMBING PIPE AND PIPE x''4 'r ; RO—3/19/01 FITTINGS—GENERAL 4" yr, r,^,^-:}tr?,, «ter +t. r. � ��rr•t '»'tg8•{.�'!ti,'''�.7 7u + ��Y'�., 7. :.�. ";, ,•tz•} dt•.:''{.VV tt,•"<`au r.' t. M a v: �,'. T .r. .:.•s,:'�r;{':ii.,i;e.};; rft .,np.a,JR°r r•,t. .Y, .�'r�+,4••J 9...r"r.ieti�tt'N;?!a,,.,.;..,t:{} ,.:.,lV 7. 1: d t •t'•C..:s.<;�'.?g.Y,,. is � ,.t.�. ,n i:'�,.,a•, .k,rc•� ...r,,. 5 .,5�. ,;F�c:a:,.:l, >' �'� "'id;•k„ 'dr,'n:it:•.1'1?N 3 �y:: ':r 4>x:�. r?.!,•.•,Y a. �. V }d.��.l't"�:;j� r.t k v,ii.r,¢,4. 1 an „?i:T( S it y y.''„f R �' i n}r 3: :'.t ..d i ') r t.,:tit ,.(.,;a.�>.ti1�k"t .,r"�:^. gv� �i�Y �`',•'iY 4 '� �,�!. .t ;�. tr @,%;[.f..1j>y'« :r., ,,' lt.�} � 7.,-. 4 4. =1`, ..a ,.r. tvf ,t rx. ,' ,.:�• ,s. -[' ,.. r. r,h.. 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';r. 5-. , fit.. �, ��':x :3•r .kE� 3 ^�,�`,,�;r��fi�' � I' '� --tt L, •�r^, �Yc },,..,,u?�'` �';}ia� '�t s r? ;`r':~`.r`rr}„ 3. '� {.r.'. t .1 ..!.,1; .:},<<.,ly:r 7y)r::.e�.r t x4 d�t;, �x�,:d,`t�,,.Y,' .7.+�, y, ,,; [4+'. �'X •C'+µ'�; ,� •,s. c„ ��.�:r„ :a�SiL.t>r ;5a'r'..�{�t w $ �,ti .,4 t rr.,,r �� .r 'dk.5. 7 t +,, ,rr•,r it;. ,. ''r.{ n).11 in.�;}� +r3.R�1'` `+tr �j,'.F'r�..:x �s,.,R u,�„��+f.,,�c .� ��y .,• ^tee�[�.'� .,.�VI'%t•`,? � it�.l e .'d' A�.}. .�,, .e,c?4..',t t, r t ;4�,,.§,,1 t �;.�4s`». �y ,w” �^,,,,., L.ttrr Y`• r7.�Lt.:}. .t.+,if�'"�`'��+ 't. Yt:3 'v s :,N a t ,. r.7. 1 :§:' S F: u.s- :! d .�,,. 7• P � ��;{�' �� q( •t'_ .t,, ..i.�•t,4'r, q+Y;3,t 5. *`e.,.ld., 'i F. '� ,y, 1,�.:,}.t, 'i t .!.�niT 't.�.�' ..r',:r. �:.'Q��'G,�i+ st .+�aC.�.'r�., � ,Yf '� a 1. •�! t5, 'J •>r5., .t t .j i !.. a � r «• F .S nY .,-i+,,.. � :� 0.,.K. 7 ,i ei,�.'1 e r t� .; tC:r t "t n ,,�,•?. .. �i ,.:,. .r" 1'i? :.rr r t,' t 7r`,.+ r!'�r,.: ..t� t. it:•. � tvl` .A�tiit, � r :�t• • 3' r i F L l}M�.I r s!? .J Hti�°4`SS;�;`d.»i•:�°a y"St}ir f .�t�rd;�� t .,;}.:.?.ii,1.,r,,1g.2.✓t ;`. 1 F r. t :i. .r� ,ty�. ';S:a,�,<l,.g:' ; t'd;.r 4{ ' •r ?' "a'�`'`5. i .� tts. j •` r .. �' - ' 3.rttiiii^" b}t;.a-7+i�t`?',a4u ;� '>;` �� Sd:�••u�g.�=v,'�#r��E. �...k ). 4C ,. .1, .,� ,; fi "t 't�EVj.� �f.�;� „ *tS r �. ... .'. .. . � .... ..»..,.. ...r,r..;,«}.kR+M•.w;,R•srtrev.^w......... .' .. .. .• 4'g , t, r•. .. ... .... ._�._..........w.".n.,o,•v.:eao:.nvn.,aewumrrdl 7r�'!kt�^itilidTiSY.�iN53PFltt�::`Y n ',t�'a is V III `+Vc WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI Ft � tit! a ,j�ts�4lsp::j�. 4. B. Extend each sleeve through floor or wall. Cut sleeve flush with each surface, except extend floor sleeves 2 inches above finished floor line in all but exposed areas. C. Caulk sleeves water and airtight. Seal annular space between pipes and sleeves with compound to make sleeve water, fire, and airtight. !w r. F D. Sleeves below grade in outside walls are detailed on drawings. Provide Thunderline ''xk° Link-Seal with cadmium-plated nuts and bolts, with cast iron pressure plate. `'" k' tt 3 r 3.12 TESTING A. Test pressurized piping systems either hydrostatically or pneumatically before x insulation is applied and before concealment. Isolate or remove piping mounted v,'' „ equipment and instruments which will not safely withstand test pressures. Provide N_ plugs or spool pieces for piping mounted equipment or instrumentation items removed for testing. '^��`� �• �'' "�� a g. Test piping system at 150 percent of operating pressure, but not less than 25 psi test pressure. l' r FLL. �� . 'R�iAii.Yt� 4 B. Maintain pressure for minimum period of 2 hours. During this period, •-tis�5'wa� '�RS' r g piping system shall show no sign of failure, leakage, nor distortion. There shall be no loss of test z � ' pressure during this 2-hour period. EIJI air defects lose repeat Rep is disc d b test and y testing test procedure until satisfactory test is witnessed by Engineer. L r yftir:Q� 1rF K`4 Y D. Additional testing requirements, if any, are specified in the sections on each a of f.,.,. 3.13 CLEANING "� 1.rC�kgTf.�:r tY'4tar��•: :i A. Clean piping systems thoroughly. Purge pipe of 'construction debris and r« contamination before placing the systems in service. Use whatever temporary connections are required for cleaning, g, Purging and circulating. B. Special requirements, if any, are specified in the sections on each a of piping. i type r rr C. After cleaning, system shall be drained completely, refilled, vented, and circulated for 4 hours and drained, filled, vented, and circulated for 4 additional hours and drained. b• Strainer baskets shall be removed, cleaned and reinstalled. System shall be refilled k ti with fresh water and put in operation. tJ ` 111 3.14 CONNECTIONS TO EQUIPMENT FURNISHED BY OTHERS A. Provide service connections to laboratory furniture and equipment specified M' Division 11- Drawings for laboratory equipment are included in bidding documents. Detailed shop drawings of equipment will be furnished indicating g exact number and C5-4199-00 15061 - 6 PLUMBING PIPE AND PIPE RO—3/19/01 FITTINGS—GENERAL r��S} .•{' r ! u�. ,i� 777773%, 7,:R r tJ. i� #T•�(',r�.t} �!.,ttli.fr{'y4� :.,�n `�'Y�I ki�..St R n t{k�� .�y.. 7 .3 . t t} i a� t2Pt 4 s+i} x, {t tJ,'ny;r.r•4 r rk°`:Y•,k•+e•�f` ,e•'. ''fT' !t . MEIN S'? 41 ttry5 }, rr yt�r,.byr.:tit {Aflr}i$ {71c x .rrSi, r3L .T14 { tr f 3 t' fr{t}e{i.. }1 tk{:4;:7 i.a .I'' ;a r1 y y�i } �`lE'7'ry ;;.4•.;n b}�':r• 't } S �f i + i x.p r, J�,'}. t , �•t. 1.t S� it '.daq a�t.1 t tit,"i ,,i1 i". i ,�,,�y� A r^t '� .��,�, t� �`�$lt�.,��y� :1'';it�l`jJ // �r.l fl tl 1S 5 i9 V { 4z!1v5 Z } nh { 1'?4 « ^.{:�4 �• �i .,.K.. '.�t{;wr ''•..�Z :%etr��''�(�;Mkt"h"1;��i. ,lY .e 6 r 't�Y.r}.i- i, Sdr : Y,{ ;..ii.._ .1 :i:.� r,.... {r ft x. '? t.e�.Ak'. f�,..�y "F,'Yn`� r'J xy'.�l�tp,av'°f e s�'i�er._ 'l%iy i.+r ftk,/T. va r�., r; t.«t1 �, } Sr 1r,.l ! rr ,i. y 1.3.}'. S tS•eYiY.}if1 r °xak.141 � �•"t4. t +r�•!�.is f:j L?�; r .4rr'rr Sa� + t i ) r'r f. .f�r i. i { ! .t I .td a� '4,`��,rl'ri�'.rs�>`:•�0.<<F�t , r�'�4: .t�y,>•',;,� :yr�• fS' £y`: � _ — _. — ac eta. t y�+.jj�;i�p��.ny�Sry''^� s.�'.t+, .�q't a,.+°.�jh"`ii,'",fi��r,r t"s!tt i a. t:'}'y'�S.S4 a'-.,�r sd t'hfi3tu�;`F?,S 3 r3+k t'}''t kr.,Pjst{i 1F t"rn r td?�{L 7 i•:.°�Y 2�,R)}i x t�'+i...<yF t..' 2`'..1 't�''.s`t P 2+'r>t }n:°('t ', +S. 7 ks.J 2 t.,q 'k t x t r 7...S t i d yr es...i e.)t.�r 1 s r r r z J.v�ia'}1�s� i f?'��:,i_.s 1 ir x i t t.,,l gg y�3,d,�'.',t�5r.y�� 0 ..� ON, -5 ' « t � ;c4 � t�1•, � �• +, `i!� x .'� t �' rr'Ki �, yr�,� a s �t ' ) 'S i 4 . •tF i'�i �`ra i� <a�r 1. '�`v3'` '��pra �%�'}�,Y� f C}�. �.; ..� f �°L�. r4)p rfLr � aY rt�ft 1 ;,�; ,:.�' t... .l:u .r '.tr a•s 's ��+x' r ...?; n .)H 5 t! •" r' }s'q""v71 .��t� .t f r' S t .)'�t s z .n.y, r z,;,z +F'S'rFF�t 1 I.f T..^{{t�,f,. 5�sjf f' i t,,�}�3`z'�+r,��tyy•t+f", F r' } '�r ' tti 4 �17y ;•� .S• tr t f�'. "'ti x yrF.; t�"`t {� i,"��1'� �t� 34.{} '�t rr;�mf4,4 5,�;41 Y :S j :.r y + '`s P � k av`�,.�' k :y.s {rura .,•(t@ {''..r.'a r .'F' .y'k-�'.. ';lia �''�'„-'�.•�tivt•i:.ik}C,crv{,., t , i �f," '.r.` � f r i f 11} rS::fi�'+.. p' :;r. ;'�{5f`?¢rt'�,1 �q�,,s��Y�; ��. . t :i�t+� ��."�`�r�.�� ?,+'�`Y`�r. y.,-�.. -{ri-:t�j tt f...:r?'�Ct"i+r� t f' '.:.. t sl ,!.ft t '� 5 4rt .'ti., sr�'y1tAt»:�' �'".°•eC�� ri.'�'+� �a �.ra„u. `� >.'�'r"W.':..,....Y.?::SE.i`°'..'�Rnt.... .. ,..,.,...�....,,.wr;r,w+AMC+tN�!Mrafislaw'+'rdSaaaraW:t.+....,„,...,.....«.�_k..,J.. „c_..,,».:r..t.»ix«aaHxstlM�M•i.3riwM+W,�Y".....wui.....,.L:_i., .. .k_Y +...,Yt't > , I F y t f WATER POLLUTION CONTROL FACILITY EXPANSION ' CITY OF JEFFERSON, MISSOURI .K ".; location of rough-in points. Final shop drawings may indicate adjustments in total i` number and exact location of rough-in points, and in equipment dimensions. Making '' adjustments to field conditions is considered part of work required. ` r. d Y' F: B. Roughing-In: When roughing-in, extend service piping to various items of equipment. . ,µ Temporarily terminate at points as shown on detailed equipment shop drawings or as directed, Do not use contract drawings accompanying these specifications for rough- 'rj Olt", in locations but only for pipe sizing and general routing. ibl" C. Final Connections: Laboratory furniture will include service fixtures such as valves and cocks, valve and cock bases, sinks, cup sinks, sink and trough plugs, tailpieces, w'r traps, and similar and associate furniture apparatus, set in place. Provide standard items such as pipe, fittings, adapters, insulation, and other plumbing materials to connect from rough-in locations to service fixtures and associated apparatus, including r '$ necessary stop valves and P-traps. s ` c D. Stop Valves: Provide stop valves for each service at rough-in locations, except for Rt; ?:yyy } drains. Stop valve locations are subject to approval, and must be accessible from same room in which furniture or equipment is located. E. Reagent Rack Manifolds: Horizontal pipe manifolds in open-type reagent racks will :} be provided as part of furniture. Include pipe, nipples, tees, end caps and related parts ready for connection of service piping. Make-up joints hand tight only. Disassemble J manifolds and reassemble, making permanent joints. ?; END OF SECTION 15061 :,` ltvw E'" •It v4�ru C5-4199-00 15061 - 7 PLUMBING PIPE AND PIPE RO—3/19/01 FITTINGS—GENERAL 1Mr Lst,"13itYTt^ ki 1J'+ t:�t'} x} p�,r •�. ,t �, +'k}1t' �.,'y•i" '�' '` �' ��' .4'3'��7,,'.t��ir',�'� ,'kK'�i'��`t iT�'%� .j> ".+ �'.'�r y5�,� � �n)y�N3f k,.t��'%�.�,taS'' lti1•ien�I,y,�'N t�t�'',��>} r'c4, :� }�.+. � .7� � r �tf'+ ,� r� F�� a �3 `.�� 6s .z�'`�}�t��"�f �i ��'aa�° ffr r �)tai�9?'• »i�'. ' t r,''yt' 4�:p + f, t'1'` r,1''t.'f #� ci3 hg}tU,X1(1. 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'+ �, �� Y.� ,.'.. .. .. ...,<,, r..+ed•",ewM.d.a„a»'.�a,.t�a..,wr...,,,n.+a.,....,..,- ...tl�',...._1u.Hta...'�:el:.a::t?,iR,o.;a::�.i!,.a,::.sS�its'�riiS„&.�yJ e`'1�� 1 '�. �, , .onrtw!<,m:w[•r,.t'r«•5'1.tb'u*,t+t,++n w+>.rr.,rr+-.,,...e. a 'i'r 4�'.,�-'•L-• .:<i: WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI 3,•�.f !'+1�`~Y� ` Y �v d�•`�i}�'3rf,,�Y4t st SECTION 15075 -MECHANICAL IDENTIFICATION 4` 11n PART 1 -GENERAL 1.1 RELATED DOCUMENTS ' A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. SUMMARY ��' f; } A. This Section includes the following mechanical identification materials and their installation: 1. Equipment nameplates. 2. Equipment markers. '> ` {��Y Y: 3. Access panel and door markers. ''J`''x 4. Pipe markers. F 5. Duct markers. 6. Stencils. � r,rr.y 7. Valve tags. n`f 8. Warning tags. 9. Hose valve signs. 1.3 SUBMITTALS A. Product Data: For each type of product indicated. K' v B. Samples: For color, letter style, and graphic representation required for each „ t identification material and device. C. Proposed equipment and valve identification nomenclature. ` 6 1.4 QUALITY ASSURANCE = F�31 A. ASME Compliance: Comply with ASME A13.1, "Scheme for the Identification of r ; Piping Systems, for letter size, length of color field, colors, and viewing angles of ' , identification devices for piping. 1.5 COORDINATION' A. Coordinate installation of identifying devices with completion of covering and painting of surfaces where devices are to be applied. B. Coordinate installation of identifying devices with location of access panels and doors. fY g P `4FY C5-4199-00 15075-1 MECHANICAL IDENTIFICATION fP. 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'*3` A",!"�'i.i �tr;'�::i:4r?t{t J .k�J i'a �r t ti , t 'r{ d S F d � �v,i�tv,..�y4? h'c`'.jtt,`1et,aE'3�.t� �jq�i�.y,�i��;}, 'if •'., .4t '�,�'•":�'Z�,:} ne,T,s? {'..y,rh .,, .�' ,�b. ;, n{ -t. + P .7 9',;;U,�.�;t,t:, t ,j 'r t .. i.',+ yr5 a. s,+•rat M �; 1. a.,it�,y':'� 1,�x�9. }, ��} g�c.r.xt..:�;+r4•{'df,,,`$'.6't„;y'.1r�f:•n+r gp�yw. �h �f t�w.ti�.ueya�t�,a:ti"��7_-�:w�.:,.+wF.•wt:.'nwc"�z.:,s....._,.t_t..,.;: ,,.t<,..Ca...tt_.,,,_ ....,twk..,r. hviNa4{Yb,L�NtW:itNSY,+fwh'�...•,u«,..,.,£.. ,..Y.....,.....,»a c.f.,...«:±,n`.4u*in.fweWil.e•wwr..*iw:.1..Asi ,� ,."t�c4A" � ;y'yy'a`rµ,t�/ *t n ! WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON MISSOURI C. Install identifying devices before installing acoustical ceilings and similar concealment. ' : '': ,; PART 2 PRODUCTS _* 2.1 EQUIPMENT IDENTIFICATION DEVICES A. Equipment Nameplates: Metal, with data engraved or stamped, for permanentk' attachment on equipment. ;r 1. Data: ' a. Manufacturer,product name, model number, and serial number. b. Capacity, operating and power characteristics, and essential data. f` C. Labels of tested compliances. `x a^r 2. Location: Accessible and visible. LtiCf 3p�} 1 7 jti � 5. Iz 3. Fasteners: As required to mount on equipment. k., V��t.' k; B. Equipment Markers: Engraved, color-coded laminated plastic. Include contact-type, permanent adhesive. _) 1. Terminology: Match schedules as closely as possible. F{ 2. Data: a. Name and plan number. b. Equipment service. rj;. : C. Design capacity. Oil - :�'�sr fir•; d. Other design parameters such as pressure drop, entering and leaving a z ' conditions, and speed. : n, r, 3. Size: 2-1/2 by 4 inches for control devices, dampers, and valves; 4-1/2 by 6 inches for equipment. Y C. Access Panel and Door Markers: 1/16-inch- thick, engraved laminated plastic, with ' abbreviated terms and numbers corresponding to identification. Provide 1/8-inch center yfi : hole for attachment. ` ' { 1. Fasteners: Self-tapping, stainless-steel screws or contact-type, permanent adhesive. 2.2 PIPING IDENTIFICATION DEVICES A. Manufactured Pipe Markers, General: Preprinted, color-coded, with lettering indicating { service, and showing direction of flow. 1. Colors: Comply with ASME A13.1, unless otherwise indicated. ' I C5-4199-00 15075-2 MECHANICAL IDENTIFICATION RO—3/19/01 t .j '.. ')i• f °'� k18{tt }t+�)}[*}}5'^'i t'.y'� y.t., Y t.i:'5i ,YF1,t: .•;,i !' 'r GII��"(Y'Sd4 ,,� `;y 1 fi L1 t C'Ht'x`�r vrY+;f�-tr'Yi{ `k� fT .r k fi i :'\ , f Jt• y5;`�,}�E, MM. LKi't SJx +, �fe+ YY 1 r k '➢i m.cf( r y S.w3 a bs++t µ k,�p�+. �, , V.y` r t,.�y� .d 5{T,!t..r,. <��{a'.t,t s„tK. �. �• `� tVt: :�n`�4 :1y ti )lid,°(exF3.�+,t�'ft�';�r `ir�4 �. y, i � ge.�c:.>.f W` �. k r Ytat'.1">ttl,sv Vii.;r „ Y z' a�t j°ts v r 4�tf I.”** iE;. 5?Jt:'`5` .yy 9 �` �• �r ? ..��vrY e F�(� �.}r�i', •'�,�L t '-.c`�;t,K,: R'+R: s r sx t,i,7,�Ft�.i;•*,C°4�°4t � s r1.d:��?,$ � Lt¢L.(re Y..4+t aT./y } an.! �r7 ? J,'y N S F.I.F ) �r`i !k•+.n�S,Y v l p .i. +Y f 5.{4 't ,3`,tk.�t, K V ��,,, ' s p�-r`is-0'' s z� F 8 F qtr• est{t�i w Y�f�'P yy�+k* �,, /e 4",2 {..�'� ,�.h, 1 > fis {,IDS 4i �:pl`�L ,i1.Ct �y,.•t4y Ki'r.# �..i.? t g�! ,.x$'Py + ,•'t,,i..;i•;�.;ti}�, .�r��,ft�,y',,p,�.,t�} .v t .at. .�,w��,�atrr.#,.� attti 1i, st .,y 1,, � i , ;y i. ttr,) .14�� ly�,�, �,,'�,i�i, d{ ft,�r�yidt�"µ �, , 4 .tue + x t t.:..,2 t;':,. ; .3.'+ { tt�}.fie �S��i•;��°�"�°t' �if4;c1.5;�*�•.s`'ir.� t 'Ft�.7:.., 11 ,.+ ;l' .. ., f '�) tt .:tih+F��f�7S'{;rf7';4 tp.�l.f�t��T1'''�',�v. 4F 1F ;�. t..Y r r. },r.�5" a?c to ° 1' :'F+� ,� G qr ,Y z�•k t r,•',,.„tJ ; �t� � r' �. .� c't � r r R s ��' ` .<t•..........+.:r�N.L..4,,......i ��.h•"� ?,�f��Y�,il.!;�31'j'rq�;k, .,,.. M.ena....r,. H:w.•..•wi....,..�._.,.... .. ., q .�� I>`. ':r y .1 "...«-,...rr .itl•"r :'t.. .YSY Yf ..r..... ....... �ji�{X''k"W7 f�•4 t �1'Y� },r�0.1{f.AY wA{TTjYty' t,.� 1 ,.•1,}.7 � t,,i. Y EXPANSION CONTROL FACILIT WATER POLLUTION CITY OF JEFFERSON MISSOURI k'; r 2. Lettering: Use piping system terms indicated and abbreviate only as necessary or y each application length. ludin Insulation Less Than 6 Inches: Full-band pipe markers 3. Pipes with O D Inc g .t pipe at each location. extending 360 de grees around ^ Either full-band or Insulation, 6 Inches and Larger: .'i s 4 4. Pipes with OD, Including 4t' } , hl•h��!•1.{ 't 4�ors;: strip-type pipe markers at least three times letter height and of length required for :'+�A:,��,,; a label. 5. Arrows: Integral with piping system service lettering to accommodate both ' 3' directions; or as separate unit on each pipe marker to indicate direction of flow. a R ' B. Pretensioned Pipe Markers: Precoiled semirigid plastic formed to cover full circumference of pipe and to attach to pipe without adhesive. to partially .f u. plastic cover • ''��.',, � Markers: Preformed semirigid lactic formed p Y �•�4�' ' � , C. Shaped Pipe M 4 circumference of pipe and to attach to pipe with mechanical fasteners that do not or barrier. z '``. ; , 5• penetrate insulati on vapor D, Self-Adhesive Pipe Markers: Plastic with pressure-sensitive, permanent-type, self- adhesive back. ' ¢ rinted vin 1 tape at least 3 thick with pressure- � ^ mils { j : E. Plastic Tape: Continuously p Y :An �u " sensitive, permanent-type, self adhesive back. 1, Width for Markers on Pipes with OD Including Insulation, Less Than 6 Inches: 3/4 inch minimum. ,';',t•� 2, Width for Markers on Pipes with OD,Including Insulation, 6 Inches or•Larger: 1- r 1/2 inches minimum. 2,3 DUCT IDENTIFICATION DEVICES t'113 yi's^#�1, ;}.4tiY. 4;v''7i•;.�,. .-�.�•,..� A. Duct Markers: Engraved, color-coded laminated plastic. Include direction an quantity and exhaust). Include contact-type, of airflow and duct service (such as supply, retarn, permanent adhesive. i{ T , 2,4 STENCILS y r A. Stencils: Prepared with letter sizes according to ASME A13.1 for piping; minimum letter he of 1-1/4 inches for ducts; and minimum letter height of 3/4 inch for access panel and door markers, equipment markers, equipment signs, and similar operational �ti , R';•,:> + we .��kz�:, instructions. Stencil Material: Metal or fiberboard loss, black, unless otherwise indicated. Paint may be in ,b• �,,�z�� 2. Stencil Paint: Exterior, g ` d spray-can form. = -? pressurize to ASMEA13.1 unless in colors accordingy .t'``' '� tt4,`,,• 3, Identification Paint: Exterior, ':ttt $ is otherwise indica ted. ,ry - 15075-3 MECHANICAL IDENTIFICATION ` C5-4199-00 .:, vt; RO—3/19/01 s, {.- �. t ,Y.a.. 9. z , �-#'s 9'J}��w s a f ,+' Ea'n� v n ¢ '2 �•� i�. 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Provide 5/32-inch hole for �' 5)r\S"' fastener. ' ' 1. Nomenclature: For valves, the upper line of lettering shall consist of the size and • type of valve. For piping equipment, the upper line shall consist of the equipment •trrt number or size, and type of equipment. The next one to three lines shall include `r the manufacturer,model or catalog number, and any other pertinent information. { III r'1. 2. Material: 0.0375-inch-thick stainless steel. 3. Valve-Tag Fasteners: Stainless steel wire-link or beaded chain. 2.6 WARNING TAGSy :� A. Warning Tags: Preprinted or partially preprinted, accident-prevention tags; of plasticized card stock with matte finish suitable for writing. •_ tif + >TZ 1. Size: Approximately 4 by 7 inches n ; 2. Fasteners: Reinforced grommet and wire or string. 'z 3. Nomenclature: Large-size primary caption such as DANGER, CAUTION, or DO NOT OPERATE. x` 4. Color: Yellow background with black lettering. Y; 2.7 DOSE VALVE SIGNSi2. { , J A. Porcelain enamel metal sign with white background. m„' 1. Nomenclature: Black letters 1-inch high, either POTABLE WATER or "NON- POTABLE � . POTABLE WATER". �te5 2. Size: 3-inch high by 12-inch long. ' 4 SAS PART 3 -EXECUTION WII J, t2;J'. Ta 3.1 APPLICATIONS, GENERAL A. Products specified are for applications referenced in other Division 15 Sections. If more than single-type material, device, or label is specified for listed applications, ' selection is Installer`s option. •^f 3.2 EQUIPMENT IDENTIFICATION A. Install and permanently fasten equipment nameplates on each major item of mechanical equipment that does not have nameplate or has nameplate that is damaged or located where not easily visible. Locate nameplates where accessible and visible. Include r nameplates for the followin g general categories es of equipment: N C5-4199-00 150754 MECHANICAL IDENTIFICATION f RO—3/19/01 4 A k W. �`A.�i ,. sl{°�,t t ..K 5. .r�.,-��c .r 1 ��(`�. .,yr, ,rt•"t,;�,v ,,��y�,.g .rt Y4 .metal��rk4`��:! %4'f��'Fagry�R c {}W hs�� .}1v;A a�.��f��",1,�'se�'�1y� tots thy' ?: 4.iii r: i.#�ct} 'ir#fq�{u�'"�,•if t• 'sy F:tP ' f`' J-L+,�'1�,'��A It f�f�4 r: t>tf�r,5yr4}j�,i:! ..1{tAn'. 5,�l�e�`L.'s�y Fr'y1 .Sti-y M^,S' s s tt�`� } a,t�3` k` �t;. t•rh!t�'t��. �''� �+ '±Y` j Ysf�' s 6 3.yi t r rr vtrs,n 4; a t tZ. rtr Ar#mod �w. •`>ir. ',,. ,� + 7 ;'' ';+ i7i rt :'# lit tv}•M3.:' �. 'Zi s § r4 '�: t 55 r lf:�d 7��E ri 'v ,� „- �S� �r, �s.S•'2'` :.r'., ��ti�{,�P r:y`�! �, /ii +��, . � r 1 f�,� l,z wz h.,y`r.1 r� e�� r �. F' a,''Sa�c�9 i`� s �.l W� ,�^i��gy �jj! s'4•:��r,{.i'�4 S.�yS'Y� f77f�8 f�d� {+ �,�t1.1f ! .,ii�� ,.si.{4,y�1r tr. ,�i i��r�1.i v`rt14,Yi�,L.,S -�^'y1.^4f�.,;fi,7s.�'k��,,e„f' p ,��. n�.•,ss?�,� j��i•.{�Pr.tFt{ ;.{,. �. w ,`�: {r fir,t a,,?�?.• t.� '� ,i t +. , rf :3.k, z� „�3�F s �C.4 'J. '�`., K'.�,..rf t��, �`.4 {;jIKC^,.'.'�)>, l.t.,l`i'"t�•,:: .r_'�t4 .-`.� Ih,x`'' :�6`�'-•. ,t J;y r :� � ``r -�t^.-':i�:,te, rt£,'�•�•`^�'�'.L��?�y'� �ri. �. �7�yf4xR 1�'`�11� �.#1"y�x+sh� .rf 'tt•f fi�4 v t �7 r t 1 t :,t �. q r ..t ,: �a'h�E}is��'; *5��*A' 4.4 'x v'7r zt��fr:, {.fit..,..,...4 t. r .', +': is ,t':.• i5`l Prf .;ritif t`ih��i!rgti }s ,sCrar,i.. }'tsd,`g'?a�a,v`J�` t i i-0 j�r�? t • �, ,:..:, � �� € . .t,y4� .,9q��tr�f3� 1,",t r�+,�,7,-r.•. ' y Y � � •� �` S„St:,,'t's.. i. f. : ..: .. � a,, i Y iii� (r,:;v.,y.,X'"�,;±.w•R,tn• sru +.i- a '�,:5`sr'f`��s'n•rttY, 7.,�r."� f x.'. 7 ,r. :c ' ,.,�,t,. s .t.. �...r.. '.; K �'r Y1'f:::�''. i';.t�4i ,�r4:. :1`rye'; r •r.' 4. 1' r i i s„ .. s.. : f} x'�a }yak rr ','i:: t... 4s .t;•y��vxw !'G'kt3 j.7i �k}' 2 ii c T r ,ltY s sthY tj. S 't 7.1'i d: y L '`,�'' c.M. k1 y`�.,,r~<c,r• F1 I kiF? �.ir „ k a- .7 ,�tvs'�wusfr; Y u�Y,; �4+ ?; u �e ti �ft t4 c3 f# , 7fir is PStvff{r .5,,r'• a Ftf , fi''S,�hLix.,in,..,:::,u.L1rF.:..,.tar.b � s �•'� �-...,...,,ra r.+.,nwr'cx^h.»tee+FGra' ».... n � � ...,,. .>,. .s.,� ' .: ;`} r F 4ty r��tb t4��r�r. -. � .u...... ',. .,....:.: .. .. C!1i y.ror.r.;w« :;. .. :•... .-.,.•+,.tN'3i"T4xful5�.(r, '.t y. •"h'�� '}r, (fa„ x ....._ h'k0^'M'1."'".Nn14T+PTrtM�.I,N,vr..o-. «� .. Y.e�•M�1:+W.hMN.,-i�ir"u..�.,�::>w.«;)....f r Fy tilYx 't�'�' S.� WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURIkTl�',`r 1. Fuel-burning units, including boilers, furnaces and heaters. 2. Pumps, condensers, and similar motor-driven units. a 4 `-� 3. Coils and similar equipment. ' 4. Fan s,blowers,primary balanc ing dampers, and mixing boxes. 5. Package d C central-station HVA 4t and zone-type units. 6. All equipment specified in Division 11 and 14. ..�y B. Install equipment markers with permanent adhesive on or near each major item of :.. ,q ' mechanical equipment. :TMx 1 1. Letter Size: Minimum 1/4 inch for name of units if viewing distance is less than 24 inches, 1/2 inch for viewing distances up to 72 inches and proportionately t . larger lettering for greater viewing distances. Include secondary lettering two- ' thirds to three-fourths f the size of principal lettering. ,•; :' ;�+ 2. Data: ' Distinguish among multiple units, indicate operational requirements, I ; ?3 Lr. indicate safety and emergency precautions, warn of hazards and improperr+' s operations, and identify units. ' 3. Locate markers where accessible and visible.' C. Install access panel markers with screws on equipment c p t a cess panels. 3.3 PIPING IDENTIFICATION 773t A. Install manufactured pipe markers indicating service on each piping system. Install with { t asp r t' ,� +++rr��•t flow indication arrows showing direction of flow. 1. Pipes with OD, Including Insulation Less Than 6 Inches: Pretensioned pipe ; f5.'i ., markers. Use size to ensure a tight fit. 2. Pipes with OD, Including Insulation, 6 Inches and Larger: Sha P ed pipe markers. e and secure with fasteners. ' Use size to match i Hers. B. Stenciled Pie Marker O Stenciled markers p Option: Stencile may be provided instead x•�', ��y�-�� manufactured pipe markers at Installer's option. Install stenciled pipe markers with ` painted, color-coded bands or rectangles complying with ASME A13.1 on each piping system. '{= 1. Identification Paint: Use for contrasting background. `` Z s• . 7 2. Stencil Paint: Use for pipe marking. kin g.1F1: ' C. Locate pipe markers, flow direction arrows, and color bands where piping is exposed in ''�Frfa finished spaces; machine rooms; accessible maintenance spaces such as shafts, tunnels, ,< -_ .. �•,"s„�'.is, and plenums; and exterior nonconcealed locations as follows: Near each valve, control device, and instrument. 2. Near each branch connection excluding short takeoffs for fixtures and terminal ' units. Where flow pattern is not obvious, mark each pipe at branch. 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J .;3 �; 1 X t 177 Q A y T ��Y rt� ,•s t rk ' V%v -4(�'ilt) �' .v1'• j".rt 7 `r ,1 Y. 1.`5Fv ,0lyy'; l ' 1 .. : .k1b WWI,g .t�rrrt y}+?'t `'' �t ikh + l : ... 4 ., ' - ...._...,,....wu,v.K,teSnr4,Ma+�.`nr:,nl,navwaW>ws,...k.....- :. .' ....:...,.,«,...d,.,...a... ..,,......,.u;.iir'+ f•�lh t t.;�,y�':±*L t,.w,ar:Hiniic......ilaa.w+'..-..... f.�.a...,..t�..,..........,..... ,.��' ... WATER POLLUTION CONTROL FACILITY EXPANSION `;Y{4` '.'•, CITY OF JEFFERSON,MISSOURI i .,its `�j�r 7�f�'f�x•.i}s y'+.:.'. 3. Near penetrations through walls, floors, ceilings, and nonaccessible enclosures. Y tar' r 4. At access doors, manholes, and similar access points that permit view of concealed piping. .i>°,1,• ;#,r„,r; 5. Near major equipment items and other points of origination and termination 4 6. Spaced at maximum intervals of 50 feet along each run. Reduce intervals to 25 , .} a..: feet in areas of congested piping and equipment. }' 7. On piping above removable acoustical ceilings. Omit intermediately spaced markers. ` 3.4 DUCT IDENTIFICATION A. Install duct markers with permanent adhesive on air ducts in the following color codes: xu IN 1• fv'fit"'! yi'CV Green: For cold-air supply ducts. ;^ '�rfi s;t,> 2. Yellow: For hot-air supply ducts. 3• and mixed-air ducts. ' Blue: For exhaust-, outside-,relief-,return-, � Wr 4. ASME A13.1 Colors and Designs: For hazardous material exhaust. 7}},, 5. Letter Size: Minimum 1/4 inch for name of units if viewing distance is less than .{�ryt,.; V-:.4 24 inches, 1/2 inch for viewing distances up to 72 inches, and proportionately larger lettering for greater viewing distances. Include secondary lettering two ' thirds to three-fourths the size of principal lettering. ga i+4':'�+r)wdti. . B. Stenciled Duct Marker Option: Stenciled markers, showing service an d direction of 1,,i:a � Jfr: flow, may be provided instead of laminated-plastic duct markers, at Installer's option, if M .r lettering larger than 1 inch high is needed for proper identification because of distance from normal location of required identification. gtFTr w C. Locate markers near points where ducts enter into concealed spaces an d at maximumN,r =�, tk y ,,�r2i Y .:. k t �• ' . intervals of 50 feet in each space where ducts are exposed or concealed b removable ';�•; �#,��°'''��,. .h;; . ceiling system. 3 VALVE-TAG INSTALLATION F r A. Install tags on valves and control devices in piping systems, except check valves; valves = factory-fabricated equipment plumbing fixture supply stops; shutoff _ R within facto fabricated a ui ment units; valves; faucets; convenience and lawn-watering hose connections; and HVAC terminal • . �. s. devices and similar roughing-in connections of end-use fixtures and units. 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'!k•' a Fa'�,r't'��'�(''d' �• �ti�' 1' �'P t� �yY''��J'T�'t ry 1'�"',,et,;.,,;�'��1,z T`I.,t j, tji:, r .�,, 4 r. 2 r [r 4e�' t,. ?�'�}��✓1- t•{,� �:bf '�,f>, j�; 31�,�Sry5�S5 Y,r rtu. i r ss 1 i t •; �, ,,;r4C�4 zl},�r y1.5�;'�''��t's°�y, �,�v�`} WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURIppp `' ' t� ''' � wirr 7��,• .• SECTION 15080 - MECHANICAL INSULATION I � V PART 1 GENERAL 1.1 RELATED DOCUMENTS ' A. Drawings and general provisions of the Contract, including General and sr = Supplementary Conditions and Division I Specification Sections, apply to this Section. ' 1.2 SUMMARY A. This Section includes pipe, ductwork and equipment insulation. =_ .. 1.3 DEFINITIONS ;�s k: A. Dual-Temperature Surfaces: Normal operating temperatures that vary from hot to cold. B. Cold Surfaces: Normal operating temperatures less than 75 deg F. � •�<;:;�A 3211�1 C. Thermal Resist ivity: r-values represent the reciprocal of thermal conductivity(k-value). Thermal conductivity is the rate of heat flow through a homogenous , material exactly 1 inch thick. Thermal resistivities are expressed by the temperature s4 Rd { 5411 1. difference in degrees F between two exposed faces required to cause one Btu to flow 'x through one square foot of material, in one hour, at a given mean temperature. D. Density: Is expressed in lb/sq. ft. s 1.4 SUBMITTALS 'J �a'?ice 2+>/,•p',.',c;-rs��a5 A. General: Submit the following in accordance with the Conditions of Contract anda ; s. Division 1 Specification Sections: xaN' 1. Product data for each a of mechanical insulation tYP identifying�'� g k-value thickness and accessories. E Si'<• t ,t � 2. Material certificates, signed by the manufacturer, certifying that materials comply �•;�,�,��;�4;�. f with specified requirements where laboratory test reports cannot be obtained. >4 " 3. Material test reports prepared by a qualified independent testing laboratory. Cer- tify insulation meets specified requirements. 7s� " 1.5 QUALITY ASSURANCE A. Fire Performance Characteristics: Conform to the following characteristics forsfF 1 insulation including facings, cements, and adhesives, when tested according to ASTM E 84, by UL or other testing or inspecting organization acceptable to the C54199-00 15080 - 1 MECHANICAL INSULATION `"" RO—3/19/01 %7 , ,R-FI'7',;!"' t 7. ., >'7 .1,,'j.""/1:E `1'.. r t ':2 ,'`5 £zj s'.r.:�:i x.;7:1.:? ,.,i.}'.t'. r 4 L4.i."ii:"*� 1.la'S•Qt ut�s'rG ..M! 77 •} rG .t.. 't'i ,.�c�'S rr,�;, ,;i 'si'Y tiS. ,`i r' �r ; i.- 4^�.r ra s riF ;d,:,S w.4`tb ,it,. tt`�+,.:t, ��$`•�'.J'�. !�lfl J � �sr,� ;t.1,sf�>,.5f e'.,5. ,��,;Y�r n '>i,+rr i.r;?x t:.,�*', ..4.10..6: ,t (. i ,,,l,, r.4 .1: »{.,.>�;.t,"4 inn.,a. .ir. •4• y'� ;�^�.'i!•.��, i+-��1��'f� ,d2 t,.i 41;11 ,r.,.;'�r5'•r •i' „1.':et;,.�..i; i r dy,•r�ttt �1.; ,i'+i' t "'.�c i,�v'?`ti., {.�v,....Ywi'n.d.r.y .� �4.��},N§ �i t� f � Y ,.``i r,> ,�., t,�1: :. 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C t #f.;1 ':: � .,..Pr i 1 ,. L It '. M1..r K kt s i •M1i 1t' ��nr},��} � .y �,A.��.,P-yY•rt"k�;yi:,?�� .-w,a7�rr 4 >• , 6>;ar�-.�__ .• �; w, j + �t..I+c�.«+�.ni:c�k . %'s '9."•= .:ura..x: , ..w ?, � ..ac,... «w.en..wAtSii+yat Ebrlst►iita�tr;�+,;.bi..;Y..,� .... ..•_•.:t_..aa..:�!i•..s..w,...>5:::ii WATER POLLUTION CONTROL FACILITY EXPANSION t, CITY OF JEFFERSON,MISSOURI '." F ( 7xC'g authority having jurisdiction. Label insulation with appropriate markings of testing laboratory. 1. Interior Insulation: Flame spread rating of 25 or less and a smoke developed rat- ing of 50 or less. 2. Exterior Insulation: Flame spread rating of 75 or less and a smoke developed rating of 150 or less. acs., <_ 1.6 SEQUENCING AND SCHEDULING A. Schedule insulation application after testing of piping and duct systems. i 4•� 5� PART 2 -PRODUCTS t *' ,= 2.1 MANUFACTURERS 'V ' w. A. Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to the '•�� following: '` h I.kt. t 1. Glass Fiber: a a. CertainTeed Corporation. u; b. Knauf Fiberglass GmbH. k• ,t. ` C. Manville. d. Owens-Corning Fiberglas Corporation. b e. USG Interiors, Inc. -Thermafiber Division. 2. Cellular-Glass: ' a. Pittsburgh-Corning, Inc. .x?. 1,G,yf, V 3. Flexible Elastomeric Cellular: " a. Armstrong World Industries, Inc. ' ? b. Halstead Industrial Products. ' C. IMCOA d}j f 4. Calcium Silicate: 44� a. Manville 5,; b. Owens-Corning Corporation ' ` 2.2 GLASS FIBER " bt A. Material: Inorganic glass fibers,bonded with a thermo-setting resin. X. :$ 1. Board: ASTM C 612,.Type II, semi-rigid jacketed board. C5-4199-00 15080 - 2 MECHANICAL INSULATION. f> RO—3/19/01 `� f 3u `��.il �=ryk ,`app 4 ;�'•,,< •,1�'�t ervyt>�;,z�'7f" :�� " •atu•€f°��'}"��! 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St Ai yt;l ) ,3`�*�t z�'�. c,,'•Y+"�S�af..,, 1 � l>.,)^ ? .,f: `i �r �°'a'{'� lszh3 t !l Ir �ti'`ti' J s;E ��:� "' i'�.y s•,'. ,{ �.fs�'�t# rt7s^^;3.r Yi ..�..? :,s { �� ,c.2'`..�, � ' ? �, ' zr.yy.`'�;a,.f;....ta,Liz.l;�'t;�n�.;rl� ,,-,:;; � 'uti':2�' �j Jp a>+L?l : t`fi ) f a [ t A Ix.e i•}{. , Jr .7'2 g1-ri> t �.7 sR73�Ys%'�.y.4<- •�g?• k,li..9., •` •"�:'r{tf•.�.,,t; i tlr t ;,� ,Y:,;kr•k f fie,,;t „n.;;�. ,t. ,' t v '�.: �, .� x .{L..�rafia``�rI ru ��"y-�'`,'r �skk" II �aSs�t�s. r::i r f+ t ar 4 .;��{t++ ' ,' ��,,s�,,...+�s`•a�t *�' if`.1�3�„��, `6�c,� V F }. ✓, i ''+ w• _..�.......„,.•+„v +mwe...W.irrhf,+5•at+e.4se?..oa,a..-„..wr,...._,... .,.... w °” >, ,n:r Itt Y i � t gUzv 1�..4�i�..,>•...:..a:..,..:i:.(.'..6.u:e......e-..,._..,� ,...,... <. ..........,r,.. .n�mo-e•+xmh.*twl�.phw +..ea,.,.,,.....,._ .., r�1-�r>F I �xa WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI ` ` 7 LVN Y..a a, Thermal Conductivity: 0.26 average maximum, at 75 deg F mean tem- perature. ' b. Density: 12 pcf average maximum. 2. Blanket: ASTM C553, Type II, Class F-1,jacketed flexible blankets. a. Thermal Conductivity: 0.32 average maximum at 75 deg F mean tem- perature. 3. Preformed Pipe Insulation: ASTM C547,Type I, rigid pipe insulation,jacketed. 3 W } ".a a. Thermal Conductivity: 0.26 average maximum at 75 deg F mean tempera- S. ture. b. Density: 10 average maximum. s. Y B. Adhesive: Produced under the UL Classification and Follow-Up Service. 1. Type: No n-flammable solvent-based. ' 2. Service Temperature Range: Minus 20 to 180 deg F. CELLULAR-GLASS ;:. -� A. Material: Inorganic, foamed or cellulated glass, annealed, rigid, hermetically sealed ,,. ,y�SJ, . cells, incombustible. EES, ,,p Preformed Pie Insulation: ASTM C552 Type II Class 1. t 7•✓< 2.4 FLEXIBLE ELASTOMERIC CELLULAR rp• ` z.')-` A. Material: Flexible expanded closed-cell structure with smooth skin on both sides. ' Yt ! Y ILi`*ti i Fi 1. Tubular Materials: ASTM C534, Type I. a' =Y` 2. Sheet Materials: ASTM C534, Type II. B. Thermal Conductivity: 0.30 average maximum at 75 deg F. .Tr}! ADHESIVES 4aa'r A. Flexible Elastomeric Cellular Insulation Adhesive: Solvent-based, contact adhesivefss� ,, ,r : recommended by insulation manufacturer. '' °k ' ! ?4 =� B. Lagging Adhesive: MIL-A-3316C, non-flammable adhesive in the following Classes }2zf a;;•, j and Grades: w r 1 1. Class 1, Grade A for bonding glass cloth and tape to unfaced glass fiber insula- tion, sealing edges of glass fiber insulation, and bonding lagging cloth to unfaced ,,44��:. '�tt'hY'• glass fiber insulation. � j 2. Class 2, Grade A for bonding glass fiber insulation to metal surfaces. �,,, • : �•�,;,, 2.6 JACKETS �- ;;' A. General: ASTM C921,Type 1, except as otherwise indicated. C5-4199-00 15080 - 3 MECHANICAL INSULATION RO—3/19/01 Xl r f •;,,. t za` ry, !w."":1— :3.s"f Z•+t•-a.. '''R'".,•;i::ra,. 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S�n",iXA•if 2, ' Su�'p�.�l� a..i t.4:'�',,',y�� !Y^ .S i > a 'S: Q �c ..'s• at��•a•fi e'�Ci:4'',ai•A C'�'�,tl: t. , .. �i�Wi+.'�`wt`�.1Y+bMw>YFiMN�r1«•i7r4+Ptiu1;KM.,•wJ.ft»%.�:;:,s::,..,,...�...,,.. „ +.»,«n._.,....,.,..<Iwwfl+nb2+`»4`/+HPlt4iK�°e'NAtis+e•,.....:.,.x.� \.• �e..,..C«:r,6..' na,.h,NM.r' .ti r' POLLUTION CONTROL WATER ON FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI. , 5> ttS4�•ti"tt,f�' B. PVC Jacketing: High-impact, ultra-violet-resistant PVC, 20-mils thick, roll stock ko ready for shop or field cutting and forming to indicated sizes. 1. Adhesive: As recommended by insula tion m anufacturer. t C. Aluminum Jacketing: ASTM B209, 3003 Alloy, H-14 temper, roll stock ready for ± . shop r field cutting and forming to indicated sizes.' P g g r``s 1. Finish and Thickness: Smooth finish, 0.010 inch thick. y V` 2. Moisture Barrier: 1-mil, heat-bonded polyethylene and Kraft paper. `.;; 2.7 ACCESSORIES AND ATTACHMENTS A. Glass Cloth and Tape: Woven glass fiber fabrics,plain weave, presized a minimum of t8 ounces per sq. yd. y 1. Tape Width: 4 inches. r�>z 2. Cloth Standard: MIL-C-20 079H,Type I. 3. Tape Standard: MIL-C-20079H, Type II. � t t B. Bands: 3/4-inch wide in one of the following materials compatible with jacket: F�. 1. Stainless Steel: Type 304, 0.020 inch thick. 2. Galvanized Steel: 0.005 inch thick. _ r 3. Aluminum: Q.QQ 7 inch thick. ,..F: 1 �¢�Ty'• ry.t:�' 4. Brass: 0.01 inch thick. -Copper Alloy: 0.005 inch thick. rzyx 5. Nickel C. Wire: 14-gage nickel copper alloy, 16-gage, soft-annealed stainless steel, or 16-gage, :> ; aI galvanized steel. soft-annealed t5;y 4,tF5. ti, D. Corner Angles: 28-gage, 1-inch by 1-inch aluminum, adhered to 2-inch by 2-inch Kraft paper. E. Anchor Pins: Capable of supporting 20 pounds each. Provide anchor pins and speed washers of sizes and diameters as recommended by the manufacturer for insulation t f : • type and thickness. ; I y.. ,n 2.8 SEALING COMPOUNDS `l A. Vapor Barrier Compound: Water-based, fire-resistive composition. 1. Water Vapor Permeance: 0.08 perm maximum. r+{ 2. Temperature Range: Minus 20 to 180 deg F. B. Weatherproof Sealant: Flexible-elastomer-based, vapor- barrier sealant designed to seal metal joints. ' 1. Water Vapor Permeance: 0.02 perm maximum. 2. Temperature Range: Minus 50 to 250 deg F. 3. Color: Aluminum. C5-4199-00 15080 -4 MECHANICAL INSULATION ON :t RO—3/19/01 ,r �,� F' '`Yirw4��'� "i"`.t,S ��'. � 1?ski t4 �tt's `'r'�';n>;.;��:,i• +,�'s,ists t•`I i iiJh�44cn�+� i s..2 yt}t it•I tl Fr„t '[�;��a�4 f� �;�f� � �. ..�• a �y .1{I�r�,y, rti ✓'.��'7`,,.. 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F { t t rc i 4 1 6 3,�.t`�.�tu}. 1{jj,�•+,"Y rF St t yy F C y...F'v .Y le•'... i tr t a�1143 Y 'k' .:,s r. .. .. . . .• , 'u $ ?.:1�• M ,�} 4v t r ,t':i nrr,�t s ,£• it�•."c'�'.''..��,,��f .}:�'t; ;r �'>'�4 3.,' y r r .t ti .}. A.t; �4a 7�.7�;�L¢�3fN` a;2L �d4.•:�. r t �',°,R$ ssn�} �� t •,�=',i{`� •t 5.. 5 1'? i.1,a,i .}E `��r� ,Ate 5 JIyy��J� r'Zta 'y,i`YR�''r t.'.5r. �'f / t .'�'' r' ,S * ',3r�t sE37. t}.a 7 T'.'=``'.5,,� i. rc •:�.: 'r,Y';T5,�4iu}f {:5'��,;d \,�r:. .JtY` 3. t. � .. ... - a., � ,.,,r airy.'r)�5,,��,➢,,�., :2e=z?•:y,•. ,'�'fl ':t.. �" n fi , t��s•5 t��'��H?+ 't t i it { t i.: ' ,'r ' � r 1 4§\�� y t.•a 1i 3`1 �.�. •2': 7I'jf r".'{' 'J r.,.r r. ). ..t L '}. c_r y [ r;t"S'jy�re"r, ,�t'V T �{.{,et'y �.��»*;�ti i'S�.tti\;7�/�y,�1 � t "� r,' *, 5. ftr ,r:r.y*. „�� .�lat •ri €{' ii,, •4 ¢., NY—, 1�n+ir. ' - - I��;.�1,;,4,i1'Et.,:ti3Y',,76k.;>, i'4.fi+��Y�• '�1� �1�'t.Y..>�..ti.u.,,wG'iw yut..Y�t,i:,nra..:i•:..:.s:.,_� .. .,. _.,>. ...._....,........,.;w..:•re!ntr;�t,recbr9xna»�w.r..-.. .�. .. .. ... ..�........a.w..i.:r-ik<+u!•'irrw.3e,aMatktia+>KC.•aon:mr«.+., ,....,...._..,...,".<. .'s....:++e:.i.+�.•W3:Wi.L".:L'.,..•,.�.A':,u}F:��h.+reC.`.,�4 ?i�F<.. yr• t( f �,��'�>`1 " y :?' FACILITY EXPANSION WATER POLLUTION CONTROL i� TY { {, CITY OF JEFFERSON,MISSOURI ' PART 3 -EXECUTION 1 3.1 PREPARATION t Yy� Jpr, }.y;J A. Surface Preparation: Clean, dry, and remove foreign materials such as rust scale and K'- a�� dirt. � B. Mix insulating cements with clean potable water. Mix insulating ements contacting .?? stainless-steel urfaces with demineralized water. g g 54, 1. Follow cement manufacturer's printed instructions for mixing and portions. 1 { p 3.2 INSTALLATION, GENERALt A. Refer to schedules at the end of this Se ction for materials forms jackets andrr,,. �� , � , r-::�:� x=• thicknesses required for each mechanical system. Insulate plumbing vents within 6 lineal feet of roof outlet. ,,. I 5f` B. Select accessories compatible with materials suitable for the service. Selec •�� r �•: accessories that do not corrode soften, or otherwise attack the insulation or jacket in �'�,1��u �,.,•,,:s either the wet or dry state. "`j" .y-• 4 7.�•K;Y� { •.4 C. Install vapor barriers on insulated ducts ,.' `Y` p and pipes having surface operating temperatures below 60 deg F. �w��n;j, 4� D. Apply insulation material, accessories, and finishes according to the manufacturers l printed instructions. E. Install insulation with smooth, straight, and even surfaces. �, Q�i�,; 5 t l 4�f � LY F. Seal joints and seams to maintain vapor barrier on insulation requiring a vapor barrier. ��,,�� a�ky Sd3Ye�F•=�" r G. Seal penetrations for hangers, supports, anchors, and other projections in insulation ��:��y�t•.�..- � Hf'x.,r4h'.., requiring a vapor barrier. ,r�•. �ysa �r3' Sk�,s 'cc�•'•icySY 51 H. Seal Ends: Except for flexible elastomeric insulation taper ends at 45 degree angle and seal with lagging adhesive. Cut ends of flexible elastomeric cellular insulation k ' r 19 square and seal with adhesive. 3r ±? I. Apply adhesives and coatings at manufacturer's recommended coverage-per-gallon 4` rate. y { J. Kee insulation materials during application and finishing. P �'Y g PP � �::'• ,;,tea r K. Items Not Insulated: Unless otherwise indicated do not apply insulation to ?'« nameplates and data plates, or flexible connectors for ducts and pipes. Omit insulation on exposed plumbing fixture runouts from faces of wall or floor to fixture. C5-4199-00 15080- 5 MECHANICAL INSULATION " • RO—3/19/01 ,,1 y �T.{ � :Yk.:'i 7_ r.1:4,'S'�5,,;•rte -�`..n•. •t S *•�'� 1. �'� ^..y'}5il,rl lt-rn}:rt l• �` -tv +<, r 1 '( S ,4J, YYir+�}"?>;�,^ .tY i Y. :'{ }r �;µYt •,, Yr:F ..� �f•l 7"T, )h{t.'f:, � '.Yt. I f•,., '.�T, •t{y• t(�Tr.;ev,4 y..� +E; 'T.:'t ` .x � ,}i.k ±},r t a7�""f�' Y IS" 5?V t` £. ��',h�.i x.rv'l S. Z r t � X 'r. rY '•"' T :�} rV h .,t{i:S`aY..t;ifY�•'," No. "?It . .� �L {.x�.t,?�t5 ��>?•5 , t., , s. ., . . 1"� „t) ,J i ) t .ax i.f t;! t' vJit .t rrt'":.. ,t,;, •Kn;+.f1-1: t t '1�°"w}`� �J` C" ;a: `N' �� '}n "ah 5 .(' f t n,5: �}p}.';.Ai tt ,W(.A}}M F �� {' 1'` � ' "`Y° i ' % r ' >C,•7�t. „}} ,!h �k .7.J.,.ty; .'J 3r' l .+i'. .'n -}-c<<t;.'° , �ltk...f�,�f';f•. ..F,:.`i '� ti .r ri�leJ br'. {*. I,r:`r }.tt,2irr 1.3 75' :;�J'f,`” tt� rir•rr V k y t ,�,t, ,7. t T: ':it +51}• (d# �j'y'.` f,1 i�„.��='-(crx•�n�t� tl'! t ,.l1] .\ *d,xh.. 4'c ,t�7.i `Y t t t�" Yt :i bljl;., w,,,,•y.,itr7 'r..: \ � ;c r t.�.t;.Q�` { �.t.'\r ; 1t.. r* r'J'•r r.:Ff-;.; />'f,}.}N;.y t:i,t,t;'�'�,^k� ui' �: Y'', 3.a 1.� ,�Y� .Z•. �y trr5 j+Tn r: •5 t•. 5 r'. I Y } I elf r t.,:, .:fs t. •.z;, `,r r t 5� 111 �i ` '�assir. ae_ -xn z . Si., �,.r.,..Fr,�}'u°)yg,t�r,. 41#�. a-�'.^,rx'L.•r,')`�r7f,r+^,r'' cr'•rili .i° .ajf `'iv,t -t \ � .r, s. }} ., ? 1 r "xy,4k1{. .>, .+7:Ciu.{j:r _S...f,>,:raj'y.t,:,tJ;:ff,:. �f cs S+p .df tF�'Y,;' t.,�tn 'iy;. „ r,`'S•Ttj(,,''r rY '�', .�} h'\� ✓! t s t t .. � t '.t'4 t J �•� j'T.lf r� ,<Y„lgk,?• ^,��Z(Y,t;�"� t '`tsryr r •' �' , .C .z� !�.� y,r�„Cr4�``4i r�1{y�A' 71� A?��{'9t ,?l��•„',`t'`s L e r .t, .li 7t h ,t t, r ..t:,,,� .'r:jt.:.t..•« ttS'�5 �;-�1', r, 't.. •• ':: ,......„a,;,u., ..xdv w»Y•w.witt;#,^cr.vrtafr`ir,rek"r..\,..�. .t..a..+....,.x.+.efi.�tewrKta,#nr:.etr,at„tsnr„avant ot,skrardw'�z�tSAC."�i!?f�.`� 1:'•I��v�s+",`)�nra��tr. WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI < � L nk 3.3 PIPE INSULATION INSTALLATION, GENERAL A. Tightly butt longitudinal seams and end joints. Bond with adhesive. B. Flexible Elastomeric Insulation: Slip insulation on the pipe before making '>�,tj„1t,°, connections wherever possible. Seal joints with adhesive. Where the slip-on technique is not possible, cut one side longitudinally and apply to thee'' q P 8 Y PP Y Pipe. Seal seams and joints with adhesive. C. Apply insulation continuously over fittings and specialties, except as otherwise ' 'j indicated. D. Apply insulation with a minimum number of joints. E. Exterior Wall Penetrations: For penetrations of exterior walls, terminate insulation flush with mechanical sleeve seal. Seal terminations with vapor barrier coating. IX,l,�ykM1•,�a'�,t� t, r 3.4 DUCT INSULATION �J,' '�71��J'1• .W 47'4'�Vf.. rt A. Install block and board insulation as follows: 1. Adhesive and Band Attachment:,s. hment: Secure block and board insulation tight and Vv smooth with at least 50 percent coverage of adhesive. Install bands spaced 12V� ,;;:.; angles.inches apart. Protect insulation under bands and at exterior comers with metal corner Fi ll j oints se ams and chipped edges with vapor b arrier compound. �\:•� m Y� 2. Speed Washers Attachment: Secure insulation tight and smooth with speed washers and welded pins. Space anchor pins 18 inches apart each.way and 3 inches from insulation joints. Apply vapor barrier coating compound to insulation tIV� ji.in contact, open joints, breaks, punctures, and voids in insulation. yy ��[�w�#, �.•,�. a: B. Blanket Insulation: Install tight and smooth. Secure to ducts having long sides or diameters as follows. h? ' rFY;9��c �:. 3r 1. Smaller Than 24 Inches: Bonding adhesive applied in 6-inch-wide transverse strips on 12-inch centers. z'. `# � i #,a.a 2. 24 Inches and Larger: Anchor pins spaced 12 inches apart each way. Apply ' bonding adhesive to prevent sagging of the insulation. a� g P gg 8 -W; 3. Overlap joints 3 inches. 4. Seal joints, breaks, and punctures with vapor barrier compound. 3.5 JACKETS >_4 4 Tyr, A. Aluminum Jackets: Install jackets drawn tight. Install lap or butt strips at joints with t: material same as jacket. Secure with adhesive. Install jackets with 1'/z-inch laps att; s longitudinal joints and 3-inch-wide butt strips at end joints. 1. Seal openings, punctures, and breaks in vapor barrier jackets and exposed insula- tion with vapor barrier compound. ..Ye C54199-00 15080 -6 MECHANICAL INSULATION RO—3/19/01 yy 4- s ,, t d{'•o ,tskir tr' 3�� to Si t 1.. a'r. ,i'. "f r !• ;S t i t tr{7t 77,777717: � 7>44 r•. r_1_1717 1 1 b?G.tyJ��.;+fi�11�{,?f,+.f�kfi \ ?rtJ h��dFf¢ \�q ^�, s+;f# y �`.�r# d� 'S� t S`.�t �y Fr •� r {�J t:',+ .,1}',,,° ',a:.'�.45,E ssf,,y. ,r@��v,!< .9�r; 71�. {ri ,� `.t�r1�,h s�r» ✓ye,fx. 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'.a. f ,.t• ',�t#`t�"tye.i..x t } t: .f ! t, l Ft.t Ito- f. ! t t } ? .{ ri i�4/,5l:''!�, vi . a ' :y.,4,r�7.YY t;;` *a'r,`�5"r-•,i,i,,.a.?„ . k L � �c••p'�.,�oµ �-axi°� .r„i':,?4i";?, z ' e �3. {'h .'a` .1 t 5� At .:t s lw�� `irt..� %4:�cpt1�''•'�`1',=.�P3,F"f-'� � $ �.rif, � j} yy i .� ,..• ,ry'1 ,, ; • r.ati;u .,z i4 4 s � xttJ , ;� ti., � �1, S9 F !". +Ci^ '�.,• t .�+,r: �. fKSwtt• s 2 � t � K. 3 1 d {S+ir. �+' c'r� f f n �. st ��i�S�x �Y ; :! �t rr••si ��'A 3-,t na'�;4''ri!� .r�;Y,S.,;��. ,q 1` Iltt r BYE" ,ati.56,,r��,,oS,w .7�1�;i"`�k.y,� � as..�a<a .4.: .as 1 j)5 �1 t ` ,g: 'st t{:.j,' S ��✓3t k'�t�..,Jti�.4!.a� t,l.� ;ti 7fA.SiS�',�',�+�!..?. r e ! } .£. 1 �> .ID.�•r..Vtk2i:..uaL�tii+rr:.y-A�rn[old+i•3'�a`X4tJ �f}{iLk'atr?.rizM�it..w,.,a '' stt, 3 ��wp>':.}t �4fi'W�(�'/r.+w•1u'.11::_�.l'+:1.711{r � i+�'{i��(. WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI B. Interior Exposed Insulation: Install continuous aluminum jackets and seal all joints ,x and seams with sealant. Secure jacket with stainless-steel draw bands 12 inches on center and at butt joints. `.:.y k C. PVC Jackets: Install the PVC jacket with 1-inch overlap at longitudinal and butt joints and seal with adhesive. 3.6 APPLICATIONS—INSULATION SCHEDULE r';r SERVICE MATERIAL THICKNESS JACKET Refrigeration Suction Flexible Elastomeric 3/4" PVC Refrigeration Suction Pre-Formed Glass Fiber 3/4" P VC Ductwork Flexible Elastomeric - 1/2 Aluminum Ductwork Blanket or 1/2" � Board Glass Fiber Aluminum r". Exterior Grit Piping Cellular Glass � ' ; r• Aluminum 9. a.. Exterior Water/Drain Piping Cellular Glass =i Cold Water Piping Flexible Elastomeric 1/2„ Aluminum Hot Water Piping ' Flexible Elastomeric 3/4�� t' J. +h•t ry{ Hot Water Recirculation Flexible Elastomeric 1/2�� Condensate Drain Flexible Elastomeric 3/4" PVC 'A !iN Heating Water Equipment Glass Fiber Block None Boiler Fl .~ ue and Breeching , q.. Calcium Silicate Block 4" Aluminum s,r 4 . END } OF SECTION 15080 gc .Q:f� , t.J♦ .t,ipy n. C5-4199-00 15080- 7 MECHANICAL INSULATION J RO—3/19/01 ; fir"? r * x �a " .1 �, � �r�¢',:f ��,r. � #it�'lr�g s. tr S1 4j• i f �'x _l � ff ��`+�A,p�� •t t(��} '`A GJ�t' tir r fink ,i i -tt sy^i k, ♦ �Y``I � �t,�,. 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'<-rK.r`}{8''>. � .i. ., } _ _ a a''..e.. ,t'�c f ,�°f p'',�'a$�:�,�'yt�'np „��;t�7., .�"ir��+�,i.:��.,rr,�trY',y"ra�4i�..a4>•,,.,.,r:,,;s,; r r 1:, ..t: ' t> j'. t9'x �'xs ;t+�}� {� ca.. �5, r.,. <. :�;'3;. yyz�„a?t.,�,r� f .r�7 *''i'S, h 3 ., '3 �..k;i ..'iti . yx '' r Skt '�s$��u ,jl�:f�+'y#'�3`zk`q'=}°" } •r,.k�� r. ju�ft}tt;�,��t4�'4`° (ilta :.t .ti { Y aM?yta!,,,a'AaFfC't'ih+lFt+n4h .............. ...........-e:.., :is.Y4-.ri4h'�ac�V,PLSt9? .�'XJS�YieiMdi.WCx4sNr�•a.'�e..«,......rv.-...:.•.w....,...�',+a' ww�Ma...i.:.�rer�:r::elw_i�-`. 3 ,� '•i WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI SECTION 15100 -VALVES 4 ` PART 1 - GENERAL 1.1 RELATED DOCUMENTS F•dy5�� 1Mj't}i .�i`1'I tf:k•}.i t Ceti+ r„, A. Drawings and general provisions of the Contract, including General and t. Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY _ A. This Section includes general duty valves common to several mechanical piping systems. � •, � ; :,;, B. Related Sections: The following Sections contain requirements that relate to this ;! Section: N 1 ' ,k <lt,,, i; • , 1. Special purpose valves are specified in Division 15 piping system Sections. �, ;f "' `' 2. Valve tags and charts are specified in Division 15 Section Mechanical ,r` <, Identification." u � 1.3 SUBMITTALS ;` A. General: Submit each item in this Article according to the Conditions of the Contracts and Division 1 Specification Sections. a e Include body material, valve design, pressure and B. Product Data for each valve type. y g temperature classification, end connection details, seating materials, trim material and ;< ,w arrangement, dimensions and required clearances, and installation instructions. tbr;r•:r . Include list indicating valve and its application. ;. C. Maintenance data for valves to include in the operation and maintenance manual & 4 specadjusting, , . 01 specified in Division I. Include detailed manufacturer's instructions on servicing, disassembling, and repairing. 1.4 QUALITY ASSURANCE ::. 1 .. A. Single-Source Responsibility: Comply with the requirements specified in Division 1 Sy Section "Materials and Equipment," under "Source Limitations" Paragraph. N ? L. Ft tit.. C B. ASME Compliance: Comply with ASME B31.9 for building services piping and ASME B31.1 for power piping. C. MSS Compliance: Comply with the various MSS Standard Practice documents = �7 referenced. .r5.r It, � C54199-00 15100 - 1 VALVES RO—3/19/01 r• ��fl .{,'..,._vy,4.,rcrq�.;s'•iCS. j."t' '�ip-C.,•f.^^t...-.�"�w. 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' �m �'.,u',i rv.h�., try Si• .•:l;M ,sx"�o-•n,:}'" '±y ki ,.?' , t'. f �h'i. .1 s,.f a i+ y,..�,}f;i. i�� .,. ' ..3{tip;', ,�'..v'��p: �,Y. �s �vs -'o sZ .7 �ire £ :•'x: i'. : �i! "4�tY��ss t yr:•�kr: 'Zy�$. (,"''�`� ``.� ''��"u'R{ 5',3 i•4.•ia` 'f'Llv:'(VY,ire r,c y{v' r-y r f 2..,�-11 > £ s � 3 >v t� .��ae t to r:<,• �+ �'' '�S.Y��`h a i `?P F. .. .,.,'.,1'' +..+w.Wi;.i ...,., ... . , .. ..•_r,..++,,:.,w•.H+MaM�a'viM�75f+iwYihY�r.Ae:o.:w..,...._...t.; ,. ..a,..7.t .+,..�.:a's.,::a.:ailrw4.ww;fa n ;Z.. '>z. WATER POLLUTION CONTROL FACILITY EXPANSION ,W K PA"tj'k, aCITY OF JEFFERSON, MISSOURI _ iea31 " it 1.5 DELIVERY, STORAGE,AND HANDLING (S`5 A. Prepare valves for shipping as follows: -�: 1. Protect internal parts against rust and corrosion, �5r y jy 2. Protect threads flange faces,grooves, and weld ends. 3. Set globe and gate valves closed to prevent rattling. , :;. 4. Set ball and plug valves open to minimize exposure of functional surfaces. 5. Set butterfly valves closed or slightly open. 6. Block check valves in either closed or open position. B. Use the following precautions during storage: r•s •;;1'f: it 411: 1. Maintain valve end protection. �;;;, ; ,• � 2. Store indoors and maintain valve temperature higher than ambient dew-point ` '. temperature. If outdoor storage is necessary,ry, store valves off theground in watertight enclosures. r. I f ! y'a C. Use a sling to handle large valves. Rig to avoid damage to exposed parts. Do not use handwheels and stems as lifting or rigging points. ' _I at PART 2 P ROD C U TS ' 1 'l. 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to the following: �t ,t ' 1. Gate Valves: a, Crane Company; Valves and Fitting Division. P Y' b, Hammond Valve Corporation. C. Lunkenheimer/Cincinnati Valve Co. `z h , d. Milwaukee Valve Company, Inc. r e. NIBCO Inc. TrN 4s+ I f. Stockham Valves & Fittings, Inc. 2. Ball Valves: Sir . a, Conbraco Industries, Inc.; Apollo Division. b. Hammond Valve Corporation. ; ` C. Milwaukee Valve Company,Inc. d. NIBCO Inc. F e. Stockham Valves & Fittings, Inc. ;`. f. Victaulic Company of America. f; �Y C5-4199-00 15100 -2 VALVES ,z RO— 3/19/01 m* i ttl"; 't•:tHx.' �. y4: .,s€} .!rJ+`i E ' IM" N#.:{, 51``i^Y� w$4F f}� -1'''.y`�''y'S>H"I„ y 'a:ti't'j, te '?. 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L - 4 �t .'1 �fi ? .}•p i i taw�i.i'L t�ty..i'S+"•tr M, � ..,�3:iM+�S'``�'-"�' �' �,` Y '•��'x'�n�{�xd rhY r Ft_� ry� t't �h` e 'i t.,. � rt 5 . .. ..iii .,.,.0 n'_,i..,._. r. t t .r " �::..- .,,.t <'S.ti S .Lv curt rd ri. 'w.•�• � R' . ..',S..a.�.�::�.:Y.)"v ,t �;;„,.�.:a,..v._„�..w,e..M:«,c✓+w�.iNnYti�iM�k+xtMtre>„x;rrr,en.Tw ..�z�.�..ii+.i:.,�r.'�t• �-3v�•�u.wrw.i,:r`.�r,.� �� WA'T'ER POLLUTION CONTROL FACILITY EXPANSION }� u CITY OF JEFFERSON,MISSOURI 'LY " 3. Plug Valves: a• Grinnell Corp. ��• b. Huber: J.M. Huber Corp.; Flow Control Division(Resun Valves). C. NIBCO Inc. d. Stockham Valves&Fittings,Inc. J: IY e. Victaulic Company of America. 4. Globe Valves: �. a. Crane Company; Valves and Fitting Division. Yk b. Hammond Valve Corporation. C. Lunkenheimer/Cincinnati Valve Co. d. Milwaukee Valve Company, Inc. :a'[t e. NIBCO Inc. f. Stockham Valves &Fittings, Inc. a 5. Butterfly Valves: ; 'C;J a. Center Line, Mark Controls Corporation. r, 4 A b. Crane Company;Valves and Fitting Division. ; V: C. General Signal; DeZurik Unit. ' d. Grinnell Corp. +' e. Hammond Valve Corporation. ' f. Keystone Valve USA Inc. g. Milwaukee Valve Company, Inc. , .f.. h. NIBCO Inc. i. Stockham Valves &Fittings,Inc. Victaulic Company of America. 6. Swing Check Valves: .6a a. Crane Company; Valves and Fitting Division. , k` b. Hammond Valve Corporation. C. Lunkenheimer/Cincinnati Valve Co. r° ^f d. Milwaukee Valve Company, Inc. e. NIBCO Inc. yL' off 4y. f. Stockham Valves&Fittings,Inc. g. Victaulic Company of America. { �^ 7. Wafer Check Valves: }' a. Conbraco Industries, Inc.; Apollo Division. b. Hammond Valve Corporation. C. Keystone Valve USA, Inc. ' .. `• '�`" d. Metraflex Company. # e. Milwaukee Valve Company, Inc. f. NIBCOInc. g. Stockham Valves&Fittings, Inc. 5 h. Victaulic Company of America. 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WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI j 0.7 y f7 F ry r 8. Lift Check Valves: a. Crane Company;Valves and Fitting Division. b. Kitz Corp. of America. x} C. Milwaukee Valve Company,Inc. d. NIBCO Inc. �;��,� ;y�.�.•�t;,T.� e. Powell: Wm. Powell Company (The). J ' f. Red-White Valve Corp. g. Stockham Valves &Fittings,Inc. ; .3 .: 2.2 BASIC, COMMON FEATURES F' A. Design: Rising stem or rising outside screw and yoke stems, except as specified below. {c irr�s•. 1. Nonrising stem valves may be used only where headroom prevents full extension of rising stems. ' { a � F$ f ,•„$ ;,. Jh. !'rT.!r�j' fir. lin,:: B. Pressure and Temperature Ratings: As indicated in the "A lication Schedule of Part 3 of this Section and as required to suit system pressures and temperatures. C. Sizes: Same size as upstream pipe, unless otherwise indicated. D. Operators: Use specified operators and handwheels except provide the followin ' P P g ,`n special operator features: 'ry= 1. Handwheels: For valves other than quarter turn. ;'.. 2. Lever Handles: For quarter-turn valves 6 inches (DN150) and smaller, except for plug valves, which shall have square heads. Furnish Owner with 1 wrench for $ a every 10 plug valves. 3. Chain-Wheel Operators: For valves 4 inches (DN100) and larger, installed 96 �'{<t inches 2400 mm) or higher above finished floor elevation. g 4. Gear-Drive Operators: For quarter-turn valves 8 inches(DN200) and larger. ,. E. Extended Stems: Where insulation is indicated or specified, provide extended stems arranged to receive insulation. F. Bypass and Drain Connections: Comply with MSS SP-45 bypass and drain ' °Y connections. tny� a� G. Threads: ASME B1.20.1. H. Flanges: ASME B 16.1 for cast iron, ASME B 16.5 for steel, and ASME B 16.24 for r,. bronze valves. I. Solder Joint: ASME B 16.18. VALVES q` C5-4199-00 15140-4 r" RO-3/19/01 i 1.F h L)i�s;$'^j3" U;,N�rt r5 e✓ •�lr. .z a�tr "3�iS ! jtt t,,v j.+4 S p ,r: -Ky. ..r .t. f .> .Y'S,' i Yt .�3 {f, C.�5'`�" J '>,yst.•� + fi37'A .y.µ�•I`t'�cr��uyw>5i ,Y t , u.�„rt �.5-��jm4(.};P;lr2 .."sL: t a t�tt y,L``,J Fys��v. ,,`�'�+C'{i-sJi.c x'( i{ ri"��3 � '4 :t.aJ � ��•{ : t.z rf�v,. .t , ii",�'a 3'D�t�t4�'d �••b�t`�`� " �73 i .G , Py ft zz' o0. f. r {w'S Ji?{ '' ' tier.{tii`,tt� IYSS')r 3.�,y�` r. y .s;�1�.;.J.. r{.a .rJ t.t. t?.ri 7 .t '�5r t.c t iti.t' la }i S i{S.f1ri. 4.'r[i t.i`f'f;tr'1:� f Iw, .�1; .•Y',' „�, ,✓1+Ss�a•4u�'t Td"y�: '�'s,.,,t yi ti,s��r r'�1�.3t� '�F.{.1�. ,�r h .@: .7�.�,..t. ,.,e,�. t r r ,.y' i� ?�'1':a .i r�'f; vY Il4 1•��s,v�A1'�`^ '�r'i".' �f �} j �k{X. � mt,w�•�n�;4:�`df r.;'�dt�'x"}}r,7."{C.�SY, 1., •�t. r3f.7t� r'ir.!•r t�rl .1 fr .tr. t 1.,;t 'c.•-Ct t c� N F ,<�,!;,r•rs,;.rr.,.,s..�'.rrt.,+k .�: }�•,l...r,:..LL,�Ct•Aj. 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G �, B:y. }!5,., f�• r;n n4 r '1.S M'} ��.',r+., t�, /f`3•f fH-'Y S d,m`t t. f ! a' ,d t, yr , t r ' I "Sf ��v'!r h is� �� ',N�trr �t 1 I i i N ! nJ{�'jtisi�r�.p'� 3� ..3 r#,�IF �f } � It,: �rtw A.��,t..fl ,D. �: r t. .. p i. s t r v xtstr�.F•� k�;t t ty�a:.t IiT ��€X14!1 T.�.hY•t`;sFr4*rp�f��ri�' '� d1�.) r. , .. i �YFs)�. ?CS��{{Tfjf'�•�'a'gf4r�y�k?y� ` t I J f., !r ti �t....ytC�1,u,i„td,. 1'H1,�(yr•y�elf J,{i; 7+� ��i�r r�tt� )�� t`r• + CC r, ::., .. 3,`'. �t.r'rr't'7f'i.ki�� . .[7 hh 'ti '3 7 k }' r"4�•. }. »; .r+:o-ixtaas ,Mnk ."Eit+2:r:.+c�a:a;{tit:�:1,+w,.,:d.>;.r,w:.J.............�—•......W....:....f�..., , ._.»..�. . IRI WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI Sy: f 1, Caution: Where soldered end connections are used, use solder having a melting ,, +< point below 840 deg F (450 deg C) for gate, globe, and check valves; below 421 deg F (216 deg C) for ball valves. 2.3 GATE VALVES A. Gate Valves, 2-1/2 Inches (DN65) and Smaller: MSS SP-80; Class 150, 300-psi ,;;:° :tiat� (2070-kPa CWP; ASTM B 62 cast-bronze body and bonnet, solid-bronze wedge, , bronze packing nut,alto rising stem, Teflon-impregnated ackin with ; -iron threaded or soldered end connections; and with aluminum or malleable : handwheel. P. B. Gate Valves, 3 Inches (DN80) and Larger: MSS SP-70, Class 150, 300-psi (2070- °:, -• kPa) CWP, ASTM A 126 cast-iron body and bonnet, solid cast-iron wedge, brass-alloy ;. stem, outside screw and yoke, Teflon-impregnated packing with 2-piece packing gland ;"•a ,Ya air assembly, flanged end connections and with cast-iron han dwheel. ''A "P` 2.4 BALL VALVES A. Ball Valves, 4 Inches (DN100) and Smaller: MSS SP-110, Class 150, 600-psi (4140- :r kPa) CWP, ASTM B 584 bronzy: body and bonnet, 2-piece construction; chrome plated brass ball, standard port for 1/2-inch (DN15) valves and smaller and conventional port for 3/4-inch (DN20) valves and larger; blowout proof; bronze or y brass stem; Teflon seats and seals;threaded or soldered end connections: ut , 1. Operator: Lever operators with lock. 2. Stem Extension: For valves installed in insulated piping. `;f; ` 3. Memory Stop: For operator handles. •,., 2.5 PLUG VALVES sir x�Owl A. Plug Valves: MSS SP-78, 175-psi (1200-kPa) CWP, ASTM A 126 cast-iron body and bonnet, cast-iron plug, BunaN Viton or Teflon packing, flanged or grooved end connections: ��+ ,,. � ;' to r �>7" :+¢��•, R�yt't55rty ,:�{�b r •rYyJ', 1. Operator: Lever. 2.6 GLOBE VALVES A. Globe Valves, 2-1/2 Inches (DN65) and Smaller: MSS SP-80; Class 150, 300-psi : •1 �t� �{ (2070-kPa CWP; ASTM B 62 cast-bronze body nd screwed bonnet, rubber, bronze, ) Y ki with bronze Teflon disc, silicon bronze-alloy stem, Teflon-impregnated nated acn . •; nut, threaded or soldered end connections; and with aluminum or malleable-iron x..x ., handwheel. 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'n7.rr 4y$%•' kr Y d r• a srs-ztr.'x:zran`i.,aL• ? k 'cJ r x „(t t I c c i .i 'Sw� ,l°ti� y,)m Y`.(S 7 'ut� Ls`wra�t4V:��.�, i x 8f�y`�`t�'�,�•�; 'h.1 ;t. �." yr5 ;.r.r s. a�(' ra ;•r x t t �tad�Y ' krQt ^;� ';v,/z.•�� .S?, ktr is}� it. . ?, � rt y..yz ,��ft...� 1ki,t ,S�,f r 41', a''�+` F ]' { ,r. ,-.a...#,.•.^,evO.rYi,H3t.MYM1R.•�1bviF�Nawf�4'✓...ar.,..r.....".. .,....-..u,s.+.».r.:..,n,.4aur+wn+w+{%aei�. '>, (.+n:x}w.:� � � YS.Ct} 5 WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON MISSOURI B. Globe Valves 3 Inches (DN80) and Larger: MSS SP-85 Class 150 300-psi (2070- ,•r., �''�`{ `�� ` ► > > r5' kPa) CWP, ASTM A 126 cast-iron body and bolted bonnet with bronze fittings, :,t,t renewable bronze seat and disc, brass-alloy stem, outside screw and yoke, Teflon- impregnated packing with cast-iron follower, flanged end connections; and with cast- iron handwheel. L '`�Y�`}'' i 2.7 BUTTERFLY VALVES i i A. Butterfly Valves: MSS SP-67, 200-psi (1380-kPa) CWP, 150-psi (1035- kPa) a maximum pressure differential, ASTM A 126 cast-iron body and bonnet, extended neck, stainless-steel stem, field-replaceable EPDM or Buna N sleeve and stem seals, , wafer, lug, or grooved style: { 1. Operator for Sizes 2 Inches (DN50) to 6 Inches (DN150): Standard lever handle with memory stop. 2. Operator for Sizes 8 Inches (DN200) to 24 Inches (DN600): Gear operator with position indicator and chain wheel. 5 `Yf 4G. ur%yrf 4 1 y4 ��✓� Ttr, rx �i; � f�5;• 2.8 CHECK VALVES A. Swing Check Valves, 2-1/2 Inches (DN65) and Smaller: MSS SP-80; Class 150, 300- p ( ) g p ASTM B 62 cast-bronze body and psi 2070-kPa CWP; horizontal swing, Y-pattern, cap, rotating bronze disc with rubber = at or composition seat, threaded or soldered , ' r i end connections: B. Swing Check Valves, 3 Inches (DN80) and Larger: MSS SP-71, Class 1'25, 200-psi s' (1380-kPa) CWP, ASTM A 126 cast--iron body and bolted cap, horizontal-swing bronze disc, flanged or grooved end connections. C. Wafer Check Valves: Class 125, 200-psi (1380-kPa) CWP, ASTM A 126 cast-iron body, bronze disc/plates, stainless-steel pins and springs, Buna N seals, installed H c ' between flanges. uF ( D. Lift Check Valves: Class 125, ASTM B 62 bronze body and cap (main components), y horizontal or vertical pattern, lift-type, bronze disc or Buna N rubber disc with s stainless-steel holder threaded or soldered e;t(4 connections. 2.9 STRAINERS A. Unless specified or shown otherwise, provide strainers ahead of backflow preventers and other equipment indicated on drawings. _ 4 1. Furnish "Y" pattern strainers ahead of tanks, traps, pumps, solenoid and control valves and other equipment. Arrange c for easy removal of screen, with opening for blow-out. C5-4199-00 15100-6 VALVES RO—3/19/01 �. 77 ".M �,t'riF,�.Y3^;^,>r.s.,,-,.^' 5.;:. wwvn•r^.- .. -rn .+�...�.,.-.,wayrr�NAus1!mT r '1' 5,fi,J yk f z C i"-5'{{X�gilt ,stiff±iYy Y.,� i ;a�i 62;77 #� rir .s�;tf}c'' x tr. rtL)i .'`) ��.u.t.'��•t tc,S.tT;1 r`fr a� t rtrk4, ,a r.T•� z,.� ' �k'�`{•.t`�..h.,.F•:N'D"ok'+!„X'�:,Trr• .i`fl.'4�t# r�� h�if2;• x.ik�F #•t 5yi:ur+.,;l t h 4;C2�(T. ; f� ir.,i yt. r r a��';S is .ur� �•^¢�i'1�'1+�;t��t�u.�y$±,��Y• rr,� ��. p �+q�fs ?rt :.it' + Axa�,xc, 4 .t�,,�;.2 tY z 4Yet n 1 � 5 art�1..h s�f. I? �Z dt tS e F r t �:r'.�+�� J,"S dy"7i.4 :,�,"�•r ; �, '�M'�a��k?.ilu+�Cy*y,;IxiS+,�•',�1`�.f��.t�}}N6' k1'.�<.,.,s.iS�r';Y}'j t t � � ryry aa A �...� j��,�'l�t a�i�}rv�i..^,'i�.,5t t�� •�rl � I� ` •�(�� i"I;Er 3a�.,fi��:5 {C�`��''Y't.{i'��ttt`t'rE p+ � T�.tt.s4.a F .r�.F�,�,� it ✓ ;� F .!i' j.).Y:.' � tt i.r x7 2 'i./'�,x t F.1Cf,-.�1it��'ry3ry( G�CYSi��.j1, ,fyh�"�Sa.A�,3r 6 •�'i ��f?t S, r.�, ��k L��x ri,/ a;::SU,u. .7.r} ,.,?[, f. 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Provide strainer with blow-out nipple and plug valve of same size as blow-out } connection, and pipe to nearest floor or hub drain. PART 3 - EXECUTION € k { 3.1 EXAMINATION' ` A. Examine piping system for compliance with requirements for installation tolerances ` and other conditions affecting performance of valves. Do not proceed with installation f until unsatisfactory conditions have been corrected. 4 ' B. Examine valve interior for � cleanliness, freedom from foreign matter, and corrosion. ' Remove special packing materials, such as blocks, used to prevent disc movement during shipping and handling. €' C. O p erate valve s from fully open to full closed positions. Ex amine guides and seats made accessible by such operation. Examine threads on and . .T valve mating pipe for form and cleanliness. t E. Examine mating flange faces for conditions that might cause leakage. Check bolting '' "':F::-,F: for proper size, lens gth, and material. Check gasket material for proper size, material composition suitable for service, and freedom from defects and damage. :ry � 4# , F. Do not attempt to repair defective valves; replace with new valves. ' YI 1� trill �f•� �r 'iy': INSTALLATION Y ! �': 3.2 �� `�y'� T�}€�'•ti„ A. Install valves as indicated, according to manufacturer's written instructions. B. Piping istallation re q uirements are s pecified in other Division 15 Sections. Drawings ��.�y �4��.�•:;,�:; indicate the general arrangement of piping, fittings, and specialties. ' ,, ti34 C. Install valves with unions or flanges at each piece of equipment arran ed to allow Ole 'i' servicing, maintenance, and equipment removal without system shutdown, D. Install drain valves at low points of water piping systems. 1. Install 2-inch drain valves for 2-inch in pipes and larger. 2. Install Iine size drain valves for pipes smaller than 2 inches. ! 3. Install drain valves at main shut-off valves. E. 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A,.zF t i, :iq• ,ti, �{.ry. �,,>t. a{atJ��. +U•"F:'• Yr +3�.I"��•ri,F:� q 7,J yE x ,��.+,,t�'t��;r�. ,t�t�z ,�'t,69 2! f'irt � � '` �' ! ,'•a. ivr. .t t,r ft ..14 slt' :i��. `Ft�t �''tr°:�" 9F A Y"c � 1( 4'�S ..C•* .',r ,its I.'s! T �`.l.I�cLt! 2 rJ^ ,� y1 .t .,. x- ,t.: 'd,; tMtMtt:ac+�IF1MiiM•;'.CiyilfHti.7tf ;7-`��'��R�nr..f; .ayt�t�,NrfRltiIMND9l fq�"�. tt'Al lSbal rwrtr•+w.�n•..r.•,.»...............t.«r...l,n,-Hrwtst4'G>n!P:t!WfxK�n'-%:Sl 9xtYnti!.?'.�`ee,.«+»n....:........<...........�.....n.•.,t twbrtW. 44i�vJglh'lMta!4•„!tnn.:u9thY..\ i,4f'•te Lt�it,tt�yr ,�'i� ! WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI N G. Install valves in a position to allow full stem movement, ! � J H. For chain-wheel operators, extend chains to 60 inches (1500 mm) above famished floor elevation. a I. Installation of Check Valves: Install for proper direction of flow as follows: y.. >�,,' _ - 3:, 1. Swing Check Valves: Horizontal position with hinge pin level. ' 2, Wafer Check Valves: Horizontal or vertical position, between flanges. ; 3. Lift Check Valve: With stem upright and plumb. J. Cut tube square and to exact lengths. K. Clean end of tube to depth of valve socket with steel wool, sand cloth, or a steel wire brush to a bright finish. Clean valve socket. �}F}5 `' "}{}fixer$ L. Apply proper soldering flux in an even coat to inside of valve socket and outside of �'"" r°• PP Y P P g tube. M. Open gate and globe valves to fully open position. nF�:< •.- '' ; N. Remove the cap and disc holder of swing check valves having composition discs. �k.g 0. Insert tube into valve socket, making sure the end rests against the shoulder inside ; ,1 valve. Rotate tube or valve slightly to ensure even distribution of the flux. , tr P. Apply heat evenly to outside of valve around joint until solder melts on contact. Feed . solder until it completely fills the joint around tube. Avoid hot spots or overheating '.. valve. Once the solder starts cooling, remove excess amounts around the joint with a ' r cloth or brush. �; �� .�` •!y: 3.3 THREADED CONNECTIONS ¢:k A. Note the internal length of threads in valve ends and proximity of valve internal seat or twf r wall to determine how far pipe should be threaded into valve. ui4, '• B. Align threads at point of assembly. . s f f�iYf; Y` C. Apply appropriate tape or thread compound to the external pipe threads, except where . f dry seal threading is specified. .'4 D. Assemble joint, wrench tight. Wrench on valve shall be on the valve end into which tri the pipe is being threaded. 3.4 FLANGED CONNECTIONS rr' A. Align flange surfaces parallel. fie.rrty f�' 7 C5-4199-00 15100 - 8 VALVES RO—3/19/01 { I'"4' •K17'r;'r+ G e%�}i'�l• y A�� ,tAR } 7, r }7{r-{,�e,,t y t J>4`,t,n,.r t l��i, r,r?+ w i rn 5s nt.r i,.i!,t i ��u j:t '4,��,1 .,1'":.,,r r..f �5ti.r I{rt:t"f L Ex,3 t{ i.rd t l'.•'y',.!r t L c t P Nr 3<a an.}td.S 5�krS L 2+tlf y,t+}-•• a'�ic^ xk Yy .jthi,..1,, ,{.f S.: 4 4 I fit, r �• ,i'i 1�iF� d ;a�{ ,`s.� r ,1 J. i .r,.3 fi � �/. ( , ,r,.r„ I Py ! 2 t' �'.t3 f,7';3 �f,�±�. �> n, :i+z, ,'�,?i {; +rtyf,�a tt} ,�i �r+. 3 r,t 1ti S�, G 1�,,J,?'C�°t�r�, s.�.n"• 4 t1+.'A, �;dt' } � � 'Si• lY,.`.f f.? ,c,'t' ..` `��, ! •^ ..? :7.rp. ..,Y; r` .':�'.. i. ;t .u{t,,. .:lr�'b�.q�r,n{.[ ,J.,r f"Y,d,,q,E��1 �y f. i ,tr �t � '�'{;� ,}.'i•?'errst'{)i4 >T;`:t:.7?t1 ,k;;,l:.}yt.yn ?4� rj"'� nrr: t'+b.t y ,t„'.�r`at., ,EF r it,r, •}i;..71�# g '� i}?.. Fr,�% $ .;l ! .:"ant, '�F'i�- �. �•i:J! `4t •15' r�l� tt""i.`r.4j5 k: \'iJ l.ti -'t� •��t .tny� .�. in. 6+ A. .,t •4..t{'�:<•1, :u,+r, -t{;"t�"•;,..,}•Ise'».� +„.{ .:i`,. {x 1.. .ntr iw>r•,.;�" S''�r�%`r::rit K., .,''t...t»F•�:.t�S.,.,q�+S .r + yy' ,r�1 ,(•`si F ,h4c(r, Y + ;1: ,dUf �,,t, rr J S .tl. :f .+t, .ri•3:,i3'.°r.` t � t �� t, �•ry r- .li +.��Tn.s.t; •ni ,,.,rr„ ;.( -+�� .:.i+' ,.}•N!@rr.�.;r i.n t�„a, r,a.t,{µLr �,�>`,, ;' J .!y 4 F, .S.Eh r `¢�,l;rr=a .bk, it3re 'c ptiy.,,St;; }t x ?,y`1.,«rf-3,r^C.•- i. t t t r•rd. :'.t .t �i r..s•Ss,` 5 L•i,y �42..,�.t .+,� t i /X;.',. 3 {t,r•. ,t 1 L A�! .�• 1 i f�S1' t v zr`-*yt i r i .i-. v q, .{`S ai t n ,d'�f� S at.^a�.,2i•.li`:+� ti: .iS.z,,,J 7 �... .+`nq.. •k +glr�y l'�...•'k`..,'�R.t�.$�{i.v,..r�`�..'a }. Jt+,ti.,�r.�r ;itu�Y `1.1 ry'�.U(, !rrya...r r, f t'�•t i'r'!f! ,( f.:.,� 1� 4?� :.t ;#1 }• } :7M�r't�Xt .1 1.�7 t!'�i�ktt'r>.��J4`;-.e,4;}fy:..�A;l. yp7r.zr �.,`rf ..L G.,t .tt yl+t z,� �+ .'<t•,kta +r >Fl.:i".. �'•- �< 4rJ t •.v» �f,.L%•r �'�'t �f - ;7�}r r , .ft4(,ft�ita�,�,�}�#,.,�.7s+ .r:, .�::i>` .i!:'t' .t..�.;,r.-,r,.riS,r;r�Mtt�J t t 7t t ;ill.. _t�• + �.:t; dfat �ik1.. ,;:;11"�i'��'fy, ;{ .Sµr ?f�` Tjrrt tir:+l s Z, t}.. ,rl7J t, n ,. 3P9f .e� f' �., Ij.r... S, t� 13.:�'{r rJ ktf'��r�. M1°� �'X •t 9t Y�,S Y 7 i .;IJ #;. } F. �t • t. t �'2y nt':f”{3t "+ 3i4vt r nna� 'tY r r t� � .( sege'At{ t •r !• .tj'. t�s:N t , yY t �... *t ,+ it r ' d.ch0?,PF tL tX•.5t,,., la ,itx.G�px w.' ?r�f •^ > t c vv, 'i�. S� .\:'y"� .1 ,53 si€,.'i• ,,t.1.,y;•}''t{ ��j " .�..�; ��'�;'''� `lr :DYS.t^ir%ia 4��'s t y, i, y _ � i f. i iti'�M1t`f��p x,}�s„v�ki:!.•{•.,� NS?• u�=�yya2,S';s�a�Y.,.�3tr?':,S rra .t:� ,i;� ,. '! ,� i t i k .!�zi, r i'a..,<,I�`��'6<;,s�l; ,Y S " .tt } r}w i 7,.. � S.• e,w. .,.w.wr,.rr.uwfu+n*n•.,.,sa+.....-:::,......n.n.o-.e.......,..�e.,.._ ..,...,.,..•.�....�«ec�iJ,Yr:./.L.r.+,.kk::�»sZ:.,,.,al.a x.;:.� r��d t5`S ^jst�.}.a25.:nt,L,..w„v.,l•.,, , , S .. ,.....�_..r....,�.,..,...L•v-vt�,tt'f,f !.s.,,.K t� ............ .... ..... ._ _. .. �+ .. ".� t`S�i`: WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,NIISSOURI B. Assemble joints by sequencing bolt tightening to make initial contact of flanges and gaskets as flat and parallel as possible. Use suitable lubricants on bolt threads. Tighten bolts gradually and uniformly with a torque wrench. C. For dead-end service, butterfly valves require flanges both upstream and downstream for proper shutoff and retention. 3.5 VALVE END SELECTION r A' A. Select valves with the following ends or types of pipe/tube connections: 1. Copper Tube Size, 2-1/2 Inches (DN65) and Smaller: Solder ends, except provide , threaded ends for heating hot water and low-pressure steam service. 2. Steel Pipe Sizes, 2-1/2 Inches(DN65) and Smaller: Threaded or grooved end. ' ';. 3. Steel Pipe Sizes, 3 Inches (DN80) and Larger: Grooved end or flanged. 3.6 APPLICATION SCHEDULE tCtf4�"+ A. General Application: Use ate ball and butterfly valves for shutoff du lobe ball g and butterfly for throttling duty. Refer to piping system Specification Sections for specific valve applications and arrangements. = 't tai!• B. Heating Water Systems: Use the following valve types: iGr t ` r ''- 1. Gate Valves: Class 150,bronze or cast-iron body to suit piping system. *u�� ,7•�t;, 2. Ball Valves: Class 150, 600-psi (4140-kPa) CWP, with stem extension and memory stop. 3. Plug Valves: Viton or Teflon packing. 4. Globe Valves: Class 150, bronze or cast-iron body to suit piping system, and 4 .. bronze disc. 5. Butterfly Valves: Nickel-plated ductile iron, aluminum bronze, or epoxy-coated J4u;, g 3 t t ductile iron disc; EPDNI or Buna N sleeve and stem seals. `' ;r 6. Bronze Swing Check: Class 150, with composition seat. �i2n ;rt•.. t #i 7. Check Valves: Iron swing, wafer, or lift type, as indicated. Swing check shall be Class 150 with bronze seat ring. 3.7 ADJUSTING *''P'` ry:``° A. Adjust or replace packing after piping systems have been tested and put into service, r �:.•fPh. Y but before final adjusting and balancing. Replace valves if leak persists. r 4 l� S✓I!ra�j�' 3.8 VALVE TAGS A. Furnish main shutoff and control valves with 1-1/2 inch diameter brass valve tag with stamped and red-filled numbers. � hike �� y �i`?.,:�•. 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'vh++e. 'y ., .r-",rt e`eti''; d t•;*`n• r t` ` 'Y,�...r + y•rr � w' '.;a 1lrm1.7..—.a a—111 . :�r.f �. 4 Ap .. .rf- �� t, i n• 1�.; ``ar fit.•.., t .,�as '.�, !y .,� ,t ,a ¢.; � a#J�� Y ..Efi'x '�ft ;`xi^tiy4�:.r•„ .�.su ..I > 3a. v: s o-' �A a T WATER POLLUTION CONTROL FACILITY EXPANSIO N .r CITY OF JEFFERSON,MISSOURI Cj I 1. Service designations shall be 1/4 inch letters, and valve number shall be 1/2 inch letters. >f 2. Service designations shall be approved by Engineer. Secure tags to valves by use of brass "S" hooks and brass chain. 3. Secure chain to valve by use of copper or metal meter seals. 4. Mount charts and drawings listing functions of each valve and its location in metal frame and behind glass placed as directed. In addition, on record drawings mark symbols and furnish valve schedule properly identifying valve number and service with exact location, material being piped, and room number of area that valve services. This schedule shall be furnished on reproducible drafting paper or film suitable for reproduction on an Ozalid machine. Sire of drafting paper shall be approved by the Owner. fa END OF SECTION 15100 t ' A • I` Y f 1 f ' } tl{ tY 1211 C5-4199.00 15100- 10 VALVES R0 3/19/01 Iffi —1 Alt NEW 59 t t I , 'e 1 t .:t ft >< �,Gf ,;t`�7.. a ' .i�' .: C t t3 ,s'. • :t,, s z rr'z t §7r %!' r s k 't ,irt•, `,��' '•c t. t F .t ip L o„� '� z 't,• ,.w zr� +: S ?VS s '., �J.:' r..r ~ t��a.'r4 1�� 3 �7>, '<� t• zi<*"_L.�.• ,t yf.?r!-4.,t(?kk..;'f AatayS .K E i.v 1 :fit �t 1. :t ,} .�1 s.�2i.3} ....,_•y ;�.,t g5.r's.e a#}"i`rc,:s• .{. Y.A� '. •'{2<.�tAwt`a y. t•45,:::�ta-t? S; ,.c t .s. �r .: .e' ��. �;r�G. Y .rp?, x`} •t+r`,r. <.'`k :n„'w)'Y..�':, d.t�• b.��, ,t �,`�- •e','�i.;nt .t, ! t{� xY.. `� j',•+Y ,�,. �-"ki� /r, "' n°5�`,-.'T,•r �'.j.. 'i;:5'`r' $ ., } r i,...a -`,'sS c.(}.41,��"7 r'y� vi WTI`. .1A ,:a ti}; �:�zt•?v,i`�':s.;�:�.f ),..i"„f,K t;. J�r ,r •.A t + t 4:.:.:'•,'xlr F . .�!>� .Ft;ri�•�:,A: �`,^'�'!�r�.<t:i jI'i�f�"c'��.3 Jy',,t,r"��f.t»,.�a i.,1.'It£G'"•'7,4•�>!:.7 t'#�,5t{t S<..'��,3.:t ve�Aijt L:s',.r r`y x,{t/r,�t st,',,: r. e t .i,V.` .t ti�'�:• , r 4i f.I c,r,�+..'.+Crt'1,r#'Y,r'tI's ift r.Sn'+,trt>�d}1�et!,{,5�t J.�.,r t a.j f.Swy.l @�x f{ # •��=N� w} n� <+ x J ':n�•1:i S�.d(.yrt`Nf,.�r1"FT�<ya l.i•"l•5��.,J�.a'.,55y:�4',�4;{.F.>...z,5 s't t�z�. 7 t 't,: i �1 ;�r. a�,,' t i'1.�;y1' x3'89 �t?5�.,;,�ytzt,f.;"cz2,•'�t��...,$,: , .r:f r „ t•i` , ..,.fi t : � ' ......,-..,+,5i,rr+'dro,,;++n5`•t"ar.rs�..vN'n*5wwr..•,.,'.w,...,...» ..,..�,5.' a',i,..:..c:.,w`�.ii',im..f.t»ZCl':� ti�Yia' ,s.� �:u. f.."��t:-' t ' t ' ,,.aaat+irz7A�,4t W.i7;..,ct.,xw•.w:�.<., .,w.:......:....... ....... g525� 1�.,Lt,�..:c..:i+c,SJ,::L:a.:,6,:1.Y,...tt..t.....l:..i,. , ,.,.,.� ,. .w: .,�..,..,..� .•.u........,.. .n.:tnl<. ;i�r�y.`i,��f(�� . l., WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI SECTION 15135 - METERS AND GAGES Sa hiS�t 1a„t s S PART 1 - GENERAL ". ..`•� +~ f ..t..'� 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General Supplementary g g P and Special Conditions, and Division 1 Specification Sections,apply to this Section. at; ? 1.2 SUMMARY z ;t A. This Section includes meters and gages used in mechanical systems. 7 B. Related Sections: Division 15 piping Sections contain requirements that relate to this Section. 1. Meters and gages furnished as part of factory-fabricated equipment are specified as part of the equipment assembly in other Division 15 Sections. ?fy�• f ; 2. Division 15 Section "Fire Pumps" for flow meters for testing fire pumps. ,;; ?�. SUBMITTALS �` 7�' f� 1 0�i ��` A. General: Submit the following according to the Conditions of the Contract and ,xr •L a•`�f�i, ., ?' Division 1 Specification Sections. >, B. Product data for each type of meter, gage, and fitting specified. Include scale range, { ' ratings, and calibrated performance curves, certified where indicated. Submit a meter and gage schedule showing manufacturers figure number, scale range, location, and � �.s,k;ti s accessories for each meter and gage. Ws C. Product certificates signed by manufacturers of meters and gages certifying accuracy's rr under specified operating conditions and compliance with specified requirements. F D. Maintenance data to include in the Operating and Maintenance Manuals specified in Division 1 Section "Project Closeout." Include data for the following: r 1. Test plugs. '� } f5�x 2. Flow measuring systems. �. 3. Flow meters. 1.4 QUALITY ASSURANCE a , •�y}``�•� t�' > H A. Comply with applicable portion.-, of American Society of Mechanical Engineers (ASME) and Instrument Society of America (ISA) standards pertaining to °4 ' construction and installation of meters and gages. Y sy. YEti t;�".tik�J. CS-4199-00 15135 - 1 METERS AND GAGES ' r ' . 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Y Y' 14 11¢ Y f� r�inr•� t tj h t N� t} 4 :r+ r i� = Ay.� Sir 5 y�'''a g yt} i t yi"itt. #t�'�}� .+2S�t YSY'i'* L'1 } gy�'S ¢atttnn�2N r, ax}f'zi 4.fri 4 =. tai# Z Utf'{h {s t.y.:}Y• j �+ �f�.,N r � � .,�}•ry"Fi � J`.��x�`��J. t� .t. � r S Y r: 't , 2 ' ti }�4`YJ7 t�4 5 : kS z{`MRk ?}�} �;y. r `�: t #�'rC•q�R' �F�{ta C ��`t J� •y. 7:r t ' r t} ;� t i ,1� h f ,i t• �'��7 r�,.fir w#f �.t i�' '��. t.At}> t, ' ' i' l ..i�((..��,..•�'d•�'i; ,;�v��,.,3Fff '�': !!+ t.i :fit. 7..t + } .}. •_ � �t � .a �'y kap jY tY's!rh",yr3;'�ttttr x. � �•,s,L`.5':I F.�u£��,- � .$ �� .'� .��, T`��r. l��j}.av#,l�,�ii%�.•�.ry F� t �``, � ,." .} �. 5 r,� t ;z b t3v+t}!t' i. .c54 }. '1 t �') ;"�y� }`�k „�, ., ,>P4e tk: 1L�' i„} kA•r c;-rvr°. f 4,:7: t`; ; .a.}. t;t .� +S. ,, rSU {:�r 1 � 'i�16+s;";r3;ai5:tti' �' b.t :}; s •' i 7 �+' .��;t •� +g.iti r t 's t t' t/,,,. � ;i 1 ' tlg': ' { t} .d �}.. ''tip x,+.:7-: � � s; z.� ti. ? t��s"�:„�• •.. " :'•.,• •.. •.u� S-".•,•),. r 3.r.:.xt:..•1kw.,u...wn!+ttA'+YML{ti7kt.'tfb'N14iYne+dw•nW,,..r............. .tz.',5.,.�'.+-a.s..,ir�,,:t,6u..Y..L,.... �... c..n.,.al..:a..��•• WATER POLLUTION CONTROL FACILITY EXPANSION °:Y CITY OF JEFFERSON,MISSOURI kit 1 B. Design Criteria: The Drawings indicate types, sizes, capacities, ranges, profiles, connections and dimensional requirements of meters and gages and are based on the specific manufacturer types and models indicated. Meters and gages having equal �t-tE.'' performance characteristics by other manufacturers may be considered, provided that ;• r° ,:7 deviations do not change the design concept or intended performance as judged by the tK Engineer. The burden of proof for equality of meters and gages is on the proposer. r CJ:., x,. PART 2 - PRODUCTS R 2.1 MANUFACTURERS .A^ A. Manufacturers: Subject to compliance with requirements, manufacturers offering a; products that may be incorporated into the Work include, but are not limited to the following: yxx 1. Liquid-in-Glass Thermometers: � F $ a. Marsh Instrument Co. ` 5 b. Marshalltown Instruments,Inc. C. H.O. Trerice Co. d. Weiss Instruments, Inc. e. Weksler Instruments Corp. ' 2. Direct-Mounting Filled-System Dial Thermometers: ` a. Ashcroft Instrument Div. of Dresser Industries. b. Marsh Instrument Co. `^ ` ' C. H.O. Trerice Co. ' d. Weiss Instruments,Inc. a=� e. Weksler Instruments Corp. r 3, Pressure Gages: ` a. AMETEK, U.S. Gauge Div. b. Ashcroft by Dresser Industries Instrument Div. =} C. Marsh Instrument Co. 'i d. Marshalltown Instruments, Inc. r . r'r e. H.O. Trerice Co. t f. Weiss Instruments, Inc. g. Weksler Instruments Corp. 3' h. WIKA Instruments Corp. n 4. Test Plugs: I a. Flow Design, Inc. b. MG Piping Products Co. C. Peterson Equipment Co., Inc. A+ d. Sisco Co., Spedco, Inc. C54199-00 15135 -2 METERS AND GAGES RO—3119/01 t �. c Y •�{}�.d"7�+..,y �" '�`�'�M, n � i � a �a i, rc '.^�IRFy't}}�a,r�}'{)y;�4 r` .r' } '' 4 444{'`%!��h";''�.}�€.r�'��n.'�y � tshC�#,�{��' '•S�t Z•.-��;�,+��i��• t�l_5r t •• t �� ;:`�r5u`� +�a,�,: '�r�.�'�;�J f,„�,�••��'�`�4�� 37�!.��'rits�"`��h�i�£ t� 'g>:x tisy.' .�7 s f 3:s`i'.+i.�3+1't`.�,3' �„}r S� *�`�'�k{�1�''+"('l�ttyta,1�X kV��'^c><;f! �'�'ih. �xt r°,+rr4��#�;�;��•, r13�•}}�;>' F , _, 4 t„tJ�„,1�}`r Y".•..;.5 i't'{:�.`W(�/,i,� ts 4"N�.JF I rT�} :tS+L.yY'.tl.�.j t�,'R q�t"t ,a.�T 4 .. ,'f�V'}:1 Y t}{ a Ny+r;'.1,G, ,4a'_6 r k� �' `#�t4 `� E � ±�• x Sd i, ' x y a r >. Y. 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Watts Regulator Co. r1f_`,"'''' „1 2.2 THERMOMETERS, GENERAL A. Scale Range: Temperature ranges for services listed as follows: '�t9�{yK,'!�"•f 1. Domestic Hot Water: 30 to 240 deg F, with 2-degree scale divisions (0 to 115 T< deg C, with 1-degree scale divisions). ;4 2. Domestic Cold Water: 0 to 100 deg F, with 2-degree scale divisions (minus 18 to 38 deg C, with 1-degree scale divisions). 3. Hot Water: 30 to 300 deg F, with 2-degree scale divisions (0 to 150 deg C, with ;F 1-degree scale divisions). t 4. Condenser Water: 0 to 160 deg F, with 2-degree scale divisions (minus 18 to 70 { deg C, with 1-degree scale divisions). F with 2-de d Water: 0 to 10 deg ale divisions 0 e 2-degree scale (minus 18 to 38 deg C with 1-degree scale divisions). 6. Steam and Condensate: 50 to 400 deg F, with 2-degree scale divisions (10 to 205 ". ; F,rt " deg C, with 1-degree scale divisions). "4j' T ti B. Accuracy: Plus or minus 1 percent of range span or plus or minus one scale division f` s to maximum of 1.5 percent of range span. 2.3 LIQUID-IN-GLASS THERMOMETERS A. Description: ASTM El, liquid-in-glass thermometer. #?k B. Case: Die-cast and aluminum-finished in baked-epoxy enamel, glass front, spring1 ;`;y ' secured, 9 inches (230 mm) long. Plastic casing is not acceptable. ' ' ' ' �E C. Adjustable Joint: Finished to match case, 180-degree (3.1rad) adjustment in vertical ”' ,. plane, 360-degree (6.3rad)adjustment in horizontal plane, with locking device. s 4 D. Tube: Red-reading, organic liquid-filled instead of mercury-filled, with magnifying �1J >; 'r lens. " E. Scale: Satin-faced nonreflective aluminum with permanently etched markings. r ,... F. Stem: Copper-plated, steel aluminum or brass for a separable socket of ..<,rr p length to suit ` "�'••�'a � '�M;L';: installation. �::, � ` 2.4 DIRECT-MOUNTING FILLED-SYSTEM DIAL THERMOMETERS o r .. A. Description: Vapor-actuated universal-angle al thermometer. }� ,y�• ��'•t•'."rh, l gl dial x r "tpi x{ x,4! 'jet B. Case: Drawn steel or cast aluminum,with 4-1/2-inch(I 15mm)-diameter glass lens. CS-4199-00 15135 - 3 METERS AND GAGES t RO—3/19/01 ''r�";•b r;, ..t,. }r�+FS lFx Q7 h,Y t�...s E; 1•y ,1 -�,}': ,?. .r i'7F,,.,. s^lY,n,'r"',0.rs., �`i9",',8 t i�'• y'`.r77,—,t- ,.5*• r •`� �4 t` �:a�' �K..• `i' > :h 3. ✓P :z "� ..r ;a}• , ,.;\.�tF.. .S j7 S 2 .1 ySp7 -•7; ;1s 1 e•♦;:}.;^, ..' a� i }, :,iz:. �', ,r. 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Y _'; 4 i 'F J..K..','�F•J Vi. .�jlri.{}..+.Pfkx aD'� }rz�rr{`�� ,a}�.°�y..� ,'�.� ,p.�•� : �3 gg{.i'7.# 't�''t.+, 5 1 .1i: 5 r r t t rrct !f,}.3 }.t' a...•rc:z.- :> dr ,,...p '�rlC d ;� `> ..v'° ,t t' �l ";'.fs t,.)y� ��ro�.y: .b S is .L'i`s ° Y. t .r. ss- .t,r.>9�¢*�:n.c `tzV'�•)i,j: 'iti f.. `',,tt~,+e ,c��'z''i��u}�.4t y ,�f•^r< .�� {�#,'w��`�`i`'.°�'�3�t•.q.'t,,• v x�t r " .1 .� .. .-,.. r • .' .;: .;,i + ... t c.ts' s�'S '` � � ,� ,: of i '��'>�� ' t'� .ss�'r`r�`ii.3s k..i <^,}:, .a.' ..u>.. , � : s .,3 ', ..r "...,.}awrwwwwr.H�.Wi)ivnh#Y.k�xkrr:+mev+w..,u.a�.....:L,.. :, ..i.rs.S;Suw%...c...7.:iw,'fi' l".'u+a.c.p.«.s..i+.....,.:[,w•.:�'.:wa6` t I{. WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURIY'' mot, C3Nlq,��.io-t "t,'Y S'r`"q. t C. Adjustable Joint: Finish to match case, 180-degree (3.1rad) adjustment in verticals "�� plane, 360-degree(6.3rad)adjustment in horizontal plane, with locking device. D. Thermal Bulb: Copper with phosphor-bronze Bourdon pressure tube. E. Movement: Brass,precision geared. -' F. Scale: Progressive satin-faced nonreflective aluminum with permanently etched { markings. i G. Stem: Copper-plated steel, aluminum, or brass for a separable socket of length to suit installation. 2.5 THERMOMETER WELLS rc t� 7s�St `t A. Description: Brass or stainless-steel thermometer well. B. Pressure Rating: Not less than piping system design pressure. .• -' ;,. ^ A, C. Stem Length: To extend to center of pipe. "�' ;j D. Extension for Insulated Piping: 2 inches 50 mm nominal but not less than thickness of insulation. 1Re+r. ' E. Threaded Cap Nut: With chain permanently fastened to well and cap. J. 2.6 PRESSURE GAGES A. Description: ASME B40.1, Grade A phosphor-bronze Bourdon-tube pressure gage, yy with bottom connection. . e1s B. Case: Drawn steel,brass,or aluminum with 4-1/2-inch(115mm) -diameter glass lens. J �� C. Connector: Brass, 1/4-inch(8mm)NPS. .i D. Scale: White-coated aluminum,with pennanently etched markings. ' •i' E. Accuracy: Plus or minus 1 percent of range span. � n J. F. Range: Conform to the following: Fr >a: 1. Vacuum: 30 inches Hg of vacuum to 15 psig of pressure. 2. Fluids Under Pressure: 2 times operating pressure. C54199-00 15135 -4 METERS AND GAGES RO—3/19/01 t as rt'4"'*'ti e v• x t All et , .a ihht - Slow t`e• '&� xJ � f' 41 t�f t 1e M '� bty1 "` yai rif lad ��' d t`t.� � #i�3'F �3�1�� yry'�`f{}f`t=+,G' tib`tit�S': �}'' r. '�'t�•`�{''3i:, ! k.1 1 11A� r� ,r;�7 �(n',��$yaxais ;r' i,f, t,:dYap"..,; AtN ., .{, ;I� '� t rtFJ• .r t�,, 1� 'S t,`{?:?>•hrs; i jt tr g{ 4J: " } { +tA ,v M js.. '' { :r,:y.tir F „" >Krf�,t,'y{k,•�'.. o n .��,,, J^,'�'+„1�: �. .�R. tyA Y"Sr ,ti..trT <� if f,..c r,• :1 't', 7�.:*rC,j 3:.f r,r�'.�rsf.4q ,4 " :4z e'•w.+ �St ki,•314,#i^1� i ' r+J f 1�l"� < � � - 1 � ,�i 21 ,{S f i t ..d y. \ ,.3,`k7(" .'ei, }`41 -1r:µ,�Aa,ar.t .ti` .J't ;,!^t iz ::ti, :t t, t; , ! r i xv.;t>Jt .}„ .ESj 1 },? i tr';5' .k'',YS: •5`i '". '`hn., �yp''3 y' i"��t�.'a .a i4'�y":{' t +�,'i.. 'qE'r� '.k'.SY.,,.t.'Z p.4. r :g;rJ.`.';i•P �tf, 1,F .=k t Ile R i ' 5 :t'Y8:{ .,Li per cLi 141t k: Sr 3.i £ '5. ,V* � � :r; �.tr, S' ,�3 ,;/?y� :$ti:,'a•�s .c ,S°'r F l+' i .( wi: + :, t .t• },U a. } 1 •�. ik ��';'•�.Srf•.•t'tl'•-a',-;`t;n �; rfil ..,a�}r7. kJ,° lic`h4//, 4 •.rniu�vt 'F,'t.�s.,-Lc}•!?pi.b.�,t b: .. q , N3. �. t�r. .>- .. t .r r + z. .•r. t ,y ,�d. Nr t :,e. SsrY.•'j,( S;«7yA�.,�:Z„'L': tf 7�",y{t ,}'?2 �' ?�tr �.,�y's?.v�.X�,a:,{:jN" � w Y:,t. 45 X. :,t ,i�:... j ! ' :+ .t .+ `k'r t' r;i ,,li..M;n.,6,,.. 'z�¢.,•�f L aFSa�yy"n, ''1 � �'++�;� '74�•5d°�it�k ik 5 `rt:i.,.,vX;; c , > v. , t .,. �. t C,kj''�ti,�(3 .fy�t,rGnEf,�`I � �. f., °'Y;;;i4`.s7•..��yq.,C;-.,S j a. ? k. '+ ar .r ,r t .tt 11 £ Jt�f+, li;�� + .,��', 1 gg now., },.+f(-'r 51.43an..dF£ SC..41��k ! fl4'_' t r ,'.5'L J ./ „V, ' + S '1t l¢;kP,k..+u4 a! i�}r.l• <fiYyE i >�: ,h r rlrt 3;SItL v I4a t 'a 31..,, "( .b� F + NIP S .f a i�t'`.. WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI ri 2.7 PRESSURE-GAGE ACCESSORIES ¢.E x'"T +k 4 �+ ';�isT'fai d '= A. Syphons: 1/4-inch 8mm straight c ( ) gh oil of brass tubing with threads on each end. • � B. Snubbers: 1/4-inch (8mun) brass bushing with corrosion- resistant porous-metal disc of material suitable for system fluid and working pressure. �'uH g p 2.8 TEST PLUGS A. Description: Nickel-plated brass-body test plug in 1/2-inch(15mm) fitting. B. Body: Length as required to extend beyond insulation. C. Pressure Rating: 500 psig(3450 kPa)minimum. j: D. Core Inserts: 2 self-sealing valve types, suitable for inserting a 1/8-inch (3mm) outside-diameter probe from a dial thermometer or pressure gage. � t`A E. Core Material: According to the following for fluid and temperature range: Nib: 1. Air Water Oil and Gas: 20 to 200 deg F minus 7 to 93 de C neoprene rub- ber. r tip , 2. Air and Water: Minus 30 deg to 275 deg F (minus 35 to 136 deg C), ethyl- ene-propylene- diene-terpolymer(EPDM)rubber. F. Test-Plug Cap: Gasketed and threaded cap, with retention chain. , } Y�tia , G. Test Kit: Provide test kit consisting of 1 pressure gage and gage adapter with probe, 2 ' bimetal dial thermometers and a carrying case. „t H. Pressure Gage and Thermometer Ranges: Approximately 2 times systems operating r, •r?, �, t, `rf ;,': conditions. �? PART 3 -EXECUTION 3.1 METER AND GAGE APPLICATIONS A. 'General: Where indicated, install meters and gages of types, sixes, capacities, and �.1.,„ r , with features indicated. ,,tt if E 3.2 METER AND GAGE INSTALLATION, GENERAL ;' ' A. Install meters, ages, and accessories according to manufacturers' written instructions h ' g g for applications where used. x° PP 'x.;54199-00 15135 - 5 METERS AND GAGES RO-"3/19/01 x' � :a;r•s.xr ..'r :{ti. r;,:3''Rn'`Y+` s $rx"�"� '�" R •$,, d, '` ��4 �. r•iw.?, d'aS"vr.+' ..1x,b .;'4j:5 aru' 5(, itsif a:. ,TV, .e f tt �:7!r.7.r,:t J.rr` r�.;a.,+T;♦!'i �^ rl"`3., .{{a�n:. 4t,f • .. "j'2Kih;V£ :,27!r'S l..,t`Mx#l�i�'.%f?t,L,/P, r�.. ''P. '� Srr It x!'.;r�{.p'•�. �kF� 'Y�i� .Y ,,'n i;,7 )?' f �'ir �. •1 , �• ci `� �q.T .£, e �„` ,r's }. t -,;,. W:s.;Y '�d,rr: .;tf .',#�` s.-kn r s,tt '.s• ',r3. ,+`.•,. Gja�;Fc';?l,t ,.�'t�,. 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M1`' f a _. _ ,;:.4.,.t.•t...ce....,.�,J_'N.,...J._,...:. :.ts ...�:.s:atc.�� • WATER POLLUTION CONTROL FACILITY EXPANSION 1S1S CITY OF JEFFERSON,MISSOURI ' ' '" .,l fi�t�ni ��tp4r�•yT i� 3.3 THERMOMETER INSTALLATION jj ti ©. ; >1 A. Install thermometers and adjust vertical and tilted positions. B. Install in the following locations and elsewhere as indicated: ' ;''? r 1;, nw: 1. At inlet and outlet of each hydronic zone. 2. At inlet and outlet of each hydronic boiler and chiller. 3. At inlet and outlet of each hydronic coil in air-handling units and built-up central systems. ' 4. At inlet and outlet of each hydronic heat exchanger. 5. At inlet and outlet of each hydronic heat recovery unit. 6. At inlet and outlet of each thermal storage tank. C. Thermometer Wells: Install in vertical position in piping tees where thermometers are indicated. ,a�,+'(;u"tt,•;�€''��`;is;r 1. Install wells with stem extending minimum of 2 inches (50 mm) into fluid. , i 2. Install wells with stem extending to center of pipe. Na " 3. Fill wells with oil or graphite and secure caps. {, a 3.4 PRESSURE GAGE INSTALLATION A. Install pressure gages in piping tee with pressure gage valve located on pipe at most readable position. ;!r !' B. Install in the following locations and elsewhere as indicated: ' 1 ; � 1. At suction and discharge of each pump. Or kktR :U ' �I 2. At discharge of each pressure-reducing valve. �• ,�� ., 3. At building water service entrance. 4. At chilled water and condenser water inlets and outlets of chillers. Bull 5. Add hot water, domestic hot water, steam, and condensate. } 6. All utility entrance exit lines at each building. ; C. Pressure Gage Needle Valves: Install in piping tee with snubber. Install syphon ' instead of snubber for steam pressure gages. SF• ' rye U31 3.5 TEST PLUG INSTALLATION A. Install test plugs in piping tees where indicated, located on pipe at most readable position. 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Conditions and Division 1 Specification Sections, apply to this Section and Othery,:{ Sections of Division 15. 1.2 SUMMARY � A. This Section includes the following: 3 '*'�'drr `d'`'`'S•`' 1. In-line circulator pumps. MT. B. Related Sections: The following Sections contain requirements that relate to this Section. 1. 1. Division 15, Mechanical a. Section 15011 - Plumbing General Provisions. , ; .; <f 2. Division 16, Electrical �, a. Section 16400 - Service and Distribution. ,•,ti,.. � r» 1.3 SUBMITTALS A. General: Submit the following in accordance with Conditions of Contract and Division 1 Specification Sections. -a, 1. If alternative pumps are proposed, submit manufacturer's data on other pumps, for review. '5 3 B. Certified Data: Submit certified pump curves for approval. 1.4 QUALITY ASSURANCE ` A. Pump Selection: Select pumps conservatively for scheduled conditions. Furnish ��f pumps which have high efficiencies, with peak efficiency at or near rated conditions. 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WATER POLLUTION CONTROL FACILITY EXPANSION - CITY OF JEFFERSON,MISSOURIre Br Provide pumps whose performances under operating conditions are certified b � ,:; ; manufacturer. : C. Pump Size and Type: Motor-driven pumps of tYP a and size scheduled. Select pumps ' ks , rp " that will not be overloaded throughout entire range of pump operation. Provide pump connection sizes as shown on drawings. 1.5 DELIVERY, STORAGE AND HANDLING ;n A. Product Delivery, Storage, and Handling: Provide pipe connection covers to keep foreign materials out of pumps. Handle pumps carefully to prevent end damage. . Store pumps inside and protected from the weather. When necessary to store outdoors, elevate above grade and enclosed with durable watertight wrapping. 4 w PART 2 PRODUCTS ``' ' I}� 2.1 PUMPS E'A A. General; Provide facto tested pumps, thoroughly cleaned and painted with one coat ' factory P P � � , ,.. of machine enamel nor to shipment. Type, size and capacity of each pump is �' P P YP � listed in pump schedule. Provide pumps of same manufacturer. L,r ' ' 2.2 IN-LINE CIRCULATOR PUMPS 'f f}: A. Type: In-line centrifugal pump designed for 125 psi workin g P ressure, 225 degrees F , Y (107 degrees C)continuous water temperature, and designed for quiet operation. ! X47, i 1 B. Body: All bronze. 'G C. Shaft: Steel, ground and polished, integral thrust collar. D. Bearings: Bronze sleeve bearings designed for circulating oil. r ' ` E. Seal: Mechanical,with carbon seal face rotating against ceramic seat. 1 ;� F. Motor: Open, dripproof, sleeve bearings, .E.i g , quiet operating, rubber-mounted '1 construction, with built-in thermal overload protection. a ' G. Coupling: Self-aligning, spring type flexible coupling. d < t i y . C54199-00 15161 -2 PLUMBING PUMPS Y ` RO—3/19/01 x �`�.�` :�,: ,4at'x{ t+y f"P7 ry.Sik;P�'i'"�t<�ri5rr{'i:l.''f: q tn•f�.:t, rn'r'.t t la„�i t'`'',t'i t�'t✓ �, „y�>~:Si:�r+ y +y 4. p t;T•Y.r 4 v . d .T s, i A p s t l �.1 Y2 ;t ' y, ��^�'� y ��' .�, �1F3 0 �Y FBI"?;i'i'r z•��a�4,E,{ y+; �1z }A'F��utr r,�r'i� ?`{ r 'E` 'i `' }I r�'' °�; �f '4 t > `K* S."\rfry;•'Fl ,�' Sfi,+�;s�. ;tlt3 ;'� .� tY go.1 F .ijY4M. f� r R�°' ro r r• 7' � 3�,, 1� S:.Jf� Y�}!"FUG lS+K}t Ff'��'}rt;•rJ t�t2'tr�. 2'MS{I F�j 71t:( y, � :tiY 1`��,"+,$., r�rYt si"r4` r! �{Fi q* }E?y t � !t s � 4•,a r('��rq v t t;`�a x`,'�4 t'r\�L@'qtr .t. e sk t �°.s"r . rJ U�j ` iC x ':t: .� 1. bf 't; y b�• r 4flj �tv:p �) .�+.I.W.�y'�W k,{Ct°ijY�lA.•}+N.! , '�� .� eL:4' . w ,�:�^?t 'p�,� �r��+.i�, rri' �=', � y i y rr..yj t�u•}�tk��;yij uR�^8y. 1k, }xt,� 'fr ic'l .kr i !,i yi ge q! " rc it rFt��M' v vs to s. t a r +' r »t {;tri b 3 tf !{ _ a. :s• ` '` r£ J 7T z •• i ;6� ,�� 'tlr z �� FUs�i�i 7 t7�y 'F f.#.�t s!'�i x � r£A. '` ti.4+ .t�� lwfi,�, ✓ Y��, 42e. t S, t t 1' , e .`i ( .,t,f3> t:f, a§. 'Y{r,• "^.3'.' r' �'•��y�'i�s'sif}ffi� •ie tl7y? tt> si.r xv 7 r r,i Z t � I '' r� . r.• .y.V r��c� � n � �,e?+. .a,�'`s 6 k tr`�4�. >K hSt#�fiq �'.tr s t j 7^� :t< t4� r : s '' w G:�..�.� a sf',L3`zr'tt�,'i i ?�' � °•`'�i,r,� 4:s. .{, 0. ^.�y..j;'�.yT,a' ��K}`S++yy i r. , T;�C t .t. 1 x. E ) v J:�.,i . t s. S.t ,y r t i Fi '!�"r ),�r r�J u } } t,.�;, �.t��•o-� �• zf,.' N.,`.�, t�1. d f�j�,S3=v�sr�!xu>a) i+�: :'i U t. �w+a..>..i.w.......,..,..:.s'... ? � . , .: 'r i It�, �.V t i ey�rs,�:nw.i. '"•t1r:� i ja A} 1, Ftti WATER POLLUTION CONTROL FACILITY EXPANSION ' CITY OF JEFFERSON,MISSOURI # x PART 3 -EXECUTION 3.1 INSTALLATION r` A. Install pumps, where indicated, in accordance with manufacturer's published installation instructions, with recommended clearances provided for service and J'J,J maintenance. • " t B. Check alignment and, where necessary, realign shafts of motors and pumps within y recommended tolerances by manufacturer, and in presence of manufacturer's service representative. ; <4' { '?. C. Lubricate pumps before start-up. Start-up in accordance with manufacturer's instructions. '' D. Ensure that pump units are wired properly, with rotation in correct direction, and that pump and motor grounding have been provided. t; 3.2 PUMPS A. Furnish and install pumps in accordance with Section 15161,Pumps. {r B. Provide the following controls for each hot water recirculating pump. Refer to -ff Division 16 Sections for wiring of controls; not work of this section, C. Immersion aquastat to start pump at 100 degrees F and stop pump at 110 degrees F. '" f . D. Separate On-Auto-Off switch. IN 5. f E. Relays required for above three. , END OF SECTION 15161 {E : Ml C5-4199-00 15161 - 3 PLUMBING PUMPS RO—3/19/01r a�l �` r';, J'ilt'#``'yu. `+.tl' }! v�gRk�'T.•F 2tSvY'.,,�y�S•�i�i (-c.Yi t'fi�f t s` Re' .sYb'�'�'dt� ,.,rr.�„ N�� e r •_ o � `�`�din'�(�' { + �s-^��•'<#�� „`t�'�k�' t'��t ��',• x�i�jt'�it*�rw�. wr 4f fir' y '� '� .� .s';''.a,f � } 'i�'1��"�3�kls,n,,, _,#x�Yt�i��,x?tr�.,�jP'�ri§`. ;G;�. q',s5'##}"��f,.T. tits+,;,'. t K3�t.r.�s�•Y�»�Y� 27iy�y..r '�.. n nY , *,'�r �5 t. i x + 't ,'.,,t ' 'wY°, { �^#t`f�*aJ�,• t' r 't.• tr' .+�:+, t ,y S. �. r' s'i' 1�.,) `F,, ,�i'•i`,i. 4 a t "�\, k n' '�,,,��^. 's"��tz� "'k! }. ?,rr`+k}j. _rt,t,.F „tF" � t{� r�(` srS +�:. rS�ka ,•r. f �a, oj. �`,v,;} .� r, .. ��.t4r,",j.�;K �r �:" ;�:�Ac,Sn�'-4 ,.(+' b��+,,g t rw'.:#` y., 1 �" r• ..i !�-,' + '"'''r h t ,3 sr, t j s . ' �.. v.':•�''' t:,�uyun �;'!t# v a� J 1:�i% ' `��or � <"" Sr2�.T•!?A(�.l C y'3r j it j'$. .1.1 P" , ..�i1 1, �" 3} _s� ±,}}}�'...! ` +t`�Y'}',; t`, 'ur ..,•at4u1 rh' •� shdfyy',tF�"il Qq '1 w,t .ki 4t {3 i4`�i.l` Y4f}•�tx j,!., �' n i�Y i� :t {.., :•......a... .e.�«... ....,.«_.....__ .. ....,-,>•. ns..anm:.,..w• ,........,....... ... ..... .. .....,.,:�a_..:..»,:......i,,.,.».,..,.......e:,.,:...... ».F., .. .- . . ., .t._.>.......'.w.,.,.::..}..a,....Wit?�r'a d" ,,i✓_+'{`�M1ic��t�:t� f.i:�. WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON MISSOURI SECTION 15180 -VARIABLE FREQUENCY DRIVE r +• '' PART 1 - GENERAL 1.1 RELATED DOCUMENTS .,� G�'�} fL R ri'��f • A. Drawings and general provisions of the Contract, including General, Supplementary ' and Special Conditions, and Division 1 Specification Sections,apply to this Section. `J #7rX 1.2 SUMMARY A. This section includes Variable Frequency Drive (VFD)for HVAC application. r B. General: VFD shall convert incoming 3 phase, 60 Hz power to an adjustable voltage nY � motor speed. Speed range shall be from 10% to 110%. and frequency far controlling m s The variable frequency drive shall use full digital pulse width modulation using insulated gate bipolar transistors (IGBT) for speed control and shall include the following: 1. Minimum efficiency at full load at 95 percent. 3 '' 2, Power factor of 1.0 to .95 lagging over entire operating range. ,t 3. The harmonic distortion reflected onto the installation distribution system to a �, � k h Mr voltage and current distortion level as defined by IEEE 519 for general system ;+ applications. Harmonic attenuation shall be provided by the addition of driveline �r x�7 reactance. Harmonic calculations shall be provided. The harmonic calculations + t• ` r , shall be done based on the kVA capacity, X/R and impedance of the transformer ,� iw, 'a supplying the VFD's as shown on the drawings, and shall be calculated at the ` {?= t point of common coupling,the utility feeder to the facility. 4. Power outage ride through capability of.2 seconds with no disruption of output. ' Er in- terval 4 t�' ' 5. Adjustable auto restart with selection of number of restart attempts and time r G«r. •�` u between restarts. 6. Ability to start (or restart) into a rotating motor without component failure or :, a t-31111 faulting of the drive. 7. Drive shall employ "speed-seeking" method. 8. Integral fused switch on line side of drive for circuit disconnecting means. �' 9. Drive isolation transformer mounted in a NEMA 1 enclosure. {, r ,12r C. Related Sections: The following sections contain requirements that relate to this r Section:`` '> �� 1. Division 15 Section Motors for electric motor requirements. 2. Division 15 Sections for equipment utilizing Variable Frequency Drives, h �, { ., �. 3. Division 16 Section"Basic Electrical Requirements" :' 11 11 } L.4 11 '! 4. Division 15 Section Control Systems Equipment, and Sequence of Operation 'i for signal type, and control function parameters. C5-4199-00 15180- 1 VARIABLE FREQUENCY DRIVE RO-3/19/01 nz I w�x , . t F` t. 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S �. k�'t' t��k -�-x. •t�',t ty��'t4 r , k x tt �c.: ,i� a i� r 6 4� I ..� .� �s+; :4� i'�v�.•�'-��,},.iY t'y..,�.'t�k iat_r't.�.' *fi�:.M>,.;,5 Y t;,` + a ' ..,,v{. J,:'s:j'�.r, ' ��.•, k,.ca x`.a r t'��x�t�,��1 t ui'. .� r. :,.4`'�t. ;.si . xi �� tt 5j`J +V r, a' t 'L•-.1 r ; 4 t` , ,S `F'. a t <r ,� t3 ! .Y i j. + ) 'ti�t:iZ ..,. v4 $ .;zi ys tq , p �i � �`ti "�'t, r>! ... .,•7 4 , c .� f � t y� �. t'. tw��wk;+..a.' ;•.+ y .:...,r.,. ...� .. ......L.r....r..�...v..«.::+. rwew.rw..::.c... .a". ,... ..»:..t:..i.i.,,.•,L.�Si..'.�t.w ...,.....,:.,. ._::.:jt', WATER POLLUTION CONTROL FACILITY EXPANSION � F " CITY OF JEFFERSON,MISSOURI ' fitly�'r�•t :�'?jk��1�� fi��r r� 1.3 QUALITY ASSURANCE ' A. Manufacturer's Qualifications: Firms regularly engaged in manufacturer of Variable , :J , Frequency Drive devices of types and sizes required, P have been whose products h b in satisfactory use in similar service for not less than 5 years. s;t � D' y r n� •�:.x B. Codes and Standards: Comply with NEC for electrical device requirements. xs:.j 1.4 SUBMITTALS A. Product Data: Submit manufacturer's technical product data and installation instructions for each material and device required. B. Maintenance Data: Include product data and schedules in maintenance manuals; in {t : accordance with requirements of Division 1. `" `CIL C. Calculations: Include data and calculations to determine harmonic content and 's ` subsequent filtering. " T .' D. Testing Program: Include testing content, measurement standard reference, instrument certification, and schedule. PART 2 -PRODUCTS 2.1 MANUFACTURERS Al fl rj { � A. Subject to compliance with requirements, manufacturers offering P roducts that may be incorporated into the Work include, but are not limited to: Allen-Bradley, Asea Brown. Boveri, General Electric Co., and Cutler-Hammer. `i 2.2 MATERIALS t A. Solid-state circuit protection incorporating voltage rate-of-change and current rate-of- ` change protection for SCR's. B. Instantaneous electric trip protection for the following occurrences: 1. 110%of drive maximum sine wave current rating is exceeded. 2. Output phase-to-phase short circuit condition and output phase-to-ground short circuit condition. ?4' y 3. High and low input voltage and loss of phase input current. C. LCD display, two-line, 40-character minimum. Display shall indicate operating t parameters with English descriptors, C5-4199-00 15180 - 2 VARIABLE FREQUENCY DRIVE tt RO—3/19/01 r} y a!r �,3..�� ' '(.��+�,,,5- ^rte�' vi• m .q ,. �11M�MANYN►f�W�°�"""'�^i'P]tttij�,sry'rJ c f7'+ y�.t`„.,*' t ,cr. 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J. n s� 4, Sl'fi>f' ts.2k.r't.'"Nk'" ..f r x •�{fk l�' ii•t s^ �,+�u'vr'9a ;l +.. .Kr`�tt}N' .'r...-.E, ••i:,�p.r�{ �.r � � a c rt; .t t ,7 c' t 2) .f t k „�+ ..c>z'�qq�r;,(( >ett�'tY{�� iris t,rz+ yt. }. .r' - r±'• i. ,t`. t e ii' � i..i `� :�>.;,.�?;i`y1,��`'4,?•�! :k E �t��. �� :!`�• u: t t f ,f: S yd. �tJ�£' h i �� . 3,> c:Y.i Jn l�'a t. t .{,t i, V ,r �x t •:i-ruS;.YF; " Vx y"}7 � 6. i..ril .,r..z s„E3. y, (.��`�G�+ .i{ y x riy..�yv ..'1 H r 2 ,`, � 'c y c„ 'r+�ytj�ty,11I?�..��yrT,`;+j-tfC �$`��,'`6.k�'`•..�°a.,'Fi='�e •` 7i'Fl•^a''�itVs.�LC�wi.uty....�,:,_ ...•:wv,....�,.. , _t .:,,s.?. »,.r,:.u..r.wi,n'v,eM<.Aa4!i+aka,•;'f+aM-'r';gar+ir;l+w.,.�...,.».,u._...........,...........,.,.c.:r.+n,w•M,}um4.PoM�14Nl kt%tM3t K9?MYik.+'kl^K•.+r.•+..,«...�.x:.,.».a...,y1w.n::+Ka:wiiuik+riwi�.LLiwaliGLe:SUn�.�1 S��t : bLS�i�(}{;,. .� .. ... .,.. ... .rj 4 5 � WATER POLLUTION CONTROL FACILITY EXPANSION 'r4_ '"' CITY OF JEFFERSON,MISSOURI e,lkrz;r';i r; D. Keypad adjustment controls for the following shall be provided: lY i � tr 1. Maximum 15 to 66 Hz and minimum (3 to 60 Hz) frequency. 2. Acceleration and deceleration time (.1 to 360 seconds). 3. Voltage/Hz ratio and voltage offset boost. tr4 4. Current limit(50%to 110%). � --� 5. Three critical frequency avoidance bands. •.+ 6. Switching frequency adjustment(2 to 8 kHz, set to 3 kHz). ',t•; " E. The following controls shall be mounted on the door drive: 1. Start-stop switch 2. Hand-Off-Auto selector switch 3. Manual speed control' 4 y, 10 Ar�•�5' '`"id' F. In general, the control signal for the drive will be a 4-20 mA signal from a Digital System Controller in the building's temperature control system. Coordinate signal ' " ?i=..:r° requirements with HVAC control system and BAS. x, 2.3 MOTOR DRIVE ISOLATION TRANSFORMERS '' '-t ,_. A. Each Variable Frequency Drive (VFD) motor controller shall have a motor drive isolation transformer (DIT) which shall be located directly adjacent to each drive unit. ? ' E r The transformers shall be ventilated, dry type. t ' B. Motor drive isolation transformers shall be designed for use with 3-phase, AC variable ? =`•�:3d -r.. ; 600 volts and below to provide isolation between the incoming lines � frequency drive, p b and drive circuitry. These drives minimize the line disturbances caused by SCR firing within the drive unit. Thermo guards shall be included in all motor drive isolation g K4 Vj ix transformers to provide additional protection for the transformer from increased 40'' heating due to the non-sinusoidal characteristics of drive current. The transformer shall provide reduced short-circuit currents and voltage line transients. The M ' `�;:' '.N transformer shall be specifically sized to the drive kVA requirements dictated by the horsepower of the motor, and as such will be mechanically braced to withstand theU�r. ; i stress of current reversals and short-circuit currents associated with the specific drive :n`'' ' Y kVA rating. 54 :' ; .;•..; �;Y: C. The NEMA 1 enclosure shall be made of heavy-gauge steel. All transformers shall be equipped with a wiring compartment suitable for conduit entry and large enough to �•` `. allow convenient wiring. The maximum temperature of the enclosure shall not exceed r � r 90°C. The core of the transformer shall be grounded to the enclosure. All C54199-00 15180- 3 VARIABLE FREQUENCY DRIVE r RO-3/19/01 k T il ,rt, t �. .. .,,r!'.w.i"S'"-'`."r.�'�?'1:'fi.i''�?p�•'',S`A7=i°°'re-rti,'.. i..'j;:.t�r .e•-1�+^'•...7,r M.r,. •iyy�-l±iif t�'€tt., .+r �y ,r „f. ^,t. -�,.-ti,C,t' ,5.'i' .',s�A,.,2.. 2 .fv:J.. ry`•j:. t ( .,�> r. 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Location of variable frequency drive shall be selected to allow for adequate clearances for service, maintenance, and replacement. Distance from load server shall be as short as practical and under no circumstances to exceed manufacturer's recommendations. Install and connect to provide a fully functional system. B. The drive isolation transformer shall be located adjacent to the drive. Secondary a,. conductors shall not exceed 10'-0" without overcunrent protection. ,.. C. Electrical noise shall not exceed IEEE Std. 519-1992, with "Point of Common ', .. Coupling" defined as the line side of the isolation transformer and assuming the valves for General Systems in Chapter 10, "Recommended Practices for Individual •r Consumers." gz D. Testing in the field shall demonstrate specification compliance. Schedule testing 14 days in advance with Owner. . j` E. All wiring, conduit and electrical accessories on the load side of the Division 16 a provided disconnect switch to the variable frequency drive, isolation transformer, and ' motor shall be furnished and installed by this contractor. Comply with the applicable a' portions of the Division 16 specifications. , f ' END OF SECTION 15180 Jit �t 3.; r. ;c �5 J �ne iJ y C5-4199-00 15180-4 VARIABLE FREQUENCY DRIVE RO-3/19/01 ?{s Y " ri 1 t'! P` �i` t� ,•kt�2 d �> n j�d°f '�,itu�$y 'i��,�d��"t,`,`z9'�?}�r{t f°t7�,�;°�4 AI 516 q 1 �' ' 'r V �"��•, � "'S '��§rt''d`�ty�t x�j;��"f''?'.t�x}Y�ri7�.t�,.e p, µ ,�jk�}1. .f% tp p#�tr y,,��t}'tt } 1 8 jrc,. .!r ',� ��5 r� �' �*��t��4s'S.},.`�ik', :�GL� tyt�t Ag��p��taV•� „vt.t Y�r,..,�.yc'�/�n s';�Ur,��r=SQ•l};r��'�t(4 fi5 t,�v�fR iY.'("Fi?�h �� N��a8 i M if* �it�' >3."3}•J�:�S f� ��t'�F�l /it 7f'.�. �JC �{' '�CI C'�Si S?4h�}� ��if. L�..,i`�°.!J 5�`n'f4. :.l' �' rl l�,tf l; l�l�� a. 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" .# .} 7iy�`t,' 5}.' t z '�,�fir[ ,�r"D X , F,gl.r� =•-,.+A,..,r:�� k ,, 3 nS y��ftc�Y��t�ti}ir h,y"�w.iro*i.i?r INS j t a r R 11i,t= ' f {a ,{ 3 w �..S +r' ,4 .uGy.�r 3.2,� �:A' at .1£ � �.{t { �-'',�I �frt t �r•.}. r S ,$C c p tt. �,'�.t ,y,,{�',�}�'�"f•ti ye - 4!',. 5 ,�'�y ,yi{ �t•,.L Vl- /t�s'~ixQ��t�.�}�C T vr.-,.,, �� r....,..+•..,........_.,..._.,...._ d:.,...,t,waeusrsr+e�f�aaa+,'*w..wu•...a.......»....,.,...<..... . ......_.,,.....an:Madrdl Mute xrtirkrwA/fnet+aatL.w.:.•r..w..a.� .:, ,_........i::,�`lr`.'.tc.il.iH�t(:i,x�.:.l:nam.'.a.�at'"t..'x'�:inl.n '�„ -3 . yip WATER POLLUTION CONTROL FACILITY EXPANSION ` ` CITY OF JEFFERSON,MISSOURI SECTION 15183 REFRIGERANT PIPING "3•fir�f txi PART 1 - GENERAL •. ��i.Y .lrjtr, `ti4t�=G��Nk•l'=+rw:j; •S. `'';t -`•cki a':: 1.1 RELATED DOCUMENTS Y A. Drawings and general provisions of the Contract, including General and r, '14 Supplementary Conditions and Division 1 Specification Sections, apply to this t .x Section. 1.2 SUMMARY A. This Section includes refrigerant piping used for air-conditioning applications. '�,.: '`;'�S 1ir�'",�':a +',y•"y=..'rtJJ�%�j ifs B. Related Sections include the following: 1. Division 7 Section Roof Accessories for roof curbs, piping supports, and roof . s•t, 'Rif;: :. penetration boots. r`ir '. 2. Division 7 Section Through-Penetration Firestop Systems for materials and methods for sealing pipe penetrations through fire and smoke barriers. 3. Division 7 Section "Joint Sealants" for materials and methods for sealing pipe E g P P p SV;�4 penetrations through exterior walls. £ a 4. Division 15 Section "Hangers and Supports" for pipe supports and installation 4 t fi s requirements. ` :,:;= `jiq �ryyaS tip J 5. Division 15 Section "Mechanical Identification" for labeling and identifying 0�' '.;;:• refrigerant piping. gages. a+ 6: Division 15 Section "Meters and Gages" P ressure for thermometers and 7. Division 15 Section "HVAC Instrumentation and Controls" for thermostats, t , controllers, automatic-control valves, and sensors. :,. G..: 1.3 SUBMITTAL' S FTC A. Product Data: For each type of valve and refrigerant piping specialty indicated. " Include pressure drop, based on manufacturer's test data, for thermostatic expansion +;- valves solenoid valves and pressure-regulating valves. } B. Shop Drawings: Show layout of refrigerant piping and specialties, including pipe, ' tube, and fitting sizes, flow capacities, valve arrangements and locations, slopes of h¢ horizontal runs, oil traps, double risers, wall and floor penetrations, and equipment ,• ., 4i;> connection details. Show interface and spatial relationship between piping and a .equipment x�. :. R.,Q rgqS .t 1. Refrigerant piping indicated is schematic only. 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'.2.`�Si➢%s;�.y:'j,,i'+a';L;�}.j. .�F r, t ,k: �i1'=r,lfi rz 5' nsx`,ip^,;.,,•, ,q.., a ,s 7 r l ,r ,.,i1 .,oat;+' ..s.}k°,.�,.w;ety• 4w 4. :•{:j7;,x •zp:z;. ;,jiF �rry ,r,d �t�, :`� + ri 1,. 7''�} r t�'i y,t x 'u£.;F;.;yJi,sr>' + .?'�., �i ge�,Y�'. �. ts•: �,` s; o-,;e, 7 a}�y� Ys 3 t � r :f t } � !�t' Y� .� i o � fit- r•_< �. f _ t; k t., �l 4'}4!�f;.< u, �{,. �ia ,if:i Y.',k'z9eci .k:^it $. .�'• af7 y+st;: r .� r .t, .'1/ .I} rt F...t >}1 f. 'i^ti ' ,�! .. .y, r]J,:.1,+:.rwi.a�iu.i++..d,.:,,a..:.,,e.Y�awyenat.tr w.,.........„....... ._ ,..,...:.».•.w.rw'kw a�,r r+,..�xi-w.x,...:..<. �• ..w.,w �;:i� ...� . ,': '' 'T'{�y,/hi�1.�7.�r�,t�' WATER POLLUTION CONTROL FACI LITY EXPANSION ,' ;::x. CITY OF JEFFERSON,MISSOURI r�,r r • sizes, to ensure proper operation and compliance with warranties of connected equipment. C. Field Test Reports: Indicate and interpret test results for compliance with performance requirements. D. Maintenance Data: For refrigerant valves and piping specialties to include in _= <; maintenance manuals specified in Division 1. lr 1.4 QUALITY ASSURANCE ' A. ASHRAE Standard: Comply with ASHRAE 15, "Safety Code for Mechanical ,; Refrigeration.” �w t B. ASME Standard: Co Piping." mply with ASME 1.5 ►' B3 , Refrigeration a :. :��, ;_'�;.• C. UL Standard: Provide products plying 7, "Refrigerant-Containing p cts com with UI 20 „�-• ��`'` Components and Accessories, Non 1 � a ectrical"; or UL 429, "Electrically Operated Valves." y ' '. E` 1.5 COORDINATION : ` ' A. Coordinate layout and installation of refrigerant piping and suspension system �=4 gar"° `r;",,tip,.t•;'.,}a�'.z :;: l components with other construction, including light fixtures, HVAC equipment, fire- ' suppression-system components, and partition assemblies. f ►�` B. Coordinate pipe sleeve installations f or f o unda tion w all penetrations. trations. 3 �r-x, :q C. Coordinate installation of roof curbs, equipment supports, and roof penetrations, n5t 'sl �`; ' -i These items are specified in Division 7 Section " Accessories." r �F ;'�' y ` i P o Roof p D. Coordinate pipe sleeve ins tallations for p enetrations in exterior or walls and floor ,.?��;•,�,t�'��,r:�.;.;t;`, r' y,: �,�,4� :�1'�qt .• assemblies. Coordinate with requirements for firestopping specified in Division 7 ►► Section "Through-Penetration Firestop Systems for materials and methods for sealing ' pipe penetrations through fire and smoke barriers. ► a;t.r�r, f , E. Coordinate pipe fitting pressure classes with products specified in related Sections. ,rr,:: 1.6 EXTRA MATERIALS A. Furnish extra materials described below that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. 1. Refrigeration Oil Test Kits: Two each, containing everything required to conduct t �' one tests t 2. Refrigerant: Two containers each,with 20 lb(9 kg) of refrigerant. C5-4199-00 15183 -2 REFRIGERANT PIPING RO-3/19/01 }} ' j,� +,t:a• �', f G tlr�\�{Wha,4 ��.I.v�l N)il ,?i.��2 , 1 ak .)�i tt .'A`.nr 4 all r. �,,.. .1 �f•'g '• „c�• j,� .'n ' �vt. {-.ta:eJr;r 3 F r t. i t fl ier�fs f.✓ y'h t'#'h'j r"�.f.�ei3;,o,.f.�y^�• �� ,. it � �• `U��". ,rti �(t"'.t+t�;�F`y '�i4f�.,,,�s�t? $ JJC} S d St � h.i X(. .)k Wt `7 5i I 11 1 } 4bi( k t.irS�Y P� ". i� f.i ri�r s r l£s .}b 7 •r' ' �t,,' t } r 1 5 r. p+,:f `4 i Fti Y >,zy � ,: kA� N� x».s }t�^'"'ya: .F'is' '�'•�'"�� 'sad, t'.:fS' in �'jty t #" 1(! 1{ �.i.?•.i. r. �+ 2 �. tti y v1Y',i�%t ,�`��PtH•'^�Yfti Y.,")�•'3yt i1 y 1:' ,s'�,, T s =xt.rr'y! ssT'.t ;�. '7t.s`,rtM: },�..,Y,a* 'tS 4�` Y- ? 4 v�y�.yt ,.;y';,,. is •� 4 7%, z•r �� i ) ,�t��. x'•� , „E.,' Y rF'!x',��rc�• .0 � �'tt•,., , r .y at Er t.y t 1: :4 r t k.f r Y i xn¢ i;i ga`., •v,'Y,2f'`'fi :'.�qq_ tryv��ir 1',a� .:j' ,�;�,.�,,F 5��.'r:'"1„�.'t. l� .�.5 1.S 3 (d ..'S 4 t•,f d.`5,-s�4)� ,i ;,a; �� • r?�y�•'�r{{}},{}s ;'t.yt „?,�";l�'fak:{`fj,• tar i '�.its} 'J •s': a� c�,ttrt �!it�.,,",�Y�e},y,..:.1.. fe{f�'i1 P,it �(d: ?s';k••pxr,.Yts. {�+� -"r'�,•4M+" ^� s Y{s�;�' iYtt �•,r;°/.t {{t M1ti t .s r- s �:s'i{� q f .,j'.,t'r t ;�:r <xr � �1 E rf'Jf^'� ` >tit r t�`�� r 0 f �:...... ..;tr:,...', : ....._•. y ,..u� + ...,.�..rM«,w�ntnnu�.�•.aTwn.�.r...:t.�.. !.-. ,_ r 7 .:� � :,- �t,��za�.kw..,µ..,....,_:......., WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI ' {>tyyb�Lif SrK� .h 3. Filter-Dryer Cartridges: Three of each type. '`? PART 2 PRODUCTSYa,�;,' . . 21 MANUFACTURERS .( TUBERS A. Manufacturers: Sub r.1 ject to compliance with requirements, manufacturers offering products that may be incorporataed into the Work include, but are not limited to the following: 1. Refrigerants: a• Allied Signal, Inc./Fluorine ne Products; Genetron Refrigerants. b. Y+�' �•Y,<r rr''` DuPont Company; Fluorochemicals Div. C. Elf Atoc hem North h America, Inc., Flu oroc arbon Div. - `' d. Americas Inc./ICI KLE ICI Am A; Fluorochemicals Bus. t �rtp�..L r.�•,,. 2. Refrigerant Valves and Specialties: } : a. Climate & Industrial Controls Group; Parker-Hannifin Corp.; Refrigeration >: &Air Conditioning Division. b. Danfoss Electronics, Inc. C. Emerson Electric Company; Alco Controls Div. ' { + s'{ d. Henry Valve Company. e. Sporlan Valve Company. ;a y. 2.2 COPPER TUBE AND FITTINGS t A. Drawn-Temper Copper Tube: ASTM B 280, Type ACR• ASTM'B 88 Type L .,, (ASTM B 88M, Type B). 7 B. Annealed-Temper Copper Tube ASTM B 88 Type L ASTM B 88M Type B ASTM B 88, Type K(ASTM B 88M Type A L (ASTM k ry°Y C. Wrought-Copper Fittings: ASME B 16.22. D. Wrought-Copper Unions: ASME B 16.22. ".�: rJ rttt` r1 2.3 STEEL PIPE AND FITTINGS t• A. Steel Pipe: ASTM A 53, Schedule 40, seamless black steel. B. Wrought-Steel Fittings: ASTM A 234/A 234M, for welded joints. ` k C. Steel Flanges and Flanged Fittings: ASME B 16.5, steel, including bolts, nuts, and i gaskets,butt-welded end connection, and raised face. 4, C54199-00 15183 -3 REFRIGERANT PIPING + RO—3/19/01 t. q„ U'�' , j' .is �' zy }s t.344 CT`f +u7S dt �'}t`�'e.,r 'Y fF< 't'? ktttk"r; }st}r '�.;f t + ;Jt+'{ r i.F1 .:f5 n -t• .{�Y 'i ^r �;•' �. `��.�. .y', •3 tn�.3�i,'.*st.�;.� -{&: K 'r'rtr, .;t r�'�ar. '�v �r+ 'rP •1+� `r1 P r�t�y�y��. yy�5�5r 'k. sr v(;t 'ik•,.'';11 Y'..1,^f�.� ° at-+t. 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Y'(!{-s �':r"1�,•s,i'Syy'}i y{x �,t;i y a:?•'f,>.d•'1.y�'l.r..U„,('F�' �r`a'r .e�d 'Ap o, ,R y � "-S�f•�e:� ,y xi }$ f ? l f, 1 4k .. ` r �s r yti.e f rt '"' •7;xsv;;v"tt �'' h.je. ti�)@l�•xs{:} 11•.4:. .}{'b fit.,fii.�1.v ..,,1} } 1 .� :., • h F'�fi� fy+T(J.�\ %}t t.� ''t'i'e y?tiVi!r}>w.wrM..,..„:?.«.,.._..... ...-..a.M...w.,ra.w,..,ca+��+ni4,............_�...,>...... . . .. .,_. -.. .r.r'+.tr^:+>t.wr:° ,>ln+aY^,l,twmeNw,w......,..... ._.. ..«.,+.>...-.w.,.�+w,.snw,...,..•,:..wnwW45iRA.ktlt3MkS�!eYr�lFalis�&7N;. r -�F2 tr �w"�S}r.. f WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI 'u ,7 1, r S t Yf 2.4 VALVES t.;� j �;�}Si.�{Fit{•i; ' -_ A. Diaphragm Packless Valves: 500-psig (3450-kPa) working pressure and 275 deg F ;: f}f�� (135 deg C) working temperature; globe design with straight-through or angle pattern; forged-brass or bronze body and bonnet, phosphor bronze and stainless-steel diaphragms, rising stem and handwheel, stainless-steel spring, nylon seat disc, and .�;:•-' with solder-end connections. `'' B. Packed-Angle Valves: 500-psig (3450-kPa) working pressure and 275 deg F (135 deg C) working temperature; forged-brass or bronze body, forged-brass seal caps with copper gasket, back seating, rising stem and seat, molded stem packing, and with ti is solder-end connections. 1111 t1011S. ;};�u� ,°.r•. C. Check Valves Smaller Than NPS 1 N 25 400- si 2760-kPa operating ressure ;;- and 285 deg F (141 deg C e '' op rating temperature; cast-brass body, with removable Q� .r,;,'`. ' +4<, a, P iston, polytetrafluoroethylene seat, and stainless-steel spring; g lobe design. Valve shall be straight-through pattern with wi solder-end s r-end connections. D. Check Valves NPS 1 (DN 25) Larger: � { } -p g (2760-kPa) operating pressure ! '�<,�� "��' and 400 si �• �� i Vol”`r and 285 deg F (1 1 deg ) p temperature; cast-bronze body, with cast-bronze • 4 d C operating tem r ��s. ��: ' g P Y� ` or forged-brass bolted bonnet; floating piston with mechanically retained polytetrafluoroethylene seat disc. Valve shall all be or an le pattern with solder-end connections. Y, I E. Service Valves: 500- si g (3450-kPa) P ressure ratin g; forged-brass body with copper EMM • , -` stubs, brass caps, removable valve core, integral ball check valve, and with solder-end ±4+ ,hg ' •; connections. F. Solenoid Valves: Comply with ARI 760. 250 de F 121 d tore rating `' ` e C tem era 3 ' �� •�' r� ; ' and 400-psig (2760-kPa) working pressure; forged brass, with polytetrafluoroethylene � at.: ." valve seat 2-way, straight-through pattern, and solder-end connections; manual < . operator; fitted with suitable NEMA 250 enclosure of type required by location, with 1/2-inch(16-GRC) conduit adapter er and 24 -V normally closed holding coil. ` G. Pressure-Regulating Valves: Comply with ARI 770; pilot operated, forged brass or '' f” ` cast bronze, stainless-steel bottom spring, pressure-gage tappings, 24-V do standard . f' coil, and wrought-copper fittings for solder-end connections; suitable for refrigerant specified. ' H. Pressure Relief Valves: Straight-through or angle pattern, brass body and disc, neoprene seat, and factory sealed and ASME labeled for standard pressure setting. I. Thermostatic Expansion Valves: Comply with ARI 750; brass body with stainless- :k ,� steel parts; thermostatic-adjustable, modulating type; size and operating characteristics ; ' as recommended by manufacturer of evaporator, and factory set for superheat rf: ` ' C54199-00 15183 -4 REFRIGERANT PIPING `a`v RO—3/19/01 jt F i !.•; y es y.±(.,_r��'r'Y" 'T a:l4r� Yr't.>.,l i1'}2..!�.:�. s, t�-yam ••1 '.S C � y �f:5 t't.i.,v •e1 1' . .�}�,�k�' �CS'';t.��i'�'..,,t��+�;��•i .'� .y. 5''+ t �}9�t. ..i:�.„( �:r i •;!•r ,r�,�.};'. ,..c.,. a. ,lt.t t+. 1 t .�:. a .�t+,.• � q't r i:'.. rt 5e�'Ss-;b�.,a•+�,�'t�.^, t 1 �.'� f ':i F,� �,d;Y "'2 r}T.f f s.,�ii-, ..:¢ r.>•+.:r:Y+; .,t.i*„t.t...•;fF LYu i7?,t, .t ' .,:{.t 'i�:a .i� .` ' 5 •�� •�.9°v�tl��f'i- �. '.r. a• �, �. � } rS ^ w ?' s•F t � i ' } ?rFx`Y�C.31 N�fJ,{[�d dcw:t ,ii�ai.t r�J'( �}F'�' f y.j �i f� tr a:r •+ .,,,1, t t£ _ r t, .,rt. 4.} .}.. e• ,t,i �b z[�7rt•t 'C•i' bas. r•, fl +hvr �.<?!�k1�jy}}KV,`. }l Y?dtryti"ftY�. ti F�v9 s7 ftq 'Fa J S ,t. 't y;. ,,4..f i4..! fiti'}.r fl' tr"Fd.�,.; y4 ftxZ gr4t` i?fi:w t'7n'. .5,, 7 r'7:} ?. y i;i s 'tt a �, r s Y .7,iS'gYf'pi' „,psr' '• n 41`rf F.>x •k�rr Y• .x�:f e'r, a p sJ. .y r{. k , a t '{ F !` .. ,1 ?�}.�h'.1 Y'tx�( r��4t"f•�J t .��,'}Mfg',`; .,, #,4 f,+v,., t� _, k 1g Zlt.. �r({5 .F,.1 1.�• A t� � � i Solt?�j ,,,� '`#'y' •a"'o�� }��', .�i}"�n:f�:7i s�,.. t i t: 3 x 2 7 � �` i. ad.�' tM�dF ti.�t'�t'�', ` 3f 1�5;, ""tt �� .�'� r'r� k: "`. f t:$Y� �`#(..,t• �s.�,a:1r}S slt 3xi.brj ti jti }.`} ry �{ § }itlf�si�)?f,�%tt aFji.•I7•. r k��•( �r�.q-t � %" z 14 v. ! E f``a ,1'f s,✓'t s s,2dw ry j rfi "�a l 7h s fi t tt l' ut1 S I.. T rw r'.•}`4t '' i (d f#?}F:�t,'z2r `t. ). rf, .w..�...,.,._. a...,_.,. ._.......,.., ._..._..... w..r .. -v .,,,•,Q... .............e.., .... .. .......tH,s...,..re•r x.ism*Frreu,?i't«n+w+M.r.r:..—..�. .,....w.,*Urtbhw+w.bn�3w.xv'J'w:t��`r5:t�?� '�Ptr �.7J �"C'��},Y�'C WATER POLLUTION CONTROL FACILITY EXPANSION JEFFERSON,MISSOURI '"' CITY OF �� ;4t i t'.a i 1`A ..• requirements; solder-end connections; with sensing bulb, distributor having side connection for hot-gas bypass line, and external equalizer line, J. Hot-Gas Bypass-Valve: Pulsating-dampening design, stainless-steel bellows andk 4N� Vii} TL, polytetrafluoroethylene valve seat; adjustable; sized for capacity equal to last step of compressor unloading; with solder-end connections. :. .: 2.5 REFRIGERANT PIPING SPECIALITIES A. Straight- or Angle-Type Strainers: 500-psig (3450-kPa) working pressure; forged- ` brass or steel body with stainless-steel wire or brass-reinforced Monel screen of 80 to c 100 mesh in liquid lines up to 1-1/8 inches (30 mm), 60 mesh in larger liquid lines, •',� and 40 mesh in suction lines; with screwed cleanout plug and solder-end connections. �f ;.`,I .1 Moisture/Liquid Indicators: -p g (3450-kPa maximum working pressure 0 500 si and 200 ' t deg F (93 de C) operating temperature; all-brass body with replaceable, polished, optical viewing window with color-coded moisture indicator; with solder-end r :1 connections. 7<:��1 � f�}"1'�e£•��ktl pJ�t Y��S"i�.t'i C. Replaceable-Core Filter-Dryers: 500- i g (3450-kPa) maximum working pressure; ' heavy g hea gage e P rotected with corrosion-resistant-painted steel shell, flanged ring and spring, ductile-iron cover plate with steel cap screws; wrought-copper fittings ings for solder-end connect ions; with replaceable-core kit, including gaskets and the following: 1. Filter Cartridge: Pleated media with integral end rings, stainless-steel support, 3 r ARI 730 rated for capacity. ' }: M ,. 2. Filter-Dryer Cartridge: Pleated media with solid-core sieve with activated y alumina,ARI 730 rated for capacity. ky '' ' 3. Wax Removal Cartridge: Molded, bonded core of activated charcoal and ` desiccant with integral gaskets. ` D. Permanent Filter-Dryer: 350-psig (2410-kPa) maximum operating pressure and 225 deg F (107 deg C) maximum operating temperature; steel shell an ht-cop d wrought-copper per :;��651 i fittings for solder-end connections; molded-felt core surrounded b desiccant. A Y •}, e E. Mufflers: 500-psig (3450-kPa) operating pressure, welded-steel construction with ,s "f fusible plug; sized for refrigeration capacity. « t , y'� r 11 2.6 RECEIVERS A. Receivers, 6-Inch (150-mm) Diameter and Smaller: ARI 495, UL listed, steel, brazed, • <¢ 4 400- si 2760-kPa p g ( ) pressure rating, with tappings for inlet, outlet, and pressure relief valve. B. Receivers Larger Than 6-Inch (150-mm) Diameter: ARI 495, welded steel, tested and stamped according to ASME Boiler and Pressure Vessel Code: Section VIII; 400-psig C5-4199-00 15183 - 5 REFRIGERANT PIPING RO—3/19/014 ��Fr: _ w,:. .i. ar•YYtts fc-i.^»a�.2'^r'�;��'A�R1r�S�°4r�A` �r?'.,.....t'- ..` tt+f. 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Sl, f it r L S� �'4.c�4.Y 1}h'.N,4 rtr't�,.f�.4 ryr '{'��,.{' �'. 7. ,.}.ar.r ? ,3ft$ .w' rh4t t,+ •F"Yh !,t't.S{ p f t ,f c t i }s FI .s 4,:4 t. - .., M:,n,�- `. ..*,f}c '�: , f U.- t •i,'.,8,,;.: r.• C S't p�a1 fi:S'3� � ,,;, vA.'i m�,'rs�`� Qr�l.�:irt4 ��'qA, 1.4•t Y,? 3i- i 4.` 1 E i't � TS h� � 77�:�'2�1!7y�4' 7� .•' � t .11 4 t }r .:ii. i..r .,.•v„.t'!i;r h' ,t '+i „r - .u.,,,.ew..«.......... . .........�Ja..,.,.::rtniSr.➢ri..7.Mnrif,:..ww•a• r„i+ y� A EXPANSION WATER POLLUTION CONTROL FACILITY E ' CITY OF JEFFERSON MISSOURI u,�x r atx4t14 41r,;b „ 2760-kPax � fl{; a ( ) pressure rating, with tappings for liquid inlet and outlet valves, pressure relief valve, and liquid-level indicator. � it , .,1 2.7 REFRIGERANTS A. ASHRAE 34, R-123: Dichlorotrifluoroethane. �r•�.1i'" B. ASHRAE 34, R-134a: Tetrafluoroethane. `>'a ` C. ASHRAE 34, R-22: Monochlorodifluoromethane. r , D. ASHRAE 34, R-500: Azeotrope. . I PART 3 UTION -EXEC 3.1 PIPING APPLICATIONSp ;i A. Aboveground, within Building: Type ACR drawn-copper tubing, steel pipe. B. Belowground for NPS 2 (DN 50) and Smaller: Type L (Type B), Type K (Type A) annealed-copper tubin g. ,..at�•�� t• W:j 3.2 VALVE APPLICATIONS A. Install diaphragm packless or packed-angle valves in suction and dischar -an P g a lines of compressor, for gage taps at hot-gas bypass regulators, on each side of strainers. .; B. Install check valves in compressor discharge lines and in condenser liquid lines on multiple condenser systems. fir.. .•; :. b'{1 .,c Y� 'y�yy T Sf t C. Install packed-angle valve in liquid line between receiver shutoff valve and thermostatic expansion valve for system charging. D. Install diaphragm packless or packed-angle valves on each side of strainers and dryers, in liquid and suction lines at evaporators, and elsewhere as indicated. r ` ' E. Install a full-sized three-valve alve bypass around each dryer. t �; I r,• F. Install solenoid valves upstream from each expansion valve and hot-gas bypass valve. 1. Install solenoid valves in horizontal lines with coil at top. 2. Electrical wiring for solenoid valves is specified in Division 16 Sections. ' Coordinate electrical requirements and connections. G. Install thermostatic expansion valves as close as possible to evaporator. CS-4199-00 15183 - 6 REFRIGERANT PIPING RO—3/19/01 t��,•'��t�'!�V.; ,.;i�;, fw3 t}.: & F �.r}S.:t? � ry�'��. i�'�"`fwtf.F i, t. i '-' n ,:. ,f n 1rjJr�p ;i7v.�'7�'�'':1.^.a`'.a�';SV; - A 1 .? � �7;; �r{;i',i +�jk,.�Y C r�b,r` •'.,�i''� ta.j.,t,° gr .1rr+:x; tri7 '� £✓A.,�,�y�Y' .Q.e r;F'"ari 4 '�'R.43"Ij,kr ,i'"s�?4.fi!a, j#" i SC6' .�fi�'+�:�` Car �'w�p��' 4Yy'�1�2�;�•, 2,�t'�.,S;slj.�',j.;�t j ��,' •,� f Z wa,�.,'+fy4c'S'F71d1 ar,,rti, t,i. c`.9ct 11ip�.S,a't;Y��';t?�',k�.rty,yf* ,. 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It.,,.-tt a, h'1't'i"'j �s•,t,;i% "7{ _.�, ;'d r iti ? r :Ya. °�5 }y}r,v 5+ 3Y1.' ` ( .�s:,:l�'Z.;.:ai.�.:.:::>.::.:.w:wtt.:.,. ..«I......w........«,..,a....s....,..�.......c.._.....1.. ._.•t.,x 'iH n,.,a. '„+AT+....-.. ...............,.... .. ......«. w.wr`Mrv.wNicM?'!;�l7eaiMk`aw..MWw.!,?rH4:. ................ t.M«.ii:[.....:.,:'r..,.e'.A»:v4«ala.L:,4uf,,...�av�`l:,h to"q,�'}itil's�'� ' WATER POLLUTION CONTROL FACILITY EXPANSION r� CITY OF JEFFERSON,MISSOURI . trots,.xzi.Q �ry 1. If refrigerant distributors are used, install them directly on expansion-valve outlet. -tr 2. Install valve so diaphragm case is warmer than bulb. 3. Secure bulb to clean, straight, horizontal section of suction line using two bulb ` straps. Do not mount bulb in a trap or at bottom of the line. hv��, "K!'a i4tt1 j 4. If external equalizer lines are required, make connection where it will reflect ., suction-line pressure at bulb location. �r ;l:_ H. Install pressure-regulating and pressure relief valves as required by ASHRAE 15. .p:r Pipe pressure relief valve discharge to outside. i 3.3 SPECIALTY APPLICATIONS A. Install liquid indicators in liquid line leaving condenser, in liquid line leaving receiver, and on leaving side of liquid solenoid valves. B. Install strainers immediately upstream from each automatic valve, including expansion valves, solenoid valves, hot-gas bypass valves, and compressor suction valves. vtR.rty �h•r�� t ri ha k, li'�,T 3i �. yJ tb7 t [ rr=` C. Install strainers in main liquid line where multiple expansion valves with integral strainers are used. D. Install strainers in suction line of steel pipe. $} �>� }:; E. Install moisture-liquid indicators in liquid lines between filter-dryers and thermostatic expansion valves and in liquid line to receiver. ,},`rp F. Install pressure relief valves on ASME receivers; pipe discharge to outdoors. ''z lit G. Install replaceable-core filter-dryers in vertical liquid line adjacent to receivers and i.. before each solenoid valve. H. Install permanent filter-dryers in low-temperature systems, in systems using hermetic1 `•' compressors and before each solenoid valve. T �. ..,„ I Install solenoid valves in liquid line of systems operating with single pump-out or pump-down compressor control, in liquid line of single or multiple evaporators ;�.- systems, and in oil bleeder lines from flooded evaporators to stop flow of oil and refrigerant into suction line when system shuts down. � �t`;Y r J. Install receivers sized to accommodate um down charge, on systems 5 tons 17.5 ` =} � .y ~ti�4 kW)and larger and on systems with long piping runs. K. 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Arrange piping to allow inspection and service of compressor and other equipment'. Install valves and specialties in accessible locations to allow for service and ' inspection. J,.y�trV�Y�-:rjr�:•7J y, E. Install piping with adequate clearance between pipe and adjacent walls and hangers or . . '7T , .�Q ;. . between pipes for insulation installation. Use sleeves through floors, walls, or gtr 'i '� ,';,,` ceilings, sized to permit installation of full-thickness insulation. ' F. Belowground, install copper tubing in protective conduit. Vent conduit outdoors. f r:. G. Install copper tubing in rigid or flexible conduit in locations where copper Lubin will pp g ~' be exposed p to mechanical injury. •al. t v� � JF��'*. fit'.°'.'.i':f H. Slope refrigerant piping as follows: 1. Install horizontal hot-gas discharge piping with a uniform slope downward away from compressor. ' ;; - 2; P4,x.i 2. Install horizontal suction lines with a uniform slope downward to compressor. 3. Install traps and double risers to entrain oil in vertical runs. 4. Liquid lines may be installed level. i, I. Install bypass around moisture-liquid indicators in lines larger than NPS 2 (DN 50). J. Install unions to allow removal of solenoid valves, pressure-regulating valves, and expansion valves and at connections to compressors and evaporators. '.? K. When brazing, remove solenoid-valve coils and sight glasses; also remove valve G ` {i •' r r stems, seats, and packing, and accessible internal ,arts of refrigerant specialties. Dos not apply heat near expansion valve bulb. t ' 'i. L. Hanger, support, and anchor products are specified in Division 15 Section "Hangers and Supports." i •f, M. Install the following pipe attachments: �� C5-4199-00 15183 - 8 REFRIGERANT PIPING . 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'f.:tt'�r�.lb 'tt r. � ,i f ,t.,f,}�, )'ii 1Si{ ,},c E ,t 1}} 1�;s�#;. ,�% c" + -r+'•�d" Ni`, RAo '�,�.4? y "'ey..•J�y�+,!';lfra..•trJ, its"fi�CS f. .;1 t ,' " 1. t.` .,,i rt5 4 t4f hr i. !`41'..r.1ir!q'L,'.'s• ?tjT� . �'1`�*.�.Grpv' �a� at'y�5,a., ,.tr{, i �. # � �+! l,< ;> !� ,..� :). .s f.lafx y.��•..,.'y,}»;,yak. � c r•;}, i'- i,{'Y'" T F;ir' rG :,. rr i ,.i, ,f' .'t` .+fF9°y r'I,r•. rr# ,:°.�;' s 1�..�+.r •5..L1?.t:l Yk#�t�i.'f..Ft�S.,,t»}.fle%l,.L:.a.�`:...•i'.e.F'.h1L�...,.�...•.r.......L 1„iu_�.......L.ut.w.:.G'uF.nmKfM: ':e7N.x`•�Cr.t'+1a.Yxn41^,14,.,x...h.r+.rw l.w...�_: .a...1+...p.�l hP+iS.�5t13•'�'R•N:'}]Yf'ii.�l^fTfrh`+'i.'•M;.M?'+rM..A1:i,r«J.. , �, :1` <Yr. 1r��/'�} 1 �jt/ >E tytJ,,dW 1., ,�.,C:..i..[:n1.iY,Kwl+:ii ,+.F+.i.ri:.Wli`.'� 5�lna'y''j"�5� 'qty`.�'�5�!• WATER POLLUTION CONTROL FACILITY EXPANSION `=f:31:�F CITY OF JEFFERSON,MISSOURI f ` 1. Adjustable steel clevis hangers for individual horizontal runs less than 20 feet(6.0 gr5 '•a�i , x ( m) long. = Art 2. Roller hangers and spring hangers for individual horizontal runs 20 feet(6.0 m) or longer. 5t` 3. Pipe rollers for multiple horizontal runs 20 feet (6.0 m) or longer, supported by a ry trapeze. 4. Spring hangers to support vertical runs. N. Install hangers for copper tubing with the following maximum spacing and minimum rod sizes: t 1. NPS 1/2 (DN 15): Maximum span, 60 inches (1500 nun); minimum rod size, 1/4 inch(6.4 mm). � w 2. NPS 5/8 (DN 18): Maximum span, 60 inches (1500 mm); minimum rod size, 1/4 ( ). inch 6.4 mm 3. NPS 1 (DN 25): Maximum span, 72 inches (1800 mm); minimum rod size 1/4 `l l.; I k��' nun). '.: inch(6.4 4i ., . NPS 1-1/4 size, 4. (DN 32): Maximum span, 96 inches (2400 mm); minimum rod 3/8 inch(9.5 nun). 5. NPS 1-1/2 (DN 40): Maximum span, 96 inches (2400 nun); minimum rod size, `2Y` f:• ": 3/8 inch(9.S ). � 6. NPS 2 (DN 50): Maximum span, 96 inches (2400 mm); minimum rod size 3/8 { y. .:a inch(9.5 mm). � ;syiip,•', 7. NPS 2-1/2 (DN 65): Maximum span, 108 inches 2700 mm • minimum rod size 3/8 inch(9.5 mm). t un span, 8. NPS 3 (DN 80): , 1 0 feet (3 m); minimum rod size, 318 inch (9.5 ��i�;s '�• ��.;.`^r 9. NPS 4 (DN 10 1/2 f r 0): Maximum span, 12 feet (3.7 ); um rod size inch m minim t'. .. O. Install hangers for steel piping with the following maximum spacing and minimum •:,.! rod sizes: 1. NPS 1/2 N 15): Maximums an, 84 inches 2100 mm); minimum rod size 1/4 "i ! inch 6.4 mm). 2. NPS 3/4 (DN 20): Maximum span, 84 inches (2100 mm); minimum rod size, 1/4 1 inch(6.4 mm). X 3. NPS 1 (DN 25): Maximum span, 84 inches (2100 mm); size 1/4J` a5 t++r ` minimum rod inch(6.4 mm), 4. NPS 1-1/2 t (DN 40): Maximum span, 108 inches (2700 mm); minimum rod size, " ' t 3/8 inch(9.5 mm). 5. NPS 2 (DN 50): Maximum span, 10 feet (3 m); minimum rod size, 3/8 inch (9.5 6. NPS 2-1/2 (DN 65): Maximums an 11 feet 3.4 m minimum rod size 3/8 inch (9.5 mm). 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Jr td,i "$ .r`'a .;,v�7"S,:t}��f'n�n r:xt',�� iJf t,:k,�^i� r li:.r:` ,y i y 5 `4.r � ,r .t.r' i t �r f 1 fir t t�.c?Jf�Cn+„7•�..7x.}�: ��.�t'fi�'•. +r •r!(� ,:nR{.7,ti'4 yr#. ,J,t 'rf�}?,! S"r�'a 4 ,nc.: tt�. a. ,t -r+4: {. 4. .r `iftS7.x^., ^rR��"3rt t�+t,} r..,$�{�c ix;c}I.r""�x 6e '3*�?�`b�'fi'�Jt,B 4t }•y t)• `'� .,;.,rrr t .. �.i i i1.,7,f .uiJj,S.. a�i�.�'.i �6'�vr ;i�2ttd?1 h��;t'',rgr3?�,:� `i� s!, d�1 d,;�f•„ X'�i. '.� tr�M y"� P5�}}((,a.�ri.;. x�y1 '4tr , }{.. t,S f�; I r�.i. }.� I,,,.. � s t Saa..}irs 1. 'Si,did'�� :� .��<'" '• Pi��zn4+ s "�' r,`;t.v� •`M'��s.L'�k�:'a �r1�r�d Cyt-} �1��i r� ii V' 4. ? r r'", 4 .tr] 1Cr F,::,•_�?' �ltt� .#,.�4r th �' �.�k''• �X�4'L5: At i.Y�.SY �,yc t. y.ayY ..i � r r r 1, f� ;' t Y7'iy r;�1 .I, fi �,`Y��`��• s I. 'l�tt. ¢,, ;� ,.�,m.T#i�;a°Et'r"' 1 f z ,e.Jt t '_ f �. .i :1(i '��.�t1�',� '�a,;.,•ta x��i�..Lau.4�..`4.�:.\L4wdilvYw�c1N�'�51K+<eMdSf•.++.a......u.. ,. ....,..,+w,•remb:t"C.0L9'*Y,t ,z+Y 9flh n..'.AVwf ..L........»N,.,M.0 .i,,.,u,+uw`/tN4,*� �a�f1V'i , ��.{{ �[' WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON MISSOURI I 'sir'.�� a�`�•�xA+?rv�r`,,r 7. NPS 3 (DN 80): Maximum span, 12 feet (3.7 m); minimum rod size, 3/8 inch ] x. �4 (9.5 mm). 1 , ,rr y 3 Y F{S7Fq�1 ,• 8. NPS 4 DN 100 : Maximum s an 14 feet (4.3 m)• minimum rod size 1/2 inch (13 mm). P. Support vertical runs at each floor. 3.5 PIPE JOINT CONSTRUCTION A. Braze joints according to Division 15 Section "Basic Mechanical Materials and 't "Methods. t B. Fill pipe and fittings with an inert gas (nitrogen or carbon dioxide) during brazing to prevent scale formation. f. ' ;1 3.6 FIELD QUALITY CONTROLaK' ' A. Test and inspect refrigerant ant pip ng accord n to ASME B 31.5, Chapter�I. N '.}�.�•�<}Y�"'t�i��';�;ti��`*�;�;;; 1. Test refrigerant piping, specialties, and receivers. Isolate compressor, condenser, ' evaporator, and safety devices from test pressure. ' 2. Test high- and low-pressure side piping of each system at not le ss than an the lower of the design pressure or the setting of pressure relief devic e protecting high and , `+ t ` low side of system. a. System shall maintain test 1��/�" Fit^P.4{'.....•J.1.�'. pressure at the manifold gage throughout duration of test. n>`} b. Test joints and fittings by brushing a small amount of soap nd glycerine ,'7° P g Y rive - .. 3��• M r solution over joint. ` +ri C. Fill system with nitrogen to raise a test pressure of 150 psig (1035 kPa or higher as required by authorities having jurisdiction. d. Remake leaking joints using new materials, and retest until satisfactory ; results are achieved. 3.7 ADJUSTING A. Adjust thermostatic expansion valve to obtain ro er evaporator superheat P P P P requirements. B. Adjust high- and low-pressure switch settings to avoid short cycling in response to fluctuating suction pressure. C. Adjust set-point temperature of the conditioned air or chilled-water controllers to the L system design temperature, C54199-00 15183 - 10 REFRIGERANT PIPINGJ, RO—3/19/01 t t. e ':� ip i.t a.4 t 4l rtii Y t f�'�c.�� i•{#.F ;}t) j y X t 3 f? if �'., t ,zY s 1j 4r L',fr�iS'.e.um��"i' ',, �� ,y.• .W �' i�'�...;�„ rE,fY;y��+ �ky�3 ��;�:?`a��,�i3tif�;b'w�,��,s eft+• s�t� rtrt �6cY � r n 7 ` t i y }y� a s `}'��,'•�y�� t * � •�k i�47 .Ao i,�.r,�,r �.ii Sa�fr tl'M.r A��gY Ix x }'�J r a .� Y�#1, T i,r�• . i1 y'.1 ty, � �;t i��:�t tll��j.a y to Y a i s y f ;'�,� ;{{; k°g`-kL: y,'``lir#W�r1LMCr`;t4'•�.`� r '�..�yts`tn°+:j rir ({�'"1�:".. k f'• 4{s:C't t?. ti wr+1 i t 7 I Sr s u �.S`},i ti,.�i. i�ia i .I°i i tt"Xi'+�� t "S '•'y1tK�. ,.f.y.1'.Tt.�'f: � 11 � 4j L z )tf js :� 7� t 1`� f��'..t\ tr� 1 �'(�'�J, ��(,�� r sr � `' t'sA:T, T.'�ti .��, " ice! 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S.. �'A , , ., ,.4, 1 :.,f�. .y��j',t trd•} 7�[� i ,t„' • .z �' ";sp .�k ,,�"�q�'.`,hi,�kh .,�°rSS4r'�'t'}±„y yr `4{sr`rT`f<�t y4s F�{L� fsr,%f A1'� i �4,5 � cr 41 ,�4 � 34}t. f � � r�t�� .7i.�S a} Sx 'v'„{'{#�a�+�{4 i ii��..li��,. ��”r •t! �..rt�'r'y • y±Zr^i�.5.j� � .rqS, y".*� r. �#7;;. �..4�yr.r`�:� r.t fit�fi .fil ',i r t ,1� a S`! t �l W y.��'. .f � )) a'�'"!'4 `�i''<iir�,^.�'�]]yy�',��• ...r', r}y �;y),,y�� .�, ai`A rx i±k''ss'.J'2i f' ,.3.,• ,�.'J+"t•h`ti V�+.t.Y ;'34.f•, ,.}.. } S,� ,k i. .5: .r;' ! i.+i4.,p:,;�.�}.:4 .a 'i:}7'S'Z.,fi,�d. .y�i,t .$ .,i' 'y 'r ,.'�s ,} t�.;i• A��+�:sin�:. �Z ,r.l.,t• ,,�;.`.i.•'f.,;t`.,r, ^.r r r .�� }i:s a,§�}. ) •-.;;�:',a^1 y....f.,;,,}.,� t;;,;�''R r r ., � .,:Y ,�f Y�� yi�•i��**; ix -.;t'r� t��, t i�t � h .; 1 :!'e. } tk� F 3 z J'.i( ra y,�k'.� �h f�'�' a'^TC .;.� r k + ;•d''tf:y ,.,rF'��?`�{?, i. ,�y y:d^r .s r '+ iE.t�` i .+ .'t. .wS' �tt,1 tl,, s u .} ��;j�� y -..�: 'l.. ” A .77'„ { M. , � •ti �,, r t1t�'� 'r'l, y�}':��`,�' 1�;� -s }�.' r :rr .. k'7+'�Iq.YWxwu. ... ...... ..:.P..,s..itwwakkAriin�w+.fia.T l!�`PM�tlrl't�ir+.'lIr1A�r .e.}+:ssSU,.t�,G>}'a'•,�i'iM�Y:tiait�.,wG .K' p � WATER POLLUTION CONTROL FACILITY EXPANSION M =k CITY OF JEFFERSON,MISSOURI t'}>r ^~ D. Perform the following adjustments before operating the refrigeration system, "Pe, .. according to manufacturer's written instructions: 1. Check compressor oil level above center of sight glass, 7} t 2. Open compressor suction and discharge valves. 3. Open refrigerant valves, except bypass valves that are used for other purposes. F;~ 4. Check compressor-motor alignment, and lubricate motors and bearings. 3.8 CLEANING A. Before installing copper tubing other than Type ACR, clean tubing and fittings with trichloroethylene. #� B. Replace core of filter-dryer after system has been adjusted and design flow rates and .x;- pressures are established. 9 �•'Y 3.9 SYSTEM CHARGING ' A. Charge system using the following procedures: '' 1!�'Trk (f.F 1. 1 t/•�M1}•�� 1. Install core in filter-dryer after leak test but before evacuation. 2. Evacuate entire refrigerant system with a vacuum pump to a vacuum of 500 {;. R7, �?{ +� r { micrometers (67 Pa). If vacuum holds for 12 hours, system is ready for charging. Eg} 1• .�f' t,. 3. Break vacuum with refrigerant as g gas, pressure to build up to 2 psig (14 kPa). r rI 4. Charge system with a new filter-dryer core in charging line. Provide full- f operating charge. `' �7 END OF SECTION 15183 IRA C5-4199-00 15183 - 11 REFRIGERANT PIPING RO—3/19/01 sr. u.i.[[tt i;T�'>�.�. ,^syF,�'�47' 1 r�p,.' �!+jf.`, '"'w•`'�"�pti,`�ar'``�"`�, f F � U„�« ��"��y+ �Y� �t ; �3{�'.t'�' `g'.A%'; "i�t>;4:' 't"f;'.. v';r.w.,.rJ1y ;i�`}�, t'•^ �^�';'1<'`.'i" r .t "�M.i .f' ,`5'�, �) r,� ��'t y � t ">�� t r.�.,np�}� h�f �t�s�w{'�.'.t t�s�'• i �".�t,'.. S;L.>t rY• ¢,5,.31�t;� $IN ,Z�:{t�5'"�i•'+t�;'t"�s�t�h�r`k.'-��5�< ��t�4;s 4ny,+s+2.s#Y',�, - j, 3v {�.,,[�:�; (� x;�y ?i:Yt{`j�,f,�' rr,.f� A kdln# �> �`;�4f 'r m ,, ,�., t ,,'I`• 2.�: Vj F f'+'t 'C2Y� ''t�•rfN+':h fYn r j'., i�.r+,^a. 'j r r �• x�"t`�' ;� it x�a ��"�, dca �1 ??+if kvt a. g # N , fV:Ihi t f. 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'! 4 t,t ,±, t ;si !a'1st` tlyrr.,.'>:,4}r '+ �;'Y.1;:rt y�{ t � �< •�r..a „ G. � x �, ,� 1 t?rra !rf�,.t ,� " �4 ,4 T 1Sy't ;�`f�r•.>,� t }fit _ �'r {, t .,. t .•!. .j' +t; z 7Arjrj'af$` 1 v1,tcc''4LL��}l{, X'((y' , ..,.1:...i,ts«.r.r..:t.:[:'..d...,.w.o-l.� .....wz„.............,,...........a><r si..:>t ,�.EP• ,�.. t 9 ' .., ' ... ..: '4/".1•r.u,.t•...,..... .,_. ..... .•�... rr.rv-+.1!Y. n5,M4/.'M,-h1•.vaAk Mix+.• „«..,..... .....,: ....•.w'.u,uL�u.i:$,'lS,�wa�'�..L�v.�: 1 i�HN z? .F , IN WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON MISSOURI SECTION 15220 - PROCESS WATER,AND WASTE PIPING PART 1 - GENERAL a,j � !°'ly.fir,..�f;t, �• rrJ z�r iy��K�t;�jth ' 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary : Conditions and Division 1 Specification Sections,apply to this Section. ”" 1.2 SUMMARY t. A. This Section includes materials and installation methods common to process water and waste piping specified in other related sections. B. Related Sections include the following: ` 1. Section 15050 "Basis Mechanical Materials and Methods" .y 2. Section 15221 Ductile Iron Process Piping ,:�;x�uu: ': 22 "C ,:t•„a 3. section 152 "Carbon Steel Process Piping” � •*'��'�'��'�� j f 4. Section.15223 "PVC Process Piping" 5. Section 15224"Stainless Steel Process Piping" ' 6. Section 15225 "Fiberglass Process Piping" ;' 7. Section 15229 "Process Piping Equipment and Valves" 1.3 DEFINITIONS A. The use of the works "pipe" "piping"piping FF both in this Section is understood to include t ,��?r;;�.Y,�.,.,t,°•°:'� pipe and tube or piping and tubing. B. Piping Code: All P g piping systems installed and tested under this Section shall conform to '.+��;,�F''.f�.r,•,��°:,:; the applicable portions and the specifically referenced paragraphs of the American Y' National Standard Code for Pressure Piping, and the latest revision of ANSI/ASME B31.1 - "Power Piping", hereinafter referred to as the "Code" y 1.4 SYSTEM DESCRIPTION ; 1,awA , _-,•;� X14 u,.�;,. ,,;rn +. . A. General: Labor, materials, supplies, tools, equipment, and services incidental to and necessary for the complete and proper installation and operation of all piping systems � ,�'F•,.•��t�,�'!..;�:. .a identified or described in the Contract Documents that are not specifically defined or shown, but would reasonably be implied as necessary including, ut not limited to, g •; provisions for dismantling, draining, expansion and contraction, shall be furnished as if r . called for in detail. 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F f H �.' t*!5 't q titer q', r; 1 p'+t..;t f" .Y ) ti+•,. a ..r t'r..$41 ,.;•i,;�i`rtn�°.1'rc ;} S c,+, t, ' f 1 {.t ,,t:;S .c IR y. { -w sO; erf."•:,v'�11 ';r't �•+: {y y> qea ry?.{f�i`•`'dsit+}''E:ti�'E�. �' . 7,. ;t:r {kt ,�tf t ( ar+• 1k''i;Y" �� 'pr'Z'•�,°, `;}rt,�i'�i4'i�loatYtr,�ftai Y I. t+��e y.t. ;i j , •;t� ,t 1' .`,t � 3 ,. cif3i,�•y.Scuti�'1`i;:.,t� :r n.. r�.f.p tt .i `, .�.... �•' �s t+. } ?��;..� �� Fx:,t•t�,�wY';t� ��i77k��, ��}�.z t t�JS'J JL n �S �`� t, t .: s . r 7:� y.. ...a .N,.s•. ,� 5�6'u, � .MMiM:+a�aK.lww�.'lrk,.,.w.;..,ti...ib'.ui•++..>.c�r.".sisnc�r...;••:...r. .:: :. ',. .. .." .,...:.. ..:. .atw ,CVSnz.zl':.t�a.w..':....ns i•.,..:�y. i � 1 . , .: f7�}ts��T } }�ci z WATER POLLUTION CONTROL FACILITY EXPANSION .,� CITY OF JEFFERSON, MISSOURI ""�'•�F' =' F B. Piping Nomenclature: u'�t�Yr1t= ` y 7 I. The Drawings show the various piping systems by means of piping and r?YA3s., ;'.. instrumentation diagrams (flow diagrams) and detailed piping drawings. The piping and instrumentation diagrams show schematics of the > piping systems. The detailed piping drawin gs shave the arrangement and physical layout of the i in P P g• t�i tlf��:�'''•; ' � 2. The pipelines shown on the piping and instrumentation diagrams are identified by .'� a pipeline designation system. This same designation is also used on the detailed r ! piping drawings. The designation system is explained on the Drawings. xj 1.5 SUBMII"I ALS �4 A. General: Submit the following in accordance with the Conditions of the Contract and Division 1 Specification Sections: 1. Manufacturers certified statements of compliance inspection/testing of all pipe ;11 `tr7s; ite. Y` and fittings as required by referenced standards. 2. Piping system pressure test report. 3. Qualification weld records. 4. Prior to beginning fabrication of any welded piping system the Contractor and ' each subcontractor required to do welding, shall prepare and submit to the 5 ' Engineer for approval, three quality control samples of pipe joints made in �`= '' ''` r° '1` �' 01 accordance with applicable specifications. Additional samples shall be prepared ' '' � '''''t' J ! it and submitted as required until three samples of each pipe system are approved by the Engineer. One approved sample will be returned to the Contractor. tr r •,_, PP P ti 1.6 QUALITY ASSURANCE `! A. Welding Qualifications: Perform all welding of piping systems with qualified welders a � <; and/or welding operators. Qualify welders and/or welding operators in accordance with -;� Code Paragraph 127.5." +'A B. Weld Records: Maintain qualification weld records in accordance with Cade Paragraph �w1 :,a, f 'r ' 127.6. Keep the records current at all times. C. Welding Quality Control Samples: Approved quality control welded joint samples shall !' be the basis of minimum acceptable quality of pipe joints fiunished under this Contract f,: } and for welder qualification tests. i 1.7 DELIVERY, STORAGE, AND HANDLING A. Each length of pipe and tubing shall be thoroughly cleaned inside and immediately ' capped or plugged and stored in a clean d lace. The plugs or caps shall not be PP P gg � dry P P S P ' C54199-00 15220-2 PROCESS WATER RO—3/19/01 AND WASTE PIPING to pgq(�1 Ku�plb(E�+Mww"r}'q'+"',T' fhF T .?.- +.••y,. ,wn.rww `.rs'�'Y""..,F.»""; .r7 . ,E �,?L}Y'�Ei,V'{,yS t.h'4j tf r t kt 1 r,'t r' J J (�s. 4r4 (. � .1 4 ti k `i1•:C'v'1" 'u�3' ry�=, 5�n;';9+IJ };,�•,:�,}f�^'.;.;s s:k C;.irf•jj":>�j�!; t Orr ,3'. J.7 `51'tt { y U1 t 1 '....if•E } ! 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'`�,>t{��>�(;�� t1,,�et ti rC r!? .r}#' '}rr ,t .t�. tK y. }ti/>_t c7�a`}��i't•q;.§�,tp,�s>z-' �y� s'.. ';f N.�t ,. ��•�y�•)r�:�� xit �1�t?'T't{� ry{j:t.u' i) 'n ,t ! t f { 'r t.3 �''t.�I�t `'�'�t ",t fr � � �i)[[ �'tW"jy1, '1, 1.�V i#t`-f, r:�'-s;,A Ytr ill { t-•. / , � •l,.�r F4,1.t t�}/:�1 4)ff rr`v��,�,SxZ�� ryry- ��a,h�, ±r ,jf�(� :,1�:, �� }�'`G z� .Z .4 J ..> � f�j�jr�'h eir•,)„' F �5 r 1. '; � is J tf 9:f3z t ! r ) } R'tl�S��,tt4r.. ,gv�'•��,'bx• t #p t, t<sb�hliC�xl ti 4 ;1t ' Y' ti•iiwHy;rr. f7 . ,,'1*y4r,'{`IS; y�,+ • "i. :,9¢''�"3 }: 1lr v, ' l i itltl 5.,.3:.:,".J.,k}sN pr,t �a'} 4 t5•' +ttt7�, Ali ;1� {attx•,k{� g� f „} .K. >al�+i+4�r:t�.ia`v'<<Zw,_.:a....tiud..., .,?; ,. ...- ...t..._...,.-..t.,,....w,..w r+bM�ty3`.kiri;°r'--t!a,n.m,,,..,.r•..,__..., ., r .... _. .s...:_... .i r YIIy . L ,.,,µP wihM'try`R+x+r+w.'%raiv♦:n.n15STlH..M,.w n:.,...�.'.i.' ..:..�'�'.�,ucsl..., m,.RYi.J�i' r : 1�y f WA TER POLLUTION CO NTROL FACILITY E XPANSION CITY OF JEFFERSON,MISSOURI ..... k":':s. n r ` removed until just prior to installation. Leftover cut lengths unless used immediatelyjrEtj{ ;' shall have the ends wiped clean, plugged or capped, and returned to clean-dry storage. �: t a' J All fittings shall be stored in a clean, dry place and thoroughly cleaned inside . ~:a immediately before fit-up. Leltii'i t,t;J PART 2 - PRODUCTS >H,+' 2.1 PIPING A. Piping materials shall conform to the standards specified in the individual g ' i',:► P g P Pipin specifications. 2.2 FITTINGS s otherwise noted all elbows shall r*� °t A. Unles othe be of the standard, short-radius type. Long -} radius elbows shall only be used where specifically shown and noted on the Drawings. : a� •�`' ' yr#Am B. Mitered fittings shall be used only where specifically allowed in the specifications ort- ' noted n h w 'k, e o the Drawings. �` �.��,�;, ;y t 2.3 INSTRUMENTATION PROVISIONS yj "? A. Instrumentation connections shall be of the same type of material specified for the ,rt services involved, unless otherwise noted on the Drawings. Coordinate instrumentation ;3 g • t � � : 6�j1A4 gJ;lrr• t� ' '.. provisions with instrumentation subcontractor to ensure that the proper type and size connections are provided. ..' PART 3 -EXECUTIONy°t�' $ 7 ' S, r* 3.1 EXAMINATION A. Field Measurements: Field check dimensions shown on the Drawings and they -' ,: :1 ;a q F equipment Shop Drawings. Resolve any discrepancies before starting the work. Verifyit s:<y. all dimensions in the field as necessary and be responsible for the proper dimensions and alignment of the finished piping. Interferences shall be brought to the attention of the Engineer in writing. 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A niW;a:�ln teati+ti/au.'.+r,w..nawu,.«rrr• ,.....-a. .. ! ., .... ....,,..,x r,.p.3.n.u"M,.:r«wa.t.rai.rvr r.n-».e..»..,,..,.. .. ., .,L,...•.ox::....w.......................ran«rrrW.+.M9'w5h4Nlss�'1'G�1�i�t� ¢y 4t i WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI 'r t ➢f�Z�,..'rt 3.2 GENERAL, INSTALLATION REQUIREMENTS .