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Home My Public Portal AboutORD11788 �+;i�� " � ��f��`�'+�t�-��^�t.�it .��.�c c{;'xz r-3'iM+<u�\,.r,'`_+t 1'+']� {J t ,��rr•a:}�te sx.,�.zrs: �'s'° `i•.i.;2�t''i�t.,aei9;F;ii ��'�Y}..s aC�f ra\ai te:. ' G BILL NO. 92-59 v` BY COUNCILMAN �i�- ';t.� SPONSORED rr f '~41 •:j ORDINANCE NO. 11788 u . G<n't AN ORDINANCE OF THE CITY OF JEFFERSON, MISSOURI, AUTHORIISC THE MAYOR AND CITY CLERK TO EXECUTE AN AGREEMENT WITH WISCH # '-`", " AND VAUGHAN CONSTRUCTION CO. INC. FOR THE CONSTRUCTION OF A Ytfi^i' �' ve� STRUCTURAL FIRE SIMULATOR. BE IT ENACTED BY THE COUNCIL OF THE CITY OF JEFFERSON, MISSOURI, F AS FOLLOWS: a"a X. Section 1. The Mayor and City Clerk are hereby authorized and directs to execute an agreement with Wisch and Vaughan Construction Co. Inc., for the Y* construction o£a structural fire simulator. The amount expended for the contract ;` shall not exceed $165,000.00 and the initial amount of the contract shall be ,_p: $159,750.00. �.4C Section 2. The City Administrator and Director of Public Works shall be jointly rove change orders to the contract provided the total contract authorized to app ` z,s amount does not exceed $165,000.00, nor change the general scope of the project. Section 3. The agreement shall be substantially the same in form and content „a as that agreement attached hereto as Exhibit A. Section 4. This Ordinance shall be in full £once and sffect from and after the date of its passage and approval. Approved: Passed• pp t esiding O r ayor .,x ATTEST: 1. City Clerk Y x� 4 " r� J k 4 }�}�,��•�}t S4�'TM�5 ?`.�� rI¢ i�X� �""'��.y��i��t' �r � �� f R '"d {y.��'"!u�§'�7 yS�r,�;�`�x•�tY�t�{ 5 �,�.�� i'�s��'�+n�r,��C.;��7 s. �+ i �x`t .x r kJe4� R. '•&r�.G��'Y.j Y'�p1F 7+,�'" �.�1�f.�O�r �{��k�'.� e.t�st fi xJ+�.r4rf+�y� �� Y.. o n H ,�k'; ' �,cCVr �' `�J �2 'J`•�'��`' 1 ,g, �"""'Yeb y 4=� s,?,' s� 7�.+ �'�s�?�'�+ti�+,� ��4�a}�r d�`y��v{ �'1�• '�� V�,y�+I `{. �I ,s. e �Cr: �, lvl' {t x�ls,.'� tar" x�t�a,f � z. •, t ., r ., � .; z��.: '� .�?fi � �� "4 � ��"' r i $ ,"• ¢'rifai z;,f•4. jd�5" 'S,,t,'r..,,n p.+,.o,� '1 �g.., °'rover �f t �4 r �-+ 4hb.Ai'�'x�.F: :LA Y;`tN+.+N.9 1 . rc1. ,,,, ! k p' ` #�'�, ri,3e K � 1 , .+. z.k d•' � t. tii'�. �5 �-' j .i, _ Rr ,K �� e.. •s ��.. t.. ;r ct* SO Louise Gardner MAYOR d 320 E. McCarty St. r 314314 00 Jetterson City,Missouri 65101 September 14, 1992 r, t Mr. James B. Wisch Wisch and Vaughan Construction Co., Inc. P.O. Box 104388 ' Jefferson City, Missouri 65110-4388 �`. RE: Structural Fire Simulator ' Dear Mr. Wisch: ..k Enclosed please find a fully executed contract between your company and the City of Jefferson for the above referenced project. You may proceed with the work at your convenience. Per previous notice, the effective date of the notice to proceed is September 21, 1992. f. Sincerely, Bonnie S. Hubert, P.E. ± . Engineering Supervisor BSH:lg 4 cc: City Clerk Fire Chief Rennick Building Regulations Supervisor Enclosure 1, :w. ,� .l 15 till, � i �G u,. {' .s. t �b�1 '^'f1�L�• �+�� ,a,�+�Et7 T4. � y T, ?na '33R N•.A J A } $ 1g OtAj d 4s. Her"gipp�i� 'DDAnf i iii; � 7 Louise Gardner •` MAYOR 320 E.McCarty St. 3114-834-8300 Jefferson City,Missouri 85101 _SfiiY September 10, 1992 :y s,z Mr. James B. Wisch Wisch and. Vaughan Construction Co., Inc. P.O. Box 104388 ` . Jefferson City, Missouri 65110-4388 Sot r RE: Structural Fire Simulator Dear Mr. Wisch: This letter will serve as your notice to proceed with the above referenced =a project. This notice is effective Monday, September 21, 1992. The 75 working day contract time shall begin on that date. Yesterday we received the certificates of insurance, bonds, and contracts you executed for the project. Please be advised that the City Counselor must determine that the paperwork is in order before construction can begin. We will advise you of ' Y P Pe Ns determination after he has reviewed the documents. A record copy of the documents will be forwarded to you after the documents are fully executed. Sincerely, Bonnie 'S. Hubert, P.E. Engineering Supervisor BSH:lg cc:, 'City Clerk r Fire Chief Rennick \ l k i q �{ ;t � ,,.A C'' '•yyq tT"•' .' f' y t t' R k 'F :M' f -y y{ 1 1 :} ,ajjrt • b >k f y 1 y{� (,T riiJ .. r 14 j lti t a 1 1'. � •. x�S��g, 1 1 t t • .•. 1 1 1 11 1 n. r �} t 1� i : 1 • : • 7 n11 1 • 6' 1 1 11 • 1 � 11 1. •(. 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G�I1�.1xr� � r�t, :.1( "��;"• SHii ti P4 tJ 2 a r> d lav w 6 p• V-e r'1'-a" y r , yj�p'tt -t7r a I�• Fi ,r'{• I�b•I LAY�£•'�6' fak�!j�}C 1.1.14• tali G G.rtl�,UItjCLPtj I, 3'-d r 3'-d x. �° N• L�•H A+►JT I tl�IJl,Cib•/ Ill'-Pi; D GMI-1.urt(u- "v(z 4;6 C44U SCHECULE REMARKS .. t; i�•W� rybea or k (eL 11OI_ •�p � 1�f�'u,�L.�'�t ��r'LZ FA" Rp F,9--H. T-�I �'-2' N 1 ►�vu a� I-fv�a. Fear-fit; W� 2' I��oD. ►.I� Tlb fpl z�� u.�.•S ��s�-It �.�/ 2 t��D � U ;.. is F• 11 ,1 l TYIig^-� � 4, J .l U►JTEl14� _ y57 Y -HU 1r1.-.I IY{/ ^1 (�(� /�O•�1 4i1r$! �K •.• 1 Vii*-it•� � f f' �• V � i Yit'rl�' ' I's.�'� .M+1-aJt�x.l G�P•�i l�1-�1�•� __.._. G.1D4'�G , '�'�t 5i�y-•`fit' D '� 'I`(I t G i)/ v LEI I�" i oll 4-�; �I� ►�, O LLk� All p► �O C 4 la�--e.l>r p•�,11•I. PTA''IG i H{1 i 7 1`1 ;n t YH V�a E 1t 77 J ` �� F � �j4� t�i}I�",�5t �•� 7fY l�s�r 9 .}'f x � '�L t .�5'.. 4f yT� r Project Specifications for: Y}. ' I SOURI CITY ® �9 F s 4 STRUCTURAL FIRE SIMU LATOR Prepared for: ` OF J � r S ``t•l �'��,�j0 •i m W 6 YRYA ` 825 h'j r s Public works ®n �rt�e V 1 ®f Jeffers n Department ®f City ® East McCarty Street �Aiss 65101 K `^ f fens®n City, ®uri �oe��cd,.»000 OF ( 314) 634-6440 `aG ti. V R BER J' Prepared by: F. •�7a �� Prep 0 T P C®R]P ®NATION 2910 S. Grand Blvd. '} St. Louis, Missouri 63118-1010 %�! av FAX 314/664/2049 a��,,....., It s 314/664/8886 y . ' CHICAGO ST.LOLYIS DECATUR �_ C iLT ° :70 ER Project Number S2A140 e: iJJ+S try r Jui y 319 1992 ��os tl/lllll�� ,i. y `{ �` iil a 51 Sk X�: ' iPtfffj ',� b 1+, (�',f s r n 5 1�' ;<•A 5' '�t � � � �� ,ti1tt s ,( tX lxd, .� ,�-r of�.ni; ,;¢, '��,��.' 7 ,4A,`-,F�'t� .'th+s,"ri..��""r_4�s��` ts4+"',�.f4;"��r„�4:k}S''X�'tys'�F�+��` t *"F1��,f ,�i� ,x':{t i3 �t+�, ,i>�'.��0 �i• �.kf.<, e �U'""i� �,x.a, `t y F; .r x�.}5tN's�-S ..�i^ �7;�•` ��"t. 1y;4 , r :t 5 .t:r s sS't�" '.)t �M f at� ar"vh. � i e xI'� •�r 4 pp4 4 r 7 ) S f ry f S �':' .: ' ;� u,t(F i..:;?}{•f 7,U,P$'}''i k*��t¢{'��it�Wa.:,i� .. ,L , . i' .. ,. . .aE }_ 'r'�.r.� . . Inn :.[i,�r>�� rt�lr r } 4 I '7 i i ixG C•+YY k 11 yA ZZ.2T 'a c;YS • .G M1;�.i�'�t(�'•,+fit. •t . ��i 1t ,�i•Y!ap f�'ltr �tvt '7 IY•+4{��yr YT."t��i• 4tx • • z • .;, -14 llx vi v , aN :PS,• yi Cb'1s°-{t. , r a�} -,.rt. 1;?! 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', K +ti. r E ;��;y)1<r��,,{{�CZ,c71t'�•4z• .,�'.F..4{s. ��,,:`�"f h't'r.-.! .J�� (w�'�.�F" .sj.u,;.57'x' .{x`•�:T'�. !?f'e�w. ,ct'„i,}''•Y,. s. f' + t\ y y:'f .:4St ,4„„.iy`t�v�:iH K.fy�il�,'� '.� ,. 4`�” v`iT;;K• j` � 'iIS`�h'4 r,rf;-rr�,�.y,.,•+,w,I��,t$f,r��'+i 3'r1� R 1 y r f y�7 T� 1�41• W' r�`��7. ?��i' t.a k� .�`• .t�S}t 2 i,..t• •i�'# s�+• i.7� ') s �(s; ��jth�• ( '*~��y,r .14�� "SY`:3�+k t,1, SttS'�^'e�,1' ��•i n�'..S' {.'�S`+; �� C�,��i, Si; 't6 �i+ ,i �',� .�.,�' r9!1 rays ,;a @tzyi,-k {W 1 .�� 5 fe tt,,, + ;,•, i r �a {`�° a; �('tw34}jYy��¢1�crr'i": }�•a*��. 2 t r. � •k :� 4C _ 7r1,�, �.Y+ �( ?� t�"ij1 ,'y S Y . k .>. t r r �7 (, 7.4 "Ply�4;{v!,�, 1 0 Nam lop it ,. . 1 Louisa Gar 1,t*"son:. dner , MAYOR 320 E. McCarty st. .,.._.._,...,.,� `r Jefferson City, Missouri 65101 314-634-5300 ' ADVERTISEMENT FOR SIDS , YrYW - rn.} F;• Sealed bids will be received at the office of the Purchasing A ' t Street, Jefferson Ci 9 gent, 320 East McCarty :Y t" The bids will be opened and read aooud until 1:30 p.m., or>t Tuesday, August 25, 1992. z same day. a Council Chambers at 1:30 p.m. on that Ai • The Structural Fire Simulator involves the construction masonry structure consisting of a 40 toot n of a 1,540 square foot modular a fire-proof one story burn room. The structure stt bey ostruct residential shell and ,' Training and Operation Facility located at the ea constructed at the Jefferson City i east end of Hyde Park Road. A Pre-bid conference will be held at 10:30 a.m. on Tuesday, August 11 level conference r000m of City Hall. All prospective bidders are urged 1992 m the lower �J to attend. Copies of the contract documents required for bidding the director of Public Works, 320 East McCarty g Purposes may be obtained from rty Street, Jefferson City, Miss t ? refundable deposit of $35.00 will be required for each set of plans a Missouri. Anon- ; Single sheets of plans may be obtained for Three Dollars ($3.00 j P and specifications. ??r ) per sheet. The City reserves the right to reject any and all bids and to wive to determine which is the lowest and best bid and to approve the boonormaiities therein,d. CITY OF JEFFERSON James Hartley > Purchasing Agent r Ig r>r •.�. .'Y"St1q i�i�� ,,�Jk�r�;+`Ft1'?.t ;}+,yP��Y�Jr.ti tr t :x1.JtJ :.:a�i, � say,�.�yy�>s��.yrf(p��,��'. �c,',�}.+,�ti,��4,#.;;��y?tt<"'!%,i�?,i . aP�� )f '•i"P"• r t� L •� t r 1'7 ,J AJi 0.i< ! �§ �n >'N q ttx f ' << a ��61' Y9 i r r' + e,.�}�#, f4 3x< C+BS"VNSaI�'; h.7'�t"as��rr}:�+5!) r 2 L J trr' 'y. ~, •y�`�. .r S...�, t f. .. �, Sti 'ti'�d t'a'�i L'.IM1 �r .tl�?r1f#��'�.+v` n. ti I ,,.n{ 5s3tGry�!f'`irPG.�^t a r,,,`Y{•,;�rar}rs`Mtq�,'':'�m�{t, ' �Y"{z Y 7'i eL�F",''2.sS;. RjS.t`:t,f'r`°�i>%'r^�*tt7 fd'Y<, �'1� 't"�i,".�i �zdk.. :�s.,y r;?i.• " �� t 'Y`� e� 1 .1c. r}t +t'1+'S i�,. s fit[:s •i n .+.}t �... 'fS Ar 's.iY�( '�, i T t .,.' r'inaLfi�t, E•;�';� � .ly�.i;lr� � r Y s i r. �t�:r11 �,h � •J t .'[y ) li t f t.I t ,r, r+( t ti t .i..i.�i$`�',! i.i S. ,J,,yG��/{F` T `3" n''R� •.{�l 'Y ' t f i�'d� N t�( Y x��. ... t�' `4'ysk 1 y. t:�f y*A+� >}• /J{r5}rv' G. G .Y t44 NMI I, ,,s .K,►r.,o�mry�s..- , i ..., ._._.�,. .�...—�._�,,•�_. ---.�_-_��..---w..r.-��.—��—�.__ t �'"�r tMj�'ff�"��tS�p7 dMrbM� it r ri��` r�lf,l SC Sf it .t ,< :: '� .' '• .' i .. t� t{ ,-"i ti # � � f 2�7+:�u+ns%�6 xA2+�t: �Cr'1u.t�'t�,To.°.`aA.C�$�'`i�'l�k•'*.fwwM.«...1� ..., .. .,.. tf `. �`,:r•W:,Ft5m�gHSecji;6.il ,�,;;.':ou..w.+.�sf��+G , tr J e . NOTICE TO BIDDERS Sealed bids will be received at the Office of the Purchasing Agent, City Hall, 320 East =ry _ Y , McCarty Street, Jefferson City, Missouri, until 1 :30 p.m. on Tuesday, August 25, 1992. { F� The bids will be opened and read aloud in the Council Chambers at 1:30 p.m. on that same day. i .. 540 square foot modular ��;,„�` The Structural !Fire Simulator involves the construction of a 1, � � F masonry structure consisting of a 40 foot training tower, a two story residential shell, and tructure is to be constructed at the Jefferson City ?` ``'` afire-proof one story burn room. The s `''{ 4 Training and Operation Facility located at the east end of Hyde Park Road. A pre-bid conference will be held at 10:30 a.m. on Tuesday, August 11, 1992 in the lower level conference room of City Hall. All prospective bidders are urged to attend.. s; A All equipment, material, and workmanship must be in accordance with the plans, and contract documents on file with the Director of Public Works, Jefferson specifications City, Missouri. «`..,. Copies of the contract documents required for bidding purposes may be obtained from y....,4 the Director of Public Works, 320 East McCarty Street, Jefferson City, Missouri. A non refundable deposit of $35.00 will be required for each set of plans and specifications. r; A Single sheets of plans may be obtained for Three Dollars ($3.00) per sheet. ,. ,.� A certified check on a solvent bank or a bid bond by a satisfactory surety in an amount .. Y � ,., equal to five (5) percent of the total amount of the bid must accompany each proposal. � { A one-year Performance and Guarantee Bond is required. �. The owner reserves the right to reject any or all bids and to waive informalities therein to determine which is the lowest and best bid and to approve the bond. 'r 4ieh� • '^"'}❑1e CITY OF JEFFERSON, MISSOURI { Chandra L. Russell, PE s' Director of Public Works .y Y 5k, t tv t 5 d f 31 r;t J,J 1 t 1 !J rsl�e r. M1?r'�i � ".+`A }t,�� t J S�f�'tz♦rr !'1 wt a. {tj rr '� ,, �1.r f+T �f'j� �t t'� Y ex� p i �, t i , v� r N t;✓' , , �t li..0 t i.'y 1,yt {'tr ,s•� ��i G S S a' 1 !� d '�' � i 7r tc 're'��'a!e�. � Ail u M ,it r ri J i., .�`v r r a17 ttiLr . '� �` �o,r�aea,>�...:,»..^.._. ...._._�,. ,......_.....� t 1 v��f.sY^'ti '?�9"N�'?r ' +;' •-m,r..,..,,.....,...._,a_. .._..,. .__,..,rw..._._._.�:;,.:.:a w...' i;,, � ' ;� � r •r '`� .0 d. INFORMATION FOR BIDDERS r.:. IS-'I SCOPE OF WORK t The work to be done under this contract includes the furnishing of all technical personnel, labor, materials, and equipment required to perform the Structural Fire Simulator in r accordance with the plans andspecifications on file with the Department of Public Works. `. 11113-2 INSPECTION OF PLANS, SPECIFICATIONS, AND SITE OF WORK The bidder is required to examine careful) the site of the proposed work, the bid plans, >° " q Y p p , p ' �� m. specifications, supplemental specifications, special provisions, and contract documents .:ar;,,•. before submitting a bid. I13-3 INTERPRETATION OF CONTRACT DOCUMENTS If the bidder has an questions which arise concerning the true meaning or intent of the qtr. y G g g L i Plans, ,�,, Specifications or any part thereof, which affect the cost, quality, quantity, or character of the project, he shall request in writing that an interpretation be made and anai,;<,: ,„! addendum be issued by the City, which shall then be delivered to all bidders to whom Plans and Specifications have been issued. Failure to have requested an addendum p q .......... Tn . covering any questions affecting the interpretation of the Plans and Specifications shally not relieve the Contractor from delivering he completed project in accordance with the 9 p p J intent of the Plans and Specifications to provide a workable project. I13-4 QUALIFICATIONS OF BIDDERS The City of Jefferson may make such investigations as deemed necessary to determine , y„ the ability of the bidder to perform the work and the bidder shall furnish to the City all =J- such information and data for this purpose as the City may request. The City reserves F7 the right to reject any bid if the evidence submitted by the bidder or investigation of such bidder fails to satisfy the City that such bidder is properly qualified to carry out the obligations of the Contract and to complete the work contemplated therein. I13-5 EQUIVALENT MATERIAL Wherever definite reference is made in these Specifications to the use of any particular Y material or equipment, it is to be understood that any equivalent material or equipment may be used which will perform adequately the duties imposed by the general design, 'z subject to the approval of the City. 2� }s •.-'-.-.;'..`".....wwn°WW'1l�'bii6''�, ",ura', ",j£','tt,�`((,Y.C;33'%:7.zly.iw;"'4.+:t;r,RI,M';;ln�.Re'>rn^^a;-rya:6r•,v..+www.v...N:•.w....w....sawrwcm,...-....... . .+t S t t't' `}.t1Y`"yP"�:'gt.G,'3��.'e7ir"ir Jra1e$!+,., ,q� '4 * 'r` .£iE t i ,.1 '.+1{'F ,'ktr^{S' �iit 4 �fj+{tiir iWr r£iW '6ri F 5 i 4 �t: . i�j r't4rt` rt�1�„+a ��/ � .. � ; �'.,,r .r , �TM�il1a.� r � f �¢r: ;rr. tS. kil • r'� 2} ..• t 1 '}!}r��Q�f�� ,;,t - '7 ?Fitt�S K�� t3 ;r^t` } ; .. £i i. +•tl ��'s ';t ,11 1 .'1.f I! .. r.l�(S�j ��,nli X�J `k �r'. .} `t�•. .;i.(S tr,�:, `t 1 t .a1 q 'l a 1 k ;'} .., �t {r", y f: qt �• �y,�,�< it j, i' 4t�t. •' r i �h 11" BID SECURITY Each bid must be accompanied by a certified check or bid bond made payable to the City of Jefferson for five percent (5%) of the amount of the bid. Bid securities will be returned }° after award of the contract except to the successful bidder. ? „? Should the successful bidder fail or refuse to execute the bond and the contract required { within seven (7) days after he has received notice of acceptance of his bid, he shall forfeith:. k to the City as liquidated damages for such failure or refusal, the security deposited wits, his bid. " ., A:`. 1° I13-7 PREPARATION OF BIDS ..4 Bid must be made upon prescribed forms attached in these Contract Documents. Only sealed bids will be considered, all bids otherwise submitted will be rejected as irregular. ! 'td Yrl�£r iS rt All sales taxes which might lawfully be assessed against the City are to be paid by the Contractor from the monies obtained in satisfaction of his Contract it being understood by the bidder that the bid prices submitted shall include the cost of such taxes. ' All blanks paces in the bid must be filled in and no change shall be made in the . phraseology of the bid, or addition to the items mentioned therein. Any ,conditions '"/�� ' limitations or provisions attached to bids will render them informal and may be considered cause for their rejection. : ^ ' Extensions of quantities and unit prices shall be carried out to the penny. yr IB-6 PRICES The price submitted for each item of the work shall include all costs of whatever nature involved in its construction, complete in place, as described in the Plans and Specifications. IS-9 PPROXIMATE QUANTITIES t, In cases where any part or all of the bidding is to be received on a unit price basis, the quantities stated in the bid will not be used in establishing final payment due the successful Contractor. The quantities stated on which unit prices are so invited are approximate only and each bidder shall make his own estimate from the plans of the quantities required on each item and calculate his unit price bid for each item accordingly. 4, Bids will be compared on the basis of number of units stated in the bid. Such estimated quantities, while made from the best information available, are approximate only. Payment of the Contract will be based on actual number of units installed on the complete work. { *�f r. r a {i t fl��3ll'"+J�u�}�e�'•�',�•`!,,•'rGi:�. �,�.�„•.l y�f�4,{.v".SR,f �Nii.��r�t F 'C� :(`.t L j.�i^i�"-(}f 4 1 4 tt .S�1,'I S } 1. � r F f��r"�4. j -;4 t +,;1tiYf. k`A`��y,.r.'w`��t Y?''?f� .r�`' ;1:aq• •�E;. �'�i '';�>>i e S i'r I '� :�: t :£lr e. ? � f ear t a>`t{:�Fr�r �,1• t & �yy,,rtji.t W i .iy,y��q t. � t t, x��n s .t. d ,.t n i r 'i ,,iti q�w` l 4•w '1• ,J+..r� �flit 1 P !� L�j �{��y?� �is �.d;n, dt r. .;k ♦ z ..,.y1 i e '`.,/' . .;?f f a !} r sr 'ti° r t •x. � �, tdri .. t 1 ¢'�f r+..y,:l�r,�� :.�f+f?•4"�. T r 1 y'.� `� ', . t c. ! jI 4ti'�' `� µ�•�'' 1 1 ! 1}f •h� �r I { C\(`, 9{ �,a 1'T n? 1 ; '1,�� , r��+ ��'4t'�r._i t f� /{ .� �! C r,• t +r}��g�'��(+yr'Vr( ��s k t... [�.�•`Cy..� j rl�x.felt s..' t ht �';'��+ v71'� i t �1';•. t t r �� '� 1.t# `1�r��f C•.r'¢r'��.ty,�'�'�j�' v. y,: f5,4ji 4.: ..�(j� :ik3y„+(( ,�• .r Y f ! fa..•r ''f t° t fl � s l ;.. yC , t I, r .tf,��rt��rk'� 5 if`v, if4P f,',.,kmiw..+.:,.......,::.'.._--,..v.. a_.,.- ..`...�...ar.+..,s ia« '"'....•#r w+ .. t t l il r44` 16-10 LUMP SUM IITEI♦IS Payment for each lump sum item shall be at the lump sum bid for the item, complete in 14 all labor, materials, tools and equipment to construct place, and shall include the costs of a aten the item as described herein and to the limits shown on the Plans. t IS-11 SUBMISSION OF BIDS The Bid and the Sid Security guaranteeing the same shall be placed in a sealed envelope Y and marked "Structural Fire Simulator." rQ{Sr 5N ,alt �.1'yF 16-12 ALTERNATE BIDS In making the award if alternate bids have been requested, the alternate bid which will ' + �► be in the best interest of the City will be used. Slu i•<i �eyS { 1B-13 WITHDRAWAL OF BIDS If a bidder wishes to withdraw his bid, he may do so before the time fixed for the opening, without prejudice to himself. No bidder may withdraw his bid for a period of ninety (90) z days after the scheduled closing time for the receipt of bids. , Y 9 P No bids received after the time set for opening for bids will be considered. ki IS-14 RIGHT TO REJECT BIDS 'ar r:Y The City reserve the right to reject any or all bids, to waive any informality in the bids received, or to accept the bid or bids that in its judgement will be in the best interests of the City of Jefferson. 16-15 AWARD OF CONTRACT Y{ : If, within seven (7) days after he has received notice of acceptance of his bid, the successful bidder or bidders shall refuse or neglect to come to the office of the Director . '{ of Public Works and to execute the Contract and to furnish the required Performance and 1, Payment Bonds and Insurance, properly signed by the Contractor and the Surety and ' >; Sureties satisfactory to the City of Jefferson as hereinafter provided, the bidder or bidders shall be deemed to be in default and shall forfeit the deposit. All i�t" 16-16 PERFORMANCE AND PAYMENT BOND A Performance and Payment Bond in an amount equivalent to one hundred percent (100%) of the Contract price, must be furnished and executed by the successful bidder or bidders. A form for the bidders use is contained in these Contract Documents. �d6 Y� 4I r Iii �a� :f t i 'f :• r��i `': '''ls{Xe.iitvmarwww..... .»..r.r..�„r—•-'+ _ t y t r SLR'.t{1iS I i �`�.€ Y Y', r. 311 �` f{�?ttj y{yy}13}Xsyi+;l,tt i}j f P!' n 5.7 i j5 t �fi t r � �� r� � 7 •, .tf I ,y s t i.''14 4� 0 11"111 all I ` r. ,,. ..,,1{ I.: I F t S'. S } r I + I ,f , tf .. ,�4Jtt}` �•." �S' 1��l Y y' Iy. { s The issuing Surety shall be a corporate Surety Company or companies of recognized ` standing licensed to do business in the State of Missouri and acceptable to the City of Jefferson. a IB-17 INDEMNIFICATION AND INSURANCE r�5', yet The Contractor agrees to indemnify and hold harmless the City from all claims and suits s for loss of or damage to property, including loss of all judgments recovered therefore and fix' from all expense in defending said claims, or suits, including court costs, attorney fees , :,' and other expense caused by any act or omission of the Contractor and/or his ,fFry.. subcontractors, their respective agents, servants or employees. The Contractor shall be required to provide the City of Jefferson with a Certificate of Insurance outlining the coverage provided. (z' Mr r6l IS-18 SID SECURITY RETURNED TO SUCCESSFUL BIDDER Upon the execution of the Contract and approval of Bond, the Bid Security will be ' returned to the bidder unless the same shall have been presented for collection prior to such time, in which case the amount of the deposit will be refunded by the City. IB-19 NONDISCRIMINATION IN EMPLOYMENT '.' Contracts for work under this bid will obligate the Contractor and subcontractors not to discriminate in employment practices. ' =: IS-20 PREVAILING WAGE LAW `1 a The principal contractor and all subcontractors shall pay not less than the prevailing wage hourly rate for each craft or type of workman required to execute this contract as r determined by the Department of Labor and Industrial Relations of Missouri, pursuant to .1 Sections 290.210 through 290.340 inclusive of the Revised Statutes of Missouri, 1959 and as amended in 1986. (See Determination included herewith.) IS-21 GUARANTEE The Contractor shall guarantee that the equipment, materials and workmanship furnished n under this contract will be as specified and will be free from defects for a period of one year from the date of final acceptance. In addition, the equipment furnished by the Contractor shall be guaranteed to be free from defects in design. t Within the guarantee period and upon notification of the Contractor by the City, the Contractor shall promptly make all needed adjustments, repairs or replacements arising out of defects which, in the judgment of the City become necessary during such period. Igg s ddt.N}'��t�#�7 My; t s P.sc"y }r•,5'^•5^.I` it t j �f .��'.! �#ott� t`�''+,r✓t ' ��FS''��f ',�.a .1#4r i i s,f rs�r: r;�"r�� 4y '.:i� lj<t, 'Y t!i rF �..:t ,.' .!". °! , :.c.. 's xtlrrk.i•'CI! 5'�z� , ' e>, � ,yV +�rl SL",77 ��t t P � 'I qfs u' )�, z �' \ Y. ' 4 }? .•x ' Sr r¢s�r% .!}�.f„ ;,ita k ., (r .' •�' .,,: :,� .`r tl :e4 t}..y`a � �G..,ftr :,? p�f F�S�f �. �{.I, ' ` tty. r s hYSESw..,.fw Y. ...,. i....«...»..«.a.. • YJ -i ..; :lr. y .. : 1.,' !}::n�,,1l ,.».a.x•...xta^rre"',MSU lt,4v3+'^.>A`$,i'+7N�.i, h.�#`r'rFt:i . jf N S..'.4%.l.yslba,'.,,,r........ _ �... �i S' The cost of all materials, parts, labor, transportation, supervision, special tools, and ` supplies required for replacement of parts, repair of parts or correction of abnormalities E; shall be paid by the Contractor or by his surety under the terms of the Bond. The Contractor also extends the terms of this guarantee to cover re aired p parts and all ' replacement parts furnished under the guarantee provisions for a period of one year from the date of installation thereof. S. If within ten days after the City gives the Contractor notice of defect, failure, or abnormality of the work, the Contractor neglects to make, or undertake with due diligence to make, the necessary repairs or adjustments, the City is hereby authorized to make the +Fs repairs or adjustments itself or order the work to be done by a third party, the costs of the work to be paid by the Contractor. In the event r• arc sz; `i: of an emergency where, in the judgment of the City delays would cause serious loss or damage, repairs or adjustments may be made by the City or a third party chosen by the City without giving notice to the Contractor, and the cost of the work shalt be aid ,'�>�>;�rN.�• ;•.ry,,:�+.,, (!! p by the Contractor or by his surety under the terms of the Bond. IS-22 NOTICE TO PROCEED :..1 A written notice to begin construction work will be given to the Contractor by the City of Jefferson within ten (10) �, days after the Contract is approved by the City Council, The It time for completion of the project shall begin to run on the date established in this notice. IS-23 VNORK SCHEDULE °1:1) 3ii4itf)nYat.•, ti{t i To insure that the work will proceed continuously through the succeeding operations to r = :' its completion with the least possible interference to traffic and inconvenience to the public, the Contractor shall, at the request of the City, submit for approval a complete i schedule of his proposed construction procedure, stating the sequence in which various Operations of work are to be performed. 7 '` ' IB-24 CONTRACT Til ME The contract time shall be Seventy-five (75) working days if the entire scope of work is contracted. Should Alternate Number Three (3) be accepted, thereby reducing the scope Of work, the contract time shall be fifty-five (55) working days. 03-25 LIQUIDATED 0 MAGES Yw, liquidated damages shall be assessed at the rate of $1,000 per day until the work is complete, should the project not be completed within the contract Urne` ` �..•.iw+^t� } j T �p''iiu5#.F�-��'rv'F7;F"wknfi:i.•.<i+.y:++.ry ..«...— _ «.4..w.:.m.r.rw....•–•••_... ,1. ��l�JY,��Sr �tt'3u .'ks ,++1J zz F S J f„r r i +;t •I r ..o .'yv�Typ�Y(`�'Yni,�-�`Y�$+5 '1id2+r : /f r i .f • ' .. 7.. ft is Y"4f �y 'ity `` 7 i. �?�i:�1.� yY2y! .• 1 #'i. .7 k' t .7 � is ' zj !},.Nty14i��'+ }t: Y Y I 7 � 'T :.y irk a .. . / Y :{ '"ys t+c•es ..?r 4�t9�” I am oil, ; L ..,}•f fly t 4�a [ t tLtt+r ` /'s ,. ,; `t, ":: , ' " fit ! .Y •� _w_is..t:.a.1.axivYlc+oi�v1'k4lh'NdGYYZr.,MaC9`.Y' tr.-�`�r" �Yi BID FORM Name of Bidder Wisch and Vaughan Construction Co. Inc. 0� :t Address of Bidder P.O. Box 104388 Jefferson City, Missouri 651.10 To: C17 Y' OF JEFFERSON } 320 E ast McCarty Street ;f Jefferson CI•I ri 65101 � Missouri ^.r THE UNDERSIGNED BIDDER, having examined the lens x the Contract, S ` # t Plans. specifications, regulations of peciai Conditions, other proposed contract documents and all addenda { ; ' thereto; and being a'.cqualntecl with and full understanding erstandin YN of the work covered b this Bid; (b) the location, arrangement,a) the extend and character for the proposed work; c the and specified r ui t;?' ': ( ) a location, character, and condition of existing streetseroads highways, railroads, pavements, surtacing, walks driveways, curbs trees, r'~ s®wars, utilities, drainage courses, structures, and other installation, both su and Quad � gutters, and which may affect or be affected b the mace underground wh Y e proposed work; (d) the nature and "4k extent of the excavations to be made and the materials to tYPe� character, and '`` #' be excavated; O genera) condition of e the necessary handling nd rehandling of excavated ;,fT ;`` materials; (f) the location and extent of necessary or pt babie dewatering requirements; r ;Y. (g) the diffic ulties and hazards to the work w which • star, might be caused by storm and flood ;,• (h) local conditions relative) to labor, transportation, . facilities; and (1) all other factors and conditions affecting or which rrta'b and® a rail delivery ry �:-� °•�� •`: I: y affected by the ;. � HEREBY PROPOSED to furnish all required eq materials, supplies, equipment, tools, and � plant; to perform all necessary labor and supervision; and to construct, install, erect, and complete all work stipulated, required by, and In accordance w( documents and the drawings, specifications, and other with the proposed contract altered, amended, or modified by addend er documents referred to therein as he wlil accept in full a) in the manner and time prescribed and that H' payment sums determined b following items, the following unit prices and/or any Oump sum amen + .° Y applying to the quantities of the � 1, or minus any special payments and 'p > understands that the estimated quantities provided in the specifications and Plus - ' d he ` or total quantities required for the completion i of the work °t guaranteed to bathe exact 55! described in the specifications an �t shown on the drawings and s ' under the Contract estimated quantities to creases or decreases may be made over or k ` s progress of the work and that prices bid wall a for needs that are determined Burin quantities as follows: h aPPIY to such increased or decreased + I N s tl � f z'"l,`"j_=rt 9 tN tJy..F:°Y a r 'y!4,"f,irff e S d,r��s,r f?k.'},ff t'`.y'bti,,i..e•T"4^!7�a�i.1 r}„,�f!,/�.,r t, d.�x w y ,;-T'hr t .:r s s� d 't;,fjt{pnsw+.w+wrw -;T777. 7777 10 1 ^- M« ruwx+ .1'::'..,f f i n 1 .3�a!t U f}'u f 1 f.i.At tS tYr'i+u!r'i"'Uf'v?.*o.k`n k Y,$x!s°�-.;y:k.+3ttA,;L°f r+•t+t<^� ryh'e4 tSid i ily {l � r a I' kM ` P4 K ��Ri�t{, 4;�itf aN.tjy�b�'v!��"`?L r�ftt:t;t�?,{.i..y �•'^p :, +;.• 1` - (.,,. llr;`t 1��t%�`�:"•,4*''�r�i'��hj-��fti 1".+> -�,xjt�k^>a fx�'`�•. "`i'S�;Y ,+�(. rf•:�' ' -t t.f t�`=` f .•, n.*,''''��S,f1::-..xt,;i+,,xj,S;„,. 1,nEY .t+7'�+,..) . Cti•,1. ,tky,.r,.SS^ , ': zl. {{ �'ci? yt� 'aY"J4,`ti,Tf,.. IR,fp::it+'if;>'1 ;V w xr °�' } .it ° ' aYkt is 4 't:x,k"1,e.'"� r'•1. oN,, :5' 4 .1 6 �:''2 ��k,�''.l`y t r+ �!' 3.. ,'7r1 ._ . .,,,., f !:'f., ,:.,: ..,i. .,.; 1` : < Y "I:};+<<:•`;�fl;�,b �tY.."�+a,.'4i��r�4•ao� r: ,{,� t rr. { r h 7« P4' et"" t ,t;, 't _ .. - .i:.: },r, ..aif} ��rtSYtyF .i+ ? t a lr,"E. 6��+. •kt �.? f � i7t:L.lt1.t'1E, � J,� '.y, + ..z � 2 ay'f F i 4 f y i ,{'J Z ''4 .1,'•..,r' 't +,. �. : a �< 1.7„x,',x^f 7'J tt}.�'`�,•k s$t` .G: 1 ,mot"� `.4 r $� i�y 'tt `t�' i x v r x.ii ri,�9 iJ*�r'a+l`3V ..S'4.4' '�.�' T" V � ��}+=�xac�.�'�T�,1°Y+it l�, ..Y t+:tdt1F,2•� i��'�1't.�y.�"�� F y+s.. k 1 ¢Fr'''.,nr,��ji�f5 rya; �t�i its y} `t'u4 � �:u+ �11", e .1 ,f• ��'S"{ i:>IY ��4 �'r+,oxaY h.��f ttt�^iS1i try t'tw s�i3�.V ��iS+... 1 tt + iy . .m...a£.�.a•.i..��. >:' ........ .. . ...... _.. AE11�Niiui�,rc�•!.:�.._,'a�:rn�ic��;:•rS.:�.�i:.aki.�,.vtibY�,y ppq Y OF JEFFERSON 'f° CITY FORA A STRUCTURAL F2 IRE SIMULATOR {+ BASE BID LUMP SUFI ALTERNATE NO ':rttr' CHANGE ROOF Q WEST END OF `. BURN ROOM TO MATCH ROOF Q EAST END OF BURN ROOM f••'i a DEDUCT ®o $.> ALTERNATE NO.2 USE OF Ir HIGH MASONRY KNITS y IN LIEU OF W HIGH MASONRY UNITS ABB' 'DEDUCT s (INDICATE CHOICE) ALTERNATE NO. 3 ELIMINATE RESIDENTIAL STRUCTURE CTURE r �P DEDUCT 37y® o °o ALTERNATE NO.4 '{ USE OF STANDARD B'HIGH MASONRY ! UNITS IN INTERIOR PARTY t WALLS 74 . A8134"EDUCT r; (INDICATE CHOICE) 1K.: a fj` 1 + � "3F° - , �';(r`s.� ,..y �F.�pv`4°x 1 ,{"�,, •�S,tr •y".�o-;; iy� i, '� � Y Y�ry" �4�,t��'+ ��•d � �.EL- 13� � r( ��%t..�1� ,��" s R ,W]. RIM, .lryyry.Sol :'_r• �. t}+� �� •�s�� S�' n aN�4�{ ` sS �,tt;rvaSbn ; r A� � t �fRG.' ��r•�. r ;��t k��i�* n �Fq�y? is+ a^Yvl {r�S � hz 4'yr t},.'V�s�.+� i 4t'Y i �d t-s.} tti t �i{ •. t 'k'fn'•;:: t. ,��,n `+ ;•F9�;��'r i" ��.i�4{f�,,;��y��f'��'¢,�'� � �'V�a,„�' �d.�7q� ? '°�'t+�S�°s3 �fha3�e� s �r� ''°� + td +�1 ♦ '� �� 3l?� tiS 9 \.�(�' �`k� .��"�A�. 7 s;u.�.j }.y�'7Lx�, Y•Nj t 17"f r i � .s 153, kr + ,YS.. '� w, . t t is, .1 r `� .. 4:' ... ,.� r .' I•` I! f tr i ��F�'d�,'�tt''f"t a�A9a�F��; i �yt�h SUBCONTRACTORS f r; vi r If the Bidder intends to use any subcontractors In the co list them, urse of the construction, he shall r TIME OF C® IPLEJI®N The undersigned hereby y agrees to complete the project within days for the entire scope of work, Seventy-flue (75) vy©rlctn A? accepted, subject to the sttpuiations o the (55) working days if Alternate Number 3 Is Provisions. regulations of the Contract and the Special It is understood and agreed _•:�� all applicable state taxs and that this bid Is accepted the prices quoted above include paid by the Contractor. The undersigned, as Bidder, hereby .., the bid a si n undersigned, s principals is or eam that the only y persons or firms interests in than mentioned hav® any interest In this herein and that no other persons or firms this bid is made without connection with any Contract to be entered into; ' 1 making a bid;and that it is in all respects fair and in o person, company, or "7 I' god faith parties ° , without collusion or fraud, The and®reigned agrees that the accompanying bid deposit shall become the pro Of the Owner, should he fall or refuse to execute the Co ed ;a for In the speci'rications within the time provided. Contract or furnish Bond as called .. if written notice of the acceptance of this bi undersigned within si d is mailed, telegraphed, or delivered to the � xty(60) days after the date of opening of bids, or any time there o s in c mailing, telegraphing, or delivering of such after before this bid Is withdrawn, the undersigned will, within t e form 9 uc n (10) days after the date of of Contract attached, h n°tics, eXecute and deliver a Contract fj Wr. G t7' ts' T ' uM vtlt uj �I at n Yt3 # 1n j °'` �5�yf?. � �;J,��s��,�°.Fakr;»w•s«t . t ts4ryx "�,`f��J •�Y r � l rtk,ax,�,t� r Pf''i+. t�`'�*'�C., nT ,s r" 'i; ,' '� .�r,�8 ( �'�• ��'. .Rre t�'1}��(i � tir�.x.�.. y� L"�.� r9�ir.�H.�af� ?y �tS-� ^��i ��}{a�1,�'t`�Yp��.�ny� �`,.:d .s �' rte 144 t t..I. {t i{ s rt I } to t*" 4F`�'a {,�d J� ifs �: ��j � { at 1'�SJ� S "1' 7y ' +.5+ I T ry.• F! a ri p t S r3r; 7t ufl } 6 Ott)t S a � s�<�^ �j't�5�� { t l,, � a C• f � Ft "�att 1 � N� fit, ..r��`Y'�t rS-µ ' ,+ !�� '�r ��+'t '':'t;�t''4 l z ++ 1a`,, s t'�F c. its t r �b iJ " #.��y.rrt t t} t< #}�,a��,C��+s• �'Y .� .,�.. � �.y •� �T� �y;*hr f.`"`4�'v1,Y S't. �s„t�..f;� t iy o rt �.. 5 1 r 1?.rt 5 t r l !.(� 1rtJ �.'��L`tot � ��y �: ,;�; `•i #} {kty{d"�t`a (fiat '?��* rP v'i �1 rc j . 5. ! ,,, _,r t ,{ 3.-.;.+-+% c a1g;.{,_�.�, e.�w (s.�('.{SF f�s�, r +' t. .. :i,..A�MUw•tir3 iw �'...._,``•�.�,A. L_ti�x..;, ...... 4:., .n....<(:::.ss.w,+7�•+,w+i� .. nv i } The undersigned hereby designates as his office to which such notice of acc eptance may ' -r J be mailed, telegraphed, or delivered: P.O. Box 104388, Jefferson City, Mo 65110 It Is und®rstood and agreed that this bid 'M be withdrawn thdrawn at any time prior to the ' scheduled time for the opening of bids or any authorl;ced postponement thereof. Attached hereto Is a Bid Bond for the sum of i'�oll t s check t.:. . arS cashier' )• make able t � ;:•, Ray o the CRY Of Jefferson. Signature of Bidder: t: . n.. If an individual doing business , . f partnership. ;J1 I a r member of arm. � •Y>;��::. bV If , Corporation Wisch and Vau han Construction Co. Inc by TIM President +( ' SEAL . Business Address of Bidder P.O. Bo - 104 88 3 ,• 1-90c) a .. q5 ... Dr. ; t e —�Ir?ffarann t Mn ti I In If Bidder is a co rporation. supply the followin g Information; +r= •., t„ State in which Inoorpo rate� f Name and Address of its: �•� k >rr President z 1415 Rosevall �i' h�Y•y ^ , Secretary Catherine Vau han Date f�r 3•, , �fl w( t5 fir, ,�� ,,,,�,n.c�a.pa,,.,,•�•..r.. T•..^ T.-'a,�"t':`,+3, •^t— if`i'}"�`�".+}•4r r S}'' t ; � y _s:t �`Y� � .'o��s(" t Yf !f� t ��t,ii^ '��i�� }t. '1+, {to X• r F4?1 yt isc��i{P r�r� 7•c�'�' i Y.!?tS��'�"tYr',�'f:� 3' ak f v ,!'1 J t to 6s'.iyt-fC��s�"�3 �k r.. u �'�F d. ��. r , �''�r`"- �i•�t(�F°SF t i� i� .�� aFF _� srm �r �. a ,vN• N 1 a< r4 a Cd k,�,,t tti f, f r spa t"`''s a� rl� Y 1 :yK gv (u�+•`+`�3 `f�l".ti.k tfi'�i 1, '5i t�+Z `L5k T,I1�t{f.{r2'�iF'c�=¢�};t"?3e• r rf�S1pa+k yer F ,,.�.yu�t v tt•cr a / 4 '�'n'1Vr a¢+ ri tr'S SF?�1Z'1 y 'y t„R �� s•x>,K�ii f Xt d.�Y K ✓' ,��}ry' ,?' >{t�°+F's�' s k a{ try? aa�? Y(kfiJt r' 4 fat i ✓rt tt.°i sq. k t t �yi 1 Yr k b,tr s x r 'ejx di ir 9F• k S'F.t: 4. 'v•�Zjtt�, ri{4'd,,+.n(h }' t� 1.t i..x, '�{ „�. t 4. 5 !Y lrt 51.y S' ! N�zu•":i.+t,{,a�'./4 ii• fati,,.} ',z�,.�''.'^'f ��, 4"' .:.`4 { ,��• fi�K�^ S� � a r ,s �,r:, .f� �a .c+✓ r iS. .;} 2. tr< .! ,i$N '� �.'�1 t '.7 • �. � rs,�� F l +YF':T `+� is �t .tf:v.; 1 ri. ti i � i y. ,+, n 3!•cv3 rF" f k8 .�kF > �� Pv b ! •{ :ft.: �� P$, 1 �' ) �„! •i�."'s° d,s�. p a : J.('kf .-it1 �s(r i. !f{ T.tt 4.! t ? 1.t. k F..� �5. 3 :,•+r ��..++ t �x��t}k 1 �`+iF7 .:i' t in :r,: i � tir,:t h t J y s.r ! +S,ssr�.. ( rl 1r t t}r N. ,y r low. ...' . '• r',. .. `'. :l ..;fi .t: rv, d i�' t��(i tt�.;.try,d' OWN n kJ. i��2�Lt.��"�rY t:v � a t7l �fY•i � �C�1 t 5r rifl � ti. k ' If .i '.. .� "�...�Y'. ..7 y f : r'.r`} tk.7q�, ,�� ' F� ,i • t a� • :d Mpg � t1� t STATE OF Missouri a COUNTY OF_ Cole 1 rt t being first 3 duty sworn, deposes and says that he isQ; TITLE OF PERSON SIGNING of_.�ll�b-clad llat,nF, Co 3 7n ,4 Fe P.O. n Box 10438 t �f lc, 8 Jefferson Gi •''�� ';,„,.. y, Missouri 65110 ' r; NAME OF BIDDER ° } all .a that statements made and facts set out In the bid for the above ro �C correct; and that the bidder the R ject are true anda4= has not either directly or Indir ctlyg 8�r j�tA ation, or corporation making said bid) any agreement, participated in any All >•� collusion, or otherwise taken any-action in restraint of free competitive bidding in connection with such bid of any contract which result from Its acceptance. Affiant further certifies that bidder is not financially Interested i with, any other bidder for the above proje n, or financially affiliated t: ti (B 07" Swom to before me this 25 day of Ali ' k NOTARY PUBLIC ` f My commission expires: 308/94 :A r nit, ptY•.. F 1. 45 SX abl�k S '7'77777.7 l i+ �ltk r 9 t4 N.'.1'• '.,.I P Y.4.r:,i t': .§A3t* r } f'w �'t t 4 �,K J a d • b J � h t a 4 t t•� t1 t, r�eq*R' '}! 7 �� r,�E 't'I`�''tT"'�`ai^Xj�$ S +3':$'�is,�`Ca. ��" �,:. 't c yip.LeS nr4wr Mk�.,syt t�i1twt Jttd�. .s&t•.,r);4 y`s t } �. fY ' e { d ,, r t f�.t5 tY ,<+" r � rt .{�� t+rl t�{«-y+'ify �rrzf�:r'�u�B°frY'r�.'" e r4tt .i 1J�.. 1�7; � C }� �••( �• tt''' t :fi't k iiJ3 �{i.X��;r �'�-��. $� �� S ,w "IN V s }.t'4k 1� kL} 4`h} 4'{ { f. T '+(f+1.1,t 11 If Ir r i t j 1 �(2 1 )f'tvyl l>h a j}3')'i•,ir , 't F �F�,ryx rt1 �.tttYi,� �'{\. It�(4 �YY}� f ! / ., t. � 'r t '(�F • r. .:��i 53 f 4 "��' + :�... rT �(. t.+l r:jta'�(w1 +.i Ft Jvt4�'.i?r { ,1-'' it� {: 7�� .�: �z� f7�i t {k .�yik 4 r_•• /} •• {�,§ -trk t� � Frn.,tY�.sxJ,t.��. A):i 'i .:l }4 � 3't. �q.�_ -.:� j � k�;: f� rF 3 �n":'y+�'J.j, '.•,�41¢ y •t}'1 uj�7 ��1i�3�'. .�,�'`t?tri) �: " i 'F �' t t .>: t Al +Y a >f ir'�cC 5,�� 1 Y +>.L'-� }'�y t- + X"hn�F,v. �7,��...f�?,�' r�•��5< �ss.S, #�?br�,..y;,. N; i 1 u d;5,a t Y��i`. _ � . Yi.•�„^,c � � r �.a } t�x b�f t¢i'rr: rG+' ..i• +� r�.h 1 �a �,• •,Tea This affidavit Is herehy made a part of the Bide nd • x; accompany each Bid submitted. executed copy thereof shall b;r STATE OF M' o ri ni COUNTY OF Cole The unatersigned, LIJ •� t � ; Of lawful age, being first duly sworn sYat®s upon oath that he 'es'd is : �• Y t K Wisch of i Construc ' the contractor submitting the attached bid that states 11 10 be fact that neither said bid nor he computation of his own knowledge and Include any amount of monies, estimate or allowance taUon upon which it is based ,,. expenses, however designated, proposed to � paid YA persons ling wages, moneys or r{ furnish material or actually perform services,upon or as a who are not required to " Part of the proposed project. AFFIANT ' Subscribed and sworn to befor©•me, a Not aforesaid, this 2_s day of „s A1y Public,19 aw for the County and State OTARY PUBLIC .r My Commission Expires' 3 s 94 ray Z. � u �x; ". ��r��tl ZrF��t`M i�tY�r r �.tr 5"�t�b�*� � � �+��F;° v• •i r •,ij T+5 {"� ;` � t;.}•*a l,ja�,��y � '' . Idfj *1 arE!} o ltr (f yy!s'�.+ T3 9 f1�t� L. ��;.`rt,* M�S.a �r .3 x 6 . '�.•x �� «�•+ra .�� a":it p tpY�aiVP, �� .�c.,�� "`r"d J! �k�+ ryrt t��r ..^''' �tf ..R x� .nrt. �� A� �t tt��y.'..fit' Y� .s,�t�.:ut t.'y±;r t <9.! yhv s+ f r6N� �`a, 't+'. � �'•+a, a ��y 1 �� .,�yCt''��'[t W 5 �v � �;•'�iri��r�'k'S.#4bpr �6?�it 4xfi'�L.l�i2 +�4tr f Z 3t�.. k i�*t i�r��C � 7�.h�fy� �7y�,+ t �t'".. " =4 t"f Fb s S.rY�3, l? K s'yr}7�,•y?'`�{ d b.,,�. ° �^� ).4 R F t �. 5 S' ' Jr• }1 '� r. ° .2t ��. i.! '.�',�r Y .:�� 4 ,Fd�r\: •a }U. P-�A ! t a � j �} • � I f 1 { Y $ � �{+b Y�S;rRtt�±.�r� ,y. ! r. ''3•'. � s4; .i.r ,7 .. .. 4' ... .. r r) 3d°{,1� �} t %^� $ 4 r tE .. j'j t �y K sY #� ,r apt��";l'?�,1�`�'ar 4� R.lF3 {T �:fkt.0 ��rMr��1 t1 t,y :^a{� nn S t 1 7 �:� �t � � fi `"�,..' .S� J: :rt; ,.s t ,t�j �fjfia•6'uY+tTh'ff'r�. �r�;� �`?4 ¢ d�4r{t�A4x �x �}4�y 1•y ��i.t,✓ �i ti is t �'f is Ef{r , �� }d {�y�s� 1,+� r.. 5.tS„•sd�;��' '�,#rtx�� ' a' 't; t ).r '�° >y i r'� s t t�� } : l . t3 4w.r,�#: sj�: 7 xo,i..rr�„S,+s; �t ri�' y i•c'=,t� : a rt' � t �; r i�vil` a u ��;�� 3�`�.:>.+:.'d-�WJYaMi/kMr ..c �C1 M'iM(Ma....:..._....t._.._F.z..,.......,......,...:b,.-.,..,1... _.<i. .•5..+�.,:i.' ., MINORITY BUSINESS ENTERPRISE STATEMENT �n Contractors bidding on City contracts shall take the following affirmative steps to assure ,. that small, women owned, and minority business are utilized when possible as sources ti of suppliers, services, and construction items. 1. Contractor's will submit the names and other information if any, about their MBE - sub-contractors along with their bid submissions. 2. Sufficient and reasonable efforts will be made to use qualified MBE sub-contractors when possible on City contracts. j A; .. L 3. Qualified small, women owned, and minority business will be included on solicitation lists as sub-contractors for City supplies, services, and construction. 5, Qt.r 4. Qualified small, women owned, and minority business will be solicited whenever ,x °f they are potential sources. 5. When economically feasible, Contractors will divide total requirements into smaller i tasks or quantities so as to permit maximum small, women owned, and minority `> business participation. 3: C. Where the requirement permits, Contractor will establish delivery schedules which will encourage participation by small, women owned and minority businesses. .; 7. Contractor will use the services and assistance of the Small Business Administration, the Office of Minority Business Enterprise, and the Community Services Administration. r,f r 5. Forms for determining Minority Business Enterprise eligibility may be obtained from the Department of (public Works. 3�+.4 a ;. i°d>{ f#ti, i�� Y t tt..� 9. �E{ �t b•C j x�iti t'{fi } r. Z i r .: �''�� V�#'t4�dq 4'� tt�#i�' �y ?j.s�t fs�i p�r3t �yF,hi. x 4 tk{ s't r�� c�n7! � •� yf; ri•f1 „� .�.p.l �`3 + p.z.t§ r+'°'�Y `& $''. t�a rvs .y.r kR ba.:}, #t �'f'c ratx 5tr arf�. �` •y fS• rd P, SFfIl'x'> t'a a -i r 7, r7 jr 1 ...r7 t E , 4?•x i5 >�'7n ,rt.t� Ft •'� ``fklz},:t n'SaY# tx,, .',i. _(' ,1 r �k.E .,,.ai:�'`ff.*�a, ,y1. J-tpr?# t rvv s { Sti} s t rt itit'# t y} k y .t .� ?vpt ^,rxr "' t"tr 4;E•Ys1.a;u. •, #�"7'��. .v s'. §' S -e a. .ttK:.3 �;�.1 � ."�t .+ .{f. �.��x�r'�'r,�trz.4�'"�,��rr.rp�.. rl#'Y,1�}ir ?�;r r ,, .r: t� �, ,�� z. x '�b• � '1.: t ..�' 'r �! }� f uS�,= fi�X '",�;•�� ,.'„�'r � IV Am Ila ) � E., „'.n`+Uf t 1-.is'i�1'��.,� ,• ---�r•w--"—^ _.-err.1;:'. .. rrr.r it`{._ "1 ciS� 4. '1��`k S' � rf�ii�j� a>r]4 1d.� S. .'� s'7t.ry5t3.�1 �d. �} cl;.t c a r s .s�'� rk. t•a ., t,. ,}t !?�':t �4. fis,3`S�cazir:vn G .��ie.� $Y}kk<�.4n1;wSn< „++•t3....u..._...a ,.... .;,3 „..:s,.:,s...?:.ca.s,I .. 1 �'ij✓ MINQRrFV FillRimi-SS LI TILI�ATION COMMIT V• A. The bidder agrees to expend at I e "r P east two (2) /a of the contract, if awarded for Minority Business Enterprise (MBE). For u ` p rposes of this commitment, the term "Minority Business (Enterprise" shall mean a business: ��'; 1• Which is at least 61 percent owned by one or more minorities or women, F, 4: or, in the case of a publicly owned business, at least 51 percent of the minorities or women;stock of which is owned by one or more mi en, and ` t 2. Whose management and daily business operations are controlled b t `R or more such Individuals. ' Minority Group Member" or "Minority" means a person who is a citizen or lawful r Permanent resident of the United States, and who is: 1• Black (a person having origins in any of the black racial groups of Africa 2. Hispanic (a person of Spanish or Portuguese culture with origins in Mexico, `' outh or Central America, or the Caribbean Island, regardless g of race); 3• Asian American (a person having origins In any of the original Pep of <' the Far East, Southeast Asia, the Indian sub-continent peoples `., Islands); or the Pacific ` 4. American Indians and Alaskan Native a person' ' ( pe having origins in any of the � original pe®pies of North America); , 'y: °� 5• Member of other groups, or other Individuals, found to be economically and x. ;J socially disadvantaged by the Small Business Administration under See o 8(a) of the Small Business Act, as amended [16 U.S.C. 637(x)]. n 6. A female person who requests to be considered as an MBE "owns" and controls a business as defined herein. , and who Minority Business Ente �r or suppliers. rprises may be employed as contractors, subcontractors, B. The e bidder must Indicate the Minority Business Enterprtse(s) proposed for utilization as sk 4; part of this contract as follows: t; r'•.• r i A Fd {{ J Yri,si,,,.y"4A�4? y�°I S;td 7 vs r.,'ti t r t& F r r rK4 ' :t {} �f,t 1� n �, sa 'l ��. 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'}y�. 4:}'7'�"V {�'� ' <, '�;''•::,�?",f ,�ra�ntr�rr.�';)ra,Cti.:.a<yaiblp NMI �; t rJ 4 r-.'. ... � r � '�• � WF44i`. '"'� .,..,,;..,,,.,,++t.._...... : :_,..1.��....�.+..>+.»,ex;xl� lS1�• �APa$ l Name and Addresses Nature of Dollar Value of of Minors Firms _ 14y W- Participation Participation 1 n� ;.` Total Bid Amount; Total:_ A)Q A1 a �•. Percentage of Minority Enterprise Participation: �/, SRS C. The bidder agrees to certify that the minority firm(s) engaged to provide materialsN or services In the completion of this project: (a) Is a bona fide Minors Business Y' Enterprise, and (b) has executed a binding contract to provide specific materials or services for a specific dollar amount. �.�,r•fix, y,�,. <` A roster of bona fide Minority Business Enterprise firms will be furnished by the City of Jefferson. The bidder will provide written notice to the Uaison Officer of the }r City of Jefferson indicating the Minority Business Enterprises) it Intends to use in _': s• conjunction with this contr ac t T his w ritten notice is due five days after notification", to the lowest bidder. K 4:M Certification that the � • Minority Business Enterprise(s) has executed a binding contract with the bidder for materials or services should be provided to the MBE " Coordinator at the time the bidder's contract is submitted to the MBE Coordinator. Breach of this commitment constitutes a breach ach of the ;�. awarded. bidder's contract, if �. D. The undersigned hereby certified that he or she has read the terms of this F, commitment and Is authorized to bind the bidder to the commitment herein set C!" f. Q forth. r' NAME OF AUTHORIZED OFFICER DAT J ixs �c .Fl K � NATO RE OF AUT C r HORIZED OFFICER tdm. , �. '. c.fit _ .. /• rd } rre•}r f --. t "_ Yn. 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F + �' :x t y d,tt �4 � j�•��Y�x r•2 r F;t t J IS ! �S � S� r d� �•' t�'{l��J.tt'a�.;f.� pt� •rya•t` �f i�:: z J f 9 3 '. ,t J ir41 ;;kk�`kk i3 �h%`Y�, ' �� .,r�14}�,�y kr },i�t 'in '�• �'ri{ 'tt d� { P a�k�^;i Yt r5 � {��, i,�r t ..� t. i E z a.. {.. at.dv.ra. t s t. y rA6 '� .J� . ° � {"� 'irce`'�'v'{="3s�°'�''F'�''� �`�yi Yr y rvf to h tzf`�st Z.'�+''•t�a�}j 3.�'�k�v,t'<r.: '�k ..a � '}. h t �t,}.� 3�44�'t 1 r �'$1��:. rtv ��.:��?.c* ` L>r'`..•s��w... ,,...,fir:. a,,...n f;v9.�'.tLUt;✓:�...et^_i.L4 lX'L7 L i f;. AFFIDAVIT N� s COMPLIANCE WITH PREVAILING h b WAGE LAW ' 4 Before me, the undersigned Notary Public, in and for the County of { State of personally came and appeared Y Y NAME of the POSITION NAME OF COMPANY iqt' ti (A corporation) and after being duly sworn did depose and say that all provisions and „L requirements set out in Chapter 290, Section 290.210 through and including q p 9 9 290.340, t Missouri Revised Statutes, pertaining to the payment of wages to workmen employed on public works projects have been full satisfied and there has been no exception to the p p l Y P full and complete compliance with said provisions and requirements and with Wage 'v n . Determination No. 92-026-0015, as amended, by the Labor and industrial Relations Commission of Missouri on February 21, 1992, in carrying out the contract and work in ^ ' connection with the Structural Fire Simulator located at Jefferson City in Cole County, Missouri, and completed on the day of 19 SIGNATURE Subscribed and sworn to me this day of 19 {;s t My commission expires NOTARY PUBLIC rYr. F., t .is'. .rt• ^r,� �A i 7��t�`� ?}� (� {t 1z, >'ti 4tk at( �r�i 14 a�s,,a{�'* }. s�'�ta�•.i'�+5��. �k�..ftfa'�'��'t.�� "�- . '�i��y� t�'��'4..9.`f{r .�i f_rY'` ri`� t c Eta,. nk t''�iz a ><y 'r t.Pi r.rt �'tFan 'St its F'{iS A:z��r�•��',,.r , '��'a i kid"} G 4tJ ,9 t i Y y 'r. 1 J i ,� y, c M1k s s5., +, < ' n,`� =rt•y �• r s+. '" `�;f.'; �R��i�y,$ F•�.rr"� �a,:t j t x.��'Y qT i ! .'a � 1 $ra � t "t"`!q�^t Yy�..y y r I r' r.i � +� `'�! 4�.t..r `�, ,�;�4qt } ,, <k`�,'• ,+,gin {'`� �"f��ks" ?R a^'lit;. ✓�4 1 S yy :� t ))t .nr', ,r+Y,t, � � �� 5 1 , ..r S'ar. .�11;,��• �- i{,r r;� kr+h! ,l;.� ,� 6t t„{'�.:'.� 4k i.<1;'`t i y�..'.tr +: r, .i t.. tt5t��,� 5.�;`!}ir�Y(?,}qq}��:,}�.2"i { t .� �� t 1. Y a'•fy .�'; :.,3r' `2�� r.l� .t n' .�i 7�rr 'lS, *a1i, S• Y'^ i. '.''. ��Y'�:�':t� i. u'flt',, p�.� •?.t.r}�'� ,�e4 F.i f f �,�'.�t,:5t:..:}��t s ^`�.``.^ ..s,. 5}f?f. 'ii .Y.y.�..i,.f�i<.c�t:�t Y:r"'t;t*'`s kk r, "!�•4�� 1 j N'^ v ..� r� `!y', �fll �, N�� ' •.. .. s. .t f'', .''11 1 t ,. .n h. -}' ;f ' lti7.{`l,. "�? a�Y �"i$fi f �� ; r'j ;6r> y 3 yii•ttt j 7 ,5f` '. `• r. �7} ri t "5�,;!h f 2> yyz y:*•d+ )'litxl° .� �'�"�3 k1 alf �' k -"V fl S�i a`tr'nald a'<• �* 4, .•n ,� 4ii3 j'm'a"xr b.'1jTf� ) i5"�kf"k'k##V� t : te. 1 1 r +�':" i.i3 'Y'`•Y ` R 4 ? h$ x a 3ta �e 'K �, fi � �•. 4 ��. �j„;'rr��'i1+{ � 5 u.1 Lt Sxe:.,,u 4.". ..'�1:Fuf 4 .�i€r r1. a rr �#, !� r �i •y. 1 �;. t. f c s.'. 1 ; r.f Y BEFORE THE DEPARTMENT OF LABOR AND INDUSTRIAL RELATIONS r DIVISION OF LABOR STANDARDS fti Jefferson City, Missouri RE: Wage Determination No:92-026-0015 4 Pro ect:Operation & Training Fac-Hyde Park/ ' Heisinger Connection-Ph. I 15�t City of Jefferson City, County of Cole s: AMENDMENT TO WAGE DETERMINATION N0. 92"026--0015 The following change is necessary to conform with Prevailing Law Rule SCSR 30-3.010.(4) after the original determination was issued �tl.. on_SFpt. 23 , 199;. This amendent is subject to objection pursuant to the provisions of °t Section 290.260, RSMo and in accordance with the aforementioned rule. { IT IS THEREFORE ORDERED: r That the above numbered wage determination is hereby amended to incorporate as the current prevailing hourly rate of wages for Col a County, the wages set forth in the attached F} "Addendum". This Amendment shall take effect on, but not before '.� March 23, 1992 Given at Jefferson City, Missouri, this2lst day of Feb. , 1992 By direction of the Division of Labor Standards of Missouri. m Boeckman Assistant Director 1_ (SEAL) ..__0 DD F C h r er iYArI {{�� ,. 4, s fpU 1,� t a��tt '� � �1 t C � s �S's� i t ^g•i�Eg�}��r r � x a :,.\ A �s• W4�`'iyY�t�� 4��'xtT�� 7 �'�.�� v}T4t�f`�e ��l{r�'�� k/��x g�� '�p�i', f i+ � F'64 jF t ��ia`'tit�i . b WON t { 6..1 1 V r.tl O ry d el V .i a ~i'p� Y .°�w It M~x$ A..►.yy� ovwi a �:°. �' r1 M A A O A O A.0 • O • O N M M p Q1 N V N �1 tl O O/� O ✓w O O M .R p~ O 4.,p5" A .A P P M O 8. .c M •�'O.-1 bw O �O r'fit' fyf i'q+! A 7f??��t •'/ 0 0 m w.Hi O F m P Q .O •.'H Q H 'C K (y tlp C.r CJ y 1 .'°�:Y^. �" i}.�', �' H O M •1 O �..1 O e/r. O °fy5..a L egppy O 3 O IqqY �91i O�(^qq r h /. N M O N.b A b 9 S7 u W IM•1 H �S5 } i1 lg (�'+1(�•1� „ dhp p ,pBNi (q�,O py� !� R RI ppN Wp �} 6M�1�'O qqb �t ^N 5y.5 r•�G,F+ �� !' � n � O � eq • E{ ry p .A N�' L M.'1.-tli'+ A�'�gp VI M � M.V1 =} '�.�y.` W�.e y[7�I h O •�1 Q P ffJJ77 OA qA N (N+/jai M N O M p f! n �� 9 q O � � i, � �•1 t! ii 1 F`� 'D .x'rz +�•�11i wl N ve « N --9 ew en Y3 r.�r M m ti 0 a o [v roc ar 1� t M gM�7 w g to .rp. O pk A Qb Os p. {r 1 x `x�'{r� 11r.'r f� ki 0 6►A 0�1.�s r� s o ;.2 Sd,o a C y r. °I •� a M� �°'� � M ^w MoH ao � Pnntu � � rC :;.;'.' .`,t 1 pM 1'N. Iw• V GC�� (7 r � V N � N {►j1 O .rr N T P � r0 b R Y Q tlr pN V y C Y' ^.ryq V Y it - �+r 1p~ 1. N M ®1 b A F. O K•NM ..�M O f�: "1;%!�t•-'r 7 Q b M pp f(f� p�p p K IA M 6 �A IL.CI � {9 A O•OI E E Q1 � y t�y� 1A.V'w9t W .Yi !C d b � ..:.'i! •;�' 17,. 1 �`�g�, � X a +! ryi ►.ti � P ►�.q F9 ►. B N :'i y p�..� w is.at p � Q a M H i g O'.$Ur W O O O.COO q�O.G .y O �I•�1r A t rnl 6 ANN A �7 A O N W a M Y R M« BR! N O^O.O O vA q U 41 v.Sl m O b 0. 9 p p s $ o A er C •. P r Iv C b' �, n.r 0 ..e "w7 w"'«7 ' i"ri.iia i •. riven WE 'a �� g•eP �'id �'° $ s� e.�� 7� o�ON >< w.c O rrly e� o� p1.1I pp p1.1 xx r Wo �� 1 if OLM C, A A r"I O O O O O O C O O rir• 1 00=00 J } }• - q U, 4 O N' N to ••{> �+ OII�.Oq O O0)Oto jh Nhl NNN pr O•NM1 000 �L pq e� I p O v c M •N• N N N h !� ' • • �I'110 O O U1 !-.« .r�?SU.? »' - ed+iMml rl � DI N In r>tiN !._• O A In NN Iflrn 00000 I if 4:.y`-,i`K•"s •, 8 �Lr n nn.n �+o N er . . . o a a o,a vl.r , r CQ ro } z � w' n n n fv � r MQ cl .�� nINMHN 'N IQ v v o v r. fn en n In u, ^� /u 04.4 V H Il Igo' f V On n n N•O t/1 O N tlf Ifl Y1 Ve 6 O M 0/ M N 6j •O 00®IL N 01�.IM HN [(j n ® 01 v m^HD 'f •++ n n In v N 1"'tr ~ N NN.-IMfV.4 NN�.�MMM ••�•1 .�•IH �nfOON � C •,�:`r,Y y,� Y } C V U V �I t f 4 U .'•--�^--,••m..T+....nn.r„*r,.... ti at } !'�r l s it k ). � �.' t• s r t�lf yy+t .t�e�� 'I •�{ r. �r •- j1��'�l}�:� � i f� i d r ' Iv r+ t r� pmt �F{F• y 'b .+4 §,r r. ;t#S+1'�f •i �f 1 r � ,. '? ..�+C c' Ja W r� �1 •� + i , .. ,ij�-, • �nWj�i,i-vl, r V t a.,'},`• ir cys js, k .,.. .. r:' << ... ......._.`�-•.` .........,...,w•..,r'n•* ,t;6`:�.`"rsn5�.a,. .(. ,0s•�x j t« s . Heavy construction Rates for COLE County (s) 1 r Basic Fringe Benefit Payments Crafts Hourly 3 � X,.,: Rates H & b<'] Pen. Vac. App•Tng• Other ytw CARP `fERS 4 (See attadied sheet for more informati ) 3 r ors Journeymen 18 .15 1,.55 .90 .03 Millwrights 18.15 1. 55 .90 .03 Pile Driver Worker 18.15 1.55 .90 • 03 OPERATING ENGINEERS .. (See ate sheet for Clan ifications r Group I 16.25 2. 75 2 .85 .35 ` 3 Group IT' 15.90 2. 75 75 2 .e5 .35 15 70 1 2. .35 r- . . Group III � 2 .85 Group $V i4 :85 1 2.7 5 2 .85 .35 IkBORERS ff�� (See attached sheet for Classifications L,: 1 General Laborers 14 .45 1.90 1. 75 i Laborers 15.05 1. 90 1.75 .10 Skilled L TRUCK DRIVERS-TESTERS 2.25 2 .00 { f 2 C Teamsters •- (See below for Rates) RATE CLASSYFICATICNS RATE W p t� ITq^A!I�fS Tank on - en le � T 3 Flat - ale Ale .5 8 `.ktf,}t2�.t;,.'�.};�.R.`•r.t,: ;;. Flat Trucks - 14 7 3 n - Semi-Trailer 14 .8 S f cks Tan�n Axle Tank �► .?. � sY"; Station Vagons 14 . 58 Insley Wagons, Dempsters, Ralf- gait 14 .58 Tracks, Speedac;e, Eaclids & Oj Material Trucks - Single Axle 14 .58 other similar equipment 14 .85 14 .85 bhterial Trucks - 7Mdem Axle 14 .73 A lime & Derrick Trucks 14 8 5 float or I� Boy 14 .8 r n Semi and /or Pole Trailers t� Winch Pbrk & Steel Trucks 14 .85 Warehouseman 14 .4b i Distributor Drivers & Operators 14.05 eTireman, Oiler & Greyer Agittator & Transit Mix-Trucks 14.74 Station Attendant on Est. v r 9 Tank ftigm -- Single Axle 14 .58 **mechanics w1be wage rate for Tireaa+.n, Oiler & Greaser,. Station Attendant on Construction shall be tr Mme as the wage rate for the oiler in the operating engineers schedule, except operating baginear fringe benefits over as nd above any applicable temster benef its shall be added ti teamster wages. *'Yoe wage rate for lfecbanics in the teamsters schedule shall be the so as Mechanics in the meting engineers schedule, eft that operating engineer fringe benefits over and abolve any applicable teewnster benefits shall be added to tester wages. F� 7-he shift pay differential - owing shift twenty-five cents (25¢) per boor, graveyard shift fifty cents (W) per hour, above regular rates. OVERTLME btAT'Ei Workmen shall be paid oua b one-half (1h) tiaras the regular rate of wagea for all hours worked In excess of eight (8) hours per day (if working 5-8's). or ten (10)' bourn per day (if working 4-101x), or forty. (40) bourn per week. 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Y �. p Q�i Y�t�pp A OQfl ' laa yd 4p. m.l N✓ � N jQ� N.•1 NC ppyd aWOiv � Oi e' iw i Y M O O .•q q F��ri R' W O O O C!4) v/ IA V W±/✓ Q"/'q G 11✓ fir: . p 1� .a+ Y IVJ S7 iA M iy' e O Y wx✓..1./ .11 O$ 6.1 uaO OatG A 6g4e0d .�®.4 Wo as •N W ° � + n. ..1 a.w i a n.lW d w.r✓✓ 1� .1 w i ILYO-� .. o •R 8 � �Gtp� ru y {��M q�6a�jauLO� Gef� MW O q1 HOO IOw ., OPrR • � � � o� O � Oli y F6 w.p.IwowNOO�p�O11� rui .�.;Iw~e0q � �6iN,0✓40 O N ..�I��WF�.. � ag •�ye'fOJ•gjb0.pC /Opi��1 ,►OClevwauv�✓K ® y Mau C - p,N40AC y$,M -vCisV�,c®�U dq° �~9O�U�Gw gCMVa�� pag • " r4 6260 Iawixoee H(H00.pJ,� qq��pp1J�®yt+i K AK✓ pCw .r.i oKGOO H �My .°iMM .I4YIOt►10 C0�\��q�w// C.AN ° Ou C ✓O IV 00 24 01 �f p� ►1 pq ge047P1[ P4 UtS N - »f,I'-+ C6 61.101.1 .0,-11 C 1-10. 0 M K .•x 4011°0. CPW • mHw 1 '^ . N cgf pl ...r .ImO qM wHewtgP O ►7 bx ✓a wW OiD 010 op ./ q 0�f Od , Ll F s M a R. �/1.1 1 4 u 4 C.d C u O'O to.•� w 0�i a tT✓ @ C M rl ° tit 4.:.. I«Qa pppp " �" 'ESS �. uFPag "9o4 os� 4Q1 666aaa AO g f2 vyOr Md�dd O 9 .I O.qM 11f d ~�d'4OM Iv w Ds. rICOQ)1 -d40 Q ...4 1 Yv .10 Z u N .G 4YC 0,0. Ni- Ad • U� 4 O S B � [l4MICCO��1.d rl.CYf. wO4gl+epw,u 1� .ppl MUMPS .,cy p yp 1� q o Cf., n'�M .mi C..Oi g .r C ✓<.IC A"4,4,4 ua $�l eOH fa 1 A.1[��.7 ClU�C�CA�oViL _CE So� 6S cl$d��a$611u-, ��IOO��gwt7 v i HT 2-0 4w 0 B.B a �0 Z . We Ohl 0 E-4 =� c �^ E e On QM 1b. " A rl O.j�•¢ypjl F Ni,} .�u.�ti,_e;'1�,. .9 ..J � � .O �O O � �O� •� ^1`" � �r1 �e7 y j��,;f•�.17�;;a;�'Yi vi l e q wy Frye( j�1�.jgpy� M '« ..��ee1111 yyy ■j1a �� A fig lit is i li�{��{�� s� b� � t:•:=a��`''�<r.�:<�,; , Ili!,swat j �� M ° (Gas bloilli I IS lit !c B m a M SY M � 213 r � N � y ~ �7Y��s�• �B Pv��VS �� .. Y if N 4 ,� i --._._-_.s--�.,__- —•� _ / a.3ij�1'��'};t ,�+�k`p+� � 4, ars .�.. �,r i ) �»*'s �r��E�2S!tk'tv.wsr...t.�,..� ._. �� .d.«WiAr��S�,9A�•?�'�".St'�i'�t:�,.5r1?Y.c�'k.`Ira#-�.Si'>ss�'„'S±:?SSr.H'�ggrrs-e:.•+•w...._....... . ::.�....._..w�w-on+.rrr.kv.:.. .. " 5 YR N,t k x1 a RREVAILI G WAGE DETERMINATION 5L 4 R ft State Agency or Sub-Division Determination Na.D© Department o f Pu blic Works ._•_ . 92-026-0015 j Location of Project Date of Issue ;�rA: is City County °' f$' M7 Jefferson City Cole County Sept. 23, 1991 Supersedes Determination No. �. ' X.11 lrt�. Description of Work; Operation & 'Draining Fac-Hyde Park/Heisinger Connection-Ph. l �•' +�; - , x.:i.:. r , �' � X.. Cy 51991 • r 2 ,;x�;r� a k a 92-026-0015 'j Determination No. is provided upon the request of _X t• .�; Eugene Brumley Department of Public Works 320 East McCarty Street4 Jefferson City, MO 65101 ` In accordance with Section 290.260 RSMo (1986), within thirty (3n) days after a certified copy of this determination has been filed with the Secretary of State as Indicated below,any person who may be affected by this determination may object by filing an objection In triplicate with the Labor and Industrial Relations Commission, P.O. Box 599, Jefferson City, MO 65102. Such objections must set forth In writing the specific � grounds of objection. Each objection shall certify that a co has been furnished to the Division isdon of Labor Standards, P.O. Box 449, Jefferson City, MO 65102, and to the party which requested this determination, ,. pursuant to 8 CSR 20-5.010(1). FOR OFFICE USE ONLY tt� F ( 2 :" 4 �� Filed With Secretary Of State: c� Last Date Objections May Be Filed: OCT N 3 1991 l °4 MO 825-M49(3-07) r i, "'t .s•mss.. .,LNa ..•v,t�.+t, A„ r tt7,! sytY �Vi. .) � ^.� t t... f .1a st �f� r 2 i J ar.� k ..tbr ttH 7k i { t`tCtrt{t33�✓tr kr}m� S 't i .r •i ��'`r3i �. t �Y�, ff� it ., .i�� e �.jrt r r + >�' t�r!. ) �• i i .'P 1� x J°t.3g�t +� a i�y'77�J3 sfr u J'' � �. •jy � �k, ? : � R + ;`i r:l5 tiffs}�'n/�r`-*}� l�:�`dy� � ��" .r i,5 rf�v< ?. i {' ri yi4�'} `{ , .'.l >.:i s _ Y!t rr ,�tr`m�� :rn Y• � tris{g9gSsC" iYi"y t t1�t $: "y Tx+.e.yam.,:. :_, .. v; ..a...,,ar�•t•Y.:°' �.C,?`;". :' ... ,. ». b.+ cv,t»9"'•� 4 }f r,Vin+${., , y�4 Vt STATE OF MISSOURI ; .. DONNA M.WHITE ' x3 ' DEPARTMENT or LABOR AND INDUSTRIAL RELATIONS Z t DIVISION OF LABOR STANDARDS •' P.O.90R AAO JEFFERSON CITY, MISSOURI 65102 JOHN A€SHOROFT In accordance with our request for the t workmen required to perform the Prevailing hourly rate of wages for ,..,. Q p project or construction contract identified in our request, and pursuant to Section 290.210 to 340 RSMo, the Division of Labor ' tanderds, being duly informed and having fully considered the matter, finds, ` determines, declares, and certifies to you and the public body you represent: 4 `.. 1. That the "prevailing Hourly rate of wages" means the wages paid general- �, ly, in the locality in which the public works is being performed, to work- men engaged in work of a similar character including the basic hourly rate of pay and amount of the rate of contributions irrevocably made by a con- tractor or subcontractor to a trustee or to a third person pursuant to a ' fund, plan or program and the amount of the rate of cost to the contractor or subcontractor whicA may be reasonably anticipated in providing benefits to workmen and mechanics pursuant to an enforceable commitment to carry out a financially responsible plan or program which was communicated in writing to the workmen affected, for medical or hospital care, pensions on retire- ments or death, compensation for injuries or illness resulting om occuppa- tional activity or insurance to provide any of the foregoing, forr unemploy- ment benefits, fife insurance, disability and sickness insurance, accident insurance, for vacation and holiday pay, for. defra in cost of apprentice- ship or other similar rograms, or for. other. bona fide fringge benefits but only where the contractor or subcontractor is not required b ' y other federal < or state law to provide an of the benefits q P y �, provided, that the obligation �s;Y�� r�•.�.,°� .� of a contractor or subcontractor to make payment. in accordance with �he �� >.�• ��, } pxevailing wage determination of the department, insofar as sections 290.210 to 290.340 are concerned, may be discharged by the making of pay- ment in cash b the making f irrevocable contributions to trustee or third persons, as provided herein, by the assumption of an enforceable commitment to bear costs of a plan or program as provided herein, or any combination thereof, where the aggr.e ate of such payments, contributions x� �:�• v , and cost is not less than the rate o pay plus the other amounts as pr.ovid- ;,; �, r-� -,; ed herein. rr 2. That certified copies of this determination will be filed immediately '.. : with the Secretary of the State of Missrnzri and in the files of this depart- ment. Y� ment. d The Division is not authorized to fix wage rates. The applicable law allows it to only ascertain what in fact are the prevailing hourly wages for a given >, � • ,% craft in a given locality. A �,ocality is the county or counties where the ti �''�.,I',; • �{ project is to be constructed. The law provides that not less than the prevail- n hourly wages determined by the Division shall be ppaid by a contractor or < §'t subcontractor. A higher wage rate may be lawfully F:ald. ;a _ • IN" y... Should objections be filed to any portion of this determination such ob ection or objections must be specific and filed in accordarlc� with Section 29060 of �"�t,• � the Prevailing Wage Law. ma , ss s nn • recl-or ,. 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N r4`4 •N -1 141-11-1�1t N .4 14 N N N N l0 61 to pt 1�'1 a r11, e' tDm In U1 n C N •-1•-I•-1 1-1 r-1 M .y.•/ .•1.•1 N ..1 •y..r.-1 W i '•'�� yl 10 C U yi 9t' W N C t O w fa _CyQ C W y •�.�1a,� �� Ir'O M N H t? m � •. . •« �� ' � } . 7$i 1.4''Ai pj Rs ..d a q l 1 �..'i'S e+{T:� � .'ltl? i r,•`f: 7(xt t'1 1 r t 1 ''y ... t z '� L i'F y �uk�fi7�t,N � r j i +;t.�"4{'\�� %\��r i s 4� r'. t + �• �?. .1:: 1 �fi. t. :i'�It�fl�i,�� ASS {�.t.k��.�" r �'.ti . '.S•, li, ;Y f ..i i t 3 tv. t i .r'n�aktv3yt i '.fit., i •��,;'�r'�r r.l�r� / �.: 3 + t t ,. 'y tt}�t. ,��,t 4cx r'' a •_ �`c �'.'t i ��. r/�`.t t•.�Ir � 1 F s .t S i4 � x r i r , , S. 1. ;S •'4 ,. k i it t.1L, h a i a�� •� cl �;', .t t i- t !e. 3 t ..'.1 ti 3 ♦ .�.5®� 4�� n �ti Y'Qi ct.g a.�it! ss , 1 t'r••,.pr..yk�t -.YtiM.i,4ai. G h.f F r r "Fan , ;.,.xs�S..AZ s•.xem.w=+.__. .. ._..:.... .. ....... �"H Construction Rates far COLE County (s) �� 411 Heavy _ _.. `. NA Basis Fringe Benefit Payments ; Crafts Hourly f�1� Others r ng. w Rates H & W Pen. Vac . APP �.. . �, tt CARPENTERS % (See attached sheet for more informatio `�_�- . sf, W g . 18 .15 1. 5 5 . 9 0 .0 3 Journeymen s �z Millwrights 18 .15 1 . 55 . 90 . 03 - sh,+st.; ;:- �ile Driver Worker 18. 15 1 . 55 90 03 °g yio� _J c :, zs rr`'�$� z rCt• OPERATING ENGINEERS (See attached sheet for Classifications 16. 25 2 .75 2 . 85 . 35 Group I Group 11' 15. 90 2 .75 2 . C5 . 35 15. 70 2 . 75 2 . 85 . 35 i Group TII Group IV 14 . 85 2 .75 2 . 85 . 35 ' I LABORERS (See attached sheet for Classifications General Laborers 14 . 45 1 . 90 0 1. 75 . 10 ' 15. 05 1. 90 1. 75 . 10 , , Skilled Laborers TRUCK DRIVERS-TEAMSTERS 2 . 00 2 . 25 Teamsters - (See below for Rates) CLASSIFICATIONS RATE CLASSIFICATIONS RATITE zk Flat Bed Trucks •- Single Axle 14 . 58 Tank WWon - em le 14 .�3 s ?e Flat Bed Trucks - Tandem Axle 14.73 Tank Wagon -- Senn.-Trailer 14 . 85 Station Wagons Dumpsters Half- 14 . 58 Insley Wagons, . Pickup 'Ducks 14 .58 'lucks, Speeda•ce, Euclids & V `' Material Trucks - Single Axle 14 . 58 other similar equipment 14 . 85 Material Trucks - Tandem Axle 14.73 A-Frame & Derrick Trucks 14 . 8 5 Pole Trailers 14 8 5 Float or I�w Boy 14 .8 5 Semi and /or lens ; , �:�:,}• Winch, Fork & Steel Trucks 14 .8 5 Warehouseman 14 .4 8 Oiler & Greaser Distributor Drivers & Operators 14.85 *TTiremax�, 14 .7 4 Station Attendant on Const. {n` { Agitator & Transit Mix-Trucks Tank Wwgon - Single Axle 14 .58 **Mechanics e wage rate for Tireman, Oiler & Greaser,. Station Attendant on Construction shall be the �� same as the wage rate for the oiler in the rating engineers schedule, except operating engineer fringe benefits over and above any applicable teamster benefits shall be added tot�h" teamster wages. az'm� f^ **The wage rate for Mechanics in the teamsters schedule shall be the sauce as Mechanics in the operating engineers schedule, except that operating engineer fringe benefits over and t 4•x it F }147 D above any applicable teamster benefits shall be added to teamster wages. r, shift twenty-five cents (250) per hour, graveyard shift .The shift pay differential - swing { 'fifty cents (50¢) per hour, above regular rates. OVERTIME DATE: Workmen shall be paid one & one-half (14) times the regular rate of wages 1"r�'.,�, for all hours corked in excess of ei ht (8) hours per day (if worki 5-8 s) , or ten (10) g p �, n8 hours per day (if working 4-10's) , or forty (40) hours per week Monda through Friday. 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I.w ►.••.rrYi{{ Y R7 R r q .o • 8 use:» '{' � Jill, •� �g flir.' 1�t ` }:!:-? �i•�y�' `}Ki h d i[ Y y w_ O �Y+ W �+ p • w ~ _ 0033 25 " o N v q a w d n •✓1 Y .r v� B !y Y 6 ari a.,,,1 �,c o o•r,,, u 'g a ' ►,y O r w '" O 07 2 T..,• k .e>, � ws ata " a� � a � ISO ^ I S p a ev Eli It ■y.8814 �i a S. � i n.Y1 fi�� ~yO v1 M �p 0. 6 iy A L f-2 y. o •S Pi y • v� O� •f"d V t• tl W O �v r M A O V h a V A Y v Y w•-D C b: a ■O Di•O Y^1 W V � .. /O� rV i G� r1 O Y N 0. �AS!.0 4j O w ■pr S t y J� .. •.{j� F 9{� . 1 t' � n0- aa . a n° a 0. 'J. g a.O1 a ea� 1•i v a .O1 r{ ' tl11•v y � y Y � L X.� Y7 .y~pr (Y1��+ IQn M �.•) ��r � �DJ M rig a • A Y y O1 « 9 1 `1, 7 O [•[m��(1 • •N �t v !�y�'•11 ON•I N w M r•I 111777 $ ,• q¢I n M Y wl h •. M •41 n. w y� 6 ^M .��•F � C 1Q.CO A r• M y 1111..� • ti Y.0..l r�,1 y .y+l ~ •� •61 Y•. 2 ■ • M M'r Q� .Z �.�N 11 V� N � � ►1 1.• ...V 9• 1��1� �.••1�� Ly� ��^p®771 .ry. V v 8 ■ V Y t, C1 a Y Y � B a r B 11 �i�fi a{��4 1-1 V i YJ 191 f•�lM �I's +'<� •x r� �'»Ye�i'r A (' 1 i i t Y ' r' +" r-1"t:.•i!� L} r0. r e t r}f K I `1 l i'. y/f :t Nr r ♦ ., .., .. � �tt r t� Spy{Y 7�f 2'�'+f ' i J! yr IN:$ .!i , ,� .,.,.,.. ,5 ..4 -,-. ,i 1 ':itr.+e;t'r,:,n','",t"`�y,r. .._ •��vs�,+ 5i. .r. � 3 �, •,1 +��+t .k, at; CONSTRUCTION CONTRACT it S. 2, r THIS CONTRACT, made and entered into this�? day of hereinafter called Construction Company, Inc and between Wl,�clh and Vaughan"Contractor", and the City of Jefferson, Missouri, a municipal corporation, hereinafter fiy?�S' called "City". r WITNESSETH: That Whereas, the Contractor has become the lowest responsible bidder for furnishing the supervision, labor, tools, equipment, materials and supplies and for w� constructing the following City improvements: Structural Dire Simulator. } 4�•'ii. NOW THEREFORE, the parties to this contract agree to the following: 1. 9ann®r and time 4or Completion. The Contractor agrees with the City to • lies necessary to % z•" furnish all supervision, labor, tools, equipment, materials and 5upp� rY % F Fv perform, and to perform, said work at Contractor's own expense in accordance with the + contract documents and any applicable City ordinances and state and federal laws, within Seventy Five (75) working days from the date Contractor is ordered to proceed, which Public Works within ten (10) days after the date order shall be issued by the Director of of this contract. 2 Prevailing Waal®s. All labor utilized in the construction of the aforementioned hour) rate of wages" improvements shall be paid a wage of no less than the "prevailing Y 9 for work of a similar character in this locality, as established by Department of Labor and Industrial Relations of the State of Missouri, and as established by the Federal Employment Standards of the Department of Labor. Contractor acknowledges that -� Contractor knows the prevailing hourly rate of wages for this project because Contractor has obtained the prevailing hourly rate of wages from the contents of Special Wage ; v4} %n,;4; ., Determination No. 92-026-0015, as amended, in which the rate of wages is set forth. The * : y4 Contractor further agrees that Contractor will keep an accurate record showing the names Y ; and occupations of all workmen employed in connection with the work to be p erformedti under the terms of this contract. The record shall show the actual wages paid to the -1, workmen in connection with the work to be performed under the terms of this contract. A copy of the record shall be delivered to the Director of Public Works each week. In , accordance with Section 290.250 RSMo, Contractor shall forfeit to the City Ten Dollars 1 ;a • 10.00 for each workman employed, for each calendar day or portion thereof that the workman is paid less than the stipulated rates for any work done under this contract, by the Contractor or any subcontractor under the Contractor. .� . 3. Insurance. Contractor shall procure and maintain at its own expense during the ,F life of this contract: ` (a) Workmen's Compensation Insurance for all of its employees to be engaged in work under this contract. (b) Contractor's Public Liability Insurance in an amount not less than $1,000,000 for all claims arising o for any one person in a ut of a single occurrence and $100,000 ; single accident or occurrence, except for those claims governed by the provisions of the ;;- h RSMo., and Contractor's Property Missouri Workmen's Compensation Law, Chapter 287, , less than $1,000,000 for all claims arising out of a Damage Insurance in an amount not le --' single accident or occurrence and $100,000 for any one person in a single accident or r. occurrence. ' kii�`F &�^` �f�� 7zY,}yi �.. lti`7 2j'r r,�3 kJ,i uj;�k +� f 1 � d fi6} 14'tf �k a ; r ¢ 7 w rztt4 'tit +� 3i' yq r� M t ,it • 3 S < t # f 5 I b t 1111111111 it! 11111111111111 11 r rm. ww-vi`",.•at.Mt!'•`1'it.t rn,xn^t.i4l•h.:•f..{.,h`i'.' t .. • .. F•. e :.� (c) Automobile Liability Insurance in an amount not less than $1,000,000 for all claims arising out of a single accident or occurrence and $100,000 far any one person n C in a single accident or occurrence. (d) Owner'a Protective Liability Insurance - The Contractor shall also obtain at its own expense and deliver to the City an Owners Protective Liability Insurance Policy naming the City of ,Jefferson as the insured, in an amount not less than $1,000,000 for all claims arising out of a single accident or occurrence and $100,000 for any one person in a single accident or occurrence, except for those claims governed by the provisions of :t 4 Ff S the Missouri Workmen's Compensation Law, Chapter 287, FiSMo. No policy will be accepted which excludes liability for damage to underground structures or by reason of 4rtty,4i.Y`4, � blasting, explosion or collapse. (e) Subcontracts - In case any or all of this work is sublet, the Contractor shall require the Subcontractor to procure and maintain all insurance required in z _ Subparagraphs (a), (b), and (c) hereof and in like amounts. (f) Scope of Insurance and Special Hazard. The insurance required under Sub-paragraphs (b) and (c) hereof shall provide adequate protection for the Contractor i and its subcontractors, respectively, against damage claims which may arise from operations under this contract, whether such operations be by the insured or by anyone directly or indirectly= employed by it, and also against any special hazards which may be encountered in the performance of this contract. NOTE: Paragraph (f) is construed to require the procurement of Contractor's protective aL insurance (or contingent public liability and contingent property damage policies) by arj ..� general contractor whose subcontractor has employees working on the project, unless the , .;:. general public liability and property damage policy (or rider attached thereto) of the general contractor provides adequate protection against claims arising from operations �i6,�5• by anyone directly or indirectly employed by the Contractor. 4. Contractor's Responsibility for Subcontractors. It is further agreed that Contractor shall be as fully responsible to the City for the acts and omissions of its !'& aF n subcontractors, and of persons either directly or indirectly employed by them, as Contractor is for the acts and omissions of persons it directly employs. Contractor shall h'•m'y�.�Sa 4,. cause appropriate provisions to be inserted in all subcontracts relating to this work, to ,� bind all subcontractors to Contractor b all the terms herein setforth, insofar as applicable --, Fri x. to the work of subcontractors and to give Contractor the same power regarding :: termination of any subcontract as the City may exercise over Contractor under any . t shall create an contractual <' + provisions of this contract. Nothing contained in this contras Y relations between any subcontractor and the City or between an subcontractors. 5. Liquidated Damages. The Director of Public Works may deduct $1,000 from any amount otherwise due under this contract for every day Contractor fails or refuses to prosecute the work, or any separable part thereof, with such diligence as will insure the completion by the time above specified, or any extension thereof, or fails to complete the - work by such time, as long as the City does not terminate the right of Contractor to proceed. It is further provided that Contractor shall not be charged with liquidated damages because of delays in the completion of the work due to unforeseeable causes ; beyond Contractors control and without fault or negligence on Contractors part or the part of its agents. f S C�Fy ')�}�'at •c{ 3 ...• =yt. i ,.r`t i t �fJi}� .. a�r,� � 4; R. ;.�, Nit;,}j t � )'.:�,/,. .. ,• 1 t �L}..F t 4� j ? _ y IS t i is t�,� {x•,:}. s q `.4','5r.'rPis1''`7.ar asa. .,s,r..-a•::ti ,;�..,v, �� . ��,,,�: � • : 6. 'Term lnation. The City reserves the right to terminate this contract by giving at �.; least five 5 days prior written notice to the Contractor, without prejudice to any other ;krt �I ) rights or remedies of the City should the Contractor be adjudged a bankrupt, or if Contractor should make a general assignment for the benefit of its creditors, or if a '';:r" receiver should be appointed for Contractor or for any of its property, or if Contractor enough properly skilled workmen ' should persistently or repeatedly refuse or fail to supply g P p Y : 3 or proper material, or if Contractor should refuse or fail to make prompt payment to any . persistently r �: I in labor or materials for the work under the contract, or ersistenhe person suPP Y g, ,1,15::}• disregard instructions of the City or fail to observe or perform any provisions oft contract. 'vM14 1 a' 7. Clty's Right to proceed!. In the event this contract is terminated pursuant to ,f Paragraph 6, then the City may take over the work and prosecute all behliablerto the g P completion, by contract or othernrise, and Contractor and its sureties s In an City for any costs over the amount of this contract thereby occasioned by the City. Y i such case the City may take possession of, and utilize in completing the work, such %j !lances and structures as may be on the work site and are necessary for materials, app' completion of the work. The foregoing provisions are in addition to, and not in limitation ^ of, the rights of the City under any other provisions of the contract, city ordinances, and state and federal laws. Y°i;, 8. Inol®rnnit . The Contractor agrees to defend, indemnify, and save the City suits and actions of every description, brought harmless from and against all claims, Y injuries F r against the City and from all damage and costs by reason or on account of an n uriebs person or persons, or their property, Y < or damages received or sustained by any p Contractor, its servants, agents or subcontractors in the construction of said work, or by a E of the same, or on account of any act any negligence or carelessness in the performance or omission of Contractor, its servants, agents, or subcontractors, or arising out of the T award of this contract to Contractor. x` }1 !# 9. Payment for Labor and Materials. The Contractor agrees and binds itself to pay for all labor done, and for all the materials used in the construction of the work to be ,:- k` completed pursuant to this contract. Contractor shall furnish to the City a bond to insure P p 4 »; <;; the payment of all materials and labor used in the performance of this contract. :• .' N'17' t 10, ggRplies. The Contractor is hereby authorized and directed to utilize the City' ` sales tax exemption in the purchase of goods and materials for the project as set out in , 7; Section 144.062 RSMo 1986 as amended. Contractor shall keep and maintain records and invoices of all such purchases which shall be submitted to the ity. T' b �4, t UOW s,.s jS Y•r 'xMf.�Y r Sy I n ly y E:�,�;�. v wr?`�'rCs`(xGrri��t� 115''' j" rr js:�}!�;� Ya .i�'�y"x..af'�,i}! f:s r a.` s ,+ r. `,` r. t r x t 4t::,:.�.�,ist,.,fr..;�'{ t�^, f JTY: r .✓i 'a. b 4• � ai S ': V }cf � ltt'p IX 1�t � 'k �� i c ` ,/�t l'{ai;b trial ',.. yb�,3r�r.�cr'7 t {�.t C S r Sk �-.Ct„i t 7�� \ J {4 'S S.:t. .l rt i). IFl .+.:r}✓ !! �'S/ 4 r 5� Y*r ((F}} ✓'S ?' ? J f .. j •r � s +t S�.d'4�'S Y r 5t ��Y "\ �; , r 5.�7tw i2..+x r .7,:. '7✓`'�,� tsa}�'es�� 7 } ,=4��,`yj { ,b ,� r �r ,1 aYv � • E s ;�i+�Sj)y/ '`�1y�ty{' ts�i�k� ftYr��5�/,k��fn"z�'Y �..;c � .. � .tk. yti�.�, �;`y}�,Sc s. irl,:j�• g `.{ :os�: ;�ij.v i� 11. Payment. The City hereby agrees to pay the Contractor the work done pursuant to this contract according to the payment schedule set forth in the Contract Documents �. upon acceptance of said work by the Director of Public Works and in accordance with the rates and/or amounts stated in the bid of Contractor dated August 25, 1992 which are by reference made a part hereof. No partial payment to the Contractor shall operate as approval or acceptance of work done or materials furnished hereunder. The total amount ' yf of this contract shall not exceed One Hundred Fifty Nine Thousand Seven Hundred Fifty and no/100 ($159,750.00). 12. Contract Documents. The contract documents shall consist of the following: 433k` ` !A .i a. This Contract f. General Provisionsr b. Addenda z�•;.;.. g. Special Provisions C. Information for Bidders h. Technical Specifications , d. Notice to Bidders I. Drawings and/or sketches " e. Signed Copy of Bid ®R This contract and the other documents enumerated in this paragraph, form the t �i Contract between the parties. These documents are as fully a part of the contract as if i attached hereto or repeated herein. 13. Nondiscrimination. The Contractor agrees in the performance of this contract n It"•,r, of to discriminate on the ground or because of race, creed, color, national origin or ancestry, sex, religion, handicap, age, or political opinion or affiliation, against any employee of Contractor or applicant for employment and shall include a similar provision in all subcontracts let or awarded hereunder. 14. Notices. All notices required to be in writing may be given by first class mail addressed to the Director of Public Works City of Jefferson, 320 East McCarty, Jefferson City, Missouri 65101, and Contractor at P.O. Box 104388, Jefferson City, Missouri _ 65110. The date of delivery of any notice shall be the second full day after the day of its ; mailing. �f 15. Jurisdiction. This agreement and every question arising hereunder shall be Interpreted according to the laws and statutes of the State of Missouri. S�y:...._'Sp•FY� kS:f f T ��' ''°"GYtr�i fit,"4 t Lfs c 1r a ; r :. 2•:t5sr"�r a ) 777 r< - � tt•[}��`'� .na ui��S.('v Fk: cc� ',ly ,� '£'1 £ jA` Y.�s s\� k-sS 1� ��74 }' �§71�r 1 't. {Y Y��": r+"9�� t +xF fsa+hl+�, jr t v'��'Tf��"rfi�rj :"ir H dd '+�v'm� �. s� €�} '+��.A'�', 5��.� 1N'' • `. s�r }��y f A S` at ) a*rt i t ,�� ,G.z 4k4 �k� s r� tt,�a✓1�,' {,Q, � 4� k } 7 4 Ai{F �L�f�+�CJ d"t �yV YYr y, $,c� i3�1 �.y!' �tfr.lL n7•t `�,.Yp � i, +g 'r L. > `(,�}� .r. �ris�' >H' h ik �. } < k'vt5"t i4-t+ , 1 a.`4l;�• C•� t+ f t`4 a±'`tt.re"� S ^mod.'' i�.T '. _ :� r S.< � 4''�r� P'k,1 xr�e r � j e i Y$a t x :7 tit s � v 4•rR>r p �. ,• ��'t3rr �� 1 Y>. }s .£ 4.A b:., rJ �IL 1 Fkr S •S 1 tt.vr`Lf ri +�rJ.Yi�t,' a s � J N k 5c ..S �r(A P }�Y} �/2 j Fi , .y7r ,y•�'j�ij }J.'+�. a"'ku rF.+y14Y�z�S-' +5. a { ,!•� �'r'�r�y?I r��(�,,.� r�-'•fit \ rr 7e�Y }�'YyT S�r�t�r''•iS 7dX ..S Y<l'. .I< T �.Y�' �7 ter o T i . .� ❑ � p,q'4* n y ti I y�(` .r1r 1,3:, a 'Sk.ar.Fsj .t� t;. .r ..yf.��tt rt ,`r k .i`4, ,�,�t 'r.EateJ <.e;till .`tFf�Y#.t{{'?¢��t� + � ,n .F r{sfr a� .k j I J.Y ar.4 I }•'�' t tf's r..at.1y .'v5 k o[sk t v t r'J n -+�"'F Ji`" 9 �+y s� �: a}Y' `v,`= �'Y.. "rv'A,�7,"at�'. M1�., ,F�i J:t}YfS�k r t. 1�Yt4},'•r�YA.f,K�rr t. n..t13.'�'V r. .t #F''1� ft�'.N: fr 4 Fitt�yry{,��,,}e"f�4!^w. YA, � t `, .ygy t. }. Yit `r4� Tr1r{ � YI 51 2 �Y� ..C} Y •f f f v F ��4' � �i.,' t�-�?'kttr�. Fi t��'?'S.�. •w a;; '' ;5.. t ;.�;,. y�';i,Y,.i�iklTFFr h;a r A_/s.t: Y..r..� rr.t`. „1 ,tt?., ..L.�. A.�s..,si�.' t f .� r ,..•f?,1} a.�4� ,k Y>=i ',,� H, Y -i ,r.t� .•r +,1,t�rs,'� (*.•,;,s,;.. 1 •,i��x'�"'r s �J.i�it, tg'S, I'�. .{F 'YZ :t �k}:. F;r .,i�., �:t;:?l .r r "� ,,'i er'Y e L�'�s,�N. ''�.��,r••y± ` 1 ? tt p! .tH, s d•C:'t. vy. �. Nt r� �4. .rir*4 y j�tl YV•r, ,tS. t. ;t f� 1 'y(�:{'Y i 1. fi `Y Ve t �S l t! � f" t�`p 9+? a f. a {{ Y r,^,ry. 4 .t 'k£1` d+3s Fyq,.2 ^n'+;:,•: +'J,. .,,n w'� NQ .�,L rt't .... i; ? ti. 16. IIl TESTIMONY WHEREOF the parties have hereunto set their hands and seals '- this _9 r� day of 19 t L CITY OF JEFFERSON, MISSOURI t u . r: May ATTEST: as ,; APPROVED AS Jfd�FORM: kx dcz.. City Clerk Ci ty Coun seio i CONTRACTOR rp nn U5 ATTEST: f r Title: —mime,0oll m 1,010 r< , t � +' E1 �� 6v+ ht..•. t, � x J ��`'+ �iF `•' I t��y �-..�fir � �"��1�,u`> �t�a>�n r��a?�y ,. r+ it ��,,,F'` :•�=]]V�.4 1 ^t t y,K+S�t'��t t �s ,�t��t��•?r t +L�'}� t�'..Y�{�'St .,'� � L4 �.�tt.w.'•t t 4 ,��'^"� .. t z7. r ., 1 i � ''i f �k'S f�• ].��`, t .,k .M..�},,,. i.,..L�t Pf 1�'" ;!(R r n�' �rf�'f"Y�'t��?�°7}rtl d't�4 F r i Jill is t fa'k47.`^.t''ftlF• " ,.. ,. r ry u.-�s...... ._ .._.:_ _ ...........�_,........,....as,. + .,,.,.t ''-^2+F+r�::,,.