`' A. Pipe: Use full lengths of pipe where length between fittings is less than the mill random lengths of pipe. Avoid extra joints. B. Fabrication Accuracy: Accurately fabricate and install piping as shown on the �• `�� .`�, Drawings. Eccentric reducers in process piping shall be installed to avoid pocketing the }� pipes. All other horizontal piping shall be installed level. All vertical piping shall be installed plumb. Exceptions are shown and noted on the Drawings. C. Access: All piping equipment and devices installed in the piping that require periodic. removal for maintenance or replacement shall be installed for easy removal without q 1 cutting or damaging the pipe. D. Clearance: Maintain adequate clearance around piping, equipment, and buildin g r`*' '°} `r,• �c�f ,.. structure to prevent the possible damage of these items. ; E. Dielectric Joints: Use dielectric joints to connect piping of dissimilar metals. Joints _.€� , ;, "A" shall be dielectric unions for sizes 2 inches and smaller and flanged joints for sizes 2% inches and larger. When connecting stainless steel to copper, use flanged joints for all sizes. Use bolt insulation kits for dissimilar flanges in all liquid services. 'un F. Equipment Connections: Piping connections to equipment and other components shall f , };,{ t be made so they do not cause damage to the equipment or component during connection and operation. i G. Movement: Fabricate and install piping to provide for and control the movement due to .k` thermal expansion and/or contraction and install anchors and guides as specified or as .r,� ; �� ,r tj,� } detailed on the Drawings. The design for expansion/contraction guides and anchors is - �ites based on pipe installed exactly as shown on the Drawings. Any modifications to pipe lengths, locations and/or configurations shall require the Contractor to redesign a. expansion/contraction controls and submit detailed calculation and drawings to t Engineer for written approval. `�. 3.3 FLANGED PIPING SYSTEMS _ A. Bolt holes of the flanges shall straddle the normal vertical and horizontal centerlines, r unless otherwise shown on the Drawings. a B. Installation of gaskets and bolting procedure shall conform to Code Paragraph 135.2. .} 6's Use one, and only one gasket per joint. Nuts on bolts and/or stud bolts shall be ti tightened by the cross-over method to load gaskets evenly. Tightening shall be repeated r;Yr by going over and across until the joint is uniformly tight. Torque wrenches shall be used where required to uniformly torque bolts as necessary. / i v C54199-00 15220-4 PROCESS WATER "J RO--3/19/01 AND WASTE PIPING ; r y.�^^ F1' yibTh!3rF+,smwxr7 s jr ''""� ` ,� �h's`ta� t�t,�xt�vl14 t/ , .� C s t � rs, .t f t . .�'• ;} �f�} 17 r F h yf- y{.{{♦ 5- x :>� )".(:�•4-. }'S�..jl�i rxf,3i1i'}�^C2"t(,lL!��!k3�. 1 y't�ise7 n�R�� S i. �t'�t:...f,::�:'�':• 5,.*in 4.t.. i1 y 17;h 3yi7 st i-y.i,�:t:rr.y•1r1�t7}t, \ 37 1 kl ?t 7 tl7� x 4.� A�, 1 'yr"n�k, .t•C .,.0 t!'S.,.,{t7. 5 ;,3 �x-':l' + t^ £' t�4 Y.�.yu,,Y .,.N,�;� i 5 F' .=S c� 'si .�Y 5��2�l.�y'4•�:,Y�c.aft.yt yft t,� 4 ',,(gii;G4�,�i. t + � � :w�1n.,�>. ,a�C rF- .t�t.;� ✓ . ,5 �� t .4 {', F•,t v s 7 ,'<t•�fl. .<t^t[f�' .:'2=,,, .a e*' ,��'rv..crrr,v,?�ku., n `�'.,ri'..�i4`{4.r ...,'1'r��x'�t:^Z.t.{'��, r�j.3° ,s �t :< 3 f,,.a '. � .'.rf{f.,l .J{: 3's ! t Fr,. S+�}pyt:p id'3T kr� Gl�'4t �Ft ra=t;�`!':r tj}t'1'C�'Y'•xi. 4 ��2ec{»fl� 5 1� ,s,i.��F•r.f}l'�t6� r. b e. ti ..s .} ,, t 7 :sdY `N r y t rt '.5 3 ,( :' tr 5' �1Slkll th C. »M r l i J'� rS�t'+j.�✓ *, x" �'t f fPV,rtr! `4,, ' tyf 3 i 1'.x(t .., t_ t j r s t 1 .j},•YirtyhA� A44.� 'iti; y . '}f"'S`lY'7E�'Eei�t 1 fr1•.l X'L t f. 'y E f � i 1 Y .{{ t 2 Ir�d.� q E�.,��ry';e"�, t£��A a ��try�3 ''� ?rf 3�aY j• r � � i ',f xt` ,� :a.� l�l.'�{ r 4:q,1 N IP 2 �tw,a",la�a«i;4i:u.6..,: «o.. .➢a .i»g9.rt4'.!*3cin ,sw t ) � J Stf bt/ WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI C. Flange bolts or stud-bolt length shall comply with ANSI B 16.5. h,1l Ji�r D. Flange bolts and stud bolts shall be lubricated with oil and graphite at time of installation• 3.4 THREADED PIPING SYS'T'EMS A. Joints: Cut pipe squarely without deformation, thread pipe, and ream pipe to full bore. Clean threads to remove chips, threading oil, and other foreign matter. Apply specified pipe joint compound or tape to cleaned male threads only. Assemble joint and remove r ; } any excess pipe joint compound from tightened joint. Backing off to permit alignment of threaded joint is not permitted. B. Branch Connections: Use standard or reducing threaded tees crosses laterals and/or { ;i threaded welding outlet fittings. ' 'z C. Reducing Fittings: Use reducing fittings and/or swaged nipples for change in pipe ,fi :r c '.? sizes. Use bushings only when reducing ,fittings and/or swaged nipples are not P{,? „C KS� manufactured in sizes required. ?k•s' �41w;;ti, D. Dead Ends: Use threaded nipples d caps. • ,:, an Use threaded plugs only when space PP does <:�? k, ��•r, not permit threaded nipples and caps. 3.5 WELDED PIPING SYSTEMS rs. �r � Ir, P•Y F a:F��'Tr •'j, A. Shop fabricate major piping assemblies to keep field welds to a minimum; provide flanged connections for field assembly. B. General Welding Procedures: n T� `` .:• ` 1. Preparation: Prepare ends of pipe for welding by machining, abrasive cutting, i4>:'s �' rtr'•s:: krr# grinding, sawing, or any combination of these methods. 2. Cleaning: Thoroughly clean weld areas and remove all burrs and scale. Remove g g Y all foreign substances such as cutting oils, metal particles, grinding compounds, '$' etc. 3. Alignment: Align work accurately in jigs or fixtures. K C. Connections: Make all branch connections using suitable fittings and additional 'y��r° 'r•!,:x',reinforcements as described in ANSI/ASME B31.1 Paragraph 127.4.8. Factory-made �' �:..•' welding outlet fittings are recommended for this branch connection service. Fishmouth 'j connections at branches laterals, tees, or crosses will not be ,y pipe permitted �vlthout ;� ,L;•,� written approval of the Engineer. W. C5-4199-00 15220-5 PROCESS WATER ,' s'. 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J'4 �"y+�.,f}'7 �;f,',",'k� 'S} ..[t t' .,.. , 1.� .�;.>.;!k�'"e}'?ikiyt; T'e• v j N .t.�: ✓ x`�'�Jy K':�4�4;�� , .,r� '```trf Y'i k?.�w%T4y rr r. .� ,�7 s ,. t' ;, .j` ':i .;1,'�:.,r.::7:J?}'.��''kf r' 4�4�,� s` i .F ,�°�;. � �: ? t •t'. v f,., t�t} try r r, 4 .,! ,.,t15 5 t t 1 , ,�.�,�• �{� dAd °,}'I i ? erJ yxxv4t' 'r 'f.i l'} t 5S.'h 'dS�iatifxt }y �it'. c 4 Tit... ?d� P:�`,F�'•qu'-it nR_,rJ"S'�-� '�f#�t :"� F7'!'. `�i '� ".'ft�..}1•,"',, Gi�1aSa�,i,'rv;*.+1.r i. t'!. S;` .# .. :,t r � ,r J r i' °x4!�:,t,.?i::G'S?,�r"E,; s�J,k,s,.ut, 'i f� �54�'"+� ,h• .< „rrt^`. yl .n efyy�+r9 }tx. Jr,,.: t. r. . 'tal ;#2 i`tAb54';`S•�'�,S•-;:;��7 t'ii.:�r ° �. � [.7 tt';1rX,�s �.�� t.t t°Ir,4, L+��:�ii�. '.' �!, .1 k,'�. �..t{ tttf}•,is •.I.w.:'.:..x i.:•�:.,.iu.MlerwY n..-w�.i't..ww w::,e.,. /,+/p• 'l p ,t �'lie j�S�{�A��1�1 i ��t,f . .. .,..-.......+..r.NCV1n..(.r{jNkM-Y1^1AfMkth^ti OM wns- ... .... ".� .u.......+.uw. L.La c._.. .e...f...... (•+..wmwndi�2+.saKNhd l,t �A'IL�tt,`L�. ,+,ert�•J. t f �?��t��ij,,,'}qi AA E•vvt•• I' fiy17� raled4„°1ttr��['k r §i� WATER POLLUTION CONTROL FACILITY EXPANSION ' CITY OF JEFFERSON MISSOURI 3,6 BURIED PIPING SYSTEMS u A. Elevations of buried piping, uniform slope in direction of flow, and installation details shall be as shown on the Drawings. No pipe shall be laid on a foundation in which frost exists nor at any time when, in the opinion of the En ineer there is the danger of 9 ,f4, formation of ice or frost u g g upon the foundation. ~' .7 FIELD QUALITY CONTROLw." A. Inspection: The Contractor shall provide the Engineer with inspection access to piping 4 during any Phase of fabrication and/or installation. Inspection of welds shall be visual on the exterior. Interior welds shall be inspected by Borosco a radiography, as selected by the Engineer. P ography, or visually B. Testing: T est all piping i g systems in the 1 :. presence of the Engineer. The Contractor shall � ��7 �'��• ' ;. furnish all necessary V,t;. ary potable water, air or other gases, meters, gauges, bulkheads, and . all other materials and appliances necessary to conduct the tests as herein required. Test piping systems and/or portions of Piping systems to be insulated and/or concealed before the insulation is applied or before concealment, Perform tests on buried before Piping the piping is covered by backfill, except where piping, systems require the backfill to be in place to develop thrust restraint. 2. Install '/-inch nominal size vent and drain valves in hydrostatically-tested t...S'•., b x.�4;1Ct� t i.e. i P1Pmg systems, 1 inch and larger. Install line size vent and drain valves in hydrostatically tested carbon steel piping systems '/4 inch and smaller. Locate •,, i vents at high points of each line and/or branch connection. Locate drains at low ; rf.! points. Use piping materials specified for each service. Cap all drain or vent valves not removed from the piping systems after testing. 3. Flush all lines prior to testing 17,7 4-fi f n ' 4. Isolate or re g hydrostatically, •� ;�ar��t� %f"ref move equipment, piping equipment and/or instruments which will not safely withstand the test pressures. Provide spool pieces for any in i s•3 equipment or instrumentation items removed for testin "r P P g S. Turn all valves to the " " g. "Open position before applying test pressure. " i>i ! 6. Apply test pressure in steps to equalize strain. Check f piping system�oints with a soap solution during final step of pneumatic test. ' I'M J7. 7. Maintain pressure for a minimum period of one hour. During this period, the Piping system shall show no sign of failure, leakage, and/or distortion. There « shall be no loss of test pressure during this one-hour period. 8. After the main line has been tested i isolate onions of the piping system determine shall be systematically closed to valves. P P P� g Y rmine acceptability of the individual 9. The Contractor shall, at his own expense, repair all defects disclosed by the testing and repeat the test procedure until a satisfactory test is witnessed by the i Engineer. CS-4199-00 ' S IZO—3/19/01 15220-6 PROCESS WATER. t r y AND WASTE PIPING •'� } 1�.:`f,:>+31�� i�;.:.;7ti��! ?/'?{wu,.i;.:byi';� w Je��S�';4r:: -.*.�� f ^isyfit"-",�}.4�4�.ti.,t7 17"i'A,°*I t �' !•)'Jry J5 -y{'7 YC a1 .!\ r�; y !'".'" 5 f'�"'7 rRrp� l ,v: Y `i" ji+k";�lfl(y �ti :)�•4,t.y Yil;'*n7 dJ° ,�1t r,;yllt�,4n ,,• ;tr,t s i 5 , .Yl ,.jfttit 7c;j� (1 1,, iJy;.'�4�P'1r;, '.h' YJ•G5 ,�. tf; s i lst � h S._ u Y°` 7t £..r�r �!'r fr y i •s r t t 7 .,{ .1 h' f +: �'.��: *t r .�� i�[r r v ��' rs{' s,t„. �ytk�'' t �� kk d��:':,'�,v';;'�Y'+,:47�{Fl a7klti .�;�{.>�e r j•,�1 �'b � ' t .t'.,<...r u��t..,y.� �lf�'Fi„pit !{..{�1�}e ' d iS`rt� et}G.r •:� „6� .', t.,i a,j>•'�,. a s r } e i', f ' °t ks,i s lh..ry.7�i'1ak ti�i. fllill e S„ {^zC r)!+ � j � Vk. 'k rx s "r •;¢°;' .•� yr .. .. .. ., ,- .r r .7j�tt t}l ��^.— ,k rk. �;N'k� lrf gar ?r( .r 7"�,'��`r"�aF } .. :. }'r: ,t�b C7,w� hc ? 3`iz u rVt ;� r 7 i• r " .i r 7v`t r.�.i .rfM r r}rk.5151 ,t "�"'" E' k t.;,;�' J. G�' ",it�, p t t t 5 t t � i, } .J'.. <rt) "5 :i,"4(•;t'. �'i tY :k 4 >( S. P! H,�°" �: ;:y' i``!�?.7�'�ttl�•"'�"k�t�iyy[ �"�� ' a t,�.a !; 7 r ! fY' r s "+` 1 7 t� !�: ��(` 't rt �'�,�`ir;�r�a�zs�t��:�. sS�• �f- .t. y7'� ¢�fiy}��t;trt ;testa Lif ., ti �. P! { } :y:vc,tr �+•rt.7,t'` "i ;5�:'.'^IF,�'��, st `•a: , ,'r3`p.rt`'�•`. {�} �s £¢9 i '1✓d .�j(f .{l Y' tf t .'y`l,f tar 1 ( t. .{. .•� liyinr,a,frmM,t.Mr W...ur-a.:w._..+...... '1�Ll� ,�`,.utr:aL.;-,r..frxa.a.7,�;.,4<m4R.�,.u....�>� + .. ......r. ,...-. ...,-_,.a., .w.,.q�r«wrr.•• �yqq NNy�7jy,, ;•k �s tr!1p �Si.-;qitd�rx i�,�r;;.� ?.f{1cj iT za�ad { WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI k. .44 ryr 10. After the test of any section has been completed to the satisfaction of the Engineer, the Contractor shall carefiilly drain the line of all water to a point of ''';`'' g Y. ij discharge approved by agencies, to prevent freezing of same. The Contractor 47 : shall also demonstrate to the satisfaction of the Engineer that all piping is absolutely clean and clear of dirt, chips, shavings or other foreign material. 11. The Contractor shall prepare a report based on the satisfactory completion of the F'>" ti+?.?keg 4 hydrostatic or pneumatic testing of each piping system or portion of the system, <r The report shall establish the exact limits of the testing. This report shall contain ' t the test pressure at the beginning and end of the test, the time interval of the test, •r°} !; � and other information required. The report also shall include a marked-up set of `:t3x Piping and Instrumentation Diagrams with the sections of pipe yellowed-out and initialed by the Contractor and Engineer as they are tested. The Contractor shall *, be responsible for maintaining this set of Piping and Instrumentation Diagrams, rt , which shall be given to the Engineer at the completion of the job. 4P. 12. Use test media and pressures specified below. Any deviations must be approved1 '! )'`<7 in writing by the Engineer. a. All liquid service piping shall be tested, using potable water, at a pressure of 5 150 percent of the working pressure for the piping system, but not less than 60 psi. � s •{ t' b. All low pressure air service piping shall be tested, using air, at a pressure of n�= `� r, yy J,. 10 psig. 3.8 PROTECTION AND CLEANING{t " ' A. The Contractor shall clean all pipe, tubing, and fittings. Just prior to completion of the < ; fittings shall again be lu gg ed or ca Pp ed.ds of pipe, tubing,work, all open en Any pipe, tubing, or fittings exposed to the weather during installation of pipe shall be ° cap ed or lu gg ed unless fit-up work is in progress. During fit-up ork, only the end P being fit-up shall have the plug or cap removed. Any tack-welded joints expected to be left at the end of the day shall be covered or otherwise protected from the elements until �� •`y,. ` a single full root pass weld can be completed. END OF SECTION 15220 rx WED Py fir C5-4199-00 15220-7 PROCESS WATER :y R AND O—3/19/01 WASTE PIPING Y k't�' •.�'S{"r`y:„,�r}.r`{,sx'b t•,3�r1'f t4,,pp��-,rr i i,<t�f.`S a.,M s.�,''t�'S.�s4•:tr';,.j:�,> 'p;tiirY v+':�:{,j*ht j E;,r:.,7 i,��.,:r1,'t.+,.i�i,gr,.f,c..1t�F..,ti'.r.t!t.7�`�?S',r9.i k,';3'��,;;"t`f'.i,,.fr..,.tx k,,'t.?..?�_l.i,.v ft 5:'4.;.�;.r,�•,!fy 9 st:r�'S R'rt1,�r',r;I,Ct::°5us t,.r+t rr..>n.i�,r�r't,,f{;,�+v.'£„l'rE�l),5�1 5 f..:,`{fi.��x u�ryr-�„.j,rt,t"�r�'t 1j,"^h."cxry,�.•tT�, 7�,i N,i i r f}.i��•e��';7J�•,�,�"f t��r:'Y��",s��[Jq,r.i'.+��t'j i-'.�'�4,,'i.�Y(,e,,t'.i r;•�,r w '€ � d"T� �7�!tY,p44:,•„�k.} , r �”. 3 � 3•<r,'�i;, �+tr`.1s., ':�` r iir-� $tyyja.]t' Y ;,°:11 r � .} i fit. ,.., 4;i. 4 � 'r,c;at�Si��cst�,c�ra' «.�..' .}T,1 S r.,,n�pk• .+nf�1�S, fz4c tfr.. '!, ;•p {e?!N. 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U' yAi h �T$f}1 -pi?1 s`a'SS.rlrSrG,:d`h1� x:..W+s':.�:2wr�}iy'tJ`i..r.4„.,t1d. ..�.......r:r...i„�....aat;Hlnell,iifhwN "5_F1�4:4".<$±%i'GR&3!*Nrorrlrt.•Mw...w..:.:.:...:...}..,,.,�.....-..1..a.>.iw,+r.«»MKKTr"✓ti`W�r��1t'Mi+cv�Y�MkheMrw�+,.,.nw...r..,..,..:ssw_,..:_f.Nr..:=1..c1WJP4.:'wjbt.lr.XJ3�•..6�..tl�.,'• k S WATER POLLUTION CONTROL FACILITY EXPANSION ? i �t CITY OF JEFFERSON, MISSOURI �AtryT ��]r5�: L SECTION 15221 - DUCTILE IRON PROCESS PIPING 4 ttt A�,FLt ` ! FART 1 - GENERAL, t 1.1 RELATED DOCUMENTS ,>'a °''•7 A. Drawings and general provisions of the Contract, including General and Supplementary :✓ Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY a .j A. This Section includes specific piping requirements related to Ductile Iron process �,n `��•:. piping systems. t TrC+xrtrr�'+"C'ri'I '_1`, B. Related Sections include the following: • : Od J71 1. Section 15220"Process Water and Waste Piping" ��L!,•. x;7'7{ �� 5"� 1.3 SUBMITTALS A. Submit the following in accordance with Conditions of the Contract and Division 1 �- •' ' ;<: Specification Sections: $. 1. Manufacturer's Product Data on joint restraint system. 2. Special coating test reports. ,; rr 1} 3. Certification signed by manufacturer that the pipe and fittings meet specification ,}�Jj4,'�,"{ :L; 'f •tir: requirements. , 1.4 DELIVERY, STORAGE AND DANDLING A. Comply with Inspection, Handling and Storage requirements of AWWA C600, f# ; Installation of Ductile-Iron Water Mains and Their Appurtenances". B. All outside pipe coating that has been damaged shall be repaired by the Contractor ', before installing the pipe. Pipe and fittings in which the cement lining has been brokenfn� : off or loosened shall be replaced by, and at the expense©f,the Contractor. •� , ,#Y� SS PIPING CS-4199-00 15221-.1 DUCTILE IRON PROCESS RO-3/19/01 11W V' x +I,T�£, ;Mtt'.f;�•.`.'•;?;'"".3',�'-�y.+,?r GGt`�;�:5;?��G,':'t"'i�"C?'''., �V�w �+*r!!".'T"':�* 'rv,,`^7`:;�tii F:"��."i1S!,..nt*'l:r",'.•.ne'[nt ��y. .q � t• fu ,, +x, ,:R•t '�.1'� . <k,. ,o t}.• }� h.,«Sr;t•.'t:R! a'a'•;i"e;'S:+�;;`^,+fie:• ,„5., f. .f. }rr'r"'Sni t y, Yr4 r 1 ia, ,;,t,.�s�., y �.�. y 1'ri1 i'1•1� 9`t,. .`!�'.,1^':.s, ;li 1 a*d^�,.:%;'�•,t"">'1t � ..�.c, . ._;•..}.t` ie, ;qr.y ., x Cr. t,.. yi.�� ( 1, Y ' it •)1��:{{:,b,, J,. 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'�t3v� �'•. ��s.. :��,.�r`n�t` :3-t' !}y�',��'rt�.tihy ur'�+=ti:i'r` i i�:(i..;(� 'r •'k 34 r •r�l. .S' r� ;�'!',t Y�9.�#� sJ �+i ` �'(A-;p• >.y, 5,..� �,+"•,'.� �� r .b'< } < � , � � :c v ,, i a a :t �. r� ,�.rC t�,t ;4��h, � ''�; ` A 'y�.,a�...;$�: ::r r'`'�;it S`"7r St 's .Sr..S� .ti. a / / '•t ;rt } ,,i.,�l 7 H tint y{`4th;dt .t� ,�,n S j �',`+,37r�+,y'�i•'tri t+r tjr��i .m' r t• t t .ecvnirw,wvsu44 Rls+etvta4ndk, rri.ww,.�w.. »+..a..�,S,.,r,.a.S.wwL.«.w.rt..,xr�w.+r?�r��jtL .. !�, eR��'htiuf,...4a.�.u4:.iJ,��wU.�aw�,.lfif�. �3. � '' .� � ,'..,:'s.a.�,...• }. '. t t ' 1 r j'}'• Y'tt .. WATER POLLUTION CONTROL FACILITY EXPANSION '°' CITY OF JEFFERSON, MISSOURI gk { i Ex 5. j �,�'�'.; i PART 2 - PRODUCTS 2.1 PIPING SYSTEMS � 'j` ' Interior Exterior ov, ype Joint Lines Coating D1 Mechanical Cement Bituminous ' D2 Push-on Cement Bituminous 3, D3 Flanged Cement/Special Primer Use Types DI or D2 for potable water and process piping systems installed underground.' Use Type D3 with cement lining for ductile iron piping systems installed above grade or ... within structures, on water, wastewater or sludge service, except use coal tar epoxy lining j a; in Lines 30IN1, 30IN3, 30IN5, and 30IN7 (the four influent pipes from the s litter box to �`. P P P the SBR tanks). � b�a},$Al, � wry � �'•r�: Use Type D3 with "special lining" for ductile iron piping systems installed above grade r"k u or within structures, on aeration air(low pressure air) service. , 2.2 MATERIALS 1. Push-On Joint: AWWA C151, Class 350 up to 12", Class 250 from.14" to 20" Class 200 for 24" and above,unless noted otherwise on Drawings. 2. Mechanical Joint: AWWA C151, Class 350 up to 12 , Class 250 from 14 to 20i Class 200 for 24 and above, unless noted otherwise on Drawings. 3. Flanged: AWWA C115, Class 250. B. Interior Lining: ` r I. Cement Lining& Bituminous Seal Coat: AWWA C104. 6�, 2. Coal Tar Epoxy: a. Surface Preparation: SSPC-SP 10 " b. Coating: 16 to 20 mils dry film thickness Carbol ne Bitumastic 300M, or 4<c equal. m N 3. Special: : a. Surface Preparation: SSPC-SP 10 b. Coating: 7 to 9 mils dry film thickness Sherwin Williams Epo-phen, or equal. per Y C.c Test for holidays ASTM G62 Method B, repair to holiday-free free ` „.. A P Y` , condition C54199-00 15221-2 DUCTILE IRON PROCESS PIPING RO -3/19/01 r �, .� ��,—rr.�••�,'fX}t.:f+;:: k ,;. r^..,.-r,,,., ''c►5'�:7;s; .�,,",a,,c.:,v,,..n'r, r}.,.,, ,l S. .. .� i� yy}} 'J.:'�. �ii '��JJ ..•rt,w r tui�?t�,, sitr+r._:l:,t°��'�' t^;'r"�to F„`s T} ia??' , r,�.. rrfiyrti;t�r tti � f•'j+Yt� „$tliMrT',,�,.�r q°k4'• � j•., TY t' 'l at �va,F +'�� ti9 zit',/.rtY`?i�yiJ.sti,+., ��,,pp'..>tlYVypi`,f�` .;�1{dl•�•11{t` rat} ftiyy n �' Sr { r$Mn,t y ,; i�r t. .17'a•' j ` 1 ,•+3,' 4'i ., t ? 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R j Yl? }<t s rPe t gy, trt !✓rn awt i�r e rt"at �,ht'f tir'i �{', �rh,•i'�,}�'. .. ,".��'Y�F}"r.�;, "zr.,,;.�rw�,J3 7, t ri r �i '�r� t`54ei�.�"?�d�• ,�t t �.ti +` F) f } f �g {e �+�� <,n . ! v aj y'Y.+ �Sir`��3`'l_2!�s �� , �; t w��E1:':: ✓ q 5r tt,;{r .r. },� �„ t . .�. r .r s 4 �,S ?r -rE ,C'r i a r+7.1 �� }° Y't`r� ��Y. �� " �. �- }• ( � .}<.: ' '1, Yy'!k t 4 >i hSt' �§.`+ i', ' tf.t r ''r •+d:CZ:7:.T7 "' 'J .11 !r Y _Y V" %i Sr i't {`p l 4 it .t')`�„t, 1 S it (>yaC,, `��1�'f�. �.{ °, �+� Y� !� r, v Ittij i t 'd{. .t t r .'t s :4, �''„ °' r u:+.t x`-'�,• e r)Fr,;SS �,r =.tzr'+'t ..s � 't� •.11F>J„k-J�±Q.f�,.,k�,;i:.�, y'�� ?;,i tr r� s r rt,t. � r ( 1.f i),:r + rt as v su,f•'r�tr ts''�•'. " t :fir �'.',�i'Y'�3'thlz.z's��.j�{r.�t`°fNPC k�X a t}' ,fs'i Y w .'r , ',• r t K:r +r ..f. � tt..`dyi.' �t'.fa^;�t��:•'L�'/�h'' i 4�°`;»qC 'ti ,t '�Y' .'y ` 5. �� r r f r.s;A z it a +4{.< v 3�Va •'r t r. 1 s i. " 'i 7' ,r;'� {? i `, ,.��x:' ..� .�� , �? :rfiitn t -b.rtu t wr61 �,r t t t: !t" r u t +L,r .t1t',nl:'� �'�tZ•�, j�y'' y� ) '.r h ' ��:r .:� '!t,7'�;;•;3t,Hi?�tfyy "'r 1l t. ;c ,r 1,''t ',�, ,? .�7 'N•^ t't �.1''-�•" 1. ,.'', :.Jy t{7, 7tv/r"R�,�� '['' h 5 g ,'r, -�,i `� ��twt"�"e�si6ilr.::s{.'in. ;YA a_.r_i.:.,.-t_u,.,�r.auw.+r•KI:N'Lt!6k4'r�7k�S.r}l4";'7l PVMrv10.�h41+au:.wn(1:G..,.,.,t:...t.:1...:ua.ii..ii,il:1.wn�»i�:«il(.f,.v....:['.cy!'rty�'bR1v';i�Cxl+3ti. i81�-' .t2� �a ttfi, b 3 WATER POLLUTION CONTROL FACILITY EXPANSION � �_ CITY OF JEFFERSON MISSOURI C. Exterior Coating: t r` is 1. Bituminous Coating: AWWA 0151. X;S 2. Primer: Epoxy. D. Polyethylene Encasement for Buried Service: AWWA C105. ' E. Fittings: AWWA CI 10, Class 250 minimum. F. Welded Outlets: Shop fabricated for ductile iron pipe, welded in accordance with ANSI/AWS D 11.2. G. Joints: i;. 1. Push-On: AWWA C111,vulcanized SBR gasket. a. Restrained Joints: Pipe manufacturers standard boltless restrained joint;f ' American Flex-Ring or Lok-Ring, or U. S. pipe TR-Flex. Y:s'3 , 2. Mechanical: :r &; a, Gasket: AWWA C111,vulcanized SBR. '� d 1s •fr„''• 1. �: .; Follower Gland: AWWA C111. C. Nuts & Bolts: AWWA CI11. irt:.i 3. Flanged: ~ ` E`i'.•i a. Flanges: AWWA 0115. b. Gasket for water service: 1/8-inch thick, full face, rubber having a durometer t :Y s '` hardness of 75 to 85, or neoprene with a durometer hardness of 55 to 65. ' C. Gasket for air service: /8-inch thick, full face, non-asbestos sheet synthetic , fiber with nitrile binder, suitable for 250'F continuous service. }. .. . d. Bolts: ASTM A 307, Grade B for interior location; ASTM F593, Alloy r Group 1 for exterior application. e. Nuts: ASTM A 563, Grade D for interior application; ASTM F594, Alloy Group 1 for exterior application. ; j ' =; PART 3 -EXECUTIONi4` t. tk, 3.1 INSTALLATION OF NONBURIED PIPING ;Y A. Installation of flanged ductile iron piping systems shall conform to the requirements of ' Section 15220. C5-4199-00 15221-3 DUCTILE IRON PROCESS PIPING ' RO-3/19/01 i;'t"!I i<:.. si' .rt•a NORM 'St�yv .+.;;,,a ., ,•t>fi"i at f.;,:tic';` ..+•'6i,t, t,Y,r,ar>.'L 'ut : q.+};':`�'y;t�`• ..+•,,,'.r .'x .� tit„ :Y i'' .f R 'l+y F'i`yi rn, .g^>: 'x' .� ,;tnx'7^^. r,a) �J.s'�•, ' ^u'.'�:• e.t�r i,w.',s{fa^,�Si-w,�t..ti35t;t: y,r..s:.. , t.9 .Z'ys .y} "�' r. ' S a6�`-I ,$ 7�� '•> t �- r "7ra�"z::`�,�,.�j(7 y Xfp }�•� tr '+�y S �" yb � Y •Y.�i�:'t�"�tµ'.i1i .} 5�r'°P}!� 1j .��f�#�'4.'� did�S,a' ..r, ?+'tk f'ji+{�r3� N. .t•;rx ,ya�yX17fN' ,t4" t ��r `F f,'i�.'�' .�.tt ��•� t !} a � hfi n� 1' % 5:,. ,�t�S { ? !} .`� '�{,ly '4,} �r t + 4�l{y r t`��}.�f S s• .�.is', :•,:r ,"k ' ' 1^` 't J' .b t ( ; t r i -•. , �'x e ° r%t,.G +t.'� 4{{ilt' tt,�r'._t tr fp}, �r.tt'� '1/i R`Ln�T' r '�.�y"J'`� (i vG.k g3't°j R{ \aua :i�•("�";�k'.•��gRb. 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'� tx C#. ,,.., i', �� M,yJ nsE 'Ea:�AI'�7.;W��+"+� ��"'. t i�. ��'l�} ,k}F eµ�;v`�'s'F:�:` t,-�+. `{ ,��y.�{ r d�- � ;,::. .� c � t ..,� { s tt: '!.�a!.�'' � F:,!�..q:. :�•�'-�-.'. {a � �{ k ` a ay' `� 4 '•z5 k§',$ t c�Cii Sr J .SVfl1 `. c.� ,.' F .�'.� '' ri�" �� +. � ix$ r,�k � �F.ti'ee� ��3.;, 64iv"?js}-4k &4 t� r i�u' r> ro. +• � � �� ~� w�� tE`;{�"i�t'<�m�'�,t�•�4�+�z��:q5{irk+;J��1S''��tr4iS�xd��$"4!nzk�.� �"�i*�� u s ,t ,�t.Y � �.r.:�• S r.! s J � �t Xa 7 3 {� '�",.{ ''• �•f q �'�,r' fifi,x��' •c`.1sFt�� x°41 1 ttttdr(rr ��e s �, -r< r 1 iE�t,. ''ss �`' ' a x� u��`��'y 37 , �'s, c'� S� •�`; s � �;>':'rr,d4 a! (�. s!; � st" �� .s f.'t.,. ' C ,..A �� '�'�aeti7l,i�i•..l.e'l 1,Yfi'rf;Mx�5�9i0.•3'!r t��G.u.`i.:.tw�Yiiwt `S.Mt4�iYrNWiii'�i�+1t� ��ivak114{t+.!7.':�'�uY's�i�.'�tix��x vi.:'yjG,. .r� � ":''.`'woldlNwe"C�:• 'ro .. , �•_F t WATER POLLUTION CONTROL FACILITY EXPANSION ., ' CITY OF JEFFERSON, MISSOURI 3.2 INSTALLATION OF BURIED PIPING +` A. Installation of ductile iron pipelines shall conform to the applicable sections of AWWA C600, "Installation of Ductile Iron Water Mains and Their Appurtenances". F } ' ' B. Coat all bolts and nuts on buried piping with two heavy coats of coal-tar pitch. A r ,l C. Install polyethylene encasement on all buried ductile and cast-iron pipe in accordance rEiY yy' with AWWA C105. D. Thrust Restraint: Thrust restraint in buried pressure lines shall be accomplished with restrained/tied joints. Restrained lengths are shown on the Drawings. y.a , .� END OF SECTION 15221 A q tip ,i a.- j'.� #Y?� kk i� C5-4199-00 ,, 15221-4 DUCTILE IRON PROCESS PIPING " RO--3/19/01 h. 1 4t'R '>sx � e �e`C,L�r4��ay',r,Y; :A;n�F 1e S ; r*yti��`:.J�Ai'j+�•f,4j et�,�� y.,�„F if v.,,' tt�'(j!fr'��;.��i ��+".9�Jt��t'r 7.�,P',f Ct�fier :;�3�; _ ,!, �;J r�+l•_,...',t/G�,j, C V S;S,'sf 1 '� rgir{r {1 t ,.qY{}. .T.dX t 4 ir9';'l9 � '` ,.trp,'}:.i�l: '.S •J�'!i. �.�t i,'. {l ..�?:lt.� + ,EH� !j f: "s•' S < r �1''y r r` 9X i iYr .y ,r f. `1,, 'i t? t xe a,+g5`f'?Y �S,e�f��s��ri t b' �'`h�lN_ is 'q,:� "'�:=_.c• ..:k �� ,.{.,��}�1-rr 7, :F k£ e� .� :'�'�1+1.7�.+7{"�t''r�=tt}4 f4.3}: v l} t• � :, 2 ,.. .y:a,U = . ;. � .,tta gy�y,:y�i"t��S,JiiJ{.! ,p.... �" b'`�' 7." .� `'"`.+�.. `� `j(' ,�:tiryy 1YYrk<3 ."!P l(i;5.��, �? f. r� '.r „`� .r .,..: r f` y.l. t .i { tf: .a A trx';�: +4;'f3 '�'}�fii :.L+� �, .y'�_, �1,k,r''It,•�, '� •� >Yya` ,1 r "'.' t .•.''�i �+ � .r? off."r.1 (�( .yY .I t Ta + .y R i + r t1 A' .. f3 .!,riffs.. rt Pr., :!r{t,{1 ✓< "�•4'�rJ19},{'"' �p1 ' Niq ,F Jt�phl, f. ;�. x t S f �'i :t �' £:: i +....{ 3N 1 iJi j{ ',t'f rA�i /y ..!�'2'„r�P'v+,i'•7. •Pz'T eY'yyej� T �' ! yi Al(11(R 91 qt 8 �,3 A $ .,`>< t X�r}F�f#1 ,`:'+:��e t'.k 3Sf�K.;S,i++iii�,.j. �,� tr�: . 7 . !:i..I', t ,t + _ .f:` 7,..,4`. + j,7 �; � h•:' '�y+:, r{ a'3gt: 1i,,�w �,+�'•?�'•`{ ,r �'i•,� _ ;3 F}r'tt•;.i�i 4,ix,i,t'L.....�u Ir:/„ ,r., t, ..4 ,. a 13: sy 1 ly; 'r J:", .�t:tS• ri3,,,� ..te�N.:4?{�,+�? k¢:�;,t'i ,�. ,T'L '1. .�#4.Y•, rr, .r f t t 1 s ti �Y. t r e s� ,) �( � i•. '� r. .a3� R,+�{ &�"; �3'}tMjl�r•:at ',� r `, : 7' s 7 "t .r `+. >{ i �..�; ��'�i. �* .+r� •f';�.� 5 ?�, 4 i': S 4i1 y. ;s tGk�) >;.�+w-?��';� �<,y'Y"Y��iif` 44,, ` �;a .�, i f: .t�f 1�.k..''k:r,{ zj.��".,3.�,�u,}�.1:�:, •J�.,,a ,SS+ , t .i� .'t t = r ,rwu t.C.y K4,iY`� ri F?: s. �rx�i>:y,K US t1y�� i�J �' .�.�..,�{, � �,•dll+X �t ti r �;�1::}�%'C''.',`" .z. :. ,.� ..'. .. ,.:-. .,.«.w,.,ts: rMrtliS+i'n,"4u+M,N*.ae .. r.. ..<.,,...., ,.,.«..K..r,wacvdtnw•;rwa„tir�,� .U. o..,. � ' . ,�,�1 :i.�d,�r;::U`.w:u •:- t. ,.�.,.,•.«,.... w:.,.,.w.. .wLar.4+x.�.��.. ..�+._. .x-.._Y,.�.,....',,..iw �'>��b � r. WATER POLLUTION CONTR,OI.FACILITY EXPANSION ' CITY OF JEFFERSON, MISSOURI x` = SECTION 15222 - CARBON STEEL PROCESS PIPING4 �`�{ F. PART I - GENERAL 1.1 RELATED DOCUMENTS �' �`' ¢ vr�r i A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. Mq 1.2 SUMMARY k A. This Section includes specific p i in g requirements related to Carbon Steel process '- r,� y�`.•.,X. piping systems, including galvanized. G 4".tip s;;:=.:"5'a •J B. Related Sections include the following: y:':74;',x' { 4'.�-�•�,�•�r�l'(�Yt'}f., . 1. Section 15220"Process Water and Waste Piping" •L'yo� ��,�f,•�fN•?'k,rq j raj. ," ►fie f .i, dr x } PART 2 -PRODUCTS ' Ffi ,5 j� 2.1 PIPING SYSTEMS Tyke Schedule Other �"�^ r Fl 40 �' r Ira;( } fw;` .'+i:"+�`•;.'i�; GI 40 Galvanized G2 80 Galvanized Use Type F1/F2 as indicated on the Drawings. Use Type G1/02 where galvanized piping is indicated on the Drawings. 2.2 MATERIALS ' ,, ' :rrst+l A. Pipe: '/i” thru 2'/z": ASTM A 53, Type F, threaded, Schedule 40/80 as indicated J� 1. Size ,�. � Js,>•=�.+ } " 2. Size 3 thru 5 ASTM A 53, Type S, Grade A, Schedule 40/80 as indicated above. Sys. r' 3. Size 6" thru 10": AWWA C200, Schedule 40/80 as indicated above. 4. Size 12" thru 42": AWWA C200, 0.375" wall. ' 5. 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( f ,.� }•! � i i{x )v .l It ' t .. l 1,`�,, with `v',�t^J,f }�tr`,rs'� �st�s4�. �•,t�':2 e'ni't�T. i �4+IWt; t .'t` ♦' .'.,r1. i�'.-. t. rt. : ll� ..4 }i�24 CtA ..• 0,' ,�.S"�}}t� a•ry 'r � •��_fsl;�'�'3 "i`'�'�yt� .. x2'rrt;,•� ..xr �.. a t 1 rt �.:a i ` Jet"sH ..{s 7,; } 'CY i�' > $t• ��?i8 '�5,.�,p� �„ �•.�� r. ��yt c�i}��.;t?'F„^.,{�,X k�.. st.> }J f' ..tx,.i .!�•.,� 'rr � 4 ! �' s s 1 .j c 3}J 1�1��Yt}�4}�'r}�;;'7Y'.i��'`. �.. :Jti. � C!?, '�.• 'stj� ,-��`4F r ;Yi} �n"�'aj�,�� c�r,.s u ��' ,.'a t ' '�+i”4 t < �/4{�+tz.r.�=•,��t..,S"Y• .r .� .�J &.tr �r �k � F s. .ri' + 1 ' � y 3 s!r�• t'. t '� t�'1 S:P �. # ,, c . r 'r, 9'x >° 1>• r §.a Y t `t t. si r, 't.,r..J. .is' .w J= r � �yts� .tr �t v. ..t.nlTar.r jaSMi„a.:•t �r v',�. + $. x�Ww:t:�41 's1xaE',;�.Luis3"•..i'"a'.wl.t«Stdrirrs�..'riw.� .._�,..«.r..e..,.,.ati.w.s...,r.wra::....-..air,Nt+,u,vrna-arf4 4+tir rXM�f'rtuWTn4�+•cv,+Fm.�.rnr?«�f .�..._. ... .1 ..�:._.....:..,...•..+.•,.•.......,.a:.:.,,•l,�.kx,«�i.«...n`,innHir�.J i'�.n.f.M�W ,;��',� _J�r WATER POLLUTION CONTMOL FACILITY EXPANSION 'y '' '� J CITY OF JEFFERSON, MISSOURI B. Fittings: , 1. Size Y4" thru 2%2": ASTM A 197 150 lb malleable iron banded threaded ends. r^° < 2. Size 3" thru 5": ASTM A 234, Grade WPB. ' 3. Size 6" thru 66": AWWA C208, 5-piece elbows for bends greater than 45 a} degrees, 3-piece for bends up to and including 45 degrees. C. Branches ('/4" thru 2%2"): ASTM A 105, standard weight, forged steel, welding outlet : ' fittings with threaded ends. D. Unions 1 •j:,.� ('/4" thru 2%2"): ASTM A. 197, 300-1b, malleable iron, bronze-iron seats, ground joint, threaded ends. E. Flanges: y t J a 6{, , 1. Size '/4" thru 3": ASTM A 105 150-1b, raised face(or faced to match equipment). ¢'s '? 2. Size 4" thru 66' 5}�4� AWWA C207 Class D. N4, AW F. Gaskets: 1/16” thick, compressed non-asbestos synthetic fiber with nitrile binder G. Bolts: ASTM length per ANSI B16 A 307, Grade B, en a .S H. Nuts: ASTM A 563, Grade D. ,p 1 ' ® µ I. Threaded Pipe Joint Compound: Teflon thread tae ``� •s:;} t 4`r° ' J. Interior Coating: The interior surface of all carbon steel pipe and fittings shall be 4;�� !{.� •' NO ., cleaned primed with coal-tar rimer, and lined with coal-tar enamel in accordance withhti' 'P P �� AWWA C203. F ' ; . tits K. Galvanizing: ASTM A 53 (for Piping Specification ecification G1 only). f:'r PART 3 -EXECUTION { 3.1 INSTALLATION : z A. Threaded Joints: Conform to requirements of Section 15220. B. Welded Joints. Conform to requirements of Section 15220 Prepare, clean, align, and h ' 0 . f I space girth butt-weld ends per ANSI/ASME B31.1 Paragraph 127.3.1. Each and every iks^'y steel weld must be chipped, filed, and wire brushed after each pass. Welding procedure for girth butt welds shall conform 'to ANSI/ASME B31.1 Paragraphs 127.4.1 and x' 127.4.2. f yys CS-4199-00 15222-2 CARBON STEEL PROCESS PIPING ' RO--3/19/01 ;.Y "v jj ?'fi* �•.ltr �y r k. i i'�1,Th"7,�J'�-.•.•�t�?1F'y^r s r ! t. r S •i"d "� . 1. � 1��•''f'h 1 s{Y.g !�} �' xt� � r r ,y.. } ,i T .l t r�1' I� � .wMy E w'y Z�,xilfrt Jy{}�i r� �. ;q��'�y rrist � � t ��1�Vill,i+�•^'-r1G•J•��'}l�$y`�lj t��2 �i.�b <�.Y�l.r 5�{}�y�4.��fr!` j ti.T }C,�X{a. j rY '��t l,i' ..7`,� Iy M� 1.atAt)ry'< � :}!:55:.f } r il'Ft; ,ft�4Sy �� R�-. 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' '�' �'��`"h�!"�`sri5 Ifs( j t sll Fh r'y i'` t. ��F �,t i r <R a�£r��` p337 �`i.J:t sitt7t+•J•} F �� r+ � !•. # r '. x� t ter' sa {` �. tt d t�'�' .� 1n�?. ��•� ~t .,,. 41�i ''"'d. �� u•, • � ,� ��, C$� {.��.�,� A e (� i � Y� 3'' e � 4 t'f6"�r� :f relti�* 'p�a� ,gyp, �� `1` � 1� V t. 1 '�}7 ; r4 k/y7 3��M��"(i'&rtti��r'S,'� tt.�Y� 74a�. !g�{�aff••�. � �h�{�! � X t! `'F"L�' c,�..� ��i?t�'s x4 a�y�9�� '..''��i i`1:'��4�S 4}...y�r a,S r �i r`ti L L'i+1 fl�r t r �y.s�J�•��t� _•��tyt�l�H��`�i7*" A�, t�..is tyt•”�+� 24 .�n1:".+rr"�r`i +f� '2i.. �� ; 7�n'�t/:�.:,l:�i�.u.74?S.t:�'�`,� S�dJ.ii��.•>��IYiitlrl+Y+K�{ kr}�,. i. NCAC' 1 �+ bi:in KN�iC 400 ' Eli WATER POLLUTION CONTROL FACILITY EXPANSION t':! CITY OF JEFFERSON,MISSOURI C. Buried Piping: Coat all carbon steel piping to be buried in accordance with the latest revision of ANSI/AWWA C203, Coal-Tar Protective Coatings and Linings for Steel Water Pipelines- Enamel and Tape - Hot-Applied" . Clean piping thoroughly, prime, z and coat with two coats of enamel, totaling /32-inch thick. Wrap coated pipe with a . fibrous glass mat, apply a seal coat of enamel, 1/32-inch to 3/32-inch thick, and wrap with felt and Leavy kraft paper. Pipe shall be shop-coated and left with a 6-inch cutback at j� the ends for welding. Protect joints same as pipe except that glass mat and kraft paper s '• may be omitted. All primer, coating, seal coat, etc., shall be fully plasticized coal-tar -.' ti Y a enamel and all materials and methods shall comply with AWWA C203. END OF SECTION 15222 i V l �i �r Ff tF�� :•�i SSA P. +`• �. C5-4199-00 15222-3 CARBON STEEL PROCESS PIPING ,I RO--3/19/01 H , r� r r �" � T{t,a ,,• r L•,*.two s�,r k '-5�,''�?:�P'�`L?, l a�! ,I • tl t,rc� i E�r � S'�N�}t�'}l{y�rY C> �• a"a`G��9� t�rf,,�� t y'�p�S'i 1 r 7, 3+ ` rc 1 ��? 4 3�� °� J9,�! , 2�' 3.�r"FSj .rt r""-r,1s��'+��s� ( n�y1 �}j�S''�,' B,y. 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' Y{'' t tSc,l� '� J f .t.A v/3 kt yix`�;x• n -,p i(`�``r'�•,ti 'f ,� .+. , Sr ?r .�.£T�tµ1+ �f t S tsit .tt•t { '+ ( J,: � '` � 't 't1 i ',�c t yf. .,�i F`t':,.fi r { 4 .[ u5,'`, .Y',tl}�.,�4, ,;sf rt.�-n�' ri §:' t i, ,�,. .3 t '•t i .{' :Y.. S ....}r! rvtr,•� 9�" •,k�(:��S�ya'4f.,.r)`£ s �'i it+ t a r. N .: ' 4C r i '-tJ l:ui��:S�!}3;^, t.Yr �t �:yS( J J, +{y SG L }: 7�.,�+�,{}!'`..�,;.�r ,.I�:..i. .r..{,l ,,r. ,a.9;%• to is., i i `�t. 1 .��t,• iA: 'f ,'.t .r�,...t k}t+fit)�of n7�iaf�7 i` jtik1.�.s#'=�� ''�'` G .::'t:�;i�?r a�>� S�t+4„d .,,��5��',�.i:,s. r .rata t f:l j ..ti, s, :::c:�,•a- .:t.:'+'�r``f�` ^�; y#�Y yy� r.\ ,t'r:v • '�5?1}'.irl1., t'irs+. .+':u t:�`ij§Ott t. �. 1 t +, ` �'t' i 1, ,i;l t {µt`.Vt�; W!W", r`.. fit' i •�� WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI ' S” a SECTION 15223 - PVC PROCESS PIPING 't�t , ,? PART 1 GENERAL ",tf,'Ji itt� 7 9 1.1 RELATED DOCUMENTS 'j" A. Drawings and general provisions of the Contract including General and Supplementary ;�+ Conditions and Division 1 Specification Sections, apply to this Section. :t 1.2 SUMMARY A. This Section includes specific piping requirements related to Polyvinyl Chloride (PVC) r "?3 process piping systems identified as Material P1 on the Drawings. B. Related Sections include the following: g°,�,, 1. Section 15220 Process Water and Waste Pipings eiy Gs•�A'• 164 1.3 DELIVERY, STORAGE, AND HANDLING U .;. A. All plastic piping materials shall be protected from exposure to direct sunlight during storage and installation. ...........M x B. Store solvent cements in a cool shelter. Discard solvent cement that has exceeded its shelf life. ` ti+ ' PART 2 -PRODUCTS 2.1 MATERIALS A. Pipe: ASTM D 1785 PVC 1120 Schedule 80. �1�, >'.- B. Fittings: ASTM D 2467, PVC 12454-B. PwyJ1�V5: ' ` ?t ;414 It,a+t,r.S L f C. Unions: ASTM D 2467, PVC 12454-B. xz D. Flanges: ASTM D 2467, PVC 12454-B, Class 150, flat face. E. Solvent Cement: ASTM D 2564. I Ev" F. Gaskets: "Viton" fluorinated elastomer, full face, �nIJ3•y � ' ir.'1:�tly:las:J CS-4199-QO 15223-1 PVC PROCESS PIPING `[ {. '4 RO—3/19/01 ! :Yn + n Y,f%ri4� z, N ,,.,,,,. ..r;: '. `t;,3^t � ° A,rM�Rwrnt'^'r'�i^rr,'[r,:'i'"`'�i`iyTl;?.'.";fM1,f :, .y. ,y'i�,i.. ni"•. t'',r '$' .i: jyN %• 7.;•Iq" T(({'4' i .'f 41..' 'Y;41 ..il'i� .� C�e t .1;( s�! i^t r Y.. .731 , , i 7. �u? tr ^ -t,i �7J`s..%tv i S : r' , , , ., rt°^ st i :'t�' ; t c'N�" h `7',(f. '�j' } af',` ; '.•,{,� 41:��y".Y.it .t t ,, ur'tx.v.i..t, t ..�.+��a ..11t.'J.0.:,'h'�r �)�":ln '.it4i cy �f it k4'Ci( jh P t 4"s :•c. ,hy�r<, , :.r;(•{�`i.?:,p e.C1.�,tr x.,.,• }..;�r'r�f" '?i' � `'.`.{•: .ut, '�•{},i! t`i:•.�i�i,A7as}nt .,t�•'<v / r.( y,# -111, i +.}+,r A"' "F'�' C "-.t,,{d1,'tn.�;.j•"' ..,4x�:'-„{t•i>;tr,.>,i .S. yi:{,k i {f + 1 ,✓ f t `r.c n 5 ” f t r n. tci S t�r's'(�" ,• . ; ., n . � ,1"� � Sn t ' r{,•t. 5 3; ,j1 i'F 1 +.,„, ,r; < ..t t'.t`".,.q 9 i y y:;vt t,.?3,,1 ? 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's..: �'�._..,�.fi.:.;.�i,.. 1�.�1,..'. h�, r :}`s.,:�:i.'� '�S:Gn4J.�e.;. �s? 1, F un 14 WATER POLLUTION CONTROL FACILITY EXPANSION ": tt•" CITY OF JEFFERSON,MISSOURI G. Bolts: ASTM F 593,Alloy Group 1. NIP "I . V"L: H. Nuts: ASTM F 594 Alloy Group 1, I. Washers: ASTM F 844, AISI Type 304 stainless steel. PART 3 EXECUTION s v. 3.1 INSTALLATION A. Follow manufacturer's written instructions for cutting, preparing, cleaning,priming, and joining. Do not solvent weld at temperatures below 40°F, or above 90°F, unless manufacturer's specific instructions for cold/hot weather solvent welding are followed. ' B. Joints and Fittings: 1. PVC pipe and fittings 4 inches and larger shall be joined using solvent welded ;;is. flanged joints, and 3 inches and smaller shall be joined using solvent welded ` socket type joints. 2. Use flanged joints instead of adapters to connect PVC piping to other piping - 'i materials. , ,1G't5 3. All changes in direction s �r g t n hall be made by use of fittings. Bending of pipe is not permitted. 4. Use standard or reducing tees, crosses, and laterals for branch connections. Use reducing fittings for change in pipe sizes; bushings are not permitted. kl C. Install buried nonmetallic pipe according to the pipe manufacturer's written instructions. '• Snake pipe from side to side in the trench to compensate for thermal expansion, being careful not to disturb undried joints. rM, �• z,rs�,�;i ' END OF SECTION 15223 :xx' ht ,�A 1 M1 wt, 4r C5-4199-00 15223-2 PVC PROCESS PIPING RO—3/19/01 I f IL 'v �,,..:e'f 4 S if:'��`'Qjti''k{.f';�hi'.,' eTs � r �•. ..' F"•�t�,x-% �.;�� .�1-. ,.?r 3�'.'�•i' � �lY ,��y. 3. i�t,i� .�.�v.ti��'� KYtS'�� " r n�b I}i .�i�tr}"�t1F2�i'i .} �, ,}, 'k 'yr �4(`t �� ( i'� e 4� a✓`�9'� 1 y I 1 � ri �'�,�v"Ir f 34r`x .3) �y z 5 `4N. .}' y•�'r t �,. j'S` 't'°'"v �'". 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Drawings and general provisions of the Contract, including General and Supplementary ;, r> ? Conditions and Division 1 Specification Sections, apply to this Section. , 1.2 SUMMARY ” A. This Section includes specific piping requirements uirements related to stainless steel process tnik i° piping systems identified as Material S1 on the Drawings. 'rf}` `'``° r, r B. Related Sections include the following: r + '' <' 1. Section 15220 "Process Water and Waste Piping" NVV„ Y,',�Fl, 4 . PART 2 - PRODUCTS CTS •;a�a��.�-��',� r,�� 2.1 MATERIALS := ASTM A312, Grade TP 4 u 105 welded A. Pipe: 30 L, Schedule d d seam, annealed,pickled and passivated. '��'�';,`� • �.,;�' B. Fittings: ASTM A403, Grade WP 304L, Schedule 10S, annealed pickled and passivated, socket weld ends for 2-inch diameter and smaller, butt-weld ends for Y °u>{ rri a ''...,..x •— 2V2-inch diameter and larger. `3 C. Flanges: ASTM A182 Grade F 304E 150 lb flat a p �� ., t f ce or to match equipment. D. Gaskets: /&-inch thick, full face, non-asbestos sheet synthetic fiber with nitrile binder, ir. suitable for 250'F continuous service. ra.::. . E. Bolts: ASTM F593, Alloy Group 1 length len per ANSI B16.5. F. Nuts: ASTM F594, Alloy Group 1, � ;'` G. Filler Metal for Welding: AWS Class E308L. :: ` IRS) H. 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''+ I''r 771 ,Sy'Y:, 7TH' ��ti < `'�'y.,1.4 ¢ { ��'1 �' :,�f'{..#�'i";�. ,••t}}t "r�.d�;:/<<F7" )t �2� L �1 1 S� r 1 ' t fit i 1 it. r t }, f ''- i t as n�;�.�r��{iii.?;�iy :�f At>„ �t� .4, tk�'NySIF��Y� r�t��,# t i1'I '`� 5 , '• 4 ..,� „,r i - ... ., .. .._.:�x. ' ' ti t t;,•...n e�� ? l��tS .Iw+�.Jf�>iJ'w�S��+}��.s.i.Ln...eiwl3ih`rt,'iFM.SN.,.,r».t.;...,....:l.+aer,.....�a....,.....—.-�...a.ti..,a.ka�••r+ff+,:n++nrn+i47eM+W.vc gs6uer�•.... .. ,_.. ......tt_'1.,... ..Fa�G:;...�.�e�.,S.tLftiiF.r�+k' k •�{>t"�� 1 iN WATER POLLUTION CONTROL FACILITY EXPANSION v.{ CITY OF JEFFERSON, MISSOURI ,*` t'`Y"`' U ILA a:Iry s� �. PART 3 - EXECUTION .J ��k�r, ?• 3.1 INSTALLATION n,. �1.Y��hJ� tt}♦p�.t�1". A. General: Use only stainless steel saw blades and cutting and grinding tools suitable for use on stainless steel pipe. Clean piping only with stainless steel wool, stainless steel ydtis� wire brushes, or other non-contaminating media. "7ti B. Welded Joints: Conform to requirements of Section 15220 with additional 3t requirements noted below: I. Alignment: Deep aligning benches clean at all times. Do not allow stainless steel to come in contact with carbon steel benches, jigs, or fixtures. Place sheet of stainless steel between bench and stainless steel pipe. Carbon steel jig or fixture ', ?, y surfaces that come in contact with stainless steel pipe shall be galvanized. •'r;; ';,F;'r.4,1Y �+)."Vii,';1 2. Welding Procedure: Welding procedures shall follow the recommended practicesL� �� '.5`' of AWS D10.4 with the following additional requirements: Make all welds using the Metal Inert Gas (MIG) welding process. All weld joints shall be purged with an in gas prior to and during the welding operation. Purging procedures shall conform to AWS D10.11. Both the torch side and the back side (inside of pipe) ,,, '+C: '° ,;' ;.; shall be purged. All purge paper must be physically removed from systems priorz`.<A I to cleaning. All welds must have 100 percent penetration and smooth lines ofi ,r y fusion on the exterior and interior. The interior must be flush and smooth, and the weld concavity shall not exceed 10 percent of the pipe wall thickness. 3. Weld Cleaning: Clean interior and exterior of all welds which are accessible. Use <`;:•7 stainless steel wire brushes, resinoid, or rubber-bonded aluminum grinding wheels }: utg which are free of carbon particles. Do not use carbon steel tools or brushes, or � .� rk,;'r, grinding wheels for use on carbon steel material. IT END OF SEC'T'ION 15224 ' jSaes` ;tt��• .. ;;•r�IlffY.rrt .. IS, �. 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').< :��' 1 s � c s 'at”- `1�,u. .,, .�tai,ws). .,1,. .s,Ia r,r#: r t :) ft'.� ;Ch;:'�'�,7}/•{''<a w'.yi ,'•'iY� u -rr�tll��tt,,fe t YU�� y. ,.:�r ,t:. +.......... ...i.,.a..:»F,:•«r«airRtn vne•u.tC,*,$tEu1Y�Avr'Yh'Aiib x:-•:n� n ,i.;.,.r,......,.......-.s ,..,....Y.+Id„-•ra•k•titrrovnrrcrayrii.,.,«.ar.n.:..:....,...,... v... s..,,.....1£.�#4wii'«tL4 a:.:i.,,�{vAr,,tfat.d?,.lA'.,rl`xar WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI �� } is7s�a�1F5'i.:trF �' t+ SECTION 15225 - FIBERGLASS PROCESS PIPING fr PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes specific piping requirements related to Fiberglass Process Piping systems identified as Material P3 on the Drawings. rte f a B. Related Sections include the following: ` `vt'• 1. Section 15220"Process Water and Waste Piping” 1.3 SUBMITTALS A. Submit the following in accordance with the Conditions of the Contract and Division 1 „ Specification Systems: {t " , .s 1. Manufacturer's Product Data on piping and fittings. 1.4 QUALITY ASSURANCE ' ^'` ,,Y Y A. All joints installed or constructed in the field shall be assembled by workers who have been trained by the pipe manufacturer in the proper joining and assembly procedures for •��u.ty.J �� c,,::.f. the proyect. ' 1.5 DELIVERY, STORAGE AND HANDLING ,�;a• ��j � of aak::q� {�. A. All piping materials that lack a protective gel coat shall be protected from exposure to direct sunlight during storage and installation, B. Pipe materials shall be shipped and stored with spacers between adjacent units to t/+ ; '? prevent point loading. t f. ert �� C. When lifting pipe sections, use wide fabric straps or belts. Do not allow chains or ' cables to contact pipe during transport or handling. S )� L.S1Nw. 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S 'R 3 a:4•#� t .'r �',, st. `f�#,ii tnf�a} ,'tr�r� :�; �i"N� '^�,` :a�'J+ti., tt, .`'. :.�ipj�aa i2�1•<a�;n'" 'rr 'y +ti.'r' a x� ?' i I � ,aa.�t�ti�.Jt` ,. '��"p rl�`''q h�d :_'XS�I•�;�'�,�ytj`e t' '+i,>�•ti.`3.:,"„b..rak a,rJ.,,I.,.+.t t d .�•. '� 3 .' r � 1. 5 .,iN�]� Ftii t�+t 4 ti �r.,.t.;.l+.r.t�.ee+h•,rr7wkrl............. ........ .. .. ...,».,_..,...,.. ..xn,n.,�,.5ra..+y-rnV,�r ,a.v4... t. .ra.'. .rL. 'i.. !!�� { }ir.� ,...,,. �..-... :..•...o-www,o.. nd+. 4 Y7:�rj�'��,'��a�j '• r fly.7•x t .:P, t aft} I WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI # E t PART 2 PRODUCTS t if. MATERIALS AND CG114STRUCTION ,�.. car•'.,,:. .ak A. Pipe: Pipe shall be manufactured to ASTM D-2996 Type 1, Grade 2, Class E and shall ; be manufactured by the filament winding process using a vinyl ester thermosetting resin to impregnate strands of continuous glass filaments which are wound around a mandrel at 35'/,degree helix angle under controlled tension. Pipe shall be heat cured and cure shall be confirmed using a Differential Scanning Calorimeter. All pipe shall have a nominal 35 mil resin-rich corrosion barrier reinforced with synthetic surfacing veil. 'The. corrosion barrier shall have a minimum resin content of 80%. Above-ground pipe shall }; have flanged, bell and spigot, or butt-and-wrap connections. Above-grade pipe shall be suitable for continuous exposure to ultraviolet light and shall be provided with a p g P pigmented off-white gel coat. 1. Pipe shall be rated for 20 inches w.c.pressure or vacuum. B. Fittings and Flanges 7;1 1. All fittings shall be manufactured using the same type materials as the pipe. .... . ,.r.1k, Fittings may be manufactured either b compression molding or spray-up/contact Y P g " , : molded methods. Fittings shall be adhesive bonded matched tapered bell and ��' . spigot or flanged. 2. All flanges shall have AN g ANSI B-16.5 Class 150 bolt hole patterns. 3. Fittings and flanges shall have equal or greater strength than the individual pipe ��u 3 JI� 4 sections. 'j C. Adhesive: Adhesive shall be manufacturer standard for the piping system s ecified and shall be supplied by the piping manufacturer. ,';r. D. Gaskets: '/g"thick, 60-70 durometer, full-face type, EPDM gasket material 1d1d E. Bolts: ASTM F-593 Alloy P Grou 1 •fl j •1.yyt9r+}�I V�'• 1 .JFf`N YI �.,. F. Nuts: ASTM F-594, Alloy Group 1 •3F G. Washers: Flat AISI T ype 304 stainless steel L•i , k ,• PART 3 - EXECUTION �r '.; 3.1 EXAMINATION :. A. Before installation, inspect the pipe's inner and outer surface for damage. Damaged pipe materials shall not be used. ! 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'f-Yat s�-Yf2��'13�N5 ��5?g t��1.��5`�.,1K "��f}'�#.�„( t•� $�. �, �. :� ��.'k . .�i'�•�;� ,P(Xp�i" t �'f 1t:,"�files''241 ,� .�rs4,�!k'/4; �11 L�ak��.k,�i 3},g,�v� i� '„r��7 � Y.4 ' ,r. q �.� t'u��t4; t+�f� tk� �Y� d�+ �� r rI t 1hi�`� 4�T� t+f{�i 1�$,rj2e `'j`�'Sp�('�j'��'}'e' ai�'�."�•�} '' i� �b a i � yh�'r e 7.{G +P�j ' t,a +! a' i v • fF '�+s, �� it k': ;r 8,.;'�' ,,d,fi;. / ( �.', �•, �.�.�. .�}. ~,'t�+a^rlR�t �.� '' }; 1{ }iN e .4P St i1�t �}r ll iaR.F ! y � 4�`� 4 .1 t,tl .h{,� rk` !' i:.i r i '�.�' (.� .. �� 9 �pp�lry:'i oaf iatat� ..ti py. !�. '�'ir a,, ( �t t,ti1?rs�f+�xt/.+RV✓Y��(R��.� .�i:� � ��,�Y�i � ,y;t ��r�4 ,, r 4�,��. ��l; a�;Fa <fk�'� r. ySaeu<s '+.I �'?_: ! •;.t.• yep �; ,„�2 :i;.t{{tl��fj�{�>�� 't}t�'�ii.�'��s'��°'p '+�d'1S '.i' , a rx, �� c J't r....., i �'t>,; �,Fn �' 1 � {x.'�.,”. h {�• �. ,+ 1 t,� y ,' +: WATER POLLUTION CONTROL FACILITY EXPANSION Lz a= CITY OF JEFFERSON,MISSOURI p 3.2 INSTALLATION °•.; { A. Follow manufacturer's written instructions for cutting, preparing, and installing piping L., ,tk a7k i 1, k'a7 sections. B. All changes in direction shall be made by use of fittings. ku kit r. t ,yr r4 C. Use standard or reducing tees for branch connections. Use reducing fittings for change .> in pipe size. ,aF b D. Apply Pi g mented g el coat to field J oints to match piping for above- de outdoor PiP e. END OF SECTION 15225 E10 5,y i rtt iN t5' �D"i 4. C5-4199-00 15225-3 FIBERGLASS PROCESS PIPING .4 f RO--3/19/01 t 4 .I Y t' ,� ¢i• .t i ty�,t' t'�75:a� '� ^�p. , � .f ` + f R �}' ,r R r4 TA,f 7 a �� 44'��.r+•l�r �° a ',8 r �� at''yB*•. `{ t y4av?i^�4i?f }e � u. i •'?,.kr}r `t�' t t.i,?f' t.,..fr ,r f4 .f,7 •i. y7 t1• s4,1'.( t.t-'',t, '4i ( e.., r,r..'j•.:,`r t{. f,., J..i. � t .ft r:F' S. r` t, ti ,( ,K'f '"1 {{��P` `� :J! :{,. .� .� . '•:� {.i !t .a efr ''t( l:' �!;i 1+ ,'h :'�.. ;{ n, ,. .,s•a t ka{..' .+�;, �,��; .7j[.Yr..{,�. �1�. 'l f(i ��,{ M.. 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'' 4 r?i .}+ ' r , :'. '.t +.e j, :y, to the r•i; :ag�`s+� Ii•11' :r ..,? L,},, ,a�'°F`-1vi'Q'rY.,r`r�'" "' L: t7•S�(}:?! r .. ` !, t r .r J,V,•�rtv*Et tr tt1>, .x..!'lY, Mk �t•. ., •�r' FQ�{t+�1.+�� ;s�.l�r �+'1'jS `"rj>v4� s:.� .J +-<r. 5 . .r' + ,r''' } � J t; e,t � 4sa}�Y.0 ' r r' to�'�.,1,` :41 i'Ce.�.r,'-'i.n1f.E1...1.aLtt::.9.is'�'.��:�... ,.". .. .,. ta ..,,r.......7.:::....._.,:.+:,va+�h+A:••v+`'+r'7W?lh+efz*v.,.m+•a:..,i.,.i.....,..: ..__ .. ._.,.<lv;wn +av,t..w,t»sv,...,a..:.,.t...:...e.E............_a... ,. .tu?,f.;.:..r:S+ti'vy'��,xiv�lsL+SLL`�.�FSr: �'` v ,f r i r fdfv,i. P,. . PS WATER POLLUTION CONTROL FACILITY EXPANSIONtt ? ;g? }}_' CITY OF JEFFERSON,MISSOURI •� e��5�•t^�:+•.Chi' i`�, 7 T'� SECTION 15229 - PROCESS PIPING EQUIPMENT&VALVESs�;: >;Y'y;;,: f .^ .>` PART 1 - GENERAI, s '4Y ;<"F 5�r:r 10; 1.1 RELATED DOCUMENTS .,. A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. Y ,.N ':1 1.2 SUMMARY A. This Section includes piping equipment and valves for process piping. Specialized { valves may be specified in other sections. The requirements of those sections shall take recedence over the general valve specifications of this Section should there be `Yv^r `u�* f , P g P �^��N' •, rar ,; a'�•'�! r',�: r'iy ,fit u� I, 5 differences in the type and material of a valve specified for a particular service. B. Related Sections include the following: 1. Section 13445 "Electric Valve Operators" 2. Section 15220 "Process Water and Waste Piping" ,` 1;•;'tt•'�•r,.r.r ;t','s ta?' fit, '« 1.3 SYSTEM DESCRIPTION t;. A. Piping Equipment Nomenclature: tt " tv>; 1. The Drawings show the various pieces of piping equipment by drafting symbols. ,:IY These symbols are individually identified by a Piping Equipment Designation. Sr Identification legends are shown on the Drawings. 8,� 1.4 SUBMITTALS r' A. Submit the following in accordance with. the Conditions of Contract and Division 1 Specification Sections: 'u✓�tR, lit , I ,�� - I(�{4aftt'� 1. Valves, Backflow Preventers, Yard Hydrants, Flow Indicators, and Pressure Gages: Manufacturer's Product Data, Operating& Maintenance Instructions, Parts ; ' Lists, Manufacturers Product Warranties. 2. Piping Components (compression couplings, expansion joints, flexible r1 connectors, hose couplings): Manufacturer's Product Data, Manufacturer's 01�111`1- Produc t Warranties. u< U C5-4199-00 15229-1 PROCESS PIPING EQUIPMENT RO-3/19/01 AND VALVES .r t, : •'t'^-t tr:„-,,-.z w^T'Y"t'`'X,r'*,7�s!trw^. •wty r�, .'t. '� •5t et;lb'.•1`•,`til`•?�`'.'' ,S.fr 1 Sr „j�t �;i� 1�Yll { r#,� 1 t s. 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('z i 1; i,} i e �' l'Z1`f.4`.i��S-��jr,.�,P,'1 •tft'�';1.*��`S ,%.. �:,,,j1�'r 1 rt�4:: ;;•J*,i(,fz•,.`.�..A" 4 ,.14,.; � f';{ ., t. ;t' h z :, _ f. r: _I }F .fiYlt y� �' r .f 'ta'+ .*. !.g ,rzt,.'�• 7„,ki.'•}�.r,� •'�r:,�' Y •i i +..r{.. i t t: � ( ` e f ,e,,t',t„>;.,' rr'q `�1`S�"a�M1'i `•' ;' �i yst�,s gt �{{,��fe,,},;�-`f f.f '''t..yF.. .t �.(. r .:a`: ;i i• r S� ri :r..>t, {.%;"tY i.�". `af•rxG.�� T t'�t tx..g" ` 2” l � V'yvrr. x f}+t�• �,La..M�.,:,ii.�'+Uiu.�+EA='ri'i+n,wr.zw•hv.�:ii..w„vaf:.w.,...L_.,....u..,,..,.weraVtlri{fzFkoc2RY„r*rr;•'�^22.ma • „ ..t ,., ,,.'' ft.. .,,,. ,�. ,✓, y..r �., ,,�y,r T, t�� /�WyulL'Li.r{r... S.e..a. t.��._...,. �rYwratftvvr.z„l,i;..,., ,... ..,1.. _.. _ '.,•,a,Ja..«.u'� �y��+f�'.�;r�yra� s r WATER POLLUTION CONTROL FACILITY EXPANSIONw�" �'�4t'' CITY OF JEFFERSON,MISSOURI 1.5 DELIVERY, STORAGE, AND HANDLING 11 A. Plug or cap all open ends of piping equipment and valves. Remove protective covers immediately prior to installation. ;y ,�t ;'f-4 ( 1.6 WARRANTY A. Manufacturer written warranty agreeing to repair or replace equipment that fails in , r materials or workmanship within one year from the date of Substantial Completion. M' PART 2 - PRODUCTS 2.1 GENERAL ;-t { t .. A. Specifications for the Process Piping Equipment and Valves follow PART 3 of thisk ffF r.• y Section. < a . ' 'r 2.2 MANUFACTURERS t r�:Y.y� 1g�+•Y,� ..r�il��Y�,'�\ :7,+,it• ' rG f1x�Y, f'.r..M1' ,'3,7r,saw ii df A. Subject to compliance with requirements, manufacturers offering products that may be incorporated in the Work include, but are not limited to,the following: t4 Piping Equipment and Valves: See individual piping equipment• and valve specifications. ' 2. Valve Boxes: Mueller Company, or approved equal. { ` 3. Floor Boxes: Series R-7506 as manufactured by the Neenah Foundry Co., F-5690u7 . .� type by the Clow Corporation, or approved equal. 4. Floor Stands: Type 112 as manufactured by the Walworth Company; Nordstrom Figure 1 as manufactured by the Rockwell Manufacturing Company, or approved ;r diGgr; 4� equal. 5. Chain Wheels and Guides: Stockham Valves and Fittings, David Round and Son, ' Inc. or approved equal. 2.3 MATERIALS A. Castings: All castings, whether of bronze, iron or steel, shall be sound and smooth, without swells, lumps, blisters, sand holes or other imperfections, and shall be made in " accordance with best foundry practice. ' 1. Valves shall have the name of the manufacturer and the size of the valve cast on r ' the body or bonnet in raised letters. C5-4199-00 15229-2 PROCESS PIPING EQUIPMENT RO--3/19/01 AND VALVES ii aY' 'c. �t:'N'.. }�'`thi Y�,rr'�r .z {'�,' ,jt'y1,o'Y�.Y ::s;t,:Yh�rt,°:r,nt �t '(.�`• i'it $ ''gt,..^ t,`.��,',.,.(„,t`,kY,t'M •,::''r" ru' .i '''r •- d sic ,rn. t1 '4; 7FAwrriM. yu.;'1r�,i��r;�ip4t .4f�+•3GP IrhfJk,r,,�,'. .f1 .�.rit dv.c d,r,7 il "7,.,:.x'j,A, 3 L 9 r `+ 7 .k,'}, ;7`y� a fir. .,Lq 1,�`c.� Y.:d'?'i� "' •i! `, "i ,a ;zT ' r:l`=7r.»;(} , f ��':;i ra;,a'(,' :'t> v'j�ry,7 'rr`-iv�A fiilL,.,n k�7'`s' )7/^• 1 1, Y� !aF .� §n�. y� ;Y� r Y';f�3rt� �t r� .�)•"..5'.,iiyl.i;`�ti}�u..A. ..,�c � r ,:ry 1 t� jvs x'4',r" �1 kry"x',. 4 r �tT� � ,rJrt t ,{'. ,tr 7 .!' �� .� .wx 41�� 7[91'i i� 1ih.r�*'?:3S i 1r sj;, �is�f yl k- fa .1 }•k,,�o .r t..,h.�'Y}n' �`�1.}i', t��` >" � ,tt 'L' M1 t /"' ",� ..YS,rRt,!k S,'�� ' ' fNy':�ti,,. t t,F t,(� �y .r .$\ {tk.ptr'} .�v>'trt g `1 4 d.5 1{ r,,d f-�,:�a�t� 1 } ; �t ':xrltief "".dr•;',} .��: B`'r :+k 1 }(.}iy'3fA,(R :•;7 ,, �,fy`�k` J#.F, Ytj,.f f-r'd.}. ,.•Oi< y� f, z U,N-.fz.a 7}ty ."i 7 }'[. r(t wy }:ist • f i `�'�i'itA''r� 4 O t�?• ..r Ford� ry�i S,.�,,'Ty {M 7 (.^S;'�!tilk t r '��`f{ t... �, .,•WG'(.3 ti 4 tt ,t ,� bS, v ,� $ e•nt ht`zh v u.y, r r t rt .x 1 f i:., y�f j � i `�� tf,.4, '3A 4.� xl r 4YY. .i.Qx•' S � ti ,4. 1.i !1<'t.1. .�'... 3.� 1d 'F4,. r'S-y`•, �!, tpp 4^� t!r!',4 r3 tF: rY C: 1, y',.,S7S i,•J;'r:9�#.1{l,f. s.4r ,�-tt:{,l rn >z ,• i l: } t!<kt Z'. ?'g>`r:"r�,*4,' ia.S jgyr a •Gdt' �,�' :{r„yrtiy''.';r. ;��x a {�r#,4,FK'r',�;"u �t t,;�s z, ,iti}F-tf3'!Y � ;:a Ft�r z ,t f. r.¢;.•-,fH,.zr{,;•, }d.j,. ' - 1',.lrt rYy 'R1'f�y��{YC!��` ?�I r'y fit, ?l 'aF V VrS `� .;•.t i��t, dt a:5 t h ,r ,r.c{ .t t i � .,. .t'.. r _ i'g 7 .5, ud (t T��t•ti.�''ir. � ' r +� ,�r�l v,t,t� .,.f G _ 'qt.,: t! s } .c ` t a .,{ 'r: - ,.`'t�. .t3 rtd r.. �� v t .,! Jir �rt �N y' .t..k�Y.,�. A •1 , �1 ' .. Y- t SY 'r�•• t r{: . . 't ' r " �r `fir� `fie'��5:.,�.� #��n,q�l(y t v+ry .is' �4 i.s ji[}:'- +"`t,�n .4� '� t. 1 -.4, r �.s �''<§z` �'�!�•y?S"p� �� ,1� ,r�'1 Ate.. r�l.,?:{+t:. 1ST/ , '�-;t'.. s. t rl } ^n , t ;t.,,: ..,.t'ti.it�+ r �k�}i �i,"...�.a•Y•�y`.'��'t��"•r �i'' !� �,.7;j`t.r {4,k,{i:;r;�;` '.sdfrir.?u;f''i ,•, ,a, „� !.' ! S ! :.r r y,,.: 'y >,.t'�'r:v';:,'}Zr,r7; xl aii��<+T �'��., (y'„,xt4!' I ,{ t � ,:I. 7': r :.1': �.>x+..4v V Ti,�•�t:.'�r lrg,�� ..;![',,x. �Y ,�.yy�i+'��,.,»'11y4'n"'��f�'„r+t j. y ,y'' �' i ! ' , ,. )t �". .l(t))' �' .-•'',t ,�,.{�, ,i 'r, F'+•.. ,,}i 1, T , I r x � .:a� s t!` t)'t't,f..U. ft"Y�3;c!•'�ii. �K�. !y •f f..+i'4'^.'!t "r;'?�"? ; I „1f ',E,,.;. ). �' 1 +. r r t r h t 3';'i,yAR;�^�,7} Fy'•,t ,r< Fri¢ c °I{{.4•t$ ft`"SY ��.t ( t• t '= f WATER:POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI B, Unless otherwise specified,materials shall conform to the following requirements; 4 1. Iron Castings: ASTM A 126, Class "B" s 2. Steel Castings: ASTM A 216 ' 3. Bronze Castings: ASTM B 61 r 4. Stems,Bolts and Nuts: ASTM B 21 Alloy C 46400-HO2 t 't�"' f 5. Stem Nut and Yoke Nut: ASTM B 584, Alloy C 86700 { '171, .t 6. Stuffing Box Gland: ASTM B 62 ` i 7. Bushings: ASTM B 62 1 �s r .1 2.4 VALVE,ACCESSORIES " A. Valve Boxes Cast Iron or Ductile Iron): Valve box assemblies shall consist of a large ?h,'•'`'' ��`` r` bottom section, pipe extension pieces and cover lid. The lids shall have the words �,�?:ns�;rf,�l`. "WATER" or "GAS" marked on them when used for valves on water or as lines g respectively. The cast-iron valve box assemblies shall be the sliding or screw type. Valves to be installed with valve boxes shall be furnished with an extension stemt ; v,�;, '; ?, s and operating nut. B. Floor Boxes: Cast-iron floor boxes, equal in height to the slab thickness, and furnished with removable lids. t� s, C. Extension Stems and]Flour Stands: Cast-iron floor stands with indicator, suitable for the ['�•�:�h;-r_�r_ service intended. Extension stem brackets shall be substantial, adjustable wall brackets. of :) A. Valves to be installed with floor stands shall be furnished with an extension stem. 2.5 VALVE OPERATORSYxfir�'sd,:zt t.j�,y E�{•.�r�,i•jilya. A. General: All valve operators shall conform to the specific requirements for each type of ! valve and type of operator as specified in this Section. Valve operators in general shahs ,r4.s A be designed to provide sufficient torque to open and close each valve at 125 percent of the rated working pressure for the valve. �1�11�t . r> B. Hand Wheels: Hand wheels shall be galvanized and of the size recommended by the valve manufacturer. The word "OPEN" and an arrow are to be cast on the rims of hand wheels to indicate the direction the wheels are to be turned to open the valve. Hand wheels for floor stands shall be not less than 14 inches diameter for valves up to t 6 inches, and 16 inches diameter for valves 8 inches and larger. VZ C. Chain Wheels: Chain wheels shall be cast iron of pocketed or pinned sheave style, and r,<,.,f ,:;'4� �>• shall be bored and key seated. Bolt-on or adjustable rims, or Babbitt wheels will not fls.•.'. rs� ,• ,ts',,sr C5-4199-00 15229-3 PROCESS PIPING EQUIPMENT ' , A RO—3/19/01 AND VALVES t r ' f -7.a�.-w''Rw?rµR".:±';..,r*^ .,t°Ct, :iif.,"."! 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(: , �.{.rt. ..fikti:%'ev.a�j}-,�t,k;� .r..t�r t-. �r g s y �?;.,Y•�fi ;�`� fr�:.1�x;n3}.�hY s M15 t +t '`, r r i ,; i }s �,.,'. �t t ,r { +++ti ilt�f: !. R+}}L',t`•�{`I�,I�S Sr.. �,.- p �t. (' 4t1.•F,,,'+'1s:. sY`�x:H''"Y,it`'•A.{.tC�, :t:'f !. •t l + t. r" .k t �'�''r:. `�M.`n` C�'.� t �`� ?• �r,:S+ 4. , :-1��.ffs•�,,.{+,�,t�i'gyf.=:�4i ..f;f°f, 1N;tS � rt ° t a t t t r `;;ilrf ,a�7n"Ilt,rf �tE . ,�. .`i� y..s t F �+,"�r� t �� :.a r1 1 .P f' 'u.._ .......,.arN twrn�Pa::eta!Ha.xaew.YLtKrfSV+r:ttnA+rs.c.v!l-w,. ».._ .. .. .»R.......>.,«...+.r..w+r....V �� t� >t•L� %.:W'+L+ 1..:+Y�.. "33,,. -sa..e...i4,uw.+,.•Jlww.vc�.n,:a....- -.,...v..,.�..... .... ir.�„^y'1.. s 4�' WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI be acceptable. Chain guides shall be brass-bushed. Chain wheels and guides shall be `F'{ � �' r. { galvanized. ; ); sn,.:,• 1. The word "OPEN" and an arrow are to be cast on the rhn of the chain wheel to indicate the direction the wheel is to be turned to open the valve. .� 2. Chains shall be heavily galvanized and shall be of the proof coil design. Chains '( shall be of the size recommended by the valve manufacturer and of sufficient t ' .;. length to extend to within 5 feet of the floor. i f D. Nut Operators: All nut-operated valves are to be furnished with a 2-inch square wrench ' nut with the word "OPEN" and an arrow cast on top to designate the direction the nut is to be turned to open the valve. aF r it %1 �:iS'7 rJtSi'Jli 2.6 FACTORY FINISHES I A. The interior and exterior of all underground valves, valve boxes, extension stems and x;., , }• ;:t: f, t � J S" t�k irk r fittings, when not constructed of brass or bronze, shall be painted at the point of manufacture in accordance with AWWA C110, Section 10-9, except machined surfaces,which shall be given a suitable coating of grease or other protective material. B. All other valves, when not constructed of brass or bronze, shall have their interiors painted at the point of manufacture with the same coating as that on the inside of the line in which the valve is to be installed. Unless otherwise specified, all valves pipe exteriors, extension stems, floor stands, brackets and fittings when not constructed of ��',sT�.�,„��,r;,,r• brass or bronze, shall be cleaned and shop primed with one coat of paint, as recommended b the manufacturer whose paint is to be used, and in accordance with t,�'' 1 Division 9 Section Painting. 2.7 SOURCE QUALITY CONTROL ht when tested A. All valves shall be tested at the Dint of manufacture and made drop-tight �/ !�- •t�tF��( P p g under hydrostatic head in accordance with the latest AWWA specifications for water ;'C ;4 valves. The entire valve assembly, in valve, operator and integral controls, shall 4� be tested. a: 11 PART 3 EXECUTION , kQ� �rP"j(11 i ' 3.1 EXAMINATION a A. The Contractor, in preparing his piping shop drawings, must be especially careful to �'r 7 allow ample clearance for valve installation, operation and arrangement. e C54199-00 15229-4 PROCESS PIPING EQUIPMENT � R0—3/19/01 AND VALVES ; r 7MI�F', 'fit' }t"in 7 p a} .y. t �4S � `.ap� ilk rr r,fM1 i'R 't lilt, }�Nn. i+! :{., (. 'f. J' ,rv,+ ! i�...'� ^E' ,",,a{.. 9�,t)�`i+!a.,r.:•ri � �,.�}.,I�Y+o 3 rt i t ::'1' r' .,'fi' tS "h' 'N f.�NOt ��c (,��"y ; s +� �*;t�,,-r4 S :3r`rl...J`i,�} ,.{ �l ff,»1`•>tr a� ;t'.y:` r'rr t�q°Fs_:.Qyild;+4+"t y, t3}j ii.`.r tU:r.'h sj r ;dt 1,. fix. 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''a4':,"'S'pC.rs J.}t�y� �3' ..:cr .i ., i= ..s .r� 'G�. }:bY.li•S7 '�''+\",�,":'�!k{� �',g fi ,s�,A ��`�'t"k3 +=�'4}}`. t {�i}1 :C T 1 d.; f , j..:r �r..�' .,:yy' �!�t�1�14�i�`�rv.Ti4."•i sts"• ' P AWO .'P:.,.(_' °i } ♦ f s.. . .. .r.,..,•..rh ... ry .. t ; `t ,>a•,.,':tA ,; t+`�. iJ s{'S t,,,k L....,...:u.,...�w....,_.»..,vl +rw.. ,.• •.x:. .....r ....... .. .... ....::H,.. ,*vn. •.M..,.n.. ,..o, ,.,.._ .. .. ,.",1.a...x,a.t:.rv;:d.:,,„�..,....xErc:,..., .yl;t�'.: rr,,jtiyf�,Z•'Z`1 WATER POLLUTION CONTROL FACILITY EXPANSION '• CITY OF JEFFERSON MISSOURI , 3.2 INSTALLATION tsft 't:. A. General: Follow manufacturers written instructions for the installation of piping �.`u . equipment and valves. Install flanged, threaded, socket, and welded joints in �a�`'x <j;t+ � ,.. accordance with the provisions of Division 15 Section "Process Water and Waste � �Jtf;a; Piping. x B. Valves: 1. Gate and Knifegate: Install stem in an upright vertical position unless otherwise f shown on the Drawings. J 2. Butterfly: Install stem in the horizontal position wherever possible. , 3. Globe: Install stem in an upright vertical position unless otherwise shown on the ") Drawings. Install manual globe valves with the pressure under the seat. R x t P�' 4. Diaphragm: Install stem to form a 15-degree angle above the horizontal run of _, :,#<,;` piping. Position bonnet weep hole to face downward but away from aisle or f i working areas. fry,v C. Valve Boxes: Install valve box assemblies on all buried valves. Cradle valve, and ''` r, rtiry actuator when one is required, in concrete. The concrete shall also support the valve box. Do not allow valve box to transfer its weight or surface loads to the valve or actuator. Locate top of operating nut between 12 and 18 inches of finished grade. till t£i�y7 xtS6F{t,a r m W—N D. Floor Boxes: Install floor boxes where required to provide support for extension stems of the non-rising type or to provide access to the operating nut of valves installed beneath floors or slabs. k{4 � E. Extension Stems and Floor Stands: Where called for on the Drawings, or required, hr" { .:;;ss` .. , install extension stems and hand-operated floor stands with indicator. Locate wall jai,; ,,. brackets for extension stems in accordance with valve manufacturer's recommendations, but not more than 6 feet apart. ' MMnI i{ •' F. Chain Actuators: Install chain wheels and guides for all manual valves located on ' ;.;�� ` az piping with a centerline elevation over 6 feet above the finished floor and at other i locations identified on the Drawings. Extend chains to within 5 feet of the floor or :tx 1 foot from equipment. Where chains hang in normally traveled areas, provide "tie- backs so that chains can be hung out of the line of traffic. iwJ G. Pressure Relief Devices: Relief valves shall be piped to outside atmosphere if so shown a s' on the Drawings. Relief valves shall not discharge above or towards electrical ` 5' equipment, working areas, or corridors. , 'q�rrr r. H. Outlet Piping: Route outlet piping from backflow preventers, air release and vacuum relief valves, and pressure safety valves to a floor drain if available otherwise route to floor. C54199-00 15229-5 PROCESS PIPING EQUIPMENT ;r RO—3/19/01 AND VALVES .t •Y?i�?iC :r. i <'�r ,t('. +.i ,ti..3c• •.u' 3' rr i r :Y'. 7! i :t r r,,: '`•: u'',, tRn I .;., ,�' .4,.,'v:�i� 3t�'X'+ n�;'�, r.�t� � 5. '•• (. r e :+:a' 7Ji' .-t „p ;v .,• ;A::,'.S:'1 ,.a 3 r 1,.Y;,:t'S:fir.. p. ..7?'..<n f" .:},c. c, f,. .y, :,� 'srt"';; .. �• P t .,4 •��rr� �V:. ?.61k.,r.. ,r .,y r i�:r. c ^:,.. ,S ,,; r t r':. t g'<'.c•� r.xt,.7 i � :•ts:t.Y� <t. ..,+a^• ':v rU�..�. ✓a �; ��, r� •t f.�..:f .r.2 t ,i,x t. t•; r •,r. t., .1.)t,ts,.t„ _n. 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"�., ,i,:.d.'r '2 i x.'� ti - J !, r (.'i q ?�1, .?i r. t:r4} 4�>�yFs,=f�1'!7t•,`-fif.i',-.��*5 r Y '''F.S�z�'�'d t'Si`•fr't„` stE' '• x:;r�1t•,3'.;,:, -.z`s i 5. C. �,t;�r1�,'fi.s..,xr,'7"?t`;r" ., j`� ,�, Y +r ','�f+��. r .. `i.a stri�t,s ( .r:r�:{.,fj rp.i , i ..ii + .•,. :;7 }!`.l•. fj } 1 rT i^ ''.> n.. r r, i h...�, • s, n „l, '{ 'R�.y�.,�yr5 .�• „N Jtt£:t11.^it•�,t'M1r•• •:it i i ;`� ,'. ` S .:t �, r' l� Si 7, r �.t t�rmt.'fiy:.i ,.4 ,r \ ry :::� }:dlt ,.jl'� 1 `t ..X:- 'f: ,1 •a'A,k�;�•;�,':•„4S.j�a41r� '? +�}�y,:�'ir. A4S,�:}l��v'. :c• �•Ft,. k'is�{.0�;�� !� N�+F4 Fx t.:y. ' rJ� .. � .� ..ttf>f h.zi� ft'.vS,,�'%`�i�t�� `.�s`'s, ti: � �.fi��Ww' �. 1y 7,.irt S1r. .} .•r ./. f F ,r 'SJ}Y'.f1 f.9.ji4�,:�i�it�'��5.r idJ"•:;5,�. y �..s -�� 4'.�'f'�1� G�f,.ti,i,r�; S;i,2. ,,s f Gr. i( S t �r •.IJ "`•�t� iSi....1,.].,'� r<,'s, ,�#rfi,t ir.. ,Mai YCfr i�i< r k;< �s,� •Ai F fit .. "t� }1' a ' 3�` :,L�,.: lyy�j t�3Y r^��i,.,. .,a��=��.Sfrt t1,'.,tx ;� :xt.0 nr ;,.tl ,; ; ..» rr,rrw.kn.v�A.d.ha+.i�.ic...,:........:,.. .r+....... ...w.t...+.:y....,....,..•..:...r.rr..,.w..r...,t.•.wW+r.��.tYUII�tYItM•1�,�A� r`t'�5'rw y t l��",�t{'1 r:,$.�:.«::Sw.a...�_'..`J�:,... ............:uaw•aw.wr.,•.r.,.w.w+..._. ,.. . ,,... � !�'a��a��i d�!C tl. WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI c I. Pressure Gauges: Install pressure gauges on the suction and discharge of each pump at the discharge of each pressure reducing valve, and on building water-service entrance. i=��.;.,;: •, . J. Flexible Connectors and Expansion Joints: Install control units on pressure pipelines not 4x anchored on both sides of flexible connectors, where excessive elongation or compression of the flexible connector could occur, and elsewhere where shown on the •r�;�.�. �'� ��;: P Drawings, } VALVE AND PIPING EQUIPMENT SPECIFICATIONS BFP Backflow Preventer: Reduced pressure type, with two independently-acting spring- j loaded check valves together with an independent relief valve located in the zone be- tween the two check valves. Bronze body with stainless steel and bronze working ;T.x'�j1r.+.;i�.k f` trf 11;155,`"'` z- parts; EPT rubber, Buna-N and nylon trim 175 psig maximum working pressure, f3. 1}. S u�i .� 300 psig hydrostatic test pressure. The assembly shall include ball-type test cocks; tightly-closing, full-port resilient-seated, ball valve shut-offs on each end; and air gap ' connection for installing a drain line. All parts must be replaceable without removal f i of the unit from the line. Size: %-inch to 2-inch. Watts Series 009 or equal A`X 'r ' R .Y. �;#r '${gr`SY). 'r•,1 ..t' 1•••'��j'4 f'�'e, CC Compression Coupling: Cylinder type with two steel follower flanges, one steel or : :.r `%` :. + cast-iron middle ring, two molded rubber gaskets with rolled thread track-headed .� high-strength steel bolts. Use Viton gaskets for high-temperature applications. Z, .."'t;'.;41 '''_r; Dresser Manufacturing Division, Style No. 38 or equal 'fs }{ : >, nN I ^ . EJ Expansion Joint for use on low pressure (aeration) air piping: flexible rubber spherical .� suitable for 250 F continuous service;ex expansion j oints with reinforced EPDM tube ct against out- single sphere; floatin g g alvanized steel flanges; exterior coated to prote i door exposure to ultraviolet light. Provide control rods where noted on the Drawings .; or where inadequate support is provided for the piping on either side of the joint. Size: 4 1-inch to 24-inch. Proco Series 240 or equal 0. 'e EJ Expansion Joint for use on water and wastewater lines: flexible rubberspool-type ex- •{:z: pansion joints with filled-arch neoprene tube, reinforced with fabric and steel rings; integrally-molded rubber flanges with galvanized steel retaining rings; exterior coated ' with hypalon paint. Provide control, rods where noted on the Drawings or where in- ; --� ade uate support is provided for the piping on either side of the joint. Size 1-inch and q PP P P P g J ' larger. }° Proco Series 220 or equal :�': '�fi< .. `{•Yak. •4 s' C5-4199-00 15229-6 PROCESS PIPING EQUIPMENT RO—3/19/01 AND VALVES IIY: ...r•..-u•;• Tt ., .r,. ... ,,r:, ..,,r,,t-.w..,,"s,nuw' ,.,'+'tty",1 fiWt., �W,. i' !t t'Z ri`��.it "'at f�a•7` ,s i•x f s-},t •,. �4�gs7,d�a.,.;},ri.^,.fir,b,v�.M'�Sy,.`}t•a.,r1 d�. i r.t' .tit 'tf 4{ tr s a r 1 it y 1 t ,rrr �' t,.i t tl 'r5 r,i •' ,a. ,i,ly. ��F�,{-,,✓��.kt 2 +� .. .,4 �.S f7S(('afi�f i” °,.'Sa'. .:r,. �.1,:t h a.,+4' a.- t 3�1t i^a:s. s,, n / S{. ilYr r + i ,f r. r"�.. f Sri ,�r t.^�r. '3.1 k• ,p v} jtfr��M 4��.r:lY tF §y,r: t'✓{ijjy .rt ,1 .rs`.dr` ;tf. S :S::7t.'k'r ? ,1 :1 t. .� tt' ,[' `r 1':!,;'i'. , dn 4'}::4:.,. �!-• ;"a �SrT �. •Z'.1.t5,yY.M,.•C'.�,:elf '/r.``S'1.�,:,yi i.�l va I.r4. t.�t�d: 11I 5{ 1.,. r t.1 r r r ,:��..a'S?'•', `s� 4x1 .p1 i''jp. �;`�e . �t { ''�[j� •,. ?�+e�r�i.L�{M"-};�' ��.tts'.r x ��:.}(�, ,f� 'c1..y �fl. 4{T. .1. i .`P'r t�'� e: .!1. 1 1 [ f.r 1 Y:s ,.J � fs^tix1?�tf.1 �,rd."'• a., ,S!'x .� +*y;p,,�t�i ,{{�y"i`�k�sr�{+'jwi,_�:��,gCrair,'�yJi'`f�z; M1 �,.tr'tvz 1� r.$l r� �,rt �.{; :2 q ,tin i ? y 4 �f+ f ��r� �:r.•.Sra. .��.F.ri�.yr,p;'�s<% � !st',ttyrf� �a`S^�{i 45•.� � Y 1P/ t �3tr..Jt}`r t < kS�,A f s�2�� t r r .W x t,J 5JL c,,ty „t �'i�;{,as�•..(• ,,'{s,. �. `.� r .F•. 3'�kf,�C t rr t ✓- C 6/' � t r�fycr .`,7 r? , s s t r1 .� .$�f�,J�"`r`Y•fi,K 8 ,� + a' t+G Y Kp,F ,+ rv+r :{y.Fi.�'' t, sir. ''x4 •1 ,iP l�rt. i + n 1.,c �v ' o -w4Wtlg� 'r .PM st t�715'�. .•,:' +� � t ..s +t ,4 f int ?j��2�r .��r;,}5A '!},,,a?>£�5...::":tom (t•xt;�;tip! sn.�3 .;1 ',++ .. c.. 7 , i ff x�.r. '+. t�ISY ;ns S„Y�+,i+�� r .t'� ,��:�'.�ay.a t. .�t'::r t A y, �� k .l,j�S f''. 1.,ril. t t: 'u':: >rte • r}.�t 4 i�.' g.^ , $tt d. .L r 9i,1,-.��tp :i{3:,r �. :yf k ';"-i..•rr', y,k i .I.. ..ii. 1 r. ;{ltt�4�` �}��}�;ri sr:•"'7�.�..{�1. t,t ��' {-,`' r Y•`”y, t. .�,� �.t r / '.tt... �i.�._ , t -+3. ..f. s,� .+15"�,i.. ;if�r'`y�t�'�"t ��^ !`k''': i,Aa .a�:s�• }.< �.: .fvr.�� i 1 y,' 1. ,E:,' :�' .,4r1 n, y'Lf?:{lr;7tf;5;vd'c.: ��.}},;;�f- al. ^..;rj S:J+ � i��,rj�,C?,�t,L'SIfS.,, .4.' ( 4 ('.�'. L{ �.t{b , f' i.: .. .. .. e. r9t •. .. i ��. } tt t;S'�y t,,Y. 4tr,�Vxit 11 :{i \ n� '1; M41 ai• :r r i�t ;�'^''�"fWP `'t' t't.s} + t' �i `,t, t -i :vi i ('r}�",'Itajt,,3'fEi'A'h c;'Y -{,,, fYf. rlly�?�?h'tr�i' �>7�t��,:�,,.yr=4 �,;..: ! � t i '.t• .,`.,l .t : 'C{',et'Jdr4 nb'ge��t}�'p'' �`-} ?cffq� �.5 'i{�`. � i:•'i'�� ,t':.} t1',i�u.;r yi;f ��::, a if .. - 1, i.: r;.. = �.ss'. tit .SS.,I,"t,'4 )yy �y, +,;R1, t r f;i; t , .r or' tY.!•7 t.tr ,y.:» _ i i:. J•,#�Jl s: t 9' I . i!"'`rti�'i;~x)iwv;+l.'zJe.:6.srl:ati,.w,«...,,.. -..t.__.,..,. .. ...4..._w....,.....i:.......+,.., rwri''+"rv?r '.:^•'.+ ..,t ,.,,... ...........r _y ,h..r »sr»�ait.tes+n;imyttR o4t xh!!.rrrtMiru'rei•>w,.rwt,t.:..., a t *` WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON MISSOURI FLC Hose for SBR Drain Pump Connection: Textile-reinforced flexible PVC tube and k> ' cover discharge hose, 6-inch I.D., 150 psi working pressure at 68°F; with MIL-C- 27487 aluminum hose shank x quick-coupling female adapter fitting on one end, and r hose shank x quick coupling male adapter on other end. Provide three 50-ft lengths of hose with adapters. PI Pressure Gauges: stainless steel bourdon tube, stainless steel movement, baked-enamel s` "�`, i ; ; : metal dial,balanced pointer, 41/2-inch dial, /s-inch NPT stainless steel bottom stem, k I percent accuracy, overload stop, safety blowout disc, filled with silicone, weatherproof r-,• black fiberglass-reinforced polypropylene case, complete with factory-installed and calibrated stainless steel diaphragm seal, cleanout type, with '/s-inch process cannec- ;'; tion. Provide with '/x-inch stainless steel ball valve for process connection. a y Trerice 450LFSS or equal ;rur:: CI I I6. �i,:'�k Q Quick Coupling: aluminum 150-lb ANSI flange x quick-coupling male hose adapter ;r, , : ; 1 fitting, with aluminum ca and stainless g, p e steel chain; meeting MIL-C-27487. Size: 6-inch. OPW orequal SV Solenoid Valves:s: AISI Series 300 stainless steel body with Buna-N valve seats, NEMA Type 4 enclosure Class F coil with manual override operator. ! ASCO Parker Hannifen or equal VA1 Gate Valve: furnished with screenings conveyor equipment under Division 14 Section " f Screenings Conveyor/Compactor.„ 'Pill+ VBI Ball Valve: type 316 stainless steel body, pipe ends ball and stem; TFE seat and seals• ' NPT pipe ends;vinyl-coated stainless steel handle. Size: h-inch to 2-inches. ?='} ' Figure Worcester Fig 4466TSE or equalrf . r EftJ��i. +'{1(}{}YY•,tr'.i•>Y*''t:::Ik. VC1 Check Valve: double door, wafer style; Class 125; cast iron body; aluminum or ductile iron door; type 316 stainless steel spring, pins and bearings; EPDM or silicone seal suitable for 250'F air service. Size: 2-inch to 72-inch. Techno Check or equal VC2 Check Valve: swing check; cast iron body, disc, and bolted cover; bronze mounted; `n spring loaded, or lever and spring, or lever and weight; extended stainless steel hinge shaft with stuffing box and packing; Class 125. Size: 3-inch to 24 inch. `' ' GA Industries or equal �t VC3 Check Valve: elastomeric check valve; synthetic fabric-reinforced elastorner suitable rk for contact with weak sulfuric acid solution; Series 300 stainless steel fastening bands. &= ' Size: 3/8-inch to 96 inch. Red Valve"Tideflex" or equal C5-4199-00 15229-7 PROCESS PIPING EQUIPMENT RO—3/19/01 AND VALVES t . r i-•' X �•1,v'f •H,�n.l 1 J.:�Y' 1. "i \ 't^ '4 r4 •+ ,[ '''�. i t. S 1 Y,`•t tnY r4!¢ r.MJ l t t t,. 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T.• :#.. ti !. v i 'i ` s• af• rc.,, :1,int� ti4`t' .J •• s )rye j:+ t .,t •'�},,1 ✓ i + ,r`i�"r:rr,•taT. r,:. -P_ .•jv t.'i'4 .., ,. •Yfr 4„e `it',.S:i rJ.,atl,., .'�: '"t1.:.✓,:; i`"a"�•,'i3�r`L'�.u""�j,f''!$�'f1T�j{,++;ter g'�d�eT: 2'Si�`t,:',� ':;4y,`ik t'7 sir, S r y ...`1'•t'.iY%/ . x.;.l.�'St li 7' :"Yx�':. ''. • . :..z' 4 t 4y NfVrt.h `• .1 C1' .i" S.;'Gf3\�i•'�... ( e'�•f.l�. f �'+yL�, :'S•".. ..•t��'•�.:�h'�y A. "(i>}y,"A>,;�:ro 4,:"r:^'rAf.!.:it,.,.ta;. r {.;:1, '. t . C lrs, :;,'-r,.,r�.l,,lk.t eQ:L`•,1,,, IA,}�ti•:�t r� r,J',:;.., �-Y!'ifi. v�lr R..� ,`•.,t1�...�`•:ll.tsSd,��a�cl�i,,tL r?�aI '«4 �»g 'Q�+t.7;a rY .: t'r.f'r.w.,t,'"t'..r�i`h:t�! t 7 .a } ,r3tr• ;2 ;7 t t y r t f"hs'It t>n. 5}h• $'tf°v'g(1 tiD�yiM�'1.yM, 'i "u�j w `3` C e �'•r4Va' �:i+�Js {r ,} �,y�r t. ti."s,i*1� 'Jf+,��f`Cs�'r J�.t j•A'M. t �. l r �.� t.• ,fr t l,'t. 'vl rlt;r .S tl tt•;3Y t �� ..j... t yy, r�(¢�^ kf,} �4 t.r I. t Tl { 1 'r 1 T ! r �t :ai �.. .y ;xtl� `�",Sc .{ty1t 75,.5},�:;1h:4Li[:�-{t k`:`l7'•r>�' � °Y�+�f�x.i,� 3F1 fn vs4t i.i. t.: q .J A , ,.t ..4f•:,, !s•4'{.J�� ,�t`ilht."'tJ,"`''r c'+ *{a 4 tk� 5�- .t.�,•t k` .! 4 r4 t 1�,( F+l {Y 1 y T V` ,. �'F�r Lt1:,l��' i}�';t.Yi.)4})' 1'. '951't:'1 3. 'kt Mpt I ,Y. x s,.- ill' t �i�gri'it?f�y{•4v q^,4`� f,•�rr ,� t.,.,`'b'..�C,i.:b J'r''i,:'�. 4 ��....lt 5 S r�i7 `{ ti•j2�kFY, 'f; 1"'iz r.' 'iri.�+ 'i ( •15.,.'; , x e .'? ,r �,1.xr:`. (�.;i1,�',a•!::�'' '*� ' ?ai,S�i},o '. 5' :i,h,E3.�s;f,:sL.' .Si��tl h�;..,-,+..1.:.t'..;.wAaC-+t«w'rJ+i+•:.ra a.....>...r. .,a.._�-.. .. ,,...,.,�..,.+*.nrnw.r,c++,rmeewmdar�r,.uw...«b...__,,.,._ .. .t!.,,,+..uw:...4fs.al.............:...at w..,ie*.4�sJMwtA«hrinNJ1�4}t.�Al# WATER POLLUTION CONTROL FACILITY EXPANSIONY`}17� f1f„57 CITY OF JEFFERSON, MISSOURI ;'er-y:; ''"`; VGI Globe Valve: bronze body, 200 lbs w.o. ., beveled bronze disc, screw-in bonnet. Y B vj Size: '/,-inch to 2-inch. ''''` .,!``';': ��`� SttFdtit Jenkins, Figure 746 or equal ..j,, VH1 Hose Valve: complete assembly consisting of globe valve as specified above, atmos- pheric vacuum breaker, and hose nipple. The atmospheric vacuum breaker shall be Model 715A, as manufactured by Febco, or equal. Unit to operate without any spill- b/ M age. Unit shall be rated 150 psi working pressure. Size: %-inch. t. Vol Pinch Valve: furnished with grit equipment under Division 11. Section "Grit Removal Equipment." ' .i VP1 Plug Valve: eccentric plug, bolted bonnet, drip-tight shutoff in either direction, cast- iron . body, stainless steel or bronze bearings, welded-in nickel seat, 80 percent mini- mum port area, nitrile-butadiene packing and resilient plug facing, 125-1b ANSI ;• ,.r ,:;,;r. ,r., -' flanged ends, mechanical dial position indicator, 150 psig non-shock working pressure j in either direction, standard paint application. Worm gear actuator on 8-inch diameter n> ,t� "h valves and larger. Install with seat downstream. Size: 2-inch to 36-inch. DeZurick,Figure 118F or equal ik ;h "f.„ VY1 Butterfly Valve: wafer style, cast iron body, ductile iron disc, stainless steel stem, ; 'yr EPDM seat suitable for 250°F air service. Size: 2-inch to 36-inch. nrwUxrt-0 �;'` ' f Keystone, Figure ARl or equal �j•?5,A52�'�5j .'+�^•j;,,''nrtfi�'+'z•Sc .b•,:. r.,., k "r fnw Mi YH Yard Hydrant: non-freeze exposed-head yard hydrant; equipped with cast aluminum I.,- 4> housing, bronze casing and internal parts, and non-turning operating rod-'with free- floating compression closure valve. Hydrant shall be equipped with a tapped drain" ll port in valve housing. .Worm stem shall be drilled and tapped for had wheel operator. clt� l l' Hand wheel to be included with the hydrant. Size: 1-inch inlet and hose connection. . VIA Wade, model W-8610 or equal. END OF SECTION 15229 t7 Y:r1, A:I y ,y r'yl .. ✓r YFr” C5-4199-00 15229-8 PROCESS PIPING EQUIPMENT RO--3/19/01 AND VALVES ;x l'P ")�',,, "F .'t jf...'t-*• ,f '�"Kt.''�d?^! �lC��` '�. nF i.r k!',: i t 4 ill ytx'? 1 t� :1' i`Mft' w1`i? ek t:u % g :ytS :,vst 1•f In1?'` h Y< ! s�,ir%;;li'�il�,` .tfF-{;tlt� '�" E x � r4$t 7.,:�t•' S.' d.t �4 tE, `J y!"t "'�.r.,lr i +1°� u W. •.�°`d�t`.'a�? 14,`,� E, ? ,t�';J p.� t'1,,� F x,t.>: <p�'�5 i 't t �' .+./S a !r r 1 +�.. '1 �,"ern iit � y r��' ., '+"3fr1'.�. /,:t`ilti '�.x1T� 4•`''rlNyi)A 5�1� ✓ M'�hr ;?f Z5 t19(y./�.(y. 9� tr t! i•'„`i. >Y •Ifi,L 4f It tf I}.t 5u'.i'1 {'�rLt :Gwf.�S`.r.yP!! +',��k, j �S'1, itr f� •J�, .� •,, .4a t..�:`;r,1 ;� ;�$�kr.,Lt,. .;.,r...,y r�t7 .l,,ro,,. 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C . •'ih' Y; t*Vn r t'. .s` ?. .�!.'�1✓,y�, ,s at?.WXW.t��V;:t:J{#( a ?s'h t ` .i t ,�}c3' ,+ ):t �' ,fir L s3}�. f,, t,..�5• ,...,jr '.e: .4"",T')b ;^,q,t. .L"'r• t sari:+rr„s.: .,� � s?J c 1 ''• ) •�y,y ) -,d'�'.'� .w#.1, �.�'�..? ;aw ,4•,�, .9� •4Pa,,.i��@t ry r' fA.i,N.l,r.<� sue`• } i } { •k,��•Jti AL•� �,itti .7f,• s /,.t J3+, 1 .,^s I .. _......, 1�,.. C (, ^ J ) {".'� t tJlir 1 �� '� f + .l S r� 1 ueh r.•N•.W�,htr�ah w.w t..r. ` ........ .1.uaaw..'.,»,..a,.,.a1✓,+•...1Wh+•n�!^tM1x�"+{�1lYarA : �4>r..tr'�'t.iT333��'?�.r3A.J Z•r�.,��t.,f�ott�!.:��sat�a,r+r.�....._....:....., .._. ._,.x._ .... .. ,' A WATER POLLUTION CONTROL FACILITY EXPANSION V: CITY OF JEFFERSON MISSOURI 47 t^nY)frii'Y7 1.5 PROJECT CONDITIONS I A. Project seismic zone is 1 with a zone factor of 0.075. B. Building Importance Factor: 1.0. 1.6 COORDINATION i{`' v x�f r A. Coordinate layout and installation of vibration isolation and seismic-restraint devices with other construction that penetrates ceilings or is supported by them, including light ?�?. s•I fixtures, HVAC equipment, fire-suppression-system components, and partition assemblies. B. Coordinate size and location of concrete housekeeping and vibration isolation bases. M1 r. Cast anchor-bolt inserts into base. Concrete, reinforcement and formwork � �' ' requirements are specified in Division 3 Sections. i. 111 C. Coordinate installation of roof curbs, equipment su PP orts, and roof penetrations. 444 PART 2 -PRODUCTS ' 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, manufacturers offering the Work include, but are not limited to the '`k��'' .: products that may be incorporated into ;sxps °y � ` <' following: ln ,y 1. Amber/Booth Company,Inc. ,i 2. Kinetics Noise Control, Inc. a ,4' -� 3. Mason Industries Inc. r vt,•� 2.2 VIBRATION ISOLATORS U.Q uc'tf� i ixt'R.1 1; > P 's�'. :5 t' A. Isolator Pads: Oil and water-resistant and factory cut to sizes that match requirements r 'tlFt� Yta -ti.�N,� of the equipment supported. jjj'•.^^�7tu . §� •Q`� ,M,r,. .lil Hl�. 4 1. Rubber Isolator Pads: Elastomer (neoprene or silicone) arranged in single or M, multiple layers and molded with a nonslip pattern and steel baseplates of suffi- y�.• cient stiffness to pr uniform loading over the pad area. k ' . p � ;�' °+ 2. Fiberglass or Cork Isolator Pads: Molded cork or glass fiber not less than 1 inch (25 mm) thick and precompressed through 10 compression cycles at 3 times the n rated load. � t,�5 ` 3. Load Range: From 10 to 50 psig (69 to 345 kPa) and a deflection not less than ;{ 0.08 inch per 1 inch (2 mm per 25 nun) of thickness. Do not exceed a loading of 50 psig(345 kPa). C5-4199-00 15241 -2 MECHANICAL VIBRATION CONTROLS r t RO--3/19/01 AND SEISMIC RESTRAINTS rc3-rif.!t't}kC'tteZr^ :)'; ,r: ;',y•. - tit'rma:,iis}lh'; r;;{:nil�vAy,e. h,.1,..C,». ��$ t fs Yt� ?1A'�l`,!Y i. t .r ➢ toA fru t ls. ✓ 4 f �.}� �3 v t z t � 3 � tr n�r,• ,t.vY } >}<,n?ir};,:'°r�",ty'x+�xr�7j�i :� f ;T�'{14°'7� ( ti°}-�r:,ss 2�t4,1a\ ��+ fir ht'(#U r):. 'fir )s"7 YriY 't ^ t,>< �,lrf�,ry�}r`•)RP^��oY`��• p ,:•-�1 f yy `,� l r n !. ^�'f.�K.. 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'+IZIi ggIt`'i ,r�, T,.Y 4.f!;'.� �ba«f,�e�`,e � :.f i2._ ii�;. :;14.rS.,'jt";14 �. y i :.t.., � y :.j>�,;,,.,�.::.,Et,r` ?yt•r. :y(`a�`•.: bt+.•sFtV .�,. ' p`�^�:,,�P�z•$.�ti�s'4 �i,cv'3..;�;�'.f�.'� .. k ,.tt Ai �1 .7!4. a+� ." at a 1.. r a ..t `t , ]. '.A is y {4 {,' 77''tt •ry j P,' ` �• ,$rt"�,P �:5�,+-, } .�,f I { +' ,v .,• > \e"A�4S�3 S r1 z}:��`.i 'All +N. •�,r+ ??// F �y .,rzY7t+r'�;(:P�. AT a 2�.'� !'st�� t� .r 11 f' . . y .E, y.r!„_:i xit.;y rr�S�} �s; trv' d'"• .�iy 'f`l .�•t}(,,r hY�7�,x•��1,� I�n.ti sf e .t t � � + r..�Y.�;.mss...,.., $�^ �'ss.r,��` K„1'}��5,�,, 3Ei, .i, yy /q,! N;. Ka%'�itr r:�i�Fp a 5� it ,,ry}tt y.:bit3 a.. I a ,' y r'' 1 t`� .! fir° _�k,S tlli;`4Ru`f. '!'P;} }!' '•A-J`� �• 'v,(�r�=�•,,'. ;cy7 s{ <rt Sr-`,r� t r t `'t � rI !� e,t a;:,,t,�`�,js '��q^ai.kyy, �(�.T, ;�` ,1 ��tt r r 7 (l11 �4. c tca r 4 ,.,:.. .. :ri'.._....._ww...,n«,w-yt:t.;.s.: .a..s,r�. ��.,,..,*•nww..,, r........ ......,..,,.sys w,.,.rr.:t.,m7,t,}v.ei..aw«,rnn+,.ws.,..�..,.., ,,,_,n,,..:..,wSy„'ii'.I.':aw,.s.,.t.Fla c.l: tS xifa`.!'T14,y f• wa WATER POLLU'T'ION CONTROL FACILITY EXPANSION �MISSOURI JEFFERSON CITY OF B. Rubber Isolator Mounts: Double-deflection type, with molded, oil-resistant rubber or $'s,>k`".'.,},. neoprene isolator elements, with encapsulated top- and baseplates. Factory-drilled and tapped top plate for bolted equipment mounting. Factory-drilled baseplate for bolted F>rx R-1,Ir,gn ?. connection to structure. Color-code to indicate capacity range. iu C. Spring Isolators: Freestanding, laterally stable,open-spring-type isolators. 1. Outside Spring Diameter: Not less than 80 percent of the compressed height of R the spring at rated load. ' 2. Minimum Additional Travel: 50 percent of the required deflection at rated load. { 3. Lateral Stiffness: More than 1.2 times the rated vertical stiffness. 4. Overload Capacity: Support 200 percent of rated load, fully compressed, without deformation or failure. ; � •;,;; ' { 5. Baseplates: Factory drilled for bolting to structure and bonded to a 1/4-inch- (6- jyy` nun- thick rubber isolator ad attached to the base late underside. Size base- R':� =;J.>4 plates to limit floor loading to 100 psig(690 kPa). P � �r"�t ("�''L"" ,r 6. Top Plates: Provide threaded studs for fastenin�7 C t'�and leveling equipment. 7y.t� to-. 7. Finishes: Manufacturer's standard corrosive-resistant finish. r; D. Restrained Spring Isolators: Vertically restrained, freestanding, laterally stable, steel y ` { t - open-spring-type isolators. `; ` 2''' �, �;.`,°:a.. C'�.a �«,�yr•"�J'"��'� 1. Housing: Welded steel with resilient vertical limit stops to prevent s rin exten- ; r�`w '"` g P P P g ` sion due to wind loads or when weight is removed. Facto drilled base late for `' f 1 bolting to structure and bonded to a 1/4-inch- 6-mm- thick rubber isolator pad '±'* r. attached to the base late underside. Provide adjustable equipment m6untin and leveling bolt. 2. Outside Spring Diameter: Not less than 80 percent of the compressed height of the spring at rated load. 3. Minimum Additional Travel: 50 percent of the required deflection at rated load. '`>'f „. 4. Lateral Stiffness: More than 0.8 times the rated vertical stiffness. > •ssvw ° 5. Overload Capacity: Support 200 percent of rated load, fiilly compressed, without t ti deformation or failure. 6. Finishes: Baked enamel for metal components on isolators for interior use. Hot- dip galvanized for metal components on isolators for exterior use. t'''r• s ; E. Rubber Hangers: Double-deflection type with molded oil-resistant rubber or ,. neoprene isolator elements bonded to formed-steel housings with threaded connectionstrra r; for hanger rods. Color-code to indicate capacity range. �� 'i• #L a, F. Spring Hangers: Combination spring and elastomeric hanger with coil spring and y . elastomeric insert in compression. rte. 34N SO tf C5-4199-00 15241 - 3 MECHANICAL VIBRATION CONTROLS , -yv t RO-3/19/01 AND SEISMIC RESTRAIN'T'S a .a,•..,Z;t;S.r. x •.+err ..y.r�,...-,� , fib• j, i�. r r• .y 'tT ,y, P 4 t .t ;T';"""w.*"!?� R�yq, 44'II+S+lnrw"'"!"r'!.'• ,�. I •{r� r :�yr.�.I 1f't .1`•",, tR: t } r'r{ f 1 ' S�j'.; i'rf•` .�tu1:.tt+-tr.:u r� Yah.^r r w ✓ 1:4•PI >rf{�1;, xti? :.�. a Fy ,�o �;�}, t� .��r t,�;,-id y.?d';!r, } q. ,:h;C �:. t 't: i ..{t i;,;.,t,a �t ,r�,.�r� 4 �., i x '•�'t. r� ,�yrt .{„ x`t' .P)'�,Ir.:q.jz4:�� ,' }�i', •,y,, r vu ; f .t, •S...t. 7; yEl. A• ,q4e ;t. ,Jt• f �. 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Frame: Formed steel, fabricated for connection to threaded rods and to allow for 30 degrees of angular hanger rod misalignment without binding or reducing iso- 3 • lation efficiency. '> � 2, Outside Spring Diameter: Not less than 80 percent of the compressed height ofr ` °rte: f the spring at rated load. 3, Minimum Additional Travel: 50 percent of the required deflection at rated load, 4, Elastomeric Element: Molded, oil-resistant rubber or neoprene. 4 ,., . 5. Finishes: Baked enamel for metal components, Color-code to indicate capacity °”3 range. 2.3 SEISMIC CONTROLS r A. Thrust Restraints: Combination spring and eastomeric restraints with coil spring and ks; elastameric insert in compression. Factory cession. Facto set for thrust. � r h4T3 1. Frame: Formed steel, fabricated for connection to threaded rods and to allow for 30 degrees of angular hanger rod misalignment without binding or reducing iso- ;.4 lation efficiency. : ..{rr, 2. Outside Spring Diameter: Not less than 80 percent of the compressed height of t the spring at.rated load. � � '' ' � .}Y::.:Jfk'si4R k•. 3. Minimum Additional Travel: 50 percent of the required deflection at rated load. rrf ,7;Y;t 4. Elastomeric Element: Molded, ail-resistant rubber or neoprene. 5. Finishes: Baked enamel for metal components. Color-code to indicate capacity range. B. Manufactured Seismic Snubbers: All-directional, double-acting snubbers, '•i �,�'t1�jg7Y#j 4S"• 1. Construction: Interlocking steel members restrained by a 3/4-inch- (19-mm-) � F « p . thick replaceable, shock-absorbing neoprene insert. Maintain 1/8-inch 3-mm clearance in all directions between rigid and resilient surfaces. C. Fabricated Seismic Snubbers: Welded structural-steel shapes designed and fabricated �,; { s;� p , to restrain equipment or vibration isolation bases from excessive movement during at ;` xf,{,, seismic event. Design to resist gravity forces identified by authorities havingi, => ; jurisdiction. ; : #:. 1. Construction: Welded steel shapes conforming to ASTM A 36 (ASTM A 36M). � ``` Components: f '' �L.2. Resilient 3/4-inch- (19-mm-) thick, shock-absorbing ' neoprene insert. �ej d a.lJJl �, y kjl t' '.. C54199-00 15241 • 4 MECHANICAL VIBRATION CONTROLS RO=3/19/01 AND SEISMIC RESTRAINTS kr J �a ys�t at"°#`"?"!-x•a'"n}..it s1 L.nIrM4 : tk � t :x p } i F i3 i` 4}("}fit �7�'t,x�T r S ,^x+: j t( .;i .e 1� dt .. 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' �_�1 C) � .1ti� �� qd ,t '). !. v \r �; !f .l}A"7 •��.• ft�j'S,`.�'�2�", '✓r X i• ,fi c .4;,:K +' �+•ggg�yyyr r k�3. �•�+, �`••Y R:� �:}j�('�;�"t l•+�x�" �:: yo:s?�!;<�'e�«'�i4tii%?��f,+.•�.tn:az..tt..;':+.a.\St. :1.'(... 4.. . .ev,......�J.:�,,.i.,J.s.GtiwNN!'n'tJCrrAv,..iG*.iY7k+M.n+.:t+,nN.��n...... .,+,,.... _. ,-... .L,...,.ardu!\vtl�Jrt ai4'fSHMNf•Kl1AYrtM.rMft{,L»:n«...: .,1. c:.!..+:SJ...euw�,::s.�,r"t�.l:•.wx.:3.�;u`.•�w.::3�nra:', '?;y'' >�'�A," 1 i0R WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI rh ,�t ;sfi PART 3 EXECUTION ' N 3.1 INSTALLATION A. Install and anchor vibration-, sound-, and seismic-control products according to :'} w manufacturer's written instructions and authorities having jurisdiction. B. Anchor interior mounts, isolators, hangers, and snubbers to vibration isolation bases. Bolt isolator baseplates to structural floors as required by authorities having Fr jurisdiction. C. Anchor exterior mounts isolators hangers and snubbers to vibration isolation bases. Bolt isolator baseplates to structural supports as required by authorities havingt, a jurisdiction. £IEx} gj.. D. Fill concrete inertia bases, after installing base frame, with 3000-psig (20.7-MPa) ,� .••° concrete, and trowel to a smooth, hard finish. Cast-in-place concrete is specified in t ? Division 3. )' '$''' s E. Install pipe connectors at connections for equipment supported on vibration isolators. t'•',�'� iy i,n} 5��'K r'Ii� 3.2 SEISMIC CONTROL A. Vibration Isolation Bases: Mount equipment on structural-steel bases or concrete E ; ` �"q inertia bases. C '.r B. Snubbers: Install the required number of seismic snubbers on each spring-mounted ,X42„w, ;�r.::• , �x piece of equipment. Locate snubbers as close as possible to the vibration isolators and � �wi« ;• t < bolt to supporting structure. F I vx:� r4YYYr' 3.3 ADJUSTING AND CLEANING wAyr bus`. .:.�5 7 it �`` ! f✓,.y ~z A. Adjust limit stops on restrained spring isolators to mount equipment at normal o P eratin g hei g ht. After equipment installation is complete, adjust limit stops so they � • ;E;�r��.,�.,, •1��;� � are out of contact during normal operations. �h. =: B. Adjust thrust restraints for a maximum of 1/4-inch (6 mm) of movement at start and stop. s' END OF SECTION 15241 ' C54199-00 15241 - 5 MECHANICAL VIBRATION CONTROLS RO— 3/19/01 AND SEISMIC RESTRAINTS y , :�rrf 5 T r�,tjl, ):.`ay°'";T,t"...x: At+aew!y°.`.'-e'g':",3„°aFr! `t a '"To:•.Y"�:nv, .,, ,t p'�'�q''�'t't'T;Fm',5.:, f i t '�S�`U�. -s J� 'I R, f 7 is •i. a.,,.i .} rt4 ;•h of"r 1 tU, ngR.;s,P:c+•,'rr. :['.titrS T�p,� ,S-'S. '.^.:^t5v PSI; .. )i't7 �' ( :,{r..} •1.:•t G.:.kr�. f"sti .C't..r '%�" 'r .t• 1 :'1 1 .�. id, a,J ,: tr.�� y }.r:7.,,�tFa „ 'r';/?" 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This section includes the following: 'r• Sri+ Y$�A.�,�,�h?�by,> 1 1. Wet-pipe sprinkler system 2. Trenching and backfill required in conjunction with fire protection piping inside of building foundations is specified in Section 02300, and is included as work of this section. `'fgt4,';, tYt•r�'^s`'� 1: r B. Related Sections: The following Sections contain requirement at that relate to this ��. "1 Section: f ; } 1. Division 2, Site Work: � f4i'� '`' ;;?; !.,• 'f.;"K a. Section 02300 -Earthwork „` . ::.t:� �•ri n Yew.•.A��i:i/.•';� 2. Division 15, Mechanical: a. Section 15011 -Plumbing General Provisions ' { b. Section 15060 - Hangers and Supports ,:••:��'�;,,, r; s C. Section 15061 - Plurnbing Pipe and Pipe Fittings d. Section 15100 -Valves x a,,• ,�n�:;�:;:<-� e. Section 15135 - Meters and Gaugest � ,r`,j S;a C. Division 16, Electrical C FY��n�"�•J J t. 1.3 QUALI'T'Y ASSURANCE fit A. FM Compliance: Comply with Factory Mutual "Approval Guide." B. FM Labels: Providesprinkler products bearing FM approval labels. C. U.L. Labels: Provide sprinkler piping P roducts which are listed and labeled by Underwriter's Laboratories. v D. Local Fire Department/Marshall Regulations: Comply with governing regulations pertaining to firesprinkler piping. S " 4 � {art �; r 1X , Suri^ • CS-4199-00 15301 - 1 FIRE PROTECTION SYSTEM " " F xY RO•-3/19/01 L� .�u ''L's ,'lY�z;. !>;{", roip*,�^,r• •:�-',r,;;F=it,r+rw,r,Jet.^yyY,'S"�""',"+-r..!A.w:nwnym��+t'�^^,•,`.'^+.,.--,-, ;F} s^ .;,,. ,•«, •t ,t+yr,1r�' t.•. „1 7f u,;:'[i?T".`?'":+rqi "' � i1• l',1..r4 .3,r'}?,G'-ty.) Jr.r°S{�±t.:i 'f•t,'f,Slf•'.•rbl 7.. tX"``,t L r ., i ',11 a , f11 ir,{,�t sY t;..1„tC'r+...�,' t4, j $n( ',4; r ry. •F rz rt:+' 't b .1.s ,r1, ,.(7f ,•' t,rFliCti ?' , jl,,±S. 'c.5,ryi Y,�r t},..,.,q`r?s',,<:�JfF., y f"t .t�>t' �' ttryxs} rr''r,..�}..• '�h »`�n .L7iG.r! •' i' r '~f3" r.g»wie atz,r.,s•tit 1i " r,.td ,r pr,.,:, .t ,9t.;..l,,ii,.i, ,,,.u,a.... r•.Yr 7lr�.r1 7<. 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't r(” ,,rt.. s, t ,+'��:'�,..'�YJ .It'�pr' S�9, �:'a`f 2 ,`�,,5.� t:"s•'•a 'e,, y} s7. {. f, x r f, .;Se �: ,�� 1' ''.; 's ,.t. '{ ;r: r t �•:•.,.pf ,h..J � ..{. <� nt .h t .Y/. f.,.try, Dj.):. A:i,i, ,.t,. 4�, ;,�,,, P }” •y fJ;i..•, lnf:. } +11;. �;.c{fir f'� ti xa,.., 'F ,�. ,.Y.S •�+ r...:5 ,t,,. �r', f�s r,;: �kt 0�4;. : °��. t f`. (' .r. ?7 :r. •Yy'^ 4:,r:`, Lt.,.;�•t i k f it..� jp .sY f, f r` ,f J,}. { (,•; r,r- r :t. .,t:•c �,ri)'"'.a�``X43':y'j;'"i.�iri.: t�,'Ptt�'+.rY41��.3 .t.,t ..rl�f •SF's �'�. - s• t •rtii�t�i+'f 3k+. i •.4R. .t„a .E_. i. !.. f a t` .t�:l r!} .'T.!Y'i r '!i°.ztt t}ri'`�•, :.✓,x7y v'z^.ar`x,`•t r. 2'(•�..}�x .f. .;Y� x�,,13t4't. �'t, t• i; 3 ki;x ,1, iy tl W '� � • #,h,ti^. ,"a ;J •< f �a r �!j r •�;�' �. �1�1.:": :h' 14'f �''ucrv, tt,y #,. uric q :afp 5 c Ir{ n_ f�c t.�:tt,t, • �3 ` 74 bh 71� ;6w�,.ae:L..s,.i...•.,. :—i...aY..�„>a..,.re.>~w,w,.vw..,.r si WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI .�eryr E. Manufacturer Qualifications: Firms whose equipment, specialties, and accessories are listed by product name and manufacturer in UL Fire Protection Equipment Directory Y` , P and FM Approval Guide and that conform to other requirements indicated. ' ' F. Listing/Approval Stamp, Label, or Other Marking: On equipment, specialties, and accessories made to specified standards. r;i`: ?:�i.auk i�it}�,��'•: F }e. G. Listing and Labeling: Equipment, specialties, and accessories that are listed and labeled. 1. The Terms "Listed" and "Labeled": As defined in "National Electrical Code," Article 100. H. Comply with requirements of authority having jurisdiction for submittals, approvals, materials, hose threads, installation, inspection and testing. I. Comply with requirements of State's insurance underwriter for submittals, approvals, materials, installation, inspections, and testing. '`„a<r}}''rr. Cis.::� I•ik�e�i5.f`�,Y.`Y>'�� J. Licensed Engineer: Submit design drawings, design calculations, and installations inspection reports. Include seal and signature of registered engineer licensed in +YrY'�': :; P P g g g � %{n: ".} jurisdiction where Project is located, certifying compliance with specifications. - Y { r�.iivy�i�;i! is�.f✓1i�.S'it4 Y',rAr�)I er' Qualifications: Firms qualified to install and alter fire protection piping, 1 K. Installer's Q q P equipment, specialties, and accessories, and repair and service equipment. A qualified firm is one that is experienced minimum of 5 previous projects similar in size and �2 ,� ,' ` scope to the Project) in such work, familiar with precautions required, and in z;, compliance with the requirements of the authority having jurisdiction. Submit evidence of qualifications to the Engineer upon request. Refer to Division I Section r ;;,�j �,;,�;,;;, VA "Reference Standards and Definitions” for definition of"Installer." p' rr4kL` .; 1. NFPA Standards: Equipment, specialties, accessories, installation, and testing complying with the following: ,,fiz r a. NFPA 13 - "Standard for. the Installation of Sprinkler Systems" �iYi6 �� 4a'�YIt•I. } to 1.4 SYSTEM PERFORMANCE REQUIREMENTS <.',• ';fir r ,��;.�, •I'�E�: d4in Y A. Design and obtain approval from authority having jurisdiction for fire protection �, `• �`� `:�. systems specified. f Y0. B. Minimum Pipe Sizes: Not smaller than sizes indicated for connection to water supply fl,f piping and branches from sprinklers. ^'t r� . C. Conduct fire hydrant flow tests as required to obtain hydraulic data needed to prepare final design for hydraulically calculated systems. +f T y'r 15301 -2 FIRE PROTECTION SYSTEM CS-4198-00 "t RO---3/19/01 yt.s ►"t"""'" ^!,s�`t "7r, tMVmi Tr �� (r }�}, }-<'t yr}s l�a}'• `di''SiJ�;;YS it}� ..t � r Ftt < �' is �i " ! y e}" '7�`��'4"y,k Til rv�� -`� 31!:L S r.•!?'�t ,r z>t'¢+ s t 1.. i r it ':'ti r 's F,I i r ..ytR �� .fi,Itr.. 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[} txif ti: '�`. grit?:f .!' a v1Ji. i.h U f i r ,. �r :.•nqr.:�r 1.�' f >i J�tij;.#t. °�+'.it'a^ s�},`�,a•1 s;..nY!�p 1fL "i 5..�, t ; '. ++; ' f s r*•y�q ,y;3�''+.��•. riq�� f; �l,r u. i Y ',vr. :'fq�i r''Ft•L +t tI;`j pt r 3f�7.i�jt ti.t'S i�Sr t�s}.l' i �' ..'. 'r� ,.w.,«vr r.-.,z+,u..tk.<...?RT•Y�...+rux. ,. .,.........._ ., ....,_.......," r+,•Mlh,r T1,rkM,^e Yl:•#Mh w,.',}+I '�/.w•+�... .•.t...., t,t i i.,r.r.> .i,:4`�i!.d✓.t!.M J.!wt(twS"j w„Wr7.'..,.;rt.G'f,r.':°i..0 L'Y S i S�aI�ix`E70 1� "tl:4,Ag' i '•-:Ik°Y ' YY$'. �, uks3''�'Y t�lt 1 ' 77 WATER POLLUTION CONTROL FACILITY EXPANSION ` r 1 1 CITY OF JEFFERSON,MISSOURI . :. ".:4 it }`• ". ... ` D. Hydraulically design sprinkler system as shown on plans. : .� E. Components onents and Installation: Capable of producing piping systems with the p1?t t rt 3 y 7 following minimum working pressure ratings,except were indicated otherwise: 175 si t6t31� 1. Sprinkler System: p g• f. SUBMITTALS A. 1.5 SU A. General: Submit the following in accordance with Conditions of Contract and Division 1 Specification Sections. B. Approval Drawings: Prepare approval drawings of fire protection systems indicating equipment etc. Submit to Agency having ; - pipe sizes, pipe locations, fittings, shutoffs, equip tam and/or signature of �t'. ;_,i: jurisdiction for approval. Submit approved copies, bearings p g � � r� ,f '1 1� +z'+��tr{ _• Agency having jurisdiction, before proceeding with installation. Submit approved + copies to Owner or Owner's Representative. Calculations: Prepare hydraulic calculations of fire protection systems. I' A, C. Approval Calculatio yx rti Submit to Agency having jurisdiction for approval. Submit approved copies, bearingi <r:'„'. stamp and/or signature of Agency having jurisdiction, before proceeding with installation. Submit approved copies to Owner or Owner's Representative. D. Certificate of Installation: Submit certificate upon completion of fire protection piping }� J! ce with NFPA 13, NFPA which indicates that work has been tested in accordance , ” sr work �•.IP 20, and NFPA 24, and also that system is operational, complete, and has no.defects. a;r.z+'zjjr;.. E. Maintenance Data: Submit maintenance data and parts lists for fire rotection ' materials and products. Include this data, product data, shop drawings, approval bra t+ + " drawings, approval calculations, certificate of installation, and record drawings in ;ry;,$an �, Manual in accordance with requirements of Division 1. �f Maintenance M fNFPA 13A "R active for the Inspection, Testing, and t'" i'� '•�.. F. Two copies o "Recommendation Pr Maintenance of Sprinkler Systems" delivered to the Owner's maintenance personnel. 'Y:11'f� t �r T`yyl�• fY UCTS PROD . PART 2 2.1 GENERAL ° fir?'-a'+t•.,i.:.. v Mf r,NVG, A. Provide piping materials and factory-fabricated piping products of sizes, types, pressure ratings, temperature ratings, and capacities as indicated. Where not indicated, ;: provide proper selection as determined by Installer to comply with installation ,- piping and equipment connections, ; y requirements. 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Where more than one type of materials or products are indicated, selection isr�1 1il Installer's option. 2.2 IDENTIFICATION j with NFPA 13 requirements. A, Install fire protection signs on piping in accordance wi 2.3 PIPES AND PIPE FITTINGS A. Provide pipe and pipe fittings in accordance with the following listing" +*' t 1. Interior Piping: a. Black Steel Pipe: Schedule 40 for 2-1/21' and smaller; Class 125, cast-iron threaded fittings and threaded joint. b. Black Steel Pipe: " Schedule !0 for 3 inches and larger; wrought-steel d welded joints, or mechanical grooved pipe 1.1 buttwelding fittings an " ire 'i couplings and fittings;roll-groove type. 2. Exterior Piping: in 'pi a. Ductile Iron Pipe: Class 52 with cement-mortar lining for pipe and fittings; ,; `t � joints. g =as;' ''t3. ! ductile iron fittings with rubber gasket push-on 2.4 VALVES I. A. Provide in accordance with the following: '` 1. Interior Valves: ? I Y" !`St� '}�S•��„gamJ{ a, Sectional: OS&Y Gate valves or indicating butterfly valves. , C I b. Check: Swing check valves. pressure, cast iron water flow alarm 7} , C. Alarm Check valve: 175 psig working p � .. valves retard chamber . check valve, complete with all auxiliary piping, r ,jl .-';_ ;� pressure switches and gauges. 5 psig working pressure, swing check of -»d. Siamese Pumper Connections: 17 j} 7f43 y J h size and end type indicated. =t' '7fN 2.5 FIRE PROTECTION SPECIALTIES "3 A. General: Provide fire protection specialties, in accordance with the following listing. a? ;} Provide size and types which mate and match pin and equipment connection. 7 I''a g q1. r, B. Water Flow Indicators: Provide vane-type water flow detectors, with 110” to 1190" + . . second adjustable time delay and contacts, M o normally open and two normally closed. ;4 { ' C5-4199-00 15301 -4 FIRE PROTEC TION SYSTEM Ya RO—3/19/01 ,#� k ""ii" ;u"r ;%�C+(,L��'. 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F{ s �+5�iyr i "„t.')}p,�,(rt 4. y( �t t,t, a t C , ;. ..� •,- � ,-r.r,wi 6tia', r•.a,•:i.rrr+es,:-...;=Y.:.,__. .....� ...,..,s.«:L..;:t,.�t•!t$rtd':U'rrw.w:�..ri:.l�rtL��.S.3,:�'sa ,tc�k i'4 ��T.•,'�f i {Y)i5k'i 'Ur"x"ri#{ ";;.z}( t •: .,:,:w::,,..,..i:.r+ry,.tYA.a..>+r#•..sr�.ze.s..,.+,>*....,......._.... ., .,.., „ }y,¢rr. j,.+ Due WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON MISSOURI C, Water Motor Gongs: Provide weatherproof,red enameled finish, water-motor gongs. t Supervisory Switches: Provide products recommended by valve manufacturer for use I). Supe ry in service indicated. E. Automatic Sprinklers: Provide automatic sprinklers of type indicated an drawings, and in accordance with the following listing. Provide fusible links far 16S degrees F ' F`??` (74 degrees C), unless otherwise indicated. F. All Areas With Ceilings: Concealed type sprinkler head with white color plate similar to Central Model 76A. ' G. All Areas With No Ceilings: Upright or pendant sprinkler head, brass similar to Central"Protector-M". t '}l;fYri y t tJ. H. Sprinkler Cabinet and Wrench: Furnish steel, baked-red enameled, sprinkler box with jEt Furnish additional ''_;16 capacity to store sprinkler heads and wrench sized to match heads. cabinets as required by quantity of extra heads. I. Extra Heads: For each style and temperature range required, furnish additional ;' a4 ! sprinkler heads as required by NFPA-13. �Y ' Furnish two spanner wrenches for each type and size of valve ' `` J. Extra Wrenches: F `�''�� A` connection, sprinkler head, and fire hose coupling. f••"$�,' :. Wall-Type Siamese Connections: Provide wall-type cast brass Siamese �°► with two 2-1/2 inch fire department connections and escutcheon plate assembly 5; (-. .,r.1 inlets with female hose connections, national fire base connection screw thread equipped with individual drop clapper valves,plugs, and chains, and k`'`4;•;i r? constructed with the following additional construction features: ,,..:IJ; M. a. Finish: Polished brass. ' ' ' b. Inlet Pips: 4 inch pipe. '- : C. Cast Lettering: AUTO SPKR. !• 5 la�%r ti�%�it?i'j PART 3 -E 3.1 INSTALLATION OF FIRE PROTECTION SYSTEM COMPONENTS '{{& A. Install identification in accordance with NFPA 13 requirements. r 7 15it�lti. f B. Comply with requirements of NFPA 13 for installation of fie protection piping F. ;.;�`, v�1;x•�+ , � materials. ;,. 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WATER POLLUTION CONTROL FACILITY EXPANSION - F•' ..f�rp<•.; Y� CITY OF JEFFERSON MISSOURI n, } industry practices to ensure that piping systems comply with requirements and serve; the intended purposes. C. Coordinate with other work, including plumbing piping, as necessary to interface �i'l' "''" '`'t' r components of fire protection piping properly with other work. �;;7 D. Install drain piping at low points of piping system. `3y E. Install sectional valves in inlet piping, at bottom of each riser, and in loops as '°• '� indicated. F. Mount supervisory switches on each sectional valve. G. Install manual shutoff at each audible alarm station. Irv,: `♦J.. �h. H. Install Inspector's test connection where indicated, or at most remote point from riser. ` ; ; p I. Sprinkler Piping Flushing: Prior to connecting sprinkler risers, flush water feed mains and lead-in connections. ' J. Hydrostatic'Testing: Test ire sprinkler piping hydrostatically for period of two hours, n at not less than 200 psi or at 50 psi in excess of maximum static pressure when , Y maximum static pressure is in excess of 150 psi. Checks stem for leakage of joints. ...t' Measure hydrostatic pressure at low point of each system or zone being tested. I ti,,P� � r }.Z,•� .pip, � �;•;?. K. Repair or replace piping system as required to eliminate leakage in accordance with NFPA standards and retest as specified to demonstrate compliances ttr;.`1 Jr. END OF SEC'T'ION 15301 .sr;C;1 r w, {t 9 C54199-00 15301 -6 FIRE PROTECTION SYSTEM RO—3/19/01 _.• _l^4�!*Y'f�t�'t't<`r ? r`�wv „r rl J" 5'tr" "",i�.r,' r0"�".�t�1"�:tr. 1 l •4� ,t ;Clk1,t;+C 1 Z<; :'. ti". i .o °",J?. �:�:1''i.4'�"t � 'a�`Q�" },ti} f� < t,:r�1 '• f,, t C, yy,r r ��Jk r• . }�tq, •� il'if riy�lt�{t:;Y,k�.Y�" "{" ?; i', r�" .r.� �f':,:; e4n.ilt :� i"lat� t C .rt.r:�r" Ftt��t•d„ x+ �,r. y11. '�`_.�;�, 'h"! i .' 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"P,,.. l.t l (� �..yt,. i ,�i `�dil i t.•r. 1 1 4 . i r ztx, Y'. b.' at yir�a F,.j€�}* ��f,?.+:..�.Yt,2e'L.::,�,.1b»J....«W.d.....t.:,:ux�G.1JLf,.s:m.r...s...t,....•.u....w._.......,.i._,w.i.:1.,+,n.cYUk:b+!nNtG'}++i4CN'�itv.N latnllM.n�r •,..,o-..w..... .r.,.......J...�,«.,. .,•.s.er•+rPnimM,aNiYbYn(:wrrd•M1C..1,:..:...... . ......... ..$wE,t,151a�Y`w� "',Luw'','lJ:i7td},t.'3 ir��:i.=i�,�${t�7��i '£".isyq•` `;rpi 3'•ip;�,t�,,�.�61`•..,7 WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI kt}�Xryy"Lh��s ,ter SECTION 15412 - DOMESTIC WATER PIPING SYSTEMS ?e12�,u 'ta PART 1 GENERAL `{''-~ :t 1.1 RELATED DOCUMENTS . : ; A. Drawings and general provisions of Contract, including General and Supplementary f {` Conditions and Division 1 Specification Sections, apply to this Section and Other Sections of Division 15. f 1.2 SUMMARY A. This Section includes the following: � } ;.. , 1. This Section provides the requirements for furnishing and installing domestic hot ry '1 .' r �.},— and cold water piping and appurtenances. ` .:i.•.,� t ii Mfr( P' .'t#,Y�'•:.-,� B. Related Sections: The following Sections contain requirements that relate to this Section: ��,,r>'�y.�.��;��,�.�:�'�`•� , 1. Division 2 Site Work: .`� ^.: �. j ,;;a: a. Section 02300 — Earthwork `r' ? '�', s,, f 2. Division 15, Mechanical �` r'` ; a. Section 15011 - Plumbing General Provisions b. Section 15061 -Pipe and Pipe Fittings- General ,,.,.fi✓' 325•, C. Section 15100 - Valves 'v. < d. Section 15161 - Pumps e. Section 15080 P -Mechanical Insulationp�4 ; 1.3 SUBMITTALS A. General: Subm an it the following in accordance with Conditions of Contract d ' ' Division 1 Specification Sections. }t; 1. Product Data for the following g plumbing piping products. a. Couplings, fittings, and pipe for galvanized pipe and copper pipe. ', b. ;"lose bibbs and wall hydrants. C. Reduced pressure backflow preventers. , ��I 1 ' C'.•lit( d. Flow Control valves. ''' ! '. B. 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't, i�I��L��J,t ��.�:��, r '^'sf�`'4`=�f^�^yxrr*}dtt.�.i.1^t'"�.'f';�r"{:3' "'.�..?.�', z xt°r}'L'.,.rl isri 't:};'J } �..tt r:.'�,t P �.1�•:t'�ti_ rt^.�F�''S`t�l'fi�r�„j .k„U�� t,. r to �t w•� 9'n'�F'::Qc w i.. r '�• '�"r•t'> S�`;k.^;. �u,! r9� r(�2;. ,,((}„}„ Lc ,'t ' i : .. I+r�t��'''Jo'i�j;Y�,-� r' {s1�•(t',p+ f: 4 xt c!•gii;.�a� 31�.'F •.11 re f I'. 1 ,,� t '-i t':t�,`;>n.;��.,. r sa�. 3;t f:t '�t�r9,.,'C :c x:t. .,5r 1 �' t. 1t F } r+:r ,r} ,>*!•�'�iW�..$•n r �::. :s71 'a•�k 'nt ,'< 5'�` �j:'d < 'iY''+. } 1 ti� , < •jf 1' 1si� t' "'`s °,;!�t1x;'�: ;t3:•,t s�SYf,��.iQ_oJX��st.� ,x�' .�,lJ' s�c•�n7+� try;;,Jfr h'.t•5 r y) xb t t t �' ' .. .o,cr,.i,ss F. t , .._J,,...•-..,t. -_ .1. ffrth.+iMeM"11M.t-.n u+..L-..-... ,, 1......._+•�....,t«+ ..�..w......n j WATER POLLUTION CONTROL FACILITY EXPANSION ''t Y'`F`; :: �t ` CITY OF JEFFERSON,MISSOURI 1.4 QUALITY ASSURANCE A. Plumbing Code Compliance: Comply with applicable portions of International Plumbing Code pertaining to plumbing materials, construction and installation of °-' products. B, ANSI Compliance: Comply with applicable American National Standards pertaining to products and installation of domestic water piping systems. x4: C. Comply with the provisions of ASME B31.9 "Building Services Piping" for materials, { products, and installation. PART 2 -PRODUCTS t4J1: 2.1 DOMESTIC WATER PIPING MATERIALS AND PRODUCTS 1 A. Above Ground Piping: a -� 1. Pipe Size 2 Inch and Smaller: Type L, hard drawn copper tube with wroughtr•.,�� , copper fittings, solder joints. jt`•rS:s � B. Underground Water Piping: 1. Pipe Size 2-1/2 Inch and Smaller: Type K, soft annealed copper tube with '°„' 'k wrought copper fittings, solder joints. Typed K copper tube C. Underfloor Piping: ASTM B 88, hard-drawn, with wrought copper fittings,brazed joints. ' '4�aj•: 2.2 VALVES A. Sectional, Shutoff and Drain Valves: 2-1/2 Inch and Smaller: Ball Valves. ` :ors°�I tr. B. Check Valves: All Sizes: Swing Check Valves. +, L yY-•• tj'�,dl >, C. Balance Cocks: Class 125, bronze body, bronze plug, screwdriver operated, straight {t , or angle pattern. Bell and Gossett, Sarco, Hammond,Taco, or equal, ' b: D. Check Valves: All Sizes: Swing Check Valves. E. Wall Hydrant(WH-1): J.R. Smith#5509-PB, bronze box hydrant, bronze casing, 3/4” �r ^'[ n with integral vacuum breaker, "T” handle key and cylinder lock; or hose connection gral , :f equal. t C54199-00 15412 -2 DOMESTIC WATER PIPING SYSTEMS °tF R0—3/19/01 ,L t ��} �,',�� .}t'�`.'''S;t�^Xxr''u:tt'•{�tQki ta. 'i ..iL ./. ^r-f f.L S».7'3^}...'7"t�'7!T'{,�# LN F tv,., y` � 4 r,;d. .�:xJ �}(;? 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'(i,»t4t,s: lK:fY^a.o' i?'t 1 +P/ �, t 45 :r'a , r v .v wa,xtm.rt Mr.{v+'rr..,Tf fN.tAr•rnh:.,.r....-,..........u..,.._.,... w.,w,-*,a•,h.wt:'Mh-9vw+�<Ww14Y.A+N.,..,u.....,._ ��, •?�. �3� h ' � +t••: (�� ((. to ,t WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON MISSOURI i {yy F { 2.3 BACKFLOW PR.EVENTERS •:,i� lt�,t� tm kflow preventers, of size indicated for maximum flow A. General: ASSE Standard, bac .. �u ! rate indicated and maximum pressure loss indicated. where indicated otherwise. 1. Working Pressure: 150 psig minimum except 41s;5' r ? 2. 2 Inches and Smaller: Bronze body with threaded ends. 3. 2-1/2 Inches and Larger: Bronze, cast-iron, steel, or stainless-steel body with flanged ends. ` 7 a. Interior Lining: FDA-approved epoxy coating, for backflow preventers having cast-iron or steel body. nw:; 4. Interior Components: Corrosion-resistant materials. 5. Exterior Finish: Polished chrome plate when used in chrome-plated iping } - system. tyyv ;< x' l'; 6. Strainer an inlet, where strainer is indicated. '4 B, H Vacuum Breakers: ASSE 1011, nickel plated, with nonremovable '; .' .� Hose Connection ��}� '�'�•_ and manual drain features, and ASME B1.20.7 garden-hose threads an outlet. �,.;�• �, y;•,^, attached to rough-bronze-finish hose connections may be rough bronze. DWI *; C. Reduced-Pressure-Principle Backflow Preventer: ASSE 1013, consisting gate valves on inlet and outlet and strainer on inlet. Include test cocks and pressure-differential relief valve having ASME A112.1.2 air-gap fitting located r between 2 positive-seating check valves for continuous pressure application. h middle 1/3 of flow range.Pressure Loss: 12 psig maximum,throu PART 3 - EXECUTIONh 'Y' n . 3.1 VALVES ,�wt�4�,,F1 hr # F A. Sectional Valves: Install on each branch and riser, close to main, where branch or Mr1t r' equipment connections, and elsewhere ' riser serves two or more plumbing fixtures or eq p z as indicated. �. ya� �,>f:•�3 B. Shutoff Valves: Install on inlet of each plumbing equipment item, and an inlet of each plumbing fixture, and elsewhere as indicated. •1` €, r Kit i?, 'M . � C. Drain Valves: Install on each plumbing equipment item located to completely drain equipment for service or repair. Install at base of each riser, at base of each rise or !Y xgyi drop in piping system, and where else indicated or required to completely drain rr> ` i 1 domestic water piping system. yyr u 7L C5-4199-00 15412- 3 DOMESTIC WATER PIPING SYSTEMS . RO—3/19/01 w.+•!,+•'r:�.r;tt:r�,iht .r(tt f�� a :t';, !'rwrrf��i'••?'+a! R7M?aR'ir�ra+r',.w.`�.,•sY. ; .„{. yr••i+. .},�..{r 3 �h<2 s� �S syr.r... ��d�, �, ,v � � r r i+nMtrnita!P', 4,,.<;,"�+�,•. rite /t�. r ,r �. a. ,h' r"SF'-""^"`.,. •,S, f' . .y.r ..+.i..a±^ ,rn.i. .l!T�, { .��" ti ,Y1,r.s 3 .{fyt y}"+� 1.1,t b �S c��• -b•`' r .V'. y, �q,}(p„y+..c�i. Yt..?.;'i;'.:,e:�vi:;tS. { :l tty..rtk��'SSy.. a}�j 'T<f, 4s,, r,hN} r1�:+2'4i r ^�}”; zf. 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Check Valves: Install on discharge side of each pump, and elsewhere as indicated. >; C t';rfi:;;r•r:,:; is yl ,��bFft E. Balance Cocks and Flow control Valves: Install on each hot water recirculating loop, ,•,,, ,,,•, , `i and elsewhere as indicated. F. Hydrants: Installed where indicated, in accordance with manufacturers installation instructions. 3.2 PIPING SPECIALTY INSTALLATION A. Install backflow preventers of type, size, and capacity indicated, at each water supply i `.; connection to mechanical equipment and systems, and to other equipment and systems {' as indicated. Comply with plumbing code and authority having jurisdiction. Locate in same room as equipment being connected. Install air-gap fitting on units having �; ��''�,,.�: ' atmospheric vent connection and pipe relief outlet drain to nearest floor drain. Do not j install bypass around backflow preventer. '"� tai y.�,.^Y '�tf't;t' :•y B. Install strainers on supply side of each control valve, pressure-regulating valve and solenoid valve, and where indicated. `'{ ;t. �' i»•�!'wk?qtr:, ,t�r,� C. Install hose bibbs with integral or field-installed vacuum breaker. 3.3 EQUIPMENT CONNECTION A. Piping Runouts to Fixtures: Provide hot and co water piping runouts to fixtures of 'Nj t cold sizes indicated, but in no case smaller than required by National Standard Plumbing Code. t : B. Mechanical,f Equipment Connections: Connect hot and cold water piping system to r t 7��x •�';�:�. mechanical equipment as indicated, and comply with equipment manufacturers : installation instructions. Provide shutoff valve and union for each connection; providef#' . drain valve on drain connection. 3.4 SPARE PARTS A. Furnish to Owner, with receipt, one valve key for each key-operated hydrant, bib, ory: faucet installed. 'K 3.5 STERILIZATION i A. Sterilize the water system with solution containing not less than 50 parts per million y '� available chlorine. Allow chlorinating solution to remain in system for period of 8 ': F hours. Have valves and faucets opened and closed several times during the period. F B. After sterilization, flush the solution from the system with clean water until residual y,_ •� chlorine content is less than 0.2 parts per million. , C54199-00 15412 -4 DOMESTIC WATER.PIPING SYSTEMS R0—3/19/01 :. �iF xi y x5.. ,�+a4, .�,', '�;::�.�,1t'�{�.i�R,M,i'�:.'�C ra. 2',��;+"'•rwe.+i.rpep�.tn,�.�,'��'1.' t t. {i.�.1 t��r''y�, Y .)r},e�'t�"�, d;�`',' 'f '�,�';"yy,, ,x3 tJ�ky(+±y�tt't'�•,•,'fi^, T��t + })y ) ) i+}{".Ty ¢ ,..ry ' G.i tr r''t/ !t t+v�f1 'a• 4, #t`}xy�r t�tip,,$taw. ; Y {� t,7° ,pt 2,spat'�r11'{r {, s r`dYf,.,y a.: .ee L t' 't. rs. f r ..s ° •;1 fx k.'� r' � !��rdl riN �."C -�f• -,�,�t',a''' ,<�1 ;tdit"fY . .;:�x.,y:(�yStl. 4;'"i'j dr �� tc y fi + ,�. 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N ,. ...lu .i.+.n .n•y.,wr+rvrfasen„w,,..,..t..,.:s...i.... ..t•"?b;a.1.+:;.iiss. :.i+.�:a:.tis....,.i.+..•.. ... ... .......•.,.•. ..,....._._ ,�xt{Y�,� r=h{h}.t3 }, •.� b, i r,'t h u f ,it. WATER POLLUTION CONTROL FACILITY ENPANSION CITY OF JEFFERSON,MISSOURI t SECTION 15414 - SOIL, WASTE AND SANITARY DRAIN PIPING, APPURTENANCES r VENT PIPING AND AP N } j 4 PART 1 GENERAL + 1 1.1 RELATED DOCUMENTS ;� +,��,t�`•� A. Drawings and general provisions of Contract, including General and Supplementary k. Y .:. Conditions and Division 1 Specification Sections, apply to this Section and Other r'3 Section of Division 15. 4 1.2 SUMMARY A. This Section includes the following: {:s. P a g piping " famishing and installin i in with in This Section provides requirements for Earn' �`" •''�:. d laterals within 5 feet of building. buildings and under groan .,� The following Sections contain requirements that relate to s B. Related Sections: IMW t :x Section: Division 2, Sitework: i 5 a. Section 02530 - Sanitary Sewerage. b. Section 02300 Earthwork. f ` 2. Division 15, Mechanical: rt,� a. Section 15011 -Plumbing General Provisions. �� t `�� b. Section 15060 -Hangers and Supports. ' t1 C. Section.15061 -Pipe and Pipe Fittings_General. 4k � � d. Section 15431 - Drains, Cleanouts and Traps. 4z ,.., t 5k jz:1 _ Fixtures and Trim. e. Section 15440 Plumbing 1.3 SUBMITTAL ' "J1 :L�at`•J'��1 A. General: Submit the following in accordance with Conditions of contract and 1 Specification Section. ;r ��,,,�, f:={ Division _- g", gg 1. Cast iron piping, fittings, and couplings. 2. Vent terminals and roof flashing assemblies WASTE AND SANITARY DRAIN `s C5-4199-00 15414 - 1 SOIL, ; PIPING,VENT PIPING AND APPURTENANCES RO--3/19/01 I f ��ti•• a r. tr .t ..ry �r".r.rt.^f'7"�',^"l`!%•�","Tt`� n. .,iY; y',,xL',.' 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Comply with ASNIE B31.9 "Building Services Piping" for materials, products, and �.X installation. _ , r• ; , B. Plumbing Code Compliance: Comply with applicable portion of International y, Plumbing Code pertaining to plumbing materials, constriction and installation of products, r � k PART 2 - PRODUCTS t:+ 2.1 DRAIN AND VENT PIPE AND FITTINGS ` i{ A. Aboveground Piping Within Buildings: : Y � 1. 2 to 15 service weight ASTM A74 cast iron hub-and-spigot soil pipe with cast �., iron, hub-and-spigot soil pipe fittings, compression gasket joints. 2. 2 to 20 service weight ASTMS A74 hubless cast iron soil pipe with hubless cast j4s'^ FM iron soil pipe fittings,no hub joints. ,s' :a 1.ffl B. Underground Piping: � k r ��. 1. 2" to 15" service weight ASTM A74 cast iron hub-and-spigot soil pipe with cast iron hub-and-spigot soil pipe fittings, compression gasket joints. 2. Polyvinyl chloride PVC plastic. D NV Pie ASTM D2665 Schedule 40 lain ends PVC drain fittings. PART 3 EXECUTION 3.1 NOTICE AND FEES 4 r1( '?��yfF4\j P A. Give proper notice and pay all fees and other costs for complete sewer service. �•. . rir 'SSe<i�}tmay, 3.2 INSTALLATION OIL BUILDING DRAIN AND VENT PIPING A. Install underground building drains as indicated and in accordance with International ' Plumbing Code. Lay underground building drains beginning at low point of systems, ' true to grades and alignment indicated with unbroken continuity of invert. Place bell ends of piping facing upstream. Install required gaskets in accordance with manufacturer's recommendations for use of lubricants, cements, and other specials ` ' ,f installation requirements. Clean interior of piping of dirt and other superfluous material as work progresses. 'Maintain swab or drag in line and pull past each joint as it is completed. 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Give horizontal pipe a grade of 1/4 inch per foot where possible, but not less than 1/8 j inch per foot, unless otherwise shown. i ts � y si �,rv� C. Use reduction fittings to connect two pipes of different diameter.. $t D. Change directions by appropriate use of 45 degree wyes, long sweep quarter-bends, and sixth-, eighth-, and sixteenth-bends. Sanitary tees may be used on vertical stacks. Use long sweeps at the base of risers. E. Provide a separate trap at each fixture, unless a trap is built into the fixture. Provide a deep seal trap at each floor drain and hub drain. Place traps so that the discharge from any fixture will pass thru only one trap before reaching a building drains �+ F. Make vent connections to vent stacks with inverted wye fittings. Extend full size vents i ;fk`' thru the roof to at least 6 inches above the roof. G. flash with 6 pound lead flashing approximately 24 inches square. Flange the flashing ,+.�� s ''ir^i,' 7 67Ctirt” to the lead sleeve. Extend the flashing up and around the vent pipe. Turn the flashing .,t,�� ,.;; .tt>,rJSrT_�� s. down inside the pipe at least 2 inches to make an absolutely watertight joint. H. Install one inch thick extruded ded polystyrene o er underground b uildin g drain piping not �'��.-.��i�'�a• s under building. Provide width to extend minimum of 12 inches beyond each side of pipe, Install directly over pipe, centered on pipe centerline. ? . 3.3 TESTING �rrj :>4;.: i�✓4i rn A. Below Floors: Test pipe below floors before backfilling and connecting to sewers. ��f<s��.;��`f��•t:: 4.`r• s 'E± ..} B. Maintain not less than 15 feet of hydrostatic head for 2 hours without a leak. f C. System Test: After all the various sections of soil, waste and vent piping are installed but before fixtures are connected, a test the system by: q'Aa ` 1. Plugging all outlets. k��rtt� :`4:r 7 ... Filling vertical sections of three floors at time with water. Provide wyes as re- ��7�x�x•„r•�•,;;' -;, quired to facilitate plugging. �y4 { .' =l 3. Test for 4 hours without any drop in the ? r water level. 3.4 PROTECTION A. Protect drains during remainder of construction period to avoid clogging with dirt and debris prevent damage from is and to px en fr traffic and construction work. B. Place plugs in ends of uncompleted piping at end of day or when work stops. M ` tt?h '''a.� �� 3•fr'S,jz�,. 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This Section provides the requirements for furnishi 34'r . ng and installing a complete acid-resistant piping system. B. Related Sections: The following Sections contain requirements that relate to this Section: 1. Divisio n 2 + , Site Work: ail Section a. o Q2300- Earthwork 2. Division 15 Mechanical ,ts' • <' y'J a. Section 15011 -Plumbing General Provisions U. Section 15061 -Pipe and Pipe Fittings -General ryt C. Section 15060 Hangers and Supports =[5;; nrys" d. Section 15414-- Soil Waste and Sanitary D tik 4 ``+ ` i rain Piping, Vent Piping and Appurtenance e. Section 15431 -Drains, C.leanouts and Trapsrr �xy+' t 1.3 SUBMITTALS A. General: Submit the following in accordance with Conditions of Contract and Division 1 Specification Y,"`� .... tion Sections. ;�;ziR�%u�4�'�:4�.,:� J ?� 1 1. Acid waste piping, fittings and couplings 2. Floor drains �r}=w��(�;�.jtYs`;::: >ti•yabaN rt s+ 1.4 QUALITY ASSURANCE A. Comply with ASME B31.9 "Building Services Piping" for materials, products, and �•x" �' installation. B. Plumbing Code Compliance: Comply with applicable portion of International ; ;rr;}. ;' Plumbing Code pertaining to plumbing materials, construction and installation of products. fk: 4<<;,;r M1 ' 7r:ttlr -t �'1'i's.7ti�� ,t. C5-4199-00 15415 - 1 ACID RESISTANT PIPING 2}axe err RO-3/19/01 AND"APPUR,TENANCES ' `$ t„„�{. L`,bt" 1.1�',.k, Nei t •.4 7.5�.o-'^^r Yt'1.v^�. rl `.� y7 '7 ^}'.f�'�"M"t)!w.tMPNwwA*+r!w+..^.*"• .j: t rs'-r•..•,..!•r+t? •�' t'•7f; 'if.'1 �}"tShY i of � i �• ,.t t ;;i' '}`,-4,'� + erlr {'�,"�- 3! 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J7ak`iFm' Acid waste and vent piping shall be extra heavy, high silicone Duriron cast iron bell and spigot pipe and fittings. 1+� 2.2 PIPE AND FITTINGS (ABOVE GROUND) A. Acid waste and vent 7�'•�:� piping shall be Schedule 40 fame resistnt polypropylene lene with mechanical or welded joints. PART 3 EXECUTION ° l:r 3.1 PIPE AND FITTINGS i. .,t A. Support pipe from building structure a maximum distance of h feet supports. ,# x7t N Fi t b B. Grading, offsets, fittings, hub drains, floor drains, traps and cleanouts to be ins A " tailed as specified in the Section 15414, Soil Waste and Sanitary Drain Piping , Vent Piping } and Appurtenances. jr ti j•�s'Ir�,�'r�:j 'f ';F ' 3.2 VENT PIPING ��EK} ., r;•ti ` A. Extend �;�;r,�}^ .;<�R�'s1�"��•,,;s;��;;�� full size vents thru the of to at le nts a ro least h inches above the roof flash with 4 `rn�t4�a ��q:�•nzr raj pound, preformed lead flashin a ",' =:tr` kS A`-: g pproximately 24 inches square. Flange the flashing � ' to the lead sleeve. Extend the flashing up and around the vent pipe. Turn the flashing g ,t . f down inside the pipe at least 2 inches to make an absolutely watertight ' P P � Y g �omt. � 1'r � �.ta; '1 ESTINGr T A. Below Floors: Test pipe below floors before backfilling and connecting to sewers, ` � Maintain not less than 1 S feet of hydrostatic head for 2 hours without a leak, !� C. System Test: After all the various sections of soil, waste and vent piping installed, are but before fixtures are connected, test the system by: q �"t,{ '•x`14. e'>r��'j` I. Plugging all outlets. r r , l 2. Filling vertical sections of three floors at time with water. Provide wy es as � "•' required to facilitate plugging. �3z 3. Test for 4 hours without any drop in the water level. END OF SECTION 15415 C5-4199-00 , 15415 -2 ACID RESISTANT PIPING RO—3/19/01 AND APPURTENANCES `��t' E�.,,,.itiMti"�l�a,'ta:�� .;r;;r�:r' `�:�.r,b'.°i5q,.t,'',d,�M�-}'„T,z'�.v�:n+1'e;�ir54r• i.;�7w..,w.^�i"`t".§',�°uL. c�,e»r.r...-......•e;:,,,..v;yt`L,:,.:t:v,:•4n ...;•n.,„.y, �� s.sil�'��y�?+r7t;��tF(.,�latt yy 4 raf`rf4.�l��,t.,Sr�y,�,�t�,�.,se: �;. :;h{S,t�;�:,.,< f � f, K t ;.E a r d .•`t. n�.,i.i' f•��r. f ':e'r "t, .t? a�,',ifi,t •v: �;,Epsty tr•f r t ttd;x."�' tt , X to 'r fFj t trs A t. s,Y.` r,Sh,Sr kr�",tF ;: y, dt a �• y5` ,L,p•�e f pa t �t`.�. ��, .t :iJ, ! f r t t S '�+ r Y }..� t .fin t `�) 't`�+ �• 'F'T; •.i i'•�� . • 4n' 'F`. 9 w f�V"�^,}K" �.'° V& i T r C j",rkw�'�Y• R. '� vrr4^Tµ;/Js tat`'} �,.{ "� '<4° AA{{1155 ' f j t Pt La 1 }°.^ .' 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Drawings and g eneral provisions of Contract, including Generd Su PP lement y " " Conditions and Division 1 Specification Sections, apply to this Section and other. Sections of Division 15. 1.2 SUMMARY A. This Section includes the following: 1. This Section specifies pipe and pipe settings for roof drainage piping system. �� {•.� �. � t... NV( B. Related Sections: The following Sections contain requirements that relate to this " "s Section: .,ri'�ry MITS"1. Division 15 Mechanical: �r;;�"��''�r• :. a. Section 15011 Plumbing General Provisions. ��;,•�° b�,.t:`�,' b. Section 15060 - Hangers and Supports '{ C. Section 15061 Pipe and Pipe Fittings- General. i�4 ` d. Section 15080 -Mechanical Insulation. lK155 e. Section 15414 - Soil, Waste and Sanitary Drain Piping, Vent Piping and 1 Appurtenances. 6` f Section 15431 - Drains,Hydrants and Cleanouts. Y: 1.3 SUBMITTALS MOM A. General: Submit the following in accordance with Conditions of contract and Division 1 Specification Section. 1. Cast iron piping, fittings, and couplings. 1.4 QUALITY ASSURANCE '= A. Comply with ASME B31.9 "Building Services Piping" for materials, products, and installation. r; B. Plumbing Code Compliance: Comply with applicable portion of International Plumbing Code pertaining to plumbing materials, construction and installation of O products. 4'i, _} A,. r fur• .J ' C5-4199-00 15416- 1 STORM DRAINAGE PIPING R RO--3/19/01, : ! , •-�;, �•.7±`rte„t'•;'#�r..*..i:d:",;,ys�`�' M s^",", ',t+�,i t '.?,txt:�'f y t+",hr.i J: x't`•;'�f,n".rrn'° M t. ,r Y"`r',�i�cs,:.,4.i,J1.•t!}'`.t fiib 1u.7 i'`C"1.X.t ti.-'h}�,r;: .Nti':, .. ..� r:'tn:.l.Y.r t,f k�.. 4^. !7 1-r? .} r i• E ;ii<t..,.}�.,}.i1� .i%'i"tq*,Rr`,L.,n •1?"' 'i1.r r:J 'irt ;If „ R< ; !•'I' ,J 9 1:a.G' i' <rt t r�:•r r ;r.5 't Tr. ,{: 's ftr �:�' ,i' +3 r >~: i.,.r,. ;y,: ;ylSFi'j:'r,.t }. ,•� }"rs ;�J.�/[27b.< �+f'tY; Ft��ii,r•.s �X.`+y� .� r{' jt�, ;.j^�-,:,4' ,-i.�•,ac r fi{�^! �r:�'f- k r� ,.1Y'. „i •St,Y,�.`• •,3i. .�,. 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Y. i 4 .� $4'�,r32 7.✓�!#`'tt.}r tyyr. a r �r't t+ 'i?.f k 'S r �+ ` �t; �F.c:tfr'{w !zt ft``,�tr n.'!r `t•,{,° ?+..rr''Atr .r ,� r s { [.•t � �r s 1 4:Y� d :! 1 �#1. 1,1 ili {lj, r ��j4+��i41j +r :•5 i 1 r� .i � r •. r • ... _ ..,. i,,._ { ry��.e ,r. .:r.�t S,.. ,...i.x...::.,+n�F.ec:t<af.dirr.«..crri,,.. ,.+_.._....., :. __.:.,........o•°. r.:i.a:our•n.w �•w«.n.,.w.. .....,,........:..... .' ..•..:..,.,:.u.:..w,i:.�,.„...w.•...w.,ri...w...e:.I,k.w�d�4f.�R'�U:�F+. . ' F f6 } �1�.R I p al t WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON MISSOURI ! PART 2 - PRODUCTS � 2.1 STORM DRAINAGE PIPING, ABOVE GRADE ` A. Cast Iron Pipe: CI SPI 301, hubless, service weight. Fittings: Cast Iron. Joints: Neoprene gaskets and stainless steel clamp-and-shield assemblies. i�'��.111 •, '�' ��•'! .� PART 3 -EXECUTION t ' 3.1 NOTICE AND FEES t' i > A. Give proper notice and pay all fees and other costs for complete sewer service. 3.2 INSTALLATION OF BUILDING DRAIN AND VENT PIPING Ot f a „t 'i1 ••`?:tai.{ A. Install underground building drains as indicated and in. accordance with International Plumbing Code. Lay underground building drains beginning at low poirit of systems, { � true to grades and alig nment indicated with unbroken continui ty o f inve rt. P lace bell ends of piping facing upstream. Install required gaskets in accordance with �;•: manufacturers recommendations for use of lubricants, cements and other special rk .? installation requirements. Clean interior of piping of dirt and other superfluous material as work progresses. Maintain swab or drag in line and pull past each joint asn nXii it is completed. Place plugs in ends of uncompleted piping at end of day or whenever :h `.# ” = work stops. B. Give horizontal pipe a grade of 1/4 inch per foot where possible, but not less than 1/8 nal SNr, inch per foot, unless otherwise shown. ii 'I'` C. Use reduction fittings to connect two pipes of different diameter. A'; lg�}'/k'Ktsf YJA f :.. D. Change directions by appropriate use of 45 degree wyes, long sweep quarter-bends, . and sixth-, eighth-, and sixteenth-bends. Sanitary tees may be used on vertical stacks. Use long sweeps at the base of risers. +', ?� �:'.'". `"` A F 'r 3.3 TESTING A. Below Floors: Test pipe below floors before backfilling and connecting to sewers. 4 � ; B. Maintain not less than 15 feet of hydrostatic head for 2 hours without a leak. C. System Test: After all the various sections of soil, waste and vent piping are installed, t ,{ but before fixtures are connected, test the system by: }' 1. Plugging all outlets. �r r,5;[I 2. Filling vertical sections of three floors at time with water. Provide w•yes as } required to facilitate plugging. 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H 5 r rr ,�. 3 Z3y^t 4; 7't k` 4-( SL•r, a' h (} ..3� `Y; }, ri�rt ~< � •r)y .f.t I. r Y a.j.i ds, r t'•n t(! -h r,yat g�! * �' ,I� j' ��d^� �,31�E`� r .yq'�s.S Y,. 3!}F. t'� ti .{iji,:,i �� t}a • �j� ,�,r �,.t �`.�' 3�j Cfkr3� ,� ,� ¢t�t: .'�� d t .ZrS��' �?n!r r..yx��,f �t+.r��YI'^1.j tF•.r:x`�'+s t S:'..�1 ? ) SYit h r 7�K'f+Y,��(Mr�"ik')s�;.ry"�3�,a�,s �.t'a x jv ,y� #('. 5, .'4cs ,'t.t` '� � s rh. � s :L ( 1.'r It is,� + �fi�i x'r.�i�r{r�C,.{•y}.i•f L•*•��1{�r'%n i%�t;. t4 )Sl.j'tti" .§r,fc�f»: e`4 .{L�si,, a5 }}nl,• ;*`ia l�,r}'`,,,;1?Y;:'�;�t�' y �4�!qtr l �i'1 �o }- t:j, • � .atr rl ✓f 'r��..�v�tF•'� ��i�' f,�,tr .�:•�i`r< S�r'.�v3.;.oil# 't,.,•. i. T , i .Il" t 'i2:�ni' :t #i��:i1...,d•:'.i�C.� L,tsr.,'uwS:cC:+:�>a,d'Hi+d4c.la�eteeivl�+„w�S.rulr.,ir;tF'.,�j;IrfiFt.:a:ie.. tiL.6;t�ib:.�LbY+�'i4+rFd,�`4�4!`Au(W. r.1F+tiYts.'}�K..=.v.n3n::t!Stt'_;.�3�{-' ,i�"., } ,t5 WATER POLLUTION CONTROL FACILITY EXPANSION ' ^° CITY OF JEFFERSON,MISSOURI :� �. +' `thy?i•" k;:a,s`u�� t'} 3. Test for 4 hours without any drop in the water level 3.4 PROTECTION �r5 ors rr A. Protect drains during remainder of construction period to avoid clogging with dirt and debris and to prevent damage from traffic and construction work. B. Place plugs in ends of uncompleted piping at end of day or w P g P P P g y when work stops. g � END OF SECTION 15416 2 LOP y'SSA.ftr�.a i r�1y. �Y� r e >t 3 ttr�'fr� W'� yy•+�. a 1 3rr1t M ti 3 k. >r CS-4199-00 15416- 3 STORM DRAINAGE PIPING t R0--3/19/01 3 ') a rf+iS�r r• r M,>f .� j �'1 l�( �f Y r' �, � ..5� �r' r ',H V' r°s�r r 'w\ 4 + #�T' � t.• '• r A" ) a'N''�� 4v t4 9r�., a� �t i`it ,'(gyy ,ri,, d ,Y a r' '� w .��r t� � 3 /' a E.» py�ei, s r I' 4 Y F 1 1 1 rr r" �t k, 'q%,q r r. Z ,,�, i l,-y p ."+' ,,,� e ..S s� r� ".t o .�•}� }e= dT� �'' � .r..;i,.,r sr' .,'da �. �;,':� t��; l t �� r r;: '� J' n: '�r r , #; f ti. j� 7,1:. tt�tt••;�@(• i,'•'�,, j 1. 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'} c' j 'r. � i' ., < <r �,! :1.,{��Fy. .,ds`J.j�v..r,,�y.!•' r{'r',�L ��p"�`�'f '' y� '� ;iY��:.for}..`:.�Sx:iw,�„ke«,/..ac.:n'u r;.n.:Ts' .:L':.;1�.,.<...r:'ti_..w.._._s.._.,...,.,..r,H+utircr;to.a,1F+.MVr�;.;•�:..,,x, .w,.,....._..,.._._...� ,...__.,.,.:......,..+rrtr:>ti*VYrkts`7M!r,3•rwieyM,a�n.h.+.,.......',,,.., .,.,»ra...>..a..,a;»:J.:::s_.;�,.srt'�latCS"^1'`�"�144'S r$t��*�i ��jf z'�•'"firt r' .� WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI . '�:.v�4,tA�•k .r�r. J SECTION 15418 GAS PIPING AND APPURTENANCES }� ' ( c 5 ? ' FART 1 - GENERAL >>� 1.1 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and Supplement ary ar�wn Conditions and Division 1 Specification Sections, apply to this Section and other ; Sections of Division 15. i 1A 1.2 SUMMAR`I A. This Section provides requirements for furnishing and installing gas piping, including the supply line from the service lines to as equipment and a appliances, termination of ��yy •{� �7 }}}��`iyt gi' J tl gP the service line with a plug valve, and final connection toequipment and appliances. B. Related Sections: following Sections ••; �:�,, The fall wig o s contain requirements that relate to this *y Section: 1. Division 2, Sitework s a. Section 02553 -Natural Gas Distribution ,,.{ '`' Section 02300-Earthwork;,,t.�i::{1jr,:;r 2. Division 15,Mechanical ii a. Section 15011 - P ng General Pr ovisions r° , b. Section 15060 - Han g r s and Supports C. 15061 - Pies Section p and Pipe Fittings- General � ! d. Section 15100 - Valves -; 1.3 SUBMITTALS ,�i,i r.4') "9'it"k��r'4�Y';tl''�'Gi•,.;t..�k;1. A. General: Submit the following in accordance with Conditions of Contract and ��{{ --= Division 1 Specification Sections, $''''°' }i ( 5, B. Maintenance data for natural gas specialties and special-duty valves to include in the operation and maintenance manual specified in Division 1 Section Contract :, 'v ,•alA'* {'t iSy Closeout." TY' t,y. ; 1.4 QUALITY ASSURANCE A. Comply with NFPA 54, "National Fuel Gas Code," for gas piping materials and ' 'r t 5 components; installations; and inspecting,testing, and purging. B. Comply with NFPA 70, "National Electrical Code," for electrical connections between '. wiring and electrically operated control devices. r C. 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N�, R},� f��•�,3,1r� �}. r.'G��.Fs$!t, F,ivy � tit �5�l�. f'>i y-r.r s„S:t., i�l 4,i. .:, �l t. t , '.E '�,t:i s tl) 's�` rU+t•�jr, ,�,;:, +? � �''” � ,,'��?'i: �� ,..� ?[c�.:a,J x;,!,((�� J�a'j/ , .:,� t y 1'r. `i...r, :;l�v,,�Si +. !at!lrst �t+>W"'}:e+�•�' t 't�' r ya .�Jt• ',4,;tf. x 'FA;t,I''2{ (' ) t <f $ �,r T(n4' 4. f, rm","+ty,.pf' ,y ' )".Jfl } : t 11• 1 ,�:..�.n.t.H/�SM1 N ., k r,?� x��3,�{��r�:il::e �ti ar=t •� �'t'+..f '' r s .'.��i 14 � (§','7t*�f�o#,,.P"`n...•�� •`t::} -�w F 7� r�, F +•'t ) t! t r. `Cr .. ! j r,''„�,ts r 4s;n •�'�4 yft{`y?�,), r' Y T ' s. :'.I• t S ..'`, x` {`Y'i�ks �t Yjy�`t2T the a �n.,'tS?`ref.`iA . i;t { y ' •..t G r `�,i'. ,�•?;k.��;".,�2.;} t. :��V+�•�;+.?a;", S�Gi i.1J1 ran�r.S.itn.Lw+x.,,.J..,+t»„....:..ri.;:S..::w+wa»1L6nSa><MawM,., „L,...........,_„ ._._,., ,. n i•..mr,,.v4...•�,+-v.,.r+.n.4.,n..,.r...iJ...�..,�s ..., ,»..........«c..w:...,,,.,...w..,.,•».....-.,_�;.amsM'h•Mu+'YS:.r,.`�i .k+6..�.�? �».... 1 ;.�i�1� rY WATER POLLUTION CONTROL FACILITY EXPANSION =r' { CITY OF JEFFERSON, MISSOURI +�a�.Csf4 tYx +i T' r r�- PART 2 - PRODUCTS ` { 2.1 UNDERGROUND GAS SERVICE PIPING A. General: All pipe sizes shall be black steel pipe; Schedule 40; wrought steel buttwelding fittings. Machine wrap pipe using 50 percent overlap wrap, with ,.„ ,•M��.,„,. <° wrap extendixg ittin s usin g 100 percent overlap polyvinyl chloride tape, Hand wrap f ttin g onto wrapped pipe. Comply with to P a manufacturer's installation inch beyond fi instructions. B. Pipe Sizes 1/2 Inch Thru 12 Inch: Thermoplastic gas pressure pipe, tubing, and f ttings complying with ASTM D2513j.. cKt�nj. C. Pipe Sizes 2 Inch Thru 12 Inch: Reinforced epoxy resin gas pressure pipe and fittings complying with ASTM D2517 xA' 2.2 BUILDING DISTRIBUTION PIPING 1Lf ,�4 f4rn� �ytp�xfiit�; Schedule A. Pipe Size 2 Inch and Smaller: Black steel pipe; schedule 40; 150 pound malleable- i iron threaded fittings. Use weld fittings for concealed pipe. k0aN r B. Unions: Use 150 pound standard 300 pound water, oil or as malleable iron ground r joint unions, with bronze seat. r.sk';A1:r�. i1:, f” •' C. Flanges: Furnish Class 125 ANSI cast iron flanges. .u. s;?,,.•' 2.3 VALVES A. Gas Cocks 2 Inch and Smaller: 150 psi nonshock w.o.g., bronze straightway cock, flat rj7ffzry; ?� ors square head,threaded ends. Crane, Walworth, Powell, ore equal. �'y ' q q s ,' Y .+ M 2.4 PRESSURE REGULATING VALVES . r rs A. General: Provide single stage, steel ,jacketed, corrosion resistant gas pressure regulators; with atmospheric vent, elevation compensator; with threaded ends forf . ` 2-inch and smaller, flan ed ends for 2-1/2-inch and lar er; for inlet and outlet as pressure, specific gravity, and volume flow indicated. �t.': .tab ` :Mt1��•! PART 3 - EXECUTION 2i 3.1 INSTALLATION OF NATURAL GAS PIPING: tip! .y. ;t A. General: Use sealants on metal gas piping threads which are chemically resistant to { ' natural gas. Use sealants sparingly, and apply to only male threads of metal joints. 4 �, r CS-4199-00 15418 -2 GAS PIPING AND APPURTENANCES A. RO—3/19/01 s� �,'A :;tiff..t''xtt, .:j• �.7 MOW? ✓ .4?i�;w.)! 7-f'+! 7, A�auvs+:t'`."""; �' r��+,,,, �'��t�':h•'Y'<1ZC`�+�x'.9�L`�'F+tr°,t i�:+jri:"C�FY'i�i�f��}� i.{ )r .:1��J ; r'. t � 1Ysi•'yt2+'•fL I3' 7 '.,.1R�>`lt ,)i.r,`.t i„trrr t ��,.: r_f . .,! � '' r ft3 1 '.i �. r �xt tt t� ) ?�'! r�, >Jyt�? �, '�� 1''w .,� i L u'4i}N'i '',.f/,Aif, ✓'.;�o.� 5�,igir{7}r; r:jF-ijk�1 L:,,�:�ff1M.r,�11r1 rvr.t(r.7..ia, ..�rF4,w y),- y,;..1�tS�:,i t�!. i,.sC�tFU b)��;i tj}yff t,>r ��YY,:,�i'�sSN•"k�M� ��t y y� •�'/ ?l:7_U' o f}.��:Y •,4+,A{i' .YP%': i !i{`e.iyr i .r'�i' r? tfr-1'J4. t +'�J rar' d;t 1 , �i1 f. .{.�j}4. s y'.�}+':t ss U a t frrt.. ^tt t 11�' S ,; ;t 'a.nr�,ar',+ � ,i,: 1rM c tr, �. ,(`S iy P,,., ',. h ,y, R .r,,ia`7” {f..itkV.. b n-r7.�.+i:-�,-r,F%'a) Jr s.."�t.:,t:i'!s.i "t.:,=', 'G,' '`ri•` .1A to .Ja4rsfR„"'„vin!.��L`•j y+.�.;rja�'7?"!n�"r,{t { Fs = w){h . 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' h,f� e•N 1 '"#i xY .+,. � �'xl' '�P" `f{�t, it•-Y'{7,C f F .,.{��tr`«.�i✓,"..4 Cfi' rs'J i , .. i' .t.,.,'i.,,"��y `.i`t't3 n }' •4}!r a {t�.'t�s.1 :��rt} •h.; ,;t 4h t?4 sy �. r". f1 stye. ?t 4Y` fl r 't �'t• i .;•' .s '.E,t t .i,.x..14�iq'?r'„��fi��ri.� @ rl�t� 3 .��`. �rV.�t;(itit'L.,.`LYit e" ',.s .rir. t yr i ' .. ti .j( r�l.y1'. ;t.+y a�}:+�!t-,q, •�•tj ��;.f�r`tf�` .�t�,.+ „�, t.•i'�„� t? 1 2 p .. 4+ t '.s t! t.t.'1� 4•Xk� ! � t�. '..p.k,Qa'S'f lr.:�...,�t.._u..�.s., ii.:i,}.......,.. ,�....4 ..:...,. . .,..t...... .... .v...mrwrvtrr.^%,:a."tr.•+'m .,,,,,w.,. ....__..... ... ,a....:.. ..,,..i•.,.na..-uarx•.,..ro:...,w t......�..�_. ._....�.a+.xn+ii,,:r.w,,uw.r..:.....�a:c'.�...�5"., z,1..r Yh�""'+� �•: WATER POLLUTION C O NTR OL FACILITY EXPANSION f , CITY OF JEFFERSON, NIISSOURI ' {y , pig S t E. Plug each gas outlet, including valves, with threaded plug or cap immediately after installation and retain until continuing piping, or equipment connections are ;.��.f.,`':wu,� ,, • completed. r C. Install drip-legs in as i in where indicated and where required b code or �� ,�;��.•y�. i�� g piping g � �1 Y �;�� r t,r:• -•; regulation. ' D. Install "Tee" fitting with bottom outlet plugged or capped, at bottom of pipe risers. E. Install piping with 1/64 inch per foot (1/8 percent) downward slope in direction of j flow. ; F. Install piping parallel to other piping, but maintain minimum of 12 inch clearance between gas piping and steam or hydronic piping above 200 degrees F (93 degrees Q. G. Insulate gas piping exposed to freezing temperatures. H. For piping underground beneath buildings, install in welded conduit minimum two •r pipe sizes larger than pipe. Extend conduit inside and terminate in accessible portion of building and seal. Extend conduit outside minimum of 4 inches from building, and 4 �" ie="u', 1 r °••�r;f.. vent above grade with minimum 3/4 inch vent and return bend. tr ZZ I. For piping running thru ducts, ceiling air plenums, or solid partitions, install in welded ;s;� 'rM� conduit minimum t�vo sizes larger than pipe, ventilated on both ends to outside. 1i SM7 J. For risers running through concrete or asphalt, install through minimum. 6 inch pipe sleeve. Fill annular space with gravel. � K K. Install magnesium anodes for underground steel pipe, one, 5 lb. anode for up to 100 feet in length and one, 5 lb. anode for each additional 100 feet. 1r �k'`' L. Install magnesium anodes for each underground steel or malleable iron fitting, isolated between two sections of plastic pipe; one, 3 lb. anode a far each fitting. a.#Y� �.�,''f�C)-5•;kJ.�`�`� wig'., 3.2 GAS SERVICE A. General: Arrange with utility company to provide gas service to indicated location,,. with shutoff at terminus. Consult with utility as to extent of its' wor• costs, fees and ' P ermits involved. Pay such costs and fees; obtain permits. ark, f � ! E. Extend service pipe from utili ty's terminus to inside building wall under utili ty's ��,4 .b•. �'�w �� direction. •� � )��• }:'. C. Provide shutoff outside building where indicated, in adjustable as service valve box, ?� g J g with covers set flush to finished grade. ��•� '�� I,f�:t�•541 CS-4199-00 15418 - 3 GAS PIPING AND APPURTENANCES, RO 3/19/01 '`,^i.r z,'7;.:'.T.,. �.] rjlr„ ,:•w'f' ,^."' r-»•.*,, .!^1*'1!K++!�s.wr°,P{",aca""'tr.^; •—.! 'F. °�i ""1�^`^ '�! .��+e`%.t'# T�'r t.ny,'``•4iRt TV, `Y'', F " � f-• • sjrr,;,�• ,.r., ;- .r�`':. .� .F p {, r {t .� ,,t * 1� 1•U ,4' x-�. ,ry ..C°" ,:� � t '4, �.SJ, .r)t S '�r .7t :'I'• ';�:{Fia�r..rt;- !-+�"'.:wR"' t'!�,5� at �i { a i r ,fiX. tif iit,�,^•#':.. ,?n.}::,;• �,,.. ,i.J,:.r }.,. °.:C„ �{ f.'f .Y.' ,.;,r.r::y1i,;. ..tr ilv,,. rs'r '{r, e:,: �y,rfjt.f'tF .t^i.y,, . �•. 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"1:d"r.�t'�,:rg::a4,.:'+:,•.,:rs;a. .,.i: � t>: �' r .� r�i .r, f� i.l,• ,ti1,a� t,F'i�'(''f t"x...� .1;.r,:r.+ b. +. ��r.. <. :n, � .k: t+s�. � r.t kr ,. s, r .A. �..�. ,,,�,r,.,y:,."? w;. +r •r +C�' ?'#:. �� r.7 1{}-,?�t�,�'C�s¢��?,t��t+t(�..r,'�o rr�, } �!'{73 1 r{c. t tt v . t r , ' f� , c ' at + �i. :'t f sJ '>, .t4 'j,S ft'r! �. :�;w•.t;. . �. : �4�7��`.�''�`�'tig45jh�1��yG'fi,�3`�4°• 14l i S 1 t � ,...1 ' 1.,,_...'. �,., ,�.�...�_. ........ ._... r I'. v $,�"��i�'� 2iSk"Sav_`ii Nl.��irh��+.s+.'wiAr4Gr+Y,w:wN'iti.�.ss.•W:,,..,.. ..v..a .u..,*.•.,.'•rw.:NF.#'.Mrw.oe„«.t.e,o,.w•.+.r..uhw ,a....F.�C.i.,rdu.�.:1:+�.,sFr.i+�r..�..'..+�.�w•+'r+�tSha#i1}�f. ,r� +• d �? WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI i D. Provide shutoff in gas service pipe at entry in building, extend pipe to gas meter �t`j,, location indicated; provide parts and accessories required by utility to connect meter. 411i 3.3 x °' 3.3 INSTALLATION OF VALVES 1A ' `� '�`;�at''''' ja A. Gas Cocks: Provide at connection to gas train for each gas fired equipment item; and F;s . { on risers and branches where indicated. `' },. r B. Locate as cocks where easily accessible, and where they will be protected from g s possible injury. 'i C. Pressure Regulating Valves: Install as indicated; comply with utility requirements. 'j Pipe atmospheric vent to outdoors, full size of outlet. Install gas shutoff valve :} upstream of each pressure regulating valve. 4•r 3.4 EQUIPMENT CONNECTIONS ��°:Ott �''Al•t�. rri A. General: Connect gas piping to each gas fired equipment item with drip leg and `` shutoff gas cock. Comply with equipment manufacturer's instnictions. B. General: Provide gas piping runout within 5 feet of each gas fired equipment item gas connection; provide drip leg and gas cock. Final connection is equipment installation x�� '�y��, j,rt +.° '..,�• work; not work of this section. ` t�y �ZWS � �.:r•ei 3.5 FIELD QUALITY CONTROL A. Piping Tests: Inspect, test, and purge natural gas s stems in accordance with NFPA 54, and local utility requirements. x 3.6 SPARE PARTS '��• �.��; r;��.4 j� �.�., A. Valves Wrenches: Furnish to Owner, with receipt, two valve wrenches for each type of gas valve installed, requiring same. i�� • , .�F END OF SECTION 15418? t�,j 0•. C5-4199-00 15418 -4 GAS PIPING AND APPUR.'TFrNANCES RO—3/19/01 xdry!; lw `�''FdiF 'n)1rr,f� v ,.9> Pr; f:�.7 qr L..d li�n!,�:.,Y}�}j� ,f�,'},� r, .K..+t2,£,+ j; r' • '•.t �, rSYG �'� t •'as�i{ i+'!, ++,`4r M�}:}Y tj a'•"sY a� {kii�(:e1i�1:,::iti;, ?<.•.�hY, .tAIs,l'rh};;,?i .;7��r ''L4r ty i7{-,'•t=� �.,lcrY �{ MIN + ti�5`r i�,h13�lEr�� ,y�,rH��, °''y�'"�rDyj�.'it 1a,v��:jl(rl i.i t,g.{• 4x..4�.i ` 1k .,�s,r�`�f' ll4 K,jLY r $ ..}i yl� ll"'f'�il�'4�'),r'rr•' a%^,t �1?�ti' , a � ♦ .a (,.;£7,�, ,nF tV; :l.Y;`�,,1�(7<Sifi Yv>✓�,U,.gyr5. 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J a •ix. r r-. 1 r f 5 r ! .r< y�( y'7pth�'1.71pf•"i�Rt 's 5• het• t Jtx:i#..er;.Gr�rai c::r..Af.l...7..:....,u ,tr .. �,,., ...m,.a+tx•nr .,...m,•Y1 Xaac.»r.+uw.rY..,...- ,.. ..,.,...a.....w.,.,+.«�r .w»aa+,emi�fw>w,unr,U..w.y.+,........J,:... ,. Ar+'•�rt�'OVi',R,.Si � ''Yt� n, rv,' �� iii'�.��Ay�•i4' WATER.POLLUTION CONTROL FACILITY EXPANSIONr; , CITY OF JEFFERSON, MISSOURI SECTION 15431 DRAINS, CLEANOUTS AND TRAPS PART 1 GENERAL �ry,4,�Y' 1,:,;•. ,AfJr G 1.1 RELATED DOCUMENTS `5 A. Drawings and general provisions of Contract, including General and Supplementary ? Conditions and Division 1 Specification Sections, apply to this Section.. 1.2 SUMMARY z A. This Section provides requirements for roof drains, floor drains, cleanouts and grease traps. : a B. Related Sections: The fallowing Sections contain requirements that relate to this }! s'rgr •.. i uJid 1 Section: r,1. Division 15 -Mechanical Section 15011 - Plumbing General Provisions 0 `:'; ' Section 15412 - Domestic Water Piping Systems and Appurtenances Section 15413 - Piping and Piping Appurtenances for Cold Water Make Up andn :5.� t:,,jt..•5-4�`• ,t7�riY{9� Y,'t''yh. ii Equipment Drains Section 15414 - Soil Waste and Sanitary Drain Piping, Vent Piping, and °' Appurtenances Section 15416 - Storm Drainage Piping 1.3 SUBMITTALS ,,..,,1 � fro.:?`•7 i{(r.,,�MJ4 .%t +1•, f,N A. General: Submit the following in accordance with Conditions of Contract and Division 1 Specification Sections. B. Maintenance data for inclusion in Operating and Maintenance manuals as specified in E_ till, Division 1 Section "Project Closeout” for the following: N ` Mo "" 1.4 QUALITY ASSURANCE A. Design Concept: the Drawings indicate sizes and dimensional requirements of system ', components. Components having equal performance characteristics that deviate from �f ' the indicated size and dimensions may be considered, provided deviations do not li k (;k1 �A`ht { IF change the design concepts or intended performance. The Burden of Proof for equality of products is on the Contractor. Refer to Division I Section "Product Substitutions." 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('1,.'1rr !,: '�r`Y•;t',I>: yl�4' t�Z .r 1 � �•> �y.a �i rl�sy'�•4".:t�`�1 Ptt`�`r sl2' `�!4 Va}_f f�tr ! t + t '`' + } r '}r .try�,J7 t.�!S,Pi 73'�x t,:} �lS�1� • ��n• ..t..ASfin ,r..�t4.i;�,,_.:St � .,` , ,i `} i {. \ }" 1'-:, ,J','1"`it7a;y;'{ r?} �.it al, ,''' ' T..; '} .M•s��i,,.f:�.'F r f yL ..zzF: {. :i t f.,} ,,j)�y�N��r- ,a'V �1a#; t V..7 S t Y�t...f 4 1 �i1 t i 1', f (. t ,+ll..•�.: p.,;,t r nr��,N2-t,G}.��'rrt { t`{'; � s f c f �;' •,�� } ��. ,F •.r t.• `��{3+�K.Ytlu�i.wthu«.�s..�u.t:,,-zt,..,�.,w,.,...:a»..:S..twz•,tM..:e,... k_,._.... ..,....... ,J_....!_,.,e,.,Liar •z•kU•M,ir"%.r4tMM1a**;*IX.M1.uYRka•4o-Lur..ww ....t.-... .. _,..a.....�. ...r..,.„„•ri�rra...r,N:valtS:{��,,r?fIAE• .. ,1¢5t �i A`�• WATER POLLUTION CONTROL FACILITY EXPANSION ; 'i< �rryr; CITY OF JEFFERSON MISSOURI ; s, ";•rx=_: PART 2 PRODUCTS � $r` 2.1 ROOF DRAINS ` A. Roof Drains (RD-1): Furnish Jay R. Smith 1010 (or equal), cast iron body with sump, removable cast iron dome strainer, membrane flange and membrane clamp with #; integral gravel stop, with adjustable underdeck clamp, roof sump receiver *� waterproofing flange adjustable extension sleeve (for insulation). Size as indicated, ' '1 outlet as required. '- B. Roof Overflow Drains (OD-1): Furnish Jay R. Smith #1070 orequal) cast iron body with sump, removable [polyethylene] ]cast iron] dome strainer, flashing clamp and gravel stop, underdeck clamp, sump receiver, 4” PVC standpipe, 4" water dam size as indicated, outlet as required. 2.2 FLOOR.DRAINS (FD) �� A. Floor Drains (FD-A): Furnish Jay R. Smith 2010-A-U (or equal), cast iron two piece to= :gin +: body with double drainage flange, seepage holes, reversible clamping collar, vandal J roof screws and round adjustable nickel-bronze strainer. nB Floor Drain (FD-B): Furnish Jay R. Sm ith #2110-Y-U-F3 7 (or equal) cast iron two- P iece body with double drainage flange, seepage holes, flashing collar, vandal proof W YX ' ��• �� screws bronze adjustable top anti-floor rim size as indicated outlet as required. j1t14 : C. Floor Drain (FD-C): Furnish Duriron #5501-SF (or equal), with flashing ring and Durimet 20 strainer. Furnish floor drain with deep seal s Duriron P-trap. "'V. ,' 2.3 CLEANOUTS +• },ri�r•, r, A. Exterior Areas (CO-1): Furnish Jay R. Smith 4220, cast iron cleanout with lead seal, 1` ; ��.