+...M.,„.,_.,_,:.n .......aw,c�r.,•xzn..r'Y!,,.. .. ,:;�„ a,,h.«,,,ut1t'Mt!•&ci.Wa2�ti�'efiwlL�tt'�k�S"ir 2 i+:i , Yap ' ;r4'�'s; ... . $5.v.:;i�ti', f� ��µ ti CERTIFICATE OF INSURANCE IL I$SUE DATE 09/08/92 RODUCER THIS CERTIFICATE IS ISSUED AS A HATTER OF INFORMATION ONLY.AND CONFERS ter-Dent lZ Co. NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AMEND, Bolt 10645;101 East McCarty EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. Rv y ferson City, Phi 65102 14-634-2122 COMPANIES AFFORDING COVERAGE ,gym r � hF' COMPANY LETTER A: Travelers Insurance Company <x _ COMPANY LETTER B: Travelers Insurance Company sr D iSURED Y.rs4j' •�i�k COMPANY LETTER C: Travelers Insurance Company inch & Vauchan Construction .0. Box 1043W COMPANY LETTER D: Travelers Insurance Company afferson city, No 65110-4388 COMPANY LETTER R E: Travelers Insurance Company COVERAGES THIS IS TO CERTIFY THAT POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED, NOTWITHSTANDING ANY RECUIREMEHT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS ~� 4 �t CERTIFICATE MAY DE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES. LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. POL. EFF. POL. EXP. Y. Ira TYPE OF INSURANCE POLICY NUMBER DATE DATE LIMITS I GENERAL LIABILITY s GENERAL AGGREGATE S 1,000,000 IX) CMIMERCIAL GENERAL LIABILITY 66020OG7857TIA91 12/31/91 12/31/92 PRODUCT-COMP/OPS AGG. S 1,000,000 E ] CLAIMS MADE EX] OCCUR. PERSONAL 6 ADV. INJURY S 500000 � i E ] OWNER'S i CONTRACTOR'S PROT. EACH OCCURRENCE $ 500,000 _ E ) FIRE DAMAGE (Any one fire) S 50,000 t 1 r i:s RED. EXPENSE (Any one person) $ 5,000 j AUTWOOBILE LIABILITY J3 lX) ANY AUTO 66020BG7867TIA91 12/31/91 12/31/92 COMBINED SINGLE LIMIT S 500,000 E ] ALL OPINED AUTOS •:I [ ] SCHEDULED AUTOS u•.�s�l,�u�:?,G�;x [X) HIRED AUTOS BODILY INJURY (Per person) S w r ggs r -- Ex] NON-04lNED AUTOS BODILY INJURY (Per Accident) SRt [ ] GARAGE LIABILITY PROPERTY DAMAGE $ LIABILITY EXCESS L �'��, , EX) UMBRELLA FORM SMCUP208G787091 12/31/91 12/31/92 EACH OCCURENCE S 2 000 000 r `4"} y ?+ E ] OTHER THAN UMBRELLA FORM r„t� AGGREGATE S 2,000,000 ; ';,�,; +, G. •.�'. :.J IdORKER'S COMPENSATION STATUTORY LIMITS ! j"? I AND 1KUB715G965091 12/31/91 12,/31/92 EACH ACCIDENT S 100,000 fF"4 � DISEASE-POLICY LIMIT $ EHPLOYER'S LIABILITY 500,000 �:. .. DISEASE-EACH EMPLOYEE S 100,000a t 1` OTHER ,.� EX) INSTALLATION FLOATER 660208G7877TIA91 [307] 12/31/91 12/31/42 ANY ONE SITE S 600,000 �,M TRANSIT 4 25,000 s � t ESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES/SPECIAL ITEMS JECT: STRUCTURAL FIRE SIMULATOR, COST $159,750 CERTIFICATE HOLDER ,. CANCELLATION g? SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE ISSUING COMPANY r. 7 WILL ENDEAVOR TO MAIL 10 DAYS WRITTEN NOTICE TO THE CERTIFICATE HOLDER NAMED TO THE LEFT, BUT FAILURE TO MAIL , (1 SUCH NOTICE SHALL IMPOSE NO OBLIGATION OR LIABILITY OF =� ANY KIND UPON THE COMPANY, ITS AGENTS OR REPRESENTATIVES. ttt City of Jefferson , 320 East McCarty OR12ED REPRESENTATIVE c Jefferson City, NO 65101 / r v FORM 25—S (7/90) �rS ,ittt 1 f ' �' 1 l t' 1 rf*, ,+,.✓:, 7�G?Sri%afiv a^a n.r w--. .—.......__.___N.-... -_. '-r �,+yr' rr n y� ;;�i5�}i izyZy� ;tj '' ,?. !. f ,t + .: .. •. ! .. .. +t.4�' ' � `. i t{tr`a N•�3=e��f6f��Y k z .`�. ' r r �i r 1 z t i+ 2 i k j''t o p1tN f%•U-*} ,?` 4 h t y �a,, ',v• i'6tt 7'A i'} , 1 IF d,��'+. y.'ba;zsil,,t { l s j��J` 1: aZ r ii14 r) \:yhff'''i"7. £1 ;�5 i�{ ,� °` { i.: �r•. t `dY !f r5 tir fr �j{: �xr., rc:. 5 vi' vF° `$ '. �` a.r t �• :, ,• �' INSURANCE BINDERr �`, wt r THIS BINDER IS A TEMPORARY INSURANCE CONTRACT, SUBJECT TO THE CONDITIONS SHOWN Olt THE SECOND PAGE BINDER NO: NA-NISC01-OCP ISSUE DATE: 09/08/92 ? z UCER COMPANY: TRAVELERS CORPORATION <TRAVEL> kA m 5e:. r inter-Dent & Co. EFFECTIVE EXPIRATION 0. Box 1046;101 Loot McCarty 09/09/92 12:01 AM 09/09/93 12:01 AM a ' efferfson C1ty, MO 65102 14-634-2122 ( ] THIS BINDER IS ISSUED TO EXTEND COVERAGE IN THE ABOVE NAMED ;. COMPANY PER EXPIRING POLICY ft JDE SUBCODE '� "•` hj A, ARE AND ADDRESS OF INSURED DESCRIPTION OF OPERATIONS/VEHICLES/PROPERTY �� ,? 5 TTY OF JEFFERSON, MISSOURI RE: STRUCTURAL FIRE SIMULATOR, COST $159,750 01 EPART14ENT OF PUBLIC WORKS 20 E MCCARTY STREET NISCH & VAUGHAN CONSTRUCTION P. 0. BOX 104388 JEFFERSON CITY EFFERSOU CITY, NO 65101 Ito 65110 SHALL BE RESPONSIBLE FOR PREMIUM & AUDIT COVERAGES t= • r.. LIMITS TYPE OF INSURANCE COVERAGE/FORMS AMOUNT DEDUCTIBLE COINSUR far. ° ROPERTY CAUSES OF LOSS t ] BASIC I ] BROAD I I SPEC. A. rNERAL LIABILITY GENERAL AGGREGATE S 1000000 $ ,a �-x] CONMERCIAL GENERAL LIABILITY PROD.-COMP/OP AGGREGATE S ;•, [ ] CLAIMS MADE O OCCUR PERSONAL & ADV. INJURY $ 0 OVNER'S & CONTRACTOR'S PROT. EACH OCCURRENCE $ 1000000 c. �) FIRE DAMAGE(Any one fire) f :;,�.;;•. ;:.,:,,;, �! RETRO DATE FOR CLAIMS MADE: MED. EXPENSE(Any one pers)$ ' 1TOtOBILE LIABILITY If COMBINED SINGLE LIMIT S : -^ .,ANY AUTO ALL OWNED AUTOS BODILY INJURY (Per pens.) $ ,A, f .., BODILY INJURY (Per acc.) S •7'SCHEDULED AUTOS akty' PROPERTY DAMAGE $ r �'a ] MIRED AUTOS MEDICAL PAYMENTS 1C ] NON-OWNED AUTOS PERSONAL INJURY PROT. S (. D GARAGE LIABILITY a • UNINSURED MOTORISTS t l UTO PHYSICAL DAMAGE ( ] ALL VEHICLES ( ] SCHEDULED VEHICLESPti, [ ] ACV t?R ] COLLISION: I ] STATED AMOUNT �- I ] OTHER (CESS LIABILITY EACH OCCURENCE S r ] UMBRELLA FORM AGGREGATE $ • ] OTHER THAN UMBRELLA FORM RETRO DATE FOR CLAIMS MADE: SELF-INSURED RETENTION $ WORKER'S COMPENSATION j AND STATUTORY LIMITS p EMPLOYER'S LIABILITY EACH ACCIDENT $ u+ I' DISEASE-POLICY LIMIT S DISEASE-EACH EMPLOYEE $ ;..) 'ECIAL CONDITIO VOTHER COVERAGES tr. i. �l�7Nia�1�! awse—mi 1 }? And Address Of <AI> ADDITIONAL INTEREST NONE Loan \ A ( � Signature 0 Authorized Repres tative Data } FORM 75--S (7/90) •t t.� i' �'M WW:t�mv4m.s.+.•...... •---,...-.•.,-v r.*y Y tfY ." lv�At iis��1:'"S�4"�kS'A' .. .. ' Y yTIV4 t i,t �• t, .'�,ar .rtrrt :j '•5 5' ✓•". .t' i ta , �,ryvs�n�rir.d.. .1:', 1•:?l.s Y •5 tf 1 .r t xs t �t , { :5''S Y., .�n uµ f,','iu�i .tl i.tY'1j•' A", w }ftt'1>' �`r1;7, !'+t.��,t�Mv ri,trtS7Y• r5 �se.'" i y tA`W�l�silyir,''4 1 ai +ixSnPfii: {y 'y51 e } s{"�(t. 1 {�. n i ofi 1t�r �fYrv ?i�s' 7Y• $�t.�r`j� f 5 •�p y;a r i:' ' ! +;.+ r �k.� a{ r I4 +t.t t'3. t •�d'., •v. .�ivY.�,.u� .yy'w:'-7,',rti; uc� ( 3 ! r.. f. ..w "� s' e t 1 at{)' r aY >: , i?Ark ris. r ..Vj4,��n6r ��9,�{}.`iy t'l,:�rf/t dl :•�=ttk 1 .1 i al•r :..1 f t , ..I t t4 f:1. �� .�'�;�7�}xfi.i�ay�ffr4 t• :rrF {t n.•tp•°^,?, h"}s .v W 5 1�-:r x �t r a { ' f�`tst�fr.; a�3? 'LitT..,l;7 .� h a ,. r+'i !. � ! '" r�}�•�_i�4W'r R 4`; t •ir z q r 3' �� .`i t _ t. .tf. .....1 �wTt t,rCg4 )r ej K �k 4 St rIl �J �. .. � 7�.� {,�� g �`��{� t t .. s T �• .S�+ 1 r t } y ct '.. a # � a '�' c,x" t � t !t1 !§!4 wt PAVE t T,� u't' J.i.., t",,: (�_ f +?.�, a �}}}}1•, e J tdF. M INSURANCE BINDER 1 w'. ' Conditions .d. 4 This company binds the kind(s) of insurance stipulated On the first page. This insurance is subject to the terms, conditions and limitations of the policy(ies) in current use by the company. This binder may be cancelled by the insured by surrender of this binder or by written notice to the company stating when ,4 cancellation will be effective. This binder may be cancelled by the company by notice to the insured in accordance with tl� " the policy conditions This binder is cancelled when replaced by a policy. If this binder is not replaced by a policy, ilk, the com an is entitled to char e a company g premium for the binder r�r according to the rules and rates in use by the company. 4. E 4 Applicable In Nev z; PP ads Any person who refuses to accept a binder which provides tit Y coverage of less than $1, 000,000-00 g when proof is required: (A) Shall be fined not more than $500.00 and ! (B) Is liable ? to the party presenting the binder as proof of insurance for '. " actual damages sustained therefrom. w� ' FORM 75-S (7/90) t 1. ,� 'x' 1y. �" �n��,r 1 � tt f .v t .: J}St i R t�tt 5 i '�'t wS,.�,t,� i�ig :t•. w4, Y iL J } 4,3`� d 5 •n at z"x 4 «�tY� .,�'j'r�j?,• t'll} dSa (*'t4�.fG M.—t�, .yti r v J��. .l!lsa'tl t�b i.n .4 Tj. d, . 'y 'k 1'4 s�•'} a.limae �y a{ � r�afc tt ,�( 'k tr��:v4t r`Y"�tj �A d fix. !fy'.�i4F '�'�1 i' r t �t �� s,�t i�Y� ?�t''4'F'�.,.�•,��i�,��t�"�sr x,�� { tx>-sr.� Y;J. � 7 .� .'�.�J�k �,'"if �i'r°',t t �,::�• �t e4n � }�,7x! �.�:s�75�v�'"S"a;n;�i'�JCf��•`��pC "+Y75�t''d��.r.1.»q'°d'i'S 'fir} s,`i.Z "t5 i 'u .tad ;�lty.#-�'.�f��'Ji^' ��t�4.r�y..t�N � > a ! n+ J< .�i F5�5��# t Y r , e ✓ f a r i r t 5 f �Y } 1 :'t''.iti �y�� )• "h A �i 1 4 i.i 1' �i;, Y S! .ii J .h' h s' � �+. � •3E� �k� �+t;�`` ` �. :t�r�''LiR1'� .� .7f� r f ..::4 .`;t� >..4 I;,J Y �yP' Y f b I�t�..., �.1t' {7.t( '.i�r �!`�.1.• �}.��J rl�`A'i.1. ' } �gyFbk 3 t wet i x}, .• f7U'�t at3.r �c*FF'k � r.. ) � y '1.,yi^L ajl� Tp�3:'^"` mi�'�%34'$Y . ,71 A . R 3 tT } •{�,#1��:p,y4 d��x y .�,'f# 5;��? a viz y � �$„t 4 y x Y t d .+ � �g v t,;�'�':Lz`` State of Missouri z { County of C 016 r 'a r2 ry^ {kF` i Before me, a Notary Public, personally came Darla Veltrop known to me, and k known to have Binding Authority for The Travelers Insurance Company, has executed the attached certificate of Insurance, and that the execution of the attached Certificate of Insurance is the free act and deed of The Travelers Insurance Company. K Given under my hand and seal this 113th day of September , 1992, . ►qry My Commission expires November 21. 1992 h Kris L. Bennett KRIS L. BENNETT NOTARY PUBLIC, STATE BOONS ISSOLIVU COUNT My Commission E,cplres Nov 21 1992 EE, d� ! krfaif.klb W M q 1 .t.• s F�4, ty' �� s {� tt��e �Nh `YY � g x Y �A��,� :r ' � � ;SP� . L' f 1 %4 (;° s.,}. �� t f'tYF`�{ tbpebut3,�R y � •' � .. m ,. i ... �r ' r j.; ? a r`..,;(�".t'�:'i.::.i. Ywtx.4Y:.t.�_u+�_'�• :.:.i.d:...tW�A+M.�`1.t�2'�i.�.cJ�t\4'tiiS:,�i`tlf.. ...c ONYb+nra�Nr�_�3,..?4 ....t,:., t..t.,......ua;:'.....?. �'.1J,t:h„f.``,� S t � r .'. Any correspondence In rotation to this bond (141ectad to: Dvpaitment Inauranco Companies Bond #0750-70-050053 �.ut)O Westwood Drive Wausau,Wisoonain 54401 ��pp{� ��qq��yy��ii PAYMENT�;�s �Ap� /wp�p�q Q� p,��q ''.,:... E�.d6`°fMNii` CIF, PAY"�E1�1I 9 AEA D �a86J0"�i"SA1�9 s � ��i7�d €l a --- [� rt I KNOW ALL MEN BY THESE PRESENTS, isch and YS that we, the undersigned Vaughan Construction Company, Inc., P.O. Box 104388, Jefferson City, MO 65110-4388 :4 f { hereinafter, referred to as "Contractor” and -ZM 12yar s �n +tranra� t 4k< of Wausau A Mutua l Company a Corporation organized under the ` i ,�YW i Of the State Of Wisconsin t transact busiri85S In the d authorized o '+ State Of _M ssouri W Sum t y, �e held sand firmly bound unto the ;. U, City of Jefferson hereinafter referred to as "Owner" in the penal sum of One Hundred Fifty Nine Thousand Seven Hundred Fifty 3� r DOLLARS . and no/100 159,750.00 � ��l money of the United States of America for the t, IaymOnt of which sum, well and truly to be made, we bind ourselves and our heirs executors, administrators, successors, and assigns, jointly and severally by these presents f THE CONDITION OF THE FOREGOiNG OBLIGATION iS SUCH THAI'; WHEREAS,the above bounded Contractor has on the .,day 8f_ sentember entered into a written contract with the aforesaid Owner for furnishin all f materials, equipment, t®ols, Superintendence, g P labor,, and ether faciiiVeS and accessories, ;< for the construction of certain Improvements a$ designated, defined and described in the ii rt..t said Contract and the Conditions thereof, and in accordance with the specifirationa an d f plans therefore; a copy of said Contract being attached hereto and made a h part ereof: NOW THEREFORE, if the said Contractor shall and will, In all particulars, well, du n i faithfully observe, iY a d i perform and abide by each and every covenant, condition, and of the said Contract. and the Conditions, S `. paclfications, Plans, Prevailing Wage Land h ether Contract Documents thereto attached or, made a thereof, by reference, accondiing to the true Intent and all defect;vv® meaning in each me, and if said contractor shall replace a' per, material and workmanship for a priod of one year after aces tance �.r by the Owner, then this obligation shall be and become null and void; otherwi� t shall f remain in full force and effect. I� a 4 "r i°Z'ti fit' aiS ... ti� . .. t 3 `---�+.^-^' a-^r.-*'-.•qv 3t rn�,., ci i s�°'tacAF`„ it o- p af'47.�i•, 10 IN'll IN, III, ram }�_.i i •1�5�` '"R4ti 1t t�, ,,t,,.��. `' r rH;-+ t }x', 'e f 7 h4ii lr...r� )e {,� l4 -L'�(a v1„-. k�ya .:t"� �.' rl � a:'.<'� � d��t n�y3 °�S k.rir fYt} 't�ir•tt} � t to :� V xn3 Y� '�� al. h§�rr .��'� S.:'ls�t�.r, "G' r n s `.., w,�, .�', 43"''t'hi' t{r�`�-. Yfi. ,� �. �l>rh r. ps'7 4'^ f(( � x t't S '::t i4 '' y'{ ✓ f r 1 44 L:`"yS�: N ��i yu {" � •("J' „��. ' ;k.Y /(. 1Pf:��>'''... ?f I .x� tr Y1� „ f Y �:, .' A� 1 .,�l.:rt pt"i�1f J'��4C�+� f ( �,.tF� 4i� ,xj`l��'�yt�/�` " •F:r f `li 1 .:�.,.� ,, :.l" `}'Zk•i wtt;q�' -��i'e '�`r�,'�i�' ...: �^.��"�; '�' ... _ n. ..' �� i�¢�,i:ty,��)�,�' .�. Z ,t :. .r: }yl � t\ 'ji't y�',�f+�'�.✓?�3�� }��y�,: d5 .,.: ',y ? ;t 1 t .,1 S ��'`!J ')f�{,J �f .b} F!'W"b� tf � fLi7.ti sS,..s � s J5 � �(P! h1�1 tt33➢�' +' S t .i c t: ,. ,. .._t. �. I .� a 4 �I '+ t��y`'x. t i� "�i'�.:t:+J.�.n�o:::,;.•.i:m�Y:.�+�r lAw�wi�ir'' PROVIDED FURTHER, that if the said Contractor fails to duly pay for any labor, ` mstedela, sustenances, provisions, provender, gasoline, lubdoating oils,fuoi oils,greases, z` coal repairs, equipment and tools consumed or used in said work, groceries and foodstuffs, and all insurance premiums, compensation liability, and otherwise, or any other is supplies or materials used or consumed by such Contractor or his, their, or its subcontractors In performance of the work contracted to be done, the Surety will pay the ` same In any amount not exoeeding the amount of this Obiigoftn, together with interest } as provided by law: L PROVIDED FURTHER, that the said Surety, for value received, hereby stipulates and ?� sgregs that no change, extension of tame, alteration, or addition to the terms of the oontnwo or tho work to bo performed thereunder, or the specifications accompanying the 7fa a i same, shall in any wise affect Its obligation on this bond and it does hereby waive notice `"l+ F of any change, extension of tames alteration, or addition to the terms of the contract, or to the work, or to the specifications: PROVIDED FURTHER, that if the said Contractor falls to pay the prevailing hourly rate of wages, as shown in the attached schedule, to any workman engaged in the construction of the improvements as designated, defined and described in the said 3 t: contract, specifications and conditions thereof, the Surety will pay the deficl®ncy and anyt ,IV,:i penalty provided for by law which the contractor Incurs by reason of (his its) act or "r F�IiE omission, in any amount not exceeding the amount of this obligation together with Interest as provided by law: ' ` IN TESTIMONY WHEREOF, the said Contractor has hereunto set his hand, and the said c r Surety has caused these presents to be executed In Its name, and Its corporate seal to z`t be hereunto affixed, by It attorney-in-fact duly authorized thereunto so to do, at Columbia, Missouri On this the 9th � day of September Employers Insurance of Wausau b F2;{• A Mutual Company Wisch & Vaughan Construction Company, Inc. SURETY COMPANY � CO RACTOR '-: SY 4.,lJlM�J (SE/AL) S !.� (SEAL) J.H. ro — Res e t Ag� e t -:� 1' dSEAQ S (SEA.) Attorney-in-fact (State Representative) r Ronnie s. Caruthers is rr: (Accompany this bond with Attorney-in-fact's authority from the Surety Company certified to Include the date of the bond.) 4 k':tk Eli SSfihl4''1'XiWw'►aat.a.,E*�.^.—•.^.^.+^y^+.^_• °.-+--w - Z 't nr('r° �m-�'1ts1� r��' t . t±= •.��+ a kj�t 1 t i > c! t .5' �� Sit r dYi,} f1�� a"�Id��.�S gyt � ��'..A;�,3•%�tt Irt �. Y 1..: it n y({ : ( k t t}'+'rt?ire 5 ° �"' t •,,.k,2�y �? i f.�,, �� jt � � ! t� t. t .'�`� y al a 3 tit Ity ��yF;A� �4+� 1 w •} } 3� ��.1 �� r��.1t l YE, q,�k. { Y s k i ,1 � i.:L f Sa,�Y ta'�� r} i� �cs�r,' 'ytr.. � > �uxa�t�2•tprktt\p,,�'"'V',ri.,r�ir". {�y ��,�}� it4 s '' 'r.1} a i 1 S f v/rjrk"�'�:�,�3�� t�.y.�,.x: } �' )• .� =Et�.: � 5 .� 4�:ti5 :<��i 6t1Yx t �� t a3:§'k r t r �� I 1.i x y •t .L.F 1Y ti•.•1 f t Sv<r�tt,tgtif. �, s f kt i �i, 1 a �, 'z �,<z$,��.�v��Y��a�< .7'�y.ai��`'ie,,{7N'; y� A'' S � .t r �ia i;^�s �'ai'' }sr a.7.�•,, 1 S't 1.x, fi. e x t t,iG ,��i."{'.t+r'��1 t�s,``�rlla Taft } {f }V S 44Z ` �• elk,.:'`L"•t,�:1F;�Y.�}.`E'i�}{`.,,1� �.r �ik',`.�}!j*�_y Y� }LF.;S ..f- 'J }.p'� ,.. r f TI .5. 1 p, Y `4,j'h: t't��:.�,S�.tn.vlfY�r�. ..Ay�N'.'`5-rq^i47:`.'�. R:11. 3s Tt tr l 7 -7, T,7 'A NO. 207— Eh4pLMpr, it-1 UPAWE OF WALJSAIJ A mutual company P NS POWBR OF ATrr0RN1_1,'Y I�NOW ALI,MEN PRESENTS: oration duly organized and existing under 'E OFWAUSAIJ A Mutual Cm y,it corp jMI)I,()YERS INSLTRAN( ill, (lounty of Marathon,State of 'I'lint the F having its principal office ill tilf,City of Wait"' isconsin. and lit(, lawS of tile'State of W nts make.constitute and appoint )d does by thvi4e prese appointed,ill Wisconsin,haS llladt'�COnStituted and 'r-- BONNIE .S. CARUTHERS. stead,to execute, name, place and will, full power and authority hereby conferred i n its fill ottorneY-ill-fACt, 64 W11117EN its true and law I'AIONGS NVA�N�W6teS I10NDS LINDFAV ON seal. acknowledge' and deliver ANY Oil Al I Tab OBLIGATIONS IN THE NATURE I'll FIZE6F NOTJO EXCE__ P LLARS 02,50MOO)- -.000110 _W Is FIVE HUNDRED THOUSAND DO Z .ident,sealed with he Sam(.extent 11.14 irsuch bonds were signed by the PrE ly and to t and to hind the corporation thereby 1114 rul reby ratifying and confirming all that thesaid etary Ill- 71, W e corporate seal of the corporation and duly attested by its r Cc th any-it in-filet may do in the premises. -1 adopted by the Board of Directors of said Comp. at Z attorney- rney is granted pursuant to the following resolutiol Thispowerofatto meeting duly called -;ad held on the l8th day of May,1973,which resolution isstill in effect: cc ANCE OF sident—elective or appointive—of FMPLOYE RS INSUR 4 is,authorized to execute powers of attorney qualifying -RESOLVED,that the President and tiny Vice Pre. CL be,and that each of them hereby WAUSAU A Mutual Company OYFRS INSURANCE OF WAUSAU A CL orneytoexe(�lItPonl)vlllilft)i'EMII the attorney named in the given power of ritt secretary be, < 11-vtvship;and that tiny secretary or assistant akingsandallcontra( of st attorney,an Mutual Company bonds,undert. d to attach lie xecution of any such power of. 0 and that each or-.tiny of them hereby is, authorized to attest It e Z thereto the EMPI,OYERS INSURANCE, OF WAUSAU A Mutual Company." seal of -hofficeriiiindtlleselll()fiMPI,OYERSINSt'IIANCEOFWA"'A" on "FURTEIF.RRFSOI,VEI).thtitth(.signitturet4ofsuc to by facsimile,and ating there LLJ ay be affixed to tiny such power of attorney or to tiny certificate rel. A mutual Company m 0 ng such facsimilesignatures and facsimile seal sliall be valid and binding tiny such power of attorney or certificate beari 0 when so affixed and in the future with respect 71 the EMPLOYERS INSURANCEOF WAUSAU A Mutual Company �'A upon lied." ip to which it is attac my bond, undertaking or contract of suretysh A Mutual Company has caused these presents to be to f Uj IN WITNESS WHEREOF,EMPLOYERS INSURANCE OF WAUSAU this 15T day nt and attested by its assistant secretary,and its corporate seal to be hereto affixed signed by the senior vice preside ig 87 < JULY of A Mutual Company (n W-A EMPLOYERS INSURANCE OF USAU 4 ql:AL By Senior Vice President Al;,� '._14 R.C. Rcticrath U_ Attest: Z cc Assistant Secretary 7,! 0 teman STATE OF WISCONSIN )ss. LL 0 COUNTY OF MARATHON 19 87 before me personally came On this----J_ST_day of 11111 Y ho being by me duly sworn,did depose R.C. Retterath to me known,w ation described in ior vice president of the E M PLOY ERS I NS U RANCE OF WAU SAU A M uttial Company,the corpor and say that lie is a sen fixed to said instrument is such corporate t.that he knows the seal of said corporation-,that the seal at T and which executed the above instrumen orporation and that he signed his name thereto by like order. seal and that it was so affixed by order of the Board of Directors of said c the day and year herein first above written. _j IN WITNESS WHEREOF.I have hereunto set my hand and affixed my official seal > 0 Z Notary Public C/) NOTARY PUBLIC Cl) STATE OF WISCONSIN My cOM MISSION EXPIRES JUNE 3, 1990 CERTIFICATE STATE OF WISCONSIN CITY OF WAUSAU COUNTY OF MARATHON MPLOYERS INSURANCE OF WAUSAU A Mutual Company, a Wisconsin 1. the undersigned, assistant secretary of E of attorney, WHICH MUST CONTAIN A corporation, do hereby certify that the foregoing and attached power VALIDATING STATEMENT 13RINTED IN THE MARGIN THEREOF IN RED INK,remains in full force and has )rs set forth i n th e p ower of attorn ey is sti I I in force. not been revoked-.and furthermore that the resolution of the Board of Directi State of Wisconsin,this 2th day Signed and sealed in the City of Wausau,Marathon County, NQ�10 of September C?_�2 Assistant Secretary R.J. ,tman OR WORDING OF T111", VOWI'Ut OF YOU HAVE ANY QUEISNTIONS RE(wARDING THE VALIDITY N OTE: I I- 'ALIASk)10.172-0041). A:VVt)l tN IA',CA LLT01,11,Fit EE(800)S26-1661.(IN �N ISCONSIN,C 4 4 �A 7 N IN D; ti-,�Xff FIR t,,'? R tV ��tt r �+1.J2}}s!?^-•r4�n to •v.�'1t�� r �.,�. .. . _.°. .. `li .t � � .+,+y �� 'rd�i�Eeitiv^sv� s iR II r SS�.s;', 55 a,s r```,I,��3,rf��`t i� ��'�r'V<}� £�, {' :t,i t.;. t .:.: r f • 'i S J3' <,��i`s`'2 Sty `(, .{ r"' 4q�a.�`�,;.L° hi.1�)�i�.S��rr� � bta k.y{';c3..r�.I��S�r�S��f rl rV�.,' t tF# ,o t '�tt, It '.'a a t • `: {�`:`!++; k r <. � 7C'2{ t�' r�} �"t��{t£!�r `� .'ri's.?��r�� ',�°{G �ry r akr rye^ r� � t �# ,7 s .tsl� e .:`'( . �i: •�`"�•,t, s c ..,, a 5 w ..}'.a.. n lx b. �t PROVID D FURTHER, that If the said Contractor fails duly pay for any labor, materials, ustenances, provisions, provender, gasoline, lub cating oils,fuel oils, greases, y, coal repair equipment and tools consumed or use in said work, groceries and foodstuffs, a all insurance premiums, compensation Ii ility, and otherwise, or any other t supplies or n terials used or consumed by suc Contractor or his, their, or its subcontractors performance of the work contracte to be done, the Surety will pay the same in any amo nt not exceeding the amount of is Obligation, together with interest as provided by la PROVIDED FURTHE , that the said Surety, or value received, hereby stipulates and „ Y f agrees that no chap a extension of time, alteration, or addition to the terms of the £t � contract, or the work to b performed there der, or the specifications accompanying then same, shall in any wise a ct its obligatio on this bond and it does hereby waive notice of an change, extension o time, alter on, or addition to the terms of the contract, or ;t Y 9 , ` to the work, or to the specifi tions: Kk f •'i tai. r�; PROVIDED FURTHER, that if t e s id Contractor fails to pay the prevailing hourly rate T �{�.r7,E{ 771 of wages, as shown in the a hed schedule, to any workman engaged in the defined and described in the said construction of the improvemen as designated, contract, specifications and con rtio s thereof, the Surety will pay the deficiency and any penalty provided for by law ich a contractor incurs by reason of (his/its) act or :✓ omission, in any amount not ceeding he amount of this obligation together with interest as provided by law: 'r IN TESTIMONY WHERE , the said Cont ctor has hereunto set his hand, and the said Surety has caused thes presents to be a cuted in its name, and its corporate seal to be hereunto affixed, y it attorney-in-fact duly authorized thereunto so to do, at r ;,; on this the ay of 19 ;. ;t SURETY COMPANY CONT117OR ' BY (SEAL) BY (SEAL) BY (SEAL) BY (SEAL) Attorney in-fact (State Representative) (Accomp y this bond with Attorney-in-fact's authority from the rety Company certified ,t to include the date of the bond.) t qq u�j'K-rj`�"rk k S t iL,i�3"'��'.'�P�!• 1 .7 { i j ) 'r.. ) .r..t T` a `;!t F, a,�t>, L x 'r�y .r�(.t;3i#!'�{+l#EJ�,'�itr td.ti $Y�.tk,l ;tt •� '.,`.".2 't. ,t. } .; 0 4 i .r�} N'k„l�'r# s,,2Y+."r a'. �i�; ilr,.. { tr.•'"'� pl,v, �,'�,VC�l.. Ki'� t .:,'�!1 ,..r Jl art .#„ t Ctt' { t r , rf 2 S ;y k 5'a �`7•i� :��l' t�. jt,t k:c , V v X f,. 1' `.✓„} a.Y..tf` t{�F7 { !.f , k �4 �•L t Y �,5+p ri2t is.�.rr P. , �� S ..1`� t ,�,� f ,1 A t �1tt�r�. rK r�fi �$�jr j§�p �.q ,t..G r.v,tl�C 3 +1 ��t F. f. r {esp•.{ >r� YKf r l 31+.{'r t d i 1 r 4 f t.. a r F•.t 37I .',t'fda��r-t S4 "t" �t' i v'x•3 y r"'t •, ', rrF r�y'' i`',tar�,p.�� ,�€a t 1 t y�K , 5 t r '' }k. ”n16;"r,➢ol.;'t�'.�$�S• tit. �• 'rs~ ,.r<��'. '�''i�,r�s;S} ''ttr�J,�",�f '� i r,;z`F`e..',r� t t ? ` ' <,:.. � }�✓�/,:a 3+�tr+��hf�r'f `C��f��+'��;. . P {..r:'4 t.�.s:E. ti�,. # '7,,Hd"cEY r.S l trx �tv. 4 R,r r� ( t a�r�•! .�rA t ,., C �#+r a 5k4 .. ra, a a i, �'7 �g} '} v t nMX } 3 Ys �.k s p s t i •: P S N }. k'3i 7 a t. r?'3� �� r •"n'rr :Nty£'��£.i `.fw.� $�XS ,art. ! :.."t 't:� e rrJ., �' ' r .2. �.r f t � .�.a�ln�Er}�t f f'� "y'r'/;�'?i��i��. 1� �• I 1#.�1 'r: � �.... 1',,,.. .. ,..; 'M.';• 1 Y�;l�S' ll�t',!-1[F �h) �!'""YY"♦~X, yL�W 1 J k t 3 GENERAL PROVISIONS 2 G FUM itTq FORWARD Y {4 }f at The following Articles GP-1 through GP-46 are "General Provisions of the Contract" , modified as set forth in the Special Provisions. t GP-1 CONTRACT DOCUMENTS X. understood and agreed that the Contract Documents `: r • It is expressly g comprise the Notice to Bidders, Instruction to Bidders, General a`o. rnat, c Provisions, Special Provisions, Bid Contract, Performance and 'h�4a�kit�•yjP"�. One year Guarantee Bond, Specifications, other documents listed ' in the Table of Contents and bound in this Volume. Plans, all : 'V t, 'u" P 1 ` $' ...... Addenda thereto issued prior to the time of opening bids for the ' s�°SAX;# work all of which are hereto attached and other drawings r . A , tri :^f specifications, and engineering data which may be furnished byT the Contractor and approved by the Owner, together with such � `k.s additional drawings which may be furnished by the Engineer from time to time as are necessary to make clear and to defj ne in greater detail the intent of the specifications and drawings, are each and all component parts to the agreement governing the work !�. r to be done and the materials equipment to be furnished. All of 3 ' these documents are hereby defined as the Contract Documents. The several parts of the Contract Documents are complementary, and what is called for by any one shall be as binding as if called for by ail. The intention of the Documents is to include Lhe furnishing of all materials, labor, tools, equipment and supplies necessary for constructing complete and ready to use the ti work specified. Materials or work described in words which so applied have a well known technical or trade meaning shall be held to refer to such recognized standards. The Contract shall be executed in the State and County where the .*YR. Owner is located. Five (5) copies of the contract documents shall be prepared by the Contractor, each containing an exact copy of the Contractor's bid as submitted, the Performance Bond : - properly executed, a Statutory Bond where required, and the contract agreement signed by both parties thereto. These Y>_ ;> executed contract documents shall be filed as follows: Three with the Owner One with the Contractor One with the Bonding Company GP-2 DEFINITIONS Wherever any work or expression defined in this article, or pronoun used in its stead, occurs in these contract documents, it .: shall have and is mutually understood to have the meaning herein q: given: :tq i Y +tt At 't' x, ! • s ,. w.r � }1�t j��3 acct,a is t 1 .5 yy -C, i q.- } ♦e 3 t °5 !`' sL{ {' S'N Y' t 1+; i > t t J ' l+ 3 •1 {ir, },?.S(y. (Id)G}' V ii�j�,?j Rkf } � I hut' t �' ��. . - iw 7 d} '{fit. TYl i�rig'` ?y}•'K'"+ ,s y t N'+ tt'3s59' >zy �,..t�. m? Fr U fit+ t p�,x t� > .rcq�s hdrdd ' +� F'Tfi re s 7s.t a tr i is k�R t.S .S a2 rr r '1 'krenAS r � c r'�' ''�. 3L 1f'}��rt3iyr�nyiR¢riy�eA2�� r¢!. �t`Rj2ii ;�7{ r� rr t`nt tx� l' t i,4' .t3°+''r .af n� try,�t�:,`•.j';��r,�uo;�a�, •5}, a ..,•fS.,d 11 ' 5r �lt'. ry `xF f .t {• �. . ,4 k�.�S;r�'i'if 't�lstit�n:i<�r� ' �.•j + }tit a'it^ rt. c.. z if ;h.j,f .'! i tfr ti �i� ' A sT.it!'!?ri e� s.!S?!� ,�fa}� P � 4� ` ,A, c. fc. f;i "ttf T t t' t a`1F T .r.r' •. r��p��, 4 `' sy F ) 1 §i t .'r t'. .'..r r ': 1! r ilr lt�,l f a';, ' 1 ` ! k• .y:, r" e 1, rr f' ��"' ��, �f`�1}-r �,`�°i 1�F°,��,t �i•= �Y'K � t'�C y+;t t R. !. t, .;�iY. . ,: .•.; :. .: •.'•.r as.. ..1+f S�- }'C� ,.""..._ t „.s.....___.. rat Aa z .��xU,. ,i i+� .,., a y,.-�1�i "• is ...,._a.kY.�...:4>.,r....x......uti a,.ntY3:rl�:i:ai•'x� f• ° GP-2 DEFINITIONS (continuedZ 1. "Contract" or "Contract Documents" shall include all of the �ar4. documents enumerated in the previous article. x� � 2• "Owner" "City", or words "Part mean the Y of the First Part", shall party entering into contract 'to secure performance Of the work covered by this Contract and his or its duly authorized officers or agents. 3• "Contractor" or the words "Party of the Second Part" shall »� mean the Y A •�'$� part entering into contract for they Performance of the work covered by this contract and his duly authorized $ .• • ., agents or legal representatives. 4• Subcontractors" shall mean and refer to a c w• r ' ygY40. partnership or i or orii ± # ndividual having P ation, Contractor, for 9 a direct contract with the performing work at -the �job site. •:; � �;�§}��>,; 5. "Engineer" ; ,, {uY t��,, ;- • g shall mean the authorized representative of the Director of Public Supervisor) . Works , ( i . e . , the Engineering ' "Construction Representative" �:,'•=��.`.".Y S� ,! technical assistant duly authorized bya the hEngineerelimited particular duti to the k�+t ryr'fy i,Y'U'A+�•°f P.t sub es entrusted to himnh ; subsequently set forth herein. or them as Fl 7. Date of Award of Contract" or e' shall mean the date upon which words equivalent thereto Proposal is accepted by the City. the successful bidder's 8• Day or oZ, nday8" �; `.• u unless herein otherwise expressly " . shall mean a calendar day or days of twenty-four p sly defined Kil i' hours each. s . 9• ' ' The work" shall mean the work to be equipment, supplies and materials to be furnished under this ` 'w contract, unless some other meaning is indicated by the �•f- context.ext. 10. Plans" or "drawings" shall mean and include all drawings which may have been prepared by the Engineer as a basis for r ' Proposals, all drawings submitted by the successful bidder with his proposal and by the Contractor to the City, if and when approved by the Engineer, and all drawings submitted b the City to the Contractor during the progress of the Y as provided for herein. a work, il. Whenever in these contract documents the words "as directed", "ais required as permitted", "as°h words or phrases of like import are used, it shall or understood that the direction, requirement, all be t; allowance of the City and Engineer is intended. ermission, or ' T ati1 t3 Frouf >,t kit� tt4�{ F , itprafarr«+++ '"""'"""•^ �'�u^�}}:�v`Yt�-rF�j��st�,�re {rI }l.l.F t .�;1`, i ,.4 t t-,i �r^�+ „�`�"t +A`,Yn',.`x '.+•y' ,}� '��Fp�+g4vr ticf.£3�,S �. f t Y Ct.. , :•a t ...' s Af r ^.. f. ;�,�Y az r�,�f.�C q �' }F T ^ y � ' -gyro�e� lt= r$ t • a{ t d F ih t a��-#`a y ji�t�pJ.� ,'1 cs ��, '12 W ti'N�;4,74CI� a.«.kil " -e �f'rtz,,• a14°{ ¢ 4 L Y a ark •a t x X ty�1F d o;S jt# ch C{�{ Pt,i l°' fi,,.9' ,^'"l t7 ti}• .� lr - 1x F ttl � �' s�tji7 a't ,w� ,� t;p YhL �,n 31 ''•Pr drC 'SfY a t c i 7 2 q� � � � a x .rr ..ter- f, , p' '' tc.. .. "5'r'rM'�9�, +f �tf �tiP+F f ..r{ • .A � i{' r : t ta .�1" 7f I► : t i t ' r'. r .}s '�,�� ,,.,,�� ' ir@ z:�, t,. 12. Similarly the words "approved", "reasonable", "suitable" '' acceptable properly satisfactory", or words of like effect and :.import, unless otherwise particularly specified herein , shall mean approved, reasonable, suitable acceptable, P proper or satisfactory in the judgment of the •� City and Engineer. 13. Whenever any statement is made in these Contract Documents t containing the expression "it is understood and agreed" or :. ' ,;; any expression of the like import, such expression means the .--0 mutual understandin g g and agreement of the Contractor and the City• 14. "Missouri Highway Specifications" shall mean the latest edition of the "Missouri Standard '.; Specifications for Highway Construction" prepared by the Missouri Highway and Transportation Commission. GP-3 THE CONTRACTOR It is .understood and agreed that the Contractor, has by careful examination satisfied himself as to the nature and location of ' t'; +^ Jri`•`y r F ft` i the work, the conformation of the ground, the character, quality K' and quantity of the materials to be encountered the character of ..". o the equipment and facilities needed preliminary to and during the prosecution of the work, the general local conditions, and all } ether matters which can in any way affect the work under this 'y „ • ' Contract. No verbal agreement or conversation with any officer, r . agent or employee of the City, either before or after the execution of this contract, shall affect or modify any of the 3w . terms or obligations herein contained. The relation of the Contractor to the City shall be that of an independent contractor. GP-4. THE ENGINEER x.< The Engineer shall be the City's representative during the construction period and he shall observe the work in process on behalf of the City by a series of periodic visits to the fob . ;r site. He shall have authority to act on behalf of the City. ?; The Engineer assumes no direction of employees of the Contractor or subcontractors and no supervision of the construction activities or responsibility for their safety. The Engineer Is [t sole responsibility during construction is to the City to a�Vr , endeavor to protect defects and deficiencies in the work. Any plan or method of work suggested by the Engineer, or other t representative of the City, to the Contractor, but not specified L:w or required, if adopted or followed by the Contractor in whole or in part, shall be used at the risk and responsibility of the Contractor;' and the Engineer and the City will assume no responsibility therefore. ,es Mx £ t J. i µ �� -{ �g•r s��vgr t � c ' { 3 i � [ s `} ; + t i.r+ t rr� �}f+�(�� f� .It'.fi�"�'4 �^a +'4? f4�s`d yr r�a .:titi p �t 1 o r } a. :J 5 .; x c•�z sy+, 's 4.J 3�"tixf t}�, ��.;:t'. c�t,• ,,r$ �� K fy� h �� i7 t, i , z i J, . z. a ? +t ?�a�7�r'�t�t`� h .. s�Y........ :m q 'a ..5� .,h'47 i0 tM.11ri,V Y � 5.� �� 't _ .' - ... ��V 5..�~Iµ„•t�'`� 1��, !$11ii(.1`YYIY r� �Y p, A _ GP-5. BOND Coincident with the execution of the Contract, the Contractor shall furnish a good and sufficient surety bond in the full amount of the contract sum. This surety bond, executed by the =4 Contractor to the City, shall be a g (a t r . faithful performance and completion of r the eworki for the n ; x accordance with the terms and intent of the contract documents; (b) the a p yment of all bills and obligations arising from this contract which might in any manner become a claim against the ��'• , ; City; (c) for the payment to the City of all sums due or which t _.: may become due by the terms of the contract, as well as by reason of any violation thereof b b',�5';=��. - • y the Contractor; and for a period one year from and immediately following the a P of4ar, a, r ' g acceptance of the completed project by the City, the payment to the City of all damage loss and expense which may occur to the City by reason of 1; yt I improper ;defective materials used, or by reason of defective or ; P workmanship done, in the furnishing of materials, labor, and equipment in the performance of the said contract. All provisions of the bond shall be complete and in full ! accordance with statutory requirements The bond shall b ' =-� executed with the proper sureties through a company licensed and1t"r•,•.r qualified to operate in •f P the state and approved "��'•"`�"�}:�a shall be signed b an agent by the City. Bond Y g resident in the state and date of " ` w= ';" ", bond shall be the date of execution of the contract. If at any time during the continuance of the contract the surety } on the Contractor's bond becomes irresponsible, the City shall have the right to require additional and sufficient sureties which the Contractor shall furnish to the satisfaction of the ' City within ten ( 10) days after notice to do so. In defaul ;, '•' fir..: thereof, the contract may be suspended, all t payments or money due the Contractor withheld, and the contract completed as ' � hereinafter provided. rY ,r iJ �.� :.. INSURANCE IN- GP-6. . 'g -6. 1 General: [Q~�E , ,•• The Contractor shall secure, pay for and maintain during the lifet .YYi '- +' of the Contract, insurance of such t [' ypes and amounts as necessary Li to protect himself, and the City, against all hazards enumerated " ` herein. All �}�<� Policies shall be in the amounts, form and companies satisfactory to the City. The �t insuring company shall deliver to the City certificates of x. all insurance required, signed by an authorized representative 4 and stating that all t provisions of the following specified requirements are complied with. All, All certificates of insurance required herein shall state that p\„ ten (10) days written notice will be given to the City before the yx �; 7a� { � �""^+ewnfrntm�,W {(�,ra<7X�y�7�.t'�'>3yk`�•'.&'f+A.S 5,�.'.�r�AT r1k•}St*g�MSSV'l�r'a9Ramw,.»aw.....,......,,,,,...--..... -,Y-. � ��[� �� z�! t r.':, .. �1 t r y •i� di. x r rTy��'{�3*k f'�idt,;�yt'��y R `�; t�, FL.Jt:Y 15.rt 5 1r r r 1 t .l OW i�� e. 7Jra arc t" S i.• , S i! 'it T �`��In•i 5:[z �3y �g[�,�� tfh. .sy4 F t. �r r ,. �,�}ar i��,ad•�i'�ef ty�`��t�,.�Gt�i�{: . i, `Sa .. •. . it 4r}t�t�,t'1'��rj r'�}�•�. t 14: C J Tom' .,•`'�� tt}r + m, is t; .....,. r. ,g 3 4°0'd policy is cancelled. or changed.shall be delivered to g All certifications of insurace the City prior to the time thatk ; operations under this contract are started. t any f > All of said Contractor's in an insurance company Certificates of insurance shall be written Missouri �' y authorized to do n the business i State of GP 0-411Y I ur Liabi 't & Insurance 1i y P a roe t v Damage Liability t y (1) Bodily In 'u ,°. Injury Liability insurance coverage for bodily injuries g providing limits , including death, of not less than per persona $100,000 Per (j and r accurrece. $1,000, 000 2) Property Damage Liability �,N ar �a� �:::,�t. ilit insurance coverage for limits of not less than $1, 000, 000 per one , aggregate to limit for the occurrence nor less than $� p Policy r" potic a 00, 000 3 E-antractoris rotective Bodil In `ur Liabilit & Protective J t . p t ro er. ma a Liab Da i1 it Insur of Subcontractors) nCe• (Covering Operations ( ) Contractors, contingent Policy p y 1,000 000 providing limits $100,000 per Peicson and $ of at least or death. per occurrence for bodily injury (Z) Property Dama a Damage Liability $1,000,000 per occurrence and $1, 000 0 Ul�g limits of at least aggregate. g GP-6.4 90actual Liabilit }; (1) Property Damage coverage with $1,000,000 aggregate Limit. , GP-6.5 Ownerls Protective Liabilit and Pro ert Dama a Insurance The Contractor shall Liability and Property Damagesinsuracegissued inn the name t` T• Owner and the Engineer as will protect both against me of the claims that might arise as g nst any and all Contractor or his subcontractors in full 1 ing thpis erations the The minimum amount of such insurance shall be the same as for Bodily Injury Liability equired Insurance. This policy shall beafiled with t he Damage Liability filed with the Engineer. Owner and a copy GP-6.6 Exclusions a The above re lfabil,ity shall ontain no exclusion3rela•5 for property damage relative to: (1) Blasting or explosion. for possible deletion of this(re sult Tech. Specifications Part I requirement on subject project. ) t. t tY a1 � '�,' y5,({,',Nt K.'SN 4`f ', t 5 FY"+ K j:M } * y., F t, • ! ^„^r•` { r r '(f 1 r t } � }Cit (�:yA,{•. JL-�1- '�k `t•?`,l r{,�5- y..r3 - `1, t',r-�` 2 4 } r 1 'r r y � r,t F�'i2t! ,vcst i3 Jas t,t `'?�K..�t >r rb ^ ia� ,gsjs',`;i�.Y '�,kv�'�tS i.c! t ' P�f t ..a, r > i�:>,� ) y)r r ' k tt ys }•`•r �t} 'w;� .4j tt rd 2 .t +t;r a its$z * �LS '�-7"a�'•�°r�2, ti r. SS ��iir'kt �,{ ,� ., '.+, t ,.. .,t r !�Y. t s if,+qQ�{,.� � '�k ,"j.'r ^� l�t� J'? f�. ✓r/ F i �'atlti:+y1 ,,:f. t .. i✓^ t 7�t t 'r t°(tiii iY ,..:t f'rtt ...,o7C 4J ^.d?4�� ,5L!,XI:;y Cp ;'. �";'; f .�9t,S'., d t'4�•f�� yr y-T,},i,Rm KL ti,n�t f+a r fh 4 fi s a 1}'CV r i�ti{e.fi'�.t'.t t:3e,4 F rlfl d f ' tt d}r r.:.a+v t c; r t I 1f,' tt r t `s'ti':i k r t r t} ,t i..;s ! js,p.Urt r'r 't 7iL's nr tt.,,r,(:t.t f{ik 3�ty+t 7{x�r17,y.,4+.•h J t3 3§ —A, "All r u tt t E h ky,iy'y j_''etii t y s'.tf S a '�y`9 + ( } ;{ T. f (2) Injury or destruction of property below the surface of the ground, such as wires, conduits, pipes, mains, sewers, etc. , caused by the contractor's operations. (3) The collapse of, or structural injury to, any building or structure on or adjacent to the City's premises, or injury to or destruction of property resulting therefrom, caused by the removal of other buildings,, structures, or supports, or by excavations below the surface of the ground. GP-6.7 Automobile Bodily InjuM1 Liability Automobile Property Da]Ma e Liability InsuraLice (1) Contractor shall carry in his name, additional assured clauses protecting City, Liability insurance with Bodily Injury or Death Limits of not less than $100, 000 per person and $1, 000, 000 per occurrence, and property damage limits of not less than $100, 000 with hired car and non-owned vehicle coverage or separate policy UM, carrying similar limits. The above is to cover the use of automobiles and trucks on and off the site of the project. dP-6.8 Emnloyer's Liability and Workmen's Connensation Employer's and Workmen's Compensation insurance as will protect ";0 him against any and all claims resulting from injuries to and death of workmen engaged in work under this contract, and in addition the V Contractor shall carry occupational disease coverage with statutory limits, and Employer's Liability with a limit of $100, 000 per person. The "All State" endorsement shall be included. Al In case any class of employees is not protected under the workmen Is Compensation Statute, the Contractor shall provide and cause such contractor to provide adequate employer's liability coverage as will protect him against any claims resulting from injuries to and death of workmen engaged in work under this contract. GP-6.9 Installation Floater Insurance This insurance shall insure and protect the Contractor and the City from all insurable risks of physical loss or damage to materials and otherwise covered under Builder's Risk not equipment, Insurance, when in warehouses or storage areas, during installation, during testing and until the work is accepted. It shall be of the "All Risks" type, with coverage designed for the circumstances which nay occur in the particular work included in this contract. The coverage shall be for an amount not less than the value of the work at completion, less the value of the material and equipment insured under Builder's Risk Insurance. J The value shall include the aggregate .value of the City-furnished 41 Uk t M& 'R Y -;n-nn", 01, �,N M equipment and materials to be erected or installed by the ?s Contractor not otherwise insured under Builder' s Risk Insurance, Installation Floater Insurance shall also provide for losses, if ,:� '=f any, to be adjusted with and made payable to the Contractor and 4 the City as their interests may appear. 