�;��,.• �•��, <<' adjustable housing, and heavy duty, tractor type cover with vandal proof screws, cast ;} flush in a 16 inch x 16 inch x 6 inch thick concrete pad in nonsurfaced areas; or equal. rr K�'• LIM B. Interior Finished Floor Areas (CO-2): Cast iron, two piece body with double drainage G �l•. Y_'V flange, weep holes, reversible clamping collar, and adjustable nickel-bronze strainer, , . rw,'• , Jay R. Smith 4020 round with scoriated cover in service areas and Jay R. Smith 4140 3 ri ' round with depressed cover to accept floor finish in finished floor areas; or equal. C. Interior Finished Wall Areas: Employ Jay R. Smith 4430 Series, cast iron cleanout ` �.1 with lead seal and 8 inch x 8 inch polished bronze access frame and cover; or equal. D. Interior Unfinished Accessible Areas (CO-3): Caulked or threaded type. Provide bolted stack cleanouts on vertical rainwater leaders. E�t -1• �s C5-4199-00 15431 -2 DRAINS, CLEANOUTS AND TRAPS RO`--3/19101 ,' s f MS'X71 .',''.,• !*t:?:'s:Y:'i'F,I"�•�-Est.-.%':"".".#,;; i f. a �. �•,`• '!y�.r 3'�,k��yy�.,yyttr{•�a`t,,r.r n k.i�i fi`y 7...t�..y,,fi 1�4 t r.,',S'.',1 I;K a J i„:a,'�`;i r�,t 1'ti''",,:M 6,>�p'ro 1.r�I r d t}1 t"•?y§�,''s i�;',.',:.2%x Y,t�,,s,d t y,l s,'s'ss„"i+r°5 f k:t r;„�j fi�e l r c''�j c�t?$'y i t 3 l?"q v,l Y t 4 i 4�,t k.,i I C, 7 t 4'Ti o::'.,7i•t.u4'r?c:,.„s,'r r.-z7..i:tt;g!r�7'i•`ry't?r•..`,(.rnEtt>�`z}}”`.�trw n!:.t i w4t n a mt#({'4+w1"t't U.fp?7 a ('i P tih+ RJ f r r,y,E,�P•�e,�t`��Ifi� $. 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Install floor and wall cleanout covers for concealed piping; select type to match adjacent building finish. B. Flashing Flanges: Install flashing flange and clamping device with each cleanout j � passing through waterproof membrane. �y C. Ceeanout Size: Install cleanouts the same size as the soil waste lines in which the cleanouts are placed;however, no cleanout should be larger than 4 inches in diameter. 3.2 INSTALLATION OF ROOF DRAINS A. General: Install drains in accordance with manufacturer's written instructions and in t locations indicated. B. Install drains at low points.of surface areas to be drained, or as indicated. + i11 ry i C. Install drain flashing collar or flange so that no leakage occurs between drain and 1 9� adjoining roofing. Maintain integrity of waterproof membranes, where penetrated. �� a,s, r;',, D. Position drains so that they are accessible and easy to maintain. o Mttr:T�j • `', 3.3 INSTALLATION OF FLOOR DRAINS A. General: Install floor drains in accordance with manufacturers written instructions tit and in locations indicated. ors B. Install floor drains at low points of surface areas to be drained, or as indicated. Set ' ±_ tops of drains 1/2" below finished floor elevation. '��' '?` .r4r�J C. Install drain flashing collar or flange so that no leakage occurs between drain and adjoining flooring. Maintain integrity of waterproof membranes,where penetrated. '� :,� �,�,•�,�� :rt �. �`"�� ,w}fir END OF SECTION 15431 �yc..'�Jf� ^i6 "}: C5-4199-00 15431 - 3 DRAINS,CLEANOUTS AND TRAPS RO—3/19/01 ��'� } �.^:r...rnw.w. {'!'^'w"�r t';v r:F^!^."^.,�+Rw,N.JMMM^, 'f�"ry..'�^imni,'L7�':�7"£• '1-,ry,.. ,� r � �a ,a: s.. .1 ..Y:�.� P,� ".w°4'"'�A?F�M?ud'�!ai!!.a*M,. c .1 t. r ,n.y C':Y;'r :31 F`I''sSr:. R7;.,r,!�i ti f'•`,• ,S"w.y.W: rJN�, .,.r:5,,k',?',�:r ' k,e,;.',�:-.n: ;�J.r ;.r t r r .� � .t.i,.i, 1. t; r �S�;y iJ�.�•r'�yJ�ra�'. 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''R,''1,+3:,14'' syk� `�{� Cj�7{, 7;tr�. :',`,"��.s�•l±!:}t44:�.Jiti 1'„ •.4 t ? ,, i., ,`a,., .,7 e t t,.;}..yw;'�i:51�;,,x ��. { r ^�'^i�L..'l. 5'� e, ,,,,��7''[[ •�{'x, 'r'r �, 7 r 7 x� Lt '# 1„:c�" r,°i :4� � i< :p.:v Mj ') 'y'�,t„4lC `�v5 .,y til. £.r::}4 r t � t J� F .V £?.'r""r6�'+ .t^,.;wSi.•`X ��':t,}`�tflti>* t4`!�}i" },�y`pt' tt�Si" Yra��?i ,pr�'y :.d'` J jfa. :t'k '�'n, r`:t`•',.wh•,�?:�-'h:'` t, a."� F•51,{L� t r'r• i7is:?'g`;�FS#; , ,,. -,.r xY yzi�t J�1 ti.t4.� �d1,.�;a ;fi:,'�• ;� !.,}. t r "i• •',. :.r? t .. .. x.s n; t � ei,+l�,✓..tti,w.:,..r4�twsl..SG., a.3nt:,.:t`..� ,•_,..1._..._r,.,....0 eu.x.v.rc•J.�,H,s.M+M.tiaVMma�niy�,+).kStira Yer,c.., . ...r. .. ,_,........,.,.,,w+•riv+h*tn4ir.SiS...erN t{ ','t'�'# i..c "} �`:'�La:S` •fit:. 1: ?�� s�� '•t��13!.7 WATER POLLUTION CONTROL FACILITY EXPANSION ' CITY OF JEFFERSON MISSOURI �`t^w SECTION 15440 - PLUMBING FIXTURES AND TRIM + PART 1 GENERAL. , tJU ` 1.1 RELATED DOCUMENTS x? "1 A. Drawings and general provisions of Contract, including General and Supplementary ? Conditions and Division I Specification Sections, apply to this Section and other Sections of Division 15. R .�� rz, 1.2 SUMMARY s r A. This Section provides requirements for furnishing and installing water closets, urinals, rr service sinks, mop sinks, lavatories, sinks, electric drinking fountains, fixture carriers ';s� "rj :: and air chambers. ?a'yytx` 1>(°�'1 �fir;fir"N'ra,.X•}:%::t: B. Related Sections: The following Sections contain requirements that relate to this Section: j 2 1. Division 15,Mechanical ' a. Section 15011 Plumbing General Provisions b. Section 15412 - Domestic Water Systems �]j C. Section 15414 - Soil, Waste and Sanitary Drain Piping, Vent Piping, and Iti Appurtenances d. Section 1543 Drains, Traps ,, '•� � 1 ins Cleanouts and ra 7 2. Division 16 Electrical •,�7�Ft'y'Kl7 z a. For electrical connections to electric water coolers and other lumbin p g ' E fixtures, not work of this Section. r� �<'' 1.3 SUBMITTALS g t,� A. General: Submit the following in accordance �)vith Conditions of Contract andt'. Division 1 Specification Sections. B. Maintenance data for plumbing fixtures and components to include in the operation rr ,; and maintenance manuals specified in Division 1. r h. 1.4 QUALITY ASSURANCE J7, A. Source Limitations: Obtain plumbing fixtures, faucets, and other components of each ' category from one source and by a single manufacturer. a�1 �, '�i 4•+3' 1} ds C5-41.99-00 15440- 1 PLUMBING FIXTURES AND TRIM RO--3/19/01 } r tS R r,��7 i?w.aY• e !r.?w.�,.�;•}c•�;C'YIP'F''��i3�fiyr;T" )..dr'• s,S*�.t",-.m-?". )r .r -a l,zy**tt.�..,*v,r.ryruPr R *,tt'�''�'i°,t.�'yY}!"'��:. ;a ..f,,,,),z 4� 't?=•''tr:'. /1 X^�',y�1�1Y'rn. .:f J, n.t1.,'y ,�'tUt.lzr t rd: ;.S•'" t. �_ „r ,c„ 1'i t ,yq t a: n ! �� v .S. �5. a,-r•. a'r i,r'tK.`.? t) z' � t i r, +.7, ,,[•, a',t;,t�t.,� t i ,. s...- N »+r z i,f�r�>a'#'�'+ ��t,•,r5=tr7�' y.',,}�� ,.d, t,.:,. ,•t '�y^ },'P',(c �rr.,'i,Y "tiZ:�';it, .�', s;k f.Jn >• r, .` , 7 1 fi �,' it ttl'•" v s,r,t,T,....:•P�!tr:u•;,�j�'J't.�*,f�-.<4t:a�tl.,�•7 �;�,..wf f+ l "'F• S. lr •�"t" 4�k 'Y�y.z((ar r�.:,�1`,,.,1ti.::r., �!( •rr,,f¢,tso 4 't� t : .`7 Ft ., R7; ' r :r:;fn;3?.n-�s t. 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Se�•�'q.t ��, � � :.�� 'rrt� •7�4��%�,�.r=;"�.ids ,2s >< {l i. c 7 t y t r.St!•{�! e.i}.. -t,,,:fy�7;`'.. ��f i�,��e_5',i;r }S11, . �s} �7 ��,X�,Jt yy �.�xr<c3�t.41�£'.•.r� �, t •t ! �., "! t 1 1 `.tt tT.t.s,, $;y,7 . �...7, � ?lt �Y'•st%`'��-?�&�" (E`{�:,tt,.nS;�v.t;.�; t ;;a t' '.t.. i} 'r S• �r 7t.�f.`*°�•,y4,.�. !t';�'Wlt 7 gR�j'W S4•.�.ssyylyy(1 s k.. 1 } n 7F 22} 4•r, i, i+ i',' J�� i�y'tv��`1F tJ'4 +Jt.f��r"4�1 � rsic �, t 1 t :I y.A, ` !. } J+ + (t af•1r.Ir: t .7 +'*4t.,1k�i)�Y M1 :j' w�v�' r }, .gxgS{r t r+� }iifa WS''�d a,y r� :' 4�"' r � .� t •jt t 1, ' t, �y t.' �'•_. jj.• 'Ye�?Sas�er�c.+.Ora.rtcwi.�7•+ck+rtt.4'�».+rnai+ixW+hW,ar.+'e�'an4.J..:....„.,.�'i,.{,... .i. ,...,...ax.• .w+➢4.•n.s,L+M,k,rMw.nMaa.h.«,.».«...._. ,..,,.....4..+.,,ndr.�.,x..;+..,4.,,.....r.»....:wrir�a.l1!ATt,Jr�"ir'A' .. . y�,. ..kt�jllrf s�•',K�'',f ,.f WATER POLLUTION CONTROL FACILITY EXPANSION i CITY OF JEFFERSON,MISSOURI 4F "R 4 ' 1. Exception: Where fixtures, faucets, or other components are not available from a f.z single manufacturer, obtain similar products from other manufacturers specified ''•j for this category. "v x 'j;,:;:. �••ly. 3 1y f _e�•• i'i,,:' B. Regulatory Requirements: Comply with requirements of CABO Al 17.1, "Accessible and Usable Buildings and Facilities";Public Law 90-480, "Architectural Barriers Act"; and Public Law 101-336, "Americans with Disabilities Act"; regarding plumbing ' ' fixtures for physically handicapped people. ' C. Energy Policy Act Requirements: Comply with requirements of Public Law 102-486, "Energy Policy Act," regarding water flow rate and water consumption of plumbing fixtures. D. Listing and Labeling: Provide electrically operated fixtures and components specified in the Section that are listed and labeled. ..�' 1,° `9 1. The Terms Listed and "Labeled": As defined in the National Electrical Code Article 100. + 2, Listing and Labeling Agency (Qualifications: A "Nationally Recognized Testing Laboratory" (NRTL)as defined in OSHA Regulation 1910.7. •: �` P,:j=i•t i-F i.'t yt hysi i'.i.:•. E. Select combinations of fixtures and trim, faucets, fittings, and other components that `s are compatible. ' F. Product Options: Drawings indicate size, profiles, dimensional requirements, and �; � °f characteristics of plumbing fixtures and are based on specific types and models a : indicated. Other manufacturers' fixtures with equal performance characteristics may .r:.` be considered. 1.5 PRODUCT DELIVERY, STORAGE, AND HANDLING A. Deliver plumbing fixtures individually wrapped in factory fabricated containers. B. Handle plumbing fixtures carefully to prevent breakage, chipping and scoring the fixture finish. Do not install damaged plumbing fixtures; replace and return damaged units to equipment manufacturer. PART 2 PRODUCTS t` 2.1 PLUMBING FIXTURES ` A. General: Provide factory fabricated fixtures of type, style and material indicated. For `g each type fixture, provide fixture manufacturer's standard trim, carrier, seats, and valves as indicated by their published product information; either as designed and1 w r; constructed, or as recommended by the manufacturer, and as required for a complete C5-4199-00 15440 -2 PLUMBING FIXTURES AND'TRIM y. RO—3/19/01 III 111111pl, °° `yq.'±'r`Ir','�,oi;.��i '4"• "sJs,Ur, :r. y •°'�'it;i.�{'i,j;�,1�f,�S.',`rm., ,rr A -��3dt t J .4f ? 1'{"f j3 •,.fpr .n i JS: i + 5 al y H 41 a }tr A�{41.. 4i i:1 �JF7j �t�;,ta;T�, (`S"y ,Si'. ''rr``" t t �t ?�j�"�71k art` ;2f�`e• n",'f5".'��t Wtii h'!i`S�r`��]srt t t.�r,:i"1�5�t"S�.f.�;� tt ,;:. i °tirY`�ik`�{�,L(fr.��.�.,��la.tl+' ;J��'4`1 1 � �°� rfy��a�x,'��= .,��';.nr'.1"?i,:1�"i�'l�,}d�jt�ti�t `kzy�'��J-+l �+� :y�}��oJ �S ..t•. X� 7�+3. 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Where type is not 43sztr 1 otherwise indicated, provide fixtures complying with governing regulations. Furnish faucets and supply stops with renewable monel seats. Provide that all porcelain J11 enameled cast iron be acid resistant. 2.2 WATER CLOSETS {, '" Mr`!i A. Floor Mounted Tank Type Water Closet (WC-1): Furnish American Standard "CADET" 2816.035 (or equal) Siphon Jet Action, Elongated Bowl, close-coupled tank {" type, provide a floor mounted bowl made of vitreous china. Furnish Olsoni.te Model No. 95-SS (or equal) open front seat with check hinge and without cover, color Black. 771 B. Wall Hung Handicapped Water Closet (WC-2): Furnish American Standard t 4}�f 13•r P4�7`. "AFWALL" No. 2477.016 Siphon Jet Action (or equal), Elongated Bowl, with 1-1/2 �"; ; inch top spud. Provide a wall mounted bowl made of vitreous china. Furnish a Sloan For =rYYg ; ` Royal 110-3 (or equal) exposed flush valve with vacuum breaker handle set 28-1/2 ` i inch above finished floor. Furnish Olsonite Model No. 95-SS (or equal) open front :. seat with check hinge and without cover, color Black. Furnish Chair Carrier: Floor- mounted block-foot type cast iron mounting height finished floor to rim- 17 inch. r' y 2.3 URINALS awt H�, A. Wall Hung Urinal (UR-1): Furnish American Standard "ALLBROOK" 6514.132 (or '= ti; ' equal) Siphon Jet Action, Urinal made of vitreous china with integral flush rim. Equip ,a 1717 with 1-1/4 inch top spud, 2 inch outlet and support bolts, and Sloan Royal 186-1 (or " r -� equal) flush valve with vacuum breaker Chair Carrier shall be floor mounted plate type, with bearing p late and support jacks. Mounting height finished floor to rim= 24 r+•n$4f inch.2.4 LAVATORIES a'';. A. Wall Hung.Lavatories AV-1 .,,shyt 1. Fixture: Furnish an American Standard 'PENLYN No. 0373.050 (or equal) wall-hung lavatory with backsplash. Provide a fixture measuring 18 inches wider � • ,r and 15-7/8 inches deep, made of vitreous china. Drill for concealed arms. Provide faucet holes on 4 inch centers. Furnish front-overflow and soap depressions. 2. Trim: Furnish American Standard "RELIANT11 No. 2385.463 (or equal), on �k 4-inch centers with rigid connection 1/2 inch inlets and aerator. � 3. Supplies: Furnish Brass Craft 7536 or equal) extended supply i es with loose key stops. ` 4. Trap: Equip with McGuire PW2125 WC (or equal) pre-wrapped p-trap and offset �� ss+s -r{r•yt 11 11 grid drain, 2 supply covers, and a chrome plated flange, 1-1/4 inch adjustable P t _ > cast brass trap with tubing drain to wall ground swivel joint, cleanout plug and 1� g � $r j ► cast brass escutcheon with chrome finish= C54199-00 15440 - 3 PLUMBING FIXTURES AND TRIM ""• RO-3/19/01 , •:r .. iW S�ry i .x""1,8 •F.,,;., •".w-7Pj•,w.eA,HH,��.r..':t 1A fK' .c!.•..••+•,.,.- - ^ru•-•.;,T.f..zw.•-r•pc,r,:.,' .,l ",'..3„'Y,,r,",_rm :p y;,ee.,. r Y t '1'H'3<t't'•:.:1;' 't ''}. - :.,: •,}", •r.4:.' ;.3 ,r 1."M'�r.�.'y}sy:w+;l�a;'4i,,•: n'�i. .IY-F i+ "Si•:�'t ��' .s. �, 'r•..��rXI s,i,5.S`. ,.r,r.,. ,�>ctt. t..,t. ,:,.. r'] '"'Y„ •G`rrf'si°3.,, e g?t.. •..L,� C.=. ;+,d, _u s t4ry�,'S}.?t. :.%}• F' �'.r;• .tj..�;j..: ,y:.f r 1a ?r'�'E:;�'41a,•r.�i-.1: '1-,•r4•.y ,''d+'.;�'t�t"w�.!. �'�,�-, i. r J {s, ..� �r• >f �{y :,,�,,, {{ 4`r�=_�.. ,...s�„ e a. �. ? t,J,t'. }, V y 1 '.a'f,,�.fr(f.::;.4.;.Y�d •fr, ,d"t%it`I ,,':,i.,1:ua,, ti. .U-r. t,.Sf+{•.:, ��, �.,,, '"� rt .�J'",.. 5 ,b Yr ..tt'4 slti�S. ,�'+�. =,�N'�}l,r,.�',rv� ,;S At,.,(�„ rti'L=�`�D{•. 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''," i}:•.,F,.r,.r V i ''S t� T',`�d'� 5:4�,' 1� } ,). .ri?•u+�2,i�,,�.,4'r.T,.:'it� C.�.{a;:r. {. .i. i tt, r i - f� 4?' !`t�7,�r r. 4? • y, �. ��.' ar. .F'4 1.r r `' i ' ,.+ �S i s y e`l i pp44 4,�t _; ..'7;°�,.•', .k.r 7•,}t f ,+ S :,, > rc:: ,:. ( i?.t.,k .i I,,,.N �) ,tf} :A+,•.µ. 7 ') `41��) i f �.5'. 7 'r i'„� .i. s ti... ' . E, q�r X'H��,,lx�'A,'�%�t' ` '"4•' �yy r�'i 3 u5{a .� r , ..,, , 4 z r5 y e'.rt;.. S ` ' .;�..,r-e,e»!•,v.tdv,.rw!r-4w��.trti:.� . tii . ,j+ fi r WATER POLLLM014 CONTROI,FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI i B. Wall Hung Lavatories (LAV-2): G} 1. Furnish an American Standard "PENLYN" No. 0373.027 (or equal) e Fixture: )' wall-hung lavatory with backsplash. Provide a fixture measuring 18 inches wide F- ��. and 15-7/8 inches deep, made of vitreous china. Provide with wall hanger. : a tif� +' Provide faucet holes on 4 inch centers. Furnish front-overflow and soap depressions. 2. Trim: Furnish American Standard "RELIANT" No. 2385.463 (or equal), on �M 4-inch centers, with rigid connection 1/2 inch inlets and aerator. 3. Supplies: Furnish Brass Craft 7536 (or equal) extended supply pipes with loose I key stops. ` 2.5 SINKSx,� A. Mop Sinks(MSB-1): ti ''` Nrl: Fixture: Provide a Fiat MSB-2424 (or equal), 24 inch x 24 inch precast terrazzo ,�.� f�.•�:,a;�': mop sink with removable chrome-plated brass strainer plate and anodized N. aluminum threshold guard with vinyl insert on exposed sides. `` fyhft 2. Supply: Furnish American Standard 8344.111 (or equal) service sink faucet with x: ?t G ,kR xy aquaseal valve. Provide 1/2 inch union couplings, bucket hook, hose spout end, kz q S` � y ;N; vacuum breaker, top wall brace, four arm color index handles, stops in shanks, �r "`.`T , sr;. with chrome finish. Supply 4 feet of rubber hose. r'': . B. Single Bowl Counter Top Sink (SK-1): Furnish Elkay "PACEMAKER S-TARLITE" b ;�, MODEL PSR2521 (or equal) single bowl, self rimming, 20 gauge type 302 stainless � steel with three hole punch. Garbage disposal, In-Sink-Aerator Model 333 (or equal) '` ' ` M- steel , , 7a d�5rn 1/2 hp corrosion protection shield, stainless steel grinding elements. 1. Faucet: American Standard "CERAMIX" 2021.600-002 (or equal). Brass bodyr' ; 5' . vin g, 9-1/2 inch cast brass spout, a? Wit• f with single control washerless ceramic val aerators with 2-1/2 GPM flaw restriction. J, "u4a 2. Supplies: Equip with Brass Craft SCR 19 (or equal) sink supply, escutcheon JF" > ; ,• ! Yr 3/8 inch x 12-3/4 inch flexible tube riser, loose key control angle stop with chrome finish. 3. P-trap cast brass—McGuire 8912, or equal. 2.6 ELECTRIC WATER COOLERS A. Electric Water Cooler (EWC-1): Furnish ELKAY Model LIEATL-8 (or equal), two- ,t1.:, k level wheelchair access model, stainless steel cabinet, B. Electric Water Cooler WC-2 Furnish ELKAY Model LWCE-4 (or equal), wall u; �. hung, stainless steel cabinet. 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"r!� ,r ... . . ...�3:i.. 3r.•,..» i:t`t.r ,r�'t r �' "0�.. �, .d k F ai'�� 1 4 t'�_•.{'rStq<{yr�'s;S.{ ,r �`t f .'� t ;z �'� .. ,t � Y+ s i:.r 2� �Fk•i�"'+�Y� �r�+�. � ��" 'a£,�tE�t!,`�,t yd ;k :t{f�'J:lt {t1"r .Y y,St}� ? ,C.r'�• .t .. ., i Si '��i',�f,�,. �,,tii s ..`ti2si"..,i..:�t.L4)<.:,u...r�: .. .... ;. d ..r-.:..,.,r+«..>:,�.,r+',�..,.,:..+.,.a...,., ..c...1,.:._.... ..Mx—r,..,..w.wn..4..w.. ., ., ra...,o.µ:..u.Fwauuz.�...�k.}4'>k t.hr��,Y•ix,�p ,.��{L >.}`• q WATER POLLUTION CONTROL FACILITY EXPANSION t:V • '1'nf, � CITY OF JEFFERSON MISSOURI � ra t'� k ,111 2.7 SHOWERS.. v 3 r+{ ymmons Hyda i e 1- -56-285 (or equal) stainless A. Shower Unit (SH-1): Furnish 90I S S p p � steel safety mix pressure balancing valve, integral stops, thru wall piping, 2.5 GPM I flow control, vandalproof with integral soap dish. Receptor by General Contractor. ; . B. Shower Unit (SH-2): Furnish Symmons Hydapipe 1-9015-FSB-56-OD (or equal) pressure balancing mixing valve with screwdriver service stops and adjustable stop p a p '. screw to unit handle turn. Walhfband shower with flexible 5' metal hose with in-line i vacuum breaker, wall connection and flange, 30-inch slide bar for hand shower mounting. Attached soap dish and sloped metal top cap. Stainless steel covering to be 18-gauge with No. 4 brush finish. Receptor by General Contractor. ' C. Emergency Shower and Eye Wash (ES-1): furnish Bradley Model 519-310 (or equal) free standing unit, complete with deluge shower head, stay open valve stainless steel 7i'l pull rod with triangle and eye wash with stay open valve, hand operated by stainless steel push flag handle and 3 GPM flow control. 1 2.8 FIXTURE CARRIERS A. Water Closets: Furnish Wade W -310, Zurn Z-1205, Josam C-720-W, adjustable horizontal series; Wade W- 0 230 Zurn Z-1204 Josam C- adjustable , 33 , Smith 830-W, adjustable r { w, vertical series; Wade W-340, Smith 240, Zurn Z-1204-1, Josarn C-840-W vertical side ' inlet series with adjustable carrier and fittings; or equal. If space limits use of adjustable fittings, 'y j use Wade W-350 Smith 4 0 Zurn Z-12 ' ir- 08, Josam C-BSQ- '.. g , i 4 O and 4S P:,:.;r>�•>�,..,�,.,�.,;,. •. { W series vertical integral carrier fitting; or equal. `iJ,%,r=• ='f =�-��y ' )'Z'j.•" �Z fit,{. B. Urinal Carriers: Use Wade W-452, Smith 637 Zurn L-1222 Josam 230 concealed carrier with bearing plate; or equal. C. Lavatory Carriers: For high-back lavatories, select Wade W-521, Smith 700, ZurnW' y �. 1231,Josam C-300 concealed chair carrier equal. h >°� with concealed arms; or q �,{��,�cw.�z;:�•��-,; :rid '�� PART 3 -EXECUTION 3.1 INSPECTION AND P REPARATION �'r?1?�°cJnw";�q �".•'t:�s Y"�`r'� '} A. Examine rough-in work of domestic water and waste piping systems to verify actual locations of piping connections prior to installing fixtures. Also examine floors and substrates, and conditions under which fixture work is to be accomplished. Correct any incorrect locations of piping, and other unsatisfactory conditions for installation of ''` ' ,•J ,�.�;�i i plumbing fixtures. Do not proceed with work until unsatisfactory conditions have 4} oe been corrected. C54199-00 15440 - 5 PLUMBING FIXTURES AND TRIM i 4i RO—3/19/01 � tc wNfw�}7carr Ii:'tr,S .7A'h1i71�471yrt}�IiN4?r.eta'J(!N4`XT j!?"St)r'F,�.jrn"3y,'3.q'-v"'"`1 t. t.. .i.: ! 'S •t } L f.'r{ ',.* } r{. �:liz•A•J.'�•Yi%t+>i d w7 L7?rtvlsl}'. "l k' r�, w.f {t { < 7. .{.r, i. 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(J..r i t .t:.': , ,'f :Y•3}- E't� 'F 7 / l l� !f)+).Y.rt y9 Q vq�3C IC' t� r ,\; t I i , 1 f y� 'f s. 1 '}S�•l tl'Xr`.�. '� �,'ri•�, ._:�><}s�'i� t'°'e y `�(1kY.4x qq �., �• r�3'X;•FYg�S.ts�� t t t " �,+, �' ! 1•,! •tf. �'�;, , 3,; ^C S•, :'+G1 ��`, �i4j�''-.p t�;: �4�fk{'� ti{q �{. }11z t� S1 �}I -i•: �7 �/ . i ','t yy J{1 :.MF. { hZr \'},�1,.�.ilsa r4}} 'irti 5� 1.��M' .i1 ��44� ';��i4 :� z�?�TJ� f.] z 1 t t "t . f ' s•,t � e y3•.�'e .�a s •} 3'i�i'.^r�`7 tiu�.X16'!k'.i".`.bttk,d.2II.:11i'F�,5cia,t,.r.: s:warY.ri.:af,+i.x.ii'«... .,r........., I......k:t,.�:a.:..ra.,.+m,orar MM >Nbr,YLa�•iMxrnrdnv.wr..w sx« .............,,..�t.•w,ik....r.'rb.,,J:4.,:fa.N.wc•.'lu+e[a.Nr, VY6WR2t6eztS. x+�+u . X WATER.POLLUTION CONTROL FACILITY EXPANSION ;. ,y •s ' CITY OF JEFFERSON MISSOURI �Ft.":.r t.�..� 7tj E. Fasten plumbing fixtures securely to indicated supports or building structure; and ensure that fixtures are level said phamb] Secure plumbing supplies behind or within wall construction so as to be rigid and not subject to pull or push movement. 3.2 CLEAN AND PROTECT 'far 4 y: A. Clean plumbing fixtures of dirt and debris upon completion of installation. Wei t " E. Protect installed fixtures from damage during the remainder of the construction period. } 3.3 FIELD QUALITY CONTROL f'n A. Upon completion of installation of plumbing fixtures and after units are water requirements. 3Y q pressurized, test fixtures to demonstrate capability and compliance with r. � >i> When possible, correct malfunctioning units at site, then retest to demonstrate �.�a��;"�� ,•.;.s� compliance; otherwise remove and replace with new units and proceed with retesting. ` B. Inspect each installed unit for damage to finish. If feasible restore and match finish to L. original at site; otherwise, remove fixture and replace with new unit. Feasibility and match to be judged by Engineer. Remove cracked or dented units and replace with new units. !.�• .is� , t ' 3.4 EXTRA STOCK ; 4 f•.,'. A. Furnish special wrenches and other devices necessary for servicing plumbing fixtures and trim to Owner with receipt. Furnish one device for every ten units. za•_ i. 'ds'� ti '��',, tt END OF SECTION 15440 nj• '`ac'k'' 45 • � f ti ae• y;;t`y:I R: k/t, �x CS-4199-00 15440 - 6 PLUMBING FIXTURES AND TRIM R0--3/19/01 ,t xn •'7 'n;M'r' Rw'tr+4"tr's TM r,! ri i.�.y SYR}-Y•;'+N ,. lfr�Yt ! 7aC7.(V r`�l t��,}! 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Zr '�... 7 ..ttw.tr r,.Sl '� �� S�j�� .��y,�,�147�; .e i a ..... .. ....... ............ w,.r%'f.i.rYi,u."•tS{aTn'{f41,.4,%e'w%,r<...a..d._�.._., >. .-.,4.'.'71.4A+CriFlTi�i ma'''r ��•. .�i..4 Yi a7f� •,(}.;} t 'Ld WATER POLLUTION CONTROL FACILITX EXPANSION >>�;�;� ��;,;;�,�•', CITY OF JEFFERSON,MISSOURI Fri E.,.17"'i•it'tt'S,5it3 ' SECTION 15446 SUMP PUMPS 4.A„ #` ry PART 1 GENERAL , a �cci:q. et•..J >}, r�>��,,JET��X5;4 ' 1.1 1 RELATED DOCUMENTS , ,i A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY A. This Section includes the FIeadworks Building sump pump. SUBMITTALS F, A. Product Data: Include performance curves, furnished specialties, and accessories for each type and size of pump indicated. '`EY '� r B. Shop Drawings: Show layout and p g connections for pumps. Include setting drawings r}r•r, i rat tr 7�`' ',t�=•. }' �::;� rr• � with templates, directions for installing foundation and anchor bolts, and other anchorages. � 4F t y 1. Wiring Diagrams: Detail wiring for power, signal, and control systems and differentiate between manufacturer-installed and field-installed wiring. ? C. Maintenance Data: For each type and si ze of pump. t J QUALITY ASSURANCE ,lit �y t' A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in ,�,�,�r.,;Y.�x'��•a�; ;. NFPA 70,Article 100, b a testing agency acceptable to authorities having S " ,i Y g Jurisdiction. ,�' t7��;,t;•,f::; +13� PART 2 -PRODUCTS 2.1 MANUFACTURERS "r A. Available Manufacturers: Subject to compliance with requirements, manufacturers e offering products that may be incorporated into the Work include, but are not limited to, KKK; the following: win 1. Barnes Pumps, Inc. 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Description: Simplex, submersible, direct-connected sump pump, 40 gpm at 10 ft TDH, � :. �yJ =.fit ;.aF 2-inch discharge, capable of handling 1.%z-inch solids. "r )Y.J 1. Casing: Cast iron or stainless steel with metal inlet strainer. Include discharge companion flange suitable for plain-end pipe connection arranged for vertical discharge. 2. Impeller: Cast iron, bronze, brass, or stainless steel. 3. Construction: Stainless steel with stainless-steel or other corrosion-resistant , '# impeller, stainless-steel inlet strainer, legs that elevate pump to permit flow into ,,. impeller, and discharge companion flange suitable for plain-end pipe connection U Q arranged for vertical discharge. --'.�:�':-�•,�.-:. 4. Pump and Motor Shaft: Steel with facto sealed ease-lubricated ball u bearings. 5. Seal: Mechanical type. ? ' 6. Motor: Hermetically sealed, capacitor-start t}Te; with built-in overload protection; and three-conductor waterproof power cable of length required, with grounding plug and cable-sealing assembly for connection at pump. tittr'k'cti'„S%d. 7' 7. Pump Discharge Piping: Factory or field fabricated, ASTM A 53, Schedule 40, ,, galvanized-steel pipe or copper tube. 8. Cover: With holes and # gaskets. NEMA 250 ��,y 9. Controls: Type 6 120-V a mercury-float rK; c, micropressure or mere switches mounted on discharge piping. _�"' 2.3 SUMP PUMP PITS -)�''''' t' ' A. Description: Cast-in-place concrete with curb frames and covers. Refer to Drawings and Division 3 Section "Concrete." ;7�°g!! Y rK•f''" ��%d:.. yr, t,,:••,.', ^F B. Pit Cover: Fabricate with openings with gaskets, seals, and bushings, for access, pumps, pump shafts, control rods, discharge piping, vent connections, and power +lJ cables. 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I ..,...»...ws.,-r5se/1i+/:tvMiF"Jk7'.W`t15Yi Mlg1RR9!M+n4{wexY�i%w...r.l'1A�..:a....aWtir«'-si«.uait.�.'.w:ih.7u+:wtxw,N;;:��1,r�,,.Fi+�� °�'fi�7eEt WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI PART'3 -EXECUTION r: 3.1 EXAMINATION E fr � TY^r ' 1<, --- A. Examine roughing-in of plumbing piping systems to verify actual locations of pipingn_< .;. connections before pump installation. "µ: :y :7 3.2. INSTALLATION A. Install pumps according to manufacturers written instructions. B. Install pumps and arrange to provide access for maintenance, including removal of w`}_'':'��,U,:�:•:.� motors, impellers, couplings, and accessories. C. Support piping so weight of piping is not supported by pumps. ,�� , �'�•, ,>, D. Set pumps on basin,pit, or sump floor. Mahe direct connections to piping. E s:`vy E. Install electrical connections for power, controls, and devices. :i' 3.3 ADJUSTING A. 7 � i r 'td, Pump Controls: Set pump controls for automatic start, stop, and alarm operation as '•rte• } required for system application. fit.} ^:a t. � 3.4 COMMISSIONING A. Final Checks before Starting: Perform the following preventive maintenance `k"rj' ` 'Al' �; . operations: ,•�=�' �,�.r,,r•,_:. 1. Lubricate bearings. ' k 2. Disconnect couplings and check motors for proper direction of rotation. Verify y 3• fy that each pump is free to rotate by hand. Do not operate pump if it is bound or drags, until cause of trouble is determined and corrected. 4. Verify that pump controls are correct for required application. �� s ` :;:•:': B. Starting procedure for pumps with shutoff power not exceeding safe motor power is as f; follows. aF }`-'fill 1. Start motors. , {ffK 2. Open discharge valves slowly. 3. Check general mechanical operation of pumps and motors. 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This Section specifies various types of gas heaters for domestic water. '`�< ... l4i i qal jya�S��•k f i B. Related Sections: The following Sections contain requirements that relate to thisr� �+ �}[jj�' Section. a!�F,1 1. Division 15, Mechanical Ixt�a :S a. Section 15011 Plumbing General Provisions ;�• " b. Section 1541 2 - Domestic c Water Systems C. Section 15418 -Gas Piping and Appurtenances •u�' :- yr «!?` 2. Division 1 6, Electrical '1.a�4 "{t+ , a. For electrical connection to electric water heaters and other plumbing ':' S'� '�•zYrcl, fixtures, not work of this section. tfa{ a; � l ;5l 5r e�(➢j��'.;;t 1.3 SUBMITTALS A. General: Submit the following in accordance with Conditions of Contract and x Division 1 Specification Sections. 1.4 QUALITY ASSURANCF, .::{s, k', }''�i.:'rig •Yi. A. Manufacturers: Firms regularly engaged in manufacture of water heaters of types , �4q'�e materials and sizes required whose products have been in satisfactory use in similar `r�� :+' JJi � service for not 1 wr, ess than 5 years. B. Installer: A firm with at least 5 years of successful with water heater work similar to that required for the project. r2 C. Codes and Standards: Water heater shall be listed by Underwriters' ,Laboratories, approved by National Sanitation Foundation and shall comply with applicable . r plumbing code. n C5-4199-00 15453 - 1 DOMESTIC WATER HEATERS ' .f RO--3/19/01 :k.`.;:r'•as�7"44T,.r, )sa!". '17M."1l^'*f.'�.C7'Ai :�,:tH::YU' ,yrrc}'. r. .. aka { 1 w.i• ,+.,,,7-t( t f„ •r.v A,. .a r ',f r. } r7:.C-,t ny',4,t. if�i.." 'c, a,r, 0`x r •rJ.; t'.* ,,ti .•ir A; 'L, k' •,t^F'. 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'GS'S? t ,4.� t: r5- t r• a + �s ?. it .rt .a 7 ,• :� t + � .tt 1`�`� std' �+ •�.�� x i ,. 3- t. t'. 'Y ' an}+a�,s%1��.�' tt'.r5 .} f y+ , �,' � �Y:k t w f�r:•uS�l'�. i��'�rY iT i . '� , { .:.,�, y i :. ' ..." .' . : t - .. +.,. k i VMWbrHM:J+w.:wMtat.,.:n,.+.:...aniw'r.e"�+x+r+A^w.xSf.m..+.,..«.., .. .,e.. .... '»,+�t..'"t.r )',+rr7,..c!qt ri'MC9lb4ithU thY.lf<c�•Mnow•....,.......,. M�.+. �:••a,..wraw.iC<r++k6s.�w;Vyuwlr+HrN+'.+:!'J!9��' � y Y { L FACILITY EXPANSION WATER POLLUTION CONTRO ISSOURI ' CITY OF JEFFERSON, � '��,�,}�jti D. AGA Standards: Provide water heaters that bear the label of the American Gas Association. E. ASME Code Compliance: Provide water heaters and safety relief valves that comply with ASME Boiler and Pressure Vessel Code and that bear the appropriate code :. ° v a. symbols. .. F. ASHRAE Standards: Provide water heaters with performance efficiencies not less than prescribed in ASHRAE 90A, "Energy Conservation in New Building Design. G. Design Concept: The drawings indicate types and capacities of water heaters and are t based on specific descriptions and manufacturers indicated. Water heaters having equal performance characteristics by other manufacturers may be considered provided j . dimensions, operation, or other characteristics are minor that deviations in capacities, p :, .r3f and do not change the design concept or intended performance as judged b the " kz ' Wil :!.yet Engineer. Burden of proof for equality of wate r heaters is on the proposer. Yp't Nit 1z �1 2 WARRANTY , r � OR A. Special Project Warranty: Submit a written warranty, executed by manufacturer `' ` , rF,� ,M,......ni agreeing to repair or replace water heater units that fail in materials or workmanshipfi Failures include, but are not limited to, tanks within the specified warranty period. coils, heat exchangers, and burners. This warranty shall be in addition to, and not ar5 �„ yt: v ., limitation of, other rights the Owner may have against the Contractor under the Contract Documents. ,:+r<ti : "a 1. Warranty period is 5 years after date of Substantial Completion. ? PART 2 PRODUCTS 2.1 GAS WATER HEATER A. Gas Heater (DWI-i-001): The domestic water heater shall be LOCHINVAR high- efficiency water heater, Model ETN-O65; or equal. 't ' 1. The water heater shall be insulated with heavy density fiberglass insulation and trimmed with heavy gauge enameled steel jacket. Lower operating thermostat, llltr:9r t ' t;:' upper operating thermostat, temperature limiting device and a drain valve shall be 2f '� w'. ` r" .� ?.: factory installed. An ASME pressure and temperature relief valve shall be furnished and installed. Sj ' 2. The complete water heater shall be listed by the American Gas Association r ! ' Laboratories for operation at outlet water temperature of 180 degrees F. ; 3. The water heater shall include all standard equipment as shown on manufacturer's wr`� specification sheet, shall fit properly into the space provided for it and shall �< conform to the drawing requirements. ' r C5-4199-00 15453 - 2 DOMESTIC WATER HEATERS s. RO—3/19/01 .f; gip• �yt:'� •,',Z:�ct�^:r.r±rr'*"•",^'tr'+i" V�i+f7A7F!....,.�,,.,.,,..,' �..,.ut.+y 'p;: t_-yav:{F Sry�.7.��'.f,,:[,t':,:.1:i:a y.:3.i'Si'},;}y>;'1 j'[! +F? . { •i .o G”' is .( ti �1v4 J r. _h 1' li=t `:`:;t t7y n� ,S�-t J' 4 9�JP 1 ?) .±, 4 yy C �}rC yt3 •1 t ,? tt � y.rt? r'1. ? :.E ,� 3' ' 4vt. i.s�'�,C '�YY�, sd' r c v{t.OY' 9, dW, f!t� t 4 t^i� •�r.'r{ a!yU.G,rr (t �7,' +3 l a�, .If r 3;+ `r t fi; t ��, J,,,, ,• "?a• S"= t v„, p } t.'� n 4 "''r h.j! itt,y(1 �.t�, 1 r w )e i7}'.`'.�,�'! t :,:. yy:'eC ,.;eta. t� r'r+}'.}, ,S'r� Gtj s l r r %!, e-1. f��t i ,n,Y„ 5 ''lr C. 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Gas Heater (DWIi-002): The domestic water heater shall be LOCHINVAR high- efficient water heater, Model ETN-040-4; ore equal. y 1. The water heater shall be insulated with heavy density fiberglass insulation and ,,; * �° a` trimmed with heavy gauge enameled steel jacket. Lower operating thermostat, ` ° : r upper,operating thermostat, temperature limiting device and a drain valve shall be t; factory installed. An ASME pressure and temperature relief valve shall. be f fiunished and installed. 2. The complete water heater shall be listed by the American Gas Association `r ''.,• s Laboratories for operation at outlet water temperature of 180 degrees F. 3. The water heater shall include all standard equipment as shown on manufacturer's specification sheet, shall fit properly into the space provided for it and shall conform to the drawing requirements. t T` PART 3 -EXECUTION GG Ypt1n'' ` ,,,, 3.1 GAS HEATERS A. Location: Clean and dry location with a minimum of 6-inch clearance at sides and back and 48-inches in front of heater should be maintained for inspecting and servicing. Consult local codes for proper clearance. Central location is indicated in icft4, .d=' drawings. 1. The water heater should be located on a pitched floor near a suitable drain if •�' 1{ a possible, or other provisions made to prevent damage, to areas of the building h ` subject to water damage should the heater or one of the fittings leak. Drain is required also for valve discharge and routine cleaning and flushing of the tank. '►'f�� 2". The heater should be installed in a level position for best operation. Shim under E skids of necessary. r c. J B. Installation: Inspect the water heater and 'burner for possible damage that may have occurred in shipping or during storage. Check the rating plate on the hot water heater ` } •w; :� ' and the burner. ' ` N.t 1. Shut off valves and unions should be installed so that heater may be disconnected it a for servicing if necessary. Hot water and return circulation lines (if any) should be insulated. Cold water supply line should be insulated. y=f; 2. The water heater is equipped with a temperature and pressure relief valve with an ' = .,� ASME and/or A.G.A. rating for the input of the burner and the working pressure 7 .x', ! : 1 of the tank 160 psi). The relief valve discharge should be piped to a suitable ' open drain. The drain piping should not be smaller that the relief valve opening, t.t 't No valves or restriction should be placed in drain line. y`t 3. The water heater must have sufficient uncontaminated air from outside the } ' building for satisfactory combustion of gas to operate the bumer. 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' r 1 . t�,c. ;.y't '�LyU t V{.rr.y�a �t�.��'�e��[' t } x i, °i. s,A% ��+f1:.."• ,ut�s . .�R'fy�i'J;r.q,t�,.y� r z. i s t: { ;`#. ' .'t' .P', t '� J. � '.t et:`' �4.a.Y"t��i,��+�t��,,��,,?:ia„i;.ai.{1��;.'j� r iaL>�h.4w::t.sNU1:..�.I-�,',;;t�.cuwjr4»diLLur'�«n+►i.,.srn.Lb.:,..,..:cs......t„!,,, •+_....,,»,,++.,++kxw�+tr•r+M4i�we++r'16ati1iawl.::.,Y '� .! + r t�{. � '.4 5 $1 Vy . 11 WATER POLLUTION CONTROL FACILITY EXPANSION _ r j CITY OF JEFFERSON,MISSOURI areas, air for combustion shall be obtained from outdoors thru permanent yn4' I t openings, C. renting: See HVAC section of specification. •, ��,�� D. Electrical. Wirings to the unit should conform to the National Electrical Code and/or other locally authorized code. }t, 3.2 FIELD QUALITY CONTROL A. General: Provide the services of a factory-authorized service representative to test and ' inspect unit installation, provide start-up service, and demonstrate and train Owner's maintenance personnel as specified below. r f; 1. Test and adjust operating and safety controls. Replace damaged andt+`a t 4'1 malfunctioning controls and equipment. . B. Traits Owner's maintenance personnel on procedures and schedules related to start-up T, and shutdown, troubleshooting, servicing,and preventative maintenance, >t`i �t i?"�if,, ii 171 1. Review data in Operating and Maintenance Manuals. Refer to Division {Y•" �%_`+;�i t., P g 1 Section 'Project Closeout." 2. Schedule training with at least 7 days, advance notice. ; I 3.3 COMMISSIONING :: tt'.',1' ROL r A. Perform the following before start-up final checks: �� +.�� r4•,,� I. Fill water heaters with water. 2. Piping systems test complete. 3. Check for piping connections leaks. ' '! 4. Check for adequate combustion air. yy}rr 5. Check for clear vent. 6. Test operation of safety controls and devices. N, B. Perform the following start-up procedures: ] 1. Adjust operating controls. "3t 2. Adjust hot water outlet temperature setting. f# , END OF SECTION 15453 C5-4199-00 15453 -4 DOMESTIC WATER HEATERS R0-3/19/01 Eli, fi�ne t.Et'•t�y'47Y:.j,'.iZj;y4}".�"?'' w�.CS'.,+,�gMrrR`Y'F�F'3(S.}i�T:i"';,1•+�"5.r�°}�`'�✓r^n•"n e.�!tw!nl �1".', . `�•' 7! ,r •'.�`�,}�,,t��'t t. r ) ,1 a-f"� N`!'+`CCY;S:� t'+ ,n 1 }S 3.•��'l�itlYe gtr. ptr 4' t1.�Si{! �8 :i A 1t� '*f�t`° .^r .kd`•j{ A�1��' t}t+,%r ,n ;t t "vtf +'?F d .i n YYY }t'�tt Pitta t.4 f�'ate ,',i!trri',C,,rA•v''i `r+` / dte 1. � t3 �`Yj3: • 9 �J:�3�i'•' f9+• �rt?{V�rryf y:,y' iy �, .;7♦t t�,{^,1��,?Y. ��t!�� =ns�lt{(_",1y.� _t rtY y r'4rx i.,y?.t.'Ntlr S`z')°'�1 f',>k5'C.k�{�'y,t2yr r'k A a r 1 ?�{ la d l^ ir:} �n`� .si L'�k��pkya rr,� t,�}t;•{x f•n.SitlrrlS <.�!�: { M?tf.k.r,4 •tYa t i y '�' e, rvt f .itr? d ,. 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Ufa ` !`r a�`"�.:"}o-;'a 1. ��3u 1 }�41Y r ;yi v�� sfk .i �t'r.+t f. ,rSi,:t',?Si:+�,d�. .r '�f� '�3�7 .y1,.�':r1rF'� 'i. t�Y y i}�r 5t�'• fi, c .� ,,,' 1 , 'fin} =i.' � r � r1 '1�. t r f�(� IJ./ ,1 r'. t + 1 !4 f r t h�i '� 1'1+ 'f � �2r 3 �,, Sr: .r .2,1 x, 6, s,7f �'• ,0'tZ kY..,F�,Aj{j' A N�'r t� St•'r�r Iv :>,ti: Yo,: 1 i Y '.'.i .4t :y .7c,; i = ,. 1::'ty*..rr v,,,'t-f�S,�x 774:$y.j ryt7'it ' 1 M .ar'R §§E'.1.• t h}+'�4`��:r �,tY,t},�'% f.s j.t t ..t�4� •'t 4: .yyi. dl'tc <,1 :i,r�Ji;^'�}t!' :�6£I('`r+�(;hs}:' ;� E A'i' �°.:`,ctrl 7i,:1., ,t.✓: v 'L t 't t, r t ,3,. 3 .;�,;:�:1 ,,t'S,r l''i+71 1V I il; t I t )k:'�F? ks9i 1� �y. ,� .•��. ,r, •4. t 1J, � it. t �'s`+" � t ! ,t ,:..t..........o.,.,+Nr..a„",:.rn ve-r.v...tn}E1r„rrm'y.,......-, _,.- ...,_.. ..-., ..,.,...,.a.w,r..�.�.v++yt.VT•r�!Wl+,nR'r3!2.'khSt(v°F+.''M�t�r r+°.e�.:v.t .»....r++,.. , r •s WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI SECTION 15457 - WATER SOFTENERS .r� '.:. PART 1 - GENERAL 1 t 1.1 RELATED DOCUMENTSs':, r A. Drawings and general provisions of Contract, including General and Supplementary . Conditions and Division 1 Specification Sections, apply to this Section and Other fir; Sections of Division 15. 1.2 SUMMARY A. This Section includes the following: ,. 1. Commercial Water Softening Equipment ;RZ, 2. Control wiring between field-installed controls, indicating devices, and unit F 1 control panels. B. Related Sections: The following Sections contain requirements that relate to this Section: 1, 15011 - Plumbing General Provisions 2. 15060 - Hangers and Supports 3. 15061 Plumbing Pipe and Pipe Fittings General 4. 15100 Valves 1.3 SUBMITTALS ± y , .•Ip r• � 4�t��Yrf,4.. A. General: Submit each item in this Article according to the Conditions of Contract and Division 1 Specification Sections. 1. Product data including rated capacities of selected modules weights (shipping, ;n installed, and operating), furnished specialties, and accessories. ' 2. Wiring diagrams detailing field-installed wiring for controls. why rrt 3. Maintenance data for inclusion in Operating and Maintenance Manual specified in Division 1. ,. r 1.4 QUALITY ASSURANCE ��^tL: is F; "�.4 A. ASME Code Compliance: Provide water softener tanks that comply with ASME ; Boiler and Pressure Vessel Code, Section VIII, Division 1, and bear the appropriate code symbol. {fir Lt B. NSF Standard: Provide water softeners constructed in accordance with NSF No. 44 y' "Standard for Cation Exchange Water Softeners." } : rs :fi C54199-00 15457 - 1 WATER SOFTENERS RO—3/19/01 ' •y'}{0.' i <it F 1'�'%`•�{�kF'.i,!�yr.nr f,,k\1Y�iitruri,,,uY.e t f,.-t�r,?'}`�'ngi.',ji,,;�:�Y}f t r1 t,v�if.,tiT t:e,?./ti.`�:.!.tl'C"7;d'r�;.",s S;r.iJt..k,Mi,t r^7...,'.!kn;1�,'�,Y i�S i*`'..'�r,.yre,t,�S;yd{l��L fir P t;t�t.,A�J4-,S,I�,,t cft,:i?r!'..y i�,::.'ut1,I zz'''r-R w i',:�'4+,�Ly�r:#r,�,;y`7:P,�ys b TstD.F..�:;:.:y aJ f.;fiiSr',�,",�_,+!•_.i'k;",vs't t.*n C1.,',r ty:i''?l�,'g!'r'•",.r"(r v E w r{,n,1.lyI4an,,m-r.t J f>►y t,.Pr<t+�..1�:y.lr I:.•St"s t t i ly"..,F•.r"vI,,2 k,'{�"::a's•?..4 C°.vyS.:'.,;^,,c,t;F`•',f,i�s�...1r�,JF',`+'4,.{t'.r r 4�tt�£ry�`f s.,�;;rl.at...;r t..,"'.,�,�t,�.,.hr`Yi?fi.'{.'t•t t',�i•,„nr.'s u:i�,;t{..s`,.S,,v�,l.,c✓.,tti•5:a:,,?.rr k�n'r.f.t:<ei�Ly�!.•:>t#1 s,,^:.,,.'t.;!`:fiI�t t.:!t;,,,1'�t'SS�N-'(.�-,✓>.cr p,,rru4,wkY.,rw^k y{j'fi'4"t.yyr rr.;r�Yh*,'t'•.'%M�”v'+J T��ti~j r,�'��Ti:�'7'ri�,v e`�,.�:}•Sf`"t�ih.l.v��Ya�.�...,it��',,t.,.�,',:,.t MPi i('q , Y- }t.ftji D• �# ,L .t,v'G 7: :�. 1t'1 � r� n4. �, Yk�:ey�t{`r'�1 ,!`(,? 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'`'• �.?,'f' ,iiV; ' J� •s ,- 1 t` MIN);,R dt I s•� 41t � + :ty•�i {r' 3r f S 1 t S: `i ?' 4 + is tt. f` 'K(Stx,;• �:.r 1d, 'a ti ,f%.. ,J 'fe r 13 j t � „ ,7f � n� t��•, .�$ Y�7•�A�..1R 7 k v v � V, a: f, .� �� t . ;� i ,� z t ;t '� lA' iii r�Y � lx:�it°F!4�a.rS�"�S�'d�i; r•,ve 1 �'..S,�UA;«'$�1v��lt�JS: .t•rr J •rtt .jy ! ,r v. 1 . t t 'ta..lr `ii� itirE:n§. f;�.�y;tC= t .: tqy,. .'yr< rL�itt.t[`�'.ytpi.�fj�t 1).•t .t[':{Y 1 s fir: t� ! '} '1, 4rf „r .p 5+ r{.'fr.�{-'wi:,,,�t� F."t, t.4' Ij �,4°k.'' •,�',6 . .f.Sit<"f�} F� i i � t ,^ 3 f. It . ' ,. � . .. .r ....... __.i.. ...........! �•.+awwMwudaN>'FtJ�i7�h!i'�t1' �i�.�-t 1 'j!�7Ayt�ry ' f Iyr FACILITY EXPANSION WATER POLLUTION CONTROL .�rtt,El CITY OF JEFFERSON,MISSOURI . " ' a j:' is ` C. Mineral Standard: Provide mineral (resin) products acceptable under state and locale° r� ` } public health control regulations. `` ' :. D. Electrical Component Standard: Provide components complying with NF PA 70 "National Electrical Code. t, E. Listing and Labeling: Provide water softening equipment that is listed or labeled. , 1. The terms "listed" and "labeled" shall be as defined in the National Electrical °i Code, Article 100. 2. Listing and Labeling Agency Qualifications: A "Nationally Recognized Testing v Laboratory" (NRTL) as defined in OSIIA Regulation 1910.7. 'I F. Manufacturer/Product Selection: The Drawings indicate sizes, profiles, and dimensional requirements of water softeners. Water softeners having equal mn performance characteristics with deviations from indicated dimensions and profiles may be considered, provided deviations do not change the design concept or intended 4° „•F4 Y P g g P performance. The burden of proof of equality is on the proposer. frr `f 1.5 WARRANTY A. Provide standard product warranty for water softeners covering: u`,jw{ '#; t„� `•°.cil �.Z .ii"5t.:1��'4j;�lka"'fx> 1. Attrition loss of mineral not to exceed 3 percent per year for first 3 years. r ,' t ,: v <'! 2. Mineral not to be washed out of system during service run or backwashing period. ,; 1 3. Effluent turbidity not to be greater and color not to be darker than incoming yt� r�?i,:" i%,, i 1 water. ff 4. Underdrain system, gravel, and mineral not to become fouled, either with « t,�} Y �.r yy�((� ' turbidity or by dirt, rust, or scale from softening system, or present in soft water, '* r while operating as noted in manufacturer's operating instructions. ' , it•t: r.J,> ,4 1.6 MAINTENANCE SERVICEY't{� � 1 '• ,�C�i '�i2 �4r•,a;M1,�if A. Agreement to Maintain: Prior to Substantial Completion, submit 4 copies of Manufacturer's "Agreement for Continued Service and Maintenance” for water t �, ... softener, for Owner's acceptance. Offer terms and conditions for furnishing chemicals ,f and providing continued testing and servicing to include replacing materials and }' equipment. Term of agreement shall be for 1 year with option for one-year renewal. 1.7 EXTRA MATERIALS A. Furnish extra materials listed below, matching installed products, packaged with rf. protective covering for storage, and identified with labels clearly describing contents. ;} C54199-00 15457 -2 WATER SOFTENERS RO—3/19/01 ,�, ,S tf FI k,•`�`;Sy S,C,it Jf.�:6r >�. y�;raN u 5 )'1,(t ;t,:4''!1 f �~t ri.,f�1 4 U N jtv jl P.R>,a r�j .}"r v,r.tr :�'sf5.� e a<�r tir v 7777-,-777 i r•°a!j- uF l 1 $ � «<Ix U :t t\t�.^�.t�r i�(�k�,�Y 1dr ,2�,{,Ied�i.Sffy,�. 'S e '�.:t�n<eSFiS.t. t-Tt„�- �tF '��r t ,� t(S ..s`.�,' ��. :i}i,� 'N'' .•I.�fJ�i,:k�r5..4)r.?;�r"C .� � +' aft {` ;:” k,lf .'b�r,•r •tad fly• 1}ri .Y f �,{.�el rt r f :i,l',1,'1i>< tlt t Y4 �' ft 4, �'9 ;1�2(:�, yy ,.a.e� �1+�}.�•{'1�,��.�'S., �t��y,lf,�q�n�:li`�r.�n 't�+1 ,r � }�j:t,�tr"'%C�� k'\£1dr°<•.1`...r1 Q,..,'I{,rj'-.siy:,,'•;�R>;.r :�e�'�i y"' :k:+.kM"4', ,�. +1 te" 4 4.{ ••`t' t{r'i;t�.! t Y6'f4'j:.�'Y�d�+,! 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Deliver in 50-1b bags on pallets. Store where directed by Owner. PART 2 -PRODUCTS _>' 2.1 GENERAL DESCRIPTION ON r�r:' A. Factory-assembled, pressure-type, commercial water softeners having capacities and M ? for electrical characteristics indicated on the drawings. 2.2 SOFTENER TANKS s A. General: Single tank as indicated, to provide total capacity of system. B. Fiberglass Tanks: Fiberglass, ASME labeled for 100 psig, and hydrostatically tested t. Y at 150 psig. � 1. Tank Liner: Polyethylene,ABS, or other material suitable for potable water. " °`6 C. Freeboard: Provide minimum freeboard of SO percent for backwash e XP ansion above r:t: normal ion exchange mineral bed level. �..,:,,�>� '.'::` ,r;:::.} ��°''74{7 �,✓,r.{ r 2.3 SOFTENER TANK DISTRIBUTION SYSTEMS k" A. U er Distribution: Single point-type upper distribution system, fabricated of << Schedule 40, galvanized steel pipe and fittings. B. Lower Distribution: Hub and radial-arm type or header-lateral type lower distribution '"`'�' `''' system, fabricated of Schedule 40, polyvinyl chloride (PVC) pipe with individual, (PE) stainers, arranged for even -slotted, nonclo gg in g polyethylene lane fneflow ;!71 distribution through resin bed. ' .r t 2.4 CHEMICALS ry {` A. Exchange Resin: High-capacity exchange resin of sulfonated polystyrene, stable over a•,.f entire p1i range with goad resistance to bead fracture from attrition or shock. Provide { �k resin having capacity of removing 30,000 rains of hardness as calcium carbonate, per tr;'r gam. g p tY g g Lill cubic foot of resin, when regenerated with 15 pounds of salt. a,rj k �'- .;i`�c ;v;• I(.01-t, B. Salt: High-purity pellet salt. Rock salt and granulated salt forms are not acceptable. % + r�yry� 2.5 BRINE TANKS A. Description: Single brine measuring and dry salt storage tank of sufficient sire for at least 4 regenerations at full salting. 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J..-._.... .,.,.,.r.,.,....�.,.:.,,..... ..., .�..., y� �:,I. �t'4e• s � wr��kl, E•';xgqj'��jC ly4er,q'Y! A.0 WATER POLLUTION CONTROL FACILITY EXPANSION ar�t�,e:ihl CITY OF JEFFERSON,MISSOURI 4 tfu 3a"',�'` •r,3Y? fiberglass or 3/8-inch-thick molded polyethylene, with cover; equipped with salt � r t','Si platform and screen, float-operated, plastic-fitted, brine valve for automatic control of `�"Ti Cr T r ':,R ,.. k1,t; brine withdrawn and fresh water refill, and brine tubing and fittings. 2.6 CONTROLS A. General Description: Provide cycle controls, factory mounted and wired on units, thatF; incorporate adjustable duration of various steps of regeneration. Provide push-button � �a '•; start as well as complete manual operation. Provide electric time clock and switch for , fully automatic operation adjustable to initiate regeneration at any hour of day and any day of week or at fixed intervals. E. Sequence of Operation: Program multiport pilot control valve to automatically pressure actuate main operating valve through steps of regeneration and return to service. Provide pointer on pilot valve to indicate cycle of operation. Provide means ,"1 ;� � y ;�, of manual operation of pilot control valve in event of power failure, ,i ; � r ; .,;•n,,= C. Main Operating Valve: Industrial, automatic, multiport, diaphragm-type valve with ,l ;;rte ' following features: f�a�rt� alt,:.•4 46.; ski• R ?'` I. Y.' 1. Slow opening and closing(nonslam operation). 2. Diaphragm guiding on full perimeter from full open to full shut. ry 3. Dissimilar metals isolated within valve. !! 4. Internal automatic self-adjusting brine injector to draw brine and rinse at constant ( rate independent of pressure. 5. Single-unit valves with internal automatic bypass of untreated water during regeneration. 6. Soft water sampling cock. � `� .r 7. Requires no special tools for service. ; A D. Flow Control: Automatic flow controller to control proper backwash and flush rates D. over wide variations in operating pressures; requires no field adjustments. z��LYtm4'z;d h'?'•jit'F.'.. { E. Meter Controls: Equip each softener tank with standard gallon register water meter to record amount of soft water produced. F. Meter Controls: Equip each softener tank with signal register head water meter that „i will produce electrical signal to indicate need for regeneration upon reaching hand-set `Y{ gallonage. Design so signal will continue until reset. G. Meter Controls: Equip each softener tank with automatic reset head water meter that -activated cycle controller to initiate regeneration at will electrically activate signal preset gallonage. Design so head will automatically reset to preset gallonage for nexttF service run, t W P11 r C5-4199-00 15457 -4 WATER SOFTENERS ' RO--3/19/01 y+ f r >�#} ,��,3'.��t+•?,.'�'J,f,jdn;.Y 1 a�r�I4, ,��"`!t 4 ir.•N<�c.�"*t''�i;3:''z'�''t.t'S,c:yx J�;{'�`i:(!//4�'��r'w y'i f..n'.!k+',,!.y r5 , :b•,"Y,.t f t( r�i fr ',! c .i -.itdf. Y.;L tl i,ri�;S?'ri�T.-(di!`,'.L X�E.4 r<,'j}.ii t t1p y 7777`Y .t:. i?.y:r� " try "'Pfip.';•_'tw, X� .r,�.tom�t .. J. `� rt t �§'�5:��'Me� .e'${� k � 44� ,t. drr .t i;f> �. o-t t �'r �• 4Y. t r�r.y r.�r hid � 5 k :��i .3 P�. fi ,r %• $.y'r,1. ".rr �:�, '��'r!s 1!a.'r'••^,ry^,Y S.c�.,i�!4.�. ��,�- 5;1�, t�'-at rf rA � r�xt 7 �. rr 7,c A£:`�St'an {i r'•� x14 f� f 't ur t r i a : E ,ee, s� +e?� �;�f �.. , t r. i t• sz � ' �$e:�`?'�%`t�.,.z,. f. `j ch'r �a�Y,�; � �- '�-•' �#�, 4"" e',.v.i(' s .ii:,�.Ft .,`S,, r Y �jr%P:"�,; �f.��ti3 ;! .•2�E r .Y"?: •'t ��•_,1y'y � '"vs' •{j r).!d � .• � �,,�'{k�t>I�'�it '�'� t� i �,Ei t�x�:. 'SkT ?' ii.. 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F:ias�:Yr�•stE4�.�..n,�,iN:{.,l.i.ir_x ....... ....:......�, s_,.:».,,._. _ ..,».a.....«..;e,u:ry.^5 ra:i4•., u,.0,..,..w,,,....-,. .r ..,......., ,..ry✓>'^iri«.r1in!u..ak�.,..w«.......�..... .,.....__:a. ..�uw..,,.+....,,r.,3i,,;(...i;�.,ici".s_.,,a V aAN', 34' jf .c? i 1, t lr�P f�C lrot - WATER POLLUTION CONTROL FACILI'T'Y EXPANSION CITY OF JEFFERSON MISSOURI 'ltct" ,tp} r f� krs J 1. Provide electrical lockouts on multiple units to prevent more than one unit from T regenerating simultaneously. x tit Spit w�� } a H. Meter Controls: Equip twin softener with single water meter in common outlet header ,oi yIi y"1 ., that will automatically regenerate softener at preset gallonage and divert flow to other unit. t� Ntz13.�: {J{ 2.7 ACCESSORIES A. Pressure gauges for hard water inlet and soft water outlet. R$ B. Sampling cocks for hard water inlet and soft water outlet for each tank. C. Position indicator to indicate position of main operating valve. aF,x ? _ 2.8 WATER TESTING SETS �Ltii A. Provide complete water testing set for each water softener, for hardness tests, in metal container suitable for wall mounting. 3.t fit• - r}":,`lam�f t.k•k,y.�^,T•, - r,�j�� (:tr (�t'�y�y�Ja'rk• ,1:i,ft:5l '�'�-'i� 1�t'ty.'4'•.Y tb f't i PART 3 - EXECUTION , 1 s, 3.1 WATER SOFTENER INSTALLATION .o t A. Install water softening equipment level and plumb, on concrete bases in accordance � ^ with manufacturer's written instructions layout drawing the g g 'dn- ::; :3 .. s, a on inal design, andr',y 3 referenced standards. Maintain manufacturers recommended clearances. Orient so controls and devices needing servicing are accessible. i" • �4 ' B. Install pressure gauges on water inlet and outlet piping of each water softener. Pressure gauges are specified in Division 15 Section "Meters and Gauges." i...kA,�. �;•t�Jt,-i :�i �,Lnt.'',x'J.tx;fi�r,.f:: C. Install water testing sets near water softeners, wall-mounted, where indicated. 3.2 CONNECTIONS ' `"` rte* A. Water Distribution Piping: Piping installation requirements are specified in Division ,h,J l 15 Section "Water Distribution Piping." The Drawings indicate the general j? y" arrangement of piping, fittings, andspecialties. The following are specific connection ? k requirements: •SSi�xu a •;,r�+ .' 1. Install piping adjacent to equipment to allow servicing and maintenance. 2. 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T(�t.h h} �qi IIII .''• `r " t4 ;tRt f ( WATER POLLUTION CONTROL FACILITY EXPANSION >ers„SA« ?'L ,„ CITY OF JEFFERSON,MISSOURI s a. Where water connections are made with dissimilar metal water distribution 'IN4 OI.tt ��-� , piping, make connections with dielectric fitting7t s or dielectric unions Materials and Methods.” specified in Division 15 Section"Basic Piping M Y S-ittlrai; ��'�x 3. Install drains as indirect wastes to spill into open drains or over floor drains. B. Install brine lines and fittings furnished b manufacturer but not specified to be factory g Y p mounted. '; ' t , C. Electrical Connections: Power wiring, including disconnect switches, is specified in 1 Division 16. D. Grounding: Connect unit components to ground in accordance with the National Electrical Code. { 3.3 FIELD QUALITY CONTROL Zi ¢7'1 T G:•r 1! A. Sample water softener effluent at one week intervals after start-up, for period of 3 ,y weeks and prepare certified test report for each required water performance characteristic. Comply with the following ASTM standards: `. ' 1. ASTM D 859-809 "Test Methods for Silica in Water." '" `" ` "VA 2. ASTM D 1067-82, "Test Methods for Acidity or Alkalinity of Water." 4�(`Fr.�"� �' A �((°�`�� 3. ASTM D 1068-87, "Test Methods for Iron in Water." "'' i ti� ir Fly 8: 4. ASTM D 1126-86, "Test Methods for Hardness in Water." = 5. ASTM D 1129-82b,"Definitions of Terms Relating to Water." •,;i fir.^ I.{f�'./^i 6. ASTM D 1888-78, "Test Methods for Particulate and Dissolved Matter in Water." ,:Fhm 7. ASTM D 3370-82, "Practices for Sampling Water. R l `r 3.4 DEMONSTRATION m' ri y • A. Start-Up Services: Provide the services of a factory-authorized service representative 2 s^ . -, to provide start-up service and to demonstrate and train Owner's maintenance ''K personnel as specified below. a-ll 1. Test and adjust controls and safeties. Replace damaged and malfunctioning i` iK controls and equipment. -�, 2. Train Owner's maintenance personnel on procedures and schedules related to tik{" start-up and shutdown,troubleshooting, servicing, and preventative maintenance. x< 3. Review data in Operating and Maintenance Manuals. Refer to Division 1 Section Y' "Project Closeout.' 4. Schedule training with at least 7 days' advance notice. g y .f '. C54199-00 15457 -6 WATER SOFTENERS RO—3/19/01 1; ''P` ..m»-r 9-•+ rs n4i�'p^"""'""".'"S to f �Y� rr Se rp°.f r” ,. , -'4 •i; Sri' + ,�N }�..'-.,v 'r.,15�..3A� .r },j�jSx��G�� i,?�t+:kt r+�.r�tt.y'{r 4 ,f j f fi..Yti rc11;4.r it�.5 ��l{ t JY�ti �4 �,;{ r�i5.itfK`t'c�i,fy'• -C� } ��} �'n r7�13i��3 .?f T8 .�G[� Y /1 x'� �*'�ri 'Y,,,:�� S.;r' ��i� SY,{,. �•ti l� .E'`r r 5 ;�'. / 'j t.�'T 'x�} :t rt f..�' tY �-Xl_i yta• ! 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X'� .x� �t�a., t aa�a'�•i� S��.� 1�x t��ll,1"ii {�s. f;�f 1.,r��,•:.f,r �j.y 1I,... ,r w��,•!�P�5 i��,.�r�' ° �*' ..r# �t• ..la.;i�, w°f' a�d. f t.a: .,r'?n'r•=C;a ?s i 4.t r•; ;� r�� '7' .t} ��yd'�F'�r-�y5,�.'7. '�k �'� ,�'.!. r��,x iyt�ro�a ..�I ' 1. � ` r: $'{ti• to��''r1N'��,.'JF u.�{�'�Y .k' � .,'lJjnr i.yt ;;t n y,',�:'.a.j, ,�.-,;.;�sia.�k ^'nl'�•FX'k nF a �„"'�. "'- - , �{ " :,�:� s�,,.. y .G[t � .• �'- ;r t � .i a F`��"v�a�4,a!- r.}c r r";•'i"�lY:n F II '7t � ` ` �':�.j 3� -f� i. ' t `• �•° M� 1 f'� Ica i3 ,k (4, .�. ,�r<w�F. fS= g �,r�z�j+ 4'st"C s��?L �;��(:y:it.y!' 4 t�,l ,u.!-.aqt x.�.•..'r t��Fd:lTi-b .�f� :•z"'..ii��.'rt.2.�k ;,F'.d.��„1�}�� /Ytf�ct'.� '•.>a�:+�i �k`.Y .�tr C' a s. �.a ? {3�,.{�{w��d'a s°E��T{ i t wS:�� ( >: },� :}., •� �;'�'�� 't�{iw+�'i C+ xir��'ia.ln\' ?'�?'�� a.tku. ! ��}3kY,��'�,! •5!*r��” :a.Ysi�X�,�lal. ,x �-�"�-'S'w>Hw��w..� Y r +r A? WATER POLLUTION CONTROL FACILITY EXPANSION a� r CITY OF JEFFERSON,MISSOURI .s. a 3.5 COMMISSIONING w,4 A. Perform the following before start-up final checks: r= 1. Water piping systems tests completed. 2. Load Softener Tank: Install gravel to cover lower distri bution system, a water; 'w smooth gravel surface and add softening mineral. 3. Load Brine Tank: Add water and fill tank with salt. °t} 4. Check for piping connections leaks. r .. ' S. Test operation of safety controls and devices. ,'ll Pa 4e a :4t!� B. Perform the following start-up procedures: �f'ra fi ,Lj 1. Energize circuits. };y 2. Adjust operating controls. So V END OF SECTION 15457 �; SIYM nY!'� 14.E h:C• a .siFryryU• t a� rL !€F i} C5-4199-00 15457 - 7 WATER SOFTENERS RO—3/19/01 wF � ,� ;� , fit. ��, t� >• x� ;" iz i, , .!1�tJ� a �, :� `(.. `v��d^.! � �'f{>i'•S"�!".:T �`�It4R,'�rr�'�rhj tr'L�y;}:{t) �!� �^��.,5�"�'7!Y S}3{ `�ir'4i�,att,�'r.}. z t 15. y •� y5. ,t"3 f{ .5i, :5� r�, t a .-, ,�r•I .r. !;' �'� ' !' .�kr .t �� `' 'd w{' ..�{ 1..; ...rt r`F+ k�.t ti .�+)?.i':"';�4°. a.: ;t .t�i� � f :i.�.s ..�.{,, a i i.` L r+(4' F�,:..'�'�.�t�.::'3's.}i .?�f�.'�9. .•ir` :'.S`::3jFjn� :{i'' 1. t ,, r a •ywf'.. � �}•.,'.�,,t v�y' tf�„i • }�, 'c'3 ,{ r� t t, A ' 1 � t w„ 'w'!a4:' , •. }._, r,°t� ti:.• :ti..s. t. :r;:v ib �t s 'I7*i'1;rt firs f .��}jt>`�,;,.1, ..a ��f r�j9 Yr�Stfrh. F.�c�t }. .;t� rzi'3a. .r.F.f '?'K..2�;�ss-' �;, � i '•:', - + f.�'•. c:: { i ,,y rk,.r�.i,d 7t'XY `uf. °'� ��'L�"'i'f� .,,,., �(r: ? ..1KE7< s�. }*.. r.i`;,. ..;, ,! ,+. t.> t t.; „, >,lt i�,?ftz �i?�t� t!ty��};� .l;l��,t��,�• +!y�a� A'} '".."�, .,ti frii7f• r 3p}j.J.t,�� t .:�{. , :.1 < ,4 t t. :.i13 r,"t'f it'4 5 I i j+'.fit r e t.1- T �. 'r.' t V�IrY�°',}y`,s7t 1 .)Sf'• t,r t y :5, '4 i i . rl^ r ;�•'�S,r'`�,A .�i1�j:3 �'. 5{✓;;: n�a'' G 7 ,:�{ r'�. I :s� 4. I• I i r,��•a X t.'7.•�{rya ,.3'r!�i'.''t.,.15 x_ J,��•'"( y ''3t?f� t.lr, t !r'�d 3�az3. if.�" '� r t.. r t '' i z d. E#:`•L: ' C,•'. ..l }t,{' ,},r s S,r t �,.�,�, r W r.f:i,i¢<Y5 t 5�' Y i, t ,7. f r �i+;.. t# ..'fS • t tpp Y i 9'rF=� ,t"�•..fit, ( �qy i)' ,.. t 1tM yk`. 4 t fit tf.. t � I. , I , , 5..: t•' ,( ,,{t-, i't y.K"•l' �i; ry'§,rF.lty',�!`_l rl,f, , r'^J r,11.' ,4 { {sri'�C�,dts7•r 1 'r: +3 .rr.f.`t f 9 t 1 .:i ,.: ,!R� .� ty! ,.ti+x'Zy td . �j I's !,, t�� ` r}!xstry.ad.a.,-t...:..,.......,... .._ xa,..•„a,r�'�t t fit �`{.�'• •�s-r 4,1y. �.s.»`,:.u,_i.::,t..s'. .t:,,..,r.,,...rt.,:1:.... II. .,,.,_. ,... .... ..........:..T.rH,..,, .. ''7P St ..... ..W..wt:._,.. . ._.,..U....•_..;,.....,,•.r>,zlr wey! .;*f6_. ... ti: fi f'ov Stt3 WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI ' '� `�• ��' SECTION 15481 - COMPRESSED AIR SYSTEM .:jam ^^y",e,,;`•c'r '. PART 1 -GENERAL '° 1.1 RELATED DOCUMENTS • '� A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section and Other ; ;I Sections of Division 15. 1.2 SUMMARY r A. This Section includes the following: �• :'� ,f-x�rr;.• ors:... 1. Equipment, piping„ and accessories, for building compressed-air systems operating at 200 psig and less. l*". }'`S B. Related Sections: The following Sections contain requirements that relate to this Section: 4"'A 1. Section 15011 -Plumbing General Provisions a' a ° fit" 2. Section 15060 - Hangers and Supports ;,f' s .r�',, ^i 3. Section 15061 -Plumbing Pipe and Pipe Fittings - General J ;', ,rw.�, 4. Section 15100 Valves ttfr, LJ 1.3 SUBMITTAL r r �;:�� A. General: Submit each item in this Article according to the Conditions of the Contract r�alt "k' and Division 1 Specification Sections. i I3. Certificates of shop inspection and data report as required by the ASME Boiler and ,3,�' ..�, ,, •� } t.F Pressure Vessel Cade. v C. Coordination drawings for compressed-air systems equipment and piping, including '' relationship to other services that serve same work areas, {� Via•�.r. Fr,y- F1 D. Maintenance data for inclusion in Operating and Maintenance Manuals as specified in �� 'f''`:` Division 1 Section "Project Closeout." � -;x 1.4 QUALITY ASSURANCE A. Electrical Component Standard: NFPA 70, "National Electrical Code." ..� .,,��f#,, B. Provide listing/approval stamp, Isabel, or other marking on equipment made to specified standards. F•.' :`'f' ±; .. V d� ' C54199-00 15481 - 1 COMPRESSED AIR SYSTEM . . 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',t;M i?`' t��}}'„�i'+�'�=4t•,. r,� L tr.+b; , : .'i.. r: ,tr,•, t i y�`k ..t15>s,Ei i s� '�t M r.: ..l r fi ( 11 ;`s:r.,At�i� l;>}� ' rah,,�••ttvl��1k�t are f^'i��tt3 :NIs�l•),th �lt'r r ji { srl y. t ) { F r i 4'"ter5 r,�'�. xuLt'..Yka.'.s{ii..:.t..,.J.nCox't..,u....).,.»..w..MS:•vai�f+�!�an,m.,a...•.w.w .. n.nn+rrr ne,a.-.e..Hr.raw..-.„nwn.-w... .. ...•...mrasa,•tea. iFilt,aa•.rHp+�:rrt.tE}2b-PM��,��t�,�'�,� ') ?tC� 't4>f'�a ti WATER POLLUTION CONTROL FACILITY EXPANSION ° CITY OF JEFFERSON, MISSOURI #, ? ,.; .J C. Listing and Labeling: Provide equipment and accessories that are listed and labeled, 1. Terms "Listed" and "Labeled": As defined in the National Electrical Code, Article 100. :1 2. Listing and Labeling Agency Q ualifications: A "Nationally Recognized Testin g Laboratory" (NRTL) as defined in OSHA Regulation 1910.7, ° ' D. ASME Cade Compliance: Provide system components complying with the following: A I. Medium-Pressure, Compressed-Air Systems Piping: ASME B31.1, "Power Piping." E. Product Options: Compressed-air systems equipment and accessories are based on a specific types, manufacturers, and models indicated. Equipment and components ,. having equal performance characteristics by other manufacturers may be considered, fA { provided deviations in dimensions, operation, and other characteristics do not change M1.+= the design concept or intended performance as judged by the Engineer. The burden of proof of product equality is on the Contractor. Refer to Division 1 Section Product Substitutions." ;ru ti; AND HANDLING Yt `' ` 1.5 DELIVERY, STORAGE, � {��'c�? •,��f.:a„ ..'4,. A. Deliver and store equipment and large accessories on facto rY-installed shipping skids and small accessories containers. in factory-fabricated fiberboard 1.6 EXTRA h•: MATERIALS A. Furnish 1 extra of each type of air-compressor inlet filter element installed. Package ��, x �# �;rt��•' ±t with protective covering for storage and identify with labels describing contents. Deliver filter elements to the Owner. ' "_` !j 4 '' N��•' ri 1 '. PART 2 - PRODUCTS t � 2.1 PIPES AND TUBES �nt A. Copper Tube: ASTM B 88, Type K or Type L, Seamless, Water Tube, hard-drawn temper. 5 �, K 2.2 PIPE AND TUBE FI'.1'TINGS xt ' A. Copper Tube Fittings: ASME B16.22, wrought-copper or copper-alloy, solder joint, - pressure type. B. Bronze Tube Flanges: ASME B 16.24, Classes 150 and 300. 4�e C54199-00 15481 - 2 COMPRESSED AIR SYSTEM w R0—3/19/01 4t: � {A*r. d ,�. ,F t,o'...irk.:{°f�'dli7a,k•t`jff74� «:.c-'r i � §ly�,)ry.�P� Ix ,�r'�i2 tr..i4 r .1 ..•,? > Cy .fin 1!✓eri}t t �! �"4,u', rSriiL^rt f x� t !., �jtzh tr S i c��t r tI , .. .i t 1ti 3 Kv , • af. ;�.:v r x'; `` IY„r1 t a rfr:, t t`rn.r ST} i J.ti r'' z ,+ ,e`z' ` 3 4 t ..r. � � �r% Jj, r r•.g,a $t F ' .1 (t} � �4 E .i1 � �',-� E.'e�' k.. ".* .. .� 1`.'. V/•�j±.>. 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'rs. �` r s,xt �{ ?��.,f, v't. t . . 2 a t{ k✓�.sl" _$ ',�F4' t.�. �4t•: :t '^4 ��xN'� � i r•'!} ° �. . . •a' i.s c e � iYij'�µ k, ':J-ti�?. ( ? .��: .. r S S �. TF4. s1�� FV1.�f�' Ir�a�3� yr•, iyt}as3�!��X`l��i�:1i :ri.! ,Nth J'i Y C r ,�' .'\} ,11• hF S.I;i {{:� irx'.�.v�,'y�•,�}y{i �IttJ;�fi�',(�}'y",��. f•,J.n Iw' '4fi �"•r'"r {`fix 4 r P 'I' , : bi'zr.:its,..::.E,1,t•K'w,«5•i'rk.+•b.:...:d,:l�'. .. ....,..,.a..:,..w,..:.....v...w...e.�r+v9'.HN'r YiC.1,:i n'sY ..r n...,,., .... .. ... ...,....,, r4,*!trert. . . ... �.�tr•�'{`'�' ' �'iS�•� r A ' asr SY�� I^'i kf�4{'�71Ix}`.frr A tF WATER POLLUTION CONTROL FACILITY EXPANSION t CITY OF JEFFERSON MISSOURI jXt �i. C. Grooved-End, Mechanical Tube Fittings: ASTM B 75, seamless copper tube and .. . ASTM B 584 bronze castings. 4.'A ' 2.3 VALVES Ozlir vll� A. General-Duty Valve. Refer to Division 15 Section "Valves" for gate, ball, butterfly, `ws �ty�:{; globe, and check valves. "{ PART 3 - EXECUTION 3.1 PIPING APPLICATIONS ;�yy �. .1, ] j A. General: Flanges, unions, P L7 transition and special fittings, P ressure and valves with .j ratings same or higher than system pressure rating may be used in applications below, s ';.•:. : except where specified otherwise. ' B. Medium-Pressure Systems: Use the fallowin g pipe and fittings: 1. 1-1/2 Inches and Smaller: copper tube fittings, Class 300 bronze ller: Copper tube co g `w�tif:�''•�:��"�� x tube flanges, brazed and flanged joints. es and i`qS 3.2 VALVE APPLICATIONS t t ' types P types are not : �a�4,,j" ��tr A. Drawings indicate valve es to be used. Where specific valve indicated, the following q re uirements apply: '<`s 1. Shut-Off Duty: Use gate,ball or butterfl y valves. 2. Throttling g Duty: Use lobe butterfly �•;�. tt:>',` g , ball, or ,. �'h��d��,`��;•,;, 3.3 JOINT CONSTRUC , x) " TION t �.# ��;';�.w;. � n A. Refer to Division 15 Section 15061, "Plumbing Pipe and Fittings," for basic piping �� Y >4�•t r` joint construction. i. Kr � !� }t1,tz< 'i .{.,yi i , t • 1. t } Y t 1{t,ti; jta .frg•• t1, ,yw�..�t �«,d,{�'.t re` �'Fe• �. ,e� �t Y t. 't rt• l :„ _' '{. t ' ,. �.e .t•d.z..;_• S s, rr ya£� ,�JJ��{t. 44 } N�T. ,>g}ut+':u�'•'ri''t".�..k5=h '�a, y ,it y tz tt Y "1 t R .f,2. 4:.r 7 t. .-?' ,�I r '8 •t n}�, t!l'( ,� 1r�1i+5 ,t Y�r�}j�rz."��:. r�ni�;iT�.yt�!��Y� � 3�: ��t 1;�'�a�if+s.+4-'.'s'�{� cC',��y'{r �y Y„4"� r, � -'i:, " .t '�';�,tt �t+} rw:.s„u,t•�}y, ','fj/�.f�. '6, h' . �'{},�t 1>ij:5:�{y1{j,'vF:�1 `�.`}.4 },} >P,i r �+ I .•�•i. .i:' t r� nr v�,��.n;�+`��}•7�$wi;�:' Y r � a�y4�� £,�g� 'w• A .rr ;�i��, nt„+C:�. f � - ,�,,.j .t. ,r,q:E�...y`rk :Y .:af'4 a?•�� ;,r �� A, Y+�,i,vt.}fi Y tv1 f.,:� 1�`1 + k f ,` P' tr : a,L. Y j �;�•.r' '�; }.�r.24ytr��5..��”w 3 3C rft�.. 7'S{ `£ _ t t' , , i >' � d t� �'(`„�•t��:. y i �Y; ,. .t . LL.�L+;:::�:;,i��.,,t ............u..�.W«�v`..rf.+,a.ai«ronra•.,.,•.x,.,.;,.-.i........ ,.. .. ._._.._..,.n,,,,•,+rm rrw,•,:nrtK+ttanr�.i�,t+=,a..e.,..,,e,...�.� ...........w.....,.�.....u.,rrr,•aiwA+r.NUrvTF�a�TkkKftktt.,,. .. � +��y�{ � c'"G t5'}. ge WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI ` H } B. Install eccentric reducers where pipe is reduced in size in the direction of flow, with bottoms of both pipes and reducer flush. C. Connect branch air piping to mains from top of main. Provide drain le and drain trap P�P g I g P at end of each main, branch, and low point in piping system. D. Install supports and anchors according to Division 15 Section 15060, "Hangers and >E .$yr Supports. Do not exceed the following spacing between pipe hangers. f1. Copper Tube: For sizes: I• `l <;t> a. 1-1/4 Inch and Smaller: 6 feet horizontal and 10 feet vertical. , E. Install valves according to Division 15 Section 15100, "Valves." j?� ;� 3.5 CONNECTIONS A. Install piping next to equipment and accessories to allow servicing and maintenance. k fah : r..;tt` .;. • B. Connect air piping to equipment and accessories with unions and shutoff valves. s' K Install with strainers where indicated. ' d rw' C. Install accessories as indicated. 3.6 FIELD QUALITY CONTROL A. Manufacturer's Field Service: Provide services of a factory-authorized service representative to inspect field assembly of components and installation of equipment, �;,� ,.•.;r�,,�{, hra;;,. including piping and electrimd connections, • :, and to report results in writing. �{��`�,:'V�" � Yy�' t,�•n�i,v ."zf B. Piping System Tests: Test new and modified parts of existing systems. Cap and fill -r1P > �• compressed-air piping with oil-free, ' air, or gaseous nitrogen to pressure of 50 psig above system operating pressure, but not less than 150 psig. Isolate the test source and let stand for 4 hours to equalize temperature. Refills stem if required, to test t.. } pressure and hold pressure for 2 hours with no drop in pressure. 1. Repair leaks and defects with new materials and retest system until satisfactory ' Y0 r•,,ti at'3 results are obtained. 3.7 COMMISSIONING ' A. Before Starting Checks: Perform the following final checks before startup: 1. Verify that specified tests of piping systems are completed. ." 2. Check for piping connection leaks. ; 4� C5-4199-00 15481 -4 CO1VfP.RESSED AIR SYSTEM I+ RO--3/19/01 y %{;1J1+�*,r"''.'+'��.�•�,�'y w�l;i• a,i�.��1�},-i�.h r +ati'�. F. t,w...e+. .? t :f rn �:.Q u�;tTt�(';(!+.r±.,_. 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O `Y?.-a`P t.`',t �!' , itreF,' ,S' �°.••./Jt: 0fr^ , I t i•nn.{lS ..s 1 .Yqt ', rf �c .i ;$!:5..,1 +J' U;. t +. .ygettkrfr:.c°�Y,;r "�` •Lt '' ' 'i Fi �' '�'+ "T,. J f;f��.:i,1:SiR5»Y;-Iwfi+�'t.'�.�5•;�u:{u:afi6'.:S<".t�•i1La+t �`�1�'��i.Nii�511�9674 �r+IVi+wn.+uw:ki,..i:,J.•.r.�.c��irT..lxw.r:eEt;�.r•+u'J1ia�h.4rtA'i�+dhd4'�+dMOlY.we✓�3;f:,iuwe:f,S.sr:.#<:+5'.�:. c r, WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI sm restraints. 3. Check for proper seismic d devices. 4. Test operation of equipment safety controls an , ' B. Operate and adjust operating and safety controls. Replace damaged and malfunctioning controls and equipment discovered by service representative. €fir. 3.8 DEMONSTRATION A. Startup Services: Provide services of afactory-authorized service representative to demonstrate equipment, startup and shutdown procedures, preventive maintenance and procedures, and troubleshooting procedures. Review operating and servicing pr , maintenance information. 1. Provide 7 days'written notice in advance of demonstration. END OF SECTION 15481 IAl;;xlyy i :nx Y' C5-4199-00 15481 - 5 COMPRESSED AIR SYSTEM RO—3/19/01. e=,•:_ l:� tL°s 'YuL. }?�h`ryi,' f 61. 1 !.'Pl�h�•+ •i�YI 55'�� • Sr r ,t t.�r f nd 9A'•' ;`4at}:y�+ 4,(7� .l' �w'+(.. �'( ii ri't �I 2f.�i�77�$1✓�x�;;fti"l�,ryr�Xi ��i�'vJ9�t�.u'�'�t�•�t 4�W4J'�+ ��k il�r}�y�2'y�:aL`4:�'.n C.: .{• ,!t f...'s;„ ; t,' f 7t. ,;t dtt yr.7,.t1 tf .1,;Y Y.y.,:4:5 iq: .�:3, ,,.ky,+t. 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K 6'r�t �' � 3 f r � I ,r,�.J,. ,..id':� �#'1'4V�'dF j �'K'd�rita`';*+4"�•�i�7'� V v �t 9y,. ;yr�,..i"'I;:,nj�akii5y��s'�'�'i•fr:.35.1`rr�rY.tA;° ', ^.l f l `A"ti ' i,} r ti' : r1 !}�#,of v"fi.R'1y,. a' jSA.t?; R� r.}.��.'{�r{j #4`,�,+7.,� r'J' z h i ,,: �/''•C; I :� I +: t i ,i� � } �!ri r7t e<1}{7.F x�t{'..#�,��{��'{�t}"�'�"rry ��,� .3 .� :. .F ..Gila � �ri:.t-,,,ar.•..�Jh. s�t,�J ' � ; 'r ,,y 5�`'o r fir,�'.- ??t cY.t.t it;�,: t,�..f;#y4 u�I`t.n Y ''t ''h f�� f 11•itta f.' :l a°r wt �M1 Y � °...... .. ,• 1 r ..+.:.L....,.r t.J�+V+rSI,.r,Cf1Y+NNA LitiJYruw,/ ..,.'• i )�; ak�y; � YK � WATER POLLUTION CONTROL FACILITY EXPANSION �.�.•s.^:n. ��,��F CITY OF JEFFERSON,MISSOURI ° Xi SECTION 15483 -VACUUM SYSTEMS PART 1 - GENERAL � ' ;;,n<:t'" r `N 1.1 RELA'T'ED DOCUMENTS I'7 t ' A. Drawings and general provisions of Contract, including General and Supplementary ;K_, Conditions and Division 1 Specification Sections, apply to this Section and Other f y Sections of Division 15. 1.2 SUMMARY 1a { A. This Section includes the following: ' 1. Furnishing and installing vacuum piping and appurtenances including tanksJ� '.` 4.` switches and valves. Ptun furnished under separate contract. Contractor shall �'�',:�"'r•=. �+ r� P P � , � ,f W1LtG�•. install. f^q� B. Related Sections: The following Sections contain requirements that relate to this AX �g,�,YF,. . Section: ' h g' IN TMV 1. 15011 - Plumbing General Provisions , x 2. 1 5060- Hangers and Supports ' 3. 15061 Pipe and Pipe Fittings - Generals`, rn 4. 15100- Valves f}74 °�f 7 1�{C(': 1.3 SUBMITTALS � yL PM A. General: Submit each item in this Article according to the Conditions of Contract and Division I Specification Sections. mn B. Product data including rated capacities of selected models, weights (shipping, .^ t } ,;! 3'Yt�ttl IS',Ptkl.... installed, and operating), fumished specialties, and accessories. Indicate dimensions, required clearances, methods of assembly of components, and piping and wiring r , ,,;��>'�L`. connections. Include the following: ' '''� 'z`ti I: ? 1. Vacuum Pumps4r V3, 2. �! a p'si:✓�%:' 2. Valves bra } ;s;: t f=:s 3. Tank �'��"• ��r�:l�. ° r 4. Accessories C. Wiring diagrams for each item of equipment with electric power supply. Include ,.A,. ladder-type wiring diagrams for interlock and control wiring required for final ` 7 installation. 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Certificates of shop inspection and data report as required by the ASME Boiler and Pressure Vessel Code. , E. Coordination drawings for vacuum systems equipment and pipit ig, includin ', }'3Fn relationship to other services that serve same work areas. �{ '1 F. Maintenance data for inclusion in Operating and Maintenance Manuals as specified inr= Division I Section "Project Closeout.” PART 2 - PRODUCTS ,. 2.1 PIPE AND FITTINGS K �4 4yr'(tr. 'ss A. Provide seamless, Type L, hard-drawn copper tube conforming with ASTM B88 with ; ' r `�;, trF"u"s `x �4'.- I wrought copper fittings, ANSI B 16.22. •+� { t� r'T1�'•'In 2.2 VALVES •rn� '� r' •:U A. Provide vacuum relief valves that are brass and spring loaded. Set the valves to open fz�. �iui- . ' •*' at 25 inches of vacuum. Set the valves to close at 23 inches of vacuum. Use Crane No 1155V, or approved equal. :. . t r ats"s� l PART 3 -EXECUTION it .p� li��,t�•L�,••. 3.1 CLEANING A. Clean by circulating domestic hot water thru the system for at least one hour. Dry by forcing oil-free,warm air thru the system. 3.2 TESTING ' A. Apply at least 150 psig air pressure to the system and test all J oints with a soap • '� • "z;>, solution. Repair all leaks. : J .. 011 END OF SECTION 15483 f�k i 2 C54199-00 15483 - 2 VACUUM SYSTEMS ._ x•'t .. RO—3/19/01 u�ny+,,ytt N � �j{�JtSs9[p r[�?�,;^K��`P a. ,S„ !•k.cy,( r�'sp 'iq•`t`,s��' r�jv,�,i'�.tA.y'41j��i',tF,%',:iirrr•;c\�.,:�7:�69At`•,. }4.'1' 'f' �.�' �,{1 x �.n• }}'fir,,'ll.!'.��Syy`!?TSyj;�jF,� rA,•'y�;'i"1,�'i .'��,"��, ytt-t•:is•Yp,•,}K\hy`,:,lS.',�{•'hii'C"{�•t5'nx i$�i� c 5= i�.;n� �F 1 4df '{� f i..{Po. jy�'` , ja.. �L�."`` �}1'T,y,'•F"Co q f� �.�[,4 k�., '7�fdkiiil,ih�� Y, }/ ��+��5�� i• 1:. '�a ' y$3yG. 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',�t>iy.,.,a sY,f.,ys.N4j��''^.�', .�( x 1.+ ��ff 7! n `�., I' '' r�. ii .pF'!S r'.r.•{,a.sr �'.;(,;.'„f2�;�'}f. ?�f�j ;y �''' tf. F,,(�[j�,.�y7�RY,.r�'r}=y'1�.,�;,�>r:��b{,:�.x:F51!a. 'p(.' f t,iy.,:`;� r ,I a.�.t �, •}: '"I.i t M" "e$. 'a�•i na�)>j?,�.t,'�'J r� ..t."..,. #1t i"T'•X�3'N.y d•'x.tL':l�n.�'i.Yf�S�.i'ii) �.! ` ,../ 4 lil 1 1) 1'f "}� �a F.I+lj.l,it "{. r.,# + ''�"(��45� 1'��ti�T' ++` .a � `..t;rr + t v:, f t t�� ' t'}y �£'St;a y y,r' ?t��7'�xx �•+�K��•kS�d'i`iy i ''��r��d�k '1•iPiz4: :R'i.i �^ „�^�.�5`<'�„ �)�}j .,r let :��n�� . s '( .f s I�•, ,.t t.':}.:A�j<: 1zt:. ;'�!>y t•��r.'2� ;,e'4,'4. ^z'Y ja?s'y t�4•ti {, r s. ;�r.,}} .f. xr4 t I , 't i v t 'I t tY II. I .!F � .t1�pi+./>�fti;� tis,,#3�`•} �CY� ,.S -f�.4fr.r.t_,.,.,.w:., .A,.c..n�c..,,:71..,... ..t .�, .....,......lu. ......m+inNN.`S.°.1"'`t.7.7., ..,,,..v. «..--... , ..»-,.... 1, x..s...• ''' r' �,`Y. (; 4. �� 1, + .. O� .. ... .._.. .. ..... .. •.o,�,,,,xn:ra.ta+'ntcstw.. _..... ..,.. ,.^..�....»..:i«.ar.:.:....L:�,.¢:�L.::;'.t3".,.-t(°.{!s./��f�F•(�(�3 Tf't•(�{� b 10D. WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON MISSOURI '_' Er a S SECTION 15510 HYDRONIC PIPING !' %�x; ;;,,.,•' :� wwwu��)1111 .t-;��r:,: �.k,• �A`• �„•`+F`II PART 1 GENERAL ; " 97ti1 1.1 RELATED DOCUMENTS � n A. Drawings and general provisions of the Contract, including General, Supplementary ld f and Special Conditions, and Division 1 Specification Sections, apply to this Section.g t ldi " r l 1.2 SUMMARY tts A. This Section includes piping systems for hot water heating, chilled water cooling, and 7 , condenser water systems; makeup water for these systems; blow-down drain lines; and condensate drain piping. Piping materials and equipment specified in this Section 'n'at= £�`: :. include the following: <,` 4 Pipes, fittings, and specialties. -r 2. Special-duty valves. p;y �} x � ti• t + a 3. Hydronic specialties. B. Related Sections: The following Sections contain requirements that relate to this ,f Section: , I. Division 7 Section "Firestopping" for materials and methods for sealing pipe ;:tt , ;OW;'4W`, penetrations through fire and smoke barriers. 9 1 i ,� 1 t y SFr ! 2. Division 7 Section "Joint Sealants" for materials and methods for sealing pipe � �t.y�f',�'' penetrations through exterior or walls. ,r,„;,��rY�{°Vi`i;�•?;`: t c,` ko 3. Division 15 Section "Basic Mechanical Materials and Methods" for general 2 i ! `�7 p in p g materials and installation methods. �� .1-� 41 4. Division 15 Section "Valves" for gate, globe, ball,butterfly, and check valves. ty + 5. Division 15 Section "Meters and Gages 11 for thermometers, flow meters, and s. pressure gages. k,F wi1 ` 6. Division 15 Section Hangers and Supports" for pipe supports. 7. Division 15 Section "Mechanical Identification" for labeling and identifying 4t hydronic systems. "y 8. Division 15 Section "HVAC Pumps" for pumps, motors, and accessories for hydronic y c systems. 7• 9. Division 15 Section "Control Systems Equipment" for temperature-control valves and sensors. 10. DivisionlS Sec tion "Testing, Adjusting, and Balancing" for hydronic system adjusting and balancing, ' r 1.3 SYSTEM DESCRIPTION A. Hydronic system is hot water. ,,1t•5l AC �•C��tr.r CS-4199-00 15510 - 1 HYDRONIC PIPING RO-3/19/01 A s �k t .fit * 'zk`rrr• .t ':l:i ' a �i r- r-?` •d F, �,i •5. 'l':�V!`''�s.+G,•., .`^''i •{,tdt r i 1. rpiY:�.d� 1 ,r v! ,e'ti. + 1 t S,. I � `v,'•. 'µt: i ��. .y .�., t.c,.�,•i,'tit'.',g�'. t`' .{ '•krr ;tr t'1. t r ,i s L. t.f.., t;< :fx" k'i t �� r!;Sr��. w$',.. 4 (. .(L+..,, ,t �,Jjr: bra'r..}, ,f. ; {:, 1. r, t?, Ir °�ri'• Nt' ,. +t„•. +7 i`} �`d 'e try�+`o?.'F`..�•h a�. i,� „�1:y�4.�:.t;}t'r a- �icr;. �ii.:{!,.i;�:^.iCj�,�Y I .r. �[ :•r'` t S .r.' ...f '.1'�;},..:y f<itaa;l�'rx 7,q Wfi3'{ p r { r r..•Y; t �t�r+ r.'��. °:r.' 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Yt��!x`��t�*,t4,7'�+M s4`#ta.1° ?S''t�:3FyP��,��.��•;;'��, r ?1 r..��,d�g t`,,t +��.� it?{{__!sa .��1� .,sr �.;�.,• , jr. f � � + ,,,,.. t`s 2j t..;.J!��;yy,.,fs�� .,,f� i ,' �{'� �t'Hr�� 'Y yv •�.. � ,'; r. . ,4 ,t. t t: "'s x rt eP' ,1d� 'ff'!'.+$iN's�+�' �� r :�f"� #. ,Y3PF J;� ''��:�,S�,f��;tis','.. t?'s ;i•�i�t }.t 4t��;' t �3t .1 S y. , � ` a' a ,.1'ny '�,U�k`,�",!'$ r.ti�n— "t t�'�W�rsn.`1u'�'ks7iil li+'ii:IAi�r.WiGJ$iNink{fiFt.'�,PiiNru!.«i+d.z..t....r.,..;.,. -,. ,.....t.,....,..+rrzet�.a».w,�r;r r.mc,,.+r+.i„v....a............ .. ..........., ..,"•.••u..twlsm+r.a+.�5*:rvY'�.JE Yls8+1'�1=Q'�t. x {�.t'�7, ,. ( }� (., ryi�� WATER POLLUTION CONTROL FACILITY EXPANSION f '* CITY OF JEFFERSON,MISSOURI rt r .551�'t lbtL�ti�t{i'M1 Ty 1 4y, 1.4 SUBMITTALS A. General: Submit each item in this Article according to the Conditions of the Contract and Division 1 Specification Sections. B. Product Data including rated capacities of selected models, weights (shipping, . N = f installed, and operating), furnished specialties, accessories, and installation `t instructions for each h dronic specialty andspecial-duty valvespecified. ,. : 1. Submit flow and pressure drop curves for diverting fittings and calibrated plug valves,based on manufacturer's testing. I C. Shop Drawings detailing pipe anchors, special pipe support assemblies, alignment guides, and expansion joints and loops. D. Field test reports indicating and interpreting test results for compliance with performance requirements specified in Part 3 of this Section. ffj .. E. Maintenance data for hydronic specialties and special-duty valves to include in the operation and maintenance manual specified in Division 0. 1.5 QUALITY ASSURANCE A. ASME Compliance: Comply with the following provisions; a {r. I 1. ASME,, B31.9, "Building Services Piping," for materials, products, and + installation. Safety valves and pressure vessels shall bear the appropriate .Nis, 'Y ASME label. 2. Fabricate and stamp air separators and compression tanks to comply with :kl •; �.{r��t�i � ASME Boiler and Pressure Vessel Code, Section VIII,Division 1. �, y� ±? ;', ; j; 3. Welding Standards: Q uali fy weldin g P rocesses and operators accordin g to 5:A ' ASME Boiler and Pressure Vessel Code Section IX "Welding and Brazing Qualifications." 1.6 COORDINATION ?'tfr A. Coordinate layout and installation of piping with equipment and with other r installations. ' G B. Coordinate pipe sleeve installation for foundation wail penetrations. ' yr '. C. Coordinate installation of roof curbs, equipment supports, and roof penetrations. D. Coordinate pipe fitting pressure classes with products specified in related Sections. y� C54199-00 15510 -2 HYDR.ONIC PIPING RO--3/19/01 ""(��-,--„-",+ '^`?tif '.'f�t>,�•'.'�.',5'�,-�f'�•,`•",�'s,�`.r�"� _y "y"5�igd;1�+$>''"'�'dc�� :Cy'�;.,i }�i( 1��?tr t�'��., x f`C r }'+ '�... `P� fir rC t.t,s r' .i 1f k'tfe alh-{�X<. t �+ t !' •�n,{ysr3's`r'�'`,J t~ t� 1>•iir!5 t a S 5 x}; �w�e're ',t,rpt.t ,t r� r,�1K �tv:'�^+'!g n- ]s•, w f ih 3,P .,t. iri�. ntsir,•t�',r,)i ;x{ {rt r^r+ai-�1 7'`,s •1•,,i�1,.;;ci,�ki1'rl't'�:�};�{�t�,� �}SP,ry'�ff ft v�^��S.y��Il�.l kia7,7 ..�,.:5)I:r,;rsit3 .,,�tt L SbrrL�� .gj�rr P�!�,a•`J`�`'F�+.'13,. k�, �� 'sg �, j k %ytt� i.4 la ' s t n r' r P7+tip T,jrJ�� >{Sie y S;rCy . { .t �. v i `)'i. 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'+ r } ';ly.'l t :tj�� is r.± r+$I, i,.l��: FtF','.'i+F�d,b,,+}t'i..tkx,yy ,� ?.: �:�t.',��.'r'ygyrk`T yt§ N-1,V` +iN-';,Y(jr'J'4j Fl iYr'r1 •��{rL.{} .aV,k 1� MIN y. ,`s. .,i x,. !.. l ;ta.� .•Ja 41'� ';D.l;,}i,.+y?1 .lY'":4 �k y a f t `' 7 , t t,S. t ,? �. •�� r4'4A;.•t.;a;y+,� SP ^'��T^i x. 5.: tt rxn:%'''>i: �, y ,', "ti' N�.'1 i 7:.'� :'•F sSi u t t {t X i S 3 s ,.4.1. .a�S1u}t .. Mb} .[, � '4...,;K'•, �^ .+.fi I i' '' r' '.' E 5 >. �"{ !a yf �,1Y,1h:°:,.,�j;fi''i•,��t:�t., .rffli,",..4 i�.J. } e{ �,c r t � �s .� �'i;�.'{`it tl' .�� t i�.�iM. }z �} . ,•f 7 J i l J t 1 2:7,• „4^. � '{` .:•. :�'�,i yrp �tkyk. ;us' �}{<�;f{, �:. �! I. ., i , J ,n4 r r.+r�d '�},� '" •.�,r,s#' � _ ,. .,.. ,... ..,. .+:urrs.srMhaYlH,f^sa+rnw .w...,.�.t .....0 ., ..,., ,. +..n-.•.+M+I.±vJ�r�i«i3i+.&..,,r...u..,..:....».._, .,,.a.�,sf"dW'A'Y1Skii5nw�i,wuf;,siu..,�•nxb:',.+•��4 � � .�,fit�Js�'rx��tL,.+�";•.:'v u" z�.' ,.i-+nt-,..e a.. u��i::4P..+ ,.,.A..i..u..:l«.:': k?iiwaAm.•,. ,n,. ..r l.,n.:+i:..»:ru+ �s f r s. a r1 yy i Y,S.p. WATER POLLUTION CONTROL FACILITY EXPANSION ' CITY OF JEFFERSON MISSOURI E. Coordinate size and location of concrete housekeeping ads. Cast anchor-bolt inserts ',. into pad. Concrete, reinforcement, and formwork requirements are specified in Division 3 Sections. ' F. Coordinate installation of pipe sleeves for penetrations in exterior walls and Hoar. , assemblies. Coordinate with requirements for firestopping specified in Division 7 ' ••a;,is y� Section "Firestopping" for fire and smoke wall and floor assemblies. N.y 1.7 EXTRA MATERIALS A. Maintenance Stock: Furnish a sufficient quantity of chemicals for initial system startup and for preventive maintenance for one year from Substantial Completion. �q i. PART 2 -PRODUCTSY "fury' ' 2.1 MANUFACTURERS �hy�?��/ry7�XF � 'x' ZVI, A. Manufacturers: Subject to compliance with requirements, manufacturers offering 4,. xa, products that ma�/ incorporated !be i orated into the Work include but are not limited to the d'jib J mot' ,•V�' �i•yc 4b' „ .Y", ► following: ` w: Calibrated Plug Valves: a. Amtrol,Inc. f, Yt b. Armstrong Pumps, Inc. C. Flow Design Inc. ) G`t d. Gerand Engineering Co. `�r , e. ITT Fluid Technology Corp., ITT Bell& Gossett. ,T. `} £ Taco,Inc. -` 2. Pressure-Reducing Valves: kAL , ; a. Amtrol, Inc. ' b. Armstrong Pumps, Inc. it� x ' a�J C. Grill Supply Sales Co. MLA Grinnell d. ITT Hoffman; ITT Fluid Handling Div. 3. Safety Relief Valves: a. Amtrol, Inc. .,,}, ,3r b. Armstrong Pumps, Inc. t K C. Conbraco Industries, Inc. r d. ITT Fluid Technology Corp.; ITT McDonnell &Miller. .; r 4. t� Y: C5-4199-00 15510 - 3 HYDRONIC PIPING ' RO—3/19/01 z=;; t R Asa a?`?. NY r^1ac c q r y ,,�s. r{#'x•n.4'1 `.7 ra ¢` "k �� ' Vii;.. i' , t° � ?','t�� i D. yt N '�13stF'��}}3�yyi!��:. ��'�r' r .Ni;.�77�,J�"^N.y�l{i�,,.tt,�' s}ir`�'4.j4'�,y} sv�t.�sl id.�:rrya•4,jL�ii r,�}Z� y%��' 'ia•'�'•'k"1��+ +� "1". . 1� ' �'" i �} al•>;.' y t. f,s'.5>5r �7t{t 4:� a"' t Try rl;. '6 t :s'}. •ry i '`i •1i. t i .�it'.'i`'F �, �•l.t i3� 1 /,{`'�Q"Ui i .ki '>' _ , it yt e try t: it r'; .I qtr r""b+s' F'4,3 Y�Jj,:6 � i?��' •r :.:o°`� �1�J'.�, ;t:r��:-rF�l��>`inRir.. a�• ,�'� E�,s !r� y+'tF� .h �,t t:(i w°5"+v` >{ ; �` 4 :Y"�. •.:{ 4> :,�.^`.�.4wf'e�S�•4�p3;4'F. >�}yyz�: �1YS..,+{r.E��)��! �..x,.s.a��e •.,lr, ttr:.s'ri t, t„ Ftt?t. .:t _ ��.i. 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"l. ,i. � •s t'r t iYlt 'n:n=, t``S.'k 5�j, � ��. zr..F erm;�,r:�n�F,,r,w�' .j�� it r .'f�lf�,.a, r' •t +l i r i (, rEZ :?'t;. ;tu�� 7 .j: „� � �1d. !�51k A .t.{,,.�ifi .�. '� xGt f;,�`t��l.;,;.}';,�i."'t.r � .s 1' , �' � '" f r, '1P'•,.,;y.5!5t.:'•K, 1:St,.�+F��,t�y `! ��i � �� .ytx:xw'�s�V�l//��ir,�N'MY�`.'•t(}h y`ic,�`Ir t ,.�..t }.(7 7x il:•• 1 l: • .i.� t + i+�' r.;.�. :tA UI ?itry t:t�,y�''`,�5 ,? u {'py�t�t� 1 ��Y•L .f1t r t "ri�.,rf t. �'�1*'� Y Jl 1 S 1 S ,k '.'t '.t l� i}}!. + ty t�.��('P'�h` }'�� lT.'"..i' k.+,t-i a.rrj Ss, k�t' . ) i.is ( t ..f" ( e ¢r ��"(i1^r' } '1• F";,+ I, r,,.1�Y1Y:iu."insW�.x..t..,.%„`ts.u...,...�u.�t ,.:-{.:.a:.r>.............:•c,....,........i»t. «,.»,. .,...».wn:.ra w,w,x,r�:.m•xi .wo4,Ki;:so-rt:mr...«..Y....,1- 'i ....:.V.,:.,.,,_...«,«. .,......w.".«....�._rkwer.r'F'kt4'd 'J .t, t x : yl .,,,, WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON MISSOURI is ` !-4 4. Automatic Flow-Control Valves: a. Griswold Controls. 2.2 PIPE AND TUBING MATERIALS '..Y J i.it•,.�',ti;),,`'I..iJ 5�7,�' i ,t{{ A. General: Refer to Part 3 Pipe Applications Article for identifying where the following materials are used. ::: B. Drawn-Temper Copper Tubing: ASTM B 88,Type L(ASTM B 88M,Type B). ' C. Annealed-Temper Copper Tubing: ASTM B 88,Type K(ASTM B 88M,Type A). D. Steel Pipe, 2-Inch NPS (DN50) and Smaller: ASTM A 53, Type S (seamless), Grade A, Schedule 40,plain ends. 5:4 I.r r7Yti:1:'2... E. Steel Pipe, 2-1/2- to 12-Inch NPS (DN65 to IarI300): ASTM A 53, Type E (electric- ar�s�,s rtr$r�3a,.-}ti •; resistance welded),Grade A,Schedule 40,plain ends. � �; i> 7, k; Y r 1. Steel Pipe Nipples: ASTM A 733 made of ASTM A 53 Schedule 40 carbon a ` steel, seamless for 2-inch NPS (DN50) and smaller and electric-resistance ; ; °` { •. ,s;n�:. welded for 2-1/2-inch NPS (DN65)and larger. . 2.3 FITTINGS t6I )a (" A. Wrought-Copper Fittings: ASIVIE B 16.22. B. Wrought-Copper Unions: ASME B 16.22. t' C. Wrought-Steel Fittings: ASTM A 234(ASTM A 234M)9 Standard Weight. *;j {�a, ` 7i D. Wrought-Steel Flanges and Flanged Fittings: ASMEB16.5, including bolts, nuts, and �� j gaskets of the following material group, end connections,and facings: h' Jry? l '•'� �y. ''rf sµ..�Y �•'i:�rl 1. Material Group: 1.1. r} ' -r�s �ut��•�t�Y��'� ,4? 2. End Connections: Butt welding. 3. Facings: Raised face. E. Flexible Connectors: Stainless-steel bellows with woven, flexible, bronze, wire- r reinforcing protective jacket; 150-gsig(1035-kPa)minimum working pressure 250 deg F (121 deg C)maximum operating temperature. Connectors shall have flanged or threaded ' ri end connections to match equipment connected and shall be capable of 3/4-inch(20-mm) t.Vl misalignment. 2.4 JOINING MATERIALS A. Solder Filler Metals: ASTM B 32, 95-5 tin antimony. { C5-4199-00 15510-4 FIYDRONIC PIPING RO—3/19/01 if{ I , n :,.J:O iyt f�'� 2^$y at "i'ji+,;'}tn•'�t ..3 ,-f'�al,�i,.y, i t !rgho7?+"^7'..,"�.f'"}icp Tl�., 1Y�t;fii)��'S '.••: §tf �' �,+� �+{'}pt fy ,t? (i4iji.�C�ti`x,l..i,r•a i1,x r"�J r�s ,+.. 1' � •s�'j r.+§.r i t + (l 3� �Y.. ? i�yi r�yls Y}p}��'''Fs;I Str�'t}i$��'1; ' �+ � ";, ! ay' d P r 6 '!i .5,^r .i,�* 7r>•.r S f r �) t i 'a+ } ., P, b�i� tb.. s• i �x4 ��.y}j-Q}r 7jj'�r lr �Jr i{"`<j 1��r''t�''t q r t� �"'?'i � r ��qp 4 kt�.t tJ, 9 i7 .t }7 � ,•tk ril�•- t.� ��1•�C:Y i �7�!�C* �•'" , ( t7xAiS+ ``a` eFtt Sti � '4- +!a=L�;��`4��i��fH�'�; .1,�r?r.�,f vs 1i,1}C��i}r'l'4{}i ftr t,l�''.r�+��t 4�•}K[`1r,4��t d�• .r i,:�'' + 5' r�'� t 3�4 s,i,'��`iy�yti;,,r',I� rti'+e{.hS`fl.a „�`r'Ah3y,{�. f«n(!!.,.5it'y� iw t +5e J-t r✓ 1 S f It't1l 1 F Sr r,.� r yi' rtt'..lii j Y>'IAlYe4j Y'r'�ft'�YN�+f� 5.�'i i� .y.d p^r F;,•�yt��:�;i� `+}t .k$t'rt }�., t x P f�.+., �js 1 i. s 't �i r .r++ , ,�"� �t F.�r.j j'- ti 33 .. i} 1 •tt, ll:. '1S t ., i' aY,'s; t f Y Y��,7.,:,£jx3��,tt t.a, tt~ U.i•' �%��•�lr��a 1a�j� tr`t' t+ ..{ 4"t t ' �`�G}V�, a3@d i� „, ,'�� t.y�y ;rp'r. � t'C^A.��n.Y F�`r:\.el i.,rr';,t!'t t ..�` 1 tt' t ii f,f:7411'i�'�P�n,�S�rFS., t w•� ✓ ` t g�(�r'� a a, ...f r r' s a k < 'r't r7" 4;r4�•'� �Sy �F^�(;�� itF4r S�'Ar'�.S � 4 s 1. F �,1 r .. . t t ,r,j��"rT.1..yf�,'[1`"31�i:'yryL;� r'� -�i• iti z4i t 4 > ✓ 5 .. 4 xk �tc .�t`.�'�,7 y 4 .2�.it a'._ta.u...,...7111.ti.....,«u.,..�..:4S..a.,,...� .. ....�..,...............� vw!u ..,.._. ........., ... ':.5•.�.A!•+u+.rx n:la:........ ... .. ... .........«.,u.+a•,��u4,,,,ii«1lxwQ+.it.i•:�'.z.�'-L+:�%" <4. �'•�. WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI (ne7 \4 B.B. iller Metals: AWS AS.R, Classification BA 1 (silver). Brazing g ( ) C. Welding Materials: Comply �r:?,. `1{:,.,"`` •' with Section II,Fart C of ASME Boiler and Pressure Vessel .'i Code for welding materials appropriate for wall thickness and for chemical analysis of �'Fa•�,, rr✓ . ! pipe being welded. �. "A ' sir '� $,✓ 4`'4`�-� D. Gasket Material: Tlvckness, material, and type suitable for fluid to be handled; and design temperatures and pressures. j't yN 2.5 VALVES i ' .) A. Gate, globe, check, ball., and butterfly valves are specified in Division 15 Section "Valves." B. Refer to Part 3 "Valve Applications" Article for specific uses and applications for each ,J valve specified. i W C. Calibrated Plug Valves: 125-psig ($60-kPa working pressure, 250 de F 1 ) res.,ur , g ( 21 deg C) �,�,•:`�•'��}�'��; Ik t;fr, maximum operating temperature, bronze body, plug valve with calibrated orifice. Provide with connections for portable differential pressure meter with integral check valves and seals. Valve shall have integral �r •�i,; ` . .? ' gral pointer and calibrated scale to de ee ' of valve opening. 2-inch ka p g. Valves threaded NPS (DN50) and smaller shall have t :• connections and 2-1/2-inch NPS (DN65)Valves shall have flanged connections. D. Pressure-Reducing Valves: Diaphragm-operated, cast-iron or brass body valve with low `9'={'ix r }t' `•'••. inlet pressure check valve, inlet sti-.finer removable without system shutdown and :;{ a noncorrosive valve seat and stem. Select valve size, ca aci and opera tin �r'}i f p t3'f g Pressure to ±� ' suits stem. Valve shall be factory set at operating ressure and have capability for field �.; adjustment. f'':..rs✓�>,rt:;r ty Valves: Brass or bronze body with ;"' E. Safe Relief °Jm't x� -; i y brass and rubber, wetted, internal Jim. I. working parts; to suit system pressure and heat capacity; according to ASME Boiler and �13 ,rry 4MYt,�r ;,f Pressure Vessel Code Section IV. F. Brass, Automatic Flaw-Control Valves: 150-prig (1035-kPa) cold working pressure CWP 250 deg F 12I de C maximum operating temperature,brass housing, stainless- steel operating parts; for soldered, threaded, or compression connections. Factory set to r: automatically control flow rates within plus or minus S percent design, while "r compensating for system operating-pressure differential. Provide quick disconnect valves for flow measuring equipment. Provide metal identification tag with chain for e � i•;'r P4 each valve, factory marked with the zone identification, valve model number, and flow rate. ip�=•`c+` � rm;; CS-4199-00 15510 - 5 HYDRONIC PIPING + R0—3/19/01 A» t(F ,�'� •r"°:w"''v^.n^�;':tS.y. 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','i .. vi`.- 1. r !:• c,f'L`°,t,ttr•yr".n ,iJ`5 .:,'t%i .Y' ,r ,','.'... ..ti" .� i'••$'�. `.'rS L1`. ,f'� yt..�,, ,t a :'v: Y ?r,?`:i g 7r,Sfi}f;?�;rr ;; }f, '-w 3}, (, „G- e M CS�. �'1 � � c' t} .r } t �:\ � der z;� 1 `t '�+-S• '•.! �f�It�tt'h tti R ,y �z.zC;F, , .. , 3.�' .rt• .f s '} Iii } ti .fir 4"'W Y� �'7.i r• i � �''`i,��};s'`sJ .��,s".t;�,.l��{n.F,..a4.Yiaw.rivt:He'senars.s�.o�:. t � , . �•, i 'r•,,..r:r.. fir; r�::":1,;'i.,;,: ,,l�r .t �;. t�y+1f/fi�4 :...,,>,..� .. .,.,«.,.dxuiH"fl.t%(Y!4,k YYr.YMSyr�.w>•N:.r.. „ TRyjRW s #r : .., .:....... ....><,:..�_,...........u+,.,...in.+,w....s..�,«S•nt+.ii>'te!sJfW.?ROiM171�!(A�p� �: ,y �•,I111�SS WATER POLLUTION CONTROI.FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI }t 6 •;1, ,;gyp Sri ,t. 2.6 HYDRONIC SPECIALTIES A. Manual Air Vent: Bronze body and nonferrous internal parts; 150-prig (1035-kPa) ;•��,�-r=,r�•:��-:�` working s d F 107 de C g pre sure, 225 deg ( 17 ) operating temperature; manually operated with screwdriver or thumbscrew,with 1/8-inch NPS (DN6) discharge connection and 1/2-inch NPS (DN 15)inlet connection. B. Automatic Air Vent: Designed to vent automatically with float principle; bronze body and nonferrous internal parts; 150-psig (1035-kPa) working pressure; 240 deg F (116 , -rt deg C)operating temperature; with NPS 1/4 (DN 8) discharge connection and NPS 1/2 (DN 15) inlet connection. r; C. Expansion Tanks: Welded carbon steel, rated for 125-psig (860-kPa) working pressure and 375 deg F (191 deg C) maximum operating temperature. Separate air `}� fwPs, tti charge from system water to maintain design expansion capacity y a aci b flexible drain g and taps for pressure fitting gage ��:�?�•-?�h�-�'-'�'=.:• ' diaphragm securely sealed into tank. Include and air-charging fitting. Support vertical tanks with steel legs or base; support °fir?i.7 o4cu. , horizontal tanks with steel saddles. Factory fabricate and test tank with taps and supports installed and labeled according to the ASME Boiler and Pressure Vessel ` ' y. ti Code, Section VIII, Division t� D. Tangential-Type Air Separators: Welded black steel; AS ME con structed and labeled �.i,��X,;,xa �' ��•�� for 125-psig (860-kPa) minimum workin g p r essure an d 375 deg F (1 91 deg C) maximum operating temperature; perforated stainless-steel air collector tube designed g to direct released air into expansion tank; tangential inlet and outlet connections; threaded connections for NPS 2 (DN 50) and smaller; flanged connections for NPS 2- '' 1/2 (DN 65) and larger; threaded blowdown connection. Provide units in si zes for full-system flow capacity. tt �r irk " :r4 . E. In-Line Air Separators: One-piece cast iron with an integral weir designed to 1 - ' •e Ja ;j decelerate system flow to maximize air separation at a working pressure up to 175 psig (1206 kPa) and liquid temperature up to 300 deg F (149 deg C). �' 3 F. Air Purgers: Cast-iron body with internal baffles that slow the water velocity to separate the air from solution and divert it to the vent for quick removal. Maximum ,.s working pressure of 150 psig (1035 kPa) and temperature of 250 deg F (121 deg C). ; :•, G. Bypass Chemical Feeder: Welded steel construction; 125-psig 860-kPa working ? pressure; 5-gal. (19-L) capacity; with fill funnel and inlet, outlet, and drain valves. 1. Chemicals: Specially formulated, based on analysis of makeup water, to prevent accumulation of scale and corrosion in piping and connected equipment. Y C54199-00 15510 - 6 IIYDRONIC PIPING >- RO—3/19/01 E , t '��c � r 1f t:•7" !{5�`yti jttrf 1J��.Ct��'��4�.��'��.F A�{�� r ii i t .: , : .a .{• i {� ris S..' 7'*1 � � 3;c �� ;i'Sl' •.7` t � n}.yhu't ji Y{'j }S .{C�ki t1, .. kx.�,s t; z l}"�' ? t ,u f :f 1 t �}1N4�Af�rti 9�S�r �'�,Pi�E�•r" '�, �`a+ � �.} 7`,�' � j tyr r � ' �, f .�i � t i ! 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' `, �' •.....�....,...�... :. .tt.r>•u }sA'::.`��r't° ,,��'/ ,r�j�'f�� S.,r t,t'.C`6b' t44w: +itndr:,,�i�1r.,wio,!'....... t.,.i.;.,1W.vr�.,..u,.,,..m,w..,a,,...>�,^z. nP✓�.t ,a}+t...ur.r rMr.............,-. ...,.,.... ...........,,,...tvY,n».>thihtal:+lr",tai.'3S isvon�.se..a.ss-..,. .. .•w'r.:vwtwl,.vKie.+.� .....v_c .:tJ:a, � Y,x��F ••.yar WATER.POLLUTION CONTROL FACILITY EXPANSION ' CITY OF JEFFERSON,MISSOURI H. Diverting Fittings: 125-psig (860-kPa) working pressure, 250 deg F (121 deg C) maximum operating temperature; cast-iron body with threaded ends, or wrought copper with soldered ends. Indicate flow direction on fitting. I. Y-Pattern Strainers: 125-psig (860-kPa) working pressure; cast-iron body ?'. ASTM A 126, Class B , flanged ends for 2-1/2-inch NPS N65 and larger, threaded r :y 'Y ,,.. •ba trmt3- connections for 2-inch NPS (DN50) and smaller, bolted cover, perforated Type 304 stainless-steel basket,and bottom drain connection. J. Flexible Connectors: Stainless-steel bellows with woven, flexible, bronze, wire- '. reinforcing protective jacket; 150-psig (1035-kPa)minimum working pressure and 250 , . ! 4 deg F (121 deg C) maximum operating temperature. Connectors shall have flanged- or threaded-end connections to match equipment connected and shall be capable of , 3/4-inch(20-mm)misalignment. IWt� .t.jX,V K. Spherical, Rubber, Flexible Connectors: Fiber-reinforced rubber body with steel41fi f� y ; flanges drilled to align with Classes 150 and 300 steel flanges; operating temperatures {' }{ 5 }r. up to 250 deg F 121 de. C) and pressures up to 150 psig (1035 kPa). '� L. Packed, Slip, Expansion Joints: 150-psig (1035-kPa) minimum working pressure, ` rl � steel pipe fitting consisting of telescoping body and slip-pipe sections, packing ring, packing, limit rods, flanged ends, and chrome-plated finish on slip-pipe telescoping ;y �n;CFdhFvr:7: section. PART 3 -EXECUTION � 'p,t;' 3.1 PIPE APPLICATIONS "1 t a � '•-'c �-tq A. Hot Water, 2-Inch NPS (DiN50) and Smaller: Aboveground, use Type L (Type B) ' drawn-temper copper tubing with soldered joints or steel i with threaded joints. I Belowground or within slabs, use Type K (Type A) annealed-temper copper tubing with tt+ Ml{y " }` , soldered joints. Use a minimum number of joints below ground and within slabs. �9 ; , PR r° B. Hot Water, 2-1/2-Inch NPS (DN65) and Larger: Steel pipe with welded and. flanged ";?a joints. C. Condensate Drain Lines: Type L (Type drawn-temper copper tubing with soldered 1p joints. ��y dt'�`7iy�, i�,'�1��,t�'r•! D. Automatic Air Vent Lines: Type K copper tubing with soldered joints. ' ' i{o`s 3.2 VALVE APPLICATIONS 1` rvjrti " A. 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S � r t ��'.+ fiti :if � th`ft�; 'rf. •ly.x,..f,et.,.', t...' u, .t is'ti i --orr IMF t f `4;0 v s �`. t - r v ..r.,, .iit'iti ,{{4.�`:lY'�iYJ'x,• '..,i't'S i. s •,j .3. i 33,k n ,11,j��,yy She yl,.t "t .'},.[ t..st .ph} 'US .,l,i - + - J f M 3^,,± y°fit ?'•F.,','� .S 'l`,'F.ytie' .7d ,Uir:S`�r� r..s��f.,rr�++':`M�� .ft � y 3§• �rt• r t t ..H'Ay�::jrxyft ysffK t.��X{�iti,1.�f}i �, f.�l tj l ,.t 2.: I'.,'�r iy -j su7,h jt�.; �{ i� �t>S t'3,•��}�1:� t •,�.J;.' ,t� 9t� i �,..• ,aYS yy r y .r r "�;•1}- 4.,� .�• { J 'S.t ay7 �; ?7 i; i �, a , ..:. y ,i��",,i,y,v,i�t „v`,r�Xs'� , •.� r �.};iiv+ fE f. , .X .stet .; ' �- , .w•..,r a.rf.. .. ...w"....... .. .. ......._....................,...,ru,'.,.,.,r+veeNbF,rtttlSrS"C�M�li+"r�{SL9.!'2?s<`YIhS�O�t:� a{�+'tr<.t+ � '�.. `.• ..s 4� `r r��Z �'fStkL ........... WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI e 'R;`s`` -�t��irt�3 y� t: 1. Shutoff Duty: Use gate,ball, and butterfly valves. 2. Throttling Duty: Use globe, ball, and butterfly valves. B. Install shutoff-duty valves at each branch connection to supply mains, at supply connections to each piece of equipment,and elsewhere as indicated. ' C. Install throttling-duty valves at each branch connection to return mains, at return y connections to each piece of equipment,and elsewhere as indicated. D. Install calibrated plug valves on the outlet of each heating or cooling element and ?' , elsewhere as required to facilitate system balancing. E E. Install drain valves at low points in mains, risers, branch lines, and elsewhere as required for system drainage. F. Install check valves on each pump discharge and elsewhere as required to control flow _ direction. f �:�.)Y +tip ..•: E°vutZ't�'.�'3Sj'r a•y. G. Install safety relief valves on hot water generators and elsewhere as required by ASMEi ya Boiler and Pressure Vessel Code. Pipe discharge to floor without valves. Comply with +� ASME Boiler and Pressure Vessel Code, Section VIII, Division 1, for installation ° . requirements. .N:1 H. Install pressure-reducing valves on hot water generators and elsewhere as required to i, i P g g ; .fri.c :�,. L`� regulate system pressure. 3.3 PIPING INSTALLATIONS Stf.41�''� A. Install piping according to Division 15 Section "Basic Mechanical Materials and °� YX{ticyljls'. &�. s Methods. ,tt� B. Locate groups of pipes parallel to each other, spaced to permit applying insulation and �:{, ��y;�TF,]j+ , k, servicing of valves. C. Install drains at low points in mains, risers, and branch lines consisting of a tee fitting ,A 3/4-inch NPS N20 ball valve, and short 3/4-inch NPS (DN20) threaded nipple andr. r cap. HE D. Install piping at a uniform grade of 0.2 percent upward in direction of flows�,� E. Reduce pipe sizes using eccentric reducer fitting installed with level side up. y ' + F. 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Ut. *= S •s 1 tr t , .� iG .#t ,S f.2;!#t['�7g v��Y��t.�ar5��r +}� 'r••� r 'f1, y W � + x.t17• �! a xt:1 "f}gdYftt�C::t.;.,, t t�!'3'•I,+` ,Ld j(FF (s7. ��)"�.J,t�<{.a..,p.�!}h.f.�, 4 i.= t r i t r>: y 1 c ,:`•, ,;.�tTI B'k},a(�.§!��t��r rr•�' '^yt •i � i YJ ��r�l%+`i•� fit{ �.X nerd ty+C. 4 JY t t 'f.' 1 a.. ,«��:r'rI�su°..ut�t�}�„�rt:;`.i:�r#�r.. .y. ..aG.,.c.w..,w,n•.,n'-•.cwrwt::��}*,-"t S�Y➢r?'hk'rV27Mtr,n`vw,. .,w.,...,. Iw o+a •Ayr4 �?i,,.. M�a+r+.,.et.:.,,»!., i' )S ,t, 1� .v ,. ....,.....,,.,...wu m••+..i R�::,f..rs..,.:. »�.+a+..nwl•„M tai � ...�..s...z,.,.:�ciu.;axA�lan.Join..:iiu:'aitiSk�'Lx3 `t��Y• , 'r WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI ' rul f y farS. G. Install unions in pipes 2-inch NPS (DN50) and smaller, adjacent to each valve at final <a{iisfl,t. connections of each piece of equipment, and elsewhere as indicated. Unions are not required at flanged connections. H. Install flanges on valves, apparatus, and equipment having 2-1/2-inch NPS (DN65) and w,.N larger connections. I. Install flexible connectors at inlet and discharge connections to pumps (except in-line pumps)and other vibration-producing eq i ment. J. Install strainers on supply side of each control valve, pressure-reducing valve, pressure- ,;,,, ` y u regulating valve, solenoid valve, in-line pump, and elsewhere as indicated. Install 3/4- ; - inch NPS (DN20)nipple and ball valve in blow-down connection of strainers 2-inch NPS d (DN50)and larger. r ; K. Anchor piping to ensure proper direction of expansion and contraction. 3.4 HANGERS AND SUPPORTS A. General: Hanger, support, and anchor devices are specified in Division 15 Section .�I "Hangers and Supports." Conform to requirements below for maximum spacing of supports. ; ', g pipe attachments: B. Install.the following .?�, ,:;J• 1. Adjustable steel clevis hangers for individual horizontal runs less than 20 feet(6 m) in length. �xl 2. Adjustable roller hangers and spring hangers for individual horizontal runs 20 ". ,1,.V4 feet(6 m) or longer. 3. Pipe Roller: MSS SP-58, Type 44 for multiple horizontal runs 20 feet (6 m) or 4�r { longer, supported on a trapeze. .t 4r 4. Spring hangers to support vertical runs. " 5. On plastic pipe, install pads or cushions on bearing surfaces to prevent hanger ' i from scratchin g pipe. C. Install hangers for steel piping with the following minimum rod sizes and maximum ..; spacing: 1. 3/4-Inch NP S 1l1TlN20 Max-imam span, 7 feet (2.1 m)• minimum rod size 1/4 �tr� inch(6.4 mm). 4 2. 1-Inch NPS N25 : Maximum s an 7 feet (2.1 m)• minimum. rod size 1/4 w '° inch(6.4 mm). 3. 1-1/2-Inch NPS (DN40): Maximum span, 9 feet(2.7 m); minimum rod size, 3/8 ` t.F inch (10 mm), ' 4. 2-Inch NPS (DN50): Maximum span, 10 feet 3 m • minimum rod size 3/8 inch(10 mm). �4 µ� C54199-00 15510 -9 HYDRONIC PIPING RO--3/19/01 r •:: �j �� ,•Y,; t. .t,*,,k*,.!Y((a++C;rj"�X:�r.,mx ry�r�dh+2�!'; .tom'.' �-"t t `m 'x4.^}t "4.^n'�, .y, t �}, u tt(((( `'i�• 'S� Si`r'e tCri�`i.Sr Sral3,,at�7.r; L�hr4'..�d 7� ��,��...r;;�...{NYC r�, /M1..7�'C 1 iY r{!.'latr,. fetn,fix`^"�' ^.ty.;F��l�•'ti,�:i5c` ;i` '.{c:�.�. ;1, �7':. �7{3,.r f .c(fi t 15 ',.S}h'x�Y�.,(�C.�r S'•`n�C:C;r 7,rj,h,r��z'�1n'.r`}{<'�f"•��7„,/1.;t.t>.�r,ra t 4 t,z�.(E'9k,33n);��7,�,:'',i•�#�i`r�;-,Trir Y r...f.a;+.trk.x.;y�a.dr ctSS,;.•�itj.';r t j.t 1'r�t.;�.r�'r>a s'a;z?{.'-3'v.,.�tY�.ti,�.,•:.7�n,{%Y.,4'.9 r uc�:;'`ti,,t y.t y�ry 5.�o'��t t�,.1 I,t,tr`.Yw xJia y f 7•s�Y,st r t..;;»5 r;r°v"}.�,tn,,�.t1i�i;+.Y;�`.s t}!X r;ti�y.i r.'r:,.S..{�F�#'@.:>.Y7 i i.�,+,t1.r;�a..s':dJ�s'r.q;,;v,,za}v�-C+�.t,i,i:,t>;},��;';�;'�r a}gr''z.;..v F,K:F''^•�j J d t<l-�i�J�.<^o;rS't�w:'�t:••,i}t„7x`3�...:zt te,t''rrif't�y1e,,c.!.��3�',l4�u+}#,�y�a'•v}k,�wa i.,};:4."v,�a+"�.�:�tS.E}�w S�i`-„r{�teti'�r�,�.P;r,'4�k»`y�Yg r c'9r r?..'.r,�f•'1,(.},:.> �01,�' r, , t,,,,�`,fs <4 .N k '.'z v � 'a t r ki p ri.'�'�:7,•.� < ,� "iJ 1 �' ,�,+ �°:Y ira c ax�+ ,..��;,Y n r 1 f'�+��,•t/. ,cam t�.� i r. � (� .t `��' t>;•d + +,, � s a� tP t o , r;✓� �' a t3„ r xd4� tsr �1`�>;'. °iyi �=�St 't'r yy�� r+ t�•fir r:'!'x:� t�t`t,,,! .r' ys',r��,!*�>tt„ f �! u. �,, �"':c�p�y,r,., .j 9' �;�r7, ttt r'� Z':'}}.d,• �C'F:t 7,s•., r 7't4 F��"' �'•.'< r , Se'': ,,�;�4r��,{yr`�th, �•fi��t�, �t�ti .fr'rt,�y.yyr��t+.,}f� is � # ';,.�, .z. •r;',:?ik''rf`t''��T,a��u,;�i., �•r �%` tt' 1 ti '`„ t �: � yjA;l �°. 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I,'34 c+.�p�� ,i ,•*�. .�Q .t X '3{' tcrt :fi c,i7 t f: r WATER POLLUTION CONTROL FACILITY E)'ANSION CITY OF JEFFERSON,MISSOURItrj� . ~ Itst f,F 4 S•j3 ' m ) p 11 feet (3.4 m)• 5. 2-1/2-Inch NPS N65 : Maximum span, , minimum rod size, ;+ 3/8 inch(10 mm) fay ` t 6. 3-Inch NPS (DN80): Maximum span, 12 feet (3.7 m); minimum rod size, 3/8 ' '."f inch(10 mm). 7. 4-Inch NPS (DN100): Maximum span, 14 feet (4.3 m); minimum rod size, 1/2 inch(13 mm). 8. 6-Inch NPS (DN150): Maximum span, 17 feet (5.2 m); minimum rod size, 1/2 inch(13 mm). 1 ' U 9. 8-Inch NPS (DN200): Maximum span, 19 feet (5.8 m); minimum rod size, 5/8 inch(16 mm). 10. 10-Inch NPS (DN250): Maximum span, 20 feet (6.1 m); minimum rod size, 3/4 inch(19 mm). t, 11. 12-Inch NPS N300 : Maximum span, 23 feet (7 m)• minimum rod size 7/$ ij ' a:=", inch(22 mm), wv D. Install hangers for drawn-temper copper piping with the following minimum rod sizes ' t np, and maximum spacing: �•u`�a' E3.'h.�5i'`� I. 3/4-Inch NPS N20 : Maximum span, 5 feet (1.5 m)• minimum rod size 1/4 ,, ti inch(6.4 mm). `, .. 2. 1-Inch NPS (DN25): Maximum span, 7 feet (2.1 m); minimum rod size, 1/4 inch(6.4 mm). 3. 1-1/2-Inch NPS (DN40): Maximum span, 9 feet(2.7 m); minimum rod size, 3/8st ' ''f` t , f�" r IT, inch(10 mm). j°� - •;.,�: 4. 2-Inch NPS (DN50): Maximum span, 10 feet (3 m); minimum rod size,.3/8 inch 10 mm k ; ', �, .: 5. 2-1/2-Inch NPS (DN65): Maximum span, I I feet (3.4 m); minimum rod size, r. 3/8 inch(10 mm). �z}: 6. 3-Inch NPS (DN80): Maximum span, 12 feet (3.7 m); minimum ^1 , rninun rod size 3/8 ,, ,,% :i inch(10 mm). I'. S ,•3✓Y�>,rfw"l'°.'ti t��J'C` .iii 3.5 PIPE JOINT CONSTRUCTION : j � �'t �'��c �'f•�'�f:�ryY'E A. Refer to Division 15 Section "Basic Mechanical Materials and Methods" for joint construction requirements for soldered and brazed joints in copper tubing; threaded, <<� welded and flanged joints in steel piping; and solvent-welded joints for PVC and CPVC � g j P•P g� j r piping. 11" B. Mechanical Joints: Assemble joints according to fitting manufacturer's written ,Wr^' instructions. \^Ar re �`n�rtF C. Heat-Fusion Joints in RTR Pipe: Assemble joints according to fitting manufacturer's tit 1�3 4 written instructions. W: f. 054199-00 15510 - 10 HYDRONIC PIPING RO-3/19/01 �� 'K �'f{%�Yj •�r an n,S ��5f�:i.'�Isk�n'fo4�., l�rf'2t Y �4t f 1.r'b.f; t>5",t•c'`•¢'C . "t S .r\aq,•,.-" `y, ` Jr..\/ 5}JS ti��*'.;'f:5�;�.•?,a7�R.�,15i 4 Tl ,f .�j�N�121,.r�t �t a5�. t` u:bt"X01 t? *4 3 '7 t t[�' .{�` i Y r a'i k Ri!t,� Sir �t P.lf�- {?�T��,� .iN!�.4•,�,"'s�,y�(�+,� �" i. 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P44) IL ..'fit) t. ,'.; �.' i .�tS'; A$s r y . . t : t'it:.• t' A` 17 1•t`�tt ( '� t � 1 4.,, r rfYFSr rTat P' "iSi:'�. t,•ti.i�t�.'7 y 1''�j'}�.isytW•lli [y":} :.,j.Sr.7, 'S.i } .}.x..Ytl z. , .i. i ..; nry 3 t,r �{{ :�� 7,;. ,, •„ 3„t. },"F 2..=F;,�•. 'a�1, '.rr`Tn!„ !,c., i,r�'.,`�iR: .i..skt.i.,t 4 .ck�r C ;Vm•� ',f'?' Vi '�f 1Gt,Jf{�,t t�-t�°�, � •a°! ,. �f ^„ z,ua,,^,» ±.�a?'"� tt..}t .t!, 1 .io ;to'3.'�r.:' :=i''�"�tn-�i'•;.t�� µ' ise;!.;S4"" r"a'^ �,'t,. .',.t.,y, }.) t ,1;,.,, 7 fz }. ? ! , `, ,.,{} a my .t.`P:,,.r3lf„ytwyx'{"4 F. :b '• .;',�” xx ,?i �->ZI.}}Cs� mv�:,�.,•�f1,rL., ��Sj Ar�q,`t,`y{1Aiatr�`�+•�i.�',,,,'idN,>;`f, �F t:��ti.r,, t.•?.r ..,5 rl J ri t k � �t �r i, 31`"v�ycxi',y��riY.A ,r�. �+ 'xj�-X i :�r .t.,. .?• k ,1 h s 7t f yy, t ,\, yl n aj• ` a'!�` kia •t+•tK=, ��,;t.�u�,�,� it,F*J tl.r ?,�T t r� cti.!.1 t, i ! J, i c` ;y7q��C,•v �:+?:1.�.,y?y;'°7�•v a.rz: p.t)�...#: � 1 r�•ui•}��I�ry��r^,,�} r r�4'rs;�14 r: 'tit�''`51e.ii j;t ,:, SW U ! 1 , it ,. C, .! i:i�,"}3sPS 1kr �{ a k $ �' tx`C 5 kt � ....,»................... «. .",rvwrer,ei.sS•n,F.*:W...y.�+vi .•nsri«.........�. .,..w,,.s.�'res �i aa}�ir ' b }!r 1 �'Ljd , ...,..ri/.r.v,•"r•h,v-u.nt.�rar.•utw.�n:Mi,..„5u ro.K.ao.+.,.r.r... , WATER POLLUTION CONTROL FACILITY EXPANSION ' CITY OF JEFFERSON, MISSOURI �r; 3.6 1IyDRONIC SPECIALTIES INSTALLATION An A. Intitfall manual air vents at high points in system, at heat-transfer coils, and elsewhere as ;; 3J required for system air venting. tearfi'F ' tii+>•+ ;tt B. Install automatic air vents at high points in system, heat-transfer coils, and elsewhere as ; . f required for system air venting. ' `?' °. C. Install in-line air separators in pump suction lines. Run piping to compression tank with ;' a 2 percent upward slope toward tank. Install drain valve on units 2-inch NPS (DN50) 'I and larger. D. Install combination air separator and strainer in pump suction lines. Run piping to x„f J compression tank with a 2 percent upward slope toward tank. Install blow-down pipingr. .'.f with gate valve;extend to nearest drain. E. Install shot-type chemical feeders in each hydronic system where indicated; in upright ,` f position with top of funnel not more than 48 inches (1200 mm) above floor. Install _ feeder in bypass line, off main using globe valves on each side of. feeder and in the main between bypass connections. Pipe drain,with ball valve,to nearest equipment drain. F. Install bladder-type compression tanks on floor as indicated. Vent and purge air from hydronic system, and charge tank with proper air charge to suit system design f ; ;W!1 requirements. j 3.7 'TERMINAL Q T CONNECTIONS E UIPMIJN Piping supply a nzftt f:� ? A. Pi in size for su 1 and return shall be same size as equipment connections. i B. Install control valves in accessible locations close to equipment. C. Install bypass piping with globe valve around control valve. Where multiple, parallelppYI t `"`" control valves are installed,only one bypass is required. D. Install pressure gage at coil inlet connections. , 3.8 FIELD QUALITY CONTROL ��i'Y="J` s�f�� aSh �•"Yf1i:�11 A. Testing Preparation: Prepare hydronic piping according to ASME B31.9 and as foll ows: 73u��tIF w `1 i r, 4 '1. Leave joints, including welds, uninsulated and exposed for examination during ' test. 2. Provide temporary restraints for expansion joints that cannot sustain reacti.ans Ir' due to test pressure. If temporary restraints are impractical, isolate expansion ? N, r joints from testing. ' ��• s �7a5r. 3. Flush system with clean water. Clean strainers. r x C5-4199-00 15510 - 11 HYDRONIC PIPING ' RO—3/19/01 7 `1'7' ';F': ili,':1"' rn'..,nr�,y�n�tWrifY7jpUJF.Cf!M"WR+.....v�^t,'� •C+•::':1:�6�e.'.i..t.Y•^r'�'.t'�1 .,j�,:,,41"�,!?1�q�',�j.��. ArP•�,�"',7��jk*i�l�i:�'S�, }fk t'd.t, i, �. �F�iljY.' r f a ,.'*T""�'". •'y`.Y1"y. 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'' aill Yd ?� i WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI 4. Isolate equipment that is not subjected to test pressure from piping. If a valve is l.i�'i.,l Yq-�S"�t:i%1tj3Y f••� •. used to isolate equipment, its closure shall be capable of sealing against test pressure without damage to valve. Flanged joints where blinds are inserted to isolate equipment need not be tested. i 5. Install relief valve set at a pressure no more than one-third higher than test pressure, to protect against damage by expanding liquid or other source of overpressure during test. J B. Testing: Test hydronic piping as follows: 1. Schedule test 14 days in advance for Owner's witness. i 2. Use ambient temperature water as testing medium, except where there is risk of damage due to freezing. Another liquid may be used if it is safe for workers and a compatible with piping system components. 3. Use vents installed at the high points of system to release trapped air while filling system. Use drains installed at low points for complete removal of Y• 1 ts.; }%., ri Y: 4. Examines stem to see that equipment and parts that cannot withstand test erly isolated. Examine test equipment to ensure that it is tight are prop 7rsr ; and that low-pressure filling lines are disconnected. 5. Subject piping system to hydrostatic test pressure that is not less than 1.5 times I ;t the design pressure. Test pressure shall not exceed maximum pressure for any 04- valve or other com onent ins stem under test. Check to veri �vessel, pump, � P Y fY w;�'1V;�;1 '�di Lk. t' �•r3a,i �• »�u that stress due to P ressure at bottom of vertical runs does not exceed either 90 percent of specified minimum yield strength or 1.7 times li SE It value in z•2J F' 1f ; Appendix A of ASME B31.9, Code for Pressure Piping, "Building Seivices Piping. 6. After hydrostatic test pressure has been applied for at least 10 minutes, examine piping, joints, and connections for leakage. Eliminate leaks b tightening, Eli ` rh Y` " $ x g Y &1,15 �� 1 `•- repairing, or replacing components as appropriate and repeat h drostatic test ra >� .,t�'. until there are no leaks. = 7. Prepare written report of testing. .i: 3.9 ADJUSTING AND CLEANING A. After completing system installation, including outlet fittings and devices, inspect finish. Remove burrs,dirt, and construction debris, and repair damaged finishes including chips, W scratches, and abrasions. B. Flush hydronic piping systems with clean water. Remove, clean, and replace strainer r screens. After cleaning and flushing hydronic piping system, but before balancing, j? remove disposable fine-mesh strainers in pump suction diffusers. ?i ; t� ^` C. Mark calibrated nameplates of pump discharge valves after hydronic system balancing ` e ={ ' has been completed,to permanently indicate final balanced position. F :f• ' C54199-00 15510- 12 HYDRONIC PIPING : ? 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Y..,i7 x�::'3.s�s i. �4a°{ •t j x i i t ) ,' �✓�v:i�''r: a:�sit.. t�:t r"Fy,ff9fr�.,,.�� 3��a x�,t,�� ' t{ r a vi t? fi?R Sir)ty '• .t.r# ,,tt $k3 �'��' attj i. �sry f 1€ t 5 r .`t.>,}ii,,Lk v , °l1;t{y': it r ' .s ip , '{,7.. .. �,f; 7 �y,l ,F d$.%t, 3tr�•i'"ir. sr +r4 .� �tyt, ✓, �'., S :' t..,, s t �. �i x otk .,Lti.a .;�..l;;tr.�tr{ tr i',i i.fit. t'ar`,4;'r`,� j';r.� T, �ti 4 ,f�% ,{t�; s�th .s,•>7f�t ak,k�t�k:naa,w.wa,.rt;�,�,?.xt.,.>'^....a><:s�tL's:.:r::...._..>M.w�:S+.rwd.}+we�i�fkNiic'dI�FFP.....n�,.,wM:a;..i.:.:.�aw.iL.,. fit.. ,..,.........i�..a.....,.,,:.tn.�,m4ra.,,�;>ti�r�xc.......:«.:,,.:..k.,�.:.:13.�..f:..r2xti�'..1 " .;"..i'' WATER POLLUTION CONTROL FACILITY EXPANSION . 1' CITY OF JEFFERSON, MISSOURI D. Chemical Treatment: Provide a water analysis prepared by chemical treatment supplier to determine type and level of chemicals required to prevent scale and corrosion. t.;. a Perform initial treatment after completing system testing. sAf �� cFr' 3.10 COMMISSIONING A. Fill system and perform initial chemical treatment. ry fit .• /� x B. Check expansion tanks to determine that they are not air bound and that system is completely full of water. C. Perform these steps before operating the system: 1. Open valves to fully open position. Close coil bypass valves. ' 2. Check pump for proper direction of rotation. 3. Set automatic fill valves for required system pressure. 4. Check air vents at high points of systems and determine if all are installed and operating freely (automatic type) or bleed air completely(manual type). 5. Set temperature controls so all coils are calling for full flow. 6. Check operation of automatic bypass valves. 'p 7. Check and set operating temperatures of boilers to design requirements. �� t ".r 8. Lubricate motors and bearings. $ r � END OF SECTION 15510 !11 51, i 'b t • f s 5 •,t� 't~ y�f'I ° r 1'd �� C54199-00 15510 - 13 HYDRONIC PIPING `' RO—3/19/01 .t *.i r. y,Yi` 'i :,. a••>:4 e Ft, y �.4", ."2. d) t �,�°'• 1 tn�tk �li��d'` ''7 a��F�,rx'�rr��ll.✓.r�'�?u�� ?y��tf��t+. e•P�{� .�.Y v�.��i'�,�1 ,� ,}' �� r'tF��y ,{ f w ,F '`. >xf '' k�' rk` rJ��r '•3� ��i��,•M�'�� 7,�• ��'��t�¢s�.�f{�tt1�'��,,,v�fr�� h�6ri�kt. �' * '�a�t S�t'"�.y1. `x'Xiryr�', y' #� ry •.�{ �a" 1, �r MIiT��. � '/' �(11 N�J 1 Ti � �`fy�'p^ 'Y� � '��'j .�;t &:y}5.y^I• �y 7'l.•A /,'Y t �y i y. .pilau Y�,yy `� 7�.: � '•�,tt�';t!�wYJ�,}If'` ';�S i��qq �. t 'rt y��,��'.'„tr,Zv?r<. r ai"3L, t ..� �,}� 1 � �. y,:r�� ;$t�t•.��r'?F,�FIx'�c� 'A.�.'f`�,Y" Asa"x`.�,�yt.,,€k� ;;x":^i�t �tf, {� ., .5�..vvtp�� ,rt,�r t'3f .�.�f �- ��'yr',t�•h ,^r',:ts'r�t�f�t'r}1.oj�;s.�'�7' �& �lyrl;� f r_e.t'��k,, *}.. .v !. 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F i 'dt�?i!`(, i�'1' �`�7�: r.hE iF � •J,:.Y`t� t;rr .c�Y!b' t r J.;i +, t'S}�s t „��" t . ,! r'tJ','r, 'r # zP�u s.�{ �• a�. r t s � ,,. .. .,.... ,. .».a»...... ..-. .. .... ...» .�..-,Yo-..Y. ,»vnw«.s:.+.,.,._�...,., ..,. :#'�-......r.t:{ .A:,�.,.,...t>s;:.,,:xta�r�;:.�;�1r-f a:_•:.Lr zi 7.Y i„� t(, ' t l; Y,tt� 3t f Vr�' �..,.t?, : � .... .. .- n,FM4xYt llb.,ci✓r rtMry,, .. y`MAk %F ltd t '7 . AP` WATER`ER POLLUTION CONTROL FACILITY r! CITY OF JEFFERSON,MISSOURI ' j s tx` fk' SECTION 15515 -WATER-TUBE BOILERS I ; i PART 1 GENERAL 1.1 RELATED DOCUMENTS 4 n •�:.f fit: Yy;� A. Drawings and general provisions of the Contract, including General and ;x Supplementary Conditions and Division I Specification Sections, apply to this `i Section. r; 1.2 SUMMARY R ' ~� A. This Section includes packaged, factory-fabricated and field-assembled, atmospheric- as-fired, water-tube boilers,trim, and accessories for generating hot water. g 1.3 SUBMITTALS 'Yt a;� , ' i dy#PJ pik s,, r r' A. Product Data: Include performance data operating characteristics, furnished specialties, and accessories. �t -ftJ'UY,•�7 w��.•,l , `+ � �`4•yt�� t M��.,1 s ' B. Shop Drawings: For boilers, boiler trim, and accessories. Include plans, elevations, ,;,' a r7 ' sections, details, and attachments to other Work. 1. Wiring Diagrams: Detail power, signal, and control wiring. k C. Source quality-control test reports. 1.C„ eFSt y wk••.,�..,�.' ' t+ D. Startup service reports. `�•'i.'itt I��: i��.f-3y\`�:3r7.n�hi.. E. Operation and Maintenance Data: For water-tube boilers to include in emergency, t,, i ,- operation, and maintenance manuals. _" #'' t,,• `' F. Warranties: Special warranties specified in this Section. 1.4 QUALITY ASSURANCE 1 ! A. Product Options: Drawings indicate size; profiles, and dimensional requirements of water-tube boilers and are based on the specific system indicated. Refer to Division 1 `� � 7JII P y Section "Product Requirements." r B. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having .' jurisdiction, and marked for intended use, ' '1'' C. ASME Compliance: Fabricate and label water-tube boilers to comply with ASME ` ?its t Boiler and Pressure Vessel Code: Section VIII, Division 1. 1,t��x ;pit }� �•�Y�•. C5-4199-00 15515 - 1 WATER-TUBE BOILERS '� 4 RO—3/19/01 + A7: tc. ,r.r,-'.'tir,,,r,.�".r.t.,r<.•,,:�,,,�t!,'xn'+;*��o,^r,.!!,y!�!'!tNw.n!Mf .usrKv^7!'.j•);!:�-t"rxr ">,+:::"ft".`,:{ ,'•r„. '.w; y{o'.'r'"w�+•.5!^'R.''��."�.9lt�li. tt"'�t '7 d, t'T Y.a,. 3 n ::lr.•. d: ,'. t -'•' .Sy :rs �r E'r hY' '('r3ikt i., gr., k2•, it ! �"�'r •A .t; ,r,"•..r.,i•'' r , `, r ?j';'',. :4' 't ,u.R:,"',. ''d !?t 7>�tx.i :tt:,'u:�yu; 'y Q'A r ,k'^ Ss".i tr7 r'x! - 1•:rS..S ';�2. ,a,t :�.e .t, :i!tf ':'f.�, rY:,i'�, f .i t't 1 �J..,.�1: '1 :J...iy �� y 1 {�'Y;y t'{t •r,.i'.tt :23. 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R Fi.T, ,Y•, z},. ,.,t t 'T. .yaji,' .,.j•eN' X51•x'.�'1.171::' ..]h d` i 7 ,y, ; d �, J Y tl'h.lt. t 7�S1,r' ;3t^.F.f S r'ctZLT.;t '1N w •:A` �'.4. r�:}�r�Y�q�'1-��r�'1+,�Lp' ..f:?� f:''•M1i� fir. ...�:�ifrtt}'t. :i�•'ta6'i ;x j�. ..�'.. , it r t ��° ."i t 7t•,cr.ay vii•{vtv<+•Y�,,... `� i a,, "�;: ; � �.. ty{, !7;t#�Iti`• .1 rt{ v.t?'t f a. ; . .tr. .,,t.<, 4 .tr* },.{rf.,(L �=`ts. d,lzi , a, ..i,��'', ,v+:ttatiffs+,ux,....;�i.±<..SL?..f:.,.�.,:...:.:.. �..u_,-..,s1i:u,..,,..,..L.,. , ,r. rr<�f�h r �. ,t• y tidy ys+,�•.,E y�" L ._ .....,... ...:,. ro.i x.v':�,.•.�ro.,.,.n.u,...,.,.. .. . ..:....,....,a,•,.:,:.,.r.+i.,.,w,...wn+n,;,'�r•d.�,ma+tM':�CC'RftY7DiMf...: . - r WATER POLLUTION CONTROL FACILITY EXPANSION ' CITY OF JEFFERSON MISSOURI kz D. ASHRAE/IESNA 90.1 Compliance: Water-tube boilers shall have minimum z�t efficiency according to Table 10-8. n E. UL Compliance: Test water-tube boilers to comply with UL 795 "Commercial- Industrial Gas Heating Equipment." ) ;r 1.5 COORDINATION A. Coordinate size and location of concrete bases. Cast anchor-bolt inserts into bases. Concrete, reinforcement, and formwork requirements are specified in Division 3. 1.6 WARRANTY A. Special Warranty: Manufacturer's standard form in which manufacturer agrees to ;:.' ' i 1. Y' . 1 repair or replace drums, tubes, headers, cabinets atmospheric as burners and �' ,. a ;:s;,; p p ) P g ) �%�r�t >.` pressure vessels of water-tube boilers that fail in materials or workmanship withinr '"� rr: ► specified warranty period. l ��r is �1 1 pft� ON, �Ynr%Y B. Warranty Period for Drums, Tubes, Headers, Cabinets, and Atmospheric Gas Burner: -4 yr "s "'i r ?'Q ' Five years from date of Substantial Completion,pro rata. p i, : i: a�x C. Warranty Period for Pressure Vessel: 20 years from date of Substantial Completion, for thermal shock. 'y << ;��`J PART 2 - PRODUCTS } MiA .1 IrrIANUFA.CTURERS '� 3 _d fT'�: '§'��: of;�; '�r•; A. Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to the t?ti� cyaa g: followin fir•: ,�-,�� 1. Bryan Steam Corporation. �''t4,. �• 2. Cleaver-Brooks; rooks; Div, of Aqua-Chem, Inc. _ 2.2 PACKAGED WATER-TUBE BOILERS a f•1 �.,;4r; A. Description: Factory-fabricated, -assembled, and -tested water-tube boiler with heat ' exchanger sealed pressure-tight, built on a steel base; including insulated jacket, flue- gas vent, combustion-air intake connections, water supply and return connections and PP Y r . �i controls. •7{ U B. Fabricate base and attachment to pressure vessel with reinforcement strong enough to }Y resist boiler movement during a seismic event when boiler base is anchored to building ;„ l } structure. ,:rr Al n4 C54199-00 15515 -2 WATER-TUBE BOILERS R0-3/19/01r d L ''^�!ti>>,ti,• .�, .t,y.. :(t Sr 4,ilt e'4 r, �'S;:1, `t :.�� Mt:..l7„•, -'+;�±x�,tgai±! ± .�nac,ra r. r r�'#. t �. j�,,,/i;Y 7 1,'t•Y ;to?r_ti,'e�ib:"a+Y��,�`.�{}�y15.�.\� t} n,r,k:1;�t1. { 1 <A k 1t z',4-�k„t'ji., v.•Si#t''t <,:.?'CLw.t.{F t�T."S'�r7,;,.}.ts fi5e;.t+,.:i3 JCi.,d;i:.x 55))�+r,r.'?..s s .iS.�}•�4.F.,r ;>=k,ly _tf 33 w , f 77rir,s t .,1. r ' id u Ml�.:v.lfi..lt t=,?�4 t t�,.r'"�,.,'?:i•'..'��r'i�•�`.''� .,}'�ti.,aV.� }7!Q t}.�` .y Kk. .i t.x tr.. s w.l �.r� •1, d?t i� 7 .ss '41+ ,,.)U� ( i '', �, (i -'2�•:# �}4;$,, t' x tie r •mt• t eQ' t :n `� ,�1 `E.,�+`qa•.. � �,;:s;'�y iyt,, ttiYrSst >{. t��t•.,.a,v�,;,s ! 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',f`i.{i . t•1g", 'fTt :'k'r f'.e•:,,•,4-E'r,fs.:.,•',#?'}�?t'Pin .,.,�ily'?t, t t;• '•� r v.: ..> 1.*,..'.,tl.,.,r..k>fi .�s,~ r '.t?.n�r'. •t,., 't>^....t =tf,'�'„�'I•:4 4'.�r}t.c,s.,;t•ta4.,�.,s'Y..3�•`i,:y i k -�t: �Af,..}- #1 +(. .�h•.^2;..., r�;,14}rJ.;Ar.4^... c5r' i�'< p,t$ qs.r,.r J� Iq . � q�t a 'U £ r ,. 5. 5;y`t�'Sl•� tt��`4^+,,��`�r' '��'(�•i t -� •:.t?d,.i4 �'s_�,...d'.�`.w_.i:.. .:..?... a.:,' .. ,•. ... , ..... :..:...., .:.,_, «Fe.....",a•,r•rnrvr rlMt','-w. .........:........ .... . ..,_....--w.w-nw 4r n�,.n+raa:v>-,.:..r, .. .., .,•. ....»r�,,....,.wl�,R;....t3£.i:�1u�•k.'_�i,X.�ttst:4„ !\��.N•�� c..iks WATER POLLUTION CONTROL FACILITY.EXPANSION CITY OF JEFFERSON MISSOURIx.43k:` `t_`:: .ww �,•_Y'.tom�;'�t�;x,r..,, 2.3 PACKAGED WATER-TUBE BOILER.COMPONENTS ;.'* A. Heat-Exchanger Design: Bent steel tubes saved ed or welded into steel headers. 1. Accessible drain and blowdown tappings, both high and low, for surface and mud removal. 2. Accessible inspection ports in drum,mud legs, and tube manifolds. 3. Lifting lugs on top of boiler. frw, 4. Built-in air separator. B. Boiler Casing: 1. Insulation: Minimum 2-inch- (50-mm-) thick lightweight refractory; 1-inch- (25- P mm- thick insulating oard; galvanized-steel membrane, and 2-inch- 50-mm- �3Yr.fK"" g ( ) thick mineral-fiber insulation surrounding the heat exchanger and combustion ,t'';§ .''.� chamber. ,y 2. Top Flue Connection: Constructed of el. w stainless steel. 4 �„'i'��,,•.�._.. ,j 3. Jacket: Mirror-finish stainless steel, with screw-fastened closures. Fnr:' ;I �:�yam, 3, :! 4. Mounting base to secure boiler to concrete base. Control Compartment Enclosure: NEMA 250, Type IA. t °'. Draft Diverter: Galvanized-steel assembly with flue-gas thermometer. F ' a 17 2.4 ATMOSPHERIC GAS BURNERts� r !1 j. r?t��'�`� fit'•-�;: A. Burner and Orifices: Stainless steel, for natural gas. B. Gas Train: Control devices and low-high-low control sequence shall comply with requirements in IRI. �,�rrr.{" i �•f C. Pilot: Intermittent-electric-spark pilot ignition with 100 percent main-valve and pilot- safety shutoff with electronic supervision of burner flame. 2.5 HOT-WATER BOILER TRIMr " '`';u° ,, e"rfi� yr,t;�;.'.:•:. A. Include devices sized to comply with ANSI B31.9 "Building Services Piping." B. Aquastat Controllers: Operating,llers: firin rate r and t ! •.' ..�; C. Safety Relief Valve: ASME rated. 30 psig (210 kPa) ,;. • 4� ; +�„,� ha D. Altitude and Temperature Gage: Minimum 3-1/2-inch- (89-mm-) diameter, combination water-pressure and -temperature gage. 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Description: To maintain safe operating conditions, burner safety controls limit the operation of burner. :r:MY 1. ]High Cutoff: Manual reset stops burner if operating conditions rise above maximum boiler design temperature. 2. Low-Water Cutoff Switch: Electronic probe shall prevent burner operation on low water. Cutoff switch shall be manual-reset type. - 3. Blocked Vent Safety Switch: Manual-reset switch factory mounted on draft diverter. ';p At i 4. Rollout Safety Switch: Factory mounted on Moiler combustion chamber. °` i 5. Alarm Bell: Factory mounted on control panel with silence switch; shall sound P , alarm for above conditions. ; M1 TING CONTROLS t.• BOILER OPERA fl41� 2.7 BOI A. Boiler operating controls shall include the following devices and features: 1. Control Transformer: 115V. I.kc::ir a 2. Motorized Vent Damper: Interlocked with burner to open before burner is operating. If damper fails to open, stop burner operation. r .'! 3. Sequence of Operation: Electric, factory-fabricated, and field-installed panel to control burner firing rate to maintain e, 1 water temperature. . ;t ,,{ if k 2.8 VENTING KITS A. Vent Damper: Motorized, 24-V ac, UL listed for use with standing pilot or ''*```�r' 7= intermittent ignition on atmospheric burner boiler equipped with draft hood. Interlock ` � x`' ' ''' `. i with burner. :5'i1 ;``a '; ' S 1ta1,. B. Chimney and Type B Vent Adapter: Vent adapter and sealant. 2.9 SOURCE QUALITY CONTROL ' t A. Test and inspect factory-assembled boilers, before shipping, according to ASME "' t � g Boiler and Pressure Vessel Code: Section I, for high-pressure boilers and Section IV, , for low-pressure boilers. '. B. Burner and Hydrostatic Test: Factory adjust burner to eliminate excess oxygen, ;? carbon dioxide, oxides of nitrogen, and carbon monoxide in flue gas and to achieve combustion efficiency; perform hydrostatic test. ry ] �l ,t C5-4199-00 15515 -4 WATER-TUBE BOILERS R0—3/19/01 N'w td [. 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Before boiler installation, examine roughing-in hin for concrete equipment bases, anchor- g gIn-r •;;,r! bolt sizes and locations, and piping and electrical connections to verify actual locations, sizes, and other conditions affecting boiler performance, maintenance, and operations. j ^ 1. Final boiler locations indicated on Drawings are approximate. Determine exact s ` locations before roughing-in for piping and electrical connections. B. Examine mechanical spaces for suitable conditions where boilers will be installed. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 BOILER INSTALLATION It ! �C �' t�4ac_3f'f '.•1t' A. Install boilers level on concrete base. Concrete base is specified in Division 15 11 p�;;�,1��.;•r:,n�,r Section "Basic Mechanical Materials and Methods," and concrete materials and installation requirements are specified in Division 3. r41,Y`�1.,��f'lt`:,�'t1 B. Concrete Bases: Anchor boilers to concrete bases. ,J,I N��>y� a• ( r,( Install dowel rods to connect concrete bay to concrete floor. Unless otherwise indicated install dowel rods on 18-inch ' (�ta0-mm) centers around full perimeter of base. � ;��;,�'{•°;rµr� t��::: r 2. For supported equipment, install epoxy-coated anchor bolts that extend through concrete anchor into structural concrete floor. g base and F 3. Place and secure anchorage devices. Use retting drawings, templates, diagrams, e instructions, and directions furnished with iteins to be embedded. 1 4. Install anchor bolts to elevations required for proper attachment to supportedX �� '1 :` 'i�r equipment. t'Se3�S!a;•,*Jty,�f tlgGn.i: C 5. Cast-in-place concrete materials and placement requirements are specified in A� p3r P q P Division d C. Install gas-fired boilers according to NFPA 54. r' D. Assemble boiler tubes in sequence and seal each to wr�Yt !i<<y be Dint. ;,},�,;,•r��;�r��: E. Assemble and install boiler trim. ` {~ r F. Install electrical devices furnished with boiler but not sr.-cified to be factory mounted. ' 3.3 CONNECTIONS ''"'' A. Piping installation requirements are specified in other Di sion 15 Sections. Drawings ^ indicate general arrangement of piping, fittings, and speci, ties. ., C54199-00 15515 - 5 VATER-TUBE BOILERS r RO-3/19/011 k ::r' •'lY•� �y,4' YL�' X•lt7,irf7'c;,prt,t; by.a .,atr.'' "�t�'.�'�;5;,`:'r'4'lt°:,r t`�' aic;. ,�,�r..r�r.,ky't .a,• r„- 'a >.; .7 , .k.' kt, .5. {, r. rr 1. ��' 114, t':..� •,t,.,j, r' ,s `7 :'S..S, t bXr. 7.i 1 ,r r i r,'i „4 ..w+a..�`,', i�,4•((,:��:�,r !tJ t Lkk'`<Itt,' .t, t fg'. ''. 'fs7, ;: ', ..,r� .2"``::eL. kt :.}•. .t yr {':' •t, >t ,t; ,.r a .t. ri.;�•�1� ,.ylJf ,,�.yf.,,a • } ,.r ,tt'1 y,.e:( y,y.: L ¢�., l,.�;'.'z;'••i4j"r,� 'r. ,r •±', ;�t�?itiit t1� { i`'ti-`.' ti rt�tr r .�f >. , .i.l, fi..,t 't�-,�c t, t;t��,taX,°v.�''�W'4at("� •SC.:?s ..�. 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J 7 I•, WATER POLLUTION CONTROL FACILIT`K EXPANSION O CITY OF JEFFERSON,MISSOURI >.Y ;y?`4 AVt.� B. Connect gas piping full size to boiler gas train inlet with union. Y;v C. Connect hot-water piping to supply- and return-boiler tappings with shutoff valve and union or flange at each connection. D. Install piping from safety relief valves to nearest floor drain. i E. Connect breeching to full size of boiler outlet. F. Install flue-gas recirculation duct from vent to burner. G. Install piping adjacent to boiler to allow service and maintenance. H. Ground equipment according to Division 16 Section Grounding and Bonding. a . I. Connect wiring according to Division 16 Section Conductors and Cables." J. Tighten electrical connectors and terminals according to manufacturer's published torque-tightening values. If manufacturer's torque values are not indicated, use those .# '::,:I; specified in UL 486A and UL 486B. 3.4 STARTUP SERVICE ..� : `;.. t ran•! s��atS � w'?*: A. Engage a facto authorized service representative to test, inspect, and adjust boiler , , �, �,• i t :' components and equipment installation and to perform startup service. ; ,r B. Perform installation and startup checks according to manufacturer's written =' instructions. i C. Leak Test: Hydrostatic test. Repair leaks and retest until no leaks exist. ?� �7ik ;"f : Ul D. Operational Test: Start units to confirm proper motor rotation and unit operation. ;? Adjust air-fuel ratio and combustion. ;;r, M. kr • , r:th tj y ;:�t . 4 �fn� u r't• die='.=. „t En Test and adjust controls and safeties. Replace damaged and malfunctioning controls and equipment. § F. Ad j ust initial temperature set points. FAR G. Set field-adjustable switches and circuit-breaker trip ranges as indicated. .t:6• V'�,,F1 H. Occupancy Adjustments: When requested within 12 months of date of Substantial ;Y;; Completion, provide on-site assistance in adjusting system to suit actual occupied conditions. 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Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this ??+; Section. M. 1.2 SUMMARY ` L°°; ; a A. This Section includes the following categories of hydronic pumps for hydronic ; systems: r +7 1. In-line circulators. �( ;• }` B. Related Sections include the following: I. Division 15 Section "Motors" for general motor requirements. 2. Division 15 Section "Mechanical Vibration Controls and Seismic Restraints" for ' inertia pads, isolation pads, spring supports,and spring hangers. r' 1.3 SUBMITTALS A. Product Data: Include certified perform 9 9 ance curves and rated capacities; hipping tir''•'f:t,� r','� > -: installed, and operating weights; furnished specialties; final impeller dimensions; and 1 A•'� 4 i�, f :+ accessories for each type of product indicated. Indicate pump's operating point on F� ' 4 },•. curves. ` B. Shop Drawings: Show pump layout and connections. Include Setting Drawings with : S!�_ �•n rte»��>�:j, >• f templates for installing foundation and anchor bolts and other anchorages. ,j ' j�f3�, �� k':\ •a'•i' T gr, 1. Wiring Diagrams: Detail wiring for power, signal, and control systems and dif- ferentiate between manufacttu•er-installed and field-installed wiring. !SA'gyj %(•t` �,M•'�7k fit.}:., C. Maintenance Data: For pumps to include in maintenance manuals specified in � ' 4.1 Division 1. i". 1.4 QUALITY ASSURANCE ; 91 A. UL Compliance: Fabricate and label pumps to comply with UL 778, "Motor-Operated {' '•'t Water Pumps," for construction requirements. h ' , �y B. Product Options: Drawings indicate size, profiles, connections, and dimensional requirements of pumps and are based on the specific types and models indicated. ;.. C5-4199-00 15540 - 1 I-IYDR.ONIC PUMPS RO 3/19/01 'j�,?'.1""7t�7"''8 .?Gss.. 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''(�Y� iils°"�� t Ytl� .i .�at ri�,a...au.gtr...�.r,..,..maw....",:..,i«..,...wr.,Mn�...irf.......r.z;....,..........• .V_ i¢� .. .... .,. .. .«TuvrrtWyW!N+^.tVYS.4��1'7'k tht4t+akrt.w,w..-u,:...1.a.�.:. . + n....a..,..,w•.,<�:rk..:�.r.:exaLili:,isEcny..+wvn+iarliktl�Nlttz�7�itA�9. ( { .r�ty.t' WATER POLLUTION CONTROL FACILITY EXPANSION m .,ask:•,,; ' CITY OF JEFFERSON MISSOURI Xx Other manufacturers' pumps with equal performance characteristics r P P q P may be � ��F;ax ,x. �r�;,••., considered. Refer to Division 1 Section "Substitutions." 1}, C. Regulatory Requirements: Fabricate and test steam condensate pumps to comply with ;° HI 1.1-1.5, "Centrifugal Pumps for Nomenclature, Definitions, Application and Operation," and HI 1.6, "Centrifugal Pump Tests." .` D. Electrical Components, Devices, and Accessories: Listed and labeled as defined in +. K. NF'PA 70, Article 100, by a testing agency acceptable to authorities having ,jurisdiction. 1.5 DELIVERY, STORAGE, AND HANDLING a A. Manufacturer's Preparation for Shipping: Clean flanges and exposed machined metal surfaces and treat with anticorrosion compound after assembly and testing. ProtectY ; f; - . flanges, pipe openings, and nozzles with wooden flange covers or with screwed-in '''`' ' plugs, AN T' ' B. Store pumps in dry location. Y , ?; C. Retain protective covers for flanges and protective coatings during storage. `? D. Protect bearings and couplings against from e sand, t and other foreign g , gri , er forei matter. V f:} E. Comply with pump manufactur er s written rigging instructi ons. a '.'! •", f 1.6 COORDINATION rl ii A. Coordinate size and location of concrete bases. Cast anchor-bolt inserts into bases. t �wj2 't'`` <{ Concrete, reinforcement, and formwork requirements are specified in Division 3 ;-': Section "Cast-in-Place Concrete." t"M f 1.7 EXTRA MATERIALS ;. � A. Furnish extra materials described below that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. 1. Mechanical Seals: One mechanical seal for each pump. 4 x y� : . pVr C54199-00 15540-2 HYDRONIC PUMPS �? 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J,dJ}J.t•S j :ST '�i'' nY,R.- •�t ��,�kFi�,R kr d,�`�1 JSa yt t..� ..y a �J. 3 i .4J,^i -�k7•,{r)•,rte,%{","a�. �j• }�•I.Yffr' ,.+�"i ti✓�.S.y,x..tt^',y,.x ..Sh.� •J.t 1 r✓ .i: r4 .Si.Jam• fir){y,)a'.>z ,,, .2� t �'' ..t, •1�+,,.�+#4b�.,)1 t5 r I c m, ,' " J 7 �` i'� J t••¢,,r^}� j,p ��' �' it •f 1k7 � '7;;14�:•E WATER POLLUTION CONTROL FACILITY EXPANSIONylr s CITY OF JEFFERSON,MISSOURI _ :: :'• S- 4 PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, manufacturers offering .1 P � 9 � t�. products that may be incorporated into the Work include, but are not limited to the following: t: 1. In-Line Circulators: t a' a. Armstrong Pumps, Inc. .:. b. Bell & Gossett ITT; Div, of ITT Fluid Technology Corp. _,; C. Taco; Fabricated Products Div. 2.2 GENERAL PUMP REQUIREMENTS �'}f' 'r?, A. Pump Units: Factory assembled and tested. f}�v'1 K �Jrl''al,tJ,,s f> ,.. B. Motors: Include built-in, thermal-overload protection and grease-lubricated ball �t fixY. s' bearings. Select each motor to be nonoverloading over full range of pump performance curve. C. Motors Indicated to Be Energy Efficient: Minimum efficiency as indicated according ' " to IEEE 112, Test Method B. Include motors with higher efficiency than average standard industry motors according to IEEE 112, Test Method B, if efficiency is not Eta s{ 10 indicated. V r:,r.X�. F�,X35r"'i'ra ji�"(+;�A`;.s•'�!'•i�; 2.3 IN-LINE CIRCULATORS rte' ��'ji ic a.��cJtlr:;tti ry A. Description: Horizontal, in-line, centrifugal, single-stage, bronze-fitted, radian split �rf• case design; rated for 125-prig (860-k1'a) minimum working pressure and a continuous sa water temperature of 225 deg F (107 deg C). 1. Casio Cast iron with threaded companion flanges for piping connections, and A; threaded gage tappings at inlet and outlet connections. a. Connection Option: Unions at connections for casings that are not available with threaded companion flanges. g Jr.y, 2. Impeller: ASTM B 584, cast bronze, statically and dynamically balanced, closed, , • overhung, single suction, and keyed to shaft. ~} " •t aX�h�y� 3. Impeller: ASTM B 36/B 36M, rolled-temper-brass fabrication, statically and dy- namically balanced, closed, overhung, single suction, and keyed to shaft. 4. Shaft and Sleeve: Steel shaft with oil-lubricated copper sleeve. k �. 1:. 5. Seals: Mechanical type. Include carbon-steel rotating ring, stainless-steel spring, ` ceramic seat, and flexible bellows and gasket. .,. 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C,.;}".r �f• 9.� ' r Teh'r;itu;it+`�+t�+L`y WATER POLLUTION CONTROL FACILITY EXPANSION f: CITY OF JEFFERSON MISSOURI WA 6. Pump Bearings: Oil-lubricated, bronze journal and thrus t type. 7. Motor Bearings: Oil-lubricated, sleeve type. 8. Coupling: Flexible, capable of absorbing torsional vibration and shaft misali - merit. e., , K, x 9. Motor: Resiliently mounted to pump casing. #�J art V,,;i PART 3 - EXECUTION 3.1 EXAMINATION �< A. Examine equipment foundations and anchor-bolt locations for compliance wifill requirements for installation. 1. Examine roughing-in for piping systems to verify actual locations of piping can- ��{�{N,�.� �:,�;��• :t nections before um installation. : r I 2. Examine foundations and inertia bases for suitable conditions where pumps are to ' � � .' Y#: i tk! be installed. B. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 PUMP INSTALLATION A. Install pumps according to manufacturer's written instructions. -" 1. Install pumps according to r ,..: HI 1.1-1.5, "Centrifugal Pumps far Nomenclature, :�� . . Definitions, Application and Operation." B. Install pumps to provide access for periodic maintenance including removing motors, impellers, couplings, and accessories. "` �:�° 't•>> ' C. Support pumps and piping separately so piping is not supported by pumps. �...• ,.T�;° < 4 D. Suspend in-line pumps using continuous-thread hanger rod and vibration-isolation hangers. Install seismic bracing as required by authorities having jurisdictions ;.;' E. Set base-mounted pumps on concrete foundation. Disconnect coupling halves before setting. Do not reconnect couplings until ali gnment o p erations have been completed. 1. Support pump baseplate on rectangular metal blocks and shims, or on mettil � wedges with small taper, at points near foundation bolts to provide a gap of 3/4 to ;7 1-1/2 inches (19 to 38 mm)between pump base and foundation for grouting, z� 2. Adjust metal supports or wedges until pump and driver shafts are level. Check `y' r coupling faces and suction and discharge flanges of pump to verify that they are level and plumb. . F A C5-4199-00 15540-4 HYDRONIC PUMPS t s RO-3/19/01 4. .3 P"2�'ti`' t f ct`•• St J rym �'^'4 J�,:.11 (v w�°•`...�'n tj.er7 ri"t. 1, f- ^TrC. Y:+p Y4f. - I { Yxr2 i 'tSlf4t:Y`1:fii ;•a+^, ;/11+,r„jS;Sr`•tTry1,. JXF}o,,'�f t;kT rislt li�'i <r!y�✓1r'' t`kf•;'.Lf t,Y�y) �tl r�`t�' �{{� 4'Y.•,rM;',,�`''.rr, "7 r, t� ! ot Jls ry rr STti. Jae J' lYa �,aac•� S f,Tpr� }, t '� nz •t t >°t. G t r 1. �, w �' ,C.r�J J "r: i k.S 4Y h„S � �.t� i?Y• p�F.. f ai3}r4't .t. Mt�nr�_ y t .F� ; ,,�; �" '�a it �t•f l+ r+�if Y�,h�' .�� t?tiert ,r , t �•( �e 3 x 'i �" t 1 6. Ottt'1`f•�'.' 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'. ...,... . . ,.�. . ,....... ?..a. ._ _..«}ht•r 9P.. •�±•1{',''S��rr <{,'t�t t Css'�' 7�=4y _.,.,,,, .,,,....+. ,.....�++.twwHa'n+ai'•t3t�.Mr'+r>.eaL.. r,.x.•... .ei ` ' ..1. .. e. ,. .. ,•,�S,A.,S.,lkir�ts,.>11:aL.'Y'i,a..a,tt� x'1i S4 m.w,i,ax.arhM.er f,+t+sr+w,•�xn,w.:,.i.t,,... •,...."tv .t ,li dr•4 ,'t WATER POLLUTION CONTROL FACILITY EXPANSION , CITY OF JEFFERSON,MISSOURI F. Automatic Condensate Pump Units: Install units for collecting condensate and extend 1' to open drain. ' 3.:1 ALIGNMENT' ��,}�y"y��-�, N(Jd f A. Align pump and motor shafts and piping connections after setting them. on it foundations, after grout has been set and foundation bolts have been tightened, and } •._r; after piping connections have been made. Fs=.� j B, Comply with pump and coupling manufacturers' written instructions. ' C. Adjust pump and motor shafts for angular and offset alignment by method s specified' in FH 1.1-1.5, "Centrifugal Pumps for Nomenclature, Definitions, Application and Operation." � D. After alignment is correct, tighten foundation bolts evenly but not too firmly. 7 � r. .: p , y P s 7� Completely l fill base late with nonshrinlc, noranaetallic grout while metal blocks and shims or wedges are in place. After grout has cured, fully tighten foundation bolts. _ °. . 3.4 CONNECTIONS `' ti's., r ��i. •� ,I A. Piping installation requirements are specified in other Division 15 Sections. Drawings indicate general arrangement of piping, fittings, and specialties. �,� B. Install piping adjacent to machine to allow service and maintenance. R'? 1 13 C. Connect piping to pumps. Install valves that are the same size as piping connected to �F,r. _ , rC r pumps. ' D. Install suction and discharge pipe sizes equal to or greater than diameter of ptunp �:•a nozzles. NQ !t E. Install check valve and throttling valve on discharge side of in-line circulators. ` . F. Install flexible connectors on suction and discharge sides of pumps between pump casing and valves. J G. Install pressure gages on pump suction and discharge. Install at integral pressure-gage tappings where provided. I . Install temperature and pressure-gage connector plugs in suction and discharge piping ire , around each pump. fe I. Install electrical connections for power, controls,and devices. 1 J. Electrical power and control wiring and connections are specified in Division 16 Sections. =.r• C54199-00 15540 - 5 HYDRONIC PUMPS RO—3/19/01 ' w ,,`t h� r .y,.TY,., ,i� >, :f?;.?;'it-..,y :,5,:':e'�'rb?7*.•�.r,M!nw�wM+:w,uTsn?15rrrx^^.?�^;r,-' ,;r.�. 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I a.�.ili,.:.,w...<ew.,,..•.SMw:An,rrtnw..wRltMa'!4►?R�SAi ('�D= 'L��t}.�+ ;�ii�,. WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI ` K. Ground equipment. + t P �I f7Ylt{�S��V� ' 1. Tighten electrical connectors and terminals according to manufacturer's published torque-tightening values. If manufacturers torque values are not indicated, use tr those specified in UL 486A and UL 486B. `' i 3)5 COMMISSIONING A. Verify that pumps are installed and connected according to the Contract Documents. `` B. Verify that electrical wiring installation complies with manufacturer's written instructions and the Contract Documents. a C. Perform the following preventive maintenance operations and checks before, starting: ��` ti��,r�,>.�•;; 1. Lubricate bearings. ��` 2. Remove grease-lubricated bearing covers, flush bearings with kerosene, and clean r thoroughly. Fill with new lubricant according to manufacturers written instruc- tions. YW ' 3. Disconnect coupling and check motor for proper rotation that matches direction 071 marked on pump casing. �' .. •, 4. Verify that pumps are free to rotate by hand and that pumps for handling hot liq- uids are free to rotate with pumps hot and cold. Do not operate pumps if they are l bound or drag, until cause of trouble is determined and corrected. • g� iy 5. Check suction piping connections for tightness to avoid drawing air into pumps. r '4gf �A." 6. Clean strainers. �> ,r 7. Verify that pump controls are correct for required application. 2N, D. Startin g P rocedure for pumps with shutoff power not exceeding safe motor power is as r. wi yr-r+ follows: vl �r f;�avi,•,;MyY::Jtf,r ' pumps w; '�1. Prime b a opening suction valves and closing drains, and um s ` for operation. 2. Open cooling water-supply valves in cooling bearings, where Yk �''j'r*�^7' 1 ng water supply to bean g '' 'j ap- plicable. r.i t�, .�: 3. Open cooling water-supply valves if stuffing boxes are water cooled. L �, 1 4. Open sealing liquid-supply valves if pumps are so fitted. ;. ,r? i'�at' 5, Open warm-up valves of pumps handling hot liquids if pumps are not normally � r. r , 0 kept at operating temperature. ?'- �, 6. Open circulating line valves if pumps should not be operated against dead shutoff. 4 7. Start motors. ` 8. Open discharge valves slowly. r'F 9. Observe leakage from stuffing boxes and adjust sealing liquid valve for proper r l flow to ensure lubrication of packing. Let packing "run in" before reducing leak- ,M sj,• age through stuffing boxes; then tighten glands. :4 } 10. Check general mechanical operation of pumps and motors. C54199-00 15540- 6 I3YDRONIC PUMPS R0-3/19/01 J 'a! MJ,{."'Y,S? i .+rrl°? h ? fA?'NQJ.K(q?/Ff`;`•".'.".r{I: t tti 17''riT','rbKi`•6. ' �� '�f�;:�,. 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Y?t�ys f��, �V t C F! .�. `Y"''�y,'u�, .}t.,.C" .�f.(#CI ,'>.+e �itS.�;.?e..,.rst!�r }.ili :' iy��ft,l'•,�;1�. •,.�* '> 5.5�}' �ff s: .�'. `ej t.r�r rt ifl�l.T,.Y;}�St } a#j}� a ,..P,' ! t tt y.,: 7s + k is„ a+,. .n. .r j f°.i a,��x. •n rft {, k%' i . t,' ;t�'��+.i' +r,�•frt�".1-�� ,r J�s r <sn 'E°,�e!.a`��,,��t n'i} '1"r'}h, 's '4S. +' .Y:i Y tt'�'.jnr 24y� �,ht', •�`}tfpy�ry�r.•4�+ ,� , ��.,j; t)Xe''F.f•: �> r ,!i, +.t� rt � zsbs,t, �. �✓� i `} j �,a .) �`�f v ri �. ?�' 7 t•^ J x, y s ` f.,...f .�F ;r: {t'. � ±;J;� .� ;�� is ..,r '.r .i e at •jf,} r� � t+"�?�'f)w y.� �' g, {.` } �( v�2{+t,}) �� 6Y ) / .. + .. i t 5 +. .'�}, r,' ., t' r �(4t . { t't��. '{y`!�t'x aNrF• t •��'1'+' .3 ` 3 4 .'. ,, � ��. ,•`: rit ...Yr) _ . . r J1s ,3'•'itt ++ jt,i�jirtr cif},•fin+�',r�.r`� j. i r s f.� MN. L Gka q t "W i'111-t,�F' JP- f-y- N1.1 V, V- if, 1-if, 7+.l �ME A)VXITR POLLUTION CONTROL FACILITY 00ANSION CITY OF JEFFERSON,MISSOURI 1.1. Close circulating line valves once there is sufficient flow through pumps to pre- t 77 vent overheating. E. When pumps are to be started against closed check valves with discharge shutoff valves open, steps are the same, except open discharge valves before starting motors. F. Refer to Division 15 Section "Testing, Adjusting, and Balancing" for detailed requirements for testing, aqiusting, and balancing hydronic systems. 3.6 DEMONSTRATION Ail A. Engage a factory-authorized service representative to train Owner's maintenance personnel to adjust, operate, and maintain hydronic pumps as specified below: I. Train Owner's maintenance personnel on procedures and schedules for starting and stopping, troubleshooting, servicing, and maintaining pumps. 2. Review data in maintenance manuals. Refer to Division I Section "Contract Closeout." 3. Review data in maintenance manuals. Refer to Division I Section "Operation and Maintenance Data." 4. Schedule training with Owner, through Engineer, with at least seven days' ad- vance notice. ;.A END OF SECTION 15540 11` C5-4199-00 15540- 7 HYDRONIC PUMPS RO—3/19/01 R-1 Vi ':} g '� �.,y�.� ,.r,s`t�"� t ..., j . l�"' ..+ t•t r1� t g i;Y't r�j,.•;s.•h. ..,,.t�,Y'v.' ^E' { ds �. ,i 1 t t ,...�! .;3 t..'r:'A+,: w 'i.:�' ,t.d'.•yr;.Jr-'t• t�l}�J,'L:.ly, yt„ ". t.� (-•�?a�"" s'i v i7;' +i ..:�r�.`'i' T ): �s<"•,r': i':,.er:•s :t'= t .t ; € .1r, t. -.rf.ri•:.(. .rz,�` 4;k'�;,,"�...2 , R•. iiy.§'yg�,F� j,G', .,s.+„�S,V}�,a•j�. �yl,'.R+5 'p .� 4t?.:� '”` a , (.t, ii, '.c 3r '� } x; f�>.,� rt r 't,r14?,•'Sv,,.Qtr t. x'4 tt.:.r?t ,.S„�' � '''1, i' t ••Y ,.a,e..t ? e .!•�p .#,�r,,,}t iJ�.,�rt,� �• �. t°�r`��` rt,=�Y "t$143,,�.��sYiYi.,3a�.}-y�'t5r.ii1'4' r�S-.•'�;� t. ± ?� tr �+ }x ,7 rl' /� �t .e; S'`t F 4 t'r v `} ��'}'q"u rtti{.'i kc�,x ii �•, ,t 1' '.}.:..{I, !•� ',.'iti%r"if�t�4�1„j�`,:C• n� .ic .i !r( •! � i t (. '�-S t'r t'.�{�+ti.�l�+ik�r':YK+ y� i'T ,Z �.� {4«t�'.i'c e.4 k a'� }3`r.; t�� t .i� t:• .,r r r S;� � t t. �r '1re`�. i J�? r, ] l is r •'1 !d Y d S r tY .4 + di' k`�� '•#i Y"1n r},3 •�S�'t�1�i,`f,�' t ! ..t,, i z ' N 't.. f r t'r.�;,; t{Yf'.>��{�t},it> �;7`i•�•��r �:4 ._ .•xc,,: tS rs.:t r }l °Y�lg .. .y .}.1✓> v ,;..' 1 w .trarv,"rir,+»-.a ,M..,...a... +zvrra5k'rX t t•1i�aA�h•L{i7efMVL.rr",.u�a >....� : ._,.:.,:,. _...._.... ......,<.,,.Mxf,NT s:' ,....,..�...N �.Ana,”NA'+dr:.an �...+......,...;_+,.t»7t.-..•,�.:r.tani:«+iii:�.csn` 7•Y.d ` WATER POLLUTION CONTROL FACILITY EXPANSION ` CITY OF JEFFERSON MISSOURI SECTION 15561 - DIRECT-FIRED, MAKEUP AIR UNITS a€„ PART 1 - GENERAL �_A14,,} 1.1 RELATED DOCUMENTS ?A tF A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. `, `:F 1 1.2 SUMMARY "A A. This Section includes direct-fired makeup air units and accessories. t' B. Related Sections include the following: U 1. D1V1s10 n IS Section "Hangers d Supports” for method s and equipment to support units. X�+!t"�}�t��+�ra,'�5'"•�ft�,vw�.?��`.(t'�lj+�l'.;�;t::y";::.%,f.;�':.�: }' 2. Division 15 Section "Mechanical Vibration Controls and Seismic Restraints" for vibrati on-con trol devices. x w ^� r� qi• ;! 1.3 SUBMITTALS ' � � �•��',' i art at , .l. L A. Product Data: Include rated capacities; shipping, installed, and operating weights; furnished specialties; and accessories for each unit. t "°z3 B. Shop Drawings: Certified by a qualified professional engineer responsible for their preparation. 1. Detail equipment assemblies and indicate dimensions weights, loads, required clearances, method of field assembly, components, and location and size of each . r y 1 •1 t�f'. field connection. 2. Design Calculations: Calculate requirements for selecting vibration isolators and }�s seismic restraints and for designing vibration isolation bases. 3. Vibration Isolation Base Details: Detail fabrication, including anchorages and attachments to structure and to supported equipment. Include auxiliary motor slides and rails, and base weights. rf G 4. For i nstalled products indicated to comply with design loads, include structural '� "�=r•li�•{K <M1'' analysis. sNy 5. Wiring Diagrams: Detail wiring for power, signal, and control systems and rV, x„k yl.; differentiate between manufacturer-installed and field-installed wiring. ,=>r 'Y� C. Maintenance Data: For direct-fired, makeup air units to include in maintenance manuals specified in Division 1. . D. Warranties: Special warranties specified in this Section. 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I t 5 r: :# ..t. y,>�..i:±�,•.a.+,tf..:,5{St, �,r'�1r� s�M�.#..'�., o-;,r-�.i ?- ? y�;.e�,r. ,r t e^ { , :i ,r.,,t t 6)rV i t�3�i•'..��'7t 't •l .' ar 14�}:ij }76 atr N,'',yyvS..7ft�,' l i ..c,yr ' t.}?�t�jiF.'.,>:.r'":(n`;ii':;'✓c..,y",: ✓ ¢:z. . ".A.• {,''{�'�'x SJy1l".`i�'pq t`..✓ 4 ;I } 'S,•.: i. I,.. I r,',fr Y(�l.'°#.•V•;i 5A.,, :� '�..,r..}� ..ie1.•�' � ,At 'a ` ',, ``rr 1 i r ^�' 7fjr��.11 v"i z.4r f irk z �xJ �`: � +,r , ..,.-,+,t.+wrzsen.WruPx�r.m•'.w.�.yjY_.:Yx!rrf9".>3`�'d114S.. .., J. P"�b zy �� ' P ,,•. '�Yd4a.l+u+..... ..L.sww.euu',nr.aM+hW..w..r..,. ' . ,.a:n r:,e,fh4ri,r.nv-w,v n..,wre..u...._. .. •a�4f! t°,pry �Y� I p }`;atj r { WATER POLLUTION CONTROL FACILI'T'Y EXPANSION CITY OF JEFFERSON,MISSOURI 1.4 QUALITY ASSURANCE A. Professional Engineer Qualifications: A professional engineer who is legally ualified f to practice in jurisdiction where Project is located and who is experienced in providing engineering services of the kind indicated. Engineering services are defined as those µ. > .f, performed for installations of direct-fired, makeup air units that are similar to those ' indicated for this Project in material, design, and extent. : 1 B. Product Options: Drawings indicate size, profiles, and dimensional requirements of direct-fired, makeup air units and are based on the specific system indicated. Other manufacturers' systems with equal performance characteristics may be considered. Refer to Division 1 Section "Substitutions." Kf C. AGA Certification: Gas-fired units shall be certified and labeled, ` '' '° I`I`y 1.5 COORDINATION t A. Coordinate size and location of concrete bases. Cast anchor-bolt inserts into bases. rf Concrete, reinforcement, and formwork requirements are specified in Division 3 :a{; r ,,.t • Section "Cast-in-Place Concrete." ,j: B. Coordinate installation of roof curbs, equipment supports, and roof penetrations. F° _'� ,: _✓', These items are specified in Division 7 Section "Roof Accessories." �t, `'t.'.'•,::Y�Mfr; ��9 ',°�triks r��,.;�`.',, .y(4 1.6 WARRANTY A. General Warranty: Special warranty specified in this Article shall not deprive Owner ;1 of other rights Owner may have under other provisions of the Contract Documents and shall be in addition to, and run concurrent with, other warranties made by Contractor under requirements of the Contract Documents. + F B. Special Warranty: Written warranty, executed by manufacturer agreeing to replace gip; � r Fy wr,. 6s components of direct-fired, makeup air units that fail in materials or workmanship ' " Q,fll within specified warranty period. �` "{��'' Ilk :•, C. Warranty Period: Two years from date of Substantial Completion. M s r��:I...r WS 1.7 EXTRA MATERIALS A. Furnish extra materials described below that match products installed and that aref-.` rid packaged with protective covering for storage and identified with labels describing ' .; contents. , 1. Filters: One set for each unit. 2. Fan Belts: One set for each unit. ' CS-4199-00 15561 - 2 DIRECT-FIRED, MAKEUP AIR UNITS RO—3/19/01 tk '4:s+ .3ri''rn^3"`^' ',w,y"!caWfdvtlR'it+IFUS.KaPm,n; S 1'Y'�.,.,. .'e""'"•e�' aJ{ :�., 1-�i':�''T� ,t !ti N,�• .•f. ,�;h.7 t ,';.'�u FxM}tl:' !`..-+'t I',�r' � :l': `i.r tt ji Y�tf� ,;ji .f�.' 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Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but Are not limited to the following: 1. Greenheck. 2. Ice Manfacturing, LTD. 3. Jackson& Church; Div. of Donlee Technologies Inc. 4. Rapid Engineering, Inc. ` 5. Reznor/Thomas& Betts. ;:• ',;r� ,�.: r;k R'sSid2Y.yYl•t',l4` ` t 2.2 PACKAGED UNITS ` N�tr tea, A. Factory-assembled, prewired, self-contained unit consisting of casing, supply fan, controls, filters, and gas burner with profile plate. s ` 1. General Construction: Outdoor unit. far. rJ}`;:; s.. 2.3 CASING AND COMPONENTS � A. Casing: Minimum 0.052-inch- (1.3-mm-) thick stainless-steel panels formed to ��' rs t�r•. ensure rigidity and fastened with sheet metal screws or pop rivets; supported by `ar stainless-steel channels or structural channel supports; with access panels, for burner p7fr+?• and fan motor assemblies from both sides of unit; and with lifting lugs. tj ' 114 "" •= B. Access Panels: Lift- out with cam-lock fasteners. C. Insulation: Factory-applied, neoprene-faced, glass-fiber insulation, 1 inch (25 mm) s; ai ?`r J11-ithick, applied on complete unit. R ' j D. Finish: Heat-resistant baked enamel. t# '' t`a .}� '`j!y,` �•t.I,�vrB tit., '2xr41 trr` E. Weatherproofing: Factory applied to casing. s� F. Filters: Removable 2-inch- (50-mm-) thick, glass-fiber, disposable filters in metal frames. } : : . G. Roof Curb: Full-perimeter curb of sheet metal, minimum 12 inches (300 mm) high; with wood nailer,neoprene sealing strip, and welded Z-bar flashing. Y"7�R �J 7 •Zi�..l ;." S C5-4199-00 15561 - 3 DIRECT-FIRED,MAKEUP AIR UNITS RO—3/19/01 , bets.d4I"is i`f,!'."'r;T^'il�";'•,.:.'+*Y* r 'r!erN•+.r+,.-•-.�'+rT ..}.t rn^.�. }•,,f f, ,�'�;,, r..S•.. '+;s, 'l'.;„,; 't.r. „yus^:,: k-�ta ft"tt'.t+•. 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A.r 't„1„r 1: t:l a :h a.,y,.t .',r 2rt ,,t ` T,,1t`.t,}L'g4c�°�t4.T�?4�r'� iri47�� F.ry,�fti,.r,,; .�i.l.. �" ,.F.'y.. ,t i k r t, <�'.t •:-! aE,� g.;�e",�ti $,d:r'y3nxX a!�}'�.'y71):r.+yr x�-C.s i?'t, z.� ,ti �: r r ..i .;! , i•" ri. �'ti�`t:;,.5,;^,''},1' .� k. ,.�ij 'T'r'-., xa`S'}^� .Y` rai�E,� �? :vYar/�.-.t,.? �'•5...�.1'�(yx t t ..fi{y. 1, :x}.). t.': � !s;� t '�.t ? ,'S,L: >,.'.)•:.rr,:n�'.�fk,.y11' cs�5,:},JT�.�� ix» �r .�,�}�1' ((�� 4S1.C'�'`� �'�+��'+�S.r� a•tt,i i :,1 P , w' ., r.,t Y,j:�,,.- ,rtlaC�f f,.t S.y., ;f..�{:+ t»t �.. .ana}kE:WnaCa.�ilu.�.:_?ir 1kay.r,.u�!.!'..,..r.__»...............»r;u,..r.a m�....:.ti._u...., .....:5 ...,..,..,,.. .n,n....,.nr.nsr✓rfwr�r.'-d.-.,,.,..,.,..:.»_.. , ' »w.,-„.&,+r..w„�i hs+r.r•z`.,crxr<:d�nnsxYl#SR';f,Fefl"ll. '{Yxty' .,tai Mfr, WATER POLLUTION CONTROL FACILITY EXPANSION j§ Yi•r'rrj +.•?;'pin;” CITY OF JEFFERSON,MISSOURI ` 2.4 FUEL BURNING SYSTEM ``!4itw`sli2.'Lyx lfC . j A. Burners: Capable of modulating turndown ratio of 25:1, including electric-modulating ,>X } main gas valve, motorized shutdown valve, main and pilot gas regulators, pilot electric gas valve, manual shutoff valve, and pilot adjustment valve. E'•�'� ^ rr ,i J �1 B. Fuel: Natural gas, r' C. Pilot: Electrically ignited by spark rod through high-voltage-ignition transformer. r D. Safety Controls: Factory-installed sensors verify correct airflow before energizing pilot and sense pilot ignition before activating main gas valve. -'; E. Manual-Reset, Low- and High-Limit Controls: Maintain space-air temperature f, between set points, and shut p fan down if temperatures are exceeded. it �q F. Purge-Period Timer: Automatically delays burner ignition and bypasses low-limit Control. !la's ,uYA' + G. Inlet Damper: Motorized, with end switch to prove position before burner will fire. ". ^ Y ` 1. Two-position damper to open when unit is operating. ,..», :+y=cY�=ii i^H`;t;.s•�'�»r a �. 2.5 FANc : ' •?.i,;S Y�Ij:uSa1wi�'+�SI��;t(� ?;1 .a 'A. Description: Rated accordin g to AMCA 210; statically and balanced� .;} stainless-steel, centrifugal fan mounted on solid-steel shaft with heavy-duty, self- a ;.1 aligning, prelubricated ball bearings and V-belt drive with matching motor sheaves h Jl and belts. 1. Fan T ype: Forward curved. Lr� tu� 2.6 CONTROLS `MT A. Factory-wire connection for power supply and field-wire unit to remote control panel. S9 ¢ . ; y B. Remote control panel shall have the following features: l� ,j JIN1 '.. 'N. 1. On-off switch. `` ' 2. On-off-auto switch. ' °d± 3. Summer-winter switch. xl '•A ,}J 3 4. Heat-off-cool switch. 4 5. Supply-fan indicating light. 6. Pilot-operation indicating light. 7. Burner-operation indicating light. 8. Clogged-filter indicating light. CS-4199-00 15561 - 4 DIRECT-FIRED, MAKEUP AIR UNITS RO--3/19/01 ` ' t::Sel';t'.. �1t[tW.,•F�rew.'. + .Rh r`t:ifs 'rf.:_,xhr'^},y"�:'!t"!.ni!..x w y r:�fb ys!.,-7�.',r i �t„F W�1rt,K'F.t 1 YY,N•wfY;.�r Mw!r,^r�,}`; „�t.'.-r r,.t..•1;..1^}';, ;,^t;Y✓.^;,.y..;,yl,.t.,.yi-a.4.c'r•;i�:k,�,.:;:#Kyr:�<'l J:C$'a 4. Y i}t'�J��k-i�`+f'aFa4�`�"•,;r'S' / 1''G.7?� i��.• Fr XT t r: x+<.. t n i. P t a f r' l:k 1= k. 'i ,y .C1�, A�r :r.�:e...r-Ya r`I,r t �+ {hrxt+,4. s n,•�f. ',.4{r ' 7, j } t r S t �,� 11"x.,d�"4 .1 J� nt r 4j 1 , + � �? r4e `�( sy�i}S r z• , f} r ii $3X+r r + ! ,a t r x��'}� rh 2':-t� 3 .S q.'t` . � ri{ btk rf e< rT tr qq '�v .hr 1, 1 �{• �:. 11 k t f 4 z)� 15. 1X4 .,xW ltif,,�,�! j f �,r. ,Fd!•;� �i�t�`'v+,g}{,, ✓a� %rrr i1� �x+� y 11.�C ,,�'}}�, `x tii,�. PS ,, t� t�iN�}j{� x � 1 3 P t''S4'��Sa..��6I^:�.si{ ut. k fi , �! !ryry •�5' �� 4 U �} 3: 'tt{ iv'• � (r 7 L ' +y ��i .t! }�' t 3 L ( t � {�'!. f• t`�}� 1�'t}'�.;+•i'kt� ,' � n 4.�+ -}TZ�r;bit}Q��e,dT•,1��'.r..�'t�l.y�rP` ft.x'1 !tf It �,lffr .„. 3.,f y e 'ro�i '! t.. 74 � .;5 i ,. r (-.: }rtj ��°+�^ '1 �{fy�a1�•r .i Sy ?t:;.r:,. 'ti s r' r .f.i`iT t (y:f, ricwrf s� t Y �!.tii t .i V t1N�`�May�( „ �� W, 2_1 . §rV4 i �j.,.y: }{�. "i�., (!..(. i ''2f S t t .. .'"r: � }. u.,yJ f�,�.y.1• i -y:3 "'v •. .,y.,.,� ,:s'yr.-f, ,t l•3:yT.ta' . .4s r;r�¢� }, "7t,�l t•5;.:�.Y'y7vii.',-x'. Stf,.v=' t :if1 r �' ri'L i '.'..i�', t`i' 1... y.'St'tStrFa tr ri•4 ti, �',rN`.S'n^r •`t`t�' � K.- ,r.',t .:zr,t" j a s°.. ` .F', r 5 't. �Y ,^,•�: .t �pr'�F 3 wt'..�ra .:a.: .�lS ��`,Y.' X 4uf}��. + `i w'•+ 7 .;r1 ` ,}VS'f;r lac YC xa. a t..{ { ..<:' ). i£f f `�i, ,,,r! J ft}r 4, L.• � n, � �'i"•.f.`)^` �rzta', � t�rr}d'� f t. _ ' a �'. .. i ` i.q,.., �` � r �"3 ti d ii sr r f yt Er •4 {. a r', i •t- rfl =tl , �(+:. i Fj��+t<ys��Y .S�' !},a...{; rf�� t,ttriS ti.Dyyyj .t ^: � �' �L r t }�•n `K .y,,..J .._. _ .., ....,... .vw•w+i ei.+rw ,rnw,nava-„...,,.z+-. {f. is„.t,:,. e.lGi';,r;f.h".:"L`:'.+<,.e, +ttT-0rS s',;t [` i ,2T. ,_lr..',.;.{a rr..f.:c t. _ .. ,�,. ,.Y.., .. • ...._.,,+.. ...........!.e..w,rw.Y+f V+.}13!:ft5 tr nu: ... . _.._.. . ......_-. ;i'.,. ,,+�- i, y t r{s f WATER POLLUTION CONTROL FACILITY EXPANSION �•!r CITY OF JEFFERSON,MISSOURI tit ,f t�r�u2i,i,7�F 9, Safety-lockout indicating light. C. Interlocks: Unit shall have provisions for interlocking with two stages of exhaust ventilation. 1. When first stage (low rate) of exhaust ventilation is activated, the supply fan shall start at law speed. 2. When second stage (high rate) of exhaust ventilation is activated, the supply fan �� shall start at high speed. ''`" D. Fan Discharge Thermostat: Controls modulating gas valve to maintain supply-air temperature, 1. Room Thermostat: To reset discharge thermostat a minimum of three temperature levels. PART 3 - EXECUTION RJ i• '.1 -iii: i .C�i�..r�'�.'>rt+.J''��,f. 3.1 INSTALLATION 'sY''t I`, l � rj,-iy'.��y,✓F{,+,,171 f1�. 4 ,qtr F 7 l A. Install units according to manufacturer's written instructions. `.; B. Install gas-fired units according to AGA 2223.1. AI l` t ti. C. Install floor- or roof-mounted units on spring isolators with minimum 1-inch (23-mm) static deflection; refer to Division 15 Section "Mechanical Vibration Controls and Seismic Restraints•" D. Install roof-mounted units on curbs complying with requirements in Division'1 �! Section "Roof Accessories.” ;��M? . 3.2 CONNECTION" A. Piping installation requirements are specified in other Division 15 Sections. Drawings j " ° y'indicate arran ement of piping, fittings, and specialties. The following are ^ ;? ' s ecific connection requirements: I. Install piping adjacent to machine to allow service and maintenance. 2. Gas Piping: Comply with applicable requirements in Division 15 Section , + k{ "Natural Gas Piping." Connect gas piping with shutoff valve and union and with sufficient clearance for burner removal and service. Provide AGA-approved flexible connectors. 3 . . Duct Connections: Comply with applicable requirements in Division 15 Section e�f ?` "Duct Accessories" for flexible connectors. "' '� w• t CS-4199-00 15561 - 5 DIRECT-FIRED, MAKEUP AIR UNITS �. RO--3/19/01 I 1. 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Jg,}�rJZtj yt:,tk F.. h ttt' L 4: t tr F 4 1 r 1 t �.sr ! �t .t. i t .,,�s r. ..Pi'i'tit, :r•^ t`.A �.. ��4.uUUl.j��l�,tirsl.isu�.if,:.........:...:t.<..�..3,.. . '. 4,..-.,.._.._n.M,ax.e�anikiw•SMrni+,.+drua.,rtia++wtvstrr r.v„-........�.w'.... ...._.�s...:.'w�w.v..wad»+:i,�•xMd+.nerksi��hsrk!n'-]L?i444i , ,+ a' r" WATER POLLUTION CONTROL FACILI'T'Y EXPANSION I;_NE:s-�_�� ,{�•°1 CITY OF JEFFERSON MISSOURI ,qr, B. Ground equipment. ` 1. Tighten electrical connectors and terminals according to manufacturer's published torque-tightening values. If manufacturer's torque values are not indicated use ', y' '.; q � those specified in UL 486A and UL 4868, .'r ;t;> 'i 3.3 COMMISSIONING A. Engage a factory-authorized service representative to perform startup service. 7. 'E } 1. Verify that equipment is installed and connected according to manufacturer's i written instructions. B. Complete installation and startup checks according to manufacturer's written instructions. C. Operational Test: After electrical circuitry has been energized, start units to confirm M.9 °Raid '` •�'�' a''' proper motor rotation and unit operation. Remove malfunctioning units, replace with ' ' L ' new units, and retest. ;�• , . D. Test and adjust controls and safeties. Replace damaged and malfiinctioning controls t ' and equipment. 3.4 DEMONSTRATION }Wr A. Engage a factory/ authorized service representative to train Owners maintenance y personnel to adjust, operate, and maintain direct-fired, makeup air units. 1. Train Owners maintenance personnel on procedures and schedules for starting and stopping, troubleshooting, servicing, and maintaining equipment and schedules.: ,,, II , r rve• c, .},.. ,. 2. Review data in maintenance manuals. Refer to Division 1 Section "Contract o Closeout." •b ' ryti 3. Review data in maintenance manuals. Refer to Division 1 Section "Operation and Maintenance Data.” ' 4. Schedule training with Owner, through Engineer, with at least seven days' advance notice. END OF SECTION 15561 t , ' r C. -4195-00 15561 - 6 DIRECT-FIRED, MAKEUP AIR UNITS RO--3/19/01 F� it .s' •^r r v rt)Sg`� `ti: �+lIs�;a'7''t'� ,.f"'1f3�, -,�r>�r'aRw�wwwCwc��i t,r .p'''•"'4”+'�i:, s;,'f'nt"rS�';. ; yX. •�'4 t� 2 �s ?� r t�.�°. "� t 9 !,ro a.'Ye.} r +J 'cal r, 34 t:riF�4-.:�};ik,)t:l7k e 'S:}t•ti.' �r 1�.', '1 r,. �,rr Y,,''i��3�� 5��.:rXi?f , tip F'.1}S'�}t.:�je � �'r''t•u pt t�'}�� tt tit r t51.,tai}^.��t' t�i S yt<' iL�``v(P r5 t (T,�al{' .5�:, ti;W t-�.. ty; } � � '�.'• F .�7�t rb .•sh' f it �', F ,t �a,tf ac"{'�.Ft x r.F'u k.Y :� 1� 'fa,}: •'r�ry ,i � 1` n 1. 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Division 15 Section Hydronic Piping for piping connections to water-cooled �y k ° units. tk s � 2. Division 15 Section Refrigerant Piping" for valves and accessories for piping �&�::-t• ;��",k' connections to units. 1.3 SUBMITTALS ' t„r, r• r� 4��tt.�� 4;:• y A. Product Data: Include rated capacities; shipping, installed, and operating weights; dimensions; required clearances; methods for assembling components; f miished specialties; accessories; and installation and startup instructions for each model indicated. �� # s; t• B. Wiring Diagrams: Detail wiring for power, signal and control systems an g g 9 d t°tf?P'� !Y F differentiate between manufacturer-installed and field-installed wiring. { -x' {Olt',- ' r�l C. Field Test Reports: Indicate and interpret test results for compliance with a''�� performance requirements. ° MA D. Maintenance Data: For each condensing unit to include in the maintenance manuals 4 ,9 specified in Division 1. r ikj NN 1. Include a arts list for each condensing unit, control and accessory; ,,•, P b � rya �} .� • af�%�.� troubleshooting maintenance guide; and servicing and preventive maintenance procedures and schedule. VIC { E. Warranties: Special warranties specified in this Section. '' C54199-00 15671 - 1 CONDENSING UNITS ' J .'= RO—3/19/01 �+ _ ?sef•�i:,:iM kM.. iR..".a.�.;X"." ii�'.t", :stiP.,'�Y j,t....,C"!,.,r,T,✓,r"h•,t•:•+iHa>,�vr,Weta. .+•,+r! 7 -i!i'i5:�`':i;f l,. •.".S1"!,.±'T�+!c.tunrat1 ,f r. r .v. 1 .t, r. Y'�•Ni:.0 f Ye, �1' k t. ,:1'Z:i:''.'. } tl +swa•,KCnw'.ms•y{'.:E"rt 7,3 `•yrz, , )y t Ys+ '�i1 ["t;' rt.:.ft ;@" •�ih,;L,1 , '� <,tl.:. u�['n#rf'�r�t r�,�7;:' 4'.,.s r?i�.w .e ,.k; S!, '`r1t' '1{ i' • b fi` �.,. SS u SY c, c .' )� t.a#,.:}..y�., n :§�F t.:;fi^lr.,_ r'. ''"W •,r.,,s ,,•.(t,:,>s:,,y, :i"•sh .lu'F'�'-. 1�,T �• �( a ^f "•F r xy,rr+x�.. .!r>'',N. .,`i' s, � 'y �S •*r�..�;;. { Tt`YV, r, 9rJf �roZ { q.4», zl}hy { y( ;? �, §.n i l+. 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Listing and Labeling: Provide electrically operated equipment s ecified in this Section that is listed and labeled. ? 'VY ;1 hs ti y :l 1. The Terms "Listed" and "Labeled": As defined in NFPA 70, Article 100. 2. Listing and Labeling Agency Qualifications: A "Nationally Recognized Testing Laboratory" as defined in OSHA Regulation 1910.7. B. Fabricate and label refrigeration system according to ASHRAE 15, "Safety Code for Mechanical Refrigeration." i C. Comply with NFPA 70. D. Comply with UL 303, "Refrigeration and Air-Conditioning Condensing and5i'rz'' •' {'`'� Compressor Units." A =" 1.5 COORDINATION A. Coordinate size and location of concrete housekeeping bases. Cast anchor-bolt inserts ��'�S into pad. Concrete, reinforcement, and formwork requirements are specified in '# f'r Division 3 Section "Cast-in-Place Concrete." 1 B. Coordinate installation of roof curbs, equipment supports, and roof penetrations. Roof `.j specialties are specified in Division 7 Section "Roof Accessories." 1.6 WAdZILANTYT�3 `µ :a;; .fig �+•:'a A. General Warranty: The special warranty specified in this Article shall not deprive the � :�` r •. .,:,r, ,,;, Owner o other rights the Owner may have under other provisions of the Contract y�''�.�,<, •�,:'�° I Y;i ��,:,, s, ,t•r' j Documents and shall be in addition to, and run concurrent with, other warranties made by the Contractor under requirements of the Contract Documents. i-, B. Special Warranty: A written warranty, executed by Contractor and signed by manufacturer, agreeing to replace components that fail in materials and workmanship '>tF within the specified warranty period, provided manufacturer's written instructions for ' installation, operation, and maintenance have been followed. i 1. Warranty Period: Manufacturers standard, but not less than 5 years from date of Substantial Completion. ` t; CS-4199-00 15671 -2 CONDENSING UNITS R0—3/19/01 r% .hi.��` �} g 1=1' .�" ( �:t:s"3;,# y, ^:.yy:,J,r ;i; ..a 7i`��'{,if".,�3,,s:P"•l=' ''l;y:' .,.�r'�� ,, !q"T' pt '"y `• ?•;5�� 'k'y�`+� "id's' � l`.ct� 2 t+�tl z S _L; dl ,t:,.t�' r �` t�' �`r`,i,q +- 'Y�`�4, } K i. Mfr 4: ,'s''�,ltrd'*t}i. '#�<•�`�{t t f,�E7,aT}'F°,; 6,}t;'"}Yr .}axis.rttr3. tl[r.f,�tfi p �'' r ..t�.r,��•,2;� t,�%.y�l?x, y:�>"� f't.�}}'=,i'f'it�"t�.t�X:l.� � .r �'} to� v d t�v t •d�et :ct,t115'"it 5 1.<}t;?7��r't_cq ;.d�k�4d�•��'yS•, '.•�. s' �' (��`Y' � '��F�pr,S�'�,p;St�' r 4� 4/, ,�7�� .1>`+ i.tif s. �. z t { t. a '.41 fis✓.,. .sl�` tom" � '}%l. 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't i I i .� t 9 'rt $ •” s' t. :+U Y'�r' -tks`l��Y:rf �. ..�{. t YJd.Qtil, �w..::t.'a..r.�a,�4�rt'.,. ,a_..r,.,.....,.�:.,F« _..f..>..� . ,.n...a.c.,..•i.IYM. ++Yp7t!t'+f"+^r'.frx'a•r<+,rw_4•-...,i..:+,...,+.w + .+ ..' r•. r ;, r �,++ t�4 'tfj�(j$ t ' i'i�d.4,GIhYt•'ru��'' 4 fu..c%.x R.),:fiaLiialk rq � �xirt As WATER POLLUTION CONTROL FACILITY EXPANSION ' # CITY OF JEFFERSON MISSOURI {{tyIV i tt('tiPr�Y7tt� PART 2 PRODUCTS w .>., 2.1 MANUFACTURERS`{ A. Manufacturers: Subject to compliance with requirements, manufacturers offering " products that may be incorporated into the Work include, but are not limited to the following: aY� 'r 1. Condensing Units, Air Cooled, 1 to 5 Tons (3.5 to 17.6 kW): X a. Carrier Co Carrier Air Conditioning Div. ,•`„j ;,"� b. Trane Co. (The);North American Commercial Group. ,y , •. 't'r C. York International Corp. vr 1r Ra' 2. Condensing Units Air 6 o 120 4 Yry. Coaled, t Tons (21 to 422 kW): u a. Carrier Corp.; Carrier Air Conditioning Div. ;f rti b. McQuay International. � rxn + : 2 F�y xr4`hiY�t a Trane Co. (The);North American Group, .,a Commercial d. International Corp. y,. York Interaiat y 2.2 CONDENSING UNIT'S AIR COOLED 1 TO 5 TONS (3.5 TO 17.6 kW) ~ rtpi yd' .. Si yy, ' 1 » A. Description: Factory assembled and tested air cooled; consisting of compressors, x{ � 4; , condenser coils, fans,, motors, refrigerant reservoirs, and operating controls.' B. Compressor: Hermetically sealed and isolated for vibration. T' 1. Motor: Include thermal- and current-sensitive overload devices, start If' ca P acitor, relay, an d contactor. i�`f•::� rJy`'`�" ' � � �}�•. a C. Con denser: Capper-tube, aluminum-fin coil, with liquid subcooler. Condenser coil a Y fins and tubes shall be provided with special phenolic coating utilizing a four coat air : !. day phenolic application process. ,y ;, •.� ��, D. Condenser Fan: Direct-drive, aluminum propeller fan; with permanently lubricatedss4k` fan motor with thermal-overload protection. E. Accessories include the following: , . k 1. Low-voltage thermostat and subbase to control condensing unit and evaporator t tiara, fan. s 2. Precharged and insulated suction and liquid tubing. 3. Low ambient kit to permit operation down to 0 deg F (-20 deg Q. 4. Crankcase heater. ` C54199-00 15671 - 3 CONDENSING UNITS RO—3/19/01 t ..(i' �, ^•,tr,£a,a. i'S!>��.y(t,'t�''S ..ZY.i��7{ r S,';:•.�'^','}"tT...^^�"`�y!F,FgSP^e^`^'".^"•'' ,•s`.,''?' i�C rt.Y',?},1,t7. 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Y ';'*i it J r+" } ... a `.t r•,,�1:.uzC},'a�i_Gr :wa..,�v%:�'�;,r �' rS�• , f 3iZ �1��Y °.T�Y( rte+',,,�s.. .,a'",,p,d3{a+4:^<.'.,.1a'.:1,+. ,r 1 .1 ,:s. 1. � , ,,t:t`�.x,,�.:. .v � �{r Q., �, >ti,y,.,.•t ,i,,:»rv"#i�d '}7alt�"�,yr f t .{r: -1 j i ' {' n,` tt �,f �. 'v'ifi��<,t�l': t;•.t..,K c �r}•,.�,� 'vrk'5 Q.i:'z,d,1 t t ` ii Y ,:.� } i L'i��+.tril,•}�.'it.'•„iryZr�sr�4`s t �}'�,i� f�? F1' -y�•y`.�1' � tFri.�,ze,af°$ r t.f+. S s Ilzts .{i,. t , 1' .;! 1 i:' it r�,'.4{t.�.;jr t�SYfTlq.nrl'r}�• t? 411; r M'!k'&y��(ib.� z' WATER POLLUTION CONTROL FACILITY EXPANSION rat ``AY'u CITY OF JEFFERSON,MISSOURI ' r � +,>y 5. Automatic reset timer to prevent compressor rapid cycle. j 6. Polyethylene mounting base to provide a permanent foundation. F. Casing: Steel, finished with baked enamel; with removable panels for access to controls, weep holes for water drainage, and mounting holes in base. g Mount service valves, fittings, and gage ports on exterior of casing. , ?;J 2,3 CONDENSING UNITS, AIR COOLED, 6 TO 120 TONS (21 TO 422 k {: f A. Description: Factory assembled and tested, air cooled; consisting of casing, compressors, condenser coils, condenser fans and motors, and unit controls. B. Compressor: Hermetic or semihermetic compressor designed for service with y crankcase sight glass, crankcase heater, and backseating service access valves on suction and discharge ports. Capacity Control: Hot-gas b ass. .,,•.WIC: ,•f`;r C. Condenser: Seamless copper-tube, aluminum-fin coil, with separate and independent ref eration circuit for each com resson Include liquid accumulator and subcoolin g � circuit and backseating liquid-line service access valve. Factory test coils at 450 psig ,1 (3105 kPa), then dehydrate by drawing a vacuum and fill with a holding charge of Y°. � frk nitrogen. Condenser coil fins and tubes shall be provided with special phenolic i1` `YF�� tt (M1.'+ !V<,•itY{i coating utilizing a four coat air dry phenolic application process. +;,{;;;;, 4 ��I�,.yl�', ,f•,,, D. Condenser Fans: Propeller-type vertical discharge; either directly or belt driven. jrf ;, Include the following: ZV 5a�. 1. Permanently lubricated ball-bearing y� Y 1-bearin{(�+ motor.,. try' k 2 Separate motor for each fan. f° tiaa ' 3. Motors with thermal-overload cutouts. :I 4. Dynamically and statically balanced fan assemblies, 5. Low Ambient CO fan-speed Ady;t• i_4••a14 Ambie Control: Factory-installed damper assembly, control or ,t ,,.. r; , fan-cycling � " g control. {� E. Operating and safety controls include the following: { _ �g'y •.,k 1. Manual reset,high-pressure cutout switches. +.• 2. Automatic reset, low-pressure cutout switches. i 3. Low oil pressure cutout switch. N 4. Compressor-winding thermostat cutout switch. Ih,t 5. 3-leg, compressor-overload protection. 6. Control transformer. ` 7. Magnetic contactors for compressor and condenser fan motors. 8. Automatic nonrec clip Y g Pip down and a timing device to prevent excessive • �,•' r ��! compressor cycling. C5-4199-00 15671 -4 CONDENSING UNITS RO—3/19/01 �•� =;=� tom';:� � �.''�"'.<_"�'�;, ?�. ,,�°'�``?r=;, ,.,,:<;. i'�, .��'#(,{l�?,.,.{{.�.rk��' �'t�'..y��M��'�� r'. Sy }.v s�+s!}!j .e;`-�',�%,..{a a' n r 9�., s � is '., , t .I it , 'r ..r" k,�;g;;hi, .e�i�>;;•�.• 's{•'• :."t� "�" ! ;P t t. ��.} 1Y, r.( M1�� .t:'�.7'�s.r0�.., t� :ra 3 f 1. '�, 1 t; (.�" s i a r. &/�+£ �l.l,�.°•�Y�yl� . 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', A r .$� 1 ti+v �x 4E a z { yf.'27.�. :t, �� /1ti��5Y 't1k �� t...1�,;< xt.•`'f4, 'a';7” ' .•t f �. 15 `h �{�'3' °�� >. +JS 4°4f r r � :f•rl ,I :'1 st.v a , � , it �. '� ', �,,� � { `'?.?•Z{fir}s, ��7 j�,�", " - a .r 'i.�' ::f a&� b t a.. It •"; -ttr^' :�3+ •��QQ� i�2t%;af'sgxr:ky i".,,..w .S y,h 1 .t. :�: .\l.:.n �„�J�-f ,Y ((, 7•' �',�� kt`rJ lam`;A'y, ;. ".�,� ;� t�'.3't w. '�'; 'T.� '” .. �t•' t 4 'c}t�,. e :e,.,r.i"•;,"rsc g..+;r r 5 t�'f .. .. ': .z•I.,, +' M `E''I�r.��}U tl'-t.>,ri,{G ! 1 +. + sr`- ,:) :t' S .t.t. ,5 et+,�..r u'•.h t4✓Jt},' aY7t Ell" .. '`� lu,,, .if U + f r'' .if •:r.. r. �;t '� ,�.:.�<rl:5,ti",si':: 1.t/'rk•?�[ ,r.•.t:r') t $ -n �,4'}1.111: S11XT, l.t t(.s It'.. ,r,• 'af,•tc�,,,r?•>. �rrs l�z;�. a :+,i ' Y, I. t ! ;c' ; r i� ,s,s� 'r{o.a:r��;( g xr ;�• .•' k f Tjr• rnl; t. ,. t 1'n ,.t s' + r t ,r 't, t•�r,,,ya'r 4ttt}j; ): ��., '. ,,�tj�`ti rei•;t+i f' =it kt i�t`rr'•i ,1 i;fj:,4\ f,t f �_. . . ,' t' rr1:;"'" ,y,i�'t''"i<.£•fi'�: �4 .'f�`.d n«..wv:.'ti Ar�'F'. 7 i� .ii. ...,i.,,,.,:......:..�t+•renri+to,-r+,nrn.±rrnw,,i,.,.�r,..e, i ' s.5tt r+°1� �}WS..`,.ih�` �;�k+l�y5hxr��'f��iy'�Y h'r �tj't :.:. ,.. *.,....... ......... .... ...a.....,....,,as...t..i,:.i,+.:wvlinmiitrc,i•5,av,�w:.3.+..r��evn•',Ymg=� {'f�`45i �� WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI xta` t: '• ' ' F. Unit Casings: Designed for outdoor installation with weather protection for d components and controls and with removable panels for required access to _;•:� compressors, controls, condenser fans, motors, and drives. Additional features include ��;'��'�..,'.��:• r + the following: }ri. .� '' .t -t 1. Steel, galvanized or zinc coated, for exposed casing surfaces, treated and finished n ,X with manufacturer's standard paint coating.iL 2. Lift ing Lugs to facilitate rigging of units. 3. Gasketed control panel door. 4'? 4. Unfused disconnect switch factory mounted and wired, for single external R 177 electrical power connection. 2.4 MOTORS ; A. Refer to Division 15 Section "Motors" for general requirements for factory-installed �'��G�r,�`�rt>>;:,�.4�'•'+ motors, B. Motor Construction: NEMA MG 1, general purpose :` r'''`�" , continuous du Design B. g continu Desi ti•a�� ,a.�',-:.� 2.S SOURCE QUALITY CONTROL =' { ' ct`A A. Verification of Performance: 1. Rate condensing units smaller than 135,000 B © 2. tuh according to ARI 210/240. condensing units larger 135 Rate en than 000 Btu 340/360. �r��`�� °��`;'•� -� g h according to ARI •;± ''� 3. Coefficient of Performance: ! Equal to or greater than prescribed by ��'` �'�#��._' '•I ASI-IRAE go.1, "Energy Efficient Design of New Buildings except Low-Rise Residential ay` t�? ' ' tial den k•:��,.°'t:bR �,tt r 11 •�k' �� B. Test and inspect shell and tube condensers according to ASME Boiler and Pressure Vessel Code: Section VIII "P Vessels," i "Pressure sels, Division 1. i% C. Testing Requirements: Factory test sound-power-level ratings according to ARI 270. ' PART EXECUTION vti 3.1 INSTALLATIONhs A. Install condensing units according to manufacturer's written instructions. B. Install units level Vivo,}. � el and plumb, firmly anchored in locations indicated; maintain '' manufacturer's recommended clearances, ' C. Install ground-mounted units on 4-inch- (100-mm-) thick, reinforced concrete base, 4 � inches 100 mm larger than condensing unit on each side. 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WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI x and formwork requirements are specified in Division 3. Coordinate installation of anchoring devices. S �yti M1� h tlE.. 3.2 CONNECTIONS :t A. Connect precharged refrigerant tubing to unit's quick-connect fittings. Install tubing so it does not interfere with access to unit. Install furnished accessories. ' ; B. Connect refrigerant piping to air-cooled condensing units; maintain required access to a 'i unit. Install fwrnished field-mounted accessories. ' C. Ground equipment. i �t 1. Tighten electrical connectors and terminals according to m an acturer's published s w ' torque-tightening values. Where manufacturers torque values are not indicated, use those specified in UL 486A and UL 486B. ,.,} ' 3.3 FIELD QUALITY CONTROL �� ,Y A. Leak Test: After installation, charge systems with refrigerant and oil and test for 1 ' leaks. Repair leaks and replace lost refrigerant and oil. B. Operational Test: After electrical circuitry has been energized start units to confirm ( `�x *� Y 4541 F"t{,Y�Yr ,`1j proper operation,product capability, and compliance with requirements. 1. Test and adjust controls and safeties. Replace damaged and malfunctioning J: controls and equipment. C. Remove and replace malfunctioning units with new units and retest. , 3.4 CLEANING A. After completing system installation, including outlet fittings and devices, inspect ? exposed finish. Clean units to remove dirt and construction debris and repair damagedfi;# finishes. 3.5 COMMISSIONING t : ' Verify that units are installed and connected according to the Contract Documents. fy B. Complete installation and startup checks according to manufacturer's written instructions and do the following: r. �I 1. Inspect for physical damage to unit casing. �• u y: 2. Verify that access doors move freely and are weathertight. " .0 "I tt 3. Clean units and inspect for construction debris. 4. 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Lubricate bearings on fans. d r` D. Verify that fan wheel is rotating in the correct direction and is not vibrating or binding. r r t<,} E. Ad j ust fan belts to proper alignment and tension. ,u F. Start unit according to manufacturer's written instructions. 1. Complete manufacturers starting checklist. 77 G. Measure and record airflow over coils. � y i Q:•::'.1t �:iSJ .4�y7 LDS'f �,k,;.?'j4;. H. Check operation of condenser capacity control device. I. Verify that vibration isolation and flexible connections properly dampen vibration N,.AI transmission to structure. J. After startup and performance test, lubricate bearings and adjust belt tension. '` ° 3.6 DEMONSTRATION N A. Startup Services: Engage a factory-authorized service representative to train Owner's ` ','"4`� maintenance personnel as specified below: 4 Vii i .'.. 1. Train Owner's maintenance personnel on procedures and schedules related to �T,A�?;�°� °,•a�,,;`,, startup and shutdown, troubleshooting, servicing, and preventive maintenance. y�,7z tX4F^4a',r.a:,t:a,rAi"'Yj4 s;,:,., `��•'�'� 2. Review data in the maintenance manuals. Refer to Division 1 Section "Contract Closeout. 3. Review data in the maintenance manuals. Refer to Division 1 Section "Operation e Data. r and Maintenance �f �jt~<=•��' yGf 4« Schedule training with Owner, through Engineer, with at least 7 days advance �,.. ",fi� '''�n`2;uF;s;' notice. } : ,t. f � t r t•e�.�' r' �..i END OF SECTION 15671 t1 ire ;FFr� 1"' ii}�tr• r F. 'r 1 y�'Uy[jli� )�� S le C54199-00 15671 - 7 CONDENSING UNITS RO-3/19/01 �+ '2 '/,'Y '��1jrt`• tr'','.r xr•,,t{', ,t.,�;fr-o:4:, % .T.� ."T".r^'"�''41K'>M ,10hiNlttan+kksr+r+. ;.r.,, ..;k. r 'K'i:'^^ ..h rF:'7i,. vz •. :`Y 4 t. .t. ''Y' pp .'4. 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Drawings and general provisions of the Contract, including General and r:` ai'�•�'” Supplementary Y Conditions and Division I Specification Sections, apply to this '�'�': • +, Section. 1.2 SUMMARY A. This Section includes the following: �+ 1. Hot-water coils 2. Refrigerant coils. ,stt;. tut ''.a:} q;•�.=, :� B. Related Sections include the following: y 1. Division 15 Section Control Systems Equipment" for coil temperature-control valve requirements. gexiixf+' ;; i >i 1LAt'"•' 1.3 SUBMITTALS PI i rr C {�1,t YV� A. Product Data: Include rated capacities of selected models; pressure drop; shipping � ,��b$a ,•.i installed, and operating weights; installation instructions; and startu p ins tructions for each type of product indicated. , B. Shop Drawings: Detail equipment assemblies and indicate dimensions, weights, loads, required clearances, method of field assembly, components, and location and `' ::�1U q Y� P size of each field connection. 1. Wiring Diagrams: Detail wiring for power, signal, and control systems and W�� 5�i.< differentiate between manufacturer-installed and field-installed wiring. Y .�•( t �fa` L. Coordination Drawings: Reflected ceiling plans drawn to scale and coordinating coil location and ceiling-mounted access panels. D. Maintenance Data: For air coils to include in maintenance manuals specified in Division 1. Y ' 1.4 QUALITY ASSURANCE � k sT?�y6, s .t<< 5 A. 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'S3r'{ t; rr tt} �y V �5,:��.;}}�'I�A, Y. +', v kY 3v1° Y•L � �'r�T 11 tf � tiL t !, + i' t y Stz,� tt •I P.1.f}{u''Wi.�Y i q ,,k�i'=' � �`A.,. t. +t; .+;•�rif✓E: . ,�°.'.'•``✓ 's 'ftC f)l.�m tY.,Y ,F :'s ' t tt 7t, 'rt.r:r'+ [ ``�.r � ; :i., "'�'Da {r,,:`.3'.•cti,r t 5.,. „�.. ! f. Jf i; .�.1 t t ,t; t,A Z; ' ?4 r `,k "r ttir.? �� Jr`5: �'r'+i°}tf.,r'.LS;t:�y.e;ts,t4:.,-u:,,•3},,t y r ,S ,,. ,:, .� �. i t +„ �� t, 'i�'�! � }�+?�;�'• �jx'> p:r�� +,TA "�",•1,,. ,:fs. :�y" sj. 5' .,kfs vrx^' �tl..( .,v.' � ir,: .e1.ys�+hf�G�.f .+;,t S r.f, � ��;'.ArS.��iri`i,r i�l.q�.t�lYx Y'.�� 1 y�; f` W j�' r o) k'1'=k .1 ,}Y. '{� j , ) r L } t5F T" / `{ S. l� .1•!�n,. "1• . �•i4be, 1q^. +.jM i<�kr�1. yj i;;v ati t. .i "1 .1:'; .ci + } '.:ir,. 't t 5 t }.i)rfr i•',t) a::f '"t ...g,�.r6tr(S %l,+a `r'i sai i"t`'V-: "ift•,Y v' .ry+: ji �r11n{' '1 .,ti � RAf M�l il+k{4't� b1..5: i+'!, ' .:5�.:b+`fbliwrir�,a..,.X«wAL:w:itk;,,... i.,�.; +-....^_,....i„owrvwMv:m.WceTrvseaar r_+r)?:it,Mir+«Dw.;,+«...•,.i`:...,,...:1. t•. .ai�.;.Y.,.:r ti.Anl�v .�elaa�u.+{ Muki, lAAiAdi91613SEkY — �J ; } � * WATER POLLUTION CONTROL,FACILITY EXPANSION �� G CITY OF JEFFERSON,MISSOURI tj B. Comply with ARI 410, Standard for Forced-Circulation Air-Cooling and Air-Heating 1- Coils," for components, construction,and rating. r� 1. Certify coils to ARI 410, "Standard for Forced-Circulation Aix-Coaling and Aix- Beating Coils." ' i•P + P� d; PART 2 -PRODUCTS T; '+ 2.1 MANUFACTURERS f' A. Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to the following: `. '; %tA Y�. arr �', 44t1frL.. '? 1. Water Coils: �r�a{ a. Aerofin Corporation. � b. Carrier Corporation. "`�. •.,�. C. Coil Company Inc. � �{ r< d. Dunham-Bush,Inc. ` '�r�" �j}'M �i e. Heatcraft Inc.; Heat Transfer Division. ®R!"'111111,Super Radiator Coils. g. Trane Co. (The). > h. USA Coil and Air. LV 2. Refri Brant Coils: a. Aerofin Corporation. �,.'c �:n' a ' t`•n ' b. Carrier Corporation. 4a C. Coil Company Inc. . ¢p' y, d. Dunham-Bush, Inc. ; ' e. Heatcraft Inc.; Heat Transfer Division. �4 £ Lennox Industries Inc. '.Y• g. Super Radiator Coils. h. Trane Co. (The). t i. USA Coil and Air. . 2.2 HOT-WATER COILS Y 6 t h A. Description: Continuous circuit coil fabricated to ARI 410. ` . { B. Piping Connections: Threaded,on same end. ; N^ y C. Tubes: Copper, complying with ASTM B 75 (ASTM B 75M). kgg7q7y�; � kY� h } D. 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Af .i.,':t',i f. r . .�}. x{N ri.,..it '7l 'f rY„fit�Ki�x�P xts, ,p,_.,. ¢' .r wJ.,>��.,.3«', FM a.,".ti v.''. r. ..•..:5,,... ..�._.,�,..,>..,u, ,r.ws•..+raa}btkt4ai•�lik•Itfr«r,+•aiat.,,::... r._,.mil,...........�,,.,.:✓.i«::.,.�.ESL:ii:tF.rtl:/.iw,4• :+.c':.rtkx�•• r•1�,'r�,'S..t'C,'0 ', i�'il�:i ilk WATER POLLUTION CONTROL FACILITY EXPANSION ' CITY OF JEFFERSON,MISSOURI ,�'�rY� ; - E. Fin and Tube Joint: Mechanical band. t , ilt ,�1 t F. Headers: Cast iron with drain and air vent tappings. 7 1'M1 fir�t#.Fi ,• ;�; G. Frames: Stainless steel, 0.0625 inch(1.6 mm). ,r' � H. Ratings: Design tested and rated according to ASHRAE 33 and ARI 410. 1. Working Pressure Ratings: 200 psig (1380 kPa), 325 deg F (163 deg C). 1`il SRL I. Source Quality Control: 'Pest to 300 psig (2070 kPa), and to 200 psig (1380 kPa) , II,a underwater. 2.3 REFRIGERANT COILS r^ A. Description: Coil designed for use with R-22 refrigerant, fabricated to ARI 410, ��,.�>-lF,�r��= •::�<- connected with soldered fittings. Wl, $. Capacity Reduction: Circuit for face control. f C. Tubes: Copper, complying with ASTM B 75 (ASTM B 75M). k ;rt . s' a `': D. Fin and Tube Joint: Mechanical bond. E. Suction and Distributor: Seamless copper tube with brazed joints. t I io ^k F. Frames: Stainless steel 0.0625 inch (1.6 mm). G. Ratings: Design tested and rated according to ASHRAE 33 and ARI 410, ? ,; 4 � ,,�;� ;:s s 1. Working Pressure Rating: 300 prig (2070 kPa). '' ` H. Source Quality Control: Test to 450 psig (3110 kPa), and to 300 psig (2070 kPa) isx~< ,, " •; underwater. Y> {.h _', PART 3 - EXECUTIONxs' 3.1 EXAMINATION ` `?' r'sv A. Examine ducts, plenums, and units to receive air coils for compliance with requirements for installation tolerances and other conditions affecting coil A!� performance. x T 'K 9"'m B. 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L-„ '.i'.wre�lr,SY,eLr�.ri1N.. ,'SYi`�t�Fa3I �Y,S ..'.r;s ,,.. .:, ..�:...-..'.v.rn.,rr.q.;.p„� ey.,a,-•r>•rmew.:.. .,,......_. ._... ..._....,,«...>.,rr.•.,^•,vtnteak•H1» t7kr.w!ttrr.7.i.'Y�f!V?:.,1 1,151,<s'J�`.�li e�t�..ri. va WATER POLLUTION CONTROL FACILITY EXPANSION ' CITY OF JEFFERSON,MISSOURI ' C. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION ` A. Install coils level and plumb. B. Install coils in metal ducts and casings constructed according to SMACNA's "HVAC f ' Duct Construction Standards, Metal and Flexible." a .,i C. Install stainless-steel drain pan under each chilled-water coil. 1. Construct drain pans to comply with ASHRAE 62. 2. Construct drain pails to extend beyond coil length and width and to connect to l condensate trap and drainage. 3. Extend drain pan 5 inches 125 mm upstream from coil face. ; :.r, c��t. 4. Extend drain pan 10 inches (250 mm) downstream from coil face. 5. Extend drain pan under coil headers and exposed supply piping. r yrXpC�tA . D. Install moisture eliminators for refrigerant coils. ; 3,3 CONNECTIONS ' A. Piping installation requirements are specified in other Division 15 Sections. Drawings _' p ` indicate general arrangement of piping, fittings, and specialties. B. Install piping adjacent to coils to allow service and maintenance. ,, '. ` `:,.'! C. Unless otherwise indicated, connect piping with unions and shutoff valves to allow ; { c , coils to be disconnected without draining piping. Refer to piping system Sections for specific valve and specialty arrangements. �`� `$ ' °` Tr D. Ground equipment. t.;: 11.3sry,a1. �.{ 1. Tighten electrical connectors and terminals according to manufacturer's published torque-tightening values. If manufacturer's torque values are not indicated, use those specified in UL 486A and UL 486B. 3.4 ADJUSTING n r, `- A. Adjust initial temperature and humidity set points. B. Set field-adjustable switches and circuit-breaker trip ranges as indicated. „ ;4ti Aa .. =.r C. Straighten bent fins on each air coil. abtt r r C54199-00 15761 -4 AIR COILS 4M R0—3/19/01 1 tfC,r';'""'t° ..p^+wn!*+'f'Mnsttllti+!fd7Rt (�7L49C8Wi#'t "w'�""K"'6". ,� �Siitit�t7,jf�yl/�t;sfb*uata;,,h)4�i .i '�•v"�S>,"? "p *j„k: iitl! SJ, �.�! F' .!1�fNT7'�h�”j34{i 51'j*t4•Prt +veil+ :, a;.r.r...-.its .n. �^r .+ s;',}`:'.Gf vial;+k�f�-i�;ris:t�^F�%",(r J�,}� t, },^,i�x � ;vk�1?'kp�f''�J1E . ,'nGttL!Y r��3*5..,r.c P`Y�t ��`�'t,;714;;4.,F�c,�r.lyr�J`-r`.�jh'd� �7�}li r.;r + t s i r y . F.S. Y r.. 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Include rated capacities, furnished �-,�.�;• ';; r�{:° I P specialties, and accessories. Shop Drawings: power, B. wings: Diagram , signal, and control wiring. :i C. Samples for Initial Selection: For units with factory-applied color finishes. D. F ield quality-control test re orts. - E. Operation and Maintenance Data: For electric radiators to include in maintenance s. tF( X4 manual x,�x:�+.r>*;,,� . F. Warranties: Special warranties specified in this Section. ��;•�;.t�}1.4 Q UALITY ASSURANCE •�'�`. LPG A. Electrical Components, Devices and Accessories: Listed and labeled as defined in . <1 NFPA 70, Article 100, by a testing agency acceptable to authorities havin g �'�=��'',{ ✓�;;. •`, �., jurisdiction, and marked for intended use. 4 1.5 WARRANTY �Yktrh�k trs f A. 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M�•,;,.�},'��1Z1.'sti.a �f�d.*rr,!'Y t h'.,.,rt.s., y 1C ':9ixrY..^��I.v1, :�". s.>;jt•r ? ti ;r. �"{ t .a: v ! .i ..f'tst'?t•'.y1S:frig;�{{?}•}��t Prtgy g�,��,3t +1.�. g'.fjtt,�.,fi ,s- X�a�.1�F'S�r"ys. .+�r;, t :7 �, ^ S'." R� o t s :.� 7,�.<,d.s.;7.j,,?7r".44�e..^•s;L•r+%t•tr,N;,.,��,,:'�.jk.,.,,. " Y?`;j ;.�,`� _:A V .'I .. � '.:`S 4' r}+y„tj..ryej vx u.•4 jj�7 .r��C t �I,4 Q�"'ki„ `�.,'t 3 f,tY t i rS ,„..�..:-. J, e3 xw."s..-.;,u.....a � ,wsu«..a.,+�t...+-.rtma".sn«,rrr'r x,rwx✓u¢vav6V+`�F•bYrN,l�tiv(rA'[:A �'��`� '"Yf h y A .t. 1.:��:�, ,•.l-.,4ft(..,,,.ai.s..�,..,,..+Y...sa..,..... ...a.R .. ...,.... ..r.>,.,14v14rnA!•N'.r. .^, ,.... .- _.. .3L"t'. l��,,yy��a�:�ui'�'tS t7r f�rf NrY�1P �'� WATER POLLUTION CONTROL FACILITY EXPANSION r.{t r3�jj,r��ryts} . CITY OF JEFFERSON,MISSOURI t!,Eyyeity y�ty�! 1. Warranty eriod (Baseboard Heating Element): 10 ears from date of Substantial tY � g ) Y Completion. PART 2 PRODUC'T'S ��•� :arr`q$; �t ie.�: :r.Y. 7I t t; 2.1 MANUFACTURERS A. In other Part 2 articles where subparagraph titles below introduce lists, the following requirements apply .for product selection: 1. Manufacturers: Subject to compliance with requirements, manufacturers offering .' products that may be incorporated into the Work include, but are not limited to, . those listed. R i 2.2 BASEBOARD RADIATORS ' :,7 MFR! +fit �f�a' �1xt�•'.,,.!�, t�4��Cfd 411�� Jiacl;t:,v. A. Manufacturers: �;;,�;sY f; 1. Chromalox• Division of Emerson Electric Company. rsr"N� Y• O � 'li rA,7> 2. Marley Electric Heating; a United Dominion Company. ?-sGk, � fti 3. Qmark ' r nit xiV� B. Heating Elements: Nickel-chromium heating wire element enclosed in metallic sheath <x' �� ,: i .�n'73iI N.x,''trig mechanically expanded into fins, with high-temperature cutout. Element supports .�1r' eliminate thermal expansion noise. f'4k i, C. Enclosures: One piece minimum 0.030-inch- (0.75-mm-) thick steel with full-height ;; y.rfta'3 � ,. back, full-length damper, end panel, end caps, corners, and joiner pieces to snap .', �yA: Y.. together. Front panel shall be easily removable. , a }��<<„r �+ �, � 1. Finish: Factory-applied baked enamel in color selected by Engineer from manu- t' ; facturer's standard colors. k*° 2. Element Brackets: Galvanized steel to support front panel and element glide. SRI tt4 , D. Unit Controls: Integral line-voltage bimetal thermostat. PART 3 -EXECUTION ' (fk .3.1 EXAMINATION 1y; A. Examine roughing-in for electric radiators to verify actual locations of electrical connections before equipment installation. i 1 C5-4199-00 15762-2 ELECTRIC RADIATORS j RO-3/19/01 r { ,I!vc:M�t4!9'ro^p. _^w'^^ .vr`r7 r"^�:+J+3 ,."''�'T.. ewuMHpI?iiM9 't1'1!�F!"!"r!!'S°S"^"""?n'±',:,'•- *'t�,��' ,'''..,"j_: ;••..+.,,-,.en.e;.Yt�4'''1?' 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A �, 4?s.}}.4 .y J�i. ,«•ty{.fi",.t,,t,�V=nc�S r� y�• 1�^.1" ,� rJ`".T: ��,'d'{ 3rlt tLr',,��?7,1�5tfi,., i .w. «}tt �"I t i 3� s.r ...t r ..S±:c ts. ,t�.�•{ ,>,�' i•'Y',a��° t. �' f,.x�,r, s , 51:.,.,y��+.•� '�" � 'd>=ir'•1?t' lidfi`�Yl/dttl+.ti�tl...1�d}:+,n•nk..twk:.art.'d:J�:Stw•rJa.af.wiwwiw,+,3!h4tuM{�.�J^rC�:•�l::lihyftS+rawtmerrawn...twr.»...... _...,..wst.,rnl»n4wltrk+^.+yPSeWF�:.1{eirJ}n.R�i\�MMlarlriwrw.,:.�.s..•._.rs.,.�.,isa:.'Vw:L'`.4,6RYM�.w.4YJll�nu.1'sL.1:�",S�L��>Y y. • �a i t4 '�n�4•.del .,4i\ rt01 F a g7�it i�. f WATER POLLUTION CONTROL FACILI'T'Y EXPANSION ` CITY OF JEFFERSON,MISSOURIr =" t .fiw:'JU:ra�. B. Examine walls for suitable conditions where electric radiators will be installed.�, ''' .,� •111 -�alS}4,Z f ! C. Proceed with installation only after unsatisfactory conditions have been corrected. sr{rs>�r5, _. fG' 3.2 INSTALLATION :',,, ; A. Install electric baseboard radiators level and plumb and according to the following, ", Yu ,�„i4 unless otherwise indicated: L1 P IM, L Install manufacturer's access fitting in cabinets for access to electrical connec- tions, controls, and other fittings. ' 2. Tenninate enclosures with manufacturer's end caps. 3.3 CONNECTIONS A. Ground equipment according to Division 16 Section "Grounding and Bonding.” ,y*� ' Wept, `k!%'l, B. Connect wiring according to Division 16 Section Conductors and Cables. ' _ '; C. Tighten electrical connectors and terminals according to manufacturer's published `` torque-tightening values. If manufacturer's torque values are not indicated use those q ,,, L .: 'ir;'t� t4 tl , specified in UL 486A and UL 4868. Q. 3.4 FIELD QUALITY CONTROL A. Testing: Perform the following field quality-control testing and prepare test reports: 1. Operate electric heating elements through each stage to verify proper operation y �t �..c.; and electrical connections. 2. Test and adjust controls and safeties. Replace damaged and malfunctionin con- " trols and equipment. 1 , END OF SECTION 15762 t Y�• p�ttinf�1 ri a v. r�•,i� ' ,i�6�F'' C54199-00 15762- 3 ELECTRIC RADIATORS R0—3/19/01 -; y� �I!i4. cj Y tt. ;tc-i � , !. >„ ^RR?;, 'y *rtY>.'!vwl,w�t�4`t`.'.'":"",ry'^- '•i`S. ^ �S t ir'_a-.• 7: ,a., :r,f1' ti:�t}',.}.n .3}. v',. y�il1;,.l, :. •t(y', .st tcl""S' '"j1;�4�5„trvht Jt.>l�uat'y>t.t; r 5'�. \S n:{.ii' },t k'G 3•,rr.' f%? '�^v�'i' 'li(�,X�."P,.`: thtdfl•` li, In 't y �r?:tii� �°'�` J,k.vlt�� f F s. 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'>1 f,�� 4 i,,.. a!•.+ i 1 " { s p yt.�f t'� 4I.? ;1"110 �n�� :y.r ar 6,,�':� ( J7;. i Sat'DS.,t 'i`i.,'i.> >tAf"trir.'� �sd•{` tit } y Al �, ..•W.......,..,.,._.....a......w.wm'r+!mr+T+'nrnr?J.a.WrMJkf!•Y*M•k 3fd,(rr�.:wY,�w...................w.,w.wniiAR1,v«w,�r«wwwrarYA .reSw? ��+ ' t 'er ••"],) +Y1 o��jra� ukatig iN;,�'J, WATER POLLUTION CONTROL FACILITY EXPANSION CITY MISSOURI r OF JEFFERSON, "ttftd)�rr-1 S , SECTION 15766 CABINET UNIT HEATERS 411NS� e ' PART 1 GENERAL ';: RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary °ht"., Conditions and Division 1 Specification Sections, apply to this Section. K+ x 1.2 SUMMARY JI A. This Section includes cabinet unit heaters. 1.3 SUBMITTALS Y, '�rtYyt?��yg3�tr 3' A. Product Data: Include specialties and accessories for each unit type and configuration, �s;3•yE�i;ii;�`�7i?rus B. Shop Drawings: Submit the following for each unit type and configuration: 44 I. Plans, elevations, sections and details. �;t tr°y(• fa`r`e 2. Details of anchorages and attachments to structure and to supported a ui .�, ,.Rvr,�, ' i � �- ` 3r and co } €�:�,�,f�a;"J, Power, signal, control wiring diagr Differentiate between manufacturer- ,,'� diagrams. Di t and fie stalled ' K ' installed field-installed wiring. { Equipment schedules to include rated capacities; shi P hipping, installed, and operating weights; furnished specialties; and accessories. ' "" �� C. Samples fo r Ini tial Selection: color charts showing the full range of colors available for units with factory-applied color finishes. `kc.1..n•' " D. Field Test Reports: Written reports of tests specified in Part 3 of this Section. itit;y, ' r rJr";�r r�1C Maintenance Er Data: For cabinet unit heaters to include in maintenance m a�R °J specified Division elude the following: ` p in D 1. In lowing: anuals r. ;icrp Maintenance schedules and repair parts lists for motors, coils, integral controls � fetit" and filters. ..4 QUALITY ASSURANCE A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in I,f NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, r,, + > T i•; a Ys?r;,'rRF and marked for intended use. M1, F, C54199-00 15766-1 CABINET UNIT HEATERS (J"' R0-3/19/01 r'._41 t, '1[` t 'f�,�?lt�i{t fli'ti{r� '�'{',},f,-j:jt�;•r;?iji,i.%,',?i�•,��;f�„^:rt,i i"•�p'�F ta..< ,"t1;'y r"r`�n�A.�mnt+cr.na�r+.'w, .i .°, < ti ,t. 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'.{ by 7` .4` q� #' y,":. ?,. � ��-.�� '�• f t'i.+�`l::{"t�}./�:,�. ! ......��r 1 ,•,I �.. r r g 1 ( D"S h :?�� -y;.,) l %:�i. _ �{, `�r tl t�fs�n •ir, r..i r:;.p '�c � .�y 1 .:r.. t r .:Ir ?t. {s. � tl} ,t'�{.•.a{'�gPjt G,r �•t��•c:.. t .:�l.Nf�{:� :t`.i•''�?�rE`rCo-6i�:�"',i(ttan+y i, }iV, 1 t -1 r '•;> t 3? t,! i; � tr?5515�,7 �,{ d, ,aL S� ; �`}� ,„vrr it?;f.�,,7 -:rS�..4: .,�`';,f 14,,� 11 t , ;I, t ,:{...�.�'i`i9S �7 F� ',!, L',•. ri ,f,{; pt, �iS�jt”l}�ygYt tf��"•F,i`3�{.r?y`''�G32{.t:+., i .1. ,} l,ti t" =,'S(ro��•!tl.� ��"� t�t��• :�:,� .o�.t ' � i�' 4�,fy"9:+q'C+ytF} hr'sASh li.�t�.! �.a• .t + .t�. r{,14 ,�. t4by 1, i) i s {;: tr •', ,t { ':.i ,s j •1 >r >r �y, i�r .y�4 �yj��,+ ��?�. }�. 4�.': �.A�EryYfxr..lJit5t7.n7,�•Y<c.-.`4fS'. ..,.�. i:�rwi..a,:4irvri.,+u..t<wwn:•i.._.. _...t..... _.._,....i. vw..w.x>,n�)k. v�rn.+Yhr-rN•:.e..a..,.c.,.. ...».... , .. .._«1.w.iwt«w..,r.,.,,2..«.;vc:MiiwthaM1ati}niDK "`��"` "q"✓,��l WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON MISSOURI � YS 1.5 COORDINATION A. Coordinate layout and installation of cabinet unit heaters and suspension system { 'Pry°;,:_.� components with other construction that penetrates ceilings or is supported b them, r+ ` p g pp Y including light fixtures, HVAC equipment, fire-suppression-system components, and � partition assemblies. ' it jh 1.6 EXTRA MATERIALS A. Furnish extra materials descrbed below that match products installed and that are packaged with protective covering for storage and identified with labels describing contents. *a 1. Cabinet Unit Heater Filters: Furnish one spare filter for each filter installed. PART 2 -PRODUCTS MANUFACTURERS FPW r,:{{ A. Manufacturers: Subject to compliance with requirements, manufacturers offering products that incorporated Work p t may be i rp d into the include, but are not limited to the ;� a.�,.�:•- c��;;��4�-��' ,;, following• rvF;tr��`��4^, ; 1. Airtherm Manufacturing Company. 2. Carrier Corp. �, , 3. McQuay International. Y 4. Trane Company(The);North American Commercial Group. 2.2 CABINET ATERS � tf:L"'sr'. UNIT HE A. Description: An assembly including filter, chassis, coil, fan, and motor in blow-through f4, s> configuration with.heating coil. "r �;�� „t�,��,�.;,,t• B. Cabinet: For one or more of the following configurations: 1. Recessed, ceiling-mounting bottom grilles for air inlet and outlet. g g ,� }t 2. Concealed, ceiling-mounting with openings for inlet and outlet. 1 2.3 MATERIALS t ' A. Chassis: Galvanized steel, with flanged edges. ,.� B. Coil Section Insulation: 1-inch (25-mm) duct liner complying with ASTM C 1071 and attached with adhesive complying with ASTM C 916. C54199-00 15766-2 CABINET UNIT HEATERS RO-'3/19/01 }. i{`{" .`a"'-r!?t °",y"+,' ':"f. .rrn;•tk .a;✓�7.^>^;?r•,-�,�e„-v.-w.w_aanrw. � ry •zx; T;,... , li'}J�•7M.4�"ii'th v'i� ',i'�g5'4Giic�W � •��'�a 't r�s �f .x 9�M� �. �. y � , Ir }C Cl.t ,•!� ��yT ��}�i- Y 1 4� ..2' ,'drr Y»��.�x.=4��,�•�1"is rie�X�`}S�2R!"�4 1�� % t� ey.f �f:Ft L.i et.��.5t gi ffr,{ i il. ., r.�s t r� a�i?,j��, � �J,�j 3 �rt1� i•. .{`. y T4'r. '?t h 'fyh�,4,s 1 y..C 1 .FR, .d i//t'4 Jl� 1 1 r" c'fy .iff T�'n'Lttr{�TS�Rr`8 i1'". .aK a� r. F,i rS' '�•'�i,�fvey ti44u��I/ rii� { t?t afry ! 5 >2!��&`'9wT�t� s Y' +,��`�L�t} �' ,t�• •t �,�y';,`�,i1f�4��c its� ��jfyi��.t�r , s{>' t �Ayh:...! � ;'L{. )r i rt 14.j a t+ r.�l.F, , �y •:L *7Aa`��p it it vr•,r�altti"�!ry��y�{tYiF��is#jFrlf/i 1�` '�14�:1t{ryKl•(tftt��f'J`r'd�YtY�f��lliyi'St'.�y, 1{t� r S7i{{},�:..f7`�1�,({91f�tt{lf�Nr:'t y.}d�Y�fS{�.,Y�ty.�"mot`+ .r{� ,/.j �' •`,S. 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'. 2 r y ., 1 a ` Y't`nr*�ES49�iy}c• ft as "1^l' fix'�1�i:N1•1tar,a>i.u,�..nn.ro...:.,«,wrv:r•+bt.?nN.r+.nr;.,43r � � � + ! v'A��kl� �h W ��r�}`�1, t � � r .,,..,.._..... .: ........4.„....,....,v.vtafrxu!,�fMr es+riwvviw',an.,«....,...._r.L., ..<._,.tr....lt•:c...»+.+.:a&+:a✓:++�6•zr..:s.r��' !^.ah:,dlt$',Ji. WATER POLLUTION CON'T'ROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI `; t �.3 1�sjS•t7 r '} 1. Fire-Hazard Classification: Duct liner and adhesive shall have a maximum flame- f d4r1r r spread rating of 25 and smoke-developed rating of 50 when tested according to ASTM E 84. ,,.$�r;: '`4= C. Cabinet: Galvanized steel, with removable panels fastened with tamperproof fasteners and key-operated access door. 3`<r. ,::•.�� Ad�xt'it D. Cabinet Finish: Bonderize, phospha.tize, and flow-coat with baked-on primer with F4t2;, manufacturer's standard paint, in color selected by Engineer, applied to factory- ;f assembled and-tested cabinet unit heater before shipping, < ' 2.4 COILS {�s f A. Hot-Water Coil: Copper tube, with mechanically bonded aluminum fins spaced no closer than 0.1 inch (2.5 mm) and with manual air vent. Coils shall be rated s' e fora minimum working pressure of 300 psig (2068 kPa and water g P ) a maximum entering wat y hi temperature of 275 deg F (135 deg C), with manual air vent, i 'lJ;ra 2.5 FAN rFrs>. •;;,<tr, A. Centrifugal, with forward-curved, double-width wheels and fan scrolls made of :� tf, galvanized steel or thermoplastic material; directly connected to motor. 1 .';:•`' Ll. °Y t . 2.6 FAN MOTORS t£ s ki:,•"'"i A. Permanent-split capacitor, multispeed motor with integral thermal-overload.protection �:��>�f:��•�:° :'I and resilient mounts. Connect motor to chassis wiring with plug connection. rt :`~ r 2.7 ACCESSORIES5 ` A. Steel recessing flanges for recessing cabinet unit heaters into ceiling or wall. g g B. Filters: 1-inch- y (25-mm-)thick, glass-fiber media in fiberboard frame. iC;�;�� '�•: A :;> CONTROLS � �. A. Control Devices: Unit-mounted fan-speed switch and wall-mounting thermostat. 2.9 SOURCE QUALITY CONTROL A. 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J3JJ? {Gn7 .• s¢". r4 }, Si'aih ,f,4 �t i{ ,YyM}x .��`l�;e.' �kY r�i'r t txrlk'it•; S..Y'� .r� < IP } .. ' (` yy };5} �i{}}� {( ,li' aEY :.iiV #�.:",'i ur',t, .,t6.. 3 , y" t5'�,'1 .1J {t t `'�y /tl.:f(',�J1,3.�'Y Jq;)'f':�tilt�6 iy�•$5 *yWy,�'�eJ''� "'!�. LSF; �?'T h>'�r�y�'!'i(a-�1i•E7+•}yi'nM1 tn� � ' ..< '' . .P (f k: S _ '}{w+� {ti.k{F'. Rxy(✓� Y if P�..5� yt i--1 v,�dr+5�}y�'�.�.t,.SE,fr.�r�.i,o„A�fL., 2t 31tt ,,1 i �r 1 ;t 3 " t;) �♦ t' "�.i�n.V� '1 ��('}��•{t:�`�4t}/.'Yn�Jy�F'�_!J" � ��} r' f S`A ✓� LI`l l N J 5... }l e t..y .i, 1. ` "b �t F'�}<✓'V. y F�{i lacr;� t�,7ff;?� sF.t t r �'f � i t: �G ?Sp,,°.(,t�t,,.�:�'�'.1,t}�,..•t J ti ?�: t ts.�}�' i �t;� ! tss s, i �� i "r i �. st a'k c„!(nt,• ��rt A 7�,� r J,�. n 7 n•i'F .l t Xt n: ' t, :� :.. .i: .. '., ,t.}? Fay. • Y ., 't."xntyi t s t� ...-� . . y t .,., , ..� .. ,. ...�...,,..,r «.., n.w,n:r,..+..A.me+urum.x..»«..,,•,...,:..,._ ... ..............w..iud.n.•.rnr•w.,+rtv.,..ert»k w'�til qht`t'A'Cf�4216ktfol"/?C1i�ItK+�#S �:''�y� � :;E�t WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI "4r i .r ,s 5 .� H 4• { i Qlr . :•.� it1,,4� •,alSt. tlf�`=�± 7}l4Yy� PART 3 EXECUTION .� 5r '!'s1 3.1 EXAMINATION t' A. Examine areas to receive cabinet tuiit heaters for compliance with requirements for 1 installation tolerances and other conditions affecting performance. , 1 ; B. Examine roughing-in for piping and electrical connections to verify actual locations ' before cabinet unit heater installation. C. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATION r: F�a��ti`N.d.�;+t�`-9.r3• ri°f1C A. Install cabinet unit heaters level and plumb.+:• r :v)f YI�Kr •S}1V1xJa�,2I;E'ay B. Install cabinet unit heaters to comply with NFPA 90A. ' C. Suspend cabinet unit heaters from structure with rubber-in-shear vibration isolators Ova ` r� (rubber hangers). Vibration isolators are specified in Division 15 Section "Mechanical Vibration Controls and Seismic Restraints. ? "ttay�t+ , � D. Install wall-mounting thermostats and switch controls in electrical outlet boxes at ,� � '�`��• ,:,.,, :a heights to match lighting controls. 7 �aa `';; f ` 3.3 CONNECTIONS „ A. Piping installation requirements are specified in other Division 15 Sections. Drawings � indicate general arrangement of piping,fittings, andspecialties. a� 4• ��. 'cl 4' > ,.fir a •�.:.; :9Y B. Unless otherwise indicated, install shutoff valve and union or flange at each connection. C. Install piping adjacent to machine to allow service and maintenance. gal ®R D. Ground equipment. E. Tighten electrical connectors and terminals according to manufacturer's published r � 1 torque-tightening values. If manufacturers torque values are not indicated, use those specified in UL 486A and UL 4868. FIELD QUALITY CONTROL , i A. Testing: Perform the following field duality-control testing and report results in :N writing: } C5- 199-00 157664 CABINET UNIT HEATERS RO- 3/19/01 }E� �. rd ^rr•I+'�•r„ tr •r E�t ,�'><.�'S 't11` s}'. '!•,' � > Y i tt t�i t'�!Jt�':�•j?°�9�p!►'•' "�t��,`'_ ''y,Mt}•'.'�iY�t��, {'`t °t � 'Ss in'iF1�xF+S�;,7'1;3;,`�{4,ii�'1,�;:'!,�,t. (+s7. y 1' i,1; y � k� �y S' i i} r✓}i t t � v'}l �� h r�{t J}.� G f i. !st I 4. P4 J�{v �� * 9•},', S+Cg'ir •.7 f��:... p Y!' i �f x ,t rr. u s„f at�;:« ( t ( , a , t Ft��`.£" y� l��r3�j. ��iJttfft }x;�}rf•�i � �,f'.s . .f,y?'��?ki tl r.A 1 +ti��{.��;s a�i sect z lw C sY:?�"n<zt+��"�c' �x(s. •��tii,'": '. k'�r f'v� S .F'°i{` yl�'� +w'E�.:Y++Y� rlrr l.:r Er vs�,�� rh f }ll J I i ct •J ! t 1 ..r kts? '' } k>•;'+i#( k� �rtf� � }.y Sf 5^y� r}'7:r rtwl {'vtr N} a e ` 57 i J ee r r G y,y. ..i',. ; 'u' •t t i t }: t li Y r. t r t' .t tf r �i�4y .��7 .r i` , -v' r r.t��;iZ S � �.Sd a•r ;. ... . . n:t I i � .5Y. ��k.•wS.� ,•. S?t� { S j; r ,f t�� jl.a f; r , t{`.',� F�a � �� s �e .,, t}• xx t .y:: 4.p< a •• A, dit:J s E>f;; r,fi5�•i.' ,��, }y �rfi,,+,b!a,jjy'+J.tdi....,•j 4�+t 5 ra„'V7 ,,,ktf�9+f t>• t ri r t.1,y-,} x t ,/i_f i,��j}Y,`l��yt.Ii.i}{'`•ui itt r n^{+7,;..`d',7{{x s? ,�. !'si .: 4.•, t t a l•�, x`r .f + i j .?.1 1.v J1:i t ;trr •n,t h.;' f h`3�+'��l�t;W >� ��.��f � •.�,�� ;fit;;,�ga;:::,,;� 1�,��,�. E �, 1, t } r :, ,t,, t t �r.� ::z•,r;.f.r,�.t��u r,;�t' � -.}• :t.7a*•. ..,J .:itst �.�"�tY�+,i, st. "'v,i r4 rj p f:J•'t'iG,:t� Y f}",,r�v3'�I n Y.'7't''y,h':a��j} t�. �.t i i i.r s� + lt i r.7 r t. � ( ;�I rrt ,. �.� ,'r}d' J.:..St r�:i 1 i:A,+t G! .J.r r?.4`4'rJS it ai,.�.C,�:..t i.�,'n.,r�•k.5{'1�.�a i,j.�t;y��i�rA y.�(�4 B ,+,� 1.t . •'.; �:y.+�,r.,d „Si t ,.�} r.4 l .r. ,•7 t.. T,. .ty }d,.rv„ 'yy .i. r!r 8,. ;5�}'7-•*..:.:7''�t`§'+l,.d h r ^:Y a C' •uT�'i•.};� ��t�\rLE�tl '� 3 � ,1 � 4} r J1 4� r S Y, t / / l 1�z1 ��k �J�''it;9�} ti Kt� � (•lid h .,i .v:• a r .;? iti �S�jh tt�'7 a? st},. .: 'A!9!fl`Wf!M.�ii s�.+i7,� 4 s.l:a6.:u..1,is:iLi....,rttf.vatAnjku.4t7r.•k:,:6ikwc Yiwtww,rvH.u.i.r....,.a:t.�....,.,.,.,.....:,..««..,.7M+nvwftis•1Y 4tN'R!k1.1 t. ,.. �` � 7M ��:a `lt`.�` s�` t�.ntM.wHi•,�rsh G�..�.,<,.�t,�.;,,�.:�l..G�,�.,�,.3�Git��:�;�,�,u�>�,�G; d� ��,+� WATER POLLI JTION CONTROL FACILITY EXPANSION CON CITY OF JEFFERSON MISSOURI fi,a ,�d}ttr.ft��}/V3G:�;:h• T,i 1. After electrical circuitry has been energized, start units to confirm proper motor a 'i, ,•:ri rotation and unit operation. 11'�•YrF,,Y'zi�. 2. Test and adjust controls and safeties. < - Z $ €r%? B. Repair or replace malfunctioning units. Retest as specified above after repairs or ��.,.; ; r replacements are made. + ' ''>q�` 'tsa' 3.5 CLEANING #`'{ A. After installing units, inspect unit cabinet for damage to finish. Remove paint splatters and other spots, dirt, and debris. Repair damaged finish to match original finish. } B. After installing units, clean cabinet unit heaters internally according to manufacturer's L`? 2 written instructions. `4d , rt i � C. Install new filters in each cabinet unit heater within two weeks after Substantial t` Completion. trx .nor. 3.6 DEMONSTRATION A. Engage a facto authorized service representative to train Owners maintenance , personnel to adjust, operate, and maintain cabinet unit heaters. K° r'F' 1. Train Owner's maintenance personnel on procedures and schedules for starting and stopping, troubleshooting, servicing, and maintaining equipment. 7 ?-, `, s 2. Review data in maintenance manuals. Refer to Division 1 Section "Closeout Procedures. 3. Schedule dole trainin with Owner, through Engineer, with at least seven days' ��:�'��'' � •`��j$'��, advance notice. I,:! c.�• �,- gib` -. '? 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'ty WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI AV SEC'T'ION 15767 -PROPELLER UNIT HEATERSk; ..r. •`�j SYk 1v"�'l�n�rL�rlt t L� PART 1 - GENERAL li a3y F? 1.1 RELATED DOCUMENTS t A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this , Section. i 1.2 SUMMARY A. This Section includes propeller unit heaters. '�� " 1.3 SUBMITTALS A. Product Data: Include specialties and accessories for each unit type and configuration. B. Shop Drawings: Submit the following for each unit type and configuration: s° 2-V;1 ,. 1. Plans, elevations, sections,and details. yyy .4'. t41 , !-.�f�.�� ..` 'tai:`�t 7 kii..7s'fa;.�`�• ::�:;- f=W ':i•' 2. Details of anchorages and attachments to structure and to supported equipment. .`'y 3. Power, signal, and control wiring diagrams. Differentiate between manufacturer- installed and field-installed wiringsf 4. Equipment schedules to include rated capacities; shipping, installed, and operat- ing weights; furnished specialties; and accessories. $ ' ' C. Field Test Reports: Written reports of tests specified in Part 3 of this Section. 'a f y r 1 D. Maintenance Data: For propeller unit heaters to include in maintenance manuals specified in Division 1. Include the following: tw{ Y 1. Maintenance schedules and repair parts lists for motors, coils, integral controls, R" " .j and filters. tt , 1.4 (QUALITY ASSURANCE •, sM1;tK`t.., A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. 4x' C54199-00 15767 - 1 PROPELLER UNIT MATERS #too RO—3/19/01 ��t� �,.,+•.,.,..,,.,,,.,�,,'�{'' >?y§,t<'��.'r:J.y d:,♦�..7 trr'?a. 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"��'}�s�' 'y �N-,y ,v,: �5 ,r•':.�. I'�F.'r�f��`'�{.' .f") "YZ ` f t{.t i`F 1� .�i"�}`C �pi3[ �+.. 1(. �' �:t(a�. 5 .,1.t. i 7 il. '.(. :� � :t:l•<�'^at';.1 J't�.��{��E.F� f°�Se� �S:y'l..',,�t�, .`�}'�,tiSri i+S '�',. i '{f f t {{' if'1' ktl 'a-3}�`3r+ >, i1.�'y,• #v1? � 1 4r. .+rf <.:'i3',t°d.'r'�;.;..£.`:n r .v:: x n t a .}' •�, . { 't} Y. V ' t' 4„ X ti,u� i`A#$t �I, �;.. ?�” •,t,. .tifn ;`$''.�� 1 'w S"+a -ka�� r.J g��,�!", k• ..l.t d` f' q „tri`+.j j si; ' /yr"�;• l tr 5. 1a 4 iC 'ar .0;r'. },r`i A6 . S; ,�y?••`. .>+ ,°.•ti"Sig k 4ri Jx .4 t � !•� !� .,� a}'.l A ';4 x.' E S}. � .i r s. . ,i .wl:.t < <�11',,-i�a•;�, �` :°��'+.tXx�r �; Y,yr ✓�t�`?K: �y i., .,} 'thj'.•fe'�r �;,� i , t ':,+: r t •{ i. x t li.a r.YiaS�n}f jtat.�rr� �?3}.rxv:� 1,. : t, „ , �;,.'$f*vr��niJ�•°�• :c�r�'`1��+��p"=t�� ; s...i"..r3r 3 .F,;. ,, J^ �c:: .p. � j ti• ,,,,..r;. .s't i,l+rrti`�.tt�•�}.�?}1�r��"•g`' �, �"�' ,�1,hF,.ttA"j 7,. .,�bt�rf 79,S�F,: t.J ..t.,L f� 1 ';+ i .i��, ,��r .�Ff>.�"':a 'a�' 1C.r .,�z,} ,{ �,,s �;�'�Q`�'�i ,j 5• i`..Y'.5b+d:iil,,:v,.,:at+ufrn»J+1:1,i++N(ii.Ni+?;1nw:ttiWtK..t.a..+.:.�.::.....,:.�., v.2.i•>:..L rA.xi•dc,IrvNY.rF4`lSR^f 147!7k�F' .•. i. t s L �sr,�, 4 ftr�,:. �. i SF i3ik5hGaene+,ior.rn,FNS,,a,.•a,�;:/:+....was.r..awev+di.'+:w.ti�S l�ia69Jt�#`+9'xa}+ iYh31�5f��s. F' 'pp''J• F"v�F�' �'F' WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI t,St F �M w j 1.5 COORDINATIONcf ' 'Y A. Coordinate layout and installation of propeller unit heaters and suspension system 4°'} components with other construction that penetrates ceilings or is supported by them including light fixtures, HVAC equipment, fire-suppression-system components, and d ?4;. Ji{� partition assemblies. PART 2 - PRODUC.TS 2.1 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements manufacturers :. offering products that may be incorporated into the Work include, but are not limited `<lt { to the following: } " '` 1. Airtherm M anufacturung C ompany. I' h. 2. Carrier Corp. 5 a to A 3. McQuay International. } 4. Qmark 5. Trane Company (The);North American Commercial Group. a`j�lr „"� UNIT HEATERS } 2.2 r. ti .(� S'�eI A. Description: An assembly including casing, coil fan, and motor in horizontal discharge configuration with horizontal adjustable louvers in blow-through configuration. 2.3 MATERIALS tx,'irWE I A. Casing: Galvanized steel, with removable panels. .�t;`;.t. B. Cabinet Finish: Bonderize, phosphatize, and flow-coat with baked-on primer and , manufacturer's standard paint applied to factory-assembled and -tested propeller unit heater before shipping. n= C54199-00 15767-2 PROPELLER UNIT HEATERS RO—3/19/01 4'1 :t$ t.•.r,'t g u 't T{"�':"��ij ��'7F�" .. >YY"T� T'�F Fc'm!•�. .� ,i3 '�.��lf •v^°'d lA�°itlt;h''�! h°r'• i 4'�'t h1I t .t..�;5 X74 �t,k{3,,,} 1. s.,,.,r,,,.�u `• � "�1,�, t � ,�'�+ tt 4 C�, a i, } i t 4Pi a f �7 r 1 ,(Ux, ,•. , ,{'1 SJ •I' rS y F i i• .t ri , ,Si `'T A� i; lI�.�, {{r'i'+F' ,ty`} j4a ' 4 ?w4�i�r;•yh,.r:,i`,�f X'n i'�'�''f' r,�i}�.r p 5 a t ,y •� �c��?�n t�: 7r+. `n 4,`.f'c �: r �,:iv' f 1 }; � S7 •r s .r ` t'^'t_ �" �Y, ,S •�•��6 d" } ��1 � } `' r ax i3 r7 Yd +yj{tTj..�i,�itf�•'l;' lfli}+,t,s,.� S�at_ Nrs+�.. :.if t L"�d4t i aTl {�`aa''L�' "S4'' sri i` !�+� �F�i F}h r• �d 1� � .•Cd.s.S ><D s �.fa 7' ; °'�,+ L41 fy'y3.y��4 n- •� •.y y�� ["��5�� s.t�,�Y � 1 b�'��r 5 fi r•. rrG^,!'; , a i4�f �Yftt+ d'iiF rt} ai... 1�+'s'Az,inv �y fFfi t r.s's tf .f. 7 M,IN nhrt�i +5,�i it{r a r?p t jf y i•tt Iii / •'�i {} ;,F k�a ,(.�d r5� 3.; �. �,ry ! v`. +��`V.•t,iAE L�ijr '�f%i1�. .��.a rit%(i''�rs�,a''�), � i�'tr�C ��'A•�' -'i x. 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A.�.3a;.tk,,,t.r � �t t'k:t7� r 1.. t r .4, {;• .5 1 S s.7.'x�r1�i� �p,, t } `) { s c :a'ts ,i•:l t�.�•��'r�`�<*1c*ki' ��rA.�t•,'iy.<� + { '•ur' ",� Gr'' t@ v .r'•§}tt,Jj)•�. `�� .,�R t - «,��:>r'•f>�:`;:.t;t��' `.. i i,, i ti.:/ 1' '.r5�. 11y7iiztY.�:,•��q.,yt -�'`� �, .�•, '�y .t' "1'�r, t;xin;."'i,f�{•t,3 f;f+.r '•!Y ,cc. v'r ' � �.f;':�i ?i 2s, .7.,.14i! .�}K' ,:�,'�,;.1•��1 k�Jt�.,� 1` tlk? fi�^ ;��k'� J4;�z�t`,. it#iflliNi1':titlS...r.��...pia 5....(tt t...:.e.a......c.�G......,ww..n..1t»�:.w w...2�...• ...-..... e.,,..«nn.Y"a.htt..aHSGw�..mkw.nw••«a...i. �_..._.a,.�.. .�..0•.,3.nv.nw,:TlrM/rlhtrS.INt.•M1!�NMtrR-0'k#�1`t�if�}j'.i>`4�{� ; ... ,•�;y�}�' 1 yl i� 4rfX '+ k WATER POLLUTION CONTROL FACILITY EXPANSION , MISSOURI CITY OF JEFFERSON � "'" B. Examine roughing-in for electrical connections to verify actual locations before propeller unit heater installation. ;y C. Proceed with installation only after unsatisfactory conditions have been corrected. 3.2 INSTALLATIONx{'' N' A. Install propeller unit heaters level and plumb. B. Install propeller unit heaters to comply with NFPA 90A.. �i C. Suspend propeller unit heaters from structure with rubber-in-shear vibration isolators (rubber hangers). Vibration isolators are specified in Division 15 Section "Mechanical �v Vibration Controls and Seismic Restraints." ;� a D. Install wall-mounting thermostats and switch controls in electrical outlet boxes at ;, ,:�;'r •{,; heights to match 1 t fighting controls. R fI: in k1 iy .cu Nt,il {., ;d 3.3 CONNECTIONS ��`, K z,! 7 A. Ground equipment. B. Tighten electrical connectors and terminals according to manufacturer's published torque-tightening values. If manufacturers torque values are not indicated, use those specified in UL 486A and UL 486B. r 3.4 FIELD QUALITY CONTROL A. Testing: Perform the following field quality-control testing and report results in writing: .: 1. After electrical circuitry has been energized, start units to confirm proper motor r, • rotation and unit operation. " x r 1, 2. Operate electric heating elements through each stage to verify proper operation • ? and electrical connections. 3. Test an d adjust controls and safeties.s. 1•�'�� B. Repair or replace malfunctioning units. Retest as specified above after repair's or j replacements are made. 3.5 CLEANING . A. After installing units, inspect unit cabinet for damage to finish. Remove paint splatters and otherspots, dirt, and debris. Repair dam ag ed finish to match original finish.. ' - :ry B. After installing nits clean ro eller unit heaters internally ccordin to g P P manufacturer's written instructions. y g ' r fYc C54199-00 15767 -4 PROPELLER UNIT HEATERS RO—3/19/01 j t 1. �,�° r(':,�;�y., y n 3��f'•7.3+ x r�y #f��.`'.{ T '�"x"�4 ) i4,. •.•,usn. t Y'T >4,,r r•-( � t x j � .t^�!t* s „fr C�' �. $ t.. 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't'� � +�' ' g trt "• �Y ii• d; �}�1t rt''C'r $ 2h .t t,`� tilanets It ix}. }Y a� a� 2( t'i+( r '" 'S � :�.. t f i « .dt '{f t q (,�,_ ��''�}fl t^ ,i '��'.�;;.�e�l.{ � t1 4 �� ? p�yk•T`rl. ;l j F t" .r r' �, , �t tl � :z r t.�.k+t fir, 4' �•"f d !4 �:.h'�P :i�'�j .fr! ry 4. n ' ''{' rai'1 t v i j�t4 .r ,f• � � r '1' t �a .)f. t � �e �#k�'d��4t'r�`.z '�• i '$,,n z ', } f z E'. rx:tr. ,; 't:•. :`as r Y .r ..t't't",t ,..?"'. 7i.:' ✓.� i#f� t r 4. r t t.i a .. •. t S F•y '"ri?. 4 r} • t.., { t ;i v � r �d,. d �t".i} !�' T a.x Cfb ��dC- 'k1. tt'i'�(. 1:j �.:.' .�.<7. A ;SJ'lr t ip '.: '•. ':1.t ra. 2 f" . ,Y�. 1..C. i... x P.,l .�y:( 4.1' :�rk t .�,£u$. .�}� y'q.{k�,;i �Aix'b�:' .. ~f r .4+tt � i .2 .� (11' < a''`ir` .('i, j'• d�. Y t�"' (.q r k� � w ��,k� �h7' r�� jK7 E'y4 S' „� r�t�sf}t.s'��z #a � s�y-i� .J`—r �nL� T>"�'SS, S f Y''} Skyt d�F �z..� 't t�t�i^'-�� }��;•. �`% �` t Z )t{4.,.�r `cr a!(t`�''i'✓al ( e'�.�,t}vf�.�t. 7 pry, t.» �� ,df{�! i! �} t+�`k'�FA •� }� d,.� xr�it �i V '� ir'�V, '��.'f y r 3 s 1, } iy •f .t �� '�� "tl`bz� �-'•S ks{';;it 1�ttt#'`�!�` it3! .r��x't:`I,;y'f�iix'�` S�'r!!!``�'it$ri d� X�`j�i��{:i�ii fiY"�. k:=�. �7)x �i �7 n[.Y. .��»J� G��N�t ? �t�a ,•t t�,.r7 �4r,Y3,��_r k� 7 y� d�''t,i�`s'#�� 5'..:, ;x'!`}�x1y�Ca,W��-'�`� y , r+ ' WATER POLLUTION CONTROL FACILITY EXPANSION ' CITY OF JEFFERSON,MISSOURI 3.6 DEMONSTRATION A. Engage a factory-authorized service representative to train Owner's maintenance v' personnel to adjust, operate, and maintain propeller unit heaters. 1. Train Owner's maintenance personnel on procedures and schedules for starting and stopping, troubleshooting, servicing, and maintaining equipment. 2. Review data in maintenance manuals. Refer to Division l Section "Closeout Pro- .:. cedures." 3. Review data in maintenance manuals. Refer to Division 1 Section "Operation eration and Maintenance Data." 4. Schedule training with Owner, through Engineer, with at least seven days' ad- j` vane notice. s END OF SECTION 15767 I` '0; 'v, n., ry .Ak .s: �k 17 C5-4199-00 15767- 5 PROPELLER UNIT BEATERS RO—3/19/01 4 '•t �. . `''t� •v't• �'`�Vy ff�'4 4� ��#�..IF��I�"? &��" !!3' Y`Ir w,; i va •.Itf�' ,i.. '.fi r'k yttt"�.�-.r.'(iJ'J,!'t.+:1(�atfi�.pri{�,1(r t: j�'�<`�'{3�`r'ft`��tf�-,�i!t"..t.t h�:.i, k. f. �� ` f�'`I�.v# t r��y'J r. 'f�`a�r #{?# y' .'t' �{�.,� '4Y: r$�y' .ar, i( tt�. d�4tt t. r^rY''�j :l. r5 � :�, �' , ,.� � �•• 1f.,�.,. Li�Y�' �l, �.�'�ttell t}i,�r� r:1. r .� 1'S i},� a• lY•ti£t'f...hb�V, �,•�.�y � `�'' t�;.r;r.erA`f+ad'�µzn��.��'+,',r,;,.t�'r't_al.i�•�a��fe�.0 r S'.ar'�.' �t rr Y � ?'a , r'' � PY'•A"�4''•tY:T`X.rVl�U s1�,41'frjY�•�',H,c� : • e}.fS• ,r�i1)cg tit �;..e tl '+ t;:{� Y �a i ri t t�i x{" <tr11��t#:t�.ti. r �..! m7f�,�,..r '�2�..t*�r�:�^yy' 4� t��'��;�,..�:�� .. � r t ;. ��'� ,.�a:•e�x�r�l;'°d• „. f�� t 'r.task•!�,� ' ,, ..r �` ! { �1 ,} F�" �•��.�! �. �'.� Ys, '. Y.' y i .$r��x5'FtJJStti .r f'��'•H ,,!, !... � s, ..t z` ,t� t :t�,�A4 �t�^�.�i 3f`„�� .1; �+''i,'� r1Ci Ytb f 4 '. ..} ..... ..... ......... .... •. � � wrr.tiro .a.r ,. .....,.,,.,....-«,.w •' f .. ....,._......wv � �''} t r1v+,tLi�fi::~�:.,tlria..,r•li...' ./.r t ,Y...., nyr. +.....a Jdr4 m.A @`"+"•(N^.ri}:,»c;t.. rk a o..,..n.. e'rY�:rr. �;�.nU!. ,e:�d�,dn w4,•H� .....,u»:.ar:wr 7,4*F:s'ti,.r+s;,i<tiiS}r}::'>I'tGi:.�lpe5. 1 �'yi� 1�„f,� WATER POLLUTION CONTROL FACILITY EXPANSION Ak:Y«f;F:M7 fF.{t CITY OF JEFFERSON,MISSOURI Ift SEC'T'ION 15832 - FINNED-TUBE RADIATION t{y,2ti tY f PART' 1 GENERAL 1.1 R.ELA•rED DOCUMENTS A. Drawings and general provisions of the Contract, including General, Supplementaryii, t ' and Special Conditions, and Division I Specification Sections,apply to t1iis Section. :•i "7 1.2 SUMMARY e t,4 } •'., Vii? A. This Section includes baseboard heating units, convectors, and finned-tube radiation. , Baseboard units and convectors are for electric and hydronic heating systems; finned- Y t tube radiation is for hydronic heating systems. � .yam•: " y B. Related Sections: The following Section contains requirements that relate to this Section: tit I •y!'•�i1 1. Division 9 Section "Painting" for finished painting of unit enclosures. �r Vin•'' ��, 1.3 SUBMITTALS A. General: Submit each item in this Article according to the Conditions of the Contract t , and Division 1 Specification Sections. B. Product data for each type of product specified. ,r,.•fs;V� '' C. Shop drawings detailing fabrication and installation of products includin f manufacturers standard fabrication drawings and related information. D. Coordination drawings, including floor plans and sections drawn to accurate scale. t"ai .7 g $ P .` ' Submit with shop drawings. Show unit layout and relationships between components . ''�•rx' u ��.4;'l and adjacent structural and mechanical elements. Show support locations type of r' ' support, and weight on each support. Indicate and certify field measurements. v{�/�.�� f.:.'k; tar,t{ vki'Kj t b7` E. Wiring diagrams detailing power and control. wiring and differentiating clearlys between manufacturer-installed wiring and field-installed wiring. F. Samples of enclosure finishes and colors for approval. � f;, �' •.�7�r �` G. Qualification data for firms and persons specified in the Quality Assurance Article to demonstrate their capabilities and experience. Include a list of completed projects tit3,, with project names and addresses, names and addresses of architects and owners, and other information specified. TZ H. Factory test reports. 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'k .� r 't11• • �$,'ti '*ia',r c,` .k,'Fi��fi(i jt �}}:K.,.,,:t l.ir,,t ly, . rr , ,t.r� ,t...v!) 1 2 }. No .l t'• t .. . ir ^ . ,}. '��' �;(y!7�,� •'° , r art 1t � ' ,��`Yt }t� �,��;��bt�t 1' ��` Nid It '.,Z' rsh��! T`.r 1.y1. :. �51•V 7'..,x..r,)F p./, ! t.': ' ir`../ r'..i.. ,,. {:'. . ..'C. >:l 4 1 , 1�`Vry��{r}x y y.y,j ti.f;.,�t1� `�?71uie'.i"t�+,�c�tti„.,, t •`"y. ky>•i.ar. e,lrl: I Y �`'ste.�.} r'T`;tit P�; t � r 4J C 'J s3� / 1-`�+^n�`•h d � :�•„> t,.}�i•�+ � �Yh4:=JT^ .'`y+i+tY.r'J 7'r3 r F:y ;t,,1 'i .'`r 1 �� r j '.:,:;r! ',x,�; 1, �' j;,�'<":f rt,.�� ''tt�cd,psi•r: :�..,�.f�.�r(.°„t_;,i,)j!r: , rr.t `r � i;' ,, � t ! 4` ° arr,� :<4f�5;,.,�v” �>r .f.r?§. .al�;:',p>T ,*. ,�,r ', ;tf: �,t+,/:.i 1 ri h, ry+i;•�,t��,� J f i}}' d .3 t f�' +'' r �: �l.rt»< !. Mlt<�''� " 7 ' V'• ",t" .vt. r 't f,.e"", `�i t.A•.ly'!fi',, r Sri' ' ,i7 "'sf F'rk;�°4YK��+F 4{':!�YS:L�a kN,tt ir:tyy•�. ',]'j,',4 r . t< asi.t'i r i 4{.:t'(\� 4e`>�f,� � S•¢ ,;t,,}S:+t4°yifi0'ar•'•�F >e` ,tSr i r t. } t < < ttr"n'.,,4'�j 4�r.^:C' r}' r.ei'•:i'�r�k2' C4} 3 I`1.n`a,y,r. � lil r� '(t, 'yiYliN'w+ ru Li::»:ra:f...>...4.....ed:Fw...:.,xe..w.,ntnr..... r,.+...,,...4... .. ., .,.....,«.-.,.r�rr.w:v.amw.x«td;,,w ......k..,.,.., .,. w,..v,•u.nr.r atKw{+M,a+:,�♦K'!W tktMR3Y.` :b�t16ti, .. .. Nils er f., 1, rj� fx. WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON MISSOURI t rM�F�d<�c I. Field test reports from a qualified independent inspecting and testing agency indicating and interpreting test results relative to compliance with performance requirements. J. Maintenance data for heating units to include in the operation and maintenance manual specified in Division 1, 1.4 QUALITY ASSURANCE A. Manufacturer Qualifications: Firm experienced in manufacturing heating units similar ;,r 1 to those indicated for this Project and that have a record of successful in-service i performance. B. Comply with NFPA 70 for components and installation. C. Listing and Labeling: Provide products specified in this Section that are listed and •.��.+ ��ti:r;��,', labeled. J 1. The Terms "Listed" and "Labeled": As defined in the National Electrical Code, Article 100. <,1, 2. Listing and Labeling Agency Qualifications: A "Nationally Recognized Testin g Laboratory" (NR TL) as defined in OSHAi'v�l •; x 1.5 COORDINATION � � � A. Coordinate layout and installation of heating units with other installations. ,) ; , ?T` IR ,.• � n. ± � 1. Coordinate height of convectors and finned-tube radiation. ! 2. Revise locations and elevations as required to suit field conditions and as R' approved by Engin rL4, z�rt• 4'` IT il IN PART 2 - PRODUCTS S,tr � Lu 2.1 MANUFACTURERS47c ' �S 4 M A. Manufacturers: Subject to compliance with requirements, manufacturers offering ." " products that may be incorporated into the Work include but are not limited to the r\,,y following: Y rP s - 1. Hydronic Finned-Tube Radiation Units: a. Dunham-Bush, Inc. b. Vulcan. C. Hydrothenn Corporation, (The); A Mestek Co. d. Mestek,Inc.; Sterling Radiator Division. E.w7••1� wa a� CS-4199-00 15832 -2 FINNED-TUBE RADIATION x RO- 3/19/01 - i,• _ ,a,; y`7:;+iNf•:7'+^,;�c;:din"Y;S`:EL'i-�",^.g�n"!.s',sacw�N `,,K,yyw.h!Ww�`r'L',w..�..,,r,r,'i'?:93 ;li;.T".'e;�+�s!w. .r., �., ,''-'ZY,+ f„kiS'{,..d 1 (4 4f•ti �` '6!- ) i < j/::i, t, r 4 r4.4 �::,, � « ,,,,,. i.: •'t .x A,' .P :t,.y} n l'r�.;r -•t.� j ti- , 3 1 :t r,,:.v ;',p, ,a,,r,,.fkr+,r .e.,, v ,J r� +.y,,' .:.x }�. t;µrr l tr. 41 ''7 ;t f•{i3. n '..; yC {' t`, r�C. 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T ..i: ,� ., .t i 1', „+� S;,tf,!ti Hl > �J. ` s{,,•; �tiz<,6� '';�'"•y:ti„� gjdin .H• „ i •) ,i ,. .'P.r iF/ rM� f'i�Y:"t'-+''4•,°;.y;Y .i °+ p : S: y.lyp'{t,• Yfi ,Ys..��l.t�' .tljl;y' }� 11 ..�� 11 '''�f ! rt ' i'F rah}L4 �ld�i A...�'�ri�'.'�`}(.!'':`f1�. AY�''' +„' .r.�t'.,v �t+��-:^.1. b 11, . ',t, + '.tr• .p',�i ° ' �{,ri. ..`�'K�rl<,4,I+i:t''�.a�.+)� ,.!� ,' y ��r'�,,. ,...>....,.,, ' ....._^..� �,.w„r.mwntt,+rrtrfn�rtxuu+trtheh:h.+,.�.�,.,,.,.. , �'....,�#i;•13.�§ +3I� { 3Y� r`3t�L �'�„`,�r�1 li•f''` ,g.>rl�zfSXn ls�rt}5'Y5{�:.i.. WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF ON JEFFERS �MISSOURI ;-.S,�T1�y��t�,4,�L��;„:,<• `'• ',� nr'�tP�a�� SECTION 15832, -FINNED-TUBE RADIATION zi PART 1 - GENERAL ` 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, t, including General, Supplementary ' and Special Conditions, and Division 1 Specification Sections, apply to this Section. si t 1.2 SUMMARY :i A. This Section includes baseboard heating units, convectors, and finned-tube radiation. Baseboard units and convectors are for electric and hydronic heating systems; finned- +' tube radiation is for hydronic heating systems. B. Related Sections: The following Section contains requirements that relate to this {H }C•,'f: Section: I ;��rVyy�Y�'F y*',v,k�`•,�il•': ;,l jl Ott ti�•�;,�Iq.,.•. 1. Division 9 Section "Painting” for finished painting of unit enclosures. 'rt{ '',l: i fi• r� h �, 1 i 1.3 SUBNIITTALSx � ,�(;t� ' A. General: Submit each item in this Article according o the Conditionsx g of the Contract and Division 1 Specification Sections. B. Product data for each type of product specified. C. Shop drawings detailing fabrication and installation of products, including � k �ti•?� p��?:Ha t�}r2ti% manufacturer's standard fabrication drawings and related information. ' g�`xr{ "YF 11 gt D. Coordination drawings, including floor plans and sections drawn to accurate scale. ;t Submit with shop drawings. Show unit layout and relationships between com p onents and adjacent structural and mechanical elements. Show support locations, type of " '• ~ :.r. support, and weight on each support. Indicate and certify field measurements. E. Wiring diagrams detailing power and control wiring and differentiating clearly between manufacturer-installed wiring and field-installed wiring. r 7 F. Samples of enclosure finishes and colors for approval. ti �s G. Qualification data for firms and persons specified in the " i. p pe Quality Assurance Article to demonstrate their capabilities and experience. Include a list of completed projects '` a with project names and addresses, names and addresses of architects and owners, andy�; other information specified. H. Factory test reports. 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J 1 i 5 � r. .(:-1: 'l' , f �A p:.f, r+w�?�t.!^;r'r,� '.k .. ��pp {��g,yu�,r,t "'-�.{; y,it�,�t{�t,;l,..r�...';�u t:i q .j1h• :p;',}i., r �� ',,# k; x d. s. .} r, CY 'f �trh',i7e.R y't i d tyr�. ;{.t fE/.r. 1 ,..) ,. f � .t"t k •i ,f�� r a', r t4.�,} . t4 ' , ''�mk {.�/;� r�yjt y ��1�� .'� � + d1 .,;} � �.. r. 4 '� � � 'Jt. '1 "r v, ��f f; /. '�; t'�p+ , wy �• ,t .T• .. .. +: ' r t•. r ',7 1 r,.,�.f'rt i}jy ��1 tfF.r:t{��fu� ¢'i.t^ �t.Frf 4, ...;t,. �p 4t,; ;P'sK.y*s; �t+a+Yji' (t' c „(li e ..!_ ,r'" r. s 2 .r .,+e`a {f S;•`'i r'' , {l;qr, ,. A ,t'•,riuY�i7�"F.3�..:";:.r.tA� .d:�t'n�t�r i sty f�� ':.•a1 '�' , �• ,:: , .r J r. t r s ��1�:.{..�.�t,l+ .C%c,• �, r,• ,{r?Y.,d'! t air:' 'r 4� ri :.1r �.x.,t, 4 t .'r' 1 ti..,9?',S� �F. 4� r��i� �� t,�'•�'i iy;^ 'l r5 AI�.,t{, toys tr:if., ! °? .. ':.' ,4' A{ 1} - Lt RYA !'�^w��yYt ;:r'a: `�P� �'A•Vrj1yr v' iI- •j�. y.•±'�4 �% \ir{r Lpr�'v'�) -+,v5 5 .. ,y' ='.I)}'f't C..'�, 5,11,,;i%h.}:✓✓,'f t#�Y,s rySy,.Srlt ,:+�nY}z� '�t i;t"��i- "Cd...a„ t .. � .'_ ._,....: _..u,.,...,.':nT.vn..n�e•'irf.,,,a..»..,. ..., .. ..... . ,.•»,,....L.=.n4r,,,M,x+aw.r,«,,,+»i,..4..r.r.....,M,......, .�,_.,.._.....s,xu,..J.ut,WwYr�Tk.,w...sS,r=.1, j�yy WATER POLLUTION CONTROL FACILITY EXPANSION Y ` CITY OF JEFFERSON,MISSOURIR�$ t t is utsitt�t.iy 'i 2.2 HYDRONIC FINNED-TUBE RADIATION UNITS :"� ''' _: A. Ratings based on design tests performed by The Hydronics Institute. ' B. Finned Tubes: Copper, with mechanically bonded aluminum fins, � ns, supported to t eliminate thermal expansion noise. •'''�.' C. Back late: Steel with flat black heat-resisting enamel finish. ' D. Enclosure: Steel, sloped front. 1. Finish: Manufacturer's standard finish, color selected by Engineer. 2. Access doors shall have tamperproof locks, 2.3 SOURCE QUALITY CONTROL rk +°Y A. Test hydronic coils to 400 p g( )underwater.'°a'`4 si 2758 kPa PART 3 -EXECUTION EE` ` " >4 3.1 EXAMINATION ` ° `"{ st. 't A. Examine heating units for compliance with requirements for installation tolerances and �F( r other conditions affecting performance of units. Do not proceed with installation until fY=,< unsatisfactory conditions have been corrected. : • ,t y: rl F^hJi(p.., 3.2 INSTALLATIONFFF^^^' In A. Install baseboard and sill convector units level and plumb, according to manufacturer's written instructions,rough-in drawings,the original design,and referenced standards. { 4 u 1. Center units under windows. ` 'r 2. Inst<111 cont comer inuously around corners using manufacturer's outside and inside ,�t•`; fittings. 3. Join with.manufacturer's er's sets to provide continuous cabinet. t'r 4. Install manufacturer's access fitting in cabinets for access to valves and other fittings. � 5. Use manufacturer's .11. � filler pieces and end naps. t ` ::,! ��7� �,�•St•s s tat` B. Install convector units level and plumb, according to manufacturer's written instructions, +�°3 "•' 'Y rough-in drawings,the original design,and referenced standards. ar •j h;; ::�`�.'k,,. (((( , Al =�F .h•a Jx,,.,, C. Install finned-tube radiation units level and plumb, according to manufacturer`s writtennr .', ' ti. rtw i' r'•: w„ instructions,rough-in drawings,the original design,and referenced standards. S~ 1. Use methods and accessories to accommodate thermal expansion. n r � ' C5-4199-00 15832 - 3 FINNED-TUBE RADIATION rt , RO—3/19/01 .S y.c�a Yf;c tr�yy ajt t. r j a 5 t U t rj'j y ^,•7" a•..C'r Y" neC+• Y"y„'a +n..r , 4,-..�T.^.^'^_"t'.� 'Y.+!ehre+*a..rtPw�.!naMu+swr'•.,r'+r'> r. r' uwva+n. a�—»;r ::��• { s. f` 'r ",,''tr l�:`H`:t�r.s}i �`ti � f 1 .,.+1, �' .�4: e• r• r,.�' >{ ;i x t^ sue..,• r ar" 7D .t�,��'r.4 .4tTr ..fK�tY .,1. .,: 'O a, X<.,ii. r '?;?`i r. 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PJM1�.'ltasda' ifvtk_*YF.+.#eu.rSN.+irr4,ra.c., (,'.y.,.wVarw«Rb7Et'.��K. eWnSto,�gli(!t}'�t�A�:dt�'.�TdriS�. 1 1 Y'1 WATER POLLUTION CONTROL FACILI'T'Y EXPANSION a CITY OF JEFFERSON, MISSOURIF? r" ibis rxF4r� '" 2. Install cabinet continuously around corners, using manufacturer's outside and inside corner fittings. Yy{7S�{f�i { 3. Use manufacturer's standard wall trim. 4. Install manufacturers access fitting for access to valves and other fittings. 5. Install air-seal gasketing between wall and enclosure mounting channel. ya v 6. Terminate unit enclosures with manufacturer's end caps. D. Connect heating units and components to wiring systems and to ground as indicated and instructed by manufacturer. Tighten connectors and terminals, including screws and bolts, according to equipment manufacturees published torque-tightening values for equipment connectors. Where manufacturer's torquing requirements are not indicated, tighten connectors and terminals according to tightening requirements specified inb ;{ 'UL 486A. } }''�� "E. Connect heating units and components t o piping according to Divisio n 15 Section .•f,..3, �;;� �{�-'r, "Hydronic Piping." 3.3 FIELD QUALITY CONTROL A. Testing Agency: A qualified independent testing agency employed and paid by Owner ,.,, •;' T,� ;; will perform field quality-control testing. t<ii y r •�-'its'.�•• �4'"�} B �'•. ;`. I3. Testing: }Y�e:<�R ttt 1. After installing and connecting units,demonstrate product capability and compliance with requirements. � 2. Remo replace malfunctioning Remove and with new touts and � tinning units 3.4 CLEANING A. After completing system installation, including outlet fittings and devices, inspect ` a�+3 •. , I exposed finish. Remove burrs, dirt, and construction debris; repair damaged finishes, including chips, scratches,and abrasions. �}' 't � a END OF SECTION 15832 ' C5-4199-00 15832 -4 FINNED-TUBE RADIATION RO-3/19/01 AT s. k i,4 J •#T. ( �f;.Ty�'':`h!J xf T�,�.'!v',i`l,`,+"'"..•kk,'r°;',}.,Q{v?�kti.v<t.f"".f r,5.�,+'3^a 4,'„.�{a£�}i 1�Y�r�{�T$�I�t,�„RJl�r(,i.5`r�S+1�y"#i',�l],",d.''t!J"�n z',iuy:�,,te,;.q+�.kw'�t.l;Sklar yy;1 q LFLJ I`A�[r;rt[r;�J>?S�x>''�f h{"-t Si�.f 4A#,r A i4�I',7 T�lYci�7.�1 r tr>;t?ii.?•t+r'd•if.{b3''j a:E,;i1:,t,�M j;;•�,r T+,r,()kf r S�:h 7 1r j7 4 4w; ;i f j� "7 X5'��Fi+cy{E.Sk'T y'SttN+!S".a(y3Y'..,'b,,i'y'#'3",�,.'E,4�11..�T�J`N r zrtu'4aa 4."�M}1:",'}<r"°t�1'st.}••ry iy7�u,E'ii s'yt°,'(,t''e3�"rn�i.'.r,i�,t i;•j��•",.itpv,�3 V c.i d, f. .. < � �aS+r} r��r yi `'s,`� 'i r,c t{ +.•�,l 9t.4 If#��, +# �t ,., °"�Y �}� 'r A �`} f-i t ti'•v 4 �I s .i 1�b� q f't + ,rw r•y t ,, ?' !.+ ��t�`�•�. 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A' .'� lt�r't�f.�l'�,h`��i' � "`r[} °i, fir{ .'r, ' sr ` t ` .. . '• t r ti �f i� r tlt.3�.�}�:t��{{��:A � +�F7. ,�;.ary}t.}�.t ,j f=� i, rl ,t f. '+1'4,1 :i ,t'` a Z r:s t .rt,r' r �1 iii�,�'��,+{4, '• ��, !1 r 1 s 1 5. .,' .: y •t el fq.,,A�y 1 �•C Y�,1j 3 4' � Y �. `>��,irwi��,u�l.�.t'_..at��,,....?, 7'€1... .. ,, I,. .... _.a..,............r....,.,,.-,..•1ru�neWnM.;r r.atM�..o.k 1.'..n,..... ............... .._,I.,....,.r..w.�,s«xiau:Ur.n.,..,.,w......y.. ., _., 4: .......�wu:a.t-.:...,,�i:1:.�'5.,�..�n,tT�:Ut5r1t�. tS4"��6'f7 �}. �v�' ° WATER POLLUTION CONTROL FACILITY EXPANSION :•';'r'�;..;.,y. r fit. CITY OF JEFFERSON,MISSOURI ��' i �5"•��ZsSfK�r. ['mss SECTION 15845 -AIR TERMINALS PART 1 - GENERALv= 1,1 RELATED DOCUMENTS ,1 '!777 •��y ;. A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. �; i 1.2 SUMMARY ^• A. This Section includes the following: y ; 1. Single-duct air terminals. B. Related Sections include the following: �k 1. Division 15 Section Duct Insulation for external insulation of air terminals. 1.3 SUBMITTALS ��r•a� �,54>ti��•,.,.t, Gt5'i t:F+S�,%')M w,l �Y. M _ F l � A. Product Data: Include rated capacities; shipping, installed, and operating weights; furnished specialties; and accessories for each model indicated. Include a schedule showing drawing designation, room location, number furnished, model number, size,�:� and accessories furnished. r1'C 'a?x 1 B. Shop Drawings: Detail equipment assemblies and indicate dimensions, weights, t t loadings, required clearances, method of field assembly, components, and location and g q Y� p � size of each field connection. Iy' 1. Wiring Diagrams: Detail wiring for ower, signal, and controls stems and g g g P � y differentiate between manufacturer-installed and field-installed wiring. 7 Y�r,4x na'•�1 C. Maintenance Data: List of parts for each type of air terminal and troubleshooting '� 7 maintenance guide to include in the maintenance manuals specified in Division 1. x ' 9 j F-t 1.4 QUALITY ASSURANCE A. NFPA Compliance: Install air terminals according to NFPA 90A "Standard for the �.�•, Installation of Air Conditioning and Ventilating Systems." B. Comply with NFPA 70 for electrical components and installation. 4 3 avrV��v f !Y 's C5-4199-00 15845 - 1 AIR TERMINALS 3i,• RO—3/19/01 }; et .ja1r��t;--..i„a• �., e�uw..�.,�.x.,'^^ � t r"�.r:^::ss^r•... y.,,.t,n,n,w.r, :{'• r..y^t'S;s::Tr}}YLt�,e, 1 �p�:Y•� wj:.,,,..Y.'. ..f. < r f t 1 3 t s r H f;, rt�'�".'n, n,.:•r• , �5v.-t r, '.$r ;r >s?... , t r r lt'r. 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'�,�'E �5tf;,a:a�'L�;:i1;:: .`."� ':�:'+. .c ++..,.4y.:✓h.:,l x:':..,...,_....... .i.x;,.,..,..+.•,-.,,+..h r....<., ,..«..r..+r.,.....u.......,..\.... .. ,:. ...., t �t � t .. p �'£ ��a{} ��`��x5� lritW. 3:,, i ..,....«nn.r+.•1+.4.a.cnK.J,%r.. 1• `1, ' .\ . .. v.wrdw,+7hMkrF,FRCY4i.R�'MM GM.rd01N.MA` � WATER POLLUTION CONTROL FACILITY EXPANSION r .,. CITY OF JEFFERSON,MISSOURI `?` xt.1 ;� ••+1. i� oaf '�ir'0.�.:#.�. PART 2 - PRODUCTS '" °taJ tt'' 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to the following: 1. Air System Components; Krueger Div. 2. Environmental Technologies. >4r 3. Nailor Industries Inc. f . 4. Titus. 5. Tuttle & Bailey, Hart& Cooley, Inc. s -DUCT AIR 2.2 SINGLE-DUCT TERMINALS Volume-damper •tl A. Configuration: assembly inside unit casing. Locate controls ., components inside protective metal shroud. ' B. Casings: Steel or aluminum sheet metal of the following minim um thicknesses: 4 1. Upstream Pressure Side: 0.0239-inch(0.6-mm) steel. j 2. Downstream Pressure Side: 0.0179-inch(0.45 l,}s�' -mm) steel. :i: cc , ,,.`4. . y4F'r4 3. Upstream Pressure Side: 0.032-inch 0.8-mm aluminum. .' :, Rh ,K.IYly 1 4. Downstream Pressure Side: 0.025-inch(0.63-mm) aluminum. C. Casing Lining: Minimum of 1/2-inch- (13-mm-) thick, neoprene- or vinyl-coated, ► sv5`i> ,:�'� `'� fibrous-glass insulation; 1.5-lb/cu. f. (24-kg/cu. m) density, complying with NFPA 90A requirements and UL 181 erosion requirements. Secure lining to prevent i delamination, sagging, or settling. t�Y'r� 5� n 4 .i�1+w�'!S ylF4g5 r}'S'�jY i z�, 1. Cover liner with Mylar film. i D. Access: Removable panels to permit access to dampers and other parts requiring '`'' � :• ," service, adjustment, or maintenance; with airtight gasket and quarter-turn latches. i � i E. Volume Damper: Construct of galvanized steel with peripheral gasket and self- `'' ' lubricating bearings. u , 1. Maximum Damper Leakage: 2 percent of nominal airflow at 1-inch wg (250-Pa) inlet static pressure. 2. Damper Position: Normally open. ' C5-4199-00 15845 - 2 RO- 3/19/01 15845 - 2 AIR TERTERMINALS 4: r ' t I: � �t r'3$�i'�'f ",><�',�i�±v_F�,,,y,',^y�C";''e� °'".9"p"kSt'�'fx'�'xl�t" tilwrol;�r#"f!"7!",+effr ,,r*�u+lrnjwr�"'?�,a " t.?�`.n,�t "'�{".".�'ry1•p�`'y'1;"",y?!,'' ",� ><.'�z#^,`tn�ra"�.Z'k°.ttr,�� r I, tt• 7.. °Sff�l.i�6:t{s�fr��;if{2,..ay i�n..'1ar`�P'yIFi�:Sa � .,y�.,t �1r��:1s;'.'f l� i{f:3{-a§ :'!1 tt i r ��'7�±r�k{",P a' J l.�s f i� .)`tt M7�fF`.�fr.s-.§ �4i' �',,� �;. rt' .yt' '`�N,•4 t;�'��f�t'f,' ;L'.,.;f� r�h,F 1�•,-.tSe�,:r.y�r4.N 1,.t.l.,g�r�-r4 t�.,1i4 h('e`ku',r`.i,C;:1"�D,'t r rr,r s..�;i f 1l..}5f#.y({S +t'.. 5c...'D r y�b.i;}t.�la.r T.�),'�,a#t i.:�4•t".,q•�S�'1,sY;`,;'r b+?'i r tt 1..S',,(C'.;';{',Fy..��t,.t�?, i^mlAi PI� t �).t�.,,7 i4,✓tt,f,.. ?,v.5�f r t T.��zr;.J✓t',�t•G^'.��f.+S rr ti?'f.tf s i•.'Yrt trF`:!'s'>?eJ J,.;F"t•tt rf�.,t.:;}•`i,ti as`i;t•.,s`..."n s+-y t r',tr.#rr}'}'.r f t.rri`t„'r,t.l.j i.t`t..i St 0" ii r y{�1�,e�:F;ms;,�e'Y v.�;r t`.$N.t/fi"tt�Y°t 5t�X.•"'5�'�1. >4t,Fiz.,;",;�:?�,,r e•+�7.'+,,p��iy,.7.�:f 4`¢+, • 4 t. !, •tf`ix4Ri'a`St}b.Fa YiF � iy•�{+ >4�'' "` 3i,�.�'a ' F >:.xdi `t�•'4�.;t��r;.ir t1 .•{. t„; 4 t�=,y• t:1 r.b,�,;�;t}'f ttt�r,?y.iNt��r h._ t ,�• f , ? :..t 1k3. 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WATER POLLUTION CONTROL FAC ILITY EXP ANSION ••-aA�� •;�� ,z-.� CITY OF JEFFERSON,MISSOURI I t {i, U`�,Y,rtE;��r�vw�•r`3�,,,7 X;r F. Hot-Water Heating Coil: 1/2-inch (13-mm) copper tube, mechanically expanded into sv aluminum late fins; leak tested underwater to 200 psig ( ); factory � -p d uncle 1380 kPa and installed: ..:1 t E'�i`X:y4•,yi'7(,7''lM�-ra;'�'i:<'n`3 G. Controls: Damper operator, thermostat and other devices compatible with ry temperature controls specified in other Division 15 Sections. H. Analog Electronic Controls: Damper operator, microprocessor-based controller, and ' t' thermostat. ` 1. Sequence of controls for units with heating coil to provide cooling with r proportional hot water reheat as follows: a. With room temperature at setpoint unit delivers minimum CFM. An in- , crease in room temperature causes airflow to increase, reaching maximum ; CFM 2°F above cooling setpoint. ` b. On decrease in room temperature below heating setpoint, a proportional valve begins to open. The water valve is fully open 2'F below heating set- point. Ea 2. Sequence of controls for units without heating coil to provide cooling as follows: "+ a. With room temperature at setpoint unit delivers minimum CFM. An in- ' crease in room temperature causes airflow to increase, reaching maximum �� ;,,, t,•Y�`.4 CFM 2°F above setpoint ' � 2.3 SOURCE QUALITY CONTROL A. Testing Requirements: Test and rate air terminals according to ARI 880 "Industry a Standard for Air Terminals." sth: B. Identification: Label each air terminal with plan number, nominal airflow, maximums -;,7 and minimum factory-set airflows, coil type, and ART certification seal. �r��• ,r '� `�a-.ts, k 4gd.rtyt, PART 3 EXECUTION ` `'^ !ref• ;. r,• s. r• �: r` rs Yr - 3.1 INSTALLATION kg, A. Install air terminals level and plumb, according to manufacturer's written instructions rough-in drawings, original design, and referenced standards; and maintain sufficientk � �t 27 clearance for normal service and maintenance. P B. Connect ductwork to air terminals according to Division 1S ductwork Sections. }? h: }' 3.2 CONNECTIONS A. Install piping adjacent to air terminals to allow service and maintenance. y , X75' ��• � x�:r C54199-00 15845 -3 AIR TERNIINALS t r?1 RO-3/19/01 'J �kbb4t' .�' ;.. ae`7 .lf K,��Y�,`+v'L'r^fit,'.'1�'•Tt!$"�:`:"�:�"sn a.r•,, N!±^?�•^r r><. •:x-r •r.;,a.r.r �eAri�+�: .h '� ,,5�q .;1.1'77 1'vli., '!yi ^. ek�.r..,c 'x•f':tdt,. '.�t!` St '�' ni7i':c ,,a'"'" ,.,Y,°rt"',°"' "�`!""7(', :`�'.'f:r!4'*tt'a'S r:v=;y, •lt.�u.' @�rv'S. .,� . Fy. ta,,,a:aF+�7,J!.r•v1.�tl,,.rr,,.S.y";�,,.iF. r,-;?•' i'r:','�$ t <it i"��:al.r7',. .r; y .."�.r, •;.{- ,r• .4.4�""i„r."�";J�4:-,? t.."�f�r:�Jr( x ,h ±c?. :I ( ��jf 1"�, r`.�. 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','1. .! •.x (i. , t 7 i 't a t{ r'Vlp+. 'dt ::1,I`t. :7.t v_I " ..f: j £1v.,• f hic'�I:rJJx,FS. �i�zc�r M��•ti{�(�-yf.,�,`).�F({�,"` 42.�)�, w } { .. .r. {' ..Y. f r+Stl tra't(d,.rY: �ir'f4'{��i�,},�,, hh'+'•� � ' '`fit a'L .i.• ty Nil r l,.. �t�,f.^ .,1, .j4; .is t (}., r>i+d:tt 't' � i.!'. ':� .1,: + , �)}'7. } i' t}'S•.t vyt.x•v!1 ��. l' .t � 1P14't d Y��' ,Ltj U222 Z'?r; S i r . 'x . r ;'•..•ia r'1 i. `. a :; }t` :'f ., , � } ;.�!r t 'j.`t .:'r ,d'�� "�'��>�,j'� +.3¢Fl�y( ��/nl�t<�� < �hN}Ict+RNVN.tti+..,Gr.S.m....:wra..w.:.:.w..+,.:..._:..'....,.._.,.,.. .....w....o.... ..a....,�r..+.v,'rer°n.rMitu'rc.�t:.4+tf.tr>•t+.cr,s'uw.;'.,w .:1J,wnN.+riicsr.iad.,tt�nx+J+MheAn?I'�Y141�A!t.C)At �� Y,,#� j��f p,uTalltr;) ftu WATER POLLUTION CONTROL FACILITY EXPANSION 91 CI'T'Y OF JEFFERSON,MISSOURI B. Hot-Water Piping: In addition to requirements in Division 15 Section Hydronic Piping, connect heating coils to supply with shutoff valve, strainer, control valve, and �M union or flange; and to return with balancing valve and union or flange. 3.3 FIELD QUALI TY CO NTROL A. Test and adjust controls and safeties. Replace damaged and malfunctioning controls °j and equipment. a 3.4 CLEANING ' 2 � A. After completing system installation, including outlet fittings and devices, inspect d �, exposed finish. Remove burrs, dirt, and construction debris and re damaged pair finishes. r 3.5 COMMISSIONING 4114 A. Verify that installation of each air terminal is according to the Contract Documents. " ` %' � '� �% {F1 ( � ! A+ B. Check that inlet duct connections are as recommended by air terminal manufacturer to .1 r � ;, n; ';I achieve proper perforn-iance. C. Check that controls and control enclosure are accessible. connects complete. •,.� ��M=�4,; ;a��=�.�+c4,•�,nr�. i D. Verify that control connections are E. Check that nameplate and identification tag are visible. F. Veri fy that control s respon d to inputs specified. ed. 3.6 DEMONSTRATION A. Engage a factory-authorized service representative to train Owner's maintenance IN, personnel as specified below: U51 •„ '.:7` k L Train Owner's maintenance personnel on procedures and schedules related to startup and shutdown, troubleshooting, servicing, and preventive maintenance. 2.- Review data in the maintenance manuals. Refer to Division 1 Section "Contract Closeout." 3. Schedule training with Owner, through Engineer, with at least 7 days' advance notice. f:4' 4�? END OF SECTION 15845 µ j . y+ C5-4199-00 15845 -4 � AIR TERMINALS �- RO—3/19/01 IT ��ryrrs!.,, '3 >sa,F°'C""�'^•'°'.".,""Y'n IN[tit apN (,.r..,•°.•...;r-'s^ rW s'4tt`rc ++SXRy}R'f YN�,i,tr."," ,r4h .2� t.• 1.0 v j 'gt':G;r-; k G±a;.y'yi1.�d�('n. :a`,TY 'a t y,',L .. ,t s Y t f ✓t' , iy:7 z t^><"Fi }}`i t`,r` F¢rp* ye* ,t'�� i f "'> �' r i3'(,Y�� s ;,•�!5'?ii 4b 1i.��,t r� }t:s,;y a gt •, ;t'�s'1�,51:,�.A� ti;".' +'t (y �4••,.3„ 7tS,� (, ':rt: r�::, �t'�, '•��. dl ;{^'.v �} E �ifi{p� �I+s d r c�'�!5{ �' � 'r }a t71 �t d 'il.sl i, t"•.f1x X714}i ilr'�IjU t�T• v'�.'w�k'�Ar�� Y0�7' °t5 ..5}�' ¢d�t�,x,} �h -+4' •iG:+�H;+�r��")`��s'� t.�a�.`:�:� S',7i,•�1�`{.,t �5 { 'rr 3tr r 3�. i ,u��;�•'y: ,s ,xw , '�, �' t: v { C' p�}�t#'��rr�td�'3`�' 7:�"�''` t.n. +,IrIJ.!l`�f�x "J��Y� rd't,•� �^!1� + .F`•s��F3 fit' tit( .tffl. ti�i �,y 1;�' I. J 4fJ{�'xar §f tb A�t�.r(j�r,°sia ��s�l,, q ,+�'. k Sf +.1 ! !t t 4. r .q,}) i• . C,a t t9 .s.!{ .i? a (. �� t+mrr F ¢}. 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Ff ,}{� ��d',7-c`:: 1)t7.t�•` �.{• � 'v�`,y`' '�} t '<1 ri..F�itiJM+iYNw%.t.'.:i:+ ,.._.,i1}.}... ..,. a1.,-,... .s.,.„{....i.6•n+,rrdkr;r'•.l Cr;nMVl.N4tMd.u.n.R1•..-.,.s,+,a..vU .........................�,. ..«..a<,.. +aP»,u.Y.W�f 24hu•G4r n+:»i��A.ri..«+:n,.n,..,..,.,-1.«.,..r+)..:.,<nrwwAVr +�i44.i'1Ydi.r,`�L«a..u.s�.Si::•' �"'3 �„{Yi,�'il.i V,IEfr.�.5 f. WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI �r3 Y iar I✓i$F'3i k SECTION 15853 - POWER VENTILATORS 'i PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General, Supplementary and Special Conditions, and Division 1 Specification Sections, apply to this Section. ' 1.2 SUMMARY A. This Section includes the following: ' ` (1 •� 1. Centrifugal roof ventilators. 't'? 2. Ceiling-mounted ventilators. t 3. In-Line centrifugal fans. B. Related Sections: The following Sections contain requirements that relate to this Section: ' #��i ,' A! 1. Division 15 Section "Vibration Control" for vibration hangers and supports. 2. Division 16 Section "Service and Distribution" for disconnect switches and for ii motor starters. ',,$`� ;� r j . 1.3 PERFORMANCE REQUIREMENTS r'�r•..J w`rtl `�cc^�i°Stir:�< A. Project Altitude: Base air ratings on sea-level conditions. B. Operating Limits: Classify according to AMCA 99. ' C. Fan Unit Schedule: The following information is described in an equipment schedule a x"s}ISey 'r on the Drawings. 1. Fan performance data including capacities, outlet velocities, static pressures, sound power characteristics,motor requirements, and electrical characteristics. '- 2. Fan arrangement including wheel configuration, inlet and discharge configurations and required accessories. ��` ;A7 configurations, q F�+':il'{,'r,'�4�"j�'Y,.Ir 1 ��r("f`. 1.4 SUBMITTALS 'aah�,,,':;r } A. General: Submit each item in this Article according to the Conditions of the Contract ry� + •. sky;: .+:, and Division I Specification Sections. ''; ' k -; A C5-4199-00 15853 - 1 POWER VENTILATORS k;I�k �j 'W .��!'•gii'1' R0-3!19/01 .",k" ?',;, ,tYt•r i'yt,,,'1�, np•-„r••,..a ,.«w±+nn.le�+rw�,�--. f., t i "{"`t;^r,^,^�., !^M+r'C"'^s?,1 .4'tEr.y'�,."gr."r"{•�•'" ;°'�`,:,y '�' i � ,r. "I"', h.,);'r,�*;,`•.y ,,.;::i},t,.'tif•.�n, f,y,�1, ny�'Z� .,``t L4y: ^S,(, '•i�, .t. 'A „4i� ,ari, +}• {;}j" M .,1 1';;"•rt+ n. .s•t {t,. .E , r ;r 1' .�:(: 1. 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Certified fan sound power rating s. 3. Motor ratings and electrical characteristics plus motor and electrical accessories. norf 4, Material gages and finishes, including color charts. vr` 5. Dampers, including housings, linkages, and operators. ` C. Shop Drawings from manufacturer detailing equipment assemblies and indicating dimensions, weights, loadings, required clearances, method of field assembly, components, and location and size of each field connection. D. Coordination Drawings, according to Division 15 Section "Basic Mechanical ,.. Requirements," for roof penetration requirements and for reflected ceilin g p lans drawn r�lnti '' accurately to scale and coordinating penetrations and units mounted above ceiling. ' . 1 '. jr„x..,. dhow the fallowing: 1. Roof framing and support members relative to duct penetrations. 2. Ceiling suspension assembly members. At- 3. Size and location of initial access modules for acoustical tile. -mounted items includin g light fixtures d iffusers grilles, speakers, 4. Ceiling ?` $ sprinklers, access panels, and special moldings. ;t I,. E. Wiring diagrams detailing wiring for power and control systems and differentiating clearly between manufacturer-installed and field-installed wiring. il' a F. Maintenance data for power ventilators to include in the operation and maintenance manual specified in Division 1 and in Division 15 Section "Basic Mechanical4>Yt ; Requirements.” 1.5 QUALITY ASSURANCE A. Electrical Component Standard: Provide components that comply with NFPA 70 and that are listed and labeled b UL where available. Y k B. Listing and Labeling: Provide electrically operated fixtures specified in this Section ' 11 that are listed and labeled. tr 1. The Terms "Listed" and "Labeled": As defined in the National Electrical Code, =' Article 100. 2. Listing and Labeling Agency Q ualifications: A "Nationally Reco gnized Testing f' Laboratory" (NRTL)as defined in OSHA Regulation 1910.7. �ri all C54199-00 15853 -2 POWER VENTILATORS r•t : ' RO—3/19/01 l fJ r, ��Y !;t t 1}ilr:'. r' ,afw �.] .c:�{'�-0.,e'�ik�.`R;'•.4,^{a'r( f.i,rc .;-^, Y.'{'�Tn,rwT°n�nae�Mu!a+A"•`,'�'.,'","� 'fir. „r.x .f. '•S'�r��.t,•i�.:.-4;..'""Lr,,.j7i!..a.u°'"".�.�3`= Y`�:�t'PCt'�r r��" d,: F :>f �;• �$"s� ��'' `y'' J ..•t..r. .,+;' �?. �i t! n�t. r:..yy"�r.jy"7J','-^.•i�, sf,'Y ';ia? .�. ',:/' :� '�{i'�,',.�riue, ?F;%y„�'+�i'!� t�. 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CITY OF JEFFERSONI MISSOURI ` '' + '" C. AMCA Compliance: Provide products that meet performance requirements and are I " licensed to use the AMCA Seal. p" :' D. NEMA Compliance: Provide components required as part of fans that comply with applicable NEMA standards. E. UL Standard: Provide power ventilators that comply with UL 705. ; 1.6 PROJECT CONDITIONS A. Field Measurements: Verify dimensions by field measurements. Verify clearances. }' B. Da not operate fans until ductwork is clean, filters are in place, bearings are lubricated, and fans have been commissioned, ' r':.j 'f�tl•��L �iq�y�'7�: 1.7 COORDINATION AND SCHEDULING f{ ,n1Yfa'}Yi A. Coordinate the size and location of structural steel support members. B. Coordinate the installation of roof curbs, equipment supports, and roof penetrations. �t Roof specialties are specified in Division 7 Sections. ' 1.8 EXTRA MATERIALS A. Furnish one set of belts for each belt-driven fan that match products installed, are packaged with protective covering for storage, and are identified with labels clearly describing contents. 1f4<�_' '. PART 2 -PRODUCTS ,. 2.1 MANUFACTURERS �tfi r A. Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to the F,��N�• uA, following: 1. Cook(Loren) Co. ` � 2. Greenheck Fan Corp. 3. 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'� '.1F'i;..: <y:."!x'S$;.t1.r.�'t•3' '7A a :,' �, r' '�` `/�i,',�' ,.� .s4 7P r,:i 7 A s t•, t;,° �7�(f,.a}�� . `�.., '°J. '•' y;f!}?.,ia,r[x.aYx;,1}Y.,$ R �k.t 4 C i.513,y ..;t t '�' x 4�ty .,Vt:'y;; � i� •�{�.�v�r*s h�t�t.(r�,) k�y 6�Y( .s. L t r� ty tal,r �v' t titif (Q� � jib} �.c�,!.rca'si+'..1;,�'43� rte' } , �'.,', +'� s�a�l"'� i({;4,,,r,,,,t,l r 1� 'Y�'^gd' Yzis r� .r i \ c,.. 3::� ,., ;?•r•:,.J •'s ,� f �r,. .d17x:.•+;lr.t,.tu'tY:'� it'.3.ba3::�.:�Way...,.t.:nrarS,r«.:xi.;,,,...+..f ....t,..... 1, ._.._.....,n...,,rn.•«+...ru.wev»yr.,..r.,,�,....-....-... ,. .:,:.::.—r.,.t,+.bikw>...�ww..xrd.'.wA•nrrr.M3rtrttvl�'4 v'j�'� 2 y ii WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON MISSOURI , 2.2 CENTRIFUGAL ROOF VENTILATORSd, 4� A. Description: Belt-driven or direct-drive centrifugal fans, as indicated, consisting of i... housing, wheel, fan shaft, bearings, motor and disconnect switch, drive assembly, curb ' base, and accessories. ` B. Housing: Removable, spun-aluminum, dome top and outlet baffle; square, one-piece, ' aluminum base with venturi inlet cone. ` {! 1. Upblast Units: Provide spun-aluminum discharge baffle to direct discharge air { ; f upward,with rain and snow drains. C. Fan Wheels: Aluminum hub and wheel with backward-inclined blades. D. Belt-Driven Drive Assembly: Resiliently mounted to the housing, with the following , '! features: t t , ' 1. Fan Shaft: Turned, ground, and polished steel drive shaft keyed to wheel hub. 2. Shaft Bearings: Permanently lubricated, permanently sealed self-aligning ball bearings. 3. Pulleys: Cast-iron adjustable-pitch motor ulle y. 4. Fan and motor isolated from exhaust air stream. f;;,`; q� �' ty' E. Accessories: The following items are required as indicated: ski ,. I. Disconnect Switch: Nonfusible type, with thermal-overload protection mounted inside fan housing, factory wired through an internal aluminum conduit. + 2. Bird Screens: Removable 1/2-inch mesh, aluminum or brass wire. �. 3. Dampers: Counterbalanced, parallel-blade, backdraffi dampers mounted in curb ntSt.+. base; factory set to close when fan stops. �t , :,,t.� 4. Roof Curbs: Galvanized steel; mitered and welded corners; 2-inch- thick, rigid, '•a fiberglass insulation adhered to inside walls; and 2-inch wood nailer. Size as rrf m required to suit roof opening and fan base. a. Configuration: Built-in raised cant and mounting flange. '. • � R b. Overall Height: 12 inches. 4� 2.3 CEILING-MOUNTED VENTILATORS A. Description: Centriftrgal fans designed for installing in ceiling or wall, or for concealed in-line applications. Fil B. Housing: Galvanized steel lined with acoustical insulation. pp�4 3t� ti -s C5-4199-00 15853 -4 POWER VENTILATORS RO—3/19/01 •� Yy .f }k 4 u }''i .} •}�plffrl„�' !11tin(Xr�Rq.!I�sa��Jt�}�y,:{.�7'�'��:r'l'"+AC..�ii. ywq,1 . •,.::,,.,�, .,y"•";�,.Y,`'+5+,�^a.r.Tt.Y)'/:n,t'1'.�i.,'.V.. i.%.•�`t:��i�' :b'r � '# 'Y1 a `j �`,�i v,�• }J r J.;� 1 '�;ft t,l #r.r(. t.X t t A itKi Y �y t >;J}At'r , '¢%' (� !Y ! l��h h�,,-,t• i }'•+�t`-t:�t t rM't� 5�' ..� !� t r r 1 '!t Y T SI i} �'`w i }i a+�'��7;', �r`1�XE" t •,= q S � 4zY j �%a7lr';�,t I. -{y ,i ,5.> 3�"j':..s••!•'Rz'rg Val)? �'r'�'iM"q" rt,� 3- ) t ' tat tAy. �r4 �b ,. 7•r,�; , SP';U:7:f 1Sg,Y', tdr� 11t P 1, 1 "t 'iR. ri ,>}:Y, nl.',it ,.it•}Mst,'.�4'".�}} tfF,;;.Xkj.l>4;175t �'bt\ .1.'rift,11S i r !;{t 1' �.,46a`� {th��rd''. it at-4t1�' ,� �}' Ut�.�3K• j�,s+' � �� t§r �� ..c,. �.sti`t't},,,tio{i �;,, �� N' V'"o l,ia.a, .sni�� yL�n r'rlii.'r if�n 5+��41• .�tt,'l�. ��V� t 93Y,�J,xiv44N f�sy 1tiL7, �<t y.. 1Y� ..4'{.4i1 ? � t� 4 1 r' ,t s `•S. , :.r.�G,}�;y}s a�•7�,1 ;1�i�`i,c'+r't*F'`j4' s1 9�µn r4i`t�`O�z 4�,,;;7 iii 7'{ },��{ J a T .b� r}n 1��t ''•. �•.. �,, �,� 1tY t '� ';�1•,tr+�'r r � t t ai. •1 ��,5^�}t y. ��YS �, Nt��L �j r 1'fi}.' r' �'y >fi 1 r. �.,..� ,3�, �.F. .r i r� t t A•,.;�y:;tr�t; ra��rr �' r d t rl .#a Gi' :r• }i r't -# i'y , l 1', t i'�: �S f M3lS'r z�s.$`S' '��,'B>' r. t" S t+.4 )r.�d •r s .y art i ': it 't�n t'.Y+= .h� J '. c 'Y S b r i dv � `�. • _ 1}; .;t'{��y`ra t ar•c .s' t ` r .. .. ?'" .'.y` .��.'iNi��„�, ) 'l. ,.'I;at'fl t# s4'�r�S• M y{ + :i; � 5 r },1 c � r P +`tt>K '7 ,+@ ;}f•ti3�'. �'; �t�yE;rz`Z. ,rut+, :J, � r?,,. � -'•:.,F tt {. .a: t ): urn?. 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WATER POLLUTION CONTROL FACILITY EXPANSION '��t, CITY OF JEFFERSON MISSOURI ( `,r •47{ ft,!;a [` S `�",l�Jp'•, Ai� t^1.'Y(+r{tit ` C. Fan Wheel: Centrifugal wheels directly mounted on motor shaft. tan shrouds motor, and fan wheel shall be removable for service. iy n. D. Grille: Stainless-steel, louvered grille with flange on intake and thumbscrew attachment to fan housing. �a y `ea ) to }• )C1 ;l.•4f,.,^i�. .,tt E. Electrical Requirements: Junction box for electrical connection on housing and receptacle for motor plug-in. F. Variable-Speed Controller: Solid-state control to reduce speed from 100 percent to less' r ' than 50 percent, G. Accessories: Manufacturer's standard transition fittings. t F 2.4 IN-LINE CENTRIFUGAL FANS A. These fans are both belt driven and direct driven, usually with spun-aluminum fjrn: y :;" '; housings, and are used for small ventilation requirements. t43,'.:. b. B. Description: In-line belt-driven centrifugal fans consisting of housing wheel outlet 6; guide vanes, fan shaft, bearings, motor and disconnect switch, drive assembly, rtt,', „ { mounting brackets and accessories. C. Housing: Split, spun aluminum with aluminum straightening vanes, inlet and outlet flanges, and support bracket adaptable to floor, side wall or ceiling mounting. D. Belt-Driven Units: Motor mounted on adjustable base, with adjustable sheaves, enclosure around belts within fan housing, and lubricating tubes from fan bearings extended to outside of fan housing, f � �t'• E. Fan Wheels: Aluminum, airfoil blades welded to aluminum hub. F. Accessories: 1. Companion Flanges: For inlet and outlet duct connections. S1 ray f�. 2. Fan Guards: 1/2- by I-inch mesh of galvanized steel in removable frame. Pro- zr" :? vide guard for inlet or outlet for units not connected to ductwork. tt K 3. Motor and Drive Cover(Belt Guard): Epoxy-coated steel. 1AAl1 Ntf' 2.5 MOTORS r • w,fj A. Refer to Division 15 Section "Motors" for general requirements for factory-installed motors. B. Motor Construction: NEMA MG 1, general purpose,continuous duty,Design B. 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Enclosure Type: The following features are required as indicated: 1. Open dripproof motors where satisfactorily housed or remotely located during operation. 2, Guarded dripproof motors where exposed to contact by employees or building occupants. 2.6 FACTORY FINISHES - 1ytf4 A. Sheet Metal Parts: Prime coat before final assembly, a� B. Exterior Surfaces: Baked-enamel finish coat after assembly. C. Aluminum Parts: No finish required. rE�•1 'k'bsr:t �: 2.7 SOURCE QUALITY CONTROL �C A. Testing Requirements: The following factory tests are required as indicated: I. Sound Power Level Ratings: Comply with AMCA 301 "Methods for Calculating Fan Sound �'°�' ;.,�''r � ,��•,:. Ratings From Laboratory Test Data." Test fans according to AMCA 300, "Reverberant Room Method for Sound Testing of Fans." Label fans R ; ,r with the AMCA Seal. Ilk 2. Fan Performance Ratings: Establish flow rate, pressure, P ower, air density, speed of rotation and efficiency by factory tests and ratings according to AMCA 210 yy��`5q °; { "Laboratory Methods of Testing Fans for Rating." PART 3 -EXECUTION ` ' `/ pY; 3.1 EXAMINATION A• Examine areas and conditions for compliance with requirements of installation tolerances and other conditions affecting performance of the power ventilators. Do not roce�ed sj with installation until unsatisfactory conditions have been corrected. P , :.. 3.2 INSTALLATIONa?,t; A. Install power ventilators according to manufacturer`s written instructions. B. Support units using the vibration-control devices indicated. Vibration-control devices are a specified in Division 15 Section"Vibration Control." Support I• Support utility set fans on concrete housekeeping bases or roof supports using neoprene pads. Secure units to anchor bolts installed in housekeeping base. 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'f ,t 7 ,t.h4.Jd. ,1 :J)' ..r ,,s'. t.��.l�,f�,a:L en`'.'.t;'n .�J• ,'Gpr. c t iP�h�iP'�,?;.f/�3i'h'.. ),kr�,).;•iit t b "f. } 14: r r, ,',' � } 7: J. � R yij:,Y.n�„1,"pa 3't�',">(` .�b�t rF- 'r�jr•' 4 zar�,��.fN,r-•t�y;N. Y ire S4s ri.. t :'t.Easr j t 3 7.�• ,4.a IC a r r r t.'+f,1.,4, t3� �„ •,!17 .?? .k. r+?k_.,.xw,..xw,�}«.,:�v.st.v.at�«..r..,v,..l.. L'.,. .`�rJ. . ...,.... ..v...(r:u.c..rai*+4'Irt•�Ct'CPt4�4Mlf°'MiY4rM4W.�na�u. .,,....._...... .. ..'.L..,�.+.a$:s.,w�.,wrexikNak'b?AY}rr�,yft!'i'J!a=1FWM♦t,�,,..,N Y.........n.:..,�.....s.axl'.4r M..»«vk-�l+'3a.Cv.:iurEk.:iLi'� x.r�r�� a ,�y�,,� S, r �•� 5��eery l • WATER POLLUTION CONTROL FACILITY EXPANSION k' i' CITY OF JEFFERSON,MISSOURI f� •45 N� 2. Support utility set fans on concrete housekeeping bases or roof supports using t housed spring asolatars. Secure units to anchor bolts installed in housekeeping base, h " lip) roof-mounted 3 Secure fans to r oof cur bs with ca dmium-plated hardware. 4. Suspend units from structural steel support frame using threaded steel rods and y to vibration isolation springs. y . `A" 5. Ceiling Units: Suspend units from structure using steel wire or metal straps. C. Install units with clearances for service and maintenance. 1). Label units according to requirements specified in Division 15 Section "Mechanical t. a Identification.” 3.3 FIELD QUALITY CONTROL ,�,y �'� .'x:,4.:4;t• A. Manufacturer's Field Service: Provide services of a factory-authorized service - •• ;1` representative to supervise the field assembly of components and installation of fans, ' < including duct and electrical connections,and to report results in writing. t 3.4 ADJUS'T'ING �f A. Ad j ust d amper li nkages for proper damper operation. B. Adjust belt tension. 'v ;;,'', C. Lubricate bearings. i' �'Z�n *Yu �"• r> ; 3.5 CLEANING A. A fie r completing installation, inspect exposed finish. Remove burrs dirt and t- ;.•r, w' construction debris, and repair damaged finishes including chips, scratches, and •' abrasionss. ti; ` Err lDSh f•..�F': ; B. Clean fan interiors to remove foreign material and construction debris. Vacuum clean '<;;?; l 6, fan wheel and cabinet. r;� 3 3.6 COMMISSIONING ysrV1k, ly A. Final Checks before Startup: Perform the following A`v' � p g operations and checks before ore startup: 1. Verify that shipping, blocking, and bracing are removed. ,f,« 2. Verify that unit is secure on mountings and supporting devices and that y connections for piping, ducts, and electrical components are complete. Verify 00, w. CS-4199-00 15853 - 7 POWER VENTILATORS tfY ; ` R0--'3/19/01 PI' 1t,v1 ..r Ci+' i;%r;>!•1"�+['11t'l^">''F,xiyi. 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" � �'� r5tJ7r��}'��Y� r• i that proper thermal-overload protection is installed in motors, starters, and disconnects. 3. Perform cleaning and adjusting specified in this Section. ."''`'"" .i i 4. Disconnect fan drive from motor, verify proper motor rotation direction, and verify fan wheel free rotation and smooth bearing operation. Reconnect fan drive ,'/`;�°dr`' �. a system., align and adjust belts, and install belt guards. 5. Lubricate bearings, pulleys, belts, and other moving parts with factory- , �E3!; recommended lubricants. 6. Verify that manual and automatic volume control and fire and smoke dampers in -x. connected ductwork systems are in the fully open position. 7. Disable automatic temperature-control operators. B. Starting procedures for fans are as follows: .' 1. Energize motor; verify proper operation of motor, drive system, and fan wheel. '' z ;r(': Adjust fan to indicated RPM. 2. Measure and record motor voltage and amperage. C. Shut unit down and reconnect automatic temperature-control operators. ” D. Refer to Division 15 Section "Testing, Adjusting, and Balancing" for procedures for air- I handling-system testing, adjusting,and balancing. ��' { E. Replace fan and motor pulleys as required to achieve design conditions. 4 3.7 DEMONSTRATION A. Train Owners maintenance personnel on procedures and schedules related to startup and `! shutdown,troubleshooting,servicing, and preventive maintenance. � B. Review data in the operation and maintenance manuals. Refer to Division 0. C. Schedule training with Owner,through Engineer,with at least 7 days'advance notice. tour of the Pro J eetD. Demonstrate operation of power ventilators. Conduct walking sa Briefly identify location and describe function, operation, and maintenance of each Lei power ventilator. -; END OF SECTION 15853 4 $t r• t`K CS-4199-00 15853 - 8 POWER VENTILATORS ' RO—3/19/01 {� M I l { 1 t V� -' BXar�vg ?a�Yx .« ;i,fs r � .:t� '!"�^rna?�utl'1egfiW7n�°'�". T'•'! t a t� k t fr :,�,�{�,�rv,;wN d:n. •,�,,t ri 1?�., ,}y; .y ?t ioJ,ry f�(r`,r i"`1.i.;:rl'',-.t;r;l�} J ..+.+}s i h iYi St F�,,4 li. 1: s �`i r+J t � pii. r�. Y „� iSZ•�2 G��al 7��.4"v{�;��'�.t , '�.� Y+ �.�.,, ,., .��,1 sJr,%-t: . ax K 'i° ..r� .t,. S i t :{ tr 7 }'1t 4 t'g!F't �(}K�°�Ylfrrb4lx ;;�1}�1 krlst � �l ew,•ty�� E�}r� kt',J�r.r�t �+ Yt� �' Itil�l�v�l iif��ii,i ., ty f,+,r, l ,. i r , ,t G�k,�t .7r. 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'+ rr .{'ask fit- Y" e k i rit a t�{ f .i..,j�,,}};t T � ,v�i't c y;' p,.,a7•FC:1;h.x t.,,.a..:x..c.I..A..4.;_.s. r .s... . :,f„..�.....,.. ww1sM.1,.tY.,r+"¢4t fit"•dnot, R,4t��,.N.},.°4Y.+'.11.,wy.,e,,. .Ja ......w�✓.:,Ilr,',t`ba<Y•tPr1'ItiMW.fi � � Y Al...{ 4 tr`� +� 11�� 1. &V . .... wri..r.r.,..i........,... ."........ .. .....:a,l+.:.:,. t.'�w�ian:..J..«....e. r F .41ppHrk4.� � Y i'T f 4 WATER POLLUTION CONTROL FACILITY EXPANSION ;_ CITY OF JEFFERSON,MISSOURIp+`}'"' � _. . SECTION 15854- CENTRAL-STATION AIR-HANDLING UNITS ` 'a GENE PART 1 RALw=�}tss' +� - .:,`. 1.1 RELATED DOCUMENTS tW A. Drawings and general provisions of the Contract, including General Supplementary ,f and Special Conditions, and Division 1 Specification Sections, apply to this Section. h. ' 1.2 SUMMARY ' A. This Section includes central-station air-handling units with coils for indoor ,a ' installations. ' B. Related Sections: The following Sections contain requirements that relate to this 5.r (: 1. Division 15 Section Vibration Control for inertia bases, isolation bases, and v vibration isolation hangers and supports. f' d,. rftii 2. Division 15 Section "Mechanical Insulation" for field-applied equipment - insulation. ��id:��!�;�.• �.�.��',�:, •,,a' pha*,'::'n'.r??;; 3. Division " r s2=i.NF a#Yn'F 1=•. ion 15 Section Air Filters ti for filters and housings not an integral part of central-station air-handling units specified in this Section. 4. Division 15 Section "Motors" for factory-installed and field-installed motors. '�r ►� S. Division 16 Section Service and Distfibution for disconnect switches and motor � starters. 1.3 SUBMITTALS 41 A. General: Submit each item in this Article according to the Conditions of the Contract and Division l Specification Sections. � r, :'k B. Product Data for each central-station air-handling unit specified, including the <a following: 1. Certified fan-performance curves with system operating conditions indicated. `" Mr. 2. Certified fan-sound power ratings. Y'. t �� {•�I�"3• ..1 + 3. Certified coil-performance ratings with system operating conditions indicated. 4. Motor ratings and electrical characteristics plus motor and fan accessories. + 5. Material gages and finishes. ',• ;�:!�j�-}1: Farr. , '4 6. Filters with performance characteristics. 7. Dampers, including housings, linkages, and operators. } : C54199-00 15854 - 1 CENTRAL-STATION h R0-3/19/01 .'f AIR-HANDLING UNITS �a SIP i7 d ':Y f5t. �JFt`Ref^e(•,,,YY!Jr,Mt�tt �WIMYYP .wK' ^•'[.' ! r+r,w+,.+.. .� _ r 4 ^fir. ( t 1 e 't! 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Shop Drawings from manufacturer detailing equipment assemblies and indicating dimensions, weights, loadings, required clearances, method of field assembly, components, and location and size of each field connection. ,�ififli” 'v w D. Wiring diagrams detailing wiring for power and control systems and differentiating a " „ between manufacturer-installed and field-installed wiring. rr : E. Coordination Drawings, including floor plans and sections drawn to scale, Submit ' with Shop Drawings. Show mechanical-room layout and relationships between components and adjacent structural and mechanical elements. Show support locations, type of support, and weight on each support. Indicate and certify field measurements, F. Field test reports indicating and interpreting test results relative to compliance with ed requirements. af 3 '"specifi :1 �,II G. Maintenance data for central-station air-handling units to include in the operation and maintenance manual specified in Division 0 and Division 15 Section Basic Mechanical Requirements. b 1.4 QUALITY ASSURANCE iN NFPA Compliance: �S •A�,�,,.��.,,., i �: � A. Central-station air-handling units and components shall be '`" �' ' designed, fabricated, and installed in compliance with NFPA 90A, Installation of Air ,.;; ," ` `'k" ' " Conditioning and Ventilating Systems." fl' „ B. UL Compliance: Electric coils, along with complete central-station air-handling unit, warty.h. shall be listed and labeled by UL. �; 1 C. ARI Certification: Central-station air-handling units and their components shall be factory tested according to the applicable portions of ARI 430, "Central-Station Air- .)Handling Units," and shall be listed and bear the label of the Air-Conditioning and Refrigeration Institute (ARI). D. UL and NEMA Compliance: Provide motors required as part of air-handling units that are listed and labeled by UL and comply with applicable NEMA standards. " E. Comply with NFPA 70 for components and installation. F. Listing and Labeling: Provide electrically operated components specified in this Section that are listed and labeled. ; i 1. The Terms "Listed" and "Labeled": As defined in the National Electrical Code, Article 100. C5-41.99-00 15854 - 2 CENTRAL-STATION RO--3/19/01 j AIR-HANDLING UNITS # I ? i,W ��}y`t:C 7".'«�(.V�rV`:,=$✓a�'� .�,'%'��}'nl 1t {..csf��•�t ,,y,: M�:-,-t.; '� > s:."rnJ.' `il .'i�.'.'�: �,y�4 t 4� r6Y rr �' 'k Y`"Cs`t, }�-j',},q,.�s:X'� 7K>y> r frN `9'�•.S",1-1 5.^ ''4 1`Y( #'. ri 1 �tt�V 5 G��' r` t xr.Sit.$+�1 k,Y i "�.c'Y� .' 1. � } t+fin � r tu37.`'u'+'�t` r + t,,. {3� s t 1t ST j.y�ir ,d. , Ott S ° l}'r7�• a,$i'i$r,. , P�'; :.�," {, ,r .�z+�s� �. ,��r r. �� ..✓'f.� �1- RS `is 7�Y •ri,�. 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"..n,w .n s.i, ,�,., J '��! C j,i�yPy j��3t°�, ,at`}fib` t�#e _ .- ,. .,. :.,...,�.r.,..ra,oNxn.ln•rCU trM.:i,.Sr' .., .. .+ x nt§M+vi.n•.�..Mw�rw.nl+a.:..� a:.. .. ,�.r. ....y!A..wc,sw:.,:r',:rsy'rri,�-'±dit :(r.:`u {# Y i. WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, '.,. RSON,MISSOURI 9 Y1 2, Listing and Labeling Agency Qualifications: A "Nationally Recognized Testing Laboratory" (NRTL) as defined in OSHA Regulation 1910.7. ` k'=' G. Coordination: Coordinate layout and installation of central-station air-handling nits installations. with piping and ductwork and with other install g 1.5 DELIVERY, STORAGE,AND HANDLING k r. A. Deliver air-handling unit as a factory-assembled g module with protective crating and covering. ] s B. Lift and support units with manufacturer's designated lifting or supporting points. l ` ' 1.6 SEQUENCING AND SCHEDULING S }LF A. Coordinate size and location of concrete housekeeping bases. Cast anchor-bolt inserts into base. B. Coordinate size and location of structural-steel support members. �24i• ^'Q0...,"i'`kS,t. 1.7 EXTRA MATERIALS A. Furnish extr a materials describ ed below that m atch products instal led ar e pa ckage d •R: ' with protective covering for storage and are identified with labels describing contents. B. Filters: Furnish 1 set for each central-station air-handling unit. C. Fan Belts: Furnish I set for each central-station air-handling unit fan. �•:.�r�., is�t .�=,•� D. Gaskets: Furnish 1 for each sectional joint of each central-station air-handling unit. eln PART 2 - PRODUCTS ` 2.1 MANUFACTURERS A. Manufacturers; Subject to compliance with requirements, manufacturers offering products that may be incorporated into the "Work include, but are not limited to the following: 1. York. ,. 2. Carrier Corp.; Carver Air Conditioning Div. ' 3. Trwie Company (The); Commercial Systems Croup. { ' 4. Snyder General Corp.; cQuay Commercial Products Group. P•� .tr.. 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General Description: Factory assembled consisting of fans, motor and drive assembly, coils, damper,plenums, filters, drip pans, and mixing dampers. B. Motor and Electrical Components: Refer to Division 15 Section"Motors," r'3 2.3 CABINET A. Materials: Formed and reinforced galvanized double-wall steel panels, fabricated to allow removal for access to internal parts and components, with joints between sections sealed.. r B. Insulation: Coated, glass-fiber insulation, complying with NFPA 90A, "Installation of ' ' x Air Conditioning and Ventilating Systems," for insulation. 1. Thickness. 2 inches(50 mm), -,;«««"'jl( C. Access Panels and Doors: Same materials and finishes as cabinet and complete with hinges,latches,handles,slid gaskets. `r<'s ? N9'K 9 1. Fan section shall have inspection and access panels and doors sized and located toic' . he�ri J;y' Y.tf"tn..h f allow periodic maintenance and inspections. >� D. Drain Pans: Formed sections of stainless steel, sloped, insulated. Fabricate pans in sizes and shapes to collect condensate from cooling coils (including coil piping connections and return bends) and humidifiers when units are operating at maximum catalogued face 5 % *.;`°�'?:'4; 'n velocity across cooling coil. E 1. Double-Wall Construction: Fill space between walls with foam insulation and seal x'�,, I a' moisture tight. y u.�, �•,i�,, � 2. Drain Connections: Both ends of pan. }j 3, Units with stacked coils shall have an intermediate drain pan or drain trough to collect condensate from top coil. Extend copper drain pipe to bottom pan. ; A. E. A marine-type vapor proof service light shall be provided in each segment. Each light will be 100 watt service and shall be wired to an individual switch. Lights will ,4gCr{ require a 115/l/60 power source that is separate from the main power to the unit. This � �` ;•, ; r .: will permit light operation durin g P eriods of unit shutdown. kurr. ir 2.4 FAN SECTION ` .-� A. Fan-Section Construction: Belt-driven centrifugal fans,consisting of housing, wheel, fan ;.°;, shaft, bearings, motor and disconnect switch, drive assembly, and support str ucture, C54199-00 15854-4 CENTRAL-STATION RO-3/19/01 AIR-HANDLING UNITS .Z ;•�«*'f, :4;r,.^�*!^+r•+. nlFp+r"!.,a,r�n•.f-!t^;*"- -;.r::li',�•^..'. ,ti� .:t rA+�M�J�W!![,,a,.rnt:,.%f9^.,�^.*,}�'::t.:f-�:r'I'.'7,ta'1a;,+t, f s:F��. ':r y •ter ;s.:n� ':�• t...,i.7r4 St:s .Y:.t..rx ,°fRS,apYtWOJMeW1d►Mfri'`,rX., g-,. a: c ;.t, 'i,':S;_..('•C,fi;'• .rt . •� { {'� •'' 4.s•5?r} ,'l,�t;; .tiic.,...t;`;t :2't 4 ,t4. .s, r 1. 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(k raaG akxerHfMMYt t.f. t ui,..-.«�,....,.:...... ,. f+,� }tfl`� �i .r ,�p•� v SSS A �p WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI e ui ed with formed-steel channel base for integral mounting of fan, motor, and casing q Pp �} panels. Mount fan scroll, wheel, shaft, bearings, and motor on structural-steel frame, r with frame mounted on base with spring vibration isolation.. B. Housings: Fabricate from formed- and reinforced-steel panels to form curved scroll housings with shaped cutoff, spun-metal inlet bell, and access doors or panels to allow entry to internal parts and components. C. Fan Assemblies: Statically and dynamically balanced and designed for continuous , x•;i+A operation at maximum rated fan speed and motor power. Fan wheel shall be double- ti width, double-inlet type with forward-curved blades or backward-curved airfoil blades a,5 indicated. *t .. 1. Backward Inclined: Steel or aluminum construction with curved inlet flange, back 'tKjyk' plate,backward-curved blades, and cast-iron or cast-steel hub. 2. Forward Curved: Black steel with enamel or galvanized finish, and having an inlet p curved forward in direction. of back plate, shallow blades with inlet and ti flange, airflow,and steel hub. 3. Shafts: Hot-rolled steel; turned, ground, and polished, and having keyway to secure 4Y r ' to fan wheel hub. self-aligning, pillow-block-type ball or `� 4. Shaft Bearings: Prefabricated and sealed self-ali If roller bearings with the following: [is;.. ` 11 L-50 of 200,000 hours. a. Rated Bearing Life: AB MA 9 or ABMAV',y;`. ' alignment and belt adjustment made after �° :•� y E: 5. Belt Drives: Factory mounted, with final alignmaYZ' installation. a. Service Factor Based on Fan Motor: 1.5. i '� f('w�f•.t.. :�•�� ., 6. Pulleys: Cast iron or steel with split, tapered bushing, dynamically balanced at 1- `.t�s,F�.: factory. ";y4> 7. Motor Pulleys: Adjustable pitch, selected so pitch adjustment is at middle ofrk,; tY• �., ;, adjustment range at fan design conditions. �� t= 8. Belts: Oil resistant,nonsparking,and nonstatic;matched for multiple belt drives. ; + f g CNA requirements, 0.1046 inch (2.7 mm) t'sr Belt Guards: Fabricate to QSI:•IA/SMA �Ht thick, 3/4-inch 20-mm) diamond-mesh wire screen welded to steel angle frame or ! ; equivalent,prime coated. ` a. Provide belt guards for motors regardless of motor location. ,ibts� 10. Motor Mount: Adjustable for belt tensioning. } r Tli `4-.it'N CENTRAL-STATION C5-4199-00 15854 - 5 AIR-HANDLING UNITS d RO-3/19/01 `' M1 4�ti.Ytry vKOxl� � , �tti� tP .g7F;'S,"G�a' :%C' �; rXat,;,j,�,+.rtn.i,a,r,,4 ,}.,r.,',�r�...,y..,-�4hk.--Y rM r.i,:t'aa:r'.«t:T'r c7 r kL;y a.;rr +°t +^;w?�+m+'�""+"S"!°1,'Y,o.,°.;,•1,'In!","f i;n`z,"1z,f.,+r"'•.+'t.^.-�!+:^t-.ti>.,•.y r'.}r y..f•t',..!.i"C�TZ,,^<.}J'.:r•";tr-�;mI;:r..-,''.,4}5,J,',:-f,:ti'°,t-7,r;>},-!,'�':rY.,.ryr`�4'.;1,":,'^�?iy`R�..'`'".i,'.`'�x-'Cp�i'i°•�'ti'"u;n t 7 rFIT,S.,,y; r•yCf$•{n�,'S f 33r;{t.,..r.c,1,;({';n•;'�ra"-w°`r�`».;,,ly��7(y+; (` 5 ��.... ,� t a J {r.7{ :-� "r .r t b 'k5r ' t r }• r i n t t. v n 7 R :�A, y�h;}t �r tr J•�)'3� ' i x' f" j��Cd, g�^ 't yjty`k�=` .7i .�,k'' .�Y .#= y- !. U, r t ,7 t t'r ~'� „t:l:.'c. r4. ,yr;. er Sr ,y tr �.•t :5.�'.""k <^ ,Y� . f�•'. 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Yt l.t,+rjY,,rYflNYFY.,.un wl.i:.......... ..,.G•v1:, ww0{At 1rNf..F,4. iwtl..nMnT•xl'�X�J^'TaSF:?Slt1�`RM YI�:d'!R!Si� ..- n r"�� R,`«t?,}•fir'•'�u ,� k WATER POLLUTION CON TROL FACILI TY EXPANSION CITY OF JEFFERSON, PERSON Ml��auRl I L Vibration Control: Install fans on internal open-spring vibration isolators, minimum mum .�,>,4•,,rar.?t{. ;� { 2-inch(50-mm)static deflection,with side snubbers. sl+;� 4y�t D. Fan-Section Source duality Control: The following factory tests are required: <. MRill "' 1. Sound Power Level Ratings: Comply with AMCA 301, "Methods for Calculatin r`"' Fan Sound Ratings from Laboratory Test Data." Test fans according 4. g to AMCA 300 a "Reverberant Room Method for Sound Testing of Fans." Fans shall bear AMCA- i certified soured ratings seal. ..� r; 2. Factory test fan performance for flow rate pressure, , power, air density, rotation > ; speed, and efficiency. Establish ratings according to AMCA 210, "Laboratory Methods of Testing Fans for Rating." , 2.5 MOTORS ' A. General: Refer to Division 15 Section "Motors" for general requirements. t B. Torque Characteristics: Sufficient to accelerate driven loads satisfactorily. ^' ''` {'! C. Motor Sizes: Minimum size as indicated. If not .indicated, large enough so driven load "5 pn will not requzre motor to operate in service factor range. iztt D. Temperature Rating: 50 deg C maximum temperature rise at 40 deg C ambient fortr'r� duty full load Insulation). continuous du at (Class A �•"'y ��; �;�t�l � ;��w �, E. Service Factor: 1.1 tors and ,v I, 5 for polyphase motors 1.35 for single-phase motors. �M '�`�''��`�� i >_Nhn tY' 54 v �' 'yrt Fri r. ; 4 " "� +.. F. Motor Construction: NEMA MG-1, general purpose,continuous duty,Design B. ,.al ', Bases: Adjustable. G. Bearings: The following features are required: �� Ball or roller bearings with inner and outer shaft seals. ' 'I 2. Grease lubricated. n Y+, 7 3. Designed to resist thrust loading where belt drives or other drives produce lateral or Eli axial thrust in motor. } t♦ 1 H. Enclosure Type: The following features are required: ±„ h 1. Open.dripproof motors where satisfactorily housed or remotely located during ` 'qt operation. } :f 2. Guarded dripproof motors where exposed to contact by employees or building occupants. i C5-4199-00 15854 -6 CENTRAL-STATION RO—3/19/01 AIR-HANDLING UNITS p, k E { v.' :'!Y,;X;•e=a"� , t = ..�T:,��1;^a�'�r•r!"`^?",'a^,'..^gtv<+c r r,{ , E �^r gg ��? ��e 1 `r{rr��,F.. {nti;�;y tit„rt i r r•?ltg.!)'t y+ tl^tj l+t'Y h+ .t'`�,is y,.�it pfd:i, rx 'v a "• �` i (fit S tt .i', ?`t s4 ,. p��.t, r} ;t d u �, �i ,xty}p' $Ek'(t rrr r� x r tXh i},a - r. s, YJt t9� 4r,y ,t t Y''F`4^ •', *9.," v s`;ylY �G.� 3f t4� ��'It'r z1 1 �Sj•�d '{,{'Y�! 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'tt a}rte•' r`rt�w i .F:r „r`U, s4. 7 r5 Y-• F 7.';at. ,1 st {,SJ....tYh•;.;.;.I,a }`4 YrCr' i�...�tip.:� � �'7it',�s{'�t r;�'1'�,j Mir e} MU'V4.y ,r kt.v * It t t t .t',;i .t;;t .:Y. •:{,,.:, '}«''4;%n:tl .. ,t3 1,,. ;i:, e•r, eg�. N. •.rr�g 1 „�.�,r,�,1sii..S,rw.t;•;H+.t I' p+,t.. 1 1z r 7..,+ tJ?�a}. �r'+i1(ii"�,�;'t4'•`.`xrlG�i'Ssfi�{',{�g 4}. ��3.» `�,Y.$ a � ��'r�r �• yk,•t`a ��'f:1 , k,S�, s ,� t ,r. • t '{t,�. t ;1�.� S rt 5.,}t� .d ir'r E��t i�,� �F�e.�YIf�'4t�.��i �'VF i�' •,r s" !2'v,4Tf ?'J ":rlr'' r.4t't• fin t si4". / r s �i �•r 3.,t,•rs• ;' { t,. 1+^...� �J y�,u�,{�.,,�'„ C�y f ' r , a z t• ;:s:`"r ' z 5 ,yt,,�t f fir" i J7,�s;Stk}_.3 ti4 3 r� i:FE• 1 ..� r' .;ts;�'„{", � t � 3 a�t,;��;1'S�,}i+Y}�.5� 5 �e;;:.,�'•}? � '=srT'A�u.� •. n ,v ,MZ:qq" ,r >s �' s}k, ..'c.•.. s.• "fa 'r, t.;xi•r�..�;.;4k .{it+iyry' '� i�'SF•,s,, 9 +(1�!,tr��';,tsA i}. s�ri��,},,,`�s. F i5 S. �.5}F1 t. n3,. 'a. ..s,,t. �",t�ir i.f. t U �t::A;#;+';fY''ysji ^'! •,'{, ' J>+iwS sw`ir�i,"+.'iY�Gi�tlisru' ±,':r:.nMs r.._.,.... {.., ..W,u.:.•+.�-e+,<..•.n•J},r.Y+iimt'r,Kty'Fiynp�+!et!,c*y!2!i••t .n+.�tun: ,n..«,.� .,,.,,..u„".r...,;•..1+'!gtr;t+N YfIPAt "aH'}•YVAKr•?ev.\a+:M.w........,w...,,...s..,.:s,,..;.,.�b`kw+.fwltu�,Kk3e .�c d: rvt1,`�`�cY�'"F, '.�•,} ' }{7,t:, .;, P WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON MISSOURIt,; C" Y1 I. Overload Protection: Built-hi,automatic reset,thermal overload protection. w° J. Noise Rating: Quiet. K. Efficient Energy-efficient motors shall have a minimum efficiency as scheduled in the tam Y. specification section, �[ ' ,7•<'':'. k•= . L. Nameplate: Indicate full identification of manufacturer, ratings, characteristics,' construction,and special features. ` M. Starters, Electrical Devices, and Wiring: Electrical devices and connections are specified in Division 16 Sections. `+ 2.6 VARIABLE FREQUENCY DRIVE44 A. Variable frequency drive shall be furnished by air handling unit manufacturer, and shallrsn ; 1 conform to the requirements of Division 15 Section"Variable Frequency Drives" 2.7 COILS ',�.{.as'+',;•. A. Coil Sections: Common or individual,insulated,galvanized steel casings for heating and ;xf=� :tas cooling toils. Design and construct to facilitate removal and replacement of coil for ��,H � r�w;;,•�, maintenance and to assure full airflow through coils. :jy� h µr: ” B. Coil Construction: Rigidly supported across full face,pitched to allow drainage. fi � `��`..?.r; 3� 1. Fins: Copper,mechanically bonded to tubes. ;CFA a r ? 2. Tubes: Seamless copper. 3 A 3. Coil Casing: Galvanized steel. '�'��t~• ��'w.`,��. s; 4. Headers for Water Coils: Steel cast iron or copper with connections for drain valve - and air vent, and threaded piping connections, t ' 111�9. { C. Refrigerant Coils: Refer to division 15, Section"Air Coils." D. Coil-Performance Tests: Factory-test cooling and heating coils, except sprayed surface � 5c+ 2:'' •f'{I yo 9 i4Fy'tt• >° :\ coils for rating according to ARI 410, "Forced-Circulation Air-Cooling and Air-Heating `tr r x: Coils." ° ' -•r�,'•:r, xt•'� t '- 2.8 DAMPERSx` A. General: Low-leakage rate, according to AMCA 500, " Test Methods for Louvers, f • ^ Dampers and Shutters,ff shall not exceed 2 percent of air quantity at 2000-fpm (10-m/s) lz face velocity through damper and 4-inch w.g. (1000-Pa)pressure differential. a C54199-00 15854- 7 CENTRAL-STATION <. 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'{..i 1 f X+, tlX i«r•l�'i l' z P{ �'�{. 1:t: y'," ,.s) �,: ., :.�°' t ,S, �r. �• s.'TG v.t, � }ir�'j i ii•. •.ti�''wsik� �ts _i�itae+' fig t:k>• � ir;, v ltrY;(, �ilwtt'h;t��•tS. ry Vii{ r( x. t F: ,",:.t:{v.'it3;�.. 7iytc�+t.,'y� §{ t3 r ..�d' �,N .}i r17.::.t«:L"t::ttil�.Si.�.r� > :....,�.....�.iw.>r;.1tt."•r.4.,rSrxm.fiiw rw�anttxe+:iu,',•...q..:,�.` .. .,.._-..»....fc:.r«wtkenia"t'Anwie WPxxn+nwnt-rinmw,h�,r•..rH..,,,..,,.:,irr,Rwi;.,«r.,w:,l.ttv..�nri.MhtYt •. :t,t,��,��7�y,� d� ' WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI t � 1. Damper operators shall be pneumatically operated. 2. Damper operators are specified in Division 15 Section "Control Systems ; Equipment." , 2.9 FILTER SECTION ,•if�t>��y'�tt air,: to A. Air Filters: Refer to Division 1.5 Section "Air Filters." y :' B. Filters: Comply with NFPA 90A. : fj C. Filter Section: Provide filter media holding frames arranged for flat or angular ' orientation,with access doors on both sides of unit. a D. Disposable Fi.lteis: Refer to Division 15 Section"Air Filters" :a PART 3 EXECUTION ON 3.1 EXAMINATION 3r" �$'r� t :... 1�,- �•? nta;f:'< `1'�•^1! !t ._-f ll of M.I. ., A. Examine areas and conditions to receive equipment, for compliance with installation 1. tolerances and other conditions affecting performance of central-station amts. pr J 1,.4 �ify t��RV r '•,Ji;;$4'31,l�cYfd B. Examine roughing-in of steam hydronic condensate drainage piping and electrical to verify actual locations of connections before installation. C. Do not proceed with installation until unsatisfactory conditions have been corrected. Yy"'( W. 3.2 INSTALLATION A. Install central-station air-handling units level and plumb, according to manufacturer's ;. written instructions. St , :iii r l ni't"t4Y a "' v, B. Arrange installation of units to provide access space around air-handling units for service i and maintenance. 3).3 CONNECTIONSfi ';: tt�� t�tr ;1�n;,Ft.tl ?;yu' A. Piping installation requirements are specified in other Division 15 Sections. The Drawings 'vindicate the general arrangement of piping, fittings, and specialties. The following are specific connection requirements: r .1. Install piping adjacent to machine to allow service and maintenance. yY°. A. 4 s 7 1 a fir, C54199-00 15854 - 8 CENTRAL-STATION p RO—3/19/01 AIR-HANDLING UNITS tai r � 1�ts F y- t x �it J�.!+;�,.3i"z t+}t•'.` ,v fC..,i-}e'�;FK,��;i.r�.:�etx'�+�la'.,l{'Yt S.,i'i ny,k�.iic{i r 7.!ta:wtiF r e+,1 t krr:;4 t t.raw:twtl�1r,.r�t?iJ'S1i f"+�}'4t sr.Aa a i.?ir'7.1,1t,r''t)1 r.''j'4''.t"�;v.7 71J{1.StfwtJ".t n•;Z}ti, +r'',x•Ck 7'ad!ef,}t�v •,x'0.p twS.L•Pr`} N07 st ¢Cyr� . 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" ,}'.'t, ,�.,trr,}�x• r`' `S •4 i ., 1'' 1 t l -!?•u;. lN51„}x.is{;�.;:.y, x;•,t'Xj d1. ;ci ;t�f.'t�'�s-r"�.,ixw.y',ttr ::J°v1'.'i'i'•Y.: '�s'^.r.,'at.,y`.t>,t_-�.,.- L .y t. z, ,�, .;t,;§:.).<; ,t`rN�}.� (� f.a"-P"''�i,i*t1• k '„j�,4''Y ?'r� yy:3 V r r t" , i.�.x•,,rra r�rr�+Y{ { ?��.; •�� ij rrtt'�)t. y1 ,';ir,{�' t# •t t,S.� r ' ,,f .�.'"t „t. i3, r:`� �,v� i ,.>n'rN�i�''iW rti,+, ! t7e, +>'` tP a i :�. .17'r i t C't'r'a.Ai', e�:4""��'"` h• '� ix t S�FrS; fx .5,�. ..r,4t �.4.r ,', f{f ,�..,«t,.a.a,��,:•r�tvt*}dn •t;:,s...."xb.,.i,v.rr•_.y�:^r,•e wt•.sr,.v.r«,:.,,.w ,:.., .,I.v�_ ,•s.'?tFithMi?'rt"+:7,.i�9b•�.!ivM r7am•wr«.,n4.r...»....,........x«,rd:,.,mm11r}a.�^i+wwi+4,4V.tiwti:i"��-.. 1� } � sr t '4{r' ��r�£�Fs�3 lYtini�a x y "s7 WATER POLLUTION CONTROL FACILrrf EXPANSION CITY OF JEFFERSON,MISSOURI r f -t {t t'tit s. t 2. Connect condensate drain pans using 1-1/4-inch NPS (DN32), Type copper I ' tubing. Extend. to nearest equipment or floor drain. Construct deep trap at connection to drain pan and install cleanouts at changes in direction. 3. Refiri erant Piping: Conform to a pp licable requirements of Division 15 Section "Refrigerant Piping." Connect to supply and return coil tappings with shutoff valve r,rye! bt and union or flange at each connection. B. Duct installation and connection requirements are specified in other Division 15 <! Sections. The Drawings indicate the general arrangement of ducts and duct accessories. Make final duct connections with flexible connections. 71 C. Electrical: Conform to applicable requirements of Division 16 Sections. 1. Connect fan motors to wiring systems and to ground. Tighten electrical connectors f (Y ' and terminals according to manufacturers published torque-tightening values. Where manufacturer's torque values are not indicated, use those specified in UL 486A. 2. Temperature control wiring and interlock wiring is specified in Division 15 Section "Control Systems Equipment." �` `� 213 lf'C¢33.4 ADJUSTING r 2 5 >f +si4 P1, g ,) .A A. Adjust damper linkages for proper damper operation. 'r ) 3.5 CLEANING L A. After completing installation, inspect exposed finish. Remove burrs, dirt, and r construction debris and repair damaged finishes including chips, scratches and i F7,§ abrasions. I ; B. Clean fan interiors to remove foreign material and construction dirt and dust. Vacuum ;��{ clean fan wheels cabinets and coils entering air face. `s 3.6 COMMISSIONING A. NZanufactnrer's Field Inspection: Engage afactory-authorized service representative to ,k perform the following: '^ 2 1. Inspect field assembly of components and installation of central-station air-handling '? 4' b ' f units including piping,ductwork, and electrical connections. 2. Prepare a written report on findings said recommended corrective actions. „. B. 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Verify that proper thermal overload protection is installed in motors,starters,and disconnects. s ,,,'sy.,,,„,4•, 3, Perform cleaning and adjusting specified in this Section. .� �� •y L f, JU't}, 4. Disconnect fan drive from motor, verify proper motor rotation direction, and verify R firee fan wheel rotation and smooth bearings operations. Reconnect fan drive .! system,align belts,and install belt guards. 5. Lubricate bearings, pulleys, belts, and other moving parts with factory- ;; recommended lubricants. 6. Set zone dampers to fully open position for each zone. 7. Set outside-air and return-air mixing dampers to minimum outside-air setting. 8. Comb coil fans for parallel orientation. 9. Install clean filters. 10. Verify that manual and automatic volume control, and fire and smoke dampers in connected ductwork systems are in,fully open position. k C. Starting procedures for central-station air-handling units include the following: Ti 1. Energize motor; verify proper operation of motor, drive system, and fan wheel. Adjust fan to indicated rpm. .:i a. Replace fan and motor pulleys as required to achieve design conditions. , nirou. '} A 2. Measure and record motor electrical values for voltage and amperage, (°y� 3. Manually operate dampers from full closed to full open position and record fan j” 1 Y Y P l� � performance. sY J IR, + �+ i4;.rtf� D. Refer to Division IS Section "Testing,Adjusting,and Balancing" for air-handling system 't testing,adjusting,and balancing. Y s 3.7 DEMONSTRATION ` A. Engage the services of a factory-authorized service representative to train Owner's maintenance personnel on procedures and schedules related to startup and shutdown, troubleshooting,servicing,and preventive maintenance. 5 7T j iF 1. Review data in the operation and maintenance manuals. Refer Division 0. ' 2. Schedule training with Owner, through Engineer, with at le..jt 7 days' advance 1 notice. y.. ,Ail 'HT.r <; END OF SECTION 15854 r C5-4199-00 15854- 10 CENT AL-STATION ? RO--3/19/01 AIR-HAN .FLING UNITS ,t' t 4 .,..,��yr.Y .,:�,.:.,;,�„"�'^•,.'�!Y.•^.w!s!nr'!!:,.npvpR?+!!zttr!r!'.'�".w'"',`,;,r'.7.'n)`xt' `t,�,:'•'`y'r:i?�r'T'`'rt"�:,('jt,:,:'+y'°' `�t't:'.ir.c�' 't :.:�f\Tt�R' Y:t . .r 1 u,Y.r t. f , ' ,°1{„ , 'a tk't R i i�'T ,:, .r f r: �.t :-tt}:.. ! ..r, �� i c. j:Y +s ,,.r, �•,.}� s�. .«5.��ti� °,t � 1 �"t SU%t C d .�. 2§`��,. ti+k: +Si{a•'T ..R C ,R. 1 'Ly j,"t y{t <�, t./.+ ''iTx }+. 1 rt tt .t.. *+ °ut' } f�� 7P`s''r}.'{ty dt,�xe^3t's.+.,, ' .1 Mr Y.�,I�N i�''akr,�t .. �tg n'!'y,,hf �0t +x' ;t?t+. tt�''}�:�'•;.:-r':4'v�+.` tr, 4 �' ,r y! :.+ ti , `ff v,t$i,1 >s 2 ' i>,ii"?,p •;•5 ref• t.+rj• 7 d, "'SrY^S`y z+. ,�r� >'+Tl:l �.r:;.>t t�'�<,•rf,.Sti:1ti�..i,��Ch}d:�. ,.t;�' +x S t.!°;r.Y �i. .x+. t!5! l 7 i':..'r 1 �E 7 i�:,� .r� +Ll�' ;.4\`.� �it� +i ys-t�+,d 1. y.•i�1 �'':�}� .c.. ^' ittw�".'1 t {•:+;'.':ttTi�v�•tt':y LN.t:C:'..'y. f �i.} i £".4�s.�'t. , .-�,',i t z .5 , . 4�;:;R t.,.�:pr+ 7+. h�:it F✓t:.trf'T� .r f. '.,�.}, ,.f��yay��J? 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'!;�},yrT.?., •3�, e',J+ .,+ i i s.. ,r :'c, ,af'.i •.t t nJ. , ii}e �J;4\ �',,N 1,� ,1. , �'pt S i i '' L"Y ti��s't `k:t i f;•. !,,t. .(1. i• C C. .S +1 r �`: !, 3 ! �•,l,y`,�y,y„jy <".�. �,",f ' * ., �'t:e;�,t� .iv�'!5 ' '3s3"r'"fiGitAh`a'wa> r t � , !+' ..lt,,Att �• _,Y}.,. �'. 'S�,�; i `!�KS'Y.ri;a,y,_i:;':�a t7 �4i'�:.,fik � re a , :t• S+' } r t'i7��;,1;•3 �� t=;`�x!4f}t !1 t`?.j,sf , .r e. 1 •}t 7,. ' '..S,:iF'jeyn9++,,tjy,'t�,,}�,\,2.r} " '#�i �u.+:rw{.r•Sa::wt:^..'2�.�"L•4....,.n+l;;ir..•,1�.,7i.:�,1 ;�, ..:.,,.�c_:,,......�,.,:r,....,,r.5»+'nnrwra�is`l bra tcrrY,afr v.'criNaeuae-;+k,<v',',aw,Ya,,,.:�;e.............:...«.u.K,..w.4.,a+<.,a•r'.�rrW�tfi'F;'sa,tvs.'s �• .'.. .':ia t• ,tt'��,s " �t +�i Rt��i WATER POLLUTION CONTROL FACILITY ENPANSION CITY OF JEFFERSON, MISSOURI u� SECTION 15855 -DIFFUSERS, REGISTERS, AND GRILLES PART 1 GENERAL 1.1 RELATED DOCUMENTS "llA. Drawings and general provisions of the Contract, including General., Supplementary `'+ , ti and Special Conditions, and Division 1 Specification Sections, apply to this Section. ''= 1.2 SUMMARY ' 7 A. This Section includes the following: F yh A !+ r,c�.r�n•:, fir;+.. ` ? B. Air distribution devices, including grilles, diffusers, and registers. 1 0 5010, Basic Mechanical C. Requirements of Section 1 anical Requirements, apply to this specification section. ; % ,., ': D. Related Work: il" 1. Division 15 -Mechanical: a. Section 15891 Metal Ductwork. a,'.... o�” 5t• b. Section 15990 Testing,Adjusting and Balancing. i E. Cooperation With Other Trades: Coordinate this work with work under Division 16, 7 Electrical to ensure that intended functions of lighting and air system are achieved. , '' , f 1'•�1• v��,Q�iy�,jY.M F. Finishes: Paint exposed devices with factory standard prime coat, or factory finish �;F w•: '-t., ' coat, as specified or scheduled on drawings. Air devices at fan-coil unit access pastels shall be painted bronze or tan to match color of wood door. ° P-• rc !•k+i 1.3 SUBMITTALSLL* `�3 A. General: Submit the following in accordance with Conditions of Contract and ' Division I Specification Sections. • B. 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'fin ei7�r„t�5 ,i:. y y, .)` S., -5. •'Y't;�ti([}��;2)��.f.S+Sk'lr��q,t <� `E?'t 7 A. )S:.A{ f a ,� r ,A jt'�, t aBS.'S,� s�`!�.t> ��;lr.y•'M1r t t srr �S. 1 5; :r a. <� v :t 1�Kfd�:...+z:3�i:<.�..r:r 3:.n..iZ,,..w.,:fi;..s:r,Cii%'a:•46'u.�e».+:4?�..1.• }I....;'c'.n`....... :..,,..;..ti•,vb tar SrA•,++reNX.+.tt}+)ASLt�ts:.i�."�'d•%l r?K•LMiFitrit�il`Wr�Hna>,dxrM:.fwd+..4esii:ttM.l Mt- iYtlNY'A.`Y'�s"''�✓F7{�i`.5�.}k?PS��++�.{'S�.4dF •. ��r �r s •� SSRt� t�? fE. WATER POLLUTION CONTROL FACILITY EXPANSION ,t j CITY OF JEFFERSON,MISSOURI i.ar ),, :t'y+y.'•;�:�`lU;,i h�i��::�:.tilt r, 1.4 SPARE PARTS A. Furnish to Owner, with receipt, three operating keys for each type of air outlet and , A��, inlet that require them. s v, i� yxtd7�{,� PART 2 PRODUCTS '{ 2.1 MANUFACTURERS .; A. Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to the following: a 1. Titus :: . 2. Barber-Coleman +� 3. ICreu er ��>;+��•�;` �'a.3�3;';, 2.2 MANUFACTURED UNITS COMPONENTS AND ACCESSORIESsf } A. Diffusers: n k+I� t..+•y.r, �f. 1. Louvered: Fixed pattern, multiple cone diffusers with removable center cone, : frames and white factory finish. Faces and necks that are circular, rectangular or ;�:� .�•� ,,,i.�,, square of size and configuration indicated. Construct diffusers and frames of aluminum. Use a frame compatible with type of ceiling in which diffuser is in- stalled. e 2. Perforated: Adjustable pattern aluminum diffusers and frames with white factory o e`tr�rlara�Cp� �(s.'i finish. Frame diffuser face with a mitered and welded frame fitted with control- lers for adjustable pattern and compatible with type of ceiling in which diffuser is _��;�,w r�at��,• installed. 