4 $. _.... If the aggregate value of the City-furnished and Contractor- furnished equipment is less than $10,000 such equipment may be .Y covered under Builder's Risk Insurance and if so covered this Installation F1 omitted. otter Insurance may be GP-6.10 Responsibility s:. Contractor's for Other Losses For the considerations in this agreement heretofore stated, in addition to Contractor' s other obligations, the Contractors` assumes full responsibility for all loss or damage from any cause whatsoever to any tools owned by the mechanics, tool `F' t ancs r 1 ' machinery, equipment, or motor vehicles owned or rented by the Contractor's, his agents, sub-contractors, material men or his or their employees; to sheds or other temporary structures + ' scaffolding and staging, protective fences bridges and sidewalk 9 9 9 P hooks. The Contractor shall also assume responsibility for all loss or damage caused by, arising out of or incident to larceny, theft, or any cause whatsoever (except as hereinbefore provided) 7,t,•fv to the structure on which the work of triis contract, and an modifications, alterations, enlargements thereto, is to be done, .i and to materials and labor connected or to be used as a part of the permanent materials, and supplies necessary to the work. GP--6.11 Contractor's Responsibility on Damages & Claims Indemnifying Citv The Contractor shall indemnify and save harmless the City and }- Engineer and their officers and agents, of and from all losses ,41 damages, costs, expenses, judgments, or decrees whatever arising a� out of action or suit that may be brought against the City or Engineer or any officer or agent of either of them, for or on n account of the failure, omission, or neglect of the Contractor to { do and perform any of the covenants, acts, matters, or things by this contract undertaken to be done or performed, or for the injury, death or damage caused by the negligence or alleged negligence of the Contractor or his subcontractors or his or . t� ?. � their agents, or in connection with any claim or claims based on the lawful demands of subcontractors, workmen, material men, or suppliers of machinery and parts thereof, equipment, power tools {' and supplies incurred in the fulfillment of this contract. yy GP-6.12 Notification in Event of Liability or Damage �= of j. q WM Upon the occurrence of any event, the liability for which is herein assumed, the Contractor agrees to forthwith notify the City, in writing such happening, which notice shall forthwith give the details as to the ha z g happening, the cause as far as can be is t L i a Y s p'. s w.. „v ~• } } t' r: { > ��c{7Y}.Y'f f�(�YK��,��,`:�'p t` ' r "; �,''� 2, '4 ra '• 7't �}�^>1hz,.:r. ` ��t?y ,`f's > N� : ✓ ,"prf,t 4 r f t i (^ x ( c;.�1�-IIr f {' : � x;. t ,f rr}�t art ,4x�'r, ' yt, :rPC4��.k,'��-��,na 'r`t;4vgg"yX�,e.Ss3't`� �1:^iV t t177r'`Ej 74 � + kl•`4 f:'. r._ �� ,. 4 nc '�,r ti'. '�( t i.;,(}L•� ��`uy,Ya , ��} x* Ixlh. ve ,Ks `rC >` t'Gy Yt.l i7•r; _ t Z t. ...}'s it: '�. Y'' } r 3'Jt.�4��:�_.&r ;tf� 4'�rt, ` �F, 4 � 7' `. + T ag G iP'YtS iA 5�b* c ,'.'+ ii$.akJ'tati?•:aiA.x.�u.U......: __.:..,.,, .,. .....,... . t'.0=•C _.0 . t v ascertained, the estimate of loss or damage done, the names of ` witnesses, if any, and stating the amount of any claim. GP-7. ASSIGNMENT OF CONTRACT The Contractor shall not assign or transfer this contract nor u, sublet it as a whole, without the written consent of the City and of the Surety on the Contractor's bond. Such consent of Surety, {r, together with copy of assignment, shall be filed with the City. No assignment, transfer or subletting, even though consented to, x' shall relieve the Contractor of his liabilities under this ' contract. Should any assignee fail to perform the work undertaken by him in a satisfactory manner, the City may at his :. option annul and terminate Assignee's contract. y�y` °iFx;•;t GP-8. SUBCONTRACTS. PRINCIPAL MATERIALS & EQUIPMENT Prior to the award of the contract, the Contractor shall submit , , for approval of the City a list of subcontractors and the sources of the principal items of m aterials and equipment which he " proposes to use in the construction of the project. . ri,;r:tg^ fix; a The Contractor agrees that he is as fully responsible to the City for the acts and omissions of his subcontractors and of person '' . either directly or indirectly employed by them as he is for the '° > acts and omissions of persons directly employed by him. Any •.r�:,;� 3, notices to the Contractor shall be considered as notice to any affected subcontractors. Nothing contained in the Contract Documents shall create any contractual relation between any subcontractor and the City. fi .': No officer, agent or employee of the City, including the a Engineer, shall have any power or authority whatsoever to bind the City or incur any obligation in its behalf to any subcontractor, material supplier or other person in any manner whatsoever. .} GP-9. OTHER CONTRACTS r �� The City reserves the right to let other contracts in connection with this work. The Contractor shall afford other contractors reasonable opportunity for the introduction and storage of their materials and the execution of their work and shall � Properly ..; connect and coordinate his work with theirs. If any part of the Contractor's work depends for proper execution t "may' or results on the work of any other contractor, the Contractor shall inspect and promptly report to the Engineer any defect in ?w , such work that renders it unsuitable for such proper execution ;.'tasks and results. F` His failure so to inspect and report all constitute an acceptance of the other contractor ' s work as fit and proper for the •,s�F. P P rc S Xt A4 R .�t?^],4,r_ ti 'f4',7 t w�``•�• t }'',».S.y,Fk�3�^a;.;l.'ef'F�q J�N f tvi.�r."'('+S tt}k�l fi.}_i S.t�r;3 ii,1 j1 t`tY r'w�..9'.'T'i i�FGltllli' C o'Sr i fiY 'J'1Q` •'°TS:t� 'C�'l2(UPSM.wwf.r''!" t psM R ' 'r ' y.i .r i,r r f. Y .�"t a`�h, 4`i%ir+Ri.'CY3Y rr�..�t'!Fu•{'!t 1 Jy,am,}!•i�i5 y 3#,0 o b t�i'l .i. 7, Yt�• i 4 F.. r� 5 1.� 1 r • i(t� `��°w � (.�,k'I�X� � ' n9^j' i 7_a�•:•Sa ti "'Y � , a + 4 { r , f i`<$ +'4;�` {i1`c i, tt.. ? t ., piS` r .vk.. �, i E,_r �r...,}r:�z.`�+Ryl� A J i ti 'it 3� ,j5 '�a•Y 1 't,;F? . y!i�Fr °e+ + :R � ` t 'i �•, t ' tit r' fi ,{r1 '�1tN.tC't3;" � M r{..3s.�s:t5�,•S�y'�j`stt`� rp.C i Y 1 t'.''r r` 't t k t i �+ t,t e$�� ` r� a>xo-t •d,� + j t f . . r ,r ' c .. c i` ,+ , g��-?t �„aj�? i' ti reception of his work, except as to defects which may develop in the other contractor's work after the execution of his work. •,r; Wherever work being done by the City' s forces or by other contractors is contiguous to work covered by this Contract, the respective rights of the various interests involved shall be established by the Engineer, in order to secure the completion of the various portions of the work in general harmony. GP-10. LEGAL RESTRICTIONS, PERMITS AND REGULATIONS `" 4 The Contractor shall procure at his own expense all necessary licenses and permits of a temporary nature and shall give due and adequate notice to those in control of all properties which may iFa'=Ex, ` be affected b his operations. Y -k° Y P Rights-of-way and easements for =�x�� °��•��? xY permanent structures or permanent changes in existing facilities ,tI The .se specified.o shall be provided by the City unless thi ecifi®d P Contractor shall give all notices and comply with all laws ordinances, rules and regulations bearing on the conduct of the work as drawn r = or specified. ;:t 1 i GP-11. ROYALTIES AND PATENTS ' -' •z "` <' It is agreed that all royalties for atents or P Patent claims, infringement whether such patents are for processes or devices, �'• that might be involved in the construction or use of the work shall be included in tfay F tY the contract amount and the Contractor shall : I satisfy all demands that may be made at any time for such and ; shall be liable for any damages or claims for patent infringements, and the Contractor shall at his own expense, defend any and all suits or proceedings that may be instituted at ed ngement or alleged n any time against the City for infringement g infringement of any patent or patents involved in the work, and in case of an award of damages, the said Contractor shall pay ,.: such award; final payment to the Contractor by the City will not Y be made while any such suits or claims remain unsettled. s. GP-•12. SCOPE AND INTENT OF SPECIFICA'T'IONS AND PLANS 5f,, H; GP-12.1 General These Specifications and Project Plans are intended to supplement, but not necessarily duplicate each other, and f' together constitute one complete set of Specifications and Plans so that any work exhibited in the one and not in the other, shall be executed just as if it has been set forth in both, in order that the work shall be completed according to the complete design °~ of the Engineer. Should anything be omitted from the Specifications and Plans which is necessary to a clear understanding of the work, 'or should it appear various instructions are in conflict, then the Contractor shall secure written instructions from the Engineer before proceeding with the construction affected by such KIM t � < €. r J,t: !r + �T.=.' 1 J r {t. '.d Groh rya t'th`��"3 xt'�'�°�t��=••i'� �+�� ' � FIJI 1Scj z g t ! $f.'r#f'>,r t'� br�d� �t�+ k�''t'i'c •kt r,�t� + �s�ti 3'l,1-i � a S t � r .{ +yt 4r +� �'� { °�`��t.i ) • ° '4, .N � �Y��..°'¢�+;�� i �S ~at�7:i�. ��'�r it t+ }��1{. {4 yak. { :4,t 1 yt�s�3�{�.7 Tllnt+fty�R`x fi�fL}r �!°P=e .r�a'a� $ti's }{+ ,�'.i tS} �!!}tp r' � �G" 4 4 1F-�(i?FJ�•f 9 .t� y t s: r s i}. .1 t' L t f11 T��11"1�{" T t ty y !s r k ria•' ,�4•;' .tt t"i� • c. tfli5 srl!� 1y}, �Y� i t rt s t ..1. " ,t S t�7,.�'.,t'�`�.r t&I'{ t. a �, • t7t omissions or discrepancies. It is understood and agreed that the work shall be performed and completed according to the true N=. spirit, meaning and intent of the contract, specifications and plans. ; t GP-12.2 Figured Dimensions to Govern Dimensions and elevations shown on the plans shall be accurately ' followed even though they differ from scaled measurements. No work shown on the plans, the dimensions of which are not r indicated shall be executed until the required dimensions have been obtained from the Engineer. a: x GP-12.3. Contractor to Check Plans and Schedulesfr. The Contractor shall check all dimensions, elevations and quantities shown on the lans and P o schedules given to him by the Engineer, and shall notify the Engineer of any discrepancy between the plans and the conditions on the ground, or any error `? or omission in plans, or in the layout as Bien by stakes ypx t. points, or instructions, which he may discover in the course of fir.:•:. the work. The Contractor will not be allowed to take advantage ., of any error or omission in the plans or contract documents, as F;c' full instructions will be furnished by the Engineer should such ,.4 error or omission be discovered, and the Contractor shall carryr*,, ` r7-- out such instructions as if originally specified. ` The apparent silence of the Plans and Specifications as to any detail or the apparent omission from them of a detailed description concerning any point, shall be regarded as meaning that only the best practices, particular trades or industri s invol ed shall beused accepted by the r GP-12.4 Standard Specifications Reference to standard specifications of an y technical society, organization or association, or to codes of local or state authorities, shall. mean the latest standard, code, specification, or tentative specification adopted and published at the date of taking bids, unless specifically stated otherwise. " r GP-13 CONSTRUCTION REPRESENTATIVE AT PROJECT The City may appoint or employ such "Construction Representative" f 4 as the City may deem Y Y proper, to observe the work performed under this contract, to the end that said work is performed, in substantial accordance with the plans and specifications therefor. The Project Representative assumes no direction of employees of the Contractor or Subcontractors and no supervision of the construction activities or responsibility for their safety, The sole duty of the Project Representative during the construction �2qi` t F {. I S:Yn✓t i�^+,„ t41 t" 7r, i'"'7= ��.1"..�{t� r�,rt .C�h�J�}�s��+�l `+ �' ! ".+T f � , i� t N7 t� y r ..fit, r � i r}t1tq��•,�1".+, v : ,. `�.,.Li { ' iF �yi d r�i xi f�.e3 ht rx`ii t.11 � ' F• ; i i 4 rt:. i. t 1 I r. t a» .�."k,�j�� /yt,Y i x tt.�' a lr .5r r ,. i t 7 • .11.tfi .>a {ti [ r 3r r ka4 r yS t Sti �'' r.t r,;t t 11 �.t ; e "'•. r c + �. '+ ,g>r. y��a{, 7�°•i. '..��1 y,,}.'(��1' ,�' �% '�y$' + C q . �{h cs YYf d �" + t s-r } t� a •.z j rs ¢ Sy�'r d X'f{�.y i � t ,y� t rat r# ;1, 1. ..t 7r, . ..;' t .+ t ,� {• J '1F. SCt``.ts�T� i� ,.. � .r.Yx•"" S 's'VF,J >k �1 t�.. ;fist •[ sty 51�, {'1q i} t� �� ., S y; k•j• �� .�;�t{yr t` '� i1 1 c•. s r " a� 1 YtFxt c ., ij ff } ' a IiVl t ti .si'�,?; � •rnt,N.a.u.LiT..,.1 ._-.+�ii.r+iM%tlMEO/".RITpt. . M. AC N, h+.r�r,1....... . _ ...._.J......+:i�w1wAIM1+at1� �i is to the City to endeavor to protect against defects and deficiencies in the work. The Contractor shall regard and obey the directions and ;. : r4r ' instructions of the Construction Representative so appointed, ppointed, when the same are consistent with the obligations of this � ��;}�yr�;ry;*�'$?�'•`'r 1 contract and the specifications therefor, provided, however, that 3 should the Contractor object to any order given by the ;F Construction Representative, the Contractor may make written appeal to the Engineer for his decision, The Construction Representative and other properly authorized representatives of the City shall be free at all times to perform a} .1rrs .,�`.,,`.�•.! fi! their duties, an intimidation or attempted intimidation of an one of them by the Contractor or by any of his employees shall be tnrM sufficient reason, if the City o the contract. , y so decides annul `�"�'�"" rt h��y,,sj,,4 Such construction representation shall not relieve the Contractor from any obligation to perform said work strictly in accordanceS" with the plans and specifications or any modifications thereof as heroin provided, and work not so constructed shall be removed and made good by the Contractor at his own expense, and free of all expense to the City, whenever so ordered b the Engineer, without `' '<n '4 Y g r f :;: } ;: reference to an previous oversight in observation o£ work. "''Any defective material or workmanship may be rejected by the Engineerri1:''utW '.=. at any time before the final acceptance of the work even though the same may have been previously overlooked and estimated for "� .. payment. : ! The Construction Representative shall have no authority to permits` t: any deviation from the plans and specifications except on written 'w order from the Engineer, and the Contractor will be liable for any deviation except on such written order. All condemned work shall be promptly taken out and replaced by satisfactory work, and all condemned materials shall be promptly k' removed from the vicinity of the work. Should the Contractor €' fail or refuse to comply with instructions in this respect the City may, upon certification by the Engineer, withhold payment or proceed to terminate contracts as herein provided. Y rt' Reexamination of questioned work may be ordered by the Engineer, `k and if so ordered the work must be uncovered by the Contractor. , If such work be done in accordance with the Contract Documents, the City shall pay the cost of reexamination and replacement. If such work be found not in accordance with the Contract Documents, ,, 9 the Contractor shall pay such cost, unless he shall show that defect in the work was caused by another contractor of the City and in that event the City shall pay such cost. 0 The Contractor shall furnish samples of testing purposes of any material required by the Engineer, and shall furnish any information required concerning the nature or source of any material which he proposes to use. Mh w„ . r7. ,x�`^• "ft '{ 7 h4i+ tib5. _. N'`Y a .oft P�n Y..ts..��tW'Ata'i.0 y�`�4� y.. 4 j: =off L A{t..a9�4, � f p r . ..l � �.t 'a kyrx`t1 r��Y»$7.��• s a� 1a 4 "a ati t ,1 f �z r .,✓ � 7y d t�t t r y 3 d ! .ms t t.yfp .fi. 4 r 9F d t y y ! "`�.;� .:• .'( a fit: .t}) f �ur�iJ ti+i�ti.id il¢r h J kLi4 t S•, t ,. .< :�� .,� v�, J.irk,y t,tt�a�/�h� d� . a"7nY �k �,y 13sma,4,k it P ;s i y�. a s S 2Y'+eriA4'-w ,� Slk,srr2: "^AhkYrti. st+..wa+:.sw..o.:..•.R......a...<t.-.,....,:Ii L).L dii.. ;� .. q1 s:fj ri.kY ffGGAAAYklMi1 d mo + GP-14 LINES AND GRADES - The Department of Public Works will set construction stakes establishing lines, scopes, and continuous profile grade in road work and canter-line and bench marks for culvert work, and i LJ appurtenances as may be deemed necessary, and will furnish the R Contractor with all necessary information relating to lines, to lay out the work correctly. The slopes, and grades, Contractor shall maintain these lines, grades, and bench marks ' the work he is to perform under this and use them to lay outAk E contract. ; ..;. The Contractor shall notify the Department of Public Works not gin: less than 48 hours before stakes are required. No claims shall be made because of delays if the contractors fail to give such ± ` n`}tt 44�ry notice. The Contractor shall carefully preserve stakes and bench marks. rS displaced, or i; If such stakes and bench mark become damaged, lost, p ; removed by the Contractor, they shall be reset at his expense and deducted from the payment for the work. I Any work done with being properly located and established by i t'.y 1 r" base lines, offset stakes, bench marks, or other basic reference points checked by the Construction Representative may be ordered " removed and replaced at the Contractor' s expense. z i; s . The Contractor shall furnish all materials needed for the staking. GP-15. CONTRACTOR'S RESPONSIBILITY FOR MATERIALS k ' The Contractor shall be responsible for the condition .,of all materials furnished by him, and he shall replace at his own cost and expense any and all such material found to be defective in >• design or manufacture, or. which has been damaged after delivery. g This includes the furnishing of all materials and labor required for replacement of any installed material which is found to be defective at an time prior to the ex iration of one year from y P y the date of final payment. 4per?, is'J' . The manufacturer of pipe for use on this project shall certify in writing to the City that all materials furnished for use in this l project do conform to these specifications. Whenever standard - � of the test results ��•�'{ ;;r' tests are conducted, he shall forward a copy ' ' to the City. GP-16. WATER ,Tf All water required for and in P connection with the work to be performed shall be provided by the Contractor at his sole cost ;tk and expense. ov--l—--7—. 4a,� fk;�4�, )' .fS �'g:k.a q�. ;; t.�P .p .( 2 x GN }' ' .4 kh F (K�.'�4j'SI.'.v`'-'�`•4/ ♦ n i3 y,iri7 ` 31f1i'��1, "iSit ,ar ' Ir.. 1 �i�}� �:>.�'S y�3�'`. ) .1��.� .h �1 c 't5" f 7 .y.«•' ` Yk .cY!3 �i'�+1 t t,,�, y'�w,�.i�r 1 i�,i�sr�`. i fi'r 4^p %N $:°'�'IS'r-4�t,FI? N i. , t Y eti 1 t :•1 tr? jtGt Psj+!'�,.r<,�ik2�,�,°✓t�,�"'�l'�tta rA' +� kryp,�. •ut7 i 1�1.. y `r.y` �i �',!' � k�i;: ,�F.gis.Q�'c�$�,x3�`�. r 8,. .vr'i 3.f" "SAi'�t✓ r t yt��y 3 ! 1 _Y t :r � , ,fit. {• `.i,, "110 lioda- u . ':k`•f.«`'t 1:dy''.S'. C.2 :wuiwarv"ul 7YiSi'Iti {. �° ',a�.Rtlntlnn �'�s �,yy t 21, d GP-17. POWER All power for lighting, operation of the Contractor' s plant or equipment or for any other use -by the Contractor, shall be provided by the Contractor at his sole cost and expense. !A�'v GP-18. SUPERINTENDENCE AND WORKMANSHIP The Contractor shall keep on his work, during its progress, a {"r: iuiv, } f competent superintendent and any necessary assistants. The y: superintendent shall represent the Contractor in his absence and f ti all directions given to him shall be a s binding as i f given to =`t? the Contractor. k . ` «yaw a The Contractor shall provide P proper tools and equipment and the services of all workmen, mechanics, tradesmen, and other ' ' xt employees necessary in the construction and execution of -the e work contemplated and outlined herein. The employees of the Contractor shall be competent and g to perform satisfactorily the work required of them. Any employee who {wrr. ft 'k 4 f+lq } S is disorderly, intemperate or incompetent or who neglects or refuses to perform his work in a satisfactory manner, shall be promptly discharged. ;7 It is called particularly to the Contractor's attention that only ' first class workmanship will be acceptable. : ° GP-19. MAINTENANCE OF TRAFFIC Whenever any street is closed, the Police Department, Fire Department, and Ambulance Services shall be notified prior to the closing. When a g portion of the project is closed to through traffic, the Contractor shall provide P proper barricades and ' shall mark a detour route around the section of the project if applicable. The route of all detours shall be approved b the °..; Director of Public Works. All detour signing shall conform to the "Manual on Uniform Traffic Control Devices". R• Throughout the project, wherever homes are served directly from a street or portion of a street which is to be reconstructed under ` this project, the Contractor shall make every effort to provide access to each home every night. This work shall be subsidiary to the construction and no direct payment will be made for it. BARRICADES AND LIGHTS All streets, roads, highways, and other public thoroughfares x: p which are closed to traffic shall be protected by means of effective barricades on which shall be placed acceptable warning signs. Barricades shall be located at the nearest intersecting public highway or street on each side of the blocked section. "{f ry "`'•" 7 �{.@ .:•r�yyt,',i1:�; !lIR�F"�* .y`tea a tt ' T,I rr(Ti"ik''*tt4 � r 4if xy tgj '""�`"ti��'i.i.r hiii�,�'�r it �C`fit k T e��iC 1. t 4 ,f �4�,y+u A •�'� " 's �� sr"t�R��1 J`� t,t�'�� .i .6�� 't ��a.,�lp.�t',}.f^, `�7,td�jls�r'tts��}Y'-tFL'S�s i�:"'*>�ry•��M i�,�}' S�,i'Jai �} N�iL�'``i"it's�'* 1 F�•'�.i ""3 41p� . a'� it�wa s &� Na',lt1• f 3 yy k r �M?' 6 XC� �, c(+•y {�» {� t ,R Nam`,r ro9�.m �< t {�� .�ih•�� f�t�w Pi L7!�"k:i t .��,�tel�'Y^7t y��x�>Ei �� p'y ��5 v�k af�°�Tk "�,ft frA, t4 1 4�$°� t 'L trr�il'�aa�ti€ (ft Afr ^ 31'J',� b�a•' r.r�'- J iu��{ '•' y t{g / a$,}.aja H� y.Hl t�' p.. } `f-.+ip Y' A vet { rvp ` ... �` t #4 R f .rl�� 't'{}l4ci.�b , �"' 'S£ 517t��f Cf''.,1.. tT> r y fit^ xd1•�ti ¢tfr t! 1,?'4 4+. �• t +rt 't s� 1 e t �- t i� P � z at"X-�,,fi�}� t, 2'+14vj rro t hf 4c +7��'� ,��t1�t�fl � •t iC 'n y.� i t. �'1 d ,c 4'tr 3 1f f �+. •t .}t, c Jt a S r i TY[.t J i" tt : t,(� •, �' I11;ftr x �; ,r:r';+7(;s.,r � r' t �t.d,r,,�`y+>r 4'+ ',:.. f t }.y C> �+'k�}1 m:J�)w. it F, •.f+ .y5} j:"'a'°.. ,ayt y�(t �5,`�cr>t ,.x �S•�h .as;•�..yj .r'F.�,� t yi f 'i`r `i t t + r ''. �7�ri" j 1 r §r}r s�;ro3�=%+ "f"' .it,�k :�',§�. •�"1h� �,5�`a �. �. .�ySa Fj�'f fit' tli S +. i,. i r+'} �,r i " � .r c � `'°"•2, e ! •a 4u�",�'`� ¢„t•, •.�. t 'fit”' (j�. t �2;lklin;� All open trenches and other excavations shall be provided with {a` Alf suitable barriers, signs, and lights to the extent that adequate protection is provided to the # ' p P public. Obstructions such as ,� > material piles and equipment, shall be p provided with similar warning signs and lights. ,' ' All barricades and obstructions shall be illuminated by means of k> warning lights at night. ' All lights used for this purpose shall >r >; be kept burning from sunset to sunrise. Materials stored u on or alongside public streets and highways shall be so placed, and the work at all times shall be so conducted, as to cause the minimum obstruction and inconvenience to the traveling public. All barricades, signs, lights and other protective de vices shall �� ,,nr� , be installed and maintained in conformity with applicable �,:{ ;�=;'y R statutory requirements, and in conformance with the Manual ofi��' ` t Uniform Traffic Control Devices. All necessary barricades, signs, lights and other furnished, ,•�r' ': : g g protective devices will be installed and maintained by the Contractor. This work shall be subsidiary to the construction and no direct payment will be made l for it. GP-21. EXISTING UNDERGROUND INSTALLATIONS AND STRUCTURES ' c -" Pipe lines and other existing underground installations and Y ' ;1. s-, structures in the vicinity of the work to be done hereunder are ` indicated on the plans according to the best information r` Y y guarantee the accuracy "> available to the City. The City does not y of such information. The Contractor shall make every effort to locate all underground pipe lines, conduits and structures by contacting owners of underground utilities and b y prospecting in advance of the excavation. Any delays to the Contractor caused by pipe lines or other underground structures or obstructions not shown by the plans, or found in locations different than those indicated, shall not { constitute a claim for extra work additional payment or damages. SA�q„ . No payment will be made to the Contractor for locating and :u :' { f` protecting utilities and cooperating with their owners, and any damages caused to the utilities by the Contractor's negligence saes s�}: � 1� *IgA{ li shall be repaired entirely at the Contractor's expense. L`.5tµ't' Utilities, other than sanitary sewers and water mains, which, in the opinion of the Engineer, must be moved will be moved by the utility company at no cost to the Contractor. Sanitary sewers ' which must be moved shall be re-laid by the Contractor and paid } for at the prices bid. Only sewers which must be moved because rR, of• direct conflict with the storm sewer conduit will be paid for 1 in this manner. Sewers damaged by excavation but not in direct conflict with the storm sewer will be repaired at the a Contractor's expense. >tit + 1 , , � "'x,* ')xF r�i'IT+7 tiT� 7• �7�^� 1 trd�" 4 �t ,. ,� �t >}XiS�•+j#+i1F'ft� 7 .t.�}r.ty�� Z `, v� + n + ..rw �F, + } 'S It t� � , , li I { .r' r �4 f t�t Z ,i� ri ,�t f � ',�''tir,�+• � '1 trr«',s.'X it}-�Fy 7 r. ,v r f�}. 15r xt eYd tYY 'QP :.)GJY t r54 `'ti'i a >e r{.•§ t s aF. ka� ,��ii� +> ' R.r � y.t +{ d E `♦ �t ' � .-EJ`'R+��li 1 '.,Y .''i i3 Nr��. �. = fir. '�t�•�f��:s�'�,��.t ri i., i!'�F C it�?5 t, ..'"-, t,� , ' '�� ` " ``,t`�'?".+�J��,y}tf�s� t�^�n� ' d r a,��'�Yd• � c N{+ /r. �i t �'` tt { , t d5t� }` � ', + i�sr"sipi tt do v to 4.1 ktk„,�?$.a��y �fc', ;.+ y't t } b Fr 3 4t;r r1 .e �' �,'rr t �r"� t t4 tt•'. + w 1 K r' �r l_• t� La)Syrr t s i }'W:t � ,F'7i i , �i +R,, },i4., .n � .. 3tu ,cif, tn� „r. tk .r t s } et}, �r t .t t ty r 4.• t .f i a t :.3 a,i..1. F 'r- g,*+ '�,.:�;, *TR F •`yy !;+' �?r ' •7'+r'" ., tn tjzf c i�r y4+y5. .a'bi , r.. J ; t f Ylc t Nk Sf 7x' �"ir 9 5.. GP-22. PROTECTION OF WORK AND PROPERTY T# �K w� The Contractor shall be accountable for an damages from Operations. Pais o P ns. He shall be full responsible ibler forltthe Protection of all Y p Persons including members of the public, ; employees of the City and employees of other contractors subcontractors and all tors or public and 4 structures, sewers and utilities aboveri and bePrope ground,including beneath, above, across or near the site or sites of the work,aloe other persons or property which are in any manner affected b g' work or prosecution of the e work. y the The Contractor shall furnish and maintain " equipment such as barriers signs, all necessary guards safety g warning lights required to provide adequate protection of per persons and as `ral r The Contractor property. shall give reasonable notice to the owner or owners of public or Private property and utilities when such 4, .. property is liable to injury or damage through the Performance L"1\k'itt t k the work, and shall make all necessary arrangements with s of nn°$ �rM� owner or owners relative to the removal and replacem nt such { v., .4. i protection of such ;x Property or utilities. In an emergency affecting the safety f ,' t.. x. a' adjoining pro ert Y life or of the work or of ¢` P y, the Contractor, ' or authorization, is hereb without special instruction , ' prevent such threatened permitted to act at his discretion eatened loss or injury, etion to compensation, claimed by the Contractors n account of emergency so act. Any work, shall be determined by agreement or arbitration. I� iY w The Contractor agrees to hold the City harmless from t. loss or damages arising out of m any and all . other labor troubles of any kind that i may occur disputes or t` construction or performance of this Y during the ' contract. GP-23 GUARANTEE OF MATERIALS AND WORKMANSHIP ' The Contractor hereby guarantees the work in connection with this t contract against faulty materials or Poor workmanship during the period of one ( 1 ) year after the date of completion of the contract , t GP-24. NO WAIVER OF RIGHTS Neither observation of work by the City or any of officials, employees, or agents, nor any order by the City or a nt of money, or any payment for, or eicceptance of, the whole y part of the work by the City, nor any extension of time, nor any possession taken by the City or its employees, shall operate as a waiver of an ' y provision of this contract, or of any power herein reserved to the City, or any right to damages herein provided, nor shall any waiver of any breach in this contract be held to be a waiver of any other or subsequent breach. �' FJfi. n 1r�r�s tcc i 15 t j �¢yI J '#'S FS dd��twyy{� 3,� i . }�•�'S. q`Ik, I }"f��^.�'v+' '°tt'ik�6 tc.6. ?' f M1 '�.�- t r j,. . 5 t '{ .i t� ''�tf `tl tl ISi r`fJf '1��'� �ti ;S •f. fYkt* y,-,it._�7 t .��N �,�t t �•a�9icvi(` m' 7'. ;d,tr h s; s i•of a i ut'7r It. ,i . :,., d.'t r '. ' , ' � ' + t ''t r � rt9�,,��"L�� Tt [t .' Va.Xx :«+5t,t,....., d : ......xefim.*tin"+s�? °s�.J,`�� t..4'4`:' ` `�� t.'H aa '! 'k+:(A?415,+ .s ,i'3't:-5't,` • GP-25. USE OF COMPLETED PORTIONS ` If desired by the City, portions of the work may be placed in .. T� lea service when completed or partially completed and the Contractor '``` shall give proper access to the work for this purpose; but such use and operation shall not constitute an acceptance of the work, " •: and the Contractor shall be liable for defects due to fault construction until the entire work under this Contract is finally accepted and for the guarantee 5 �� . g period thereafter. . GP•-26. ADDITIONAL, OMITTED OR CHANGED WORK k . y 7 +�wyys q j The Owner, without invalidating the Contract, may order ��•��'� additional work to be done in connection with the Contract or may alter or deduct from the work, the Contract sum to be adjusted accordingly.y. A11 such work shall be executed under the ' conditions of the original Contract and subject to the same standards of workmanship nd included P performance as though therein The Engineer shall have authority to make minor changes in the work, not involving cost, and not inconsistent with the of the ® Purposes work. ;,,:�:��,•.'; Except for adjustments of estimated .r ,.• �+ work or materials to conform to actual quantities for unit price pay quantities therefor as i may be provided for in the Special Conditions, all changes and alterations in the terms or scope of the Contract shall be made under the authority of duly executed change orders issued and • , signed by the Owner and accepted and signed by the Contractor. <.'.' All work increasing the cost shall be done as authorized by the Owner and ordered in writing by the Engineer, which order shall ` state the location, character, amount, and method of " compensation. No additional or changed work shall be made unless in pursuance of such written order by the Engineer, and no claim for an addition to the Contract sum shall be valid unless so ordered. `. If the modification or alteration increases the amount of work to be done E and the added work or any part thereof is of a type and character which can be properly and fairly classified under one or more unit price items of the Proposal, then such added work or -, part thereof shall be paid for according to the amount actually done and at the applicable unit PP price or prices therefor. Otherwise such work shall be paid for as ' ' Extra Work" as hereinafter provided in this Article GP-26. z' If the modification or alteration decreases the amount of work to be done, such decrease shall not constitute the basis for a claim s for damages or anticipated p profit' on work affected by such decrease. Where the value of omitted work is not covered by ,applicable unit prices } the Engineer shall determine on an t equitable basis the amount of: i` n �`"r'Sa 3.��'�ts�fd'•�fS c + + tdap3. ,t2`. ,k,,�t''��tU�,!(�;' t 1"5 Y � + t ti. t j f"'� p+'y {✓.� W ��}t> iti ` ��'' jr�'SC ky k*.(.:.it � L:.+� Y,: n, ( � al� I,,�v' i t � .�y5 i(':i�+ •Nt�'3'3'';.�tJ'N,,t}1.7� {i•. A .�. +Y.r°'?SYa�'iy� �•F}.(tA"t' c yt4^'`,f+' ` cj' ',:tip, i�.r ti '` r..: r+ ' , t : t. '_' '�-i Y � ak� ��laa,''v''{.?"�af�x' •�� °x t..}utl i3i-. :e 1��r•Y'`+4;''Y tf xr l ::�,. z a} .S,r \.- ��. E ( ..ri .7 1 `'.Lrj�S � +t (r,� `i4 it t, '~,` t'��= ` ��-' ktp«,1'id t `-�4 g � fi 4 .,, �.�{3 , {�Y5 t r��r��+:t•`�grr,SSx yt 'yfj,, "'M it;.t t { "z cx r yll}i k 4e{i•• �7} .fd�r�ei � � ( i .;'�,�Ct k.. -s`.r kf+s$,S�„"tt)�S•��G��hi''�v'�i�3�F2r�yU r�2��t� t%v{3 .i di�slyo:�;�.!:,11 r 's.",:i ;`c ' ` '.. ,t i �� ,� ..kt°s� f��:�r..ry,�`�_.�5� {� ' r ts.t a1.1cv,>`}k�tt _t%f>:'%�✓�,. st.3` v �} '�@Mmlre�.:.:�.=.;n...,{,c.r�r�Lrr.. t. iYi�"uyl.uiiu':r�+Y.Id±:�.ivrL6a:wYd:YiMidihtir b+Mw 1. Credit due the Owner for Contract work not done as a . result of an authorized change. ,. 2. Allowance to the Contractor for any actual loss incurred ' ' in connection with the purchase, delivery and subsequent disposal of materials or equipment required for use on a the work planned and which could not be used in any part IV lj,r of the work as actually built. �? 3. Any other adjustment of the Contract amount where the method to be used in making such adjustments is not clearly defined in the Contract Documents. Statements for extra work shall be rendered by the Contractor not ,`.. later than fifteen ' ' ( 15 ) days after the completion of each assignment of extra work and if found correct will be approved by the Engineer and submitted for 9 payment with the next regular :A monthly estimate. The Owner reserves the right to contract with any person or firm other than the Contractor for any or all extra work. The Contractor's attention is especially called to the fact that he shall be entitled to no claim for damages or anticipated profits on any portion of the work that may be omitted. •r Extra Work: (a) The term "Extra Work' shall be understood to mean and include all work that may be required to accomplish any change or alteration in or addition 'to the work shown by the Plans or „.; reasonably implied by the Specifications and not covered by the Contract proposal items and which is not otherwise provided under this Article GP-21. ti (b) The Contractor shall perform all extra work under the direction of the Engineer when authorized by the Owner. The compensation to be paid the Contractor for performing extra ., work shall be determined by one or more of the following methods: } 1. Method. A: By agreed unit price 2. Method B: By agreed lump sum. ' 3. Method Ca If neither Method A or B can be a reed u bn 9 P _N ' before the work is started by force account. (Per Section 109, Measurement and Payment, Missouri State Highway and Transportation Commission. Missouri Standard Specification for Highway Construction 1986. �hse e a�t� .�`�z. .� � r �,,tp"'tatfy� Xr"-��•Y#'y��„T�'{J .��s''�.u�,l x��,i.3�� ,�#"�I,�.�f,,,�E�i�'ti'E'��` t�� v Y '� j J � 1'F;c'Ka• '' �lxy a S -i P ,�.f/ �:'�� r"V' µr �- �S •` ��#��Y t t '� �Y'S?7�'t �� 43Y i1t�rC .I � tl.1 tt .f 'F t� t.. `a '}t{''�tN�t't�y .TNtY J ' J• t�s Y� ' "�+ nyi:��'.ge. S�r,��t ry .M ia.k5('��P9 �` t' ',9 ..i/,+s!"Sx v�x it'd"r � 7�"'�?.y� eS��i"vtl�.� '� •"'cs ha, ri�,X l v f(,L'*lP,• t I 4.E laqq N- 1 SY • 1i t i j.Ft Yr�,�,�; S.#j�i1 1 5t.:,� 3<;� 53��.t �,Cy a S' ;Y#.syM1 st,', , 5. >.w..,«a'r...rn4xyi��'!'t.;.at}str��,�',',+.tt4�Fi F">;'.,;�'{'':,a..?{t,h°,rev H..,,.a.. �,.�,...«,.. ,.... ....•...... . »Nu_....u:awo.r ! + f:. ti�'' y 1�u4iie:t f} S GP-27. SUSPENSION OF WORK 7di S�yyrr b ,'.'`b'�• The Owner may at an time suspend the work or an art thereof Y Y P Y P' by giving ten ( 10) days notice to the Contractor in writing. The work shall be resumed by the Contractor within ten ( 10) days after the date fixed in the written notice from the Owner to the Contractor to do so. But if the work or an part thereof, shall be stopped b the Y pP Y notice in writing aforesaid, and if the Owner does not give ,4, notice in writing to the Contractor to resume within a reasonable � •s ,,..r. period of time, then the Contractor may abandon that portion of the work so suspended and he will be entitled to the estimates and payments for all work done on the portions abandoned, if any. ' GP-28. OWNER'S RIGHT TO DO WORK } � If the Contractor should neglect to prosecute the work properly 'r or fail to perform any provision of this contract, the Owner, after tan ( 10) days written notice to the Contractor, may, without prejudice to any other remedy he may have, make good such deficiencies and may deduct the cost thereof from the a ent P Ym then or thereafter due the Contractor. LJtc GP -29. OWNER'S RIGHT TO TERMINATE CONTRACT � � If the Contractor should be d adjudged a bankrupt, or if he shoul LD d P rkryt�4 t make a general assignment for the benefit of his creditors, or if w 'Y a receiver should be appointed on account of his insolvency, or th if he should persistently or repeatedly refuse or should fail, except in cases for which extension of time is provided, to supply enough properly skilled workmen or proper materials, or ifP - , }_: he should fail to make prompt payment to subcontractors or for 4. . ; material or labor, or persistently disregard laws, ordinances or u; the instructions of the Engineer, or otherwise be guilty of a substantial violation of any provision of the Contract, then the ? Owner may, without prejudice to any other right or remedy and ;: . after giving the Contractor seven ( 7 ) days written notice, ; terminate the employment of the Contractor and take possession of 71 the and the premises and of all materials, appliances thereon � ya and finish the work by whatever method he may deem expedient, � •.'� �,; In such case, no further payment will be made the Contractor until the work is finished. If the unpaid balance of the ' ;rY contract price shall exceed the expense of finishing the work, s including compensation for additional managerial and administrative services, such expenses shall be paid to the �. Contractor. If such expense shall exceed such unpaid balance, the Contractor shall pay the difference to the Owner. to 4f V GP-30. CONTRACTOR'S RIGHT TO STOP WORK OR TERMINATE CONTRACT 4:+ If the work should be stopped under an order of any court, or w other public authority, for a period of three months, through no 4 Yi. f i ...„,,,,,,,,,,� Rijxliiil3wt .r ..; i...y. A{{'' ,,,,AyI ffx__4fr��aSk�.'it7Ft!XKec4rw.�'+.,....,...+q.,... r 1^7r r t n•�. ..V. �{`"try t';'i"rs" "t^rCS.•r,b Y. i .t , .r �'}K'.2;��'�i!1�.�,t1� 7�T't v{'t+�*• _ j+ ,h�r} .SY.i>J'�'k ;a i s�'�,�,j{��w�3.T��I + r a t. r r.. rr # ..! � } r t Fj�'np r1; x:3��4f •a � ...s->z �'' 'A . . •Y'+at. sJ 3u'..is ��`( aD)A�Sygb�,�� F ,}. , t , t y Jc if k 1 fEv`2• M. rfPt~�S�r�'.... •.��Y a GQQ. Sig SPIN 10 l ' i! � r•x `S�1r...- {t{_'—'S"±'_—.:�" „"r,--'-^---^—•----�---w �i�Y`t`�"d .�;iAt<VSwtN,i.0.............. ' T#.tN`yt�9>1*`*rs •T-7n�-,,�+�vour `� '+ `�iSs�t l�!►°lkdat4.:«;ac,L::�'3:t`,a�;.::.:.:.r�.t+.v'` I IS V� ,7��44`35' d'�i;'�"��i'' St°?�' } { .t act or fault of the Contractor or of anyone employed by him, then s; ' the Contractor may, upon seven (7) days written notice to the Owner and the Engineer, stop work or terminate his contract and ? ` recover from the Owner payment for all work executed and any loss '" sustained upon an p y plant or materials and reasonable profit and damages. GP-31. LOSSES FROM NATURAL CAUSES All loss or damage arising out of the nature of the work to be done, or from the action of the elements, or from floods or f, 4 overflows, or from ground water, or from any unusual obstructiontt1 of difficulty, or any other natural or existing circumstances LA7 either known or unforeseen, which may be encountered in the prosecution of the said work, shall be sustained and borne by the Contractor at his own sIA,,i cost and expense. y3�` '��;;=r�}r��.:�` i':• z��i��.S, y GP-32. SUNDAY HOLIDAY AND NIGHT WORK No work shall be done between the hours of 6:00 p.m. and 7:00 a.m. ,. nor on Sundays or legal holidays, without the written , ::t,7:.<„•A approval of the City. However, work necessary in case of !, emergencies or for the protection of equipment or finished work may be done without the City's approval. Night work may be established by the Contractor as a regular ' . ” procedure with the written permission of the City; such permission however, may be revoked at any time by the City if the Contractor fails to maintain adequate equipment and supervision for the proper prosecution and control of the work at night. GP-33. UNFAVORABLE CONSTRUCTION CONDITIONS ¢ j� During unfavorable weather, wet ground, or other unsuitable ' ` construction conditions the Contractor shall confine his operations to work which will not be affected adversely thereby. 4 ::•:' No portion of the work shall be constructed under conditions which would affect adversely the quality or efficiency thereof, unless special means or precautions are taken by the Contractor to perform the work in a proper and satisfactory manner. GP-34. OMITTED !`tt: GP-35. MATERIALS AND EQUIPMENT . ,firm; Unless specifically provided otherwise in each case, all materials and equipment furnished for permanent installation in the work shall be new, unused, and undamaged when installed or ._' otherwise incorporated in the work. No such material or A ¢' ty equipment shall • be used by the Contractor for any purpose other than that intended or specified, unless such use is specifically s Amok authorized by the Engineer in each case. A '1tr. 'f p. 77.. } �,•y 41#l t,yy. 4 17 t k�' •{' '1'�u; 2�, t� t '� V� t T,�'a a��l $' tS"`e'C { l 1 �, �7'Pp� 1 ¢�, •�rth`! t/' V�{� � � �'2''t� ��*9�!}} M i� ° f t •�r f°" ti�i1a. .��.t,i�J cat�x�;r''' �� _ � xtirFVr��Y•x�yti �� "5•4�t .r ' ,{ s r d,J r .m.� r t'� •f x t r r 11 st* ,y • •}, ',��i�M1te7�ty��1�3�v,,;.�1`t;fi{ y`�t3�'Si*v'' 'K tr. 3.f' �+�Si?.�e �l ,,. ¢�ta`jsy Jr�1, is a(.t�,1r� `+t��ytlr.t}S�„p Ly lr t3t{5xt�'�.�'��z'�''�''�r� � t,..� .� �d�tn•V t1S"2''h�-Tt .>r' r>kd ..r t 9 r t k r`.Y '�. 1 ' �j .i. it¢pt.? ¢q� te!r r?.: s.?�',S..pp�� s y�q' n��}f7�}f•}`+}?t+ctt.:i�¢, 1 i:�#a y 1,�i ''t ri �r� ,.i r i' S4 t� �'$� tr�tT�F.y ' ;tr 1 � "6S 'l � p.qr i.r !.(4 i. s t t 1 s(•a' '. r(.i t� .2C`+" r .�• 1 .r. ` kf d .,`Ytr�{,f }k �ft' $t41C Y� `S��Cr x: 1 s,2 t a?: t• � t 1 r ti f Y 73.{a�hr'tr r•Up z f,. t .,§��f��tt�tfa 4tyr t¢. � , rt t' it r z' qej� + 4 �� 'o`aAS '.,��,,, r a .rfv,• 'j +��F r. .` ." .. ` , ,'ei 1r�t�t¢r<,j)o i�i+• � 1 s� w .7� ,f 's GP-36. DEFENSE OF SUITS ° ' ; ;. z In case any action at law or suit in equity is brought againsth � `s<< the City or any officer or agent of g them for or on account of the ±; failure, omission, or neglect of the Contractor to do and perform ,��ti� ti=OR�? : Y any of the covenants, acts, matters or things by this contract _ { undertaken to be done or performed, or for the injury 7t xtr . P or damage � F • % caused by the negligence or alleged negligence of the contractor or his subcontractors or his or their agents, or in connection with any claim or claims based on the lawful demands of subcontractors, workmen, material men, or suppliers of machinery :k°�# and parts thereof, equipment, power tools, and supplies incurred in the fulfillment of contract, the Contractor shall indem- nify '=.:r ' 't f this and save harmless the City and their officers and agents, of and from all losses, damages, costs, expenses, ,judgments, or decrees whatever arising out of such action or suit that may be Li brought as aforesaid. GP-37. CHANGE ORDER '` -"v Any changes or additions to the scope of work shall be through a } ,k written order from the Engineer to the Contractor directing suchYx X41 changes in the work as made necessary or desirable by unforeseen I conditions or events discovered or occurring during the ress ro of the work. p g GP-38. CONTRACT TIME t} fi y�r x r The time for the completion of the work is specified and it is an < , {' essential part of the contract. The Contractor will not be 'F�fiF3 ' entitled to any extension of contract time because of unsuitable weather condition unless suspension of the work for such conditions was authorized in writing by the Engineer. h �F , GP-39. CONTRACT TIME EXTENSION ' � r L The Engineer may make allowance for time lost due to causes which he deems Justification for extension of contract time. If the � . Contractor claims an extension of contract time on the `� �•^� grounds that he is unable to work due to causes beyond his control, he ,.t �-1 shall state his reasons in writing, furnish proof to establish r3 his claim and state the approximate number of days he estimates L he will be delayed. Notice of intention to claim an extension of contract time on the above grounds shall be filed with the F" Engineer at the time the cause or causes occur and the claim shall be filed in writing within 30 days after the claimed, cause ' for the delay has ceased to exist. 1 . Completion by Working Days. If the time for the completion of the work is based upon days, this time will be t . specified in the contract. A working day is defined as n 9 Y any day when, in the judgment of the Engineer, soil and weather ;F i conditions are such as would permit any then major operation of the project for 6 hours or over unless other unavoidable ; 1 } �+11"a4+req rN7�.lf.'tq.�A� Q.#� -•' 4. t c. h'. 4-a{� �i vir+.T1..<<F..• *p: f.6�t{ '� '.; .i '• �t5 na s1 ri,l�lr`a t iT�Ftt" f r ��'4y�'w't �;it��"�tr� f.i r r!: t 3i. Ft tzr: (_ .t.�'� r t4 3Y�f'�f��i.� i �•'d 'ry�tit. �,f!'< ya4'�rc�A4 , �•1' P j .} � 'ti ' S= s� 1111Sh� r=.[{�} � � .�"�.� "'i 5 Y f i conditions prevent the Contractor's operation. If conditions are hi '! such as to stop work in less than 6 hours, the day will not be counted as a working day. f , No working days will be counted from December 15 to March 15, nq � i; both dates inclusive. Saturdays, Sundays, national holidays and holidays established by the laws of the State will not be counted , as working days any time during the year. ,. GP-40. LIQUIDATED DAMAGES Time is an essential element of the contract and it is therefore wg fi. z. ' important that the work be P pressed vigorously to completion. Should the Contractor or in case of default the surety fail to x U,lcomplete the work within the time specified in the contract or sr ;'within such extra time as may be allowed in the manner set out in '` } 4 ^ the preceding sections, a deduction of an amount as set out in the contract will be made for each day and every calendar day that such contract remains uncompleted after the time allowed for the completion. The said amount set out in the proposal is Y g P penalty but as liquidated damages hereby agreed upon, not as a for loss to the City and the public, after the expiration of the '=f time stipulated in the contract and will be deducted from any mono due the Contractor under the contract and the Contractor + : `ry•-s°t v and his surety shall be liable for any and all liquidated x^ damages. Permitting the Contractor to continue and finish the work or an , j<. ; , >• y part of it after the expiration of the specified time, or after any extension of the time, shall in no way operate ' - as a waiver on the part of the City or any of its rights under the contract. f' �»;• GP-41 . MEASUREMENT AND PAYMENT f A rt e R ;1. (a) Basis for Payment k' Contractor will be paid for quantities actually constructed or performed as determined by field measurement (except as may be r hereinafter provided) at the unit 'urt` P ) price bid for the items listed in the schedule of the aid or for such extra work as may be authorized and approved by the Engineer. The coat of incidental Y work riot listed in the schedule of the Bid but necessary for the completion of the project shall be included in bid items. (b) Deductions for Uncorrected Work If the Engineer deems it expedient not to correct work than`. has been damaged or that was not done in accordance with the Contract, an equitable deduction from the Contract price shall be ;. made therefore. OUR pp^YY�,'t z,. :Y wi , r f ' „y(� f r 1 t't`�'” e�.IYS +' h�✓ r ( ,' r 1?"ns v � n },} .. { .,i *� xi btv 'x. � °, �:w t b"r< { � . ��: 1 � Xf'P�f !„� Y '•- 7.. a: f .,k }r. - }} . �,7. 1St �y1.+{3 :.d- ,T'a¢�`i �tY'` �� t7li�l'wG,�.4�K��^� �1{`fit' tr 5 S v�':;f � tx. '.i..{ . t t ..x�tt J ,�A ✓ '� ti ? 'J� � � d�r,v � ` a 1 ��.f � f.�Pi✓�ti �� L �,y;{a .t f. �� yt :.1' �'ry }., t. v3r ., � r.,'5 �, s.�t�,t kv c'zf }+.ro Cw,)tr.,�,�'�i se �i�< � �r�.'�:�--jjhf ��i u.cJ' . t} .J• l +fie st � t ,I vii 't�, r �� IfF��'fL 5 �' '1��#� y�� ay',tl 'v, ti �: , " Pty'E � ' f >r ,'. � i v � , ,.Fa ��i✓�k`�j M tar l ,. .• rur , a {:� i{ ?t 3,„(t rCs a:y t ?ti f t• '"y{.;i.$xE, Fkua 4 Y. �i�fi�w �Y�.LLSrui��T:,..�t,a ��fa"u... tr�i 4•ht1 i a � ,a %C .; t4> *��`trrt ru' ty;t,�y*�r' L'`G" v. {: ` 1xawtn.,f• Faa#:.0 x r7 at z�a'�'.'raJ � •�yrs tt N, 1 f: ?1y t r Lump Sum Payment for each lump sum item shall be at the lump um , the item, complete in place, and shall include the costs of °ts , ZT P bid for .3} M�. $. labor, materialsq'' � taols,, and equipment to construct the Item was ` § described herein sand to the limits shown ors the plans. ' (d) Partial e 1 Pasrment j Partial a P yment will be made on a shall be based on the work that has monthly basis. The acceptable under the contract by the Cit b E n a Payment r Y approved and found Y Engineer or inspector, A 10* retainer equal to 10$ o£ the contract {+ withheld for a amount shall be Period of thirty has been approved. y (SO) days after the improvement This retainer shall be withheld to insure the rectification complaints as deemed legitimate b ficatPu of rr Works. After said thirty 1' the Department of Public "} legitimate complaints are (rectif ed period is expired and all yi released to the Contractor. the retainer shall be (e) Acceptance-and Final Payment Upon receipt of written notice that the work is ready for final inspection and acceptance, the Engineer will inspection, and when he £inds . the work acceptable _ ' the Contract and the Contract full promptly make such ; y performed he wil promptly issue a final certificate, over his own . signature '{ work required b , stating that the acceptable by him under the terms and conditionsthereo completed and is } entire balance found to be due the Contractors including d the retained percentage, shall be 9 the Of Jefferson within thirt paid to the Contractor by the City k:� certificate. y (30) days after the date of said final (f) Certificate of Compliance .�v. Monies due to the Contractor will not be deli Contractor without delivered to the a Certificate of Compliance on prescribed rformtattached c Works to the Ff back of these contract documents. GP-42. RELEASE OF LIABILITY ' Y The acceptance by the Contractor of the s operate as and shall be a release to the Owner andpe a ant shall , and agent thereof, from all claims and liability officer Contractor for anything done or furnished for, or relating to the work, or for any act or neglect of the Owner or of an g to the " relating to or affecting the work. y Person l f 4 q J k t .Jlf tip ' ,'afl sv tk.• t t.7 t s ,v. t� alr t'��a t�"�t✓7}nt wxe,�.1f�.�`l� i �� l ,� f. "�•k� � ��r t{+ it s'Sv �1P. rtt 4 �7tij��T{'�� r •� "7• t "r a ��'�'`r.�,a 57 t�Jt� .�T�e'^' ��t tits yN�?,t f4�4�57��tt ..4�'„ �d ��.n�.�1 y$s: s" `;;4,. • •� Y : � ,#y xr� .,<�t }.�xr�� i � 'i '�.W t �1 *�tt )Ja d'� ry tl lt�`4 t 4'� �'�fi 1�x�;'A '^fr. ?. ,; n f#. .s•.K` fa^ri.!^,k"'�'^k. f*w.� 1 r"t @° t`ix.�•5:}�! t',y t a r R � r ,{ rsC�4t`�� ' #8''«^`�'MR 'si v' Y' t �k ,Yn r r Ty,. �i` ' \ :s r•4"+*l` 't .VS �j �'j �.t,:f 1 IY�, .,3'i{ 4 r 77 F Y J �z � r }.M ii',I'd A ,]�!S�1�,.?1, T�'i...�' F.s ,d t .. 1 .Y}4r.:a''M,. ;'" ((,, '+ ,cjt+5�y*• l}{,,' t �'[f h,.y,/ t t,w+ r r .t 't k :.:, }l;rr;: as �,t,y t iT :ttf` 1t. ctGr '?-S'"'3 .�q''tj,(.3•f}3'y` ± jLti 'tt n ,''}54 !#��.,., ji.•{.�.i.! 1 1 ..t StS ty 11�'V Y s �. d %•f R .r t 9 k t.tfa� t nt7 tt'ys� ��!rf S '.:r T ,♦j✓ i F 'k. ,:., r , . '.f ''i°' ' +`; � �. f• Sr` or? ,. t,^ .f .', �,;• ;,... )! nv. c f h �f r4'. . rx"1 ..tz Ftt salami +r+•a. k a I k� •k �'r?it`��'+�' k�l� r' 1�ati e� } 1 ; h. .73t, ? a.. t r r 4 t � ;4;;'.�C h�iLln tle` �`,�•h:�'Tt�3� }��£r<`,r� + „�r + lXt .� u n .r c ' rs.� 1 ;'�+,, .. . , 7k 1 t ,.i�...?;.. 1� .t ?: ,, 3,� t"��,hs�F X'i•� •-u„2 1.t t:'S t> L... ,r ti.,,e.4..:.c. 7�t •'J ='3C Y='1 GP-43. CERTIFICATIONS fti F GP 43-1 All suppliers of materials such as drainage pipe or handrail and all suppliers of asphaltic concrete or portland cement concrete mixtures shall certify in 4t t ; writing that the product as supplied conforms fully with these specifications. Such certification shall be r delivered in triplicate to the Department of Public ;'s,• '. Works at least 24 hours before the product is to be used .`. on the project. GP 43-2 The City, at its option, may perform or have performed such tests as may be deemed necessary to further assure 1t t that only specified materials are incorporated into the ;•; work. k Such tests will be performed at no cost to thef= , ' Contractor. `. GP-44. LOCAL PREFERENCE f , it f�9;-�ui�} 5• In making purchases or in letting contracts for the nx `,. performance of any job or service, the purchasing agent shall give preference to all firms, corporations or individuals '' which maintain offices or places of business within the corporate « « limits of the City of Jefferson, when the quality of the f . f 4. commodity or , performance promised is equal or better and the price quoted is the same or less. GP-45. PREFERENCE FOR U.S. MANUFACTURED GOODS. On purchases in excess of $5000, the City shall select products manufactured, assembled or produced in the United States, if quantity, quality, and price are equal. Every contract for public , works construction or maintenance in excess of $5000 shall. P requesting contain a provision re uestin the contractor to use American r �'• � products in the performance of the contract. GP-46 AWARD OF CONTRACT - REJECTION OF BIDS All bidders are required to submit with bid Minority Business '4 Enterprise Eligibility Forms for all subcontractors and suppliers •�:; p45 who the contractor intends to use on the project. Compliance. u. .. with this requirement and the Minority Business Enterprise. 'µ Program shall be a consideration for award of this contract. The contract will be awarded to the lowest and best responsible bidder on the base bid proposal, complying with the conditions of the. Advertisement for bids and Specifications, providing the bid ° i is reasonable and it is in the interest of the City of Jefferson, Missouri to accept same. The bidder to whom an award is made will be notified at the earliest possible date. The City ,of Jefferson City, however, reserves the right to reject any and 'all Y;? bids and to waive all informalities in bids received whenever such rejection or waiver is in their interest. 4 . d i u f t�t}•'��Fy�y` te',,y>• ?C Yi`tAlt4o 'c C�� tF 'h��t r 'Jx'�3 -rr y Y$ah 'fi"a3 t l;tr, '�7 ' ��t �,. .$ /. r r#w" .�t(15Xe}'ikYr.d Y 'q{3 j{.t .r:f''*' t Jt •t•a4?• '4.l te' yaygt yy s �} t .,.tya•�,r & { .t } i "?t.' t ,,5 a'� t i t!r?.''j '':\\tax' aG t r tr,a 1VYA- :a r .j r ,T Patfti .. r hy. l�c W. 1>t �n`: '. `¢t. �, r i a r 7•i. i•"'Y >r'7R4�t 1A,},e y tt Y t{� f]. .l Y�,•) i tF '\S f !�, S b 1t�1 A LtY'. f r,. '4. .i �J 1 Y ."`tkil� » e7{�:7S ,� "''} •.Y'J 1 `i + ff;h.<t t .}t: Pik 'ir, 11L�y � { .� i,'� k ,-rf, i Yf t• '.v `it ai v � e n f<�, .. ill s t a t's< k i h d� 7 t. rt"ytq err t „r .. .,:t. .t r•twat ;r,�r '.'sz'':.-i+;2 �'y t'R �x'1�ppppfX�fk •�+rt,� 'Kr4 ii'�,a��lr. r k 1.1 !.r`4•r '..f t ;it .rh' j � .;+ (�; f e �P Ayr r'� r ,�._ .�yn¢wtii ,.r� ri� �. i iY 'r��. �t�,`r?' ! �,�5�.-��.5"`1�'� "�' �.G .�i� N,%t`,,y`,��,,�iy?e .(.•4r�F 3fi Ff:'iM1 �l ;.tS L'J.n(6'r'1 A 4/. t z� F .i ` J =.,yf s�f�wU�.y) S. i�j('.�t }J iCl+r d T'" (,$/"', F� - �„ • �di!t �fd`9��Xf;��W�;.1. �,�tif „1:. .� A�:L s a f�- a t t3G�4i � t!: !a�r'Ay° +!'y..'�$y� �.�i�i��` �`-0��i�t�"��,�7� ��7 �� i•- y� art. Al SPECIAL PROVISION FORWARD: The provisions of this section take precedence f provisions In these specifications. over an y other ; ! Ti=CHNICAL SPECIFIC !� ----- ATIOP+IS t Jy r Technical Specifications Pertaining to the quality, r types, and styles of materials to be furnished and incorporated into the construction of this project are herewith included at t: r the end of the SPECIAL PROVISIONS. ' SP-2 CONSTR"c!Tinm DETAILS ; All construction details included with the plans and attached hereto constructing this project, o shall b a used in "r SP-3 SALES TX Ei1APTiOPd Section 144.062 RSMo provides that the City's sales tax exemption may be used for the Purchase of goods and materials for this project. The contract for the project will authorize and direct the Contractor to utilize the City's sales tax exemption in the `k Purchase of goods and materials for the project This o ' purchases totalling over $500 from an individual suppliervision shall apply to only those A list of materials to be ordered in the City's u to the preconstruction conference. The Contractor will 'notify u the b City an submitted obtain concurrence in advance of any changes being made to the lis and obtain T ➢:t The Contractor shall order, receive, approve, install, and generally be res on s' materials for the project. Material purchases to be paid by the City shall e ordered and the City's name. Invoices for this material shall be mailed approved by the Contractor, and submitted to the City or payments of the Contractor, Requests for payment for materials shall be deducted from the contractor's Payment estimates for work completed, monthly S= PRAiLING WACE LAW E Bidders are hereby advised that compliance 290.210 through 290.340 inclusive of te Revised Statutes of Prevailing age Law, Sections of this contract. (Reference -Section IE3-20). Section -290.265 requires hatga clearly legible statement of all prevailing Y and easily accessible place at the site hourly each contractor and sub posted in a prominent public works projects, and that such notice shall remain posted during the full gaged in � 9 me. .s � .y� r n`'�� t�.�'�r'3rN c y��,r+�,( ,.y�?i+,�'j „� ��• t • � �� ;K a 'Lrsrr c x��(vf4, � § S >� �ttFU} '! {�s�r q� �*} t � � '{ � ��' �('kZ'� �}`fi•FT� ��' �fines'Y 1 1, 'Rd �n f i�- �r J�' 'h � 3� `�* `•�" /1r"t �.0 t Xf x �Yhi�S! 'n�j+�*tt (p�. :,Irt}'i �, t�x 3c� ¢ + `� t t f F ( + :��t..�.�� ',� �,i,�yy r�r:�l`t . a. 'a 4;,5 .✓1?r,i ..,a c:.'r.r .t t� .t). {,.. 1"�a.Pt{h "w. X S," ��`1�� 7 r�' ,:`�t r;y. cl `k"7t 'f�,Y �}�:. 's�ttgu flip�:�'�f)rl o-.",ay i�i i7 } .r.s t} t'�{ t�,� y�i; :! � i rj ' � � ru. ,xy �. 'yy S�t7��i a a5 1NVr�• S d�:�' ,� �;k r' � .cif��t t;v� t z t,,� }. s1 `•i.:�. �. - T ,� � {G r'�ia,F�A, t k�J r� SP-5 PROOF OF INSURANCE p All certificates of insurance provided for this project shall be issued directly from the company affording coverage. Certification from a local agent is not acceptable without the necessary paperwork empowering and authorizing the agent to sign the surety's name. In addition, when an aggregate amount is included, a statement of the amount of.that r { aggregate available to date shall also be attached. S,4 SP-6 PRECONSTRUCTION CONFERENCE Prior to the start of construction a conference shall be held to discuss the project and the h Iu; scheduling and coordination with the work of others. Representatives of the Owner, the { � Contractor and his subcontractors and any other affected agencies shall attend. * . M tF � At this conference, the Contractor shall present a written order of work stating the E timetable of construction activities. This schedule shall indicate in detail the operations to be performed and the time of completion of each segment. {' SP-7 BUILDING PERMIT . S The contractor must obtain the necessary 'Building Permit" from the Jefferson City is Department of Planning and Code Enforcement prior to the start of construction for this : a project. ] All regulations and provisions of the permit must be complied with during the construction. The permit will be a "No Fee" permit. ,,118 t f 't•"'Y. t �y��± j N1��ltd�'L?j.}Y k�� t der 1�nn J 3 t t 'N i� i �•'�e � p{ � k'�'i!�}�` G `} ,p�!' :'r{�3•' �.ri' .Sy ��',�� .�'��,f"k-4�}�.L �k �� t"'�;;�3 �.�?5�J.�o- J.f t�r;y� z s�r.�q�.�}y� ''�.�y„ {,� t¢� ,¢ '} `•'tfi x,5 �� 7 tet i ..Y¢ii a M1it°.":'`i {;i,!i,�^` i x.i4:r tt" .S t�}, iZ""� x�Y�l't ire„34�j. r�C� f ej" � '� '• `)n ar<'s^c,.f�' i iy.1r #} �h€� rv�.}�° e��°ztiC.xnF. fig. .g4"�. t'+r t+�z n �� > t,, �e.4igs 'ST" � � '%a. }off ;,: az , x.3 a a r ; INDEX - TECHNICAL SPECIFICATIONS DIVISION 1 - GENERAL REQUIREMENTS ' 01030 Alternates DIVISION 2 - SITE WORK � } 02282 Termite Control DIVISION 3 - CONCRETE t1t k 03310 Concrete Work and Concrete Floor Topping aa , A'. 03410 Structural Precast Concrete DIVISION 4 MASONRY 04200 Unit Masonry 04230 Reinforced Unit Masonry DIVISIONI 5 - METALS 05500 Metal Fabrications ' DIVISION 6 - WOOD AND PLASTICS t# 06100 Rough Carpentry • 06192 Prefabricated Wood Trusses ;r DIVISION 7 - THERMAL AND MOISTURE PROTECTION 07200 Insulation 07311 Asphalt Shingles DIVISION 8 - DOORS AND WINDOWS 08110 Steel Doors and Frames ' . , 08360 Sectional Overhead Doors 08710 Finish Hardware °t DIVISION 9 - FINISHES 09500, Painting DIVISION 10 - SPECIALTIES 10200 Louvers and Vents DIVISION' 15 —MECHANICAL 15300 Fire Protection DIVISION 16 - ELECTRICAL 16000 Electrical (Pyrometer) III RIB 1: 1 t '{ t i ' x•{ kk.' 4 0 = �a t f''x'is�t.< wa�i .� t ' f�z i. `'z�°.�y ?'. h i ��Tf�� @ '� 'G t •+�}�' S' r .t µ � �Y Y A 5. t. -'4y1,,�,,.t+i;'td,tt�i'G,r#�y��{�ii - t"sy,.4..>t , t. t f, � �Y' • SECTION 01030 - ALTERNATES a PART 1 - GENERAL t� y: 1.1 RELATED DOCUMENTS A. Drawings and ge neral provisions of Contract, including (yr General and Supplementary Conditions and other t. Division-1 Specification Sections, apply to work of °. this Section. •1, . r.{i`� ' A, ;. 1.2 DESCRIPTION OF REQUIREMENTS: A. Definition: An alternate is an amount proposed by , t. kk Bidders and stated on the Bid Form that will be added to or deducted from Base Bid amount if the Owner decides to accept a corresponding change in either scope of work or in products materials equipment, � systems or installation methods described in Contract ' Documents. fray•� B. Coordination: Coordinate related work and modify or adjust adjacent work as re •{y• ,t" J gaited to ensure that work affected by each accepted alternate is complete and fully integrated into the project. ' b I: C. Notification: Immediately fallowing award of Contract, . prepare and distribute to each party involved, notification of the status of each alternate. Indicate whether alternates have been accepted, rejected or deferred for consideration at a later date. Include a ' a complete description of negotiated modifications to alternates, if any. �J "i D. Schedule: A "Schedule of Alternates" is included at r;I the end of this section. Specification sections referenced in the Schedule contain requirements of "� materials and methods necessary to achieve the work described under each alternate. s 1. Include as part of each alternate, miscellaneous . k devices, appurtenances and similar items incidental to or required for a complete installation whether or not mentioned as part of the alternate. PART 2 - PRODUCTS (Not Applicable) r 4 ALTERNATES 01030-1 1 t kjrtX 14'r tr2�yls hy`i ff Y�+v+r4 .G.si nif.- ly ; ;i. i t Jh ,d 7F' �y�t firN�'!',,h "i1L 0`3`�`fy, r= t tytirv., WPM. „ -�;t. kg', Y1, �tr `Y1 t <: a t�F � d7f-,'.3 zy � T ) '� is ts , . .t'S x,��'"�f ;a•. z'n y � S{.'. y � r i d v' s:7k. t� r �k i:r t t 'S r11 a• t + ( r 1 5�r r n4,P7 S��4'�,(';,,'��.,rr��. {„ �" �f r ya 44£�ri, yW V"*•�{th Lei S.y s`f g 'h;',` 4,, 'Y' �`I S ht t\'I i- it �1.! ryYs =t� f T s ;1r f�.tte' C�J1 � t r {, •tl :Y. .� ! .. i "�F t 1 3 1. 1j1fr��'��yLt � �'�i.t Y ) � 4a * 'y`r ,'+; S`. .• .•. _ f« r' +�_. if"•` �''t . Jt 3 FFF��d�; �-- * a.__...41 t�f�f.h_...... ...........'fr,.}. ...... ' N. .ti �?^"q' ;C,'',f 1 a; i i, [..Mi�iKf��Si� }i ski Ptpf�il � �,t• t .'.y I 4 C„ PART 3 - EXECUTION 1. Alternate Number One (1) is defined, in intent, as the _ substitution of low slope precast hollow core roof system, as specified in Section 03410, Structural Precast Concrete, {'¢ with a suspended insulated ceiling, as specified in Section 07200, at the west end of the Burn Room identical to that 4 shown at the east end of the Burn Room. Bid shall include directly and indirectly related and effected work associated with the same to accomplish the intent. Nv 4•', 2. Alternate Number Two (2) is defined, in intent, as the substitution of 8" high x 1611 long x width shown in drawings , integrally colored concrete block in all masonry walls in4t.i� '' compliance with criteria specified in Section 04200 Unit > r` Masonry. Bid shall include directly and indirectly related and effected work associated with the same to accomplish the intent. Y ,. 3 . Alternate Number Three (3) is defined, in intent, as the bM' elimination of the two-story residential wing as shown in 71 the drawings including foundations. Bid shall include directly and indirectly related and effected work associated ` "" ' } with the same to accomplish the intent. Number Four is defined,a 4. Alternate N ( ) ned r 4 s the in intent, a Y � sTM r f .t substitution of 8" high x 16" long x width shown in drawings standard concrete black in all interior party walls not exposed to the exterior (in compliance with criteria ` : ,:•' specified in Section 04200 Unit Masonry) . Bid shall include �;,�,'� ' •>� directly and indirectly related and effected work associated with the same to accomplish the intent. u �x� w • ie; END OF SECTION 01030 •x. I � d, n }`trS�j lu 'Y ALTERNATES 01030-2 r ;.,. r � : �`� ,e.•, i�'.�"+-',";Y R x:!!t ,Wtt;,.rFperrwe..Y...,«.,.....i..._ +�. iv ire fd isjq''�£�S�l 1 t. 1•v} f r 5 F i ,v r ..r,� {v"'4Y�r >s�b,' •� i tyy S 4., `t'+ },t i.t- hix.^*t $ .�' •,kd, F�.. �;{sSF" �7asttw ,$ gzto�F °rt � Sa �sz:f " ..,i t P :J '"hey v••�Hp ,fr73-,:�.' {iti; 1 r' ..! .1. � .. .. *'s t`.z ?t o to . -,.•-rrt a f� {.�` s iJ t st '1 L t .. ,, I i-{;� a '`. 5�f. `. . It F yt nA SECTION 02282 - TERMITE CONTROL s PART 1 - GENERAL 1. 1 RELATED DOCUMENTS '? A. Drawings and general provisions of Contract, including s General and Supplementary Conditions and Division-1 t Specification sections, apply to work of this section. 1. 2 SUMMARY » A. Provide soil treatment for termite control, as herein specified. ' ` - 1. Soil treatment below slabs-on grade for Me 4 subterranean insects. ':ti ' 7= g,°°' 2. Soil treatment at interior and exterior foundation perimeter for subterranean insects. ; }px ' 3. Soil treatment below basement slab for Vffii subterranean insects. 1. 3 SUBMITTALSu A. Product Data: Submit manufacturer's technical data and application instructions. B. Accurately record moisture content of soil before :.' treatment, date and rate of application, areas of ° application, diary of meter readings and corresponding K soil coverage. ` 1. 4 QUALITY ASSURANCE 'Ct r4ry: A. In addition to requirements of these specifications, comply with manufacturer's instructions and T recommendations for work, including preparation of substrate and application. B. Engage a professional pest control operator, licensed in accordance with regulations of governing authorities gat for application of soil treatment solution. C. Use only termiticides which bear a Federal registration �,. number of the U.S. Environmental Protection Agency. i i.. TERMITE CONTROL 02282 - 1 r M 9Ft} skd .fa ryt 7� k. 'h ti} it c :.f t t? =a +�s1 ff `" �s5}e ' ii t1t2 +, � �"'4, "` ,�` � •,fs+ k�8P' �,t��t''ty� ,r : r t ft r E"l c' }t. , 3 J', t7k. 4� d t '�.t�� t{l�3 �"��a, 3Li1+t"�{K 1 Ft hr ' yt �'`��t �{t�5� (v�'/ 's. r f y •f° .�P�rt ( 7 °7 a .{� i i r�4 :i, t`LY�, y '�£ ��#{..t�t, �� N f`y' �nt 3rl�. ��!'tx��' ''t 4{.e 'J��yq'• r 2 1 '.t I t 1.y.� y Ft�1 � 1 tl>ty}. .C,,, EM tS'�+ si .F, r .,.ttEit n 4ii t r z a i J )y t �,t x !:a to�' �� fh��. rEi to .•'E. Y ,x*Ejl'� r .t kr i � `i 1 ,� t .r t. r YL y?}=�r>i ,,� ,�.• >, milli u a' a 'r 1.5 JOB CONDITIONS A. Restrictions: Do not apply soil treatment solution Y.. until excavating, filling and grading operations are completed, except as otherwise! required in construction operations. , r: B. To insure penetration, do not apply soil treatment to frozen or excessively wet soils 'o5r during inclement .'. 4` weather. Comply with handling and application instructions of the soil toxicant manufacturer. �.: 1. 6 SPECIFIC PRODUCT WARRANTY - A. Furnish Bonded Guarant Five year coverage against invasion or propagation of subterranean termiteslt� _ r damage to building or building contents caused by "'=u3{. �' r` termites; repairs to building or building contents so y s4 caused. 1. Warranty is to be signed by Applicator and `# Contractor. PART 2 - PRODUCTS 2 . 1 SOIL TREATMENT SOLUTION A. Use an emulsible concentrate termiticide for dilution with water, specially formulated to prevent infestation �, �My . by termites e Fuel oil will not be permitted as a ?' diluent. Provide a solution consisting of one of following chemical elements and concentrations: � • 1. Dursban - Dow Chemical, Midland, Michigan 48674 2. Dragnet & Torpedo - FMC Corporation, Philadelphia, Pennsylvania 19103 ' Lj 3. Evercide Concentrate 2299 - MGK, Inc. �r n: 4. Pryfon 6 - Mobay Chemical Corporation, Kansas City, Missouri 64120 2 . 2 MATERIALS ' A. Pesticide Chemical: Water based emulsion, uniform composition, synthetic dye to permit visual identification of treated soil, of the generic chemical , ; a. chlorpyrifos, permethrin, fenvalerate, or isofenpfos. 2 . 3 MIX DILUTION }` TERMITE CONTROL 02282 '- 2 a,. ,ti �a• .'y'�"`° �li'�� '?$tt�v�j g'4,."� r yx r 'rov,,3 rS� t3"•-.t'i,,�¢ i, ?sx:*,n..n.ew.+�.�.^-'^' T. S .:r'�t r. yy— `—.+.t j t� <"{ ,M ,:R ! 77�'++` •p,.r"�t � � �',* 4`ar +y�o >f s` ,t k'h� t�t+vt,��+ " � 't' v.Si kA`' ��pt '.,r:rl .r i'. Hit rt f I"Q' ,# �y+t4�,»a a'r ,��,�Af•$s�.' ,� ,<K n ��) � £t n,Et ! S�: ' '`S �5 ! t. h . {J Y .4 f' ri. :.) a .. §{'y iri .�'1 �y:,• h �id`J.p " ,�,y'A.yn�kt�.",�'�.#}�'�J }a" f S:ri /... � k i :r,� " .r� j !Y.1 "•tt6. r,.,'i E 1�,�'° r r4. - r � t a X`• t r y1 i', } lb�� , n�ts �r'a c."t.�3r ��xa t�L`t'! tr Ff' r t . �t 1 . F ,1 ° .izlr} 1+ to?.YY,,r�•(' ��k} 'MF1r, �'�1�'�t ¢n• R�, 1 , +EbPw#�Yrrat..t�11...?.. .(.•v:.. t 5. ,> U t A. Dilute pesticide chemical in accord with manufacturer's current printed instructions. PART 3 - EXECUTION 3 . 1 INSPECTIONS ,. A. Verify in writing that soil surfaces are unfrozen, ;r sufficiently dry to absorb pesticide, ready to receive treatment. B. Beginning of application construes acceptance of soil P conditions. `' .. 3 .2 APPLICATION `u A. Apply pesticide immediately prior to installation of 'y vapor barrier under slab-on-grade or finish grading ;,•. t•�� ; outside foundation walls. s rfz• q, 1 B. Apply pesticide in accord with manufacturer's current printed instructions. £ C. Apply extra treatment to structure penetrations, piper duct and other soil penetrations. D. Apply as a course spray to ensure uniform distribution. r y� E. Coordinate soil treatment at foundation perimeter with finish grading and landscaping work to avoid disturbance of treated soil. ry, F. Post signs in areas of application to warn workers that soil termiticide treatment has been applied. Remove signs when areas are covered by other construction. 3 . 3 RETREATMENT .k4 A. When inspection identified the presence of termites, T retreat soil and retest. B. . Use same pesticide specified for original treatment.. 3 .4 CLEANUP A. Upon completion of the work, remove all surplus materials, packaging, containers and rubbish resulting from the work and legally dispose of off site. t. B. Pesticide Container, Disposal: At Co'ntractor's option: TERMITE CONTROL 02282 - 3 r ��F(t �.yy��'trz.,,5�4'jS,i.� r•�+{grtg•��A� j,�{��j4�� t � ?� 3 , J. r F " .ti. �f• '+ h +ytx� x,�gryy4 �}„+K 'i3 {}xM1'4s t,ti' SY. S df � !y i� � Gx't � i d x� i3 3 al+i I p t r ^�'.`lL- i �z�.r� t "y � 'R��54+� � '��t r,'�r K}ar r t� � , ��}f '� i k r t'F. .i�'y �$y"¢Ya �t 4{"L. {,yt utYF'7'l •#r k:4 � rk ,'t s4 t t gyp+ �f s 5''lsea �} ;�, f„ �a.;J Ft' ,w :k.,'t•�i�,' '*ti YA. �'`�t'S�Gy,p J�Y zt in��t L Y'!` ;}'�N,�'}{:�.� ?Z3 ? �xd5.itij�sa �{.jt x 'f{3 �t y,.} )%`j'Y"i"� T}4'"r^fzy;4t 4�M 1,. �•�;:t�j, F;' �c�5+�3`9'�C' t?ft i k F 'l ya� ,S}'t..L .s A r {r t .y. f :t it t��:. c d, .3 '`Y,t�rt? i } �t ii .rf 1yE; < < �%�� +4.'t ti r it 3 i { jd ,S c X �'f�! >l"�p�7�y•$t t• � .E! {� t t 1�. };. , .' "--- .. �, .. "'� ..t'�t}��rr.•+Cl�'� P$ ��.• i � 9� Ash�`�� }d�i�if�,�,s,t�t � ICs ,. + t ;.t iYj s«}A�E��i•}.,W��tf`. t L' ±.a�}:Y.. .,r ,.� ry,.F. �`,� a � �w.w•a..s•L'i..s�t`�.`:Y t.tT....1Y....7.r..�� "Mk^'��' ,x�i+�+�,7�,Y£tT�Y,jr�;•yvrYdt�v.w, w�.,....�..:.i,......., ..�..�- ,._.<... ...... .�i�u.t.1.Pt�ii:ub A &y 1. Without Rinsing: Unrinsed or improperly rinsed ;. containers will be considered special wastes. Take to a landfill permitted to accept hazardous E or special wastes. t p 2 . Triple Rinsing: ' c. << a. Triple rinse all pesticide containers by emptying container into the spray tank and drain in a vertical position for at least 30 seconds. Y b. Refill container one-fifth to one-fourth with rinse water or other diluent. r h� C. Rinse thoroughly; pour into spray tank and +' drain in vertical position for at least 30 seconds. •4. '4. s b. and c. until container has `"'�`'2 " d. Repeat steps been rinsed three times. :•t>K== .,. e. Pour rinse water into mixing tank or treat as a waste pesticide and dispose of in accord with 3. 04B. 1. Do not pour rinse water on the ��: round. ;. Yr; a;t�+'��.�0.'•.y'Ilk , . f. Triple rinsed containers nay be taken to a licensed landfill that accepts general ' refuse. , 3 . The Contractor may propose other disposal methods, subject to the prior written approval of the Architect/Engineer and the governing authorities. ` END OF SECTION 02282 r S ;'fir •1 ... , � 1, TERMITE CONTROL 02282 - 4 tir �•• YM •i ' •�-'F�- .,xr� t ti� rr 5 j� r,•, ' � t` .1,� ,S4 •{tf^"��S �� i: .i,� ! .... ��i'x'!"2�atN .� :t i a i 4 J rY.r.,> •:Y` ibtjl ii Yi? rlir Fyn y1. 1..}fie (7 ! r r` t .t?d.via fib.{t �,'{�,S.�.iry ay ��Ci7'ti. J1i7.. t ,� e. tFP�i.. ;r y :'r.• �.� ,(lt��t •� tP}��ttvSYs.J. t +F �t f!f # ?..fr �. . .��fk. tJi9{� •kr.} .i �i++•ySk y�Y �T l i f iu't l i M1'Yi i rF. + �t�;� :ffs.�•i �it { r t, # i< r i F l,p� Y�'�•4 ��`.'�� + A'l� }'"1 F r .7 � 4'7 d{i��i' (T S�.' y'i!!7 y}F` Wr L+'4' � t+'VSt�e�s. �iy k�r �`J�`r� t t. i .t r t .t�"t��E C�: p � �'iir�.,ifa'i�2�is•+t rr �y^e.9 Y �# � ''!'Y'�yit�f 1 el 1�i .4?.� � ... � .r, a :! ,d�:. `7° •. t,, ;i .. ¢r r�<f�,€",�.�iK" z MEMO=&= 11611 11CPfW]r. C F r:r .�,t't..l J ti.j?,ut.t'x '`1.:} !� AVIYA,OF��}`'�N!F��g��•IT�.e:2':. .�.t��f�'t'�w3Sh�F,Yf,{lY.i�+ma w. :L,<, .. ..:V..w+;rans?Y7t1' '.. SECTION 03310 - CONCRETE WORK & CONCRETE FLOOR TOPPING ; €, ti;. 1 PART - L GENERA 1. 1 RELATED DOCUMENTS: `'` ' A. Drawings and general provisions of Contract, including ., General and Supplementary Conditions and Division-1 rr Specification sections, apply to work of this section. . 1. 2 SUMMARY: £" A. Extent of concrete work is shown on drawings. ' 'n �;.;. B. Extent of 2" concrete floor topping is shown on ^ ty;l ` drawings. 1. Types of concrete floor topping include: Standard �16t SF�s.;�•rt!.ti�r„,` aggregate topping. s 1. 3 SUBMITTALS: C,• Ar..,4Ci4� A. Product Data: Submit data for proprietary materials ti ' ' Er �,. .t, p p Y ��. ; cars ' . k:. and items, includin g reinforcement and forming accessories, admixtures, patching compounds, `,f � waterstops, joint systems, curing compounds, dry-shake zY;�� Y 't� •r�, finish materials, and others as requested by Architect. i B. Shop Drawings; Reinforcement: Submit original shop, ; drawings prepared by registered Professional Engineer •� w` for fabrication, bending, and placement of concrete ±a reinforcement. Comply with ACI 315 "Manual of Standard Practice for Detailing Reinforced Concrete Structures” �! `r showing bar schedules, stirrup spacing, diagrams of bent bars, arrangement of concrete reinforcement. Include special reinforcement required for openings Try through concrete structures. --'r C. Laboratory Test Reports: Submit laboratory test k reports for concrete materials and mix design test. D. Materials Certificates: Provide materials certificates } in lieu of materials laboratory test reports when permitted by Architect. Materials certificates shall be signed by manufacturer and Contractor, certifying that each material item complies with, or exceeds, j� specified requirements. Provide certification from ' admixture manufacturers that chloride content complies with specification requirements. k' t CONCRETE WORK & CONCRETE FLOOR TOPPING 03310-1 K .. r 4 , J 9 Fly,�"ya !N t r� �Ml ` 7? }I yffitt u�. x..tl� 'trf ) � y�'x�t 1: V ,.? • � � CC n'.34 rt't ca x . 411r 7 :.. I .t? r :n,� �it ' 1 S i•' 3s r51 EIy g, s. r ^cr h S`i.'y to E :},t{�'t'�t 4fs l 'f s�\ F:a ✓ } f t ',i. N. { t E t t r., •}£',�°� �.. �' dt..z§,�iikl�rftrrrlhr�.#t2�. rt, r.', r s 4vr sr�. rt c .:� ir!" � 21t. f ..�.L4dM,ksa};'St�'kti . tY' ^+'c t{�`��E^,h�>1�' Ft� y�yly� 4 ,,t k � r F f ;• k e ..4,: '' • r �� rtS) ��41 �r �� a k,a, u,1, } r��'`i`.mss 7r 2r n `I '1` a 1. s. a�. t r f J ;1' ,i.�t6 Y h• Wt Y��r! on ism I Its'• �� ar`. . ,I, ' I - �' i :It ` � ; Y�1 r ty �Sz�4�s' �S� ..>� •• i l? �"�� FR" ..f t. it 7�v 56", 1. 4 QUALITY ASSURANCE: s A. Codes and Standards: Comply with provisions of ;. fa].•lowing codes, specifications , and standards, except where more stringent requirements are shown or specified: -' -, , ACI 301 "Specifications. for Structural Concrete 1. for Buildings" . • 2 ,. ACI 318 "Building Code Requirements for Reinforced •-:` � ,';;s;��s�r• . Concretall . (CRSI) '""4^ t° •_ 3 , Concrete Reinforcing Steel Institute r "Manual of Standard Practice" . �; � B. Concrete Testing Service: Engage a testing laboratory acceptable to Architect to perform material evaluation tests and to design concrete mixes. C. Materials and installed work may require testing and ,•::,:.,,,•<,;>':: f: retesting at anytime during progress of work. Tests, ,' ' ' ' including retesting of rejected materials for installed work, shall be done at Contractor's expense. 1. 5 PROJECT CONDITIONS: i A. Protection of Footings Against Freezing: Cover completed work at footing level with sufficient f ermanent cover as required to protect ,.,,, a temporary or p possibility •-� footings and adjacent subgrade against of cover for time period as necessary. r � freezing; main fr � B. Protect adjacent finish materials against spatter during concrete placement. ;:,wk: '+. 1r PART 2 - PRODUCTS _ '. 1 • X`34 f 2 1 FORM MATERIALS• ood., metal, A. Forms for Exposed Finish Concrete: Plyw %.: metal-framed lywood faced or other acceptable panel- metal-framed p p p za ~f7 k' type materials, to provide continuous, straight, ? ,'. ; s4•,1',z�i smooth, exposed surfaces. Furnish in largest practicable sizes to minimize number of joints and to ,,5 : to joint system shown on drawings. 4k5 { conform j ► 1. Use overlaid plywood complying with U.S. Product Standard PS-1 "A-C or B-B High Density Overlaid , Concrete Form" , Class I. • t;:r B. Forms -for Unexposed Finish Concrete: Plywood, lumber, f metal, or other acceptable material. Provide lumber ` ' 7 } � least 2 edge and one side for tight fit. 'y dressed on at g `?4r , ' CONCRETE WORK & CONCRETE FLOOR TOPPING 03310-2 '' .. """'i". .,� .. `Agg,F42"�'1"n i,'va�i 3r•f. N'i tyJ1 'z ,� lt„$,i{ri'r✓,n:.,..•t.:rr-4 a.=:i�•,z. ,z ? : `S 1• z. :'wty {� ,�rJjYy��. r t p v. vtft a3, ;n 1. C. Form Coatings: Provide commercial formulation form- Form with stain, norms coating compounds that will not b ' adversely affect concrete surfaces, and will not impair subsequent treatments of concrete surfaces. t „ ;;' w.,. D. Form Ties: Factory-fabricated, adjustable-length, .f ';r removable or snapoff metal form ties, designed to prevent form deflection and to prevent spalling concrete upon removal. Provide units which will leave r Y Mt f;.;r, no metal closer than 1-1/2” to surface. ,,*r, r _; + : 1. Provide ties which, when removed, will leave holes j$f� not larger than 1" in concrete surface. diameter � 2. 1 REINFORCING MATERIALS: z F� 615 Grade 60, deformed. ; A. Reinforcing Bars: ASTM A o cold-drawn steel Steel Wire: ASTM A 82 B. , plain, awn C. Welded Wire Fabric: ASTM A 185, welded steel wire � # ._ fabric • may#.�•:;,,� { D. Supports for Reinforcement: Bolsters, chairs, spacers, �T and other devices for spacing, supporting, and } ,u ,? fastening reinforcing bars and welded wire fabric in x •? place. Use wire bar type supports complying with CRSI � � } fd t specifications. r4( 1. For slabs-on-grade, use supports with sand plates or horizontal runners where base material will not � . 5 support chair legs. Ell' ! 2. For exposed-to-view concrete surfaces, where legs of supports are in contact with forms, provide supports with legs which are plastic protected (CRSI, Class 1) or stainless steel protected (CRSI, Class 2) . 2 . 2 CONCRETE MATERIALS: Ki y A. Portland Cement: P.STM C 150, Type I. a : B. Use one brand of cement throughout project, unless v otherwise acceptable to Architect. C. Normal Weight Aggregates: ASTM C 33 , and as herein specified. Provide aggregates from a single source for exposed concrete. D. Course aggregate for standard floor topping: a` 03310-3 CONCRETE WORK & CONCRETE FLOOR TOPPING ,WN. { t�' � � t �✓�`* >•t bt .r `t{�' ti t iuJ.a, k',P dr""` -�. :.n ✓fir I t � t T ��t# �� 'y' �`� }'�.tt !. �, ' � V .>ryz+'" ar,•py�t,iv',�� t. + 5l r'i.t} &�/L� .y f # C ) �' 1 c� h 9 i�.t'X tta7�5<rfk�.� .f+tda�°.�, i '.' 7�� l �i.t�� f F`l7 I' + �E,d t✓3�,r tbp 4 r 7. fs r t1 . _ 1 ,x r d:( 4 5 51� i' �' ..:�.i �J �iy6.'i�•yt �'ur,�@f k,''�S + ! ) it t t '} ..� t i :• ' ,lt rf Ct":* At ' ,',< y6'! �; ��1"lr ti+� J g.0. •ln + t t '' '; rI t Ir �� t � ' t l w: t! ' 1�-i}s�k�K •} •', `� r Ara c yY� t t +1 .�.t � ► �p�a fir x}£;e.tr�.AiLV_f 8 :, dl Course aggregate consisting of gravel or crushed #. s'} ;,, • stone, clean, hard, free from deleterious matter. 1 Grade by weight to pass sieves as follows: a. 1/2 11 : 100 percent t b. 3/811 : 30-50 percent c. No. 4 : 0-15 percent d No. 8 : 0-5 percent 1: 2 . Manufacturer: Subject to compliance with requirements, provide factory pre- mixed topping ,^ y . {, > , mix of one of the following: � a. The Euclid Chemical Co. b. Master Builders. C. Iron Mountain Trap Rock Co. Admixture: ASTM C 260 certified by ` E. Air.-Entraining � Fg ;,4ti'h,yg a manufacturer to be compatible with other required admixtures. crx>=ti�fr;• 1. Available Products: Subject to compliance with requirements, products which may be incorporated r<rh ;7gs;f. in the work include, but are not limited to, the following: t ? a. "Air-Mix" ; Euclid Chemical Co. irnx't ' s b. "Sika Aer" Sika Corp. ` "`` ''` ` C. "MB-VR or MB-AE" ; Master Builders . t t d. "Darex AEA" or "Daravair" ; W.-R. Grace. ," : ;. e. "Edoco 2001 or 2002" ; Edoco Technical } ^; ?t Products. r'• k•X�' f. "Air-Tite" ; Gifford-Hill/American Admixtures. F. Water-Reducing Admixture: ASTM C 494 , Type A, and containing not more than 0. 1 percent chloride ions. 