5 � w,t 3. Linear Slot: Slot diffusers with number of slots, length and pattem as scheduled ,r or shown on drawings. Air pattern and volume control shall be fully adjustable 1' from face of diffuser. Construct diffusers and frames of extruded aluminum. �>,, (i Frame compatible with type of ceiling in which diffuser is installed, finished with ��) a ,.� natural anodized factory finish. Provide each diffuser with companion duct ple- num fitting fabricated from 26 gauge coated steel and lined with 1/2 inch thick fi- berglass insulation surface treated to prevent erosion. R` 4. Dampers: At each diffuser, provide opposed blade damper easily adjustable through outlet, with operating rod extensions as required for damper adjustment. 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' i � t .7. y ..i.0 }f>x.�f �7 ';it•'�)'i'"n`'r�,�,;.t�r, r� v t`u .. {N m ,t ,r t'L'i,3'4'11`a r+lir.dd� ax�:n:s�;,�.L L��,._:kIL ....,i,, 5:,.,, . . ,._...... .... ... ...�r.....rrn5•c..rinr t;,,?n.!*>Afki i,:,,,:;t. ._.,_.....,. r.. .. ,.. .........,,..,6,uw.ixr+evn»a!al' " ...�„ k s ;r j})r f�,l.xi•�iF±�Y�7 :�d 1 s .o� 07, N(.i. WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI F e t•+' r`' �kh 'twr,rlY i t7Y tit .}, B. Grilles: 1 Double-deft 1. Su action supply rifles made of aluminum, with vertical face blades and horizontal rear blades. Provide solid, aluminum steel blades which are ';r4ty individual) adjustable. Space at not more than 3/4-inch centers for rear blades x Y ad J P and 1/2 inch centers for face blades and not less than 5/8 inch deep. Grille frames rs� of steel with welded and mitered corners and mounting gaskets. Grilles shall have ;a off white factory finish. . 2. Ceiling Return: Perforated face or louvered type grille, with white factory finish for ceiling return. Construction and frame styles same as specified for ceiling dif- fusers,but without pattern controllers. Provide neck sizes as shown. 3. Wall Return: Fixed blade, aluminum grille, essentially sightproof f, curved d N '!S�Lx. : •' �.. NAZI or angular break, inclined blades for wall return. Space blades at 1/2 inch centers " to achieve sightproof feature. Furnish hemmed or fully rounded leading edges. ksira,,^,. , Provide steel grille frames with welded and mitered corners and mounting as- ;�,zr�•�:� �r+� 4. Door Grilles: Sightproof door grilles of aluminum construction for core only. "� Finish with prime coat suitable for field painting. {' ..1 C. Registers: 1. Supply: Double deflection supply registers with aluminum vertical face blades `t 911 ti{; and horizontal rear blades, with an integral, key-operated, opposed blade damper. u Providesolid, extruded alum a blades, individually adjustable. extru aluminum steel Space not more than 3/4 inch centers for rear blades and 1/2 inch centers for face*blades and not less than 5/8 inch deep. Use frames of steel with welded and mitered corners and mountin �h 77 g gaskets. Registers to have off white factory finish. reYr 4' `j;o_ ,.;, t'• 2. Return and Exhaust: Registers identical to return grilles except for addition of an s,x,,rr•",,.��-<,',,t al key operated opposed blade damper. integral , i Y3lr "`: +; PART 3 -EXECUTION 3.1 INSTALLATION T � k,•;r �`r` 1'• `• yF i YWFA'a'.a'S'. A. Do not install ceilings adjacent to light fixture air supply assemblies until installation '' ? t� of fixtures air supply assemblies, return air blank-off strips and flexible duct have �,: been properly approved. Remove and reinstall any part of installation found incorrect. . B. Mount surface mounted diffuser outlets tight against ceiling. Fasten outlets securelyv .' to ductwork with sheet metal screws. For perforated diffuser, attach frame assembly <,<. . Vt C54199-00 15855 - 3 DIFFUSERS, REGISTERS,AND RO-3/19/01 .', ; f,= GRILLES LY" p 0,17 wwF.m90eAw1Yl..'.lislwn^+,T^Y` :,i+[•r� 7 t:i �'}1F{.A.,(n+:• 1 li �,r(�i}.• 4 t �s,K. .F _" fb� Y.4P .�};t,�v !•x;11 F t �Cr�•y ,: r�?F r ,l�e: s tY 1 .r;<4: rs. !"a < < tr, K'•t.?..yyr,Y:, -;�•r ,R4:'�Vt1F.,.s;�! t,•`•, �t�" .r v n.,Si � M•rryyS(P.tft`{:,rR 4s .r t.4..,y�lT.r It w r ,.1.s$ f r1y +, 1 j tt � J �i t:� ,,,aan�, �� el}..S,Yt�•t' �§'� { t�' ':�:t rY,,^ I i t h } n} .Y le,•..�.` �. J 1.4 GI f I'ltl Y•(•,,. �✓, '� .+F 1`" h. ,"t 'dt"�. r x:�r. ! i h a r S 1 b•�A•r +ti: .r«, ,�'�;�.,• ,�i,qy `": W�f .3�.f \Ct S ,.fir col .r S ;` f ttf'11rT,'�:.;Y..,. p',�„(�,1. �p�7• 4j,� ,y t f.. .t ..g1' .S q'�<! 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Related Sections: The following Sections contain requirements that relate to this Section: 1. Division 15 Section "Air Handling Units" for installing filters specified in this '' 'a ,?J'�'`''• Section for packaged air-handling units. 2. Division 15 Section "Air Handling nits" for filter boxes and filters that are •^'fa .., g rah, �k3.' E:•� ` integral with air-handling units. tts��p;�?f�r 3. Division 15 Section "Duct Accessories" for duct access doors required for air filters. 4. Division 16 Sections for power supply wiring from power source to power connection on air filter units including starters, disconnects, and required Y?� electrical devices, not specified as furnished by manufacturer or factory-installed. 5. Division 16 Sections for control wiring requirements between field-installed controls, indicating devices, and air filter unit control panels. 1*y f 1.3 SUBMITTALS {{Nett it )I I A. General: Submit the following according to the Conditions of the Contract andrx `f Division 1 Specification Sections. =;x{ flow ; B. Product data including dimensions, weights, required clearances and access, `'. capacity including initial and final pressure drop at rated air flow, efficiency and test method, and fire classification. ` C. Shop drawings showing assembly of filter racks, dimensions, materials, and methods :' ; r,v. of assembly of components. C5-41 9'9-00 15886 - 1 AIR FILTERS RO M +!4+lun++.!�+..^ r•�r7rr";;rt •!rtb?!.l`•`� ,.ryx'sF ,a....e4, *,.f�.,+^,',q,Z�� T"'ir KvE'i^i.icu,^{•.z:i';lii r t.i5 ,w,"'rw`a"ari° J r.'n ;t'. 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Include setting drawings, templates, and requirements for installing anchor bolts and other anchorages to other units of Work, 2. Show dimensions, weights, loadings, required clearances, method of field i assembly, components, and location and size of each field connection. ``a •: ; Y� P 1 •°r� ,�.r �'C'r 7'kt•'`75�riL.7 :ry D. Wiring diagrams from manufacturer for electrically operated units, detailing wiring for sf'; .+ power, signal, and control systems differentiating clearly between manufacturer-installed wiring and field-installed wiring. -0 M' IE. Samples of 1 filter for each type of filter required for Project. ; F. Maintenance data for each type of filter and rack required for inclusion. in "Operating and Maintenance Manual" specified in Division 0. 1.4 QUALITY AS `` 1 ti SU11..t"1.1'I I.E . 'r5.t.. A. Fire Performance Characteristics: Provide filters identical with those tested for the +:) fire performance characteristics indicated. Identify with appropriate markings of applicable testing and inspecting agency. B. Electrical Component Standard: Provide components that comply with NFPA 70 art Fig�" j "National Electrical Code, y ' r; C. NEMA Compliance: Provide electrical components required as part of filter assembl , ��'!�`r_ J. that are listed and labeled by UL and comply with applicable NEMA standards. V, D.D. Listing and Labeling: Provide electrical components that are listed and labeled. '=' FK,;:r �! 1. The Terms Listed and Labeled": As defined in the "National Electrical Code, Article 100. 2. Listing and Labeling Agency Qualifications: A "Nationally Recognized 'Testing # �+ Laboratory" (NRTL)as defined in OSHA Regulation 1910.7. r�' �` ��" ��`'�;';f�t;f Regulation }- �r 4ti..r Ml ,y E. NFPA r Compliance: Comply with applicable portions of NFPA 90A and 90Bt ' pertaining to installing air filters. ` ' F. ASHRA.E Compliance: Comply with provisions of ASHRAE Standard 52 for method- of testing and rating air filter units. k' ±; G. ARI Compliance: Comply with provisions of ARI Standard 850 pertaining to testing and performance of air filter units. { +� 1,5 DELIVERY, STORAGE,AND HANDLING , 1 t� A. Lift and support factory-assembled units only at designated lifting or supporting s points, as indicated on shop drawings. Deliver with protective crating and covering. C5-4199-00 15886 -2 AIR FILTERS :r` RO ------------ ft's it�kt'•}h j4F Std` S r*i9 i.ti: t :r < P ?�i•�:;R` 3r�•^i^ y � tk 1' !,: e�. 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'� �.,i. t } ?? w, ,;i.t�Y,'gj,r' .91{,)t4+' ,`� ?"•1 aUat� .b 1.. aa.�(,«a,✓....1r_n.r..,, . <.e:. ,,.,.-.,...4:.�iri?rV.u!=w<t+4.iewMis^+-M,am,.enN.,.. .,:.+,.,,-,..uana.dR+an'ire�.iw,w .,w•n.,.«. ,,, ,,.l,ia. f' �' t;'; " tF t" . . . ... ...° _ ......._. .., .. _..._. wasx�.t,:.0..s,.txtr.:.a::•,.,,.�.r �� V •�a�M WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI 'sh 1 � 7.... I.r 1.6 SEQUENCING AND SCHEDULING A. Coordinate the size and location of concrete equipment pads. Cast anchor-bolt inserts into pad. Concrete reinforcement and formwork requirements are specified in { Division 3. EXTRA MATERIALS � 1 r7 A. Furnish extra materials packaged with protective covering for storage and identified with labels clearly describing contents. Deliver extra materials to Owner. s 1. Provide one complete extra set of filters for each filter bank. If system includes ? prefilters and afterfilters, provide only prefilters. Fri" - A' FART 2 - PRODUCTS t; Ui 2.1 MANUFACTURERS t A. Manufacturers: Subject to compliance with requirements, manufacturers offering ; Y products that may be incorporated into the Work include, but are not limited to the - ..,;, ` following: y; xJt; 1. Air Filters and Filter Holding Systems: ` ' 3 a. American Air Filter Co. � s` b. Farr Co. 2. Filter(sages: 'y a. Cambridge F g filter Corp. r•r.n b. Dwyer Instruments, Inc. 4 {ati �r �'. 2.2 REPLACEABLE(THROWAWAY)PANEL OWAWAY) FILTERS A. Description: Facto fabricated, viscous-coated flat-panel r, at P Factory-fabricated, p type, replaceable air filters ,•�,,{'�• with holding frames in sizes and having performance characteristics as indicated. ' r ' a� ':. B. Media: Throwaway media of interlaced glass fibers, sprayed with nonflammable •.,: adhesive. Ankk, C. Frame: Cardboard frame with perforated metal retainer. E: 7• D. Duct Holding Frames: 20-gage (0.9mm) galvanized steel capable of holding media xa and media frame in place, with gaskets to prevent unfiltered air bypass. 1lF` 1: `^ C5-4199-00 15886- 3 AIR FILTERS f R0 klli, ..:i "t t X>i;°`,L�{`"}"?+.:t s1'+fi.t},sr4.n SNt,i,a:.i,,�`,y.Ck'�'",'v�tit.`,bt�t''tIgttt:{t,t r>;tt.„�rn•�'^1,;urFP'•r,',t d'afi,ai ts,}..r3.:,•Ff,.4.,;�v..<,.�r;(,r.;•S a.7,xf 1''-n,•+„:r t'M iti�ig�r.{!ri.r.t.4i. �s�t t,,,r i•� , 1'{J•r!:7 r ut.,r..t'tir*r x y.�,p!a.r�Fr't.:.�t.�{1,',t t:t c}?.1 S..7.�." 4'- �{ f a , C �� },:,�1��* yf,'��,(�i.?(,r?��f ��•�r• �'m +':! rd' ',r x >a�' :�� .��" '�{, t .r r;w•yiS fi '.Y n .+��"i!f; + d .,r} .gi 1 n u3+,,. 4.� y s i Ff {} 5 ,r �7 �l 4•r k 5 ;, '�1,4. 5`' .�. .�.'{:,-.1 1 .xS• N e �..`�f4 ,,,•If.r t','f �t. �t'i ^'uj oaf.. `itr:` t t. .,f••,ir r 1S, ,ir.G.;,,{.�i'r, sz o,,��1:,.hy,}��!.t.�;�; tt,r •e! ati� �-4 4� r�..,,tud ;.FT 1t�< dl `� P 9#i� ,} „ti Lt" .:y.t�''.pp', ,'y',�,r.,'/1•�t�g4tfiL�C�: ,t �}'}r () .� 2 J.+ rir{x:t � 4�:'�tkf:.�.'f'. ,t�tK3r�� ) �-;'"+'dF;',;h�.{, 9. .frF�f � ,l��g�t{ •� �' } rtr eYiYi•t,.37'yrU„S,t,1 }.•{� i` r? 4. ti'r1 t.C f,, r;�+f.,f.,f, 1•i,!�+ �? , .�r ..tir:. nt -I zr .i r 1's?i K+ ��d`t. ��yw �.P�{'-�k�.:+ ti..{.. �p{% �S� �•�t r�7 r i. ,�i.�� r e�lr �.A1.r✓�/jr_; �, `�a � ..$ .1 ,r t,�.8�` �� 1... ,fit. ;'+`�T�a�� .�P'e. }J . +.td ,T•S�"i:: Pl!} •..C;4i�..k$r'3.�F r f k �}� I rl; Y �,' ,t. �.. �3 .L ' .r } r k...i' ''(�'1 �:�d;,�;j:(i�• 9°i � a�^ ,Ft J�y i ,�}i ;E ti .•� }4f'� `i,.,.:ti� ry9y.,/ �'.1 f �t+', .,� w b�. 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L1,m� �0�{0. lty �(aj} L •,a i. •3+,"k,5',+'ysf� f'";.x''¢��r�t},{t.!`fit .)!- ; ` :i y: 4 .K � „F. ,i, 3� � ,#,r. ! r fi*rif33 t fkyy# }t r,+. .. vv:arn.,.`••.s•tw,c>,n��f.bYa,i'#+trr,�s..�twlnFAnniaiw lx.aWe+¢Hrihk"+hYa"�`4'Rtt:ti.,^'L�' ?-s�L��..�4.. r .. .n,,y,�`i � .t�a,4 WATER POLLUTION CONTROL FACILITY EXPANSION .;• "F' :'`'l +f CITY OF JEFFERSON,MISSOURI : .;}z.,: :.,. 7sa 2,3 EXTENDED-SURFACE,DISPOSABLE, PANEL FILTERS A. Description: Factory-fabricated, dry, extended-surface filters with holding frames in f sizes and having performance characteristics as indicated. B. Media: Fibrous material formed into deep V-shaped pleats and held by , Y� self-supporting wire frames. C. Frame: Galvanized steel, with suitable fasteners and gaskets to hold media and media frame and to prevent unfiltered air from passing between media frames and holding - devices. i D. Duct Holding Frames: Suitable for bolting to g ether into built-up filter banks. 2.4 EXTENDED-SURFACE,NON-SUPPORTED-MEDIA FILTERS �� 't ' ' r �irrf;irC1,��,r„{li t�...t{•�. A. Description: Factory-fabricated, dry, extended-surface self-supporting filters with w 41 holding frames in sizes and having performance characteristics as indicated. B. Media: Fibrous material constructed so that individual pleats are maintained in tapered form by flexible internal supports under rated air flow conditions. C. Frame: Galvanized steel with suitable fasteners and gaskets to hold filter units and to Md. prevent unfiltered air from passing between media frames and holding devices. Fill ,gU=' D. Duct Holding Frames: Suitable for bolting together into built-up filter bank's. Y , 2.5 SIDE-SERVICE HOUSINGS .� i y� n,}h r ''� �ji•' i A. Description: Factory-assembled, side-service housings with flanges to connect to duct system as indicated. Construct of 16-gage(1.6mm) galvanized steel. ,,_�atF B. Prefilters: Integral tracks to accommodate 2-inch (SOmm) throve-away or cleanable ' filters. jar P5 f�,if"+'� '''•,i C. Afterfilters: Integral tracks to accommodate 4-inch throw-away or cleanable filters. Y D. Access Doors: Continuous gaskets on perimeter and positive locking devices. i' Arrange so filter cartridges can be loaded from either access door. +� ,t E. Sealing: Incorporate positive-sealing gasket material on channels to seal top and 5 j bottom of filter cartridge frames to prevent air bypass. r. r�t� F, r C54199-00 15886-4 AIR FILTERS �r R0 3 .. 2.4} ,;r. ,FF,+1i.}"'7,•.Y,+.� Ti y1t :„rg a .i �1 /�^yl7t rlf i'?+F.f��t�rc''t�•,"{''F:j:i.:tC'"'✓�.' •. �x •f r.rrr�}.t�' :,s;.a 1 g1Ri1;� :'i�`t',,xt<��tt y�Ykr t.}q.w� hY7 i J f1" 3'Hi'� h J )iY;ij'•,f i 1 L .ti {4 f )'!s,`•. H'• { r��yy .ww.w•r 1�;;'�t v+2 J• S T t° 't Y. a• Tf• 4ftr�• `�f` ,a � ,Ch`}!{r ��.5� � Sh' �f{y t��+t4.�a f�"ll'•rf ylSfrl�v�:i�f t l�'�tf?+�u;�,;?. 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F' y.:. 4 '.F 1 i i. , r, _',t ` .t .T}•1. 4.�7,,. ^'i:}��7t1�' �t' � � s(j�r.,� e. z"�,�c'Y5,..1t�sS:�}yk�+'� 1;w;'^;�`r '1:.Y: µr,J? :E• t '? , :r' zi ( .+. yt. }+. 1 'd; t.pp 7; .t' tff�r k%tj7 g. �.•N �; ��, �:'1 it iu.rt'r' ,�b r ! y. t iJ 'P} � t { +� 't s�ilf�l°11 Jrp+rin �3+:.�r�.,t�. {^ `�.:7.•a 7 i+7LW; ;wiwiriiitrloa3eb4.tiJi,*...i. .,. ., s, .,.c..LL«u«.....uf...,ww.>.t+ii�wxdlih!�°jt�l�:�i.S4k4'rt x..nsrw•b...,'. ,+n...«,.......,..,.,..,....+_,.�,.,:.:.,.,w,>rsK idU.'ttMnTt@ 7�'M.N+k4ALdVd,ic6W41TFMM+i�:.•i+'»,.4.ww.,�<::v..+..FM•likii.�wk�C�PksuYU:i+'fp"w,..i.;:..at��i}.�'�yv,.'! � yY, i t4;rE:rry{'•�1�t 3"7Fp'71,,,>rf3`'iAi' WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI 2.6 FILTER GAGES '- th„iPAa.AlG' r,r ,y .. { A. Diaphragm type with dial and pointer in metal case, vent valves, black figures on 'i white background, and front recalibration adjustment, ,• „? 1. Diameter: 3-1/2 inches(90 mm). r t 2. Range: 0 - 3.0 inches w.g. (0- 750 Pa). , 1 P �1 r B. Accessories: Static-pressure tips, tubing, gage connections, and mounting bracket. PART 3 -EXECUTIONa� 1 3.1 INSTALLATION to {� f-dy,�,;+,�•,. A. Install filter frames and assemblies on housekeeping ads where indicated. '._ B. Install filter frames level and plumb, following manufacturers written instructions, rough-in drawings, the original design, and referenced standards. C. Install air filters and holding devices of es indicated and where shown following air `' `` � " .. . ' g types g �� .��7 ��4?w'.,.:•'.'u: filter manufacturers written instructions and with recognized industry practices tot�Af> ensure that filters comply with requirements and serve intended purposes. T'}�Yt}�; ,;Y: L' D. Locate each filter unit accurately in position indicated in relation to other work. '` ` ��''y E_- t Position unit with clearance for normal service and maintenance. Anchor filter J holding frames to substrate. s ';;:: : E. Install filters in position to prevent passage of unfiltered air. rri F. Install filter gage for each filter bank. _ , 1. Install filter gage static-pressure tips upstream and downstream of filters to indicate air pressure drop through filter. Mount filter gages on outside of filter': zf housing or filter plenum in an accessible position. Adjust and level inclined ' 1 ; gages. Pressure sensing lines to gages shall be equipped with shut off cocks ;Z adjacent to gage. > 3.2 CONNECTIONS s A. Coordinate filter installations with duct and air-handling unit installations. ,• n, �i �,t�.• C54199-00 15886 - 5 AIR FILTERS ' i.. RO ` o, ti4, IJ*•s P�w�,.,..�.-�-.. ,Ym r:vr;,.,.,, r�^^^v ++x k .v' •f Jti+ l�i ttci r ,h.. t fm� i '1n' A• Y'. 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Y t'71..• .,1. :'1':•1Y ri ,'i; ,1,, 1 :�`t .4.d'�.{',Z!' { ,�H';1�� ('�g }•� �,(I,•t<� rg 7n� `�E•- .I.il.. rs��k,,cr•5'.sh s,:r s;Vt� ,.*;..,.. :•,.:...th, ,.r:<, i,c ,'F x at' 4-•- t 'r rt: sa.+t,r, ..r.};r5T.'�:41)r....:s}., >;3.f'�4 y.tr>17 '✓ ,.5! ,}. :!'� .0 , .�.. Fi�'� �'4''t'f� 11"t��Y�� s:i,= � .., r. rr, � V , Sr r' .,�,, j�'�j.i,.Fir �,)�C''nr dfi.,y=ii�,.y,tt.��L '1�'F::t,, x�Y ;x • c7. /. , � +, � r T +y, •s t { �1 ,c.fIV S�rr r T. �,i�v'°,t '�,. �'. r 1 ,p4 41 WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI 3.3 FIELD QUALITY CONTROL A. Manufacturer's Field Service: Provide services of a factory-authorized service representative to supervise the field assembly of components and installation of filters and filter frames and electrical wiring. Report results in writing. 3.4 CLEANING A. After testing, adjusting, and balancing air-handling and air-distribution systems, clean filter housings and install new filter media. 3.5 NEW FILTERS DURING CONSTRUCTION A. During construction, new filters shall be installed in all equipment utilized during the construction process. The filters shall be replaced at the static pressure drop, or interval as recommended by the manufacturer based on the environment. END OF SECTION 15886 01 12 n t C5-4199-00 15886 - 6 AIR-FILTERS:, RO T iiii tj ,f'+ .:,t 4a• tY,3'+.y+ P t,k2 .:Ai�J'iy'h y�y ,j;`��` T;7 . p;:asp'{. �•'...:u; * ..i:.t., r. z r t' I J.;':�.. 'P►�F�� t� Et,. .ice'17r.. .(� p�e� .�„[ �,�, ,�r Y: {.' rr}r.�;ti { r �.1A t2 ryf rf '( + i'. I i;i {� ,:It t•!41s �;..Y•.�tti` ji r:.grc-{ ftys+ 'fit- �"t `•{;� .��t ��iiyz'd t�� f�j�'"�y'lt `L, y��y ��Ic �C.','1}.q,^y,`f',•j t'1' :::':'i�'1t ;,17. ".�' 1 1: �� }i '.ii"' :�.S�S;S�.,r r<ax+f =5. .,! 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'�. s".t;4 ,arc"; �iS��1{{' �i::�'r`i� : �k:� f�..t .:!T:� t '� ' r t7Y>�'tmwx. ,.,r � ..,,..... �' ! r {j'$�5+�t.- •Yat: 1 F �{, YiM�1YWfk�48M.i�,4:QiwLnirA,r4+s.+YV:.:JL.�'..:. .,4.,.'1..>..,;r-wr:..:.G+iY,`i(r:+•R c$'t JS.T;: � '(rlr:pn.p ..ri.,k,+,.-r, ,_..,r.r..a,d..wv,.Jr:trt�!r,PN'Mr:R.4h!rJRl4!`:M'R'Nfi�.+rr.>.r..r...rr.a4....:.r,.:i.,.wLa.b v..:,+):SW,IYYM'wrrV+.�,..>aiirsY:.{:.h:, �)�„�,� i,TS. z} WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI ' 55�y::- 'k'•tr''' 3'i SECTION 15891 METAL DUCTWORK PART 1 - GENERAL 1 1.1 RELA1`ED DOCUMENTS A. Drawings and general provisions of the Contract, including General, Supplementary and Special Conditions, and Division 1 Specification Sections, apply to this Section. +?c;'+ ; B. Requirements of the following Division 15 Sections apply to this section: 1. "Basic Mechanical Requirements." r r ' t t 1 2. "Basic Mechanical Materials and Methods." h ` 1.2 SUMMARY p` ` { � A. This Section includes rectangular, round, and flat-oval metal ducts and plenums for � .0{ 1,: ' heating, ventilating, and air conditioning systems in pressure classes from minus 2 � 4w ix inches to plus 10 inches water gage. >�.. B. Related Sections: The following Sections contain requirements that relate to this .�•;i1;:•'r, � ti �_ Section: �j4.'�11?:,1.� 4 �;�?^",>`:% '+r�'i�'4'rk';f�F Y�.•:t•,+'�`i 1. Division 7 Section "Joint Sealers" for fire-resistant sealants for use around duct 'f{ penetrations and fire damper installations in fire rated floors artitions and walls. t+f 2. Division 8 Section "Access Panels and Doors" for wall- and ceiling-mounted ac- ,'•.;p.;J,s try i�'ryl'' ;:i5, ac- cess panels and doors for access to concealed ducts. f'`�..' '.;.�� 3. Division 10 Section Louvers and "dents for intake and relief louvers and vents .t<:•:=.':. connected to duct systems and installed in exterior walls. 4. Division 15 Section "Duct Insulation" for exterior duct and plenum insulation. r.t Xb,i ti y�y�f�t` r•S.S� , { 5. Division 15 Section "Duct Accessories" for flexible duct materials, dampers, ' tins „ . duct-mounted access panels and chars,and horning vanes. 6. Division 15 Section "Diffusers, Registers, and Grilles." ;Wt� 7. Division 15 Section "Testing, Adjusting, and Balancing "'' 1.3 DEFINITIONS ,} ? Iwo A. Sealing Requirements Definitions: For the purposes of duct systems sealingrx;$r.:;: it itified in this Section, the following definitions apply: xt{ ; requirements spec SS. yyr on, (�i 3a 1. Seams: A seam is defined as joining of two longitudinally (in the direction of air- �r flow) oriented edges of duct surface material occurring between two joints. All }r' r ; other duct surface connections made on the perimeter are deemed to be joints. 2 Joints: Joints include girth joints; branch and subbranch intersections; so-called _ duct collar tap-ins; fitting subsections; louver and air terminal connections to rf+� g5' t •z1.)yY. 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N; �r�, s�13�•,1.-.x.i At<x t,�ryt.r.rE. ,T.,SfY. xl�° r• •+ ( r t;`i � � t6i' ,•t'ttit d�k.1°��fl�{,. � �l• y ��"�:�(ti'r•' �r`3 tk{ e 't.i�� rraac ;.t - t t i §pte a-3.,�'�.��,�, 'fn�^s t �:'^, ya'=tN f�µ.'.;+aid'i 'Ji;4!tr;'tt {�Lt r a 5 �"t,• F-i, w t '! ! r .r d of � 9 i `t,; ° ,.j H t t 1 ( 1' 4yyy f { i••'i�f f'NFi?� 5 J} I.� , iiy1'rX''sa,t` afaryl s'' .. h. .,t, .. } ; :.• '' c 4",: ,, Y S.-F '�C,Rr°..1� �e6.�r°,'..�t%z W SJ..utkc5rs.�iw3ww+d:.:...aw...t ti..,.:,..t �' :..:.,,......o.,t »:rr' .ti,r•+.f.e.»:..fit<.......... ........_..... t ....,v,,.,..o-»« ..tfa.wwk�+#CN'RMCm4fMK.;�!3f.�ti��'a�l��'�J� V •'+wMy°"arc.t, ;G.�+ty:`:. WATER POLLUTION CONTROL,FACILITY EXPANSION " �.{ 17•�EYi CITY OF JEFFERSON, MISSOURI i•eta t d .w .F. ducts; access door and access panel frames and jambs; duct, plenum, and casing abutments to building structures. 1.4 SYSTEM PERFORMANCE REQUIREMENTS A. The duct system design, as indicated, has been used to select and size air moving and +t(}t distribution equipment and other components of the air system. Changes or alterations to the layout or configuration of the duct system must be specifically approved in i writing. Accompany requests for layout modifications with calculations showing that ' the proposed layout will provide the original design results without increasing the system total pressure. 1.5 SUBMITTALS . x,.a. A. General: Submit the following in accordance with Conditions of Contract and Division 1 Specification Sections. r:.sfr..f'' ig r v B. Product data including details of construction relative to materials, dimensions of .,'• � uu individual components,profiles, and finishes for the following items: p g ' 1. Sealing Materials. 2. Fire-Stopping Materials. C. Shop drawings from duct fabrication shop, drawn to a scale not smaller than 1/4 inch }" r � 3�"r : equals 1 foot, on drawing sheets same size as the Contract Drawings, detailing: �f��.°��•+•�,,r. ��li ��4l�nl'1 ��,•F%r 1 1. Fabrication, assembly, and installation details, including glans, elevations, sec- t tions, details of components, and attachments to other work. 2. Duct layout, indicating pressure classifications and sizes in plan view. For ex- �i tv stems, indicate the classification of the materials handled as defined ' ata>>' '�; �'.�.•, `L�� haust ducts s j Y in this Section. h7 3. Fittings. 4. Reinforcing details and spacing. f" ' antµ• ..yy 5. Seam and joint construction details. x 6. Penetrations through fire-rated and other partitions. a 7° Terminal unit, coil, and humidifier installations. � ;•� • .��`" c. ,g g,pp g . 8 Hangers and supports, including methods for building attachment vibration iso- lation, •� �t lation, and duct attachment. D. Coordination drawings for ductwork installation in accordance with Division 15 itu Section"Basic Mechanical Requirements." In addition to the requirements specified in "Basic Mechanical Requirements" show the following: ';; 1. Coordination with ceiling suspension members. 2. Spatial coordination with other systems installed in the same space with the duct r systems. .. .. . CS-4199-00 15891 - 2 METAL DUCTWORK + RO �. ti 7 �..r,YXt•° �t,�ti��t7'kt 7 ��: Nl.u��T�� v?;+Kj+t}tT S�T��'rf}�fkh�l Mtiw54'. r'r�jQ'•J ty '. g �ftkR�(JS.1n��tt i.� tr i S y£r I. { �•t J�4 { tt' rJg .E1. j5G»3;i� x{ry��Yt as T'th yr� ict t MR` 4' a !`ry:4•,sr� t`. • ),i ++ 7�i}iy �J c�+��ty�j3. ?fydth r �f� {4 � J'•N dK7Y ��c ht�Sp d { , 1 �+ t� e ,� , f -01..d � ni I i, t c;> ;r. 4�. i 9;•t r + t( f r .. 1 RdT'f 4 t7t � X ✓ 2K 'Kkff7, ti»i3 'rr 1. jt d'i4,w 4 r>. ..+ '1 ,.} t t. � .$+i' ( f;t° �t h t+ , �f yy r� ti +tr"/,`•".rpyy 4t+ I �i�• l..4 '. t +s�,�a! t �ferrn� I;tY 1 xxJ' t`sr.r'. . �.. f• s n �,,.c� � 1f' ln�is N :}'di s 1 .tli .{y > yr• ./, + L.alry t�l}tt'�il� •r+�?,� GV s+x nI 9c rfxi y,, p,��E c t +d4,� •;j�' � t t >f.3 r .��.. Ii } t ks. '. t.`r , !t + �d; f s.S`�`. �1, r• 1t�pt7 ,,:11 'di r.. " 1'#r<{{Ftn..`.,•Its;'; fis .��;s 2k.. (i+4��.., f3 t� r r ,., r: u . r[ ('.•'{. 3, l� ,Y^. Ir4f,�j,i,.,�� ''�.�� 7 fl Mfr +(, �'.j,� pe,��✓'��'^if��7z,^r�t �ti;ai}��'s�t 4�rj+;r`�•i'rt�'�A',�++,{`yt. '7k'�'fv't,{fgl,^ky '1.}J�, a .;;:>, t -,Jj r; .§ > .:1t� ,r•,�.(,s;;#�.,,,y k,'r '�J ):: •y.. � n�''�tRf4v{Yc�`.S"� 1 it+rll I ; <3 :, ''.F .t; kl r `°7'f \ t .,?,. :,},,Ff1.i,.ykt�ats'$'jyY2.:�,,�•.;,ara• ;6't:. W •17 [t`.....Sl.q f>:< 1 d ti ;�t: r , t F i t 1, i{<'t .[ t, t rli f'i J .. y^?wh,L.§(t�}' t•,�,p+'y »' ;.q.{y+•,' �I.;Cp;'�:`t;;,+•> ki$ ;� t, t.` 'k•?.�'{^r�t {sl� 1 r r '.y!I i' �I l `• , 4r { 1: J z Ytr 2.r� •.�,: 1.•fi Irf. .v'R � },.�t ,�+ kf .�.. '' .. '. Sr .lr, �tttlY�.'+f'.V.1^i i!''�''$Sf�rl ,hj.r�i�j;�'" �,5;, e1�,�;�'�Iw�t.t a�'kt t .4.� rc '�� + e { %1�P:3 �'��fiFYr.,:��•�, '��;^� S7 '.^: .1 `k(. pM,,,. s.,,.,,+.c,w.,,,• .-..,,s. ,..,.:.,.}rrv.♦•.4+n •IN+t•.i M+•f,+t1*^ ril+r,ntrtt ,e,r.wd,,,.,¢..t..,•1,..:.n�w.t bww,M(°:eFhwcf>liafnnawYSik..��t"t;l§. ijz ;J;,� x},'� L ��.! A.�AI.'M6Arrii•iLntw...:w,a.e.ra.e..r >. ,,.•_...as,�.b;+•zes,..e.inre�rr�vtiV.'W!,•"Sd. c,•?d�Je'^„Yk2.Y�t:7;+s-• ,w+', :_ 'r�wFL n"Sf 3t't• � }��}}rqqr•{t 1'-,t�n' }` WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI 3. Coordination of ceiling- and wall-mounted access doors and panels required to provide access to dampers and other operating devices. 4. Coordination with ceiling-mounted lighting fixtures and air outlets and inlets, E. Welding certificates including welding procedures specifications, welding procedures qualifications test records, and welders' qualifications test records complying with t,t requirements specified in "Quality Assurance" below. { F. Record drawings including duct systems routing, fittings details, reinforcing, support, and 'installed accessories and devices, in accordance with Division 15 Section "Basic Mechanical Requirements" and Division 0. t G. Maintenance data for volume control devices, fire dampers, and smoke dampers, in accordance with Division 15 Section "Basic Mechanical Requirements" and Division ,k<' f::�r "•r 0. {GY 'I '4;1 1.6 QUALITY ASSURANCE A. Qualify welding processes and welding operators in accordance with AWS D1.1 Structural Welding Code Steel for pp hangers and supports and AWS D9.1 "Sheet ' , f t: I Metal Welding Code." g r t�3, p B. Qualify each welder in a with AWS Q fy accordance qualification tests for welding processes k�•�f�°}„��,+�;�„;' ' ithat nvolved. Certify their qualification is current. r p Comply with the following NFPA C. NFPA Compliance: g Standard: t 1. NFPA 90A, "Standard for the Installation of Air Conditioning and Ventilatingr`- fti;'.��!�, ..� � 1 ', Systems,II except as indicated otherwise. P Comply p o fis 'a i ti �ij p.t D. SMACNA Compliance: Com 1 with the provisions f the SMACNA Standards. +tfi 1.7 D ELIVERY STORAGE AND HA NDLING reF uylS( r t'iT r A. Deliver sealant and fire-stopping materials to site in original unopened containers or us}- ,t w bundles with labels informing about manufacturer, product name and designation, color, expiration period for use, pot life, curing time, and mixin g instructions for multi-component materials. ".. Al B. Store and handle sealant fire-stopping materials in compliance with manufacturers' Pp g P recommendations to prevent their deterioration or damage due to moisture,high or low temperatures,contaminants, or other causes. 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WATER POLLUTION CONTROL,FACILITY EXPANSION ' CITY OF JEFFERSON,MISSOURI A �y rJ r PART 2 - PRODUCTS 2.1 SHEET METAL,MATERIALS I✓T A. Sheet Metal, General: Provide sheet metal in thicknesses indicated packaged and ' ' u marked as specified in ASTM A 700. Y) B. Galvanized Sheet Steel: Lock-forming quality, ASTM A 527, Coating Designation Provide mill phosphatized finish for exposed surfaces of ducts exposed to view. ' C. PVC-Coated Galvanized Steel: UL-181 Class 1 Listing. Lack-fanning quality galvanized sheet steel with ASTM A 527, Coating Designation G 90. Provide with factory-applied, 4-mil, PVC coating on the exposed surfaces of ducts and fittings (exterior of ducts and fittings for underground applications, and the interior of ducts •iri,r;trj,;'2ri?iyii�r!r�ttµ:and fittings ttin s for fume-handing applications) and 2-mil PVC coating on the reverse side • , 1 ��>s��,�{r��•f��tzrr of the ducts and fittings. y t,s;gas, Y , ;•. ,.. :a u"'.j D. Carbon Sheets: A 366 cold-rolled she ets, commercial quality, with ��{�;+�..a �rF�;,•'�w.�x,.�},t�,:�� ¢, , ;{ �ti��t:�• ��';�,�.�, ailed, exposed matte finish. ;, E. Stainless Steel: ASTM e 316 with No. 4 f �"� � �,, `�`�'' A 480, Type , sheet form, wi finish on exposed t ;, x` ,�»tt:, surface for ducts exposed to view; Type 304 she P yP � �-,�. et form, with No. 1 finish for �' 4i&,�� concealed ducts. � F. Aluminum Sheets: ASTM B 209 Alloy 3003 Temper H14 sheet form; with i standard, one-side bright finish where ducts are exposed to view, and mill finish for concealed ducts. r�+' s h •� rt,,. r, G. Reinforcement Shapes and Plates: Unless otherwise indicated, provide galvanized 'sY,' steel reinforcing where installed on galvanized sheet metal ducts. For aluminum and :4 . tvl 4't3 stainless steel ducts provide reinforcing of compatible materials. H. Tie Rods Galvanized steel, 1/4-inch minimum diameter for 36-inch length or less; 'a 3/8-inch minimum diameter for lengths longer than 36 inches. 2.2 SEALING MATERIALS a .1a.t 1 A. Joint and Seam Sealants, General: The term sealant used here is not limited to materials of adhesive or mastic nature, but also includes tapes and combinations of open weave fabric strips and mastics. B. Joint and Seam Sealant: One-part, nonsag, solvent-release- curing, polymerized butyl, sealant complying with FS TT-S-001657, Type 1; formulated with a minimum of 75 percent solids. C54199-00 15891 -4 METAL DUCTWORK RO tt. "F� 'Z ,4.r'%%-'” 't[�r'.V��+,"�,�r��l �t{:i� 771, ,i"f<+^'�.'^"n+n�MM MtMMtM'�•'IINMPwn+".,. � :F Ji� ;,',' t� •:r•ii��14Y� yt F �t` i '��1 'r• v��Y}4�}7)F :ip!�;�:X'r Litz;�'^trg trti�,sr i S . L ,( }.r4 h , 't t U,.}^y 1 t t. 1. i. f� �jr ::s 's• V a < <, fHfi„5 �} �'• �' v' nr.'•a`'4 :S}�,vi=�xa'�'�'.�s�•4}S�Y,i.,�JS,t r��.{7'aY�. � >' ) t !t .�.t�< , , ! , f ,'r s�tS; }U.. .7.x.41�rrnk��,yS.,�`d�' i:' �.. •+a 1 ap}t fit+ ,, Y '}•1 � "I ar,,4 52. t ,.'� t r �Y+t j ff i , ',f rs'{ 9 ' si .s. �Y{�y�rtt�•1�E'' K,tit �i a4k Srt:1r;.=I,artM�l t 'f``3rrfi•+s i�. y:.�J' U.t�,+�,•�h j•t7.f TU 41, 7. � Yr�v. + ti. t f .'i a��r` tv �t ,4t• tr ' !''Eti'gth4,+{i n rt >✓j`i �+ ' 1 .3 t j fr E r t{ a:( ( t "s , ? tj5p' S,YytY 9! r � a °7: z°S �tF 'x ��'L C ! S'�tUry i` .s , ? r r j�r} 3� r ,rFl. 1 5 Jt. :tt i� �,i j , ai., ,s a t'• �r 14 Y i t t"v �t t! .!y t tr +s'..•a+ 3 '' F r t1{E+r .,'t{ v ti 'ro .r+ >5+ v ',1 { ,.r ' IA s "h t 2r.ra+,v'•T X , OR 3�'�.' ( >,ythsl,i "r �n�,t.'`+� � t„7.. ^t.,{! .,i. n b .'!+� 1.NP�} tiltt�r�• Z�,ry,'� �(p,�n�. S .'.:s'a�kF:,.� �..G-,3�"?m#'"r,% * �, .r ,s r�.',t.. 1 ..t y' �i :z 'J.��1.2y't��t a� �, �',X�tC^��jtiw�.`�'th},iS��k?�i�.4"'.•S•ft i•;�,f��'="..f;�w•: ;;1',s *yS,y^}"'. `�. ,r!e:,t`i ,.t. r s .,�,,..,; i•.�s a7. ,;.��.�t�`�>•.* •7'r':t E"' :�s�f�.,,ti cy, i,; ,f';,,¢+, %�'�A...fi�x,9n; •�',"'." '}s ��. t .il i:r. ;J. t ! �_ i.. .t 'aG�.,e k. .n:1 ;. 4t .>• ''ti.F,7,., t...,i t r ..i a+4 L ) , .<tI{'t•r, ' 5, l:in'..�f i��='}�'•�k' � �dY�r:,i:.+"• ;e r', t iSx�,,•;•r; ':'�; F' ti,x .`!�•, ,.;J:v'�4 $s� � ' 1 `. i.e .t 1{ a 't', t 7. ,r t ?. _%s� r, .1`7>•'ii.,�;';r:;;t1 e,":7`,)!itl:?�.k;K;�Zf°.Lr 'atYj s� LS'.fqq�il:t.rt1?tti�y t4a i tir. 1� Y t .,( :rs tt i •'S,t 7;fv.b 3ti ' ,ll 1//;7ysr t`.vx�;)k r`•E<•{j #k,},.`.lt:vRr .r tti v't. t i• t 1 ,i' ift.i,1 -7•` ` ��l. s' ,n..7t..'�:.7,.. ..,"'? . '. {. _.�. _.a,,:,...,•,n..•4r•4y{. P.✓ rngy.�. -.s..s......... '. .........,..ww.e.,., ,vd.n. ..,u-a,...�..,.•.....:.. ..... ... .. ......._.»...,r.t.,.tki,t...r,...�..7n.=.�.,r.:, .7'.�v� .��:�� 'k�}. �dp•, rs �r t„� M4 WATER POLLUTION CONTROL FACILITY ENPANSION CITY OF JEFFERSON,MISSOURI •� i�, :tilt t`t if:�. s i. C. Flanged Joint Mastics: One-part, acid-curing, silicone elastomeric joint sealants, f 1 complying with ASTM C 920, Type S, Grade NS, Class 25, Use U. 2.3 FIRE-STOPPING in ikt�� A. Refer to Division 7 Section "Joint Sealers” for fire-stopping. i 2.4 HANGERS AND SUPPORTS :. A. Building Attachments: Structural steel fasteners appropriate for building materials. B. Hangers: Galvanized sheet steel, or round, uncoated steel,threaded rod. 1. Hangers Installed In Corrosive Atmospheres: Electro-galvanized, all-thread rod or hot-dipped- installation. PP galvanized.rods with threads painted after on. �f�: , 2. Straps and Rod Sizes: Conform with Tab AC Duct Con- <.f,=• �` . p le 4-1 in SMACNA H� r5n ,,,y y fir,' •. t' struction Standards 1985 Edition for sheet steel width and gage and steel u z ``'?* . " g g see rod di- i`��r�.€�,I.<,�• �� ameters. C. Duct Attachments: Sheet metal screws blind rivets or self-tapping metal screws; � r PP g compatible with duct materials. D. Trapeze and Rise ' ' p r Supports: Steel shapes conforming to ASTM A36. I. Where galvanized steel ducts are installed, provide hot-dipped-galvanized steel >£, ' shapes and plates. { 2. For stainless steel ducts,provide stainless steel support materials. ;? 3. For aluminum ducts, provide aluminum support materials, except where materials zikk'ty�*R are electrolytically separated from ductwork. 2.5 RECTANGULAR r>1 � AI DUCT FABRICATION f a ':i` r4ji)h`h6it A. General: Except as otherwise indicated, fabricate rectangular ducts with ;.T gu galvanizedsi'* 1 sheet steel, in accordance with 1985 SMACNA HVAC Duct Construction .' Jn Standards," Tables 1-3 through 1-19 including their associated details. Conform to the requirements in the referenced standard for metal thickness, reinforcing types and � ^{,s�f IP i}r yt�• �x�r��"' , >F� intervals,tie rod applications, and joint types and intervals. 11 1. Fabricate rectangular ducts in lengths appropriate to reinforcement and rigidity g 8 class required for pressure classification. � ,f5, 2. Provide materials that are free from visual imperfections such as pitting, searnyr marks,roller marks, stains, and discolorations. B. Static Pressure Classifications: Except where otherwise indicated, construct duct il systems to the following pressure classifications: : y C5-4199-00 15891 - 5 METAL DUCTWORK '`. b. RO j frt -il't ,I•'�. }'Y-`t s.�7,•'' :`i .'IJ A �n,tT, ;,7y �'Y.'CL" w..,+±.... .� .1. t. .'Tp.':,^;.�'^,t";'r'•"+"",!�* ttMn'j^'•"!....^,°mP';;t?.l.ir.�$t` ,"` .. �r "il '- ';., S. .v...y,.r.: ,L. v' v p�. t. t r,F.+k.i. ,v{r 1'ir•"t,v.�''.�".:, '2•. 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( ( E t:,' � ".'<;i +t?t � tE•f'.i 4'! 'fb e r>:. •7h$ 1±� -.,+ f � ',fir<"t;,`•,`'i%�r. h pt.f,fit b. � f ., � .. ..: r s S { .l.`a"5 5:d 4. r4��t, s s,y..��.ti; � �.i�..�,�.�4t ��,e .( ��.. ��'�:� •^f,ll,'t•�kthvS�t 1�",,E. `Y. l±. � E 1 a s '.+. r 'S' ,I'j t .•!?' ,!,� +.1 7 ��} tYt;1,` i{j"'� �t .}i':� *a.+• .��'a,}•;,;,M S 1.,!an,{P,..4,. � t 4' )'' t.r f n k ti t .q n.,, ltd.3 ��ar,�E;v� r`S�'�,t•'tu �4� � �;�' t "s•z..�S'r' 1, w o t � ,�.;t. �r ," r' y t�'„>, 4 �;' ;fe aVi: a��`f �” yN..e:.� Y.. .H��t�'t"('c�'�s r�1'1 4�t �:M�..rt.a `{� w ,� t r'' i >• j,,,< ,i'.g. vn, r,,..,;:4;�1 , h,�' {� „r`n,,.{,,�T a ,( '.4� .�1•' �%�u :r{ 'h,d.1: 1ti�*,`r .( t .e e;4, t. ,:r , ! 4 .�.,(,•.{y�,. ; Fs� y,. V g 'pYv '�f• i �W� ! 4 w. '„�.1,';!Y!'. .,r;,,^i .�lE.t r7•y.;.»i;s.t:�`•�r.,..t', r $ r.. �:i•r ,, :,y ,:ys. f:j:�.''�,`�:. 5'?:.,1�a''Jt;!,r $},,.774;v ( 2 �.1,yex�,t p:Y: r tJ{r•.`t{ 'af' a - ;!' �,>z!+�';� �''..'ki i ��i?'N;;•`°'�'" r+,�J �,}71I r:°S`a :r: �. .,1� .r .{, t.��•...•5tt£ 4.r'k}^k�a�t`#�.,� "s:' ,.��jjP'}(l ti& �u r .4��x�! W c , !it r '}4ti'z} ' „' B1'. r •: }?s R!F i. t, t , Ry`�.i`r < ., ��+T��` d .]�p�P ��'r4y� .f ?y�;: .ts. i r y $t`. ri`�tx `j'-r,rr1 `.l..fSKTt{+�u'�St:•z't15ax,"�,ii 4Ty, t U{ Ltl .}{`"� •!'' ';txCy"nl�?t. Aiyi ,. l;i,i 'S A It`; t } s Y y I ,r- 1. ? £ ..a �x y 5'i"l� r"�.>�`t�}W,• Y, t {�r / fR ..y 'tj', ..,.' v.. ,r . -f a ri S.Jtz: tv 7 ti aj °fi} ? 'v •y : ��. } "-,, Ii*{�;y�.(✓S��"#`�'t'�'�'$`•'1� C ihy �t� i�� {,�{ �t.� d{��§i�; ��✓ ��>.� � r'��t"5{ ,- r v. ! 1 . y.iI ae:r,''. 5��:!:'t•1r .i ., `:� .. +'� { i 'n k�NM�a�11rs..:N:N f.IwMl uHiiib,w�.a<,i/,'Mi.+..XAM•'r{�ri+LlM.ehtM.M„�wrN.-nu.u..v n.�++M'.;{ISM,F'.y1v(F+ ttNz t..,.;xtr4tr n::N!Vi)R'!rh�..t`M+,�.•aw.w,.,.e;.i...�...dw.{+,r.ieitiJ7P+�lV'9ii?�7A�r�tj'l:K. �'`if��r:� WATER POLLUTION CONTROL FACILITY EX1?'ANSION :+ CITY OF JEFFERSON,MISSOURI `',�} `' Y'` r 1. Supply Ducts: 4 inches water gage. %j 2• Fan Coil Unit Supply Ducts: I inch water gage. ' R}tea 3. Return Ducts: inches water gage, negative pressure r t Dt 2 ih t ti . 4. Fan Coil Unit Return Ducts: 1 inch water gage, negative pressure. 5. Exhaust Ducts: 3 inches water gage, negative pressure. Vk C. Crossbreaking or Cross Beading: Crossbreak or bead duct sides that are 19 inches and larger and are 20 gage or less, with more than 10 sq. ft. of unbraced panel area, as indicated in 1985 SMACNA HVAC Duct Construction Standard, Figure 1-4, unless they are lined or are externally insulated. .s !! 2.6 RECTANGULAR DUCT FITTINGS A. Fabricate elbows, transitions, offsets, branch connections, and other duct construction "' '�r in accordance with SMACNA "HVAC Metal Duct Construction Standard," 1985 ?'{'; ' +; Edition,Figures 2-1 through 2-10. W1�tt� ' 2.7 ROUND AND FLAT OVAL DUCT FABRICATION ';; ':_f�° A. General: Basic Round Diameter as used in this article is the diameter of the size ofc� round duct that has a circumference equal to the perimeter of a given sized of flat oval duct. Except where interrupted by fittings,provide round and flat oval ducts in lengths Ii I not less than 12 feet. 4# B. Round Ducts: Fabricate round supply ducts with spiral lockseam construction, except a where diameters exceed 72 inches. Fabricate ducts having diameters greater than 72i v N 9a��4h�iry1 I t.� inches with longitudinal butt-welded seams. Comply with SMACNA "HVAC Duct . ' UZI }G Construction Standards, Table 3-2 for galvanized steel gages. 2.8 ROUND AND FLAT OVAL SUPPLY AND EXHAUST FITTINGS FABRICATION r 3: A. 90-Degree Tees and Laterals and Conical Tees: Fabricate to conform to SMACNA ,, rys� "HVAC Duct Construction Standards," 1985 Edition, Figures 34 and 3-5 and with r t i 'rtiY,1x. metal thicknesses specified for longitudinal seam straight duct. �'t B. Diverging-Flow Fittings: Fabricate with a reduced entrance to branch taps with no excess material projecting from the body onto branch tap entrance. ;ry C. Elbows: Fabricate in die-formed, gored, pleated, or mitered construction. Fabricates, the bend radius of die-formed, gored, and pleated elbows 1.5 times the elbow ` diameter. Unless elbow construction a is indicated, provide elbows meeting the e type 8 following requirements: '. x•1 1. Mitered Elbows: Fabricate mitered elbows with welded construction in gages Y.\ specified below. Js ' 5' C54199-00 15891 -6 METAL DUCTWORK RO rrr?r wp7}wptw? ±� Aw!*t?? a.K�,`:4:.,i'� �'' t;tia±'.5 >Si'1 r, r 7 hl'J U� t�{k ct✓` °�`,,.F �'•YJ..j �t t i "y tiS t �'r i ;:i i S .:2'xt r d b•,. '�":p S� '''`�,•, Jr�tY �Yf .d•'1 ;. t 1 j^t + ski., r .1 a �>r b'yi.�` Y+•w�f Y < i� !r 4�41iii�;�t'j"t �x+,"71 'iT `5• 'i!` 14t rr tit ,1_,i 'treRs.;s-�a�s, '`;xi; l• X N f / �')4�12 x`tl}, SS 3`Pt�. b'�, r `� ��t�z��'� � ,� b�' :, wa Y• +1!•'�I r"SJg' f; {',}�t` :f7r t4?r�} .r tc Si r y �fi 5+ n i; ••pft ix h`'" } Y``.il�r?'S..`ai�, r�.yy,�!-/ o{cl It ! '+tYt r;ti reel ?�44fS {Syk r?1�1 E' i' td;i !lf>r`£ �r't Lq ,,,exj"d+ k��'�`�,y�,t`e •t^K�4�Ki�' ��±� ,r� s t i/5:t,ltirj�l. },�,;1L7}4x{iJ�,G�311 fif". g! � .�� (Y A.2.:} { 2.:r r �( e}ri .r Rsr X34/,{t'7+*��ii'v �S.ry'�tt�iY .�y ftrrJ i�� 7�r Li tj,�^"V,ryi 4�� i_i� }I� 4r[' E'Y�tr l � i /tiiJ r:y yr r� t, a c}.;'•� t t i' t 7 #7 t trl r �nj ! ,4Y ��S Y ?�q4y �S t id f •. 'r>. ,f. t t e � (y. n ryl ..it�i r•.i,.s ,t , ::1i >f fat t'. ..6 1. =r •l t, >�• V�c;y r.4ti'S .`.4 'Ir2.{ri;':3 i; (' to �S trgr t. i.1' tf' 1.... .1. '.ri '+ tk( S] if c @'Yt p�� r,�;j%St,�+4 uy`I %.' is� ":atn v'r'a• Xyj.'y, i(i✓!':a rcJ _+!i',:-J.`Pi oL I .(, 1. �f !��.'} + 1. :°r.;!� ti�4t Ji( •'%1*r, }:r H}:a' b(�� a, i+I.f ,L `�• "4`^'�„' �'' ..x 't>:`!3;11sS ry. �; 'SC l7 tl`.'` � r t� `t '! `;�i x.4 , r',i F,'� •" •;. � � t��' ,.w�vhYrl t}z£t�1��,4 t t} r.4}.' 1 .Fr ` i z � E ';t ti ilfi,�;J1:.'`r.'�4G'�,r r��'4 ' t ,: ,,, •`'.''�„S#,-s `��. ,'±•�s1'$$ N'lk �' i 7 C'+t + a .', t. t �� rI;$ � ,ry .rx Tr} .,;r -i t 1 t 1`s i'F e$t'f �4 i .r r t (. �.�: 7^k � �*`k5' t•�- �� , "�� .�'�}ts , `��s' �Y' ij'!t,• rl. f.' t,: t A� � •,�� f a rr 'k;E, il,s4`f�r2 y.::`t i +�.,c<. '� ?;!'(7 .,t R��,rti"j tJ`'1,. t,:•�ft,;4;• vk .r•?r ! t h f''. s t y ;e:r jy�yA,�r' + ,:1'}:� ..��i'. f •4 x� ri `tS.j/j?�":{�'hU,Frs,,t..�y.,b Fs, lJ} i• :t F .�.,t,i I t �r ,�t .0 rs7rt t}ir.`ti.,,c.;il 'x3+Y�y)j L ' '. t'•' 1 ((yM" d',..x 4s eH' �f"t`i��t.^,., ; I, t :I {. :{" 1 !t t'�'+.{.,i;.',1••�., ,�,,ff�i'�"4ij1='h`i'f�:Q�•dn�� F�� .T ,yyJc, L . '".L },J. _i 'G••µ ,. t 'er�r�L_�`,� ty4.. •.�„ ?r•e? .•(, f f� '1�. � a, '� '1 t 1 �. 'i rs r ,.�:,•� y A '.F=`�'rft{.S:tF',tl.,.. .v ,y, .. ....,..,(u.r.z,......,.r�.wY+7!iU".R94t�u11NtYre•ee•,,rm...,».n.,>.u__e:_. ... ..........�_..,....s . i•>Vv....M.,.....:,.:'.w..,..�..� ' r+a'.•r,KjY''411f`eJ+ f r . F6e• .,..i±•tk.,«rldr*.tMw.N;iMM+,kwair .,:..�....,..twwt � ..,c � ��,•�. i'u2stt"t"Fris.�x,, WATER POLLUTION CONTROL FACILITY EYPANSION CITY OF JEFFERSON,MISSOURI Y�, f. a. Mitered Elbows Radius and Number of Pieces: Unless otherwise indicated, construct elbow to comply with SMACNA "HVAC Duct Construction � x Standards," Table 3-1• b. Round Mitered Elbows: Solid welded and with metal thickness listed be- low l for pressure classes from minus 2 inches to plus 2 inches: W. 1) 3 to 26 inches: 24 gage. 2) 27 to 36 inches: 22 gage, x� 3) 37 to 50 inches: 20 gage. 4) 52 to 60 inches: 18 gage. t 5) 62 to 84 inches: 16 gage. it w C. Round Mitered Elbows: Solid welded and with metal thickness listed be- low for pressure classes from 2 inches to 10 inches: � �`• ° ' Yc 'a e ,� 1',•id t a 1) 3 to 14 inches: 24 gage. .x A"r IFib '; 2) 15 to 26 inches: 22 gage. 3) 27 to 50 inches: 20 gage. I � c H'� ., . 4) 52 to 60 inches: 18 gage. tip 5 62 to 84 inches: 16 gage. d. Flat Oval Mitered Elbows: Solid welded and with the same metal thickness as longitudinal seam flat oval duct. j e. 90-Degree, 2-Piece, Mitered Elbows: Use only for supply systems, or ex- haust systems for material handling classes A and B; and only where space ........................... �.•<;,„. restrictions do not permit the use of 1.5 bend radius elbows. Fabricate with a single-thickness turning vanes. #r5• t 2. Round Elbows - 8 Inches and Smaller: Die-formed elbows for 45- and 90-degree £ ;r,. elbows and pleated elbows for 30, 45, 60, and 90 degrees only. Fabricate non- ( g. standard bend angle configurations or 1/2-inch-diameter e. 3-1/2- and 4-1/2-inch elbows with gored construction. N , 3. Round Elbows 9 Through 14 Inches: Gored or pleated elbows for 30 45 60 tid+r 71 and 90 degrees, except where space restrictions require a mitered elbow. Fabri- cate nonstandard bend angle configurations or 1/2-inch-diameter (e.g. 9-1/2- and 10-1/2-inch)elbows with gored construction. 3x'' 4. Round Elbows - Larger Than 14 Inches and All Flat Oval Elbows: Gored elbows, � ,�� •'�'� except where space restrictions require a mitered elbow. y�' P P q xz 5. Die-Formed Elbows for Sizes Through 8 Inches and All Pressures: 20 gage with {. '` ' 2-piece welded construction. ' 6. Round Gored Elbows Gages: Same as for non-elbow fittings specified above. f vI•' '�'t�i� ¢' 7. Flat Oval Elbows Gages: Same as longitudinal seam flat oval duct. , ;f ! 8. Pleated Elbows Sizes Through 14 Inches and Pressures Through 10 Inches: 26 .r� gage. ai C54199-00 1,5891 - 7 METAL DUCTWORK f : RO , �, In d•. :'Ct7Y r •M1r;;,l..Tw.r,sr ;",'.>,rrr.,,•r?r,.,-.Yr» y - ••! 'Y. `'Y�•t .X '?rJ r.M?ti�Sr lk{' 1'�'{y tai;;•p;� yy.�.:.1•'�i,S vt' ti :t, i f t! t 1,.,t `? r,! t i' 't fir 1. �r' `r,t!" ;�' .t 'Y"J� f:$'L�t, !p•p �• �Itr •.�)1.�'i' +±,x�=J�n `Cl,l�; 'e£�;t,:�x:; j i�(; `1, q,t s7,r�r J'�.v .,s=, t. ., ` {,,,�'� `i.• *�,.,,�•.,�, �f' a, x�R�i. ,@�, ..�,a z .cam.. �} -1H`v4 h' ;."�{:an' ti"'¢'�tl �tl; � "+;,+�i.tiy('t''•+:r,.`'�,;i';.{Aq;}yi4:,i,ap•gr.`.?4 :.�.Af.� ,3''fi.•' �+`��.r 1'±:� t 1' "!'" X f m'f, (( �.lk }., j 'c` ti Y ih � j ' �t rL.. �7y ;hfYl'"�•�+�,�tfa• "r� SM �zrw'�Y.:il�^,hd+� :k"•11'.}1'x '�i,:,;,,('Iri�Y:,�i'.�s'r.yi�,�•,�, .t�.k5,.,��,; 1. �i j .r f F a3�� :Jt��,<,� }:t,�'�.�ti��`,f)r=t''Y'•A i .nY >S� �4t� S, tt7 Sr; •V_,r. . (t}" ?� , YY. f: ,, , ? t r: 9 t; t ;�r't, , ri.,if-•, ; :. tr. .,al '7 t i3 t'� ,.is,4.t'�l+t'� j{+''r,�t,1'� "�'y alyY'FTir.,f nY.'iy .1, r",'�F^' °: i` }' r`,'•;t(i 'J`ry,.�;>`qf5• � t k`iW T.-'vJ�{u 1 ,.'7 (,`,Bl t..k '+'t t; S +'°� ��t,':ytg � :t,.g,kt.,"Y r y,Ci�3 i`o�•l.kvlY.,?v ,t'�.v,r?!. '7i, .t .a } ` t 1.b� 3a:a eS, s tt t Itt . t t. i4- . 1t r� `'.r.'. cnv:+1',iit i+s'h.•u %-!"��`{`isyYU�: ;1,'.S' `y 'f'}wJ C? -1:y' * - '4r: '�?� t��,/ } J t � a,` :� �fu,n •u •.,y d,t •fl i4,.1 �£� >, t •-rr1•;, .? s,tlr''� +•t :; t " :tyc;:`„ 11}11 r Y 2 •b ,�fir,,., •.yf� L, : r�'l. .f .r''i.t' '.:?. GsR +�rrYa,?'•'�'•��.!"�;y.it.,xc +: X+i 't..,Y':: .?S�r+•.kf .i tJ(:fl `:•' t }�°' F'• lj < bf'` + .:'kt%'jAYsyy'� •=nl'' +>.u• r d. ,.'4✓f.r':filar lf, ;Sin Y;r.e,f" ,�.�,r'rr1., �4f tt{ J� j�^. .£K, .�i7ir Xe•^ §„� 7 tr .r•.r. b S 4 t.1 s ,;. 1 t.• riF kr Y �.�', > r;�,•{ j. •` 1, �'C: it y1.,1 L.,2 :f,..1., 1'{;"rP �. r t. � i"''.zl' ;4.,.+-�'r,a;� '{„'.t., �`l�•.. ;`Y1 yr7 ��I "fit''•�, f/rrr� '��;<-.. .,td. :�•, ggyy��a,� '-4,=,tk,.. .��fi'+.:4�it n;y 'r ,.£•.;' 1,�,. � �l r` z' r: tatq�'t �J• ,}y,y }s a:t`�'tp�, 3r .,�'i j .C. '.f x y�F. i 4>3„`�5.4... a:..n,,kYf�,r�,y,, .r..4`?l ilfirl �. 5 ..,t'i ('a .t t.1:i:t,•..7 .•,;£;jS,��,�t•, i.,r?r�'7y'a Y' 9�.! t� ;;y*,,: , ��., 'Tr` +{ 1a},k'in .Y�/.iN)'�� 4i} G'y...t>?'Ifity.,f,4yr 4... .,tt14, u R'•v,. .t.i .?pi'S.t rF ,,iV �t ,{�,t•,. :t. L4x.m,.',f! tl.` �..�a.rt r'4. ,1'r..) FS�1�fY fA': r• ir'�. f :,1�-�+. P. Y -rs.,t .r7.li°t. "+ i,. t I .ti, .a �. t,,t r. !'.';�'°; .,r:F�f f y.. .�."U• ,.t%� •J .i 'i, .;,.t, .�$q Sa en.J.t,•,, f'r'.Y'w :li', .'t.+,r i a ,t,• y '�lfii,r�`':r2.•. , .; r' .�'�. , .J ,. .t t rt '� ,� .t�' `f% ,r 1 j F F�k rs. r.e z t.::�t.(',k,a .` ,•,..;,�rn t, ;.r€F., .,ta.'�" izr e n. F Ills ill "I I �37 � tr{{�t'a 5<V��_ytg,Y rS.S ;:iy >`•�,1,nti°t ;; � >r.'t,Y;S�` ) t + a f 8�-.4r t�, t+ r„•,�n , 1 , '>' k 1•sa X.S jeo- tjt� r .� �)t. K 14:++'?>e:x? 1.. .4.'.?y i3'1i1( t!}•r.X .a,..:;, •i :t t ,S Uf tr r'l..tfr !•.1`r,.t, fi. j s' t ' ir1i�;� :o` rC. �y x>S'4S;;f;YP,,' '; 3;it_ tN ,�t.y.}'"8' ^" r. > 7 f t .t f`+s f 'i�'5•r;.y;'s� �fo*��..��!�. y 'F_t :�h i,)"zq,"•Tt, lift?!.� ��. C�::F�.�i:'>a�fr•: '/nr 5 .t 5 r:r 'xI �n :c � r�.a t! }t,'7e#�tv.r :� tl.t•.,r �;f'�k ryt):kC?i�a E.,iv uk �rt`t� s yr+• f v ' } {J��"r h{Y�j .�•„,41,4,,,-K(c'.t..# { .�tt r S ..t: \" f yr` ; 'y s .r 4t ,��•zt#�i'G .54.? ttt��-. f+*i+nkG'OVA.iir�":Jaci:«.L...,.+tr..<.:v;..icw;x ...,.o,..J.r+u..n.a.+'.w.......�_._..,.. ... ..: .,....... ..s.,.+,.,�., trr.x �s+4K4++'ncMT-.rYU•ht.m^i>+M4tv.•>.�r+v.,,a,..,,,v..,,.,, ,..,.aa,..a...,.n;chtl rr.�t•fYF`NPlI}.y�rtf!tlY,fiSC°�'.•r..t'��l.��m�. f ,)G j'��G. WATER POLLUTION CON'T'ROL FACILITY EXPANSION CI'T'Y OF JEFFERSON,MISSOURI ;Ax D. PVC-Coated Elbows and Fittings: Fabricate elbows and fittings as follows: ;::;,•; Y I. Round Elbows 4 to 8 Inches: 2-piece, die stamped, with longitudinal seams spot ,.•I welded, bonded, and painted with a PVC aerosol spray. ^, 2. Round Elbows 9 to 26 Inches: Standing seam constnuction. 3. Round Elbows 28 to 60 Inches: Standard gore construction riveted and bonded. r;t , �R 4, Other Fittings: Riveted and bonded joints. c,.. 5. Couplings: Slip joint construction with a minimum of a 2-inch insertion length. Fl r PART 3 - EXECUTION f 3.1 DUCT INSTALLATION, GENERAL A. Duct System Pressure Class: Construct and install each duct system for the specific 4 ;' jt r,Y. duct pressure classification indicated. r B. Install ducts with the fewest possible joints. yKrt C. Use fabricated fittings for all changes in directions, changes in size and shape, andU g g g }� � connections. r ,•I D. Install couplings tight to duct wall surface with projections into duct at connections ' kept to a minimum. ,ry E. Locate ducts, except as otherwise indicated, vertically and horizontally, parallel and perpendicular to building ines; avoid diagonal runs. Install ducts stems g g y in shortest i 3 tF`t�' route that does not obstruct useable space or block access for servicing building and itsi �) ;'''' ( ....� p I equipment. g g .nk t Mv F. Install ducts close to walls, overhead construction, columns, and other structural and ' ��` 4�' permanent enclosure elements of building. G. Provide clearance of 1 inch where furring is for enclosure or concealment of s s Y A D{t�l ducts,plus allowance for insulation thickness, if any. + '" . f„ H. Install insulated ducts with 1-inch clearance outside of insulation. I. Conceal ducts from view in ,finished and occupied spaces by locating in mechanical shafts, hollow wall construction, or above suspended ceilings. Do not encase n f horizontal runs in solid partitions, except as specifically shown. 'r J. Coordinate layout with suspended ceiling and lighting layouts and similar finished ,,•. work. K Electrical Equipment Spaces: Route ductwork to avoid passing through transformer vaults and electrical equipment spaces and enclosures. 4P r CS-4199-00 15891 - 8 METAL DUCTWORK � ':,i, R0 .?•its rrrr.+.+x. . .r '+'tt'L.• :+.i'`.1'i� ;!-�t'fF11" gp)�nrf N' '` :n�,?'1.7,•i .=' "t"•y;�ri..., .t,r ! ,�, t yi( ,.�y.:S.t1,. 4'' i. 'ril'"7•`• e .'.�'{ �ri��1 lr4 ;tit},r. i� .•fi'fC�L3 �R.ti } .�yd:t )1x 'v r '� .' n �r '. } Y !r'.r!' .,✓1'S. t�� .S i. j t f �} f f^ t•R 6� '`y �" +rr>"`sfy "3 f .f.. Vn I {.. � xky+J kslLy x. C��i !'+Sg�}Jf'•��:j'` �"v •c�",CS� 9,Y t.'.ct%,ttvt hl;F.F',"i`e.r'a t�' fC ('t taz�• '` �. t .Y ,: t rt `fit x f`i� etv .f1'�t t @•t, �+ 7� iN$.s i))T{ :4" 3} 11;FY,t;• Y4 At 4i: f.S l y t'd {. " t 1` i't, ! q #f't V'W""I. S7'P r i Itt �l y1 Nin x j' I }Ii2}1 2r .t}f a }y 4 t t ,�{�5 fn.HHH}{�ly Di j,�''•,Sr $�� •ry.'..3t + .3� a�f^.;5 ,1h ��xlS!�:��`iY#ax�7v14'}?-t�rS r" }tY 47 yrt t s t j Pi� , f�r�+ .'fit, .i)tta )jJ�I L•V'�r'�. if. t _ 'A. ',X-;:iq✓ t ro ar•tc lr.,�{ i'1.�t4�>.��r+;;:�y,.,`� �TJ �j�f F;••4� f}'fJ ;. .vt`f,s�J�t�' it 1t. i s1 t.i }�. ,� r. 71 y) j L,y�rt ti'�4�ry1d��tC,�f ��„ �.))�.Ra A.Y" .. fvl 1 #�A ..I d} �.. y .;. �' t3' 3 v f {y� 1 j t, Y: ? {.a) �: $t�� ll ) ✓2 �T t. ,(i 1Y )sy t :�ra-? � �=r t S, r t } � • i, +. + .v Yta ,p t y EE i ,a; , , iY rr (?Y H yy5�� g • �..• ' - ., 1 t r .+tl , ,# ;y' :t' 1 z•.tr,�2t/` ��'"`��.Mq� ^�� 1r .„,FS'1�`a'i•2irJ,%�" Jw,.� .�s.,�y.1§s4'��,.^n. } ,.�':'tS::r4`,v':'i ,t .S a" it !,1: + t .3 t d. �`} .Yti by:7. t ...s.;°xh`�j, s4ix"1.,�' rc ��f �1�,,ty�;i N ! `rt?a.�,!+r�.n,''�'�'JdY.i{,Y¢�v �::",��Y+�`i'i•t'�, >!+7 T�y;„r�'�y, Jkla.y r et X+�.y.. 77".'lk: .� S, ;, .. ,✓,' Y'�a `.R �'.4 lix§tir.��i� Py .+4'�i{:...f. r : r� t?�?Y r�is a't .F Syr ' r f't,rt:l� Inz ,s I ., k r 1 , hf ' Sy"s�§ ya'gr�c„t* a �t�y ,'t, ,+X ,,� rrMb�'r t, F�S1i,Y .rk t I <t `-dai, ;{I �'g 4:d.1¢Y3�y{�aq.Ir,,�t. a' fy. �,'S•, WATER POLLUTION CONTROL FACILITY EXPANSION1t,,: t<,rk,l; CITY OF JEFFERSON,MISSOURIx,=Lcfrr;'r »' L. Non-Fire-Rated Partition Penetrations: Where ducts pass interior partitions and exterior walls, and are exposed to view, conceal space between construction opening and duct or duct insulation with sheet metal flanges of same gage as duct. Overlap opening on 4 sides by at least 1-1/2 inches. 3.2 SEAM AND JOINT SEALING s A. General: Seal duct seams and joints as follows: SY, B. Pressure Classifications Greater Than 3 Inches Water Gage: All transverse joints, { :''p longitudinal seams, and duct penetrations. C. Pressure Classification 2 and 3 Inches Water Gage: All transverse joints and 5 longitudinal seams. i.Y 1. Pressure Classification Less than 2 Inches Water Gage: Transverse joints only. externally insulated ducts prior to insulation installation. 4,� I U. Seal externa . �b;2,1'iJty k.q 45,1V Nr` 3.3 HANGING AND SUPPORTING A. Install rigid round,rectangular, and flat oval metal duct with support systems indicated in SMACNA "HVAC Duct Construction Standards," Tables 4-1 through 4-3 and Figures g s 4-1 through 4-8. '= Fi B. Support horizontal ducts within 2 feet of each elbow and within 4 feet of each branch intersection vertical ducts at ;rit,'� C. Support ve i a maximum interval of 16 feet and at each floor. s '~i�'': 1 D. Upper attachments to structures shall have an allowable load not exceeding 1/4 of the failure(proof test) load but are not limited to the specific methods indicated. ` r''h E. Install concrete insert prior to placing concrete. '' � f F. Install powder actuated concrete fasteners after concrete is placed and completely ` ; cured. - ;'�y-� Lot '�tt r 3.4 CONNECTIONS 00, ' A. Equipment Connections: Connect equipment with flexible connectors in accordance with Division 15 Section "Duct Accessories." 't B. Branch Connections: Comply with SMACNA "HVAC Duct Construction Standards," xf. ; s Figures 2-7 and 2-8. E `� C. Outlet and Inlet Connections: Comply with SMACNA "HVAC Duct Construction y4' 4 Standards," Figures 2-16 through 2-18. h k C5-41!99-QO 15891 - 9 METAL DUCTWORK } RO l {"`,t a,�}'ti 07`777,77 i ,:7�Y r '� -rc} ,r�7j;�-4.: .t. .'i (..t S;,?t t T''�tY'i,•",�„1*'�""�'"q�}';.... .,R"�,^.,°v',^y';e'1+�;" ST4"•. Y'',ac"'fTt'...c ;rt {7 f'f, t�.i t 4 j,r •.t:.w,i al. tt s. .i t ,r ,JY't o,l. .},• .arxr d: ,j Fl [ J . ,J S"' v 'X^k; Yt a.tt1•.�ry-u ':, I.,Lit: r 'F't. s 7 .r t .��;, ?r r+ wFHV. '.2,t. ,tS'iie x . .E t }ri,n..�4•}t ; `'i§,s j'e� r" i "}+�� .4rC�S> ��Ft•,cSrS'+ ?.lH 1: „.•,pt,..��a.�,),t. r'j L 't':r rc.,l r1 .•.t. '4t, ;.s§'tl'i,..,.:i!5-,. uc's•i r t :I''. rT�iy.'.:,�f,y ;,,�: L`.',-4 x. `„J':{�. , i},+Sfi ��. ..{f t.•rt ..f .l?., „�t: <*J.,,,.U. r ,,Y.. ,t.,4...3r.;f,xr:;'�5. ..}.r.. tc :v ,tt,{, �,'.a r•. t.('r",, .,1, .� ;;�4_� k st.'.4s,s..;,�STtts' .,i±t ;I ,.;z` .�'r. � '�. 4F el�'. '{��'' r -�'xb Y.X�' ,.!,e�, ..�;, r� rE i,'.°�•.„R” 1� -•1. ��^ .:C�r,t./,'-,> ,4;{t>:'':�#'St„ ,.,s,S..�'K r wr. ..a�.' n,�'�,s�• .r.cu��"s' � ,, "�` jy�,r ? M ,$+�rYJ� .1 y,' ..,?rt. �4,+h,•,•-sr s2trr�y{t ��+' � r� }t, i '.��`.;:5 :4�i D S f'. >'i.`.rM��€.� {'b)� r,.a '� 1,. �` �.,. i.'. ^'z rt sY' fy ,; y .�,: s f,; -yGt �+•t 9 k�4 tY,'t,t•r �,s`��`• ,-,"f}y,S 51;,'+„ �,SYS} ,, Is Y s f"". It s s t t .:' ff;+':r�tY'''.§`. r..f' ('•.NJt< §l%'a'.�y :r` � y, t� } � �7''SfY✓.,r.},,,n.Y;t.x},`br�'�',t 1'i�':x�' .#�yj, .:r t!�rr ,.•;�j! htir .E .c}.:',•t''+. Ir '"'f.,�f'.,s�rtoe'wn,,vl�fir,;..;t•:y�,:;t y,1,.k�2t}, t; ]-+2�4, ,.S h" .'� €��gyt •:�- r ��;; 1'' f�`,, xSrf. g. .; ,1"' .iJ.,..�• f'i:y.,/x,.. {Vcr.. ��,jkY;Fhj��'' �„'S;i, .7:r,idt5,�:•,{it 1+f, Q i}t• �r� ..r,;J,; s� t: Y.. .r, s, ,.'s,.JS. �..a.,t,sY,.,t :r:,cY' s,.t,. 3.,.,:.ti,,i..f. .K, ( "L t:,.rt.r .1.:,:tt. j �;p:}ci}�-of. ;`�,''" ., r }.{: v. ,., f,,' >.,'r. f•,.,•.. ;C,.,.gY4 ,4 Y, A± .,, ' t5 ..,I, v ;t•>�. t`�+';i zy� !.. ;t :ts: u. 'r,?:.tiJ`FF`',:r.0 ,�'�'a,r':� ,>tYt 11 r' .(. 3 trt�:. � 1 '�.�.>,..t S ti �. '�,ki:•. #? ;��'�'.:': �; �:h: :��}., '.�h.,' a'f+.�_•},..)tY t.rf;, 1 ;'�N. :I: ./ 75. th' .y; �„sa;;t Y':'.P.t^t� .b��'. ,�inw�M 1 �x5 / �.P �'L'c4. }.S�'� '* r,'1,,,t t .. I � „ Y �{ v t Y}t s•1. r t �7 1. r 7 .� �,�%4 3�}ts'S��t#�Z'd i I/MU1t�3`vJ- x a �{ ±„s}}.tl ��7.1.!„�t�xfi�'{i.='��i i:J ,� ti ,� ;,:. tr .t}r4 s c ,r.�z32.4'?;w•=:ra,'t'��t'� t��T'`s�, � 'ES''•3�;�w�,`�19'�4,ts. •tt> � 4., 1 ; .�\ .,ki= t , �. .� it. .tr;.r,. .iris,.?:�rit.; +:l; .h,,:W'� .�7 .�r ,° Tt?V�:��tt'!�c`°'.�Fart"if�,5�`I,,71` . : M1 c 1 .,, r ,:t. :�r r ,S`�tf�.Y S� �3�f'r�'r::r.�,��G';�$�,y�frn •� ,t.t;,�^�,+.`;�`�1«ei�1• .r,+;4��{�r�4e, a� y {+y � '{r " \� { `}� ��' tu+a��9't' :qJ �”}N .I.t'.`,i� l .x t:l• >rt' �. �.Jl 7 . �'� .i b�� +}��!'. 1' Irw-: L' M1y'rT\,�?lr}y f T'h-�}•s r t?, i t .. t � t r9 r.�? �� s+4f�ts;�tz�gy'4L.'�. � 7 tm {FyK�Vt �k. � t tt?• r r•t` �r i�a�srt{ fi{.di;�"S��ytf",}tc�`,: ".'�� '"��>7r�'t+c�,� ti M ' 'l�4ls.1 :, i uw lYwrb E Vw14} aMe MU}.•u L4 ,... .. r.ew v...rrn wwv pfd 'M1 a..,✓rwth:i+4s:•ni py un;.P.+itY'Af!A`Y,"*1�/n.•"'�'tk��'+ Q hEK WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI ! D. Terminal Units Connections: Comply with SMACNA "HVAC Duct Construction t' to � Standards," Figure 2-19. t { iJ 3.5 FIELD QUALITY CONTROL i A. Disassemble, reassemble, and seal segments of the systems as required toQ accommodate leakage testing, and as required for compliance with test requirements. B. Conduct tests, in the presence of the Engineer, at static pressures equal to the i! maximum design pressure of the system or the section being tested, If pressure classifications are not indicated, test entire system at the maximum system design pressure. Do not pressurize systems above the maximum design operating pressure. Give 7 days' advanced notice for testing. tifn. f �; C. Determine leakage from entire system or section of the system b relating leakage to - g Y Y Y g g the surface area of the test section. 0.r D. Maximum Allowable Leakage: As described in ASHRAE 1989 Handbook ?{ "Fundamentals" Volume Chapter 32 Table 6 and Figure 10. Comply with r requirements for leakage classification 3 for round and flat oval ducts, leakage ., i s :.. classification 12 for rectangular ducts in pressure classifications less than and equal to i 2 inches water gage (both positive and negative pressures), and leakage classification 6 �`V a for pressure classifications greater than 2 inches water gage and less than and equal to r' s� ' 10 inches water gage. ' �if".A �4(�Ft•.Na�2�1+ry�{}�t f' E. Remake leaking joints as required and apply sealants to achieve specified maximum allowable leakage. F. Leakage Test: Perform volumetric measurements and adjust air systems as described rz,s _? in ASHRAE 1987 "HVAC Systems and Applications" Volume, Chapter 57 and "Fundamentals" ;NF.. ASHRAE 1989 Fundamentals Volume, Chapter 13, and Division 15 Section 00" tITESTING, ADJUSTING,AND BALANCING. t. 3.6 ADJUSTING AND CLEANING xr A. Adjust volume control devices as required by the testing and balancing procedures to achieve required air flow. Refer to Division 15 Section "TESTING, ADJUSTING, r AND BALANCING" for requirements and procedures for adjusting and balancing air aii t µ systems. ' B. Vacuum ducts systems prior to final acceptance to remove dust and debris. x<- 15 j l ,r� PR* END OF SECTION 15891 C5-4199-00 15891 - 10 METAL DUCTWORK RO 'r. -ri g, ""°7 i'n!i'},''r" E a is,'•T:.:n.,,ty;�,�• • f .r- !'Sv tfSs{V4yY�.�rr�4 k. gt�2rf V.4t Yt1 fit' tr�r tft�'1, } " !aX +!= ,: 94 tr . � �,{ �tri,.v.,,a t.,,�.;r�1'a , �{,', ,N.ctys ,r r,i F� t t. �1.: {tty y..,,b t S 5 7 Sj z i,',t`�2t 4,(k41�`a•<.,j "� +! f�9 �rj,1d4 . j�.P:.ggl.,qj��V� ,vh`> rt',�"'5�7:?i,;I;a..a ry,�t Et at r�-,s.r#. r>>f�,l :rt„ t a. .t.c. t \4r a'Z ar F tt+ k r?,s r t�",. e � •,�' r ! � t ' A2 � Y}: 7.,�1:s+5!�a a.tc {`�f.{�+:r r{ ,Ix'tAn�:' G.\t 'f}.u. •M1p,r 5�1 jr� F Yr.ii�^ .i.r`S±7 .l.y ;J.{tr Yf.?" 3a.. jf(d I .t�..�>j,'[S,fi„\? �',�� .�i "p!7T 9 1 .t��}s;1',[S 5'� t r 1' S *:,r; u' ty� r qk�,f t f r L, j i t r>�. 7,*,4.19. a'•t t�' �yy. 1 STV,� iff, -a) XjK'7.Afrf{r r{ ! �+ �f i{l{k4i. 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R(�7�•a-r�•j� t. , Y SECTION 1 5900- HVAC INSTRUMENTATION AND CONTROLS PART 1 GENERALw `>rt,. 1� 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary r :: Conditions and Division 1 Specification Sections, apply to this Section. ��'• ,t•1i ""°� 1.2 SUMMARY a• Y A. "Phis Section includes control equipment for HVAC systems and components, including ;{. control components for terminal heating and cooling units not supplied with factory- wired controls. .t:. �'•1 rr's: B. Related Sections include the following: } 1. Division 15 Section "Sequence of Operation" for requirements that relate to this ? f^" ;,:: Section. "; ' 2. Division 16 Section "Electrical Power Monitoring and Control." 1.3 DEFINITIONS 'i..,,r `JAI •.5..:' I�7i 1��.JJ�4f' A. DDC: Direct-digital controls. B. LAN: Local area network. Mil C. MS/TP: Master-slave/token-passing. �`N,� ti�;'r';r•• D. PIGS: Protocol Implementation Conformance Statement. 1.4 SYSTEM DESCRIPTION °' ' ' ;. A. Controls stem consists of sensors indicators actuators final control elements4�''' interface equipment, other apparatus, and accessories to control mechanical systems. 1.5 SUBMITTALS k f. Tj A. Product Data: Include manufacturer's technical literature for each control device. Indicate dimensions, capacities, performance characteristics, electrical characteristics, ' finislies far materials, and installation and startup instructions for each type of product ;j indicated. 1. Each control device labeled with setting or adjustable range of control. CS-4199-00 15900-1 HVAC INSTRUMENTATIONi RO--3/19/01 AND CONTROLS k . •Y�� 't'•Y'a S[h. 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'y'Yr�;' f.�1,r�;{r:r, 5;�i4Yt;'rac�. ;tt � d s n ?4t�k}ttz/,.i`' v� •}j.L',M�� y- _ :'k4Sr}t'�. , � ''ry ; 'xi.1, j.Ygy€. ••�} {k*rk, A,. }~+:• :,, ; tih��ti"�t�:y 7>"rF ,'y'k,P ,lhrr��S11>,� r ..�,t ,f4 } ( y.' r .,r v .<f 4' •ih,'�t,;''.M' 13, Y{�y iy, ��5� :4 .Y�! .ff �.�, ! s>•f}(S.Y .. ,r k+ .t ^,r ♦ t`...t r - if s .1 .E.Vr ,ts Ly:,y.ik.r�,tC .}..tN tr'r a f. he' tS,�U,{; r /. ff# Fiyt' Lly";3 r �i.�;�' h�L`�.t+<Sah+! 7r t� ?}g y f c. t , t �r 1.. .:I,,t#2 :i��?,u:r. •t3` :� s�L:� �,5. i ,A.�.!.r.r.,.l. ♦.};,yit.:. ....w.�tA .«..w.;.t.S �.:: .e: ... ,...:a..w.t�I,+rw(s:fat:.1'7M'i1:fAM�2N5 nVrl�lt`vMh.trt.tflv./. ) c;A i WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON MISSOURI � B. Shop Drawings: Detail equipment assemblies and indicate dimensions, weights, loads, -1 required clearances, method of field assembly, components, and location and size of each field connection. 'y# 1. Schematic flow diagrams showing fans, pumps, coils, dampers, valves, and control devices. 2. Wiring Diagrams: Power, signal, and control wiring. Differentiate between ;j manufacturer-installed and field-installed wiring. j 3. Details of control panel faces, including controls, instruments, and labeling, 4. Schedule of dampers including size, leakage, and flow characteristics. "t .a 5, Schedule of valves including leakage and flow characteristics. C. Samples: For each color required, of each type of thermostat cover. ' ' D. Field Test Reports: Indicate and interpret test results for compliance with erforniauce r yf,C ;.t7rt requirements. p p j'zn% %�} t::t kt E. Maintenance Data: For systems to include in maintenance manuals specified in :.` '.:n ,��.:14, p } � 1t"�ii: ,; Division 1. Include the following: 3;'..IN, .,f t 1. Maintenance instructions and lists of spare arts for each r � 3 , p p type of control device t s. '. " and compressed-air station. 2. Interconnection wiring diagrams with identified and numbered system components and devices. I 3. Keyboard illustrations and step-by-step procedures indexed for each operator x,` function. ' 4. Inspection period, cleaning methods cleaning materials recommended and f ` calibration tolerances. 5. Calibration records and list of set points. F. Qualification Data: For firms and persons specified in "Quality Assurance Article. •``;. G. Project Record Documents: Record actual locations of control components, including control units, thermostats, and sensors. Revise Shop Drawings to reflect actual ” ' installation and operating sequences. £ ?t" 1.6 QUALITY ASSURANCE �! h A. Manufacturer Qualifications: A firm experienced in manufacturing automatic temperature-control systems similar to those indicated for this Project and with a record of successful in-service performance. B. Electrical al Components, Devices, and Accessories: Listed and labeled as defined in Y NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, and marked for intended use. C5-4199-00 15900-2 HVAC INSTRUMENTATION b: ' RO--3/19/01 AND CONTROLS T .�r. z„ tp �, �;2.\t}4-}1""m,�+fyiti�.,��.'rE@r,�+�s,tv�f",i;r�aysst,)f 7qt�.� � � t>l rvs.:�+ r,it^r+�r tf �f y(5r''�•""^7:^,�Rrn ;t f !Y it"{ .Y S•i �'1'I Eft [,JY.i1�.S ,Jtb AtKt 1�' ;n;t�• �4 St: �, z�.dry: t{") i Sir. , 4tp 4, ,td t r;p tt,FSy J} e?:f_" r""r',sC. r� �.", °iii k't,^.Yr � � ti.. hw riY�pY�;f'i.`�t r� 9 }) S prr`a5t�r { �e;(b2l,, �t 1"..j � j�f'p Si�"�F: 7PK}{„tr y: 7,1 , � t ti 1 r}�r its-�♦ `i 7; f' ^i';t' a •j /fZY. ,.,;�"6 t'.dl�t5r bpi Rt ar y .,r 1{rj., ( t- 7. .y r s(}rt c f',t¢4 �t'ua ri':n .': ".( U1 i 4'�! r `t!!r`�tj 1'•''^ t��` 4)rrt'Sa 4a ,;� �.{rit'<}.Y" 1jr��.(?� P��"�`r !et ,�� •-S 3 ..t,•t ,ftA {�I 7A 4p � l� r i r r t .: ITp� �y� p{v 711�i.b��$�'9 L V� *� 5::�!�� ,,t s ?• s t i' }� t�t J}�k"`i! �k St,'`a' �{r�,l ta.31 �a4'`'r , } .MVO.t4 iji.y tit 1 :. .j.: L 's. ..•..1'. .fFt'...t4,�,{, t'}',.,yrR e ,�,# 1',5 9yY 2"f1`�-tu•:: its s't�'s,{s �4;aS,,i i�t=^,', a, ,4 {' aa1 �,,. ,jav t, ' k.,. 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Comply with NFPA 90A, "Installation of Air Conditioning and Ventilation Systems." 5r,•, 1.7 DELIVERY, STORAGE,AND HANDLING A. Factory-Mounted Components: Where control devices specified in this Section are indicated to be factory mounted on equipment, arrange for shipping of control devices to unit manufacturer. t "`' 1.8 COORDINATION A. Coordinate location of thermostats, humidistats, and other exposed control sensors with ».,,. 3 plans and room details before installation. B. Coordinate equipment with Division 16 Section Panelboards to achieve compatibilityl�.,.t N with starter coils and annunciation devices. ':" to achieve *r`t`•i:.'%:�f.. Y C. Coordinate equipment with Division 16 Section "Motor-Control Centers compatibility with motor starters and annunciation devices. D. Coordinate size and location of concrete bases. Cast anchor-bolt inserts into bases. Concrete, reinforcement, and formwork requirements are specified in Division 3 Section "Concrete Work." i�='fit; ,.. 'y'f��`��fi�•,;,:';t�, ,.:� ern• (',s l .: tsA f �•, 'i PART 2 -PRODUCTSt '.%'!t �knit,.�..J.r•'•..y� 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to the •"'},(` r:r, following: IsY 1. Control Systems and Components: ' =Xf a. Honeywell,Inc.; Dome& Building Control. b. Johnson Controls,Inc.; Controls Group. �x C. Landis& Staefa, Inc. ih, °°'<• aam d. Siebe Environmental Controls. 2.2 CONTROL PANELS A. Central (Master) Control Panels: Fully enclosed steel-rack-type cabinet with locking doors or locking removable backs. Match finish of panels and provide multicolor y 1i graphic displays, schematically showing system being controlled. kl�(, M B. Local Control Panels: Unitized cabinet with suitable brackets for wall or floor mounting, located adjacent to each system under automatic control. 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WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON MISSOURI :t{Vr Irswj Y V 5 ll((((�� 'iM• �{Y>��=T�;;�``F!Hf,Jru��',yiR�yyyy'('1i1� J 14 1. Fabricate panels of 0.06-inch- (1.5-mm-) thick, furniture-quality steel, or extruded-aluminum alloy, totally enclosed, with hinged doors and keyed lock and ` ` •;� y4 a2>�`•z r ar shop-painted finish. with manufacturer's standard sho :,t�~�.<M•.�4•�.y::: 2. Panel-Mounted Equipment: Temperature and humidity controllers, relays, andvu; ,. automatic switches; except safety devices. Mount devices with adjustments accessible through front of panel. t 3. Door-Mounted Equipment: Flush-mount (on hinged door) manual switches, ,3t includin g damper-positioning switches changeover switches, thermometers and gages. 4. Graphics: Color-coded graphic, laminated-plastic displays on doors, schematically showing system being controlled, with protective, clear plastic sheet bonded to entire door. 2.3 ANALOG CONTROLLERS A. Step Controllers: Six- or 10-stage type, with heavy-duty switching rated to handle loads 41wvifw,� m otor.and operated by electric 'm�fi x A'y, t• ��:"ly, B. Electric, Outdoor-Reset Controllers: Remote-bulb or bimetal rod-and-tube type, action with adjustable throttling range, adjustable set point, scale range proportioning J g g > J P i" g minus 10 to plus 70 deg F (minus 23 to plus 21 deg C), and single- or double-pole contacts. y'. !! C. Electronic Controllers: Wheatstone-bridge-amplifier type, in steel enclosure with � •, provision for remote-resistance readjustment. Identi adjustments on controllers, :-r including proportional band and authority. ' 1. Single controllers can be integral with control motor if provided with accessiblen 1p,Y,9 'j control readjustment potentiometer. �� ' lrY, D. Fan-Speed Controllers: Solid-state model providing field-adjustable proportional >'I control of motor speed from maximum to minimum of 55 percent and on-off action below minimum fan speed. Controller shall briefly apply full voltage, when motor is r� started, to rapidly bring motor up to minimum speed. Equip with filtered circuit to t eliminate radio interference. J 2.4 TIME CLOCKS ' 1 4 c., A. Seven-day, programming-switch timer with s chronous-timin motor and seven-,day r y Yn - S y dial; continuously charged, nickel-cadmium-battery driven, eight-hour, power-failure . fcarryover; multiple-switch trippers; minimum of two and maximum of eight signals per day with two normally open and two normally closed output contacts. ; �yl a }•,N C5-4199-00 15900-4 HVAC INSTRUMENTATION t RO--3/19/01 AND CONTROLS •1 t. 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P.F�'x ,t'?r ,4: z..: �y;' } 1 i1 W §,y�yyx l r��',F'y .�''YtafrLfiaAl..t,�,e�._�:,r..._r:,I .?.Y... .,,:w.....`.:r.,.,t,.�:.,r.+3.:�a,..aMa..,..:,srini4Lh+'i+SS`.iPA v,��uq}sr3N'.n,re tc.,.axfnr.A:+.;:�. r.w,.r.•..,�.{:.,t•,tiw.wvaAiWCarktk�',1b'it�l�{'i4t'N:?'«5! c .�' , ra1�,�},ruiN?eriil',:�T� td•t ,'Kx�„ f - ,., fi'skr,o-'rs!>Frv•;:a..n•tr„u..4:...:w:,b;+,e,c::io+,r',ti,t�r .t3.,rYkANwS}ia'+ � +b. t 9 WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI fhrulb• t_�9 a` 2.5 SENSORS ... N Y S•ir}7 } A. Electronic Sensors: Vibration and corrosion resistant; for wall, immersion, or duct mounting as required. I. Thermistor temperature sensors as follows::` i> ;,; a. Accuracy: Plus or minus 0.5 deg F (0.3 deg C) at calibration point. :''i b. Wire: Twisted, shielded-pair cable, C. Insertion Elements in Ducts: Single point, 8 inches (20 cm) long; use where not affected by temperature stratification or where ducts are smaller than 9 sq. R. (1 sq. m). d. Averaging Elements in Ducts: 36 inches (91 cm) long, flexible; use where _ prone to temperature stratification or where ducts are larger than 9 sq. ft. (1 sq. m); length as required. ' e. Insertion Elements for Liquids: Brass socket with minimum insertion length oft-1/2 inches (64 mm). f Room Sensors: Match room thermostats, locking cover. j g. Outside-Air Sensors: Watertight inlet fitting, shielded from direct sunlight. `� t, S''; ", 2. Resistance Temperature v r1, R Detectors: Platinum. Accuracy: Plus `' , or minus 0.2 percent at calibration point. b. Wire: Twisted, shielded-pair cable. ' ; r C. Insertion Elements in Ducts: Single point, 8 inches (20 cm) long; use where ' not affected by temperature stratification or where ducts are smaller than 9 ., s:. r; ' sq. ft. (1 sq. m). ;k kY r d. Averaging Elements in Ducts: 36 inches 91 cm long, flexible; use where prone to temperature stratification or where ducts are larger than 9 sq. ft. 1 . sq. m)• length as required. � vYx°.�'tClq•,'��th3'� �.9 e. Insertion Elements for Liquids: Brass socket with minimum insertion �•��",`��. �� ,�:,r length of 2-1/2 inches(64 mm). f. Room Sensors: Match room thermostats, locking cover. fry ,Y ? g. Outside-Air Sensors: Watertight inlet fitting, shielded from direct sunlight. s: B. Equipment operation sensors as follows: $� ,t�• rr�-•r� ��MA7"it�..�t',rY,^rYf I rt 1. Status Inputs for Fans: Differential-pressure switch with adjustable range of 0 to « b'r 5 inches wg(0 to 1243 Pa). ' 2. Status Inputs for Pumps: Differential-pressure switch piped across pump with adjustable pressure-differential range of 8 to 60 prig(55 to 414 kPa). 3. Status Inputs for Electric Motors: Current-sensing relay with current ', 1 transformers, adjustable and set to 175 percent of rated motor current. 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'� '•' .h�'`Y 4^4.;� :,)�'t @;, .. .� �',�.^p�}•'.��t8t`i�:th>.::r;ri E'��'�y�j,'t+'t� �'s1 �t"t $ tY�'` R...+{{s't x ,,.�1 k�s..,tt t r t a t � •w.`wr K.w...•a.x. ,.«..�...�._, ,. .:.. . .,. .......;,:.,a..,•..»....«..w,:,. „.rmw..,.kr�....,a.:.w...,........... .. .._...,.:,+:w;.ns..w.rh+-n.'R�wwtmeen.7:'CatfSi�fh3�li�f. �, �,E [tV�s• WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI .. }011 S Electronic Valve/aamper Position Indication: Visual scale indicating t1S t t t•`.f Pr" percent of travel f and 2-to 10-V dc, feedback signal. ru �'��i;{,fit f+. t t,�5,l, r.3•*�•,, ..a D. Water-Flow Switches: Pressure-flow switches of bellows-actuated mercury or snap- ' acting type, with appropriate scale range and differential adjustment with stainless-steel or bronze paddle. For chilled-water applications, provide vaporproof type. 1�. 7 .. 2.6 THERMOSTATS A. Low-Voltage, On-Off Thermostats: NEMA DC 3, 24-V, bimetal-operated, mercury- switch type, with adjustable or fixed anticipation heater. ! B. Line-Voltage, On-Off Thermostats: Bimetal-actuated, open contact or bellows- actuated, enclosed, snap-switch type or equivalent solid-state type, with heat anticipator, integral manual on-off-auto selector switch. t Y� 1. Equip thermostats, which control electric heating loads directly, with off position .J F9 on dial. wired to break ungrounded conductors. ,.� 2. Dead Band: Maximum 2 deg F (1 deg C). C. Room thermostat accessories include the following: ' 1. Insulating Bases: For thermostats located on exterior walls. �t 2. Adjusting Key: As required for calibration and cover screws. ; ' ^5; 3. Set-Point Adjustment: 1/2-inch- (13-min-)diameter, adjustment knobs . D. Immersion Thermostat: Remote-bulb or bimetal rod-and-tube a proportioning on with adjustable throttling range and � acti j adjustable set point. t'i .W: Airstream Thermostats: Two-pipe, fully proportional, single-temperature type, with -rt adjustable set point in middle of range and adjustable throttling range, plug-in test �20 fitting or permanent pressure gage, remote bulb, bimetal rod and tube or averaging } element. -'� 'i c t:�'�•, .��i;•s adz, F. Electric Low-Limit Duct Thermostat: Snap-acting, single-pole, single-throw, manual- ^'if !r or automatic-reset switch that trips if temperature sensed across any 12 inches (300 mm s ` f. � )of bulb length is equal to or below set point. I. Bulb Length: Minimum 20 feet (6 m). s 2. Quantity: One thermostat for every 20 sq. ft. (2 sq. m) of coil surface. G. Electric High-Limit Duct Thermostat: Snap-acting, single-pole single-throw, manual- I or automatic-reset omatic-reset switch that trips if temperature sensed across any 12 inches (300 mm)of bulb length is equal to or above set point. 1: Bulb Length: Minimum 20 feet(6 m). ii { 4 CS- 199-00 15900-6 'i HVAC INSTRUMENTATION RO—3/19/01 AND CONTROLS 1 ,. +91tt4y,"_•'.,�4tswt1`'r.,+ r'�'.ti •.i. '17;,,?;,`�;s �a�a`k r2(�i�C 1 r} nl } ` Y ^c^'.RJ?r•.+.+.'�,!aw.a«nran*wvq•�.�.++ r..r>�n rr r ,trlryirs hl tr �b 4 y ri, t -,i [{' .+'s.*+��«•>.+ `r"R t ',,T�K' a l } (N t lt.t y}3 .?ti;:„1,.'� s+��>9� ![It3 '� s r 1`} � 1 (CS a.SY f F ��• �:}t..{t . l . S ti t "y r?t �,f�',� ('��t�,!i<S�'t'74�tU S; S � r xp%.4w}, "5,��`nr;•?1'x-y `. ,a., ti �.�."T, t,�i�{ , N:•1��(syz"•X �ik 4 �r � ur 1 � yi q ; � r ,r' ' �,p'.•.y� t, e. s'� h� 1 i � 'ry..��F t r�. f � j � �r`V 4 .;.\t y G s s t kS '��'�,�'•� ��"'sSyX'l.i+'F M pp t A Y X 4t+,Ua�Rt�ru ,x(�' rr '� ,! Sttir 2. row r7t W �Hf%r„� c .y ;< IaS:7k { ! ,,� , t H t'} ✓s a{� .� ?r'.'+}��U'r? s 7 }flt �.,• n: r�.i y' 'fr i. s }•:t;�',ix S.� J :�Y. 1 ,l.i Sx rth,:';tia• tY ,,' u' 4�: �:4.• ,s j J,.d+S° t. � �.!j 1•y r{ -4r r 7S t t�{{ f{ { r s r# i t: r.t, � ( t t r r' b hs'r'r nit!},sw. i,� ��.; �'�'�{_yj�y�p�s'e,�.'i+:'Y,^,7 pf t• .:id t}iy'7, Zrt�'�X4 S � .,�,r+t y. .§i 2N.r.�r, J ), r .r.y:< r z 7.t' t t rr. ;. �y `�s;l?,� ,.�, 1 t4 ��r•.'��tK1!t7v't y a.5�`,� r ref 4r.:• �1 d:iS "'}'w�?T i j1� 4 .'� �. t ..' i {I # .i's'.S S n.l4 it `�tt't 4`?�F,�Cs �a'§!".t �'Zx ,y• i 1r •3..s 4 " } 4 •'4 ��r,,,.t,_,`g� �- �^�, t><4��'` try' k' , '•?„,,..r t ' s 1. v p' ,.,a A� r�i$ "�,�r��'t`�a�. t�?f .xr. ¢ii�l `f: ° '� fj: :rr•' .�' ;ri issl•'.' ^p, k c ..rr,F;+M N:tl .�... ,t .ICS[ i Y, 4:�: r{C.t�f;'•it�;s �t� +(. .1 f �.,1's':v � '• t rLsl��r,'h }....�f-u , .,t.� t,..•. r ;• 31 �,5... �..rh 7 d 4 t� i t `\ ,sl;�.,�jf�lr„ .!" �?: Y'Y' { f .� ''p*5: "Y e`F�t; 'fil;�S•:w �i1f4}.xi;✓ .r 1 S i t i 1 t: T x. t +i ','xac jix. y`1 ,. ; ,a, 1;, s >< r ;��L"r zSte'„?.'r{rti„ t5. :,{(.;Iii, .t,5✓1�'7.it;� t•,� ur: s a t t .. gg,t ? 4 d � ,, ,r.•c Sa ,.'rS Y�jtl"�7'l�-4s''F�`4��{ rtr;' fs i'.='k ,} } e;4 "bx .>r� , )� t �}` , .1. .r .,'?: i.s. � 1`t ,�4Y,�.X.c;yam;-ta.2+ `�1�'"•K d' '�?' 'ij ryY•¢ -AF MY U42t� 7.3tjC' \ �:, 1' /F. 1 }1 A ,; t 5r ��t#Vy.'S••�11'�3' i C� ,. KC'.. :Y t,, �Y�G`C+7� ytS sw; �tS,1t,.ti i' } r t :,i 7 , j .it �1 ii3t rT7K�/��•"yr:� tY^k2�{t� �1±,'�. P" ''"'rr a M1u. T 1 ,r :(-• s 1.,t'..a 4t J,:} �.4 ,�t&�'y`yd,.y;,lc i {., �v. .y � W `t .... ,. .:-.�,+ �.,.t....,. ............» t rt! ?v?i•'tw,,r.+rs..t,�,-.a.«..,.,.,.....:,. ....�.,...t.,.......r w�.»r•-ro•,rkax/rAfVklt.rasrv�+.w:t:,..w,+..,.,:...a......,,...,..,.�.1.d.:u era.....i'l..air,fi...«:.i.,k''�.ri�i:'.1:'SV.''35.�.ttikt,t„�i°l� tr,� U :?'wd}7 ,(+ ' ':u..�a.r., Ull t WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI `>`'aa' i. L t,�y.tl'yyv s - �✓fir ,{,ti�h 2, Quantity: One thermostat for every 20 sq. fl. (2 sq. m) of coil surface. z ;�ut 2.7 ACTUATORS IM 1 : A. Electric Motors: Sire to operate with sufficient reserve power to provide smooth !��4`$`r ��• modulating action or two-position action. +: MR. 1. Permanent Split-Capacitor or Shaded-Pole Type: Gear trains completely oil ti `? immersed and sealed. Equip spring-return motors with integral spiral-spring mechanism in housings designed for easy removal for service or adjustment of limit switches, auxiliary switches, or feedback potentiometer. i 2. Nonspring-Return Motors for Valves Larger Than NPS 2-1/2 (DN 65): Size for running torque of 150 in. x lbf(16.9 N x m) and breakaway torque of 300 in. x lbf. (33.9 N x m). a? !' 3. S rin -Return Motors for Valves Larger Than NPS 2-1/2 r,w„ k< ,r! P g g (DN 65): Size for ;�'rt,�h!� Aa�r�;: running and breakaway torque of 150 in. x lbf(16.9 N x m). ;;rat s` 4. Nons rin Retuun Motors for Dampers Larger 'Than 25 Sq. Ft. 2.3 sq. m Size ti¢, for running torque of 150 in. x lbf(16.9 N x m) and breakaway torque of 300 in, x ,;`Y lbf(33.9 N x m). 5. S rin Return Motors for Dampers Larger Than 25 Sq. Ft. 2.3 sq. m Size for running and breakaway ay torque of 150 in. x lbf(16.9 N x m). 2.8 CONTROL VALVES ,a � ' 'r A. Control Valves: Factory fabricated, of type, body material, and pressure class based on .fir" };' r maximum pressure and temperature rating of piping system, unless otherwise•indicated. A B. Globe Valves NPS 2 (DN 50) and Smaller: Bronze body, bronze trim, rising stem '" renewable composition disc, and screwed ends with backseating capacity re packable f `+ under pressure. 1 r it I�•* t'.`,i,'r}`1y''? C. Globe Valves NP3 2-1/2 N 65 and Larger: Iron body, bronze trim rising stem s:4•�- g Y> g • plug-type disc, flanged ends, and renewable seat and disc. �'`" ��•`it� Y;{'aF��h`zYt,F;y'j r;1µ:1 i,,1{{•,,�,,Ti��tt,, i D. Hydronic system globe valves shall have the following characteristics: I, Rating: Class 125 k a and 250 de F far service at 125 psig (862 P ) 121 de C '•'j} '` operating conditions. 'jjl � }ry`'�:•t*F 2. Internal Construction: Replaceable plugs and seats of stainless steel or brass. i Y a. Single-Seated Valves: Cage trim provides seating and guiding surfaces for plug on top and bottom of guided plugs. r�, ' b. Double-Seated Valves: Balanced plug; cage trim provides seating and guiding surfaces for plugs on top and bottom of guided plugs. }, ,tA iM 3. 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' f'l .�p l t 47 ,�.}'mt�F `'Yryr b'•t•..t f i } > > .„ (, 1 f4 .Fr t { . r, , „{�C!` 4} {¢}:t•',�'di`fi`.�.,. tyt {:c }' , ..« .«., + + r t� _.F t �{M'i 'x;�y,t r k taa't:�'�i 7 1.� +ij. +'��5.8s'" ..S«.� 4•t'o'�.,.:Y'. :`s�',} � y o r r F.t .. } ,t., J'1' t, j;v' rri`:,+rg;�tky•.4",4�ti�rL.. x'� .,iyZ +;!�"'t -} 7•� ? UMM7��s 1' frtCMt,FMsiaAtlLYniA•..tr,.+..,:r::::w,wra.+.,.fN V+.i!rm!.wvMm.,��J.4n•w'.yw/i...»4+.,.,.,....., ...,.... ....., "'n.. •zr«t'•,••ay�«n+•,ttrnr�,.a.r.w.n.....,w-•...v s.,_.�.,..........,_,..,.,..,wi1:i�. }j�s U'4 WATER `4ti WATER POLLUTE ON CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI x} Ei ` rti d1Yr' tti '. .S 4. Flow Characteristics: Two-way valves shall have equal percentage characteristics; three-way valves shall have linear characteristics. Operators shall close valves against pump shutoff head. ' E. Terminal Unit Control Valves: Bronze body, bronze trim, two- or three-port as indicated,replaceable plugs and seats, union and threaded ends. 7 1. Rating: Class 125 for service at 125 psig (862 kPa) and 250 deg F (121 deg C) , R operating conditions. 2. Sizing: 3-prig (21-kPa) maximum pressure drop at design flow rate, to close against pump shutoff head. 3. Flow Characteristics: Two-way valves shall have equal percentage } characteristics; three-way valves shall have linear characteristics. r. : ; 2.9 DAMPERS :' x" j fir. A. Dampers: AMCA-rated, parallel or opposed-blade design; 0.1084-inch (2.8-mm) ,,2E�} 'Y'., .5{•y''£fiSnT`i7'?i minimum, galvanized-steel frames with holes for duct mounting; damper blades shall not be less than 0.0635-inch(1.6-mm) galvanized steel with maximum blade width of 8f, ` `' "; `>>K� inches (203 mm). 1. Blades shall be secured to 1/2-inch- (13-mm-) diameter, zinc-plated axles using,_, { ,�} hardware of zinc- plated =r 1 ? ;•+�\b f zinc-plated hardware, with nylon blade bearings, blade-linkage steel and brass, ends sealed against spring-stainless-steel blade bearings, and thrust bearings at each end of every blade. f '�,� ' ' 2. Operating Temperature Range: From minus 40 to plus 200 deg F (minus 40 to plus 93 deg Q. 3. For standard applications, include optional closed-cell neoprene edging. 4. For low-leak-age applications, use P arallel- or opposed-blade design with "" •t �r� tri, inflatable seal blade edging, or replaceable rubber seals, rated for leakage at lessnCgh �y';` S than 10 cfm per sq. ft. 51 L/s per sq. m of damper area, at differential pressure of 4 inches wg (995 Pa) when damper is being held by torque of 50 in. x lbf WM (5.6 N x m); when tested according to AMCA 500D. 2.10 CONTROL, CABLEr> A. Electronic and Fiber-Optic Cable for Control Wiring: As specified in Division 16Mt•r, t,{. P g� P v;{ Section "Control/Signal Transmission Media." ' { `4 y PART 3 -EXECUTION 3.1 EXAMINATION Verify that conditioned power supply is available to control units and o eratorr .<r. A. Ve fS' P PP Y P x..:.. ,, j workstation. r n ' t,f a {s4, C54199-00 15900-8 HVAC INSTRUMENTATION RO—3/19/01 AND CONTROLS ; j •S. \ !. + '4',y,r �f,�,�j, .`ti• .`7•.s.vyat5'�,,�? ?Y`�li+tl'-.,i:.'.:;y �s'J,• s r- i 7f i.\'• "�;s',S'n4 i;!'k1?i?'t: 4M G.ti £}�}. r},T � '.�t•.�i°��?i}q. 1,h;r, FsE .r v��t.} � .,i\�,{�p n.;S, f53� .(tf S" :rsA'r,4�•1 4 S q i s}i 2 ,r'� ��is}}s�{,'�.,,,T� ,w�";t LjH'F�}�. !• � '�j 5P' j.` i.�ti•,C.�aSI. {�?�t't� ri .� r' 1 x r.dk? tF'ty} s r{r,r .�,rL Y dX s tv t�L «�'u 1 �}Fii fj'3t s1£ 5ri 6vc„ z �S..l a t f r.{ j. :z 4{t 1r F ��' 4 Y k•. «j, t� v> £^'.;ry(� l';a �ir '. yz`.,',�.. }},jt,. 3k {x�irit7)4�f.st6''Sh.t} t+�'.r` yf 7t s X«�, ,i!v. 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Verify that duct-, pipe-, and equipment-mounted devices and wiring are installed before Sf7 f proceeding with installation. {fd4 {v,I 3.2 INSTALLATION '�� f A. Install equipment level and plumb. B. Connect and configure equipment and software to achieve sequence of operation specified. 3'• C. Verify location of thermostats, humidistats, and other exposed control sensors with , plans and room details before installation. Locate all 60 inches (1524 min) above the floor. 1. Install averaging elements in ducts and plenums in crossing or zigzag pattern. � D. Install automatic dampers according to Division 15 Section "Duct Accessories." E. Install damper s Y, p r motors on outside of duct in warm area,, not in locations exposed to outdoor temperatures. � � ,. F. Install labels and nameplates to identify control components according o Division 15 Section "Mechanical Identification." g {ti� � 'fl;r..' IF';+;i�i'..�ti•. ^'r�'�.e7;��}E�,ffi G. Install hydronic instrument wells, valves, and other accessories according to 'tY}� y�'�;yst .: " .2HtY iF?i Division 15 Section "Hydronic Piping." >•' H. Install refrigerant instrument wells valves, and other accessories according to yn, " Division 15 Section "Refrigerant Piping." 7 1 1. Install duct volume-control dampers according to Division 15 Sections specifying air ducts. r'>.7 'Mti1 .a"Yk:��'s,•r�Y,ri��.,5"i J. Install electronic and fiber-optic cables according to Division 16 Section "Control/Signal Transmission Media." �`' '�,7�r,� _";' '� ,F 3.3 ELECTRICAL WIRING AND CONNECTION INSTALLATION j 44 41 �t r,,',•,+�,1 A. Install raceways, boxes, and cabinets according to Division 16 Section Raceways and f Boxes.11 B. Install building wire and cable according to Division 16 Section Conductors and Cables." ��•� +� C. 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Conceal cable, except in mechanical rooms and areas where other conduit and aura• piping are exposed. 2. Install exposed cable in raceways 3. Install concealed cable in raceway. 4. Bundle and harness multiconductor instrument cable in place of single cables . x where several cables follow a common path. 5. Fasten flexible conductors, bridging cabinets and doors, along hinge side; protect i rt against abrasion. Tie and support conductors. b C _,! 6, Number-code or color-code conductors for future identification and service of controls stem, except local individual room control cables. . Y p D. Connect manual-reset limit controls independent of manual-control switch positions. 4 Automatic duct heater resets may be connected in interlock circuit of power controllers. y '? E. Connect hand-off.-auto selector switches to override automatic interlock controls when switch is in hand position. try�. 4r' it `�•��h4ia'X.'�;}�: `t 3.4 CONNECTIONS 4 �` '�J�,,) yyr�rte•��.; A. Piping installation requirements are specified in other Division 15 Sections. Drawings indicate general arrangement of piping, fittings, and specialties. 1. Install piping adjacent to machine to allow service and maintenance, {' B.B Ground equipment. ' r1.st t, Ti hten electrical connectors an d terminals according to manufacturer's published torque-tightening values. If manufacturers torque values are not indicated use those specified in UL 486A and UL 486B. 3.5 FIELD QUALITY CONTROL ":r t A. Manufacturers Field Service: Engage a factory-authorized service representative to t7. x,r inspect field-assembled components and equipment installation, including piping and electrical connections. Report results in writing. ,� 1. Leak Test: After installation, charge system and test for leaks. Repair leaks and .tl retest until no leaks exist. 2. Operational Test: After electrical circuitry has been energized, start units to ' confirm proper unit operation. Remove malfunctioning units, replace with new ;• gl units, and retest. t,d 3. Test and adjust controls and safeties. Replace damaged and malfunctioning ' controls and equipment,and retest. ; 4. Calibration test electronic controllers by disconnecting input sensors anda; stimulating operation with compatible signal generator. ' " :» HVAC INSTRUMENTATION C5-4199-00 15900-10 RO--3/19/01 AND CONTROLS *"'•�7F'_3"""'.t:� .'9iCr;.�".'<:°-C'* ?!».,',�f.,.°,M�@Mi4AtAtfgl "Y;;t:";.)r,s•$-.r.¢•':i;»R.ie+r'�n�R'?3".LREi-4yr:;:�,i:4 "i:�i>k,+� �•,r+�,,,;k�� •.r �. 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F}j"F r4. a .'t'}} f„ .. t.�' i,t L '.,1- .L' 4P s:.�;..7:b, t: b'•> F}i ��1�.;A}.T F �Jit��€•+'�'is.i•�i.�:n.s.5i� �� 7 Itt ..,.:.r...... , v»{>..riattlrtMJ E.rpMiM'?!•:tMT1A•XhbtSiriFMbh'rwimHri.'xti.u..:,,.,.....wt....,.w,,...,..^..,.n,�.wH�c3+KlhL4+:F.±'.t4k.!Ykr+AfIRNRwrr tlM..+.w:riuv...•...,,[»w..wSCwLJ„«d..51FL.sY+Lifin�Ji�.YbiCit' �"�'n. t 1 } WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI ` B. Engage a factory-authorized service representative to perform startup sery ice. i °�`,,'n, '. C. Replace damaged or malfunctioning controls and equipment. /�;i;��J' ��fi� Y�u�lt 2.'•• n 1. Start, test, and adjust control systems. 2. Demonstrate compliance with requirements, including calibration and testing, and :':.' t , ,;•1 control sequences. 3. Adjust, calibrate, and fine tune circuits and equipment to achieve sequence of operation specified. ,fr 3.6 DEMONSTRATION �•; ! A. Engage a factory-authorized service representative to train Owner's maintenance On personnel to adjust operate and maintain controls stems and components. tx • :;;" y,f zap„'��. fi T t rf� S�> jay, Yl,.,•+' 1. Train Owners maintenance personnel on procedures and schedules for startingx� .5 and stopping, troubleshooting, servicing, and maintaining equipment and }•4,� sche u es. S. h: 2. Provide operator training on data display, alarm and status descriptors, requesting IT �., data, executing commands, calibrating and adjusting devices, resetting default dedicated instructor values, and requesting logs. Include a minimum of 40 hours }� < time an-site. t }r{ 3. Review data in maintenance manuals. Refer to Division I Section "Contract r F '; °} . Closeout.” 4. Schedule training with Owner, through Engineer, with at least seven days' Jys, ° advance notice. t� ., � 3.7 ON-SITE ASSISTANCE A. Occupancy Adjustments: Within one year of date of Substantial Completion, provide 'tF'J up to three Project site visits, when requested by Owner, to adjust and calibrate � +ryf components and to assist Owner's personnel in making program changes and in tt ,� y adjusting sensors and controls to suit actual conditions. END OF SECTION 15900 ,`•4; C54199-00 15900-11 HVAC INSTRUMENTATION RO—3/19/01 AND CONTROLS ' Eati�. "'x,.F -^7s�w'rc>A^„t.^^:?f."'',: .>.•:;{';..T'""�.. ",?arTr ,t'�'r�, �'%"•� k^n•w.lr^,J'r+et .x, •x: ,f:;::�.,} « w y:•rv: na'~.rf:y.;�y.:,'>;'; ..1 ,;f.;, '.1.. r. �l::;v".1.1 1.;'.'J':. .,! ,!�'7.7.is^.'s y`YI' };..e' 'l,.e� ..Y,'k4� u.iY;\ N ye��,S .tt,• ri,•Y '•{ 1-i' y!r, r� , ,sii•!2; ,:,j;�Q,�h�;X,.%Hi�r;t•SLAxtlr?�6�'L f�'�� .yt, ti•�t.y P .ri',�??.W'_itivsk;','o,.r ,h` .��>�'a i1 `1( t 4� r7Z}w 1 t «..t,Fl,ri};">'c.; rtk3 ;lt t ;}r i.{J.{' .7 .^�t{ k 'x.t +.5 .�?, , .r>a t alq,c,.�ygy,a2t .EM1,' lt,_`....•,;.l:q>v"a.!' 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" and Special Conditions, and Division 1 Specification Sections, apply �• tr 1.2 SUMMARY ' A. This Section includes the followvig: 1. Backdraft dampers. 2. Manual volume control dampers. ` i,71 3. Fire dampers. rtt;'4 4. Turning vanes. a 5. Duct-mounted access doors and panels. 6. Flexible connectors. ` 7. Flexible ducts. `'M 8. Accessories hardware. 9. Installation of duct-mounted smoke detectors. Etta+y 3A}• t1 �Vi� �'1 fR�•�•i�l` }; B. Related Sections: The following Sections contain requirements that relate to this Section: �, t .< " g p- rt 1. Division S Section Access Doors for ceiling- wall-mounted access panels ' ?�• rY'�;s'#��":`. and doors. Po 2. Division 10 Section "Louvers and Vents" for louvers installed in walls, connected r to duct systems. 0. +, 3. Division 15 Section Diffusers, Registers and Grilles for diffusers, registers, and +�,'.. r"{, ' a grilles. '�71 " " r constant and variable air volume units. 1••, t{i. :vf``, :s 4. Division 15 Section Air Terminals for yy Cad 5. Division. 16 Section "Fire Alarm Systems" for duct-mounted smoke detectors. , �r a, =' 4 1.3 SUBMITTALS :?-21V. 2171 A. General: Submit the following in accordance with Conditions of Contract and Division 1 Specification Sections. �,i�13 cwt Ay,1.3 B. Product data including details for materials, dimensions of individual components, _ zr �� profiles, and finishes for the following items: 4. 1.1. Backdraft dampers. ; 2. Manual volume control dampers. gHy- ; F C54199-00 15910 - 1 DUCT ACCESSORIES RO-3/19/01 L E, 5, ,.nA: , a�, •{ �'».y�;y�Y[r`5��..`. nss'[pr+^?•'(;;T•�r!.!,r.l^•.'^gti'r'.+a""jp�g 'T"+(YZ7y':5�!'��rcsy.'�}"?•4ti�; 4. •t{ •. ii1 A "' F'»t.,l�Y • 1'�t "N'i T:}ir,i ,.1�� •�ka�irf �+r, ``.r51r t;'h�. ( 4 �,r.�+�.� *ai;NC?.t� 4.,.y i1:^'�, j 7 ¢>+i sr•�${tt4 'w y�Ys4 xn t.�x .;n t 'r.' .,.+ 4 '< !' CH ;ut rr. 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L .�:. f r .r t. t ,�i 2 }l * 'i ! :y r'a 5 S k' .� t s i• `.k�x�r'",`ker�#ll�t �x�•'?"� � � ttr.r��)'Sr'��+.L Fn:�h� � t} � 3 S .;.� } � '.t� t. 5;1. 7 �,Sx ��'.w Ic �f�.: �1161k�S"��' f t. ;d: .T�Sgf;., ��S}}'��}s}, , .r. .t. 4 i' t 'j 's�" 1'., t Lt .FL} '..,f„��',c yt�.w e�•y +,, '4 `'^ji •r'.'r!i .c�. Ja,.�,.ak Y WATER POLLUTION CONTROL FACILITY EXPANSION - t nYr==t ”{ CITY OF JEFFERSON, MISSOURI f •S r ,su 12 J t. 3. Fire dampers. 1 , ' 4, Duct-mounted access panels and Boars. >•�,x�'>��'?t , 5. Duct silencers. ';,* 6. Flexible ducts. } C. Shop drawings from manufacturer detailing assemblies, Include dimensions weights, loadings, required clearances, method of field assembly, components, and location and size of each field connection. Detail the following: 1, Special fittings and volume control damper installation (both manual and auto- ' ` matic) details. 2. Fire and smoke damper installations, including sleeves and duct-mounted access door and panel installations. 4' D. Product Certification: Subm it certified test data on d ynamic insertion loss; self-noise power levels; and airflow performance data, static pressure loss, and dimensions and Inweights. Flt r f ` 1.4 (QUALITY ASSURANCE ^ ��' :;v�;; A. NFPA Compliance: Comply with the following NFPA Standards: ,'`•>i 1. NFPA 90 and for the Installation of Air Conditioning and Ventilating A "Stand ";" Systems."v,r r" 2. NFPA 90B "Stan or he Installation of Air Heating and Air Condi- tioning Bard f t stallati Warm g r�•' ', ,.�,',,,'.. <y Systems." l 'F + t"41 B. SMACNA Compliance: Comply with the provisions of the SMACNA Standards. �7r1[�S{l.�v x;:11•; 1.5 EXTRA MATERIALSr3 f!$1 A. Furnish extra materials matchin g products installed as described below, packaged with p rotective covering for storage and identified with labels describing contents. Deliver extra materials to Owner. :x i�r' ski ��j (`•, B. Fusible Links: Furnish quantity equal to 10 percent of amount installed. ' er PART 2 PRODUCTS t8 r" x{ 2.1 MANUFACTURERS A. 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Substitutions: Submit in accordance with Conditions of the Contract, { 2.2 BACKDRAFT DAMPERS " H ar A. Description: Suitable for horizontal or vertical installation. B. Frame: .09-inch-thick 6063T extruded alununum with mounting flanges7� ' , '%' C. Blades: 0.025-inch-thick roll-formed aluminum. it �'i:3! �"fir'• �)f' '. D. Blade Seals: Vinyl. E. Blade Axles: Nonferrous. 1 K F. Tie Bars and Brackets: Aluminum. � �� Jf G. Return Spring: Adjustable tension. 2.3 MANUAL VOLUME CONTROL DAMPERS A. General.: Provide factory-fabricated volume-control dampers, complete with required h�,.«��yr f 1, N hardware and accessories. Stiffen damper blades to provide stability under operating conditions. Provide locking device to hold single-blade dampers in a fixed positionr ;F without vibration. Close duct penetrations for damper components to seal ductMM ` •y'r� ��'s '�, Jl 1� consistent with pressure class. Provide end bearings or other seals for ducts with pressure classifications of 3 inches or higher. Extend axles full length of damper 't �:<.... blades. Provide bearings at both ends of operating shaft. '+' c:";� l: Standard Volume Control Dampers: Multiple- or single-blade, opposed-blade design, standard leakage rating, with linkage outside of air stream, and suitable for horizontal ' ss or vertical applications. tr 1. Steel Frames: Hat-shaped, galvanized-steel channels, minimum of 16 gage, and C with mitered and welded corners. Provide frames with flanges where indicated for attaching to walls. 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Uy.i ,r..� 2 t 1. s '. fr ��`Lr`'�r�i"t"'�x�t�`5'��'��. 44,, 55 F., ,A,; '., e , t 4 t ;I• , rxt, t a a J;� y`.° W .*c, z'.;ry,�t,;:d�:i;.4-§:;.��,p:nd�.q#J!..t r .t 2,#R 'i. itr' ��rh•�::i ;?�`+;5,•;; # ,y,� tt��.� ? .:;}t'a'xi yf ,'7S,)& 3 c}5 tii ih`,". ii t k� 4 *.t ' t i, { t 6t rr5 1•t, `.F t •.((+•'..4}t1�i�'�'�•.��4.} _,.+`55�G, cf. �t✓R•g� �,�,}�rf�rrr 1 �a�l E 1) �'.' ! c ,-i,s: �' JS' ��F� s a%��k y .w"•at1'eY�{a+''�11ait�+2c�',t l rt,.r,z t�`�u.+W,a..' a r..,, �rt ,.+.�:tnvia. ww•�i..a+redu..aa•r..� �.rr,«...a _ .... ,....1...« ,�irunnuntna_.:4::tMr:S;.•L9A:k,PF:A�`iFY�A�r�,'�i.��i��'�. �t�FF��!y{F� :F°�l',k+4a ar4 xyi{aY i WATER POLLUTION CONTROL FACILITY EXPANSION .� CITY OF JEFFERSON MISSOURI +t. .r 7a:'y�l�''ix3:u�•r i a r 2. Roll-Formed Steel Blades: 16-gage galvanized steel. 3. Blade Axles: Galvanized steel. a �N' 4. Tie Bars and Brackets: Galvanized steel. C. Damper Control Hardware: Zinc-plated, die-cast core with a heavy-gage dial and .:.j handle made of 3/32-inch.-thick zinc-plated steel, and a 3/4-inch hexagon locking nut. Provide center hole to suit damper operating rod size. Provide elevated platform for insulated duct mounting. 2.4 FIRE AND SMOKE DAMPERS A. Combination fire and smoke dampers equal to Ruskin FSD60, U4L. labeled for Class ; B, 1-1/2 hour protection and meeting NFPA 90A smoke damper requirements. - Damper frame sha be minimum 16 gauge galvanized steel. Blades of double wall construction, S inch maximum width with edge and end seals. Damper complete with , px?fitsible link and properly sized externally mounted electric damper operator. . r' n Vii`�>�_j'._awifi�t�L�i•:•I 2.5 TURNING VANES A. Fabricate turning vanes according to SMACNA HVAC Duct Construction Standards, cwiA j Figures 2-2 through 2-7. f B. Manufactured Turning Vanes: Fabricate of 1-1/2-inch-wide, curved blades set at 3/4 inch on center, support with bars perpendicular to blades set at 2 inches on center, and »' Pp F rP .°� set into side strips suitable for mounting in ducts. C. Acoustic Turning Vanes: Fabricate of airfoil-shaped aluminum extrusions with � �..•,��. ,� ;,r',; perforated faces and fiber glass fill. ;0 1y�• •i:'�1�2'Sij��Yf4i;�`��}�ik�k r.; 2.6 DUCT-MOUNTED ACCESS DOORS AND PANELS ilji�k1` t til. � A. General: Refer to the Access Door Materials Schedule at the end of this Section fork�K `�; r `Z7 frame and door thickness, number of hinges and locks, and location of locks. Provide a •��t,}'�s '°� � construction and airtightness suitable for duct pressure class. s �`.• =,tyYt't B. Frame: Galvanized sheet steel. Provide with bend over tabs and foam gaskets. 'r� ��'�' ",• k `�;'�_�� i C. Door: Double-wall, galvanized sheet metal construction with insulation fill and thickness, number of hinges and locks as indicated for duct pressure class. Provide vision panel where indicated. Provide I-inch by I-inch butt hinge or piano hinge and '��, • �' cam latches. ,,-r,: D. Seal around frame attachment to duct and door to frame with neoprene or foam rubber '}' .t' seals. E. Insulation: 1-inch thick polystyrene foam board. '='°� '4�. Its •• �r�, C5-4199-00 15910 -4 DUCT ACCESSORIES RO—3/19/01 .k 5. .+ r_ Ini3*t .?{.� y PtW'a7n�wM11�MMaYMa+«ue�!?^^. ten 7.,cr F. ;.t•• w2^°S'uy"6nAtl"7 �t $.' .� i'? 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';ruv.,,,�.,,.»r• we, ... ...«........... .....w { v��}1`� �rHpy{, • r, f"�� WATER 1'OLLU1'ION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURIf'i w r; t,r ` . 2.7 FLEXIBLE CONNECTORS If L f t y r A. General: Flame-retarded or noncombustible fabrics, coatings, and adhesives complying with UL Standard 181 Class l B. Standard Metal-Edged Connectors: Factory-fabricated with a strip of fabric 3-1/2 inches wide attached to 2 strips of 2-3/4-inch-wide 24-gage, galvanized sheet steel or . ` aluminum sheets. me 0.032-gage alih Select metal compatible with connected duct system. ',,yy' L. Fold and crimp metal edge strips onto fabric as illustrated in SMACNA HVAC Duct ..,r Standard, 1st Edition, Figure 2-19. C. Extra-Wide Metal-Edged Connectors: Factory-fabricated with a strip of fabric 5-3/4 r >:� inches wide attached to 2 strips of 2-3/4-inch-wide, 24-gage, galvanized sheet steel or r9 II 0,032-gage aluminum sheets. Select metal compatible with connected duct system. ��.:4.: ,• ,{,,; Fold and crimp metal edge strips onto fabric as illustrated in SMACNA HVAC Duct ;: _ Standard, 1st Edition, Figure 2-19. 4!% is%1f Er„ le,rt dilt "'.j Ij D. Transverse Metal-Edged Connectors: Factory-fabricated with a strip of fabric 3-1/2 111 d,6siti"y.Y;�r r inches wide attached to 2 strips of 4-3/8-inch-wide, 24-gage, galvanized sheet steel or 0.032-gage aluminum sheets. Select metal compatible with connected duct system. 2'{ F old and crimp metal edge strips onto fabric as illustrated in SMACNA HVAC Duct Standard, lst Edition,Figure 2-19. E. Conventional, Indoor System Flexible Connectors Fabric: Glass fabric double coated • : with polychloroprene. � 1 r Weight: 26 oz. per sq yd. 1. Minimum s r}~fi 2. Tensile Strength: 480 lb per inch in the warp and 360 lb per inch in the filling. F. Conventional, Outdoor System Flexible Connectors Fabric: Glass fabric doublek��s ; coated with Du Pont's HYPALON or other synthetic-rubber weatherproof coatingF ;4. resistant to the sun's ultraviolet rays and ozone environment. - `" 1. Minimum Weight: 26 oz. per sq yd. '�. .. 2. Tensile Strength: 530 lb per inch in the warp and 440 lb per inch in the filling. 3. High-Temperature System Flexible Connectors: Glass fabric coated with silicone �,: ,FQh.f. 4' rubber and having a minimum weight of 16 oz. per sq yd and tensile stren of y { 285 lb per inch in the warp, and 185 lb per inch in the filling. .r°y 4. High-Corrosive-Enviromnent System Flexible Connectors: Glass fabric coated nom;;'t with a chemical-resistant coating. ' 1,vp,, 5. Minimum Weight: 14 oz. per sq yd. ; , •'t,..k 6. Tensile Strength: 450 lb per inch in the warp and 340 lb per inch in the filling. t,, ��.; 2.8 FLEXIBLE DUCTS General: Comply with UL 181, Class 1. 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't-'irs / 4+. ,. f t, t�: •(. , r rt ,G� k�.t' l��r i; '�}�T1',,�J�+.�`;4�` ryrj� 1 y i}`Y Y� tar �t j � v ..,•.. ,. ...d.. •...,> i.r,,,:duessr.rte+«w,�r.h',rtu4r!{�".T�'N!1Sll ��h�s7.t7t . �$ �`�,�y;.a.t }�' Yy 1 ' A., aa.,v, td.rNAfsA+y:,.+M+a•,A+crtul.,w.,,+Yw, ..� � .. .i.w ,Y�t �V�g.}.}'y�`�+��.3Qs�:� ,..'rt.w+«rw.•.w«.'lam;:t.a:..�...•. :J.,... .... ...+,a.«x ti+•+,...,+..<........ ._., .:,... .. .... „-» s �,ir#7 y"Si`;� S "1�".5y�, 3 w.t,FF''r�r{P4+s rjjg¢a.K WA'fER POLLUTION CONTROL F,A.CILITY EXPANSION MISSOURI CITY OF JEFFERSON, ''�rf•;``` „ j i'r{5S1 4yiK 2Y, tk B. Flexible Ducts - Insulated: Factory-fabricated, insulated, round duct, with an outer jacket enclosing 1-1/2-inch-thick, glass fiber insulation around a continuous inner ;1 liner. For use in supply air systems only. `1 1. Reinforcement: Steel-wire helix encapsulated in the inner, liner. 11y��'1 �~�yr`�,•� 2. Outer Jacket: Glass-reinforced, silver mylar with a continuous hanging tab, rote- 'l gral fiber glass tape, and nylon hanging cord, : i 3. Inner Liner: Polyethylene film. u iit Y�� 2.9 ACCESSORIES HARDWARE + .. A. Instrument Test Holes: Cast iron or cast aluminum to suit duct material, including { screw cap and gasket and a flat mounting gasket. Size to allow insertion of pitot tube ;y try �t and other testing instruments and provide in length to suit duct insulation thickness. "' •p,}� Yly:Y':•gnjdt:':' B. Splitter Damper Accessories: Zinc-plated damper blade bracket, 1/4-inch, zinc-plated , nlEtif,,t `. 1 operating rod, and aduct-mounted, ball joint bracket with flat rubber gasket and -',:., , 'i square-head-head set screw. ir, 'r :: C. Flexible Duct Clamps: Stainless steel band with cadmium-plated hex screw to tighten `` ((a� band with a worm-gear action. Provide in sizes from 3 to 18 inches to suit duct size. .,1 ':, •.: ' D. Adhesives: High strength, quick setting, neoprene based, waterproof and resistant to .F,N>;;_ ;aa ';,; "�;tF• u xn4r-0r e and grease. gasoline L.e k f PART 3 - EXECUTION , GYt * 3.1 EXAMINATION L. xf r,a-� i,` P A. Examine areas and conditions for compliance with requirements for installation }, o" tolerances and other conditions affecting performance of duct accessories. Do not proceed with installation until unsatisfactory conditions are corrected. ,;"� 3.2 INSTALLATION � •�`� art..,;,, A. Install duct accessories according to manufacturer's installation instructions and ' applicable portions of details of construction as shown in SMACNA standards. ;, l� ;''' ' 4 i:i l3 B. Install volume control dampers in lined duct with methods to avoid damage to liner '{: V;x; and to avoid erosion of duct liner. A � ;.A}J C. Provide test holes at fan inlet and outlet and elsewhere as indicated. Y7 t D. Install fire dampers according to the manufacturer's UL-approved printed instructions., E. 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'r'S41.a;':ir ta+'LuS„�S:r{.iN' t��ISSi er,t"`e..2..iS..E.:_:.l ri.M1,.c..�.iu..isw..u'ri..4ea1t:4�`br�l bkkR*+w.m,n+><:.rr..,.,.,.»�t,... ,..,.b.......!,..,..r„�..a....,.,e,aae++ezi'.ffFt�P,1:J1.�4�E» 1t4>hMifi�ir.ityibL�:A'A,;�w....;c,.s:.,:.:ixt:t4 ra :±31�C�a1h'i�G1Sf8��{C.��iY' S` •� ' WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI r' ` « F. Label access doors according to Division 15 Section "Mechanical Identification." ?' '`g { 3.3 ADJUSTING tf� A. Adjust duct accessories for proper settings. B. Adjust fire dampers for proper action. vva'u;s C. Final positioning of manual dampers is specified in Division 15 Section Testing, Adjusting, and Balancing." . , 3.4 ACCESS DOOR.MATERIALS SCHEDULE DUCT DOOR NUMBER °tt PRESSURE SIZE OF NUMBER OF METAL GAGE ►:°:f`' CLASS INCHES HINGES LOCKS FRAME DOOR BACK 2INCHES 12X12 2 1-S 24 26 26 &LESS 16x20 2 2-S 22 24 26 1-1ti 24X24 3 2-S 22 22 26 ,:�F"st rtfti, 31NCHES 12X12 2 I-S 22 22 26 w-A f 16X20 2 1-S,1-T,I-B 20 20 26 24X24 3 2-S I-T 1-B 20 20 24 4 TO 10 12X12 2 I-S,1-T,1-B 20 20 26 INCHES 16X20 3 2-S,1-T,1-B 20 18 24 24X24 3 2-S 2-T 2-B 18 18 24 ' f. rrt S: SIDE k-� �t��';. .ijxS(•r . � T: TOY 'r B: BOTTOM ijts 1•E�'�� ' �T EtK rtilf'�,+�y�� END OF SECTION 15910 C5-4199-00 15910 - 7 DUCT ACCESSORIES p ". 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( ' •�fvtt,`rrtV�if�� t;'t'C, d r"s, �, � ��Q C�' :S Lq y r.�rlrIrJ pct' a j, yH ,',g,: ,.1' � ♦t t. :1�• 1 i,,l ..�;. ..4'.' ...�i�i.}r;'�d{r5 •tit�l '� `}�.{,IJ,yyF•,�.�i`,',55 Yllrt r: r 4, r S ul t , 1 SV� :�.+�111.S ia`..m,i}urHt*'Y�s:� ,it. j :t ', '� ,' . •' i', s,, ;1 {'� £' ..t {.'+}r i•t,.rp'�i>•,t,.� i ,yf R}„ i �., ... r t., j,..,.;ati .....,,�......w..�..{.�•:.w.,`r2tx. .."�+lkw\"kt#�'kbiY.i.<x+1w•rv.xr...,.tww...ti.._.�.:y.x,r,..a...»«a.,w1,..t.y+xtum<vnj;s�hkr'Y�rii,,»;ilkAnfYlxrr»r+..,l+.ws.....,. r t t r, yr Nrr`•t. �r ��\,"try',',�7..tY,,&�A �3'� ,�: IX X„• , rrry. •�`I 1,, ,mix WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF ,��:�;�x��,r. ON,MISSOURI ; JEFFERSON, �a ,�' � � �•:� Y SECTION 15940 SEQUENCE OF OPERATI ONS PART 1 GENERAI � ,� "''```` RELATED DOCUMENTS �-� A.A. Drawings and general provisions of the Contract, • t, including General and E Conditions and Division 1 Specification Sections apply to this Section. 1.2 SUMMARY C 3 ��i. A. This Section includes control sequences for HVAC systems, subsystems, and equipment. ,y7 xis . B. Related Sections include the following: ;•�<' ' { Division 15 Secti on ►H VAC I nstrumentation and Controls" for equipment control 'yt� �f=�• ^' and device �:r�` '' •, s and submittal requirements. t MAKEUP AIR UNIT , 1.3 MAU-001: : A. The unit is packaged, natural gas unit with factory mounted controls as specified Division 15 Section"Direct Fir Makeup in • •'it� k'4,�i!t �l•�lt::t,,,: n e p Air Units 5t�cp� s��'•tf�, y ��,:^��. ryi',1 stBY ��iri' Two-speed supply fan motor shall be interlocked exhaust 003 with fans EF-001, and as follows: EF-002, EF- r ' e EF-004 1. Supply fan shall run at low speed when only EF-001 and EF-003 are running. Supply fan shall run at high speed when EF-001, EF-002, EF-003 and EF-004 are running. �:Y� g tti •„ C. Safeties: Provide smoke detector in supply air duct. If smoke is sensed, the supply fan shall stop,and outside air damper shall close. EXHAUST F ` 1•Q' FANS EF-001,EF-002, Er'-003 AND EF-004: r t. A. Exhaust fans EF-001 and EF-003 shall have On-Off switch, and shall run at all times. Exhaust fans EF-002 and EF-004 Hand-Off shall have Auto switch. When switch is in f Auto position, a , , t3 s s Z��•• Po the fans shall run only if high concentration of combustible gases is ��' � f• ��;��', detected in the space.1.5 EXHAUST FANS EF-005,EF-010: A. The fan shall have Hand-Off-Auto switch. When switch is in Auto position, the fan shall ' be controlled b ; >. ..2*A, y its respective wall mounted Gaoling thermostat, and shall be interlocked '�"`S with its respective motorized electric intake damper. 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When temperature in the space falls to set point the sequence shall reverse. e' 4 1.6 EXHAUST FANS EF-006,EF-007: ,4 A. The fans shall have Hand-Off.-Auto switch. When switches are in Auto position, both fans shall be controlled by single wall mounted cooling: thermostat, and shall be interlocked j; with their respective motorized electric intake dampers. When temperature in the space is :j above thermostat set point (90 deg.F adjustable), the intake dampers shall open, and fans shall start. When temperature in the space falls to set point the sequence shall reverse. +• ' 1.7 EXHAUST FAN EF-008: :i A. The fan shall have manual on-off switch, shall run at all times, and shall be interlocked with its electric motorized damper. When fan is turned on the damper shall open and fan motor shall start. �� " 1.8 EXHAUST FAN EF '.� A. The fan shall have manual on-off switch and shall run at all times. M.7", Tk "�' 3a 1.9 EXHAUST FAN EF-011: A. The fan shall have manual on-off switch and shall run at all times. °'�, MAKEUP AIR SYSTEM OF FUME 1.10 HOUR: `, - ,. A. Fan SF-001 supplies makeup air to the firme hood, and shall be interlocked with exhaust fan of the fume hood. Makeup heated in the pair is he - hot water heating coil I- 001.-001. When � �r•'' ''" the fan is commanded to turn an, the outside air motorized damper shall open, and fan shall start. B. Safeties f '� I. Provide for freeze protection shut down if temperature of air leaving heating coil t ! P P g S �q 'j HWC-001 drops below 40 deg. F. The fan SF-00I shall stop, and outside air damper shall close. u „�• , 2. Provide for freeze protection shut down if outside air temperature falls below 40 r, deg. F, and water flow to heating coil HWC-001 is not present, as detected by flow ?F ; switch in hot water piping to the coil. The fan SF-001 shall stop, and outside air damper shall close. >; 1.11 ELECTRIC UNIT HEATERS EUH-001, EUH-002,EUH-003,EUH-004: .r . A. The heater shall cycled on and off in response to its respective wall mounted heating thermostat. CS-4199-00 15940-2 SEQUENCE OF OPERATIONS RO—3/19/01 r y i ° ;S`:)r' cis, 'a( * � 'r°'t!r.$ °+' k-C^^•.�r.i.,y,. 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' `Lt+t*°"�,, ?-'i•tur4.1 'J=S,3 F,� .t• 4 i. 5 ;.jt� 'S..,i. t't��,�!'. '+fFk ,rjv'{t, .t ,} �'; i iviYtxPrF j' ., ij'u 1'�1>fl s+ +-1gte:S kt`'1,ta F£, `� {F •j S �t 7 r ti .7 t '. Y it e"'{ �,o".1�' pii ` ti3 , tt ? .xxatiflF. ' �r ? �.}y'(1(.hilt,t;.i°�:; `-if f :i, .r #� r t i '•?' ,,t„t «rt.•. t ; p ,•A: lIT# i ti '.'t�t�'3i"�t,.t .:.Y t t tt•.i, ' t-,T,,;{.,•Fs.: , '5(� i +t ..t4`' 7 �.r.,�z" P�' ,ti 1{r4 a^.: �f r�f�. ?tw's tir":::G3ShW:,iuli:s_r,.};<._.t.. .. -.-.. ...,.- r..a ... ,...«•. wti•w..•ett ,. .,......_,, ........._ _ ,. ..,,....,. 4... , x ,:?1 r i �P,7{, .. Y.N+4M.IN•tt"±+.r}�/fp"t,+i;MMiA A\!w.•hn.a,,..,.«.(a:rw«..uru.,..,,:./,r.aJ.GIbeSN/. " ll 1 .�i r+ 4 :.1l,, t't�.wt>;atu's:L:rx1,.•n.Iti,• 77)t� 1 y^ WAT`ER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI fr €��rfit f 1.12 AIR HANDLING UNIT'AHU-001: x tst.�l 5' A. The system is variable volmne air handling system. The unit consists of a mixing box with outdoor and return air dampers, filters, direct expansion cooling coil., variable air volume supply fan with variable frequency drive, and various VAV terminals. Sequence for VAV terminal is described in Division 15 Section Air Terminals". All setpaints indicated , shall be adjustable. B. The supply fan shall be controlled by supply duct static pressure sensor signal to a variable frequency drive to modulate fan f q y speed. Provide static pressure sensor two-thirds down the supply duct system with a set point of 1.00 inches of static pressure. >.. , C. The unit direct expansion cooling coil shall be controlled to maintain a constant discharge aka temperature of SS degrees F. v, nac. Y.i i„�.�itf rbvxr N.;yj4. for cooling, the on a call condensing �'�r��;"�;��`','•�' 1• UP $, g unit controls shall modulate capacity b means of hat P h' Y 'ttt ',r • , gas bypass to maintain the discharge setpoint. ':-� 2. In"occupied"made the outside air damper shall be open to minimum position. 3. In "unoccupied" mode the outside air damper shall be closed. r; •.} '.i D. Safeties: r >� a,v;; 4ze�,. ' � r,� 1. Provide t'{a;•.,y 1�T'+4 ` ' ' a smoke detector in supply air duct. If smoke is sensed the su stop,and outside air damper shall close. supply fan shall yfi}n•!4:}i 2. Provide low temperature protection if the mixed air temperature drops below 55 degrees F.to close outside air damper. ,, i •Tr c�:r l�f ��7�; : 1.13 AIR HANDLING UNIT AHU-002: A. The unit is constant volume and consists of air falter, direct expansion cooling coil and supply fan. B. The supply fan shall have manual on-off switch, and shall run at all times. it C. The unit direct expansion cooling controlled g coil shall be c ed by wall mounted cooling thermostat set at 75 deg. F (adjustable). �M1 il D. Safeties: Provide smoke detector in supply air duct. If smoke is sensed; the supply fan ' shall stop. 1: �'. : 1.14 HEATING HOT WATER SYSTEM: '+` `;`} A. Hot water system consists of a hot water boiler,two circulating pumps (duty and standby) t, ;"` i' '4 and a three-way control valve for outdoor air reset of hot water temperature. , qtr .ct.� t 4 dt??�i',J,.�• C5-4199-00 15940-3 SEQUENCE OF OPERATIONS t R0•-3/19/01 ' C.?7r; .c.•;•.-.T T r• ..,Z fit. � .{h. � •r�„ %YrF�t,�,ltt;<a <��JJrt>,'t�;r�bx5v �'tii..t(. i ..°,"{"^t,*'.r,r.wu,tw�e�mwnna!AU+w...•^"^."7.; '.t•r:':�,tr�i:l�` «;mr`t�..,r..}«,{�.,n,u,r.r�w}.-�nt'^^.r ,..ra fi t. ix I 9,T�L :d('.}� 4r' 5••L•!.,,t�s i' t1 ,rri., , ;.p. .� tb�It4 rJfl' rtr{3;,li�t5.['Y`�.�z t'","` dW'`4. ,•-.�:Yt�,+,'tL 'fir r.d, r+fit`'$ 'ti',,tid•i•ks fir{ T 1. .,,t tt is>>. yr�.€R7.xr� )t.• + ` i C ti ! J, , +' B iy't,�'ix i`P^ti rid k7. ,'�. �:r3p `S!, y.• ,� J a*' 'V s7•,�' .� �};..•j,fr;ifs, I ,.,f. .1S 4-''• lr.., ,t a Fr'� r t c tz t .t r�y� �•� ,E .� }'f•rt., �4;,,K:E t }} `"t' 1t;. ,.it;"a,,5. 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'�#� � is�� iPt. � �„ S 'F t f 4 ', t � '1�rt! �,.,, 1� � � !�S• '� i ..te.t .�•„t''tt 'Srtdti,�t7:,S,t'�1'�.��Ar.rcti,..l i-X73iY?%}..uS, sL:�k,s.:.w"htj't�£.n't�*+rt�v��t.��Mii'bl.�itaS..,.::.L«it..mi:��.:M.t!'�:.�,��, a. ..c�.:a Sy+'f;.2�,....5 1 i WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JiEFFER.SON,MISSOURI B. The boiler B-001 shall operate at a constant temperature of 220 deg. F b that cycles main gas valve through boiler controls. The boiler shall be supplied with all controls required for proper operation. C. Control system shall modulate three-way control valve from temperature sensor in hot water supply and a temperature sensor in outside air to maintain following field adjustable schedule: Outside Air Temp Supply Water Temp 0 200 65 120 D. Hot water pumps MP-001 and MP-002 are duty and stand-by. Standby pump shall start automatically when duty pump fails to operate. The control system shall alternate duty and stand-by pumps for equal ware. 1.15 ELECTRIC BASEBOARD HEATER.EBH-001: A. The heater shall cycle on and off in response to its integral heating thermostat. PART 2-PRODUCTS (Not Applicable) PART 3 -EXECUTION(Not Applicable) y END OF SECTION 15940 f f i C54199-00 15940-4 SEQUENCE OF OPERATIONS RO—3/19/01 �i'� r. :..S;�.a. d;`l ✓� r' t .fy =` (14 '4':.`”.�i 4� K$ A`F}31r S;ai�+ �':, ,+�n i�?!;?,rt`s';�•'::':sa { .F t fC. Si�t� >.'�.�,}: L(,, 'Z.. S�' t >;. ri ,t , ..�. .:ri t: ti .., x1. '.1t?. t t,�r '�#+,r cnfir#tF�Y'�` ttZt' �3 }4. >L r L,nr,,,y Vy..; � �. ,,nr'`t ,11,.j s,,lltk�aj9�.:E�,t"^+�fk4i�q�t'��,,.�'�„ "!L"4'• t:. r: .:r u�..art• tY 1 , .. - i ,wt r�yfh' � x'. h 4 r� • ai.id w� �f s1 4 'tfi ,*t y§ ?�rt#, ''t„N. "ytS, '� 3'. 1 .t .iP ( .3 g t'r.i.h al �,.)i}'-';'17. xyl .•+ad }.t. `•�J*?��'' '�iit�•`A'?"7��} t��t �f: .s: 4�! '.s •6r. St r, ,. z r.y', t.,Jis':r'fJt.�•��,-,i,'�"a.�.�j4,S}s.S+�JZr,. .a^^'i.I�'e s, )p. ,t� �7,;c �fi��k T; ,s �.s,,fa°t ,r'. " t4 r.. r' s' i�F,t.7;};;p!<i,�,.,4 @.} _,� �>r��•,. Ft.e��,�'`�',„ } �.�.�, a�s�t�' .f�.M�,��<�,., f�. : 4 7 t .x 4 r. s a�' r ,' c , ? I >3 �,k�,�°�z• �;y�'� ,4' t .?s irr ��gg, ,t t�•}....��i t;'2r'�.wT�'' 41 C Mkt,.1,�Tr t t .. .r }4X 1`1 U�:c;, ..J,�§.• y'•.�RW^" { r� �L.zx%rr(?ile}kttts U�� J el,s,'Y�•6L Wr.i�RS:.ii..:`.ta.,........ r Y...,. ., !.,...v...........11,.}•,ni.r,•ro x:ev'+..A.barr?K'.L,4,,5,su;.}YTr"i,Hen n-,a«..wt•. , ... .....n,u.�+...,,,., r.(aNt 1r � s r .r,.w t .4 i'?� {i11,+'.'4�` Ai"q•V�}��(t'{".�`y. f}a� .wi.. ,ti5 Ka,!�<r"M94�r4.r't'4'A,h;L,.r1+bx .J4:a. .� ., .•...,..iw � ufirii••+hGA�i�H24lM..FLInfAhN�.i::..Y }I}LS��^%'v,�`('��{f11,t)['`y � �tV} .}•l,•i �it^}Y;}t�¢i t L•i�I`f'. f WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI t t` t,J SECTION 15990 - TESTING ADJUSTING,AND BALANCING 1 iz'r)1 �S PART I - GENERAL 'z.,.�::,}°r' ':Y� `z'x'• ��r Lti.r"„,fir,•. S' ,;•, 1.1 RELATED DOCUMENTS ?� A. Drawings and general provisions of the Contract, including General, Supplementary and Special Conditions, and Division 1 Specification Sections, apply to this Sections 1;� f 1.2 SUMMARY , f A. This Section includes testing, adjusting, and balancing HVAC systems to produce ' design objectives, including the following: I. Balancing airflow and water flow within distribution systems, including ',{�q,�5:'•.��r�},F'J%. � submains, branches, and terminals, to indicated quantities according to specified tolerances. 2. Adjusting total HVAC systems to provide indicated quantities. trim},�rr �{'�`b'w.'S�'• 3. Measuring electrical performance of HVAC equipment. ” QV e •r3 r'J 4. Setting quantitative performance of HVAC equipment. '" ` that automatic control devices are functi onin properly. 4Y : 5. Verifying ,;gym;•.`, ��a;�' '« 6. Measuring sound and vibration. acre j 7r n tt'�te"rx.I FKltf+ i': 7. Reporting results of the activities and procedures specified in this Section. B. Related Section s include ude the followin g' t ; lG3f. f 1. Testing and adjusting requirements unique to particular systems and equipment ��;r� �,'�of 4'<t are included in the Sections that specify those system s and equipment. �;,.•; 2. Field quality-control testing to verify that workmanshi quality for stem and ?�,irfFr ' P q y y equipment installation is specified in system and equipment Sections. ' s'� ' .f "{ 1.3 DEFINITIONS !' A. Adjust: To regulate fluid flow rate and air patterns at the terminal equipment, such asI k ,s,t• ;. 'rA � J g P ` '. a' to reduce fan speed or adjust a damper. I`s'tr ,,< tom'v,,:•,:kf B. Balance: To proportion flows within the distribution system, including submains, branches, and terminals, according to design quantities. i, i C. Draft: A current of air, when referring to localized effect caused by one or more { factors of high air velocity, low ambient temperature, or direction of airflow, whereby more heat is withdrawn from a person's skin than is normally dissipated. v�.,.. D. Procedure: An approach to and execution of a sequence of work operations to yield • " repeatable results. C54199-00 15990- 1 TESTING,ADJUSTING,AND �` r +s> RO--3/19/01 BALANCING Fi is ` •t '�fi'S.+'.',�'S..:,j"rrj,'�,:7�if,�: F ir!MS�i'R i?:•�;?'�'^'.'�^ e. MsNta¢�w�xewyvM'!.°"',rf("'".f1-:"�.Y;' ' `;v �i ,�'ry��.i'�1�: r ..h" r:l . ., s i':laie.,, ,i• t,.r�,"•�•s�•};:,. "'f s' ,•fl,l;' ` ..-i• } '..']^s,�I�t y.(,Yi j:!, ?iA '�,, rY y i��r 4 ❑y.j': ',s?J•v, ' :+'. ,Y .fe t:,� �4. rt. !.':r ;,}. •t{' 0 L},�F .�x. �: ',x t�i., ,y;, i. nw{i.}d'��}",•�.��•.i,�.,,r. 4' lu'ft'ri,' %r Yt.•o h.:},T: i� uf�.F' ••r'!t�,)., .,la :.i!'?'•t t 1 , r.l. xc. 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',x'i,z,,a'��>�;",�a yt)r.•cq L-{� ;y„ f'. •• c , •i,' tt' t,?;` x, � ,tp��. iat4`��,,,•t1•,jy�.,krii.'t�,7 3 .x r 4 'i ' :� ,. r , .'f.Y'? ;Ve? Ji.d'�t ^��y-��,�,„''7 tf r. t�a��.r+rF a,J�,.1' t. . J• 1# :� ' .. ,i�'� 7 �[�'��.�/,��+',{c t. +�'r�. yt{' y�`,i;l.�bj t�� l`'�'�� .• ' H:Hv.S.Viwa1' . '.....:.1.... ..'.,i....,•.,,..�.aaw.w,h4.r..Annr...;..:i..w,v.•,,...... � .''.�. ~++ ♦ *"'mixYa•mS+TR1"�#t"Ti+.N��5��ti�i �.+5 'ry`y{ ., � L ., .....nr ..., .. ,m, rrn++•�.x=..nr.us,.~•.n ..,.. r.7P,;+1.^t'.,'Y3WF{4,,F(i� ... •. .• =4 JJ'k'L�YtI)� .tybT i,t Pl n ... ...,- ...•>•...n,N:< ... ^7Lkr tf'7�q� t7 t tat' 41 'ti WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI - E. Report Forms: Test data sheets for recording test data in logical order. ;;4=1:;,;;t, F. Static Head: The pressure due to the weight of the fluid above the point of ';;` measurement. In a closed system, static head is equal on both sides of the pump. a,a G. Suction Head: The height of fluid surface above the centerline of the pump on the suction side. H. System Effect: A phenomenon that can create undesired or unpredicted conditions that cause reduced capacities in all or part of a system. '± I I. System Effect Factors: Allowances used to calculate a reduction of the performance {{r 1 ratings of a fan when installed under conditions different from those presented when the fan was performance tested. J. Terminal: A point where the controlled medium, such as fluid or energy, enters or r , leaves the distribution system. •��f,�.f 'i' is sF•^,.q,a,k.;:,�.�� K. Test: A procedure to determine quantitative performance of a system or equipment. L. Testi ng, Adju stin g, an d Balancing Agent: The entity responsible onsible for performing and y reporting the testing, adjusting, and balancing procedures. M. AABC: ed Air B Assaclat glance Council. aA-.°• ��,?�,� :��-��`r�i� 't 'n..5' r' TyyiTti:'f�r'1 N. AMCA: Air Movement and Control Association. Institute. O. CTI: Cooling Tow er t, af5' �` R �RV N Q. P. NEBB: National Environmental Balancing Bureau. " ' ''';''' Q. SMACNA: Sheet Metal and Air Conditioning Contractors'National Association. ~, A' 5' ' 11 1.4 SUBMITTALS • ni`J:, fit 'p + tz��', sy A. Quality-Assurance Submittals: Within 30 days from the Contractor's 'Notice to '' 'y + :,I Proceed, submit 2 copies,of evidence that the testing, adjusting, and balancing Agent �a=7r;Y,1 � � and this Project's testing, adjusting, and balancing team members meet the ;f f` �I '4::' qualifications specified in the "Quality Assurance" Article below. �� `'`4 • •,�� „ }41'+sa oAu B. Contract Documents Examination Report: Within 45 days from the Contractor's „r fry, Notice to Proceed, submit 2 copies of the Contract Documents review report as specified in Part3 of this Section. ups C. Strategies and Procedures Plan: Within 60 days from the Contractor's Notice to Proceed, submit 2 copies of the testing, adjusting, and balancing strategies and step- � + :af C5-4199-00 15990 -2 TESTING,ADJUSTING,AND RO—3/19/01 BALANCING l '^r'E ',�r�`^3/sk;�r+i4+bij4(k` fM7,.1. >'�t' �!;.l.�M1;�`ktl...i� r rt Ft� ,r b;\t. t.J. a t� ,. r: ir�tid`� 7+ ✓ t'o !'i:.'., i r.2� R1 ,r.,is »rtln ;,.» ..;x ,; r r t+r.. r :,i,,., ;:...,,• t �; 77'7M, ,/�+�i . Y Kyk a,t �,+i•W�1 �'i��r!`t y�r r. 7s t �' r 3,,j {3^4''S �p 1 1, i r A:! ,�� tr' :'1.(it 1{jr' t F;� ,Fr C.# i1?yT � �};�a� �T+'iij'?��rr��'t' •�• .:. 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'(�� ,rG 1.YgJ� t, '7ti< kf:i 5i�k 7rYl.+bt�FT;?,�� WATER POLLUTION CONTROL FACILITY EXPANSION {[., CITY OF JEFFERSON,MISSOURI ,'•'S`"'; t;.- 1 }t by-step procedures as specified in Part 3 "Preparation" Article below. Include a ... d complete set of report forms intended for use on this Project. ' '£` 4 �t tit , rte, D. Certified Testing, Adjusting, and Balancing Reports: Submit 2 copies of reports prepared, as specified in this Section on approved forms certified by the testing, adjusting, and balancing Agent. E. Sample Report Forms: Submit 2 sets of sample testing, adjusting, and balancing report forms. , F. Warranty: Submit 2 copies of special warranty specified in the "Warranty" Article below. 7 1.5 QUALITY ASSURANCE ' ( A. A g ent Qualifications: Engage a testing, adjusting, and balancin g g ent certified ified b y either AABC or NEBB. Firm shall submit proof of a minimum of 5 years experience Yti with systems and facilities of similar size and complexity. .t7et `;'�-`$• B. Testing, Adjusting, and Balancing Conference: Meet with the Owners and the Y. ` :0 f Engineer's_ t representatives on approval of the testing, adjusting, and balancin g <• �'} z : strategies and procedures plan to develop a mutual understanding of the details. A { :. Ensure the participation of testing, adjusting, and balancing team members, equipment manufacturers' authorized service representatives, , and other "y p I-IVAC controls Installer, support personnel. Provide 7 days' advance notice of scheduled meeting time and tksiji, locations °1 1. Agenda Items: m Include at least the following: ' "t ,,�,q.pr�•2f�r b•. a. Submittal distribution requirements. T �` ' :) b. Contract Documents examination report. t ?� J�wY. ;' C. Testing, adjusting, and balancing plan. s t �* d. Work schedule and Project site access requirements. �,. fr, e. Coordination and cooperation of trades and subcontractors. ?y,.r;,,,, P 'ewy £ Coordination of documentation and communication flow. C. Certification of Testin g, Adjusting, and Balancin g Reports: Certify the testing, adjusting, and balancing field data re This certification fv }'"ro J ports. tion includes the ^"` f �`•"-�- 1. Review field data reports to validate accuracy of data and to prepare certified r J :, Jr 45 i ;:4y' j`i testing, adjusting and balancing reports. ' 2. Certify that the testing, adjusting, and balancing team complied with the approved kt, `si testing, adjusting, and balancing plan and the procedures specified and referenced l:fit in this Specification. 12 •!(i �iti,.4� � 4h ,Ira;3 f1� 4� ,y�.S'��r• CS-4199-00 15990 - 3 TESTING, ADJUSTING, AND � ;°y:L, Gyp• RO—3/19/01 BALANCING ' _ 'F•4n .r 1 [.M,;+LtT� r'^�. �Y 1€}*,.r. ..'1'i• r:.�;, .�t�''' '-„a`:.,, ,tr're.V.tw+>M t,.,t�*�'�.,.,'^'.^+„y.,..,trt;}.T%s:Y,:pr;nt,v •71r l�� „� r,.,.lt; :<<!, ,$t t,!'” .3.*, �h•k. ,•tr i. .t.t-.rr: ,rr.. .t ,fa, na...,. t.. .5,�;.,iny7y`.'',1'2''''y.,. .�:.c,`•i 1:�crr :ra �4'f�l�.�t.rh:�. # ,K'. �i J t'i,e ;<,�k7":':S"1)Ir,r',:� .r,7•' -4,`F .'f". a.51: .: k �1. Sc6-•.,:[�J r !,u, y. +,.:'{ t'IJ+tf' c: }.;yrz+. .3rJ t• �r .:il' ,�`f�;1.; •.�� ',! •r„2: �",s'; i:h.k' ;r.. � # �:5.,;- .'t•:,r��"rt;st<,�i p s• t 'f`:4'+:a.. ;'��,+';?� "�r. 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I1F '!kf 'jifl i `i f ..f. kuTi}..tta. fi "1i p. r( ::� r`rtt'liT..^.1.� +�.�Na.r', �-.� n i tt (.>: ,, +...,. ..i.'. s ,r "!• it'J ';r'tt`i.t '•;' `3��y'' ;flp4' r vrJ ' t I "..tST {r -.;� >5 a 4S' .;,1 .!.5. + _ a, 1,', 1,}.1! 4.r., d'{":S.,Y':i':A,*�'/,✓�.tb� •t.ty, },"y4.{�{?'&:�tS. ' fA "� t t. .` .. ''i t s.,', 1( s �rt'= ' itt r �+ S�iCr•?•�" �rki�'�ii4u}r+++'dk+au,:.'#':: t .....,. ,a.; r ... ......,.r�..,......._�-._... � 1 �... .w<.,. ,.,•,..,w .. . . ` ..... _ .i3 '�r(}�t ��j'1 L��y�� (y}t . ... .. >�4+r,.✓.w..ti.,•./ .a..•b ' ♦Y: `. � �`Yl"•SY}3( �rM1�� t L'i ..�+ r .... '. ......l..n+ rPhy left'..nJ.Yh�w!'NWV�A<'ATf1S.4kC�l,!{'S)�tx'��in,l•I,�.:' .. '. �j1•� S ! .v �t a�rq.. ,•.x,; t f WATER POLLUTION CONTROL FACILITY EXPANSION Y OF JEFFERSON, CITY MISSOURI ,'A�,ii;t. .1 eta`;;;• y 4 ..$t Y t th.4•'x w .. D. Testing, Adjusting, and Balancing Reports: Use standard forms from AABC's "National Standards for Testing,Adjusting, and Balancing." "W, "National its ! E. Instrumentation Type, Quantity, and Accuracy: As described in AABC national �, •�.._,�}:fir f sUmidards. sA t f„n I1?W*ht,yy F. Instrumentation Calibration: Calibrate instruments at least every 6 months or more frequently if required by the instrument manufacturer. t 1.6 PROJECT CONDITIONS A. Full Owner Occupancy: The Owner will occupy the site and existing building during the entire testing, adjusting, and balancing period. Cooperate with the Owner during f';�+krk'; -" : testing, adjusting, and balancing operations to minimize conflicts with the Owner's operations. ^��:.r+• a ,} B. Partial Owner Occupancy: The Owner may occupy completed areas of the building #'ar . ;`,�h {' #r at �' before Substantial Completion. Cooperate with the Owner during testing, adjusting, and balancing operations to minimize conflicts with the Owner.'s operations. ,;}" r�;64,. +7if art:`}{?,iPy'tX. atlPy ',�[5..1t� 1.7 COORDINATION COORD .} A. Coordinate the efforts of factory-authorized service representatives for systems and °, �¢Ttdt74ulNw�ap � r i+': equipment, HVAC controls installers, and other mechanics to operate ILIAC systems and equipment to support and assist testing, adjusting, and balancing activities. ' ,,�� C�L' B. Notice: Provide 7 days advance notice for each test. Include scheduled test dates and ` I times. C. Perform testing, adjusting, and balancing after leakage and pressure tests on air and ' k:krtt , > va water distribution systems have been satisfactorily completed. AR W4TY F 11a A. General Warranty: The national y project performance guarantee specified in this Article shall not deprive the Owner of other rights the Owner may have under other ,fie` provisions of the Contract Documents and y P hall be in addition to and run concurrent with, other warranties made by the Contractor under requirements of the Contract Documents. "1 ..i. B. National Project Performance Guarantee:J Provide a guarantee on AABC'S National , Standards” forms stating that AABC will assist in completing the requirements of the Contract Documents if the testing, adjusting, and balancing Agent fails to comply with the Contract Documents. Guarantee includes the fallowing provisions: • ' x r'' S ' C54199-00 1 /0 15990 -4 TESTING, ADJUSTING, AND R0'--3/19/01 BALANCING • �+' f t•a+��!�Si.�.a ,_kt� j..t ZSH xyn' t rt,k''.y`1" "" ?” 4+lKA4T�`1ftwCiliagKv°+'!C^?"+^" a.dT 4+4wit I. /tk� � dy hL�•, } 1��1�:F(x e i", 3 '('. � ;>' PaJ$�}'At'C+ �+;Jrt./rit J?�� 1 ^l.,:tr`t4btJt`t.,n,,.rr'');�rtti,a"1)f, + +'�. ^t �„tfrn�v�r 7i .. .}..L F�l. '_' f`t r'� ^ie Vr _, .,.,IF{at4'�t5 x°`l +•:{'F�yyyt �r -,' y.. 1'rtE'P d��kt i*"^�1 i��T ty.t,�,l�f�.��c tY.��+�1,p45 i'�t x1 R� r i 1YX raF M c1Gt' � 'Stty3 ,•.t:';� �r. 1f ft 4 'tt '14 ..+Itfrtk�t Y{{�,t",s 1f4� V �' �'k. ,?, , �.i' -yyA �;, �?,'t�i}t�� t• � tis i t n't"it r��S �� Y ��!t t M �vt j. l , 1, ! N i $.x �� !�'t.1 J-�. �;vt��'� p +�� .0 4"+Sl 7 t7�j';.y<{l ily :Y7 {�✓r�t.y.';[t4 i.8ih 7i .t•'. f n F?.it i.A '�t + i�a� j{i�'Y'{" S 11i� ` t U t .;7},j !'f'^�k y te:`iRF�¢' 4y'y}pj��r+ l•< x (d r }..). y { }yf lL� 'r i' M it t,• 't t �t j e +r 1, i�d'* S}th 5 c t 't;t ! ..+4• s r s a s+d kjn t .�a't�EfYtl$1l�f 4,•-v� ��iAP' r, , „{,,: Si x{ IL a , p li'tt;°ti+'' ;ftr .. .;,r , ?•.?IYY ^SttS(J`3'�f�yp S, itrt, l;i,'.'4, (7+a:2a..tt�,,Sj�%tl.'�r'+ .}v.:�4 �i t'.! •:t: "+ z i'.r ti r ,:1 t ,6,�'},gr'ef4."`t'Se7#ti,.?c[�'"��(a .3�y,, t) . Pr. . +Ya Yi } rl?' i,• 'x u ,"! tr`•z. t a . s t Y ;,s,i t,4i`.�' f',t ,.YAM A, �, ! , !�.f.$,t. .{' .*7,yt 31 1. 4' ,,;j}. is :A jrt rti}i:y�srnj�t,^ri•, .g�i!C'.'T�F2 .,,{��-:�•j V y 1 ?,�xH+;�.,r`'�,.1 f�. ,r st 1 .� �\. ,:y.,,,.r,s.,,.t.: 'S,',}x•�',t. It r+�fs` .xg'7� f, 2?;4 LO ,! ` 4 �w v . ».rw ivtt.kt+t..;Y,SY",M!1.( rF;�ev sn,p w.M (,.nu,.u.,.,...,,.,.•r :n1.rWm+wY•4fi'N"".th 4Yr' f 11�r'f. i 'S' `•;C il`A1dsMtlY�'1'=M i�v,t§•*�+-+ot,a•,x,+r,w�+r,.r;r�mra..r.we.VLtitCNWMei�twti+iA1MF4A;c'viw�4L.:,u.:�1_.{a w ilfi,, j-�5;:. °�+ z };'t �rft tk5+ r�n�ff�� WATER POLLUTION CONTROL,FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI �Sr� :I� �• ft (1}s�� C. Special Guarantee: Provide a guarantee on NEBB forms stating that NEBB will assist q$5 S in completing the requirements of the Contract Documents if the testing, adjusting, and balancing Agent fails to comply with the Contmet Documents. Guarantee includes the following provisions: 1. The certified Agent has tested and balanced systems according to the Contract Documents. ' f ; i 2. Systems are balanced to optimum performance capabilities within design and w ` f installation limits. 1' PART 2 -PR.ODUCT S °� AA ry , (Not Applicable) " "Y �t PART 3 EXECUTION 3.1 EXAMINATION i3:.; A. Examine Contract Documents to become familiar with project requirements and to ;r;` �): , �' discover conditions in systems' designs that may preclude proper testing, adjusting, i r f a} and balancing of systems and equipment. ~ I. Contract Docunents are defined in the General and Supplementary Conditions of 'r" ,X the .�' F =� Contract. 2. Verify that balancing devices, such as test ports, gage cocks, thermometer wells, , 'W"..' Y, flow-control devices, balancing valves and fittings, and manual volume dampers, :L; ' : ;=; : . 5 are required by the Contract Documents. Verify that quantities and locations of '':; ` these balancing devices are accessible and appropriate for effective balancing and ta Vt z;;i . for efficient system and equipment operation. y.�,f=' y�,,y•. B. Examine approved submittal data of HVAC systems and equipment. '' ' .sl "a ,,:•.;�J Jam„ ;�„ � {� {� C. Examine project record documents described in Division 1 Section "Project Record Y Documents." i D. Examine Engineers design data, including HVAC system descriptions, statements of design assumptions for environmental conditions and systems output, and statements y. . of philosophies and assumptions about HVAC system and equipment controls. E. Examine equipment P erformance data, includin g fan and pump curves. Relate n;•, performance data to project conditions and requirements, including system effects that YY;y can create undesired or unpredicted conditions that cause reduced capacities in all or ' part of a system. Calculate system effect factors to reduce the performance ratings of HVAC equipment when installed under conditions different from those presented " tT C5-4199-00 15990- 5 �r TESTING,ADJUSTING, AND , RO -3/19/01 BALANCINGr �j � '47'z•+j+')r•!N .'\�• `t li.^'r{: t r t `�{;t.>,':F>?TT?� ^.wbw!NnvrwtRaRag7.'wrw�7wne"n^,':!7,'.'-" ...� s�t� ' i r"j';t,:.,'h 1•'• .,1;,r 1 <.s. t•, j 4•`., S, t!?,r': .1'cr r. '.,. .,\," ..l' <.t t.+.. 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'3 ,+H;r. t•,.°h! r-0i. ¢ �<'i tpTr.y! S°'.:1 +,y� .41.tt �£.,`!,' ��•. 1. } ,., ,. .:t �.�5.:e..:, ..(r1 tr+ ,"�.ise ZN 4 � 1.c7..�b, ts�',• ��a..S. t .,, r 1 t .;� �.,".i ��,•,.�T ••�',�' .,:in ..r1.•z•t��f43 f'.''5�.,�.1p {'•:rk't �}:j i1. ,,:J. t , ., ', , `r i t,'. ,ft'+' P r.^ 'KJ+ t `;t4 4 GyyJ7�:S }} } �', 3 a P" .(r'?v,,`• 'S Ge'r"'�� ' , "."'�s R {x,- a'4� i a 1� ctJ ;i� \ } } , •<,}. .x ,ir,..,"j, ;g "i..��"1',�i��; ��'ba y ij�� ,}•r7�...�3 i�4�LT'd�f�it9�f r. rµl jsiu t.s r:}, t. , 4i I , ti' a 1� ,i, �,�� elf: .��4 L i 1 34.i`•'Y'1 2 t� S s S '� !! i � ��`N!»`�� ,�p�,i .E. �•�j,.;la iJ•� d�J } y4 tfr�;:`.3"(S�r f S'�,+(,"f k'r 2 ? t S ... 'i• .. :i � " "•7 r} ?7r ;�'}'+�1�wj a ,y�#��, WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI A�(M1Y�}i Yat1��. when the equipment was performance tested at the factory. To calculate system Cl` ;{ '. effects for air systems, use tables and charts found in AMCA 201, "Fans and Systems," Sections 7 through 10, or in SMACNA's "HVAC Systems--Duct Design," A Sections 5 and 6. Compare this data with the design data and installed conditions. F. Examine system and equipment installations to verify that they are complete and that testing, cleaning, adjusting, and commissioning specified in individual Specification yf.37 Sections have been performed. G. Examine system and equipment test reports. f H. Examine HVAC system and equipment installations to verify that indicated balancing devices, such as test ports, gage cocks, thermometer wells, flow-control devices gin; balancing valves and fittings, and manual volume dampers, are properly installed, and •:� their locations are accessible and appropriate for effective balancing and for efficient system and equipment operation. ,�'z ' 15224;:;;'..^. I. Examine systems for fiamctional deficiencies that cannot be corrected by ad'ustin and k�y MA'-".Abalancin g, ; .� J. Examine air-handling equipment to ensure clean filters have been installed 51� b earin s '�f�� ? are tight,g eased, belts are aligned and ht equipment and a ui ment with functioning controls is ?�, Ya; f i ready for operation. r� �. y-,tWK. Examine plenum ceilings, utili zed for supply air, to verify that the y are airtight. { Verify that pipe penetrations and other holes are sealed. i�2i- ' L. Examine strainers for clean screens and proper perforations. :. � �'��ti' �s�Yl'Tni�•SY�': M. Examine 3-way valves for proper installation for their intended function of diverting 11:s j ` or mixing fluid flows. k,� • i R ' N. Examine heat-transfer coils for correct piping connections and for clean and straight 1" + fir�"":�•.;�'' O. Examine open-piping-system pumps to ensure absence of entrained air in the suction ((p—z piping. P. Examine equipment for installation and for properly operating safety interlocks and controls, Q. Examine automatic temperature system components to verity the following: 1. Dampers, valves, and other controlled devices operate by the intended controller. r; 2. Dampers and valves are in the position indicated by the controller. 01"M y>i C5-4199-00 15990 -6 TESTING, ADJUSTING,AND RO—3/19/01 BALANCING rf Yl i , ']ix'c 3<s +'�S.`ti?1i};;';,`s'i.fibr.5f''r•.�'';: �i �+^"t•1'�j il.r `�' •} .,�.rt;rE.n:,r y(:t y Y t��'+.�F",3a;,��.,?},ir+1{Tr,x t+,,.}l,r�1.r•.lnSv ty)X�.x,f^s,t S i ,:s i„<;i5r:r,.,r'r'.:y„{iS.'1 r",'.k�.'\1T2,7^'"^t.,.t..'1+s,+}.'rp,'..!'..,a9Se,'t 3,,;s,'1 w=.*1.c'',f i z H;4'fr tf• p!.t",t,rM -=<tit`, s1 ;�.ln E�iS�i�;•Fy J.rrY�,:;zry j;�..�'�,I,.�,�,��,.ty,�c,.'yfig , �, 1'1,�;'k�. Y:54�i�iiy:%!':y pr�ry3� J)e, l�,G".Ir.�1'{i. uti{1i�. f• ;t. Ft::t .ijt7,iG��'tt*t.�l''�,�Ci { ,.( .i 1 S i'.(, ! .,{' � ..t�J..\Jt �.h i.'h 1 h1'Zji �1 1 v114 rF'�,{� t.'.`4}%';s:'='v�Fa i r,J�H{Sry�ii�r rrd'z.y.•i,.Cjt S tft:3.!,A'�.��,.�A�r v?],e,,,"`yx�t T��rf��'c.�,�ftn!5yl+,*,1^'}nC;7'��ri.�x'N,�}.'}'y3 f?J 3}•,y,.;1z r@ r,��t.ss`t,v�,,,;(T�r,ry N.!�4'c',T,1�`�r�A t'?r�L S�r;U',t 1tj�`a.•�'a.,�•l�2,�n„':.�'`i�3 1 G'.•,r'YA:5k••'�,r r;+..i�<y.::,.t'�'nf�!�,t�.r;r r r.„f�.':A,''..5�i kce`�.•.;i,,.{�:+.{'..i,rY.��v4!'�,y q.�,,,a.!-k,Li�'Z•�.�t.tci:'Y.t>i.�ia 7,l,}f L.t�R.2��ry/.;t..,'*�i.r,t,r..•.�t..S;r,s.t.+..YYic;i,.S p,,J,:t r c;;J,..�.,,i..•.,.,{,.,t,rf.w;a vt.r,:1:a,.'t'1 r'.'djyC t.J 1�,.�.+s y.:.t1 Lt;Y•^:.:.'t.�.i��„+:'�1.:E.Y..t.�.t.t.•s:,r84�t 4t"6•:;1,tS,5,4t,t.:4 i.j!,1,f f r:`,•+,'r c.,;K°t.'7�' E�t rs,,..1..'�t,:,+..,l:<i�•'n t(.!'I t 2:i.t J�..Y!',�{.+ >t`,t t'r tT....t.,}..+�Y,.c S.};r'rs 2�'Si,F��,.',.i+'P',•iS?rt�t,t.r h':;',(!j:,e.f+}t»,.:,J+�',f.t t•7"<,:�7+e t"S�.t 3'�':..s:P3,;}:)`,`,r i9•r`,..,S yre(,l n',,e.rr 41l�•x t�.�!:{7,`t'r;'s,.P,g�h,•t'C{+„�'fr u,,tY,S�t.WVV;l2q.�is�.>ar.i,n'•,45 � Yt ifr '�,,:fr�{�1,S 1>}':"�'v�`L.,y i+f�.c 4�;,��V,'J'�'"t£'!1^x•' .'2�,�1"t.`'`�.�'nk1"1 k Y.!+•'(.�A',yf t .t 1: &y,. ;iyht n:4y aC,it'£`r{,,,:,�,}�!'i;'iy" y,fi t�[„ , 'i t .`..;i7:fl f+••;.1',ry 1 t z, rti ' ,.d4.',t' ''- ,'t .,. .jr:, S.g`j f. ..t ;rJ :T, p'yt a, i`;:ij�;�v4..y!';., ,i,.ni1�"!', 3, E.�C”!�;r�z^kyP� J, it< 5 . b'' t'. { •'1..4: { ,ir�n yt,N}• .,,f.' j {°� ;!i! �S}�i^'+�rivr�'i�..�`�hY'�{a 4'� �'r 3 �y � 1, } Ert�, 5.f . r. S .7,4{�.;i._s,.,�y�. , $� ,f rsr :r .. r' vl +� .r{(t .,Z`r>r•'•1yt sr1�,�`�" 'r`�>�'.yii.,3ay., ,� y 7^k'..r,,.;,•i,r4,y 5,�.., ::r } � ,. r.. a r.ii,.t.,,;f.a,„.:{,4s,'�c�,>!'.>( }'J t aryt.rt ero i t � f ��C�.'4 y t "rdz;:..d.1a..t::...: : , } ..;: ..,,u...:,.�' Mrr T.I.vy..N�.•( .+11... ,.s.»,a..., ..".: .ar......, .... ..,.,v.. .. .,�• ..,,,,,.atyAYr?tt}}Zht>nVVC.J „mi,.,,.n.,,......�...,;.,.....s.n.:..:.',a..«.ww✓++.r.+•'vGW.4...r..rtu.:...nil.�..ri:(.�, ��3 WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI ifi� ,r..rr - 3. Integrity of valves and dampers for free and full operation and for tightness of fully closed and fully open positions. This includes dampers in multizone units, " mixing boxes and variable-air-volume terminals. KS ., 4. Automatic modulating and shutoff valves, including 2-away valves and 3-way f ` `,r��f �ro rr c,•A = ; mixing and diverting valves, are properly connected. 5. Thermostats and humidistats are located to avoid adverse effects of sunlight, 4{!' �n ;'•ti drafts, and cold walls. 6. Sensors are located to sense only the intended conditions. r' 7. Sequence of operation for control modes is according to the Contract Documents. +<t 8. Controller set points are set at design values. Observe and record system ' reactions to changes in conditions. Record default set points if different from ; design values. ; ; lJOt 9. Interlocked systems are operating. „�,> n: ��; ;' 10. Changeover from heating to cooling mode occurs according to design values. R. Report deficiencies discovered before and during performance of testing, adjusting, 'r` ,rote {' and balancing procedures. '''' 3.2 PREPARATION p' ' A. Pre are a testin ad'ustin and balancin lan that includes strate ies and ste -b - r •f; '{ •:: P g, J g� g P � P Y step procedures. h�f`lit;}fit . B. Com lete s stem readiness checks and re are s stem readiness re orts. Jeri. y the P Y P P Y P � �t ji1.�'t'�y.••.: following: (ry� `;.,,+ 1. Permanent electrical ower wirin is complete. ±� y systems are filled clean and free of air. You ' s<•,,,5 f 'r: 3. Automatic temperature-control systems are operational. 4. Equipment and duct access doors are securely closed. 5. Balance, smoke, and fire dampers are open. 6. Isolating and balancing valves are open and control valves are operational. Y;F, 7. Ceilings are installed in critical areas where air-pattern adjustments are required and access to balancing devices is provided. yrr 8. Windows and doors can be closed so design conditions for system operations can be met. 3.3 GENERAL TESTING AND BALANCING PROCEDURES IN ,fifi Y9. A. Perform testing and balancing procedures on each system according to the procedures a� .Y`..�r contained i n AABC national standards and this Section. B. Perform testing and balancing procedures on each system according to the procedures contained in NEBB's "Procedural Standards for Testing, Adjusting, and Balancing ofd >, ; Environmental Systems" and this Section. 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'��rS�PJ,:��„�.�1 i�; a F t r 'eF k7r;at� ; WATER POLLUTION CONTROL FACILITY EXPANSION F CITY OF JEFFERSON,MISSOURI f C. :perform testing and balancin g procedures on each system according to the procedures contained in SMACNA's "HVAC Systems--Testing, Adjusting, and Balancing" and I i this Section. D. Cut insulation, ducts, pipes, and equipment cabinets for installation of test probes to ;r r t the minimum extent necessary to allow adequate performance of procedures. After * h, .r testing and balancing, close probe holes and patch insulation with new materials identical to those removed. Restore vapor barrier and finish according to the insulation Specifications for this Project. a = E. Mark equipment settings with paint or other suitable, permanent identification material, including damper-control positions, valve indicators, fan-speed-control '�� : '1 levers, and similar controls and devices,to show final settings. i' ° 3.4 FUNDAMENTAL AIR SYSTEMS' }BALANCING PROCEDURES ;`(t ' A. Prepare test reports for both fans and outlets. Obtain manufacturers outlet factors and 'i recommended testing procedures. Crosscheck the summation of required outlet "` ''y ,.:�a',`'n; ;.� volumes with required fan volumes. B. Prepare schematic diagrams of systems'"as-built" duct layouts. + ' � C. For variable-air-volume systems, develop a plan to simulate diversity. '��r.,'X,, �!i �y�z'>_ }��a� � • fry,�:.,.r. �>♦1 r f'„'_k� i D. Determine the best locations in main and branch ducts for accurate duct airflow ' measurements. Ell .t E. Check the airflow patterns from the outside-air louvers and dampers and the return- sfry.;?'�; �,-;, 11 and exhaust-air dampers, through the supply-fan discharge and mixing dar►ipers. f;. F. Locate start-stop and disconnect switches, electrical interlocks, and motor starters. . ={ , G. Verifiy that motor starters are equipped with properly sized thermal protection. fT' 1,£,.,• � ' H. Check dampers for proper position to achieve desired airflow path. �� • ��,� -��x�”1 ;lt I. Check for airflow blockages. J. Check condensate drains for proper connections and functioning. ' S•y ',,Ft;. K. Check for proper sealing of air-handling unit components. ' 3.5 CONSTANT-VOLUME AIR SYSTEMS' BALANCING PROCEDURES ` A. The procedures in this Article apply to constant-volume supply-, return-, and exhaust- air s stems. Additional procedures are required for variable-air-volume, multizone, . �c " t C54199-00 15990 - 8 TESTING,ADJUSTING, AND a K0—3/19/01 BALANCING JS. �„{,an,n.,.y.: ,r-•.+..«..r*�w suvwxwaYelC!✓ MSiP"9't"++R�"ar •-r .r ,.�.�i,..�..,-,`;v"i»fn'Y+r,•*.r^t*T r+: .t Ff,Fr �+r +��i; V#gip: r F y y(tit ��c q r .,� r,i t .,. ;•` 4 ( c ` +^ �E 1n�'��.�-*�.�'r 17�'F i•�u M'{" -�i' f j J , ,{ �*X �i: {�e'�',. art'fr�yRre}�t 1``x 4,tr t 13.`; {'.FT .�.i1 :4�•r(ilr,�` ..7t.� �,{ -tFti,'l;ih r. r, ..1,' `=..te 1f^'tr-4,y.�zF:{'ra.-:•�,ryFntii;t.� `;}'�' {7 ( " � tJ�•. 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Y'r. , "4 4• i i r':ril']i3`ae.W f7:.}_^.1:, . , ..... ... ....... ........ ,...,.. r,,Ni,/v!+dFMF.N,h.n e,!:w ,., 4.,•..,, .._. .. . . .......w .. ,rnr 'a* Yu»,...,. ...a.,,,�r.,w,:.+':Jaia,:..,..,,,,;.aS.:.al r..i £5 r� 'G.�,ri�`�� 1i Y ;� ` WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI t S t dual-duct induction-unit supply-air systems and process exhaust-air systems. TheseiYsffF� a' f: additional procedures are specified in other articles in this Section. ' B. Adjust fans to deliver total design airflows within the maximum allowable rpm listed by the fan manufacturer. 1. Measure fan static pressures to determine actual static pressure as follows: p p ,;-, ,. rs a. Measure outlet static pressure as far downstream from the fan as practicable '` and upstream from restrictions in ducts such as elbows and transitions. b. Measure static pressure directly at the fan outlet or through the flexible connection. C. Measure inlet static pressure of single-inlet fans in the inlet duct as near the r it ti� (-r•a�;rnt '�F. fan as possible, upstream from flexible connection and downstream from '?]Y P duct restrictions. =•'1�.; " S d. Measure inlet static pressure of double-inlet fans through the wall of the plenurn that houses the fan. 2. Measure static pressure across each air-handling unit component. A'•� ,°p•t;„`k ,< a. Simulate di filter operation and record the point at which maintenance ! personnel must change filters. 3. Measure static pressures entering and leaving other devices such as sound traps, .s, {: heat recovery equipment and air washers under final balanced conditions. 4. Compare design data with installed conditions to determine variations in design , . � ;r static pressures versus actual static pressures. Compare actual system effect factors with calculated system effect factors to identify where variations occur. f 1A ��i�f<; =' Recommend corrective action to align design and actual conditions. 5. Adjust fans speed higher or lower than design with the approval of the Engineer. :r:� i J P g g PP .,.... ',`ttiE1 tia tai Make required adjustments to pulley sizes, motor sizes, and electrical connections ` : ;n..r q J P Y ? '? KII ' to accommodate fan-speed changes. } :a# 6. Do not make fan-speed adjustments that result in motor overload. Consultr�, r equipment manufacturers about fan-speed safety factors. Modulate dampers and fir''' `J? 9 , T measure fan-motor amperage to ensure no overload will occur. Measurev., t.., amperage in full cooling, full heating, and economizer modes to determine thet'a 's d' maximum required brake horsepower. r C. Adjust volume dampers for main duct, submain ducts, and major branch ducts to J P J <f° design airflows within specified tolerances. 1. 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Where sufficient space in submains and branch ducts is unavailable for Pitot-tube traverse measurements measure airflow at terminal outlets and inlets and calculate the total airflo w for that zone. (� 2. Remeasure each submain and branch duct after all have been adjusted. Continue �tl l�ya aT1� . to adjust submains and branch ducts to design airflows within specified xf' ! tolerances. rv„ D. Measure terminal outlets and inlets without malting adjustments. 1. Measure terminal outlets using adirect-reading hood or the outlet manufacturer's ' written instructions and calculating factors. E. Adjust terminal outlets and inlets for each space to design airflows within specified tolerances of design values. Make adjustments using volume dampers rather than ; !=; ,-.; I. ks' t •�'�'i�''�' extractors and the dam pers at the air terminals. 