'x 1. Available Products: Subject to compliance with x requirements, products which may be incorporated in the work include, but are not limited to," the following: a. "Eucon WR-7511 ; Euclid Chemical Co. r b. "Pozzolith Normal" ; Master Builders. C. Plastocrete 160" ; Sika Chemical Corp. d. "Chemtard" ; Chem-Masters Corp. ! e. "Pro-Kete-N" ; Protex Industries," Inc. °i G. High-Range Water-Reducing Admixture (Super „} Plasticizer) : ASTM C 494 , Type F or Type G and containing not more than 0 . 1 per chloride ions. 9 CONCRETE WORK & CONCRETE FLOOR TOPPING 03310-4 g S r yr -S} } wwrtkl.,ro{1,a v ?' 'ta �t M.n ry ''�rLlY.Tif3x".IMYa+...+A"w^^^••'^_""'_ .t*.- "..!^-^r^ •r-^-1:• .r f54fiat5�r��de;Y`J + t. •, j a � i t 1. ty { p)' twSt y,,�' y t ,3u i 2_1'�.,'•,.�'b �oat,.,� tx�Y�Y,f,��tr..lr�yq^};t�ty°i s ! t r�ys.+ a ?� . r• ,'it.' .� r r { ,y; 7t 3-+-` .. mot} ,.. i ,tu•.1tp"r�f�f'`�� t y }� Y F q Fn" fit t>". .3` t ' :�o-�r }�it5'ny7 i 1�9�r.43,3 i.kt i }fi raU� .i• r j S ,,r .:. ,t ,� .�, i. Yt tt I��``y IL y.Lt Y.}1 fJ�ft�t t'4i'i, 1 3 ... uu,'wrtls}}'i+�'�t y� 41 S.P,�..,,, ° �, �^:.� - '.�<.F"''s•'.'.'wr*.41T,•....�: •: ...,..,.i..:.,.eern,rztin�t.�'r� r 4� is r•' :h':Y 1' I. Available Products: Subject to compliance with requirements, products which may be incorporated YKr , the work in of limited to in elude, but are ► the n following: a. t1WRDA 19Y1 or "Daracem" • W.R. Grace. ' b. 10PSP" ; Protex Industries Inc. a' ' "Super P" ; Anti-Hydro. �} ff C.. "Sikament" ; Sika Chemical Corp. s>ai: { e. "Mighty 150" ; ICI Americas Corp. f. "Eucon 37t1 Euclid Chemical Co. t'„ `, g. "PSI Super" ; Gifford-Hill. r, ` h. "Pozzolith 400"; Master Builders. H. Water-Reducing, Non-Chloride Accelerator Admixture: } ASTM C 494 , Type E, and containing not more than 0 . 1 percent chloride ions. lll....:��t . S *`•,rM1,t.t ' 1. Available Products: Subject to compliance with }: requirements, products which may be incorporated f` in the work include, but are not limited to, the following: a, "Accelquard 80"; Euclid Chemical Co. b. "Pozzolith High Early"; Master Builders I. Water-Reducing, Retarding Admixture: ASTM C '494, Type C7 Ps- ?;",�� nE l+ D, and containing not more than 0. 1 percent chloride r` rK;yt . ti �'t• ions. t � (}{ t �; �, ,•:: 1. Available Products: Subject to compliance with requirements, products which may be incorporated ,' in the work include, but are not limited to, the �r following: a. "Edoco 20006" ; Edoco Technical Products. {; u b. "Pozzolith Retarder" ; Master Builders. " C. tt Eucon Retarder 75 ; Euclid Chemical Co. �r . . • r d. "Daratard" ; W.R. Grace. e. "Plastiment" , Sika Chemical Co. a . :i J. Prohibited Admixtures: Calcium chloride thyocyanates Ell k' or admixtures containing more than 0 . 1 percent chloride is ions are not permitted. 5 2 . 3 RELATED MATERIALS: x A. Granular Base: Minimum 611 of compacted shot rock when compacted, to provide a smooth and even surface below slabs on grade. 4 •B. Non-Shrink Grout: CRD-C 621, factory pre-mixed grout. CONCRETE WORK & CONCRETE FLOOR TOPPING 03310-5 .n� a - , '?,SyNT1'"•"x. y , r •-' �.�z.4�� '�>� n r 7 ,X' r s. r i' r} t z n ��F , ! rM1 •t i 1 y S y1a -� . ..+1}Ga,H.IF'r�5 }fit.��!i •� tf E '� t �!; .5.5,�•• �� •3 '} ikv tr' .�°k`q 4 �.t�.v �'Yd Nr n a, ,:y. ,j' t. y •. '•' 1 1. r /� }�}},, 5',•}„".S,,�t��J�,J? S', R„ �t'l7ti urr .} ` } _', x T 1' t r r,• J, t i y 'F ! h.}�7dY `'�+a�`�u, 's ks , Y y1. Yy r• \ } 61y t ('�f i r �,3 �++ ,45''sf1't' Ta- ✓ err p 3 Wv5 kff xfi y' Available Products: Subject 'to compliance with requirements, products which may be incorporated , . in the work include, but are not limited to, the �,, r„, .• •rr 5; following: a, Non-metallic 1) "Master-flow 713" ; Master Builders. pj 2) "Sonogrout , Sonneborn-Rexnord. 1, ,3. Euclid Chemical Co. 3) "Euco-NS" ; Chemical Co. w"`s 4 11Crystexl' L & M Const. ` for 6 o. Grout 10 Dayton Super Corp 5) Sure-Grip ' Inc. " Horn 6 "Horngrout � j,3i Tit•J.A,'� Colorl ess aqueous solution C. Chemical Hardener: containing a blend of magnesium fl uosilicate and zinc - agent, containing fluosilicate combined with a wetting ag lbs. of fluosilicates per gal. not less than 2 `r , r�rrt tr Available Products: Subject to compliance with roducts which may be incorporated requirements, p , in the work include, but are not limited to, the C following: E r a, "Surfhard” Euclid Chemical Co �� " Sonneborn-Rexnord. rs> b. Lapidolith ; L c, "Saniseal" ; Master Builders. iv1a� . d• "Burk-O-Lith" ; The Burke Co. e from jute or a_ D. Absorptive Cover: Burlap cloth mad ,h�.i�,•$� ;, approximately 9 oz per sq. yd. , kenaf, weighing complying with AASHTO M 182 , Class 2 . .' : E. Moisture-Retaining Cover: One of the following, rV '. complying with ASTM C 171. }^,Y 1, Waterproof paper. Jy�4. It'r 2 , Polyethylene film. Yt bur 3 . Polyethylene-coated lap ,.. ` . F. Liquid Membrane-Forming Curing Compound: Liquid type ,.;.L.Li com ound complying with ASTM C �•. membrane- forming curing P ' 'tY Moisture Class A. loss not more than •,.: 309 , Type I, lied at 200 sq. ft. /gal. 0. 055 gr. /sq. cm. when aPP 1. Available Products: Subject to compliance with requirements, p roducts which mad be incorporated {' in the work include, but are not limited to, the ; following. 03310-6 � � , CONCRETE WORK & CONCRETE FLOOR TOPPING ', wt.ewXr4M7F C r WPM S °4,',,. "';..= c :}w;:'t<t,<..<w•...*.•..•-.• ..Yw.. — ..7 G: 'k4adi ( }$,'Y",'#t_`<Tih•,i. �..?a;,�'r,,lat'• Y r' z 3 d. (3 tb ?{ ( ,'z 'J�H(,yn'lax�•c •iii.t , F s t f f 1�I+ ,:}i t..�t r?L k 1� i$: i fj :::Sri Pµyr,?{,' t i, tyti5 �! •L �: S}l.l.�f(L}t� a�ti�� b I7Y'q �'��L. �.}r J �Y'� f=ir iYC.1X i.L t 1i ;;t T ..r ,• i.: _ ii r } } t eh` r �5 ", jJ �1•�MT !` �lIrM��3 � I4 t tt 4 ''• i :„5 f't a'r • ,, f ,• ,. r. ;�£iL)<J ��i�.fiTl tilt{t l� x: r xICti .it�yl a. "Masterseal" ; Master Builders. : b. "A-H 3 Way Sealer" ; Anti -Hydro Waterproofing :- Co. ::v't« ` c. "Ecocure" ; Euclid Chemical Co. � ,z ` d. "Clear Seal" • A.C. Horn Inc. r , ► e. "J-20 Acrylic Cure" ; Dayton Superior. 5; f. "Sealkure" ; Toch Div. - Carboline. �"fir;', y` g. Kure-N-Seal , Sonneborn-Rexnord. .t Y h. "Polyclear"; Upco Chemical/USM Corp. #dam s' i. "Spartan-Cote"; The Burke Co. ro ' I' " Gifford-Hill/American j . Sealco 309 ; Admixtures. ' t k. "L&M Cure" ; L & M Construction Chemicals. 1. "Klearseal" ; Setcon Industries. flit , i M. 11LR-152" ; Protex Industries. n. "Hardtop" ; Gifford-Hill. ("ti 4+`' G. Bonding Compound: polyvinyl acetate or acrylic base. i 1. Available Products: Subject to compliance with � ;} ;, ; �, . requirements, products which may be incorporated tx ;` in the work include, but are not limited to, the following: a. "J-40 Bonding Agent" ; Dayton Superior Corp. b. "Everbond" ; L & M Construction Chemicals. '`? 'f�' 1 C. "Hornweld" ; A.C. Horn, Inc. d. "Sonocrete" ; Sonneborn-Rexnord. .' e. "Acrylic Bondcrete" ; The Burke Co. t k F H. Waterstops: See Section 07130. jg j 2 . 4 PROPORTIONING AND DESIGN OF MIXES: a f: .. � A. Prepare design mixes for each type and strength of concrete by either laboratory trial batch or field . ' experience methods as specified in ACI 301. If trial ; 7 batch method used, use an independent testing facility .: , acceptable to Architect for preparing and reporting j proposed mix designs. The testing facility shall not &' be the same as used for field quality control testing. , B. Submit written reports to Architect and Structural Engineer of each proposed mix for each class of „ concrete at least 15 days prior to start of work. Do not begin concrete production until mixes have been reviewed by Architect. €Yt C. Design mixes to provide normal weight concrete with the following properties: y41 y. CONCRETE WORK & CONCRETE FLOOR TOPPING 03310-7 p 7 ti t f . ..) t Mcx+ + ?` �,ij(�5 ! Y1{•� ,, 'Aas F4 fty,. t.Y r 't3t ') .l, la+r�. dF ' �s r .r + `'t i � r ; '�/� ;.,t 0 .P?a�} { (YS}}�},d °�(,C-�• rtIt,ti? x ..?w�•rh�+ �.yr�rf'S:t4 j1 '�+j , p ,yr� S'}.t sxi.L r�.�21'ki��.�. a 1 C'J 'A ".t r .•, t 7 ' i ?). 1 IS 4 f � xr ';,+th a 'i z t x �. + .. . ! , ,)' A t 3e' fi .`j f 7,; , i Y: l x tf 4 i,♦:1F k�1?� A pf IN I f. {�r t f � ' ,t `' :..asVet!:aW+er4';'fn`,fF(•:`�`,il� "'��^. ..t fi,t F �:`:E=rs��'�a,.�'�G�;t..: �..,.'.u,.: .`;..M..... ...,...t .. ........_..... , .fiik« live strength w/c ratio, 1, 4000 psi 28-day compressive % `i, p '. c 0. 35 maximum ' .ry 0. 44 maximum (non-air-entrained) , , (air-entrained) . fat �r adjustments D, Adjustment to Concrete Mixes: Mir. design to may be requested by Contractor when characteristics of . rs�; " materials, job conditions, weather, test results, or other circumstances warrant; at no additional cost to Owner and as accepted by Architect. Laboratory test stre ngth data for revised mix design and results must by Architect before using '' ` fitted to and accepted be submitted .g�,"•'7{$'it 1�''p fi, . in work. 11k Design mix to produce standard 'x E. Concrete Floor Topping: { �L topping material with the following characteristics• days. 1, Compressive strength; 3500 p si at 28 8°1 maximum at oint of placement for 2, S lump; p concrete containing high-range water reducing admixture (super-plasticizer) and 3" maximum for other concrete. C ratio 3 . Maximum W/ i 0 51 ty}•.l�;j�y�Y, .fit.•i -mixed used Furnish ready F. Ready mixed topping may be us topping complying with requirements .of ASTM C 94 . } . G. Admixtures: {' 1. Use water-reducing admixture or high range water- t.l reducing admixture (super plasticizer) in concrete ;a as required for placement and workability. 2 , Use non-chloride accelerating admixture in concrete slabs placed at ambient temperatures r. ?' below 50 deb F (10 deg C) . 3 , Use air-entraining admixture in exterior exposed k. •a� concrete, unless otherwise indicated. Add air- f: entraining admixture at manufacturer's prescribed rate to result in concrete at point of placement having total air content with a tolerance of plus- }` .• or- minus 1-1/2 percent within following limits: r ' a. Concrete structures and slabs exposed to freezing and thawing, deicer chemicals, or subjected to .hydraulic pressure: Li 1) 4 . 5 percent (moderate exposure) ; 5. 5 percent (severe exposure) 1-1/2" max. aggregate. 4 . 5 percent (moderate ,. 03310-8 j CONCRETE WORK & CONCRETE FLOOR TOPPING pF•r n Cf t� e?Ekfi3/kCfi 'Yni. .' i "t_And'v`'a'''":' 'at%{iE�>.:zit •'i;ic•wi5? it ?xacrt.'+.-*.,«.---- .. T}: `, ° tt r { N1, • f .1 r .. - tU t '4 � .t,S..� Wt�7Y jl.Ye lS� 24 ,� � Jr ov Jill! i 11 o ON 4411;• f yt' .tt 1 L,.0 t F yy N h • �t ;? ';�a�i`�42,' 'rax-rt',»rw.;,;4:_._.'. t � t ,,,.,ate+r+'e.ti,>t�rin".5'�Y?�"��t�'�i'rt"" . '�j, "1w9r{Y�or�r�',C";3";�""vfw,•,,.A.«:...,....... .. .. ...:.11,.....,..,.s�rltfita�'.t ,{ W exposure) ; 6. 0 percent (severe exposure) s 1" max. aggregate. y 3 2) 5. 0 percent (moderate exposure) ; 6. 0 exposure) 3 4" max. "¢ percent (severe xp ) / aggregate. _ 3) 5.5 percent (moderate exposure) ; 7 . 0 percent (severe exposure) 1/211 max aggregate b. Other Concrete (not exposed to freezing, thawing, or hydraulic pressure) : 2 percent to 4 percent air. 5' Ei l 4 . Use admixtures for water-reducing and set-control in strict compliance with manufacturer's <: directions. r' H. Water-Cement Ratio: Provide concrete for following ` conditions with maximum water-cement (W/C) ratios as follows: 1. Subjected to freezing and thawing; W/C 0. 50. 2 Subjected to deicers/watertight; W/C 0 . 45. 3 . Subjected to brackish water, salt spray, or ; �rri: s yi � , deicers; W/C 0.40. ;3S'' Gyro• tSi•�tt;� I. Slump Limits: Proportion and design mixes to result in ,a: .;, concrete slump at point of placement as follows: 1. Ramps, slabs, and sloping surfaces: Not more than ! xti ,' J 301 . 2 . Reinforced foundation systems: Not less than 1" and not more than 311 . 3 . Concrete containing HRWR admixture (super- }» {;. .a plasticizer) : Not more than, 8" after addition of HRWR to site-verified 2"-3" slump concrete. 4. Other concrete: Not less than 1" nor more than 4" . •; 2. 5 CONCRETE MIXING: ' A. Job-Site Mixing: Mix materials for concrete in .,.:.; appropriate drum type batch machine mixer. For mixers of one cu. yd. , or smaller capacity, continue mixing at least 1-1/2 minutes, but not more than 5 minutes after. ingredients are in mixer, before any part of batch is released. For mixers of capacity larger than one cu. yd. , increase minimum 1-1/2 minutes of mixing time by } 4 ; 15 seconds for each additional cu. yd. ,. or fraction thereof. 4 t1 CONCRETE WORK & CONCRETE FLOOR TOPPING 03310-9 1 4 4- t a a 1 fYY U. HY•tJf' t i 1t ytl+st +}rz�r1 iq'L.�11�t�k t tt✓ t!' �f wlv� 1U 2• 'i�y`> j� L. .� cif � 'Rkf`r�jt+t$ 1 '';� h� SC.t,„,Y� �.. r��•` 1�t � i .' t f i' , ,j t ,t } t, x� d�i'�` r4' 7 7 r^ i '�'• Fay�a•4'.'a�+ rin.-�'y, { 'itrft rS i. i i :1� > `fi3 SaY '`4 . 7+ t } L Hk,�:;:�� '`k'�°.!3t�,t m± i; +'.Y, f .;�r i };,✓ :! , ; ., ,.c �kt��r�y.14i�..,:nF�3%}�{. '$'.i� , E'' { - E Nt 'p - t yn:,YVCtLri• d 'ftw 4 c s,t �14'v ::F�; 'S`h 1...•.:I L...�t ,(,.::,,.. .. .... .ritR�.... � t rnn+u i�,`,':3�17� 12.P", )1. •. 5y yyL i1 .`, •••H ....__.. • ......:L;is�.l.�.iei'4bI�Y11�JIM4YlY��111 ?� \•'t � t�}w�.wp f 1, f, Ytr' 1 ' B. Provide batch ticket for each batch discharged and used ��`• `s in work, indicating project identification name and §" 3' number, date, mix type, mix time quantity, and amount of water introduced. ° . . Ready-Mix Concrete: C. rete Y Comply with requirements of ASTM C ""s' 94, and as herein specified. ;f :=c D. During hot weather, or under conditions contributing to rapid setting of concrete, a shorter mixing time than specified in ASTM C 94 may be required. q d. MN xt7f'd z4}W'� PART 3 "'� ' EXECUTION 3 . 1 GENERAL A. Coordinate the installation of joint materials and vapor retarders with placement of forms and reinforcing { l nfi steel. 3 .2 FORMS: ! A. Design, erect, gn a support, brace, and maintain formwork to 4 $ ' � F support vertical and lateral, static, and dynamic loads srL'" that might be applied until such loads can be supported `" {'{ .: by concrete structure. Construct: formwork so concrete members and structures are of correct size, shape, alignment elevation and position. ' Maintain formwork '` construction tolerances complying with ACI 347 . 1 B 211 t opping applied to hardened concrete:. Remove dirt, F=l , loose material, oil, grease, paint or other contaminants, leaving a clean surface. ;* { 1. When base slab surface is unacceptable for good bonding, g g, rou hen surface by chipping or scarifying before cleaning. ' s C. Design formwork to be readily removable without impact, shock, or damage to cast-in-place concrete surfaces an adjacent materials. d y DD. Construct forms to sizes, shapes, lines, and dimensions shown, and to obtain accurate alignment, location, grades, level and plumb work in finished structures. Provide for openings, offsets, sinkages, keyways, recesses, moldings, rustications, reglets, chamfers, blocking, screeds, bulkheads, anchorages and inserts, x u and other features required in work. Use selected materials to obtain required finishes. Solidly butt t jk CONCRETE WORK & CONCRETE FLOOR TOPPING 03310-10 E �'`'�.��', 'E+�?i�r�.-��?o-: � art F:�1 �: • ,: It)..;,t .}r {tf .i7'h�l.�'yi 3 'r,ext','{'•'V},'�); 7 t a ='�wN?t''^��i•,.�b'yt� �53?53itK1 ly.° r,5 a`pt:l :�' ' t! " ..—,.., t t t' .+ ! 'r y,� hfi.t 21 ,`�, �,i4'..��I� �. .1 Z�' ssk �'d < •rre1`t�.lfSC' r ,�' ? :, _ r,t j'{,4 t�{ 1`.: fit', f ✓{{r .Wa.,.kl` !{/51 f rr r .r rti.' r t 1 i .,�, S.rf 7• fh. '"�� i f '}}t�'�`;�.t? � .f t, :t r��/ �+� 5` t •t -r} � er��t r d1 M_X .c i '- rr� r J ? 1 i!t ti.:.. i f 't,fi�rSa t? y a:fit: r rata i Ia t1 �`'y t.t •. 5.. t i is L .+?F55 � �: 'P: r � 4 .. fr�`�i.�: :. .tf~•:vwa .. ,,. rr::Ei��<,�.fi ,..._., rro #, n,�• .. .. .: �......... s.wtw.fdewrffi; i y h r , #~� ',fix'== {:. •'."�` rM a joints and provide back-up at joints -to prevent leakage of cement paste. r, a} C E. Fabricate forms for easy removal without hammering or �r �.•} prying against concrete surfaces. Provide crush plates ' or wrecking plates where stripping may damage cast "+ concrete surfaces. Provide top forms for inclined surfaces where slope is too steep to place concrete �� 4t with bottom forms only. Kerf wood inserts for forming keyways, reglets, recesses, and the like, to prevent swelling and for easy removal. F. Provide temporary openings where interior area of rf s formwork is inaccessible for cleanout, for inspection before concrete placement, and for placement of concrete. Securely brace temporary openings and set tightly to forms to prevent loss of concrete mortar. Locate temporary openings on forms at inconspicuous locations. I G. Chamfer exposed corners and edges as indicated, using wood, metal, PVC, or rubber chamfer strips fabricated to produce uniform smooth lines and tight edge joints. H. Provisions for Other Trades: Provide openings in concrete formwork to accommodate work of other trades. Determine size and location of openings, recesses and chases from trades providing such items. Accurately 4 ` place and securely support items built into forms. >� I. Cleaning and Tightening: Thorou ghly clean forms and z adjacent� nt surfaces to receive concrete. Remove chips, hss5#�'`�`��•`� wood sawdust dirt or other debris just before concrete is placed. Retightening forms and bracing after concrete placement is required to eliminate ``'" ; u': "":•. mortar leaks and maintain proper alignment. ` i 3 . 3 FLOOR TOPPING INSTALLATION: eri A. Prior to placing topping mixture thoroughly dampen : slab surface but do not leave standing water. Over dampened surface, apply specified bonding compound (re- sv � ` wettable or non-rewettable) or epoxy adhesive. Place " ' topping mix after re-wettable bonding compound has dried or while non-rewettable bonding compound or epoxy adhesive is still tacky. 1. For reinforced toppings, P rovide necessary chairs ' Y, or supports, and maintain position of reinforcing mesh as shown on drawings. #' ;r. 2 . Joints: See drawings for joint locations. F^ {b CONCRETE WORK & CONCRETE FLOOR TOPPING 03310-11 ` , 'rt yr r i �_ rt�,t#• i4 `i� AAtt777 C �� P•. r i ��t tkyhySr`�.�y d+ �.. IIMw $ it SMIN ISO M�Ai ' 01 !i'*r B. Provide batch ticket for each batch discharged and used u. in work, indicating project identification name and ♦ / quantity, ,�Yjnr�Y•', ' number, date mix type, mix tame uantit and amount of water introduced. f x, § a• C. Ready-Mix Concrete: Comply with requirements of ASTM C t 94, and as herein specified. tt;' F F' D. During hot weather, or under conditions contributing to rapid setting of concrete, a shorter mixing time than ;fietr 41';.., specified in ASTM C 94 may be required. t , PART 3 EXECUTION 3 . 1 GENERAL: A. Coordinate the installation of joint materials and vapor retarders with placement of forms and reinforcing steel. 3 . 2 FORMS: sHj Y s" a= z A. Design, erect, support, brace, and maintain formwork to support vertical and lateral, static, and dynamic loads ; that might be applied until such loads can be supported by concrete structure Construct formwork so concrete , > <TM' members and structures are of correct size, shape, <' alignment, elevation, and position. ' Maintain formwork 4 construction tolerances complying with ACI 347 . LJ B. 2" topping applied to hardened concrete:. Remove dirt, loose material, oil, grease, paint or other contaminants, leaving a clean surface. ,.;i 1. When base slab surface is unacceptable for good bonding, roughen surface by chipping or scarifying before cleaning. ;Y ` < C. Design formwork to be readily removable without impact, + s shock, or damage to cast-in-place concrete surfaces and adjacent materials. D. Construct forms to sizes, shapes, lines, and dimensions shown, and to obtain accurate alignment, location, grades, level and plumb work in finished structures. Provide for openings, offsets, sinkages, keyways, tY ,y recesses, moldings, rustications, reglets, chamfers, blocking, screeds, bulkheads, anchorages and inserts, and other features required in work. Use selected . 3 materials to obtain required finishes. Solidly butt 7,xri` � r CONCRETE WORK & CONCRETE FLOOR TOPPING 03310-10 7777"' v < yv r�l l„+�t r 4 ,. t. . �, t 1� r .r{ .#1 r ��Ktn ia .r {'�ccX1!Yo n I i M f r 1 " t l 1 t .Ge� rd..Ijz ;I x 1 P D't '�' .rt4MT 4 k ��y }'n4 1 C3{ .y :,{; rr i:.l X 11 �` � 00, 99v.".r l'iz''rl4 fi+i tr< nti' �f JS r✓°ti Q�f 1,. t } [< '� S , tl. f 7 rr i } 9 t1,,h i,• 'fr''�.�ffrr 'ry 8 v t�Y}r�y�:! Y�Yr�`s�'.q'�` .0 x .t d ':!y'.t• r .4 +' ! .l r' + .r�rt ,y7�H .�+. <�+��t Syi}i> �Jn i ,fi�•I�rtx 17. ,4;�1r* �t � E � ,,, i ci > c��;,111 :'h.t s, V;`�, . : tYf> ( 4ii 5" 5 7 { at.. t ¢ s rr1 1. +; rl.,r r,. Ya• •Y a ,ti`{t5"'i�' °,' ,+• 3 PY '7, 'f �r 1RXAr��'r PIAM�' i,�"fb;F'l�J,� r1tt '}! JLrv°:{.d ;1},1�{'�J`� Mom f,aft��.tt�1�6[It'wrMV,rw..:f:t l...,w.Fj...3. .fa, a�e:.t+-isr+*+`tFf+ft!tt#+>E4�CC��d�T�! f�,4� ':5"v'.'t CX..�'"�aT1'`f `"iS'� �'!A.`sk'!!.ea+aw��t .., 1.... •,.. ._ %. j ry x��+ tt.1�°V� i1. '� + s+.. 3 4 PLACING REINFORCEMENT: r `"? <;==, ' A. Comply with Concrete Reinforcing Steel Institute's 5 recommended practice for "Placing Reinforcing Bars" , .�th for details and methods of reinforcement placement and .•'I.4`1'4yi�"�. r supports, and as herein specified. Avoiding 1• g cuttin g or puncturing vapor retarder during reinforcement placement and concreting operations. . a B. Clean reinforcement of loose rust and mill scale, earth, ice, and other materials which reduce or destroy bond with concrete. C. Accurately position, support, and secure reinforcement against displacement by formwork, construction or ' ' ' ? concrete placement opera Locate - and Lions .support reinforcing by metal chairs runners bolsters ;`' ;,' spacers, and hangers, as required. D. Place reinforcement to obtain at least minimumY ..°-" coverages for concrete g protection. Arrange, space, and securely ie bars and bar supports Y pports to hold reinforcement in position during concrete placement operations. Set wire ties so ends are directed into concrete, not toward exposed concrete surfaces. E. Install welded wire fabric in as long lengths as practicable. Lap adjoining pieces at least one full mesh and lace splices with wire. Offset end laps in fir. adjacent widths to J prevent continuous laps in either FM . direction. . 3. 5 JOINTS: A. Construction Joints: Locate and install construction joints as indicated or, if not indicated, locate so as . not to impair strength and appearance of the structure, as acceptable to Architect. , B. Provide keyways at least 1--1/2" deep in construction joints in walls, slabs, and between walls and footings; accepted bulkheads designed for this purpose may be used for slabs. C. Place construction joints perpendicular to main reinforcement. Continue reinforcement across construction joints, except as otherwise indicated. P k D. Waterstops: Provide waterstops in construction joints 4 ` as indicated. Install waterstops to form continuous CONCRETE WORK & CONCRETE FLOOR TOPPING 03310-12 �a 5 f i t � a "T i 6zf .a?ui, ., r ;J+J,.d� +.� Jy t m f t + 'a. r 7 t.,+ r .4t-• , ,, q ukf x � i t ..,x�� .'x a, •"' .`�* t'�1I:`'ig �` t is �a�r'+t .12ti¢' � .1: I tt !. 1 .7 .{. tt ;:.a r.r�b�iy .;y,'*gn �. ,k `�:u`•'*�"y�+'��S:c, t A iw k+ .�:+'h ✓ } it t�.. yi{l { r "+�ik x�'}StiriS�7 ,fir ti�47"t�X "yr"{a �, z r.. .HO i•z� ?'tc .y r? �'' a5 ! `7 r• t i t ... tt t .,:t;a n"+ r".ir .4:r ? I �='S.t t'; l x '� 'i3•L'.+"} ,;:.i !!r'N.�., ,k�'I: 'i. t .y y. f 't' + ?.f.I )) + f ?'I• } n jf:q! 1t,,w f1t�'�£'ni-`a:Xtitt •�'.j+.+ SyP"t' +r �,�'Rt •+r..:,��° ..} ` t' ! rt; # r.r {�. '� � 'v�+1�i��1'A r`ti`'iY �a$!� .�i£' r ��'A �,t "J" ' + !V C+ 1 �i. �N/Y {'S'v.'i C"+"t1'a f+,r� ,,y R •+•ti; �'`: . �! kvi`„^'U;'' ,a"~�41+5°rosv,t diaphragm in each joint. Make provisions to support ^ and protect exposed waterstops during progress of work. Fabricate field joints in waterstops in accordance with manufacturer's printed instructions. ' �. w E. Isolation Joints in Slabs-on-Ground: Construct E 4a t` isolation joints in slabs-on-ground at points of contact between slabs-on-ground and vertical surfaces, y: xHS;'Ir,r<1 z' such as column pedestals, foundation walls, grade beams, and elsewhere as indicated. _' 1. Joint filler and sealant materials are specified k=• -,. f � in Division-7 sections of these specifications. `; 1 F ! + F. Contraction (Control) Joints in Slabs-on-Ground: Construct contraction joints in slabs-on-ground to form ' panels of patterns as shown. Use inserts 1/4" wide x 1/4 of slab depth, unless otherwise indicated. G. Form contraction joints by inserting premolded plastic, hardboard or fiberboard strip into fresh concrete until top surface of strip is flush with slab surface. Tool slab edges round on each side of insert. After concrete has cured, remove inserts and clean groove of loose debris. 3 . 6 INSTALLATION OF EMBEDDED ITEMS• A. General: Set and build into work anchorage devices and other embedded items required for other work that is3, .1 attached to or supported b Y► cast-in-place concrete. { Use setting drawings, diagrams, instructions, and directions provided by suppliers of items to be <a attached thereto. 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 +s1 slab surface. Provide and secure units sufficiently strong to support types of screed strips by use of :f strike-off templates or accepted compacting type x• 'r screeds. 3 . 7 PREPARATION OF FORM SURFACES: ; A. Clean re-used forms of concrete matrix residue, repair < ' �= and patch as required to return forms to acceptable u surface condition. B. Coat contact surfaces of forms with a form-coating compound before reinforcement is placed. t ry 1 CONCRETE WORK & CONCRETE FLOOR TOPPING 03310-13 T i WR i �.t Q' °tsFF y;'S'3 rW ti..•,ro ��.t�'�'�(' 'kt�Y l��rokflK ri � i /�, � ( ( y; rp} i^'�r�,r i `,u. 1 • ,.. • .; .. .� r. :1 :ari5 i'r'k .yr� • ,t C . . .. }.(� tr 7Y« t'i�r�i7�9,�� Yea� �n „i .: .C•,.; s x;b�'�,^�.�r,'�. #d=it;+avp: 3Cla ...,a..... ..,.., .. ...:�,. 4. n2;. o-y' r �.. ........._._ ..... ., ,..._... �x �j`t}};• •'•l�'C+1 '• j1 +..,.wr.... r ._.u.ne:.rN>G.`ltr'f3li.s�'. ":'C1' �ii�3f;TV�`;tx cl�S"'?rt,�xC`i:Ct�Wx'S7s`.�i.°Y'a:`„`"sra'a. 1, i.. x t? .4Liy. •` r,;C 3 11 14 C. Thin form-coating compounds only with thinning agent of y r type, amount, and under conditions of form-coating j 2 : compound manufacturer's directions . Do not allow _. ifr A° excess form-coating material to accumulate in forms or `- to come into contact with in-place concrete surfaces against which fresh concrete will be placed. Apply in syt . compliance with manufacturer's instructions. f:i��:i•°:tii.• . D. Coat steel forms with a non-staining, rust-preventative g P form oil or otherwise p rotect against rustin g. Rust- stained stained steel formwork is not acceptable. 1 f 3 . 8 CONCRETE PLACEMENT: A. Preplacement Inspection: Before placing concrete, xr, inspect and complete formwork installation, reinforcing ` steel, and items to be embedded or cast-in. Notify other crafts to permit installation of their work; cooperate with other trades in setting such work. }{ Moisten wood forms immed�',.ately before placing concrete where form coatings are not used. '':`;:'; 1. Apply temporary protective covering to lower 2' ofc7 ', finished walls adjacent to poured floor slabs and similar conditions, and guard against spattering try. ;., during placement. Hti B. General: Comply with ACI 304 "Recommended Practice for ': { 4 .; Measuring, Mixing, " Transporting, and Placing Concrete" , � eiJ and as herein specified. { C. Deposit concrete continuously or in layers of such - thickness that no concrete will be placed on concrete which has hardened sufficiently to cause the formation of seams or planes of weakness. If a section cannot be placed continuously, provide construction joints as herein specified. Deposit concrete as nearly as practicable to its final location to avoid segregation. � . s y D. Placing Concrete in Forms: Deposit concrete in forms in horizontal layers not deeper than 24" and in a manner to avoid inclined construction joints. Where placement consists of several layers, place each layer while preceding layer is still plastic to avoid cold ..::.,j. joints. E. Consolidate placed concrete by mechanical . vibrating equipment supplemented by hand-spading, rodding, or r tamping. Use equipment and procedures for S. consolidation of concrete in accordance with ACI 309 . CONCRETE WORK & CONCRETE FLOOR TOPPING 03310-14 i 'dt 3i M t f�, b,r�t t `. t M •.—.- N..li r ';tr'Fr"7tF''� .sF5,1""'fitt,. i`itY:, ,.. k' t s 1 '�� C. C r< � tai . i1� r z. •' ,, i , J .4�'+ 1. 2 r, u yips x Aiti} r.. p�,t�t;f�}i�1y57 't ,, `.t 'FJ .•,.�i r: 'a,•r�'�}�idr i� f,. 1° its -+u r :t .` g r 1 : r, 17 it ,, .t a f :' C. ' ' sr :''i� t ° . .vq.i ,. ,';L�xp7'y_•�t s U i .f� •dl 7. 7,di "C tV . } Sr:,9m.i z ::I}" .,rt.,�: 1 .'nl` ! 2Y =t rC ,jn1s'4`lr�,.' '•`i �, ..x. + � . 1'rs,7� y2'LsfxN 07 r' ,'f s .,; \ ti rr'Ctd'•ir- {,r''i .`r. i.,xq; 'k5 tis�..`f t?;•. ) J j.> :4=`_` + s., t ..r `•'t'�,,a�.:� Ci� a 1,Y.: r, "i° t s•:' '�.. "g'g��' ! 1^ 1 7�' .. �,.if.r:r �. ,•:.A'.t:,v :�i6��rrf.'jJ � ?;�.� "�j��.y��F�'+ �{`t�`„ ti• , ... .tt �`�°��c 1 ;,�-eGr��9�Jjr��,Cg�} j� ;•'st 15 11:1 1 L F. Do not use vibrators to transport concrete inside forms. Insert and withdraw vibrators vertically atr.� uniformly spaced locations not farther than visible r , effectiveness of machine. Place vibrators to rapidly penetrate p e placed layer and at least 6" into preceding :'=. k layer. Do not insert vibrators into lower layers of concrete that have begun to set. At each insertion % limit duration of vibration to time necessary to 4 consolidate concrete and complete embedment of reinforcement and other embedded items without causing g g . .;, se re anon of mix. G. Placing Concrete Slabs: Deposit and consolidate concrete slabs in a continuous operation, within limits `" of construction joints, until the placing of a t panel or r ' section is completed. P g %. H. Consolidate concrete during g placin operations erations sa that concrete is thoroughly worked around reinforcement and other embedded items and into corners. I. Bring slab surfaces to correct level with straightedge and strikeof .f. Use bull floats or derbies to smooth surface, ' free of humps or hollows. Do not disturb slab surfaces prior to beginning finishing operations. :. Maintain reinforcing in proper position during concrete placement operations. K. Cold Weather Placing: Protec `is concrete work from physical damage or reduced strength which could be tc ' caused by frost, freezing actions, or low temperatures, .,. in compliance with ACI 306 and as herein specified. r i L. When air temperature has fallen to or is expected to fall below 40 deg F (4 deg C) , uniformly heat water and ^' aggregates before mixing to obtain a concrete mixture temperature of not less than 50 deg F (10 deg C) , and not more than 80 deg F (27 deg C) at point of ti placement. M. Do not use frozen materials or materials containing ice ` or snow. Do not place concrete on frozen subgrade or on subgrade containing frozen materials. ' 5 N. Do riot use calcium chloride, salt, and other materials containing antifreeze agents or chemical accelerators, unless otherwise accepted in mix designs. a 0. Hot Weather Placing: When hot weather conditions exist 1 that would seriously impair quality and strength of CONCRETE WORK & CONCRETE FLOOR TOPPING 03310-15 I p '��'s'�. .+d,,�k•,r,,Til�ask�h. ��t tr�tt 1 t N t;� sa � .r;r r r r rr�tit�� ,Q�a�j}Y�� ♦,i� , F}lh,t. T', r r l,A '. u ) + _T + r.:. !i r + i'yyrl-kt/,,..5 }j� z � S + F z i y i, } j�. L � zA 2 concrete, place concrete in compliance with ACI 305 andx: � ` as herein specified. „f ..4 P. Cool ingredients before mixing to maintain concrete 1r temperature at time of placement below 90 deg F (32 deg C) . Mixing water may be chilled or chopped ice may be used to control temperature provided water equivalent of ice is calculated to total amount of mixin water. Use of liquid nitrogen to cool concrete is Contractor's ?" '�t " ' rt option. Q.Q Cover reinforcing steel with water-soaked burlap if it r { ,r ✓ .,, becomes too hot, so that steel temperature will not exceed the ambient air temperature immediately before embedment in concrete. R. Fog spray forms, reinforcing steel, and subgrade justr before concrete is placed. S. Use water-reducing retarding admixture (Type D) when required by high temperatures, low humidity, or other adverse placing conditions. 3 .9 FINISH OF FORMED SURFACES: ' A. Smooth Form Finish: For ` .;•�;;rr formed concrete surfaces exposed-to-view, or that are to be covered with a coating material applied directly to concrete, or a �,r'r % :� covering material applied directly to concrete, such as waterproofing, dampproofing, veneer plaster, painting, or other similar system. This is as-cast concrete surface obtained with selected form facing material, arranged orderly and symmetrically with a minimum of seams. Repair and patch defective areas with fins or other projections completely removed and smoothed. :, t 3 . 10 MONOLITHIC SLAB & CONCRETE FLOOR TOPPING FINISHES A. Float Finish: Apply float finish to monolithic slab r �. surface to receive finishes as hereinafter specified, and slab surfaces which are to be covered with membrane ' ' or elastic waterproofing, membrane or elastic roofing, or sand-bed terrazzo, and as otherwise indicated.,` .. B. After screeding, consolidating, and leveling concrete slabs, do not work surface until ready for floating. Begin floating when surface water has disappeared or when concrete has stiffened sufficiently to permit operation of power-driven floats, or both. Consolidate x ` surface 'with power-driven floats, or by hand-floating { if area is small or inaccessible to power units. Check CONCRETE WORK & CONCRETE FLOOR TOPPING 03310-16� t . {f,t it Y aG,St 40 ra f {'� 54,t j�.fl+ r 4 ik } L { G ! � Y k xri� �l�y�,rr"7 � } ;,,er4- {'�y)ry c, r </f ; rig �,. t1r y y`k7; r` r�z; '•' n, . Ij 14, r.., .. ... . .,,i. �I '.i t��ii'y+��•"'J",r�^Exrp.`G��t`iiV_ r iw err t e.'"':i!=w?tt < i.• and level surface plane to tolerances of F F 18 F L 15. 3A,tk "Y .Jn t.,,,lY+ i Cut down high spots and fill low spots. Uniformly slops surfaces to drains. Immediately after levelin g refloat surface to a uniform, smooth, granular texture. b C. Float Finish for Topping: Spread topping mixture evenly over prepared base to the required elevation and Use highway straightedge, bull float, or `� � strikeoff. .``'`` :. darby to level surface. After the topping has 44,, t 49:' stiffened sufficiently to permit the operation, and water sheen has disappeared, float the surface at least twice to a uniform standy texture. Restraighten where necessary with highway straightedge. The surface shall ,, achieve an Fp20/FL17 tolerance when tested in accordance with ASTM E 1155. Uniformly slope surface to drains. D. Non-Slip Broom Finish: Apply non-slip broom finish. 'f E. Immediately after float finishing, slightly roughent`�" concrete surface by brooming with fiber bristle broom :, ` perpendicular to main traffic route. Coordinate required final finish with Architect before 4 application. '',` F. Chemical-Hardener Finish: chemical-hardener S`2 '''•°: ' Apply finish to interior concrete floors where indicated. '+' kr Apply liquid chemical- hardener after complete curing r� and drying of the concrete surface. Dilute liquid hardener with water (parts of hardener water as follows) , and apply in 3 coats; first coat, 1/3- strength; second coat, 1/2-strength; third coat, 2/3- strength. Evenly apply each coat, and allow 24 hours u. for drying between coats. >' G. Apply proprietary chemical hardeners, in accordance t , k with manufacturer's printed instructions. `; r H. After final coat of chemical-hardener solution is applied and dried, remove surplus hardener by scrubbing mss. and mopping with water. • 3 . 11 CONCRETE CURING AND PROTECTION: r�: r A. General: Protect freshly placed concrete from premature drying and excessive cold or hot temperatures. B. Start initial curing as soon as free water has c disappeared from concrete surface after placing and CONCRETE WORK & CONCRETE FLOOR TOPPING 03310-17 k ;�•. yyrr�. v-' Y C4.Z=P"L j Y ,�Q��TYa...' ""°'• '•^^,.....+we...r.e+.+4•+�.,wTa^'E'f,.°l L11: VIA 1 k f$i )f s y d, t y 7 7 +.: 4 .: ! I r t �S!,i,• t N+4 t ' 1 �¢4�i � 4.x+G`.y,rtr xV � •'.�!a 1 t i tlr�, ! , r tti r '� +. , f ,Gw�,� �fy'k:.v^ l"'r�t ,l r t,k;t•.� 1 1 i t 1 �• t} t.,: ;1 .i�u.5 i t+.a..ar�lrYr�1r * {{?..z•.o t j[.'�th t ..i F �..,1 v �d i ,. r 2 i ti j + v r 7xt,r]54 �� , a`;i� 4'�``�1`� :'•�ltr�t Syy.. + � } ,,,+�' n F t t. t, �,.!. v. s i 7 t�'1� '{'�trM,a�st�"� '1t�, �, . ,At�Yd tlttj�yft( 1. �.. f.' t 1'1 .t, } r.. _ J f. 1��.;�t i'�•i x r .h a '. � i t � sfi k t �, S JIM iP i ,,"i th .°fi"sb•«w...".,..,...�..„... ......... ....: .f4o r 'u, "M Yt. finishing. weather permitting, keep continuously moist} >� . ' for not less than 7 days. •x ��;�; .t C. Begin final curing p rocedures immediately followi ng initial curing and before concrete has dried. Continue i= final curing for at least 7 days in accordance with ACI 301 procedures. Avoid rapid drying at end of final ; curing period. ; D. Curing Methods: Perform curing of concrete by curing and sealing compound, by moist curing, by moisture- y tf ,1J .r retaining cover curing, and by combinations thereof, as herein specified. E. Provide moisture curing by following methods. i A 1. Keep concrete surface continuously wet by covering with water. 2 . Continuous water-fog spray. 3 . Covering concrete surface with specified absorptive cover, thoroughly saturating cover with water and keeping continuously wet. Place absorptive cover to provide coverage of concrete surfaces and edges, with 4" lap over adjacent /+ absorptive covers. { F. Provide moisture-cover g follows. � istu curing as t !1 hl i 1. Cover concrete surfaces with moisture-retaining cover for curing concrete, placed in widest practicable width with sides and ends la pped at .' •' least 3" and sealed by waterproof tape of '�x`z adhesive. Immediately repair any holes or tears during curing g g period using cover material and ;;r,�tu�,.��•{,�.��. waterproof tape. # { ; � G. Provide curing and sealing compound to exposed interior slabs and to exterior slabs, walks, and curbs, as follows: Kati •'`aa s�)'' 1. Apply specified curing and sealing compound to concrete slabs as soon as final f finishing ' operations are comp lete (within 2 hours) . Apply uniformly in continuous operation b ! •;s.f�`4"� " p y power-spray i or roller in accordance with manufacturer's directions. Recoat areas subjected to heavy "_�z.�;:;�'�k"it��` �5�M•, ; rainfall within 3 hours after initial application. Maintain continuity of coating and repair damage f ' during curing period. ' , ti �... �dr��Y i$'srtstro�` ' CONCRETE WORK & CONCRETE FLOOR TOPPING 03310-18 �'�2 �'�•,��`�<' • .� fit..«..—....—..... .,._,... f, ,r. ..., _V._..,._........ ..........._..v._.. �._. _... ��4{�S�� iQ c f Tt},r tyu. �y7r�pi+aTb^-v tyt! F moll Milo I 111 fl tai .y f +�t4',S.tA.fi'�f Fitt w �aH;.u:aw:.sti,.,5:.t..c.:,Muirbib 6t'•;$'A'"e`:`.ti.k:.t Fp "'NOV d ,,, "'oo ?i�W" x $ .fay. I r 4't k.qk H, Do not use membrane curing compounds on surfaces which x s .T� •`kE are to be covered with coating material appliedf < ; directly to concrete, liquid floor hardener, waterproofing, dampproofing, membrane roofing, flooring (such as ceramic or quarry tile, glue-down carpet) , painting, and other coatings and finish materials, unless otherwise acceptable to Architect. {"y I.- Curing Formed Surfaces: Cure formed concrete surfaces, ;; "fs;F 3: , undersides of beams, supported slabs, and '�;nz n; including un :? other similar surfaces by moist curing with forms in place for full curing period or until forms are removed. If forms are removed, continue curing by methods specified above, as applicable. •sti' ? isf;;t '; J. Curing Unformed Surfaces: Cure unformed surfaces, such as slabs, floor topping, and other flat surfaces by ff , application of appropriate curing method. K. Final cure concrete surfaces to receive liquid floor hardener or finish flooring by use of moisture- :°: :;;:;•';:: retaining cover, unless otherwise directed. �' <7 {s C L. Sealer and Dustproofer: Apply a second coat of specified curing and sealing compound only to surfaces given a first coat. 4 3. 12 REMOVAL OF FORMS: Yi..y: 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 N not less than 50 deg F (10 deg C) for 24 hours after '='ll placing concrete, provided concrete is sufficiently ; ` ! hard to not be damaged by form removal operations, and provided curing and protection operations are maintained. ' 3 . 13 RE-USE OF FORMS: A. Clean` and repair surfaces of forms to be re--used in work. Split, frayed, delaminated, or otherwise damaged form facing material will not be acceptable for exposed x;.y iG �, . surfaces. Apply new form coating compound as specified for new formwork. >�: yW li 7 4C ,4 . B. When forms are extended for successive concrete .. placement, thoroughly clean surfaces, remove fins and a` laitance, and tighten forms ^to close joints. Align and secure joint to avoid offsets. Do not use "patched" CONCRETE WORK & CONCRETE FLOOR TOPPING 03310-19 4 T,';V0.'r1°�; �;? .f � r':a-(Ir�M+y .� � f �k ray i) � 1 C_ � r .• S J' i � 6s ,ti irt�1 a�� T ylf ,�, �' +,.'•e d:�y{',}�V`;,; � i a'�. t1t r,t,.yy,��2� : 7a r'rs to � .1 ¢ .6 t�� .in.y�S�=�� ...........� u. °''s" ggX' .pt��fiJ ti �+3) f rl,',p r 1'.d!`' titi< rn== ii s Y 1. } ,}. hdt eai' 6.. ',I �IV •,�� rlr�?"'�f 'fi _< ,•`dS7!?{ .t�! � i` , �;= r ;rt 1t a d}4.,�•{ �i,�, r' � P {S�'} "a��j,� Yv<}.(}' a'. .? r 't,. a."t e 5 .r• s: r t nit s h.r 1 y +`�' � �' YX� � ;,,�E��tSl'II1� P *y lfl:a..`f'''��!{�•" I(( ..i i ",s � i t i��. 7; i�.r�A'!� '� � 11 ( .i:r r �, {3 K•JP1i M $, \ r 0't, !. f` 1 S ` f, <-;tx?'�;,�.��5�:dtfe?:i,:w::„ ,,....«..,,._, :,,.,......4:.. Kw._+..t::l;., 4. ... , w .. .,., 7•.. ., �...... .... . ... ... ._. _ .. ... ...........,...,,r...+�v+7,teHaw��inti.� 1 .t '�� .,,fis,s ¢ Y ' " = forms for exposed concrete surfaces, except as t it acceptable to Architect. � s ' 3 . 14 MISCELLANEOUS CONCRETE ITEMS: r . 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. 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. ` u ss B. Curbs: Provide monolithic finish to interior curbs by stripping forms while concrete is still green and steel-troweling surfaces to a hard, dense finish with corners, intersections, and terminations slightly ! 4 rounded. C. Equipment Bases and Foundations: Provide machine and J'= equipment bases and foundations, 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. 4 7st ti ; 4 D. Grout base plates and foundations as indicated, using specified non-shrink grout. Use non-metallic grout for jexposed conditions, unless otherwise indicated. i E. Reinforced Masonry: Provide concrete grout fordl� NkE reinforced masonry lintels and bond beams where ?' indicated on drawings and as scheduled. Maintain accurate location of reinforcing steel during concrete placement. t`t3 I x 3 . 15 CONCRETE SURFACE REPAIRS: t''. A. Patching Defective Areas: Repair and patch defective ..� areas with cement mortar immediately after removal of ,�j;x � ,. forms when acceptable to Architect. N... B. Failure of concrete topping tobond to substrate (as a ; evidenced by a hollow sound when tapped) , or " disintegration or other failure of topping to perform as a floor finish will be considered failure of •'_ '�`�;�K, ; Repair or replace toppings and workmanship. in areas of such failures, as directed. C. Cut out honeycomb, rock pockets, voids over 1/4" in any dimension,o an es left b tie rods and bolts, down ; �.� i n, d holes y CONCRETE WORK & CONCRETE FLOOR TOPPING 03310-20 Its fii Ifit'14 � ,�"MLr'ti* `t^�77 e•. i i r > •,?ei¢°jl�'`��" .., ."""r°n .,..s t'ryn � 4.. 1 P aL J,`'; . r. Ci: ..'r,.�4..�r'��..a,al'frv,,,,_,.w'..-^-;-._.._.H-.,.-_.. .. 77777-7.117 j }> y illilffil ill F ill ;'I;Jill I 3 11 IN 19 WRE A .t r .(,> ,'�' �i 4 4r:�.4.•. ... ._.... .. 1 ,:' yi .k�'"1{s,.s r6` ��fJ€+r�. L� S t p. to solid concrete but, in no case to a depth of lessr : � 4 than 111 . Make edges of cuts perpendicular to the w ` ,X'5 z• _ concrete surface. Thoroughly clean, dampen with water, and brush-coat the area to be patched with specified ' `.°.' .. bonding agent. Place parching mortar after bonding ,>. k< compound has dried. y .a,,r,?�c? > • i �Si wj,1 ``, •i. D. For exposed-to-view surfaces, blend white Portland cement and standard Portland cement so that, when dry, patching mortar will match color surrounding. Provide ,;+�r sre*a+ test areas at inconspicuous location to verify mixture �zr $ t and color match before proceeding with patching. +t Compact mortar in place and strike-off slightly higher 4i. 4a,Y` +5 ;`~:j than surrounding surface. E. Repair of Formed Surfaces: Remove and replace concrete having defective surfaces if defects cannot be repaired to satisfaction of Architect. Surface defects, as such, include color and texture irregularities, cracks, ,7 spalls, air bubbles, honeycomb, rock pockets; fins and i;..l4,•.skr,,,. , ' other projections on surface; and stains and other discolorations that cannot be removed cleaning y . Flush h out form tie holes, fill with dry pack mortar, or precast cement cone plugs secured in place with bonding agent.. F. oncealedi. Repai r c formed surfaces, where possible that .`� :��v`��j=��`�'�`�'�'• contain defects that affect the durability of concrete. a, <s If defects cannot be repaired, remove and replace concrete. • s; G. Repair of Unformed Surfaces: Test unformed surfaces, 1.2 ; -q • such as monolithic slabs, for smoothness and verify ? surface plane to tolerances specified for each surfacer and finish. Correct low and high areas as herein 4.y specified. Test unformed surfaces sloped to drain for trueness of slope, in addition to smoothness using a template having required slope. t,�Ftf. H. Repair finished unformed surfaces that contain defects h'4 which affect durability of concrete. Surface defects, ' as such, include crazing, cracks in excess of 0. 011, wide or which penetrate to reinforcement or completely through non-reinforced sections regardless of width, spalling, pop-outs, honeycomb, rock pockets, and other objectionable conditions. I . Correct high areas in unformed surfaces b , y grinding, ' after concrete has cured at least 14 days. t CONCRETE WORK & CONCRETE FLOOR TOPPING 03310-21 , x al —V •`'11,•"- ' iRC,;,yy �kr ..4 t �'i !s. .�f g ;N �i�l T. �' t +, 1 t4.i >ti�l".= Lx�,•��? e . .c ;la`ktli.ts.4(. fy ��,r i,+' YiY r. +, i ..r..?, 4 �: i ,,�. r r _ .lt. z}� •1t,.; }• v� i-'sd.T Ill NSA t - L Nit G1'd•. zt Y CS7 h'+,t'�.. T t s ......_._.. .._.,.. ',.!':.,.. , ...:.,� ' J:..............M.«.»wt 'kit t ` a t iyatj. S �+r•' j J. Correct low areas in unformed surfaces during or i nr immediately after completion of surface fin s operations by cutting out low areas and replacing with v fresh concrete. Finish repaired areas to blend into adjacent concrete. Proprietary patching compounds may be used when acceptable to Architect. `:f: iyaj 'zk K. Repair defective areas, except random cracks and single holes noi: " exceeding 1" diameter, by cutting out and replacing with fresh concrete. by defective areas to sound concrete with clean, square cuts and expose reinforcing steel with at least 3/4" clearance all around. Dampen concrete surfaces in contact with patching ' p g concrete and apply bonding compound. Mix I . patching concrete of same materials to provide concrete of same type or class as original concrete. Place, compact, and finish to blend with adjacent finished concrete. Cure in same manner as adjacent concrete. L. Repair isolated random cracks and single holes not over t 1" in diameter by dry-pack method. Groove top of cracks and cut-out holes to sound concrete and clean of ( dust, dirt, and loose particles. Dampen cleaned concrete surfaces and apply bonding compound. Mix dry- >t pack, consisting of one part portland cement to 2-1/2 parts fine aggregate passing a No. 16 mesh sieve, using only enough water as required for handling and placing. Place dry y pack after bonding compound has Compact dry-pack P mixture in place and finish to match adjacent concrete. Keep patched area continuously ?t5 moist for not less than 72 hours. � 1 srs•.fi.., M. Perform structural repairs with prior approval of {{h , Architect or Structural Engineer for method and procedure, P using specified epoxy adhesive and mortar. ±``"��n��•}` '�� N. Underlayment Application: Leveling of floors for �.''•. ..�irkx t.r...he .1 subsequent finishes may be achieved by use of specified underlayment material. i le�i 1 3 . 16 QUALITY CONTROL TESTING DURING CONSTRUCTION• ' A. The Cont c,�:°.'>4�, �,, a'�:�,��*�n.•,',r ractor will employ a testing laboratory to perform tests and to submit test reports. 'irCrs' sa'r B. Sampling and testing for quality control during placement of concrete may include the following, as ;s{,, ?;C.« a directed byf`M=a" Architect. ::k�..rF,.�,- Sampling h Concrete: ASTM C C. Fresh 172 , except modified ;��:'ti��", >t•f�}�� 1 for slump to comply with ASTM C 94 . ?,x3±;';° `,, . CONCRETE WORK & CONCRETE FLOOR TOPPING .:, 03310-22 - y r xr13 x ,, t�� l{'t{:i?+A y. 't (i. I:i is ..r ...n •,. ...�... ..-. _ ,. � t '(t. 14" J `1 �.i��y�M*�i' t�_.1a..Y;., i�v....r;'.��e�tP �S��u�+�;,r?S;�tt3�3 r��a� •�i.'�;��r�l-��'ns""{t�,�,M'4�',at�,,:>....:;:.... ,d, . .. . ..._..�....:rnsa t �' i 1. Slump: ASTM C 143 ; one test at point of discharge for each day's pour of each type of concrete; additional tests when concrete consistency seems to have changed. 2. Air Content: ASTM C 173 volumetric method for t H lightweight or normal weight concrete; ASTM C 23 pressure method for normal weight concrete; one for each day's pour of each type of air- entrained concrete. _' r 3. Concrete Temperature: Test hourly when air .,.. :dx`=:U.•t; temperature is 40 deg F (4 deg C) and below, and when 80 deg F (27 deg C) and above; and each time a set of compression test specimens made. 4. Compression Test Specimen: ASTM C 31; one set of 4 standard cylinders for each compressive strength �tE 't test, unless otherwise directed. Mold and store cylinders for laboratory cured test specimens except when field-cure test specimens are gxt3' required. , 5. Compressive Strength Tests: ASTM C 39 ; one set for each day's pour, exceeding 5 cu. yds. plus ' additional sets for each 50 cu. .yds over and �• above the first 25 cu. yds. of each concrete class placed in any one day; one specimen tested at 7 �� . days, two specimens tested at 28 days, and onet.� Y � P Y , specimen retained in reserve for later testing if .,k. required. Z11' 6. When frequency of testing will provide less than 5 ` strength tests for a given class of concrete, >; ; conduct testing from at least 5 randomly selected batches or from each batch if fewer than 5 are used. ' ' 7. When total quantity of a given class of concrete is less than 50 cu. yds. , strength test may be waived by Architect if, in his judgement, adequate ' f evidence of satisfactory strength is provided. 8. When strength of field-cured cylinders is less i than 85 percent of companion laboratory-cured j cylinders, evaluate current operations and provide corrective procedures for protecting and curing the in-place concrete. 9. Strength level of concrete will be considered satisfactory if averages of sets of three consecutive strength test results equal or exceed specified compressive strength, and no individual strength test result falls below specified compressive strength by more than 500 psi. D. Test results will .be reported in writing to Architect, Structural Engineer and Contractor within 24 hours after tests. Reports of compressive strength tests CONCRE'T'E WORK & CONCRETE FLOOR TOPPING 03310-23 ix MIT, Vcs. n'S' 'k t � sL ek'�l �tl5 4:� Y a t ✓ � � t..t r .. t t ,i Y .y s,tt r*t .yi r s $5" `5{� f r =v. 4 S rs.i. '7 ..t•y r'.s t 4 4 .� t ?' ,f }Py'' -`. to.i'Y'ly F'�7A�*b��`Ij�t`�7F ; 5� � 7}� `t} '�) .t , ': xy t J .t �}i, J l�•sY'Ai h 21 11 wtd shall contain the project identification name and number, date of concrete placement, name of concrete concrete type and class, location of testing service, concrete batch in structure, design compressive strength at 2s days, concrete mix proportions and materials; compressive breaking strength and type of break for, both 7-day tests and 28-day tests- structive Test E Nonde ing: Impact hammert sonoscope, or r other nondestructive device may be permitted but shall not be used as the sole basis for acceptance or rejection. z . F. Additional Tests: The testing servic e will make additional tests Of in-place concrete when test results indicate specified concrete strengths and, other characteristics have not been attained in the structure, as directed by Architect. Testing service p may conduct tests to determine adequacy of concrete by cored cylinders complying with ASTM C 42 , or by other methods as directed. Contractor s hall pay for such tests when una cceptable concrete is verified. END OF SECTION 03310 ED75 fL" y"V y" 54 rs M CONCRETE WORK & CONCRETE FLOOR TOPPING 03310-24,YYYiiiiii .............. 4V-V r, �o _.N y, S ,i;7,. tL� ` SECTION 03410 -- STRUCTURAL PRECAST CONCRETE = PART 1 - GENERAL ` i., 1. 1 RELATED DOCUMENTS: x ;<< A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division-1 Specification sections, apply to work of this section. 1.2 SUMMARY: A. Extent of structural recast concrete work is shown on ?' drawings and in schedules. B. Structural precast concrete includes the following: .fit ��, ;{, I. Hollow slab units ,' 1. 3 RELATED WORK: .;: A. Cast-in-place concrete specified in other Division-3 ' sections +x • B. Joint sealants and backing are specified in Division 7. r ` iXXFS :; C. Applied finishes are specified in Division 9. 1.4 SUBMITTALS: F A. Product Data: Submit manufacturer's specifications and } instructions for manufactured materials and products. Include manufacturer's certifications and laboratory test reports as required. rt ` B. Mix Designs: Submit written reports of proposed concrete mix as specified in Part-2 of this section. ,.r` C. Shop Drawings: Submit shop drawings showing complete information for fabrication and installation of precast i concrete units. Indicate member dimensions and cross- section; location size and type of reinforcement, , including special reinforcement and lifting devices necessary for handling and erection. D. Indicate layout, dimensions, and identification of each {, P recast unit corresponding to se q uence and procedure of installation. Indicate welded connections by AWS standard symbols. Detail inserts, connections, and , Kx joints, including accessories and construction at openings in precast units. + STRUCTURAL PRECAST CONCRETE 03410 - 1 r.� I ' rat, ii r z d v ia�'IyYz r r�1�Y{..tt r . m k ' tF S'�,"'�t �� i fLgr*�tKJi.�tr,� 2 Y 3 tv �tt• rrt t.'t �p:}! y t ?�}'9> 1 t; r f 4 d 1 f Tye &tYyc r � ..rH...i+r+.. r .. ,+' . . ; y St'�S+r`'51k�,,�1r1,;a sG}.iri'�•x t ' 3 z . A��}��t�1��9�ttttmva`�,.__4.':.::s i,'. .:.�`_t ..,J.�.v.,s�•n7J'�+t5.:'s?'crk'�t�t�'.C��s e�.'3�,'te"''c�S.'�'., .ry�E.•,."t 4'?yi'+.�y:..'�. S `"r.,`•ww m f "r ra �� r'�i�"T`h J,k ' r SJ E. Provide location and details of anchorage devices that '-." t :. � are to be embedded in other construction. Furnish templates if required for accurate placement. 'r•�r �;:� aw F. Include erection procedure for precast units andJ? sequence of erection. G. Provide complete design calculations prepared by a t t. registered engineer, licensed in State where project is �. erected. { r f,.•t b H. Samples: Provide samples of bearing pads in compliance �,.,�,. �, �• ' with Division-1 requirements . rEb � 1. 5 QUALITY ASSURANCE: �u ? ?•!1.^`h 1. 1'SYy�N. i A. Codes and Standards: Comply with provisions of �{:�:� �:�'��,4��'•., following codes, specifications and standards, except as otherwise indicated: 1. ACI 301 "Specifications for Structural Concrete �ht for Buildings. 2. ACI 318 "Building Code Requirements for Reinforced Concrete" . 3 . Concrete Reinforcing Steel Institute, "Manual of Standard Practice" 4 . Prestressed Concrete Institute •MNL 116 "Manual Ir£ 4rr,: for Quality Control for Plants and Production of v . ^� Precast Concrete Products". r-is. r� }5r v. � a, a B. Fabricator Qualifications: Firms which have 5 years successful experience in fabrication of precast n , �.' concrete units similar to units required for this project will be acceptable. Fabricator must- have r=,A li;�y�4,�s • sufficient production capacity to produce required , . units without causing delay in work. u' ' Lill, 1. Fabricator must be producer member of the J '' Prestressed Concrete Institute (PCI) and/orf participate in its Plant Certification Program. ' ' Y C. Design by Fabricator: Design precast slab units to support superimposed dead loads and live loads as � ` 3 " indicated on drawings and as required for compliance with State Building Code requirements. D. Fabrication Qualifications: Produce precast concrete a units at fabricating plant engaged primarily in manufacturing of similar units, unless plant fabrication or delivery to project site is impractical. STRUCTURAL PRECAST CONCRETE 03410 _ 2 PA Sn1�k��F�yy^st S ,d'j f5 !� Si t , r t , .,!{ " MYµ ; ,i .-,.�yeF ly !h { • . }t41 SMy[p� i ., •�#r?ti iS:.fi,:'n,435 t 4 f ,l �. s � °.i'*'l rt.j�3M d s ...c[N s�'� k�' t { [ tx:i! j��r �, �. { .[. rvi t .,.`�� i !s+} 'S.+h t.�r-y.lt .(�}{y'y' _n�.• � I�7}��y({.�.yt t jf fi, yJ.1V 1,cq �'}�F'I f't �h��r Ur. Fr1's t1 '3 S •. �}w� yl4}� ! c+C ni+ r a .r !.: fi7 ,lu i ... tt �:t, f.. ` . .• ._ t,�� .. .., 1� st a�i'��tl,f"��r y+' �•'f. a., 4.. 1 ., S : .: 4 'y.�: y. a y'}yU :}�+9'{j YRs+x fax � ��`""� .� t .•.-.:.+,..«•iA+�rlv+lh'SNgY£SiL� t- 1 CJa.'S`p�S+t '(,�y}g4bYIwni�L•..,��. r...w��'�.iVFir�*�`��'�.I.vtT2�lY."}•�Y}�i� •�.. �r`S'+LT�.vrsW'A'4$P,'tiZN%MN............a:. .. ... ' {r. E. If units are not produced t precast concrete ga �;• a� �� , fabricating plant maintain procedure s and conditions plant to l control which are equivalent p for quality production. Y` e#i'•h:T f:3: 2L recast Where t F. Fire-resistance Rated Precast Units: P concrete units are shown or scheduled as requiring y fire-resistance classification, provide units tested +s Y t7t,`RXi'r and listed by U.L. in "Fire Resistance Directory" , or k U.L. label and marking with each unit bearing 1.6 DELIVERY, STORAGE AND HANDLING: ;. } ,`� ' '' _F 4i.°.fix^ya'',•it� A. Deliver precast concrete units to project site in such � quantities and at such times to assure continuity of ; ,tly : r. r ay'f installation. Store units at project site to prevent ; g physical cracking, distortion, staining, or other phy k?` damage, and so that markings are visible. Lift and r support units at designated lift points. ,s It Y,Ats�ya`yy`iyf-�,�,y+•' `'- B. Deliver anchorage items which are to be embedded in other construction before start of such work. Provide 1 setting diagrams, templates, instructions and directions as required for installation. 4 •"Rd ' PART 2 - PRODUCTS: 2. 1 FORMWORK: A. Provide forms and, where required, form facing A`,• materials of metal, plastic, wood, or other acceptable yV material that is non-reactive with concrete and will produce required finish surfaces. B. Accurately construct forms, mortar-tight, of sufficient strength to withstand pressures due to concrete placing r« >' operations, temperature changes, and when prestressed, pretensioning and detensioning operations. Maintain formwork to provide completed precast concrete units of ; 441 shapes, lines, and dimensions indicated, within ys. specified i fabrication tolerances n, PGI MNL 116. C. Unless forms for plant-manufactured prestressed :t concrete units are stripped prior to detensioning, design forms so that stresses are not induced in xw . precast units due to deformation of concrete under prestress or to movement during detensioning. b ' gi'f ?" STRUCTURAL PRECAST CONCRETE 03410 - 3 •�iT S.lfiV�}k�t#�W�Cis}i Y" � >;• ,my r' r s..ft'7ttA7{to Y tt }. r r1\rt r7 +, e 5. ',pJt�F. i r't t.fs� 4 ✓y 1}RYi i+",�*+�i i.5. �,;:srYkxq .s fw IS dt.rvf4 YM� r >i c ' ({^ t L �'a � rx1( a +.,r � T 1 .'• `# t 4 q .�Cn• %X 1>�S i'f S f rS. �� ry+f' 2' d�.+. • ;ay 2F ! r f: s n ,t JO`ti .tT 'ET Urrt�Fiyy Y$ F `t �l t � ! fs t if Y' ' i- � i t :.! ` :s < ';., '"• �i } `+ `�`��#}��Y� �', h 'pow ' •�, „ Aftl t t.'1 .. °r�� tt 75. F �d'y`fz .• A ,fti Nr: r � { d aa " . �� S t' s '} �' vi4 w!'4 �11 ` 1:! '. , � y: .J ,i '.t + t .- s s t + {"5C•�� a 2 . 2 REINFORCING MATERIALS: A. Reinforcing Bars: As,rm A 615, Grade 60, unless s. otherwise indicated. B. Steel Wire: ASTM A 82, plain, cold-drawn, steel. pt C. Welded Wire Fabric: ASTM A 185. q` D. Welded Deformed Steel Wire Fabric: ASTM A 497 . �t j E. Supports for Reinforcement: Provide supports for reinforcement including bolsters, chairs, spacers and other devices for spacing, supporting and fastening ''' reinforcing, complying with CRSI recommendations. �. 1. For exposed-to-view concrete surfaces, where legs , , of supports are in contact with forms, provide ? supports with legs which are plastic protected .: (CRSI, Class 1) or stainless steel protected , f' (CRSI, Class < 2 .3 PRESTRESSING TENDONS: A. Uncoated, 7-wire stress-relieved strand complying ,with ASTM A 416. Use Grade 250 unless Grade 270 indicated. B. Strand similar to above, but having size and ultimate :# t strength of wires increased so that ultimate strength of the strand is increased approximately 15 percent, or strand with increased strength but with fewer number of wires per strand, may be used at manufacturer's option. ; .: 2 . 4 CONCRETE MATERIALS: A. Portland Cement: AS9M C 150, Type I or Type III. B. Use only one brand and type of cement throughout ?` project, unless otherwise acceptable to Architect. C. Aggregates: ASTM C 33 , and as herein specified. ` Provide aggregates from a single source for exposed ri. 0 concrete. 1. Local aggregates not complying with ASTM C 33 , but which have shown by special test or actual service to produce concrete of adequate strength and durability, may be used when acceptable to 1,'S Architect. I?'`� ;^� D. Lightweight Aggregate: ASTM C 330. F�' 4: STRUCTURAL PRECAST CONCRETE 03410 - 4 r Yt. �.a{" �.V. �7rrb�°�t,:•Y'�'''��rLx„?�kv a>f l ,(-:,. +7,f ;:Cy ttt �7 ``>'ts+jl'c .f'i,+ fsr� k{`. st f a4 it rf r r�4 q 4to+ Y>z{ rti { ;f,•+ � ��dt '2 ..�'� -t„'S2')-:�"'1�`�i"r�<x=�j�+Re{..�, t4 }t '�{. 'y �1r f � `S �"� ';��I i�'iS ..t�s.�, W4.k�'�5�.:,i�,�$yirH,{�}".�Z �4d,� Vt .lt�' ?�¢ r y•4 tt d.^ t s v 4 i 7+'�'. t� y e r h r 1 +} > � Fr' �tV t Nt if¢t t� Yrrs} �7 f..kc i ` .. .�%'�''Y i "4 "•�� 1 r' t'f� h�� "'7, � Y,r,�+lr''v a p r z{ .fit,!. �y{ ,�. >, yy r i I_ r � ,t f':,;'`v S'}{%' c�,x; "' r r"t} Y r • a i 7 4 . � .ie . Ci. mY 1,At` t ttL;y s i, Mt> F 1n s•tt 4+3 - 7+ .�{ j l 't ..l t ` ' >'-r b'`R C'n ?�•°`` s. °ytf p _.;`'w F"I}},iricf,,,Hrt«ft't.. SiiS '. F P�.t,�{''.r7. lt..p 'U iti'.tf,•1E I, r,• .i,Jn .tF s s.1 i�f (, ts � x u5 4,?s !"'.S''3..7.^,l n S ;{ .�s. .t,,, :ift, .t, h :,v. t. t i t}ltt .ls• e L_5.,,aY, L{ 5 fv(a i i; +e, .''fi,.a•#, 1 -"# v,.t 7;.*{::,.± $u::y e a.:� t= <,# .. tt y, ..;{• t. id .z u S �i xr '�f' }. .It T' {t J .t' p 1 .,1 L ` Y� {.:t yw ��f.'r71 `�Y +..t' .. ., `' .. s .'(•. i.. �� .,<�'^ '.ti r.; }t 4j�'�'��a�vr��f4�7t��}��`�}f{'@�,�)�' } t r1�� '4 �. ;i; r ..'{:..»�.. _. .. \ •i f�V't ^�+,r+tr r '� Y g. s:4f�Ld Yi N,�i 3.t t ry -77' °R J••—.---- ..eta»"7 �; }T. 0�tae; -t 47yL,f� n. se i�N6!`yt�i' . 3 °4}.r y I�#�> ,�� .:f, t .;:"r s °f:*7 tfFT tt.J�i f 41" R by�a is -7.4 t y %.�, t � E. Water: Potable. F. Air-Entraining Admixture: ASTM C 260. . G. Water-Reducing Admixture: ASTM C 494 , Type A, or other , Type approved for fabricator's units. < 4 2.5 CONNECTION MATERIALS: A. Steel Plates: Structural quality, hot-rolled carbon steel, ASTM A 283 , Grade C. t B. Steel Shapes: ASTM A 36. a, C. Anchor Bolts: ASTM A 307, low-carbon steel bolts, regular hexagon nuts and carbon steel washers. D. High-Strength Threaded Fasteners: Heavy hexagon � � �� structural bolts, heavy hexagon bolts, and hardened ;�� rkf washers complying with ASTM A 324. k � E. Finish of Steel Units: Exposed units galvanized per ASTM A 153 ; others painted with rust-inhibitive primer. F. Bearing Pads: Provide bearing pads for precast } concrete units as indicated on drawings. ;sY,y�;� 3 �q 1. Elastomeric Pads: •Vulcanized, chloroprene elastomeric compound, molded to size or cut from a T% molded sheet, 50_60 shore A durometer. 2. Laminated Fabric Rubber Pads: Preformed, unused synthetic fibers and new, unvulcanized rubber. ° Surface hardness of 70-80 shore A durometer. + 3 . Frictionless Pgds: Tetrafluoroethylene (TFE) , { with glass fiber reinforcing as required for !: service load bearing stress. i 4 . Tempered Hardboard Pads: Smooth both sides. G. Welding Electrodes: Comply with AWS standards. H. Accessories: Provide clips, hangers, and other accessories required for installation of project units and for support of subsequent construction or finishes. 2 . 6 GROUT MATERIALS: A. Cement Grout: Portland cement, ASTM C 150, Type I, and clean, natural sand, ASTM C 404 . Mix at ratio of 1. 0 part cement to 3 . parts sand, by volume, with minimum water required for placement and hydration. STRUCTURAL PRECAST CONCRETE 03410 - 5 st r n t�tat ter ♦ ', i t it f a h it 4 i`yY.{f h3 i tj s'w,j Yjl. dC_ (i _ 1 �ki y;y 1 `-SYta,a t"�y,� ,r qi * jaa?( V :� 7 ,'y r�: ? r � '#•� 3c yt}�d ,� t A1� �s zif�= } ��','� u 4 is k�i � rkt, J.,r,.��}r��°,� t r "• i fit:��i?1 ti 1{.g : � Ti.r`dtryf} -t. t. ��4 Lt� it 3� t.xr.<rt yh st,. �r� �'yt�?Y.1t ry��f 4�� t� I } y. t'l� 'V ;s �Yi1. f4-{k5 4.U�`fi +s ..1 �S't A t t ( 7' t��'`'•c y 'qi .S } .t .� "C.�3.:� t1. .. s t • `4 _•s{ 'j u.,1} �� ,S:e^s 1'h�Ye7� x7a 4 f' , '\ xa! �,(��,yr ��;�j�'F1cn�rc`r�$;3x r. (7'�#+�{i,"iteu•�a�. .»w.H:�..._.,, ....._....n,.,..- _ 51. ..,:�.it.:{`'c.:xwLnil � i ,,,".t� �— r� :� �i .1�`�4�'1 .4tyistw.��i.i:.�:,�.,,.,..�,.....k.,...«......eas>ttncm'N:`�kzz�"�fi�.oF,,..,vrw ✓,-. . ._.. F; Y��Y•}�- ,x;7.4. B. Non-metallic Shrinkage-Resistant Grout: Pre-mixed, non-metallic, non-corrosive, non-staining product 4° containing selected silica sands, portland cement, G+i� e. �2ay51�: shrinkage compensating agents, plasticizing and water reducing ag ents complying with CRD-0621. 1. Available Products: Subject to compliance with requirements, products which may be incorporated ' 4 in the work include, but are not limited to, the following: a. Euco N. S. ; Euclid Chemical Co. , b. ystex• L&M Construction Chemicals. C. Masterf low 713 • Master Builders " r d. Five Star Grout; U.S. Grout Corp. �< co Chem. Div. , USM Corp. � e. Upcon; IJ p f. Propak; Protex Industries, Inc. , `• Set Non-Shrink; Set Products, Inc. 9. 2 .7 PROPORTIONING AND DESIGN OF MIXES: S l A. Prepare design mixes for each type of concrete required. A,.,,; .•3z=�. �ar~YX,•sr; sting B. Design mixes may be prepared by independent to g facility or by qualified precast manufacturing plant �4;�; t personnel, at precast manufacturer' s option. :,7 C. Proportion mixes by either laboratory trail batch or ' � � `�`� field experience methods, using materials to beY,, fT4; employed on the project for each type of concrete required, complying with ACT 318. , 1. Produce standard-weight concrete consisting oft ' specified portland cement, aggregates, admixtures, and water to produce the following properties. { a. Compressive strength; 5000 psi minimum at 28 days. Release strength for prestressed a. units: 3500 psi. 2 . Produce lightweight concrete consisting of specified portland cement, aggregates, admixtures, '. and water to produce the following properties: a. Compressive strength; 5000 psi minimum at 28 t� days. b. Air-dry density; not less than 90 nor more n' than 115 lbs. per cu. ft. C. Release strength for prestressed units: 3500 psi. STRUCTURAL PRECAST CONCRETE 03410 - 6 Y; 1: X-0 s`.',1",', :.J'R`rt'wr+r'«.•, �«,,.- +. i -r14S1: t��r y y.l�'' +•: t� ;tr1:'''yc:..c';'. $ , .7�s` ,' �+dS�'is'Sr.,+.�'k�knitria#`i?t?� ,;��'�'� ;' ��m,#z?kF�.`�;ms.•w� i a .t { �t r�9�� i,r�k�.'a � mlli *�`{+r[ 7r', Milli, j .ya.a '{x _:{ f"y' ", :'F,Ti`yEr. , +?r 1 .1.1 .• 't7.Y.L� '�.c,1,. t ?4. lyyl+�' Y;�' dz5�•p 'Y {,., � a �'Y�S��"�,ti.�:�.37� aJrm��*•„t �t f t i s ?r'r. s, �s �1 4 :�„ '. -i,,,kr. [t' t.?ry ,,j'� �, 3t.7p. r .r c. �' t•` r ..tt.wt�r + r }C' tY {' na*Ty)�.., sn ,r r r...k i r .. 'x � �' _ xril � �iri t� �•r��y l4iF i It�•k{C��;r��'�j1"SS 4y' '"1` ` Cyr t IN fSt qss 1 ..8t of 3V.•> . .' ' : Y tii. 't: ..o. ..n J 1 l�,r�.. 4 q.1{1 c •� � i tT l ..;�".'a+. bck f ' ; • iy, ' z 1} ., ..i .}.1t 4 :fit k ih r'L �g; .y}c: t<p1 th ,..c. ,:1? rf G"-2' lfi i rF•y ! r t 4q« 1 t 1 ( N t.a +,, �. 4 a tt•• sir:' 1: Yj, 9 q 'p`� } r! a Yr :s�' `f'`'Y '� '.ri i 1'''F`^'''' t' 1 t Y A e:'ci;Sil;,;+ni .Y.n fit,. '�'• . 1 a;•dY'.�h�'�•��i<„r� j t�i�:, [[ � X�� ., � '+�v^Y,>. �uwwua+u,:�n.....�::_.., 3 . Cure compression test cylinders using same methods as used for precast concrete work. r D. Submit written reports to architect of proposed mix for . each type of concrete at least 15 days �,. .: YP prior to start P Y 2ur of precast unit production. Do not begin concrete 5. 'a production until mixes and evaluations have been X` n reviewed by Architect. E. Adjustment to Concrete Mixes: Mix design adjustments . ,, may be requested when characteristics of materials job �t Y q t �'F conditions, weather, test results, or other circumstances warrant. Laboratory test data for 3�;`•F;;; �•,•. ?� :revised mix designs and strength results must be submitted to and accepted by Architect before using in the work. x 'A, F. Admixtures: 1. Use air-entraining admixture in concrete, unlessyk '' _ otherwise indicated. � z 2. Use water-reducing admixtures in strict compliance with manufacturer's directions. Admixtures to increase cement dispersion, or provide increased workability for low-slump concrete, may be used subject to Architects acceptance. ' 3. Use amounts as recommended by admixture d- manufacturer for climatic conditions prevailing at time of placing. Adjust ' P g 3 quantities of admixtures as required to maintain quality control. s 2.8 FABRICATION: y p Fabricate precast concrete units complying A. General: g with manufacturing and testin g procedures, quality control recommendations and dimensional tolerances of PCI MNL-116 s for, and as specified p types of units .,N, required. B. Job-Site Casting: Use ready-mix concrete for units pp produced at location other than precast concrete fabricating plant, complying with ASTM C 94 . 416 C. Ready-Mix Concrete: Comply with requirements of ASTM C 94 and as herein specified. 4£ 1. Delete references for allowing additional water to be added to batch for material with insuf f icient slump. Addition of water to batch will not be ;r permitted. STRUCTURAL PRECAST CONCRETE 03410 - 7 r f� t"{$i'I' 4 ''r:t:f r�S�,u+ka�a:. l+'r�tji'rt�SC;,1 Nt �f'i +�:• .ir` 'f:l}•"Y �1� t "hi r k 3' t t :t�rN k r J, Ij,.{ x r 2 �✓ 7 ty `I r' , >Gn1A� d ){W% `J'{"t or R2 1 •:� r,C '• .S,' 'd+Fff'�^4+i•r�" l°f, +,Tf[< +.{.r5 ri, st2 fyP�3'play,;r =a��'�C„yy,'' j a ray;F.` \k 4 t�*' �s +S.xJ .nFk,,t a ,n� Y u t ,:yt> xv. r� `f r4$ f'if l£ ip l rt [�' 7 r }r-'i r�"r w6 .�2 ,z•4 Nt�S'� ��4r�`Y,i t`'�?Ks'�r'l�t, 11 tL '�.'f�er,i1�', .41M, }y}��•}t nt�k n ,j JLaf j5 t '13J'W if �Fr•,.5,., r, S `t e r?. �',r e .s r aY t .9 Jt 4 j`3 �i✓/.E 1} ?�t'�d� 'iG Yom`�� ,yPl�s sf!`�'$ �' { , f i�•'}�f ;+s�fTtt y r!"'�.1i � �ar�'�'�"t�a'�S ``JI�i� tc. i I..s h"•,.��-. 5 + yk nt �.r fi h':i.:kk alt,��"rG9 v � {'� �t..tr�. ,r�..Y�it �. �NFfz r,a v I, z � � �a�, { r,cr ,{ir �r � 2f Y�� f?� � t�'�u• .�'� t,4u.t4� '` Y. • L:,tk .ttSl 4s11a'T.J'14•,. .zi t `'J„�. } f:° + !". yt3 � S:, ..: .t.4! do�� .Y�tst „s1i !1!"1 { ,+i r�, £ir`t. ♦:p. �� wrt �5 ,.wi. .,;+ t i• s�f�j.! t s +v:+ f ,} t F �Y: ��.. { �� i kir�Yvc ``((f'st''�+• .t .�n i S ;� ��suks ti�yl, j G :y y 71�,�xf a 15 AF11 r�YE t t+ � 1 ?iJ'frt 9� t, f� �tS.. Y `�` `e j��'• kt f. �£lp�� .fr{. .t.L• .� Y ...\!,�'��... 1`f''2f�crRr .wij rt`I � is. 4 .Sir.. 1 {Pv � �l}':ty F (tY dl43 if? J _ art'ti{ ..`'1 Y y•L 1"f rb i `' 1. � � to t ' S .i 11 7I r�F a G Y y� Er �i. .tiY t 1 £M1 t ",.. p., t .. t ,. r:. v ✓.; s .� z�,?.l�loth? � zv� f Ay .,,,y�;�'.: r .. �:. .. .el �i. ♦1,��'S,,;, Y7l `tt YTS•r. t ; M.wi4F , Y(� Ski: t A� ` •�f NI ' ;, ''�,Y�diri�!t`is�4;Jl.i.1',SS:c+w...F.,wr..a�:,.._>,..y_:�a. .......,..,..:ixrU:`Afk{r5-F.a'$'.;tkx.�74. ,. ,•'Jri.a'c a,�,J..,'.Y hkt.�}, ,R,'t"t':s �+p�1"S sidt'y"J:aj}i�,� •RA,� '� `3 i, i i.. p .. .. .,..4 ..'1 JJq.r..tl,u.w.".....;: ,_•....«.......,....._... ,_.........G...w:..,i�..rMWi]{I.'iFVii./a"1!4� Y2�%�, At mot" �A! yM'I��fjS�.A XM1. D. During hot weather, or under conditions contributing to R•: rapid setting of concrete, a shorter mixing time than ;kl3:,S �;� specified in ASTM C 94 may be required. 1. When the air temperature is n 85 deg F (30 , betwee r< deg C) and 90 deg F (32 deg C) , reduce mixing and delivery time from 1-1/2 hour to 75 minutes and when air temperature is above 90 deg F (32 deg C) , reduce mixing and delivery time to 60 minutes. i• S.c•xu dt J E. Built-in ,Anchorages: Accurately position built-in anchorage devices and secure to formwork. Locate ;' f a anchorages where they do not affect position of main reinforcement or placing of concrete. Do not relocate 4z>� t3 bearing plates in units unless acceptable to Architect. F. Cast-in holes for openings larger than 3.0" diameter or 10" square in accordance with final shop drawings. Other smaller holes will be field cut by trades requiring them, as acceptable to Architect. ' S,F.,,�;.•, •°c � G. Coat surfaces of forms with bond-breaking compound r,�'``��.z„•� before reinforcement is placed. Provide commercial formulation form- coating compounds that will not bond r- with, stain nor adversely affect concrete surfaces, and LP will not impair subsequent treatments of concrete surfaces requiring bond or adhesion.. Apply in compliance with manufacturer's ` comp instructions. H. Clean reinforcement of loose rust and mill scale, earth11Fi .r' and other materials which reduce or destroy bond with ...- j�. 4, • concrete. +S. I. Accurately position, support and secure reinforcement " . ” 5f <. against displacement by formwork, construction, or c' i concrete placement operations. Locate and support i reinforcing by metal chairs, runners, bolsters, spacers ,> and hangers, as required. . J. Place reinforcement to obtain at least the minimum coverages for concrete protection. Arrange, space and securely tie bars and bar supports to hold reinforcement in position during concrete placement operations. Set wire ties so ends are directed into r;> concrete not toward exposed concrete surfaces. K. Pretensioning of tendons for prestressed concrete may be accomplished either by single strand tensioning method or multiple-strand tensioning method. Comply with PCI MNL-116 requirements. 'kr STRUCTURAL PRECAST CONCRETE 03410 - 8 ��'i'Ji '�;. lidj q. t `tt k r .:. >"n&�;J��`�� t. .�+� ir•� 'I z �. .d^ '''tiu s t"' o. i f� � t <r;r t ,..Z ', 't >{, ,,,� } r ;{�t y�7.kt° �,� t�k�; •tctl4 5qw# ti 1,dii4 'X. ' i ` 7S Jl ar fat ' tn.:�4rRSiS'tU� ht „}!1.^M !' f,:.. I,T �• 4. t�t7''£3I!z�:'rs �5- �' '+ � t,t �i'rn t 6�' Ft f',5'i • '7�tr .FY447yy jl$.y�t 3 r �q} r. •r ',{ t i ' t '' ' "i'y 9 htJ M 't'�i'`55 s•��k 7 7`' d k r `R "•{'# �t W}, jl"f+}�pr�� t A1, d •1. ,SI St Iy.�'` \. i , t �'• i r k+F�f/�x� '�..4t 4'��J�rr.'•I 7 �. {i3 ,•rfd 'y. < i3r#{?tit+, 4 {-,qj, t`'� wjxu y`•'k9r.Aits. r s 15 la .�;;f rt. ',ttu ; , '+ C,• ; yi�F`,' .,! i, t,ti� kk 1e,�Ysyl�ttf" l iF� Sf �r t ja s� �t 4,7awrs}ql °k,3s 'tF ."S��t Sr'��t� b .�. c t.. ji ;{ y c+��,I. ti�'r••F.r '+•t,v �Tt4.+ �r' l7�;�;t�°fys'p�h' Pz.5�4V '+t. .e,t{ .. ti• :.� t, ats>�i 5 �'�i. "°'k �lpr 1•:'.Y'. 7.w"a�� rYMt11PM1r � r : a.�FYis%u:1v...t ..,. .2 pd?.urY Y p Nfi t s Place concrete in a continuous operation to prevent x. formation of seams or planes of weakness in precast units, complying with requirements of ACI 304• Thoroughly consolidate laced concrete by internal and 9 Y p external vibration without dislocation or damage to (' reinforcement and built-in items. m ` a.a `"'' M. Identification: Provide permanent markings to identify r; ."•'_r. pick-up points and orientation in structure, complying with markings indicated on final shop drawings. Imprint date of casting on each precast unit on a x,nt, surface which will not show in finished structure. ` • N. Curing by low-pressure steam, by steam vapor, by radiant heat and moisture, or other similar process may be employed to accelerate concrete hardening and to : V lj- reduce curing time. O. Delay detensioning of prestressed units until concrete `.k P..•,.� ru has attained at least 70 percent of design stress, as rs established by test cylinders. i. P. If concrete has been heat-cured, perform detensioning while concrete is still warm and moist, to avoid dimensional changes which may cause cracking or undesirable stresses in concrete. , .; Q. Detensioning of pretensioned tendons may be .* accomplished either by gradual release of tensioning jacks or by heat cutting tendons, using a sequence and -; pattern to prevent shock or unbalanced loading. R. Finish of Formed Surfaces: Provide finishes for formed surfaces of precast concrete as indicated for each type of unit, and as follows: Standard Finish: Normal plant run finish produced in forms that impart a smooth finish to concrete. Small surface holes caused by air bubbles, normal , ? form joint marks, and minor chips and spalls will be tolerated, but no major or unsightly imperfections, honeycomb, or structural defects will be permitted. S. Finish of Unformed Surfaces: Apply trowel finish to unformed surfaces unless otherwise .:indicated. Consolidate concrete, bring to proper level with straightedge, float, and trowel to a smooth uniform finish. STRUCTURAL -PRECAST CONCRETE 03410 - 9 rn r� as f33lHz.��,�4t�.,; RN, `? 1 G' rt `zw r i 1 d t`a i rL, z { Vii, iN,.� y: 41 ,rixl.�1�4��r111t$ iftk � 5'"tigaa ''yn �t`ra#.Fl S fNi't+C :7t: qts toy 4�t.:y,�ry L r t(3 t !` F 4 aay�,l[, fi{ ` •*' '�*t-X �y{"i'�..tFti ?. r t3,F F rtL j $ t a ' 't" t xt?4 E, i �` { I� � � •C �C �" r... .t }. rn t1 :,mot, t'Y r ? s t t S i {y{ tt t�/ V wtii4 ..J .�!� }�Rh��:� t .,. T ! fir'.' r Q 4'� n• 7'i'r.. �t:., ># ,M� a.x %��m.+S , i')),s. ��,�1°�^}�'}�;,,tit "4t �F }'� j..,t,,aJ a .t.!f J { '� c'i ° t'-•'. "'t �' '>�¢ i�s>� r#J.�r, t'''ltaiY{�k�`t�{rS AEA} 'pFt 4t' 41 ii slfi,,�� .rr �.:r .n +�,;'.. t P rt,yYfr�<`�'•r�i��tX'� ta,,'�'. ,�w t t� 4 1. Apply scratch finish to precast units which will receive concrete topping after installation. '- Following initial strikeoff, transversely scarify surface to provide ridges approximately 1/4" deep. , 2 .9 HOLLOW SLAB UNITS: .;; A. Type: Precast prestressed concrete units with open x'{ } voids running full length of slabs. . B. Furnish units which are free of voids or honeycomb, 1•; k i with straight true edges and surfaces. ` C. Provide "Standard Finish" units unless otherwise'. � indicated. t}I h' 4. D. Fabrication: Manufacturer units of concrete materials which will provide a minimum 3500 psi compressive _ r strength at time of initial prestress and a 28-day compressive strength of 5000 psi. y� E. Adequately einforce slab units to resist transporting y and handling stresses. F. Include cast-in weld plates where required for anchorage or lateral bracing to structural steel members. G. Coordinate with other trades for installation. of items to be cast- in hollow slab units. H. Provide headers of cast-in-place concrete or structural ;R steel shapes for openings larger than one slab width in accordance with hollow slab unit manufacturer's recommendations. 2 . 10 SOURCE QUALITY CONTROL: 1: A. The Owner may employ a separate testing. laboratory 'to evaluate precast manufacturer's quality control and testing methods. '. B. The precast manufacturer shall allow Owner's testing facility access to materials storage areas, concrete production equipment and concrete placement and curing facilities. Cooperate with Owner's testing laboratory and provide samples of materials and concrete mixes as may be requested for additional testing and evaluation. C. Dimensional Tolerances: Units having dimensions (r>`• smaller or greater than required, and outside specified �+•� `� STRUCTURAL PRECAST CONCRETE 03410 - 10 s' ` .✓ ;.t s c`v yR i'" {. 't''I'^ta s Vii\g�s��, �:Yi h a'�x�r_r 1 rya I .,r J't t$ ..�'� fi is Sttf�€ a' tyya. tY t �nt .4 6u �ltv.xf �r �jSh "5 ��C/�4b✓Ld �t�i r�t t i r, 6 r t c � . 6 `'� �a K ��'Y` �:, J d,.p E� e"' i.; t '�:f}.��rtil `j R��' d ,.P'�i1Y J rak r� � � 2 t. k. r '. is iJt`'Lrri:1.-r 7la �,z' �*t'�, ✓ . �1�� {k+,� '�,y �� { 1' %�"! t°7 ri} } rh' v titt.-, i r .� 2 t Q.rg,9`a 1 1� al �C{ �J �•.�x "'} 1� r { � ,{.. r�t�. .i�.,• ; i ��i r. a,,��T� � f 3 �,�?,t t �S�- .rah''. �4F' � i'� t P ) . 1 4 �s SJ, J +! 1:t?� J t', t. �., i,: � 1 1 , � + '' 1',�E53tM�W'+L::.....a..;ca.,,..i..w.w+SnvlrYUfiil7�3.� ; �1!f.�ki.., ;tx'.tid:Ys.t'.i'�r'•;`'�"l�k�',`b�`.,��`t4y 1 �� 4 t + �..�. t tolerance limits, will be subject to additional testing as herein specified. Q. Precast units having dimensions greater than required r will be rejected if appearance or function of the f structure is adversely affected, or if larger dimensions interfere with other construction. Repair, r.;. • , or remove and replace rejected units as required to P 7 q meet construction conditions. E. Strength of Units: The strength of precast concrete 't• units will be considered potentially deficient if the ¢ � {., manufacturing processes fail to comply with any of the <�;Y,.; requirements which may affect the strength of theti+'` fi;'iu ; VT�rt ^•tn precast units, including the following conditions. r't +ry' ;4.,;' Failure to meet compressive strength tests ( requirements. e s1: 2 . Reinforcement, and pretensioning and detensioning ,•,,5:'�..'��-s�„.:+ of tendons of prestressed concrete, not conforming ,;,•>?}ya « ; to specified fabrication requirements. 3 . Concrete curing, and protection of precast units against extremes in temperature, not as specified. ; f 4 . Precast units damaged during handling and r n erection. F. resting Precast Units: When there is evidence that strength of precast concrete units does not meet specification requirements, the concrete testing ti7 t; service shall take cores drilled from hardened concrete Ma ,{ for compressive strength determination, complying with f ASTM C 42 and as follows: s' 1. Take at least 3 representative cores from precast R units of suspect strength, from locations directed by Architect. ,4. 2 . Test cores in a saturated-surface-dry condition per ACI 318 if concrete will be wet during use of completed structure. 3 . Test cores in an air-dry condition per ACI 318 if concrete will be dry during use of completed structure. 4 . Strength of concrete for each series of cores will be considered satisfactory if their average compressive strength is at least 85 percent of 28- day design compressive strength. 5. Test results will be made in writing on same day that tests are made, with copies to Architect, Contractor, and precast manufacturer. Include in test reports the project identification name and number, date, name of precast concrete STRUCTURAL PRECAST CONCRETE 03410 a,. 4 R 'it it S �4.S �tj •r ,, r+ ” A ^. •r;� "t�,t. :$5t k• °•i?@,ya�+,.�•'4.} ��,}`YEft .kh ��i ! �`t'1f'/µ` P ..�, tx h .kt i + �i t .i1. 3 �s;fY 'Fyl,�4.'3y ' ri 'f�r,, i '' ' s"5 E'�',.'I k- { T J..✓ f 1 C. t•i s t i � t.. .;,s� r 1 r�! ' t a,VA-1 ti`dGh . f t, ��t„�, y. � m' c s e i ,+';1 •s s. 1 1 > z + t��q Z. �•„ S ±."��anu ��,+"4 St ..� ;YC �, t(t.4 1,5.at f .cr ,.y+ t' + +. .: 1 t: ` 4z (,: ,.! ' .1� }: .t l',Yl"�'r''µy3't��f b;��..;�'�s�;�#},":�f�. rk• .t C f'. !s,��•.'f,��yd,,r�':�'ix, �'`,�' {i ta 'st�Y �� j r t r c apt. sf a Pt. C°: tui �t's tt' «t v f �b , .(..it( r: ,+ , 5 * SLe `fiyi Id9'7 "fa• ,` wh , ,l . <• .4 t a � rte' �.. �r.�fF-''Ai4ei4rrN'e+=,:..:.c:.✓..r.,�,�,,..,..r.........'t.�i.:c�:f!Yt+t':w��'dt��"f+"'V��t?i?,S�.t�z•}"'tY,7�}{f,er+'�ji,.fis/�i;3.;tz�`inr•,k,�.v..,s...,.....,.�`._ ...._. ,....._..,._...._.._.i ..:7,,..t...+,,,,a. '�. to manufacturer, name of concrete testing service, )) I. identification letter, name, and type of member or {F„„ members represented by gore tests, designs d�Li , f, compressive strength compression breaking strength r, { : and type of break (corrected for length-diameter, r ratio) , direction of applied load to core with respect to horizontal plan of concrete as placed, and moisture condition of core at time of bearing. G. Patching: Where care test results are satisfactory and precast units are acceptable for use in work, fill core holes solid with patching mortar, and finish to match -'t adjacent concrete surfaces. H. Defective Work: Precast concrete units which do not .< < conform to specified requirements, including strengths t: rS yCt tolerances and finishes shall be replaced with precast concrete units that meet requirements of this '`"`" '„ ',7i•i{fiew.''.''7y section. Contractor shall also be responsible for cost .1 . ••' i 4F t: A' of corrections to other work affected by or resulting »{ J"(` Y from corrections to precast concrete work. >_ a PART 3 - EXECUTIONS '' •ttl,.j..,.:: f,sl�• ' 3 . 