4-,1, . :, 07:1 1`gym 1. Adjust each outlet in the same room or space to within specified tolerances of `'" t'' r` wx design quantities without generating noise levels above the limitations prescribed g g by the Contract Documents. P 2, Adjust patterns of adjustable outlets for proper distribution without drafts. ; t:: 9 Y`,tj;,e'y�{A.41;•1I -> 3.6 VARIABLE-AIR-VOLUME SYSTEMS ADDITIONAL PROCEDURES A. Compensating for Diversity: When the total airflow of all terminal units is more than n. the fan design airflow volume place a selected number of terminal units at a r ! maximum set-point airflow condition until the total airflow of the terminal units equals the design airflow of the fan. Select the reduced airflow terminal units so they are .j distributed evenly among the branch ducts. t B. Pressure-Independent, Variable-Air-Volume Systems: After the fan systems have been adjusted, adjust the variable-air-volume systems as follows: ? "';�• 1. Set outside-air dampers at minimum, and return- and exhaust-air dampers at a '3; sr} position that simulates full-cooling load. 2. Select the terminal unit that is most critical to the sir PP y 1 -fan airflow and static ' 'r pressure. Measure static pressure. Adjust system static pressure so the entering b , static pressure for the critical terminal unit is not less than the sum of the terminal unit manufacturer's recommended minimum inlet static pressure plus the static >', ., pressure needed to overcome terminal-unit discharge duct losses, 3. Measure total system airflow. Adjust to within 10 percent of design airflow. 4. Set terminal units at maximum airflow and adjust controller or regulator to deliver the designed maximum airflow. Use the terminal unit manufacturer's written instructions to make this adjustment. When total airflow is correct, balance the t' r.. 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F1 Rrr Jr.A3 fi f t !: ,}� H , .7 curs > i;17k1, ".�t1{d� 1'�:',i'r• �' s A��.aE '�'�7s. �,• �r�b + y�f�kt..'J'qt fa3rP'��,, vSt s , ,.,.�', y �y.21,i .� �.,7r}' t[�rc+ � t� F ' ..� p } i ;7 ..c9. a Y r,. {i i. � )' },z'1•'aar ��'�f•a�:t{�t.?)!'r�•" d !f,$`�iyy�a�,'i+${i��4ir.�rM1,�? r: 3( r ' t; > t .a, 4 :,� i'Gt r{,1•" i.,ka,v `•,r1,rfi{�xr�°, ;:i��1E � " ht'2-i�t, y 1 x: t 4 .,.,ww'•wer ti•ar r. , . t f4 f f r =>! hy,}F'4y,. ,"f�;f.j�iyd�y' �,("r�7.�"i t�y'�;,i.t},l.u.w.. In. ..n.+.....1'.. ...1.. t � ,. v.........,...«7...,...a+r k Ml>>. t+'h ....w.r,. , .�.r..... .... .... ....�...,.wrt+.,•. n.t•:H`1`V.7,4'11W4K. ♦Ne,..1.,, .w.,.....we..,..M..rr-rlwe.+wM.,,Mfi4N4fwHw+lMAw'lriA..:.i'..'ir;�b,fit �'+`':Fast'^4�_*j�(`��n� •..,a Yry,' t Q r4�+Sy bt•3 WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON MISSOURI 4 t air outlets downstream from terminal units as described for constant-volume air r systems. 5. Set terminal units at minimum airflow and adjust controller or regulator to deliver r the designed minimum airflow. Check air outlets for a proportional reduction insLk;{'Y', .:'. ,atsr, " airflow as described for constant-volume airs stems. a. If air outlets are out of balance at minimum airflow, report the condition but fir ' leave the outlets balanced for maximum airflow. 't•,'j�s�T r -.�,•� „a„ 6. Remeasure the return airflow to the fan while operating at maximum return airflow and minimum outside airflow. Adjust the fan and balance the return-air y ducts and 'inlets as described for constant-volume air systems. yy, lr� t 7. Measure static pressure at the most critical terminal unit and adjust the static- pressure controller at the main supply-air sensing station to ensure adequate static pressure is maintained at the most critical unit. - s i 1� 8. Record the final fan performance data. 3.7 FUNDAMENTAL PROCEDURES FOR HYDRONIC SYSTEMS A. Prepare test reports with pertinent design data and number in sequence starting at JU pump to end of system. Check the sum of branch-circuit flows against approved pump ° ; e r(1l rt flow rate. Correct variations that exceed plus or minus 5 percent. rrt,}ti I ..�• 111 ,7;. 1k B. Prepare schematic diagrams of systems' ,r `• �:,r p stems"'as-built" piping layouts. C. Prepare hydronic systems for testing and balancing according to the following, in ' g g g� . : addition to the general preparation procedures specified above; ti^' t' •y:. 1.�'1t•'' '� yr,>l:�ini,�.1,9:��a. en all manual 1. Op 1 valves for maximum flow. 2. Check expansion tank liquid level. 3. Check makeup-water-station pressure gage for adequate pressure for highest vent. 4. Check Pow-control valves for specified sequence of operation and set at design flow. ; ;r : 5. Set differential-pressure control valves at the specified differential pressure. Do M�;.,r2 not set at fully closed position when pump is positive-displacement type, unless several terminal valves are kept open. 6. Set system controls so automatic valves are wide open to heat exchangers. x 7. Check pump-motor load. If motor is overloaded, throttle main flow-balancing Tl,ssr device so motor nameplate rating is not exceeded. of 8. Check air vents for a forceful liquid flow exiting from vents when manually operated. Y a ' 3.8 HYDRONIC SYSTEMS' BALANCING PROCEDURES ,ar! A. Determine water flow at pumps. Use the following procedures, except for positive- displacement pumps: "t C5-4199-00 15990 - 11 TESTING,ADJUSTING,AND ` ' RO-3/19/01 BALANCING 1'{rps±.., ,:"�:i;">t^ 7fyr?rM rna'"�"??".{',-'�,�'r, fr.-•. �,r;�� nt.t;�Et�rYt.,wypiR,�1:.3.a;1F.t`.+.t?tr,!. •�yK��Et' v '•r; S � r*t .ra .n;.±w... �,w9`.., • .»"vrz^*t, '. 4.1•l,, "4✓;;'¢,ttt'f„4ttFi�s.St ,y,`i'}5, u,. '•t+:`?"° 1 � -t': '�,.s:6:. .E 1, U!•�^'i a S, {v �;r.. L. "�. 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WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI '.`' :.` 1. Verify impeller size by operating the pump with the discharge valve closed. ;,., trt •` •, ,„��t�rt Verify with the pump manufacturer that this will not damage pump. Read4 pressure differential across the pump. Convert pressure to head and correct forrt;r, :::' differences in gage heights. Note the point on the manufacturers pump curve at s„ zero flow and confirm that the pump has the intended impeller size. ,: . :.;i 2. Check system resistance. With all valves open, read pressure differential across'; the pump and mark the pump manufacturer's head-capacity curve. Adjust pump ' discharge valve until design water flow is achieved. 3. Verify pump-motor brake horsepower. Calculate the intended brake horsepower , for the system based on the pump manufacturer's performance data. Compare calculated brake horsepower with nameplate data on the pump motor. Report conditions where actual amperage exceeds motor nameplate amperage. 4. Report flow rates that are not within plus or minus 5 percent of design. �,p� r orl B. Set calibrated balancing valves, if installed, at calculated presettings. :,�,-?z }~' �v. C. Measure flow at all stations and adjust where necessary,to obtain first balance. ' +� j' 1. System components that have Cv rating or an accurately cataloged flow-pressure drop relationship may be used as a flow-indicating device. D. Measure flow at main balancing station and set main balancing evice to achieve flow } that is 5 percent greater than design flow. g t 'f. nrty t� ti E. Adjust balancing stations to within specified tolerances of design flow rate as follows: `i: �•; 1. Determine the balancing station with the highest percentage over design flow. 2. Adjust each station in turn, beginning with the station with the highest percentage J+� rai q over design flow and proceeding to the station with the lowest percentage over � p g � . 17 g ” iv design flow. ka1. 3. Record settings and mark balancing devices. °i•• 4 rr�.t:: I Measure pump flow rate and make final measurements of pump amperage, voltage, '` < . .-• 4 -air s: S fl�m, pump heads, ands stems' p ressures and temperatures, includin g outdoor ztr temperature. G. Measure the differential-pressure control valve settings existing at the conclusions of ti ^ s balancing. 3.9 PRIMARY-SECONDARY-FLOW HYDRONIC SYSTEMS'ADDITIONAL PROCEDURES A. 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I , 5 r r;>fyu , �i x 3 �•,.,y n rig' �"�K"v i��t��a. tt d T,;y) t t t,; � r :i '• f r', u t ,r � t, ¢ �in t`±'(,4��j�}.J� st� 't y ry'1 tr Ift J t ,:,. .�, "` � ,� ...-..... w,,,•,,,�„y.,.•w,.Wia,+nn ntt i'✓t2 VdY40.'F4'R15Yl Mtt�M'tlt,'i•iMWU+inn`v.:w.:r:u,: .wJa t iWinN i.WaY.�Jiill11 ��i�.� �.� �.ir��si , ,n>,du rMii:eAtiMtt�h ��f�}'S".. k'T,1Y{. ..t. •� .. ,: .. .�,.:.<a.•r'w..ertrY;x�a4�^a.w..,,-..,.,n>+:,,.w.r..... 4� ,J y ,,q 1. t; • � {��,;. EXPANSION ON CONTROL FACILITY E WATER POLLUTION XPAN 1,r'r.-•.L�w CITY OF JEFFERSON,MISSOURIr t r�ji r1 .t3 3,10 MOTORS ?" A. Motors, 1/2 HP and Larger: Test at final balanced conditions and record the follow ui data: jfs al numbers. - i 1. Manufacturer,model, and serial ~? 2. Motor horsepower rating. yF 3. Motor rpm. 4. Efficiency rating if high-efficiency motor. S. Nameplate and measured voltage, each phase. ;<< b. Nameplate and measured amperage, each phase. r„5 7. Starter thermal-protection-element rating. r.°rr.t � Variable-Fre -Frequency Controllers: Test for proper operation at B. Motors Driven by q u speeds varying from minimum to maximum. Test the manual bypass for the controller "f`r (Lfi f t to prove proper operation. Record observations, including controller manufacturer, model and serial numbers, and nameplate data. q yyaJaG4�f�, ., 3.11 HEAT-TRANSFER COILS coil' A the following data for each Water Coils: Measure 1. Entering- and leaving-water temperatures. 2. Water flow rate. `�� 3. Water pressure drop. 4. Dry- and leaving air. es of entering bulb temperatures ed for 5. Wet-bulb temperatures of entering and leaving air for cooling coils design ry k, rA1;” t less than 7500 cfin(3540 Us). rrY n f' A 6. irflow. 7. F I t. 7. Air pressure drop. :V.' ::, }'j? y7j6 .L 32 TEMPERATURE TESTING ;f4ty{,iS y :•" ?;s{;� ,;+"': need for adjustment in temperature A. Durin g testin g, adjustin g, and balancin gy report ' regulation within the automatic temperature-control system. :. temperatures other hour for a w j ;x ,-=•' eratures eve period of 2 '"Y;=i'rx, �f B. Measure indoor wet- and dry-bulb p every successive 8-hour days, in each separately controlled zone, to prove correctness of final temperature settings. Measure when the building or zone is occupied. mt 'htr Measure outside-air,wet-and dry-bulb temperatures. e. , i€ W 1;; •I� �} 3.13 ZMp$RA'I'C JRE-CONTROL VERIFICATION } a': A. Verify that controllers are calibrated and commissioned. i t« G ADJUSTING, 15990 - 13 TESTiN , � TING AND C5-4199-00 BALANCING ` t. RO- 3/19/01tr.+Y Rd a•^r•rt.,.+•w^! C „R*r! t ; f• s. } f hj: g5 st ttr {^�'•ix,s•' ".�!"!*�..� tt'"•"—a"*""^�'" }�t"'}" " ••6"`'}kk�rtJl+'�,-Y`tr':i» m .;n;is•+.��tF,ry•,.;'.'k`let'eT">1.:+. ;. 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Record controller settings and note variances between set points and actual measurements. x �'Y' '•.$.� ' `.,� ". j� j D. Verify operation of limiting controllers i.e.,high-and low-temperature controllers). j E. Verify free travel and proper operation of control devices such as damper and valve '•' ' operators. 5. F. Verify sequence of operation of control devices. Note air pressures and device positions f and correlate with airflow and water-flow measurements. Note the speed of response to a, j input changes. G. Confirm interaction of electrically operated switch transducers. H. Confirm interaction of interlock and lockout systems. 9'k' w.` .l I. Verify main control supply-air pressure and observe compressor and dryer operations. J. Record voltages of power supply and controller output. Determine if the system operates �� ` • ,.,• f' on a grounded or nongrounded power supply. K. Note operation of electric actuators using spring return for proper fail-safe operations. r 3.14 VARIABLE FREQUENCY DRIVE TESTING J A. Demonstrate compliance with the specification and the full range of operation of the variable frequency drive. Test shall include harmonic noise measurements, voltage drop " and phase shift rneasurements. ;,► 3.15 TOLERANCES A. Set HVAC system airflow and water flow rates within the following tolerances: ` 1. Supply,Return,and Exhaust Fans: Plus 5 to plus 10 percent. 2. Air Outlets and Inlets: 0 to minus 10 percent. i 3. Heating-Water Flow Rate: 0 to minus 10 percent. g '. 3.16 REPORTING r A. Initial Construction-Phase Report: Based on examination of the Contract Documents as jspecified in "Examination" Article above, prepare a report on the adequacy of design for " systems' balancing devices. Recommend changes and additions to systems' balancing J+ devices to facilitate proper performance measuring and balancing. 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',f,•�'�� e4t tf�. �Y '.u,�,'C:. �'"'�r{r�kr rr` i:3��.s: } �f,S/1 �ss � r� �. t F?a r 1 4 ti �,ar,,-, ?�t,C,•.:..stC;�.l'r�.�rq�tar ('4{t. f 4„bi.:, 'r%r`� •' 5'?t r x{k(c`t •: +}, it i a. i '1 ,t v .i r. 1.: tr(:a:° b Yk ,ja i } , �. .t€. fkr<� -; t -fi•�",;r .....�:^:v.S.w..4:ww,..aav,ivw.w,i,k+W.1�`1rM6'C!71*c!krrz:n':a.y!,r;,,,�;nNrR iawr„ew•Fr wariruv.n.ainnkn4.ra+w.v.•rrtk+!a'v�CWY.MIT'1 NV1Y+!+.tt#,kYS+"*E4r£'hritmd'dfYr,.vs'e•ww,....a,a..«Crw>R+KrNi�k WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI ��n.f�;'3•MJ tit rzk,;y � and additions to I-NAC' systems and general construction t / Y 8 o allow access for performance measuring and balancing devices. .atjaal�r,�'r�yz B. Status Reports: As Work progresses, prepare reports to describe completed procedures, ° � . f ; ` procedures hi progress, and scheduled procedures. Include a list of deficiencies and i",'t P roblems found ins stems being tested and balanced. Prepare a separate report for each system and each building floor for systems seMng multiple floors. -tit`s pi 3.17 FINAL RE-PORT4 4j�5�tl A. General: Typewritten, or computer printout in letter-quality font, on standard bond paper, in 3-ring binder, tabulated and divided into sections b tested and balanced systems. Y . B. Include a certification sheet in front of binder signed and sealed by the certified testinfi �(. ;,.,(+;.:,: and balancing engineer. 1. Include a list of the instruments used for procedures,along with proof of calibration. (I +r � C. Final Report Contents: In addition to the certified field report data, include the following: r b { 1. Pump curves. ��..; •` 2. Fan curves. 3. Manufacturers'test data. 4. Field test reports prepared by system 'i and equipment installers. 5. Other information relative to equipment performance, but do not include approved Shop Drawings .3 g and Product Data. ITY J" D. General Report.Data: In addition to the form titles and entries, include the following data in the final report,as applicable: 1. Title page. 2. Name and address of testing, adjusting, and balancing Agent. ` 3. Project name. ' 4. Project location. ' �r ;, ; 5. Engineers name and address, .:?g! 6. Contractor's name and address. :r 7. Report date. '1'• 4=; 8. Signature of testing,adjusting,and balancing Agent who certifies the report. r 9. Summary of contents, including the following: r =' a. Design versus final performance. b. 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P tt�� .} � ��C k,S? �2},h frtt�; 'xY '21. �r d r.•:':,,I •F, F .'',{, z< � r -i J q .,t: t .f � t,irk rJf i..i jt i+i7'�.�,{"•tk'r.,aY.t,t 2i�,`^r.N' ��+a T t ,�,n �y.,.Y\, cut.i tr,±kr, k r ', ,.{:• f t .T,ftrr' �S ! :.�•tr,i. +.,U.r+', jCt• 4}ty?+;.if fRt $ is dk+��J # 1[',�}, �� Z ^r' F. .' ! 5 7 s Fi k? 'r'L.N��i R�}s, }, �: �}•i �e. J�2',(R''1�f!}ID'S r 5k'r;f t Ak'S\ pA \ 1 l i.,j t+: 1' J. 1 t fi 37 '� 7: �•4, '. t x'"" @ L ti lv 20,i;lti � t4 .a .'aL'.3:it�itfL�O.....t.�,..,..t`.u+wnr";»irrr+ttwk,iu,.....,..« ,,.,.3,._..,a.....,J,...,.a,+t-nu+*rs^':,4}rmveramst+rocM•k•!�+n+�ao-o,.s.�.>,�.,' d`=a r7I;7.}}t ` WATER POLLUTION CONTROL FACILITY EXPANSION �. CITY OF JEFFERSON,MISSOURI ? • ly ' t.:.W t jt rtYt,�� C. Description of system operation sequence if it varies from the Contract 1 Documents. 10. Nomenclature sheets for each item of equipment. 11• Data for terminal units,including manufacturer,type size,and fittings. i y , 12. Notes to explain why certain final data in the body of reports vary from design values. 13. Test conditions for fans and pump performance forms,including the following: a. Settings for outside-, return-, and exhaust-air dampers. 4� b. Conditions of filters. C. Cooling coil, wet- and dry-bulb conditions. `! `t d. Face and bypass damper settings at coils. e. Fan drive settings, including settings and percentage of maximum pitch } diameter. f. Inlet vane sett ings for variable-air-volume systems. -air, static-pressure controller. g. Settings for supply h. Other system operating conditions that affect performance. .' , .j�4k• E. System Diagrams: Include schematic layouts of air and hydronic distribution systems. Present with single-line diagrams and include the following: AU �.' quantities of outside, supply,return, and exhaust airflows. F; • kr �,t f''*} 2. Water and steam flow rates. ` a 3. Duct, outlet, and inlet sizes. • l + 4. Pipe and valve sizes and locations. s;. 5. 'Terminal units. 6. Balancing stations. ryt, !t F. Air-Handling Unit Test Reports: For air-handling units with coils,include the following: v , 1. Unit Data: Include the following: 910 a. Unit identification. , b. Location. C. Make and type. d. Model number and unit size. e. Manufacturer's serial number. r } ?.: £ Unit arrangement and class. g. Discharge arrangement. ln. Sheave make size in inches mm), and bore. P Y i. Sheave dimensions, center-to-center and amount of adjustments in inches v . (mm) j• Number of belts,make, and size. ' .. k. Number of filters, type, and size. C54199-00 15990 - 16 TESTING,ADJUSTING,AND RO—3/19/01 BALANCING, � :"r 4 ,.,syy' roi,�N?'7'Y S"r•',"�L`^az"n"7;,7ft +�.��, .. �<";��'4`(tyL,�t`lScct..^.tr.'i'�y4� .St'�r`ti+t'A`.'. �',.fir • r 'ir fY ;e hts 4'�;frha ;fiir,.;t t."" +'+ e' i.`ti:.4,. 'ia y�+ i !. 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I�' �'M..,P, 'S.}.C'F�'%•it � ,Qrl S; r{t-{'7.st ri`s•G t5"r1 �r.,r:..k .,yx.r. rc1 ( i:t.,' { 1 _ .f; ,. l: :t }�5,�...5: .'+ i ,s r. 47•"`• 4";. 1. 's. "A. 4`'ei• a:wf�t�'.',:chu2i:{.w:.:�:i;i..........:.. ....�.�-.,ti..<nY,.,..t e�.w...vawrisi«wxo'ir,tsWf.+ld"74�'4*!r,2 fNiYeMavaw„•kaievz.+,fw,aa.:.,.r.,.•..,......,,•.iw.;..,+..n�Y.�nia'riM,litk„':°Fh'k3!'Y9rtnM�t>}t''rye«t�k{fnAi.aw,•�nrria r�n.a+;•+.{i,•v+J+d\�i�Y �•w.15LC.43:iLlajail 3'} � i WATER POLLUTION CONTROL FACILITY EXPANSION `�i2�4 r, CITY OF JEFFERSON MISSOURI 1�}$�x' }h;f 1 4 far WWI}�.N'l j 2. Motor Data: Include the following; Y a. Make and frame type and size. ? '' b. Horsepower and rpm. C. Volts,phase, and hertz. ,' + d, Full-load amperage and service factor, e. Sheave make, size in inches (mm), and bore. . f. Sheave dimensions, center-to-center and amount of adjustments in inches (mm). s 3. Test Data: Include design and actual values for the following: ' a. Total airflow rate in cfin(L/s). b. Total system static pressure in inches wg(Pa). �; a {... C. Fan rpm. y i IisHti' d. Discharge static pressure in inches w a '' � e. Filter static-pressure differential in inches w a 'fdz"''=, f T�fJ.� a��;•,�� `4t f. Preheat coil static-pressure differential in inches wg (Pa). Y{Y ` g. Cooling coil static-pressure differential in inches wg(Pa). h. Heating coil static-pressure differential in inches wg(Pa). : ,� i. Outside airflow in cfin (L/s). y�{` dd Return airflow in cfin (L/s). ft ` k. Outside-air damper position. P P 1 .Return . -air damper position. G. Apparatus-Coil Test Reports: For apparatus tus coils,include the following: }, '', 1. Coil Data: Include the following: t a. System identification. f,!r 71.sS.,t. : yrifj °\�`y b. Location. -,44{i:'s"tS.•f✓.�`%t�`r; .z x {>{, C. Coil type. a . d. Number of rows. } e. Fin spacing in fins per inch(mm o.c.). _' i f. Make and model number. g• �• ft Face area ins . s m of , � ( q' )• •'j .�'a,'�. t:,,;,,:1 h. Tube size in NPS (DN). �4 F i. Tube and fin materials. xi . > t j. Circuiting arrangement ' 2. Test Data: Include design and actual values for the following: :r y toll, tv�,a ,c a. Airflow rattle in cfin(Us). ,ff b. Average face velocity in fpm(m/s). ��,;�.• �h�Y d Art��;rrt•� C54199-00 15990 - 17 TESTING ADJUSTING AND RO--3/19/01 BALANCING ; 1 '�fk �'' t S y ¢Jrn;f}`' 'u ry. ,4 4`�/•,. uai::� ^%,i.•p lf t\^.'��'ly``,wi C •,"-v4 Ma,,tt �1b5Y7y ;'ii.'rj3�`'fl; qxe 1. �,f.,T�'."::ri`C;'�n�,�"='Y-0,p .;� �v L•"' 'l.t'-f .'1».l'•" ?{r nY' r � y; ,(l� .:x,37 •Z ,, •,�.*. .r§,.«.tr' �''§: ,at /l�. h•:"#l..e 3G'!''�i':.s.•i. ,1P..p1. x.•, '� t' 4>9?�•i'.•:a U';arl 7i'��-.,e,'»�;:,rvr,��y". 7 � .4,,Y`..•7,�,'�yrh- `�i X.+•A. k, y' 'Y•�•�, ,.5,t' w�:s' �yi ..t`„J, .t In.>,n ;,+: :a{, , ,i; � {a7. rr 'rrJt t?1:�-u� ,iJ'kl•�. 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Ir}'f�Si��3�Ly"l i��A�1r'ipFyid'y'�S'ti;w�;r"r;'''S i}I r:..,r. r 4 ''t x �j ':v, r+� j, � 1 .{ .�11 {`. .y��`,':a. st. •6..� ,� �' y`=1k� {f,�{f{*13.jy X'�7�[t .tiiti'',t•,4.4:t 4 Yr a' '� t� ,,., .t 1, t` t= :`'s A ru..r.. .'1 �'' Sid`< .`�tn M^ fA 5.pf t'{' ;t �• t.. , 'j , ,,,,y r .rtJ,�A1@i!4'x5'r7'.kt4 �7°?4�"i' ;t `'r b rr `a�IFF�. .,kt-rit��`a8ri��t9� < y :t ,7a 1 4 .,.,...>.,.:,-;-ru+w..v,'.antt•,�..t•n«ftw,ud..,.»,w.:....... ,s�.:., , NTROL FACILITY EXPANSION ,;' rstyari WATER POLLUTION CO "sr.} CITY OF JEFFERSON, MISSOURI ;��;��, ��;,;.•': Wy C. Air pressure dro p in inches wg(Pa). deg C) dry-bulb temperatures in deg F( d. Outside-au,wet-and F(deg C) .';�,=a,�, •,.��d;;;a'�°,o; e. Return-air,wet-and dry-bcilb temperatures in deg deg F(deg C). x; f. Entering-air, wet-an dry-bulb temperatures in �. �'h,.; g° Leaving-air,wet-and d bulb temperatures in deg F(deg Q. dry— temperatures i. t F.i �s rrjs• h. Water flow rate in gpm(L/s). i° Water pressure differential in feet ahead or psig(kPa). j• Entering-water temperature in deg F (deg Q. k. Leaving-water temperature in deg F(deg Q. IJ 1. Refrigerant expansion valve and refrigerant types. l.; m. Refrigerant suction pressure in psig(06). n. Refrigerant suction temperature in deg F(deg Q. r f7 . I7 p H. Gas-Fired Heat Apparatus'Test Reports: In addition to the manufacturer's factory startup equipment reports, include the following. Ilk Unit Data: Include the following: } ' a. System identification. °i b. Location. 4 C. Make and type. d° Model number and unit size. z' e° Manufacturer's serial number. f „ >j Fuel type in input data. F i g. Output capacity in Btuh(kW). ` h. Ignition type. i. Burner-control typ ii j• Motor horsepower and rpm. k° Motor volts, phase, and hertz. I ! 1. Motor full-load amperage and service factor. ' , =,fir, m. Sheave make,size in inches (mm), and bore. L n. Sheave dimensions, center-to-center and amount of adjustments in inches Al 2. 'Test Data: Include design and actual values for the following: :iJ a. Total airflow rate in cfm(L/s). b. Entering-air temperature in deg F (deg Q. c. Leaving-air temperature in deg F (deg C). d. Air temperature differential in deg F (deg C). <<� e, Entering-air static pressure in inches wg (Pa). ' f. Leaving-air static pressure in inches wg (Pa). ,.. g° Air static-pressure differential in.inches wg(Pa). ' h. Low-fire fuel input in Btuh OM. u'r r1., i° High-fire fuel input in Btuh(kW). 15990 - 18 TESTING,ADJUS'ITNG,AND a C5-4199-00 BALANCING r RO—3/19/01 t„ yh i� .� rr+.Y^A'••,^?r'°"!t r°'!,�?^!7,� ..-t •"�,..•i..,�,r,,T'S,`h:�� t��,�ai4^'.i��•Y��.+�,3.F�7t1'. •".,�''\'�A,��r`'�j"•i,~�y`i, Y):�`�'�: i f"t•r' r', x7'F' �} '1.�,,.,•.{,1 �1'�'Y s6 ! 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WATER POLLUTION CONTROL FACILITY EXPANSION Y' � yz"Jtj? CITY OF JEFFERSON,MISSOURIzf�(<y� `: ; p,: is j. Manifold pressure in psig(kI a). ' k. High-temperature-limit setting in deg F de C ,��r,��• �t�j,t.,.yr• l.. Operating set point in Btuh(kW). ,°} m. Motor voltage at each connection. �' � °�,• } :" n. Motor amperage for each phase. "Y`' ,t. o. Heating value of fuel in Btuh (kW). 'r: I. Fan Test Reports: For supply,return,and exhaust fans,include the following: 1. Fan Data: Include the following: ,.., a. System.identification. b. Location. yEy�r C. Make and type. '�.�`;s��•�e ��.� d. Model number and size. e. Manufacturer's serial number. 4 :{' r. f rc fr7;:,k ail a�J Arrangement and class. s� g. Sheave make, size in inches (mm), and bore. r�,;��...� :•�`; j h. Sheave dimensions, center-to-center and amount of adjustments in inches i fir. , 2. Motor Data: Include the following: k i kVg4ti+,wy a. Make and frame type and size. ; .•> p : ?'>�• b. Horsepower and rpm. 3 C. Volts,phase, and hertz. �rwrstkr 1.; d. Full-load amperage and service factor. tw• r:; e. Sheave make size in inches (mm), and bore. � r : t> f. Sheave dimensions, center-to-center and amount of adjustments in inches g. Number of belts,make, and size. 3. Test Data: Include design and actual values for the following: i a. Total airflow rate in c (L/s). s '` b. Total system static pressure in inches w (Pa). ' C. Fan rpm. } �.4$ d. Discharge static pressure in inches wg (Pa). 'f,, e. Suction static pressure in inches wg (Pa). Y� J. Round, Flat-Oval and Rectangular Duct Traverse Reports: Include a di g po diagram with a �;�,•. grid representing the duct cross-section and record the following: ` 2 a• k} •r,;, ,�f it �, tart F �;f sY4 C5-4199-00 15990- 19 TESTING, ADJUSTING, AND t�•z RO— 3/19/01 BALANCING {� .,a�.,_�,.�q'.tt". � . ,� , .•�0: ,�w�ti�,F�,'.;,.��;'�? „�•' ,n F+ .:' `'J!1 i,7 rl °rr{,t t�:`-,t!t'"�r J f,5'T Ni£,1t�'""�,,v,•°,o�"r•j.t.r nt^,�,...,Y,{,i.,.,.�,.r yr 1, t,i 7.r,t{T .•�, .s'eu,{dt'•:`S.t,T t i> 4� � ,•�,tr:w,,!t£�q,r'l..;."1.�t,.,w'�"�k'.�Y y,r r t f.?a„�?fi?9,.r"r t G.,�£�f, ,a•�r,,+i<:4�ar'q;r,4 ti j,�.},'' r:{} �':i+ ' i i .' � nL 1 z t r 9 ! 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't� ��r..�° K .�?4> 'x `y 7:,£:ii4�frt .:r}�;i€°fi' "P: " S, !., x s,,.,*}J � �, .� `i'f:,, ',� >y .t..5t rt,: '.'s,, � .fr Trl:.}co. 'tf5 ``£';!•iy, ;`7'�'}F�. � �, :.a„ �.Sr�;� ��.••e�t;;q.?§ �;>}t.j ('" �rn44ft f,;t+r �i t1 ;ik Kt a ;^a, s 5y ': , ,� , :��att. ;�f':�{�•�p�} t,� `��,# S ,.t}K 1 Y TMl.'.`,^`;�9tSat a ,Sr t4.r.L,: .t„1tl.•. b.,,q f 1, + f s: i.F ��.. �..# {.f �•�� 4A 1”lY� S . � t 5 k .w.w. w . •` ' ..e. t a S }t t ri r t. :iy,c;xtir`Frif{+bV{de7nrt!ti'it•rn%xa�o,ehn_..!....: .�+,., Nukd,nn'!M+h.?xi�uttce!?ri'rhihna .rtt"i'.bkw*!•�•+n7�,ra'l`x,•:w.w.w...u�.,.:t...»...,•war;;n�fr.}.;6c�:9untti5ai'i�t:'�l, i. t ?,, •`cwt:.�ry36,i-.�5,5'K.+is«L:we:N ;1�C�t,� }y`��' WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI ''' 1. Report Data: Include the following: •f?' ' F` a. System and air-handling unit number. y B , b. Location and zone. ' t� 3��15,.ry1 yy C. Traverse air temperature in deg F (deg Q. d. Duct static pressure in inches wg (Pa). e. Duct size in inches (mm). £ Duct area in sq. fl. ( (sq. m)). ' J' 4 , g. Design airflow rate in cfm(L/s). �` # h. Design velocity in fpm(m/s). . .'; i. Actual airflow rate in cfm(L/s). j. Actual average velocity in fpm (m/s). t k. Barometric pressure in psig(Pa). ' ri��r te;h r t,7 K. System-Coil Reports: For reheat coils and water coils of terminal units include the following: + ! 1. Unit Data: Include the following: lti 4r`�25� '•'' a. System and air-handling unit identification. y y g b. Location and zone. ,fi" `3 C. Room or riser served. si' ra�j'F,':` tr.��lNl Sf;;Y.•.',V'•1 �•,;,. d. Coil make and size. ,r e. Flowmeter type. 2. Test Data: Include design and actual values for the following: a a. Airflow rate in cfm (y /s . ' b. Entering-water temperature in deg F (deg C). $ C. Leaving-water temperature in deg F (deg C). '; ; *4:y' d. Water pressure drop in feet of head or psig(kPa). e. Entering-air temperature in deg F de C). f. Leaving-air temperature in deg F (deg Q. L. Pump Test Reports: For pumps, include the following data. Calculate impeller size by f�tt plotting the shutoff head on pump curves. 'l t IP `° 1. Unit Data: Include the following: i.1� � F. 'tY a. Unit identification. b. Location. t yj C. Service. r d. Make and size. e. Model and serial. numbers. }y f, Water flow rate in gpm (L/s). , '! r TESTING,ADJUSTING,AND C5-4199-00 15990-20 RO—3/19/01 BALANCING ,� ;�, cr .{ ,.!'itb`•1?y,t.a.. J lr t:'�"i•. ,.'v:, iF:, :1�• '!t•y:Ps..,ri, s " ;iYti:a;}�£'w`.,yy �r4 j pp��r b';t� S:,'j Lgg ,. C;'r��tt5 ,,! �fi'�i4at t•��' S��zu•':;`•}'i :}5 K � �' �«5!'s`t 7 hlyt�! #f.�? 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'y`F: �'% tYuS Fy`,�'t��v_'!!,,(( d�A�'fk;ra 74r ii.: }�Lt i{ ,.. .t .t ;s it�.;`r, it`s ht V?��,•�':.}�:r�);lli�•. K.y4. tin * ,6� X '�'L ';N �..�:..��f jy it xt1,�1,Y;{�. d.�(r{�� {t i 1. tk4k i r '} t � t i.„. r r +,e t:, ' 5Y°:!•?J; •.,�:��.:�h,a, , { •d"�i yx '�{ °�l�i�S ,.'W •rn '1 4 ,`ii, t, h e •¢.v-yp :•r`?,ir"L•P>'ar,S3..y', i t. ,✓�^} �h" ? � Fr rn..3�i`'�� '`..:'1',,xr`'-.x..•:., .r. < .,., r � . - '•. .� ..�.a_,. � •' . �" F 3'•kJi�;<rteaXw,.' �r., [(�! tv,i^n UMaieanx•i✓<iiti;,..w.,..:.t:uLd.,�l,.ii.W+3ifw-�i.ir„«:r:1fYr:.'.c-:Lx..a.e1i:'.� .c.<`tc y. aun;�:.'u14::;,av,L a... 't:{ cEs .. ..t.. v..st.«s«..><++•utvrt�':it�isto,.u.xv%1iFw.o...........;,t....",.,,,..:;.....,,t_� ..:2L,,.t..xt.n.t ;k>re+st•�:i5t±i.rTa�i a e4A1'.,A WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI g, Water pressure differential in feet of head or psig (kPa). :,; J% ;.1 h. Required net positive suction head in feet of head or psi (kPa). �. Pump rpm. .a.,t�t,,�.,,;..•r.s,:::_� • �1� ?,.: h:fi Impeller diameter in inches(man). f , k. Motor make and frame size. I. Motor horsepower and rpm. ' " •ta#' m. Voltage at each connection. zYz4� Vin`: n. Amperage for each phase. o. Full-load amperage and service factor. P. Seal type. t� 2. Test Data: Include design and actual values for the following: yrr a. Static head in feet of head or psig(kPa). .� b. Pump shutoff pressure in feet of head or psig(kPa). { C, Actual impeller size in inches (mm s d. Full-open flow rate in gpm(L/s). {`�h'' t •,;,, e. Full-open pressure in feet of head or psig(kPa). OFF -� ��,{>.';,,a '.yµ�try +, f. Final discharge pressure in feet of head or psig (kPa). g. Final suction pressure in feet of head or psig (kPa). ,,,t E:k h. Final total pressure in feet of head or psig(kPa). ' i. Final water flow rate in gpm(L/s). °} <<t 's';f'jt 3a j. Voltage at each connection. I. k. Amperage for each phase. ?'':' 3.18 ADDITIONAL TESTS IRA 4« A. Within 90 days of completing testing, adjusting, and balancin g, P erform additional , �� 3. . ' T'Wii. '.3 f testing and balancing to verify that balanced conditions are being maintained throughout i '�, ; and to correct unusual conditions. �� :•:t ti~P`,..',l�r tip B. Seasonal Periods: If initial testing, adjusting, and balancing procedures were not erformed durin near-pea summer and winter conditions erform additionalf/� P g P inspections,testing,and adjusting during near-peak summer and winter conditions. r END OF SECTION 15990 t 1% !" C5-4199-00 .15990-21 TESTING, ADJUSTING,AND r A BALANCING RO—3/19/01 ' J r ']". �y7t.`.R,Aj t}�i� :r3•,^,,r^��.-c�, _C',?i;}7"!Y:"�;n_+....•�nnrc m!!'. r',r' :l?";.""nyJt`t,>�s�lr;';�:' +'!t^. lt ,:ri}•• '+Yi��. 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'+., ,"l r:"�ti• kf,,,t':,�{".rl, •1 ,�., l: f 't rs. .Y �V'I�•F}, ,ti�S"JJsiktt:•73r,7'Yt� '� �. 1• .6.. ��,5�7++',''�.r .tr?, .`?. ?j ff .d'i,,.. -:t.; rPF'.rr,,tt „rs r. ,,.,. ,{i. .,: 4:. {. .ir. t s':' [. � :�t }r" > -fi` .+c}.... '.�, 'ji: r� tpr ,Y •t'r'!:L. .(;J'" �.•,`�C�.r S,.5,.�, ,e: ,,t...l-7 T i Ir;iC'k. :(:. ti•{>,: :'ltY : .:r.. ,,!.r,• .e,.;-. j^a} �f€; t.a 6J' ,1�{„!} i h' .re• :'n,S ?�r .� .sq�5`t rl.r,', •,,t,7: , � •r,. �•,1,/., S 'jT 'ai { :1,• 't” 't !. ,. +ir�x.ti .'�, i�r.}::`} yn��t,5 t� ,�t.. ...q,' 4y.r. :i ,L'i*t /!Y),�.i trt/. q I, :{ <z s' +' ;..,'t fiS i. �{.{� �y i�, .,f, S�.^rt,`zt¢��•:r•;t{:t;�i.{�ft '.X�: ('{y z+�Tr ,•,k+x ^t',i.-z � i( r :ut�� 1��:tR t 7 1 h fE t Ic * ,� ' '.?,�'it�n.;. ( k k�4' �`� } ;y• 1 �1, �A 1 t?�Jt+°,��r.�rr,'t9:s1.,J !�,•,,. ,i,,.Ew.; A',tj: , .. ,t ';r � ,.�.+;11++ .fi:"�}ii��'��jgh!* :-�� }''rn :$ 'ar. G ).! rl. 4..1: l `, r ... .. ,. 'i, },• y1,R1'4 }'tr.-,(•V,. ;�.'`. {t3 t f P a s ,«•}' l�7T �3. � f..,' q '! t» ..£k r},, �,`��•-�?�Xt}�,^ i• {�,F';?' y0y'jp� Rt,�t" } p�:.�' �J,.,, .4.ti}..#E_�s..c,1 r5,rl. ._, .»...».....w..re«.-:,....ww,wvv+,r. n•.r'.R,rte+, .r 4 N,.w.-r,.:.n.. a�.».. ,..,.^,...,....,.,,-... .,n,•i+^}7v:FMxs1R,..67 k,4:M.•1krt�awM>i-.+cs,rear.,,..w�>.:,.n.«.,.n..,is««.'> l•,w >'Mi Th(r...nw..:.L Y. WATER POLLUTION CONTROL FACILITY EXPANSION „ •v';?7't _' CITY OF JEFFERSON,MISSOURI �'j to ct .� SECTION 16010—BASIC ELECTRICAL REQUIREMENTS j PART 1 - GENERAL '�Jcy iii y_ ''•";'�''.��'�`"c 1.1 RELATED DOCUMENTS `a A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections and the other Sections of Division 16, { ' apply a 1 to this Section . L l t 1.2 SUMMARYX�' ` ivy 1 A. This Section includes general administrative and procedural requirements for electrical ' '''= .5 , installations. The following administrative and procedural requirements are included in this Section to expand the requirements specified elsewhere in the Contract Documents: 1. Coordination drawings 2. Record documents i 3. Maintenance manuals `4 ; ;` 4. Delivery, storage, and handling ?� � " 5. Rough-ins t�, �.�i..'ri 6. Electrical installationsT '. ,, ; -� 7. Cutting and patching •�,r+,'� yl,�K`xae.ISx�r Ii. The general scope of the "process" electrical work of this contract is to install a completely "��T l new electrical system, instrumentation, and controls for the Jefferson City Waste Waters;{,� - 1 Treatment Plant Expansion. The work will include but not be limited to: furnishing and installing a new 1500 KVA electrical service including rim service pole and metering; I.: <.;. 470/480-277 volt transformer; a 2000 ampere main service; automatic transfer switch• s ,, , '. °' two major motor control centers; an 800 KW emergency generator; and manufacturers' control panels. The project involves considerable interconnection of equipment installed in the motor control center room and process equipment power and control wiring as shown ; , on the drawings.The overall control will be a DeviceNet PLC-based system with strategic •��.r g Y g hardwire interconnections overriding control on crucial equipment and safety interlocks. Jk?w Most of the existing process equipment will be abandoned except the present sludge processing equipment,some of which must have its present source of power changed over to MCC-A (an existing MCC). MCC-A and the new administration building will be ' furnished power from the new service. A new return water pumping system will also be fedr •: � from the existing MCC-A. and monitored through the plant information system. The ' Contractor will be responsible for providing their own power, water, and compressed air �. ' ' ! required during construction. -`'tiy ., ","'t'�'•,� � .f. C54199-00 16010-1 BASIC ELECTRICAL ' J�.LLt RO—3/19/01 REQUIREMENTS • 'S 'Pf ;.gT ,rte., ;nk' n -r^ ......•.,.«.....4 mr•'•,- 7 ,7T �1""'n",,s”""..t x ...qf�. „�.K,ra•,k,, trkw i`' �� ..-ff['�.7t{- ^K{ .+s.,r•, tt. �,1'r'. i�fT S(! { .�h-.t� +. , "rtp-a.�!rrt,,j•,,! � .,. "•t.�[ '•��'��j'' ..}�a?,.+;'��}�•t'�":4t;':a.,..r>�r.,i rN Pi'}S� t� ,1:+�' I .}•' t.k4,.r.,. ft"s�!'.*'„t+i* t. 1..�! t•• i' t ..-.1 t l..-,,. .r .',f:�:,,.'yly%`,,r.'tf%f"r �i�ll;'� •,��rv. ,1A !1•f .,,f[,S��i�, p''' 4'• 1'.2i w1r ;.+t f'S ,;�1• "•�i{{'L�+:wr4 ,,1„�;++,+,T, r.,, �'U..,e,.:t{ t '.,;rtr t P,9. .r i' ,a, r;,:t i.•f,.r> `` .r.`, rid.. f ',tb H}'ttF!i�.p (.k",t;}�4 '•••F,�•,4i.([" �f1��„ rt7•.} '�•• 7x�:f(�' .:i, y. ixi,.Fi t,f:,,x+,.S.A(+,,.kq.4, .ta A, .+Y .a f. ,,,,ts. 7t t: Yfr :r. t t: }t I .(,. .P}."�•r ',,�.iy.Yf. r(yfit�'';: y} , f� . 'Y•+i t,i. �. i t �S•.f+ 'T'111�'8 .v, '3 !)' Y ,c ;rCt n i? r`' ?S +N ,.fS e 1p• +, 4r,° `t�rGt. + �5� �J:'k .�,:«�`, i. ,c .;.iut .l. :+fir}i, ,•i'�a•n. S..i ,�?; ..tr,r, ,,t„r.r ..sq�, :c�..:,5 yM; ti' G�#�' :,rr1( t}:+s.'�'-a ) ,h.,,4,�'� �l',ti�.r„ ,. rt�s• 't; Sy..,, `,k' {{�� i ,'Sfiiar,"b¢ S. t. .:x. .S t , + ..Tk:. c r`..:•.:'r',t i .''' k i•:t. d lxir y (y'��" i f (Y1 ,y x r}'{ii}i�{fjl Sf F 4y (..+, 7c ri,�,J,,s"�,,;. 1 '"Cy �'.�. .p f• a �i, ^�. y�,.lt�..:�i'a.,::)Y .i.,A, E ' :i'��. t,t �v,„i.{�y+ �r+�.{`�,;.r.r .f��, � A'+„c�•,< � �'� �” d9• i y "Sa -2 .i� , , . s'`!:�:Y'r'S 4.! .•y'��,tG:.".57�ei'..�r•: i� ,S ,,?`,to{!v![.�5,.tr;�,.}_c P .,t,�x� { } 4 �t.� i :�x,t AS.• � tic�7:t•,}� �r'iY'c:S,�'L ,'.'kx•l Y pa"i��,• ' �,{ .rd^ii,« ?'.: .tt S"'�1°'�+:i4 r. r ,i�r ,+ f!r'. /M:,i2 +i 1+•,;. t. 1 ,t' t ,+Z-1kr}1 r;,,{t:Uitt't'r•,., :r#A„�'..,E, 'd+(1 ' x4 tir r t tu..f"•+', +;, ;• ..t' ” i,-" ).;S,` '.is y:i.}. d `! F aZr�4•z;", �,; � ,.,r s.3.• A. ,,,�)i 2•. ,,s ,,{. 7 9 (}u,,,• +�,(y {S: AS{, (•, ., •YI {�",. +,. :a ,>t .7 ��{ '[i , .P. '..5, V{.�,;,.}1 t� , .14! �f �.i;7r;,�t. V i (�•r., , ,+ . .t .4,: .L {. A F +�� r 1 I�Piv +., H 1�. t F�, P�i'ti,.f$'�`st � ,ter ,,f �i ir .4r _ x. rt�'��+ #a �Y-lk'.: �:•Prfi v,p��. r C„ t, t. ' s. .r:�,tF� '.�;4t r� 7,,hy,�. r'�viyc'7� i," 3.r,,7.yy �, a J"i tS,i..i ��; ''^,: !dtgg },.-•;< .i ;�u. ?t"A• a e, _ e .1, ;f f.+7u .. ��•p�, y`v' .'t t$ �� 'ya,.t�Fr.§S,•'�r 4�`��r rit ;,R'. !t i r r{ y '' r ,�., � 'F�'t ;�t { ,ia n�,ke R%Y;�'+<�.y�St ,''�f, �i}},�nr' -5��t�y�i r w "'�v'�r��,y�y`fta� jt;i t .'t {:+',i. ' ''t �:: �.i',. t t s.' � "sc .�e t�"hr<itlttie.y:7}/^,b .;,{i°y3�7p•�� .t�. ' A=".�� R! ��d.- � 1t r. r a t•.< r .. ..,J`».,,v+,s.�.-we:,r.�r;a,wr.r«,»r.,rr,;...+.,v�lak�x'*titicMt+.<v,:airv..�w..�,vk.:s+rkic+lWt:.!{rk�+f7;ty�k4!'!{ `,. '�i.�tii, .. .. WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON MISSOURI 1.3 COORDINATION DRAWINGS Sj pJyhf A. Prepare coordination drawings to a scale of 1/4"=V0" or larger detailing major elements, components, and systems of electrical equipment and materials in relationship with other systems, installations,and building components. Indicate location where space is limited for installation and access and where sequencing and coordination of installations are of importance to the efficient flow of the Work, including(but not necessarily limited to)the following: 1. Indicate the proposed location of major raceway systems, equipment,and materials. Include the following: a. Clearances for servicing equipment, including space for equipment disassembly required for periodic maintenance. s b. Exterior wall and foundation penetrations. C. Fire-rated wall and floor penetrations. i r + d. Equipment connections and support details. . e. Sizes and location of required concrete pads and bases. '•`�� 2. Indicate scheduling,sequencing, movement,and positioning of large equipment into various P' building during construction. .v7, floors, walls, y 3. Prepare floor plans, elevations, and details to indicate penetrations in r and ceilings and their relationship to other penetrations and installations. �' � i�fl 4. Prepare reflected ceiling plans to coordinate and integrate installations,air outlets and z ', is inlets, light fixtures, communications systems components sprinklers and other , ' ceiling-mounted devices. 1.4 RECORD DOCUMENTS SSS �' _'7 A. Prepare record documents. Indicate installed conditions for: j; 1. Major raceway systems, size and location,for both exterior and interior; locations of .� j Y Y' i control devises; distribution and branch electrical circuitry; and fuse and circuit breaker size and arrangements. r 2. Equipment locations(exposed and concealed),dimensioned from prominent building lines. 1 r 3. Approved substitutions, Contract Modifications,and actual equipment and materials t:«1 ' i+ installed. ;5 'i«,• B. Engage the services of a Land Surveyor or Professional Engineer registered in Missouri to *`1 record the locations and invert elevations of underground installations. 1.5 MAINTENANCE MANUALS A. Prepare maintenance manuals. Include the following information for equipment items: ' ,} C5-419 -00 16010-2 BASIC ELECTRICAL y ° RO- 3/19/01 REQUIREMENTS', 1 .Y' +f^'v;s Vtiiy"';M1;':'t'4-,•�-,rr: 'y,rp"..t.q•�N1e` !tn�+t "n!fNrw+fwM'�'^?'"^ �. J' ,r "�,.,"�hsr �f^'k�t,�..';�rgr» `*ni^+ S,.v' ym "s' t7ei �tit ` �'��'t.; ti�{t{rt. .7kt1,'`l�Y rw y' r�.Y5:3'' S .• •• +,tx., t,, F{ 4 t('a-, -v �;.:wk .4 �;a,t `.;�<`.XiSGh'•t5'�•t ,p 1} tlX.j: t Yn. �:f)1N, Cff,i;,t.. 4'irr +.t S�if'tit5f x 1StI�1 `!rri e` t'r'tw ;f''� Z` ��n, X yiry i... r r�tj .rA s rn .�: t1i3,+ )l, t" �i i r ..t :tit. �'`e:.1ts v'"Il7R'r,• Y{, I t i � � 1 ., {..:a" 'r' t x t "�i S j '.•-t. r;171 T}.: ,.�4p }{�.t�" r ,� ,?ti�'' S r; ( { it r.•� ➢�"),4v..� t ,• .t1 'ur ` f• W4 � ,.h}1�'l q .f,�°R; ��f • �i F . . `fr : ,'.:, '. r: :, ,.• .� :'- .':; } t_'._ t'`{Gr t i;lrt id t.: t.'r. 1 � t .�i o.,...r u yr.; r = j`y� Air lr ...�' �� • �b�f5�nrtr; ' �. � 't/ �'t�*3 tea; ti3' sJks+ s 2° Sf.,.r;�'." .ut }` '` .,,..+.f .,i"ya £�i ° 'i; 6. 1 t k• ';. i f 1.. r �s Viva, ;i�Ay..�'f��t ��r 4l. .p } �j,n.3 v ,r, y� i•` .�, ti t t ' �.�^• Kf'I:�><3S pY„•?�b r. .$t1-r} .:�. f t,i :, '! i,=.r+�`w�t.��4 .1 �r 19.d t �' y it. r ..j; t tit:' � , .Pj'.' ri,'• {i�t; b'ya'S'S txr .`ta,k� ;.s "•1', "y�3 ..y�y�,AK:A;fi?.yyi, ;t 1:++' .,tti u. i}. n f {�' .t, ti .r.: ,t�33•tk;Q(,# '� Yto-5 � .` '; ifi 4 �r?; ItT.A-r,.P"`i'r Nr t,r•,v e.r•k.•„a rwn r :u ,.?S,bM,rNt�.Yt�PYN,"�14 Ib'�1N1r.1Nwibe.ah•„`4.�F,.rt,+ea�*Mnr.+++Y,wtNINMYHahfY.blN{jy4'b�MN+TTI 'Si,11'ufR',+ �v��'�'�'S�� 1 k WATER POLLU'T'ION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI $?"�' ``'' ` ' l %t r' u.• ' Y r y ,T et Description of function,normal operating characteristics and limitations,performance p pe g curves, engineering data and tests, and complete nomenclature and commercial numbers of replacement parts. y; ;_f 2. Manufacturer's printed operating procedures to include start-up break-in,and routine and normal operating instructions; regulation control stopping shutdown and ?'sift , , f f 7 emergency instruction; and summer and winter operating instructions. u `'., bey. a N �1t f 3. Maintenance procedures for routine preventative maintenance and troubleshooting; disassembly, repair, and reassembly; aligning and adjusting instructions. ' 4. Servicing instructions and lubrication charts and schedules. ' B. Copies of all test reports conducted as part of 1.7.0 below shall be included in each ; Operation and Maintenance Manual. 1,6 RELATED SECTIONS I . A. The fallowing Division 16 specification sections describe work required: '"; '`'.':' 1. Division 16 Section"Electrical Testing and Installation Check-Out UG,.. -1=Ka4,iY 0. 2. Division 16 Section"Raceways" ' i , 3. Division 16 Section Wires and Cables" � 8 �+,, ?;n 4. Division 16 Section"Electrical Boxes and Fittings" ,' r $''' 5. Division 16 Section"Wiring Devices" }1: 6. Division 16 Section Variable Frequency Drive Controllers • _ I.: 7. Division 16 Section Panelboards 8. Division 16 Section"Low Voltage Switchboards" Fxti t ' 9. Division 16 Section"Motor and Circuit Disconnects" ` 10. Division 16 Section"Supporting Devices" { 11. Division 16 Section"Electrical Identification' 12. Division 16 Section "Uninterruptible Power Supply" 13. Division 16 Section"Transient Voltage Suppression" 14. Division 16 Section "Distribution Transf ormers" 15. Division 16 Section"Grounding" 16. Division 16 Section "Dry Type Transformers(600 V and Less)" � rt 17. Division 16 Section"Dry-Type Unit Substation Transformer" 18. Division 16 Section Individual Motor Controls and Auxiliaries 4'Cju: :� t•Lr 19. Division 16 Section "Motor Control Centers" 20. Division 16 Section"Transfer Switches" 21. Division 16 Section"Lighting" �u 4' y<`'> 21 22. Division 16 Section"Emergency Power System" ;i 23. Division 1.6 Section Electrical Heating Cable C54199-00 16010-3 BASIC ELECTRICAL 't ' RO 3/19/01 REQWREMENTS 4, �xii;►,1 1i? •r '; .t��"�'a3�+�:S t+p 4.,yr(.,,{4 t1;:tfi 5'S't,v`t f-,�2:.i,1°>Sy:,�z'.S^.+.:.ki'af+.�1„:.i.�•�t�a';,'r; -,:r!,f 7 11 f...,7s: « ti lVa 3i,� 1 4t t(�,e.i+.A�.ry Y e u�' 1?'' •', pspM1,�+rxlem+t�!!�'^*'.f.,,}.-•f.s rr,yr`r r f�^:'(T.:y.i,E 1,t,,v=.f t C a;,:t,ti.�. �r ii_!+e�j„,'!.M..••'SnxS�M'„.11 i•,i Y M.tf./r,�r 7}o�>(rN'';I?,1 1.rsyJ...aHw`F�':1<(^t s��ur'��'4?a!�`-I'r•f',Y.';!'7,.,+1 r t'Sltt+-�,,�.'{��,5,t r 4 f�r f":s'.„Y>�'t y tfr.,�.k,;F,` •fib ! ., .. ..;1 rr)'Z fi ry f;,"-�{ t, '+ 1. T': ,t: r sest'.S�! K..s:A�''-r ft. .j..._y�)�)tt��.r.t.p.`.ft�a"tt��2�xj.-•Z,X"gt sf r� 't�,.�� 'f2 y „��,' j,..�,C �.{�` Y4 t^ f.Fa"F.+.�t'i•4 t{�iy'i•c,,,,µPr i ��y d a ti - [•' .; :•I,S SS"tiy�Y 7, ,�,,NS��'FWt ��yf&,+��f'� s,41,iJ� t n � ri '1i '' .t1, ,t.1fr "¢4*.1:.1F'. ntL. i'd 'f'1 1 �•'+3o�t" `t• •°? 1Uf'S��r S,tC' },� '+ .l.sr' ty'w.t?+'us�.11?�.X,+�iP'f,",Xtir4+:r:"71{i li':cin"I•�+Ci3Yr. }5.Y1!,ts�" :'. .+1�; fi r7 '� .t •f t 41.•3 'iY.+._ ktt F.yn.. S ��.ISZ� li'`A';:•�` � �+ t,t{�•>�M ry,}',vs�v<<v,, r a*la, x.;Y•.;R.Y,fi.e+ ',lrt;t:•�'+5<lri�'?•,r3�..x e„ :rim,i' ;�`ra � t t.; � +M4,. .yt �,i4�',':'s t:r�,p;t.`�(�LS_+�.y..; � -.�_'�){�{, ! 5 5L•jry �� j i ..� i '•r t, y�h �: }' nf,;.J'•!1}ir.3rrE•k `34•,t, x ,s t r �x t,,u; .yf' L'ix'c,,-!k:i,r.a.. :t::1 {? a.c,Y+{�tt{:{'i3i:k' i'tq. +., 4' .,L �}, .•x' r '. t •:,�{h•{}t3i ,?r.7, 211' 1 t , f.fi4s, .l r1• 5':,i' .1 r, �,;+' ;, >~'. 7�€' s� 'Nh pp -t 'a �'r} � :f'!. ,'1 J, -;ii".c •.iy t{r. }x ,45`4. f f 51+�:,,:6Cs i`" )t v ui V�tif '. 1 �y.,fyF {1 �{�. 4 a�+��i �,��a: ��Y t`3 t!�t':>* t•�Y;SS��'�,r+Y y �Pse:y:p� 'r,t:s'.e,:�r t ��.2 'f r n q .,- k t fir,`. r9:4<r, ;'�,Yr=�,i'$�i,�`., dl.3sf,i�. .i'`{'.•�' .T � ; ^,+ �I7 � iiu' , zrr�'i�, ^�.3.frt4.1', `f. .r t r ;iT'. T.s :r. ,.,t'+i f .t t, r! i`(f' ' l'. rYv:P: t.l �a;%,r'.•rte +�yC t '3' ^f '�':�, - a ,t. 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(((.t�t.l _f(,, i.i`r„`'�:k"r•l�r'YJ «.. .� �s- ,F j 1A . �t ',p�.hr C'� ,kt. �„f, .1.>,�1.,� j a..,"r'�'a�{{1'ft.'y;".�:SY-. ?*st .z {' t - t. t:is y.;t gf`f,.r ty^�'t f�,.� •1. �.., •'.! ,!:�''.�f t. %� {;�G. � 4a i� t1 z:.S>', ,.:,f( .!'�.N. .1,' 3. ..{:., .f :i /:' r iS '1 i �°..1,r,�a," f,,#'',iy°t�,i', ;a}.(„ � .r 5 ,t• < S,sv9 p,.r ,i ' � e'ty�z �1 :e 4 ti. .�r hU4`,;* 't. t ,ji. v' }e ( i'; , f t' vi.�x J.�: •`ry., !� +? ;r AFT. i 7• � 'i t. t �S i 1. �'�,�d�` � !" .� ,s r: { .�,• r1 Y y .vn�.'r{.v r. i. n � . s„ � s:q. `� t' , tt't-ay:l }�e�y�,v_,(#�,x} tA� .}2s�S� �?.b. 1 I5' ! .,rZ;H x.,�Jt�l�. t J.;' �r• � '.r,. ...: ;., .', '..'; .1 .. t� ��...A I;�"r:a,.14. ,t�^e°r..�,�J�;ai"�'.r i,�it`�t -'r � l � •n ' ;"+•�� t 't'•f .��.,,t`.'e �d'V:Tu...� ty,.,i�}ap.1`�g.; '�t Z. r 1 tr'. .}.�. :j` y ��,r t. ;3y;>+`:;:4•,yg�*,?S;Y�� ,_v.l+:•xL4: '!a? t .1•� 'y+'3'',''�F' i y,5'�49) ,,/il��'�t}+i�i, Q;�'�}y_Y4H5.<\t sl1!.t;4' .,i.: i ' .:. { d T ?' ,r ,{• 7S'�'{ F}� •I��Jt�T i^"J{i?§t t{} tniA,', c{:.9,t•''1�, {r;i�� i r�' 1 4 r. j. � , . i"r iT,i� : q'� �: ;}�.. fpkt�,k" r��ggq�y� .t7 �.�{�'7 t'' S I+tI1 \ t ,. ,;.• a U t ,s t.s` :Y� ,s a ��'': ,f� 2 tSf j„An•.'i?• '�:y: � �o`{ )r; T��r'YNeti`t l tklYt It jt3 11 ij tF t 3' ..J r s•f.,., k ,,frt• b;.�:s f ,.yput.J,}srtY��,° r{ �•.t� (, t .`. r, .. Kw , .,..•w..s;ti.w>*h;,?,v�1rmxu'to.!'!A,'67�tsE1'.;Ai�N, r. .t. iftX N igg�?,'`,�,� y,+ 4) h WATER POLLUTION CONTROL FACILITY EXPANSION . CITY OF JEFFERSON, MISSOURI ate'. ;tii ., ,I,...�i'h 1.7 REFERENCES A I'F�`i,•!�'1" ` A. The following industry standards and codes shall apply as applicable; i 1. ANSI American National Standards Institute 2. FM-Factory Mutual :{ {. 3. IEEE-Institute of Electrical and Electronic Engineers ' Institute y 4. ISA-Instrument Society of America 5. NEC - National Electrical Code 1999 6. NECA- Standards for Installation 7. NESC -National Electrical Safety Code(ANSI/IEEE C2) 8. NEMA -National Electrical Manufacturer's Association 1 9. NFC -National Fire Codes _ 10. NFPA-National Fire Protection Association -'a 11. OSHA - Occupational Safety and Health Administration `i 12. UL Underwriters' Laboratories,Inc. ;1ytiL:YY �V:tr}': B. It is Contractor's responsibility to thoroughly review the contract documents and perform all work and conform to all articles outlined therein. LLlI ��tN 3'73'1,:�, i• .4'•�.�` aJ C. Installation and testing of, or the assistance in installation and testing of, electrical equipment furnished under other sections of these specif cations shall be included in ' Division 16 work. Drawings pertaining to other trades shall be reviewed and work shall ' '_' ' be coordinated to physical interference. + +t »r' ! prevent P Y ' tVJ „yi 4 1.8 DEFINITIONS v ^: A. Furnish: The term "furnish" 11 is used to mean supply and deliver to the Project site,ready � � r for unloading, unpacking, assembly, installation and similar operations." B. Install: The term "install" is used to describe"operations at project site includini the actual 1 =. "unloading, unpacking, assembly, erection, placing, anchoring, applying, working to i ..r �'. dimension, finishing, curing, protecting, cleaning, and similar operations. R31 �? " C. Provide: The term "provide" means "to furnish and install, complete,tested and ready for t ; the intended use." y �� 1.9 DELIVERY, STORAGE, AND HANDLING ;, A. Deliver products to the project properly identified with names, model numbers, .,uses, ' grades, compliance labels, and other information needed for identification. `'} i5t t ` B. Store electrical equipment so condensation does not occur. Provide temporary heats- , as required to prevent condensation. C5-4199-00 16010-4 BASIC ELECTRIC�.L �G J #Y RO-3/19/01 REQUIREMENT- > way , t�-'R,4 ar'�t'jVy,�4{,,.tt',r,,•`��.,'i`,,,',t. i�3Y�r,w M�i Mth{;n1^.'x;"F t�t"{�;:�f3.+c'{;4 xyr.�;sr T�t rv+�`.T t*r t fi;,r,..}q i wrk,.y� ; rt�pytppl�5ti t g:{v q;t.t(n'!JA't'e1'.^*�q+'s.S: i it1,1°}t1 t,r}-irs4r,?1�Y�r'd•"ri}.'t"^' h`t 7 A s.. -dyt'�Y�ry(af�p (F' ;fit r' itJ`�� i3yy��'r+yt t•t�..t f(i {+r#'12'i�il'• of n�, {i, t.^ ht,r. t h yt,v�t f}{}M:,It• .tit .`^•2R•.yt.F 7aq j., C .9 t; ),�y. �h �i Y �i,• .F' F �'J ,'T J t F:• X S r ti' r 1' 1 �,' V}�+i•k I .{2 �.�.. u-`tt; �'S:£y�,tH,«� ,{�?�,�S� I.R �i.'�.,a p,3t. fit {r ?i''�J+}`•7•t�`",�,t��,�,,1.�t- }4' � �.. s^ k.� d�wY)tL'.{}vl , I},,l'tAS lry',y. `!;' y"�� .�'j+i �,, '4 =..s f,�•.��n� �t;.t. 3:• n=} �r. 4 S:,�,{r.t i t. s1�`4"^rf ; �i .� f 3..G � k��:: �d �i• y i; .�,{ ap„y,�}'.�., t .J+ j r•:,...,+�y5 j,sy 3} �a'�.,� t'f•t it.` sj .t y ,+�t -1 y' }Fir�.�< a• 1}{r;�:F t {„"��,i,) q t 't,. �T' ...��`7, P''t ? �yttY t. 1 _l+'An5 7d'11^•"•.�}�+`�`,'.,r ) tl�tniF•l� :.aSrst r vtt:t.`'i f 4 Htc�'4 •:ISatr c 2'{ �. '14Ar,. �r{�r ,' a3 if.Sr, .{ ,.ei2 Y C, '�rrti s t � .t ,t ,I. t� Is t� t � s;' 't �• 1 .,,t� r 5 � �"•v%y,a.c7�' i., T4'�fr: 7xi..k ( i �,tr ,.q� �le;.J � t { ri rt li t r�{ ,�, t�.JA:E�{'1'r, U:f �.c°A Siv {df7�9�.MF.ft��d>�L�{,. F.�Af �' .(fit.��^ � i �x�h�'��j lti�r 'Fi•,t,r'; {(�`z IYr � �'i a i Y � rf f+;��ra Eli *r�(��,v •! y, f " 'y1. �?,.j�lt�{SsY? �.Fi '4 ?13$5::"°t .} t.roF ;t e 7 .S1 Fx 44 r y .r 'off 4't ✓tt, t }n i{ { i .py s •L7$�:. ,.J� t r•F�r sIF t1s. J. `�• .iy ';t t ,1� ,n 7 J f r?.f{ _{�rr,, . ieb�%�,++H, 7�f t3�dtio-3 ��y7�: � { ,•{t I S ,.�tl f'?§�.ry.� !."1 .t�.�� t�t., r 7 ae ti f j �'�i f Div .''t f.v.t�,yr�''�5�^j'c=�r�s�`�}�' d �'�sl.'��y t 7,7}�; L�t'�r A { ��.1C� f� .f�` r 17{{'....: i tt •,"�I�s.'`;��a ,� rf:F" � �i i t �r t �'',. t'. 7�� S ..�t,� .. i 7�'S�Z,.t✓If�S�a .5 ' 'i t,. .tEt''' !t i 3,i• r^ .t t{ .,. .5 1 `', -t... r 7,.?;; .'{ ..r h3.,'Yy #{��:� •f itG ..R 7?i; '�. .t<<�,!�.7i1 F..>t,�r;.,,r,'•',,ti',: > :r. r .t�. ix t .. .t 't r t' 'di ^�',:;Ii,�i�a. .yft+i'�..4�i�1.7� x 7 5, �g....w+rt'..34t' Y.Y `, '• t i !, , r t r at..}.,,,. t, ria�xs;"1 �i: U:Yt xl 1A 4.'to .(�Y t�:r -t1'• .r,, t , ::1 ) �d4 a �t;�:!+1�'S ts�� ,.3 � �. '''•=f�'^s *•g��rl"%i',°•yt .:�{�•�s:.=�;'S•�,.);1 ,: .t,'r 1��. d. � s`. � r stc t`}t,,a<e9t;nom f', �,�z ° wl,k� Jif.Sa�3t»}3�,�I 'c ff4 .F gg a.i ?, 5 t' i 1 ,= a S? !"}t�. �t ,�t*''i.._3!7'�r M4q„ '`,fy- �`Nf ''•S a'�' �:� + . . ,,+rhf'�zli!tir'_M141< }'� c :tt :t]N f, ,} f.. i ,1, �r n ,-y Y.,j�`tn^„w• e4'1"'. ,4r+ im'S,i tF ri. .1�g > r f •r ,M,VA}.-ir9�t��f a•1�dyf?�i',<?J^v>r' y' r rr .jy � t .. i i. 'r.i`; �r ' �.�?'"7i;y;1:+;4`Y,=tt •�i '�� t•+�� ^ <b'Y^��a <�X,.7 u, i. .� a 1, ,'.4.. r r �1 .,7{s l�• t r �.y71'.bwC':iskil.:ll.,,....d4.,,,�),?. ,1..,:,_s........,n..n.w.y+e..«:.:•nl Tb'W�'l'M✓M°mtld+'12ZAy;E,Y\^.�,5 Nry, we.kr.r. .,«t✓N..r�S�,^ +r•Yxrrr•:<Ydu.l.l�xa:niw.+l7�f*Y?"yj'r?,��.E'=TYr,!?��r Pf lYt�n,n.,w,:.4...a:.`r,.,......,,..:......+;..,.:.'Ii,�W'V.Yixh.LFtn t •'''fa:$,,.4..axn.L'G! ,a 'd•(}y,}} f3 tl. ` WATER POLLUTION CONTROL FACILITY EXPANSION CI:CY OF JEFFERSON, MISSOURI P i• t x r I$t C. Handle electrical equipment in accordance with Manufacturer's recommendations. PART 2 -PRODUCTS (Not used). PART 3 EXECUTION ' ' f i t f 3.1 ROUGH-IN A. Verify final locations for rough-ins with field measurements and with the requirements of the actual equipment to be connected. `^ `i"?rr rr„;Y:it.....,for rough-in re requirements.Refer toequipment s ecifications in Divisions 2 through 16 , ot }t 3.2 ELECTRICAL INSTALLATIONS A. General: Sequence, coordinate, and integrate the various elements of electrical systems, materials and equipment. Comply with the following requirements: 1. Coordinate electrical systems equipment and materials installation with other z building components. lz�MJ ;cst f, 2. Verify all dimensions by field measurements. ' 3. Arrange for chases slots and openings in other building components during progress of construction,to allow for electrical installations. � 'ry. ; 4. Coordinate the installation of required supporting devices and sleeves to be set in `t oared-in- lace concrete and other structural components, as the are constructed. �d`'zr P P P Y `ryi ! 5. Sequence,coordinate,and integrate installations of electrical materials and equipment y'= i for efficient flow of the Work. Give particular attention to large equipment requiring Vp positionin g P rior to closing Lf g .m the �'1 ;,,;, 6. Where mounting heights are not detailed or dimensioned install systems materials, ' and equipment to provide the maximum headroom possible. 7. Coordinate connection of electrical systems with exterior underground and overhead utilities and services.Comply with requirements of governing regulations, fianchised "''td •fF "J '�c ��tt",�'''1 sery f f ice companies and controlling agencies Provide required connection for each �;it' vri rl.ri "�G��E ytr service. `xdF eni;j”pi.' 8. Install systems,materials, and equipment to conform with approved submittal data, ... including coordination drawings, to greatest extent possible. Conform to arrangements indicated by the Contract Documents,recognizing that portions of the r • 4 �.z; r Work are shown only in diagrammatic form. Where coordination requirements 1 conflict with individual system requirements,refer conflict to the Engineer. C54199-00 16010-5 BASIC ELECTRICAL s, 4 RO—3/19/01 REQUIREMENTS e-, r�ar}%;;r'�y.. .;\r �fnd,N',�� t�i, :t*,+C•�t t7�xwwt* saMU4� 'r'L'� ~, ,i' 3 1,lr�r': ' .} };. r tf, rr !'. •.E`:o rx'"1;•'t'tY,+ �,� d>�,)�,. l "Ti� t�i,- �r�•, r'' k�'aY ,i t ;�� `•y :,,t. Ya •t t�_ i r ex 1,r+,�51" '�� S�r!'i 5 , i�,, t?:,• t ;,,{';.• !.y�.• p .jam u..j�'`Iz,'• t r t ;,.r<. �.�.°.r :'s+ •'rl t;''(�fr, ,,,!Y .F,f;r'•� �.` ;�i��i', rz � c �• � f& �>r {� �Yn .E 5 r :�t ] �v>,. 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'�5"�'ui 'S'�,h #tft>rs�;,t4.+�„,3eo•? th ��.:u r+ r.s�' � �K r 3 ..t.�k t. s. ,cl!r1:.av,:r, �#.��ir'1<){t�N�r;Jt�., �•�, s- �!i}., �` '{-�:};rty;� li'' •r�+s;''t�•�j4(({afy�i ! 3.fi s r1,. + 'r, r �. a4 is .a � +s# }{�. •i•�.ae,.�y�<'ti�w4�� 1' .u'y,'.,�'+ � Iv7M`t.� a ,r., J�•••� •;,.tttSES;r � ..�'• t ,',, s ` .. .,. r t 3.�. . e't ,. < ::i j.,E�:r!J',i u.�•s y[7•:a`.i t4�t,:.4: ..�,�s,�t .t NY i''�' �v��Y�rFy .2' 7��b � � v j r j""fa+ 1r .`�;u e ,�•� �, i 1 :f 4 Wz y� 4.�erfa t} f F ,f 'S J ( i �,' 1. ;f. � .F: 1'.. .� .:,•. p' ° `�}' � y°t rte.�h� J•�iJ Y t r r + t i 1'�C'74^@{fc}f'.?��(� .�' �S, t't� Nr1 WATER POLLUTION CONTROL FACILITY EXPANSIONF� f; CITY OF JEFFERSON, MISSOURI 9, Install systems,materials,and equipment level and plumb,parallel and perpendicular to other building systems and components, where installed exposed in finished ` !' spaces. } q, :i 10. Install electrical equipment to facilitate servicing, maintenance, and repair or �t ; -`;t .;,`.,4•,. replacement of equipment components.As much as practical,connect equipment for ease of disconnecting, with minimum of interference with other installations. 11. Install systems, materials, and equipment giving right-of-way priority to systems ' ' ; ` required to be installed at a specified slope, <" r3 12. Installation work shall be performed in accordance with the recommended work practices of NEPA 70 E. 13. All devices shown to be DeviceNet shall be furnished as DeviceNet ready. i 1 14. All push button and selector switch control stations mounted near the process shall .� be rated NEMA 4X. 'is °'•i CUTTING AND PATCHING , A. General: In addition to the requirements specified in the Contract Documents,the following :tr s requirements apply: 1. Perform cutting,fitting and patching of electrical equipment&materials required to: a. Uncover Work to provide for installation of ill-timed Work. b. Remove and replace defective Work. u"''`'` fir>.�;• C. Remove and replace Work not conforming to requirements of the Contract Documents and/or applicable building and installations codes. fir ? ek"'':;•. x�;,,a-� d. Remove samples of installed Work as specified for testing. e. Install equipment and materials in existing structures. £ Upon written instruction form the Engineer, uncover and restore Work to f?ir'k� i''`�,�ti;•';j provide for Engineer observation of concealed Work. 2. Cut, remove, and legally dispose of selected electrical equipment, components, and materials as indicated, including but not limited to removal of electrical items 'x; xj}y indicated to be removed and items made obsolete by the new Work. 1L a� furnishings, finishes, and adjacent materials not indicated or rJ < 3. Protect the structure, g J � ' • ��,� scheduled to be removed. i� 4. Provide and maintain temporary partitions or dust barriers adequate to prevent the `bye spread of dust and dirt to adjacent areas. S. Protection of Installed Work: During cutting and patching operations, protect adjacent installation-s. 6. Patch finished surfaces and building components using new materials specified for the original installation and experience Installers. Installers' qualifications refer to J the materials and methods required for the surface and building components being E+ :r , patched. a' END OF SEC'T'ION 16010 0-6 BASIC ELECTRICAL - CS-4199-00 16Q 1 '.` RO—3/19/01 REQUIREMENTS �� '' :,i•.. ;.r�'t'...`.,"�, fr�. .,y:+r�.•,ri•;..:•,,"°'°ut�'X'!f:=.t ;•t',,.)�'��b: � �a 7 Z.:i�°t l� di yi tea�*2gi)�a,n�P' kJ 1 tt7 t f r t.. .i;'. ('.'h 1 Std'1t}^y'' )5l}f�+��',q1��••"t X� 4L1�i �}11+ ,t` 7;, � "3 1 � KL i ,:�• ' 'C w �,�. rF� rJ >,; , E ;tr !`' r�,,'ar [r r f'. 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"CS AF 5.LZ i SS.f tint: ., s , f o >' t \. ;j4i.4,} c� .,.' d^•��z:x' Y rpr �` •� .: ???#llttt••• w ' ij>• � t`�i' ''i `?.Y:4 ;g r1 isrf�*'j�it:..S .� 'a '1i ., i :r, w'r. .r i)aE rb4 k•:. :.l+�;'{?'5j'J;`:n y,It .°�t�k��+.,.}}iit a,,, a. :II .r i t..„ 1.:ckis .�YF.i, .f a�. .`t t ..�r, � .r1e.t�.fl��•r�F;:'{�; .,y1:y�'rF��`R,� 1:r3��} 1 �.`s�. ,,fl S prn'�.r4'y,°{'b•SFr,•,7 1f,. 'tie + I ryt t ,` .�1 .y. t,�.,1 .t +.,.tr.,;,i'•..ra}x, �•.,�NC,Ir ret..sr+ r• S.srat (yfi. _W k �� $t}z�..<�rnLulr.��.'at;t!'i.1.,v�..,....�Y,.�t.tW.a :ti,�,.,.,r:G7�::w,>tr�r:,if,�ci+asc•.�. ,.>,....W.li,,...... .t. ....»t+w.,.,:a t.. � yy��(( vyq WATER POLLUTION CONTROL FACILITY EXPANSION , CITY OF JEFFERSON, MISSOURI `rF:JR Tt*r}xy}i`N Y t r.. SECTION 16030-ELECTRICAL TESTING AND INSTALLATION CHECK-OUT PART l GENERAL 1.1 RELATED DOCUMENTS �t� t A. Drawings and general provisions of the Contract, including eneral and Supplementary g k; 4`t Conditions and Division 1 Specification Sections, apply to this Section. 4 lV I tsff 1.2 SUMMARY •J A. This Section includes: 1. Testing and start-up of the electrical installation. ' s 2. Insulation resistance tests. 3. High potential testing. ,i 4. Transformer tests. 1�„ { . 5. Low voltage switchboard test. 4 6. Panelboard testin g' 7. Grounding system test. 3r 1 ' t � ,i ,,:,;.,.;' 8. Low voltage cable test. �< , '' 9. Motor and motor starter tests. 10. System function tests. r '° 1.3 RELATED SECTIONS A. The following sections describe related work: ' "' < ' I. Division 13 Section"Lightning Protection System." :s 2. Division 16 Section"Basic Electrical Requirements." ' 3. Division 16 Section"Raceways." 4. Division 16 Section"Wires and Cables." F dtt, y�J.aZk . , . 5. Division 16 Section "Electrical Boxes and Fittings." 1 z cc ti'<l 6. Division 16 Section Wiring Devices." Division 16 Section"Grounding. '�}.J� 't• 8. Division 16 Section"Dry Type Transformers." t't t 9. Division 16 Section"Distribution Transformers" 10. Division 16 Section"Panelboards." •fly, q f.•,}�� 11. Division 16 Section"Low Voltage Switchboards." 12. Division 16 Section"Motor Control Centers." 7;f y r."I 13. Division 16 Section"Lighting." .•( :1 f'r'� qtr 14. 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Manufacturer's Instructions and Maintenance Manuals for each Particular Apparatus. ,i rA,} 1.5 SUBMITTALS , ;! A. Provide a written notice to the Owner at least two weeks prior to commencement of any testing. , B. Provide test reports, bound and signed. Include the following: 1. Summary of test. c�"= 2. Description of equipment tested. .'± 3. Description of test procedure. �`t^�k ' 4. List of test equipment and calibration date. rk 5. ' Test results. ' 6. Recommendations. },• $id+l'?j ;t"•1it�a``'t,�i L•�i'.rV; �YY 7. Appendix, including all field test reports. t ' 1.6 QUALITY ASSURANCE '.`�r} lS apt Syr 4 �Irti `r•1.�4' �yy� z ,'= A. Provide and use safety devices such as rubber gloves and blankets, protective screens, ; • , . barriers and danger signs to adequately protect and warn all personnel in the vicinity of test. B. Test equipment shall be calibrated and certified traceable to the National Bureau of ti Standards. Certification date shall be no later than six months. �1i;3S' Pt�l C. The testing of the various components and completion of any corrective work shall be a ,. performed prior to placing equipment into service. All testing shall be performed after the equipment has been set in its -final location. D. Testing shall be performed by qualified personnel, having a minimum of two years :�rzty. experience performing the type tests required. f.Na ` E. Contractor shall be responsible for any damage to equipment or material due to improper test procedures or test apparatus handling, and shall replace or restore to original condition { any damaged equipment or material. y CS-4199-00 16030-2 ELECTRICAL TESTING AND RO-3!19/01 INSTALLATION CHECK.-OUT r N'h``7;i�... yi'.'1'.,•1•d"!z � '.L 4 .t,a.``{{ ..,'"', r:t } 'r'• ,1. r+;i!. ?A r.�,1 {t, 77, '4r: r+ e x , � �'•t tlt k! ziy�L F,�.1i' '�„{3ty 7 .�;tt-k'lt tit'��Y"it• .�i C tai ..4tr C.1'h„'y..1r U.•1./ � 7ik,�l 1.2..,k. a,tt�'i,1T}Y•�+'�?,�,,,v ky rw :,;'s t./d•.' .''i}P.;''i' .�;G. t l J 51Fr,' :,�yy.i a J .1 6 4 „{ Zr 1 .f 1.. �, ..t. 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The Owner reserves the privilege of putting to temporary and/or trial usage before acceptance of any apparatus, device or equipment for such reasonable length of time that the Owner deems necessary for making a complete and thorough test of equipment operation. 4 ' is B. The Contractor shall include as part of his contract the services of a competent person or ' persons to assist the Owner in any such trial usage and testing. R C. The temporary trial usage by the Owner of any equipment or materials supplied under this contract before their final completion and written acceptance by the Owner, shall not beq{q construed as an evidence of the acceptance of same by the Owner. D. No claim for damage shall be made by the Contractor for the injury to or breaking of any j used by defective P art of equipment durin temporary Y or trial usage, which may be ca ,•� equipment and materials or poor workmanship on the part of the Contractor. PART 2 PRODUCTST. �, I i'.S y i.:: ) 1 gip".•} 2.1 TEST EQUIPMENTry� ? A. Provide test equipment , of approved type, properly calibrated to conduct testing. B. Prepare reports recording test results. �x t•'y �' ,�ly,�sF J t"z,i + PART 3 -EXECUTION 'yx Yk` 4't',4Y qY 3.1 GENERAL `: 1 iif y A. Conduct test in the presence of the Owner, exec t when advised that his presence will not ' i be necessary. B. Include tests and inspections recommended by the equipment manufacturer, whetherr _� a+'•, required by thesespecifications or not, unless specifically waived by the Owner. Y`t' C. Maintain a written record of all test showing date, personnel making test, equipment orhp . material tested,tests performed,manufacturer and serial number of testing equipment and results. n H� ,. 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I }°:t � .:.f•+ � Ys}.�'"t� �j A� 4fzt Ir '.,/4+r,}h 'f•�'7?:iiK 't�7Yr''1;Yl F�y}�r�i1�:Mr;�,i."�.t�r!•�,xtp�j c'y1�E:.� t.:N � 'rttA ..:�'�1'i u�,i' d�.ts'X"+t.:.f Y+•t.::.:!yY� •f �.:' �,, �,trt{} � r',{��LA'=3-`�,`(^;�§,'f•°�.:}.;t�l'�t�1�.4�'':�{y Z,,q P � t1 E t :rtr f �'1 7 )t ;:c��v.F.�tyu,j. rs 1�,��jy�+ `'1 '��j,'Z'„'"�+'. .::,tr,z, �;,: 'f iS• ; { sx5 r .cr# { ..1 }' t :� i •x.tS �H i'7j5r,f{arttr, 1.{. `Y y�t?�E, ,'; ,.`'�� '�,fY;ft,^�1,y,.��Y�(in�gtt.t. ,,.' �z''•i,.n'E li!�.� t P} .€;t, s ,. L.: ';t r ,y. t 4 +� .(V, rrX G' 'i.P` `ti�' �y` 7 �k' �"•`�f t 1 Yf r $t' '$f.:fiI E+ t•f l3 4;1 ;T7 •`;:,i. ' �,+�f�/1�' �Ek}y'ti 'f a 1 4 l '7• + r .v4� .`1•' '�$.' t.r, '«.it.,:r.::iv,c..lt ........r.,,y�t..,�«»t:,...,�..6«rW....v.,_. ....._,1..)r ,:.i..... ........ ... ...wrn.:r..?r<n F.,«, s;,..,.a. i ,..,.•..,.........,.. . ........-,.,...,w.A.M...�.va,..}ag+i'f,inlRtrtKY6tS'<'sy'7Pr.?t�a�.s'.. ,. .. r., rJ`:�.,tl7.v.E. �', WATER POLLUTION CONTROL FACILITY EXPANSION {'t CITY OF JEFFERSON, MISSOURI 3.2 TECHNICAL REQUIREMENTS • r t A. Insulation Resistance Tests (Megger) :iarf +. 1. Where insulation resistance testing (Megger tests) is specified, the instrument to be t i\ � a '.a used sliall be a James G.Biddle,D.C.Megger,or approved equal con-ectly calibrated ( r •ya n having 500 volt, 1000 volt, and 2500 volt settings. ! . + B. High Potential Testing ` 1. High potential testing, where specified, shall be done only by an approved high potential testing service in accordance with the latest applicable standards of U.L., "r NEMA, ILEA, IEEE, and the manufacturer's recommendations. 2. Prior to any high potential test, a Megger test shall be made on the equipment. In the Y��;?• �'"��_�";{ event that the Megger test is below the minimum set forth in this specification, no ;` ° :i h .•, high potential test shall be made and the Owner shall be Advised. 3. Subsequent to any high potential test,and immediately prior to energization, another Megger test shall be made. In the event that this test value is less than 0.85 of the previous Megger test value the possibility exists that the high potential test has � damaged the insulation; the Owner shall be advised if this should occur. for 4. Records of al High potential tests, identified as to circuit, shall be submitted to the Owner. 5. The Owner shall be immediately notified of any cable insulation defects as detected k}'�1 � �` by the high potential test. Test voltage at failure shall be recorded. fi�x: �� •' 6. The minimum acceptable values of test results shall be as indicated in this P specification. In the event that these minimtun values are not achieved the Contractor shall advise the Owner, who will direct what subsequent action will be required. � zi> 3.3 TRANSFORMERS , A. General purpose transformers shall be checked for proper to setting, phase relation, no- `. PmP 1 P P !y load and full-load voltage at the transformer or process bus. ' .t 3.4 THE MAIN SERVICE PANEL AND PANELBOARDS a,+ A. 480V and 120/208V panelboards shall be Megger tested. ;f B. Panelboards shall be checked for the following: n .l. Bus and cable connections to assure tightness. r 2. Mechanical and electrical check of disconnecting devices. s "� 3. Electrical operation of all meters and relays. t iy r. C5•«4199-00 16030-4 ELECTRICAL TESTING AND RO�-3/19/01 INSTALLATION CHECK-OU'r I f4'� ..c. .t:•y �ry,'rK!'!"waip�,nWR'"^.te*a:,-`.:1�,j3 t 4 r{r n^F i„ytyrs+ri!.Ay.1 �'*"' c e' .°..fi r i. iQ I,.t ..".r•""J7 jf t'"y^i;fir, ;.+,Y i�. t test.rti E-r}6 � •s S �a, .rt R.�.$ t 7 1 l� ,r 'tl •�' k A�,.} '��}' 1-f�yS°� td�t :�'Llyn�;t Yt"t z jUyl �pi.,s x 3 :;,j `ii - �t" 'r'; .."{ r:�`�°�h it E,'i�}. ,r�"tits v,. �` '�}ti f �l-r°t, t r.•cir�..j �y �' AS •�$ (,��+.� �r�t,,h` }ark tcc y\i�{;,�u �;f1�•�-{srTJ�;�}, yt tE ltSr;,rj N� r..s ,i :i i'' 'lh�r l) 1 +•.<'R .1j�.r,.M{ ��}�Si{ t t+',3T•y}�Y fE`Y.t'YyEC t�ls�Ylii��f,�� •»£'1 t ' r't£�"'Fv+;S�'�,L" .F-rt fl��,�..,f,��!.;.��,�°� L',��st rF r,.t•Lt:4��f��a tti�rr .,.t�.,arrs'; q. :.v �1 'r:°)It .Ki,� 1 �u S�l��' �tN�+'�+'t'i��}�ss��i t4�i i �r�� '. t.' e' r :4'�,,, �<��b t�ti`z�X �tFY� ; .*a x..:is.*r »''s%.a r..r r ; �. t \ ...r�s i e ��°?'f':ir!'f�{�t}�=„�;I`�$xt��t4#a'`"ati�� :�"'�jx�,• A. a.., t �r?r w1YF Y'r'"7 '�N�P� •r��.o #w,'n t`.+1,iY roa''?'• ,:11 St�<••r'fr1 rn } y, 5 �,r w i t ; t e 7 :�t t p�.°'1� i�r* `�';�t`., �*'�",�� t r .t x., Si , '•' + vt,.: > `Trlrct,� tv( ,S 'YU{t1.srYt'f�',�'ly� •tlt}.rt`;;51i;;% `(:,dt;r', r 1 .16: -,t;•fP(�tr'�i?:,,r;'!;`�;,J1�o !� F.,srt i(,:?:! ,�} fL.lyrY��t �'+.•�'t�,4N•: „tr (? ai1�9,;. :,`ri. =s, �.;y ,i.��:''1'1°f ;1 s:. rid .i...rsrt•,�t;.,i �!t':'4'>ri�t�s�{Ai r. .�:;.�j,�� -('t#.k'��i�tl:-`r'�'7dX1�.wz.. � ,j �.. 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'trl�i} iut i ti J .?' _i .2 tt x i i . .\ i ,;?. fj,, ';y�i �s,�t,htr�t�� }''{" �tryry J •+t;) ;�tkts,.1'�1'M ti 7 :,'. ." ,,,. .' °. ` 'x �S�, 7�'` + �f,y iC,l.r v iD.{ � ¢�>5 A 'r?r,,�.t tit y: '^ , s. x .'i<.>.;, f t a•` I'<t' tfn4.,y1,u i�(r'l+Fr` k}r�} i ..T. t�_"YR ,; r3': 5i. r., a: j' w ,.,{,;F.,�.✓,� �.t,,r� ,t� ;t � �7� � q { ,l) ��,y<,y, _ I,i.:,¢7,sr }�}ky r, 7 )S) rl ,, • ,'`=x.+M,t"+L i..•fi+:,',^h?, w,.,„ ..»....a..,v . vr.+k ,M1BZrtv :f'', r ;,I.: t?j 2t'1'R t r?w M1y�r?Fak' ..j,:..,.,.1, k.•r..a..Yacb+ddwia+viii/'Ma,i«.rNUFtrJ:viikt+55.at�,5� f r' �4�. r .. WATER POLLUTION CONTROL FACILITY EXPANSION4 CITY OF JEFFERSON, MISSOURI 4. Polarity of current and potential transformers. t.. 5. Ratio of current and potential transformers. 6. Wiring and operation of all control switches. ' =-;fit; 3.5 MAIN SERVICE PANEL INSTRUMENTS " ..f;FYn A. Ammeter Tests ' t, _; {r I. Check connections fi-om current transformer. t7 2. Apply secondary current and check for accuracy, r fry B. Voltmeter Tests 1. Check voltmeter with potential transformer ratio. 2. Check voltmeter reading with test voltmeter when energized. tYr 3ft 4:. C. k.�r ��fya:�r ' Current(CT) and Potential (PT) Transformers � ,��:t ' '' 1. Physically check polarity mark orientation on all CTs and PTs with manufacturer- fit e•• supplied three-line diagrams and manufacturer's drawings. 2. Electrically check all PT polarity markings. ' $' t:,% rid, 1 I �•t. ,;t r D. Ground Detection S rye ` t4L Y stem 'l'4-�t,,y,A4,�,+��J! �4i'�tt 1. All tests shall be completed before the initial energization of the service equipment. 2, The relay pick-up voltage shall be determined within the limits of the device tolerance by applying minimum required potential at the relay terminals. 3. Affix calibration labels to all equipment tested= Labels shall indicate test date, i engineer, firm name, and relay trip date as calibrated (trip time and relay setting in �• amperes). r 3.6 GROUNDING 1 II GROUNDING SYSTEMS A. Test shall include measurement of ground resistance at the following equipment and �i'=� structures: 't 1 C All motor control centers. 2. All ' r secondary panelboFn�ds. ' 3. Other miscellaneous grounds selected at random in a manner to be representative of f, the entire installation, f.+7 S1 rrx.:.hY1 ( { 4. Instrumentation system ground. 5. All transformers. 53 ct �� ' •rti.t,' B. Prior to full test by the test agency, the Contractor shall certify that the equipment has been correctly installed. . r,` C. Maximum acceptable resistance value shall be no more than 5 ohms to ground. ''°K. 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Y'+ � �f. r �: 1 t.• + t ,t t Y .:�A,, st �. r,- ,�.• �.4 +. �.: Si� i� ?i.t i� a ,s r 1 }'t}i t'� r. r>: :.,•., ,t .: ,.•. -.`. ..' �. .. .:' �},,,.1� .' - 'ski 7' ,stir �ui¢,°.�.�1';(,;t.l:.�.LiL(fr.d'rtn)tihiNMY+NA)FtrM14L�i0iPh+bA,�:b.dYMkn.ssi.rW.Lfu.{...J.�.�.�.w+t•s�fi.t„M21fiHtYNW+{1�JYUfMttt4k kti�.iliNML.u:w.n.µw.»..:..,t..... ..,•_,..:,".�:...w,•.'.,.w„F!'8tM1k„+oxN.^I't*?'hatx37��i!'�';f7� .. .,.• - �,� � `n.: 4�7 {rtln �t; A`.. z :x WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON MISSOURI a ` 3.7 CABLE 1'i�15�{•r.!• ;{� r A. 15kV Insulation Cable—Test according to Division 16 Section"Medium Voltage Cable", Part 3.2. t B. 600V Insulation Cable 1. Feeders for 480 3-phase motors: a, Insulation resistance of all 480V, 3-phase motor feeders shall be checked with a 500 volt Megger. Readings shall be taken with all motor wiring connected, with all disconnect switches of combination starters in t open position,and "' fr with all starter contactors mechanically held closed. Readings shall be taken between each phase wire and ground.. No reading shall be less than 2 megohms. � !” 2. 480V feeders: a. Insulation resistance of all 480V feeders shall be checked with a 500 volt '' f�:,. , :,.... Megger. Readings shall be taken after wires have been pulled but before ,F., F 1, •. connections are made to equipment. Readings shall be taken between phases and between each phase and round.No reading shall be less than 2 me ohms. P g g g 3. All control cables shall be tested for continuity. rr '.Q•�� fir C. 300V insulation instrumentation cable shall be tested for continuity. taf:�T. ""1�,;�5;Y?'qtly (tI•��:�w�'�i:• D. Coax and specialty cables shall be checked for continuity. Further tests shall be conducted as recommended by the manufacturer of the equipment being served by the cable. /e�, Sr, ,k 'k',• 3.8 MOTOR STARTERS AND MOTORS �.tx��^. �',• •'� f4Si r , Y,•t"1 A. All motor control centers shall be inspected for missing parts and any damage. tt' �,�`'G�''s '' %+ ,eq 1 . B. Check all bus and cable connections for ti htness. Check all contacts for pro r all ent 8 P Pe 8 '-rA„ and pressure. Verify that all movable parts are fi-ee to operate and that all bolts are tightened. { l ` y ,Fs ; C. All motor control centers shall be Megger tested in accordance with the manufacture's : :r4. recommendations. ,: D. Mechanically and electronically check all disconnecting devices. •.� E. Install overload devices. Prepare motor list showing: ' 1. Motor nameplate data, including horsepower, full load and locked rotor amperes, RPM,voltage, service factor, and temperature rise, }` a ~vb, 2. Manufac'turer's overload heater code number used for motor protection. 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(r' j �. att t<�� § t�t*.,, ,R,.[� � ..� ,`1 d.t r. •� '•Y.;�„ yv,}t:}?i�`;h�f.tC�7�'?;�3`Xl�•'.'ilt'�cf:�'.'.'i:�;X:�,t yta '� Y c r �� fi ck`sr�r t'� >,. �i .i,. �k ,t.,.r, ¢.Sy !>,t+'' t w• S . 5+ 4�f}W: rY'y��,��} S' �4r�s�Sr�` ��'JCiS'�,�t G,;.r,3k�st'h:�t,i��i+avtav:�akitriSiff'.`�1�'»tine.4tin;uarr:.:+.'«+«i,.tJ.we,iC.::::....::.:•w'.ei:s.':`.+t.`.+:'»'titrrJ�7iii."ifM1t�7 X'”t4S'YM�x1'h�tKL#isYlx+Lnrtw.`e'.i�`i41'lk'M:`?i W:x%i+w'i�Q , T1iK.,:y+S, WATER POLLUTION CONTROL FACILITY EXIPANSIONkb CITY OF JEFFERSON,MISSOURI tw 1+ A complete operational test of each motor control shall be made from each point to assure1, 1 }, Y ; G correctness of sequencing,interlocking,and other control functions of the equipment beingtrt;r g tested. ;=.t. "��,}; G. Check motors for proper lubrication. +ki•`,. ` H. Check motors for proper rotation after insulation tests and lubrication check but before << `,Arh t coupling motor to the load. 3.9 SYSTEM FUNCTION TESTS t A. Electrical control equipment, interlock and sequential control systems, and instrument i x circuiting prewired by manufacturer or assembled and wired in the field, shall be checked =>`' for correct and ti ,ht connections and shall be given a complete functional test as directed + g y� i y �;Aji{4i y t by Owner. Functional tests shall include checking intended modes and sequences of • >:.y; ; operation of all switches, relays, contactors, circuit breakers, indicating lights, meters, .1 t} f«' solenoid valves,etc.,to prove proper functioning of the equipment and system. Coordinate _, tests with building, mechanical, and HVAC work. , END OF SECTION 16030 �' } g �zC Jµr,4 P -r y�•��i � 1i M� t'Yr ttr -4199-00 16030-7 ELECTRICAL TESTING AND CS RO-3/19/01 INSTALLATION CHECK-OUT +�` sacra �.r'P","f^ u x7�r'.�'•" t,i°•'r{C-1 s' �`�it,' C:7�)t�u�' ry e Vin, �S ct` , i�i3fiyi•:JJ•`+.fC �', Ft��i, �" � '�t: �•rfi"� :,�` r• , �,a �. .�`�': r� pq� ��•�;s�� .�,��t�.�`F �, '•�a}��i`F� s�'e �`��'r.��;�,�" ;t• r ..�"� y,, , 't F ,�cc77 ' x y � .F aSFtzat { u# f� i f' t� � C7. � r� ro-}'�r u' 't*Jy� j r �srstP'�{t"• d,;yt�i )t � •51 � � .�•N.�� t t ,.t r`td i+.r rc7,}4�.�;s.,;� + �t r�7��¢� 51`x.• !�. �; r a��`�, tit+�:ttt ,<t� iA-F• .'' /,:t1 9 1` •;!tli`•1!@j�Kl;. r•,{'k7,f3,+ ty t"cK ` '''yl,';•+ '� '�' ' •ft, f k rvt:t+F.:aiY.J,t t(" '{" Y a vt�•.. 1 ¢ `t. 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WATER POLLUTION CONTROL FACILITY EXPANSION `f CITY OF JEFFERSON, MISSOURI S/4N1 � , }) , SECTION 16 110- RACEWAYS PART 1 GENERAL '# {,t.`:t:..a • - RELATED DOCUMENTS ,110 „S y t:vj n :t A. Drawings and general.provisions of the Contract, including General and Supplementary ,�•t;PSI Conditions and Division 1 SpeciFcation Sections apply to this Section. - ,j 1.2 SUMMARY A. This Section addresses the administrative and procedural requirements for an � f y raceway a� work including installation procedures for interior and exterior raceways. �ry ,SFnh j LO tr„ 1.3 RELATED SECTIONS •r � '` A. The following Division 16 specification sections describe related work: Division 16 Section"Basic Electrical Requirements" 2. Division 16 Section""Wires and ' 3. Division 16 Section"Wiring Devices" <: 4. Division 16 Section "Supporting Devices" �t 5. Division 16 Section"Grounding" REFERENCES A. The following industrial standards and codes shall apply as applicable: ANSI C80.1 ''''� �., 1• —Rigid steel conduit, zinc-coated. C80.5—Rigid al 2. ANSI g aluminum conduit. 3• A.NSI/•NEMA FB-I —Fittings and supports for conduit and cable assemblies.Yt> 4. NEMA RN-1 — PVC-coated galvanized rigid steel conduit and electrical metallic tubing. I'f 5. Underwriter's Laboratories (UL)—pertinent standards. Approval and listing. 6. NEC—National Electric Code. A t {� 1.5 SUBMITTALS A. Submit manufacturer's data for raceways. y� 3 pJ CS-4199-00 16110-1 RACEWAYS RO—'3/19/01 , r,, y3 •t'W]i$y J��.,ay{��,t �'��rl-t.T,-�.«"'y�i�.y,r"�`�.�v�� `;r.�c+�,g .��aa•!I�p�r�ue� y f�!•(1• k �`v}!."i.Js 'ti,+ �'� '� �� k il' 1'�tv;e••711y','S.•t.�K`5yft.�'i'� �i•P.. .°'?�k"4x'M`",�"iz•'li x y t <+ �!A+1".rn C ``!! J •• �.�.:'(r L�l -,tkfn;Wt�fl.v°t'1Yik r SI."•;;f,?z'�5''t`n, ,la'(LtSk. .r,„ �.. y�A t,u1-,:1,{P: ,h } L•y' Ni h 7',$rb'-:.jjSS�JSt T J��1CA5VLffii'1 .F�#� 1 },r,i Jh�r(.14D r .�A 4Y i7}. 'rF`ta.' 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't ''•F�?:: �iv .Y r� '} $ fl 'r(,. }. t!. ..{�.lt 1'n-� � �' h' � �. ek /eir'.. �' I'.+� i..i. ;,i� t-. .1�+':' r�S' i tA, H K J•l' 1, i:' r ,�r.,•,.�Y('v�., x=i<fry r: ..rYi;: �., {; =:'t,ts`c;-r. r S a' r' t: :} 7'r•, F':0 ...>�}i " � 1 rst! ! :.Hn, ,,,•r,,,,,d f:t':•r ��, n'.,ci,' t,�F >�>ft fi'..t./Futc • t.. ! r ., } F r ;�., � � -�txt� 4a� s.�' s t t9 Y'?��,•tt`•. r r e Y , r . .. ��x�,y�'�? r.,,y"i., (::�.Cav' ;,` t..,: S is"tr:?.,.,•,,,. s. ., f 1 t "t it.��.:i'i :'{ a R +.'�t�''yx�?� 'v<i�i.�,1, •��o.'}`,5�;..t4�t�r� .;2i<3� �f'Ii'r,4 C :. .C� i , a ', a:�. '��.t �„ /;,r..);��J• 3�` ."�n. .� '$3 .�j �i:�:5,�i•/� N� i� :• t ,r�F �'.,', .xi" fltt�f-.qf+t X�%'C 17�,.:yritF'.11?✓! "� r,t r .. .It J t ..zv:�.j,:. z 't �r t (.l•! � ..,r( ?, pt•��. ,,��i r� , �kl..y «s µFyn Zt-✓ 4,y, ri7F' �'ri��'•'•:U"`�K.�,b'4i#�1"i j'.�r �.t c. ,p. riY t j , �. 11 N#.14..4;� {.= rNi'a.',4�ft�. 'n ^,;y'� �.�.�k;4;6i �`� 1 . ...r,�.,.k,r,..,.,.4,a..w..-:-,.r...,a,+•r..wwrvw+r,w;..eri«.,�......etsl..,.,..,..,„�,.:Thu,+,'rets+e!xx18+5.#".hvCtCb.Fa: to 1 ltl��F,Jt� . WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON MISSOURI '#"' •� t r� { jj 71 i�9 S�kt kh�f�)fF i PART 2 - PRODUCTS 2.1 GENERAL f. A. Provide raceways of types and sizes as indicated including bushings, couplings, offsets, elbows, expansion joints, adapters, and other components as needed for complete4 ' t� system. B. Where types and sizes are not indicated, provide raceways as required to fulfill ' requirements and comply with the National Electrical Code. �r f PART 3 - EXECUTION . ;rdl yFS{S�•o„t.5 3.1 INSTALLATION A. Install electrical metallic tubing (EMT) within office/laboratory building, but not in floor slabs or under slab on grade or where exposed to damage. Where exposed conduit `''`' '+ `' Y' JJ'' ;.7 , ls+t§.. f shall be ainted with th a color matching the existing room in accordance with Division 9 u± tt 7! ,y;�. •.+1 Section Painting . R`'r,��iJ oy ,dry:( � %� Y. B. Install non-metallic (PVC) conduit, schedule 40, within floor slabs, under slabs on grade, and underground outside buildings. Provide plastic-coated rigid -galvanized conduit elbow on all conduits entering floor or ground. a ; JI C. Install plastic-coated rigid galvanized steel conduit and fittings, minimum size of 3/4”, t}� :v above floor inside process buildings and above grade outside, unless noted otherwise. �f,.; ,t�s'�` _ `'I Where exposed, conduit shall be painted with a color matching the existing room in accordance with Division 9 Section "Painting". Use stainless steel or PVC-coated steel J fastening/anchoring devices for outdoor locations and fiberglass fastening/anchoring devices for indoor locations. D. Install liquid-tight flexible conduit for motor connections and for other electrical °j equipment connections where subject to movement and vibration. ^t= F '� E. All final connections to instrumentation devices shall be installed in liquid-tight flexible conduit. F. Wiring from VFD controllers to motors greater than 5 horsepower shall be installed in Plastic-Coated Rigid Galvanized Steel conduit. G. The minimum size for all types of conduit shall be'/4", 0-4199-00 16110-2 RACEWAYS YI r RO—3/19/01 4 .}�.'"r N �w`'' t# 4,'#q• t '�t�`!S k t a 'y 3' ;a Q �q i'+ .; ;, :�S .at S c 4r u.li, t ` ,+,�, n:;ti.T>,v r• YA�.'y 1 v �7 'If21 `j^-,�t �:t^'44t»r- �P"�A`to,�st3tcY?1Nr.*"^"", f. i ,.^;�'! r t § t t �+ f k y a j t `V�`4*.�C tt.T yo7rn Y`',.�'K�ri%'yr t• k r { f,r, t�rF��i ��''��i k t f�t��.iC ,k,�?t tiy�tFr}Sjr�,a l�t�r 1,+f ..r7•j'tl 5 . },]y 4+ , t`}�. y;` + ��y� �', ryk b �,� h �6 ,. '�}tV,w aMZ. ��#'t?.fj? f,i' ,d+it f�t r ..,�ia}:nt�° i..r'r''�rb;�,r�s:t.:t�'• .r , y:''� �i.� "'�, ``t; n�ivl 'q�Zn V i i ,,y ..!4. q4}�. a r�1=•u;:S" t o rsi>�1:5#. { y. y i5 i. �.7'c,+ !1 ?:�' {'4 ,f a e`t�, .ril r;"..i l y ! Cr .,! ,:i.. q.,;.'.)”. .5,l;jiev�fi1'.- .Y�.: a N �k. „(P-0;ti: ':�}'��m'� '}ay�y �c��{ft,'s.)t np'�r y�',x4g1' j?d[ e�tt r}ky'r��4` kt i 'i t ., S 'f� �r: a� .�s,'�t��M''S�,•�tf �.rr�4 t 1 st., h > 'f :, 'r t'..,1. � ',. .� 4 s 2�,tfk, �Li� s ti'�r•r. � X s. .' 4 `�` t � y - .J! - tq �{,,l y.k k yytil S�I,E'kuyY'J,i,v S� r 1� fi. . .{,w•!r a 1:! !.0 f t �t3'. i Y 4n ; � � • 7 ',, .r '.3- s iZt ti�. 1 ,7 �"• 'r.V� ':}Et•'.s�':rs4'% ti... �;{Yy,t(v� fir< '.z > i• Rc+ :,i s<: .r S tr t :r.':, x �'Y±:�};:` .L#o-'aN y..<'`RS y4'',L' •• h2,c�,. 'f r y < k .� .N 't" { +t , t 5. .s'�.. .Sr h ,,:li3:.. c..#,.-:x';itj li• y ''1,'. ,7kpyi. j •'P;`yy{�{{��t i .t c..>} r v R2. y4.✓ i ..a+taj: .k, ;,xt }t" ,•.{ift , F1 t a t. tiSri; ar ? ilnt4��r�f, •{ Y ' fin;, ,�,�. .�t�`.Y'rF'�a�4,'' 't,g,�a?i:'§t7•'iu;�:tr .? sey}will•}if•.i.zt,77tr; S,rrWrin 1`i.Y,lf4',`:.4 .t}k r ...,,„r ��, .��rt� � J .•<kr r t � J r t.t: .krA'' n � t it � ,. °t. f /4CtsV`t "i�j'++:s. WS Y ` t!{,�'.`�;'tt,ir � .�t 't;. .! ,Y ._ f. +t.t,= rar,.yti.}:t Y�.gti",}`y'�nl;c;',`'�.<Y. ${r. 4 ,:lv L.(y1t....n, erlw»,w,rr,A«:4StIS:'1h1icY'A7t+'t!tttT+"Rt,P,.{t., ";t r'l.wi.Y t .,FY MRV.R.,1^Y1..+ t�T'b},ft}!b;EtNN/ffiN11WW>.wrMrAW,rc....1.a,awr+r..,3.,+vw�+i,G++'r�YnY�,w�W+L4JN,G ` {� 1.tSdCNS!�I+hYr iEl n+��. ��q Yt. i'•'�Y� t�� r q� WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI 3.2 INTERIOR CONDUIT ,1. A. Install exposed runs of conduit, and conduit located above lay-in ceilings, parallel or perpendicular to walls. Install horizontal raceway runs above, and 6 inches away from, !t water and chemical piping. }�'`.t5:4, ,�>'tf 3.3 EXTERIOR CONDUIT V.l£ iiui ;,;4 A. Coat underfloor and underground metal raceways with bitumastic-type protective coating prior to placing concrete or backfill. Rigid aluminum conduit must be ' bitumastic-coated when installed directly in earth or in concrete. r"y B. Where PVC conduit is used in main feeder duct bank configuration, it must be restrained to hold laying dimensions as shown on plans. Fill around PVC conduit must kr`;;'t�. ;•,` be concrete as shown on plans. . ;",' rN C. Install warning strip above buried raceways and 6 inches below finished b� g P Y reds. Underground warning tape shall be six-inches wide by 0.0035-inch thickness polyethylene film having high acid-and alkali-resistant properties. Tape shall be type 4yY} � f'F`> 107 B-720 and manufactured by Brady or approved equal. The legend shall read "Buried r' f;? NIA;: ` Electrical Line.” Red tape shall be used over electrical power ducts and orange tape ' shall be used over telephone service ducts. '}r� ��_:•,,j',�'-.t1��';.1 ;j,�,1r�4,�V',ri'i: eY}k.. qAw' `,w't„i/ Yf'.t7,Jr�.�7�,�jylt+•t':V 3.4 UNDERGROUND DUCTBANK,INSTALLATIONS t::•i F:}fit �� Aw Yftij"t'.i A. Route underground duct banks as shown on the drawings. The duct bank sections and 'z placement of reinforcing shall be as indicated on the drawings. The stability and ' spacing of conduit within the duct sections shall be maintained during placement andt ;a�}q vibration of concrete using approved plastic spacers placed in accordance with _"+! , ' manufacturer's recommendations. Duct banks shall be installed without traps. J Horizontal bends shall have a minimum radius of 33 feet. B. Install top of duct bank minimum 30 inches below finished grade sloping toward P g 9' manholes with minimum grade of 4 inches per 100 feet. F C. Terminate conduit with end bell at manhole entries. sQ xr ; !- D. Conduit joints in concrete encase duct banks shall be staggered a minimum 6 inches in horizontal and vertical planes. h� , z Y, E. Use suitable separators and chairs installed not greater than 4 feet on centers. Band tY conduit together with suitable banding devices. Securely anchor conduit to prevent movement during concrete placement. - "? F. Provide minimum 3 inch concrete cover at bottom, top, and sides of duct bank. lYY. r.. � C5-4199-00 16110-3 RACEWAYS .V RO—3/19/01 Y 'Y J' w..3 S` ,M'�l��,,.++.�'.`�711,��,'�"Cf:'.y5�5 t�'�if;�je YT^'�«!wr�rMn.iw ll •�gp , ry�nweT, �+f j }, •1}. l� V;: I'i, f f .wi,,. A, 1' .'!•F 1^Y , ,.'+ �>I,• �cK yh�''/�y •A.{Zn/�t.,.. 2^+,}�}.,t}';es i�TM,,}h:' E>`.S '} f r tr ;.{r:, 'K. �.rk. V �at•.r n.l•, r, )�?Y,4i.�y+i.� y. ,f�.,`'} r•r. } JJ��..t�ri k rtj,S,�.7"IGi.w.'\'. '("`11��J Yi•1>,S f Y .f �l,�1 f�t`•' ,)'Stir J' :Jtt. 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Swab and draw a mandrel, 1/4-inch less than conduit diameter, through each conduit in the system in the presence of the Owner prior to approval. Each end of every conduit •t shall be plugged using an approved expandable, removable plug, upon acceptance of each duct section. K. Pull cords shall be provided in empty duct bank conduits. full cords shall be 1/8-inch r polyethylene rope, three strand minimum. swzy�^ a` ks1 3.5 FITTINGS 4' `{ Sy r' A. Install expansion fittings where conduits pass through building expansion joints and where walls or conduits travel from exterior ground through building walls or '? foundations. ' .,( t;td"'�'; .t-�� i a '.i ��E.F ,l . fix r B. Insulating buslvngs shall be installed on all conduits and fittings. ,. 3.6 SEALING LIN A. Install approved fire seal material or fittings where raceways penetrate fire-rated floors '"fir'" •'� `,�l �� ,t1�':r�t;. or walls. B. Install moisture-proof sealing material in underground conduits at termination points in •;.1 ? 4• A�:ft� Ixl electrical enclosures. C. Install sealing material in all wall openings penetrated by raceway. Plug the inside of raceway to inhibit the airflow where the raceway runs in wetwell or room to room. 3.7 PULL WIRES A. Provide pull wires in, and insulting bushings on, all conduits in which wiring is to be f� installed by others. , k CS-4199-00 16110-4 RACEWAYS { RO--3/19/01 '{ ;r r7f`fs'1r 8.1:,t�4;i?' °j'^!' , I s .-t t }'-",•4t'n' {`i,+:'411i?'z`. rt Sr s ,; �rs�}'�,'Ssi';iVF ..`�a�5 yti9 i'. { 1 s `ice a�'•�'"�it rt.1 k�.:l F ,t ,1 t rwlrii�,, `4 r .i.'" N'' �'' �rtrfqq�r 14Y nf � N jJ�. d d� �. Ll,. iy k t•,,]{) xA ! V '�^�,t•` +f aY�+77 �1 ti ti•J)..aJLx7'"].� ,j t 'A} f 7 .� .3i L4',.:t t lltr rt t' )� ��< t+'�S F•�'(ti�- L c , Per. 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'�, 5. gg 1 r. i+ ,x :,'S t. :f t V7. i 7 �tYct,.,�{;t F,4j��i�l:�;"{#1"'h:L�,� F�.€„• ¢t.r,;�t 1'F,..sartt�zrnR.. :.t.7...,,...•..t.- rYf •::.iiJ..:....,.:..fy,..,._..>..:.wn,L.traa”W..:.tvM+t/tWTPSLVitJx,iA,rerni4n,.,. wx.. .t......,-� .'...... -:t..,--:i.,,n4M..i*v+Y'MiAt1'4*rM#F#'fKf.:X,Mttx..r..�i.nn'l..w...n,w4l>;u.S kwi.riw4'(rL:'•.kiia:'�iaa.>.uFL..+a� ��;;��'(( ,5p ,j�; 3 .•V ! 't.�r�?? t.2�.t4➢1L }�Y 5'�f ft{t{"i WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISS OURI f� � +x�*�h�t�t�t�:�• r - '' SECTION 16120 - WIRES AND CABLES ^tats w £ PART 1 � GENERAT � •� 1.1 RELATED DOCUMENTS 'Aji A. Drawings and general provisions of the Contract, including General and Supplementary ' � ��s•�'t, Conditions and Division 1 Specification Sections, apply to this Section. E. , 1.2 SUMMARY A. This Section includes building wires and cables and associated splices, connectors, and ' terminations for wiring systems rated 600 V and less. ' xt { F�4 1.3 RELATED SECTIONS ° 1.; .{fit z C 0,14 A. Division 16 Section "Basic Electrical Requirements." . � #`'" ,• B. Division 16 Section"Raceways.” C. Division 16 Secti on"Wiring Devices." D. Division 16 Section"Grounding." Y� ! E. Division 16 Section Electrical Identification." y�sf�s'(. !. Miff. ,1)'41 �1 r 1 1.4 REFERENCES 4 A. American Society for Testing and Materials (ASTM): , .dot '��; � ,z••„?: 1. ASTM B3 Specification i Cation far - p Soft or Annealed Capper Wire. B. National Electrical Manufacturers Association(NEMA): t; 1. NEMA ICS 4 Terminal Users Blocks for Industrial 2, NEMA WC 3 (TCEA S-19-1981) - Rubber-Insulated Wire and Cable for the Transmission and Distribution of Electrical Energy.- 3. NEMA WC 5 (TCEA 5-61-402)- Thermoplastic-Insulated Wire and Cable for the Transmission and Distribution of Electrical Energy. 4. NEMA WC 7 (ILEA 5-66-524) - Cross-Linked-Thermosetting-Polyethylene- Insulated ;,fir �•at,��,. s't' Wire and Cable for the Transmission and Distribution of Electrical �1rr . �}u Energy. 4 �' ; 1 5. NEMA WC 8 ICEA 5-68-51 ti ,A4 ;.• ( 6) -Ethylene-Propylene-Rubber-Insulated Wire and - (r�� Cable for the Transmission and Distribution of Electrical Energy. ' 6. NEMA WC 26- Wire and Cable Packaging. 7. NETA Standard ATS. C5-4199-00 16120-1 WIRES AND CABLES RO•--3/19/01 •9 77`717, 17 x•� iY�' .z rs�.,t• � ,t�` i.�w��w.7,„} {xt`{ '�t+ Kt,, .',i;{ -,>:r,,jr,rac ,;r r,••r.; t ir.n',..5 C,. �r�!" ';�>�w'a, ai rr R iP .,n SIX`• '3 t ..t t Jrr l"'�:�a. t�}`i.,�s-,!i.,T^•v:.}ar'rf t''f.`' '':� 1!�t:f t ',r+ �i.rr 'j. 7 ,yS7.r.�:�,Ri'� �.,y�i:.,i' f ry'•�.;.y'�.ti6a.i�,4;, 'tj��{�Pai r) ;y'7;3i�r}''fja •'�r `', 1..: t tt ': �,LJ{Yadi`iif u'{�_,�'.r(�}•t:`Mx7a.5St !tdt t' t 3p , 4 t .�:" t t.t c5r',;:.j r }�yc; 4 S S,}•,Fa. :v.1•. 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'r i -�:�, ',fain {{r•�: ry�,;,yt:•t,a 'it t'`,. S i ,;tf!>�•„#.��'• y' ( ' ? , ,, t ..,�' v..(t �',. '.0{. .x a,;,.rn .r�{,�;tk`,ta h3t5�i"�S t'} � �C• '�i r,} ,'�� . ,�yy^ :e/ �.. .x(�� ° >: ��•��??��'{ .'ter l h� ��F. 1�(f..,:.t'.st. i .'i. .' t.. „�F:F,' �}t' YTC';t{4• '' {i t: 1 .:1"i Y,i �`GL e�{``� 3�L;.��`L ` �:, _'• '� S•� ,�y{,; !!:v'7`�#A '% 1 �d x S t; ?V ':'.T ':.st S � I' yi y. A. I r.t t.ry'y .t .y.: 'N1�. ..1� •�. n.S�+° '�V .', :..+X�.�If.4`°..�r:.::!Q�S+h.'�>�':i,,,;�.s:+KJfrsL:�1•ffu+i...'an.1.�{w-t<lai.t;L...i«i.::+.}'tS'.:.., .. ., ,,,......:t.....r,.w+i,r:-%c+vF,nKRS!4WNMiL+»'tMary6'yiPAf**MkaLwrwrwessr.riirumivNwiilfa'+.+tl4,f•MAS+A{5 ;�r��K'd;L4u8'•'� 1'111 {' J` Y"a, WATER POLLUTION CONTROL FACILITY EXPANSION 5.,•,. CITY OF JEFFERSON,MISSOURI 1 i C. National Fire Protection Association (NFPA): 1. NFPA 70 -National Electric Code(NEC). `Y; = , �`,'"` D, Underwriters Laboratories,Inc. (UL): 1. UL 486A- Wire Connectors and Soldering Lugs for Use with Copper Conductors. "# 2. UL 1569- Metal Clad Cables. 3. UL 83 I 4. UL 1277 1.5 SUBMITTALS A. General: Submit the following according to the Conditions of the Contract. t7� Ya r L, 1:4;hs B. Field test reports indicating and interpreting test results relative to compliance with t performance requirements of testing standard. r { 1.6 QUALITY ASSURANCE ,i H•S' k pal, r,�<��.•�,;� :�; `:•. A. Components and installation shall comply with NEC. y ;a '�• ��' �,,� �ii�,r�w}"„�1S ��n!+a.•.f7<�:"'_�tia''�°rt'"�,ur j B. Provide products specified in this Section that are listed and labeled as defined in NEC f Article 100. s 1.7 SEQUENCING AND SCHEDULING A. Coordination: Coordinate layout and installation of cable with other installations. Revise locations and elevations from those indicated as required to suit field =a conditions and as approved by the Engineer. 1.8 DELIVERY, STORAGE,AND HANDLING All A. Deliver wire and cable according to NEMA WC 26. _t PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Wire and Cable: 98% conductivity copper., stranded or solid, single conductor or �. multiple conductor,and suitable for temperature, conditions, location were installed and _. { .1 in conformance with UL 83. f' CS-4199-00 16120-2 WIRES AND CABLES RO—3/19/01 4. T• y4rc ••fir 1" „✓,,. ��.�2��€770 3 rig +�6��'j t�,."r}'RT�ii"'g!ti^'r•.YT,t3go.',Fiwt�:lr r�i.r K"ir�rt k^fi#,°+'"L+n'•ds't,r�'}f'i^ni`r i J 1�r}}ti,'i{.�1�k�dq.��'�,�r'yt'.�S,.,r''`.cfi°ji7l'''a l�rti s i.t,d1��h'}x'f�t 4;"`0c�;Y a>�"f,3°p±`i't{"+"Ty,."��y�f.Y�.N S +y'{*�;'f R4n#�fR�,��$tq p��o i;,,'��¢S��5�a!;R,E.q',+x,��f t,j�•'.(�y-�,�!.�'r�i 7$I'y, 1 -+' i, ,1`l! � r,•, ��`, �` �' �;�� '`� �t _ �°-°i.' �s.7rS5` ''„x4"�'ix..r yu'.1 Y't r t ��'��';'Y,�t � t�,H+kz„� '�t,{,�,t :",�'i� ,. ti 'Vic„ ��,'�..f `t:fw� ��„r}, ;:.� � r�.•Us �'�a� y '�,re b(�+s"tic'•��'+ �`�r�.f<,;,c, �t }.�;•f:��kt�f;i;tt;'; Cr��7.'�v'` •��r`�,��y�._.�� ktL,,.. j ^y( l�! �d t :;. ,. •�e ,i f 1 y� �., s r' t .. }.v', .y_ + .. y j�µt� �`t`•':�i��:yt��;,;, s ,.�� .i. r. 1z'+Mrl► j e 3!}§1F• � � } ..� k ' S� Al a tp � ii� �"s .f'�. ..�''� t• x u .F t � `i.: t c,a�'ak� `.t: r1,4.�'`�''S1}��1:�`r.:�''}i!5}}�:-}.'y� ..�. `�''t;i: w.,"tl L'• 4ze,;s,$',�k '; FI�1,, y,S Yµ'� �... r f 1 i .z ,I'✓ „Wty''r"'t. k4',)aCf rt'ti' tlh. ?' 2 :� �. .{.�,Y,.�r�c T"lQj. .�.�I ( ,:.Y.L1r l{� E 'i '�t kr' • 7 1�}s ii..i�ks;t� :[ 'g ,,••7'y�.. �: >( {Y b r.# � �,. � rr .� �'};e i't.>+ ,i'f �z �,2 r }1f {a r �' � .?,. ,tt t X �Jxr lhl." 'i• ,}ty t •.c�Z+ ,�.y "Mi ta,y,+`i r�•nf� $ ' hL,'t((�i ntr°�°ak'1 • 1i � a� •, r' t�'i::r;;tin S �� ,{ .Gi`' '.�* ��t,a .d ,r.+• r. t�; .. . r � .1. �.Sa l c�; �ri. �iry'�t.(�'° <5,.F2'1 t� ttv ��. •,ry ` =..i � , .i�a�{„F tiC y�Tr"'(1( p`�y�'ti= �� „ xs ��',i•,'",�'4>-: .,„{+^'' t't,;r t , ,yit { ;< 'l ., �', :.�rsv. t,r,r?i.l'6'vr��.Fh�,� ��.it J" d� :`:?, .1i:?�'{- :t;.d'.��i ,.r�, l i:+l.t:}t 1 ,r. w. r t', 5.:.(. .a ,,� ,.fs ,;,'N°s4'�' �' 1•". � •'�1�,. '� `�a"yy�, ytJrt ta,•tt}{12;73 :r�y'4':i1.;, t. r t. t `1'>s�..3Na4.C�dYt r. ��4},�,�r,:;�f, ?qT�!�y�� Y h'{•'. 7' „Itr1.SSZr,:t...n.: .,',�:{e { . .....�..r............ ...w.w k+..`r..rna.'w5mrtwrt..tr,.•,.;.",.«,.,.....:. .c.d...,.. ..».e ._ r..«.s.;rr Ls tr.�enrrr:trove,4..eR+:,...k...w.., ...,n,..1u...:,f.....i...w...:.�ititi:eeai.f+ri%'d§L+`Ar,•,i[SirL•�.al4r..1:+,nt�c� `�ti iJ WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI _ day 6'4ii lFx:• '�.;: . YJ Bt Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to, they following: GC}s 1'�15s i�1 t rp Company I. American Insulated Wire Corporation, a Leviton Com an (Pawtucket, R.I.). Oyu r. 2. Belden Wire & Cable Company (Richmond,Ind.). 3. Carol Cable(Highland Heights,Ky.). 1 • a 4. Dearborn Wire and Cable Incorporated (Wheeling, Ill.). `,,•k 'w.;• ` 5. Guardian Products Division, General Cable Company(Greenwich, Conn.). ;;,,� 6. Pirelli Cable Corporation(Greenwood, S.C.). ., 7. Rome Cable Corporation(Rome,N.Y.). T r 8. Southwire Company (Carrollton, Ga.). , 2.2 BUILDING WIRES AND CABLES A. UL-listed building wires and cables with conductor material, insulation type, cable : - Y',,. .• construction, and rating as specified in Article 3.2 -Applications. ~ B. Rubber Insulation: Conform to NEMA WC 3. ' C. Thermoplastic Insulation: Conform to NEMA WC 5. D. Cross-Linked Polyethylene Insulation: Conform to NEMA WC 7. �� tot I` E. Ethylene Propylene Rubber Insulation: Conform to NEMA WC 8. it�;J; 1••i�� L „'1�', 'P t.''•]rt F. Metal Clad: Conform to UL 1569. G. Solid conductor for#10 AWG and smaller; stranded conductor for larger than#10 AWG. 11 . 11; a � H. Factory color code insulation for feeder and branch circuit conductors #6 AWG and smaller. Conductors #4 AWG and larger shall be tape coded consistent with the } z, <;,. g table: following a5• voltage 120/20$ 120/240 277/4$0 ' ''..rte sly{•. 'h Phase A Black Black Brown Phase B Red Red Orange .s Phase C Blue Yellow GGa Neutral White White Gray Ground Green Green Green •;�'. r...rrk.. f'3 C5-4199-00 16120-3 WIRES AND CABLES _.; R0- 3/19/01 r;: .'^>*+•,*,' .n,�t..,t�.y1 .,:�'`'i`�.'.^'-".+•7TH'' r. ,,.:1', ±f .ra.'•c fir.+.{.< .t +.'wwi±-R >r 1;.2 C`'�y•7,�` �i1C!8�.. idte'�'y41 f. rL�t°;•-+.}v11tY �.# � _T y� ..�.p., ,�,,. � ,} z�;.. t-£�; ,3 f {ti 't; _`h 9(�,t :'S��,.<y��3 t,•;a.:�:. ��fi�i#s,�},�r,. :y t'-rt'S1 �'±�Z�.<,�:rG �`i�+7^•,:rt lr��` ;�.• ; P .Tr' i i 1 'i e �, T: 1";C .,� r ;,}, 1. <r�`�lWiNgft,�R";;�,.,.t�y�Cs ,, " .;t 4 _•r.. alt1Y+,• t.R,}S ,(•F',•:,*� �. r,s; k,4,. ., . tl�ttti;: rq.., 1., '�� 'tl, "X..�S'T. 1'.'N ,n' q"'f. i Ss•r .,. 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J t'�l r.�r, 'cit 1;�?2,,�,-��,.�i3,..e� '. �. e r qtr �t. :'.�, I` 'YJ.{?,�++.!4.5�. �,,a'F;»f�FS Y 1 ,<l�•}7J+ T.'t 1.'' .I: t Im � ' :. ri4L '�'?:ia,` i,?{. ,�`+�r 'S1+ "� iv¢:;.el 4¢ 'i' t �±t f .rl'li. 'E`.4, r;. .:C •� .i�ti�, !tY ��4��5�,Is'' ii-1 tx!$ra AJ r 4ta ..,..i >. •.i. s. :iA7.,,, .... ... ".,.......,.�......,.+..... �• ` ��.: ,y.�,, . . •� � � WATER POLLUTION CONTROL FACILITY EXPANSIONr<�t, CITY OF JEFFERSON, MISSOURIn�54 .r,� e4 i 2.3 CONNECTORS AND SPLICES A. Connectors(#10 AWG and Smaller): UL-listed solderless pressure connectors for pigtail splicing. Connectors shall employ square-wire spring inside thermoplastic shell with built-in contoured wings. Connectors shall be Wing-Nut' manufactured by Ideal t k Industries, Incorporated(Sycamore, Ill.); P-CONN'manufactured by Electrical Group, Panduit Corporation (Tinley Park, Ill.); W-Cap manufact ured by Buchanan Construction Products,Incorporated (Hackettstown,N.J.);Freesprine manufactured by .v Electrical Components Division, Thomas&.Betts (Memphis,Tenn.); or equal. '� t Wire Mange/ Ideal Pandui Thomas w' ,r t Buchanan Service & Betts "VI t Mon, fi ' `'i'` ' 24 18 AWG(min) 451®Yellow Model P 1 Yellow W1 Hi-Y z t' 3-#l.2 A WG (max) ('va rr tau c 1 m' .,� 2414 AWG (min) 4520 Red Model P2 Red W2 Hi-R . 5-#12 AWG(max) <' 3 412 AWG(min) 454 Blue Model P4 Blue-Grey Hi-B 146 & 248 AWG (max) W4 ��{��°; ' i''�S d "}7t yr`✓�� M� i Grounding Greeniem --- Green-W' Hi-GRAD , « � : :1r 1� Wet Locations Twister's DB --- B-Capin _-- � ,. Twist& Seal B. Connectors for straight splicing signal and control wires#10 AWG and smaller shall be UL-listed solderless compression type. Compression connectors shall be Type SN INSULINK' manufactured b U.S. Electrical Division Burnd Corporation tsi Y Y 1P Ain (Manchester,N.H.); or equal. C. Connectors(#8 AWG and Larger): UL-listed compression type connectors. Connections shall insure a thorough connection without damaging the conductor and shall be for the �. w .+� proper cable size. Two way sp lices ' shall be long barrel, non-insulated indenture type such as Type YS HYLINK�"`' manufactured by U.S. Electrical Division, Burnd f Y Corporation (Manchester, N.H.); Series CSL manufactured by COMEC Electrical, a°q Incorporated (Hamilton, Ohio); Blackburn o Type CU manufactured by Electrical :. Components Division, Thomas& Betts(Memphis,Tenn.); Type CTL manufactured by ) ILSCO (Cincinnati, Ohio); or equal. C54199-00 16120-4 WIRES AND CABLES RO—3/19/01 9 .4,+1yF � 'x i. W T;. „11,. ,C.'e�i. }t f' 7 ..'} T V�: h '}r,�!!r�'•� ) jl lltr Sk1 ihY t ,F,,,,t ,tr . ,i) •tt j_� I \} s.'r+.,l'it,s�.31S1fi. ¢1 ;, ,r / z .`r 1 t}trilFVy, ft� 1 J;�r�pr7, rY,+�°'{4 �:-!! •r+�..` ) +). „4: ++ Yi >�r. f+<.W2 ,5,3 i�tw:, ., Stf 'ni i!t {+t.v,.,,,S p•1!:t. d T .'.1 n;1 ;1. yx 1 ,t + ,7, t t :`? .;i x:'f�';:1, t . 1;a .ta #•? 5�t...: YrA �rax/ F4 ��.,`� ` t��,• :?,r'.; R ,}1yt', ! .. ffr�.3�}, y;s? z:r �yrE a'Y r:^.,, t .i; tTis<r. n 7 ;9r ;''t',� � ..c 4� �'G��(. 4 f 5 f 't F °^tS f Tt}.t.. '�� t 3 I t �{��1�1 .t�i�5r::}'t'i� 'PfS.t'r�' ( fit u �¢lc ('f� l;.r �.t.t '` if ya)yfiu 1pri .i 4 P .t4f1 {lSk .{ 5{„ 'J 3'...,ta: Ait r xria,Xryr Swizi •,N<( f�{,. 4`Elyl ,CWill''. ! ..�� 6I5�,.�(t I.¢E 1•J ! 3:{xdr im 'S�.. /t d � .r� .3ixvh ��,, A U, � Yk r tt � �w Ya Si� � ^t1:,z 1 ?7 Y 4t i}�.w!.t�;:{..t`ii¢'t�G�.{,tZ,.l v.t [<tr,. x elf �. .�.,.• t' }.rYtlt f Naii '�Lf�f�nr,, a t'i y C ��'�,�#'<`�`' i\•.t� 3 r 1{ ti .t i a r r�. �t,�`;t`rr, r 1 Jjt �tr� i } i t V1r7• u. ri� ; tY.}.�y S�,{fr 4`; 7 r�•. w^rw,+tti M- r�,U i"`.cf ,,',,'if'9�li:i-ik�}r��rk'"'�;x i s ! '� , < X r.tit•tt ' A j�Af,,:uNf•i.gifts i{.4:{�f r #'?Yttt� Nf YY�'3`d.i?�4''4'�I.Y.:ft t. C. �i .�t .s� 3 x ( s{.�..it.t. ..zt`' t it>,xy4 t.5�;*� Sx�• '�'7Ydji' S y3^ai:;; n h i .nrs�� y�#"r f� ..z '. r .r� �. ��'�as,M1'yyh�t• �P''�st' ,. '�},�„ Y E'�.,t=�,3i7 f,� ,.,�S...K yr,t.�'r;as,"R (. :t .�i " `'•r � ,- f ,i> :,t�:,f � 'l,"•'ttCi:Ji'�i't�'Y��,�."fit y r=. '�, �'��LQ��y'� f �,y, �,� t r �t ::.,.. rr, t�:.�s .. . '� . ,..«.,,.«.»..sw.e.•,•.,.,.,..v+wxarkic?i�*S46fihf,.?.U, �le;rt`�..,t i }�°,. r}' '',t d+.�Gfrs"J 5• 'z. t ' r t '' ..a...,.. ...« ,..»..,.,,...:_. ..... .r.•w,v. 4' t+ii!?M NK'+.trr..aa*rsr,,,,�,.r+.ur..> '''.i% r., k., tr WATER POLLUTION CONTROL FACILITY EXPANSION ] 7x t CITY OF JEFFERSON MISSOURI #10 AWG and Smaller): UL-listed indenture type, rated 600 ,E D. Terminal Connectors VAC. Spade terminals shall be locking fork type with vinyl insulation such as Type TP- ''` .f LF VINYLUGr"` manufactured by U.S. Electrical Division, Burndy Corporation N.H.); manufactured by Electrical Components Division,Thomas Sta-Kon m (Manchester, •); &Betts (Memphis,Tenn.); or equal. ; ?' ' ; ` E. Terminal Connectors (#8 AWG and Larger): UL-listed compression type connectors. { .~, Connections shall insure a thorough connection without damaging the conductor and shall be for the proper cable size. Terminal post connectors shall be long barrel,one-hole for up to#3/0 AWG)or two- or four-hole(for#4/0 AWG and larger)mount indenture ' ? type such as Types YA, YA-TC, YA-2N, YA-2TC, YA-4N, and YAB-4N HYLUG' N manufactured by U.S. Electrical Division, Burnd Co oration (Manchester, N.H.); , �cr i.;', at, a Series CCB and CCBL manufactured by COMEC Electrical, Incorporated (Hamilton, ,`: s yr.,_fi Ohio); Blackburn Type CT L and LCN manufactured by Electrical Components T Thomas &Betts (Memphis,'Penn.)• Types CRA-L, CRB-L, CRA-L2, CRB- Division, � s k L2, and CRC-L2 manufactured by ILSCO (Cincinnati, Ohio); or equal. a>=a,f"''',j .� MA ICS 4 clearances between '''.`,'''°� F. Terminal Blocks: Rated 600 VAC continuous with NE 4 adjacent terminals. Tennxnal blocks shall be sectional units of molded thermoplastic polyester and shall be suitable for channel mounting. Sections shall have built-in j'+��rr` ; marking area and wire gauge. Center post in each section shall prevent over-insertion of wires. End caps,jumpers, and mounting charunels shall be provided as required. �i§s�{tii��,YS krt G. Wire Pulling.Lubricant: UL-listed, non-toxic with no solvent to attack wire insulation, plastic tape, or conduits. Lubricant shall be Yellow 77°x, Aqua-Gel CW , or Wire- Lube® manufactured b Ideal Industries, In (Sycamore, Ill.); WireSlick y manufactured by Electrical Components Division,Thomas &Betts(Memphis, Tenn.); ;�' ' : or equal. ``'" rnn I . Cable Supports: Type S with pOZi-grip'Wedging Plug manufactured by O-Z/Gedney ;?:r+ Company, a Unit of General Signal (Terryville, Conn.); or equal. 11 ' .:,. Cable Tags: Cable tags for coding of individual conductors shall be printed plastic tape � } manufactured by Electrical Group,Panduit Corporation(Tinley Park, Ill.); 0-7JGedney W.H. mpany ' General Signal (Terryville, Conn.), Brady Y Company, a Unit of ;sf ,(Milwaukee Wis.); or equal.J. Electrical Tape: Electrical tape shall be all-weather vinyl electrical tape having high a dielectric strength and a resistance to sun, water, oil, acids, and corrosive chemicals. €` { Tape shall be Super 88 Scotch"`•'Vinyl Electrical Tape manufactured by 3M Electrical : ti> ' 411 1 it r. nxril , yq�[ {{yy�'{4•Jn.k. Products Division(Austin,Tex.); or equal. it;?• 16120-5 C.S WIRES AND CABLES ►;'; -4199-00 ' RO—3/19/01 a 72 i. z-•r^'-/�5»� ..,�?VK!tim+.rlranfn,�+:t}o+r^"" ;j^'�'S' 1 iJ�l 1 t"�'M•!. ..:r.ar5a=l+ re,-•�„4'i•, n..7::7:t '.•�'•.7't:� .�. ”^wlnEwax!wmn�3,s»uwz!?r+n'"*"",��..... t. i.J `' sYr, ' t �`i i ). i b's j.,� <C,.htY� i`J'-kit".'a >fis�,Y,^'{9�: ✓4C�,c-ai,S%+' �t ��i,�j,Mrq,.e �+C,Yrs r}1y; �� Y` v' �; .n. ,.q ., :i.° t. { +.L:^.1 x,,: .i,. t t. 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'`"h:i:4q".{ n yr �'6� ��,1 t� /b.�widd},tii7 't1 ti�)4t �S � '' .. .n .. ....nn t SI, ... .•: ,,, ,. ..:,,,' f .. N. ::3. },,,,yf �d 'bii4' ti, 4.aieaJ wf.t...;i.:iwinatW46aett�+eiR•uim,n:n+m,,,d,.w.srw:. .... ._,1:. .. .. .. «m.,•.tt..m�.�tx+>Wt,rue:..KVi+.w}+tvww+�nw.x•.......«,:a,..:.,,....w.,.^.,.se«HS..rr:•(.rtKC9nW.W1^1H5Wis!iS�R,fs. .. _, Mt' PR WATER POLLUTION CONTROL FACILITY EXPANSION4 �• , .# CITY OF JEFFERSON, MISSOURI i>?'�''}`��'�;�tt'�`U`•;-!!.rte., K. Putty: F a Put h: Electrical insulation u tt3shall be rubber-based elastic putty in to pe form. Put ty shall be Scotchfl manufactured by 3M Electrical t Products Division(Austin, Tex,); or �v equal. tin' h,T/��tTt'T4��Kfr k PART 3 - EXECUTION 3.1 EXAMINATION i A. Examine raceways and building finishes to receive wires and cables for compliance with installation tolerances and other conditions. Do not proceed with installation until unsatisfactory conditions have been corrected. 3.2 APPLICATIONS „ A. Feeder C wet or XHI XHkIW-2 Feeders: 600 volt 90 de NEC� g. dry rating, NEC Type IW or insulation, copper conductor, in raceway. Cables shall be listed and identified for cable tray use in compliance with UL 1277 and NEC Article 310, where installed on tray or any portion of y j a run. B. Branch Circuits: 600 volt 90 deg. C NEC Type TI-iHN or THWN-2 insulation for#6 i " °i AWG and smaller and 90 deg. C,Type XHHW or 3Gi W-2 ins #4 AWG and 'S Map p elation for > ,wsq ;:::' :? larger, copper conductor, in raceway. C. Motor Circuits(48 AWG and Smaller): 600 volt 90 deg.C,NEC Type THHN or THWN- 2 insulation, copper conductor, in raceway. 1st l.f f Sf J {"1j � A. Motor Circuits(#6 AWG and Larger): 600 volt 90 deg. C,NEC Type X�-IHW or XHHW- �l ;_��Y�T><<t< ?�?ti; 2 insulation, copper conductor, in raceway. i E. Control Circuits: t: r `+ , }}`;,:ry• RIA •,7at ,�(4'J Y, 1 cif YC4�i. .I .iiri'' fi4.: r�jri�•�A.t ,i 1. Greater than 50 volts to ground,multiple single conductor circuits—600 volt,Type THHN/THWN insulation, copper conductor, in raceway. 2. Less that 50 volts to ground—NEC Type CM 300 volt, 60 deg. C, minimum size #18 AWG copper conductor, in raceway. 3.3 INSTALLATION �t i A. Unless otherwise shown or specified, enclose power, lighting, and control circuits in conduit raceway. C5.4199-00 16120-6 WIRES AND CABLES j RO—3/19/01 ;I y,,..,,. ....._t.,F...... it.it; ,r ,s nt n W...tr . � r�i'`} . t`y+7r li'� t�i sr'7?S`: Yytx��+y,. s � t i� ,} �,k 14 yf:.5.�u Y7fr: 2St #.t rs..'�x.�J+�.i�trh' .M1r�+"� {Sl�S'..`r l�1y ,� 4•V,��'o-t:Kn��:�„f1`�.xy�.;d;`t"hiyt�s9^}�.a��; �;�ti�{r"4. ct' r�3' i$%'}�a'7�.� �`° Iry hS rtl,, �' iinf 4 ..t t4 y r�' ;{`};��j}:.n{ilyri � ?v. 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Pull conductors into raceway simultaneously where more than one is being installed in �'•;p: same raceway. f.1 1. Use pulling compound or lubricant where necessary; compound used shall not deteriorate conductor or insulation. ` `J 2. Use pulling means, including fish tape, cable, rope, and basket-weave wire/cable grips that shall not damage cables or raceway, I 3. Carefully handle conductors to avoid kinks or damage to insulation. ,h'¢4i t� ,.��•{;la's,;: E. Install exposed cable parallel and perpendicular to surfaces or exposed structural '` qq :ri` members, and follow surface contours where possible. tt. 'Al bOtt4 ' ,t,, +' F. Conductor Splices: Keep to minimum. Install splices and tapes that possess equivalent , ;,„� or better mechanical strength and insulation ratings than conductors being spliced. Use � . '•�;��' splice and tap connectors that are compatible with conductor material. �#w. •-"�tuj; .? G. Wiring at Outlets: Install with at least 12 inches (300 mm) of slack conductor at each outlet. H. Connect outlets and components to wiring and to round as indicated and instructed b .rrr' ,,. Po g g Y manufacturer. Tighten connectors and terminals, including screws and bolts according to equipment manufacturer's published torque-tightening, values for equipment i;•''* ? >4 `'' connectors. Where manufacturers torquing requirements are not indicated, tightent connectors and terminals according to tightening torques specified in UL 486A. a., ''•r I. In addition to the number of single conductor control wires specified in a conduit as x,G:yr„ r3 shown on the drawings include a#12 green ground wire per NEC and 20% additional `� '•' t' spares a minimum of one additional wire in each conduit run. fa ;� ” ,ti• ILA 3.4 FIELD QUALITY CONTROL A. Testing: Upon installation of wires and cables and before electrical circuitry has been lazy; energized, demonstrate product capability and compliance with requirements. Provide .°, .j {` engineer with list of insulation test results in megohms for phase-to-phase and phase to !`� ground of each conductor using 1000 volt do megaohm meter. Apply megaohm meter for no less than an 30 seconds for each test. t.%. C54199-00 16120-7 WIRES AND CABLES 1� RO—3/19/01 s� "4ey�Tr'fi�r t. '"qq!'rr�tl'^".!9'?t3f►!H�s1}'},iflawaJ[> P"'!'"r.+"'•,'.''�.` ^`^?t• i;. '�'y t^ c•y^.'2 � �',�'��i� ' .�t. "s., :.r. .1 wjt• :.qss J.S.r.f 'f, 1c.7 r•.> Ik' e77st < Yl'•. .}:'t,Y'4:,",.fy'• +1 l�•y:'iY:'„ ,y�' ;i... .f `tti,y tir ,-+,. r;j',r:+.•2'r t 'sq a .{. ?'": .r�S f, t �1a.1•j' 7., tu-'!. r:;l, .,t1,1tj t< .i�; ,+,-:".,!;�.ar:;r�ti }} G' :{•'S T% rC"t;�r�tt'{p, •`a'r... 'b1 fl rf••.i ! .7.,' .a,'t`11i,.Y, ,7 t 'r)• ,r.1'Sr"� ,(:�1. ;tf".}r rte,}`1','s Fr. �..,rt: t:�',Y.rdS,.. ,r. 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T v�1 ` G.,a: !x...v.li:',s4 rr......,,,.t,,,,,...+dd'..n:twnw' ..M+.+ale.+xivL2v.{i%nNn,YP'YL��'tr•1bY.?`x.'4.,.3;x H,t�r,n�+.++'.e.vr�l ttniww„x,w r,-.e..len+ .wMWhktMtS�hiKdxx'�.tx.'ft7Y4",'MA112"fMY,rc.r„even.n•d.az�«w;,l,,.ai,w.,i�:wn.irasx»`nWtr,.,tiilvwu:±,.lua�lrS,.lw..�.1 WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI NN,r SECTION 16130—ELECTRICAL BOXES AND FITTINGS `` �` ii' FART 1 GENERAL ) ` i 1.1 RELATED DOCUMENTS ' A. Drawings and general provisions of the Contract, including General and Supplementary tir< 5 Conditions and Division 1 Specification Sections, apply to this Section. } 1.2 SUMMARY } This Section addresses the administrative and procedural requirements for furnishing and �r installing device and outlet boxes,junction and pull boxes,bushings,knockout closures, •, ,i.��,�,,�d, ., locknuts closures and weathertipht boxes. 1 rI 1.3 RELATED SECTIONS != : A. Division 16 Section Basic Electrical Requirements. �.�,.�, �;�;.;;::•. +`A' B. Division 16 Section "Raceways." C. Division 16 Section"Wires and Cables." ', ►;;_ D. Division 16 Section"Wiring Devices." E. Division ld Section Grounding. 1.4 REFERENCESt�, A. ANSI/NEMA OS 1 —Sheet-Steel Outlet Boxes,Device Boxes,Covers, and Box Supports �n�A,�'�., r.. , B. ANSI/NEMA OS 2 — Non-Metallic Outlet Boxes, Device Boxes, Covers, and Box �'' f t vs' lam': Supports,t.l.itrt4 k; `ta::?• C. NEMA 250—Enclosures for Electrical Equipment(1000 Volts Maximum). D. UL Standard#6 and#514B. E. NEMA RN 1. . `s. i ,•ti's' �' x`'43'A' `�,' �it`v F. Construction of all 'unction and pull boxes shall be approved for use in the area ' classification in which they are located. 1.5 SUBMITTALS Ys;is y L•.r A. Submit manufacturer's data on all electrical boxes and fittings. 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F K, i:{+,aLJ'4h'L i �!..''Xf/JL'M.rH!4'9'INM}P}FIA:H''a.MFM'Nt:il.'4,{E6M4.,(+H w.Gwu.-�.4. a ,t N.w!1'Sa'JYN.YHR,iM't,�},v�HnL-Hr,twvst Y`X.:4wb .W,,,y.:..i.:✓�:...WiS.vnMF'nlrf l}43ti.V{.rr��},IµC,j.wl,wgYa+w.2dIV}rUYi . ;:r��t v'•,�p' WATER POLLUTION CONTROL FACILITY EXPANSIONS CITY OF JEFFERSON, MISSOURI �4.T'..'fifes( `iJ i `pyy PART 2 PRODUCTS ' 2.1 DEVICE AND OUTLET BOXES `h` � ' rf,` RA A. Provide plastic-coated galvanized steel sheet-metal device and outlet boxes of sizes as . << required, manufactured by Robroy Industries(Gilmer, Tex.), or approved equal. Install ' per manufacturer's instructions. w; B. Provide boxes for electrical devices as well as for control devices, signal devices, and other systems as required. C. Provide device and outlet box accessories as required, which are compatible with boxes being used. ' Pw��'rryJ M1� �:r, V. 2.2 JUNCTION AND PULL BOXES .6 A. Provide galvanized,welded seam, sheet steal junction and pull boxes of sizes as required, except provide cast aluminum boxes and fittings inside process buildings and above M� '! ground outside. Boxes shall have screw-on covers and stainless steel screws. '^ 2.3 BUSHINGS KNOCKOUT CLOSURES AND LUCKNUTS ' 'n�f, A. Provide corrosion-resistant knockout closures, conduit locknuts, and conduit bushings4 bi of types and sizes required. B. Pre-perforated knockouts shall not be permitted, PART 3 - EXECUTION 3 nix. 3.1 COORDINATION s��I..r�... ' A. Coordinate installation of electrical boxes and fittings with process equipment, structural features, control equipment, and devices. 32 WEATHERTIGHT BONES • 4 A. Provide weathertight boxes for location exposed to weather or moisture or as directed by s! I'r Engineer. 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F ��Jr` f'1 ,ts. �' ,r pZ ..! i r; 'iJ u r r. ,<.:�,L•, -,� { y,�.p ?Y t:,,ft,�z '•"r I ��t. { s r �r,.51�. ..1 .�'It,�t l 1 ) ';Y''+�}� { r.r.,v r. f. .Y Y y .1�! sry,''i.:•i 1f,,.ti,e"�Zis r.�h.,,.-rti t'. 5.. �,>;' .v'•e t'1,'i�{h• (u J P).., ''f y �' 's 0. S ��;�'�"+t:�'r�'t t`)'tx�).r 5i•.�;•yy.a+` f t�h: rs I ( �.,y' 1 i Lt:4 1 :+ .i:,t,L, fi �:Y:�,i :4,+.'-S'`x 1 `,'S.':;.!"1+.i :;�gy<: �t�;��;:'SE.,"e •y`.' �f� 1�,' :f j R 1 _'� ks '1 t.�y��tt Ft TJ: •i.f .,1,. t 5!S ( ',3S' ,Y.,, d'W7+ " 'y Y+! '4.L �S:�tiZ�••+t�4ri'..:�`��ikw.ktwa.�:..�:a:i.:�,..f...sr:,1..r..»aae..=.:i':r ..,.:.� ,.,ar.'.(w'iS:«:+.v+ n•�eH1ti�•\Ylaa:r� 1'`�''c'ctiSl�n.... � E '� "uk �•.:,aA.iiluinG-....a.,x'A,:3dr . "}-f'..• it'..: r S r�t'r= WATER POLLUTION CONTROL FACILITY EXPANSION . °? CITY OF JEFFERSON,MISSOURI 3.3 CLOSURES ?` Y r; A. Provide knockout closures to cap unused knockout holes where blanks have been removed. B. Provide covers on all pull boxes and junction boxes. ` } L�o o, C. Provide blank covers on all device and outlet boxes left for future use. 7+• t' err 3.4 INSTALLATION A. Install electrical boxes as required to ensure accessibility to electrical wiring. Fasten boxes t•e�s ii •. i to structural members or embed in concrete. s :t! ��i' �.•��tr”' tly '{ B. Position recessed outlet boxes level and plumb. No part of box shall extend beyond 371- finished surface. C. Clean boxes of wiring or devices prior to installation, {r, Y C. Ground electrical boxes upon completion of installation. D. Proper installation of plastic-coated steel conduit boxes and fittings shall be per , •, �k!` manufacturers instructions for clamping, cutting, bending,threading, and assembly. ,, y,N: END OF SECTION 16130 ri i,ztti or . •r �.�',vyu ,l� ai }•3 .11,1 ,Y,;i �sUgIJ C5-4199-00 16130-3 ELECTRICAL BOXES RO—3/19/01 AND FITTINGS ............ � � ny 'i dy Bt�F^�y •,`f�� y �� i• r r �i �u`S� ' r�� ,5•}0� .S��pyl' d f. �' ') �{,� s;, (( sr ':yh; •t• .kt yz', Ir a`kd ,, {�.5) ' • ,_ ;�+t;h` ;at., t!)7'; :3N (� t+,'•x,.ro Gi�. "9 ;�1'YF'r-1i it 5 �.} �l+Kl•F}y�},',,,,ii5)�rf��'7..?S:'to-`?.'.'.'� �;��'.q .;t�.�'. .•�„`+�t'.._^'..ait, Y $,_„,�y,�t�`,.^r r '.Cdd. .J!•. bF:'rn Z :X77,` �,..,y,'rvy!d;a,s '.r r{f.;',it+'t`:.t s'F. ,�+r��4 ,,., � {�.--�^J','jl.�. t'"'�`},•,$.1�i:t,n��i,+ r.`.;Y' ..Syt ,�, r� # s. ;� s,, �F. �.•t:, � �,r sr ^r.r,,, ,r<,�t. 3'p 7 .tlxr r � 4 s � t :r `�;I'•'r?'•�Aq r`ri�F.;. .� .:� V}c �„•J4`o-?•e ."}� s,•,tt�. .ji,�;• .i #. �:: 't. ''t• tt vtl. ) ;,fir: ,r. 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S�.'�:�.�!7t�.:ix��S.sc?v.t¢.{., 7.!+t 1 t {S it a ,i r.}, +} !i j. r,..r 1 { s�'�'•'�ili�ri. k 7'�jit,.r�y y.t ..`. L•S .s•t. wsx• ��7',r'>1;}t;,t" pyo��yr4, a e 1 1; ;x. .fie t?kt; 1' i:..+• ?�t �,yw'.a'sir•{ts-,C.y�"A+�,{-S`�,,af.�},�vr'�.7, rr,�� ?.1 .�',2,':{F,f:3'rl"v,•t7,4;? !{ 74.z}53 11. �.x, e{ '.r t � t. 7 � f;, .{ ,Fi � {:, �tr"f". ;% t�Lf @NNti�i.ty-�„N�,"�i)"� vF Y. `,,t .1 4 t4 .(in�+'�5° :�--5 iF74G :F"7 i i t 0... 1• i. t t f MS f t 1 k• t1M,r ALy -'t•�Ndy F' �fTi.��i�:aW,t`.t:r:il,�iJ cS}iY.CS:?l:i�.3.`,�x., x ......_Y v,.u-.,.... .i.J.v.a7.,..+.a,.ar•.Pwee.rtdCr,Ct•.w^e-v;du.„myle..•..«.e.+,.,d.' ............._. .,.. ,,...-�,..,.. .i.evrw,vurit'Ni!✓Mnea.Irifd+`. .«.,i.,..... .. :, .., �?+ill,.ei.}.,¢-�i om WATER POLLUTION CONTROL FACILITY EXPANSION J ,s CITY OF JEFFERSON, MISSOURI SEC'T'ION 16140 - WIRING DEVICES Tz PART 1 GENERALhfi:: 1.1 RELATED DOCUMENTS iS,4 A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division. I Specification Sections, apply to this 4>.�. Section. 1.2 SUMMARY ;,•;r' !'? A. This Section addresses the general administration and procedural requirements, ; installation requirements, and wirin g p rocedures for receptacle switches, wall plates, and other wiring device accessories. The extent of wiring device work is '> indicated on drawings. •., �tG.7(A iL 1.3 RELATED SECTIONS YYPY ' R'�z'43 ` A. Division 16 Section"Basic Electrical Requirements.” t B. Division 16 Section"Raceways." �; } d �,t C. Division 16 Section "Wires and Cables." ' D. Division 16 Section"Electrical Boxes and Fittings." E. Division 16 Section "Grounding." a, f' ;u,.,;.. i F. Division 16 Section"Electrical Schedules." ' 1.4 REFERENCES A. NEMA WD 1 General Purpose Wiring Devicesx �., B. NEMA WD 2—Semiconductor Dimmers for Incandescent Lamps. ;f C. NEMA WD 5 —Specific-Purpose Wiring Devices { 1.5 SUBMITTALS A. Submit manufacturer's data on wiring devices. t � 4' 't 1wi C5-4199-00 16140-1 WIRING DEVICES R0—3/19/01 h •''' t� .;l�A,',13E Rte'... .'�' ;*'0•'M�..gt,f ,.[t'1.t"Tnv r.ns �5:.7"r.j.. �"S. x•v'T, v�!*1 � i` �F :tv �v3 y.,��t�•,� 'tom �' +�` r l� . ^,:,(;,. •i' j '�""'T'"•"'�'. r1Y , v ��'-i 6 :} �'��'rl4,ti�y+:j � ,, �Y;�•� ,l,t •r,^a+`%�i.,7. {" '� '+`4 ••�.�, A� "Fr C t� '4"�, 11'..,:�; Y'4 v"+.� y, � 'C - Sitt ..1+ 7a ;.)`iJl> i4 �we'lifi.°'�'{t. f.�•�t•, .7r :l: ? 'f P"•' 'T' � c � 1� � 3' ��.� � ti*1; S4"',;N, ^-a'� tu..,•,•,k' ; �. s �' t t:�',rr.•t'" fi:� '� a.:�f' '" X`r� � ,'� .s.; `r r'+ at � ,�� #� l;N,.t�F•}. � ��ii...?, F;� t 's:'�'a'-�^ rlt '.,•�13t,713t a 3.r'.r,3 ri .s:;Y+2 ';� !l. ,?�', 3�'"i t'f t, 'S +w. hw '�. a: IJ,�,,y :�at�rY: i«+-.`Jv •lr{t-?�<a ,i., z .�' ;r,r,ti„ i• 7 y .:k l ±s ., !�•� }� 'y, ?. �{y'�ir •,in15. 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' 1 �, .. r fl `� t `":y�.: .r. {'� '.4K r.f��Y�_�” [ 7 tr:�,rr��l `'.t:r, .. , .. ..,.. 5' i,:r 1 iN: :_ f 1.` :,t. 1 i•�r � t k'y.. t :4t�i�{`4 y'Y,��t �(T�'y(�;} 1: ;,iS�ti �<i .,� •' ,fi ry j S, �,i to t .t, n , .t.. 1 '.:,1 , ;ik.t 4: .^ r:t° j t.. ,.'fr E?t �js� �al�,j'• �-I�,.yg ,43' �'"i�,r;G,. �.'.��L{3 1 j`��,`h s� ��,I°3ui�.�ry x �; r r r ^•J t cf' !' 9 '•�;'v..s�,`�) i:2��7?f� W"{I .•� f,,t{ .,f /. i"� `t°. ��"Xi,,"� �;k,rr'n � :! h�a- st +�} r� . , , t„ r �, , t S }.. 4.r� rr;,•'a�, ��' �, o i ,'`�... t �}+k, u:. : t j'},��s§ S'i't t :} ".t t j # •t '� t 1jr. { "'r r }`,45'1 '( f rvi. .$.*..; ,� tayn . r;� ,� �<H sT{,''.x,.tY.. h;r.«,.°�rJ;. .t) :�; z .,t. � ,i r. t i ��{{ ,7. .�� .•i{,5 s�;•,"`ui�,��. .�%}�C,�.}xr � ;t�`�,� ,J^r N.�-.I'•: ,.�'4 {. i. ),is �' t '?'.q I-r rt,}-: •.t !" �. 'S'.::z:":�lw'S'.iSt'' ��xt �. .`S if fi� 4. ?�k'F'a""�'*V�;•a•'rfi�lrPii. ..�}`� t„f. t .f. r :t :;ik: .t,,., 1.. •,rt43e,.q,,,. n��'x'� ..rk ,} ..r r t .� tt��tyf:��,'`1!k��R,r1 fC¢.�s.,.,::�S tSk,S. „Ih t. f' t i. ., ; r r s7.� + t. a yi ?' •#.l �t `�r�ghr..,,4�4'�54} tj;,�ii'."�,1' 7 5 if.k ti ^'�"•"w.i9�L'sct .tj{:,�...SF_^....4 re..v.v.a,.,...�'..:+:.v,.+:.:e„J.w�...u,�#.,.reK.a:..axu,r:Ii««•.,...>w.»..a.nti:i+.Ntfa^*'tr,vir^;Est+i•F.i.+sx4iiihar+t+«,.mar'r>r r+,u..,,,,,:s,..r.....w,»,.;.,a..'.�.,,�u�r ties'•itFUl1?YAerrtY4'3it�'fi"3��'�. t`'#'r+�z 4 �,��ys7t� 4 f WATER POLLUTION CONTROL FACILITY EXPANSION ''N,+4J},'"a�,+�lt��'�4+�yZ•i4y�!y% i CITY OF JEFFERSON, MISSOURI ,n PART 2 - PRODUC:TS 2.1 MANUFACTURERSUw3�: ti requirements, equ pA. Receptacles, Switches and Wallplates: Subject to compliance with ri '"'` � i manufacturers offering products that may be incorporated into the Work include, but are not limited to the following: ! 1. Arrow-Hart 2. Bryant Electric ' 3. Eagle Electric i 4. General Electric „ 4 5. Hubbell 6. Leviton 7. Pass and N '° Seymour 2.2 GENERAL A. Provide facto fabricated wiring devices of ' ; r5' g types and electrical ratings indicated r�a� '" g ,,'ix � on Division 16 Section"Electrical Schedules" B. Provide ra allplates. $ y color devices e ices and stainless steel w ; `'Si�� z�y y.4,e 1 2.3 DUPLEX RECEPTACLES '�•d.Y:fib viyaytS a.',t`r:.� A. Provide specification grade duplex receptacles, 2-pole, 3-wire gunding, with green hexagonal equipment ground screw, ground terminals and P oles internally 1' r'`�' : connected to mounting yoke. �" � � ,t� #i B. Duplex re amperes, , Dup receptacles shall be rated 20 12 ' t .5”" indicated 5 volts, NEMA S-20R, unless i��.:4 otherwise. 2.4 MISCELLANEOUS RECEPTACLES IN A. All other receptacles shall be of same uali general q ty as duty duplex type. Ratings shall be as indicated. GROUND FAULT INTERRUPTER RECEPTACLES A. Provide termination type ground fault circuit interrupter duplex receptacles, {� grounding type rated 20 amperes, 120 volts, 60 Hz, with solid-state ground-fault '' sensing, S milliamperes trip level,NEMA 5-20R. i4 C5-4199-00 16140-2 WIRING DEVICES RO--3/19/01 t #ri;,`�F .�.''�`%3y�',`�C w.»...^,t�„�`,}'it�'�l•.my,s�«„'�t; il• t. r\ }<� y.77C7l�jltl: }",tr u('gi4�6 . ). U )4+1 +vy�.ti.lftt.lMJ} _.f.,; � [+ �lS+3r,� "i �y�tk"��x : "3 .i 6 !`� "6,t'•�..:.,v i E i a v J a r y.t'`�y•{ 'I f r+�� t `- :+K itir, i.t r�i 1 t Sp 3r.,�t t rr `i: ' K '+`='y Y r i SS,, `` f ,� .�a � i,r, F iL'J; ii.� •� {{ ' �te1t T,�k�}r .y is ?# r .,.>• i?:�f, J f> '3'y'- L-,j "z' e{ pith, 'Sy a't X 'Pr t � S � ..l'd�St}''��.�#t-!'�T� !"P.�4�' .�f4it��i��1 crY� ,s{.i�rtl efR �^fr;,,J,,t !s'.r'Ca�'i �1` Y! a->iL, §. �t1. �r 4) S<, f+Y:t J#f+v� �p}fie .,f•]• ° ]i„ "`ry /r�It .r l �t t n t It t r�'Y t+,t• WIN,Rh . •t4s I�,L Li, ,'Y � ..;.�' -k{r. t.-t. ,y. •i:, r :� !tF �C�?txrv, rt t. -r=4' y:4 y'', .:ti. 'r7lze' ;}' �c .r ,r y 7, = r >.G,.,. 'r � !f $r,tt• s,y�'(t 1i:�{J ;v{j Y:'�'1...��, ��.°��:.',, "SY .� ,x t �,}.��$�4±`,i'tik��'�j i.�•i;�.T;�tT .1 < Jy ?.s�: f tt � rr } � v t{c,kr 5 tC'4'i..JttrS�'v .�'# 'S ��„3r?*f s ''�' rl t"t:' .t G.. '�gt;.a,,'�:1p••+� ..j J t �, , .i *,. y. �,.+lr r.. t r r r :T. .. I :µ.i.. L•...1.. :l, 'r•t,qYt @" tp N+v t `r�1,-,1 �:5kka�Q't1g�'y,l�y`�..�i'��. .yr,r��,t��a�:'ii�;•`t„tt'�'r.`��'' x} t ",xrr.'�ri J rr r(la�{ „3S .s r r .:�U r.l"l.y ri 5 .o j 'K�(�t4}I'i '1,�.' x6 � •, .r _w, t• ! 77 a a :fib;,,ry .,, ,+ j r c , •,, t P c{.i r.y �:�} ��p x.. Jx �`, r: �.'•��OT�(�F.F ..^t•4 1`�� ' t,;r r J: £ 1 .}, t r t a �..t.`' t � cr,+.t ,tt '{ir txA tr�tk�t" *� ��, t� 'a + r,}'�' (,•.•s S "L` T wY �'+yf ..,�!5 .r r. .t t. '' �•;,•.:.'.,';'t. r"t P 1' r (,�s t�'r;,'�.{ I 4 1 1.t: . •: ,v• , ' .. {f r rh°j' ,{}lf� ! y i r.>i. {. &t i f � ,l. it P � .,, •' r '': . .: �s .. �,. ;,. y 3 q...n , tl.k`'�c F � d+.:.E�i,t.':,.7'.y�.'�'..t rc tlrt.+}.i,.6 e.+._Y s.l ..,.,....,.,r.1si.:,.-,..,-.,..ay..,...a..*rfuwnrur)tti+dwiMwn'.awtr.a....,,.,.r.:........... .....Y.,f.._.......T.. .. .«.«:e.+vrnN�. �F•4a�.�'r*icee Kni!+Yrima+,l:.rw.::.o�>....:at.t.:r :.dAHi}t+ti::ii�Nar,w}�,!rkwiYYi'#..4�rliit��tl..a��C&'. WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON MISSOURI � ; 4� gt^�t`S"St,fa 4'1}t+�S •'r 2.6 SwrrCHES .., .yt y A. Provide specification grade switches, 20 ampere, 600 volts AC, with mountingstF� yoke insulated from mechanism. Switch shall be sin , two-pole, three- Y le ole g F F b : + way, or four-way as described on Division 16 Section"Electrical Schedules". wlr, t, z. PART 3 - EXECUTION 3.1 INSTALLATION � i A. Install wiring devices in clean electrical boxes after wiring work is complete. fA'. Install wallplates after painting work is complete. ! B. All GFCI receptacles shall be wired as termination type. Do not use feed-through GFCI wiring. 3.2 RATINGS tY ` •��?4z r.•�I I::; yl ,�,' ' A. Install receptacles with current rating equal to or greater than current rating of circuit overcurrent protective device on single-receptacle circuits. 't k�;„�:'.'• 3.3 GROUNDING A. Provide equipment grounding connections for'wiring devices. Install jumper from grounding terminal on each receptacle to grounding terminal on device box. -,; a"�a„{•�� „ r ' 3.4 TESTING ;�•. �' A. Test each wiring device for proper operation and proper polarity. Make corrections as necessary. itr� !r xir r END OF SECTION 16140 ` ''?' ^th1?%, Yr� �k.;Pt.'•�r�; l M C54199-00 16140-3 WIRING DEVICES R RO--3/19/01 "ry1 � **�'�'ff3�`�i ' .A ', �u'"1'~,.T :Tr'�t" :_t, "'�,$� 'p•;,;.,;p'�.�Y>~i!{,rrr••t^rrxMrt F t. `` r rr ajL"y't,-• 'Y� t•'�r�f .h�'!'4wa', , xp, .y,.,' .r�14:"{kirr-:;;.' rl:n�=.V tt'•v. f"'13 },.•,n 1 .,• d t<,. Sr.,: 1", '11 'i�i,t�•;, .r� r q u z er 1�{dt4 . R 4 t �� '1j i� trPt'.tt.btY'�F'�k.S:$`:'''?•�«�rti'w�1;(�\fy '4��,s�i~.1,t.i ?'.�"Y�i��yA=➢�!k��t k}�r�''• '},.. :?.r • ' : «:�-j'k.d,�I* f : y. `,, "<S `e•K.'k , t. s t =„ .t '.. Y; I- +iat cs t. 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'r£ r:,r tc a„!rt•r�w ',z• ,.+,+�;'�{s:�;?,N i }a r.� :+ t 3ia r F ,:j�,.1;y. v,?t�'!: rt�"�,}LS, "�k.,t,`ti. .y;"f.,';tv;�•it¢tf��3�,'h3+r�,t'r�,, i tj +rf-L f ` r 1.:�'` + �5�,.t.�r,; .Sr.1iy�Y#)�4 +s�•a."S' �rrvr'�, jj,�j��r.t:� f 7 t � �.x, t.rr„.tY;+, ,. ,r!s,.., +:r 4t' .r,.i9+l�tp1�.5?'�.§M4C!V:f�13%`.tkT.}"s-•xt 4,rw,++.arL,n:}+:w a„rL:is)e:vM4rixMt�i+iN+at4Yr2"eit:as>=1]f,L.i•.^. S^'! �f!f?t"ntikbG;4r}",Wtrt,.....:uu..';v:...:.z:.......�i..�.;.,..x..i:.i..,,..a..a..t«,.vy+fr.L.sx.nf•s.t�w.r,±Y'..�(k'T^ ?, tr..:ir .rr.. .s WA'T'ER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI �� 'TSt434'f.YUti CI A� SECTION 16157-VARIABLE FREQUENCY DRIVE CONTROLLERS c t4cri�yr:3 ., PART 1 - GENERAL >yy! 1.1 RELATED DOCUMENTS ` \ � tti�kr. A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Sections apply to this Section. t 1.2 SUMMARY A. This Section addresses Process related Variable Frequency Drives. B. This Section addresses general administration and procedural requirements for Variablei�, . Frequency Drive Configuration and work including installation procedures for interior •ti;,.,.;., and exterior mounted equipment. Equipment manufacturer shall provide variable Owl frequency drives. �:`v': 1.3 RELATED SECTIONS 1Qq A. The following specification sections describe related work: 1. Division 11 Section Sequence Batch Reactor Equipment ;sr � 2. Division 16 Section"Basic Electrical Requirements." 3. Division 16 Section"Raceways." 4. Division 16 Section "Wires and Cables." " `#zf 5. Division 1.6 Section"Wiring Devices." 6. Division 16 Section"Grounding." K ` 7. Division 16 Section"Electrical Testing and Installation Check-Out" ^' 8. Division 16 Section"Electrical Identification" 'ru'+' f 1.4 REFERENCES t 19 A. UL Listed 56L6-Variable Frequency Drives. ✓tip-:., B. CE EN50081-1 -General Emissions Standard. t C. 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'+ l.• i' �. ct i, �5i+f .4:r{f'' ,ti$ i:r :r.. .:n+J}, 'f� �,i ' �t,, , '',,5,.,�s� 1. 7ei�• i'J.•d}��":$•3+ti�}'�y r'.�.v,;'��`3 e , a+',v#,1u,��y:�<i,,,,}.,",3.�•P'�t et,ytr ti,,,., + �f � �v ., t. .a F tr�t i't!r s' ;J,Y�iE tip: ."F yt �''°.y ; �', k"`t,�''#�.,,.Kg;a.t a��i;G 5 ,l> C , i. , +.(::r;� )i'�1sr� ,t; �'�v' �+a'•��, �`�• �i �� .(�i r,i*1,13(I :tta� Y y, e, r r � '``k,''rtx is�•::4.::t'';�f.ti. 1,� +r;. ; ,"K .x`y,. :.,a r .J:•.s x"r+ r' r { tt'''fi'�`�`;u»;.r,tg>.�,�i 4{t`.a' -zh' :�a�.•' . ' yiii" +,1^,'+:'"rt.nil"i$;:- '•z,`t•4':.' .Si i( :, f '` .x' i >4'.. }}a�,.;)iC4t«fS '�..ty� .yf � ;t ?1.�7 ... r S+y .. C 'r:. yS§ 1: .,,F•. „tzt C(+i..�r ��V;•ri 1 }} s„ ' a�'.�li�rcviLt{ili,k«:.5�'S...n:";uaw..L'ii.�ltinMrrt.+Jr+ren.Hi'wvrr,4a r..sa..... ».._� . .. .....,.. ,.r,-..✓.a, ., .,«.,i. v.a..�ryrare,,t-. _k<,,,..:. .,K.s,i.A„vekyt�'W9!ix!°,lti ?�4;3.�.tk;�',!!'+ >r•F.ti��:•.,r, { ��r fy ��a�,+�r, WATER POLLUTION CONTROL FACILITY EXPANSION ,. i) CITY OF JEFFERSON MISSOURI AM77Ar�-- G t 1.5 DESCRIPTION OF WORK A. Extent of variable frequency drive controller work is indicated on drawings and specified in this and other specification sections. �,��;E°��;}:r.�•:-.•.,, 1. For additional requirements relative to variable frequency drive controllers; see rt ` Related Sections listed above. �x;,,�..,•4 3 1.6 QUALITY ASSURANCE A. The manufacturer of the variable frequency drive shall be a certified ISO 9001 facility. B. The drive and all associated optional equipment shall meet IEEE 519 requirements for harmonic distortion levels. C. The drive shall be UL listed, CSA certified (C-UL), IEC classified and NEMA rated. ;,r.?J, t ,;,; D. Individual or simultaneous operation of Variable Frequency Drives shall not add more .44 r than 5 percent total harmonic voltage distortion as defined by IEEE 519 for general t system applications. The plant Main Incoming Panel connection shall be the primary point of common coupling. Harmonic attenuation shall be provided by the addition ofvJ, " 3 driveline reactance. Harmonic calculations shall be provided. The harmonic calculations �., P shall be done based on the kVA capacity, X/R and impedance of the transformer aj supplying the VFD s as shown on the drawings, and shall be calculated at the point of " ti Jr. common coupling. " E. Wiring from variable frequency drive controllers to motors greater than 5 horsepower ;fir shall be installed in Rigid Galvanized Steel conduit. 1 F. Each variable frequency drive shall limit the amount of radio frequency emissions radiated from and/or conducted to the power line, to meet the requirements of EN50081-1 Class B Standard, for conducted and radiated emissions for residential commercial and light industrial environments. 1 -n . �.,16pj 7t.�rlg1 1.7 SUBMITTALS 7l111y Fk, f A. Submit manufacturers data on variable frequency drive controllers s q y power and control wiring diagrams, dimensioned enclosure drawings, voltage and current ratings, and horsepower ratings. B. Submit maintenance and operation manuals with recommended replacement parts lists, �4 d, C5 • 4199-00 16157-2 VARIABLE FREQUENCY DRIVE RO—3/19/01 CONTROLLERS •1't ,,n •P +;D�y,,' �"`l"'4'f,i."';if.y+�p4iea•.!kf@S:"?.",}'.fi4 t�71i,;�;:�7ti'��•��,nna)r�'"rr:+'S�''Ci6'„:�i!r•v'-d f-'ttt-�t vc:�'yr d,;.S r,+Zar i tfli,a.X;'a">�Tti.`.,,�t.,+3",(.r.D.,,,;wa}ny,c w.w,.,.t+r m 7e"w)z l t+r�u.cxl 3cw.'p,�1� ' '�i..",i l. 4"fm?�rr:,�M, ^'n r?-- r t�,:6 zzt;`r;4..;1;.3tt r Nt!st3 Y�l y 7 ml-1 ,t. te;•:'kt y �S .�,,,7 i:2r .� w„., d.: c�'. t:.t )t ! t( t':cy. art ,( .F'S`'.r �fi`,?>.;F,1,`}S , �,��}},at•)7,� ,sr+r++•i$, r .t ��y5.�+��4p 1. C '�a•-:r i t v.i�. x f t �. :}f i i, t 4 'z 'i:' .':.!<"3: �} r l,C' C e }"'� t'.�,1�. '. f �' ,?”. it..a:. Z � .rt {}' F 2([s;•tl�;c�;,.15;1k 4' +t + tt� r.t. 'rrt,Fr j. f t t}, 4 ,� },�).�`i'ttj.`. '"`[ �, r rf%�e;.h[i�'r+� ,Y)i �%, t 1 A fY' �� i .S j , , "t� t•E x�T�y..r,r'''.l'�r f•"r. 9 S �r. S; ''" r:'t!.?;4 ,1:4�r$d 1•:+ 1 atr '. ! iS,' tt 1, C, t^.irr fv"r 4,�i5t } y. x 4• [r, � t r. ;. Xa 1, t: Ir t ,,,. r �s �Y ��r� Y,1• )F%uy.+�t�4. .:��, .>. .k C, f (,'�.� ,�a 4 �:h 't yn' � vy'�6r"r.i .t,i �'� I,;r r � � ,y ,,.'�,- t a.l,r,1 r ,�,o r;.,,.;. .'a5• r}F�, f f s St ,�� ,z. i�' a�ff3'1�` ;ta:"��,'1`,°ii�' �t. - a'{ i�.'h�l. r..h,�3,.�..,3:•� f,5� „t., r e�'.Y rl !r s ..y r f .a' i f`'"w';.,;,,; � ,' � y {.S",;yi,+S• 3 S'f, •.1�'Si� ! Sn '} t t .t f, rC. i 4r. 1 t t,. r r 1 r k S��?F,�` �4v,'I3`=� h y 2 yr. r.k`'p� �t f.�.�:f>� '4 i.' s.d '-�ts.rte.':: •.�11r.1,,i. 5 . r �i�` �t t ,f 5"r1rSo f f q.�v/ r� t Lt 's['1` !z°!.' ,' '}1 �� 1,i ft � ..Y1 } , ! c 1 1,r5 A . r `4 � f i f/ �`�� t t �•t�r`r Y ds ? brr {. ., .S 1. .. � y � nYyf•'l i 'Y � y.x 'I'.:1#+! t€ r'r'�'�.L.is..# 4. .!•. + F fEi��y��}'r.f�i' K;�3$:`•.w^tn �� ..+r i�f fi'w 8)9,.•Sti�.� Sa 3 .a5 •..Fi 1 :.,f. .i.. ..'. 1S Y z:',R r '?ii(Si�'1�,},,t�"� F y�`. 'f„ ,zi� ty ft,LL mil`..tbi?.,;r'��t S"i,F.£�A;}t � 1+. r v.4" f&. '+ r .�. i.1.i .!y s I� �Sy�'r$ 1'v lGt��`>tt2.'x0•r ft .'} ${�? -..�v'1. a0.^„ K;°',!Ijk`' �'. � Y.. .,�A .s i.i t .:r" � e- �ti .h .s,`•r Y- jK tf.�sM`�a� pJ�u•,� �:�, ?is;'!a ,£.I; !"t'�" Nr �`�'); yr`J.rc ?� - 'x , .$:21:,a.�7'art r)�'n+�iv �.s �iiCTr�•. rjr•4i�rke'�,�S;ty��,11 4 � t?;t � r�.A p , t A -t a t P � v r��''' r i'r � t 1.71 ... t ,r' r:.� 1 r ` .`s. � :i,[�.5��+rf?��ri>'`fr' •� s� l�t2n i�,' 5 t�itietx;w,dRxi�:+;'1 c.iak 7iw.K..../.-•N. ,.«°.. ....•.,,,i,:,...,.a.n-+R/Y lrsd+;�tl.•4=W.2;+�1F'MF..',r. �,.7'.+.5 Kxt.l'nt,r. .,.." , •M...w.nc.,.>..... ttklt!f IJ Nl ..hf7.?M�12Y1�liNhlrt�r�..4V..w.f.sr.,.l'.A, , ae�Sl1H,�>'9eYf..tJf}Y�iM".lirV, YwMaalU.iL.�}RY ��1`tj Y '� .G,i 4Sa s fi"ni: 'i<S WATER POLLUTION CONTROL FACILITY EXPANSION 1" CITY OF JEFFERSON, MISSOURI f.♦A }': `h•.,�.ura+ It+�, I 1.8 DELIVERY, STORAGE AND HANDLING4 A. Comply with manufacturer's rigging and moving instructions for unloading equipment ,i 5 i'. and transporting to interim storage and final location for installation. �rrt B. Accept equipment on site in original packaging. Inspect for damage. Store in clean, dry place. Protect frorn weather, dirt, fumes, water, construction debris, and physical damage. Where necessary to store outdoors, store above grade and enclose with ` , watertight wrapping. k C. Handle carefully to prevent damage, breaking, and scoring. Do not install damaged sections or components; replace with new. PART PRODUCTSt1*,'��' '` 'r 2.1 MANUFACTURERS A. All Variable Frequency Drives supplied on this contract shall be the same make and '< :w model b the same manufacturer. Subject to compliance with requirements, provide �r' variable frequency drive controllers manufactured by Allen Bradley 1336F Plus II, �na� � microprocessor-based,PWM type, 480 volt, 3 phase,AC drive,or approved equal. ; �#,�� J 2.2 GENERAL A. The variable frequency drive controller shall convert the input AC power to adjustable, ` q Y P p 1 iM, frequency and voltage. Control technique shall be by pulse width modulation. 1 1� .; <` 3, B. The input power section shall use a full wave bridge rectifier and shall be insensitive to y, AC line phase rotation.. C. The output power section shall use insulated gate bipolar transistors or intelligent power V.;l{^` X53 " }}}••>�� diodes as required by the characteristics of the motor, `A D. The variable frequency drive shall be suitable for the operation of the sizes and types of i• t� +, motors, loads, and functions called for elsewhere in the plans and specifications referenced above. r E. The variable frequency drive controller shall be furnished equipped as DeviceNet ready. s, ; 'a F. The motor control center shall include Allen-Bradley Bulletin 2163P Combination a , 1336F Plus II Variable Frequency AC Drive with circuit breaker or approved equal. ' Drives shall be Pulse Width Modulation (PWM) adjustable frequency and voltage ,•t{;'},, to type, ` -��l�t• output e, ,..�,. C5-4199-00 16157-3 VARIABLE FREQUENCY DRIVE ° RO—3/19/01 CONTROLLERS rgl r k�{if�t ^F4 s}•�<"�X?.i'•,r.t.�•",,d`.�"�� t: �#,jw?;4=.+/ ,:, +f YA ,,•`>;. ;>U��° '• s 4 r. .�: ,, .� iT,,ie1;�n r;T:�,'„„S,1 T i:.�. 'S'W f ,ri i.NVA/ 4.•Q.1�,,.:�,,i h'•`„'r`,•tm''"s.'.;;,:ti,n^`,�^ f„c,tii..''i,\y'�,1p'v,r�a'S.^..'�f•A�`t.',iT4.!!. i r � t',•!•Y.,.•t'. , y,f.'j JJ t8�' ,r-' >,.)+h`�`Y” ,r.t t: ..J t. f. , � n.•:tr.: •�+':„+�. .r 'r�b„1�7 r.�2'{ !. ( .1.,.��t:A ,..f`k 4��",r t .t �'¢�`„r.,�,�yt Y.>„'£,('� z +�� lr. 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". r i tt{. ..yw7`�"T 1.: i 9+:�F)}.GYP 5 ` ��;rc. �„ k��y��`,C'L��f3.'' 1Y��'l'4 � v �.. ,t';t� � t f:: ,'�T� E.,,.rz�t rr t tir 7y. .�r,,��a�_��•.^�v,��•��ty�)F to ,.yly'", '��r�,L�t,t •`t('�1.�n.1,F�ryJh Ir.x , .t, ! t:. � . .S ft -.,o- ,{ .i;o lw:''t _4. �', .x �3�J�� l�'�it�.�'t Ft,tA,t f4f l+ti�: .��;x t .r}, r ls. . r• ..:; . ..:- '.'t ��/`��J �y.,y�� p`t`�.,.y({�y( 4. , +{ ,,��1 } k )�� 1 �<4ut.H.x+t,YMw:.,.1....,-t w..Wr>,.k•t}PMT11hXfM„+h1'N*t"l lSp.b4Y>1GVYi1.N,*�Lt'ti'M.l.l9.YHYa.ti.Mn.Fig..Ja{.yfill�'."AEtl�.7q:..]U1Ct}�i I+F4/T§''""iM1i�'�IS Y. �,1 ' �� x ' 4i e'� fNk1�tIV4�2�t�..+E�ti,E..iuvZtYk,1w)wr.)woJM1,4X.cwiN•MN.Y. a.s •n �AT ♦ 4f 44 WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI .; f��Y��h°a 'NN G. The motor circuit shall be connected to the power bus bar with a circuit breaker sized for the horsepower of the decanter drive motor. Drive shall be arranged for variable torque application• '{VT�t '°IY f(6 is:tt—Yti 1t H. The variable frequency drive shall have the following features as required by equipment specified in Division I I Section Sequence Batch Reactor Equipment": Rated operating voltage: 480 V, 3 phase, 60 Hz .i+ Frame and rated operating current: frame D, 180 ampereshT k Protected to: Line transients up to 6000Volts peak per current IEEE C62.41 Power Ride-Thru 15 milliseconds at full load ' Logic Control Ride-Thru 0.5 seconds minimum, 2 seconds typical ea Load Reactor T k £ Drive & optional equipment shall meet the requirements of IEEE ' 519 for harmonic distortion levels. Drive shall also meet EN 50081-1 for EMI Emissions measured at the Service Entrance as point of common connection. `! By-pass Contactor with motor branch fusing Interrupting Ca High Circuit Breaker g P g acity P ER Control Circuit Transformer with extra 300 VA capacity Thermal Overload Relay RTD Protection Module, for monitoring up to (8) motor mounted RTD's (100ohm platinum) t Green"RUN"push-to-test type pilot light in the door '+ Amber"OVERLOAD"push-to-test type pilot light in the door } White"CONTROL POWER ON" push-to-test pilot light in door Amber"FAULT"push-to-test type pilot light in the door 111M ?' Human Interface Module, door mounted in Bezel Programmer/Control with Digital Pot. Auto/Manual S.S. (Speed Reference) in the door Hand/Off/Auto S. S. in the door :ley si ;h^1 In the auto mode, the drive will be controlled through a DeviceNet �r , network. Contractor shall furnish and install VFI) with proper surge suppression on. all 4-20MA input and output signal lines. Refer to Division 16 Section i {� "Transient Voltage Suppression". r ' �x •�1i C54199-00 16157-4 VARIABLE FREQUENCY DRIVE, RO 3/19/01 CONTROLLERS °{ .7.'S::r t-. ��•".f�,"``-',i:ti;'....Ttr.,;„vrrkt�'YT,•!£y,�:, �•.t, ;t r'{i'�.iFt�N: ,' -�XX �'1', r•'�+ F�-�?yLfif!i"(,jg^-�'`?�±:""„'^a�1T,�P.m�}J7kdd8pf� t y.i'tr',i .obi ltrt <��,1�t� ),;�.,•i`�fis�`d, f,,Wn+ i �1�,. i `l`• ;i t!. h,t�fr1�;�,Sl jFtt t kf�,.N k�t } l"r NR. r ,Fc t..r yk 1' J F r C'.. t} .. r' .F}4 d Sr F' t 1 '(Lt, :Ly,T l�, rT jt3- ! `A iT ,r 'l"li7'• C �n}" ;�'$t:c e7' yt.e+..1��A`} ty. R N�iC.'.ft� r r�ts ut 1.ny ., .:?�. `'� ,r t 1 t E .sty J 1�rEt;.r, ..%qi.,. r_ a�i�•i�+tfjr�t'� � t i'`�, ,m �.ra��;':r� �.s:;�'n,:�r k,�xtt3.4� �t">�.,� �!>< ;�zs .,,�. �, ..:.X� ,rY < +� i 4�t �f��'�$• 7��1�t jt'y T`;F'•`�`Si�"{f if lj N7 !y#i. •�.••d�}1s.�trt��SGat ryl=1 f1�*.s t tki'Y''�"r"fie 1t ,,,;.Y,.P1,7 ' r}t . t' r,�i i,.j,. t _{y ; � ,.t}�.,.,, ? �t� �h . 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'•�S�h' ¢¢,1E'{',Ay t n!F! �',' ° , - TM1E.. <r p , s:""'T, t, , r .•1 i y ) S t �(� A / �.� {'�t' ,. , �r'.i}]0 t.k�P {t Y'. }' 4F�•i#� ,t 1r�t�•,1.vi+''j� i\3'�2'Il .�(, `>I' r ,.. 't '�i, ti �'},/�I:f•.. 4 ,5,)}:,'�.e}Y#!, � a `f- °�.}{�,��i!t�.��t:y�{p)��f�.x .� .,.T'tiY.� r ��''.}f'f,�1•'1�''f-t Sj;2�` :j} f 4 ,y, .',.". r �k,,.I. }orfc�•i��,t.'vrjC.gi{ 'r'i}'fi}dA 'i F1':Rt;rl ti1.,,a{,„` y{ `t n i ,J i{ ',,'. .. ,:. ,1 A• ,:'V< '{�st t�. i ..;§-,fr+7i Fjc,"t,i ,37�+t ..• , �', ,<.�u.�:..e. ..tt.-.'.i;:i`_ ..,..t,...,.:,•r-;..rwrv,4 wx+cr•x'x„!Xd'vl.w•r.a.�., ,r .. ,,.�eeti.ve^rfit+ict..n .. .« v � .'!,! E.� °� fr.r{' t A �;1 tt' '4 ' t S%!�4 '.j ....xr+:ww.Y.:.w.w�.x,llril ib:!KiiM1AiF.fwt,V�/.rli+cdi't!:":n.H,,,,;'•.6t,�,t1�' t'� �t.�h''i, WATER POLLUTION CONTROL FA CIIITY EXPANSION ` �,r1� CITY OF JEFFERSON, MISSOURI ” 2.3 CONSTRUCTION A. Where variable frequency drives are mounted in their own enclosures those enclosures shall be NEMA 12 when drive is mounted in electrical equipment rooms and NEMA 4X when mounted in process or outdoors. :.t:'';* B. 'Variable speed drives controlling 300 horsepower Aeration. Blowers not furtushed as ;. part of the Motor Control Center shall be free standing and the same height, equipped to mount on the same concrete house-keeping pad next to the Motor Control Center in the space as shown on the Drawings. The main breaker for these drives shall be furnished. as part of the Motor Control Center with 500 ampere trip settings as shown on the §? - ;;` Drawings. RATINGS t A. The variable frequency drive shall operate in an environment of 04010 temperature, �. q Y p and relative humidity of 5 to 95 percent, non-condensing. P ;' x`'� � '' The 460 nominal shall be B. input voltage volts; however, the drive will operate normally corm w with input voltages from 380 to 480 volts. ' t" C. The drive efficiency shall less 12 ciency be not than 97.5/o at rated amps and nominal line Lf f 6k;r.v.( ', • voltage. The drive shall be listed for use at an available fault current of 200,000 amps RMS symmetrical, at 600 volts. D. Drive shall be furnished with Class 10-overload protection with speed sensitive S '?� ,.,,• res p onse, w hich c omplies wi th NE C Art icle 430. UL file E59272 volume 4/6, j 2.5 PROTECTION A. Upon power-up the drive shall automatically valid operation of ,t� ;y ?� ll y test f i P memory, option module, loss of analog reference input, loss of communication, DC to DC power supply, control power, and the precharge circuit. B. The variable frequency drive shall be fully P rotected against transient voltages with integral transient voltage surge suppressors. YP � 'v�'• PART 3 - EXECUTION Fa• 3.1 GENERAL A. The variable frequency drive manufacturer shall field test, adjust, and certify all drives for satisfactory operation. fit . 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I •y .. .. - - , ti:... .st ”'*Y �:t,h t, f�.! +tfh . � s•t+ �. �.t r t,>i'`,,r�t,i,n.y�� :y��j�;� :.,,,},a.�.�y .a �i''r �Y�1 +`^�h rf ��`tR ra�,l5• •<. !. it t tai`t}'. _r ,1}..,�i•,'�•,`.'ry tY`� �"� SC:.s�• '',. + Fit;, 1 1 NOW u5rf'4R�,t"P 4.•,;ttl�.',,� '' tM 15r 3`i .1. yF f�`H �f 1'f A:s tsaA U"u�i,�fx Y4�x n'atxC t'�l tu� F d w3� Iu "* ti S£=' 1• zS tit✓i,y&7 4 1 �+�rt}c:'C;�t 5�i 55iE7txy �tx4R ?�yt�n1�SS , j•zttf f .; tU ;f' { hNtt( �t•r�• .,fit j h.�rnd fa�rd,'+�;y'iI�'vF 1�i r^,}r'xti,• � s ` "� � r; t 1 �,'' jtYV .t 'i n tt t 7A�S�t{. 45 r=^5 1tt t t }; .; f 'r{l .i'�.,a `r '7"�4° ty2'i+.'� ,t,r.•, s� Si'ti +4x .� yr t ft t t �"i i v$t4, +a x V� •i� 1 } L'J�}+�5� e�. ��`�a3..,tws.r;�1'y�e�jri•ri�t 4',ru.; x ,.tttt�r�. :rr rF �> t 4. 4} �+.�¢��+�``i}�ez�trs'�r::;!7E�,� d:fc�,, �" 4 r, s ,�yf, , 7 �Y �• r r r t � :c � �� ti`y � fu �} Y i � 4 t , 6/tu��j( r;'ka.R��r� xh.t;TVt bt cq yt ,{r' t,t ?;,, r. ,t:.1 7 t J .k � �.. .� �. 3{y.;u,s}' �� •r �, r j b � + �t x�-F tidyi '.1�:tn:ID{.�..�,d�.�.`..,.e riiueeSYiAV:i:N+i4bYnrr:4wari«1.4i7iti.k�SiNMY'�d��15119Y,5£�%j'iuwn..aJL:,i:tYdvtldlF+Xee� � � 3V�i5�'�NJ {,i x 1''. f WATER POLLUTION CONTROL FACILITY EXPANSION { s CITY OF JEFFERSON,MISSOURI „t `i 3.2 INSTALLATION 1 A. Install variable frequency drive controllers at locations indicated on drawings. Power supplied from the Motor. Control Center to each'Variable Frequency Drive shal be by 2- fr 350 kcmil copper conductors per phase with a #1 grounding wire, furnished and r installed by the Contractor in compliance with the NEC. ,r r 3.3 COORDINATION W •h i A. Coordinate with all equipment control diagrams and approved vendor drawings to insure that all control and pilot devices are present and operational. 3.4 TESTING A. All variable frequency drives shall be tested and initially energized by a manufacturer's representative for proper operation within the requirements as defined by control s"t drawings and approved vendor drawings of associated equipment. i . END OF SECTION 1615' Wk �dl a C5-4199-00 16157-6 VARIABLE FRE UENCY DRIVE R0—3/19/01 CONTROLLERS '. 5t sY�� f� �r ';r ^ti '� rrr ,,c � •�� .� t��{ �Y� �r� }"`?j�j'j��p} ��Uifi� y'•y�, �,p r "iii• .f. } � n� ,,t,Y,{Fr n'� -� f9,. 1S% ,�{ >/ '{ "�`' t."-'}�s;( 4;#,�;V,�r��'i'}•r d.�+ tfs„ .,v� ...,r�C�}' 1}.-7•r�j;t.5 t,.�7.,�„Sji t �.'� ”.,,}.p,;��t.�.d;'�+. 4`b;?;�. + • � �,�• z�rX kh•�.d��SEay.4 1�.t }�`�.. sft.. q2£ ^'f.(r'St.P E�y��} � �3. r,_t� r�s St 44::'�i t� Y.�'}r.r' iz t � I}r 3'''�;,9' �r� f� �� rx S r sc.!. � "IT. f"ft C t x'.)';�s 4'r'{ ti p.:t t ..}if rk rr ,`k ,,r,c,b.•�Frr, �,.,1, z yv c}r 5C: �i 5 %," kx't2"P` q;it;" iki .p 7`Lr,}iS"6S +PA'u•x,�} i.y�'Li �s.,x t:. a} s ', + S '. Y i; '''"+[2.� �'. %,'., ,.. ,��7T' y�'*�•. i t�e�a.lr.�,�1�',S;"u'.e?i}'+Yr�r:z zr p1 i. , , .+r'y1,1.. 'f}x f' .>1. .>� �6r' �±1;t�{t NP'+r� �. � fir. t fF `; 'a ��'• }'S 1'.e. ¢ {ve{rp•y�l F(f, .L s'�'Yeu t t 7 , .r' ! .t 7t. , :.pA.e .ti`s rr 'r rte;"r�`k 5''�t't:'t�y, f `r:f{; 4Y F x ;:��h ,ti`� �A f ak r "j i F. i t t'� ,t...J t , ,�t .�:s)xt{n �'�'. ,:�"..y., i� 4r A ^ •"'fir }z;,k •fir.: :�j('j 7.A,r.?• rK:� :��':: R't +e ,, Y r 2 t' r 4. .e ado r+.. t,s . �• � •. y, J' � "'rtt. i }d tt;' J a r• F t4 ..{(' ,tr it �a' ; .t` T'�_ �� .##`.`7 s�l�:a",L � '�;;_�.�FSJ` ,Y...t.-}kS�ftls�k.!.:�5 Y' �t .li ' i�5' '' N .9�.. It rF n.;t. R:tr: �rfi 3:Y,la. ',a�,i'"+'YFL'{,i,}•�,�„ "a 'x' 4 i,r.,t�.,e•�J. ,. ��ralii xr [C t'.,..x /.t,.: .+. , r �, 5 , r kY �? � tj t :,rw.t t +. �y r.� . a. t'a' ..� {a,•!=7 i"�s,+y>< +tt',+Y tf.'..e:,r�+Ir t ,. ...j. ?xr',,,. 7 ..} , t:' ! r 1 ' t5 `�atlJd4'Y,i.�ii:`-�,�,�, r.�`{t a a,l� '�.a,=.} . .,mi \ s' ,�a...,�t,.y,{(; ..��„�.e��n�.+;jh�.;...t.i�,,.,j•p t. t. ;.�;'1.::': t .'t r ::t..": .;..i`. >�... r,l a •:.�(f. rA..,>,.•t1,.U: t�¢h:�r. 1;1�{. '•:i 1/�� V �t��:N��,' � �r� L � 7 Ir 11•t.w, .: t.. '.' i H ...,..., t �J�� ; A. s +,f' ,s}r T 555•++ t >,� t s r s .' .cuwlw�+x..w+i»io-i'bci%" 't'�.tr��.$.ca...,.��.JU.. 1. .L+r-£s...warr.,��i:rrl.�uW.raS�?kn,n1 i ,+z A ;,ft a,r��iw.�kt-.}.:,"F.,r,4ttt.+C55�. }'i.. +.:..,�t, a. , .,..£_.....0 uJv•:.....:.r...i;u:wyn�GwtVM46H!W.`vNr�tx}:;4vr«...,.+.,,,. _,.«__....._. ,.: ..,...[. t; ,reStV,.. �{"F.0 Mr}kr�iSjY:NYi.. WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI SECTION 16160--PANELBOARDS '`j r PART 1 GENERAL f 1.1 RELATED DOCUMENTS`' .rsy}r (4 4, 0, f A. Drawings and general provisions of the Contract,including General and Supplementary d, Conditions and Division 1 Specification Sections, apply to this Section. '"I .Ij 1.2 SUMMARY A. This Section provides the technical requirements for the design, manufacture, and w w installation of the following: 1. Distribution panelboards. 2. Lighting and appliance branch circuit panelboards. WM 1.3 RELATED SECTIONS j ,f A. The following specification sections describe related work: L , 1 ''.4 1. Division 13 Section"Lightning Protection System." i '< 2. Division 16 Section"Basic Electrical Requirements." 2r.,sh ij; t 3. Division 16 Section"Electrical Testing and Installation Check-Out. 4. Division 16 Section "Raceways." ss `r ` 5. Division 16 Section"Wires and Cables." `t•r 6, Division 16 Section"Electrical Boxes and Fittings." 7. Division 16 Section "Wiring Devices." 8. Division 16 Section"Grounding." ' 9. Division 16 Section "Dry Type Transformers." 10. Division 16 Section"Motor Control Centers. A5�rkw� 11. Division 16 Section"Lighting." 12. Division 16 Section"Electrical Heating Cables." M1 A�t�,�'�{ 13. Division 16 Section"Electrical Schedules." 1.4 REFERENCES Y� A. NEMA AB 1 -Molded Case Circuit Breakers '-' 's `rte B. NEMA PB 1 ---Panelboards { C. NEAk PB 1.1 - Instructions for Safe Installation, Operation and Maintenance of .±�•v �. y. Panelboards Rated 600 Volts or Less. D. NEMA PA 1.2-Application Guide for Ground-fault Protective Devices for Equipment. E. NEMA KS 1 -Enclosed Switches. C54199-00 16160-1 PANELBOARDS �Y, RO--3/19/01 ,,r ;a. ^ra .,R ,� ""!(6i rtgID,. �•r.^.+ �1^ ;t""'�`e"':"""°q '•w,y"�"�e�S'r:'Z•"��i 7r,�Grkt�Tt7Li°,,,re"T�'"T.A� � ,,,. 10' •f YPY 1'-Jk 'ta '„ {; r. Q� ��+°.f; �}�' �'I�tltF ,`'�d• fi$��r��g;� itid, 7 r7{a` �;'��s whit„"""i� s,4 t, �,q,� xl-n t�R.��"�'��t' sn.,� ••.�,�,r�li �}(•�!,k�"`�I",�':c' .� �'{(. ' �i�,'. •.�` I' ; Ia /r Y } ��,;•!i w' '1"�,t "4.t � *. " Y''+',�'t' � tr a,T t �r 4£ A• `j` .�� 4 t't,7 W.,t�.P,;7:^"l+<7t•,Sy��t *'4F'rt +1"`i y ':uu '�%15 !'31+1.`'t ,'s?�p��ylfi f",ti,'{• Lj �1N; �Y�1t.�` ;S •� •`jYx �'2. `µ�G ^}},,: ��, s, l�t� Y41,i/•,`t., n i•.s f r rY t,. 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'�;1. - ' ''k '•',fir ,?% r•a, nri`$:S{j'i;ri;P ;�,�?` .k�;j�i�1i ;�.t ` ��.I1,+7iil/:iuO.�Mel�f4/Fite:��l+!'4MtwgY'+fiyl+t}!r±+•FirtCdtr:sbikR2vUm..«.'+,.w�....irvet.�At!"lrr;:"tkr}'n?iT,E+S.'4'fK,'"�S$Cfe?t'+'dt:'i.&..e+;f"F1b,M fkMsvlSt�U:vr..tt rer!•Mej�fH7�lYb�X1�Fi;�K1t,F1E��'�;+,�RS9•"."yiB!}�S�i� r r nsi�1 {Y, .':t4 S•T�� p fix..",lt}1Y., WATER POLLUTION CONTROL fin"s•;< '`' L FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI T 1.5 SUBMITTALS _ A, Submit manufacturer's product data in accordance with provisions of Division 1. Include ;.,.a dimensions, ratings, component devices and panel schedules. ;n=J;`° 't 1.6 EXTRA MATERIALS ` A. Keys: Furnish 3 each to the Owner. FART 2 - PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. Subject to compliance with requirements, manufacturers offering products that may be r. i incorporated into the Work include, but are not limited to, the following: I i 1. Siemens Zu. 2. Square D ` :w w ,'. '," ' 3. Cutler Hammer ' r' 4. GE 2.2 BRANCH CIRCUIT PANELBOARDS A. Lighting and Appliance Branch Circuit Panelboards:NEMA PB 1; circuit breaker type, B. Enclosure:NEMA PB 1; Type 1. `xn, :}y '. •'X, ' lirf t yt.,, , C. Cabinet Size: 6 inches deep and 20 inches wide for 208 volt 3-phase panelboards. D. Provide surface cabinet front with concealed trim clamps concealed hinge and flush lock f Ft• k�� :l �i all keyed alike. Finish in manufacturer's standard gray. Panel shall have a metal slot ' j circuit directory holder with a heavy card, adhesive directories are not acceptable. `'rcry E. Provide panelboards with copper bus,ratings as scheduled in the panel schedules on the Contract Drawings and Schedule 16999. Provide copper ground bus in all panelboards. .'. - socar. u F. Minimum Integrated Short Circuit Rating: 20,000 amperes rms s y mrnetrical for 208 volt panelboards; 40,000 amperes rms symmetrical for 480 volt delta panelboards. ¢QV G. Molded Case Circuit Breakers:NEMA AB 1; bolt-on type thermal magnetic trip circuit `s; �� r,,e breakers, with common trip handle for all poles. Provide circuit breakers UL listed for . �,. lighting circuits. Provide UL Class A ground fault interrupter circuit breakers wheref ; scheduled on Contract Drawings. Each circuit breaker Located in branch circuit ' "" panelboard shall have a red visual trip indicator visible through a clear window. �r > kIt C5.4199-00 16160-2 PANELBOARDS► 1� ' h RO-3/19/01 t. 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Iii;:sSiFw/Fkw wiiE.�J+,.d,4a,iw.iut�aS.:t�,u=.'L�.4.^lLcy�s1..E4�bu'�.�Sk?Lw�� r ,n•, . s $$ ,y 1 ij ,Nt:trl J. WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI " ir•; P. H. Knockouts on branch circuit panelboards shall not be pre-perforated type. sr:4:c. `'.p>>,i PART 3 EXECUTION 3.1 INSTALLATION A. Install panelboards plumb, in conformance with NEMA PB 1.1. B. Height: 6'-6" top of panelboard above finished floor, as indicated on Drawings. f:t d; C. Provide filler plates for unused spaces in panelboards. ' D. Provide type circuit directory for each branch circuit panelboard. Revise directory to reflect circuiting changes required in order to balance phase loads. { s trj 3.2 FIELD QUALITY CONTROL t ': A. 'Visual and Mechanical Inspection: Inspect for physical damage, proper alignment, anchorage, and grounding. Check proper installation and tightness of connections for circuit breakers, fi�sible switches, ,> s and fuses. F y.+.:i ' S ♦ :fit Hf.::�' B. Prior to ener ization of panelboards, check phase-to-phase and phase-to-ground g p � P p P �' F�•�r `i u �i�,� insulation resistance levels. Check panelboards for electrical continuity of circuits, and for short-circuits. END OF SECTION 16160 �> Er �i R {t C5-41.99-00 16160-3 PANELBOARDS r' RO—3/19/01 tgg Y •�U `TI . V r4 y :( 7 p FC>'"t iii• "'1-r: �5,�i,'_rd4^�,[q^Y.} ;;�„ ;�. , "y� i?a � � ,^f ,'k• [1�y �ti ��''��, ��t� i��T5;'F`j,v',��'�` `�.��+e�,�F!''d. �'�.•ir k' �� .» �; .` s .p"`' y a� s,v)(�F 6 1F, 'a•d;�i`,'t�� t, r,�.�� }q, c j, s.., s� � . i� s(4a p•s"� y,a 'ti .y a�t�,��£h,•:4s`tX?t�t�d%�`'�':r�?$x F �, f a a r ,r;F'��.s .�� 'i}}.,,tN,,y,x„ �"<',��iS b s�.," . 1� t+.�t rt� tz,�,1 "p�'r,;.,1 F L h �i S v''. � •� 5�4 •n14+ t. „' }i''t 'i' �%f ;,��•.tA,.: 01+.�5'�'��r. 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" r �r'gg r4"•t.1�r''�.�.i.W�,1�C�1"fY`A,''��rl•k,"'��"''�jj .{{Pl�:.�/,��,c((Y.G'�r`^7,:��*i,'.�.�n.d a��r�5 r,�.'.rr jt{f*'y�y:L,P}�:,T t��.!'.�',�.�r^x`a i w riP}`'J?'+1 i•�r a+�t.G�1��'rc'i�,ey,t�'ya`,\,`.3 i s-y',.lE�+?r��4?{:�t t,r�'.,.,r`��J i)dk?a��>`;'•'sai n�lL i,R t.n R.,�1 t:s.a1.y+...u,}L 1 f�y"�-�)}+t9!�,,rr�,�r�H.y:l z.}.f.�iS,7.�`q t:,,.�.,t,!...,..t�.,;�,t;i:.}.�,.r f..�.,L 1�•t r y.rwt$.t.w.fr.n�.�wk,:k v).i,rMt.r'+ar°�tit0.�`.'M1Y•''.t i,rt'r 9 RJ i G ln nt S w..+:r,.h:r�+�J....a..Fr,,..y.....t.. ,....,_. . . ..._...a:n..L....',,..Lta�+"�ws w+t rt.,.4,,'i�s,+v ki 1.+s t f�n h i.l.+z r,4.v''r".7.t:'ti�,,71 Nr z�Sr{.u eVA e�p.l oti.3.'.��'J w•`•t J t it<u.,�«.i L.I.n.r v.iipR..;N�.;..T{.i,it.5+-.�,.4:...'Y'e..f k rs��'•+:y 3.r'�..,..t��.�,A,,,..`r'i.Ys�,.,L.�.�SS.�t:l.,��4'Fi;,t"�,�"yds,;i'`- WATER .•.�t,,l,„J�=�'t��cj:}.t4.lI.'(`�f t'c 1�;s�i.k,lk�;:.�s,r��.S��,.jp{(}�,{E�2E��r�;r{5 s�°�q r'�iur'r��a..y i.y ,rd,+��`'i.•A�,4�.F'i 0 j^,•,'t l f+�'f5,��r'd'��r r H�.b �"h1.y �.irYt.f.•'r.t7 POLLUTION CONTROL FACILITY EXPANSION ` CITY OF JEFFERSON, MISSOURI ,' r. t'�r . +. ,:, . fYAy,:`}t.r�, cr ;1 SECTION 16161 —LOW VOLTAGE SWITCHBOARDS PART 1 GENERAL 1.1 RELATED DOCUMEN'T'S A. Drawings and general provisions of the Contract, including General and Supplementary srr ''fi Conditions and Division I Specifications apply to this Section. • 1.2 SUMMARY ' A. This Section addresses general requirements for incoming power switchboard work t..w including installation procedures, construction,and application. 1.3 RELATED SECTIONS A. Division 16 Section"Basic Electrical Requirements." 't. �j' B. Division 16 Section"Wires and Cables. yf C. Division 16 Section"Grounding." � 5t �' Ps 1.4 DESCRIPTION OF WORK A. Extent of switchboard work is indicated on drawings. ` r•,:a 1.5 SUBMI'T'TALS A. Submit manufacturer's data on switchboards with all electrical. characteristics clearly identified. , f•t �I Wnt. •, �,�•�. of� y ,�`T,r� �I Y��. B. Submit a dimensioned layout of the space containing the switchboard with the required electrical working clearances shown. ,s,; � t• t j;�r „ PART 2 PRODUCTS `.MR, 2.1 MANUFAC'T'URERS } A. Switchboard subject to compliance with requirements. .. 1. Provide products by one of the following manufacturers: k c a. General Electric r ' b. Siemens r Y � a Square D t.• . n d. or equal. r �% .• ryl•a! r t ,,W' C5-4199-00 16161-1 LOW VOLTAGE SWITCHBOARDS t RO--3/19/01 �t,�'w'(�.i`;;�'"=.X? f �. pr5"C'tKr!77 t r i.�`"`.A 197t�k ,t+. SrR,{,,,,•1. :{ y .,q.- x.:, >7,. w+. ✓yz ., +t: } ��i: kT � •�. �� ,��9`s f! r f p �; i ff.�,:�, J �•.t 7r .F7. 's,` ny � r 4 t ..�j 1?Jdi S � �''U, 't9 G� ,� �,., �ql., f #i"s+ ' a �1vc, �1tyj � 4�d. 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Y:1 .•r„<.,ci ts�'`S 3�tCxy'. ,'a��*'. ,r •.t,.; {�4'ft..dncr 5�.; 5 y1 ?a S ? e .T. 'w�:�`'.•.�1t e5. �,'±.., J<� �y+,, }�J:a;::�'.?=1�, rhr”�.,5-}s:r� _;;i 3L 'r;.. f . {` t...t ,a• tiRrfi �n.�;'��`�P.7.4 5 ;,� ri �• �,r,4}, .5,-gi}.,r:.:e�-,,�}; '�..ra, ti.'l i� � .p t.-' ,.'7 ,. : .: } }t a.:�, 53 1s..�t' ..>:`£;51„,- �t-�'';''3 .��-r r'� t,!r YIN'1Wf'L3iu,t1:s4d+r.ri,i:�J.L.�..,tu,..»..,L...0 4 ;l �? } t 7 '1 r(ryr„a 1' t `�" r' �it `• h qo txt33 .4d'et. � }fir .h'rhM +ilN.f+:LNiS: A +V WATER POLLUTION CONTROL FACILITY EXPANSION Fl�� CITY OF JEFFERSON, MISSOURI B. Main service entrance switchboard 1, Siemens Type SB3, or approved equal. 2.2 GENERAL c; A. Provide dead-front, factory-assembled circuit breaker type switchboard enclosed in steelA, ,t• }' R d't ytd.. structure as specified in UL Standard 58. Wiring gutters for branch devices shall be per UL Standard 67. Switchboard shall be NEMA IA or 12 industrial rated, surface mounted, with bottom feed, labeled suitable for service entrance equipment, approximately 90x38xl5, with 66,000 amperes short circuit interruption rating, B. Switchboard main bus shall be 1600 amp silver-plated copper, neutral bus and ground !! bar shall be copper. Bus bars shall be supported by glass-filled polyester type insulators. All bolts and screws used to connect current-carrying y hardened and. accessible arrg`ing P� together shall be case from the front for tightening. e g ening. Main breaker shall be bottom- mounted for bottom feed. The connection from load side of main breaker shall be bus '.,, r; >' 4. bar. Individual terminals or lugs shall be provided for each neutral wire. Connecting 1 �pq s s several neutral wires to a common terminal shall not be permitted. g r , . � ; C. Molded � �`:`��• ed case feeder breakers shall be installed as shown on the drawings and shall be g thermal-magnetic �.:,.. ;;•j � :..:1. f.; g type, with. frame, trip and voltage ratings as shown on the drawings. y7 All breakers shall have an interruption of not less than 65 IWC and be labeled as such rtt ;t �`� ;{ + of •' .keft f =� on each breaker. All breakers shall be removable from the front of the P ower switchboard without disturbing adjacent units. All wiring lugs and terminals shall have temperature rating and be properly sized for 90-degree emti rade wire the plans and specifications. g as called out in D. Switchboards shall be furnished with incoming power metering, g P g, measuring line amperes, power, power factor, phase voltage and Kvar. Meter shall output information x � ' via a local electronic dis la for operators to select and read phase current voltage, kW r : � g > kWH, similar to the Westinghouse IAQ Type metering, Metering information to be `` +. r;�� ' transmitted to the PLC system. ` rt..,., *� 2.3 SWITCHBOARD ENCLOSURES A. Provide galvanized sheet steel NEMA 1 enclosures by same manufacturer as x switchboards. Enclosures shall have baked enamel finish over a rust inhibitor coating xts ' 4r and be suitable for recessed or surface mounting as indicated. ' B. Enclosures shall have doors with concealed piano hinges, flush locks and keys with all enclosures keyed alike. Equip with interior circuit q P urt directory frame and card with clear plastic covering. 3/19/01 C5-' 0 RO--3/19/01 16161-2 LOW VOLTAGE SWITCHBOARDS 7101: r {}� `�j r,+,r'tf s'S Y r 2} s� � li t'q�!t1MY�1�tllW S.6iNWi7�p6i�ty�.uw.n.•�aS ht .•v'r-' . �' �y ass4 1, tt s r,+iv ,• ,3aY,it'"�.. ,djt r �$�t:•cdri+i d!�tt}+,A.3�r t�i�k`x>o-�i�JY,1�tt 5 'f�r,+wtti',J'�`t C�y t+t�lit Z a r't F:,)+.t't f,f{ryl e t t F YF,��:t;..t 1 ti r i�f!s f Sh.t•f. >i � . '.F1, 't.t r. ' r c t t.t y'.r..c i r N hs ii,y.',r 4/�}na'�}y d t o-3.�'"4.'�s eTt g",'%4 11,6T i' /n�'S.•r'y°!F .�trS.k�f:iti.} t't �• u S i �'�'4• j..�`"�,Sr`�'j ��'&;'T.{.j t'�x��j.�. { r L}t fl` .) r tvrw "'� c.{t�� <t l� ..{ ri r It 7 - �'rt ts .S+,...{tt•.iY'�"F�'t{�`Y�u:i:,,etj•,r�K'�! '.t :�"'.�'v�Y�!'#t',�"}„rX��aPi;1'�.w}}�sM�''�L �S ii..�b h. �Zt�'4 t 'iH't�t,t'��.rer3• t rt t � Y r 4”�z,i'ik',} •(�a,l p�,:S,T `4 �.,� � '� r ��'�`,�•��9 [tYi�d.?;'�,�„ Y '':Y..ta, + ? 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Bonding conductor shall be capper of same size as grounding electrode conductor. 3.2 DIRECTORY tj A. Fill out switchboard circuit directory card upon completion of installation work using a "v r typewriter. B. Directory shall describe type of load and location for each branch circuit. 1.:•i�' Y-01 ,n;t C. Information on directory card shall include name and location of equipment serving this wk switchboard. Y; s 3.3 GROUNDING A. Provide equipment-grounding connections for switchboard in accordance with 1999 NEC. ,La 5 '..;t.t• END OF SECTION 16161 yr ,ab I +9 r� CS-4199-00 16161-3 LOW VOLTAGE SWITCHBOARDS # R0--3/19/01 L�;, rc F eY"m 7 ,RJ '"'� ^{.!*.i• y}. ;. twM„`Mb7Fh�alts; .r r:�].'t' t;'•1r+.^}! Yr.La �Y,�„• xtj,: 4k <t 'y •'� ri Y y^ �1�` A l N ,rY R T •1' 4{ 's'1•�'l W.' 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Y$Yt�M1 J•,f9 I �,I {' »�;. # T3>q`t7L} '��l.r}. :\, ,.r i 1 ti : VS v;°°,Y 7 _' t,Ss.'. vt;I� �'�' :s,T b'�." t', .r A�� .�rf Y.saf., F;�.f;S:hi•4`,'ft1.,:f 'if ,Y�n rF �` r f ",f>; 4 f.7 F.}•,y+' i 't if'y? ,. .av, 4''��,�� ,"?7 w�ti,t`5a.t+.�: �.<�I.�' �' {`:a,\t t' it �! �' 7 ,'j �,;� 'r'y. t';t;,: t,r:,=;�•" 3i7. >y' 1 `` r "�."td's✓.�}.7+.:th'�a:i•;t i'.11;tiiP �. 7F''!t`t`#{t'J1'irF= '+...r;;p�.;� 74d d \r'Yt �: s, 4 t'; t ! .�: .'.�•} . . r- ':.. ,,: .f = 4 .., `� ) 7\V, . .�u i � -P r' v R WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI44y' ° SECTION 16170-•MOTOR AND CIRCUIT DISCONNECTSYstb4\ 4 PART 1 GENERAL ia; ` 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specifications, apply to this Section. 1.2 SUMMARY A. This Section addresses general administration and procedural requirements for furnishing and installing disconnect switches where called for on Specifications and '3: Drawings. Extent of motor and circuit disconnect switch work is indicated on drawings. 1.3 RELATED SECTIONSr., `'nt A. Division 16 Section"Basic Electrical Requirements." �t•-:; }>:r., �?),f, B. Division 16 Section Raceways. ' }t ffY `';'•` C. Division 16 Section Grounding. {{ w D. Division 16 Section"Supporting Devices." ;f Section"Wires and Cables." ' '� .xi:'za �7} E. Division 16 Se y,\ � j�, .t��t•$4 i`y' �,•x.'tif�'.r}."�i'=ay,;r, 1.4 REFERENCES A. ANSI/UL 198 }" - E—Class R Fuses i ' B. NEMA KS 1 —Enclosed Switches. pr 1.5 SUBMITTALS A. Submit manufacturer's daw for disconnects, including dimensions, horsepower, voltage, ampacity, and short circuit ratings. 'ik 3*ri C54199-00 16170-1 MOTOR AND CIRCUIT r RO—3/19/01 DISCONNECTS r� " !7 ��fI.yY��el•. 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Switch shall have an 1h: �M1�',K }� operating handle capable of being padlocked in OFF position. Current carrying parts ; ? `. . * shall be copper with silver-tungsten contacts. Fuse clips shall be designed to ' ; {"�' PP g P b'n ,�,,.t ,. ; accommodate Class R type fuses. 7 ,c, `, r•,''t .1�,iMgd's '`; B. Provide disconnect switches with NEMA Type 12 enclosures for indoor locations and ,7 X' "''f ^sx.<., YP ?5�; NEMA Type 3R enclosures for outdoor locations unless indicated otherwise on the `( :i`7�"w '`° ( ryi Y=r w�a drawings. Each disconnect switch shall have an auxiliary switch for position indication. z.! : C. Provide general duty disconnect switches on circuits where the phase-to-phase voltage does not exceed 240 volts. ' ' ` ! D. Provide heavy-duty disconnect switches on circuits with phase-to-phase voltage of 480 volts•'' E. All process equipment disconnects shall have auxiliary contacts rated for 24 volt DC4y3 .� P � ,� + , • and 120 volt AC signal switching. 4 "' i# f F. Fuses shall be dual element time delay type, 600 volt rated as shown on the Drawings. JA G. Disconnect switches at motor site shall be NEMA rated and be capable of being accessed with a screwdriver without de-energization. ' . Y -t�M4r•�, 1 X3.2 1 C5-4199-00 16170-2 MOTOR AND CIRCUIT RO—3/19/01 DISCONNECTS k rwTw° .`:r .'rx,-t-r..;:r:ig'.+,`,r-';t�;R\�a r., ..!'•Y,i-�h�.i�°f,'.'�'�.'Nx'�,!'"°: ':+ "u,t` r tfatx.Y, a r .i1,t r ;,'Ire rt• 1. i°.. ;, w`,j.�1 'V'7 � riJ#� ++`�,„ry4a�'r{'GM1d:t` v.4.J.+ty` :•«�'.n�:k'y;,ri�';kl"r�.yw'}�;:! .;,:1" 1,1<i\,.i f'. 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For interior equipment visible from floor, mount disconnect switch with bottom at 48" above floor. ; ? p NS D. For exterior equipment mount disconnect switch with bottom at 36 above grade or1 ;.'. ''' •. .. concrete pad. ' E. Insure that electrical working clearances are maintained at each disconnect switch. 3.2 SUPPORT y A. Support disconnect switches from walls or other structural components as close as � possible to associated starter or motor. Do not attach disconnect switch to an appliance pp>',�. � P Y I' :, or equipment housing unless specifically permitted by manufacturer of appliance or w ,1. ll equipment. aFT: B. Provide independent steel channel supports for disconnect switches at appliances and P PP PP equipment not near a wall, r,td" rFUj's j�. 3.3 GROUNDING t ! A. Provide equipment grounding connections for all electrical disconnect switchesfFg ° � F i END OF SECTION 16170 •a rh�, IM �•.Ss �..� }' �� ; C5-4199-00 16170-3 MOTOR AND CIRCUIT RO-3/19/01 DISCONNECTS ;s , jrr > % 'rd �t ,f:r,:]t;��r h. .I�yer•`ti's'.;�;qw�`..f H t.S:�,Lt J$S";r.t�y;�'a".',S��'r•*.!",h T ti.yt�:S7•,,,�,t•i1F7L a o•v d'Yhtt,'..,}��t•i•?� ^- V sf.7 r f a a; `is, K; •t'!m;!�!,'tr...i.., ,ry.;,iZ.n tr'.P t:,7i'"-.J,.',•,n,P('";,}r,'n�'r^t+»;;rN;J t>✓,l;l,S th Y a..7 r.,{:t,.},}:r'+;sl'i,��.xr"..r;,"J.'�t«'>t�r;J,fh,,�i,1.'"1 C!r"}S.b,.,jtt�;?,7 .,•. 1 d� a;•. r ,�r;lzt,fr!.i: i t, t tt t 5 fit!' 1 n.. ./.rl+�ti,"?,.:'I•n.�':rt{� d A'1. .. t,VY I ifl tI a t t'�� ..1,t�t ; '..{' r.1�A. " iYf.-.,J. r,lf.iti'rYr' �:t.�Y '1?},4(. W F• 1S 'r„J.,A:� ' S ��„W r»;isrPL t:r,., 7 �,1 r, 14 �F y .• i�+ .,r�'f(.¢•fit .}..,!L.4�rC �>'Ysr ,L 2`, ,�/ � .�r +R. 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G.tt>Lti:>„•� .�:?ixu�.��64� j } ' ;.y.w S. WATER POLLUTION CONTROL zr;± nxl, FACILITY EXPANSION �5��;z��r�s�G , CITY OF JEFFERSON MASS x< � MISSOURI {{;, a k *� SECTION 16190- SUPPORTING DEVICES ,T'l4 GENERAL , PART 1 r� 4 VIM�� 1.1 RELATED DOCUMENTS r ,:��• A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Sections,apply to this Section. i. 1.2 SUMMARY This Section includes general administrative and procedural requirements for the following: A. Conduit and equipment supports. kit B. I L r�lX� 41 ' 'p 1d�. Fastening hardware, i'y s=•� �: RELATED SECTIONS A. The following specification secti ons describe related work: �� s��F� a�..•�;; t 1. Division 03 Section"Cast-in-Place Concrete." k" ;Fn's 71+qu. t,t•.,r�. 2. Division 16 Section"Basic Electrical Requirements." N, .'s?; 3. Division 16 Section"Electrical Testing and Installation Check-Out." + � 4. Division 16 Section"Raceways." Wa Q UAL ITY ASSURAN1.4 CE i1 rife. A. Support systems shall be adequate for weight of equipment and conduit, includin gwirn g, which they carry. ' • .�yam �'., `. ! PART 2 -.PRODUCTS ' 2.1 MATERIAL-FABRICATED SUPPORTS A. Structural Shapes: channel, tube, and angle; stainless steel or PVC-coated galvanized rc V steel (Robroy or equal)on outdoor applications and fiberglass on indoor applications. 1 B. Strut System: U-Channel, minimum 12 gage, stainless steel or fiberglass as k E} manufactured by Unistrut orequal. C. 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Plate: fiberglass or stainless steel,as required. t r' 2.2 MATERIAL-CLAMPS AND HANGERSQp{f�j��j�{�{ ;�=��"��`�•; ;�;2;; d t':f K A. Beam Clamps: Stainless steel, PVC-coated galvanized steel, or fiberglass. Formed or stamped steel beam clamps are not allowed. r' K�4.. B. One Hole Clamp with Clamp Back: Stainless steel, PVC-coated galvanized steel, or 1 fiberglass. f 7 'i C. Individual Conduit Hanger: With bolt, stainless steel, PVC-coated galvanized steel, or tt fiberglass. D. Hanger Rod: Stainless steel, PVC-coated galvanized steel, or fiberglass; threaded ona � ends only. sU Ir 74 E. Fittings for Strut System: Stainless steel PVC-coated galvanized steel or fiberglass end ' r �` g Y � g � g �� •(��^ " X�Ww caps, conduit clamp s,conduit hangers, U-bolts. y lr�pA��i,• ThJ�il, F. Hardware: Corrosion resistant. Plastic or fiber expansion inserts are not allowed. Shall � ~P"t be PVC-coated galvanized steel manufactured by R o r Industries (Gilmer, Tex.) or '��"�� ,'a�'r,�*•t�.r ��:i;`"` •�f t equal. il.. G. Support Channels: Stainless steel or PVC-coated galvanized steep obro or equal) F� for outdoor locations and fiberglass for indoor locations. ?�-• r��'a,�� k� r 1 gS'n..r..., ' PART 3 -EXECUTION 3.1 INSTALLATION a i`( 3 A. In vertical runs the load produced by the weight of the raceway and the enclosed conductors shall not be carried by the raceway termination but shall be carried entirely MA by the conduit supports. Conduit supports shall be spaced not more than as required by NEC. yr; . •.:, 1 ;r t B. Conduit runs above suspended ceilings shall be supported from building structure or on building columns. Conduit shall not be supported from any part of the suspended ceiling ' wire suspension system. Conduit shall be mounted at a minimum height of 12 inches ' above finish ceiling line. Conduit shall be installed in a manner above the ceiling to facilitate lighting fixture relocation with minimum of interference. C. Use one hole clamp with clamp back malleable iron for individual conduit support. " C5-4199-00 16190-2 SUPPORTING DEVICES i RO--3/19/01 '•o"f �,Y. < �'r'°"'"'"',' tM"�^'.1;{�r�..w,r'.".a.Y"'.��+nw��nne�.r+�!�oarv^+r+•tt;;7�'ti%'sf5�,^r;:y:n""f��s.'`.. ..kf�w' v .;itm '#ittP4 • , �tti ,3z;; .�' ��r� �� °�a x N�lFdf�',. 'S)h e.�`r�i,• 4';r�:�1'#gt..i�jl6f 1pr •fit t{��.;ij{�4,y#�JS 4 t(Gi�4N''t'IC°�yi ! i)k :3I 1....�. tt i �ttr'�t rile'ar Cty�`;1r�rls'6x4N1�ix.'Tp 9 h+at,S r„• ,,,,tt��i`/rti�n? ry�ttf"5 lu;i it a 4r�! iaY�c t� �, •'�r i'�{ Y3�� 1 S itt ('i t.t ir��; r T� :F �tC l ��'i 'R'�+s.�A}< ;1?ts,q'.fii� yyr r ! Wx % �z�^.{./rr,} •y' ,K><y 17r}:.� � ,�'Z� � F.i t r t 1 .3r,� 1i�'; x,.d+.j"�sX K 4(�Y�? t,•', rjj Sr +ri},,x�{' Ss•t! .�'77.j tf�r r.Si lv b .!.�,.sY;t'l'�•�f�fi�P•y.p�. "„cil#'1rf"'11 S. r tt''yn,:sL17$'aa3rt`3v siF rr P #3. }4Vlrv�,a3tr" r!ii�^1 � i�fii ..r df, ,��A, F�, "Ttt'P� j>I 1(t3d'��'sa�:`� J .x �..,�4;4i �{C f,N dt.•;cl+r�1,"k?;f:l" F�s��. 'that°S1'7 :'r�=f t r,l,+,.;''�f_p= 5��.� 3SWb��x tt'' �� it�t��x,k�7�li �� 1 t�t`,'f'P.�f 'I :" '1,t4.•ctn�°t ` ..4. S r f�.�41 .T��I,t Ij`� '1 t(Tf'. t,4.,f?: .,i�. rS� ��,�:� ,S^t�'n�r(!•i�t�::: �(�( `` r i 2 kk.+• :, I .. 7 S� 1 kln 4 ma r .i rt,j�f!''1 Ct �i^�e.; � + 4 '..i A r z'.rx i .S^� J�:��,`S,• �r'�"x,.4r ,z,{�•;�1,�.t��'y ,�:<•�+<l,�3( ,,,, i., � , F J. ° t7 �;:+'. 'r';z in,. :!ak +,i 'ti::' ttia .,;irr.„u,�,', � r rbsr.e, µ'>�z'r..:x.,, y. �++t..Y�:g;}f'u Jtx t.,a�,:s:., tt !S<}»:Y tk x f '!.` a .i r f .,�; ,r;yr}} .,,,}. i? ��1y.'.'{h;',..fi,�}. 'ttvT>iV°•”: ;;'w;t s r,.�� +�f;, �.�,:t(•S",�5.,�t,,y}i'Y'S: ti J .`; 1. - (t '.ZF.,t:\uT'`:*irl,',iS Jf)i„�•5..,��. + � 1Y. (� +f•,+.v�.Y• t F.r,T.pr�,.q,tt+`�^*!.�. 1�il,�`,t�}' }`a;`..t' •f ,. j '� 't# .1.'�,r:::r•, -•�.•.,•..t}.,�. a t.�,t,!�,' .ti .r�.`��" ,N.?G�,ar„�''+ ".�','• }vrC 's r”S' ,S t r tilxi3•• i i i x .4 i •ds,+ } s h f•;•�4u `4'2t r.i ..lao..7;.1�Ux� >tXz• h;;jc.. a+ .r >,#'.t t a7 t t .'.f .,"th.�. >r:.ir•.c. 'a'„+�.Li^�{ ..t.,4, ,,. ',: { t. fr.'.,i} ?$^t. �' tJ •7.l p/'''rf•lis;rt t,t�`.i Y'+rs "l, �!i' '.'�;v. .�•��r�� .r 12� } ,µ'}>v+ t 4�4 �s�'�1RJ4Mn.Wan`tw,X+„S',s..,,.._i:..r':..,. ,.. t. :._,>..>^+ ,,...-•,..warrS.+KYr,.N:R51.aNff.^>ti. !st Arn",rtt: .,•..,.e.w„• .r•,«w ...._„a._...,....__» .s.:wn.r•n.'i.•.++.,..,vr. .................�.-...«,w......J.c.»:.u..•.snL:.eiJ.r.wu.,....r.,.{S .�.4..S: z�lt'��7 tL I�Y" t;•; ,t:;',,°,its{s'`l:" ''•, WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI D. Minerallac-type conduit hangers with bolts may be used to support horizontal and {!.•,�„T=? , ” vertical conduits in dry areas. Use stainless steel aluminum or everdur hi wet areas. • s E. Fabricate supports for grouped conduit runs, control cabinets, transformer racks, electrical equipment racks, cable racks complete with compatible assembling hardware, Q in accordance with Section 2.2 above.;;:. :}, F. Fabricated supports shall be rigidly welded or bolted to p resent a neat appearance. Use hexagon head bolts with spring lockwashers under nuts. ' G. Beam clamps for supporting conduit trapeze, conduits, lighting fixtures, electric tracks, equipment and etc.,complete with set screw and tapped hole in base and back for bolt or hanger rod, in accordance with Section 2.2 above. n ; >.. : H. Minimum size hanger rod for supporting equipment, conduit runs, junction and ullboxes shall be 3/8 inch diameter. Hanger rods shall be sized for supporting required loads. ur, i :;=• . �at.�r �,••• I. Above suspended ceilings equipment, conduit runs and cutlet boxes shall be rigidly �tvy� x'rti'. secured by means of proper size stainless steel machine screws with spring washers. J. On concrete, brick, etc. equipment, conduit runs and outlet boxes shall be rigidly 3�''��1`"5'��i'�•', secured by means of proper sized stainless steel machine screws or bolts and expansion i x `.�+ Mp K. In hollow masonry, tile, plaster or gypsum board, use toggle stainless steel type bolts to ,,b ; 7 '' `i secure equipment, conduit runs and outlet boxes in place. 6+:31A •'(t� #ll� L i(r4Yi�1�''ii L. On building steel - Equipment conduit runs outlet boxes and support hanger shall be J' ; fastened by means of approved clamip type supports which shall provide a rigid and k vibration roof support. i ? �tfy3y ;ir 4r; t`� M. Junction or pullboxes where mounted on concrete brick etc. shall be rigidly fastened7,, ,. ,' by means of proper sized stainless steel machine bolts and approved tYP a expansion 'F s.anchor Suspended from building steel shall be supported by hanger rods securely fastened to structure with approved type beam clamps. Where suspended from concrete or wood boxes shall be supported b hanger rods securely fastened to structure through •�;, � PP Y Y � 4 �, MIA hangers, rods or by suitably designed,approved brackets. � � >„ q,• •S4" Sig +�. t `��4�:'. ire N. Do not drill structural steel members and equipment. Do not drill the supports and t'• structural frames or legs of the process equipment, and sanitary platforms. 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It z. :.1 r. a e ,:`�. 1'«r�s,;•..�,e,,r4 t��, r,r�rts.�* �' �8 .a..re..n4«,....,..,.,«u�,cs...lf.rw:t.d:.,.�.tw,.�.riwi+Wrkiw(t,Grit(bttt}ni�i[ra.eJ-..ixie:`r.. +•i a} $.rt x•,u;? j} `,y ;�? a S 4 ia..xLir a,.is��rr wr.ElF,.i'}u4v'Sa�f1.i�7NtitM7k1 Gm+t�'t,C.:CI..,A531 p��t i� .ct r Ul IS j'��t�` �•c WATER POLLUTION CONTROL FACILITY EXPANSION ` CITY OF JEFFERSON, MISSOURI SECTION 16195 - ELECTRICAL IDENTIFICATION4, A PART 1 - GENERAL �{? 1.1 RELATED DOCUMENTS `N 7�.nx r A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. w 1.2 SUMMARY ``4. This Section includes: A. �'.{''''�• 1. Nameplates an '. d legend plates. :i 2. Wire and cable markers. ' . 3. Danger signs. 4. Identification markers. .5. Underground conduit/cable warning. kt4 6. Motor tags. t `+,r 4 Y ti5'W'Y- 7' $, 7. Instrument tags. ;r 1.3 RELATED SECTIONS ` a p, A. The following Division 16 specification sections describe related work: 1. Division 16 Section "Basic Electrical Requirements." ,� q '`p `'`' 2. Division 16 Section "Electrical Testing and Installation Check-Out." A s 3. Division Section "Raceways." 4. Division 16 Section "Wires and Cables." Al PART 2 -PRODUCTS a, 2.1 ACCEPTABLE MANUFACTURERS 3. TO A. Subject to compliance with requirements, manufacturers offering products that may be t incorporated into the work include,but are not limited to the following: 1? f1. Brady, W.H. Co. a •' 2. Ideal Industries, Inca rr 3. Panduit Corp. r F, 4. Thomas and Betts ` 11t!'4 LN£j*r� �j. 11iA{ Rt'rya�i"� . z CS-4199-00 16195-1 ELECTRICAL.IDENTIFICATION RO—3/19/01 r "•t yq{t;'c� f{� ,-b! �::' („•:�f t•R��SS�:.„+,'....,.% `Y,'^i_'.'$� k°:ri'� J F �• FIR ?�4. ,`!*�,'1�'1°tt� � 5 `."•ie.,..�u.�M� tit;cf�:;� h��s '��`,} Iry �i,.a.`�i�¢y�tt„". urn : y ,;�•. {, i x R:: � ` � ��1• ,s"n"i''7 �! ,+y i t j t 3 m's t.Yr°:•1 i�`x��i,�ti{�".' ref ��it?k"'�.�� • .:• #•�" c*Y r j?k;xs1' t<�m,w,fi`u"` t F yl ..,r,:. �k s a 1151�t ' t' I A S,f af, 1,r' �F 1 �'r`,•". .tes: l ,. K"" ? � ar:u� '�`?.�t�,,�,�'y� +'t°�t, _ ��''F ••"�tt�� J!! i$ fx��+r:'a,t�t� �" s 'Ftt n�a�� 5,4�`�i��,7�,�r�. a+N•�u t, •{,,. �. 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',,, ri�Y. M1t r,"i u)z uK r.f J.,. �£e. !`.`.S .:. .:�,,. ,, ,•.,. .'S"1 ...t,s,.}r ''��.>'.�<� :z bra xr`ryy.�S�r�'fi�� >. /!ir1: ,':.t•;4 L r91. ��a� � }. a+�it ! 1 f! .<, ..r"7 .,r/ `:,,R,F� •, }�n.:l.,�:,} � �r�#,.� y: ,�.N+ t tz9�,�+r"t i• [t'",:'t7F i` �k$ i. y:::¢� `7 k' :�••,Y,«fM1.'�`t :$��1!!{{.hrFLLkti.: �. t�)) { t t }:,r t +il.Jtt atP'' ,"4't7iS�{y'?,x��n;='•�'�5•f�:�'{j�}'�"' j) .t, .{,.. } {ry(�>,5t.r,� t� 1r�C+ !4}}c u A, � 'r t { ` s ..t`. ;?�.t�lr•� n:,u ��:"k'l. 4 �;.,,''"„ 4: ir,,"r"�''t v -t,µ�y�� ;� � Er S}' r(. 1 }? f +!!:, z i�! 1 .j 4,• 'A 4t� � i;'t a$�•y�: 4z YiSZ"i sA ��t�f,:'ti,'�R��`�a}}`:�� e'r. E � .r. :. ' r�.i �i;JZ�k.., �N 1r '`17t;,��'�.�r,iu?.4 ••w,Sj�Q, '� {�4itx'Sr��):� ry-Str�.'+«:ti.•r•,1,:{'t} a{ s t i i`+., .f., 7 V4 Yj?qJ::i4hi:�s > �•� 7 � .x� ;itt-�i � �t :x r dr• X,.�.y��,[1u/,�.,j�yty, /:k'..,p,. t„ S�zt,;�'# x�;`•�4 r�+uM/ r,iGw:r.......v twvnwn�•4Ar'�r:h::A.:Miww...tr..ur..wi.:.......w .>.a..._,__ ..........W..... .,.nv va«!.•r..«., .,e',r:4�nvx >tv.....v.w..� ... ,. .....« r.,o.1V ;.,NgSCi+,.'fi....,.2i�`J�` +`�rV.ro.f�.�Ff<t,�IPP:A�'S•,X�"9G��. e� k� ei , t, i u3 WATER.POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON MISSOURI .i k rs �s}°1f `kll'„ 4 r �? 2.2 MATERIALS A. Nameplates: Engraved three-layer laminated plastic, black letters on a white background, beveled edges, 1116 inch thick minimum. B. Wire and Cable Markers: Conductors shall be labeled using pre-printed, full-circle, heatk> ' shrinkable insulating sleeve labels type PermaSleeve manufactured by W. H. Brady Company(Milwaukee, Wis.), or equal, iC. Danger Signs: Manufacturer's standard "DANGER" signs of baked enamel finish on ` 20-gage steel; of standard red, black and white graphics; 14 inch x 10 inch size except where 10 inch x 7 inch is the largest size which can be applied where needed, and N' except where larger size is needed for adequate vision; with recognized standard explanation wording, e.g., HIGH VOLTAGE KEEP AWAY BURIED CABLE DO NOT TOUCH SWITCH. D. Identification Markers: as manufactured b W.H. o., , or � Y Brady Y Stock number 3450 equal, approximately 3 inch high, black letter and numbers on field of yellow. The markers are used for easy identification of electrical devices from the floor, voltage - 4 ` g ':i' {, `si.rJ,,ku. Y1},.g17✓ltt I levels, etc. E. Underground Conduit/Cable Plastic line mark manufacturer's �J1 Warning Marker: marker, manufac -r,,��.�r..f, standard permanent, bright-colored, continuous-printed plastic tape, intended for direct- burial service; not less than 6 inch wide x 4 mils thick. Provide tape with printing VV which most accurately indicates type of service of buried cable or conduit. �S F. Motor Tags: Stainless steel disc, approximately 1 inch diameter complete with a hole for seven strand. stainless steel wire for motor identification. Tag shall have the equipment and device number stamped with 1/4 inch high letters. G. Instrument Tags PART 3 -EXECUTION yy} 61! {.: rye` .ff.� >f,,'•Ja L, 3C..'t1z.. a: g �. rFriE':I�;: 3.1 INSTALLATION A. Coordinate names, abbreviations and other designations used in electrical identification ", work, with corresponding designations shown, specified or scheduled. Provide 'tier numbers, lettering and wording as indicated or, if not otherwise indicated, as t' recommended by manufacturer or as required for proper identification and , •7f5 % operation:/maintenance of electrical systems and equipment. Comply with ANSI A13.1 pertaining to minimum sizes for letter and numbers. , C5-4199-00 16195-2 ELECTRICAL IDENTIFICATION ' 'r RO•-3/19/01 s � `�y1t •�"-eta„•{�f�:y��t” .f lrl�w°'y'aS"'rj,•^S,�1.t�5,�cF�rhy!tr!t-•'e•.�� .:r...�. �'��^�O!^r^"' .Ttt tU 1 i� '� +R ..,} ��4. }rJ l.„ro �-..t;sJ' .:�•3,,-�i�L.ti�7,� xS�t`"'�;}. �r.{.tTxr:i�'�'•�;,�;t'.I,';),',::jr t .t q.e� µ -•t� tt',}.. :,R•r., t.ir t..i!°^.t.?N� ., r}!�?� i"m F,• il, b, UrSV.M afit11j�_.}: M .;�`..r•, 7,..;17 ;r. ,,., ,r,. ,: t �34q . T �e5'r ,:F+`Y)l ;:>,F•r 'D'n:i'>'•`7"+ i`4 ,4:K;:'l:rrV .tt.ix..f:yd .� {F,t.i ,rhl.} t'. i Z Q:.rit^�',,1'.�:`•,' i,<7',r t� i'pi /{p; :s�.s[+r.�}r?plJ,�ja •4A�«/'} .N ,I�Fl�ytr`.�,Y,,tx s7�'^,..�'.r t E <�}JS tx: ✓xid,'� '.6�,b�i[I:a±fa0� fi t.+��r4�,t,�;t14-,.. ',tt.!pR '�A v,£ca, �,,,�(!�.(. 5 yl � .r ,4 �: ,G �.,w�,.,..;4tR`SY;,�/7pt?�`�' q$*f`t��'f id,.�'�`, �' i ' 1j1t .t� "'``� ,xYi`�Jr'rit.+7• v,{..n;.t�.$ !,•zi t a 1 y,{}tr.;t: '� ,4'(�>h.,jpn.,t�>.. �.. 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R < ,. ?{55,i.�..!:S �}(�y�F zls"g•' yy i K'Y.!'r 5f .,�1{.4 +�2 ;{s,rF � t.,R. ..�L, R, 5 .l,,t�,r,'{(t?i•7.g..j F.'{j 7.:.� StA�r:,r.'f I! i :t5 , c. tFdJ'�t��Rt,S S S �t�k. ••Cu {fi,'4, ?` r At z' ' � t � � ` .�+�.5�r � r t,( 5.��tlL�`G �. �!z Air .1,1:' �,',•' u A.j ti to t nevi , r !R ,',1i.xr:.h ,•£a't.,,±fta J•r,. ik ij 1 �l1,.m .�1r5� .,tp'n ryt. $.� '!�', �; � ,,},.#•,,,. ,. , 1 t., ,� q{,T izf ..,�}t�.�ik-��riF�ky,1-tt.x,,;G+•v��t,•.=,'+'ry�E�`a:.1 .1 1;eU,h. >�m t�y'";�tr{trl�•�..attzlr,' .L'f.,'.+•�• '•,.,-t,z.;;Y !:, '' �` ,.a� Ni, '.u »e;��y. r ,.e'..y, ri�• �.. ,��+ `fc j„�t'•y-�y+�{ t'`�4 ,-M�:, .,?, ,. „!., a ,'< 3' e 6 ii{�) 'i.�'f,ey7�,x3�'R ,''1'»irj�"�; ''�t�r�-si, [{.� /• , S i .i h i � ? .! a x S.C r ;,wt'y+r] �y'��X rt �,j yi.l -',4�i'ht.! ,r?�'^�?-e'c:�.'2'`;r• f. '� ” .. .,�'�. :. .'; '..`�' t j .. . ,' �,r ysd{'jjif.rp.�r1.�,1y,`1•:�+.,uJ )F�� :;�,�t �rr fY: ''+ k;.'t,•:^.,1,t:y pt rr.,..eE ..:}' r�t ;.. .. ,, .,',; { ;' :'� _I ..<R f ..,rti.;t: l<,�?. :C F,• ..t Ae 1i"C?� T i , ,,G.•r�44''#.Sx.4t � ,j .:,ti£t r t .r . t ..,,,r+�.rir +aa,ca.taNi'dtt,,.f.,..•,�•�oxnt-:.w...,,,, ..,-»•r.w,•..,w...sr.r...M.........:.,,>..e-.ntne,t,•,,aNt=rtrew,a•,n iiita.,..a.,';,..,i«......,:w,,.�,«..^,.ww,...n.•' �iti�iiak+Me4Y'�r.S.ua;L;lab,„,_,.a.l.>F�t 7t:'��y,y��`T 4��t. Al ;, r }, WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI M } t e 15 clean surfaces to receive nameplates. "f " B. Degrease and cl P 4: C. Install nameplates parallel to equipment lines. D. Secure nameplates to equipment fronts using corrosion resis tant screws and adhesive. ,,,5>#L;, y<:,, , In areas specified as process, filling or packaging use stainless steel screws andL7;4f �?'i adhesive. E. Secure nameplate to inside face of recessed panelboard doors in finished locations, a,t F. Embossed tape will not be permitted for any application. G. Install electrical identification products as indicated, in accordance with manufacturer's written instructions and requirements of NEC. H. Coordinate identification installation with surface finishing work. Where identification n,, qlj is to be applied to which require finish, install identification after completion of "P't'''"` o surfaces re `Fa5:0"(,kf„.4�,1„ it Lti J, aintin I. Comply with govern ing regulations and requests of governing authorities for identification of electrical work. 3 3.2 WIRE IDENTIFICATION :.. A. Provide wire and cable markers an each conductor in panelboazd gutters, pull boxes, tn outlet and 'unction boxes, control cabinets, air outlet boxes, operator control stations i and at load connection. Identify with branch circuit or feeder number for power and „ '.R!•Yr ;;.� lighting circuits, and with control wire number as indicated on schematic and wiring '" { `: ,;';,.,_:. r`;Y 45 diagrams, equipment manufacturer's shop drawings for control wiring. 3.3 ENGRAVED NAMEPLATE SCHEDULE A. Provide nameplates to identify electrical distribution and control equipment, and loads served. Letter Height: 1/4 inch. Minimum nameplate height: 1 inch. Provide text r..t matching terminology and numbering of the contract documents and shag drawings. '�:�? f:,. ' Provide signs for each unit of the following categories of electrical work. ��. >;f; gn g g �� 1. Electrical substations. till”. 2. Major electrical switchgear. ' y 3. Switchboards, panelboards, electrical cabinets and enclosures. 4. Access panel/doors to electrical facilities. { 5. Motor control centers and motor controls. (New motor control centers will be P . -�' f.L ,• properly identified by the vendor.) 6. Power transfer equipment. 7. Transformers. C5-4199-00 16195-3 ELECTRICAL IDENTIFICATION RO—3/19/01 }[. '�' 'r, ;3•i:Tr"ri' `•;l°:. """„"'.p, -q�Wx�f+![M9'!K1,,,� ''.'•«'.:'.,-, 5..7 .i!, 't F. >:a`txts'°eN'�'i�;`'.s,.:.,+:.,:c J, 't,')'.,.e�T7F�t}it!'� •tl .t' f"''S t ,l / r ',�tf'�'•� ,'y . ';,A ,,,�' .:1•: 1, r' t.7.�q k i� ��+' •,4 '{i�'-•' s.t f•}`;',t'.Ct'?t; �.a»:+}e,r•I•-t(1E ,r.0 ', '.rt, :t �i: �,;,r^'t-,.a.e.r;;•„ E1'erF.Y•a• .„��;7?,!" rt"4'f': :•s3, 'i ''"'>ft ri.-r'..t �.,,:,;,.:�i�'t, .".'�,<;.xt5.a1 .:�1j? t,�?•r�ri +i�.• ;r'r,.\:`:,?,t,.' :;`•< '.r`.2.,<f.a,a,,..a s t :!' ...3a.;, •i tr. „J4!vl rV CIS mot'. :,; , �;, ri t. :F N7 rvt` r.d <-'e,{.F'.i J,tr!',+•ir,;. ,. .7.t, `,1 ..4 :p } rft:'r.'n' „r. •>it v'.:•I,ceo- !`d, Yy?�4 Y 'fk."/. •',t(. S. }.yT't ,r5 tott,, 'l,Z.. .t.' 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P + .Y 'r� ,p5 y`" .r =� e t... � ,;.1 � x Sw,y.t ryr ?,�.f ti +•..t rk � ). i y''.� i t b'dL�. ,F' 'iFi< . ..d. �� 4ll}+r.�Ci tt"I ZzA 't. � �r.t'SCP:A•.t f.tr.t i�'£�.;) i�,([ _ yy i t ... t c .x y't [" 5 i ,YSy'* K �, ,t 5.,{f✓,Vii. ..... ...i 1e..119f+.�+i w,. »e......... .. ...........F:v r..a..w..s e.n n♦ .,-.+ t i .,'. (� " al�P t. Ga.�. �,+.Yf.j;i -'}NSJ '�. �t� r S,:�•;}}�t(fir `, WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON MISSOURI ' II s r[t � ro• ;' 8. Power generating units. J . 9. Fire alarm master station. 10, Security monitoring master station. 11. Field assembled or existing-relocated control cabinets, air outlet boxes. 12. Push button stations. 1.3. Disconnect switches ' l4, Push button, selector switch, pilot light p and etc., an push button stations furnished and installed by Contractor, shall be equipped with a legend plate engraved with device function i.e., "Start", "Stop", "Motor Running"). Manufacturer's t standard oversized legend plates shall be used. Letter size on legend plates shall not be smaller than 1/8 inch. a ;I 3.4 IDENTIFICATION MARKERS SCHEDULE {� A A. Provide identification markers at the electrical equipment and end user loads not r 'rzi''<:`'fir formally accessible from the floor such - has: : .,„ a L Wall-Mounted s. Counted transformer ct run. 2. Bus du 3. Bus duct plug-in devices. 17 r7 .' 4. Fluorescent and high intensity discharge lighting fixtures. ".A' 5. Exhaust supply fans. `�.,,. rY irk'; 6. Pleating and ventilating units. 6�,�' ?�k<, 1�••�>. }�'�'F:a' F„ 7. fr�i•4:S?�y1 t�g{'ahF;;jd'r.hF,14'!i;tr''•i'i Air conditioning units. z �;,{ '•�'. 8. Electric unit heaters, etc. ;- B. Provide numbering and abbreviated text from contract documents. Lighting fixtures `Y.n' y Wile -F' ` g g ;;�4 t g tin YJ shall bear identification of panel and circuit number (i.e., LP4-8, meanie Li g �[ Panel 4, circuit 8.) 44 ,. y•t � t. t.t'{rYj��.,Ay Y•Y�^'fith.: ri C. Provide identification markers showing voltage levels and phase at electrical such as: 5 distribution equipment •�� ; �;�;;N. Switchboards,panelboards, electrical cabinets and enclosures. 2. Access panel/doors to electrical facilities. 3. Motor control centers and motor controls. �J. �,' 4. Power transfer equipment. � 5. Transformers. {;1 6. Power generating units. k. 3.5 UNDERGROUND CABLE IDENTIFICATION °r 4�. 140 A. Continuous underground-type plastic line marker shall be located directly over buried line at 6 to 8 below finished grade. Where multiple small lines are buried in a }' ' r common trench and do not exceed an over ° ' 411 all width of 16 , install a single line markers. 9 C54199-00 161954 ELECTRICAL IDENTIFICATION ` RO-3/19/01 j t� ; '�{;y�va �.[ .,yj�'.':+:Gi".,��'"•�c,^•'�y'�Vi't•Y:.' f.,'...:,..�.�.%,�v;w�o�,dQ!R 'NYRIfj1 �C!n`!"' ^.fT,Y r'.1.�iii�'::r.�.rl{�1 .r� 4 Ziy•fi y i1 S ' YrI.�C�f{f�''''�Y{•';}ry�g�9`�1�1.�t 8`�)�t R•�kY�"R,•3 t'i i 1(:t'()A},'fit,•�f 4r`'�(,�tI t��p:3tifi�¢U,i t�6ju:hr;,"+,`f•+y'}•.4"r�i^''��:S[.�t r�4rYSt�1�ty.Y,5 h.1,t�{1yi�,,.S"}�'°,t�y�•.4 l,��<w�i't�-•?,?k'�n:r�;{Pe,z}y i{!r 110 (r•!..�b:..a.,?,�r�{yU.}.W�M.�.,tA'1.{q!..'Sri^;}7`�v.s::r�>K]}'7..iir f'!�f.(x t r.�4.S.':ijt'!t,i�i:{:1 y��r{'i J!r[�r,t'S�"�,�tJ't"",i fat�y.,V 7 t y,"?,{�t:�,ru:j�{'zi t„i(1�t��}t?.'Y>.e7 y w,.,Y..,�piro;y:,i.*!.,,.',1fr1 t,'`J',t k.,..iij t�.J.x;`�f��'}'k}{C�a.6�.y,x}t�.t.�'�`J n!Y�k'.I1.+�,'i+.�it 4,d,�s,ii.``',<k Z��T y t".n.[fr}p.tL.t:/��'f{,2i.:J i�Y:.t}��f t}r 4'^,.+V,y'{;.F,',�t',;,'u fi t`rii.^vt,'�,•'yf i:r).,�P>f'F.h M FY•.F a;t;.i;,r,cFF{a�r=.t{'?{,b}y.s{.t.f<j Sa a M..o-�f�<{R°,I]�p P i.t.i,Y:�.i,.,,.�r=}t E,.,:i'�S};F,r=tY+i,.Y.:#�tF<r�r tt,.C v rr yl F'.t.y 4 t i,S[f(<3t.Y}4�*,;�7eJ+E!y',d 1.1��.,:P K y n l r t v 5te;.i.C:'1 S C..p t1ir�'.j{�3,yitNi e'�C��T[,�t'l}Sty't]•l,,r�5'M,4-kt';.'4+Y t.1+�!i`r k t�,�.��`fi,j,}tt�}7tP'..^,�`.y�.,�"a'�t1,`.r�.r r td't<t3 t,y''r,�R.j?r}c„.,''�;t9F'J'a,:'�1r4�,y?'t.:.{,r,d,'��.'��2 r"�"".°,a�z..r�yiP}}'(ty.y" 4i 4.�9 � ',. 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'u )t �;tr'"rz ye, t z+�l�t'a ,{.p. � E ry+ta` � �;�!!.��jjt"" #��;tn j''�k��'r�e�4 i'{ i �{ t {;t ;•..; 4 x, z� r !{,,`�``t{ }t''Yt��.''� i� �'�A' 1 `t;' s'•1t.> �, 7 jt I t•;i1 -n' f' i1 i 's r �e t. t. 1; n, y �`� C''• t „r(s, �a a": F.(34. !{ S. yi ' t ' 'r r ia,' � t ' 4' �# .z x, { �� .j, F4�? .'t;r` •.�i';j,,,', t, f4 r+ ei i �' fir t t .ft .z f /: ,.i �� $i`?.2'1tr{1'�,Sr•5�,c-:�`4�, �{'^�t,x#`if �%� �'",�;...x'4 •.nn �•A!`�, �;. '�yxk�1;✓�5�F�z�l Etii+�.?�`i,.�+ A#.��!t r k,r� .z.�w`.;`ir ? 7 . .e pi:.,`-YS i r �A;'.. t,. .;+.+��d�' tr�ij +;tt.C'�{i.?d{'t+„� •`f, s. t:�y�� -nn�,, ,N��' _.,�'. 7.Y .,�^ { ��,�Srs? �' 4t x. } �r rt�.�',st,Jt th�+u,.d � rr t � '' ; 1 r , t +� f ri tt t�t'•q�i/w'KSMQ� g,. 3 s -�""� �:?.'!�`�2E;t7�;..t;�;s;';:.t qtr..`.'''?.,s+.'k..t«Hretrw+�lf�,'t1Yld�t�??14Y.+[k/Pty'.14t•.4�r�.Kki..lw1WVr1raKk '�au:�Air�rNrMi'3yY1�Riil k'Xf�tts"��6n�.wr`:;�.ii:�lik�SwA++rt+w WATER POLLUTION CONTROL FACILITY EXPANS1ON CITY OF JEFFERSON, MISSOURI B. Install line marker for every buried cable, regardless of whether direct buried or 5;"?t protected in conduit. _ C. Coordinate underground cable warning marker installation with back-filling work. 3.6 MOTOR TAUS a �{t21, A. Provide tags for motors. Attach with seven strand stainless steel wire to the conduit or ;�. cable fitting entering motor box. ' } '•-<,t.• END OF SECTION 16195 110!0,,�.•:,fi. Z r tz@t: L:•r4� r C54199-00. 16195-5 ELECTRICAL IDENTIFICATION J . 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'a,ft } ` r to ��,�`,i°/'+5�:,2,�.7.. ht.( f' t � n,,' 9, �M1�r�w7w{v.:Src.1t's.J'..:,4.r..iA 1.rJ�:`... ...,. ..n...........,..::::.i...,w+NO•«,o,k YAY:i..-fYrrt,7'M+N. „+.i..b. t Y r.•c. w.a.s....,,._...,...... .. , ' I+Av:,.,hw .' ., sNt a .�n�r,.t'33jt�µ.7,�J41':ry'� �"j ` .. .. °tt r M..nh»'rr,"v +>Sn '..w.. vr•tr+w�r?tr'kr!sih?*[A'f!t.Y.+1 ,•a.1+.:.tt••-,w.n[,�h.,.,a:w,H.YrfisiiS�.N�r�.t}4,9nie%rC'eru«d...rua"fi., ��r -.�� ttyy WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI r' 4 rrl l GF(f� SECTION 16264- UNINTERRUPTIBLE POWER SUPPLY s; r;.,;{rt��, ,:,, frill t�eai`-tt�i�•;�?;{ .''. PART 1 -GENERALrS�S tJ{ 1.1 RELATED DOCUMENTS p I: A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section. t� 71 1.2 SUMMARY yy r A. This Section includes three-phase, on-line, continuous duty, solid state static-type UPSC ''� i installation, complete with transient voltage surge suppression, input harmonics reduction, rectifier-charger, battery, battery disconnect device inverter, static bypass r:tif•"'' transfer switch and the following features: 1. Internal maintenance bypass/isolation switch. �;iq a >^ 2. Isolation transformer. J 3. Basic battery monitoring. 4. Maintenance-free batteries. ?t a: wF 1'h,shy ;'i•� ``"'"` B. Furnish a complete umnterruptible power supply (UPS) system to provide high qualityt`r;`.. '" '''_" 3 ; �;�; „• AC power for sensitive electronic equipment loads per Contract Drawings and these t;t�, tits.-. • ,.. specifications. 1.3 SUBMITTALShx �lt " 4.. y5 A. Product Data: Include data on features, components, ratings, and performance for each li uninterruptible power supply component indicated. B. Shop Drawings: Detail assemblies of equipment indicating dimensions, weights, ? iNn components, and location and identification of each field connection. Show access, 't workspace, and clearance requirements; details of control panels; and batterytt� µ arrangement. f �' tixsi 'I 1. Wiring Diagrams: Power, signal, and control wiring. C. Field quality-control test reports. ,;a,• D. Operation and maintenance data. 1 1. A complete set of submittal drawings. # � ' C54199-00 16264 - 1 UNINTERRUPTIBLE POWER SUPPLY RO-3/19/01 { ilk .lrr9 �y''�': tj;,1`.S1h"t1{vr:V't�'i`j-tro�}JtFr,�i�A��:s'1.'f1�:3::^;•Y.! Six;?, uwtt•,�M1�prri�ai 'Yw?'u^, ',<.: r �'.s;� ,�`'i� .y.r�r'^et��„>,....... a>. u:.�,rsy..•f,,l�tta{v. ..�t","i`'jJ'�'•t�r:5�}. Y r � ,1i+n.k �;,�tt 1�(',y...tta ,C r:k ��a3,`l.x �'� ""S#'r`.(t+ ,'�t,',;i7;•. S.' { .,e ! w'7. 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V. •. .�" X77 �j}S Sft' r�� rttrs'it�- t •r k t z'r� .St WATER POLLUTION CONTROL FACILITY EI'ANSION CITY OF JEFFERSON, MISSOURI > ru ECM£' zl 44$5 f£s ? 2, One (1) instruction manual that shall include a functional description of the equipment with block diagrams, safety precautions, instructions, step-by-step .s;ir7'a`;t operating procedures and routine maintenance guidelines, including illustrations. 1.4 QUALITY ASSURANCE A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in ```' ,r NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, i and marked for intended use. ar{ r 1. UPS Units: Listed and labeled under UL 1778. �1 1.5 WARRANTY t `' it ti til',r,aw,.} Sd'i. t A. UPS Module 1. The UPS manufacturer shall warrant the UPS module against defects in materials and workmanshi for 12 months after initial start-up or 18 months after ship date, p p p � .�r whichever period expires first. k' , Al � B. Battery ,�'�i' �� •tIt yr.77.t+ �T,.�• �.•1.; 1. The battery manufacturer's standard warranty shall be passed through to the end � tt user. fpxr`��,. �. t�;a, yi.:.r.a: 1.6 QUALITY ASSURANCE ` x,r`'Js ,,i; it �.} �Zt H� 89 �Ie+tY Sa�'4T,`•.r4f.. A. Manufacturer Qualifications ( �;u�� bt r: 1. A minimum of twenty year's experience in the design,manufacture, and testing of y� solid-state UPS systems i5 required. The system shall be designed and 's , s� manufactured according to world class quality standards. The manufacturer shall be ISO 9001 certified. r� B. Factory Testing ' I. Before shipment, the manufacturer shall fully and completely test the system to assure compliance with the specification. These tests shall include operational ._ discharge and recharge tests on at least a one-minute battery plant to assure guaranteed rated performance. >,{ d.• C5-4199-00 16264 -2 UIVINTERRUPTIBLE POWER SUPPLY RO--3/19/01 r , i�tti2tl.�'�`";it;'i!lyrt��,s"',2`r,;'v,.,+i;{:,i:r'."�!e� gw�•+�`.1rn,�'t sri�ti ti`"+i`c'1�1�7:;0"�';S1'.� r;�+:A P,,,5,•.`•'. r; •_K: ! ,j S, i ;'•;;',';;'dr � P'.'�'r �.is l si�,. $ ��iyryt �� .t:tt � •}, 1 t� .t •e `� 1etJt��R ,'4gg" !ef,{y1Sr��'it tf{,.N s "fit fr 5.6y stir.$r}1��f.f N�..S.,.,Y;,,•'t:��. tii St{fir�FCfY' y.YY",�ti-,.t'�`r J,.fh�A{ . ' " :�r+,�`> 5�'li;�eF��e�" `'41tr�.; ';':n'79'�i yS `. �� ist ari '�,u k�i�jt'�ert"r tunsha,r' � 1%Y'{,t= 'a „ i #� R•�� z `��''xK } 1T 1A�+ ,� r r 1 tr.l t ✓,', r '}f� •;,a�.} Yy,+`;�f1>z 11 tt:r'. ! ,! rYw t kjt in''uf! tVi�.j�'{t } r. R 5 t+ " 4.° t �ru,�,yy, ..tri, C i3{ jt J 5 Y ?ff rr � tt 4r rc t rf .i r, ! rJt 1Y?z ti tr($f�: �f�Fdyt r•. 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Jti `,v.. ,t... t: ; i. � ! v v -OM p � ;rtts<... :r.'�"s!.'�• 'e', .'1 •ic'.t'(,+"i','"}rbj�! fc.}'T�U{tx%t •�,.,�t>� t rl .�t.. f 3 '✓r,,t.-.r.,t d-�f.J;'vf{�7i 4fi rfa � � 7' .i,�3['aF.e"r.F^'e'fr�};{:.7'i'6� t?�}+ryt It '4i 7y r} i. ,t ' i: 'i. .S y t� "rli�.:�F ail.T�.4�`'; � 'Qs •1 ,� ,,Y..R [!• .�.4.:..,.t i.rp2+,Yr.<NI1 ftlM,MSf.r.S,v.eww.w.....«,....:_+.,......-i.. .........,..w,t.a, ='E,lK•Y.+i•w , .r...n....,...1...,_,_,..a1...r..J.:v..-.-,W., #�eL.Lara^• .nJ,♦ yy,�, ] i.:L.il'rL.oi...+,.f•..uf...,,•,"te i..,-..`_e....:.. ,: t .t.,..,_•.__• - ' "1: �k' •�. «, r Viz.±, r WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON MISSOURI PART 2 - PRODUCT5tk'„trY['Yf 2.1 MANUFACTURERS ' A. Manufacturers: Subject to compliance with requirements, manufacturers offering , ; products that may be incorporated into the Work include, but are not limited to the 'Pr following: 1. Liebert Corporation, Series 300 UPS (basis of design), or as manufactured by: 2. Powerware(Exide Electronics). l 3. EPE Technologies, a subsidiary of Square D. lk 2.2 SYSTEM DESCRIP'T'ION rk117' A. UPS Module lid.s;,. 1. Voltage. Input/output voltage specifications of the UPS shall be: .r a. Input: 480 volts,three-phase, 3-wire-plus-ground. y 1.rA !:!r3jaZx b. Output: 208/120 volts, three-phase,4-wire-plus-ground. r['P • , j �rtji' d. Output Load Capacity. Specified output load capacity of the UPS shall be 10 kVA at 0.8 lagging power factor. t ,f! 3. Field-Installable Power Upgrade. Selected systems shall be able to accept a field- installed power upgrade to the next highest power rating without an increase in '1 cabinet size, as follows: -;-� �„ t•`,, a. 10 kVA UPS modules can be field upgraded to 15 kVA ►* ' "�' iii�� •}y"i e h•1f ? B. Battery Cabinet rf: '.?Aw oaf d ;eFt ? '. 1. Battery Cells: Scaled lead-acid valve-regulated. 2. Reserve Time: 24 minutes at full load, 0.8 power factor, with ambient temperature VIM rf ,. between 20 and 30°C. •Y�, 3. Recharge Time: to 95%capacity within ten(10)times discharge time. C. Modes of Operation „• '�,,f;y 1. The UPS shall be designed to operate as an on-line reverse transfer system in the following modes: _•,� Mfr"q,. CS-4199-00 16264 -3 UNINTERRUPTIBLE POWER SUPPLY RO—3/19/01 ; � a ii2, �n Yi '� A, .i,W.[.rr�-."tft;, .t4 ::�1.1`1!' i.i.,f�+,Ri'd�ir•;yY...�1?c r N s S„t''!�M''u :i r,r'.•:^;,.:"7r �- tz. f{r, r.{}'r''i ii.. '~:r n•.,,ft IR i ta,w:.,Lt:nf}<•s� .si`3, ' ,`ta' f. �, J G`•,r s of:.¢y..i�,.trt ;M1i .,,ia.'� 7;.•.Ay�(t ,x'�'�::r"t �;�,i„7=y.a',}:C�:;}.<:t :y,,;3 sit rYt....e(��11 ,<1 t<t..ySF.} rl. 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' ?,� 'i s! ` t t ,��. r�. t t r i �,k �,�� t.t�'t�.•:, t `��F t >�, �- F :� .,��.I ��;�S;,yi�,;v t?;irt?;.`.(,7 p?!,t i. .r :$.�, r,.t ,t ,: :, �y zj..t.t�x�ty°it,t.°3�':aa�;"�;t�:i•��.`� t i ,fit i �y ,1{, l4rs^!{.jt s:Vw'ifX7 "S�",� .7 r C; 'i��`:'s,r•N. ink, r Y. tj.,7 t .:'1 s ' 1� n....�y+ 2 �. .F 'i ;GrrK"`� rt;,.•c;t�*t era <e.�. t 4 .f S , U n V-y..pjt<G` ,r, Ly^,t" .L �. rr t t��i•:� '� {,t-r rt 4 t t 5� 'a` .s - , ) , r .: .,: � .».,_., ,.,.._, .t �. .• 5 1: A`f�.�...Lllla'LQ+cYF.t�''1w�� 4 f ..:.w+,a�Y,ZVi tW.Mra2cf+'iM�ri MiN]Ae.� ..a.wrW�.s1r✓>li.M1MNrtAtY/.Md.T.M'�AMZ�f.'i%M. �� , .n.M+bias•Jt ii%.uY.+t.t.r-.a...tla.,w...+..,;«, a..:a.s>.M..._o.... }'>�sml:tf••Dt1S•:.nts, WATER POLLUTION CONTROL FACILITY EXPANSION :�:��{xt�;��S;�; CITY OF JEFFERSON MISSOURI S I a. Normal - The critical AC load is continuously supplied by the UPS inverter. �i ° ° � R The rectifier/charger derives power from a utility AC source and supplies `- r:r °.r+(,••,_� t DC power to the inverter while simultaneous) float-charging a. power ' •3 r reserve battery. ! ^� •n b. Emergency - Upon failure of utility AC power, the critical AC load is : i supplied by the inverter, which without any switching, obtains power from the battery. There shall be no interruption in power to the critical load upon failure or restoration of the utility AC source. ?•; C. Recharge - Upon restoration of utility AC power, after a utility AC power outage, the rectifier/charger shall automatically restart, walk-in, and gradually assume the inverter and battery recharge loads. d. Bypass - If the UPS must be taken out of service for maintenance or repair, or should the inverter overload capacity be exceeded, the static transfer ' " • ;,�, switch shall perform a reverse transfer of the load from the inverter to the5r bypass source with no interruption in power to the critical AC load. 2.3 Performance Requirements ,: ' 5 A. AC Input to UPS 1. Voltage Configuration for Standard Units: three-phase 3-wire plus ground. 2. Voltage Range: +10%, -25% of nominal. .,��.• �'� � ., 3. Frequency:Nominal frequency+ 5%.4 4. Power Factor: 0.90 lagging minimum at nominal input voltage and full rated UPS output load. s"'•`S fr. 5. Inrush current: 800% of fiill load current maximum. ;,t,:st• 6. Current Limit: 125% of nominal AC input current maximum. 100% of nominal for optional generator operation. «, , f`yr,r.. 7. Input Current Walk-In: 20 seconds to full rated input current maximum. Field = ,� ;::;�� selectable S or 20 seconds. jbs sbr. ..•A' 1��r 5 f,'F�Th4'1 7f ' 8. Current Distortion: 30% TIID maximum at full load. An optional input filter shallw. rY;. be available to reduce input current distortion to 10%THD maximum at full load. 9. Surge Protection: Sustains input surges without damage per criteria listed in ANSI `h) C62.41-1980. s r W; B. AC Output,UPS Inverter. y: 1. Voltage Configuration: three-phase, 4-wire plus ground. z, 2. Voltage Regulation: . a. +/- 1% three-phase RMS average for a balanced three-phase load for the c combined variation effects of input voltage, connected load, battery voltage, ambient temperature, and load power factor. ;X ,i {U4yl C54199-00 16264 -4 UNINTERRUPTIBLE POWER SUPPLY ; R0—3/19/01 :".J'.,a'il•`:i ! J".. �. 'Yt�4��`.' 4.�'•.. ro k t r;Y kb Y,b 4 .'�{ .�.iL krt h.ti C`r,t�� ,r nh. 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E�,v�� ,.ii�'l ;•e��t,�l=1d t"wrt;J��w,•;hj,�l fe,41�,r, f,,, 7 ;. t t .I.�l�•�,.t,x,rY,',5F�V7 rrn nAr.:w nsi,,.s � �. !� 9i tu's r ��,,��1.itri te:i�t :+';r�ai' i ''�t ,'ti.` , ,. d �ys .5 J' r';r ?�r:.`.?:f,'{';ilia.•�,Yrk PY 4 .>%r,. _.. . . - .... ..µti .+s.:c 1<a vwx?.rcitx�rs•o e. .,_, �.a.a {i.�ad{ d�+JKiY:ruura3nE}tt�.i �:}vv ; ti 'v �' r' R'+;�3w'ue»�t:SZ.�:9x,ti,.�;,r_�.if'Y,tl ., ......:?.,............. ....,,,,,,,...iw.iw,.,•nt?+•r.u,.s.o .. It WATER POLLUTION CONTROL FACILITY ENPANSION CITY OF JEFFERSON, MISSOURI ''"`' t G` b+ +/- 2% three-phase RMS average for a 50% unbalanced load for thet !' combined variation effects of input voltage, conn ected load, battery voltage, ambient temperature, and load power factor. {{ fiz, 3. Frequency:Nominal frequency+I- 0.1%. 4. Frequency Slew Rate: 1.0 Hertz per second maximum. Field selectable from 0.1 try:, to 1.0 Hz per second. 5. Phase Displacement- `' k'e[ t4 i. a, +/- 1 degree for balanced load. ��•7 b. +/- 3 degrees for 50%unbalanced load. s` rirr ' 6. Bypass Line Sync Range: +/- 0.5 Hertz. Field selectable+/-0.5, 1.0, 3.0, 5.0 Hz. 7. Voltage Distortion- a. ",s-•<err ��?r�Y��y`t��r.,. 5%total harmonic distortion(THD) for linear loads. j°Y''' " b. 3%maximum for any single harmonic. z $. Lead Power Factor Range: 0.9 leading to 0.5 lagging. 9. Output Power Rating: Rated kVA at 0.$ lagging power factor. 10. Overload Capability: +A a. 125%for 10 minutes (without bypass source). b. 150%for 30 seconds (without bypass source) 11. Inverter Output Voltage Adjustment: +/- 5%manual adjustment. 12. Voltage Transient Response: i,'•5 ; a. 20% load step +/-4% b. 30%load step+/- 5% r ;f C. 50% load step+/- $% 1t d. lass or return of AC input power+/- 1% ?� e. manual transfer of 100% load+/-4%. ? + ,s „U rt �r Sri 'r a ' xt= Transient Time: to tivithin 1%of output voltage within 13. 50 milliseconds. f•` ': 14. Voltage 'Unbalance: balanced load to 20% unbalanced load +/- 1%, 50% unbalanced load+/-2%, 100%unbalanced load+/- Fr fit;• +' 15. Fault Clearing: Sub-cycle current of at least 300%. is 2.4 ENVIRONMENTAL CONDITIONS A. The UPS shall be able to withstand the following environmental conditions without 4�, damage or degradation of operating;characteristics: 16264- 5 UNINTERRUPTIBLE POWER SUPPLY P,i f..4C54199-00 r, vx RO-3/19/01 ` l; ®R '�1 ;f•+T,••,.t^-?r:zc. ,:.r e. *'��..t"'.. .t, �ti,.0 r�' �' aM.. , t },,a� .t" ..? �5 i• `� � i .i, ,t,�.. fit .cr+.� �t�!'nr ih, 7l 4 tl'tiS X11° ,^-k` 5, a. .e�f',+, r• ••k +tY i,�• ,�• t,��. ;? �` fr' •� a.. f.tct5,`:• �r *}a yy .,Xr. :k .�' S� � ':�• " SS. 1f1 `•e s`k+ '�;' :C,in.-far ti.''1.A r >r(;},rk{4•�,.� ...t!?•h L✓w r.t' l;rv.. L,\, .z•, •..{• r`'Y .t r\ :� Est ry';r. •}„s!'.•,!t• eN! 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E'.1;�'?dr��J��,7.%�lk'..t:r';:sff t�itr`r:..�,iwnini.:Lt4k;,�w+a%u+`w�.aw..J�,ru......,„ .,.,.e,. .:.,.s .. .».._.«w.t b..�r•l.,trs:trN-.`.rr,s:t.ec,..,•e,-..ww.,.r...Y,.....,...,, .. .., r....._,..-..rr..... ..r�.w ...� .§t. 4.'V �o- S4 T WATER POLLUTION CONTROL FACILITY EXPANSION r:{ 7 4�:z °3 CITY OF JEFFERSON MISSOURIa� 't ' Y c 1. Operating Ambient Temperature: " 'a a f a. UPS Module: 32°F to 1051F (O° ' b. Battery: 77+/. 9°F (25 5*C), u , x.. ,I•r; ' 2. Storage/Transport Ambient Temperature: -4°F to 158°F (-20°C to 70 1C). � } 3. Relative Humidity: 0 to 95%, non-condensing. '," . 4. Altitude: a. Operating: to 6600 ft. (2 000 meters) above Mean Sea Level. Derated for higher altitude applications. b. Storage/Transport: to 40,000 ft. (12 200 meters)above Mean Sea Level. E 5. Audible Noise: Noise generated by the UPS under any condition of normal 4 operation shall not exceed 65 dBA measumd 1 meter from surface of the UPS. 2.5 FABRICATION F A. Materials , { r.e.•ft. y t II.:I 1. All materials of the UPS shall be new, f of current manufacture high grade and free }},d,,�� 'T'•zt4,,1 from all defects and shall not have been in prior service except as required during ,,51� ?fir' tick` •r .`_ P P q g �, ,{��.� factory testing. 2. The maximum working voltage, current, and di/dt of all solid-state power � components and electronic devices shall not exceed 75% of the ratings-established '.; £ "' ' y ' 4r•� 'Sfi by their manufacturer. The operating temperature of solid-state component sub- ,a:' COQ i `J vI ky"v, assembly shall not be greater than 75% of their ratings. Electrolytic capacitors +, shall be computer grade and be operated at no more than 95% of their voltage rating at the maximum rectifier charging voltage. '? B. Wiring : 1. Miring practices, materials and coding shall be in accordance with the ' j '' requirements of the National Electrical Code (NFPA 70). All bolted connections of bus bars, lugs, and cables shall be in accordance with requirements of the 7 � . National Electrical Code and other applicable standards. All electrical owes � pP P ,3 connections are to be torqued to the required value and marked with a visual ; indicator. 2. Provision shall be made for power cables to enter or leave from the top or bottom " of the UPS cabinet. A •;, CS-4199-00 16264 -6 UNINTERRUPTIBLE POWER SUPPLY RO—3/19/01 L. k�,.,r.� ",�•,"rZ7,`'.•�`• #1,4 P"Y!` t�y+� 'k`t� '^i''is t° fs• I .:+r" i .� t ? tt +, 'v Y^ •�, 4,. ( . ..� !Y �><� fi f,�',1, `�;,rr fi,.T rI r�'<•''!'ll t ht'yy7• ..;,'�r '; .a s t'F t" rS 4*t rC, '' +4s�ir n rid F t t t.�Se c S Y• Ys*"'. r° �1, 1' ��.h 1� 1�r :Y,.j•s'1 e �'' rr ( f� is,# s+w�I ><v i�dr,c�7 4. Vii. � . 9 x• .,s ,'<��"GT �"�} �brlK'11�54�rV)r°�4°"��s"a�+r�}Yrt`�'�y�a�,J'�i�r,�i�x C$$�'�t�r+3th�,YYt i�'��Y 7.' 4F jt`i r�'[��{:i��+��a:jfi,�2"_�rr'''�Ke�IY��', -z Y" a.,,c �Z r '+f i +Y 141#i, f y k 4 Z lCx. ft f tyFYrf .T,(4 7, 3 A. k5 yx f(!+r a, r„t�J §U� t} 1?r:F t'. t.l* i:}'ia 5 ;ty i •.a. AS,rt= i,• 'I ,, ra. 4 '' s�'�''✓. f;:{ i y.t, 9:r i`�: }.,.; � a�}�f 1 S%-y s7 i:r i ,� ! �'< t 1 kr''l” i� t +' t• ', �.'•{�� f I �}1+�,s-r' _ � f:S•„rr i� ..r>, r1�;^ p,�,'�}:i�}[•'istiS<.;1�'�I��a��f7x'yF.gii'�f:i�:u�,5.'�F.�;t�'Y.rk xt ijl5,q.r,, Ij. I t= '1 s + �i',,2=?:�� .c.f,>:s'itkj,��yr'1"J }F '1� 7 t. iA�•,k,,J� i1i "2 �9. .,.) ,r4't.1 .?�..1.,., y� f YfF Ik. �\ Ia:�','I: .l.,t�c�,F i l .NS�f�til�� .d ��1 ,�'�i t�t:.rs rl'�4 ,,� ,.1�'�?'x"YS+�i.,� �¢E br fir:..'{} i� r"' r.. "'r ',T .i ? ° �:� k'+( 4 .�zn::� Y'r; .��•'..; r ' f}y .. .. 1 j (Y�,.r`s.lt!� xl S. ri f r 4 .;t¢tr j.7 4'�S�'}',r tY}G3d!�'� { '�• a "e x 'r..�' m,. ##'aq`� '„rah-�tr,.-.'s?r?:t: l is i 1 1 X t fi! r t ,r};,: •A�r''it-�t5`•'Sjr 't+;.s ,F�,+S3 � �1 � Y.L r;} {f• ].'�['^:i. y."i�.>p. l,:�5�{q,}i%L .'r.:f�: y,, s.', ,( 1 c 1,*xih ? .�i .E'S✓}iw 'yY ..r�i.a5; 1 4q t5�,�i.r h' %f' 'j, 7s. •`y. +,�.r},-`TsarX4, �f�rt1. .y.x'f '",i Y4.'i,1;it 11. t; s { t �i r.Y�t .�✓r`�, F�.f �^,� A�'d `{. p ry�+�J j....�}�i{. 'iii ur; .�S,�r ''�:�.�4M1,aS;f�"{•','re....�::.{tt r< Y .2 s , r r s 1. t ? 3 t�! J;y, 't`�iyy�a�"�' f� j. {i''-� : t.: '��t tirpS }pS,!{.21>i1 r> t s'ytr zti rr .:u. '�7 r � :i r'$:5. :k,='t� t5;1{fit `�3�i r•�,� ;>> qKr. Y'A'!S, ;r �. - 354: ',�c" �YY�c t 't t.: • ti • a � � .,. ,.. ,-.... ..�. ....,•,,.+ 'en,rrhafeF.'vts;!aAZtrrk.4ri'vwlw,a..,...;'.:, �.,., .,,.....,.._.1:..r,...,,4�:.:.�rlYr7.tsA.u+:�r.+:cr�ct�iH?Y. r^lu �� '� �,. t ljit Crv�x.Jif'::ll, ....t:i,.ie. .... .......::. ...w._....u.d,wm•*+r�•z_FwA91q,.h:frtr.STMr,\.rrw...,.r,. ..... C.'t ,�pp y4 U'9q,�� }Tj4YJ`. Y t �([�'S.•!'�' _- WATER POLLUTION CON'T'ROL FACILITY EXTANSION _�{-`� �•;=�L=�'},:. CITY OF JEFFERSON, MISSOURIq'' ` e r' ew (.5r }, j' 777, f t C. Construction and Mounting 1 r The UPS unit comprised of rectifier/charger, inverter, static transfer switch .it maintenance bypass switch, and transformer shall be housed in a single free- t standing NEMA type 1 enclosure. Cabinet doors/covers shall require a tool for ; . gaining access. Casters and leveling feet shall be provided for ease of uistallation. 4 -° Front access only shall be required for expedient servicing, adjustments, and installation. The UPS cabinet shall be structural) adequate and have provisions r` ? Y q p for hoisting,jacking, and forklift handling. t 2. The UPS cabinet shall be cleaned, primed, and painted with the manufacturer's standard color. The UPS shall be constructed of replaceable subassemblies. Printed circuit assemblies shall be plug-in. Like assemblies and like components shall be interchangeable. �,.: ,�• io-rj t_r'[7:}•fir`"�'1�'�'•'' D. Cooling ;`% 1. Cooling of the UPS shall be by forced-air. Redundant fans shall be used. Low M1rt,��' velocity fans shall be used to minimize audible noise output. Fan power shall be r' ty P P provided by the UPS output. V : r 2. The thermal design, along with all thermal and ambient sensors, shall be coordinated with the protective devices before excessive component or internalr, ,t� , "t'I�� '�=' cabinet temperatures are exceeded. t�, .� E. Grounding h t k 1. The AC output neutral shall be electrically isolated from the UPS chassis. The UPS chassis shall have an equipment ground terminal. Provisions for localzr"� j'� ' bonding shall be provided. 771 2.6 Components ' A. Rectifier/Charger �b 1. General: The term rectifier/charger shall donate the solid-state equipment and y j ,'�,�'�,•�;rl. P controls necessary to convert incoming AC power to regulated DC power for1�" input to the inverter and for battery charging. The rectifier/charger shall be a . � phase-controlled, solid-state SCR. type with constant voltage/current limiting ; control circuitry. ' F,;, „•` N 2. AC Input Current Limiting: The rectifier/charger unit shall be provided with AC r i " `( h input current limiting whereby the maximum input current shall be limited to :. 125% of the full input current rating. 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S 5 t !, + _ .4 .f pt t. } , rt I, `aµtwuriii.,}i'Fx�iiL�+r./:°a.wiv�'�Xtd•�'r�-^'t'�� h�tNltttHiti!�xnr+m,,.,•.::,,w�...�.,,,.+..-»..drnrr*,ruff+,�Ln•aaa�.ti,i+•.• ..�•s.:,«.wr+ ,._ ._ ...•.__ �¢.. t t WATER POLLU'T'ION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI :Ytyk = ' 125% of full load input current. In addition, the rectifier/charger input current S limit shall be automatically reduced to 25% of full load input current whenever � �,tin''t�ET•�iik'<j:a a543�.t�t t the critical load is powered from the UPS internal maintenance bypass circuit. xf .. 'i-=:•,�x 3. Input Current Walk-In: The rectifier/charger shall contain a timed walk-in circuit ;aY t interval 's that causes the unit to gradually assume the load over a 20-second time a after input voltage is applied. Walk-in time shall be field selectable for 5 or 20 seconds. li ' .N.. fl•). � 4. Fuse Failure Protection: Power semiconductors in the rectifier/charger shall be ht. t fused with fast-acting fuses, so that loss of any one power semiconductor shall not cause cascading failures. ' 5. DC Filter: The rectifier/charger shall have an output filter to minimize ripple voltage into the battery. Under no conditions shall ripple voltage into the battery I exceed 2% RMS. The filter shall be adequate to insure that the DC output of the a : : rectifier/charger will meet the input requirements of the inverter. The inverter shall be able to operate from the rectifier/charger with the battery disconnected. . 6. Automatic Restart: Upon restoration of utility AC power,after a utility AC powerk,,k ,y outage and prior to a UPS automatic end-of-discharge shutdown, the rectifier/charger shall automatically restart, walk-in, and gradually assume the 'F' inverter and battery recharge loads. Upon restoration of utility AC power, after a utility AC power outage and after a full UPS automatic end-of-discharge 'j shutdown, the UPS will (customer selectable) automatically restart, performing i the normal UPS start up walk-in. 7. Battery Recharge: In addition to supplying power for the inverter load the �r.� rectifier/charger shall be capable of producing battery charging current sufficient , to replace 95% of the battery discharge power within ten (10) times the discharge r`+ time. After the battery s recharged, the rectifier/char er shall maintain the battery rY g g 'E i at full charge until the next emergency operation. 4+ 8. Overvoltage Protection: There shall be DC over-voltage protection so that if the 61 DC voltage rises to the re-set limit, the UPS is to shut down automatically and g p Y initiate an uninterrupted load transfer to the static bypass line. B. Inverter 1. General: The term inverter shall denote the solid-state equipment and controls to convert DC power from the rectifier/charger or battery to regulated AC power for supporting the critical load. The inverter shall be a transistorized, phase- controlled, pulse width modulated (PWM) design capable of providing the specified AC output. 2. Overload Capability: The inverter shall be capable of supplying current and . voltage for overloads exceeding 100% and up to 150% of full load current. A :' status indicator and audible alarm shall indicate overload operation. The. UPS shall transfer the load to bypass when overload capacity is exceeded. 3. Fault Clearing and Current Limit: The inverter shall be capable of supplying an � overload current of I50°/a of its frill-load rating for thirty seconds. For greater =} currents or longer time duration,the inverter shall have electronic current-limiting x r� C54199-00 16264- S UNINTERRUPTIBLE POWER SUPPLY ; RO—3/19/01 t Y't•P k��' t 4 kq t,d rM?-,,. ;�L ur, i,_ C�5 r F Cot' {..:i1:.<i;'".,'J !4r r { :�55,.y.y? '`P 4 v. � t .7J•�' i t'r n" s .•e {r� ' ��yt�F'vio�. .1 t{lt�tr,r{4°$�{�i,y}r'�`�;;'S`�'%•5�?� r .�tr`la�t, �,.,i,r S Ynj,,� 5tij'Y'.;(.�,,t��ial��.�3,�.4 �ai�'), r i c t ",We il,/k..•rr, Yf a,ai�,t , t.wj' .', ty 1 h4 G{t Z s! ir.+:9 r i 'r t'4 i . 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Inverter control logic shall fit t t. 7,1l3r,xh$Yt sense and disconnect the inverter from the critical AC load without the requirement to clear. protective fuses. 7-71=-, 4. Phase Balance: Electronic controls shall be provided to regulate each phase so that an unbalance loading will not cause the output voltage to go outside the specified voltage unbalance or phase displacement. 5. Fuse Failure Protection: Power semiconductors in the inverter unit shall be fused u, RW with fast-acting fuses, so that loss of any one power semiconductor will not cause cascading failures. 6. Inverter Shutdown: For rapid removal of the inverter from the critical load, the inverter control electronics shall instantaneously turn off the inverter transistors. Cti; Simultaneously, the static transfer switch shall be turned on to maintain ;,fit � - `:° continuous power to the critical load. t" ;- `e r r#;;.,f 7. Inverter DC Protection: The inverter shall be protected by the following �'` i,f ` disconnect levels: ,,•4f a. DC Overvoltage Shutdown ` „ � �; � b. DC Undervoltage Warning (Low Battery Reserve), user adjustable from 1 to 99 minutes • ,' ,' r C. DC Undervoltage Shutdown(End of Discharge) Yx ((l�i�F ',i4 at r i•, 8. Overdischar a Protection: To prevent battery damage from overdischarging, the + ca UPS control logic shall automatically raise the shutdown voltage set point as '��,� discharge time increases beyond fifteen(15)minutes. r! � 9. Invertex Output Voltage Adjustment: The inverter shall use a manual control to rr,io�i�r�� adjust the output voltage from+/- 5% of the nominal value. '°- 10. Output Frequency The output frequency of the inverter shall be controlled by an iZ;l'r 4:` j oscillator. The oscillator shall be temperature compensated and hold the inverter � � t' output frequency to +/- 0.1% for steady state and transient conditions. Drift shallf �i { not exceed 0.1% during a 24-hour period. Total frequency deviation, including short time fluctuations and drift, shall not exceed 0.1% from the rated frequency. 1. F' C. Display and Centrals Y't [fir .y '"•�.;��'•. ,�. 1. Monitoring and Control: The UPS shall be provided with a microprocessor based unit status display and controls section designed for convenient and reliable user �,!'a• i s 'c"r'r ? rovided as Part of the eration. A s stem P ower flow die r am shall be P rt.. ;s monitoring and controls sections which depicts a single-line diagram of the UPS. t .`. Illuminated visual indicators shall be of the long-life light-emitting diode (LED) ti '•;n type. All of the operator controls and monitors shall be located on the front of the ry , UPS cabinet. The monitoring functions such as metering, status and alarms shall be displayed on an alphanumeric LCD display. 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''� i�� •.;i �' k°•!,'k' It •'} I(r .C7 r., 'G �^ 4 t f k = V.§ a .'tt.. a� 3 .'`• +Jt �,�',W r�l2i'' .c Y 5. .:rf'L„',.>�t+ <, 7 { y ",A rr ,.s:.r�(y •.'•h,y,llh.,t t tt= id .; r<. +., r - stc it d ;a}r:�;i.t, tra'4;1r +,,1'.�f S �`sEt+.`.�, :c ,� t�, .t'�w x, � ,a�'s'x,}."�� +' AS,�3 't4. v. :; � ... � •-. ..'. �� , .'.:�� .c t.z, '.. t ,: �.�.,,.�,l.t, 1..?<A. f``"+i y5.. I�. S^i� b1?Y�...n44:t+<J.�n�orui:u..d.S....yc� ,ar+.v..w�...i,. ,., .._,.e..i..r..,n.4,�+,�:MI.+m�hV�HA2,•+MNMk>i!MWt•JHV/nw.oiw..rw,«tL�..,...a:a t.�.Y:., ( ��t +t� .>.x....+val.,;a;�:twu:1,+,.:.w,rw.dw+nvia#We'd�Y4aIRC�lMf11�M�� id r r Zi WATER POLLUTION CONTROL FACILITY EXPANSION ` CITY OF JEFFERSON, MISSOURI Ik�r 1 a. Menu-driven display with text format. '" b. Real time clock(time and date) r C. Alarm history with time and date stamp d. Battery back-up memory rt , t fj a' 2. Metering. The following parameters shall be displayed: fit' .1 a. Input AC voltage line-to-line and line-to-neutral for each phase b. Input AC current for each phase ' C. Input frequency d. Battery voltage e. Battery charge/discharge current f ; Output (, g Out ut A voltage line-to-line and line-to-neutral for each phase g. Output AC current for each phase h. Output frequency i .:; . e 1u� i. Percent of rated load being supplied by the UPS j. Battery time left during battery operation 3. Alarm Messages: The following alarm messages shall be displayed: !. a. Input power out of tolerance 4 : a� b. Input phase rotation incorrect �, ' K ` k y l' C. Incorrect input frequency � w . � I A r; d. Charger in reduced current mode `k e. Battery Charger. Problem ' ' f. Battery failed test g. Low battery warning (adjustable 1 to 99 minutes) �'�� s'. a h. Low battery shutdown �' '�,i ' 'Y•��,;�', i. DC bus overvoltage j. Bypass frequency out of range k. Load transferred to bypass 1. Excessive retransfers attempted m. Static switch failure "rt '1 n. UPS output not synchronized to input power '+ o. Input power single phased I.t p. Input voltage sensor failedr��, ?}y' i. q. Inverter leg over current in X-phase j r. Output undervoltage ;raj s. Output overvoltage t. Output overcurrent ..; U. System output overloaded s V. Load transferred to bypass due to overload !; W. Overload shutdown { X. Control Error Y• Critical power supply failure �f n� C54199-00 16264 - 10 UNINTERRUPTIBLE POWER SUPPLY l; RO—3/19/01 , �; ✓-! 4LI tFYT321�y U^1+:;T1•; F �2te. , f{' t _.;ii.�r"�. a`a'>3-'y�f 1�r�,x(it`r v;��,,..�,��:.h�$ir.�rh,'{'!A..`{_'t''�';�'►.j t;,'`•��Y�d r��;.,1,a,y,.��ra lIF�J t,��G 4'.t��Y�,'�d'J`y.i t.�,YjA l;{!,n,�.�3.I7t�kf},t;jC Yh,iy(t t€,N,v��x•,�Fe6+r ri'�.'x�`+aYj•;tA1{,.;�?T I�:�x"��iSn+r�r u,{.jn`pat r'Vr.'%�,r4':7;art r:'r<}r�'!r`!t'�r-:j,�}trd?;}r!i u,tt4"S;ti..rt,7t..',ts��!`,r{Y,,�3..r r„I>t':�J."siwr`Y:i},r.v I it J}'b fi�r�';..t'��t I5.t 1'�irs.S.,W,ri�r�p c t r�Jr,.f f�,r�tv y,,��id`lc 5.�i f l.N.fN�z y�w,r.,t-t,r\�3,'}fy1`w3�a„:,`,y'"N'Y 1r A ' r f . +3 � , ,� I` }' �%�'+ ' �t``f. �t✓-!f.��:v'',,�,,�f;�ta�x •'`ai,r �� § � iifU'•. 6-,r.{.�, .,ti� �;�+V+�t.2t ✓�)q):y,�'r ��f } *,'�aS t;a s 4'"� � .�'C�'e�,.;+rt t ',�'i�t.. .1 ,� - �� .Ft S 31' �. >, ;} .t r:1 /, AA 11 z '�..`�k��1' if '.��S'�N'� 2'�f Y>�� ' ro.i,7�^t...�IU't r .s- tut.te r.¢,{ t F tr- � �;< ^`r,u• t A. ) ';t ;�4. i er I ; 6u.: 0 4 Y.Zt I!!illy 41, q If. ONTROL FACILITY E WATER POLLUTION C CITY OF JEFFERSON, MISSOURI bi"I'� z transferred due to internal protection Load aa. External shutdown(remote EPO activated) bb. Fan failure cc. Overtemperature shutdown impending dd. Overtemperature shutdown An audible alarm shall be provided and activated by any of the above alarm con- ditions. 4. Status Messages: The following UPS status messages shall be displayed: a. Normal operation b. Load on maintenance bypass C. Load on UPS d. Load on static bypass System shutdown e. f UPS on battery 5. Controls: UPS stai-t-up, shutdown, and maintenance bypass operations shall be accomplished by unit front mounted control switch(es). An advisory display and driven user prompts shall be provided to guide the operator through system menu operation witho ut the use of additional manuals. Pushbuttons shall be provided to alarm s. display the status of the UPS and to test and reset visual and audible 6. Power Status Diagram: A mimic panel shall be provided to depict a single line diagram of the UPS. Indicating lights shall be integrated within the.single line diagram to illustrate the status of the UPS. Two LEDs located on the diagrain shall indicate whether UPS input and/or output power is present. The diagram or visual confirmation of the UPS operating mode. shall be color coded f 71 7. On-Line Battery Test: The UPS sliall be provided with a menu driven On-Line Battery Test feature. The test shall ensure the capability of the battery to supply th power to the inverter while the load is supplied power in the normal mode. If e the following: battery fails the test,the system shall automatically do a. Transfer the load to bypass b. Restart the rectifier/charger C. Display awarning message d. Sound an audible alarm e. Retransfer the load back to normal mode 8. The battery test feature shall have the following user selectable options: a. DC bus voltage threshold (pass/fail value) 1A 9. b. Interval between tests (2 to 9 weeks) C. Date and time of initial test d. Enable/disable test C -4199-00 16264 - 11 UNINTERRUPTIBLE POWER SUPPLY 5 RO—3/19/01 31A PWA44Q�;A' 1�.' q rr.r' m-xl' M""! R�" wn .1B -p u"g 'A; T ..;y;: :,,� {�ZS.y ,�:. err. ' r 1i< 'j,fi � rf '• `' . yt„d�r'�+i�'.�R ..tn{�yxA 6.�''��`x L .r're�: rt, .,�r:r s., s s :�+ t yaf' '.r'.F,,.1 Sa� :i ? �i,,•J,C'-F,ti t.i�` � i ��4fl t!'.� .s ,• a ':. � , r , z n yt. � i.c+S i t 1 r r-` .�"� ?� r t�`�u.� � r�''""i' � ��,�•}�{'�'�t; h�7tS�-J.1''ti,i�t Yt .t'S t At P t l.. `v i:` / ' s,C"�.y�._Jr'h�E��l��,k�.t%�7ti Y'�',i'r.�,;i`i".'6 § i. ,.� •�, NS,t t.�'��.�,�'Y� �`ry�t r�}rf.�ft�;33:'{� .te•¢°'{.f: ' '' .. r .. ,. 'i' '<s .`r 7* �� xy ,�tc.(<r 11 t�. '�r� '�'`.y,.�r+`s�y4 '�}i�• � _ f t SR;:�YRf i"rylhrry� 4 >, lSta}tar f�i) irr� r. �J•�}f'i�{�,rrl, . � 5 5V d '.A 1 y •e r `Ay.� ? ..,,�,t;'y. s .{4y :;V�7y:?f. ' .� >. r,,.,,',;J., t.. } r r '. .�;•.' `..6f:{.r;(.;9.4.` l�:r?�i;i �f"�}�..i. ,�$$.7 �,1{y�7jJ E ,t/ ..;f�•y#y,�.ir ��'�':S.• ,J:. .,, e. . � 4...:.•!' '`. „i},' .i/ 1 i :.r� tii'�2hr,:'(��s, ,.,�i' x.r, iy f. .�i'ty.i;C',a,ir.s:i •rftyCO /4Yr t.{-. i?..h it F 4 N 9r silkYt 7.rrS�o-1,i #2. � �Sr z' tb'.t.' .� bx:yritirA pi .{�cFr h :ti tt t r ' 7 't ;:�k ?•,r� ' � �y+ye � lY�t;ztj :s .S `,s,tt, <}cSrts' �y ;: !z `•y t �fr j r 3S ¢ ,[ '�j� ',,RL yt {.J '.ji A �,;}�.` !I. 4' +r 'r,.'.t ' µ • :! .c. '�l.ta' .( it �st. +��.yj`�I� �(t ! kf'. kh�.>ti3�r�.iuwu.E...! ,........,i.... ...W...„,...vr.,."... ...,.,_...,... .. ........,...,., w.rxArnawv». r ..E.....,,..,..nr«#e Jiti.AVU�i�f►Y�J'�', l�. F,l�`s,t q t, WATER POLLUTION CONTROL FACILITY EXPANSION ;:,,�E Fk,�',•S'�= CITY OF JEFFERSON, MISSOURI :i.' 'v ns, A,` 9 F�r i)ri'tlyy'i D. Static i tatic Transfer Switch 1. transfer switch and General: A static bypass circuit shall be provided as an integral part of the UPS. The static switch shall be a naturally commutated high- ' speed static (SCR-type) device rated to conduct full load current continuously. v x' The switch shall have an overload rating of 125% rated load continuously, 200% .; rated load for thirty seconds, and 2000% rated load for two cycles. The static >� transfer switch control logic shall contain an automatic transfer control circuit that senses the status of the inverter logic signals, and operating and alarm conditions. This control circuit shall provide an uninterrupted transfer of the load to an alternate bypass source, without exceeding the transient limits specified herein, ;. when an overload or malfunction occurs within the UPS, or for bypassing the UPS for maintenance. 2. Unintexz u ted Transfer: The transfer control logic shall automatically turn on the I AAM static transfer switch, transferring the critical AC load to the bypass source, after ' the transfer logic senses any of the following conditions: a. Inverter overload capacity exceeded .f. b. Critical AC load overvoltage or undervoltage C. Battery protection period expired t) d. UPS fault condition 3. The transfer control logic shall inhibit an automatic transfer of the critical load to the bypass source if any of the following conditions are resent: a. Inverteribypass voltage difference exceeding reset limits b. Bypass frequency out of limits k.,� x%�.R(u;'i ,?- C. Bypass out-of-synchronization range with inverter output r r��x.. ' >„y 4. Uninterrupted Retransfer: Retransfer of the critical AC load from the bypass J� t, source to the inverter output shall be automatically initiated unless inhibited by manual control. The transfer control logic shall inhibit an automatic retransfer of the critical load to the inverter if one of the following condition exists: r' a. Bypass out of synchronization range with inverter output b. Inverter/bypass voltage difference exceeding preset limits C. Overload condition exists in excess of inverter full load rating d. UPS fault condition present Tub;• E. Maintenance Bypass Switch : 1. General: A manually operated maintenance bypass switch shall be incorporated*. q into the UPS cabinet to directly connect the critical load to the input AC power v . i source, bypassing the rectifier/charger, inverter, and static transfer switch. C5-4199-00 16264 - 12 UNINTERRUPTIBLE POWER SUPPLY :y RO—3/19/01 ;n , f �i)'(�;' %.h it !{ li „•fir r p t .i�;ita`� y 4 o-Y�'7'�iry7d' r Y'`s` r ��s .> , 'l14. Is.. :.d'. .a rr. t, aL .r •3Y�.�' � f '•n . '?7. .< e v ?',{.,f de 1i.*",;.,iY. ��?'c f1j'r'+ i ,; Y-lt'T.'� .riH`�j:(jyt�F�.y,Eit .�NIt''S. 3��r� `s.c '�f x.11 }. `I ry 'j ��.. 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SM”^'WHW't•,it,.,.4YtJi1 ..+ ,.,•..... .. ,...._ ...,e ..wwvFrS.,..r+aap,HrN...,.^Rhl'st,>,..'Mf",..A Nn,w,:hw xNi M+,w,•s.n, ... .....,. ... ,n.. .w".i+lMr+tFSY Wnr Y t.�n.,. Y>a. .E%t�.r!R`+.Wbw,�4r.•. .,.�..,.a:,:....:�..u.i:w r:i cR+`N{gxW. liEa.'a:ii�, N l iwti.r,i v'�t};urli:n� +apy...0 s s 4 a' t.fl S st [ F WATER POLLUTION CONTROL FACILITY EXPANSION ' °l CITY OF JEFFERSON, MISSOURI JA h' 2. Isolation: All energized terminals shall be shielded to ensure that maintenance ;f t4 ,11t1 personnel do not inadvertently come in contact with energized parts or terminals, A means to de-energize the static switch shall be provided when the UPS is in the maintenance bypass mode of operation. krfF <s �itTt�;��t 3. Maintenance Capability: With the critical load powered from the maintenance bypass circuit, it shall be possible to check out the operation of the ;�;,�, ,:•:.i. 4 rectifier/charger, inverter, battery, and static transfer switch. ��''�,;y;'•' i`�,7 I F. Battery Power Pack <% y' F'll 1. The battery power pack shall include sealed, lead-acid valve regulated battery cells housed in a separate cabinet that matches the UPS cabinet styling to form an s integral system line-up. Battery cells shall be mounted on slide-out trays for ease hall be included for isolation of the battery ., ,,#•, o£maintenance. A disconnect means :; s�4;,;.•t� ��, ;' �Y,y r ttt.r i pack from the UPS module. Casters and leveling feet shall also be provided with �.; the battery power pack cabinet for ease of installation. (i. Isolation Transformer An isolation transformer shall be included. The isolation transformer shall be a v' delta-wye configuration to provide common mode noise attenuation for all system operating modes including while on bypass. In addition to the noise attenuation _w ' feature,this transformer shall ' '' s,'r,•.;.j:' a be provided for the following applications: a. Operation from delta utility configuration. b. Voltage configuration with line-to-neutral loads on the UPS output where ' i� '.,✓, an input neutral conductor is not supplied 2. The isolation transformer shall be -factory installed inside the UPS module cabinet lt� r• r1u on the input or output side of the unit. , .. 4r� '1' H. Remote Contact Board tyy,,, 31^,,•, 1. Isolated Form C contacts shall be provided to indicate a change of status of each �flt:r ',:; x f'� of the following conditions: ` � s; a. UPS on battery alarmtp b. Low battery reserve alarm C. Load on bypass alarm F �;efa d. Summary alarm ;r • 1,j e. New alarm - a separate alarm for a second summary alarm ' :ry I. Remote Status Panel �»»•' h I A remote status panel shall be provided and shall include the following: L;,, . CS-4199-00 16264 - 13 UNINTERRUPTIBLE POWER SUPPLY R0—3/19/01 ,,L�rf ar r rt'�'rtr,•r Ycr ,,:�;#T£rir�s-:ji'li.'2_«t'.�`f;�•,4 '.,�'T•;•,,.'""^"?^”'"'Ewa"^", `?+�a''Kg4ttwpwl la9M.wa!r....'+,.•.-•'^--••. ..f ...,.,%«+ ;a..,,f': ei,9iyEi'ifjv't." 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''t ?? •1P d r'r. �,. { a`�{j�r i t'i•.�y* .{.t,t..,re°��, L ':1. � r t ` t[: .;x4, i>,py t�.f��$ Gy�. ri Y'`!. � ) , 77. 1, A. f• it }. , �'{ .,it L {t r ��£ ( r .,y,• i1,t,. r r �xi F'd . a �'1 '�� •r'gt.oes,r,utZSt�,t'`.f � lit- r ^ y+d, ,,r _ { ''' ry j, � Sqr: �^< s� �}�f��u5}�;`�.•,•:��+.- .,!`'xrA j.t t t t t ., +.ttr r.x :wnlr+�w.6°r,.N S.b, «.,w•..m,wig;u...�a...:a«,_t..,.,.,...W:;r.�Wtf•hGiFMiY.••'.A?'b` 3N,`�,'�!�"1}�`s�i '.1xM��•, .�+1�S 4� R t, r. „artkYa�..�..�ifA3w�t3,.tatit} lMsreKa.«n.:r.w.. ....».,.... .•.f,..»..,r,,.,... ..... ., .... rx•n.•„e....a.. ' E WATR POLLUTION CONTROL FACILITY EXPANSION 1 CITY OF JEFFERSON, MISSOURI y' "t"; t 7 C a. Load on UPS LED ` ;' b. 'Load On Bypass LED C. Battery Discharge LED , t�f.f`. d. Low Battery Reserve LED tY ,.� e. UPS Alarm Condition LED f. New Alarm Condition LED (for a second UPS alarm condition) ' `3 g. Audible Alarm with Reset pushbuttons, h. Lamp Test/Reset pushbutton 2. The remote status panel shall be provided in a flush-mounted enclosure for wall mounting. -EXECUTION PART 3 Yet; I V : r ' j 3.1 INSTALLATION A. Set UPS on concrete base. Cast-in-place concrete, reinforcement, and formwork are ^ specified in Division 3 Section "Cast-in-Place Concrete." ,�t17 c ' ;j 11 B. Maintain minimum clearances and workspace at equipment according to manufacturer's ►'`� written instructions and NFPA 70. a.it 3.2 GROUNDING i " ? 'cia�, c fir•' A. Comply with Division 16 Section "Grounding" for materials and installation requirements. B. Separately Derived Systems: Comply with NFPA 70 requirements and manufacturers �; •{Misr, nl� ,E�',;G ,/tj�Qhl instructions for connecting isolation transformer to building service entrance panelboard {: ound bus. :'� �' ur' r y ,��y��'rr.�.�r ytr j' 3.3 IDENTIFICATION „ A. Identify components and wiring according to Division 16 Section "Electricalf Identification—General." ` ' >, 3.4 . BATTERY'EQUALIZATION ,t A, Equalize charging of battery according to manufacturer's written instructions. Record t: voltages. ' �ipt! C54199-00 16264- 14 UNINTERRUPTIBLE POWER SUPPLY `. ;., R0—3/19/01 .ti t !i .^; tt �. }r,; s.? U arI �1r �{t' Y , f �, s r�� n1 2 ; t f{/y"Ma. a'9;y '• h � �,��,r.a+�1V 7:�"=}:� ls+;},��,,,}�rPc:• ��lf L+Ft.{,tr�ft t,rt�,!!j'a� � r{ r' � ^.A+7� "' r .t.jn r� JN�,ryf 41a`�yr4. `f � rT��3 t4 t� 't G.•��' #tf, '�;'::;4,! :fi i, :i ':<� },F C Jr t�,�n >' ..��.YS t y �Tft bKS i�� i Y�{ If+� F'� �'., �,' 1. ti•�w +t)�} •,x �t,�s'"`i�r�i•ti #• :.5. Y{ tjk��{t t .r..+}, '.iY. )7 S r�A 4 .f !+ &f 3 ..t x. tSn�` ' t t;~r.,�k f:� y. t?. �'<. 4 i4v t at £`S. 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S'77 r t '"'r5'*,i Y� =9,I,.. +Sd Je s�Sr,T7T,'�R":;f;�,,%•:`«. r` t ..y 'f. . . 'i.. .l rT i J�_s .r r> f .!'i•;•,�..5} bi �N r•7� „� .,{Y�,..,.. ''gi'•.'i:,r�., t�v„5. .a17�'.+ t`St�( i<'?Y' i' •.'rt yy hilk w. '� t� $. � r WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI 3.5 FIELD QUALITY CONTROL Y 1 A. Manufactur er's Field Service: Engage the services of a factory-authorized service representative to supervise installation, startup, and preliminary testing and adjustment ' of UPS, and to participate in final inspections,tests, and adjustment.,,,. B. Electrical Tests and Inspections: Perform tests quid inspections according to yl manufacturers written instructions and as listed below to demonstrate condition and °•.,.�xt performance of each component of the UPS: ;' 1. Inspect interiors of enclosures, including the following: , 3.;t ' Y; a. Integrity of mechanical and electrical connections. b. Component type and labeling verification. C. Ratings of installed components. w 2. Test manual and automatic operational features and system protective and alarm ' functions. C. Retest: Correct deficiencies and retest until specified requirements are met. r � , 1 ;,;- ,• D. Record of Tests and Inspections: Maintain and submit documentation of tests and inspections, including references to manufacturers' written instructions and other test �� and inspection criteria. Include results of tests, inspections, and retests. t IY hw 3.6 DEMONSTRATION �. i,�r°'' >;< r�__,irt,, f4` � ,`� A. Engage a factory-authorized service representative to train Owner's maintenances, personnel t0 adjust, operate, and maintain static UPS. 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ItV.,ul'r:.�.{::Ti�7T,. .,5✓... ,`5..',(:' .,. ..._.e.,.r..,f,s..;e�+»wNiif:Mkti 4.i•,fffuywerwx. eho.r,..... .,.,..r,.,r ..,...«.,.., ....s,+nn .lei.l.!WNi4a1?a4}`Nweq*„s,....+:r...a....�.......�...,.n...Y;.......,an::.,Y4 .:4''�lstT {ay }1t v ,,[jV} •k, WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI 4 V3 fx ' ' ER ,.• .,�;, ;fir?°;'Y SECTION 16289 TRANSIENT VOLTAGE SUPPRESSION PART I GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary KIN".;r=r;� Conditions and Division 1 Specification Sections,apply to this Section. }, 1.2 SUMMARY 2 A. This Section includes transient voltage surge suppressors for low-voltage power, control, and communication equipment. ,r B. Related Sections include the following: t F " 1. Division 16 Section"Basic Electrical Requirements." 2. Division 16 Section"Wires and Cables." •�:�''` 3. Division 16 Section"Electrical Boxes and Fittings." f;�a �; 4. Division 16 Section"Wiring Devices." rpy .'.s.' 5. Division 16 Section"Panelboards." � 6. Division 16 Section Grounding. 7. Division 16 Section Motor Control Centers. t .. 1.3 SUBMITTALS A. Product Data: For each type of product indicated. Include rated capacities; shipping, installed, and operating weights; furnished specialties; and accessories. .,,. 4 C',{ gy. )-'iii::i,.•' B. Product Certificates: Signed b manufacturers of transient voltage suppression devices ':�t-j'< is furnished are listed b UL in accordance with the following !•",�ti certifying that products y testing and labeling requirements: ;uJ.r3�:N,,,�'�•��: .e�r ,:+ "'err';•��`�`�'F`��''3,� '4F a 1. UL 1283 cerrification. r t UL 14 list classification. 49 ing and C. Maintenance Data: For transient voltage suppression devices maintenance data shall be J, 1 furnished in maintenance manuals as specified irr Division 1. D. Warranties: Special warranties as specified in this Section. r_ 1.4 QUALITY ASSURANCE gk A. 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'''~yi1 �, }fir• u :x.:{.,y' 1r � !!<'.S';:l .;f� Ri. xcrry �?.�r. ",t�rott 6:r�, t( .tW 't'�`\.:.:.�, '!• �`Jx;'A',p.Wf Sr�`'Yl1'4t t}(,{t:+S+ ! S �4 2 (,�i? ..,. 7 r:,,.: + +, r Ei9,;'�. Yi2} �4i�:�A�`�,,�pbt .� �t,��r '� . a,�Y{ i�,,4.�n,,J ,,a..;�j,f�.,x,.,. �rNs ii^:t'" `t' y. ilS,•. ' ' 'zrt + rt �t ?,� t :'d'.`:'= s 'O�a#k# �,! �{t,� ,a +'`�;�:�v l �R,.,. y•, )� 4; ,:��i4'}'2xy�"��ur.;'',y?i—,1. tt j:t r t t ! ( p 'f.t ".i). 'tII d, 41{ :t ,�5? ., ,%£,p.•i dt"#?.i:'t?t V�{� y p=. '3,f',�> {S s y c l-s: -! ( s •� l r t�S;;t•>r '! '�7,��51�' 't' �:Y .�i'i� I�' •t7.C1+,,1{L,$) t �+d}t : .t, i' �.3: , +t ,t`.. + r + t: t .R l�#P,(li{t i�,,.bGk�K�T�.{<'�� 'i''' �� vre�'rt+:><tL'x.....iL{.rkPi:i'lk.f.,`,..i `RC..ir.... .�... .,,.�,.s.»r.,,',R.o•e..wN...< .a..r»a.., f.,_..r.....wn..r.s..a. .',n. ,.,n .n...,.o o.a.n_.,u« .e...w•.e. '', ', .'� ..t !'�' �r > ., ., .. .. l �' t.' <r'• .. ,>.•t.,..w.,., h..,.L..,.«rn�rn!r,d�k?t/'NNyi k' �Nt",�x�. �t;�� ,�, 3't3�.• .$ ,fit kjp �+ y , S•3 A WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI B. Product Options: Drawings indicate size, dimensional requirements, and electri cal ?>' performance of suppressors and are based on the specific system indicated. Other manufacturers' products complying with requirements may be considered. Refer to Division 1 Section "Substitutions". C. Electrical Components, p Devices, and Accessories: Listed and labeled as defined in f` 'r'�'•�rk��i=P'; at NFPA 70, Article 100, by a testing agency acceptable to authorities having jurisdiction, , and marked for intended use. :w D. IEEE Compliance: Comply with IEEE C62.41, "IEEE Guide for Surge Voltages in Low Voltage AC Power Circuits and test devices according to IEEE C62.45, "IEEE Guide. for Surge Suppressor Testing" E. NEMA Compliance: Comply with NEMA LS 1, "Low Voltage Surge Protective Devices". .4 pr f) r t ..�•. r: iK�tyrylr � '� ;1X+pr:'i .ti'1 � �+•i 4'S F. UL Compliance: Surge Suppression devices shall be listed in accordance with UL 1283 "Electromagnetic Interference Filters" and UL 1449, "Transient Voltage Surge i .... Suppressors". ?�i ��t �';;,1•. 1.5 PROJECT CONDITIONS } 5 '_ • P,t��;`.�, �}';art A. Placing into Service: DO not energize or connect service entrance equipment, kU>=tv.�:3�,;,.I,as �;:<•+z`°��`��+t_"':? ' panelboards, or data terminals to their sources until the surge protective devices arety rf{ it installed and connected. tFu ,51 Kris•.•try �'kY t.`ay"r B. Service Conditions: Rate surge protective devices for continuous operation under the ,,4�?r : ; following conditions, unless otherwise indicated: ):qrk ,::< {' y; 1. Maximum Continuos Operating Voltage: Not less than 115 percent of nominal system operating voltage. 2• Operating Temper 0 to 120 deg F. grr } � 3. Humidity: 0 to 85 percent, noncondensing. ) +t` :,1;�g ' ,r.(,,.b, x• rg'�r��tfk34 t, ) COORDINATION C• A. Coordinate location of field-mounted surge suppressors to allow adequate clearances for ;, { ' '• maintenance of suppressors or surrounding equipment. F J 1.7 WARRANTY t5,� A. General Warranty: Special warranties specified in this Article shall not deprive Owner k' of other rights Owner may have under other provisions of the Contract Documents and shall be in addition to, and run concurrent with, other warranties made by Contractor under requirements of the Contract Documents. 5� , :>M J 4 C5-4199-00 16289-2 TRANSIENT VOLTAGE Fca; R0 -3/19/01 SUPPRESSION j' a: �a vV ;t'.," �.'S':RS.� ;f": - f.iK V?fi,°,`<.. 't}Ra - tirrtty:[W'+Wf71`muiTNAM•ww.:.n..1r;''tt'.,... 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Special Warranty: Written warranty, executed and signed by manufacturer agreeing to replace any surge suppressors that fail within twenty (20) years from date of Substantial �;nt:,�„.Y',>s', ;s•j,� Completion. ' C. Special Warranty for Plug-in Cord-Connected Surge Suppressors: Written warranty, 9 ,,!_. �} executed by manufacturer agreeing to repair or replace electronic equipment connected � .,r` to circuits protected by surge suppressors. } N' t PART 2 - PRODUCTS 2.1 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers3t. ~r offering products that may be incorporated into the Work include, but are not limited to, ;t-',.rte g P Y rP r �t. `'.•�. { the following: I�+• �� . `.1 c 1. Manufacturers of a Broad Line o£Suppressors: � S; Vii• a. Innovative Technology, Ina b. Leviton Manufacturing Co. Inc. C. Liebert Corp. } d. Siemens Energy &Automation. 2.2 SERVICE ENTRANCE SUPPRESSORSw� , ,. , 5, A. Sure Protective Device Description: Main Service Panel shall be equipped with , Transient Voltage Suppressors with the following features and accessories. 1. Indicator lights for power ,. lig r p and protection status. ��'� ```��y"�s"'' 2. One set of dry contacts rated at 4 a, 120-V ac, for remote monitoring of protection status. ; '{;(r;:b SxS ,.fit Arrangement with wire connections to phase buses neutral bus and ground bus. { B. Peak Single-Impulse Surge Current rating: 320 kA per phase. fr, C. Connection Means: Permanently wired to load terminals of 100-am breaker as shown f. on plans with leads not longer than 18 inches. TV SS-1 furnished with NEMA 12 x' C enclosure with wiring lugs and is to be mounted on the exterior of the service entrance F•x; <,.,, 1;;?k panel board with indicating lights visible from fiont of panel. ,?ire J,;,, D. Protection modes and UI. 1449 clamping voltage for grounded wye circuits with fx. }R voltages of 480Y/277; 3-phase, 4-wire circuits for 6000V, 3000A, impulse wave (IEEE C62.41)test, shall not be more than as follows: 1. Line to Neutral: 600 V for 480Y/277. ;j 2. Line to Ground: 650V for 480Y/277. ,�}�� ;�� :,� '�' • .;�'w.ens C5-4199-00 16289-3 TRANSIENT VOLTAGE RO-3/19/01 SUPPRESSION ��ti"t t ?�.. 7�•d,.,yAY'•:'2t..:v,:'t.;@�17sa :a�!�r*,?t.tP^"'''.•�+• '�r+�u�+Afi rtn"":' ...�;,.._;.r� �:r"a° rT,j?:.!^-....r..-•^..!,.. !.^"'rSt",iV'sF'E-y^ ..^ptn±! n `.!', Z'W. .t .<��vY�w:v�7,qk_. 'r:1.c ;I i .f2„±. ,f;1:fi'J ..n`,rw.sM��•gi{.'nu'Wq '�j':';}7 I.i r d,.l.n� JL',, i`>,r,,re•°.�tq•.-Jq'."."u.iF..vn.'r'j�T1" ..ity�, 'L�' 'S�;t.},::r `l �{i" x-r••SY'yP,i: F,�.: ;}f ,"'•." :.'t.� .4. , l.,.r,} .ky.. ;'at :xt +y J" ,177?f r. s"'15r! i aqA )X., Y,+,:3:�. t'rr at`iiti' 'r: %-r T•r,,, y.� � � r .,r.rt,,..x„ .{ r r .,r. ! :.`Y.`�. • !Srt t x rar:,.y t.,.. 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Neutral to Ground: 1100 V for 480Y/?.77. i 2.3 MOTOR CONTROL CENTER SUPPRESSORS A. Surge Protective Device Description: Panel mounting type surge suppressors with the following features and accessories: I. Indicator lights for power and protection status. {•M..s, r, 2. One set of dry contacts rated at 4 a, 120-V ac, for remote monitoring of protection status. 3. Arrangement with wire connections to phase buses, and ground bus. 4. NEMA 1 enclosure. B. Peak Single-Impulse Surge Current rating: 160 kA per phase. ' C. Protection modes and UL 1449 clamping voltage for 3 phase 480 volt circuits plus �.�,d �;skn3r 6 equipment ground for 6 0 000 imp (IEEE C62.41) testing, shall not be � 00 V 3 A impulse wave � snore than as follows: }; 1. Line to Line: 800 V for 480 volt. .rwx ;r. 2. Line to Ground: 700 V for 480 volt. D. Connection means: TVSS-2 suppressor a field mounted and wired to the units shall b f d r ;' •..`: load terminals of 100 amp circuit breaker in new Motor Control Centers as shown on �1 ty •7,. plans with leads not longer than manufacturer's recommendation. Nlill E. TVSS-2 units furnished in NEMA 12 enclosures with wiring lugs, to be mounted on thex � y: exterior of the Motor Control Centers with indicating lights visible from the front of the y7,� 77y3'= "fir' control center. `; 2.4 AUXILIARY PANEL SUPPRESSORS A. Surge Protective Device Description - TVSS-3 surge suppression units shall be panel- +} " rz; mowated design, NEMA 12 enclosure installed as shown on the Drawings with the following features and accessories: ,;r}+L] 1. One set of dry contacts rated at 4A, 120-Vac, for remote monitoring of protection status. 4 2. Arrangement with wire connections to phase buses,neutral bus,and ground bus. ' 3. Red and green LED indicator lights for power and protection status. " B. Peak Single-Impulse Surge Current Rating: 48 kA per phase. t, CS-4199-00 16289-4 TRANSIENT VOLTAGE RO-3/19/01 SUPPRESSION j �yri.dy ,,�#S t «y��aA'•.�:Y,Y w}�,�iC-JY,T't4`�Y�tf7?ar'�4•GL,U ryyry,,f..:'A��,'�*.+F'y1'y7!N++,,;iy7;p!.c 7;,'.,{7 K 9,, aS.P. �c{.i`.et.fN.4 u,("�cP`:f',t� ��Ct r„t,t }s. . 3 w}mlIr U S}US Na�t y r?v !!.,aTtMti FiMdlaawwwumHt M1,�',"'^'"'""R�•,"_'`'•,:,r;_v i '�-. r.y..s�t�ti � f t��js;t 7.�I.,S N5.,+:.r��,u N�(«�.�A;t}3 n,�Sr#"1�{."�r:r�^2:4's;�•r t t i..1t 4".¢��r�i.}2' �A:1::£n�,c.� _- 'f- r ' ,Ly1t�f'G„{' l r.:,l�Sr..,..,.1.t�7'��.�/- �` d .a. r• :i. t s 5 1 J.1 i ,3., ii 4 �. :�• .} h �,+f�,� y�Y1�.,�° ,'F. k`T + i t� i; k ri•a'' g:, p �``i s!' 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't�:}t�rK :t��. �cr,�;,�. t , .y }. .{+' s t f< t f ,.' s,L'�'gt �� i;�`� '•l�i�z :'� ty f�r,(,bf`tNft%%i`awt.u.'«...._..,. .', ...,.;f, ..'.'._ ...._....,+ ,,....n•r.:nai-. K,4.,k�?;tM(h_'}^""t4tve ,�.t,....-<,. ., .,._,.,e .. n,n,...... ,.:....�f.!...ts1R1 0?"UVh}.YiN,^'`!f7'h16:hgpK!na.r«NN+e«nw.w.,,,t,2.,tw*.v..;.,nu.Esau.a:,xn:taMaiAM3"]l+'faSjkM.L'iUMwri a»'wVl:[.. L,A '�''•�'` ;i',"'�1y WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI PayP'� ttt�ttt�ti t. t 4• � �F� t, ,Nc>,a C. Protection modes and UL 1449 clamping voltage for grounded wye circuits wi th voltages of 208Y/120; 3-phase, 4-wire circuits for 6000V,3000A impulse wave (IEEE C62,41) testing at 90 degree phase angle, shall not be greater than as follows: e•t ,z r��Vt 1. Line to Neutral: 350 V for 208Y/120. ' 2. Line to Ground: 380 V for 208Y/I20. ' 'f 3. Neutral to Ground: 520 V for 208Y/120. x r 'ilia, 4. Line to Line: 600 V for 208Y/120. 2.5 PLUG-IN SURGE SUPPRESSORS " A. Description: Non-modular, plug-in suppressors with at least four 15-A, 120-V ac, : .` NEMA WD 6, Configuration 15-15R receptacles, suitable to plug into a NEMA WD 6, a sl Configuration 15-15R receptacle; with the following features and accessories: 1. Indicator lights for power and protection status. 77 2. Circuit breaker and thermal fusing. When protection is lost, circuit opens and t • cannot be reset. :�� 1>.EA,, 3. One R311/12C telephone line protector, suitable for modern connection. Maximum clamping voltage 220 peak on pins No. 3 and 4. B. Peak Single-Impulse Surge Current Rating: 45 kA phase. ��',, �• �.:.,.'::� C. Protection modes and UL 1449 clamping voltage shall be as follows: ri.t,s It: , 1. Line to Neutral: 330 V. 2. Line to Ground: 330 V. ;�',, 3. Neutral to t a Ground: 330'V. f� Y�°�`•:"�°:� 2.6 CONTROL AND DATA TERMINALSi�'':� y A. All copper control conductors for Programmable Logic Controller data circuits 4-20ma current loops, and other signal or data circuits shall be protected at the first panel where 4 y they enter the building from the outside. Protection shall be the proper Transient Voltage Surge Suppressor as recommended by the manufacturer of the equipment beingr?� protected for the type of signal line being used. �4?'' 2.7 ENCLOSURES ¢ Y 'A t A. NEMA 250, with type matching the enclosure of panel or device bein g P rotected unless otherwise indicated. ,5f tty:i A; iM 14 •' }� ��,"�'r_tt' �'� t f �'gyp"i 2, t C5-4199-00 16289-5 TRANSIENT VOLTAGE RO-3/19/01 SUPPRESSION ';.. i.�6>!, s •�.�. .� .k a,,:t ",aT i^°"""°'+r+' n 0.'s,i�'t,'�',r:-r. . y 'R - -f r.t.(.a}.rr� `t:r ti{^.��j q{. Y.,.4 .r 't ,' r t fit' t: i .tt ..r '4.r r�12r,{,."?'''i�.Rti..ili riW,.ir Wit: ••-J '.i"rye i A `ixt'S'�}(.7,�f .v i'." a� x;(119 ��1 � �.. •2 Y 7�' �,'" .�i 1 ".i� t f i � {'.{1 F i L' .,..�''Yy} fy {. 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Install devices at service entrance on load side, with ground lead bonded to service entrance ground. " `' B. Install devices for panelboard and auxiliary panels with conductors between suppressor and points of attachment as snort and straight as possible. Do not exceed t, manufacturer's recommended lead length. Do not bond neutral and ground. 1. Provide multipole, circuit breaker as a dedicated disconnect for the suppressor, unless otherwise indicated. ` { 3.2 CONNECTIONS ,< . ! A. Tighten electrical connectors 'and terminals according to manufacturers published XU', ;,. torque-tightening values. If manufacturers torque values are not indicated, use those z# specified in UL 486A and UL 48613. -..� 3.3 FIELD QUALITY CONTROL ,; •' Z A. Manufacturers field Service: Installing contractor shall engage afactory-authorized •R . .a service representative to inspect field-assembled components and equipment ssr�of=J,! r ~ ' installation, including piping and electrical connections. Report results in writing for the purpose of verifying proper installation as relates to manufacturer's.equipment . ;? °f. +r '` = , warrantees. a� 1. Verify that electrical wiring installation complies with manufacturer's installation f3' g P l� requirements. iR, IN END OF SECTION 16289 ,ir e•:. ea li j` Sf3. t3K+f 1 y!' )` C54199-00 16289-6 'TRANSIENT VOLTAGE ,f r`t R0—3/19/01 SUPPRESSION r:T,zi';1"r!s-�;fis.u:e'+.F,s( s tzkj,�,p> ?- es'f ''A; ?e:`'Si�'.., t7,�{.•"xz't '. ';,d� �! ?S{ s:''''},r.::::t;:r •*:xrG:+.,t' j'^;.'1`:a, 'Yna'l5•iV !,sl4.>{,,: `��, x}�,}i-� .'t• ;rP h'°', .'t l3.�•. 'r C.�� "� ."��'.4§'' •{�,f�,��:,3�(t.r.'�1+�,�YS}4 yc'�t..�..(th![[�1..,; ,.��•.ri;,t Ott„ .1 Ys,..Y;, ,_lr;j�r.,r'} r#,��!tax.��,Y�t.�,y�y �t �. �, _ f �� t'�ryas{�, .�{r�l�k«n"`� tH'�'.j5ywt'.'trs.4TStif,��,$,?i i'E"::+Yrtb st� .L�r'�i}lt .it;�.}r Yt��%frs,..k*''1 r`s',1, tty-.,� •i2.�,v^+f�#}.4F.��"'E�ez�+: � .`it '� :�.�. 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WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON MISSOURI iWi SECTION 16300-MEDIUM VOLTAGE CABLE ,; '.. rs� Il+.rolj��y'r�m• 1`r zu PART 1 -GENERAL t:, !+fir• tt::1 ,_��'•.t, 1.1 SUMMARY A. Section Includes: Cables, terminators and splices for medium voltage (15 kV) power distribution of electrical systems. ' .A B. Related Sections include the following: 1. Division 16 Section"Electrical Identification." ' 1.2 REFERENCES F c'�k t•K`i..'t w 'c;i 1 d;Y;'`•'` A. Wiring systems shall be manufactured, tested and installed to comply with NEMA, IEEE, NFPA 70 (National Electric Code), state codes, local codes and the requirements r of authorities having jurisdiction. �t B. Comply with additional references as specified in Articles under PART 2 of this Section. 1.3 SUBMITTALS t t r A. Product Data: Provide manufacturer's catalog cuts and data information for the following listed material. Distributor's catalog information is not acceptable. 71 1. 15 kV cable -90 ! 2. Terminators .� 3. Splices ` ti ') ',. 4. Cable arc and fireproofing tae ; , •r�x�Yti`�% fit 1.4 QUALITY ASSURANCE A. Owner's records: Submit the following: 'rd ix1cL ;> axe, �ik�`;,Y"•ri• I. Manufacturer's certificate of compliance for each type of cable specified. 2. Field installation acceptance test reports. �.t`' •a �rt4� '4ASV {: B. Job Site File: Obtain and keep the following in the Contractor's construction office at the job site: ;yf' 1. Field installation acceptance test reports ? C5-4199-00 16300-1 MEDIUM VOLTAGE CABLE ti RO--3/19/01 .+7f"yi K "41y '5�:,'�'r"° °rr,;''}iYs`^*•dj'.'"•'7f��}'f,•`.'',.+„�"�,',""."•`le'^'^';.'.4,�^;."1�'^,�w.�.«wt�f"'!rrw7�rw;'!7�-- '+.e :t•:i�s,'--*r.{,r,.; ..�.�?' '...e'.,."�iT"'"v�'i, !tr°n�;'�iX1j'P'•x`+�"^ .,. �y' ��t*=: -�r�i .t.st.�.ht�t'.-. 1,zw,'•if,;tb Ei :'t'•:z�I .,,tr...,.o:,•;S:ft:. ��: ,,,f..l E.;r ,:i < ;a .�'.t 1�(1.;.' .'•`"•,stria,,::ui.,.�^�v�'s;�•:j4t»•• 'z` .3's+"7t t,}.§ti? 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Cable of type for which there are Underwriters Laboratories standard requirements, listing and labels, shall be listed and labeled by Underwriters Laboratories and r rfr u r t manufactured to meet the standards of Insulated Cable Engineers Association(ICEA). ri;t r K7� t , D. Gable shall be new, mid conform to grade, quality and standards specified. Equipment ! or materials of same type shall be product of same manufacti uer throughout. }T(: t, ' Yi 't ,karrt* 4,�' f�✓,�, it E. Cable manufactured prior to 15 months before date of acceptance at the job site shall '. `° r'°t not be used. r F. Splicing and terminating of cable shall be performed by qualified cable splicing technicians instructed by cable manufacturers in use of cables specified herein. ! 1.5 DELIVERY, STORAGE AND HANDLING { A. Provide cables on nonreturnable wood reels that protect cables from damage. B. Comply with manufacturer's rigging and moving instructions for unloading cable reels _,.., location for installation. Y(� and transporting them to interim storage and final "r��~� �';•;�a�. t" �; r IS�dr '•rt C. Store in clean, d lace. Protect from weather, dirt, fumes, water, construction debris, ,'`fir , 4k': dry } l , �e�. ; and physical damage. Where necessary to store outdoors store above grade and enclose with watertight wrapping. D. Randle cables carefully to prevent damage, breaking and scoring. Do not install `rte damaged sections or components; replace with new. PART 2 -PRODUCTSC`� "�s '�7 ; trb F i t R r;t. �'�I-90 t 2.1 15 kV CABLE >s A. Manufacturers 1. Okonite Co. 2. Pirelli Cable Corp. , ``.✓ ,''!' 3. Cablec Corp. 4. Orequal r.'• B. 15 kV medium voltage cables shall be shielded, single conductor and sized as shown orz 'r ' ' 45. the Drawings. Conductors shall be soft-drawn copper, Class B stranding, 100 percent insulation level for grounded neutral service. Insulation shall be minimum of 175 mils of ethylene propylene rubber (EPR). Shield shall consist of 5 mil bare copper tape with PP P Y Cable shall be covered with tough minimum of 12.5 percent overlap. h heat and g lta ' �. moisture-resistant polyvinyl chloride (PVC) jacket tightly extruded over underlying ?r} ' . a component. Cable shall meet performance requirements and conform to latest edition -� C5-4199-00 16300-2 MEDIUM VOLTAGE CABLE {rt RO-3/19/01 '1 .,v,..•.^ r'^,1!;' r^•^,!f^`S •!wlf'7#S�MfR°P "°P'..�.N'^ t. }v'- rr4."'f �`�}, y' �•+,-ire,+-,q.«...:n 1 �.�,z < ,r"':;.i�r ' •,G tt ....,... tp ' r ' t: ,r, �"rt �;^;Rr� :i'•1f•;n r„,k}r)i.il;"'i:.:u' t, .r,d,,.1y f. y, 4•.££17a�''r�.r:"';is..a�5.7k< fi'I , r r',�4 !.r. ..i..:,f.r. „r,•r,f '' �. 1 4''� :t4; t•'tc' ..a }g to i.4.iMn�'x'Lx'.1+'. '4: •}•,:'yi..�'. .fi 9.Y'.'i)§x ? rr If b' 1^`' Fira..f•+x1 ,♦ 'Kl°y,;';Y .r .v ,l. 'i' r{:7•. .r.?•,t".:+a,i/� .1.i1;,r1 rft ;yJ t' '{r }«",. `;f1. ZwE. ., 'd'7.�j;�! }t 5•'a,{s l ,. 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A{"..Y:'ixit .';t,..�?�'L2,"�^'r��T•'�.!,ri ydl�•e.r.`[-1Wy4M�X:'NS:,'Ff,��1#,'�.#'A44�'S'4Ntn»r-kx,.v,.,n...wrre�.ti,srtl.•mrf+4k•1,i1f�M�/n':'W`.•q3<r�k1M Y1+,V14ix+:n"wi'..,w'taai;:: 'i'i l' .�!)r, '�]I>•' WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI r of ICEA Standard S-68-516, UL Publication 1072 and AEIC Standard CS-6. Cable shall be rated for operation in wet or dry locations at 90 deg, C normal temperature, 130 'ry A tt r deg. C for emergency overload, and 250 deg. C maximum short circuit temperature, d"'tip":��il,:. ' F t'" C. 15 kV medium voltage cable shall be Oko guard-Okoseal type MV-105, as .,'.r.. manufactured by the Okonite Company(Kansas City, O); or approved equal. '. 2.2 TERMINATORS AND SPLICES A. Splices for Medium Voltage Cables J 1. Manufacturers • a. Electrical Products Division of 3M, Inc. j b. Adalet-PLMk' '�, C. Raychem, Inc. 4 , '"Y ,s d. or equal. 'k� ;'fl 2. Provide in-line splices and tee cable splices for shielded medium voltage copper ' "`� <' cables using solderless compression type tin-plated copper connectors with ' p remolded rubber or sp lice ki t s. Shielde d cable splices shall be capable or normal continuous operation at rated cable voltage, current and temperature. :y„ Splice kit shall include shield adapters, cable insulating materials, cable preparation materials (solvents, rags and abrasive materials), connectors and field instruments. A. Terminators for Medium Voltage Cable , >""t ' f„ 1. Manufacturers a. Electrical Products Division of 3M, Inc. ' b. Adalet-PLM ^ C. Raychem,Inc. af;'t,ry; " r x{ '.. d. ar equal. k 2. Provide cable terminators for shielded, medium voltage copper cable using =r,�; .,•„1 Y h A J,Xv K. solderless compression type tin-plated capper lugs with skirted molded rubber or ��: .tx�� fi«;F• porcelain terminations. Terminators shall be capable of normal continuous ' s operation at rated cable voltage, current and temperature. Terminator shall be 21A, minimum Class 2 termination for outdoor use. Terminator kit shall include ground strap, cable insulating materials, cable preparation material (solvents,rags, abrasive materials), lugs,and field instructions. 2.3 CATTLE ARC AND FIREPROOFING TAPE ' A. Fireproofing Tape: Standard grad, flexible, quelpyre, PVC, are tape, 3 inches wide; s� ,f International Protective Coatings, Inc., Type AFT 30; #M Electrical Products, Type 77 Scotch; Plymouth Rubber Co., Inc. 53 Plyarc; or equal. r!. 4;ri,f a{s� C54199-00 16300'•3 MEDIUM VOLTAGE CABLE R0--3/19/01 '\\ei � .+..',i1'S;t;?(�%"!;1,' 'M.�'t�"S.' 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':t,, .:1..�.,,.r.-,e,w.,tea..,nl r•,.,++,.....n,.._•,. ._«....... ,., ,r,. .,K,.r,.a..,,.,..,,.., ,..,.,.. ,,,,r.. .. A....._.... .•.....'et••"ww,N•1�fdeMa.gS'>pa .X �$�t.. 1' <�agknl, p� �ypty,��.� x}i�y'g•i!jt'its. WATER POLLUTION CON'T'ROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI rwll� , /F '!t',`jk�`fir,•,�r..3.•.d, PART 3 - EXECUTION 3.1 INSTALLATION .: A. Cable shall be trained into duct in manner that will prevent its dragging on edge of duct <1F!'? '`,;. '. �t `.. mouth. This will minimize pulling strain and jacket damage. k.�tf'�stitj{{ B. Pull cables slowly and steadily. Do no stop once pull is started unless absolutely necessary. Do not pull faster than 50 feet per minute. w?, C. During pulling, keep sidewall pressures below manufacturer's specified maximum. gP g P P x . D. Check maximum allowable pulling tension. E. Avoid duct/cable ratio,which may cause jamming. �(. �� F. Cables shall not be subjected to bending radius of less than that recommended b "$ manufacturer. * IT t+r,.1y' (fti a G. If basket grips are used, be sure to securely fasten back.end of grip to cable. Cut pulling 4. ' end of cable well behind area covered by grip. Jacket and insulation materials stretch and areas under and near grip may be damaged. :;:: .•',,: ,i, u,";.INS 1. H. Use pulling compound liberally. Compound shall be compatible with cable being tii "�r pulled. R 1. Protect end seals of cable from moisture contamination prior to final connections. ;� t ,�r_ _i. J. Terminations and splices are to be made followin manufacturer's recommended P g installation procedures. ` ,•rat �-� K. For direct burial do not lay one cable on top of another and allow cable slack for earth :i �'''� 1fx-. t ,ti movement due to freezing, drying or settlement. .. L. Exposed cable in man holes and vaults shall be covered with overwrapping of cable 'xt1 fireproofing type. Provide overlapping in accordance with manufacturers instructions. r Extend fi reproofing 1 inch into ducts. �t � °' 3.2 FIELD QUALITY CONTROL x ' ,�V.�= 1 fr• A. Obtain services of independent electrical testing organization to perform installation acceptance testing on medium voltage cable as specified herein. Testing organization ka shall be firm regularly engaged in service of this type, having been in business for minimum of seven (7)years and shall have nationally certified field testing technicians. uk C5-4199-00 16300-4 n ; MEDIUM VOLTAGE CABLE , RO'—3/19/01 r`'' :`✓ F4. elf• n q1!•t %i •!��tft.. r.^,n.r..^,n +}r ....!.«?r,rrv+rtewmrrwrnv5{•urv.t+:ay+n!�'"'"7' �t:`-,7y^ 4?t ,�. +„y.r•n. r *1.' :,nn r•.•m r,^:"?;d•r�`"'.t.• ^*'y. ,, sz�i /�„�2rr, Y{.'r t,,, ,U"��j'.,�:t.,.�+' .7••7�i i' ryl� .r, ,-S'' I ail t �� !` {x 7", 1'v}!'�t. +'F:Ii�•''t;.:t: '^c l'7 .',�:,,:��'i,l.;i, 1y S' ,.?f .I I� ,�5' r ..>,r.r.'r�t v, f•, ry.' :�U`r fa..' ;�* .4. s� �P. :y'ti,,�`• ,ve .r.. y�'4, .ar!f r t' 7 ,,: a .�:'. �,f..r.. <c`sn,•;••;{i }P6 :. .if r"r`'' r9 t 1 !„ t t :+',.,'t { �f€.E U`..i l,a,•.,ji;�,� � s.'• ' •t "�) ; �,'•itt:!,Y, 'ty%"� �7�3; r".1",s#-ri��•,. 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't�• S .. .. ...'�r +! l�s r:l.•x S€t r �2t➢t��r t� `�2�.-,I:�St 1�'��"t�1t,J/ ;.r':1+ ' x� y.C` wn• ..k .. .. ..,' .. y - r <• atxnV.r .'7= ��y,T ., . 00` ..��. ,�(�i'c. ��T j .rzS'4.��i Y.c 4. .r' +. .S, ,f. .�i 1 l,>.s � S:S i •e,�t ritf,A =`i;4��y� rti�j}r`+'j� .�4. 3�{4ffiuy`;'�' �k;U110 'mt ?(i5^ ,��, .1�'. ..,,. '',j•''trte. ..� ht Grt� ? � +. .t ., ..., •{r .kit.3(w.x4j,i, r�'F � lj `fi fir uk..Li zt s,).Y;^i r �'3 i,t 2..t 7t 3 i r.t,t. h ky4." ai.,�' PS4Yj r ry .'; �++'.^1 ..4v i ar t., x t ,A' , .i 1S ., 4 a•ii,nti?s4 i "S.t"ti:c,1Y,`C''( :k t'' !; )!C�}Y 4f7 fir' x cnt� iu•:�} �. •f t `i c. y. t7� h.!' _tyi, }1,4 a t-J.+F K' •��'�t dati�t,fi�i�,r. t��t ��'k y'tY�' .t:' � r !. [. r ! �i". J:it4i ti tn.t� ?}� .}' 'dy T,4•. ,:�Yj ^� � ' :i"' ;:i'} '2 �4t %c .w r ,. ... .., a.,.. .r .. »..r,:J.,,w+.nS,rrFt;t#a1.kF+•Hn,i,.+a.>'t.,....i..1u..v...,.....,., ..r.i__..,. ..u'W`,;.,r. .ilrti3�,i::s::.1su:4S..#:�'i.r..: is , ,r�S�`tt3�.dai� .at:iuit.;_;r:r,t;._.9. ,L�.�?:.. .r._..4i_r _t„-__..,.i,.„>r,..J..d,- ..uw'nr++: .«m..n.w..i.;. •.-.a._ _.... WATER POLLUTION CONTROL FACILITY EXPANSION >. CITY OF JEFFERSON, MISSOURI £ { ' ' y ., fstr��'i[- •.n. 4, i B. Installation Acceptance Testing of Medium Voltage Cablez�' ''` _�,+ �' FM'rywrMr�� ;471.•}J;��'rr.T,�e�}�.�?},`i,5' I. General { a. Shield continuity test shall be performed. b. Test on cables, splices and terminations shall consist of nondestructive, � :r ': i,,.•Y F i direct current, dielectric tests on insulation of primary cable system using Y>'K:;:' t„ri, G .. ; methods and procedures described in ANSWEEE Standard 400. P”, C.c, The Electrical Contractor shall notify the Owner two weeks prior to date of . tests. Test must be witnessed by the Owner's Representative. d. Copies of test report shall be sent to the Owner and the Engineer. Refer to _�� Article, SUBMITTALS in this Section. 2. Tests a. Test cable after pulling, prior to splicing and terminating. Refer to testing ' procedure specified herein. ' b. Test cable after splicing. This shall be done without removing a n y �'� k' terminations at existing buildings. Hi-pot testing shall be performed at 12.5srl'� �+'t � '` W. • I:=;;, 3. Testing Procedure ``J; a. New 15 kV cables shall be step voltage tested following installation at maximum voltage of 55 kV DC after terminations, splices and stress cones <'g' are prepared. To st shall be run as follows: }, :.�. 1) Apply voltage 11 equal consecutive steps. Hold voltage at each step _ , for (1) minute or as long as required to allow for stabilization of 'Y� capacitance and absorption currents. 2) Current readings shall be taken and recorded at end of each period for .: each voltage step. On completion of step voltage test when 55 kV is .4�L..• ,s. r' attained, time resistance test shall be performed by holding SS kV for fifteen (15) minutes and recording readings at end of one (1) minute and.fifteen 15 minutes. F 1 b. Tests shall be identified as to feeder number, phase location length of + 0 �,1 E .:j7, cable,temperature, humidity and date. 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Drawings and general provisions of Contract, including General and Supplementary Conditions and Division I Specification Sections, apply to this Section. r w'. 1.2 SECTION INCLUDES A. Dry type pad mounted distribution transformer. LIJ 1.3 RELATED SECTIONS �� ' . iy Y1'F�}�i14' 'ri A. The following specification sections describe related work: c�•�'s i� j yl<.. 1. Division 3 Section"Cast-In-Place Concrete." 2. Division 16 Section Basic Electrical Requirements:' 3. Division 16 Section Electrical Testing and Installation Check-Out." 4. Division 16 Section"Raceways." S. Division 16 Section"Wires and Cables." 1,4 REFERENCES I, ><; z r,,'��c•4 R� A. ANSI C37.47 - Specifications for Distribution Fuse Disconnecting Switches Fuse woms. Supports and Current-Limitin Fuses. B. ANSMEEE C57.12.01 - General Requirements for Dry-Type Distribution and Power y,'�,r,�,�, •. Transformers. `4 C. ANSI C57.12.22 Requirements r Pad-Mounted, T e, Self-Cooled, -Requireme s fo Compartmental- 3'p Three-Phase Distribution Transformers with High-Voltage Bushings; High Voltage, h:��'} , t„ G ` 34500 GrdY/199 V 20 Volts and Below; 2500 kVA and Smaller. .a ';;•;�. ANSI/IEEE C57.12.90 - Test Code for Liquid-Immersed Distribution Power, andi. r iAy Regulating Transformers. ,i E. ANSI/IEEE C57.12.91 -Test Code for D n Dry-Type Distribution and Power Transformers. ASS.Ty�� '""4�• p�,tt4�X27,' ' F. 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I + .}}. +.at i; „�r!i.4_».+.<•', 1 i i i a ,. ...t,��LjrG��l Ul�i�t `Y� •��4.y.; +'k:Mf ,, .:, w'a,+,:...::t':...,,� :te`...5,..;...sa..s+...,.ti•!.w!2+I,k.v4i7.[.ndYwxMrrhrn r:.wtin•-a.wow MelrJrnwr«..w/,...u...,w.+.,..v.w:Y,:nnr f+%,St!bFC4.'!J'..I:rd'.1'Od1Ni.�,'Y $,�,'Y.�.Tt`}r�'� a` tit,}�� .a.c NN'rkr.�dx'r.;.d_1.1:". L},,..t.:.iss,::.::+.swtia,L�aa',.....w..r.,.., ...,. rttiilstJ;•, ;ld �<t WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI tfikrt:°:11 G. ANSUIEEE 386 Separable Insulated Connector Systems for Power Distribution Systems Illr1[. Above 600 V. .�"'��"`; H. ASTM D877 - Test Method for Dielectric Breakdown Voltage of Insulating Liquids Using Disk Electrodes. I. NEMA AB 1 -Molded Case Circuit Breakers. {� J. NEEMA 260- Safety Labels for Padrnounted Switchgear and Transformers Sited in Public i Areas. .. 1.5 QUALITY ASSURANCE A. Manufacturer: Company specializing in distribution transformers with three years ?q,�. rx,t.µ; documented experience. GE AND HANDLING 1.6 DELIVERY, STORAGE, A. Store and protect products under provisions of Division 16 Section Basic Electrical ; Nti}kA Requirements," r I��.i1r'`.e}5t^ r�v��2r'�'•f• �� t!�;.�i;�.�F i B. Protect dry a transformers from moisture using heaters as instructed b the ,. y typ g y A manufacturer. ° �i.# , ,•� `nul i2;i9;f•rtr Y.�"rr^�t�1;-;J.�:'.1�•:1 PART 2 PRODUCTS 2.1 AVAILABLE MANUFACTURERS €; '�;*' l A. Pad Mounted Transformers: Subject to compliance with requirements, manufacturers ay offering products that may be incorporated into the Work include,but are not limited to - c7� F; the following: y rP �� •��.r3:•�,�. 1. Siemens S 2. Square D Co. '..ti 3. General Electric Co. Inc. J2";r1 3. Cooper Power Systems, Div. Of Cooper Industries ;'..,` `f 2.2 PAD MOUNTED TRANSFORMERS '") A. Dry-type Transformers: ANSI/IEEE C57.12.01;three phase,pad-mounted, self-cooled , transformer unit. ! l B. 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"c� t tY !r•�,1^"•,.} �- �tv42. � r, .�5;.,,?. ('f .1t...7•`5� :.Y< 4 .T.r t4 -F-.4 •li¢ v..Y i' �� .;i , rt {±` r:;.4.FF ) "t+•r,;< 1 s; d12,3nr 1.5t Idi;,,,,,y .Y,1 x�,{34Y• tk.t.4 y}},. tfi .Y,d, S�NT., ,�. ii t , 4 ,r i At�i p .r�':t:'�',. rl�"s;;r*rrf r '.`sr 2 %`+. v to c t,. t. k •+r)•.;St'rr f `<.;.t' r ,( :,r' ..� �.q. . t' .��'�� W+S,t'.T 4'Jlt�«�,'�fi�.1i:.r+)`• t t,,,t '✓` :,R! ,,4f st b. i..,+ .Yt r;::I;j.•fiis.., !'':J ': yr x ,;tit{?S�i rx `z�5r rti�l�S��„ if•f 'r + }t fi•. t; , + 1 ii:4t'r:t.t�r'''',t`•',rr;��a�t�i'Sl+• 5' .a^��Sh M F� 'tki�`d3«w«,:..,_J:,a.:�xr'r,...>.,, r. ... '.,. , rt.,,.,{•.�,a,.:�..wb.•....?�:�n .vnn.:s.Ma%k<.twa+ ..e..sw.,r. ........, ...... ....^.-,n..,�,...«.....a.,..ua'wN><tt`lo!?•!li}l,±�c iiMtr,�rat�a•r,.w.t:..,.�.�,,.,r:e.�.a.,ub.w:,,,.w.:.u.i�4+l::t+F51wr`..4:iae'1``.r�:,,u+3A�.Jwst�: g��i,�'�f��'�E /'+�..�„ WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON MISSOURI C. Primary Voltage: 12.4 kV, delta connected; provide standard primary taps, with I` externally-operated tap changer. f D. Secondary Voltage: 480 volts wye connected. *'`s,�t'�t'fF.A,' E. Impedance: 5.75 percent. , F. Basic Impulse Level: 30 kV. G ' G. Cooling and Temperature Rise; ANSI C57.12.22; Class OA. 55 degrees C,self-cooled.. t H. Accessories: ANSI C57.12.22 standard accessories and dial type thermometer. I. Cooling and Temperature Rise: ANSI/IEEE C57.1.2.01; Class AA. 220 degree C c{itxu*�;5S ° insulation class with 150 degree C rise over 40 degree C ambient. J. Prim Terminations: Buskin wells to ANSI/IEEE 3 three for radial feed. •�� Primary g EE 86;provide Include bushings for insulated load 4, g bres>lc connectors.i` K. Primary Terminations: Porcelain insulator with clam a connector. A ' L. Primary Switching: Fused air switch, gang operated. r`N _ M. Primary Overcurrent Protection: Current-limiting fuses to ANSI C37.47. Ad.LL� i #a = r N. Secondary Terminations: Spade lugs. O. Secondary Switching and Overcurrent Protection: Molded case circuit breaker to NEMA AB P. Ground transformer core and coil to the enclosure, �r Q. Sound Levels: Shall meet ANSI/NEMA ST 20. ��,t4 •1 tFfY •. 'a, NSI/NEMA ST 2 `'` �' "`,, o , R. Enclosures: A O Type 3R. Provide lifting eyes or brackets. x ��• z>��.•, S. ones: Primary lightning Other Access i htning arrestors. •,fir t ., {{ ,'ill hf' ' •tT a lY�i;'t�,f ry�J�Y. 5rtt 1, +,t7 2 •l. , e „�,�7t, .C:� •i ,�ti��krY C5-4199-00 16321-3 DISTRIBUTION TRANSFORMERS RO—3/19/01 n5 . 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( ? s ii t. 5. 7 � 'n ��"�r. ti ..•t�r,� t�..v�i s ,v� r.J tY.4.i�, �•` 5{` "':"r'• y, in. ; t� f'�ar �LL��'�}' �?•('l�r.'��I��i,f s,` �^} ..f°G�, (t t 5 z t i i �#t� l 4 �,tb' ttv Z�.i t: fl� 4�5i]^M �c r r�'�v,(iii ,b{,i1','}`.� •f ',s "' `'`n;�.�*.4i' 3..�id�41,�''ra;, ,��i'�b+�C'�#'rl '�„'w�,sr„;'a':�:,sw,�ar:.•H,�+r ,+iar`�i�+iau..��r,�•�i�n�hr�+�iPu4�rr�d��a�,i+ar�c�n rr: �� '�? • WATER POLLUTION CONTROL FACILITY EXPANSION k i W.eFta CITY OF JEFFERSON, MISSOURI PART 3 - EXECUTION ' 3.1 INSTALLATIONes='�. A. Verify that pads are ready to receive work,and that location measurements are as Shown on Drawings. `° r B. Installation shall be in accordance with manufacturer's instructions. 0 ,s,r C. Field testing will be performed in accordance with Division 16 Section"Electrical Testing z'. and Installation Check-Out." D. Test dielectric liquid to ASTM D877, using 25,000 volts minimum breakdown voltage, r after installation and before energizing from system. E. Set primary taps so that secondary voltage is within 2 percent of rated voltage. , END OF SECTION 16321 �,;',� ..i`•�y 2� Y^'' • '.,4��• ail: 1�6 't•s� r' ri a C5-4199-00 16321-4 DISTRIBUTION TRANSFORMERS RO—3/19/01 r r•r Y,,ur '��`(ll ,tjSc� r' ��}��#`;[�r�'�?�&�Fra, � ,�� ;',,y- .`'�ikLj��t' �t,. y'` , S .p .� b`� ,' ��(�� 'S �t% '�' T '�.' '�x?s1'x, a�,�?�,��i .iS.e��e � '� •�'st��s:li Y t �;•t r� •ti�v` ,�i� y��ry�i�,(}�tli ,��r?.,47�.4��;}% t . '��j�;,��. 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St t t + /'q'L,',rr 7'.�I'i rn iA' "F"F}.�ri }s Lh`�'.�j '�� X� 1'� y 1 f3 S i , .5, <.' 4 tS .N.. �4•'i i. r;r,r0Zv. «.,^»., ., ...,,..,..-., „ o»W..,, .->r...,s.,.,,r,•.am+nw..R.'•'r'.J,;1t tC: !A?lStint^.f rm+n-m'::ixh.+(,-»aw.Avurde�Y?nMit,�w,{#.ikaiierk'f!�(11V.i '(/Ji`i".'. ,f: r ,•prS 'V .c}7i.,,Y'.y:r;..:..,t:t,x.t.;.,. ._r:.r•_,t. ._........-.,. .... .w,w.,,4..w..rnr++rs .,r k.• . .. ,. �� 'i }t' r. ` C at r, WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI 4;atr�J IEn x, SECTION 16450-GROUNDING (ff� PART 1 - GENERAL 1 hh T t# 1.1 RELATED DOCUMENTS ^,•1 A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 Specification Sections apply to this Section. + ' 1.2 SUMMARY A. This Section includes solid grounding of electrical systems and equipment. It includes basic requirements for grounding for protection of life, equipment, circuits, and systems. Grounding; requirements specified in this Section may be supplemented in 4 other sections of these Specifications. 1.3 RELATED SECTIONS A. Division 16 Section"Basic Electrical Requirements. B. Division 16 Section"Wires and Cables." C. Division 16 Section"Electrical Boxes and Fittings." > {� e? D. Division 16 Section"Wiring Devices." E. Division 16 Section"Panelboards. F. Division 16 Section"Motor Control Centers. _�i� G. Division 16 Section"Low Voltage Switchboards. ?� ° .. ;f H. Division 16 Section"Motor and Circuit Disconnects." I. Division 16 Section"Individual Motor Controls and Auxiliaries." cc•�r� C-� J. Division 16 Section"Lighting." •r`:,v a , 1 K. Division 16 Section"Uninterruptible Power Supply.!' L. Division 16 Section"Emergency Power System." Y' M. Division 16 Section "Electrical Keating Cable. j? VIAVi..UY to- 'r f• },v 1.4 REFERENCES ?`u'L A. American National Standards Institute (ANSI): ` i q �•�,'�rrytn,', 1. ANSI C2-National Electric Safety Code(NESC) •E ��, B. American Society for Testing and Materials (ASTM): , !`phi.•�;55� ''. QN41 1;. 1. 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'�j .,r s f t i;, t.l sl L..Ya.. ��k. 7!m}, tk'�,a'� .Yh. ,qyi 7, `lM'� .,a"�sl� `';' �rtt+.A?� i.dtl .�`5.x� �, t .!! � a r �i ,•?;_ r°+ .tr`,lq.U. �ii'e;�tfi'�.+f✓�`r.��,7"�;y'�} `�p. °��++�r,. .¢'v' �. �( lll !t .,y.l ...c�:.L..novae..i+,brn•hwAw«w+wun+Wr2nsr!wntk4.k n-».c,... .,..n...,:�s.I wi.....,.U,1ni S,a,�+.kA dM•'rk*!>�S�f Nt�!??!Y�'��} t.R y� ys�`4l 4fS WATER POLLUTION CONTROL FACILITY EXPANSION I CITY OF JEFFERSON,MISSOURI ` j.{1,p�:4'+F`r�j`"�f ` 2. ASTM B8—Specification for Concentric-Lay-Stranded Copper Conductors, iHard, Medium-Hard, or Soft 3. ASTM B33 Specification for Tinned Soft or Annealed Copper Wire for : 4 r Electrical Purposes 11 C. Institute of Electrical and Electronic Engineers (IEEE): 1. IEEE 81 — Guide for Measuring Earth Resistivity, Ground Impedance, and Earth 4st Surface Potentials of a Ground System. x D. National Fire Protection Association(NFPA): `l I. NFPA 70—National Electric CodeO (NEC) .� 2. NFPA 780—Lightning Protection Code { ` �i{fir ` E. Underwriters Laboratories(UL): wM `` I. UL 96—Lightning Protection Components ' � ht'i;r 4kr7:'G. C 2. UL 467--Grounding and Bonding Equipmentt }a:s A j• '� i!j:' i>y 3. UL 486A—Wire Connectors and Soldering Lugs for Use with Copper Conductors !}' 1.5 SUBMITTALS :i f A. General: Submit the following in accordance with Conditions o Contract: <��• ;i§ a t` , tt7�..',, • r;t' "<,:�-':Sig'` ti, '",, t"��C'� "tv;.:•7^. {� fi'''t:�, t4,•�1 6 ] err;N:•s "!' x?tet r 1. Submit product data for ground rods, connectors and connection materials, and grounding fittings. ' 2. Submit material list with manufacturer data describing the material and showint , •,';1i compliance with specifications, associated standards, and test requirements. 3. Submit product samples upon Engineer's request. ��=aY�p, .•,a, 1.6 QUALITY ASSURANCE E� tvtitgb� A. Provide products specified in this Section that are listed and labeled as defined in NEC Article 100. ;� { " ±' 1ri f r B. Components and installation shall comply with NEC. ` is• � �r } ��,,,; r W ;,,, ,r PART 2 -PRODUCTS _' 11 rSS 2.1 GROUNDING AND BONDING PRODUCTS A. Products: Of types indicated and of sizes and ratings to comply with NEC. Where types, ';t, '. x sizes, ratings, and quantities indicated are in excess of NEC requirements, the more stringent requirements and the greater size,rating, and quantity indications govern. 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'4 l^•i.ti.•�'t,1 7'f i. E.•':i'. j;j..r ; ` .,` yy Y. N t„4R�5 R t r'f 3 1, �0 Y , .2 ' S` a; ppq�. ' 7. 1� '. d'7 'i th 1� t s k t � f p 4Y'1!{M1giP t �7.�rd�li �%�� t1✓<�� :. , x' F. �4 F• ( i ' , I t, m 1 t ��; tY: '(7'^t�.ro.r,�t�”.Yrvr y`y�+I A !1 In t, .r. .la..�. t y<waf.i Ld �..+5(>;:,.,��,,,r1�•ti�t•. �t s rl'' t�+ 2 e•.. .` ,:. . :. ,. pz., :�L:'� 1.}i, r,,P .:ri,i lF jti. a '�htrr;. rk?{ 'y.'�i`tk ,fyr&j�t tti..Xtt.,6�y'#'.rt �:.r tk, ..)i tit 1. c t. ia,:4 r��r.r�y1,.F.1•V}4 1I1 `�r �.M� It, xFy�,w..t :,r:,a! .i',�'•+�'tz 2 i:,'t.i,(' a. , ..r t '+ ',i'. ;:{ {' }:t.,x (yt'`�Mitr^fyJ`ttN`„i�t� '�;",$,��, t"•rr', ,�,,�';�,. 04 .tF.i,ti{,�7eak{��T!i,,MV•`�iJ 1.��r.t'��,t�r`{. 41',{�/y. S ,Z, i .,,i� ,i'„ , ,.t.,:�t"11.iY �r�..r4;��v� �i}{ i. F��'.'��Ab�i�y;j',rjlr( }�F�.� :1�M•r�t.,j{r:, t' �� ' .. �Yt S S;ii N,�� ''.'r�>s,� i �'2s,� 'f,N .fin t-�,ryt3'.�.t,'�•Yitg�'ryt .y tr .t z. i ...t f' 11�t,,Y,rr:.li,•_t,. ft i(N P,qj� ,:s•i'6 .�� i� t �sy;�f�t ,�rHY �'�t r� (5l o- ` , 't:. � .'•: f.,.' ,��. : .. t t ,,�;a Y' �. ",.`. .� ,;:�. ' rer,,,:T,d,..,,r:,.pF,w,t;it xwk,..,,i•..�.�.:w.rnn.r."r.u,.i7irY+4vr raw•+;�}tM1tyi4ixi�iklrxv,....,.+...LN,•tr,!••.•,1n.t,er+rnixd>k.+m'rft*'tifviirY�+f."+3.}',tx 1�,.,Ii c1:�4?,'fY�t�r '• `l�ii' +`tYrttnd�l 'tt 191}: r F;iw., 6?'tf ` .VfPy}} t �fr ))) WATER POLLUTION CONTROL FACILITY EXPANSION f +t•,; CITY OF JEFFERSON MISSOURI B. Conductor Materials: Copper ' } 2.2 WIRE AND CABLE CONDUCTORS P; A. General: Comply with Division 16 Section "Wires and Cables." Conform to NEC Table 8, except as otherwise indicated, fbr conductor properties, including stranding, B. Equipment Grounding Conductor: Green insulated for #8 AWG and smaller. For #6 7771 7+ �' AWG and larger, black insulation may he used and identified, where exposed, with � a green electrical tape over the entire exposed length. ;,r;' ,..� C. Grounding Electrode Conductor: Stranded cable. u f `. '`j` D. Bare copper conductors shall conform to the following: 3. 1. Solid Conductors: ASTM B3s�_�• 2. Assembly of Stranded Conductors: ASTM B8 4~" 3. Tinned Conductors: ASTM B33 '"` "` 2.3 MISCELLANEOUS CONDUCTORS to A. Ground Bus: Bare annealed copper bars of rectangular cross sections a i:r• t,: d,;rr: B. Braided Bonding Jumpers: Copper tape, braided No. 30 gage bare copper wire, i` W tr h terminated with copper ferrules. C. Bonding Strap Conductor/Connectors: Soft copper, 0.05 inch (1.3 mm) thick and 2 inches (50 mm)wide, except as indicated. Lj 2.4 CONNECTOR PRODUCTS Yet'k ��:r.a '`:;, a Yk A. General: Listed and labeled as grounding connectors for the materials used. ,�,� 'ifY�7P r�htY�y�,'L•.''� B. Pressure Connectors: High-conductivity-plated units. C. Bolted Clamps: Heavy touts listed for the application. i � D. Exothermic Welded Connections: Provided in kit form and selected for the specific , types, sizes, and combinations of conductors and other items to be connected. Welded ,•,�: connections shall be CADWELD® by ERICO, Incorporated (Solon, Ohio); 1. ® , t � fhermOweld , a Division of Continental Industries, Incorporated (Tulsa, Okla.); or q a tl E. Aluminum-To-Capper Connections: Bimetallic type, conforming to IJL96 or UL467. • Yr: �� ' rrtt:•�l!rI 2.5 GROUNDING ELECTRODES � k•"`F.>,, /9 A. Ground Rods: Copper-clad steel with high-strength steel core and electrolytic-gracle r;r�. copper outer sheath, molten welded to core. Size in accordance with Article 3.2 — r PP J �`' } Installation. "w C5-4199-00 16450-3 GROUNDING RO—3/19/01 .r '7r.*.- �,,"` th�,.}�i t 7",. 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N 't,".1 1 '4,: ;� l,lS(.'t, a+t'��5}?�t,•n?c��t r t {- y �` :{r! i �R.t�Ik,�{i h k(rftfa S .�': A t ; ' > k:.^' 1-',•.�.�,ki r tit ?+-rtr-+.:teY,aYt+.ft?a Y. r•,�`a''t r) a. s ; :'.:..,., ...._ .__..... itdrM.Yr}34.►hF7PCAtxhlM:kflro7k." Y.h'+itttbia' t. E sy t� WATER POLLUTION CONTROL FACILITY EXPANSION '? CITY OF JEFFERSON, MISSOURI ;'.,,:•r,,ntY B. Plate Electrodes: Copper plates; minimum '/4 inch (8mm) thick, 24 inch by 24 inch .rP+ �n `s �•a T L(1 w�rr� t r 5 (�J00m is ' 9 alt.tct f '.} by t�Of)rnm) In size. i t 'J.•;;;�,>°p,`r..y.',�r. {Zj.,. PART 3 -EXECUTION r 3.1 APPLICATION lei �''ty�t A. Equipment Grounding Conductor Application: Comply with NEC Article 250 for sizes and quantities of equipment grounding conductors, except where larger sizes or more conductors are indicated. : I • '. i1. Install separate insulated equipment grounding conductors with circuit conductors for feeders and branch circuits in addition to those location where required by �z` �t �, 2. Busway Circuits: Install separate insulated equipment ground conductor from the `r•>i ground bus in the switchgear, switchboard, or distribution panel to the equipment ground bar terminal on the busway. 3. Nonmetallic Raceways: Install an insulated equipment ground conductor in all nonmetallic raceways. r ' �ydpi. B. Underground Conductors: Bare,tinned, stranded copper except as otherwise indicated. ' C. Signal and Communications: For telephone, alarm, and communication systems, ; provide a #4 AWG minimum green insulated copper conductor in raceway from the diglocation. r•y � �?� '';v.: ounn electrode to each terminal cabinet or central equipment k ., l 'a D. Separately derived systems required by NEC to be grounded shall be grounded in '° 4ry l accordance with NEC Section 250-26. s N..n;,..y.. E. Metal Poles Supporting Outdoor Lighting Fixtures: Ground pole to a groundingiy;' kl. electrode as indicated in addition to separate equipment grounding conductor run with 2 y s supply branch circuit. sr, � � F. Connections to Li g htnin g Protection System: Bond gr oundin g conductors or g grounding ��Y,i�?,.•�,:�,>;w;�`,�'•' s; conductor conduits to lightning protection down conductors or grounding conductors in compliance with NFPA 78. `•-� G. Common Ground Bonding With Lightning Protection System: Bond electric power system '� round directly to p rotection grounding conductor at closest ri � ;F t r';,,• ,�•" �,;.....y.,: point to electric service grounding electrode. Use bonding conductor sized same as F system grounding electrode conductor and installed in conduit. 3.2 INSTALLATION ~.`r t�YY+ Yi General: Ground electrical systems and equipment in accordance with NEC j�}Ig'Z A. 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'1r .s ;t rst + ,r k q•;l tt.7 �u. t+Te x 3�` jcy7�> '�` �(` ;;'st'lCr+l'::Y•" k' I Jt;,q'rga},A!t �.s.tu , S y k :..;'.. .l;t S"'; , J !.' 13 1Y' 3,{;,y;: ;'�,�x'f'•�i'�• �-Tt z i., ,i .At��;�jSh .{f,.}!t�•,rvi h,! x s i i : 1 :.,' ..!`. j j yl sE1�R.�V}l"��.''f�4'1 ti•,'a�y "�`fu' .R, �{ �k" ig�;at;`•s�jti�tt.�j;�:i„-,s,;� .t��t.• s r , .. �.,. r } . t:a.:�"•:i�it"�;' +.•,}.„{�fi4�k'r '�i?..r'1>,x..�7 1..1 F. 7.0, , ., ':i� .. � s'sy..c;tip.t s Yr.'�/t�s f s a i,`�.y•,>�7:i��}, fi�#B�• a.�,,l+y {�” %�'4i�apff�.:��tif �x{ � t!h5 1'.s� r, i ,� R^;i�`'stt,�l.U�?t4 fjt{,. ,�z-a' •Y..`��'ia. fc,°-y n4' ' ,. f j.�britttttil><lk�..:,u:«.�.;:L.,.... zt.»,:.. ,.,u,_...,.....,....u.......1,... :to,,.,,✓•tCUr+•.:x.Y1W. .ft'±::m. .,,,i.,».,.91M,uXthrnkb+Na'i"5. IS 4ei`� `U•A s�.�e o;`�x WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI }tiR. B. Ground Rods: Locate a minimum of one-rod length from each other and at least the 7; same distance from any other grounding electrode. Interconnect ground rods with base conductors buried at least 24 inches (600mm) below grade. Connect bare-cable grounding conductors to ground rods by means of exothermic welds except as otherwise indicated. Make these connections without damaging the copper coating or exposing the steel. Use /< >nch b ' ( y ) ground rods except as otherwise indicated. ' y 10-ft. 20mm b 3m . : Drive rods until tops are 6 inches (150mm) below finished floor or final grade except asrr.r.''z ;? otherwise indicated. Vin.=ti C. Where rock bottom is encountered that rod may be installed in accordance with NEC Section 250-52(c)(3). D. Route grounding conductors along the shortest and straightest paths possible without '_ rYre�t obstructing access or placing conductors where they may be subjected to strain, impact, F ;s,.�t' L�� or damage, except as indicated. J E. Bond building steel, interior metal piping systems, frames and tracks of electric ' operated cranes and hoists, and metal air ducts to equipment grounding conductors of ��• �b��',��: pumps, fans, electric heaters, and air cleaners serving individual systems. F. Ufer Ground: Fabricate with 4/0 bare copper conductor laid in excavation around ';x' foundation or footings. Install so conductor is within ?, inches (SOmnn) of the bottom of the concrete. Bond conductor to reinforcing steel at four(4) locations,minimum. � x: , ` � ?'•;' G. Furnish and install ground rod test wells for the purpose of testing the o + � �`. Pn'P g grounding system ' in accordance with Division 16 Section"Electrical Testing and Installation Check-Out" V part 3.6 on Grounding Systems”. 3.3 CONNECTIONS� ' A. General: Make connections in such a manner as to minimize possibility of galvanic f#� ' ' >i : �. action or electrolysis. Select connectors, connection hardware conductors and connection methods so metals in direct contact will be galvanically compatible. 1. Use electroplated or hot-tin-coated materials to assure high conductivity and maker'4y '" M fi�b'13 contact paint closer in order of galvanic series. L Make with clean bare metal at points of contact. 3. Aluminum to-steel connections shall be with stainless steel separators and 's; `,'.; ' mechanical clamps. f r,<• 1; 4• Aluminum-to-galvanized steel connections shall be with tin-plated copper Ali jumpers and mechanical clamps. 5. Coat and seal connections involving dissimilar metals with inert material such as epoxy paint to prevent future penetration of moisture to contact surfaces. x.�.fi„JJJyxt B. Exothermic Welded Connections: Use for connections to structural steel and for underground connections. 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F f ,r' -ifJ. y�' U 5 � 1 U .,�.s,...W:.fieeM lWN,k+wr.i,.•,..,.{..�aG�:.-.c¢....,. ':.I rnPxar•.w:R+t E M1�"#�� WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JiEFFERSON,MISSOURI Comply with manufacturer's written recommendations. Welds that are puffed up or that n r�i>;Yr lf ti show convex surfaces indicating improper cleaning are not acceptable. Nk Ems ' a'�, yrY1L "• C. Terminate Terminate insulated equipment groundin. conductors for feeders and branch circuits g ,� iret • ,, �` t with pressure-type grounding lugs. Where metallic raceways terminate at metallic housings without mechanical and electrical connection to the housing, terminate each ! conduit with a grounding bushing. Connect grounding bushings with a bare grounding I ht` �I conductor to the ground bus in the housing. Bond electrically noncantinuous conduits at 1 both entrances and.exits with grounding bushings and bare grounding conductors. D. Tighten grounding and bonding connectors and terminals, including screws and bolts, in accordance with manufacturer's published torque tightening values for connectors and bolts. Where manufacturer's torquing requirements are not indicated, tighten connections to comply with torque tightening values specified in UL 486A. r E. Compression-Type Connections: Use hydraulic compression tools to provide the correct circumferential pressure for compression connectors. Use tools and dies ors. Provide embossing die code or recommended by the manufacturer of the connect }S other standard method to make a visible indication that a connector has been adequately I" compressed an the ground conductor. .c r'., . z7 %' F. Moisture Protection: Where insulated grounding conducto rs, are connected to ground f rods or ground buses, insulate the entire area of the connection and seal against tx •jai .;k, '! moisture penetration of the insulation and cable. G. Test grounding conductors and grounding systems for continuity. Where continuity ' does not exist,remake connections or install jumpers and retest. r END OF SECTION 16450 �,Y�� Y Yes's• � +(y�'�e R�r : •c:: Y,rq t} ?, C5-4199-00 16450-6 GROUNDING !, RO--3/19/01 �I a'. i � ,,,., �tF{�t". 't:-i�`jt'�°::` }n YS��.rS�;.'r'v,.�y�t.?''�fil":• �i7; .'},�'"�i ,i a •1`:{,,?� +a'+•! "'^J"tP""F''•,�r ';jY*�,'e 7'f,¢'z!"t".y+ya.Aw�?±rr.�?�Mi► ^1 S '.f t '#? ti'v"275x .#'1[6�.�:L"j'�:;Y'`k�,.y�. �'� i �kif�' z"n�:•i�'�9 �_'y i� t�rr :+f' ,,,>.l, 5' d 7P`s di sc.{ �{ v s `'{ 14 M1 r,a.-fr;',, fi f'.. •i`t#1 .}»iii{, •'F' r ,+5, t ,� "1,^ y,,r)� •.�/k�tf 76, btiy�,SR�M1?'ri!;t'S, t. '� .r �,.',.e'�s,:..5 is r�t•�i��,. i i 1 E'r 3� r. 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F' ..is 1 c 'c� .5s :t 'c t.�rti°.,,y��.. .�L:�#'{.:t..t. +X11.'b:tr �• 1, r`({,< kx °�3 3.f,}�iz�,+.�'d,,:i, 1 .z ......1._,.._,_.a...i�...,v.a.r,.t..«•a,.k.w.:f,..h•ik.114,,vn.si.l...o�......... ........s,.x.«.,.....,:.....,,..,__...,r. w,.,.....,1oraw.,.iu+h, ...... ia�j ,i i " WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI `"' '' SECTION 16461 -DRY TYPE TRANSFORMERS (600 V AND LESS) ' f r�S ykt 'r i+ f PART 1 GENERAL Ll 1.1 RELATED DOCUMENTS Rl A. Drawings and general provisions of the Contract including General and Supplementary Conditions and Division l Specification Sections, apply to this Section. 3r�,.c pc 1,2 SUMMARY r A. This Section includes the following types of dry-type transformers rated 600 V and less, $j with capacities up to 1000 kVA: 1. Two winding transformers. ` 2. Buck-boost transformers. 3. Control and signal transformers• ` ' ,;t' B. The following specification sections describe related work: F 1. Division 16 Section`Basic Electrical Requirements." 2. Division 16 Section Electrical Testing and Installation Check-Out. 3. Division 16 Sec ; o Lion Raceways. 4. Division 16 Section"Wires and Cables." �I rC. t1 '1 ir:r r'�S�� 'aI{t 1.3 REFERENCES { �'a. a 4•R9'1 A. ANSI/NEMA ST 1 Specialty Transformers. B. ANSI/NEMA ST 20-Dry Type Transformers for General Applications. 1.4 SUBMITTALS •,',. "" A. Product Data Include rated nameplate data., capacities, weights, dimensions, minimum ri'R clearances, lit , installed devices and features, and performance for each type and size of � ra , transformer indicated. 'r`l B. Shop Drawings: Wiring and connection diagrams. A . C. Source quality-control test reports. Y t; 'x D. Output Settings Reports: Record of tap adjustments specified in Part 3• P;•,it,;; C5-4199-00 k� + I6461-1 DRY TYPE TRANSFORMERS RO^-3/19/01 (600 V AND LESS) 1'::, 'J'•try' f. ^' r !r;,x. ." ttt. •ar'°'9"` ., ";..i•^±^!!'!!�5.^r, w+K+l•etK 7,1;+'^'l' :r,4' '•ii'i ,t "fir a .4,''';i. 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E,rtt i t.'Yi',t t {h�i �.{r1y u, .('r.f.`TyA' } y� �t:'•" ii J� :+d 9.t,i�1..,_:,..'T.,..I '' i,l Cr ,tl 4h' .t.� «NS.a. .,;g",:' {f'rstsy} 5 SF 11.x• , i.•'e ?F. rµ+pmt i. V �` F' �.tt�T �°i t t: � { r t Y;• J t t Y I .,� "i' i�!'� ', ?''3u,., y tr x+J�{ �"tJ. .{A} ry :i' r t ' , t,{ s .drR.:^ +' a i r I?r,�,,,f i'•>,s? ..r.-^ ,. •.5a }:s. • - t.�,, ..;�Sl+�,,,1..�.,.,t., _ � .e ,5.+.....w+n...,<w.,.i.,.,.,.a:...,a.,s»....:...........«,,:,..:.u::.:. ....,.. ... .,_...•w...,..„-,. .a 1;6 it! A!1 yy}}V� cbpRf WATER POLLUTION CONTROL FACILITY EXPANSION 6Y�� tp�Y {fr�,r1{7 t'Ou CITY OF JEFFERSON,MISSOURI H� � {,� s,t�. 1.5 QUALITY ASSURANCE A. Electrical Components, Devices, and Accessories: Listed and labeled as defined in ' �"```� FP a testing agency acceptable to authorities having jurisdiction, NFPA 70, Article 100, by and marked for intended use. ` ,} B. Comply with IEEE C 57.12.91. C. Energy-Efficient Transformers Rated 15 WA and Larger: Certified as meeting NEMA TP 1,Class 1 efficiency levels when tested according to NEMA TP 2. it 1.6 DELIVERY, STORAGE,AND HANDLING 1 A. Store and protect products in accordance with provisions of Division 16 Section "Basic ` Electrical Requirements". B. Store in a warm, location with uniform temperature. Cover. ventilating openings to any pe keep out dust. 1=: C. Handle transformers using only lifting eyes and brackets provided for that purpose. Protect units against entrance of rain,sleet,or snow if handled in inclement weather. ': � " y '�'41� 'i.V1�1.Y','1,t,4�.n Si•,� ':t:i:•li S'� ,.rAr� 'tt}''tj 3C "i �r'� '� si ` JF,• r 1.7 COORDINATION a>A:r',r' P sT; r:•, I a r.; l A. Coordinate size and location of concrete bases. Cast anchor-bolt inserts into bases. 151"i �s ;:}�}sConcrete,reinforcement, and formwork re uirements are s ecified in Division 3.q P B. Coordinate installation of wall-mounting and structure-hanging supports. py ( �'•t I 4i{ PART 2 -PRODUCTS t 4< 2.1 1 WsIUFACTURERS s` t F A. Available Manufacturers: Subject to compliance with requirements, manufacturers .t offering products that may be incorporated into the Work include, but are not limited to, the following: pia 1. Acme Electric Corporation;Power Distribution Products Division. r r„ ' 2. Challenger Electrical Equipment Corp.;a division of Eaton Corp. 3, Computer Power Inc. 4. Controlled Power Co. k' r j 5. Cutler-Hammer. � fit. ..�. r(22 6. Federal Pacific Transformer Company;Division of Electro-Mechanical Corp. 7. 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Siemens Energy&Automation,Inc. 12. Sola/Hevi-Duty Electric, ,.� 13. Square D/Groupe Schneider NA. L' ,4&, r } 2.2 MATERIALS ` A. Description: Factory-assembled and-tested,air-cooled units for 60-Hz service. 5� B. Cores: Grain-oriented,non-aging silicon steel. C. Coils: Continuous windings without splices,except for taps. , }r, ll, v ' �7 1. Internal Coil Connections: Brazed or pressure type. 2. Coil Material: Copper. i �.�{• � 2.3 DISTRIBUTION TRANSFORMERS �.,��;• ° ,r•_�, ie A. Comply with NEMA ST 20,and list and label as complying with UL 1561. ~ B. Cores: One le g per phase. l n-711 C. Enclosure: Ventilated,NEMA 250 Type 2. D. Enclosure: Ventilated, f rd dripproof,NEMA 250,Type 2. •� '��,#n�"�:=��.� E. Enclosure: Ventilated,raintight,NEMA 250,Type 3R,stainless steel. Yf`�f t F. Enclosure: Totally enclosed, nonventilated, with lifting eyes, NEMA 250, Type 4) 7 `! .. srtainless steel. rx! 5� �ttr,f. r:k .1111 A7y j^1,.'S: •:,x�.�� tt;;,9 1. Care and coil shall be encapsulated within.resin compound, sealing out moisture and ��:r.��t��,�.,-• j <r air• tr1{T j fix G. Indoor Transformer Enclosure Finish: Comply with NEMA 250 for "Indoor Corrosion5s.. ''' ' tJ Protection." "rrg} Y f p• •�;-�; <.' ` 1. Finish Color: ANSI 61 a 3'• ,.y. ,Fri H. Outdoor Transformer Enclosure Finish: Comply with NEMA 250 for"Outdoor Corrosion s Protection." r?F` f 1. Finish Color: ANSI 61 gray. {r,, C5-4199-00 16461-3 DRY TYPE TRANSFORMERS :r r ` RQ--3/19/01 (600 V AND LESS) ° 7' '^^'" r 1+.¢'.t,r•,.:,,•f y+�; �rr!'ni'S':.L;f'.•.,.,,y... J: •nr*t^'.t.:i'.1 "r �:':`"J>. t'�"'?`N� ,.•ra:r `x "?'i k't�,T;;�� e�"' '�.mot J' ' •.a,�rp:yyy,,r ,..,, >,'s f �h''� r�rrfl }t�'i•E .i.t:. t�•"�`,•`r,'�i,,•";.r+�J,3. {,r. t vfg,c„ •:>ti;`:,`. 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Insulation Class: 220 deg C UL-component-recognized insulation system with a maximum of 150 deg C rise above 40 deg C ambient temperature. J. Taps for Transformers 25 kVA and Larger: Two 2.5 percent taps above and two 2.5z percent taps below normal full capacity. ar '':`e r :1,;. ,f K. K-Factor Rating: Transformers indicated to be K-factor rated shall comply with UL 1561 A; requirements for nonsinusoidal load current-handling capability to the degree defined by designated K-factor. ?" I. Unit shall not overheat when carrying full-load current with harmonic distortion corresponding to designated K-factor. 2. Indicate value of K-factor on transformer nameplate. L. Electrostatic Shielding: Each windin shall have an independent, single, full-width copper "t` t� ' i electrostatic shield arranged to minimize interwinding capacitance. (, )(, •114'(1'''S �'ii::'3�9,�' 1. Arrange coil leads and terminal strips to minimize capacitive coupling between input and output terminals. h'�,� `�� " 2. Include special tenninal for grounding the shield, ► ,SG. •fi 3. Shield Effectiveness: 0. �:'I tM1��1•� , t' 's iY l� a. Capacitance between Primary and Secondary Windings: Not to exceed 33 e of 20 Hz to 1 MHz. `' picafarads over a frequency rang b.Common-Mode Noise Attenuation: Minus 120 dBA minimum at 0.5 to 1.5 kHz; rF minus 65 dBA minimum at 1.5 to 100 kHz. ' c.Normal-Mode Noise Attenuation: Minus 52 dBA minimum at 1.5 to 10 k1-1z. M. Wall Brackets: Manufacturers standard brackets. N. Fungus Proofing: Permanent fungicidal treatment for coil and core. O. Low-Sound-Level Requirements: Minimum of 3 dBA less than NEMA ST 20 standardr: ; T; sound levels when factory tested according to IEEE C57.12.91. rid t+�y'' ! 2.4 BUCK-BOOST TRANSFORMERS 7 5?" A. Description: Self-cooled,two-winding dry type,rated for continuous duty and with wiring comply terminals suitable for connection as autotransformer. 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" s. .t ;1 r r S r I r,4'.+«�.�N'y9;. /l��I.:', '�§. `,;;_t��4�;�trzt` �t,�'5a, ttkt��r ' t J 1 ..�... _...,.f.... .y...+« r,a! ..+t � r.„r�•,<.re.>-.« ,r......,..,,. �..,,......,,...,.. .....�.�„«.�,e,•<,s+3:narnin'rvr+a,.,..w�:,a.,.........u.„...”«...,..i.:.,.u.�.J::il?.,ir�'s'.:Fi36.;�.i:':al>dd,�tl's�v�'¢�v 'tf' G it;..Sr r � •�r v r s r WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI -P.�r•t)�'si}XyiiI,Y4 •y.jt`t A.,.<t. 2.5 CONTROL AND SIGNAL TRANSFORMERS fly R i{b('Itr� 41 5��j.. •^. 1 A. Description: Self-cooled, f two-wending dry type rated for continuous duty, complying . .. t� .� listed with NEMA ST 1,and d and labeled as complying with UL 5Q6, 1 �'f. �i�•1 r U jj�� y, r B. Ratings: Continuous duty. If rating is not indicated, provide at least 50 percent spare : capacity above connected peak load. ' ij�'� a 2.6 SOURCE QUALITY CONTROL A. Test and inspect transformers according to IEEE C57.12.91. r B. Factory Sound-Level Tests: Conduct sound-level tests on equipment for this Project, r. PART 3 -EXECUTION f ` st r i '. + ��thtrr��`r�'�i t j�{'�({'f�U{i��'•9 3.1 EXAMINATION' A. Examine conditions for compliance with enclosure-and ambient-temperature requirements (. for each transformer. tl ,, R;' u k: B. Verify that field measurements are as needed to maintain working clearances required by k NFPA 70 and manufacturer's written instructions. ,>, { MP C. Examine walls and floors for suitable mounting conditions where U nsformers will be 't �"2 � g � �s i� Ar r' installed. y u s D. Proceed with installation only after unsatisfactory conditions have been corrected. �; „, ; ;%; ;;; 3.2 INSTALLATION `i A. Install wall-moun&g transformers level and plumb with wall brackets fabricated b transformer manufacturer. t, B. Install floor-mounting transformers level on concrete bases. ,'� t.r. F4� r'C �r•4 ' 3.3 CONNECTIONS y` 21�1 A. Ground equipment according to Division 16 Section"Grounding." B. 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If manufacturer's torque values are not indicated,use those specified in UL 486A and UL 4868. 3.4 ADJUSTING , k` A. Record transformer secondary voltage at each unit for at least 48 hours of typical kp;± occupancy period. Adjust transformer taps to provide optimum voltage conditions at Y secondary terminals. Optimum is defined as not exceeding nameplate voltage plus 5 r•s percent and not being lower than nameplate voltage minus 5 percent. Submit recording y and tap settings as test results. ? B. Adjust buck-boost transformers to provide nameplate voltage of equipment being seined, h , 1:r' .;T plus or mints 5 percent, at secondary terminals. 4 a C. Output Settings Report: Prepare a written report recording output voltages and tap settings. V J, ar' ',�y♦ ' F END OF SECTION 16461 ;a ' t3by,Z �, t i' „r s �'�1ta t'i tf,•' s T. f. p�yiJ z 5( r Cif • r C5-4199-00 ,r 16461-6 . 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Drawings and General Provisions of Contract, including General and Supplementary i. conditions and Division 1 Specification Sections, apply to this Section. ' { 1.2 SUMMARY 4 '. ✓ A. This section provides the technical requirements for the design, manufact ire, ytb.4YJ Si, installation, and testing of dry-type secondary unit substation transformers. Provide all p J'Y 7. accessories and equipment as described herein and shown on Project Drawings as k ' 'n t`':L necessary for a complete installation. t 1.3 RELATED SECTIONS A. Division 3 Section"Concrete Work." `` wt�::�.=�' B. Division 16, Section Basic Electrical Requirements. ��•;��„t,./�7�,�•� ,u�,�, C. Division 16 Section"Electrical Identification." `{ ' D. Division 16, Section"Raceways." 4 �n>�;rr Oyu ht(��'•}! E. Division 16 Section Electrical Testing and Installation Check-Out.” F. Division 16, Section"Wires and Cables." , ,r.l. G. Division 16, Section"Grounding." " 1..4 CODES AND STANDARDS ?sr ;. The ventilated dry-type transformers and protection devices in this specification shall !>, be designed and manufactured according to latest revision of the following standards. g g g A. IEEE C57.12.01, General Requirements for Dry-Type Distribution and Power Transformers Including Those with Solid Cast and/or Resin-Encapsulated Windings ',, x Requirements for Ventilated Dry-Type Power Transformers, 501 "- I B. ANSI C57.12.S1, rt4yz' KVA and Larger, Three-Phase with High-Voltage 601 to 34 500 Volts, Low Voltage 208Y/120 to 4160Volts C54199-00 16470-1 DRY-TYPE SUBSTATION ?� RO--3/19/01 TRANSFORMER s a „��+'q!n t•i/'.2'w—„'i^,..y;•F ;:t ",-� --..,-..—..t.^.^x—*far. rw�!±'!..x+(`..., �.,�R•f,:yr•;•«�,-r��•n,. 1.�,.'CY.rT.,jtJ yrt ,,i•' ,�7 �, tt f �f.` .Y„ V �.. 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'a i�-,,�t��+..'. �=x��'r,.�a`��"A7r"< `c1 .�.t.c.1 .r, !• u' ., ',�t s' a{�y,, �.j;7'�%^7�.,,."� +�`}�C�;:T4.`"�".,!i+`+ .[i",<�.,}�u°,�•�`(,k'.k �„y1=x ..,.�t 1. �s 1 ., 1 t t i r• t t r-}' �f5�fi�'� •1f':• •r�> .�Xy {,i ,,< ,9t',,t.. „1, i } t:, t', 7 ,. M .°iY..,f t ��5)°`""�,`s'ly,�y�. :,_,�, i. y ,��.e�7 ,;1n �Jy{. xtiiA}, { t{ `.t r .i rr. 1 S ''4' ,.tk •i 7,u••�S•1 $ �• f.' x ';4' lhlyt,w t �"'fit Y�i.' {{ y 7u ,t! .'� s �Y�! :`J•f i;'.. # nll. '( pt' Gy yY;,7� nl;'r��d•,f;•'7..: #t s'vtr jl;, t ,'lr t , ,,iS. .r�i o-}i:,'d.Y'''.. . ci«'7:u?.L.:i,.:...:tr:'.a•n:..ai.:,r.,t::............r..�a:.-«...s.+.....,.+»»+,.,.... .....-..t..k..,H.,.n..m,•+,t...... ..,.+..,...Y,u.., W,w,..,,... .. ,....... : ...... y_...<.,,,.,..i,...,....,.,,.. .«rs.,.wnwhw.a+,waf,niwiittirtMtMherfl4ti{}+: Y.+7.Wj.i�,(+wi�j;7*}}Y} .'�p'r ik�•Wrt'%yl ltY WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI ;tr C. ANSI C57.12.01, Service conditions shall be as specified in Usual Service Conditions D. ANSI C57.12.55, Dry-Type Transformers in Unit Installations, Including Unitn,' I ' ` Substations-Conformance Standard uf ` '�k � � E. ANSI/IEEE C57.98, Impulse 'Tests, Guide for Transformer (Appendix to ANSI/IEEE rt C57.12.90) ': ` F. ANSI/NFPA 70,National Electrical Code G. IEEE C57.12.91, Test Code for Dry-Type Distribution and Power Transformers I ^, H. IEEE C57.94, Recommended Practice for Installation, Application, Operation and Maintenance of Dry-Type General Purpose Distribution and Power Transformers r, f � 1. IEEE C57.96, Guide for Loading Dry-Type Distribution and Power Transformers ! J. NEMA ST 20, Dry 'Type Transformers for General Applications ' ' K. American Society of Testing and Materials (AST'M) .f L. National Electrical Code(NEC) ` . f`I 1.5 SUBMITTALS A. General: Submit the following in accordance with Conditions of Contract and Division Il.''1i 11 1 Specification Sections. '...,� B. Manufacturer's product information for materials, manufactured units, components, and , b; accessories 4; posed. E 11, proposed. . •j C. Submit shop drawings showing size, configuration, �materials of construction core yfJJ' ;"_,• °<y ,. design and electrical characteristics, temperature rise, coil design, dielectric withstand, enclosure, and calibration test data. D. Submit operation and maintenance manuals. {{ 1.6 QUALITY ASSURANCE ' A. The manufacturer shall have specialized in the design, manufacture and assembly of {: dry-type distribution transformers for a minimum of 10 years. r ' l � B. The transformer shall be manufactured by a company, which is certified ISO 9001 or 'A ISO 9002 as a minimum, for design and manufacture of Power Dry Type Transformers. . 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'{:ir��3,j�*?}p??,Lt;?`ys;�i r w`+'�f N�`d�fi+?Y�.°h„ffi r,§,3t(�”�1{i.�yCtit•w•t.+t�rc f7,r f r.h;s N J r,x?yi, f{':,.tkttr i y,st},v y r!'t f. ',r ir)d{r {�.i S,,J.Y,t is ij i.a..!"..r,.a',µt°......ir..<,•�k urrr'.avr.ir;4.r.>•vu�,.rtt,6,--.n..,..,ir:.h.,.,i•rm:.,m4 wan+,..,,»;•,w......s...r•..a.ir.!++;»�,.,�+ay.M.a+pV'P,tr.Mk?ine..Pl:+trxrvrr.dw+',4,w...+,.,......,i,',..ww.,S r!4+.w,i ., y�Wr M1°e`.M1 riY+i+;7FK.s;.1�v.,i.,i.iC:r3 r,r.ri3'.r stF"r,ur7".S Ik•:"V d i :M,++».�.r+.: if �+4'fM,YN +s1 k ! 9 ° WATER POLLUTION CONTROL FACILITY EXPANSION ��r :x"•:=;';<.:;-i CITY OF JEFFERSON,MISSOURI C. Unit substation transformer shall comply with the codes and standards as listed in Part 1.4 and specified in the following Sections. To ensure sufficient accuracy an the tt i3'fit}[_.riia2r measured and calculated data the test system accuracy requirements listed in ANSIeY> Y+,Y';; C.57.12.01 Table 3 shall be met as a minimum. 1,7 DELIVERY, STORAGE, AND HANDLING $� ...1 4 Li 5 t{Yxr•,� A. Store and protect products in accordance with provisions Division 16 Section "Basic ,.. r a ' ,y Electrical Requirements" '. � B. Store in a warm, dry location with uniform temperature. Cover ventilating openings to 't? f keep out dust. ' r C. Dandle transformers using only lifting eyes and brackets provided for that purpose. Ff •Y ��: • -r: Protect units against entrance of rain, sleet, or snow if handled in inclement weather. PART 2-PRODUCTS � aa4rsr.; ': k 2.1 MANUFACTURERS tuYSy� a t'�;ri., 7 r „ A. Transformers: Subject to compliance with requirements, manufacturers offering , products that may be incorporated into the Work include, but are not limited to they following. 1. Siemens Energy &Automation 2. Square D 3. Cutler-Hammer 2.2 TECHNICAL REQUIREMENTS l u A. Construction The transformer shall be of dry type Vacuum Pressure Impregnated (VPI) technology, anal shall be construction, the preferred open-wound dry type;r1 �iy ,a, mounted in a suitably ventilated outdoor enclosure. ls; . .; 2. Primary terminations shall be bus connection inside transformer enclosure for ;. z., aF Kls close-coupling to high voltage load interrupter switches. ? ,; 3. Secondary terminations shall be cable connection in air-filled terminal chamber. � �3 B. Core n Desi g ; h , 1. The transformer. core shall be constructed of high-grade non-aging silicon steel ,, •' ' '•V; p laminations with high magnetic permeability and law hysteresis and eddy current ' g t ,.., DIN`, losses. Magnetic flux densities are to be kept well below the saturation point. a core laminations shall be clamped to ether with heavy steel members. rt: 16470-3 DRY-TYPE SUBSTATION ;'y. 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A..yp a .} �) .'i; }� lt:�2.•. •� � 'H, KA'a:' � .to S�:aS.i.•S:c 411,?r.#�j{,.,��ci.}>:ti..u�o.,.vr...r�...w.1.:.X.,..;..w,.,.:.:........... ..•.,.. ..... .„.r.,r-,..+...w,..,.,. ..w,,.,aw,.......... ........... ,.s...r...�..�.wr..,.:..:.,..,......:.:.w,nh,dr.**..w.riMtii+�wt'v. L+Hdi%+>N�+ .kc5 f:��o- i+l'...�Ikt k�N;.g y rV Yr Y•.li;�C:;�': i WATER POLLUTION CONTROI,FACILITY EXPANSION '.{ CITY OF JEFFERSON MISSOURI tcl Temperature Rise 1. The average temperature rise of the transformer windings shall be rated at 80°C and shall be built utilizing Class 220°C insulation, regardless of the temperature `t rise specified. The transformer shall not exceed the specified temperature rise .r: ' t when the unit is operated continuously at full nameplate rating. The transformer ;3 shall be capable of carrying 100% of the nameplate rating in a 30°C average, not ' ,'•r ',: to exceed 40'C maximum ambient in any 24-hour period, tM: 't'Sl D. Coll Design " 1. The high voltage and low voltage windings shall be constructed using copper ' conductors. The conductors shall be insulated with 220°C insulation. 2. Transformer windings, insulation class 2.5 kV (2400v) and above, shall be wound ' using copper wire conductors, The high voltage winding shall be wound over the low voltage winding with sufficient mechanical bracing to prevent movementK = . '''=4 during fault conditions and sufficient solid Class 2201C insulation to isolate the �i..• ��:��. ,.. high voltage winding dielectric potential from the low voltage windings. 3. Taps: Transformer primary winding shall have four 2-1/2 percent full capacity two above and two below rated.nominal voltage. No load to connections 'n1� taps; g p , "��k•��'4;��; .,. shall be made b re-connectable links on the face of the rim winding and shall be located behind removable panels on the front of transformer enclosure. Taps shall be for de-energized operation only. E. Core and Coil Assembly CIO 1. After installation of windings on core and stacking of the top yoke ore steel, core and coil assembly is to be secured with a rigid frame. Prim and secondary coordination bus assemblies, as required for connection to assoc ated' switch ear are to be of welded or bolted construction. � , a; 2. Furnish transformer secondary with double taps per phase and factory-installed mechanical lugs to accommodate the two 1200 ampere feeds to the two separate , MCCs as shown on Drawings. F. Vacuum Pressure Encapsulation Process J1t ~� fi 1. Each coil assembly shall be vacuum pressure impregnated in polyester varnish. The VPI process shall apply a one (1) cycle polyester protective shield of varnish ' to the coils shall effectively impregnate the entire core and coil assembly that results in a unit which is virtually impermeable to moisture, dust, dirt, salt air and �,��, 4 '•• other industrial contaminants. The totally assembled core and oils and all F clamping, structure and bus work shall then be dried at atmospheric pressure in an � ttt r s; oven through which hot air is continuously circulated. Then, given a dip and bake cycle of polyester varnish, and cured in a time baking cycle in a hot air circulating ` oven. G. Dielectric Withstand f i 1. The impulse rating of the transformer must equal or exceed the basic impulse level specified by ANSI for the applicable voltage class. The basic impulse level a C54199-00 164704 DRY-TYPE SUBSTATION .4x RO—3/19/01 TRANSFORMER `' l ,, •�.w�wMpnt!±!�ra?err*^r:, ^.,'sri�i...r r;•��,�r s".tt r-r�r. ,'� Jisk n� ;t.. �Ye!±."T7^".'« tc. `t a;,a+ .d f }.�y,�. .V i'u`.1�rb 1,'lfi 7y.aal { �4 Kt. r..'iY L ;tt'r• !!, '?' rid°. �,F.,a7 xi' .,Sr.:s �s„�'',"r�};*t}t.•.�Lt+�,t'�`.,vt'a.{.,�, s. g'•`J� r;• ',,,, :x+�+ilt�kl��} ��(1',r¢.,'x�,ry nY,L• .7 if}L .+J..,l7o.;•y.,:t".}h 5 'Stv�l",.Yt1�.'.}.Y;{t,..;j4r i ..t.. , ,.i�.;.,C5.2:.:;;ld'.b$;!•'n. .t. �'t,�t5r;k.,,.kt-t.r.ii.:,.,w. 1_s�`�; .�.� "�' •a �<�. t '�,•;��} ,�4 p3, Yf'.±.tl:a3 r�s 'fir rl. T ,, rr :r�, t r: r t V .�•1� jt. ;T. r rA ,''�.'Y,Y �"�= .�'.�k-:9, '� 'ax ?r 2- > "IA.r ilk1 ..t `a c d �C,a r, #b i%;,':1.b _,{.;,;?�{ yf ` 't r•rr st•4 rr ti.c :5.. y, fi 1r %i':;^ •{#'`;1" XS )y.l i, /r: :Ict ,�i+✓ •.li.` .P• N.w• r• y+ ,. 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I,.!!Y1Mi0'itr'M1Y`N'Y.t{{tz'�.^�r�•Std+i+fAVfk,'pY.r«xw.v-.,.IM+..N;'r!,Y.Y,'itNiiwi•�'.6{w.'wwr4#ktMb<♦•l�!'H.;��:.,Y,'4}. ..Zrr�� i 5�� ta1b'1�ht�nt•,rL.xa'i,t.��:f,..,_.,.f:;:.,;. r...,...:_T.._...u,� �! Ee f �t 7��' y�S 1 WATER POLLUTION CONTROL FACILITY EXPANSION r CITY OF JEFFERSON,MISSOURI shall be inherent to the winding design and is to be obtained without the use of I,r S,p,.7m,•itA', 1{' supplemental surge arrestors. , '. H. Vibration Isolation i�'S�N i`ltt 1. The transformer shall have vibration isolation pads installed between core and t t coil assembly and enclosure base structures o prevent the transmission of t,' p , t,.4f3 structure borne vibration, t `��'�.t. r^,� sty'• , Enclosure 1. The enclosure shall be constructed of heavy gauge sheet steel and shall be '^ .. `} finished in ANSI 61 paint color applied using an electrostatically deposited dry powder paint system. All ventilating openings shall be in accordance with NEMA and the NEC standards for ventilated enclosures. The base of the enclosure shall be furnished with ground pads located on opposite diagonal # n corners. The base shall have jacking ads and shall be constructed of heavy steel J g p „�' members to permit skidding or rolling in any direction. The core shall be visibly ,.;. grounded to the enclosure frame by means of a flexible grounding strap. Jv r 2. Transformer shall be certified to meet Uniform Building Code (UBC) Zone 2 seismic requirements with seismic table validation. ih� �< { 3. Outdoor enclosures shall be d constructed to withstand a 110 mph 1 Y e certified an consruc p ►'si , wind load test and shall provide NEMA 3R protection against rain, sleet and external ice construction. ltf; `;;.' 4. Transformer second shall have a pull box, minimum of 20" wide, with wiret '' '^d: ,,.. bending space adequate to meet UL and NEC requirements. Secondary feed to be two separate 1200 amp, 100% rated feeds to tow separate motor control centers aslr�, shown on Drawings. Pull box shall be factory-furnished and not constricted in the :a field. r T J. Nameplate ...,,; Jf- � 1. Transformer shall be furnished with a non-corrosive diagramatic nameplate per u t.,...,:, ANSI C57.1.2.01, permanently attached with non-corrosive hardware. The :zz;: diagrammatic nameplate shall include the name of the transformer supplier as :�r,w'ti k kN well as the location where the transformer was manufactured and tested. K. Temperature Rise 1. Transformer shall be an 80°C rise unit and shall be capable of continuous „rt to j'JY• fp• operation at 25% above nameplate rating. This overload capability would be :s. Y.. ` I achieved on the AA and FA rating and shall be accomplished by allowing the transformers' ultimate rise to be 150°C. •.(.C.' .gip 2.3 Factory Tests s,,��,.,r�� i✓�� ; A. After completion, transformer shall undergo the following routine production tests per ANSI C57.12.01 and ANSI C57.12.91. Testing shall be accomplished using calibrated test equipment, which have recorded accuracy traceable to National Institute of .ttt# r'1Fy •�' �''i2 �. , _. C5-4199-00 15470-5 DRY-TYPE SUBSTATION RO—3/19/01 TRANSFORMER St-2t F + ,' !W �,.,-t..,,t,�.,«..y;:;R:.r,. ^rxre-^F..r.t^�.rt rv•i.,+^_.•nw;w�!�KnYl,!Wi!�r;!"'?rrv.m....w-...-..w...rw±! WAR!im9!±f,?ra?au�t�Swvjy!v�;••',.,4N�?�:r�t.iT't'�d•S "c •{• t„ �,�i 1.�R�t`�'� �e,1,,�x..>~ `i(y't`^':;., ,sr' �,;: .t �`r:' :tw. 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F S�< ,Ct�, ,.n�{• ,�� ' �I'b47k�fri++.4t,a�.,n.�:...,.N:.,?!ti,`.iahai;di�s;,w.�+at...J.wc.tay.�,+nut,ir:,wa....:i..,. . . .,..........,. ».•.,.,t+vua,aa;»,aL,n.,.t.a,Nor,rn+rme„dri,o..+,w.,+.�!-cn.:, t,..,o s...r...l.`,L.eawve�v,.wkiaua+iwra3+�1e+!•>tiM 7�1'zCC:,�PX�. 7'��,s}�r }�� t �t Al WATER POLLUTION CONTROL FACILITY EXPANSION T CITY OF JEFFERSON, MISSOURI ;`' `,""' t b ftyl�,4 t I}5 Standards Technologies (KIST). Certification of Calibration shall be provided with test reports to Owner at time of shipment of transformer. 1. Megger ' ' ' 2. Ratio 3. Resistance ja . 4. Phase relation ;t. 5. Load Loss, Impedance and Regulation J'~ .6 No Load Loss and Excitation Current �w 4 7. 100% QC Impulse Test 8. Applied Potential Test i x 9. Induced Potential Test B. In addition to routine testing, a 100% C Impulse test shall be g Q p performed on transformer with unished time of shipment. ;tNr !, •. th results to Owner at ct > >; C. Provide certified production test reports for transformer. ,- 2.4 Accessories A. Standard transformer accessories shall include: 7, 1. Diagrammatic instruction nameplate 2. Provisions for Iiffing and jacking 3. Removable case panel for access to H[V taps 4. Continuous copper ground bus. r' 5. Line voltage adjustment taps 2 -FCAN and 2 -FCBN All at 2 1/2% rr: P B. Documentation for Owner's review: "• .tr' :;t 1. Outline, nameplate and connection diagram drawings. �? ; „ < °ir • 2. Installation/Operation/Maintenance Manual 3. Certified Production Test Report(s) containing minimum information per ANSItiir'': C57.12.91 }<. PART 3 EXECUTION ,•}=,T 3.1 INSTALLATION qtL 6[tit r } +w1 A, Install transformer as shown on Project Drawings and in accordance with r � ii• ,k f } manufacturer's Instruction/Installation Manual. B. Coordinate transformer work with any utility service requirements and in accordance , with Division 16 Section"Basic Electrical Requirements". Y C5-4199-00 16470-6 DRY-TYPE SUBSTATION � �•Y ti• {' RO-3/19/01 TRANSFORMER f�ViL t, x'rr�r{r•�r,-:' v ;cnp;+,""'+;i+*'i1"W„ ,"t'ww, r ov,..,.,..r-.,>,rrn^ _,Kttr; art ?'r,'I,.YU� .. PW t . tt3. P .i..:, xxa'�.3t+>:?i�?t .0•�, �. '!`'�4v .y r,}..s; t �. t, ';�,•fl r� "�.'. �r.,ltr". •�- „ �i{ } !..s t•,'1{'a!, t y_ f, i;r s t S 'rti4•!. vY' a. ,t, ';Ytatwt,'�}hl..�r�j-fT; f `;? ,. 47d ,{'}•�`��?{!,' dN,"?g f;+�+ s:'<,t� M+ Jr .,rFF.,tl/,uaf i;3i.tt}}��.y'11.•.:ftn�4'r tp77�P'.,ttty'?.uy,: •� ,4„': 't'r{}w,.,,r1•, tl'i=xhufu r.,t?t.4e^.�S.,4c y,., J4+'� .. '44P1. tft,if' .{� �,X, ;�`.v "�r,.ti I,'�W,r•.!;,�i!.11,J,C� k',ri,r-;'I,k.,,�y •:+r t �.�c`.�...jh xynr,Jirs7Fr!i•1 ,riN�`•! �rry� t•n�P .t r•.�', '�i,: 2r h'•`. � , ! ,;t rT.f. ,. zry>-4'• °� . .fir Sj,t;..F•.4, r .r ,� :, e ,tram , 1' r 'a r� a, 'S''•. t�i+'H5-qh'i'.:>.Fr. 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Jk?A„ �• ?��, t "r' '�+'.��' L��.?�"S`k'k}�1'ti'�?J,;t�,3�, v?°F�,4, ';'.'•<. r i� rr .$, e r r. i.. x it rt,4:t. a'�'r�l'�lt..yFdt.>, !��,t'�`xJt<h}� sw eh5 � ''t �. � e •4' �y"7�.'.> i} jSln k• 't�!' nr n`6 .• i'. } A .r+t' r,) :tt'' .ir',tr t tjv.:n,•.r;.�Y�`t{ , �;ts`,�,h`,3 :d,'e..;y C,= ..:� `r•. ;>ij' '�.t?��,'i�i, t� key• M 'E 'P .ry,KS�kE t §t y t{4' ,♦�s.�'��Y '.�'{ � �':t' ..1"�k r� ti F+�,Y, r `�,a'' '1�1 .F '➢ j�71 ''f r�'� 'i{�I t, i y�y i�: Itl '.r�, f�,�,� aA�� {..� � 1 T j+'� {{�� f ,&f;-de< �' t � .S j- t.' � , {.' !t j, ^•,.t�'. .i,;. .�.,�:- gt,.{ ti� �:e. c- Y°", WATER POI I UTION CONTROL FACILITY EXPANSIONv� �; CITY OF JEFFERSON,MISSOURI Fw C. Provide concrete pad with sufficient structural support and install transformer inaccordance with local codes and standards. Concrete pad requirements should be k. , , +�r1 coordinated with transformer manufacturer. Refer to structural drawings for r,. construction details. ' D. Grounding should be per Project Drawings, Division 16 Section "Grounding", and in ,i accordance with local codes and standards and in compliance with the NEC, r 3,2 TESTING A. After transformer is installed and after electrical circuitry has been energized, demonstrate product capability and compliance with manufacturer's installation instructions. '= B. Field-testing shall be conducted in accordance with Division 16 Section "Electrical �'�Y Testing and Installation Check-Out", as required for final acceptance. L END OF SECTION 16470 Iry 'i'3•A d}� tk}�}'. M1 f.a . '4 CS-4199-00 16470-7 DRY-TYPE SUBSTATION F:•t RO—3/19/01 TRANSFORMER i } , 4' �" t r � y yF{� T '.f FV t'Ti d° a t r, '., tT�I� 4 .r or •t' `{,' �: 3 ��ytt,sr3-y�x� IM RIMINI>? ��'r 't t {•l,sfl'r: ,rl�,, dt. .'�.�,:. ; ';�.. �r 1L��4• .E,�r.�•:{�•r•, t•,.7•rii i. �c�'�w.ti :n .•� �. �.�•. S. 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I. .< .-,. ? ::j,:{},;� s✓ -,F t 9,t:' r:. •a ^+.�7�:f .p,.�.j ¢J .t::asQrt txh.,'t:+ ..i. r` G .:, G i t c n :'.t4 4 11 :" 5 '{'ti -`'�t 33 �y 5y�,, t t v .,i.. "1 ra5:.'�'t,,.�f,:4I'ry��i• '•;4}Yi=\,r✓.i,J�s'J<i.:�:'('}[''i;, rJ,•�,t: l .s�....t.�,. t i:.'t r.:1i,��C. i*i{.;. �,rll.U:,G1�r,Yi rz�':i�'i�"}r.{7. ,�{'d ) r t J , ,'r.: rt 'r :n iJ ,F. r1"�.r�f t �', '�}"+t•.Fl,' .v t, �, .}fi�',A�d,18:tj x�• }}t.rd r:,`6?.r1d.�{�"((rt5:4•g.�ll�. L �.r1 trr�, ;tf i . xa, s 7.' t`� �'�5kta+'�.,'::w4.t'i....':`b'S��nL"v.:r.. ak:...1...,.1.•...,�..,.,w�«im..'r.sr�lrwJ,M+54i�(Phb:ki br,r<..is+i,.,,.i„ .......v:..ti,..,.,.r.i...............uwJ.,z�.u-N.k,r,.w+��toulvi,iw,...:.,.:.....,:��..._.�,li z:„;a,-w5''.' ti:i:lrAJdiwial�.Y��y�;�Nw,+A.@'i+. �t,�.' ,dl.:'a: '� WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI 'y"•� r t SECTION 16481 —INDIVIDUAL MOTOR CONTROLS AND AUXILIARIES GENERAL 1.1 RELATED DOCUMENTS : .wy1 A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and Division 1 Specification Sections,apply to this Section. 1.2 SUMMARY c Electrical A. Division 16 Section"Basi E t ' lec Requirements." ;r B. Division 16 Section Wires and Cables.” L 3?° C. Division 16 Section "Electrical Boxes and Fittings." D. Division 16 Section"Grounding.') E. Division 16 Section "Electrical Identification." F. Division 16 Section"Motor and Circuit Disconnects." G. Division 16 Section"Electrical Schedules. Lu 1.3 SUMMARY a A. The extent of motor starter work is indicated on drawings and/or specified in othert X bai A , , a rdsK �, specification sections. 1.4 REFERENCES I �} a A. ANSI/NEMA ICS 6—Enclosures for Industrial Controls and Systems '. Ax4,cryt tS,U„ B. NEMA ICS 2--Industrial Control Devices, Controllers, and Assemblies 75 ` 1.5 SUBMITTALS ' A. Submit manufacturer's data on motor starters. B. Submit control-wiring diagrams nor each magnetic motor starter. 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'•t ..Y.. t .t t,t �4:r'k.5 )�tt,ti.,7,:14 '`�' t3p {. `ys %,a` .0 y;ty rrri'C.�?t+�Yri, )�S�t! �R�,t.::i'f�.,i•'� ^99l' tYSS 6y t i ,r=;A 2,r:/`'r�j'ta' , tr° i G '.ke 's '' F [ '' k i:,'i,Y.i S''".^ 1� :�1§r,t� •.,y# A S j' '••v •es+Fitz+X; 1: I f.: P S:'i' = t t 1 ! S,t r , 1v .y,t'vr•S�<+'.-r'nt ,4}o' aM , ^,� �7J5.,L.P tf�.Xc;,i'ni{`t ` t '• ,i u.S 3 1}• ?' ,r�},.+£lt�jv�;'��i +7 n�` E.+ ri �' }et� t t i.. 1.tr:.r+eSsr,,.;r,t, er:sv � ={i}rti•. F ,' .K• 1 t J �� ar^4!?��t 21��sY. a,�,'a i. 'at t.t; , .. .�� :. . � A ,•�P .....`a..s• .:t.., Mites,,.,t...s.^+tu.,+:.«•..,a.+,�r.:..:., ', �,.r-..,�wa,~�h.,.4:•r,.arwsrnr.a,t=neo'xtr,rhw».:..Mw...e..,....,;... .. ,.>...^» >. ,,;,k7tnM,iZ.r+a+a+.Gah'eul srrtdl>Mk.i+idtlskrffiI5u}IcAia"sriu;:c',�°}'. t{ r 111 k1, ffik WATER POLLUTION CONTROL FACILITY EXPANSION ' CITY OF JEFFERSON, MIISSOURIY}`';'j ''�^'' PART 2 -PRODUCTS �► ``'`;' ,`` ' ``` 2.1 MANUFACTURER A. Magnetic and manual starters: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to the following: 1. Allen-Bradley ` 2. Cutler Hammer 3. Furnas 4. Square D i 2.2 GENERAL 'g a"t' A. All motor starters provided shall be NEMA rated, no half sizes, and shall be sizes, } types, and with features as indicated, or as required by the equipment to be controlled. )�ry ' .' r< B. Provide all magnetic starters with hand-off-auto switches, momentary contact 7� pushbuttons, pilot lights, and control circuit transformers as indicated on the Drawings 4 ,,, and Division 16 Section"Electrical Schedules" Ot it 2.3 MiAGNETIC STARTERS A. Provide alternating-current current starters of NEMA types, sizes, ratings, acea ..,; g id features - ' +fit �p,�:Y�•, indicated in NEMA 12 enclosures for indoor electrical room, NEMA 3R for outdoor installations and NEMA 4x for any installations near the process unless indicated otherwise. Equip starters with solid state type overload relays. r ;'. ' B. Provide door-mounted switches, push buttons, and push-to-test cluster LED type indicator lights on all controllers or separate enclosure doors as indicated by Drawings. t will be rated NEMA 4X for installations in process areas. Verify e r ; Such equipmen wil P f3' tir�. of control devices, switches, and auxiliary relays required with approved equipment q submittals and with the Engineer. 'xt 2.4 MANUAL STARTERS A. Provide single-phase manual motor starters, of sizes and ratings indicated. Equip with . ,t manually operated quick-make, quick-break toggle mechanisms and one- piece melting ' alloy type thermal units. 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Z't, r, 17 :{ (�k ,�,is �tt�,f�t 11i r�`r�t°�f i•�,;,{al a:i�y,.l ,. .''Y. � r k i :`�44'i�7t ryf'fe}5 �Y..� `��L u141� 'f7 tµ < �:�::r. t } , ,�.+:., k4 ' t,i i k t,? .A i y;, ?t,�,t ...'�, !�i3•::L^^.t7 s,} t., ` t7� ., ''f.�+,� } �� :� �j t'��• 4 f� to rE f��a� .t,., 7 s Y. �: �,� ua„1 x t�' ittt '�� ,.�d f, rt Lti:,:�:t+`rtll�9it pti lMYitj�lk!BA�ltipt7ttMR'k1,�„rw. ,✓«wYY7Jrs WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI 2.5 MISCELLANEOUSt,'m° ; («. -W A. Control devices such as push buttons, selector switches, and hand switches mounted ` local to operating equipment as shown on electrical and/or instrumentation drawings, g ,� ' are furnished as part of this Section. t :N4p PART 3 -EXECUTION 3.1 INSTALLATION A. Install motor start ers in accordance with equipment manufacturers' instructions. s , ` 3.2 CLEANING rya, A. Clean and paint scratched or marred surfaces to match original finish. 3.3 TESTING A. Test each starter, including all control devices, for proper operation. Make corrections t as necessary. 4 '-r' 5 4, B. Perform acceptance testing as described in these specifications. END OF SECTION 16481 r„ a qrt r. 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L �7 �� ".eft ; r, � �; 3 t .K ��""}}v c .� � •r+7J,t�, 4cS'? ?��; .{S.(.',1. :.,` � ty § .,t..,, i. ;..,�: t , '% , r, s'<a a�.r �' r, , ib; ga ! �. ,f,'.t.t •r,,' � 6.,,�,ggt�,f }}.�9'�7it� 4't�r,tr�rf"s, +a.�l,E'<t'�'� Rt�,�t tt {t Ye, v' ,r. r,j i a r ^., a;.fr'., i+•"'t rlr Y"iSSJr,�yr '441 v C''}�;•7. d u,, � t ',Z t t4'%+y�'1.y;,>,.`:!•1'"'.ld�`•,��:;r rt�S fl,, S�a.,,d:;tr..Yl:•.3'rJ�>;Ann,.�A .,,t.:..'. .n...__.�.iJ,.ro+7ah+.:,',af+�s.�kaaah:�?rN.fn•'S:rwi4.m•.,'•,n,m;n ad'..>;x,.',.n.',.,xh�„ IM„> ,«.�,++.m,,,xeV.�iXaek''�,w.ara'l it�wsye+y;trs,urNt\,..,.u:.,,.-,..,qtr,,Mn+nr'raa�,t.iky#w,t�iG:. 'i�drniriwl�.v.wut. ��"?�}, WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI SECTION 16482-MOTOR CONTROL CENTERS i5s ;r��`we PART 1 GENERAL 1.1 RELATED DOCUMENTS A. Drawings and general provisions of the Contract, including General and Supplementary ;! Conditions and Division 1 Specification Sections, apply to this Section. ,'t ' 1.2 SUMMARY +"t A. This Section includes 480 VAC motor control centers (MCC) as shown on the , u, 1�. Drawings andspecified herein. B. Related Sections: '�i} a ` 9 r ,5 1. Division 16 Section Basic Electrical Requirements. 2. Division 16 Section. "Raceways." i;" 3. Division 16 Section "Wires and Cables." `'' t •1' �• 75't;�. 4. Division 16 Section "Grounding." Yi 05M 5. Division 16 Section "Transient Voltage Suppression." a t ( .•fir�t� 1.3 REFERENCES A. Institute of Electrical and Electronic Engineers (IEEE): ,. 1. 1. IEEE 344 Recommended Practice for Seismic Qualification of Class lE Equipment for Nuclear Power Generating Stations. Iy 2. IEEE 519-Harmonic Voltage Distortion. gt B. National Electrical Manufacturers Association (NEMA): '�: 1 NEMA 200 - Enclosures for Electrical Equipment(1000 Volts Maximum). e . 2. NEMA AB 1 Molded Case Circuit Breakers. 3. NEMA ICS 2 -Industrial Control Devices Controllers and Assemblies. ��;it' x n 4. NEMA ICS 2.3 - Instructions for the Handling, Installation, Operation, and ' t Maintenance of Motor Control Centers. °' t N rYy4c��'s F r 5. NEMA ICS 6 Enclosures for Industrial Control and Systems. s � C. National Fire Protection Association(NFPA�: } 1. NFPA 70 - National Electric Code (NEC). _ ' D. Underwriters Laboratories (UL): 1. UL 198C -High-Interrupting-Capacity Fuses, Current-Limiting Types. ;'•' 2. UL 198E Class R Fuses. C54199-00 16482-1 MOTOR CONTROL CENTERS ` x RO--3/19/01 W _ y�,. Wnu 1:y �hA'2'�VNMv,^C tiµ, ..es !f '�r+`t.T^:."1,;: .,A:1 I.:T,• /!""'.'!"^.;.'""�','_,,,?;,' .;,.t :.a vt � 2, !,MS'• i'.+Y c.><.y�'�4't' .ri ,vnr 'i�?. iC} / .� ;ws�,»tiy`'f.:r.:}'� 'M ,t t• lt�1S st;4•r"J• �. .3 .t"' ,r� 1,�" RS.,..'�2^ % ''�`ay. }7!' •t ,r a%'` ;;� �r \K•� `.ski �7'.1•P. °�'f, tan il�i .h. r..,n�u° k 't i P t�' � \ tV, ,4�.,,' J' j ,�,1'. 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(�' ..( i 1', s' .1 r tl. 1 }i7 ,w� -'xW ,t •rx+;rer'r.;? t t, 1 T'« 4.(!f5*4�•',"`��t.'A:c.�p�i{' �7.w'i:i'.� t�.. t { r., t S f /t ;.�nyi d ( ��} +t,'; :\;N. :t.. 'z a f ' fir.: ."l i.F•, ,i;N kt ,yf:, k. .�,, .SNS:s ^cirjl+2;�:Sr': 'g. .v, 3!t •.'k -Y k'n 5 X" !�! Li ,y+gip�rY``��"t4l*'�S>J{7�1 �i .5 `< .t i ;,r t ,t!` ,�!,ii trf K ,�., s+} 7fs tui,`:R+'?,:vL•;iL kxi�:h�n,}; � �lq w� }t W.}.a3r A},+x.„l�ry,.,i k�,c.vtx;!.�.tr..usSw.,.....,(.w.r...u,..t.......w:,..:.,.,:... r. c .. ,....s,.....nr nr ,c++4w.r.r„w.,�..,J.i:,,.r.,1+w,wtrw v.c. . ....�.... .. ,..., ,.,w.rv,(. ..,.,..,rwrw.:,.»^R•aw't }'� � a WATER POLLUTION CONTROL FACILITY EXPANSION s3r �i r K CITY OF JEFFERSON, MISSOURI 3. UL 845 - Motor Control Centers. 4 4. UL 486A -Wire Connectors and Soldering Lugs for Use with Copper Conductors. 5. UL 56L6—Variable Frequency Drive. 1 ,, E. CE Listed V. 1. CE EN50081-1 —General Emissions Standard. ' 1.4 SUBMI'T'TALS A. General: Submit the following in accordance with Conditions of Contract and Division 1 Specification Sections. B. Product data for each product and component specified. . ;i �• �.. r C. Shop drawings for each MCC including dimensioned plans and elevations and ` component lists. Show ratings, including short-time and short-circuit ratings, and v horizontal and vertical bus ampacities. D. Schedule of features characteristics, ratings, and factory settings of individual MCC wt x units. 22 Yfl. 114 off,:, ' E. Wiring Diagrams: Interconnecting wiring diagrams pertinent to the class and type '" specified for the MCC. Schematic diagram of each type of controller unit indicated. t F. Maintenance data for MCCs for inclusion in Operating and Maintenance Manuals specified in Division 1 and in Division 16 Section "Basic Electrical Requirements." 1,5 QUALITY ASSURANCE A. Provide MCCs that are listed and labeled as defined in NEC Article 100. B. Product Selection for Restricted Space: The Drawings indicate maximum dimensions ;•�: for MCCs including clearances between MCCs and adjacent surfaces and items and are based on the types and models indicated. MCCs of other manufacturers having equal performance characteristics and complying with indicated maximum dimensions may �' '� ?' be considered. {� '"fit r�r rr1 cif. .4;,� yr - t•, C. Motor control centers shall comply with NEMA Standards Publications No. ICS-2-322, :, UL Publication UL-845, and the National Electrical Code. iA (rc ,A1 1.6 DELIVERY, STORAGE,AND HANDLING A. Deliver in shipping slits of lengths that can be moved past obstructions u� delive ;e ;# pp K p p rY }: path. 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'�'' y ' .�..�.:�.z2:}.;9..;tfy ��. �•.� "> }'. t!�.t•2".1 ,i„ ..i 't 'y • i.�;f.tb++'✓tt,.ryW$t+.ex-.w.h,.r+.r..,,r.etn..,e..nrwx .n:.-,.. .,.«.+vw...v».KASx.a�YtattM"lo}t+>r+r'!h�.shr.ru...,...........,....»-...,++tw+,aw•.,i.+i.Katintrl'+%CI�'t�+aV'�te.+iaswGrtfl.. 'l.txj,"f��'';3? �^ WATER POLLUTION CONTROL FACILITY EXPANSIONt':. ' CITY OF JEFFERSON,MISSOURI . y B. Store so condensation does not occur on or in MCCs. Provide temporary heaters as required to prevent condensation. . ' C. Handle MCCs in accordance with NEMA ICS 2.3. Use factory-installed lifting 9 provisions. 3 t. 1.1 EXTRA MATERIALS A. Spare Fuses: Furnish three (3) spares of each type and rating of fuse and fusible devices required. t:'st B. Spare Indicating Lights: Furnish four(4) of each type required. r„, t C. Touch-Up Paint: Furnish one(1) half-pint container. D. Keys: Furnish three 3 each to the Owner. f`' ' PART 2 -PRODUCTS1 '.y` ° ;; '., 2.1 MANUFACTURERS A. Manufacturers: Subject to compliance with requirements, manufacturers offering ,-mt products that may be incorporated into the Work include but are not limited to thek�� following: l. CenterlineTM Bulletin 2100, manufactured by Allen-Bradley Company, Incorporated (Milwaukee, Wis.). 2. Model 95 Plus, manufactured by Siemens Energy & Automation Incorporated (Wendell,N.C.). 3. Model 6, manufactured by Square D Company(Palatine, Ill.). ” .`,,-`, 4. Series 2100, manufactured by Westinghouse & Cutler-Hammer Products, Eaton Corporation(Pittsburgh, Penn.). Fs 2.2 MANUFACTURER'S FIELD SERVICE M A. Provide services of manufacturer's representative for two days to check completed motor control center installation instruct and train the Owners appointed representative, and supervise equipment start-up for each motor control center. S{qci B. Manufacturer's representative shall field-calibrate and test the proper operation under '. load of motor control center equipment as required. � C5-4199-00 16482-3 MOTOR CONTROL CENTERS RO—3/19/01 +--+f•f,n......�:a.ty.r�•..�.r}.. .. �r.�.,..+µM7....�'tP^r ".Ci.•�r F rq t ,e Ys 'ci,� ':x'',`�.:'.+'it et_.s r`;?;'• l,:x;.`,�.�}"'i`"�i'1',iij''r�-err'ww+.Nrf�aow•�.gr!.Mam^._.'__Y 1>.� .�.5�m•: 'ljt k .5\A?f�+•sl° n.;l�:'S,!'t 't:'i 1 S. �'� -} > > 1 ?��5, N+.}�S' Et-1,.ivaY :F X.fir t� t� )3q5. � •�i 4i. { rr�. 'v R, �.;,4Yrd f �SLjd �y.,:.n�a• `!.r �.rs4:':},.t�. :..e;..�,/: 'i.Yt,•'r,,:.u.,.i}it .1.s'4t,'. r �,,.�,i�: t �•.,ts `!jt§•,- �'c�,�yt +, �-T;'�•.@ ,r#y,� .r +r .j, ...'� `fi. '3!;KT `s}''r'rY .,'.•r: ..J,•>.1„•, {{ �a .,,iiv(k•,. ,1,y.'.k:,jj }{..itr j..+.,,n >;.,,�yj,. yJ: ,S S �if.5'r�flw 4'? 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Y `i ' i'` t sr :�:i�yF``..i. t; '� •,tiff'. rw 'g'�,L�tp��,'.,51'rk'Yhr,�fi,';..t `�t 7..`� t +a.t .�7� 1t s ^ s;� +t,' 1 1 �'t � ,it t;.{• ;,. .: •'r'tw q 'i(��'�[1,y�Sui^554.v .!�y•{'�F�'��'' �C. ..A�Y �t. 1 is _.l r i.,., t S � "ffl^,� �� :, �. bu jYi �1F�(Y2I'Etl±�;,� r'' i' +?1at ,• .�' : s + �;..; :. , 1 .. ., ,. r U 2� { { ) .. " :r n.+N rare.�vr.+'rt?,ndd}vr�rs',*,�!rFnarst.i+.t+ih•uA•.'t+t.wM i+knw,r.a;as.;.,..,.r.a+:.�i.:A•warlA•±v.+leeriifrcMattYH4"�t'i� (r `r<. a..r..��Li`.�rn:��.a..L,..'Cd`r; �!•:s�i'ii.iu�,.'a-..s...y`t,f.G.'u,..u,.,s..AS.,.,,.•P,r14.i.aW..u,,..,......w..,......r..u....+ [.�s� NS }r✓yt t A,.,, ELUTION CONTROL FACILITY EXPANSION ` ' WATER PO � ,? MISSOURI 2 CITY OF JEFFERSON ; 7 C. If for any reason attributable to difficulty with equipment and manufactti�rer s representative is required for a longer period of time to accomplish successful start-UP, a i equipment manufacturer shall bear complete costs for time and materials. ;;rh t 5 s i tint' D. Manufacturer shall also, after completion of installation and acceptance by the Owner, Q� �t��rx�� .I � Lf. �tir' tl.£ provide any service incidental to proper performance of equipment for a period of one year without additional charge to the Owner. zt. ti 2.3 MOTOR CONTROL CENTERS a A. 'Wiring Classification: NEMA ICS 2 Class 1,Type$T. 1 7 B. Standards ed to meat or exceed the requirements 1, The motor control center shall be constructkr �� rk UL84S CSA and IEC 439-1 for motor within NEMA ICS?.x322, UL198E, , , �al ��•':':. control centers. The motor control centers Shall be designed, manufactured and �J: � ' tested in facilities registered to ISO9001 quality standards. 1. 2. The motor control center enclosure for MCC-100 and MCC-2.00 shall be NEMA G� 3 �., Type 12, cabinet type, deadfront, free standing construction with Bottom Plates. hall be closed cell neoprene material. Open cell gasketing shall Any gasketing s i not be acceptable. The motor control center shall be NEMA Class I, Type 13-T in accordance NEMA ICS 2. t: l� lr.'t Construction General s� C. Vertical Sections ;! 90" (2286 mm) high and 20 (508 mm) deep, 1 a. The vertical sections shall be except sections containing large VFDs and soft start starters. b. Vertical sections shall have internal base mounting angles at the bottom and * L awi'f external lifting angles at the top running continuous within each shipping block. Lifting eyelets at the top are not acceptable. C. The motor control center shall be fabricated from smooth select steel sheets . shaped acid reinforced to form rigid freestanding structures. Metal thickness for enclosures shall not be less than specified in NEMA ICS 6 'without ,. exception. £ rr.F4tc;t3; i ! d. Vertical edges of sections exposed to view shall be so fabricated and bolted ;. that the joints will not pass a 1.6 millimeter (1/16 inch) gage. xl e. Each structure shall be designed for addition of future sections required. a ' compartments, ' Individual compartments shall be, is from adjacent f. All equipment contained in the motor control center shall be accessible from the front of the vertical sections. ' To minimize the chance of fault propagation to adjacent sections, each {+ g vertical section shall have side sheets extending the full height and depth oftl. ' 1 as the section. t `� Fk ' CS-4199-00 16482-4 MOTOR CONTROL CENTERS � Y RO—3/19/01 �a. s*!e'r "F' sfn' YXnlj'v,�e�wX4,7 ��k��''?,�fr,.'$Y"'�7�2*9�'°•"�F ~!?�t��x'.�.. n�'''�l:�i� 1 g �,f, , .i', a�;.r ,�� i,fit`?.': -� P�?N'�'" -i. .T .t 1� fL' fXXr� r��Z�S.4��.j,trA�4�6��'.�r7`�,.�a r$�itf�at�'.�i' 1 ..� S�kt:�• „�.+ st ,�+' dC� '. rsC" .i<l 5. ttr�+:t✓s{z. raS:{<:i'��vi,:P..,�� ). .4fi'.5.1,1., ..J,k i,:z i.(b ..� i �C.. 7.. t T 1.�YA�,� t,s ��.2r7, 11,Y?�,tA�,s4�y rr .r.y.•ist •�t. .r i° },� �+ k4'.1�, +�, ,wk,,{`fjfJC.ezr� F,+7.'s.rti :`d�.k:,'.,4<, ;a,{:�"'r; iu,,r ;k�:i,�,'ol'+. "�L. .,;,'�.�t 1 .;'�2�r4. s� •.CtYk'=h!�),rf.y:.,,.r�}.r�,.,{R r,�s? t7aN t�,•,.?�. .� .say.,$ xl.t"y}'�i.•,t.!�;'•v�`t�'�Yktrs�;L.;r?txi,lst�;��iy�t,4 u,�+r^ ,.,n.��'t��E�;:.;.}t' tr? 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'y��.�:�'..:?:'.s ,!i,�4,r 1:Hi:i.'1.,,-Y{'xtit ....�•'. � �5 ar�Vj E' ✓. t .;i!?r j s �i,'fti5 ��-:h�.t,. •.'t�,i• `!'.',� !'i{°''S{'it'riC« '�.+f71_�t t`,� {�:'?> '"•s .r t„•1. ,,�', .� � ( 4i,.itJ' �} ,� o�. �•r� _ �T 1,tfi* .,}tr:$t�. �ti,"*'.. xt� .^:.� yr, _. 1 y ,s. i w ' t 'a:��r ,{•p tt :'{1ttt u�t't;\y .5''t i "r. 1 }p�"ic; 4� .�iyt�, •t• .y„�l .t �4 .fir �' t .q a 1 ,:'�. �' '. ,. t:t k >i'k� '.wtit„+'La+dtd•�.,ti.t_"ua,.-L_.:.,:.+'.-:.+.s.a..'»,t, u.,k�41e?.xYnila{nt,f!r 1�44ri4!�°ri'tsTKa rtM-emHe,.....a•,-e1r,M,riW.+s+eo!&,r,r+.ry#.�irn..w,.w•.r"yCS!k?4!Ia"u'r$2i,Rt�'ft'�47"'rQ.41.it9\mf•8ro,.n:l,rNww�..w.rcfM 1tKa,JI WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON MISSOURI 2. Wireways4r u= a. Horizontal wireways of standard sections, both top and bottom, shall be not , �.,4, <•, less than 6" (152.4 mm high. �Ai�Yt�'thr b. The wireway opening between sections shall have rounded comers and the ;t'i edges shall be rolled back. C. The vertical wireway shall be approximately 4.4" (111.76 mm)wide. {* t d. A permanent vertical wireway wall shall separate the units from the vertical ,t• wireway, and remain intact even when the units are removed. If a permanent wireway wall can not be provided, the bars shall be included in each vertical wireway, e. All control wire shall be UL/CSA approved. f• Standard control wire shall be #14AW0 minimum, stranded, copper, gray, dual-rated type.XLPE (3173) 125 degree C, SIS 90 degree C. Current transformer circuits shall utilize #12AW0 minimum wire with the ,�,' same characteristics as above, Provide shorting blocks for all current �r vr�yes" ' �• transformers. h. Terminal blocks shall be mounted within each unit, not in the vertical wireway. On non-plug-in frame mounted units, terminal blocks need not be pull-apart-style. On plug-in units, control terminal blocks shall be pull- , apart style. i. Provide each section with horizontal wiring compartments at top and �yr� bottom having removable covers. Line and load lugs sized to accommodate the size, type, and number of conductors shown on the Drawings shall be furnished by the MCC , :, ,; .I manufacturer. Unless specifically noted otherwise, conductor sizing is in accordance with 75 degree C tables. Power wiring terminations of multiple >4;::4=1 conductors in a same screw type lug shall not be permitted. ; ' � ,•f4""� D. Motor Control Centers MCC-100, MCC-200 [MCC-A (Existing)] ;'�� The motor. control center shall be rated for a 480 'Volts, 3-phase, 60 Hertz, 3-wire system with an available fault current bracing of SO kA,. Each short circuit protective device shall be rated to interrupt this fault current. Provisions for terminating a neutral wire at the MCC need not be provided. 2. Incoming Line Compartments t?h313 fits entry a. The main circuit breaker vertical section shall be bottom The main support a 1200 A horizontal bus bar for the MCC, y breaker shall be sized to supp � r x • '�a with the size and quantity of incoming cables shown on the drawings. b. Main breaker shall be equipped with ground fault protection. The motor control center shall be service entrance labeled. 3. Power Bus BarsSt'" f a. The power bus system shall be supported, braced, and isolated by a bus +ri polyester Y support molded of a high strength, non-tracking glass-filled : ,y, yh Sal {�: material. Bus bracing shall be rated to withstand the fault current listed in" '' 2.1, D, I of this specification, but shall not be rated less than 50 kA (rms y M1,' symmetrical). i C5-4199-00 16482-5 MOTOR CONTROL CENTERS , RO-3/19/01 ' '•� 't.?:,Y •re;.y:,'�'!'r71"° Z?! .�! r `.'f f4 :*17".t,`y•t,y,n. h a,. : 'f i t .t' t'-�j';34C•)r`$$ 1..�''y`};,Y„a q•Tem'^•.•1�'"•'�:1°.`M �Ci;'°a = CS�. t,3":r�'7'r!i4 6��. 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F4Y.�4 :f, i7.�i!tG"�.: ,Yr ryd .rir �s f :"11 y t "t;!'�q •,,.rYz�:'r;t'�(q Yr' ,'.�•.,`t a, �: tra•4� �� tl,. �+, �(.ji: '� 9:,fi'•L:^•<,•f�.. f.z.e in :t." t4 t _ r., t Si i; i + .'/ Kr',,.,r, .�.: is E�lc�.y�,��tt ..� , N4,iJ;w}+,.dwb.0,4,t,;y,1 3 n,�,F-}a st ....,,:,«.,.,.ai.nn+>.vuer.F..,n...,.,;:,.,, - ., „ .�,u,....,.•a•+tt .s:.,,Lf'..,i.w...,.w,,..waw++.>,na,:y.www.fa:,.-:.._ ..... ..........a...,..w-:»...i:.wnn•we!i•1�±37�lYfL"fi'ht.., � 7 i,;., kStsq zq,�t°s'�'+r WATER POLLUTION CONTROL FACILITY E)TANSION CITY OF JEFFERSON, MISSOURI b. The horizontal bus shall be continuously braced within each section. It �r ;3��.t;, `1 shall be copper/tin plated and rated 1200A continuous based on SO deg. C rN} C4� maximum temperature rise in 40 deg, C ambient. Both ends of the horizontal bus shall have least two (2) � ve at le bolts. "i,�rr,<• ��4�:�. .Y C. The vertical bus shall be continuously braced and sandwiched in a glass- a� filled polyester molding,. The bus shall be isolated from the user via a red non-metallic molded cover. d. The vertical bus shall be copper with the same plating as the horizontal bus, and shall accommodate plug-in loads totaling up to 600A, ' e. The vertical bus shall be connected to the horizontal bus with two (2) bolts, and each bolt shall be independently capable of handling the load, f Provide a Surge Suppression System with circuitry Vin{ PP Y itry provided to monitor the status of all incoming phase conductors. The Surge Suppression System . is'}'h 4x'rya1,Fr E� shall be protected by a fused disconnect switch and shall be rated to provide a minimum of 160kA per phase of sure current protection, in accordance t P P g p rt : . Sr7 � with Division 16 Section "Transient Voltage Suppression". 'Me unit shall be ! provided with on- green light as an on status indicator, and one set of dry contacts rated at g. 4A, 120 VAC, for remote monitoring of protection status. Provide a power bus splice kit to connect units together as shown on one line diagram. 4. Ground Bus Bars ,j a. The horizontal ground bus bar shall be tin-plated ted in ' copper and located the ' the full width of bottom horizontal wireway the MCC. The size of the ,;'�:.- �. ��• ''�'��=t.. ' horizontal ground bus shall be '/4" x 2" (6.4 x 50.8 mm). ''�� "# 1` WA b. A full clamp-type solderless copper or copper alloy lug for No. 4/0 AW G stranded copper cable shall be �f: 3,t•,' ti ,r ';:s•:. .,t Pl' provided at each end of the bus fore`„ ; ' f ..� connection to the station grounding system. �Y C. A grounding stab shall be provided on each plug-in unit, such that the stab engages onto a copper vertical ground bus prior to the power stabs '' engaging. ; . r. 5. Isolation and Insulation a. The stab opening shall not allow en t 6 P g try of a /� (13 mm) diameter rod. . Individual Units a. Unit Mounting 1) After insertion, each plug-in unit shall be held in place by a latch that is Iocated at the front of the unit. Multi-turn latches requiring more �•��,Y �, >w��° ti �.� than ten(10)turns per latch shall not be acceptable, 'Ell j, 2) The unit assembly, except main circuit breakers, full section units, . and auxiliary control devices, shall be drawout type removed from the qL . r front, without rear access or disturbing other whits in the control � center assembly. �! 3) All drawout type unit assembles shall have positive guide rail system Ij to ensure alignment of connection to vertical bus. .�y, "` `; 4) Plug-in stabs shall be mounted in polyester molding at the rear of the i unit. Wiring from the unit disconnection means to the plug-in stabs 'I C5-4199-00 16482-6 MOTOR C ' ONTROL CENTERS R0—3/19/01 �! , ,�:,t"�4 .t �" !��r '��, r i"r�r.�•f%3' ar`•+.��.:r:y, .r.. .r `•n';rt i�>i-r.T;ii�,�;it,,,...�, 1Y.,`..'n't '�+-2t1�.at�k r�t°+cra^ (,�»�t ffil -�..x�.4'+t'? �t��jy( j t. Y'J:vV' i`t r1.52 het y G i j '� 1 1� T , t t t q+f 11r J ri 's<S� `•"' i. {++ _}{s.. f t"*S 6 r) fl. �) S ) :I Y. l 1 .�. Y '�"" i> ,i.f f•!'t�•4W a q• "`"'Y '`, ,i.,• •,,�,''..r..'i t...a,,�t�;�..t3,.,{. y •1 ,.t t.qa .�. •j tt �.t"n 't. < 1 Rrt , :S .!.�Ft'SH':'1 ,'k.s'c, :Li,, f.�'F � i t,� 3 � �i'�y,.f rS'}��! +�'X rr. '.•��•:xSi�'?":t�: tp ,„...a,4f.,ok,-,':r. , : {s;�r •+:r.',t G {i; y ::i. ,t'?t°if i. 1e•;�?s.,.. .,,<.•,s�+�•q, �.� r`i .� ,�_.• �' ,<'.-`f: ,tt, r r<t c. ,; iSt,,,,. .e ,t. �.`� _,�; , `t., ti •q+:i ,,:;.�,,i��t �� w. ::� �`1 r '�v.vt 4 rn d;, :-.1; a7L i�.}rq{fair"� ;a� .ors 't'� :., :�,.,,, 1 t:- `i� .:; ,. t. .•.rJ � r. 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' ,r �� X4,4 c.Y �;4ri•�.ii�'.� ,�t. t'` tiff .J,'�;yl'w4i:�..:e'«�1:.,�i�f%SF`.;tr��•ii��3., .. ....r...,_a.. ..._..,.. ..u..vK.nvi,.,ra..-s,sa.+.,.r+F,.ari cu++,,.w,.. ........ __.._.u. ..... .... . ... _.... >„w.i-...o-�:J.k�.ti�,.._....,.. ,.. .: .....L�.,r...wd S. �e � t�i Fit r WATER POLLUTION CONTROL FACILITY EXPANSION �'4'{' `,'y�• CITY OF JEFFERSON, MISSOURItt;i{.'':'. 'J rt1.11.SylA `(� P. iU�3i(�♦ 1� ��F�' shall be routed into this molding such that the wiring is not exposed at the rear of the unit, 5) The unit door shall be fastened to the stationary structure (not the unit t�:ak=,.•.: itself), so that the door can be closed when the unit has been removed. , The door shall be hinged on the left-hand side so that it opens away z from the vertical wirewa 6) Units shall have short-circuit current ratings equal to or greater than the short-circuit current rating of the MCC section. `'` 7) Units in MCCs with Type B or C wiring shall be equipped with pull- apart terminal strips or drawout terminal boards for external control _ connections. .}:., 8) Overcurrent Protective Devices: Provide types of devices with features, ratings, and circuit assignments indicated. Individual feeder ' tap units through 225 A rating shall be installed on drawout ' : ; mountings with connectors that automatically line up and connect with vertical section buses while being racked into their normal `'°``' " `" ` EOM f��i�•C�•s'1-. 1,: :. energized positions. {` 9) Spaces and Blank Units: Compartments fully bussed and equipped with guide rails orequivalent, read for insertion of drawout units. 10) Spare Units: Type, sizes, and ratings as indicated, and installed in I compartments indicated "spare Si1t��t 1- .,X17 11) All pilot light units shall be push-to-test type with lens colors as specified or shown on the drawings. .':.' b. Disconnecting Means �y1`' 5 ' �t,'",'lllyi•? 1.) The operator handle of all units shall be interlocked with the MCC `` M'77tr, yy• el frame, so that a unit insert can not be withdrawn or inserted when the ' Y;':•,;r; operator is in the ON position. �y .::•_. 1 ; 2) Each removable unit shall have provision for padlocking in a position in which it is disconnected from the vertical bus although not . removed from the stationary structure. C. FVNR Motor Starters , 1) NEMA-rated, drawout, combination, magnetic type with disconnect device starter, control power transformer and solid-state type overload relays with ratings and sizes as shown on the Drawings. r ;t01 a Starters shall be full-size rated. Half--size ratings and IEC-rated starter r : units are not acceptable. P a, „•: 2) Control power transformers shall have a VA rating at least twice the ta7 r = r. sealed VA of the starter, and shall include dual primary fuses with one secondary leg fused and the other leg grounded. 3) Interposing relays shall be provided for all size 3 and larger starters. •Nt # 4) Disconnect Devices: Provide Thermal magnetic circuit breaker withr a 'j disconnecting and short circuit protection. �ti' •. 'I 5) Each starter shall have one yellow and one green Push-to-Test pilot light and ahand-off-auto selector switch, with position indicator ' I' •t contact, installed in the door of starter unit, devices shall be heavyY;;, C54199-00 16482-7 MOTOR CONTROL CENTERS y i r 4' RO 3/19/01 , K ff t t• 5' v+n•e+• TFr R s. Jt�p t. .Kp•Y,...T'.Sd 3C •... . i`*r^ ,<.,:. .., 1 »�..y c.�w«w w .'"".^^; :» •�rY. ., ;;;t } q.. ,.lc+y. ,:�• �S •.#•' i7`t�,�.y.{'" f1, .t.t,• , ' t<�,F t:..ate,{Sil:rin±;tl;,.,,.}�'t, ',�'•i,;tr ..3 .0 l:r'�Jl, }1.,. 4'. 't<rz` •H � `i x'�"+,�tt'� Klk•K". 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(y� nn: d•'�';'ji�•�'4f f<ix,,rai,�,"i;'�.5:::'4'S ,} i t t' ! r� 'Ir tr { 1 t, i. r}...:. { .'4�,`,,Hbt ��: t., 'R A CtVt, j' L+bYt 4`.t �{ a ! s. z t 7; t t?. .t,,r•�-i(' �!a;t. r�z,�,' f��-� tJ �Y� i% =•f �. }u' "tt r.r'3'tr'ti. }� it a YJ .j;rrrr`>E*.fJ' '' :{ 't•y• tyzh'` y y s( }'' >��"c+x�r"`^id q¢�*`f`zr z�� t�1 r i ,.• k t .,: -'.� •" . � J •r +r r v r'' J'l�.iN'7+��i' '+31;�.YwM,i�lw�.w7V+lt¢ttnA+t!iul'?�4K+C?A+M'tAY•�t+abi4l>::+..+�..+«+M.w,..v;tvewr+to+.*mtL».-;ra,w„rlde,y.;n..asra rtr.,e*t•mr.t;i.«;+xr.»+�.•,. ..:..m..s.+,r«:..tk.wr�xx•x+httMhdN S+l.�d!?1'�k!„+'�(I•�.4�1 , y } ! WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON,MISSOURI duty, oiltight rated NEMA 12. The starter will be controlled through a ;, Tyfiz 5 DeviceNet network. Pilot lights shall be cluster LED type. � a,k d. Feeder. Units :; ,-�f 1) Feeder units shall be rated for SOkA (rms symmetrical), Circuit breakers shall provide overload and instantaneous shoat circuit IA protection. Drawout stab assemblies and primary conductors for each individual unit shall have continuous current-carrying capacity greater than frame rating of connected breaker or current rating of switches, w:h; Refer to the Drawings for size and rating. ':t! 7. Special [MCC-A(Existing)] ,1 a. Furnish and install all new complete circuit breakers combination type y starter plug-in cells for the following listed equipment to be installed in the I!{ ` existing Motor Control Center "A” identified below. All new plug in units ` are to be 1,0 space factor high furnished complete with; external operating ,'' handles, new doors including mounting hardware, 1-I-IOA selector switch, 1 red push-to-test pilot light, control circuit transformer, external reset , buttons, each. Equipment to be furnished and wired to control the existing equipment listed below and shown in the Drawings. 111, aY ryy'� .� gLi.•�:�ti. tYY: i, b. Equipment list: 4= rii7+ 1) sludge storage tank mixer#1 - Size 1; FSi1�TR 480v; 3-phase; 3-wire 02;s r ` ^ 5 2) sludge storage tank—mixer#2 - Size 1; FVNR 480v; 3-phase; 3-wire .;� 3) sludge thickener#2 drive--Size 1;FVNR 480v; 3-phase; 3-wire >��•:r;`,,;;� t+;� >:�;;, Equipment listed above is to he mounted in the existing Allen Bradley -E SCD 199-1 'sr{� {K':zr,,, motor control center MCC-"A„` ""A � � �•' E. Documentation e"y;t�*' �rrt , Wiring diagrams shall be provided inside each unit. The diagrams shall show the � rt F exact devices inside the unit and shall not be a generic diagram. 2, The manufacturer's unit wiring diagrams, elevation drawings, and floor plan shall 7.1.3 be available for review prior to placement of the order. }`TTTTTT; 15 F. Finishes f Provide acrylic baked enamel paint finish for steel parts, except plated parts used r t'r;7vi. y,�•�fiY'k:)fit j x „, for ground connections. :r 2. Pre-treat painted finish areas with hat alkaline cleaner followed by iron phosphates ' `;, treatment and non-chrome sealer. - ,; `.5y 3. For uniform paint coat, apply paint using electro-deposition process. Fz�1;. 4. Paint color shall be ANSI#49 medium light gray. G. Source Quality Control 1. Check each bolted splice and torque tighten. Wiring requiring field connections ,+it 1"!", shall be tagged or labeled. 2. Factory testing shall be in accordance with NEMA ICS-2 and UL Standard 845. . t M t Nl ' 3. Provide certified test reports on MCC and major components. p .1 P �<G �.�•+�� rr, «�Lhr •^ ST jlcrKr.•.i ., s• CS-4199-00 16482-8 MOTOR CONTROL CENTERS T; 'q+ RO—3/19/01 tx ,f 34k I" ,rt. nne..xw:Yw«n�wr•M 1f�WUyCC4H!M'!!�!!!!!�,.s J�-^�•iA 1,� P 4kT y {'; { .;i{'+'ti l+r{"n'~—ft�` H7,771-Cx,14'!�'•Lu•�it..y 'S 1 ti}"'4't•!'! Ji +s61k ',,' fi' .s x•r`Zr+r ,.t,. 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General: Where a membrane-waterproofed floor or pressure slab is indicated.under the MCC location, or elsewhere as indicated, provide a concrete foundation pad. Install 4- �` •�` f r specified above. ��`� �•,��"�",..` inch (100-mm)high sills on the pad as sp " B. Form concrete equipment bases using framing lumber with form release compounds. >: rJt Locate as indicated and construct 4 inches (100 mm) larger in both directions than �?ry supported unit. Chamfer top edges an d corners. ,.•r, and place anchor bolts and sleeves using manufacturer's C. Install reinforcing bars, installation template. ',�. �=• ins r w;. D. Place concrete and all to cure before installation of equipment. E. Remove temporary lifting eyes, charnels, brackets, and temporary blocking of moving ,:.� k XN111,.r' parts from MCC units and components. X14' F f 3.3 IDENTIFICATION Y ,' SYrI .,-.��F�r.• �' ,;� w•��a A. Identify field-installed wiring and components and provide warning signs. ��. t..., 'f•1r�'N irk�c �,t aJJ 4;j B. Operating Instructions: Frame printed operating instructions for M.CCs, including ; control sequences, and emergency procedures. Fabricate frame of metal an cover a s cover. Mount on front of MCCs. IF;} instructions with clear plexiglas :�7+ hyS,�Yiz nr3r?;' q CONNECTIONS ,7 RIM. rat$y ,J3 3.4 h�a, � A. Tighten MCC bus joint. bolts and electrical connector and terminal bolts in accordance §f. ' with manufacturer's installation instructions and torque-tightening values. 'Where .� specified in UL 486A. {>) ,k manufacturer's torque values are not stated, use those sp } {h 16482-9 MOTOR CONTROL CENTERSL C5-4199-00 RO—3/19/01 �fa' f tF �y��r��*•t + fir' rsywrt+•w�!,.....rr-w+..t'*",.r. .+.}rc! ,s J5� v :7k':�y'.rr-,c.r,zt�,:k i�•Ts-,l.•;-r�k:<,tit-•r-. 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Do not proceed with work until unsatisfactory conditions have beenti; corrected. P Y Ii. Field Quality Control: 1. Prior to energization of motor control centers, Meggar all power circuits with all } circuit breakers open. Measure phase-to-phase and phase-to-ground insulation "}� resistances. Record data and submit. 2. Check all equipment grounds for continuity. 3. Remove all blocking material used for shipment, ' `j 4. Check motor overload relays for proper current range, in accordance with motor nameplate full load amperes. Adjust relays for manual reset. 7t„ t? 5. Check motor starter and control relay coils for proper operating voltage. ;•.�-. o,�,:��;..Y:;, 6. Check all auxiliary contacts for correct arrangement (N.O. or N.C.) F rloi 7. Test each pole of starter for freedom ;•a,� `'�, from grounds. {-. 8. Check all fuses circuit breakers for proper rating. 9. Check connectors for tightness. 10. With motor disconnected energize control circuits and test for correct operation. �t' ' �. s . U ti 11. Prior to energization of circuitry, check control center equipment ground Uli continuity, electrical circuits for continuity and for short circuits. , 12. Lost all overcurrent and short circuit protective device settings, 3.6 CLEANING L7,1 SiNd' 7 A. Inspect interior and exterior of MCCs. Remove paint splatters and otherspots, dirt and ��` ��°��"� ��'•I debris. Touch up scratches and mars of finish to match original finish. ( : &�Zo Y 1 ' r f+ S.T•Y?„i,a'�`Cia�l{J:i�a 1'.t y1 -�.�,�.'�},�fV`[`L tyr.*jam;;•:r�:t'.o.. 3.7 DEMONSTRATION 't�•'�:` �t �RA ' ` A. Training: Arrange and pay for the services of factory-authorized service representatives to demonstrate MCCs and train Owner's maintenance personnel. : I3. Training: Conduct a minimum of 4 hours of training in operation and maintenance as specified in Section 01700 - Project Closeout. Include training relating to equipment ;?' =" � 1 u � <•n. > operation and maintenance procedures. C. Schedule training with at least 7 days' advance notification. ',`•,µ rt<, `"s END OF , SECTION 16482 •7�t,�.�;�F 4N. Y •��sF}� ? C54199-00 16482-10 MOTOR CONTROL CENTERS RO-3/19/01 a4 , E �rr •; r.'� ,.7, �+a,,.n...^,r-+....a,a.<f•."<"+wM°aN>.fK!�Ktp�4cnnw•ar m+r..,�s.r,;...7 .t. "!r •t+ <�r-r.^!� .,;�r �vi ��'`,`'. .,r Z� r ,`:;" :�'H �^:.ct 1 `r".".�'.. , F;' ,'*`,*.T?7'?'•!xn;"".",'"<"^". [R 11Y, •f1^^,y,t .f i 4 Q FH. ,t.},:)t:.y°';idr(:"I';}his••} 'fy'. 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WATER POLLUTION CONTROL FACILITY EXPANSION f'�„';•,;`A,=f;r. i CITY OF JEFFERSON,MISSOURI SECTION 16495 —TRANSFER SWITCHES PART 1 GENERAL 1.1 SUMMARY A. Scope: Furnish and install automatic transfer switch (ATS) with 3-pole, 1200 amp, 430 H VAC, 3-phase, 60 Hz, NEMA 12 enclosure, and withstand current rating of 65,000 amps. The automatic transfer shall consist of an inherently double throw power transfer LJ switch unit and a microprocessor control panel, interconnected to provide complete automatic operation. All transfer switches and control panels shall be the product of the K:s SaSYAe manufacturer. B. Related Sections: }, �;5{.,:`v 1. Division 16 Section Basic Electrical Requirements”. 2. Division 16 Section "Electrical Testing and Installation Check-Out". t 3. Division 16 Section "Emergency Power System". 1.2 REFERENCES A. Transfer switch shall be designed, manufactured, tested and installed in compliance ; : ,.. (N ) UL Standards, NEMA Standards, IEEE with NFPA 7Q (National Electrical Code), y Standards state codes local codes and requirements of authorities having urisdiction �{'r '� x.`,` , " .is and in particular, the following: }. 1. NFPA 110 ',x, 2. UL Standard 1003 :6�ax;g: r { 3. IEEE Standards, 241 and 446 't�; 's'. 4. NEMA Standard ICS2rT {xr y' 1.3 SUBMITTALS ` A. Shop Drawings: Include size weight and mounting provisions; elementary and V1Ydn diagrams with field wiring requirements. gram rf 1. Product Data: Provide catalog cuts showing major features and current, voltage 'Y and short circuit ratings for the automatic transfer switch. B. Quality Control Submittals 1. Manufacturer's certificate of compliance to referenced standards and certification of tested short circuit closing and withstand ratings. 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Provide spare parts list. v t►g4sit `� 1.4 QUALITY ASSURANCE t�,t.1;,k+Y��•fit a, A. Equipment and materials of type for which there are Underwriters Laboratories standard '' requirements, listing and labels, shall be listed and labeled by Underwriters ' ;; :4 Laboratories for installation in any position. c., B. Where equipment and materials have industry certification, labeling or standards (i.e., " NEMA - National Electrical Manufacturers Association), this equipment shall be ' labeled as certified, or comply with standards. ; f C. Material and equipment shall be new, and conform to grade, quality and standards : 444: ' specified. Equipment or materials of same type shall be product of same manufacturer throughout. i(,��,•l;yS,�f n .4*r^!t>. aQ J,•:Y fit`` '7 i.•t.�.'v'Y.t ,.�•VL 1.5 CERTIFICATION '.'' ; ;j A. The complete ATS shall be factory tested to ensure proper operation of the individual3M'' 4 '!' ? components and correct overall sequence of operation and to ensure that the operating ;Z", ►,d rf '� y.', transfer time, voltage, frequency and time delay settings are in compliance with the I specification requirements. f` B. The manufacturer shall provide a notarized letter certifying compliance with all of the requirements of this specification including compliance with the above codes and i ; ' standards, and withstand and closing ratings. The certification shall identify, by serial � �:'r�;•;�,. :Fr�1,.,i;tyi numbers(s), the equipment involved. No exceptions to the specifications, other than those stipulated at the time of the submittal, shall be included in the certification. �;�t�,.t_ w•, hr n C' Quality Standard :w1nrij;'r; C. The ATS manufacturer shall be certified to ISO 9001 International uali Stu and the manufacturer shall have third party certification verifying quality assurance in design/development, production, installation and servicing in accordance with ISO g 127d �{1I+ ., 9001. � ; r 1.6 SERVICE ' :I:f :'. 1'12.' (''}IjY .,•i A. The ATS manufacturer shall maintain a national service organization of company- �. 4 employed personnel located throughout the contiguous United States. The service , , ,,,, t°t center's personnel must be factory trained, within 50 miles of job site, and must be on '„!1,. call 24 hours a day/365 days a year. lhr •i i ,! B. The manufacturer shall maintain records of each switch, by serial number, fora y f minimum of 20 years. 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Available Manufacturers: Subject to compliance with requirements, manufa.eturers offering products that may be incorporated into the Work include, but are not limited to ,. the following: 1 I. ASCO, Series 300 2. Russelectric Co. Inc., Type RMT 3. Automatic SlAiitch Co. Type 940 }° 4. Zenith Controls Inc., Type ZTS 2.2 MECHANICALLY HELD TRANSFER SWITCH A. The automatic transfer switch shall be rated for 1200 A, 480 VAC, 3-phase, 60 Hz operation. a'Y +,.rr`�4'f;,},,,:� B. The transfer switch unit shall be electrically operated and mechanically held. The electrical operator shall be a single-solenoid mechanism, momentarily energized. Main operators which include overcurrent disconnect devices will not be accepted. The switch shall be mechanically interlocked to ensure only one of two possible positions, ;a g� ':. Intl�r 1F(h•>r:��i�,i�' normal or emergency. C. The switch shall be positively locked and unaffected by momentary outages so that contact pressure is maintained at a constant value and temperature rise at the contacts in •Ytt`r f^v!rt.Y Ih[C'1.i1+G'�t`f`ii minimized for maximum reliability and operating life. !'! D. All main contacts shall be silver composition. Switches rated 600 amperes and above shall have segmented,blow-on construction for high withstand current capability and be ;y+{. protected by separate arcing contacts. ;:i^ t `'' E. Inspection of all contacts shall be possible from the front of the switch without ,s ; disassembly of operating linkages and without disconnection of power conductors. A , t�. manual operating handle shall be provided for maintenance purposes. The handle shall ��:� j •',�¢;,;�4 permit the operator to manually stop the contacts at any point throughout their entire �; ,{{• { travel to inspect and service the contacts when required. it F. Designs utilizing components of molded-case circuit breakers, contactors, or parts •' ' _ ,i'x thereof which are not intended for continuous duty, repetitive switching or transfer ) L�fi between two active power sources are not .acce table taw*:,. rrt.e P 054199-00 16495-3 TRANSFER SWITCHES ° a' RO-3/19/01 ;. rte' C t'yd I - isia+.wnTwi,.r-^,^^'!'`,""'" :i'.L'r'.,:i" m• rr ^'v1w�w•w�.-m•?1rPryC.',:4!.k�` ,,t"•,'i'..;1�yT ,ti .,,)"..r^rn '4 ;i('7,•' ':t: „t,:" !•}�.- z..rZ. ! .l .,..r• ..'i.. l �s.ii vi•s.:.,Sj<;i:�;t .t,,•t- .t t ,-y. i rr,, "a; •raY, ",iS �',: v�. n .ii f ;s., :5. .t3.7t ,1..,..'a,,..,t` .h `v.x2 '' :5.. �{)•1� '1. 7 �,�� `t;.F, �Y�"{Si; :'I.. r, i. � r. •4(, ir',� F' 4 d 'iP.' 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'�ts'��,��d'i��+-��fx' } / A r r WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI ,I'�•. 'Y f'�..�'=Y+`.'C;a-°5�� G, Where neutral conductors must be switched, the ATS shall be provided with fully-rated AL-CU pressure connectors shall be provided. 2.3 (MICROPROCESSOR CONTROL PANEL WITH MEMBRANE INTERFACE PANEL A. The control panel shall direct the operation of the transfer switch. The panel's sensing t and logic shall be controlled by a built-in microprocessor for maximum reliability, minimum maintenance, and inherent serial communications capability. The control panel shall be connected to the transfer switch by an interconnecting wiring harness, �. hs-y' The harness shall include a keyed disconnect plug to enable the control panel to be ?; disconnected from the transfer switch for routine maintenance. B. The control panel shall be enclosed with a protective cover and be mounted separate °.' w X{55�~'±4 from the transfer switch unit for safety and ease of maintenance. Sensing and control logic shall be provided on printed circuit boards. Interfacing relays shall be industrial . ,� �j A., "it:• k:. grade plug-in type with dust covers. ' j C. The control panel shall meet or exceed the requirement for Electromagnetic Compatibility (EMC) as follows: , FYr`;;:;� 1. IEEE472 (ANSI C37.90A)Ring wave test. "? j , 2. ENC55011 1991 Class A Conducted and radiated emission. ' il 3. IEC801-2 1991 (EN61000-4-2) Electrostatic discharge immunity, direct contact; ? '' ``'=: and air discharge. MW 4. IEC801-3 1984 NV50140 Radiated electromagnetic field immunity. 4`l iL' rte '�.'•; 5. IEC801-4 1988 EN61000-44 Electrical fast transient immunity. 6. ENV50142 (EN61000-4-5) Surge immunity. 3 j k°4 'I 7. ENV50141 HF Conducted disturbances immunity. 8. EN610 0-4-11 Voltage dips an interrupts immunity. 0 d interruptions immuns 4 9. Mil Std 461, Class 3C, Group 1 Test UMOS Radiated and conducted it electromagnetic emissions. gry; : 2.4 ENCLOSURE - ��y ` � � • t A. The ATS shall be fiunished in a NE1MA type 1 enclosure unless otherwise shown on the �� 1'" I lens• p 2.5 OPERATION ? A. Voltage and Frequency Sensing ,; �`,r•^ a` :k' y ...�t4`� a rr �i, q ti3: C54199-00 16495-4 TRANSFER.SWITCHES RO--3/19/01 ' d.'. ��e+996'*S";'t?�",�'.i"!(7".°; ., w,.w..-.•^-;.•-'-t 1;ott ;tv„•r .,r. +p�1ip +.';,'u., v,f.':,Y ++x Xi^.Y.y ,$$,,)'ft•!(f v"�.rhjf"5 n :'4 9 't 3• ,G�.:2i �r? •l:... .i; t21:';3,";Si`,•1+, •i'tii,..t,±> {rk:�'.• .+, • ', f,' ii ..I,�..,y ,2t};,.1.(u ;,r� 1$i 13a Y,. ,r-.•'4' i .xxi''2.,� .,�� r Lr....t.. :54.'. { t; r .�.Jt�'tf ,,++ p0.,'.a• �. .a. 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' +z. t:At�ir .r i f I:1 a• x .5.5�" ':,a�i.f,�nt 2( .yNt l Sy 3. ... ,r '..1 _.:•':' .. +ti..,,-,...., ...... a.,r,...«.s , .. _......,. .. x '. '.,.,.�..,.. ... .. _.......,..._. , ` wU.•}M,riuf'a;.��•w.r....r..��...,..,,. ._.._.......,.._,........,..,.o«,wautrrroiik,.a..,.ro�+asn'rr;�;we. .. .• .. ,.. 't so-, t t� ,w!�75* x.� a s .;ar,A+r+.tsra aw ..ur..•:e w,.+..,.....V.a.,wa;Li.t:t,i„w.:iL L s 1.4;.?a c� 'i.r�' x " WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI 1. The voltage of each phase of the normal source shall be monitored, with pickup ! adjustable to 95% of nominal and dropout adjustable from 80% to 90% of pickup J A settings. N;i� ='r,�•'' 2. Single-phase voltage and frequency sensing of the emergency source shall be provided. B. Time Delays 6� 1. An adjustable time delay shall be provided to override momentary normal source outages and delay all transfer and engine starting signals. ;;. 2. An adjustable time delay shall be provided on transfer to emergency, adjustable from 0 to 5 minutes for controlled timing of transfer of loads to emergency. , 3. An adjustable time delay shall be provided on retransfer to normal, adjustable to '. 30 minutes. Time delay shall be automatically bypassed if emergency source fails <.. and normal source is acceptable. < ' r • 4. A 5-minute cooldown time delay shall be provided on shutdown of engine t.,rt ,t'.•�,y••„ generator. Hyi.+'t'1tY G''53,11 5. All adjustable time delays shall be field-adjustable without the use of tools. ari< adjustable k k )��}'•fir;;..;,. ' C. Additional Features ' " 1. A set of sold-flashed contacts rated 10 amps, 24 VDC shall be provided for a low- voltage engine start signal. The start signal shall prevent dry cranking of the engine by requiring the generator set to reach proper output, and run for the i4"?'�' duration of the cool-down setting, regardless of whether the normal source i° restores before the load is transferred. � f� "" 2. Apush-button type test switch shall be P rovided to simulate a normal source failure. txf� , + 3. A push-button type switch to bypass the time delay on transfer to emergency, the engine exerciser period on the retransfer to normal time delay whichever delay is active at the time the push-button is activated. 4. Terminals shall be provided for a remote contact which opens to signal the "A.:I"Ss4 'rz;;l' to transfer to emergency and for remote contacts which open to inhibit transfer to P emergency and/or retransfer to normal. �• �T(. 5. Auxiliary contacts, rated 10 amps, 250 VAC shall be provided consisting of one i { }" contact, closed when the ATS is connected to the normal source and one contact, ,t . ,., closed, when the ATS is connected to the emergency source. n �a 6. Indicating lights shall be provided, one to indicate when the ATS is connected to } the normal source (green) and one to indicate when the ATS is connected to the t ' emergency source (red). A ; 7, Indicating LEDs shall be provided to indicate actual availability of the normal and ' u emergency sources, as determined by the voltage-sensing pickup and dropout ' ;}Y' settings for each source. 8. Engine Exerciser - An engine generator exercising timer shall be provided, including a selector switch to select exercise with or without load transfer. 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Jj:99;fi,. .,�,.. py j.1,,.�^tF" k":X,.';t: �J j't`.;t. 1 , i <r i:. .. r r i �.5 1 '<}i ..t f'r,� rr•".S'• ':f 1:�31h,.��Y�. ,?p•7� ':+ri `)!' +tts,( :,;t:tE'3brrFs, J}t(4.` 't ,i.. i 1t,.3 'f.Ji 3fa€,.r3.."'1 f�TfYYl"fir r•5✓ ''a: t �°`V• i r �s4M{i1Ksts Fetiws}€ti .'J. f .3, � r.' 1 •, t` .t`; tL.,7' bti'�} tti1,4'14.�4Y 1w.{v:G�,tic',.�..Z SS tt.?.< !.:.,..«lw.w Afllv+kMl,H.Y.r Y•.'Xx"iA?!.{,rw+w.n+a w�...n»,�...,w•F ..nMts'iVb'!t).t.tYlt-KY.S,S,!ref«l h`A,•.'f�tJ. fiSrtb?�rMr,�'r�'�'rM.n MSa'v„-n�r.+,•.4 Nn Vb�4,.taM•ifi16'b �7'tf}}(•tt•F6:Y :. (� '�'{ WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI � 9 5 ( Y 9. Inphase Monitor— An Inphase monitor shall be inherently built into the controls. The monitor shall control transfer so that motor load inrush currents do notxp; exceed normal starting currents, and shrill not require external control of power �7�4+?�� >-'`'<,Poz sources. The inphase monitor shall be specifically designed for and be the product of the ATS manufacturer. :.; 10. Selective Load Disconnect — A double-throw contact shallbe provided to operate after a time delay, adjustable to 20 seconds prior to transfer and reset 0 to 24 :t seconds after transfer. This contact can be used to selectively disconnect specific ';+ :f load(s) when the transfer switch is transferred. Output contacts shall be rated 6 amps at 24 VDC or 120 VAC. D. Accessories .: 1. Communication Interface — A full duplex RS485 interface to provide remote monitoring and control by ASCO communications products (Accessory 72A). � �� l�A.`''• 2. Pra rammable Engine Exerciser — A seven-day electronic time switch for 1411.1automatic weekly testing of the engine-generator set. 'The exerciser shall be fully- : p t7 rograinrnable and backed up by (Accessory b a permanent (Accessory 11 CD). �g•tf� 2.6 ADDITIONAL REQUIREMENTS 'A!g$t'sue'n A. Withstand and Closing Ratings 1. The ATS shall be rated to close on and withstand the available rms symmetrical short circuit current at the ATS terminals with the type of overcurrent protection ,' y P : 7 shown on the laps. WCR ATS ratings shall be as follows when used with specific circuit breakers: •a a Y44 f,4�, 'lit ` : ATS Sane Withstand Ra Closing Rating iifiCCE W/C>f,1F t':4 1 200 65,400 A 240,040 �� , 1A �� „,;_,.�� •;ray PART 3 - EXECUTION , ° V r ,t 3.1 EXAMINATION .;� A. Examine areas and conditions under which equipment will be installed. Do not proceed with the Work until satisfactory conditions have been achieved. } '` t iy n: itc}�t+,5fi C5-4199-00 16495-6 TRANSFER SWITCHES R4—3/19/01 ' .Y� �, •��i 1 7 ^t`,* 'tt'�W; ''j�t3 .^sT's'7,'ti�'•+' ,�.. 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Y } tt. .a�1)d. }� ' �i i•,)l.� �,i+:isii7{��A��;o. .t3`y't •�y: .,r r•. .@r -;y z t.,�,.y, a.I c f ( }... { �it'i};{T`�;,;,'r`'° '<y.tf,.r J t r '!:«:,{.a`:'.'�.'a:£'.Lf1k...nve..,._..,.,s..•.,.........v..:...r:�....,r:..vA•r•-aihm 9.,,.�,..•.fw«�rrry i.,..,,.a..J.,-.....,.HAwYr.>w..",.,. .«.._,.... ...................•..ora�,w.afrr�ni*t+,ur rr...a.....,..,,�,.,«.r.w.a.w,..,:+ri.�.��,aid;,.t'nw::�.:+3�,'.fu+a.�ei' .u,�;,J'r { r��',rC�', 1 WATER POLLUTION CONTROL FACILITY EXPANSION A CITY OF JEFFERSON, MISSOURI ' ';" n 3.2 INSTALLATION _`_ :`; A. Mount in accordance with manufacturer's instructions. For floor-mounted devices, level and anchor unit to floor. : 1 7711. B. Install large floor-mounted switches on housekeeping pads as specified in Article, CONCRETE in SECTION - BASIC ELECTRICAL. MATERIALS AND METHODS, r:r�l C. Check connectors, terminals, bus joints, and mountings for tightness. Tighten field- :• >:J,r t. connected connectors and terminals, including screws and bolts, in accordance with '' equipment manufacturer's published torque tightening values. Where manufacturer's torquing requirements are not indicated, tighten connectors and terminals to comply with tightening torques specified in UL 486A. 'Gy, ' D. Provide equipment oundin connections for transfer switch units as indicated and as required by NEC. Tighten connectors to comply with tightening torques specified in 'is ;;,M ': UL Standard 486A to assure permanent and effective grounding. "fr �r't i. 3.3 FIELD QUALITY CONTROL ,,.• � .7 A. Automatic transfer switch tests shall be performed on transfer switches. 1. Verify manual transfer capability. "k �=E ; t ar' 2. Verify automatic start and transfer •:-� ansfer upon power lass. + 3. Verify return to normal after delay. w i �`• �,.,� y time : 41 4. Verify unloaded running time delay. �J7; S. Verify transfer sequence and engine loading by operation of each transfer switch when on automatic operation. `'> 310", z,.::.;• B. 'Pests shall be coordinated with tests of generator plant and run concurrently with them. 4`1 vsr :r X Adjust timing sequencers for proper system coordination. �i r ,7= END OF SECTION 16495 , C5-'4199-00 16495-7 �� TRANSFER SWITCHES RO 3/19/01 d 4, .T T ^t,'^tY�i'•7S',1•1��j7r ry.r�}y'�+'f r.'G�.C^'."ift!T;'."w'NI �w+l'�nMM .� y M. 1:. �f ';^I„'r LMn.'V ' 1' t!yP";::'R(,;C `i'. y' �4 n�W� . y :•:r'rin;:`.ijG"t% mY� ,F .,�.µ,:�•fr• ,rtif-t�;t ,� �,e �.t, l `Yy j{,n C/+.r.f. S.IN`r Y,• .:y..4 ,sr, ,st ,:,.7.. 4fJt i. ,.1 't., :) n,lr,YlSS'y; ,Y,, .•rl'S ^'iikG`;. ..y!F b;;�y.�,'S7i tt'.>vf}I' .. - '•c. S,i'.r`; ' 9 ii A t t,�rtfl �'r �,�€, ,.r r:•,r•`�•`K•, il,i`r, t . 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Drawings and general provisions of the Contract, including General and #rt Supplementary Conditions and Division 1 Specification Sections, apply to this ,... Section. ` 1.2 SUMMARY j A. This Section includes the following products: $i 1. Lighting Fixtures tW17 2. Lamps 3. Ballastsk r. 4. Sockets ',,. 5. Lighting Control Panel K k�" ;"1• Y{'rr ell Relays 6. Photoc y t . 7. Contactors ``�,• • 11.!7 vt t':�,��jD �" ',z; ��' �t'k�c ` 1.3 RELATED SECTION YY i A. Division 16 Section Basic Electrical Requirements." B. Division 16 Section"Wires and Cables. "' C. Division 16 Section"Wiring Devices." ' ' D. Division 16 Section"Grounding." ',•�..-t� "'4-'y'� ir•�{`.Ertl ;'. 1.4 SUBMITTALS, ` P P A. Submit manufacturer's data on lighting fixtures. Submit complete hotometric 'r ,•, ta,'. characteristics on proposed substitutions. B. Submit list of lamps proposed including manufacturer's name and catalog number. 1, PART'2 -PRODUCTS p i4 2.1 MANUFACTURERS >., A. 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'' af�r't dr ..r''k±it.:>e "i.' i 4 � "i•�•� �, R£'S �x'^tzp�,''�!'�'' "!'d Y 4t1 i. ..? r tf ,i' a 5. , t " �r` t a .t' it i i i t:, xM1aF��ktL cF�;j r ff}} JJ 1 .+:YAit,44.it`£a.{I„54��.:..,11+r..... J,..._tw...:,..}�"...,.•..x.,,rbaitfxY+."w,5y.`r.r ,.A.,..n..,,•.1,..... r>.,,r.,a1 wFa4l•••f*”.t'f?vt•Ji lMt4A'4M+e.��l Mti,!l'•4MNMT✓l yH'tkw'sW!r,a'!a”�:+`•+x-iGF4,n+.1,.a:LaN'M.iM1dOhlNf�r!IAAS�. ,44,ftiV.T �.�i�� WATER POLLUTION CONTROL FACILITY EXPANSION4e , , "s.:E •1 CITY OF JEFFERSON, MISSOURI 2,"'o � '• '� ��ds'�i��`tAatt=x ` 2.2 FIX'T'URES A. See Lighting Fixture Schedule located in Division 16, Section Electrical Schedules for details. B. Provide lighting fixtures of sizes, types, ratings, and with accessories and features } A` indicated. Substitutions must be of equal quality and photometric performance and s� similar in appearance to specified fixtures. C. Fixtures shall be complete with lamps,ballasts,and all parts,and accessories required for installation and proper operation. D. Fixtures mounted outdoors,exposed to weather, shall be UL listed f or wet location. '+ 2. LAMPS +µ : A. See Lighting Fixture Schedule,located in Division. 16, Section Electrical Schedules for details. r B. Manufacturer: Sylvatua, General Electric, Phillips, or equals is r� u" 2.4 BALLASTS a x. A. Fluorescent ballasts: Solid state electronic hi h- ower factor,premium Class P e, � g p . . :. :; j with automatic resetting protector. Provide constant wattage type ballast for high- :;, M.0V intensity discharge fixtures. Replace noisy ballasts at no cost to Owner. kir ;1 2.5 SOCKETS ' a5''' �tYti s.- A. Position-oriented type lampholder sockets for metal halide lamp., .t.� `JY lamp holder 2.6 PHOTOCELL RELAY -f 4, A. Busk to dawn site lighting will be controlled by a single photocell as shown on E-07 s .. of the Drawings. n "-'`•it ` 2.9 POLES AND POLE BASES ,4 L.. I ��17•', `b A. Provide poles as indicated on drawings. Unless indicated otherwise, poles shall be +� 30 feet high,square steel,painted to match lighting fixture. Size poles as required to r 'd support fixtures installed in wind speeds up to 100 miles per hour. , ° ` T C5-4199-00 16500-2 LIGHTING RO--3/19/01 "^�•�... .r,'r;r r+.+ ''v' Mf�"x4 Ar,".h.,+ ,q r ,1 T, .!h y�• '� f1 a.'t•' :x'r-?' !•6 .{ f,:a'3f.M,:rti'"ry :l,.t. _.$ ! 1 Ctu , e4tii,t�' f '.t�{ x �Ir f�7 •+,. J r!�• 'Y` �` y t r3'ci.�."f�5 `�>✓' it! � a, �ss'It i�j(}, mr';. ,:�:i s r s;! .r ' � d'tt 4." .s it x,,t� �`' t,.,.'.e,�;�, K. ?d;}'� .) �4�� 't"'S��;�� • `k :r >s �.` �f�''.y[��.P.{� {,.aY' h '��. 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T. .� :,4 t r '1 /r:.,+i.. +"„ .F"" e' ,r'r �qly r..�':1:5;,.. .�" ,1:i:$i: J.t ,�ri'3t, 'z7',Er ,Yq; i tn.:� ';}£` x,i: ., 1f7 ;.E:.,,C7 r <s,>'�rarr;r,•:'?7,.,.F .;{;••tvl. :r,(t' ,??'t. ika., r pn�. � :s•_:f {� f, ',•{r :r. °�f .. l f,ty. v.3..x .S 'i''z-E4�f tT.+err t� � a•'i�,s y �( . 1t��7� it �^P .1f � v...: n? 'f; t t,7 t'. �.i ..� t t'S. M•.,rr�tr rn `� j �,�,t N .�;.A..J,,. Ae,•may S c .. ... .. 't , lws yt! �.�' � '"` tx!}yE" ,+�.�.v,,ttyy4,��! t.�±.:> ,•S 'r,:)CCy 4'? `9%z t c .a` ,r.. t�d+�Yt<�t'} ra '.yY54��S r�' {�-`� ti;�t •b,'�Y'i�r fi..��+,'H.�y�[g.1.. ?d:C1?'Ii'. 9. e,n 731.9.}.. x pt 5.1� � � '.r 7 '.r�:.j.1��.,y:•iS��,t;}�fr%4 �1fM`y,Yr?�,^S�.Syn'7n`I'Sv. ..'HS�'f Sad ?ias:4S�� ;$c}''1'Eit rA 1..rtyi ixa�s r 5 } .. lt4-..Si..... ik) k :�. .1 �','iN .�,•,�+�3^; "t s .t? � �1)f?AK>'+17 " ((F�i t ,J tiV.t: t:i i. y �J•',. .,e, r. k ` ...� ` .C` `` fi r,!,i 'x, rR,. '. I '' ;: tl (; 9i' t tNSS e7`S,k'!�:'l��: f ;'�9L,, •r,- 5.�., :jxiiS• ';it�f�` F.yr 3 Yl( i Z{ .. t .,,.r t. AJ ,i t. } sL tt7t.t,5; ,f��..:;ta 4?��,T cC({� t4� 7Lm'<t .'?<'S 1 "\ .s ,>Fr 1„Sa, •,' i'ai "t'qF •}6q;'K\ ��✓F'.� �."�, ji iJ.:,t t :r iJ�"�r 3 j t t': 't' r t )'�,'l,a;(1,:�,y�.>':;r.�"�,��.,'�, �., :t�#� IS .�-. ILEA-,d�,�kld.,,.f;,'t¢S,t S d 2 f .! � •,t(1 a. t �h.4hs+:tit^;',, t`.S`?r:t. .A:.3.i". .�'- i� `�. J,t' f t�•;Lt.y�„ri V '7{ Ja. � '17 'A I �'1 t., '1��:}',;.,. )"iJ"atr. ,� .. N'MteiRCRtl4+: WxM�.w.rv.lw..na-....in 5,... ✓r..[7Cia.wSilla�r+Akk, - �.;{, ? .' i, t, ikedymAntinratG t6Lo9tltat4€� ra• </r ` GNAT ER POLLUTION CONTROL FACILITY EXPANSION OF JEFFERSON MISSOURI SS OURI B. Provide pole bases as required for local soil conditions. Pale base details on drawings }„ Wa3ya are minimum requirements only. Contractor shall employ a civiUstructural engineer � ,1 rA to verify that pole base installed is adequate for pole/fixture assembly at site location, EXECUTION 3.1 PART 3 - 3.1 COORDINATION x ical Drawings are diagrammatic. Coordinate space A. Locations of fixtures on Electr f conditions with other trades before installation of fixtures. n U2 3.2 INSTALLATIONr` t Do not mount fixtures and supports to or in1a A. Provide rigid support for fixtures. ;f3rr3} 1;. contact with ducts or pipes. Mount ballasted fixtures mounted to structural steel on neo rene sound absorption pads to attenuate ballast noise. ' €tt;.{,yyr,,'' 'y M1y B. Install interior lighting fixtures at locations and heights a.�r indicated an Drawings and � yY' j- in accordance with fixture manufacturers' instructions. Fasten fixtures securely to ' r structural support and ensure that pendant-mounted fixtures are plumb. y 9t i "'S'• ty-�« C. Coordinate with structural members,piping and ductwork locations for interferences minor adjustments and notify Engineer of any interference that cannot be avoided by ` in location. Fixtures are to appear to be as evenly spaced as possible. I.r)1,�y1tF 1 ��•j1 D. Demonstrate to Engineer the lighting controls are functional. 3.3 TARGETING ^ iv krxti { A. Target adjustable fixtures. •�yt� ` 'ur' 3.4 CLEANUP AND RELAMPINGfi:: : z„+, g A. Before final acceptance of electrical work in all or any part of the building, bottoms, trim, reflecting surfaces, lenses, baffles, reflector cones and lamps of g lighting fixtures.Mask trims and bottoms of lighting fixtures to protect fixture during e,- construction. Ensure lamps installed are exactly as specified for each fixture type, Replace burned out or inoperative lamps and inoperative ballasts in fixtures before building is accepted by Owner so lighting fixtures are in operating cond ition. END OF SECTION 16500 LIGHTING C5-4199-00 C5-4189-00 16500-3 , :•' RO—3/19/01 ,,r `��- 1.rbk�'�'a t'1'+'{t rr�.-"aaYyy''.�av�ti'."'n�'.d tyh.x}mt.�fc��.`,:,r",��J yy7•�`FF;i�t 3rG�t1ta�U.M1"ti.r[7:'1"�y`!Q.H'�/p.r ytrtr`Ny{�s,,�t:su 6j f:;.f,�v,.Y5�r.�..�7�s�t,'<.�t�`'^a�5�,,t}Z.Tt r'�s T,'lti,i•+I-..+�..•.)'tere`r t'-:f.C�I(�,°";twN.4.,-it pP';�.rtl t ttom..,7 r.:o-,r•,"r;5...u5 v y.r r(r F .��. f t.„��,<t,'''wj'?.y,.`t;,;M,S',ar.T.r F,a•^J��'»J+,)'}s 1 v�..A°��r;`Lr..t.7 i{,�.f':',i.},{�y��9kS(�{,fi i.i1�•;j,�,e Y�..�.<t�.'.t1ci!•,.'.!":�.N:!f.r''k{r`�y a•,�4 r f.y7',i r,,5t.'�.j;I✓.',:d\�)dr.�f J,?:''tiiS+i„''t�(!`^��'b.T};l�s� S IM 11111", . .,S b"�3�T,�,x��•'*{,�,•�,�J�{�7:v'^'`9�1�a 5+•.•!r`aN•�!.�i�!�k M'`u�1i'.}�'”f�'.'�+,•1 T. ••'f l .• '�•1-."4.`r- �p ,,p, Y�;,.�7t,`3r,..;J1 rAj y°_n,�'"•,:�,,^f,,�"':tt�r, �t"iJ, .y`'�.?;: tit'� J?�! 44 X11 ::A?�"+ �J' y�IY..{f�a Ti�;�`55 trk�'tt A';'k .• ,r $e�ift`� ;t �.'c j `.r �(' �{�t'-, � 1 S J ,.t >''�a. x�FY. �'Lt+ F r .r { .f 1 .`1 k ti � ;?� t 1'.. .,s !rt�%>•; 4 I;. 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'.°d,bt�:,s,�',x��''Ik'l 't f+'fi�r � 't•#i` ��" tt. '} fr,',i'�..r ,�, r t`S .. 1 .r�d+ .`' v.�..r '+ C' I; s1 It{{..}+F+ £�• n l.yt�`t�C's... (�j�,a.t��i��'t.ec, •r4�F�t.. },�,, t;r: } qq -. . ;� x'alai+rtj-+�,f ili�� , ! �,',s)I!'k + r,�:i. i 1 s i tt { i. r ,+ "fr t:S"1•}F``y^ t v� °d�:t7��TIt�?y },�"��1Ea;�,.',S;V �,{,tyy4 .$� 4s ..3 � .,(F<:, S,A•y.. ,r;. :rr M ,r `,xt 4 .'` C y lti�i,t}' .�,i .} \':h�jt r� ^, a'd i tt� t,. it dr'�1"rF.xti+srY�x+Hrtwt«,+ w .rrW�.t•.Jd:.,;...,;s,:,«uar#+-,>k....-o-....+�,,,.+..ar.,.,:».,.«,n....�..., ,vrrnu. w.�.,..... . ...�..__.......,�r�.n.WMi'r.slY.u,[IINNV,�Y•f'.1M� .ry •.• F t �t;+'� ,t..Y'`�A: +e? i WATER POLLUTION CONTROL FACILITY EXPANSIONra CITY OF JEFFERSON, MISSOURI t SECTION 16620-EMERGENCY POWER SYSTEM i t �;i •4 PART I - GENERAL 1.1 SUMMARY ' •'• A. Section Includes: Providing one (1) diesel-fueled, electric generating set with accessories and appurtenances, and one (1) day tank. System shall provide standby `. electrical service to connected loads during a normal power outage. ; B. Related Sections r'- 1. Division 16 Section"Cast-In-Place Concrete" 2. Division 16 Section"Basic Electrical Requirements" 3. Division 16 Section Panelboards 4. Division 16 Section"Electrical Testing and Installation Check-Out" 5. Division 16 Section 'Transfer Switches 1.2 REFERENCES ` tested and installed A. Systems and their component parts shall be designed manufactured with special reference to the following standards and codes: I. ANSI/IEEE 112-1984 Test procedures for polyphase induction motors andN""'w generators. a: h 2. ANSI/IEEE 115 Test ro r synchronous p cedures fo onaus machines. 3. ANSI/IEEE 446-1987 Emergency and Standby Power Systems. t .:,. 4. ANSMEEE C.2 National Electric Safety Code. " 5. NEMA MG 1 Motors and Generators. 1. A. 6. NEMA MG2 Safety Standard for Construction and Guide for Selection, ;?� �' Installation and Use of Electric Motors and Generators. 7. NFPA 37 Installation and Use of Stationary Combustion Engines and Gas Turbines. +' 8. NFPA 70 National Electric al Code ,,;�� ;�°, •'4;N. 17 Health r {� Article 5 Care Facilities *z. V Article 700 Emergency Systems. Article 701 Legally Required Standby Systems. Article 702 Optional Standby Systems. 9. NFPA 99 Standard for Health Care Facilities. �r�• ;tr,;: ' 10. NFPA 101 Code for Safety to Life from Fire in Buildings and Structures. 11. NFPA 110 Emergency and Standby Power Systems. All C54199-00 16620-1 EMERGENCY POWER SYSTEM ��' RO M -�3/19/01 4: • i rt}h"�G¢!i�{{;.`t'a'r,�,f-7,iTMU,,t+,'.t} r7�j?Fnvi r ,}"r', V'.Tsk;�r±,�..:f�.,.�+,.w�..y„ ena. >nae►.RlY !' "'i""`:r".'.�++n„�'"^.'^ «...f*+..+wf;rp- aw�,�p .�•}, �w•c,;•r,.ryts r•.^�•",a}r"`•^!T.*iC^" 'd�, .{y}. t` f." Y•rit`l � �%,r. .r-0.� �.t"h .!3":ut':.'x 1}•' i 'ni.,. tt ., ,'jr i. l }} L.ja;.#:.{..*:..•>:�,. 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'x`'- t ,..53 .,t.t, `xj �F,tSil:i?t�+:t��#5,1¢vrri,,� .J,'.nV,rl�,n,.t t�' 1 �r p'�i �� "g''��•�`p� e'i`rdr�'7'��t�Y'rtiti'�i{S S t#��'t3�`1 5.r i t't `!.t ` '. r r r N r , +' drat r j •. . t r��}�� j�,��•�,{{ti1b(d�t t ��ai •�A., '��4:p,+...}�i.}x„ ,....,..�...�.,..1A1f....cs ,..,......,rs.rwu..i,.x.nrKT..a.4,..U.,,,w*.r-.,w..rm.,A,..,w...a`....,+.,,w,.......,:w*.w.:e,44....-4,.,i1.iMn#RKa.7s.6�i'!R:?°5��. �� p ,j.�'W:u:'r�:,l a�eT7 ln4'u..:L•�':,A+:.[}.bS..:G'LJ.,z 3 ....._.�. ,.. .. ,..,.. r �kZ }%� ,. i f WATER POLLUTION CONTROL FACILITY EXPANSION JEFFERSON, MISSOURI i CITY OF JEFFE t ' 12. UL1008 Transfer Switches. 13. OSHA Regulations of the Occupations Safety and Health Administration. 14. BOCA Building Officials and Code Administrators Codes. Current Edition. 15. EPA Federal, State and Local Environmental Protection Agencies. xs �} < ; 16. State of Missouri Regulations for protection from fire and panic and all other � '� ;' applicable regulations of Dept. of Labor and Industry. h, SJ,; 1.3 SUBMITTALS A. Shop Drawings 1. Complete dimensional layout information on generator, motor, exhaust muffler, , -, piping, radiator and day tank (diesel supply). Wiring diagrams showing terminal . blocks for field connections to alarm and control circuitry. t:} ,m. 2. Furnish to Division 15 Contractor drawings showing physical dimensions and r x weight distribution for use in determining vibration isolation materials. ,A B. Product Data: Manufacturer's catalog cuts describing operating components and + ([. accessories. ��; . ,fit• C. Quality Control Submittals zaf� :i Provide copies of certified test reports on engine-generator set following final ' ��G�� fi 'ys,K��t•: production. testing. Test information shall include but not be limited to the f }y .•,t ' following: f1�fi `s.K, a. Single-step load pickup.. r xy b. Transient and steady-state governing ' C. Safety shutdown device testing d. Voltage regulation ; e. Rated power ` Y �, i;,a< f, Maximum power 1.4 QUALITY ASSURANCE j A. Manufacturer's Qualifications: Diesel engine-driven generator units and ancillary J equipment, of types, ratings and characteristics specified herein, shall be completely . ;i'.#1 fir •UY pit tY manufactured, tested and shipped by manufacturer whose products have been in ",• ..;•r satisfactory use in similar services f or not less than 10 years and who has local parts and service facilities. To be classified as manufacturer, supplier of generator set,must :Y manufacture at least engine or generator. ' �, CS-4199-00 -2 EMERGENCY POWER SYSTEM RO 3/19/01 "r �r a a.�me^rzt.•;z ^�.K'. +`.•`S'�. „r "'"._.'�s(<`t,'4.yt..:�.'i," y.,'.�a �'t��n}`is3i.•7.''.'L�T'M::�`z:'�•,�}rx7$ 'tax vy i;.q�{�r+�" t'�e T,� ('t�`.?t .,. ��.• ,.,y'..�"'•i�!�}!!; f}?! ..�,?v, ,;��".•}�} `,'t} ,t`,'Hy�,..,',.}''��x•.2. .t,'{:•td�,(��G�fa ii .� y. 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", .. ;t ,} `i, r u.,,a1•-!1S .. ry '�r.'rt a � }'� t a .' ; {. .• L4�>t ;,�5r�,re� �+,,,'�"..�1.>`.+�,',{° t ! :'t• {r rr � 'U � .n � .�C..,.iJ� tr.•:,��;T>.+.�t C^"tiub";' 4 tii't�,.i •:� ','t7 5y^p� 4.i ;ksty!},,v., y s hti+7s at`�N1r• d jnx ? (�rra3R,.YS!ytGf i+":I'yy1 l� 3',' f 4'Jl i�f; y,. >�: :` �$ r;rl� p r;+•, .Yr '1r s+. }a . ..i` ±7,r, f•J';; �' p r. 'i t'3; ?'. l''},1,y' +r x i Y"� ,t..;� 42 i t }`. ,�2 '�rµ `�r .4 �i>h' `z �ri�:1 ''�+tef+�'�. .z+P„{,�'r,y'�ir"m 1�jq{.��•�f!.44�,;p�3s{d;r.�f�k+ 1�� r� t 'va. '{ t; 1 t r 4rs'lr:ri3�r r:tl.�'y�.. `�3�$.,y #,, er r�1`,i .�!'7 h� F+7X!1'.',Ji'r' s,;(s.� "1r .1 r'. t .j , E 'f � 1.zk if pR',{ ?,�Y 11 �rS'l�}, 'at {•;��: k �'"•f+M��i1�iYui>x1.;,.>„SL,N.i.c..,.,.a.s.x,.r..r_.u...:.,:w«•.J..4i+uineb � 9��t�q. d�f WATER POLLUTION CONTROL FACILITY EXPANSION ”.f' =°.•{ U= }i�� '`' CITY OF JEFFERSON, MISSOURI 1.5 WARRANTY 'xs `;X :f '"1 A. The manufacturer shall have a local authorized dealer who can provide factory trained servicemen, provide 1 day training, provide the required stock of replacement parts, technical assistance, and warranty administration. r B. The manufacturer's authorized dealer shall have a parts and service facility within fifty , , (50) miles of the jobsite. ' + C. The manufacturer's authorized dealer shall be capable of administering the manufacturer's and dealer's warranty for all components supplied by the selling dealer ro ,r, 4 (who may or may not be the same as the servicing dealer). D. The manufacturers and dealers warrany shall in no event be for a period of less than s„r two (2) years from date of initial start-up of the system. It shall include repair labor, s>: • kia� reasonable travel ex p ense necess ary for repairs at the jobsite and expendables ' (lubricating oil, filters, antifreeze, and other service items made unusable by the defect) (.” used during the course of repair. Submittals received without written warranties as � ;,u• specified will be rejected in their entirety. , "R`r” 1.6 DELIVERY, STORAGE AND HANDLING A. Deliver engine-driven generators and related equipment properly packaged and mounted on pallets, or skids to facilitate handling of heavy items. Utilize factory- # ` fabricated type containers or wrappings for engine-generator and components, which protect equipment from damage. .t B. Store engine-driven generator equipment and related equipment in original packaging and protect from weather and construction traffic. Wherever possible store indoors; where necessary to store outdoors, store above grade and enclose.with watertight wrapping. •t1. 'V ` C. Handle engine-drive generator equipment and related equipment carefully to prevents� 4 lfxf physical damage to equipment and components. Do not install damaged a ui ment• remove from site and replace damaged equipment with new. �.1r.�� is �'a ''tz,•:;.±;;� Sr �,:'• i ':I 1•I 7 ENVIRONMENTAL REQUIREMENTS n; t:. ,kpi� •;b;L 7 A. To maintain environmental quality, engine shall have suitable emission control equipment to ensure that gaseous exhaust emissions meet federal, state and local EPA s F t.t emission standards. �j'' ' l i 1S+fYCit uffllill;! 1 e h•'r�rS r B. The operating environment of the power generating system shall be: a,.? 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' � � ti ,,,,�� a, '� � , •.. .. ,�• •'... sir,w,�,y r��p,, ... �`,�i�,. t 1 y �'y � .r'r .Ir�. .r�„r,-.,ask..e�.,�-,rAVntd{r,.r.:rA:Ha4h�rrSf'?a�"•'�eMS,.� �#4't�`?!'3�S'T'cl.`> .t)r e.� 3rr .,�y ;{� f, G w'3! �Y+Ab�asr:i�:M�>.r�iil`fd;:itzL§�)lei'wd.•,x.ca:+r t�.1,Yr„wwi•u,r..:.n.......�,,....�.... .w.uu......,..awsrsu..�,r>•;s:rr ,.t,:;,;,�r :cz, •q: �',?; z'i §s• , 1.�.. r ?� f; t WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI ` 4 Fr 1. Altitude: 700 feet ` 2. Ambient: -10 to 110 degrees Fahrenheit PORT 2 -PRODUCTS ti:ry� s at 2.1 MANUFACTURERS A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering products that may be incorporated into the Work include, but are not limited to the following: 1. Fabick Power Systems ; ` 2. Detroit Diesel/Allison � , Y 3. Kohler Co. 'aye 4. Caterpillar Tractor Co. B. Certain accessories or appurtenances to generator sets shall be products of manufacturers as named in individual Articles. ,. a -`� 2.2 SYSTEM DESCRIPTION p � A. The electric power generating system shall consist of a single generator set and include all controls,protection,wiring, and accessories for automatic start-stop operation. B. The generator set shall include the capability of automatically controlling generator set operation. After starting, the unit will attain rated speed and voltage, and accept rated load. Generator set speed shall be controlled by the engine governor, while generator x^ #� �,' .+:�b;:49{'J 4 �yty, output voltage regulation shall be a function of the generator automatic voltage l regulator. Manual adjustment of generator speed and voltage shall be provided. }; C. The generator set start-stop sequence shall be initiated manually or automatically by ' 4 closing or opening of a contact. The control system shall automatically engage the cranking motor, sense engine starting speed, disengage the motor, arm the engine protection circuit, and accept load. ,j� fir �•'�' ;' '�t''�3�;:�' pressure, low DC '' �, � "•;sr' D. Set shall include pre-alarm for high/low coolant temperature, low oil pr iAd voltage, system not in auto, and law fiiel level. There shall be a spare alarm input for Jr customer use (fiiel tank monitor system). r}r: , ,� E. The set shall immediately shut down in the event of overspeed, low oil pressure, and �;:}, •, high coolant temperature. Cause of shutdown shall be indicated by a light atumnciator. g P System logic shall prevent restart until fault is cleared. , "!a ; 7i� ..;�r`•;"' to �;3:��'� 16620-4 EMERGENCY POWER SYSTEM c� C5-x'199-00 RO—3/19/01Lr �4 r ? J. r•.'m ik'.,::i: j y' •s l ry„ �{Ar�ii. YA7F :}.� � :� ...i �� k',,�'�zLl i :w.r sJ1s .t,�`..•.'1,y+'.::.•;J'1 >rrai ` ) .2 .f: t `u.?r ., ✓'l tY .�n' ^tad �i 4,�F. 'j... 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There shall he a provision for manual shutdown in the event of an emergency. �;�� g;��X•� �, 2.3 SYSTEM PERFORMANCE €as ; A. The power generating system shall conform to the following performance criteria: 1. hating- engine brake horsepower shall be sufficient to deliver full rated generator ;, set KW/KVA when operated at rated rpm and equipped with all engine-mounted Al parasitic and external loads such as radiator fans and power generators. �= r,. 2. Condition - the rating shall be based on SAE J1349 conditions of 100 kPa (29.61 I I 3Z�I in Hg) and 25 degrees Celsius (77 degrees Fahrenheit). The rating shall also apply at ISO 3406/1, DIN 6271, and BS 5514 standard conditions. r{"+ 3. Fuel - diesel engines shall be able to deliver rated power when operating on No. 2 diesel fuel having 35 degree API (16 degrees Celsius or 60 degrees Fahrenheit) ��; ' � " specific gravity. � � .. �•r l 4. Start Time and Load Acceptance - engines shall start, achieve rated voltage and j+ fie uenc , and be capable of accepting load within ten 10 seconds when properly equipped and maintained. , 2.4 ENGINE-GENERATOR SET `S A. General Requirements ' % ar 1. Ratings a. Generator Minimum Continuous Standby kW/kVA: 800 kW/ 1000 kVA b. Power Factor 0.8 +; C. Frequency 60 Hertz d. Maximum Operating Speed 1800 rpm ' e. Output Voltage 480Y 3-phase 3-wire vt: v- '` B.B Engine g >r 1. The engine shall be a turbocharged, aftercooled, liquid cooled, four-cycle design. It shall have twelve (12) cylinders and minimum displacement of 1649 cubic inches and be designed and manufactured in the United States. ° ry=' 2. The engine shall be equipped with air filters, fuel filters, and pressure gauge, '•t�. lubricating oil cooler, filters and pressure gauge, water pump and temperature gauge, service hour meter, flywheel, and flywheel housing. C. Governor ` a 1. The engine governor shall control engine speed and transient load response within commercial and ISO 8528 tolerances. 2. The governor shall be of the electronic type and for isochionous operation. It shall rr rr A 1F maintain 0% speed drop from no load to full rated load. .; 1+ �{� C5-4199-00 16620-5 EMERGENCY POWER SYSTEM ;='4 RO--3/19/01 ar R, ¢.. s' 'T, •n-r,•'^ 'r�J. ^•err,r,+.rf,o •!n';,�; �.";x•,i,•r;,q .tyt. n ,. .dart...:.. `>i •! 4 K�4 s..nx5• .t,��,�',yt4+1�,4i:,{} '' `H.:T,S,k.i.�..LSyy,i d. f.'r,+. ..r' :`:rte syy; i(a�� y t3 fir•ir4r f,£��1`1t>:'ln�).r+k; 5f1yr'•T�is•��'tt ^y{�y S •:(y�1 of h# fRt 'y4, 3 Fa h y.>ri,rf. i LSiS 0ih � y, cTu r'Std'. �5��. iiG,Y rV; "S�rxf i� t;}• P, .� Rt`' i`Y lrx�.r :�n4rr� Far';lt,t 12 t ,F +rrc3 „ f'�^'Y`� �{ .' � } i ;y. • a �p� �, � r £'�Ot��!$f to £`��'�•i.��'l,,b ��S.Yt t � >,t s tt ! i'�d{J � �,��`�,rhs�};fc.�'� y+'•,`,;��> ;j,��Yi- •l �{r� �� '..f 't C r ,l.'.gqi , „Y f,d i 1� I£� ,a}. .a p A .� 4 ,..r{:.•+' t,i} v� �� >p L •� k�� Y yyzar?'ta��.�,• a t N�r•((,,SS„rz71 1;i��S�i�;�;*X,tti�1'ak Yr 6r r�,,T� t� sJi:�r}e,�:�'�*S, I . c' ';`��. ,��,t�., »fir �• , ,�. ?F• A 1 �ti•.H y£�''FY� :',�'`. •{A!� 1�,�i�'YP� '�1a",,i.•;n�' SY �};`J: ' , :,a} nt� ? ..t•.;k:re:��'1"t.�}� ��;� i J y.'ts, + 4 ` �r, Y c .:7 k.,�xs . 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'h�" '�,wi '1�;',.�,;a. t >!.f�. � t�t, rxr, �(+Yiry ,. r f''t f, ,`'`C,S r ; ad'��s.,`• r� r,:o�� .� R" ,.'�4?..� t�. ,N ?;,.rt}•r•n. £ti.s..,:r K'If: ''if.. tx '' •�ft, 'a a.' .',t r.. b;:n t 'i ''': t�."' .v"��1"' Rtglt 1•'w{;,?f t,.•r�1`� i,}+ 3"S;';'� :{,ZS'e"' "N `, "',))Ct t 5 -&' .t .t "5'f.. r �, ,:'3 ?. ,t f u n r a.. t tvC• `.,;r'"r(�i„r l i !rc 1��y)yt ';t;" pt :y p°�`�ssE�; Jtn�+ x7}tifti ✓' k ,', t X ',�S .�'•�#t`rStir. "51'9'. ,.,. at 2 ,:jr'r"� : r - t Yi ..+.}_ir..,�l5',��'tF�.i Ff; ,yi'�;,'? p• � fi� t�.yy }� Es�i`•�` !i x\';i v ;�. t 1 : r y. 1 � .r r' i% ' ,t. .it tte7 . t i:� «�}y'•r°� ��ss1�`�..v`f�'�C� ��`tm<iei #� s tf� .!j 4 'j.:, .� 1., 'i,l��'� .si i`{�f 4.r� t �,,� '' ,( �y,�', " _. � .. .'.' .. .. .; .«f<..R ^,r:.m rr.rr.r a•aw«;•+w:r,.:;.:u«uta.,,rw..+..kk ia. .....�.«. .:,..,,...... .«...I�xln:±;.9.ttcrMt�`fl�m41',V�+a 'R` :?,rF`�t��/�lk 4,�:t�, WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI IcD. Cooling System 1. The engine jacket coolant system shall be a closed circuit design with provision for filling, expansion, and duration. '.Che cooling pump shall be driven by the engine. Coolant temperature shall be internally regulated to disconnect external cooling systems until operating temperature is achieved. <� E. Radiator,Engine-Mounted :F I. Heat rejected to the engine jacket coolant shall be discharged to the atmosphere through a close coupled radiator. The radiator shall be sized to cool the P engine -' continuously while operating a full rated load and at site conditions. Radiator shall be designed for site conditions. 1 2. The fan, fan drive, and fan belts shall be covered with guarding for personnel � 'k protection. The guarding shall conform to ISO and OSHA. standards. :'. H 3. The radiator cooling fan shall be a blower type driven from the engine. Air shall '`' ` be drawn from the engine side and exhausted through the radiator core with not more than 12.7 mm (O.S") of water external restriction in addition to core :rr:) ,�i<3, �' :•'� ,C;,, restrictions. F. Inlet Air System f 1. The air cleaner shall be engine-mounted with a dry element requiring replacement no mare frequently than 2S0 p g or once each year. _ ; tai, o eratin hours „� . )itit � �ff ryl� : G. Silencer Critical 1 1. A critical exhaust silencer shall provide suitable noise control for environments with low background noise and it shall be supplied by the generator set supplier. A stainless steel exhaust flexible fitting shall also be supplied. H. Wiring and Conduit {' 1. Engine and generator control wiring shall be multi-strand, plastic insulated cable resistant to heat, abrasion, oil, water, antifreeze, and diesel fuel. Each cable will P g length identify be heat stamped throughout the entire len h to identi the cables origin and termination which eases serviceability. Cables shall be enclosed in nylon flexible conduit which is slotted to allow easy access and moisture to escape. Reusable �� bulkhead fittings will attach the conduit to generator set mounted junction boxes. ,,�,�'. r i.. I. Starting System . I. The engine starting system shall include 24 volt DC starting motor, starter relay, and automatic reset circuit breaker to protect against butt engagement. Batteries shall be low maintenance, lead acid type mounted near the staitin g motor. A rk corrosion resistant or coated steel battery ck shall be provided for mounting. �' p g Required cables will be furnished and sized to satisfy circuit requirements. The Jl system shall be capable of starting a properly equipped engine within ten (10) ru. seconds at ambient temperatures from—10 to 110 degrees Fahrenheit. '' CS-4199-00 16620-6 EMERGENCY POWER SYSTEM r, , RO—3/19/01 4 j,r ni, �??, .+;. 1,�,.•..l s,.' •hut ,tt. k,. fa. , ?ri'„Y`r�t,,� , �,i.l t "fe"!l a,n��=y' t;,.,�F 3� fhrfl:.v. fart 2,�is its�;�i r{sf �'=1t•it.' .t'+. t .i�t � .:�, tf: ,?ri. "`'�1'.,.,fJ�. x�T,.�a"�'�''t`'�e.; � t � fh�.. �uk. 7e��:,,�{�'}��1t• r\a�h.'t�. ::h't +.,��<r fi t is r t .{+,t f ':r,•.J'x`At;�S" i,r. r S -te i 3� 1�i: '•i;,+irf ,+..t.�:,tf"4 Urf.. �ti. 9 �. [(t r:. �,,. S#t 1"'�t '1 -t .a ii' {f 'd"f' .W r..� ^Ark a.N�'F ..`f�:. { s,f �I.•�� :J'k�,.' 4P 4 3� � � � S .5`, rMi• ''''j`�'.l h'N �1�.`4:x;t ryti�•�f i F,,��'{4}+ $. 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'{ :!t,, ..t'i” '�, r t S•-;t� .!*.f 5i+,ri1.1'� 11`,,.�if t:'^llrf,�:�r 1�.t'; ;'4t: F Nd.Sf;.ff. i!*r;l vtistr,,,,.t',t. a' 4 x ,l:.,i t ,i .y1 ::� t y .{',;+ .e.+ j'{h t t�•i-. }11� 3'rx;4�°.t{c�k, �a � try ��'<t-�t`..r��- < �ii � T•; t r,<: j r t t� y x:r4t� �>�t„ tr.�i ty= , 1 3 :},5g� ct 9 !ix+"Y,7{s-�,,.1'.,t✓,;v z J i j t' ad r.,,i;ydl..q-+[ tyi:`+'Ji V k Wit, r7:n'µt,• �t$�•ta•„ i::.i ,. L ? 34$ Litt ft�'�•y3! t. ''�" . •,s ;;kt:�'i:;•r "lii,.,:.t.a.t,. t H. , .r: :t _ .t{.� t. .r' si.' tt3°a}t sr. "t •;>ir , fvM'i`t°4lfo ';'s'Y'.s->;x�,+s�x tia ra! 3.t'). �,f y.: �, �+",:::Y 4 IJ'�t'.�t,l�;rk:vl it i+a,• ;t,;'p if,V Y4iiW..6:iYc..., ..r.:,:v...v,.,dk, r..,.WJut..,.n,.+..,i<,.ai+:A+rcxaf+bv:C-YkAtk` Mfeet,r.+;,v'w.,`�:'..,hurv..:w.1.,....,.,,...�.....,..,..._: __......._......,.ww..r.w„..,,*s.,Kn,.i.xw«kw,..�..,....-„...., ,.r,.,.,....,,,..........z. ) JY ,y1•t' P. f tatdr { '+° WATER POLLUTION CONTROL FACILITY E)PANSION CITY OF JEFFERSON, MISSOURI 4T J. Jacket Water Heater 1. Jacket water heater shall be provided to maintain coolant temperature of 32 degrees Celsius (90 degrees Fahrenheit) while the engine is idling. Heaters shall accept 208 volt AC single phase power and include adjustable thermostats. K. Generator • �� 3 >�:x 1. The generator shall be rated for standby service at 800 KW, standby rating 1000 _ KVA, 0.8 p.f., 480 VAC, three phase, 3 wire, 60 hertz at 1800 rpm. 2. The generator shall be close-coupled, single bearing, salient pole, revolving field, synchronous type with amortisseur windings in the pole faces of the rotating field. 3. The generator housing shall mount directly to the engine flywheel housing �. without bolted adaptors. The rotor shaft shall pilot directly into the engine flywheel and engine torque transmitted through flexible steel plates. The generator ventilating fan shall mount to the engine flywheel and act as a pressure plate to secure the flexible plates. g P 4. Class 200 magnet wire shall be used for rotor and stator windings. All winding _X insulation materials shall be class F or H in accordance with BS and NEMA N� standards. No materials shall be used which support fungus growth and shall be ,,a:,1 impervious to oil, dirt, and fumes encountered in diesel engine operating k:' environments. 5. The revolving field coils shall be precision wet layer wound with epoxy based4A3'�r�'t material applied to each layer of magnet wire. Stator shall have at least six (6) tr'-� !r3?; mils of Class impregnating arnish. Windings shall be tested at 3000 volts AC. �� ;f :f I{ Hv � a ' r."a jrt,iiN,i 3 a t. 6. The generator exciter shall be brushless with the circuit consisting of a three s phase armature and three phase full wave bridge rectifier mounted on the rotor `! shaft. Surge suppressors shall be included to protect the rotating diodes from voltage spikes. 117” L. Voltage Regulator " 1. The automatic voltage regulator shall maintain generator output voltage b controlling the current applied to the exciter field of the generator. 2. The regulator shall be a totally solid state design which includes electronic voltage buildup and overcurrent protection. It shall incorporate volts per hertz characteristics with the regulated voltage a linear function proportional to �� `4s °� .,;,..f, s frequency over a 30-to 70-hertz range. ', k ;#� 3. The regulator shall be suitable for mounting within or external to the generator ; assembly and have provision for remote voltage level control. 4. The automatic voltage regulator shall be manufactured by the engine-generator assembly and have provision for remote voltage level control. 4y,f 7. 44 5. 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Y rttt ir��.�t pl�t tj f� 1'.� f s '_, . .,. ..r,."i+•wU`:YAJi�J.�,� . . �`c�`'�a� t, 2 ( ;�MNK�ISVlGr�Mk,KMNN1*Nye{lW.`,1�1lJ NNr�.NJw'�i,i„4..w..+w.u.s+.WAte«u•�.m.+i,�.w,a.ww,...n..a.afv.-r.a,..-hv/k lx.+,.l n,W417r 411!ry31.lAYs�>iPi•f.a,lpinYNf.xtt MA.'»vru.w:r+.:i..,..,<F..ua••.:..'W,...,,.t,...MV,M1*t.��5 .F,S,C, � j{�tt WATER POLLUTION CONTROL FACILITY EXPANSION f �`�5�� MISSOURI i CITY OF JEFFERSON, �tFl: Y,t ftl.,L Y,�T,rr}1y+'.1 :.# 6. Interference/Radio Frequency Interference (EMT/RFI) suppressed to commercial standards. TZ3rt ,. 7. The regulator shall include the following features: U a. Voltage level rheostat shall provide generator output voltage adjwstment of -25%to +10%nominal.. '..;# b. Gain adjustment shall provide output voltage compensation for changes in '{ load or frequency. k C. At full throttle engine starting, output voltage shall not overshoot more thanwr, ' 5% of its value,with respect to the volts/Hz ctuve. d. Response time shall be less than 20 milliseconds. e. Protection with a fuse shall be provided against loss of voltage sensing and long-term overcurrent conditions. of;� 8. The regulator module shall be potted sufficiently to operate in environments not k directly exposed to water. All electrical connections shall be through labeled 14 I,`i screw terminals. �Jel.,}'f°7��gS�Fra��ikx.f 4;�';r r`i,.-t•tV ,. M. Mounting 1. The engine and generator shall be assembled to a common base by the engine- � generator manufacturer. The generator set base shall be designed and built by the �'"°� y'� ? '' '" ' g g �'' +•, engine-generator manufacturer to resist deflection, maintain alignment, ands minimize resonant linear vibration. N. Fuel Tank Bases; .', ;. An 800-gallon fuel tank base shall be provided and must comply with local codes and ?`;a and ordinances. Tank shall be furnished with a low fuel level alarm contact Ott , ' ;'r ta; F; rupture basin alarm contact. These contacts to be wired to the generator control `un3 �:::•, system. : .. panel and the plant SCADA • f;r O. Controls-Generator Set Mounted The control panel shall be designed and built by the engine-generator �' f ♦ s 4 N�y4•n ,G ,{N 3.11 manufacturer. It shall be mounted an the generator set. It shall be micrapro�essor ,� P control and shall incorporate digital instrumentation. It shall be sealed dust tightt'.:y: and water tight modular components encapsulated in aluminum cast housings. 2. The panel shall include the following equipment: a. Generator AC Output Metering Devices: Back-lit LCD displays for volts, Metering r' hertz, and amps in a single environmentally sealed module. Numeral he U10 shall be 13 mm (0.5"). The AC metering shall not be less than 0.5% true v 4, RMS accuracy throughout a temperature range of -40 to +70 degrees ti,t. Celsius; this assures proper monitoring when non-linear loads are applied. p p g 01 3 } Distorted generator output voltage waveform shall not affect metering r^ accuracy. 't a b. Engine Monitoring Devices: Back-lit LCD to sequentially rotate display of operating hours, engine RPM, battery DC volts, oil pressure, and jacket },; " coolant temperature. A momentary switch shall be provided to continuously S1 s C5-4199-00 16620-8 EMERGENCY POWER SYSTEM Y �? x RO-3/19/01 .out t' k .L r :,� ,,t q 'M'I!�.>,�'f�1,1�,M.'�•�4wMnli}ri,7Y1NnMMa�rM.�VMV�'M7',1��)ti,�'t �t.tf'�t�rrt+*�'r.�li:�l"j�'��+�`��i1��.,Y;V'"�1'J.';.`'r"�L).'�'".yS.,r" �' �.}i'S�s(r`Y,��,�..� } :;.'"3'•`�'dr✓ aL4 ,.t, ? �', n` N'-7, }i+Y`d`tt •1 , ar' (' ,.t., f.t; t',.,.,,.41r.n�.,r.;�'< r r..:s.. 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'f7 WATER POLLU'T'ION CONTROL FACILITY EXPANSION " CITY OF JEFFERSON,MISSOURI display a selected operating parameter. The display shall annunciate fault ''" „i.'.vr�r'� : U; } shutdowns, cycle programming, and diagnostic codes for troubleshooting. ' Engine monitoring signals provided by engine mounted lubricating oil .' f pressure and coolant temperature transducers and magnetic speed pickupN�M�, 1., shall be serial ported through a Data Sending Unit (DSU) to the panel anL;,a control module. The alarm logic shall shut the engine down if the serial data �' ;< link is lost. •: 7 C. Controls, Generator voltage level rheostat and ammeter/voltmeter phase 4, -'' selector switch shall be mounted on the panel door. The engine start-'stop "'+ switch shall be door mounted and include positions for off/reset, runlstart, stop, and automatic mode. Start/stop shall have provisions far cycle cranking and cooldown operation. Include a standard Customer }�f. :.., Communication Module (CCM) which enables engine-generator set operational functions to be communicated to the plant SCADA system. ,t CCM shall be DeviceNet ready. '"" ' t ` 3. Shutdown/Annunciation ''- ' `' a. The generator set start-stop sequence shall include pre-alarm for high/low water temperature, low oil pressure, low DC voltage, system not in auto, �, and low fuel level. There shall be spare alarm inputs for customer use fuel p p ( fi , ty. tank monitoring system). b. The generator set shall shut down and red flashing LEDs shall signal „. ,5 r a.;it operational failure of high water temperature, low oil pressure, overcranlc, �� u 4}.`t'i �• ;:t' ,., and overspeed. �'{� .; �.:� . i'. P. Circuit Breakers—Generator Set Mounted rY` r ` 1. The circuit breaker shall be mounted and connected in a guard drip-proof ,U� ;iut;r;Y i enclosure. Cable lugs shall be provided for customer connections. ?; x t� a. One (1) 1200 amp molded case circuit breaker, three pole, single-throw, ��s hj `+ stationary mounted with manual operating handle, overload and short ,rr , circuit trips rated at 40 KAIC complete with cable lugs. Overcurrent trip shall be sized to provide enclosed and ambient temperature compensation. The breaker shall be qualified for 600 volt operation and tested in 7'hA' accordance with UL Standard 489. Power stub ups shall be field t•�:f sr „,it” ��1fjtp�Y �f coordinated with generator manufacturer. b. Three (3)current transformers C. One (1) ground connection points?° �"�F`'" E. =. Q. Battery Chargerr' 'j 1. A dual rate 10 ampere battery charger shall be provided with 24 volt DC output',,�4 and automatic switching from equalizing to float and vice versa. It shall bet`. equipped with ammeter, voltmeter, and the charger shall incorporate current limiting circuitry to avoid need for a crank disconnect rely . Both AC inputs and .� DC outputs must be fused for protection. A low voltage alarm shall be ' incorporated for the remote annunciator panel. ; L C54199-00 16620-9 EMERGENCY POWER SYSTEM �''”, 1•,k RO--3/19/01 r f`• � •,��y,,�ffy��f "� ,? .,.,-, ..�"'f�1" '>"�-vZ L'"• "'q't'r, .<..++*aM!^*i{sW.wgMw+ '..r- etL '"Y'�'."3n'rrwmsfT^->�'�,,, } •�?^�+?'7�:,.�`' ��r,� ,t4 11,7'f�{`. .t `i/.,, arS: wic',-,✓f�,y'I ':4�• '!!';t':;�r.t•,L`,�er�ia�..' t•' �"�',�, •��,..t :,,.4 r,�.�iLC' t: 1'(r..t�„kl�}tP�l:'.LS 1!`,."`t+y t!)r' X31..'�g'F;.,L�!• 4%;: �+�)I Y�t,*�eY,j # H'F,�`1 �t .d � � #,;:� r t :�,'� •� •� ,tw r, ,t, i. lti � + ,� 4 _t' r �t � > r,. 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J' r ` /'4 44;h1�r.A.t'.v��Y}.: •Jf..�� -5f' f '1• }��. w r r 1 X�' r ' (� ,.; S . � .»».aa.+.i•M:•rrrhwml+t,_t<':fY{H!�b:ATa+,FRt Y. ,.�._ ,� �'.� .#4 '`u>.i r4e�uuf'1L7..it ,d.,,..� ,�eiiu:.�a•4yrc,»rA,.w�ri•«t'J,.rx+er.Y!Yam+«.,.........«,�,.,.....::w..»-.,»„u,;i,^'^rf i.csn e•...n+•L.-.,.. .,»». nwnvrrFm•ro•.4.,..f,.. ..,.:...r.,4y ..- .. ;j 7�fi,t S.. WATER POLLUTION CONTROL FACILITY EXPANSION ; '`S ` M; { t *u CITY OF JEFFERSON, MISSOURI 1Y ,k1yE.t A i'; R. Weatherprotective Enclosure 1. The enclosure will be fabricated out of a minimum 14 gauge steel and will be i '{ ' ` bolted together with 3/8 cadmium plated cap screws. All roof bolts are gasketed. .,�K•�;,* ' and roof shall be of lap type construction. The roof shall have sufficient support to mount exhaust silencer and other equipment without deflection, All exhaust holes, radiator access holes, and other openings in the roof will be of drip proof construction. The generator set enclosure shall be provided with a minimum of three (3) hinged access doors, each side. All hinged doors shall be mounted three ':} � g g .k••::t; (3) inch continuous type hinges, minimum diameter of/4 inch. Each door shall be equipped with a keylock latch, air intake, and exhaust air louvers to provide unrestricted free air to the radiator to a maximum of/z inch water column with all doors closed. 2. The enclosure, including the roof, shall be readily removable in sections,by bolts, in the event of major overhaul or other repairs that may be required. ` a 3. Engine jacket water and oil pan drain lines shall be extended to the exterior of the ' enclosure. The lines shall include a permanent mounted valve, a flex hose, and aF�, sale NPT ca or plug fixed at the termination point. z. i "•p,.i' ' p P g p y k V.. 4. A remote annunciator panel shall be supplied for mounting by the contractor at the location shown on the Drawings. Panel shall include the following indicators: L31_111y Ilk,;, a. generator on line '. b. low oil pressure C. high coolant temperature d. low coolant temperature , 7 e. overspeed # i,n £ overcrank g, battery charger malfunction * • ;r r5, [r h. low fuel level t �t'�!. 5. Panel shall be equipped with an alarm horn with silencer switch and test switch. w , " ;:�,, . PART 3 - EXECUTION 3.1 EXAMINATION a `uf'`' A. Examine areas and conditions under which generator set and appurtenances are to be ;s installed and supporting substrate. Do not proceed with the Work until unsatisfactory �y conditions have been corrected in a manner acceptable to installer. 3.2 INSTALLATION rt . , • thy, u A. 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V.�, ' .StS�C ,.'� `•5;°F)r:ni )'�'�7fb'�"•,y:Y4 srh,:s4 �sys. tip`' [[,i�',E �R,�•3k3�, ,.�{��'i€�f�}, !, } 't, S Q �;.:.:;.t•F{, ° r � �) �kt`i�l•j,;�'%y(�'.tc ,T.T� l� ? } ri t{ `ip # A;2,4 {}}EL �,Y .. t'S6:•:j;.c�l:,..,5,S,7�+,Y.f,A '�.�yx r:, r.,� %'�:�'✓ ' 4ThC+�.6t': •�tk+l. Y�'lltt' 'J t ..+ '.A _..}� i..., , ). f'• s. .y '2ij. I!+.3f':... 1 b ', W, o of to,.w.c4w.tvM 1!'Ri)'R,IS.t.Wrn»"nMMi•!rw � ,..u,..,..,:.-reiYw.�Y.ltwi.t6t6 `i +.''�'”. 7dtr":L,:,.«..zuwlui:,ills+,.,,.+.,.4dni+:ew'�.v+.�r�'Nkt<a7•rT'M.?t+�i+!+ 4+w. _ WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI '` . :- to ensure that engine-generator units fulfill requirements. Comply with NFPA and , E,,o NEMA standards pertaining to installation of engine-generator sets and accessories. ;?!B. Install generator sets on concrete equipment bases as specified in Division 3 Section `�, }t, "•: f: 11 "Concrete Work". IN,rM ,.rs C. Install batteries, battery charger, transfer switches and make final connections per } ., � g P t,, a manufacturer.s instructions, as shown on the Drawings and as specified in related r •r..„nR �?,��:!,art: Division 16 specifications. D. Coordinate with other Work, including raceways, electrical boxes and fittings, piping and accessories, as necessary to interface installation of engine-generator equipment Work with other Work. �;. . E. Tighten connectors and terminals, including screws and bolts, in accordance with. �,r• ��h:��n��. equipment manufacturer's published torque-tightening values forequipment connectors. Where manufacturer's torquing requirements are not indicated, tighten connectors and terminals to comply with tightening torques specified in UL Standards 486A, B and the National Electrical Code. F. Provide equipment grounding connections for engine-driven generator units as shown " on the Drawings. 0 t . 3.3 FIELD QUALITY CONTROL 'i A. Tests ` J i. System shall be tested thoroughly for both control panel integrity and satisfactory rl equipment operation. Each test shall be conducted in safe and professional manner avoiding interference with normal building operations. Documentation of tests shall be forwarded to the Owners Representative in foam of test report. s; F l Testing shall be performed in presence of the Owners Representative. Copies of :.�x • ; report shall be supplied and include the following: a. Project title aq 1 + b. Date of test C. Name of vendor d. Technician performing test ,� s -' m^ Nil e. Engine tests ...f eY' gyp fr,•,{yt,' f Generator tests tt ,F).i g. Charger tests Y list. r��ya 2. Engine tests shall include the following general procedures: a. Manually start engine and assure full speed with no load in less than 10 seconds. '. ,G b. Check engine monitors and meters and note readings alter 15 minutes of { ' operation. 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"� :eft U, L sr `s tyt'R ASrt'. 5i;; ct'41 t "t�.yt'y��N,S` �`h k�Pfi }}, i, �{ � '�d�� .t rye• W }ui{ rs .ty6 ra'',t t 4;, .. ,.,i,s; f.r', rS i ';5, §� - .s�,n„ .;.fX+ :•./ •_'4' i' t✓:;,�,1 � ;�tt,, �i� �'t�' �,.SS Ll<7y {ks•K. n- r t ', r Y. r�'ry t�! t".•L:y�',�t` �3: Y r :1�''R"��rll '�v.,{.+k�••Y;C' �.i,1. � t •'�,P�7 ti y i s t" j . t t 1 s IF, � i -r ;r rrryrypp �' „i:a ,4,##.,�,,, �.a, S r�`<�Lr � ! t ,J :�e.`'F' r:}v ..{:. , i .r.�:.. i "r'• � rR%:'�'1.{{ �rr �.• ��!i°1.,' t' �'�5� �' , �!` ?. t , ,t 1fJ.�y2`F ::`}}ki�#3 y�,., '�. � Y ., , t ; J. e 8 n.� .xi,�r�•.:..,,'f t ^fib 1+ q s;; .4 t:hb9:,'Y4vr.KiN,.XR6nIN^.M* , ,w,a..,...�.ua�4. .suibww�.vr4.«.,..,..u.iitli�.txc+,•t:M�:!R'�h:trF�t',lhl�rd. F S'�i a� S117r:'�f WA I'ER POLLUTION CONTROL FACILITY EXPANSION ,} ', CITY OF JEFFERSON, MISSOURI ` ` - � ��ylt� Ek,fsrx:>j`i1 VY, a Restart engine and ensure no stall-out condition when hot. UU d. Check disarrangement features to ensure proper functions. ` ti ;,;.:„ 3. Generator tests shall include the following procedures: :s R s,� X ' a. With no load, start the set and check voltage and frequency within 10 - jj seconds for each phase. '`}+tug° ;'`'a y,f b. With available load,check voltage, frequency and current within 10 seconds ?,•�}�rA '`': of starting for each phase. Ensure balanced load in tests. Run. engine4'°'q generators from cold start for a period of one-half hour noting instrument ;:; and gauge readings at 3, 8, 15 and 30 minutes. (* C. Test shall also include minimum three hour, 100%capacity load bank test. 4. Charger tests shall include the following general procedures: ,i a. Check trickle rate charge b. Check hi-rate charge C. Check equalizing timer B. Manufacturer's Field Service ' s start-up for stem shall be made b or under direct 1. Final tie-in and initial system � p y Y ra•�,;��, . ,�:. supervision of manufacturer's representative. 2. Tests required by the Specifications for system shall be made at this time by manufacturer's representative. 3. Unit manufacturer shall include in his costs services of field engineer to check ,;Y ;=s; <•:Ss;, }ej;',;:; installation following completion by the Contractor and to supervise start-up of » , equipment. If for any reason attributable to difficulty with equipment and manufacturers representative is required for a longer period of time to accomplish � �.�J.'•''' successful start-up,equipment manufacturer shall bear costs for such time. v,' ,`� 1 4. Manufacturer shall also, after completion of installation and acceptance by thef Owner, provide service incidental to proper performance of equipment fora Ej Y. tai•• . period of one year without additional charge to the Owner. i� 5. Manufacturer shall certify in writing,compliance with above requirements. �"� '��i;�y1��'6•r'1ttSy''�1i�� 3.4 DEMONSTRATIONS`' " A s� t 251i r A. After successful start-up,manufacturer's representative shall also be available for period f ,~, , of$ hours minimum or longer if necessary to instruct and train the Owner's personnel in �¢R�q •s�'�,;.� �,�,, ,,,t�r.� proper operation and maintenance of equipment. Coordinate specific date for � ,��.•��. G 4=:�.,. instructions and training with requirements of the Owner. 4, B. Certification that tie-in has been so made; that tests have been completed; and that "r• system is operating properly in accordance with both Specifications and manufacturer's ° ,N k instructions shall be furnished to the Owner or the Owner's Representative on vendor's letterhead. e i4Yr �r t� C5-4199-00 16620-12 EMERGENCY POWER SYSTEM _ i,f RO--3/19/01 �• � °"'^^"""'^"". i:9nR,p�?MCR►!",";rat""'°,"..Y. r,r•.:R „R+7,rw r - ! tat 1 �r.`, � •r.v.. ,.i'".. :•te. ,t i:'T` ri"�syr24F(,. 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'7 '1.: �W xCU) �k'1 :i"3�X�"y:AS., r :i r,�.s �4f x, .•}•� tt, �' � v+i 1},�`t, 5� ,k'�,f,'s�+."x.1.'�t'��l%��nie'!Sl%1;+5F��Ir��.M��lr'{r ..!F�.iri:A f}'�r , ^.. x ;r ��, �a a+ � ,�: ��t til<�?.>,. r} ,�± � i c ' � d fa "'i�,:'� ,, ,::..,rr,.,, F r k'"�rk, i.r ,'� r..tvb7,},.•r.A,, ,; +. =4 q(¢; b r K,.Y •�� `�1w4�5Y�j:%'../n •e 1'. ..i `? } "7r;!41•, Y,,,,�: �,r'. At,}f` i` { .AI �l a � ��+� '�'�M%��'��'�efi+ri�fi,YM'�! e0rrsiSAis4.1+YaFkieA.7n+3r�M+i+ll�bl��khn'l�diis.>�L"WHi7.xt �z WATER POLLUTION CONTROL FACILITY EXPANSION 1 •, CITY OF JEFFERSON, MISSOURI ' C. This letter shall be included in operation and maintenance manuals described in Division 1, General Requirements. y�y a ' D. System acceptance will be contingent upon receipt of such certification. { E. If tests were required, and were performed as part of start-up, test results shall be attached to certification. Include as a minimum: Project name, system name, date of test, vendor and manufacturer's names, technician performing tests, procedures and set- ',, up description where applicable; and test results. N END OF SECTION 16620 51ii Al t' ,�v o � t f, s, , C54199-00 16620-13 EMERGENCY POWER SYSTEM 'L R0 -3/19/01 f `�,j &�,?�4 J1�7lrL,4 15 yXr L L 't f• F 1 x Y h P ...5��,.�r f��3.,- s}�h,.�ij�-{�?`ra'+r�Cfi�4WYr{.'�},t tY"r7 nr,` �I��yt d� •'� C ,,,t J ''1J "1F''{llt�, z ,, �.y 31, f•'r_f¢ �'r.�r�' f �i�,r:� r#r,.pf < t�. sa .`�tt.v t ..z y?r.,}'ar."y� f r,s,.41 *11,'�'>y�l:`�:sl- •�S 3 _ r h s .. � t. ri.i:: 'tt✓ t�l#{ tip. �,1%i t,�,w'�i'Yd v.c+c, .} { .� cA(ly. �.v7� 3. i> i is �i � J r}}..N,..,..,,t(`S r +}�`' �.�#'s�}j/,� �}�,s y :,.1., '.' h.}.l' F iirp •u,j5}.�._ r Ate 'r..1i,r 4. :l'' '' t f.x}, rdt If cd„x%• e.*,!Ar l:rt I,.,�t�'i7 �?' •',.�',•.f• y: �. S. "`rr L2 f )L t 4X S 7 S� Y� :Yi 4.,' "� • th •{�.. .ryr`f.,} .. x}`�` h r gg � u• 4 .} §.''!,°�J54 E i -t Ar het 5 ,'i ; ,,z;'^ �, }..3'Yk + t`,�a •'ie,� S 7 •,f ° "r r .:, a1 4 h: R *y,, �"i " t,.,t„ `�i`�3ftu !Y. 3gYS..t,, S,t!ftf• '"'Y. 7;. t��,ga��.�,as�'i.�''-4i}4, �"`�,$S ,A4fit:1Y. fit'F >r i i5 x• 1'r?5 irty'. ;}},,I.t iv ttr: F.s t fit, .�':, ,�� r 1,Q+?:•t 'psi ': 'ri G t .'t v s v ,�� i r. �' � � w�r .� ( .w...+tib.ii?:�._d':. .'.�.w..., ......_.r•_w.1.i.�.♦4+••`..w,u,+„«.,,.,..nn,.,,..«.+.........�..._. .?}..+... ..__.... ,... i 4 � ` WATER POLLUTION CONI`ROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI SECTION 16855 --ELECTRICAL HEATING CABLE s�s�.•••�•�� :a�'�.j�.�:..tifi as { PART 1 GENERAL ,4 �•ytic :u "�" REL�A.TED DOCUMENTS A. Drawings and general pro visions of the Contract, including General and Supplementary 'Y Conditions and Division 1 Specification Sections, apply to this Section. 1.2 SUMMARY t u 4 A. This Section specifies materials and installation methods necessary for the electrical heat tracm s stem for rocess, and freeze rotection. The electrical heat tracing ; ' .;, g y P P 'f � . system shall consist of a self-limiting heater cable complete with thermostats and all to e, terminations, and other components necessary fora , ,' F; necessary connectors, p cam fete s stem. Cable shall rovide 9 watts/ft at 35°F and 120 volts. Thermostats p y PKA" r shall be wired for hi h tem erature shutoff, with a minimum range of 1 S to 14Q°F. g P Provide system to heat trace lines 4GR1, 4GR2, 6DR8, and 6DR13 located in the grits ' ` um and separator system. t p p s:>, B. Coordinate with the mechanical subcontractor to ensure that heat trace is installed on " i in rior to the installation of insulation. 2 :''"k`' �', .�•, p p g p 1.3 SUBMITTALS A. Manufacturer's technical data and installation instructions for the following: .' 1. Heat trace cable,voltage,phase, and temperature ' 2. Heater output chart for each pipe size f ''4 � 3. Circuit riser diagram ij tp al ^ ' 4. Circuit schedule with circuit length, breaker panel number, breaker number2 - J <' y and amperage t j' rt 5. Written warranty statemen a?` 6. Line-sensing thermostat ; ,��*�' ' i r 1. Ambient-sensing thermostat ;„ B. Shop Drawings on items specified herein. ` �N� }�'r• 1.4 Related Sections rs ' ` ti. t A. Division 16 Section"Electrical Testing and Installation Check-Out." C5.4199-00 16855-1 ELECTRICAL BEATING CABLE t RO--3/19/01 ° u � _ .�• p^r•r•t^M'l:+r ��r•:x•� .`, "'."'M.gl',Y�'.,..:M'`.w�a.""" ;';,r..�,rry + ..lr ,q rrr�1� ,`'i'•..5:,""rC'�f��: �j ��'�`"'y�F•��T�i°� t� yt""4 r� � t'. �IC �' ''��'�9.•f F ��;t5�,y','v.:5�l,rl,� �,y�' r,'>>•'Y"`;.fJy`��;"1�t•S?'•>`. 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',y�i},+L '�Y#�,{q1'}�.1,�4 Yr�'�ae,7t^r�. ,>�'t r r+r , r i , :'f. is t 11.7x ..aS.{r•'.`�µt {f lsi P !s.,« 'r *re ,yk.#g`pa.�r��t S .s "tl �' �.Y.' S t �..�..:�r ., r ..',i r ? ,, •.,', t ..5 .. '. ,.' ;. , � t ,.•w�.yr,W�•''��i7u�.ail..:kt'.s.3i':.1.1`tv.:tr:�uJbF.1,eR�,.#tI"�.'Hb'SM'1.1.�.Ra.�1tN'tMa�t'.'113�2K'1?!'#'�.t��i:'Il'','!t9Gb:��”�1•jt;.?S1•ta'YT'1K"1.'�':1TtP•1knnKna.iY4A'•M.,..v.:.tYM,en hNwn-a* +e•.•La✓..4.e..4A'AmV•YIkYr>7�f�N"+�.tr�x"a•''1.4:�t,W''+'=i - .,-. `?Y� J .f, } } }' •l�t'. _,a ' ... ,�i� '7'•ai�„fit',.f r? {'� .`fG`a�,'a{sa�7�f,,ti•al s'ft '[,r�,+t�''�, WATER POLLUTION CONTROL FACILITY EXPANSION r _;T'(�>•''''}} CITY OF JEFFERSON, MISSOURI B. Division 16 Section"Wiring Devices. `jr�{r3� C. Division 16 Section"Panelboards," ' tt S,tm}3S.iFtJ4C D. Division 16 Section"Electrical Boxes and Fittings." 1.5 SHIPPINGr A. Package accessory kits in individual plastic bags to prevent loss of components. Subject heater to high-frequency spark test and braids to dry dielectric test as instructed by k manufacturer. 7 PART 2 -PRODUCTS MATERIALSsr, t A. Items shall be new, UL listed or FM approved for their intended use, PP �'" ' ' It d� t �r�j'•'� B. Heat trace equipment shall be Raychem with BTV-type cable, or approved equal. ";.' ;�, s, tiT .Kf' Q= 2.2 'TEMPERATURE MAINTENANCE HEATERS ' 'c ': ;:-',' A. Heat Tracing: r;�"Y R ;” 1. Heat tracing shall consist of two 14 AWG tinned-copper bus wires imbedded in parallel in sell-regulating polymer core, capable of varying its heat output along its entire length. Cable shall be covered by radiation cross-linked polyolefin dielectric jacket, rated for 300 VAC at 105°C with VW-1 flame resistance. 2. Heater cable shall operate at 120 VAC, single-phase with use of thermostats or traced will be surrounded b 1" of cellular �r. •' � : transfarmc,rs. The pipe being heat y glass type insulation,with an aluminum jacket. Ni 3. Heating cable cover shall be permanently marked with manufacturer's batch or serial number for traceability. Cable jackets shall be continuously marked with '" manufacturer's name catalog umber, nominal supply voltage and nominal power, g PP Y output P equally P temporary t` ! ou ut in watts per foot in an e uall permanent fashion. Use of tem r g 1 �,. a �y ��V5 ` printing or tags is not allowed. ' 4. Power retention of heating element shall be minimuan of 90% after 72-hour i ° r ,• A ; exposure in oven at 2507 while energized, 5. Cables shall be capable of withstanding 1,600 VAC RMS (50 or 60 Hz) applied for 1 minute between parallel conductors and metallic braid. The heating cable shall be rated to have a maximum maintenance temperature of 150°F, with a T- rating of T6, 185°F. C54199-00 16855-2 ELECTRICAL HEATING CABLE f: RO—3/19/01 is yy Yr T y v.�r�rMy ttt,r}r§uTr,�rf"7,'r;•tt,"'�Fyg�'•�.p .;t L,�i� ;.�,.r �A �� ' 'Nr�l. 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Accessories: �✓Pt�rr, J }i� 4tn,Jasr 1. Include power connection kits, tee kits, end seal kits, splice kits, and transformers f�<{sr•,4 , j1,t ':`• same manufacturer as heater. Include fiberglass tae or cable ties to fasten � by g P ,:. heater to pipe according to manufacturer's instructions. 2. Circuit breakers (Ground Fault Interrupt type), conduit, power wiring, junction s;f; electrical accessories shall be provided as specified in Division ` J'{ ..,�: boxes, and other p p { 16 of this Specification. ' 3. Ambient-sensing thermostat includes cast aluminum housing 15°F to 140°F a� range. Sensor shall be a stainless steel, fluid-filled bulb. 4. Line-sensing thermostat includes cast aluminum housing 25°F to 325°F range. Sensor shall be stainless steel, fluid-filled bulb. 5. End-seal terminations will be made with a high profile end seal with built-in LED ' + ;# indicator light. The end seal shall be rated for use in temperatures as low as tr,<i„ Y�'xw'•t" 6. Pleat trace cables for pipes 4GR1 and 4GR2 will share a single ambient sensing P P g g thermostat and power connection kit. Likewise, heat trace cables for pipes 6DR8 P P P and 6DR13 will share a single ambient sensing thermostat and power connection ' • g g P �,�� >•r y,x, kit. Each of the four heat trace cables will have a single line-sensing thermostat ' =' mounted midway along the length of heat trace cable. The end of each heat trace cable circuit will be terminated with an end seal. C. Performancer'� ,4 1 1N.t (,�,tii yi!gn O 'STv�l n� tk1'+:• 1. The heat trace cable system shall maintain a minimum temperature of 35 F along { the entire length of pipe where heat tracing has been applied, Heat tracing circuits !.•�:;, g P�P g PP g �'�•y,v�,�,� „� shall be turned on when the ambient-sensing thermostat and line-sensing !?,ra �aN;f? thermostat bath read temperatures below 35"F. The heat grace circuits shall be Ldt turned off when the line-'sensing thermostat reads above 40"F. 1 .tsttttt ;3 D. Manufacturers: I. Heat trace system shall be manufactured by Raychem, with BT`d type cable rated + , for 150°F when supplied with 120 volt single-phase power(or Approved Equal). PART 3 -EXECUTION 3, ' 3.1 INSTALLATION A. Attach heater to clean pipe with lass tae or nylon cable ties as stated in `'"� manufacturer's installation instructions and terminate at end of "run-out". Coordinate .; . t, , _ 4 the installation of heat trace with the mechanical contractor to enstu•e that heat trace is s.,. installed prior to piping insulation, ' } •Nt. �4'�Aii:•.%a: C5-4199-00 16855-3 ELECTRICAL HEATING CABLE ,f RO-3/19/01 3� ,;r L,,,r.;t; .r .vs r..e++r^^^^"'^t« t ..{rJ rn'•r7.•r.-.-.+.,.�'°","Cg%.x'•ii YS%�I,v'"7k,#FY4 �. .7��,`,.,,,,� PF7f��. 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L .Fi t },� F i s ?•y.� ,,;.jl y f s 1 t �.AL�rtx .,kS ;,Y ,�4,�'s'F•. /,'' ��,�� ••. :4,a•,,r,,'£�5�,��'t, *i?raf 4 , ',, .,: ! ;� , i,� "X:1 ,i'r+S 'ki.C�s..i.�a'f,5sitilte(i�it{�:.��r�,s.-......,::'tr,r.,vlM:ei?8.4a+YitR:sn.�l:�{nMl+Fa,+fuiM1�•:ui0.rr.wn�rru�lt:fc+!il:)AArsti"I•�+..tyM:aq-,stln%v.1k,n'xr:.•.'•wkw...�.-r:,.Rva«.,...:srt..'... o. uxtn,..,: � �•0 4 z .ri 1 °.;.+,,1 .�t ,:.{,•. +:$, .nwr•�+1ff1'K(J1'KVF':c.•,9'9 r��'+,., -. .. .. t �� WATER POLLUTION CONTROL,FACILITY EXPANSION :7t I CITY OF JEFFERSON, MISSOURI B. Manufacturer's representative shall instruct Contractor in proper installation techniques. C. Manufacturer shall supply isometric drawings as part of material package including heater layout, location of power points, and load chart. This Contractor shall obtain these isometrics and submit to Engineer for review and approval prior to installation of heating cable. One set of "as-built" drawings shall be turned, over to Engineer upon v completion of installation and testing. ), D. Attach heater linearly or spirally to pipe as required to effectively distribute heat along pipe and develop proper temperature. Consult manufacturer's data for sizing and ti} r spacing of heater strip. E. Tae line-sensing bulb firmly P i, b y to the pipe with AT-1g0 aluminum tape, making sure there is no air space between the bulb and the pipe. xlta'�k(�� • a F. Install heater and appropriate accessories and controls in conformance with applicablept ,; .;;C;'A provisions ofNFPA 70,NEC, and applicable Sections of Division 16-Electrical. G. Power wiring, onnections conduit power co g� , p connections, and other electrical accessories 't necessary for heater cable will be provided by Division 16. H. Protect heat trace cable circuits with Ground Fault Interrupt (GFI) circuiting. ' f' ' Coordinate with other trades. i ' 3.2 INSPECTION A. Inspect heater installation with manufacturers representative prior to insulating piping. Manufacturer's representative shall verify that heater is properly installed and successfully tested. 3.3 TESTING r ,NIR ,at -► A. Measure insulation resistance of individual heat tapes with 1000 volt DC megohrneter (Megger) after heater has been attached to pipe and before thermal insulation has SIC! ., installed. Insulation resistance, measured between braid and either bus wire, should be at least 20 me ohms regardless of heater length. Record these readings for each circuit. B. Contractor shall test continuity both heater bus wires to verify connection of splices �' fY P � + or tees.' C. Megger heater after thermal insulation has been installed, and record the readings. ''; Insulation resistance should be at least 20 megohms when measured at 1000 volts DC. '+11 ' 1N D. 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REMARKS 'yi^" U LOW BAY - PT MH 1 400 P400/BU-ONL 485 WIDELITE SKIM-400-120-LQ-WL-H56P WET LOCATION IN - --- QRTZ LAMP p A T FUR.W/UNIT 120StXo, ?, V 4'LONG CH FL 2 32 F032/830 64 LIGHTOLIER KWS240RS120S0 INDUSTRIAL. 120 f W EMERGENCY SF IN 2 5 FURNISHED 8.8 DUAL-LITE EZ-2 °Nr BATTERY WITH UNIT a. _ PACK 277 J�4 X EDGE LIT PT LE - — FURNISHED G CpNCEALITE CELCCWR-W-PD W/BATTERY BACKUP EXIT SIGN WITH UNIT ' 277 Y EXTERIOR RC MH 1 32 (GE)MXR32/C/ 43 LIGHTOLIER DL7V+CL+DL7V 32HC SLOPE ADAPTERnJiS 7"ROUND VBU/0 7926MC W17996 STEP KIT FOR 5'SLOPEt$' [,' I' DOWNLIGHT 277 DOWN TRANSFORMER r ; NOT USEDc�r:tSiYa AA EXTERIOR WL MH 1 150 FURNISHED 222 FIBERSTARS 404/30-C8/3-277-003-SM(SY)- WET LOCATION ,iYS�,n:�t "fyCt t FIBER OPTIC WITH UNIT WB WITH BPAK•II-50 CABLE 1 SM PER CLARIFIER �....;a;��„-_.'�• ''! 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S'4 ttr� � � j} 't' a9 i t �if,°L, a T�4��"� YY�??•'�U 1 •1'. !t ±.�tK-_.i� � "fl.P' f ik 4' i t 1 t ,21 .. l r4 y ',k,a f f�lr��' ''� W'!• f i. 1 L r!.✓rt; is ? /. .l F" t Jl St .`yc.lt rd ;q'4 a5r.�' n d4'i��.%i. 'q }t p�;. t �'t`�'��"'FC �"t r o n 1 4 e t ... � :. .....,.. . .....,._.,....... _............... .<t+r.,r..h.,�•'� . .t4lY,a::« Js.i., .,....,.t , .. .l.r...:.._...,-., �.�+�.....Wyr.-,+...+.•s.„...,.,;,,.,......,y, .,v^".axc,w..r+^t'»„+t,•nx•;rmx,w,�...w:..at.. :� It t/ �i{3��r{+-'�¢¢§) `F�• Uf {2tivra4l..� WATER POLUTION CONTROL FACILITY EXPANSION r CITY OF JEFFERSON, MISSOURI , + LIGHTING FIXTURE SCHEDULE +` LAMPS FIXTURE INPUT r7t't w FIXTURE a (NOTE 1) VA ;k#y "a' ' DESCRIPTION 2 d WATT CATALOG NO. VOLT MFR CATALOG NO, REMARKS L AN 4'LONG SF FL 1 32 F032%830 36 LIGHTOLIER STG140HPF120S0 STAGGERED Nsf STRIP 17.0 _ r'f��• '#t ? AP EXTERIOR WL MH 1 76 MP70/U/MED 85 BEGA 2483MFI-120 w'•s WALLPACK 120 ' AO TEAR DROP SF FL 1 32 F032/830 36 LIGHTOLIER TDX140277PS PROVIDE DIMMING WRAPAROUND BALLAST 277 f•ftiH�..' AR 6"ROUND RC FL 1 32 CF320TIE/IN/ 36 LIGHTOLIER 8091FCL+6132BUFi w DOWNLIGHT II 830 277 ;� .f:'.:.. 1iai 'Ni AS 6”ROUND RC FL 1 32 CF32dT/E/IN/ 36 LIGHTOLIER 8091 FCL+6132BJ277+7925MF SLOPE ADAPTOR DgWNLIGHT 830 : liar. KIT FOR 20'SLOPE, 277 DIMMING BALLAST AT 6"ROUND RC FL 1 32 CF32DT/E/IN/ 36 LIGHTOLIER 8091 FCL+6132BJ277+7925MC SLOPE ADAPTOR ;f,t` " "{ `l' DOWNLIGHT F F•. 830 KIT FOR 5'SLOPE. I t10 ,A �. ;a�: 277 DIMMING BALLAST t � iF ` aMs AU 1t�.� j�1.•'�a I` •.;:# AW I aa�'I�•'Kf 1 '.. '_. �Cnr��n},t��y� !'t•}1 AX 63 AY AZ BA BB BC I•�:�Y � �' V.17w 4z BD y 4. BE ., Y BF r '"q cs-a1g4•ou 16999 - 4 ELECTRICAL SCHEDULES S .. 'tp' RO rF „�,n'r•••r-,-,^.-.��!'!,.w rp�r� w,wrw.•.^^'.r c � t ! 7"+T i +. r:.�'""` /?rt'�„"�•r7 7 �a ,/. 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HS = HIGH PRESSURE SODIUM I Y` PT = PENDANT PL = POLE IN = INCANDESCENT " PH = POWER HOOK, CORD AND LOOP LE = L E p RC = RECESSED LS = LOW PRESSURE SODIUMr ST = STANCHION LV = LOW VOLTAGE � SF = SURFACE MV = MERCURY VAPOR UN = UNIVERSAL MH = METAL HALIDE WL = WALL SL = SELF LUMINOUS ` i' LLQ±1 NG FIXT-uQ�S I NE OTES; 1+'4l ;f+r r alyr; t 1• LAMP CATALOG NO. IS BASED ON SYLVANIA ORDERING ABBREVIATION,UNLESS OTHERWISE NOTED. 2. FURNISH FLUORESCENT FIXTURES WITH HIGH POWER FACTOR,CLASS"P",GROUP"A",ELECTRONIC •��,�,,� „�n,a,:�. BALLASTS WITH AUTOMATIC RESETTING PROTECTOR, 3. FURNISH HIGH INTENSITY DISCHARGE FIXTURES WITH I-IPF OR CWA BALLASTS,WITH MINIMUM STARTING s�•} " r^ " TEMPERATURE OF MINUS 20 DEGREES. t l 6�1 ! r 4. MINIMUM SHEET METAL THICKNESS OF FLUORESCENT FIXTURES SHALL BE 22 GAGE. MINIMUM NOMINAL ACRYLIC LENS THICKNESS SHALL BE 0.125 INCHES. 5. FURNISH MOUNTING AND FACES INDICATED ON DRAWINGS FOR EXIT FIXTURES. 6. PROVIDE FIXTURES WITH EARTHQUAKE CLIPS, SLACK WIRES, SAFETY CHAINS AND ANCHORAGE REQUIRED FOR SEISMIC STABILIZATION. t E 7. EQUIVALENT FIXTURES BY MANUFACTURERS LISTED BELOW ARE ACCEPTABLE: t, '4' I1 A DAYBRITE, LITHONIA U DAYBRITE,LITHONIA AN - DAYBRITE, LITHONIA r:;'.,. rr .,_•,a,; �� B DAYBRITE.LITHONIA V - DAYBRITE,LITHONIA AP - NONE C - DAYBRITE,LITHONIA W - McPHILBEN, PRESCOLITE AQ - MCPHILBEN, PRESCOLITE r.•" D - DAYBRITE,LITHONIA X - NONE AR - DAYBRITE, LITHONIA E G E, BRYANT Y - DAYBRITE,LITHONIA AS - DAYBRITE, LITHONIA '��Yt^' F - NONE Z - AT - DAYBRITE, LITHONIA tJ irk' G - COLUMBIA, LITHONIA AA - NONE AU ott;v H - COLUMBIA, LITHONIA AB NONE AV - n.'• ��r "r r' •1 - DAYBRITE,LITHONIA AC - NONE W f,�,�-�. K DAYBRITE,LITHONIA AD NONE AX y#"- L - LIGHTOLIER, LITHONIA AE - LITHONIA, LITECONTROL AY M - NONE AF - LITHONIA,LITECONTROL AZ - �{��• c. N - NONE AG - DAYBRITE,LITHONIA BA - >•,tr<�Ar P MCPHILBEN,LITHONIA AH - LITHONIA, LITECONTROL BB - '•:' tr` Q - MCPHILBEN PRESCOLITE A.1 - DAYBRITE,LITHONIA BC - ye+ R - MCPHILBEN,PRESCOLITE AK - DAYBRITE,LITHONIA BD 5� S - THOMAS&BE-rrs,APPLETON AL - DAYBRITE,LITHONIA BE - k•4, 1 '. F�f};, -•'s ya� � T - CROUSE-HINDS,APPLETON AM - DAYBRITE,LITHONIA BF G5-4199'00 16999 - ELECTRICAL SCHEDULES RO K. ..!r �wm wa-r..• u t.::'4. .o ;oil 77, ' •;�. r, '�� .}tirc t a}a "•'7 mo'777 �^" r t:; i rte 'e '• ,/,, n�rr t :^;• 'J..{;Y:r`�..,a.,1 'Fi d rt.;' .� ,W t,� '•.4;+,rt, ,.v'., t. 'S. ,'i r t�" 't.,.r., 'r'.` t;l•j,u%t",:r � , +.•;ai�y't'ifN ,,,,hyu �., �. eir ,,st f i. �,ti, ., F3 ..yr'. 3 ., n•' „s<„ .L .�,i r,.!': Ft x.}...A .:p`.{�. t� ��.e t!>'r,��55 `.tt.; vs.�, �• w, 't r _ v i .,FI a 'r4l`, ar• °(i. ��',� jS �$x:•:: •:t;,}�t{.t7 r t' d E C rr t�� t� t• ,I. a 'l.:� ',r •i..x� ,Y.7<'k <+'��A. r: .�s .r..', t S,�.. 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REMARKSf¢d;4f ,�I A 20 120/27 FLUSH LEVITON#CS120-21 PLAS LEVITON#86001 SINGLE IVORY B 20 12012.7 FLUSH LEVITON#CS320-21 LESS I.EVITON#84001 THREE WAY STEEL f C 15 120 FLUSH LEVITON#1432 DIE FURNISHED WITH DEVICE SINGLE POLE I CAST WEATHERPROOF ZINC + t PLAS LEVITON#86001 THREE WAY D 20 120/27 FLUSH LEVITON#CS320r- 21 IVORYs'' � '"} t k E 3 277 FLUSH LEVITON#MNX10-7LI PLAS FURNISHED WITH DEVICE FLtJORESCENI DIMM v. IVORY PLAS LEVITON#86001 FOUR WAYst�€� ; F 20 120127 FLUSH LEVITON#CS420-21 v .` IVORY ?"¢�� k� i''i •A.,bi''4",.Iry GI5s �}z ....:: H ;� :a �p�''.r ff��l•:iii+i :i ,r1r'�4t;� L M '`v1S. y •;Y�:lj'ce,;-'ta :.%`i+ slat::Z'e�!,'��}��}'r',�'.�•� N 1 � SfSZi,Yr:3 Vo kq t1� t 'G°ass` Att' c5�sl99•ou 16999 - 6 ELECTRICAL SCI -TEDUT,ES 1�,.s ,r,�,yn....r..kr..j..,.rps4NW'aVY>bFT�`�R9�,M�t's".""`'r,•,n.,. .t, ;i � .J! ':!tr. .s,�*t. ,�tl-•+•.,t't.S.r,' .tir �t i ,?,sd�t4 �y'r;r1�`a't(' �i�'•F:� �Y dr}`�*.s' .. '".fit''<�� t eld+ '., .c. ,> .rt, :t •.�,• <•{ .c.t ,� .�+t?' 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MISSOURI tom„ljiyr( i 17: ,., `i RECEPTACLE SCHEDULE , RATING PLATES AND COVERS t POLE WIRE AMP VOLT MTG MFR AND CATALOG NO. TYPE MFR AND CATALOG NO. REMARKS p •,;j, A 2 3 20 120 FLUSH LEVITON#GR20-I PLAS LEVITON#86003 NEMA 5-20R IVORY ` k �r"^; DUPLEX ,�,• rt,;, ,.,tf.. SEE NOTE BELOW 0 2 3 20 120 FLUSH LEVITON#6899-I PLAS LEVITON#80401•I NEMA 5-20R IVORY DUPLEX,GFCI t C 2 3 20 120 FLUSH (2)LEVITON#CR20-1 PLAS LEVITON#86016 NEMA 5-20R �w IVORY DOUBLE DUPLEX SEE NOTE BELOW D 2 3 20 120 FLUSH LEVITON#CR20-1 STAIN LEVITON#84003 NEMA 5-20R LESS DUPLEXiwl;s. STEEL E 2 3 20 120 FLUSH LEVITON#6899-1 PLAS LEVITON#4998-GY NEMA 5-20R •.,; GRAY DUPLEXr GFCItf> r,k'b':;'''• WEATHERPROOF F 2 3 20 120 FLUSH GROUSE-HINDS#ENR5201 FURNISHED WITH DEVICE RATED FOR CLASS I, >• DIV 1, GROUP D a: tr rr",:'tiy HAZARDOUS AREA ! ?,';:. a: I{ E` M att�p+ef�,1 r ' N P t';« h. 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MOTOR CONTROL SCHEDULE EQUIPMENT STARTER AUXILIARY DEVICES DESCRIPTION DIVISION DIVISION {{ MARK (SERVES) LOCATION HP VOLT PH TYPE LOCATION F I G I TYPE LOCATION F 1 C REMARKSi "4is HWF1P-002 HOT WATER MECH 1/25 120 1 1 ON WALL 16 16 1Ei ON-OFF STARTER 16 RECIRC PUMP RM A104 H 0 A STARTER 16 (AOMIN BLDG) NP STARTER 16 16 — MP-001 PUMP MECH 3 480 3 3 ON WALL 16 16 16 H Q A STARTER 16 (HEATING SYS) RM A104 NO/NC STARTER 16 -- "' ►s+9 CPT STARTER 16 — t'1 PL STARTER 16 — "`' NP STARTER 16 16 tr MP-002 PUMP MECH 3 480 3 3 ON WALL 16 16 16 H 0 A STARTER 16 - -- STANDBY (HEATING SYS) RM A104 NO/NC STARTER 16 CPT STARTER 16 '�`•%,�1�. '` PL STARTER 16 '•"t: e,.' NP STARTER 16 16 E Y dFNr.:t SF-001 SUPPLY FAN CORR 1'h 480 3 3 ON WALL 16 16 16 DS STARTER 16 16 16 -•f�i�c�-�`: (FUME HOOD) A102 H O A STARTER 16 — — NO/NC STARTER 16 '_ CPT STARTER 16 PL STARTER ;, rr• :•' : 1i'+^ NP STARTER 16 16 WS-001 WATER MECH 120 1 ---- -- PLUG ON UNIT 15 15 15 ' SOFTENER RM 8110 RECD IN WALT_ 16 16 16 (DWH-001) , +fit•"`; WS-002 WATER MECH 120 1 --- — PLUG ON UNIT 15 15 15 y SOFTENER RM A104 RECP IN WALL 16 16 16 j.4'anq ��r. r (DWH-002) ,zfk';ct f{ �`'. b0.'iy �F,x•' . 1:., raj 1 r Sit.�•ir`''ty'i,l .dtia rag ;: JCY ylrs .i u' ia��3�r tc cs- Inn-oo 16999 - 9 ELECTRICAL SCHEDULES r;{;. r` t + .j-t'x .t�c ti:p.,.:F,6.:t,'o.i.=:.}'r}t,,9e:.V,'i'� `'!•,{�r a.,r t',,a•e.,i.�'i:,.r':i.t.r';i;yl;,:n Y:+(jrt',°73l fr�r�'].r'<7.�r'(ly i. +yrnf.h i .!y„a4 a:),�;,,>tt i:%.:1i:f�,, *:4i+aNm4rWA+mt,Nut R v,�f^t w.'q i's;r S 4,"{+ :t'• ;r-.'.„,i.r }... - .}.rY-77,7 r.,f' „�:i,,'”{,4s.:v;'st<'ltw.•,.t s�...o.P trti.":,,{ a }�7,I�% ', 11, blll P .Ch �\.�;t�,�.•...H..7tt of-6.� v t x:.l i. rs-.�.. `( .: .i',�it_S!>, i („L i ,...{ �:;�„� 1,l,t. ��. fir. a 1x,z tYry.�S'-' %,, i , .Zr^ � .yt•ttJ; %,f\#s, ftAl .Y, :y�Y vc .:aS�+!., :1 X1+1 '., x =�f �M• � � k''. fa (: .r;. ;, ,;,a t;. ;r�:• tZ.s1 ,t �� ¢1, �, � ,, ' � 1 ( ,} R ;t;.,..2! a/. :t ... , L .,1.5 .l'(i,..l.} F ,1','i i'-�`},;;1 A_.r..Y`'G .r rf.: 1�y•,xt I .1+�y4, r y ( t 4+: ,,{,.{�. 14t ),(.a.•(,'.*:.1.. :1•-.:�1'l,. 1�f...{:.,S::i+i 4 �•�' 1:� "`}'�.Lt:'L t-[`F 'con.U. n.Y+.T:.�� Y't( .d`N ��*`�,,",!y$�t'�,. ,4`,�;`;.n,t, "s•!rr,'i;'.I.� pr, .'.+i•. ,3t�tty;,t;+, a Y z!tti x t ..t„,{u r ,<,..•'t f a �4 :l ? :4rf'ttsw.�t,43.�'fit�'!f !;71c^ts>»�t'"W ��tG+r i,1 ,�f.'xi,. � k',t!":,L.d.. �7;^rr,5t(:.�•�rdr('? `n�l, S-( .,.! .u.. v!S'� , I t:.. x,,,{.. .fe,rF.�:;L.. + ,f,;l.,x.: st I`S,z.�I ICa'�,r ttf2:4: s; q ,r,,�.1.•., y 0�(�u ii h }a1 'i.1r t :.x ec r.'C!,.kt •'n�51>t,r" :,:rt>•t: •�,�A -,''�•. x.w•,::�.. r."r; Lr� .i,• I t .1. :.1'r7t,,.. _,i,:.`er:' ,1"� '!e ..�,�dif6,•'. f�4• .l :]�n.;'�5 ,�:�fll...,i,. 6 J,zy�°��.i., ��. t",'s. :YF;rj` � k,'. t' e. +i +` ..z" ri f.,•+,t.;r'.> ,�'}•:,..:�%':., t'!f,:s ..�5,t�r. ,:11x;1 lS''x. •F'...,r! $'� ..'"'�'%' ,,V�. 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MISSOURI STARTER_TYPE LIB; 1 = MANUAL, FRACTIONAL HORSEPOWER,TOGGLE OPERATED :n '''. xw_4 2 = MAGNETIC, FULL VOLTAGE, NON-REVERSING, SINGLE SPEED 3 = MAGNETIC, FULL VOLTAGE, NON-REVERSING, SINGLE SPEED IN COMBINATION WITH FUSIBLE DISCONNECT SWITCH { 4 = MAGNETIC, FULL VOLTAGE, NON-REVERSING, MULTIPLE SPEED 5 = MAGNETIC, FULL VOLTAGE, NON-REVERSING, MULTIPLE SPEED IN COMBINATION WITH FUSIBLE DISCONNECT SWITCH 6 = CONTACTOR(NO OVERLOADS) '"•�.,3 7 = STARTER(S)OR CONTACTOR(S)FURNISHED WITH EQUIPMENT AUX LIAR LIARY DEVI F TYPE I T x h,_ F = DIVISION FURNISHED UNDER ON-OFF = ON-OFF SWITCH " �'`• �' 1 = DIVISION INSTALLED UNDER — E H O A HAND-OFF-AUTOMATIC SELECTOR SWITCH LID' C = DIVISION CONNECTED UNDER F S = FAST-SLOW SELECTOR SWITCH 16 = ELECTRICAL DIVISION 16000 AS = ALTERNATOR SWITCH Ell 15 = MECHANICAL DIVISION 15000 A Q S = AQUASTAT SWITCH 'S�.yS; { 5ij t�}1f�i 4 14 = ELEVA'TOR DIVISION 14000 P E = PNEUMATIC-ELECTRIC SWITCH �f L�;-�i r•,Y �;+:,,,w II' 8 = DOORS AND WINDOWS DIVISION 08000 L R S = LOCAL REMOTE SWITCH �'�'i♦ t[�;�(�`ft�<;�<)•;�vt',�ls�fY, .� T S = THERMOSTAT 3u,., NO/NC = NORMALLY OPEN-NORMALLY CLOSED UIPMENT/IUIOTOR CONTROL ��v•LL11 fif1t' 1 AUXILIARY CONTACTS u IYt( I; ,y�~jQHEDUL •,NOTES: Ian+ ,zr rr CPT = CONTROL POWER TRANSFORMER �f' 'rt rt,,l• rt 1, ALL ENCLOSURES SHALL BE NEMA 1,UNLESS OTHERWISE NOTED. 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X S��'��•+�i '�i`��(j �''{t,`d5 4 J?a tits r s Yhd '- ..• S 'i' �+' {t Y Y y `fit g e $t..x;'snC�L.�': r..,�'t':+{� #'tK.,;�3T',, t `s.t.. .v,' , �' •e�i trsy' i�t�b : :'grS. ,la"ki z1 �L'�+, Z3 iS 1 i s 1� • 1 i ' = a..:.•�aEtic..:.l €` .F'� k { `'Y7 ttr s ..... ..a•, }° 3{rte. �y �s d r: �i,'�YtM�krrniu/r.<ta.tw.x'.v. :a-Y,4.v,eEdct f,?.•Nf,l nn°n,.•.m.N•.+.,nw,.�-:...,.....n_.a.....+... ...•... ............ j" ....,_,........s...�..:+u..w.1).�w. Q 24 WATER POLLUTION CONTROL FACILITY EXPANSION CITY OF JEFFERSON, MISSOURI,' „j• 4i':,sx�}3�,�'vs PANEL.NO: MAINS: 250 A MAIN CIRCUIT BREAKER °s DPA1 VOLTAGE- 480 VOLT,3 PHASE,3 WIRE,WITH GROUND BUS i•'.y !� MOUNTING SURFACE LOCATION: ADMIN BLDG ELECTRICAL CLOSET A109 LOAD LOAD DIRECTORY VA K PHASE K VA DIRECTORY T ABC T `':;r AHU•OU1 3049 3P 20A I I 60A 3P 11634 CU-001 .'k: ;: al _n_ 2 i 3049 1 II 1 11634 ? J 3049 — 1 I I 1 11634 MP-001/MP-002 1330 3P 15A I I 125A 3P 13127 RPA1 VIA TFA1 " j. rs 'ka Azar - 7 _n_ 01 _n_ 1330 I II 1 16048 1330 1 1 I 1 15330 RPA2 VIA UPSA1 3276 3P 15A I I 40A 3P 6214 LPA1 VIA TFA2 �yrN±,'': . 13 n_ 01 _n_ 14 i, 2000 LK I I I 1 3866 E^h -�t', � '4 Al 1 1401 1 1 1 1 3015 ' e CU-002 2888 3P 15A I I 15A 3P 443 !Cn, AHU-00?. �19 n aI n 20l�±fc 2888 1 I I 1 443 tr-, �d�;•'tiN`:.r'' 2888 i I I 1 aas SF-001 831 3P 15A I I 60A 3P 6000 SPARE ; "• ,��kk 25 _n_ 01 _n 26 ,?'d ,� s •. ., 831 I I I 1^ 6000ca�'�}sli�k;}x?,'� lM 831 1 1 1 1 6000 �, '� LAB HOOD EXHAUST FAN 831 3P 15A I 1 1 3P 0 SPACE ' . • P •;' 31 011 32 '< III 0 ,,. 831 n 1 0 1 ' " l 831 1 III 0 h o n 110 SPARE 1500 3P 15A i I 60A 3P 0 TVSS(SSA1) 37 n_ 01 —n 38 y'• 1500 1 1 LK 0 BREAKERS ARE 1P,20A,UNLESS OTHERWISE NOTED. LK INDICATES LOCK-ON DEVICE. GF INDICATES GROUND FAULT CIRCUIT BREAKER. ST INDICATES SHUNT TRIP DEVICE. `^' • iz a7r.' tl i•.. tlsP. 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F•: DIRECTORY K PHASE K DIRECTORY }.,r VA VA x, EAST OFFICE LIGHTS 1536 1 I 9AQ EXISTING EXTERIOR BUILDINGY;,?1 1 r'+_ 01 2 YARD LIGHTING WEST OFFICE LIGHTS 1125 I I 1462 EXISTING EXTERIOR BUILDING 3 _n_ 10 _rl_ 4 LIGHTING i GENERAL RECEPTACLES 1080 1 1 20A 2P 1920 DRYER RECEPTACLE 50 1 _n_ 6 GENERAL RECEPTACLES 1080 _ I I I 1920 a� n WORKROOM FLOOR PC 720 1 1 696 WASHER RECEPTACLE RECEPTACLE 9 _ _ OFFICES FLOOR PC 1440 t I 600 EWCi4 f bX;''t� 'r"i RECEPTACLE 11 _n' to _n_ 12 s 2� � r-�b9„+'" EXISTING LOBBY ROOM B113 8.ELEC 1920 _ I I 1260 EAST GENERAL RECEPTACLES " 1 OFFICE ROOM B114 HEATERS 13 01 n_ 14 "3m` ` ' i EXISTING TOILET FANS 1400 i t I 1080 EAST GENERAL RECEPTACLES I rry�sy4 `. 15 10 16 EXISTING MICROWAVE&REFRIG 1920 I I 1000 SPARE .yl n r"1 It'r`/n RECEPTACLE 17 01 _ _ 18 LOCKER ROOM 8109 FAN EF-001 696 I t 1000 SPARE y/ ;vim• . m�ttrr'fff � ; LAUNDRY ROOM B118 HEATER 1250 I I _ 1000 SPARE L, EBH-001 21 �_ of _n 22 EXISTING EXTERIOR BUILDING 500 I 1 1000 SPAREs3..4.., SIGN LIGHTING 23 _n_ 10 _n_ 24 ) r�� I�';.�tii n.µ� JffY`tY��,ZS�'SrFtj,:•4��'t�?�•;�7(!''' `:i ,f ? ��.fit•'r.„' BREAKERS ARE 1P,20A,UNLESS OTHERWISE NOTED. 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'''}''�rki1�1'�F�Y"r^•Ci e WATER POLLUTION CONTROL FACILITY EXPANSIONS}r••`"'' ''Y':",•`• CITY OF JEFFERSON, MISSOURI ' r t PANEL NO: 40 ' LPA1 MAINS: AMAIN CIRCUIT BREAKER VOLTAGE: 480 i 277 VOLT,3 PHASE,4 WIRE, SOLID NEUTRAL,WITH GROUND BUS MOUNTING: SURFACE LOCATION: ADMIN BLDG ELECTRICAL CLOSET Al 09 °a LOAD C C ;aJ " DIRECTORY K PHASE K LOAD DIRECTORY VA VA ' M'tY ABC T ITE li- _ 1332 111 LK 2478 L r CLARIFIERS#1&#2 FIBEROPTICS 1 —f')— of I _n_ 2 ADMIN. BLDG. LIGHTING }, SITE LIGHTING-PRIMARY 1332 I 1 I LK 1500 EAST ADMIN. BLDG. LIGHTING � CLARIFIERS#2&#3 FIBEROPTICS 3 ��_ 101 _�� 4 4^= SITE LIGHTING-PRIMARY W 1332 1 1 1 LK - 1539 WEST ADMIN. BLDG,LIGHTING uu CLARIFIERS#1&#4 FIBEROPTICS 5 110 _n 6 ,f `( SITE LIGHTING- 1680 I 1 1 _ 624 EXTERIOR ADMIN. BLDG, LIGHTING ; , ; + P4 CLARIFIER FOOTPATH 7 n_ O i l n 8y ' ! SITE LIGHTING-PUBLIC ENTRANCE 1034 I 1 1 2000 SPARE x" `��'= .;.•, Sr" { k 9 r'_. 101 _n_ 10 `'�'b'r -' SITE LIGHTING-PUBLIC ENTRANCE 144 I 1 1 2000 SPARE SIGN FLOODLIGHTS 11 _n_ 110 �_ 12 a:. LCA 100 111 15A 3P 0 TVSS SSA2 s�'' . ... { 13 _n oil _n_ 14 u. 1 ? SPARE 2000 III ( 0 aj`is 15 _n 101 _� N �°' rake!° +: SPACE III I 0 `iOy.GS� 17 1 1 o n '? j'it: : $ •, f��X41•� ;.:;Tl eyKi ub}t n'v,1��';ti'. BREAKERS ARE 1P,20A,UNLESS OTHERWISE NOTED. LK INDICATES LOCK-ON DEVICE. (' ,.' GF INDICATES GROUND FAULT CIRCUIT BREAKER. ST INDICATES SHUNT TRIP DEVICE. 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LOAD C PHASE K , LOAD DIRECTORY ” " { DIRECTORY VA VA VAs',rif -� T ABC T XISTING SPARE 2P 20A I I 20A 2P EXISTING LIGHTS "x4 i,' « 1 n 01 -n- 2 GARAGE, CENTER, STAIRS II _ r1 to _n 1 EXISTING LIGHTS 2P 20A I I 20A 2P EXISTING LIGHTS ' GARAGE, SW&SE 5 _n_ o l _n- 6 GARAGE, NW&NE I n 10 n > ' `+ EXISTING SPARE EXISTING SPARE i 9 _n o1 _r)_ 10 ;� 'f"> i;fs;;^;•.. EXISTING LIGHTS 1 EXISTING LIGHTS 1 _n_ n_ CH RM 1 I o 12 LUN i+ TOOL RM&TOILET RM"A" } EXISTING CEILING FAN I I EXISTING SPARE oI f I is TOILET RM„A„ 13 _n_ EXISTING RECEPTACLE EXIS TING RECEPTACLE l+;�•i;�':b ka.,�y`�,y�ti;�,C,; j GARAGE, N 15 _n to _n 16 GARAGE, S a. 4:`s'r?°•. t r ;>: I EXISTING RECEPTACLE I I - EXISTING RECEPTACLE J GARAGE,SHOP,SW 17 _n_ o f -n- 18 GARAGE, SHOP, E M #; I I - EXISTING RECEPTACLE EXIS'fINGRECEPTACLE x4y*;•r;,;�ti r f� >�.:,;; TOOL RM&TOILET RM"A" 19 _n_ I o _n_ 20 LUNCH RM }w ail :c►, I EXISTING RECEPTACLE 2P 20A 1 I 20A 2P EXISTING SPARE S,ti� k r KITCHEN UNIT 21 o 1 22 EXISTING RECEPTACLE r'tti4 , EXISTING WA'i•ER C RECEPTACLE I 1 •� n n OVER TOOL RM t GARAGE, S 25 _ _ o I 26 i 1 EXISTING GAS HEATERS EXISTING VEHICLE WASHER 3 27 n to n 28 GARAGE&SHOP I GARAGE - - - ESTING DOOR OPERATORS XI a�lic ;} EXISTING DOOR OPERATORS "i GARAGE,2 N.DOORS 29 n_ o I _n_ 30 GARAGE, 2 S. DOORS ,1'vo ;;,r;,?.:,;�, EXISTING SPARE 'a EXISTING ARE I I 10 _n 32 I Lna�t, sz a, f _; EXISTING WELDING RECEPTACLE 2P 50A I I 50A 2P EXISTING WELDING RECEPTACLE GARAGE.SE 33 _n_ 01 n_ 34 GARAGE,SW 1 ,)' d} 10 t 2P 20A I I 20A 2P EXISTING SPARE Ti EXISTING CONDENSING UNIT n o I _n 38k ,. - 37 CONTROL-OVER TOOL RMt'r. ff n n 10 EXISTING CLOCK,HEATING& EXISTING HEATING/COOLING 30A I I '•' '' ;,rj. CONTROL-OVER 700E RM 41 _n_ o I _n_ 42 COOLING-SHOP, S.WALL,W.STAIRS S S1,' y� ;In", ?l fir' �A xe} 4L BREAKERS ARE 1P,20A,UNLESS OTHERWISE NOTED. LK INDICATES LOCK-ON DEVICE" �'j��EJrt��' z { x: GF INDICATES GROUND FAULT CIRCUIT BREAKER. ST INDICATES SHUNT TRIP DEVICE. > �`'�"• ,•" kC 11 `r., (yes �,rtkS•t•Y7t .:r" y C54199-00 16999 - 14 ELECTRICAL SCHEDULES Rd ' .V• ,';' �;s; \`. :t�' ,,}.'.�y'��..{{1rr�te,',,t}. 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MISSOURI I i PANEL NO: RPA1 MAINS: 250 A MAIN CIRCUIT BREAKER . 1 VOLTAGE: 208 / 120 VOLT, 3 PHASE,4 WIRE, SOLID NEUTRAL,WITH GROUND BUS r '•, MOUNTING: SURFACE LOCATION: ADMIN BLDG ELECTRICAL CLOSET A109 Gss,:,h;: LOAD LOAD DIRECTORY K PHASE K DIRECTORY VA VA T ABC T 1, 1 2 836 1 1 I 157.0 . 1 n o I _n_ 2 PC AND PRINTER RECEPTACLES LUNCHROOM A1'17 1392 LK - III 1440 WEST GENERAL RECEPTACLES t ' REFRIGERATOR 3 _n_ 10 _n_ 4 _ z LUNCHROOM A117 1392 LK I I! - 1440 WEST GENERAL RECEPTACLES REFRIGERATOR 5 n 1 1 n 6 _; .�. LUNCHROOM A117 696 1440 COPY ROOM Al 13 GARBAGE DISPOSAL _ 7 n o1 n_ 8 COPIER WINDOW BLACKOUT SHADES 1440 _ 1 I I 1650 GENERAL RECEPTACLES ✓ ?aeJ?.,,w,t .. to n 10 &HWRP-001 ,%t I, 1 MEETING ROOM Al 11 1000 III 1620 GENERAL RECEPTACLES PROJECTION SCREEN 11 _n_ I I n 12 iy?it'i . LIGHTING CIJSTODiAL CLOSET 118 300 I I 1 _ 672 EWC `'{v ; :�?'' x,u,r a r AND MECHANICAL CLOSET A107 13 n_ 4 I _n_ 14 LE-25 REFRIGERATOR 780 111 1068 LE-3 INCUBATOR 15 10 rtlir'L(su�' by .•;-1'n'. 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LE-21 COMPUTER/MONITOR 760 III 460 WEST LAB PLUG MOLD t 17 _n_ I I _n_, 18 LE-23 PRINTER 760 III 1250 SOUTHEAST LAB PLUG MOLD J t �a•� 19 _n_ o I _n_ 20 LE-19 GLASSWARE WASHER 3120 3P 40A II 40A 3P 3120 LE-17 AUTOCLAVE/STERILIZER t '= �f�''�''': 21 I 22 n 0 n t �r1 1 . 3120 1 1 1 _ 1 ~ 3120 `. 3120 11 1I ( 3120 5 'ntifty!i n o t n SOUTHWEST LAB PLUG MOLD 1396 I I 15A 2P 1300 LE-10 MUFFLE FURNACEw,,Jt, 27 _n_ I o n_ 28 81 „ st; ryift;., '''� SOUTHWEST LAB PLUG MOLD 1800 I 1 1 1300 > iyt 29 n I I _n "tl LE-11 FUME HOOD AND - - J ` ' 860 III 1000 ' fAP SPARE iF.';;�yr';?'•.„y f k LE-27 MOISTURE ANALYZER 31 n_ 01 _n_ 32 }”4 r+P r "6 fir r •i= LE-14 SPECTROPFiOTGMETER AND 1300 III 1000 SPARE LE-15 COD REACTOR 33 _ 10 _ 34 LE-1 BOO METER AND 1180 I 1 1 1000 SPARE e€t : LE-2 HOT PLATE 35 36 SPARE 1000 I I1 1000 SPARE 37 ol 38 +: SPARE 1000 III 1000 SPARE Cl I io 40 >i SPARE 1000 I t I 1000• SPAREr f?Q _ 42 BREAKERS ARE 1 P,20A,UNLESS OTHERWISE NOTED. _ LK INDICATES LOCK-ON DEVICE, : GF INDICATES GROUND FAULT CIRCUIT BREAKER. 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MISSOURI , ,,;{ tY r PANEL NO: RPA2 MAINS: 100 A MAIN LUGS ONLY f �,yrEr VOLTAGE: 208 1 120 VOLT,3 PHASE,d WIRE, 200%RATED NEUTRAL,WITH GROUND BUS �., y rykik'�'1�• . 0WW10P�� MOUNTING, SURFACE LOCATION: ADMIN BLDG ELECTRICAL CLOSET A109 ` ```'1•` C + LOAD C PHASE K DIRECTORY LOAD DIRECTORY VA K VA T ABC T . t:UN ( L �_ - L -. c, �10o I I � 1800 CONTROL ROOM A105 1 rte_ of _�_ 2 >,,b,ttu�`, BOILER B-001 � 200 III 1800 CONTROL ROOM CONSOLE CONTROL PANEL 3 10 —ri— 4 — ---- DATA RACK 1000 III 401 CONTROL ROOM LIGHTING 6 WINDOW BLACKOUT SHADES 576 t I I SPACE CONTROL ROOM A105 7 n_ Off 8 L SPARE 1000 III SPACE s?.':•�:':F�` ' ',`sW ^n t I t SPACE SPARE —— 100 0 _ I 10 12 }��r7r.tti n't$ ig" �:tw gig IV NT k •"i'tSV�f}�r t M a-� r 'k'��tis�''•'�'�i �`'t ,�,, {�'F"'{'hfiJii`��ikvisrd.•� BREAKERS ARE 1P,20A,UNLESS OTHERWISE NOTED. LK INDICATES LOCK-ON DEVICE. {3?' GF INDICATES GROUND FAULT CIRCUIT BREAKER. 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