1 INSTALLATION GENERAL: ` A. A. Temporary shoring and Bracing: Provide temporary shoring and bracing members with connections of { sufficient strength to bear imposed loads. Remove temporary members and connections when permanent members are in place and final connections are made. '.. 'y. i:. Provide temporary guy lines to achieve proper alignment t= of structures as erection proceeds., N B. Bearing Pads: Install flexible bearing pads where fi i indicated, as precast units are being erected. Set 3:.. pads on level, uniform bearing surfaces and maintain in 3 correct position until precast units are placed. ;y C. Welding: Perform welding in compliance with AWS D 1. 1, ? ` including qualification of welders. 1. Protect units from damage by field welding or cutting operations and provide non-combustible _•.. shield as required. k 2. Repair damaged metal surfaces by cleaning and applying a coat of liquid galvanizing repair ' compound to galvanized surfaces and compatible t primer to painted surfaces. STRUCTURAL PRECAST CONCRETE 03410 -- 12 _s PM :+.,J, 77 Y :t "+•'" r yn rnF.ivN'.s'�"r+t;:py .awx,u.,n.... +v ..�,+T t sfn y.�)+ t ::.'ilri, x, i. e .3� ` `j i r. :{:. 'i r� �� ;t�; ,F. �fll�tY�`�S?e�t'se x.:+'a��`'��yb`�7 a r •'��r,.. :,.x��;x�,4' �r.., a '-•jt F .. ;s a se'v yE ys('4�;.+t� fi�ii � y. t +1�-' '�y ? tai` � ` ' .9.r'' r .. i+ ,a x�I s .Sl l�t f:,T„ � ••�. t:, s ..r: t ;,. , t , i r�✓v�F��17X 4 .�4 ��J[' r,y' 'h1,.g�'S of `�+ y a4t '' 1, '� =0 tf. •#.,3 S$ t s e t x'd 5 } #! t F f,$J;� 3 �.f. 0Y IN ri 3 �N +l S ` D. Powder-Actuated Fasteners: Do not used powder-actuated fasteners for surface attachment of accessory items in precast, prestressed unit unless otherwise accepted by precast manufacturer, Q•' E. Erection Tolerances: Install precast units without exceeding following tolerance limits specified in PCI MNL-127 "Recommended Practice for Erection of Precast Concrete" . I lit, 1. Grouting Connections and Joints: After precast +; concrete units have been placed and secured, grout open spaces at connection and joints as follows: ?. 2 . Cement grout consisting of 1 part portland cement, wx, 2-1/2 parts sand, and only enough water to properly mix and for hydration. out consisting 3 . Shrinkage-resistant gr g of premixed compound and water to provide a flowable mixture without segregation or bleeding. ', }�'�.�rrtte• 4 Provide forms or other acceptable method to retain j grout in place until sufficiently hard to support s itself. Pack spaces with stiff grout material, ''' ry tamping until voids are completely filled. Place grout to finish smooth, plumb, and level with adjacent concrete surfaces. Keep grouted joints damp for not less than 24 hours after initial set. .QZ Promptly remove grout material from exposed ,x surfaces before it hardens. f •., END OF SECTION 03410 Al �t ,w ti t 3 t. STRUCTURAL PRECAST CONCRETE 03410 - 13 ild it ' lill • i t 6 .x• ' { �l+�i�3��i><}�h� t! �'.ru'd rr y:,.'�i�,sP r� ar{ ?�, 1} �r.Z+�>��fi1��:`i Fx 1 <if� �� sT�x�t� �tlP,.��i, y'thi�Y;�Yt t"qa', rs�i �,r� {}rt C ter :r rr �i. t�`x is "1%r y i r � .> >t. ({ P' t5 )•t��4. � '��x. ,ski yasat f „{+ ' s tc j !{t y`Sp k r 1. ° ;j +< r °,a• �,� :! ,.�� •''i`•.. k ,• ^�t 7 r�ttk,..y,t�syt.'r.47^`5/k^ t Y St ,:. 6.fu5MJ 4d�,+�;�''4 "'3.��1ix�C.��t�-�'v.! �y '. t. .r.ir °} �fi�{ � T�1Ss' tk�.l'},�•'. � ! 7 '!, �'� tfFF� c• �-; r' SECTION 04200 - UNIT MASONRY _ 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 work of this section. . B. Requirements of this section apply to masonry work specified in Division-4 section "Reinforced Unit Masonry" . 1. 2 DESCRIPTION OF WORK: x ' A. Extent of each type of masonry' work is indicated on ;r ,' , drawings. rT o x B. Types of masonry work required include: 1.'' Concrete unit masonry. y. 1. 3 QUALITY ASSURANCE: {' 4: A. Fire * Performance Characteristics: Where indicated, n provide materials and construction• which 'are identical to those of assemblies whose fire endurance has been determined by testing in compliance with ASTM E 119 by a recognized testing and inspecting organization or by t;•li another means, as acceptable to authority having jurisdiction. "{ B. Single Source Responsibility for Masonry Units: Obtain exposed masonry units of uniform texture and color, or a uniform blend within the ranges accepted for these characteristics, from one manufacturer for each different product required for each continuous surface or visually related surfaces. C. Single Source Responsibility. for Mortar Materials: Obtain mortar ingredients of uniform quality, including color for Exposed masonry, from one manufacturer for each cement:itious component and from one source and producer for each aggregate. t D. Field Construction Mock-Ups: Prior to installation of masonry work., erect sample wall panels to further verify selections made for color and textural Till characteristics, under sample submittals of masonry units and mortar, and to represent completed masonry UNIT MASONRY 04200 - 1 % r': 't,w t''1k��{i;;��j�w'' .;'^'.'r^.^a i^rr-_.n,.,�:tr`.es_?t4?;ti S:,?ir"*,'•=�< .'S' .;T.� R�. t _3 ...44'. r,.,y,.:v'�' !ti�f i y�i1r. r v'. r. l "� 7. y"� r t t s t,>•" k,��.l'� � �'�`,�, t r��e.K��l'q+1. �•�•"�r' `f)r'} rt �.:: -e ''t 1 t '.h t 1rtC.i f jr°t.7(#, "z•�v� •417��'��krxi�.r , y ' r !Sf* y rf .� to S,4 Y < � r' r. :.d .i'.N y.. r a•t + t1�y kr.?+f tti��4f!-. ,;f fa � :� �`�\.'�`9,✓ef�y/,{'(' ? u # r f �`t7 1 r '.z t r :,, r ft t !?- ,• ,, �' �7,. _�'�y `>�' 't''7 `� t "'�r i' •,{�,��E`rtF;w?�j.��.5q4''.tr,2 k'':",ljA4 f r ��{ r .71�"" f. � + 2rC s'.:d .� {,}' V2!�+lt'.'r +r ';. .9 �'�°�"t ':�iuuj;'•''p;A�•:,i,°;°;i,�'j?:�;�i�• [ �'�rt�4,s�� j � �. �. �. .sr a t t yt ri .bi<:,'tr•;r��.�Y Lsry(r�„ ,.r#'rys7� � ;$? " .e.,. � �Rr'a t•,y u ��` 7� 5 i"r �� 1 it r '1..} Ski' r t. Yi+i r'�t�f� ��d 9t' r�3Ct7� AN �' :d y,..N..,,.573 J •s1 s i 3 k x F r t = z k t t`r t 't 7i, "�f j '• � 4 Sq .dc'r r + 'tt t'k +( ° �, p r f Y r f Ytilf rti t'si 1`r`•'��{� US c �a`+ri`s t ± ;" K£'` � .bey,, .`j �'t 7 2 r'!7 1 4.,. a' ."3 fi' ` t ,a¢ 'rn r k ' ]i a "+.•c`k, yy,1 ,. >k\�7't' ',.^..r h= t Tt} t .;rtd 3,7 r+T •,+'t: r.::;� w,r�ro.y'z"" , rt jilr .s'.t:.4.• tri;; J iry�<ii +st, f�.. � 't,•i��,s�.r;=.d��tt.dt }•%ij!!t't'>'�� ti::�tt+! v. ' i • . t .s` t' .�!, r �tr. st +��,•. ;vrCt{ .5 t ,frSCi,;Y i=": • �7.;=I?l:d�•{„j z. .rtsl fry.t�, '.L 5iixt :1r t ,r 7 k r ,4"7x, .1,iJ',,y.t?,{;{il�.i i''<.us v. 75;.. 'S r'G t ii•-s31y-.?, ,vilb v7t{jty,�{ .,u• t <! r .�c� }: v T.�. ;,. ':sjiYr 4,'IJ1�1 111111111 loll Imall l ...�6wY1is`'3. ' ��f�i 4 5 5::, t. 1 �,•, �'r, tAN J" •. + �^ Y v k t Y', r x}riAY 's'; .� i 1 + tf yr• 3, $'�A4��##:�gg��,uk,� ....: �eC.nM!`�h .�?5'YrUMrrarw:uS« .o,... 3 ryi" 4R >= work for qualities of appearance, materials and construction; build mock-ups to comply with the following requirements: ' 1. Locate mock-ups on site in locations indicated or, if not indicated, as directed by Architect. ' 2. Build mock-ups for the following types of masonry }° in sizes of approximately 4' long by 4' high by ` full thickness, including face and back-up wythes as well as accessories. �rtV h t a. Each e of exposed unit YP masonry work P y "Heritage" - Kirchner Industries, Inc. ' > or approved equal. ~ }_5. 1.4 SUBMITTALS: k. 4 A. Product Data: Submit manufacturer's product data for ;N each type of masonry unit, accessory, and otherx w { manufactured products, including certifications that ya. each type complies with specified requirements. B. Samples for Initial Selection Purposes: Submit samples ` ;;, of the following materials: 5 "i4 ;; 1. Four unit masonry samples in small scale form _ showing full extent of colors and textures ` ' c available for each type of exposed masonry unit required, 2. Colored masonry mortar samples showing full extent of colors available. K 3 . Certify units comply with specifications by independent laboratory tests. 1.5 DELIVERY, STORAGE, AND HANDLING: r - `0 A. Deliver masonry materials to project in undamaged condition. B. Store and handle masonry units to prevent their >` deterioration or damage due to moisture, temperature changes, contaminants, corrosion or other causes. s { 1. Limit moisture absorption of concrete masonry ' units during delivery and until time of �•f,,: installation to the maximum percentage specified for Type I units for the average annual relative r ; humidity as reported by `the U.S. Weather Bureau ..; , Station nearest project site. '1� 1 UNIT MASONRY 04200 - 2 t Fr 1r .° i14t N.. }5s�''t s ryd'ry} } J t irYa r r f,�w a �� '�Frd�i. a''""1"+_.1,S: , rrt. r }...' .:•, >Y � 3 t `l c��,� , x: . atks(1�4 t� A41!"" t•„r ,� ,' � , 1 it"''"di� �a R � �y� µt'r to �iv�'2 1` > Z ds Qy�s' .rx ` FISe X'+ ,�`!� p�$.x SS�xf �xr lf.°�t a��"�,,�"s t}yf r ty71�tF°rd•7 Y.: � � t5 tF'. } s k t+` n -1.t'Y`k ��t f�t�ts*Y�V•t' d rin t�'x.�'' t t :1s1��t�'F ,s�f"�Q�}.d'.U" �7✓. .I t t.,. Yt` d i s.� A4 .St ; 'i'�,Fjd.`t'C;a F s�I11 Se��t,,F ft,%i jw"+4�r>;�ta"'giJ'x�t,�� Y !' i, B; t C '�tici� ++a+ b�•�} �� f t r x ( r`� � � h t` t f "F. t L t Y t. r 't� w[ n`i't t r, 3 .f.tf+ r r xk , t i � .a..•,4b; C.F �� Y` ' � �➢ f e F,:- u' r r tai '' y}°' l .y ".1 4 .•' .'Yr x s_;��p� d,,. 'n, r :..s .' �r'.Y';�S si�iMF..�� rky�2 akt'4ttt t � hn R tfi rai).{•^"'+OU {. �`,d�r�%YiF?tY�T!'iw4'brr..,w.i.•ti...-,...JU.y.,Mwt:..rMrt`U'J.IR*•St`T.4-f�.k.Ype .:, r A \p C 111 C. Store cementitiou.s materials off the ground, under ;�,� cover and in dry location. D. Store aggregates where grading and other required characteristics can be maintained. ;,., E. Store masonry accessories including metal items to k` prevent deterioration by corrosion and accumulation of _,. dirt. 1. 6 PROJECT CONDITIONS: A. Protection of Work: During erection, cover top of walls with waterproof sheeting at end of each day's work. Cover partially completed structures when work is not in progress. B. Extend cover a minimum of 24 inches down both sides and hold cover securely in place. C. Do not apply uniform floor or roof loading for at least PP Y 12 hours after building masonry walls or columns. �fl3 .t F : D. Do not apply concentrated loads for at least 3 days ' after building masonry walls or columns i ..:;'. E. Staining: Prevent grout or mortar or soil from � � staining the face of masonry to be left exposed or rJ 1' painted. Remove immediately grout or mortar in contact ,uf^ K with such. masonry. f �' F. Protect base of walls from rain-splashed mud and mortar f7 '. yx splatter by means of coverings spread on ground and : . over wall surface. G. Protect sills, ledges and projections from droppings of mortar. H. Cold Weather Protection: ' {e'i 1. Do not lay masonry units which are wet or frozen. 2 . Remove any ice or snow formed on masonry bed by carefully applying heat until top surface is dry to the touch. 3 . Remove masonry damaged by freezing conditions. , 4 . Perform the following construction procedures tz : while masonry work is progressing. Temperature h {,. •fu ;..t., ranges indicated below apply to air temperatures .a existing at time of installation except for grout. 5. For grout, temperature ranges apply to anticipated minimum night temperatures. In heating mortar and grout materials, maintain mixing temperature ? selected within 10 degrees F (6 degrees C) . UNIT MASONRY 04200 - 3 tR} ( �k.1';�f 1d PFr li5-"Vi,'y ;,5f�'.�uy i " i, d x��,:. giei? xf. e i, a t z x ,�r: 2 ! A`i1�y X 8 7,i�j 'j1' r. kip �Sr �' 'ys fiirtYi `�`/�`,t,"g5jj ; t .. +i t st +, .J;; ; .eil� {��j •. 1;• 1 > It s•- x r .E i + ! tq e Etii � rli.f� �A�p � : t � fi��Y ,6f t,.1 T.�DZ#�4e�1�Ca»,.i.,:.i:»... .i..�m,.,,a��.L•3t>��`.`u�:6:i i'.}'� �„ s r�'{, a. 40 deg.F (4 deg.C) to 32 deg. F (0 deg.C) 1) Mortar: Heat mixing water to produce ;_ °`: mortar temperature between 40 deg.F (4 `'�' }' deg.C) and 120 deg.F (49 deg.C) . 2 Grout: Follow normal masonryY.. ,x procedures. bi. 32 deg.F (0 deg.C) to 25 deg.F (-4 deg.C) : r, Yt ` 1) Mortar: Heat mixing water and sand to produce mortar temperatures between 40 � deg.F (4 deg.C) and 120 deg.F (4 9 deg.C) ; maintain temperature of mortar , r on boards above freezing. a: c ' 2 Grout: Heat g rout materials to 90 deg.F ` µ (32 deg.C) to produce inplace grout '= ,� S.Q temperature of 70 deg. F (21 deg.C) at end of work day. ,.. eC. 25 deg.F (-4 deg.C) to 20 deg.F (-7 deg.C) : '- 1) ' Mortar: Heat mixing water and sand to <,e produce mortar temperatures between 40 deg.F (4 deg.C) and 120 deg.F (49 deg.C) ; maintain temperature of mortar on boards above freezing. 2) Grout: Heat grout materials to 90 deg.F 1 (32 deg.C) to produce inplace grout temperature of 70 deg.F (21 deg. C) at 4 end of work day. 2 3) Heat both sides of walls under ` construction using salamanders or other heat sources. 4) Use windbreaks or enclosures when wind is in excess of 15 mph. d. 20 deg.F (-7 deg.C) and below: 1) . Mortar: Heat mixing water and sand to produce mortar temperatures between 40 deg.F (4 deg.C) and 120 deg.F (49 deg.C) . 2) Grout: Heat gz-out materials to 90 deg.F (32 deg.C) to produce inplace grout temperature of 70 deg.F (21 deg.C) at end of work day. 3) Masonry Units: Heat masonry units so that they are above 20 deg.F (-7 deg.C) at time of laying. 4) Provide enclosure and auxiliary heat to maintain an air temperature of at least UNIT MASONRY 04200 - .4 �fii+'^ $ }�'�'LrUf'1 4" �4 j. r I r ��• iY �� . '�' •��,��". �K�n K;k � �,i ruk", �r .l:��,��j�"`� ��9�R�i{, �f"d� �'' .. x j "� .`1ii 'i y�'yj:. ��§§§ +t�gtal }^' E<,'t .i�,tS..l{`b -'1«`d - l'S't YS .faiY � e";..Y'fi}w, x`,"•¢r+»h ,.5. ,u 5 ,� i•h' r q •tiu '�+, a k: -' f �PAM", � s ly S " s r 1�� t, ,��),„�,.{a Y f,e. !�t a !S"'F��•tM�tti i}.,J°�r .1 . 4Un'!..wj: :SR11U ti ,{'+�r� �-! ;1N.- �^ r b c t°`R' ��r'�. 1�,i``•rfNg`4'` t t 1F r t r r y x �t r.. `��1`i �"� �3. ,� 4a�� r , 4•a- -t ktiz.� r �r t ..xt-�`+�af [ f. , 5> i r a i. o �;: > �.�{: �� s lS4i t t` ' rx1 a�. ' x�t� f r� S �'• c + ,F wyY t , .�/ 1 3 � � 3 4a -��v� y d±i3 i;aY'' '� P� e�. E4"� ��h� �d\w�v r.t�.e !r w $dpi<•lja, .zf�y, .t d,:nit 'P�..>t. F Y,..t +t�p iY„� tt'k tie l: ��r�. y'.,,ti' ��4 Uti y3t� .nA ,tA,. .r. .\ v, ; p.' `F : �. .'Ara r • �. .la r ..1. ° �y}t?^ 4`jb f} 1� i �'t f�( Sd{ :'7r".>t.ii, i '.p. .:t; a. tp '� .,t`. iT r, M' ve'�'� ,s'•q� }#,'�„�;y-Jj�Yp } i"�•,{ • .�r1 s' Jv�"t+ `I; �2'tn{, 'S .' y4 '. i" � t td£ !`F . . ...'• � .ktir . .: 1 i:9 $�"h ^w r ``Irt�5 ,}`^y :'', ,� x..r.�!)H t �: �,'�, y ti ;l. rr1 • �4k X�x.F•,X''�•' ;°i ,. '$ � t :j«'— r, { � � d�t p aAt�5jt�}�' .��.�.,:?1 s„ �9 0��3 yx��g��ti�;; ��-`il G �t.to�lLL t��•f a�4�g 5 ^� ,�,• .r1 R 5�� 40 deg.F (4 deg.C) for 24 hours after '. laying units. 4 e. Do not heat water for mortar and grout to s above 160 deg.F (71 deg.C) . , 6. Protect completed masonry and masonry not being worked on in the following manner. Temperature •r,,; ranges indicated apply to mean daily- air temperatures except for grouted masonry. For grouted masonry, temperature ranges apply to ; t- ' anticipated minimum night temperatures. ° l 5 : a. 40 deg.F (4 deg.C) to 32 deg.F (0 deg.C) : sus 1) Protect masonry from rain or snow for at :r least 24 hours by covering with weather- '' resistive membrane. -} . '` b. 32 deg.F (0 deg.C) to 25 deg.F (-4 deg.C) : `t 1) Completely cover masonry with weather- resistive membrane for at least 24 hours. c. 25 deg.F (-4 deg.C) to 20 deg.F (-7 deg.C) : 1) Completely cover masonry with weather- resistive insulating blankets or similar x; protection for at least 24 hours, 48 hours for grouted masonry. d. 20 deg.F (-7 deg.C) . and below: f:. 1) Except as otherwise indicated, maintain t masonry temperature above 32 deg.F (0 ' deg.C) for 24 hours using enclosures and supplementary heat, electric heating blankets infrared lam p s or other methods. proven to be satisfactory. For � grouted masonry maintain heated enclosure to 40 deg.F '(4 deg.C) for 48 hours. PART. 2' -. PRODUCTS 2 . 1 CONCRETE MASONRY' .UNITS: 5^ A. General: Comply with referenced standards and other, requirements indicated below applicable to each farm of concrete masonry unit required. q ' UNIT MASONRY 04200 5 x: ' k � vY t+ :,'� ( �' Y r t•.At S rt{ ,t,R,.a d 7a r ,� ?tt 4 �.rn +�'t1. tl+"�'a�'?e 3 r !�.Sz�5�rttltj r s�` t N ON N 4AIN 1 Provide special shapes where required for lintels, corners, jambs, sash, control joints, headers, bonding, wall bases and other special conditions. a. Provide square-edged units for outside corners. B. Concrete Block: Provide units complying with characteristics indicated below for grade,- type, face size, exposed face and under each form of block included for weight classification. 1. Exterior Walls: a. Grade N. b. Size: Manufacturer's standard with nominal face dimensions of 1611 long x 411 high x thicknesses indicated on drawings. C. Type I, moisture-controlled units. d. Hollow load bearing block ASTM C 90 and as follows: Weight classification: normal weight. e. Color: Manufacturerfs standard. color and texture as selected by Architect. 2.2 MORTAR AND GROUT MATERIALS: A. Portland Cement: ASTM C 150, Type 1, except Type III may be used for cold weather construction. Provide natural color or white cement as required to produce required mortar color. B. Hydrated Lime: ASTM C 207, Type S. C. Aggregate for Mortar: ASTM C 144, except for joints W, less than 1/411 use aggregate graded with 100% passing the No. 16 sieve. rw D. Aggregate for Grout: ASTM C 404. E. Colored Mortar Pigments: Natural and synthetic iron oxides and chromium oxides, compounded for use in mortar mixes. Use only pigments with record of satisfactory performance in masonry mortars. 1. Available Products: Subject to compliance with requirements, colored mortar pigments which may be incorporated in the work include, but are not limited to, the following: a. IISGS Mortar colors", Solomon Grind-Chem Services, Inc. UNIT MASONRY 04200 6 tiy L 111-01, 00-1 11'1� gill, 0 1 e� t,:a. .y' .C4 #?I w:•�..e�tz+r' :. YS "True Tone Mortar Colors" ; Davis Colors, A Subsidiary of Rockwood Industries, Inc. ` F. Water: Clean and potable. n, r 2. 3 JOINT REINFORCEMENT TIES AND ANCHORING DEVICES: k 4 R. Materials: Comply with requirements indicated below for basic materials and with requirements indicated under each form of joint reinforcement, tie and anchor for size and other characteristics: s B. Joint Reinforcement: Provide welded-wire units prefabricated with deformed continuous side rods and plain cross rods into straight lengths of not less than 101, , with prefabricated corner and tee units, and complying with requirements indicated below: 1. Width: Fabricate joint reinforcement in units with widths of approximately 2" less than nominal width of walls and partitions as required to provide mortar coverage of riot less than 5/8" on joint faces exposed to exterior and 1/219 elsewhere. 2. Ladder design with perpendicular cross rods spaced at 16" o.c. 3. Wire size for reinforcement to be No 9 Standard. Ce Anchor Bolts: Provide steel bolts with hex nuts and flat washers complying with ASTM A 307 , Grade A, hot- ; µ dip galvanized to comply with ASTM C 153 , Class C, in K - sizes and configurations indicated. D. Manufacturers: Subject to compliance with requirements, provide products of one of- the following: r Y� t'. x* 1. AA Wire Products Co. 2 . Dur-O-Wall, Inc. ,r 3. Heckman Building Products, Inc. 4. Hohmann & Barnard, Inc. '4av 5. Masonry Reinforcing Corp. of America. 6. National Wire Products Corp.. W rti 2.4 CONCEALED FLASHING MATERIALS: 3..,: Sheet Metal Flashing: Fabricate from the following =ir' fl metal complying with requirements specified in Division-7 section "Flashing and Sheet Metal" and below: B. Vinyl Sheet Flashing: Flexible sheet flashings especially formulated from virgin polyvinyl chloride UNIT MASONRY 04200 - 7 i� M,• .+� ;•t+.' C� ,yiri x trS„F �Y"wit .3 p tf 4t.�, ;t dus, � �• v 4 {�� •r � , �,,.�t.��.f}},,l t t�{,}�ts'1 �t.k�`y`"' ��'A+�,#'�' {y�1�'i'¢+sf�'�r t��,•y��"PS �, i,, a, .� t k�,s Jt�` rti�yyn`T r ��i3"i��'f s k t T y fl ( , �{t• p,��j, �� A• Y N� a tt,�,, ., �''•T �, k3� t��{k�'��„,�'Yy� (t7'� ��`�a kf �r+f`�t f!t},,,,�y +1�ty�4"b '�.i�c r`�.�`. .,a,�taZ�,,a� ' y� 7 f ��., 'F.�..,w [i.• � .+"'Bt'.i'T 'iT +Crj G i"I'� a'?a e� {^it�, +�a �� ;,r t t .1{ r6 r. E: � '� x.3rdF1 ��.+t.:t`"}J rf'��,�5 ' q a�n r ".�, i. .�y�Vt i!' lt„'� Sr"•r45f + '' 3:� y e.a y 0- 0 111 1! ek with plasticizers and other modifiers to remain flexible and waterproof in concealed Masonry applications, black in color and of thickness indicated below: 1. Thickness: 30 mils. 14 C. Products: Subject to compliance with requirements, nrovide one of the following: 1. Vinyl Sheet Flashing: a. "Vi-Seal Plastic Flashing" ; Afco Products Inc b. IIBF�11 Vinyl Water Barrier, B.F. Goodrich Co. C. 1INuflex" Sandell Manufacturing Co. , Inc. d. "Wascoseal"; York Manufacturing, Inc. 2 . 5 MISCELLANEOUS MASONRY ACCESSORIES: A. Non-Metallic Expansion Joint Strips: Premolded, flexible cellular neoprene rubber filler strips complying with ASTM D 1056, Grade RE41E1, capable of compression up to 35%, of width and thickness indicated. B. Premolded Control Joint Strips: Material as indicated below, designed to fit standard sash block and to maintain lateral stability in masonry wall; size and configuration as indicated. 1. Polyvinyl chloride complying with ASTM D 2287, General Purpose Grade, Designation PVC-63506. C. Weepholes: Provide the following for weepholes: 1. Cotton Cord: Sas h cord of length required to J produce 211 exposure on exterior and 1811 in cavity between wythes. N D. Bond Breaker Strips: Asphalt-saturated organic roofing felt complying with ASTM D 226, Type I (No. 15 asphalt felt) . E. Water repellant: Wet-Gard integral clear water repellant system (or approved equal as recommended by Block manufacturer) . UNIT MASONRY" 04200 8 4 „ �t`h"• 7ti Jit ��`r�rs ”°•�a 4 4 • s � .•�. S .:.,ri 1� .,,. t t .. t:i i.,,. r t ,1. F .r i{ 'y ter e �,.at�pt�+� ;;.. .x rty,>7t�.i1 �. t, Y y I p�.➢riyyn+ ... Y� r� PR :.•;r 2 . 6 MASONRY CLEANERS: A. Job-Mixed Detergent Solution: Solution of trisodium fit. phosphate (1/2 cup dry measure) and laundry detergent ;} a (1/2 cup dry measure) dissolved in one gallon of water. 1. Available Products: Subject to compliance with ?` -� requirements, a product which may be used to clean unit masonry surfaces includes, but is not limited to, the following: a. "sure Klean" No. 600 Detergent; ProSoCo, Inc. ; 2 .7 MORTAR AND GROUT MIXES: A. General: Do not add admixtures including coloring pigments, air- entraining agents, accelerators, retarders, water repellent agents, anti-freeze compounds or other admixtures, unless otherwise 4� ' indicated. v 1. Do not use calcium chloride in mortar or grout. qtr;, B. Mixing: Combine and thoroughly mix cementitious, water and aggregates in a mechanical batch mixer; comply with { referenced ASTM standards for mixing`. g time and water . content. C. Mortar for' Unit Masonry: Comply with ASTM C 270, Proportion Specification, for types of mortar required, unless otherwise indicated. 1. Limit cementitious materials in mortar to portland r`. cement-lime. 2. Use Type N mortar for exterior, above-grade y� loadbearing and non-loadbearing walls. D. Colored Pigmented Mortar: Select and proportion 'm{r pigments with other ingredients to produce color required. Do not exceed pigment-to-cement ratio of 1- to-10, by ,weight. E. Colored Aggregate Mortar: Produce mortar of color required by use of colored aggregates in combination with selected cementitious materials. 1. , Mix to match approved sample, as selected by Architect. Yjje' F. Grout for Unit Masonry: Comply with ASTM C 476 for grout for use in construction of reinforced and nonrein.forced unit masonry. Use grout of consistency ' UNIT MASONRY 04200 - 9 `u, �.d'�a ',y�;` rF,� f :S.RjrwL?1�^371iGf;��r44Nt''i'; f 1� �'l,'+.•.�WY 'c � dpi't a',,,j r-.iA•4''Y.•ta��•y,•..5 }k�lx rvy""}44'Y+•^""t+- T �- �`tR`1y;`i1a' 7�•� �!.;y`'�� {'§ C 'i{+ Sd't F'1'3`L' �A��W-�"'�tk�:6� tti�l•�iy�s�iL' A.'a= rf4 0 !'��',�.b, fi�•t,..r.��(��rt. :,A �;•t ,¢i a J' L X` `?.� v` td: +?.+ r �'ia,;nl.* tar. 'L y r 1 .. ti„`�','•yY',`7'..FC,° "t i j•��(.�'f rJr{4{a tt�`�?�'� �;; 'r'�i'hyc rr t eb �,°t t ix't�ti(r •'U �; .` tf.`{4�Jt.r,.n, ��k,fi(' '{� < y''.4i��ti` .5 A7 � 1ri.ry• b 1,�Sh�h4,s�,1 y§, tih�,. „%t 4. •t. . k� ti �,.{�:;, �'��`' 'ar C .�j ,n� 1yr �f x E�' F° � r'r •;,.n��f;,Z?i�'K nP�`Y��tt,�;�' '`�. -� �y.�, 'sf1`l�1,. r �•- S} w'?i`?iaF '� t'�d<�`•5•' tY t >.� F; s1r*r'�• 4Y mot.iy � � ,iS�,v �i u,'� f;1� ^n r R „�ty u..Y 't ;'t 71st°T�1�' �, tt,,;ij.'4g �`"�„��:�Lr 37: -`2l r-t. t, r i .i a.(�,- -i +, Ifrr�+.•;L?; ik �. ';L �� Lr.+' '.>; ..rt.• e nv, .t',i 5 �;i � t st - r +t":v t I ,� �`�, �«E' � �� f ' Y i yip r ;,t :ri t r `' `V,. , t .Y . <s t;• tu��,: �' �+'/:: .'of i:. y. hr .y � �K4;, �1• .,4 ,,;1., . tt� .'.. .�r:' h+ :.ti• ti,nr;+,r# 'A��. a t t ' � +�T��.�, ;tt'n�;?Y tt� sr .. '. 5 ,7'._ .. ., tt" .. ... .. { !h . <F ,.`° s� 4 �s � ..,'.dyQ'�� •� !•1! • '��'�' s $. '� -e �4Kf�'6,kr��u,�drt;Y:�f{',�d��' o .r2tY1 �`e;�.r � A„ a"f[ .t .t '"+o-.1. _i�, rs�S�k# Nt?tiyttt�t��'i? 's�k.!�. \ f S }'1j• � 4 .�5 $< .. indicated or if not otherwise indicated, of consistency (fine or coarse) at time of placement which will completely fill all spaces intended to receive grout. Use fine grout in grout spaces less than 211 in horizontal direction, unless otherwise indicated. 2. Use coarse grout in grout spaces 211 or more in least horizontal dimension, unless otherwise indicated. PART 3 - EXECUTION � ?, 3. 1 INSTALLATION, GENERAL: ' A. Do not wet concrete masonry units. B. Cleaning Reinforcing: Before placing, remove loose rust, ice and other coatings from reinforcing. q- u A 'ai C. Thickness: Build cavity and composite walls, floors t °` u and other masonry construction to the full thickness ' shown. Build single- wythe walls to the actual ' thickness of the masonry units, using units of nominal > .. thickness indicated. ' D. Leave openings for equipment to be installed before completion of masonry work. After installation of ? ' equipment, complete masonry work to match work immediately adjacent to the opening. E. Cut masonry units using abrasive power saws to provide E clean, sharp, unchipped edges. Cut units as required to provide continuous pattern and to fit adjoining : ., work. Use full-size units without cutting where xa possible. 'i 1. Use dry cutting saws to cut concrete masonry units. F. .�� Maintain standard 3/8" mortar joint. risf s 3. 2 CONSTRUCTION TOLERANCES: A. Variation from Plumb: For vertical lines and surfaces . of columns, walls and arrises do not exceed 1/411 in 1011 , or 3/8t1 in a story height not to exceed 201 , nor ` 1/211 in 40' or more. For external corners, expansion `; . . joints, control joints and other conspicuous lines, do not exceed 1/4t1 in any story or 20' maximum, nor 1/211 'in 40' or more. For vertical alignment of head joints do not exceed plus or minus 1/411 in 10-1 , 1/211 maximum. UNIT• MASONRY 04200 - 10 ��.� .. •t,aF^.t: S,i.r^' K. q'.' fi. to 'a:. S .i 3j', f� ` s �t 'w ,,t 01 n,�YL++ ".•+ t 5 M ? n5��v+v{• fx. a 'Y S+K �'x' � sNJw 4 3 r Y✓' �� A " 2 d \ }d' a, t,/,y"?�q} ,y .. f'ak 1t^J^ » t1 t� r k tF iy i} t� �^ p.�,n, Y. .t,�t't ��', :"a f� � Y; ?#� r �" .. 7.'i . :"`,�$�.`.3'!p'k,a. � }'`{'"`i�tth..t.+S a•' a rr .... ....... 61 21 ` B. Variation from Level: For bed joints and lines of sills, parapets, horizontal grooves exposed lintels, exceed 1/4 in any conspicuous lines, do not 11 and other consp t bay or 201 maximum, nor 1/211 in 40' or m ore. For op exceed 1/8 between face of bearing walls do not 11 surface within width of w adjacent floor ele ments in 10f or 1/161 1 a single unit. For position shown C. Variation of Linear Building Line: walls and in plan and related portion of columns, partitions, do not exceed 1/211 in any bay or 201 yjor 3/411 in 401 or more. ;' a maximuM, columns ional Dimensions: For co D. Variation in Cross-Sect 3, from dimensions shown, do not and thickness of walli exceed minus 1/411 nor plus 1/211 . exceed bed Mortar Joint Thickness: Do not E. Variation in No than plus or minus joint thickness indicated by more limited to 1/211 . Do not with a maximum thickness 1/811 , exceed head joint thickness indicated by more than plus or minus 1/8". 3 .3 LAYING MASONRY WALLS: A Layout walls in advance for accurate spacing of s urface bond with uniform joint widths and to ond patterns . accurately locate openings, movement-type joints, -than-half- -Avoid the use of less possible at returns and offsets d wherever size units at corners, jambs an other locations. B. Lay-up walls to comply with specified construction tolerances, with courses accurately spaced and coordinated with other work. C. Pattern Bond: Lay exposed masonry in the bond pattern shown or, if not shown, lay in running bond with vertical joint in each course centered on units in courses above and below. Lay concealed masonry with all units in a wythe in running bond or bonded by lapping not less than 211 . Bond and interlock each course of each wythe at corners. Do n nits not use u with less that nominal 41, horizontal face d imensions at corners or jambs. D. Stopping and Resuming Work: Rack• back 1/2-unit length in each course; do not tooth. Clean exposed surfaces of set masonry, wet units lightly remove loose masonry units .(if required) and and mortar prior to laying fresh masonry. 04200 UNIT MASONRY Small X ng X'j _;NN _f. Npu,w� Ra V2 p 'R. U err t MIT', 1* � E. Built-in Work: As the work progresses, build-in items ' specified under this and other sections of these p Fill in solidly with masonry around specifications. built-in items. �}tr , 1. Fill space between hollow metal frames and masonry; solidly with mortar, unless otherwise indicated. a. At exterior frames insert extruded polystyrene board insulation around perimeter of frame in thickness indicated but not less ' "TW'- than 3/4" to act as a thermal break between frame and masonry. 2 . 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. a 3 . Fill cores in hollow concrete masonry nits with ° Y >V grout 3 courses (2411) under bearing plates, beams, ,r t F lintels, posts and similar items, unless otherwise indicated. 3. 4 MORTAR BEDDING AND JOINTING: A. Lay hollow concrete masonry units with full mortar coverage on horizontal and vertical face shells. Bed g: webs in mortar in starting course on footings and in all courses of piers, columns and pilasters, and where adjacent to cells or cavities to be reinforced or filled with concrete or grout. For starting course on footings where cells are not .;: g grouted, spread out full mortar bed including areas under cells. �y..l B. Maintain joint widths shown, except for minor variations required to maintain bond alignment. If not shown, lay walls with 3/8" joints. " C. Cut joints flush for masonry walls which are to be ' concealed or to be covered by other materials, unless otherwise indicated. D. Tool exposed joints slightly concave using a jointer larger than joint thickness in manner as recommended by Block manufacturer. E. ' Remove masonry units disturbed after laying; clean and reset in fresh mortar. Do not pound corners or jambs to shift adjacent stretcher units which have been set in position. If adjustments are required, remove �+ units, clean off mortar and reset in fresh mortar. UNIT MASONRY 04200 - 12 + a g >ti�� trr,sa {�;��hi.�t�sr x ^l Kt}�y ks 9 f��t e+M M r�1^�,�`ax"'ft��t�(�-(�{L`�'"yas,'�'\ j �4rLs!=',,`L�^,,p�13::�`t��j � '.✓s, .1P y �' `} t'" y� ll; r74 � � t 4�e�s v t { �v ?Nt J} r'ri . t t t ieyi a , <74t�:'i��}}C}}' ' �{{"r'` 4 ` X. 1 y• i.. ,S s� q+'++ft �'xF t ,YS, f 7rf'f r -A of r >�•• �,St ��.t n ,y�/r �,�; r,t`,.• 'Ivor ka4 .�s 1 , �v , h ) a �;..t + r t .rt,� i ti..x i. ''•�'$', iflt ab'41 j 54:" 3 L . 'i v+' ty Yas?'rs `. .�P c' Y"�i •r.x.�,[ "� i•tt' 3 o'�°.jr} J ,•'. r t �s>'? cf S1J �f,�q fit.• .�" zlfxu' # t x ,r $a tt `§':. .�;s x §�^br� r,r It r :r} a 'Sr Rrh lu. :�„ a t y ',� ;rt k i e 4<:'. .ty•i + :h,'1, JfJ. r f. y"fitl.*,Sa.,Yki q" .e'+}Y� a'� i:t '�,�+r `�ISr�iJ.+•r h v .F�` ,i`"��s, t Jill 11' 3 .5 HORIZONTAL JOINT REINFORCEMENT: A. General: Provide continuous horizontal joint reinforcement as indicated. Install longitudinal side rod s in mortar for their entire length with a minimum cover of 5/811 on exterior side of wall s 1/211 elsewhere. Lap reinforcing a min imum of 611 . B. Cut or interrupt joint reinforcement at control and expansion joints, unless otherwise indicated. C. Reinforce walls with continuous horizontal joint reinforcing unless specifically noted to be omitted. D. Reinforce the following walls with continuous horizontal joint reinforcement: Single wythe walls. E. Provide' continuity at corners and wall in tersections by use of prefabricated IILII and 'IT" sections. Cut and bend reinforcement uni ts as directed by manufacturer for continuity at returns, offsets, column fireproofing, pipe enclosures and other special conditions. ! F. - Space continuous horizontal reinforcement as follows: 1. For. single-wythe walls, space ieinforcement at 1611 o.c vertically, unless otherwise indicated. wide, G. Reinforce masonry openings greater than it-011 with horizontal joint reinforcement placed in 2 horizontal joints approximately 811 apart, immediately Ir.......... above the lintel and immediately below the sill. Extend reinforcement a minimum of 21-011 beyond jambs of the opening except at control joints. 1. In addition to wall reinforcement, provide additional reinforcement at openings as required to comply with the above. 3 . 6 ANCHORING MASONRY WORK: is A. General: Provide anchor devices of type indicated. 3.7 . CONTROL AND EXPANSION JOINTS: A. General: Provide vertical and horizontal e xpansion control and isolation joints in masonry where shown or as recommended by concrete block manufacturer. Build in related items as the masonry work progresses. UNIT MASONRY 04200 13 N;TbUa4 VAINE ROINMA nN, 101-OR 1V �111 A? x, ........ ............ • „FW,.�.�{v��i '�''4F �) a{�` iU'ii t ° t '�k I .... � _ �,up }...�.�sr.„.ar b»'y .- Wr.iti:,i,^i' .+,yEauSt+;l.tul'i�.¢A.r.:S'3•l.�k'fv^,tiS11r. c # B. Build-in non-metallic joint fillers where indicated. C. Build in horizontal pressure relieving joints where .. indicated; construct joints by either leaving an air space or inserting non- metallic compressible joint filler of width required to permit installation of sealant and backer rod. r '9 3. 8 LINTELS: n' A. Install masonry lintels. Provide minimum bearing of at each iamb, unless B. 11 's otherwise indicated. 3 . 9 FLASHING OF MASONRY WORK: F, 7.I ar A. General: Provide concealed flashing in masonry work at, or, above, shelf angles and lintels and below precast concrete sills, ledges and other obstructions tf r4 to the downward flow of water in the wall so as to �^ divert such water to the exterior. Prepare masonry f surfaces smooth and free from projections which could puncture flashing. Place through-wall flashing on sloping bed of mortar and cover with mortar. Seal penetrations in flashing with maetic before covering with mortar. Extend flashings through exterior face of masonry and turn down to form drip. _ B. Extend flashing the full length of lintels and shelf angles and minimum of 411 into masonry each end. Extend ' flashing from exterior face of outer wythe of masonry, y through the outer wythe, turned up a minimum of 411, and through the inner wythe to within 1/211 of the interior face of the wall in exposed work. Where interior surface of inner wythe is concealed by furring, carr y flashing completely through the inner wythe and turn up approximately 211 . At heads and sills turn up ends not less than 211 to form a pan. C. Install flashing to comply with manufacturer's instructions. D. Provide weep holes in the head joints of the first course of masonry immediately above concealed flashings. Space 2411 o.c. , unless otherwise indicated. 3. 10 REPAIR, POINTING AND CLEANING: : A: Remove and replace masonry units which are loose, ` chipped, broken, stained or otherwise damaged, or if if.. units do not match adjoining units as intended. Provide new units to match adjoining units and install \ UNIT MASONRY 04200 - 14 Lp§-' 4 ,71, .x `r 35 ,ra� {y��y af�•-S a Sk t� ,., , s 'x .�rYr9 S,x �}' tr+{ •h tr i1xtr� �1'1�{ txPµ�pr 1 }tt �,(' r A. .a�;7 f F• 3 �t' ri c�#!`�'# j1Pfs + �'{� ,�r��#h 1�k> x i kr� �a2; ' i ' yry S+{ rn3 4 f :1 t; Y E # t rs c.we 1 Q"'�rrtG y� T"{ s rr• a d r1 ^t� r. ki , ...r,"�, ft. ��rr is n. . �rr nN; z� Y sfa•Y {{((,,ffY 9". e r1 ri:+ t "• 5 t. i , 4 :,,, 'R��•i ''f' r" �.#'�`� u s • ' ` � 1,:... r.; ' r: . ' n�-..p f'pyy,��r. �`� � 'tea 1,'t'• �IO�r..� �7 + ,�);5:.'�ti',';:r'Y e� �,j�YR�;[pt`7'�t4•t>s�'t fit, ' � " t {, ,�' '1,i. � r'(. � .��t�� '0a'��{ t €�`tt V`b �,� r3�.C'�X tgxtta•.�. rt��fe. ..e • c ''r s, � � x r a •s v .r •,"r1.�1'q�y.:j eg {�� '4 �t in fresh mortar or grout, pointed to eliminate evidence zt of replacement. B. Pointing: During the tooling of joints, enlarge any voids or holes, except weep holes, and completely fill with mortar. Point-up all joints including corners, openings and adjacent work to provide a neat, uniform appearance, prepared for application of sealants. C. Final Cleaning: After mortar is thoroughly set and cured, clean masonry as follows: ; „5. 1. Remove large mortar particles by hand with wooden paddles and non-metallic scrape hoes or chisels. {"t 2. Protect adjacent stone and non-masonry surfaces f from contact with cleaner by covering them with ' liquid strippable masking agent, polyethylene film a or waterproof masking tape. 3.. Saturate wall surfaces with water prior to application of cleaners; remove cleaners promptly by rinsing thoroughly with clear water. ° 4. Use bucket and brush hand cleaning method described in BIA "Technical Note No. 20 Revised" to clean brick masonry made from clay or shale, except use masonry cleaner indicated below. �`i a:. • r{_ a. Detergent. 5. Clean concrete unit masonry to comply with masonry manufacturer's directions and applicable NCMA "Tek" bulletins. D. Protection: Provide final protection and maintain conditions in a manner acceptable to Installer, which ensures unit masonry work. being without damage and deterioration at time of substantial completion. r.: END OF SECTION 04200 4 1, Al �f 1� 1. j� UNIT MASONRY 04200 - 15 ;F N1w `�. Mll:is� : 51 t�� .�'^' ^5 ti x'L`C�t �'e-�ettY9'J�•F *:� tk 4i��u.4 n•�f`t` its�1 t�t�h'''s,s rt A 1,:. it 'kl t ''is+.t >v t..l. �f) 'R'a+jft� t,. i^S[ �%#��q�dt S}rd+wtn�#�rl rya t ttr 1 y (tb� sr ,.}to E".r<w, �S k+l� ) t :�chx r c �'°.1. in �` � e '`k.�t�'�tn '•� � r�'x ft•',.q Srs 7t�r q'�'3{'�at,t 11�t�� fi � :t,y t, �"'h A .s �fti l ��}�..'t��. y i k�� ' Y' >• '}p�7 ? 5 -i�.'lJ.l�S 't.)'' fii. r �d .),:t�� v '.�.2t m 1,F� 1••ri S d.�?y� '� �r�$� �� i�•�! �hxgCfl'�3�r �r aS4��}iY i�ry��'"' a!fix �I�CY'H�?i� �'' t "`§ 1�, t:Y' ..t, e is (t +i„Y�•c �}t}� �� +,f F,,�l o4 / lh`ti�ry r,k" t a' Sk fi XS',y >.r t 17 + Aw �° hs, A'"• td �' `,t � a{ h •r tp�?•r,ris.4{ Ta ,�tzr},. , d,,°s7jry}'t•. f.:fah i',h.� zt,l'}f,..n.�i .1t'41 +� � y, r �d4 r9:"� z' + !ji.1�'• F� •s"4i4'� �#'�f 1`�.�s?{�e .t'S`r st�`"f¢t�� t°f t�t�� s, '�i 4wa� ?� �� 'o-e ,{� .z! a, �`f�?ft;,;�.; �r�x. �A}}t�.t w r� t�"th,ft�k�,G 1 rj•,� '�'fit S ��,�}rj t �°. M1'�'•f.1t S I i v e •;v.tf<� ' i �`"'St'K ) l-r.-,�l r �`;D 3 .�;`,'•cfS 2'?f✓fky r ,_t jk S i x.{ rdy f{ r y's�{�.• sr�ti w.;7, a ,.� � r �• ,i'r t• s'i� qty ,�� '93�•+.!`,:;emu<dal'- t'.7:. ...+�_�.. r�:.r� y�. 7' .x �c ry� '�zz�' ns'r: .. ��i'�? '✓111 "t tht`fs" '�' �'�`��r f r"i�7t�r .,�it z 1 ., 'L �,ytp. ,s y .R.'n < � .�{ �, a�r •T)�t.'•�i.��[s �� s �: -7"t,'S1 1 x t � #" j ,'(,' ,�'.e t i o- p ....tv { 1°y ?: +l dS'3r � ;. }} sb*S e s a ��3`�(''"p ij•G I''��,��, ,t�'; y. �'� L4 t �' 1f;� .is;f cre .+,! i .4,v,",l '!};x Y4.'„a'�'•t .r •.: t .it.. (p'7t { `4 s'3r `R,7X., t,xv}` �e'"{.t. si f a POP Ok I ORR SECTION 04230 REINFORCED UNIT MASONRY 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 work of this section. B. Requirements of Section "Unit Masonry" apply to work of h, this section. 1. 2 DESCRIPTION OF WORK: A. Extent of each type of reinforced unit masonry work is indicated on drawings and in schedules. 1. 3 SUBMITTALS: A. Mill certificates: Submit steel producer's certificates of mill analysis, tensile and bend tests ti Vii: for reinforcement steel required for project. B. Shop Drawings: Submit shop drawings for fabrication, bending, and placement of reinforcement bars. Comply with ACI 315 "Manual of Standard Practice for Detailing Reinforced Concrete Structures" . Show bar schedules, diagrams of bent bars, stirrup spacing, lateral ties and other arrangements and assemblies as required for fabrication and placement of reinforcement for unit masonry work. PART 2 PRODUCTS 2. 1 MATERIALS: A. General: Refer to Section "Unit Masonry" for masonry materials and accessories not included in this section. B. Reinforcement Bars: Provide deformed bars of following grades complying with ASTM A 615, except as otherwise indicated. 1. Provide Grade 60 for bars No. 3 to No. 18, except as otherwise indicated. . 2 . Where No. 2 bars are shown, provide plain, round, carbon steel bars, ASTM A 675 , Grade 80. 3 . Shop-fabricate reinforcement bars which are shown to be bent or hooked. REINFORCED UNIT MASONRY 04230 2 t j .. t t ..' `..,,, .. 4 i7r tz°u•, far '� P ' F."'� > +.DVS"1SIYYdntw,,.Lwf.1.._:::K.:`.),.. n,.....3+•..xwcs.'aANS1�A .'�.w,vuf,�'.S::Y�S:7VC•?h:.i.t.?^ )c e .�,F.,.c„�.:}:�t�4-��h�C,.7t?i'R?:'7bn��«.e+r...•.._...:.,.».rs_ ,,...,.,.,_,. t .5r.::.tuwAw'ait� 1Y�w PART 3 — EXECUTION ` ( 3 . 1 PLACING REINFORCEMENT: A. General: Clean reinforcement of loose rust, mill scale, earth, ice or other materials which will reduce bond to mortar or grout. Do not use reinforcement bars with kinks or bends not shown on drawings or final shop p : drawings, or bars with reduced cross-section due to excessive rusting or other causes. ; B. Position reinforcement accurately at the spacing ',,,. indicated. Support and secure vertical bars against PP displacement. Horizontal reinforcement may be placed ! as the masonry work progresses. Where vertical bars :' are shown in close proximity, provide a clear distance tip 1t: between bars of not less than the nominal bar diameter or 1" (whichever is greater) . ti 1. For columns, piers and pilasters, provide a clear distance between vertical bars as indicated, but not less than 1-1/2 times the nominal bar diameter or 1-1/211 , whichever is greater. Provide lateral Y,. ties as indicated. ``"` ;:" C. Splice reinforcement bars where shown; do not splice at wtaM34vk,. other points unless acceptable to the Architect. , ;; Provide lapped splices, unless otherwise indicated. In ; . splicing ,vertical bars or attaching to dowels, lap E, jam{ ends, place in contact and wire tie. ,� a ; 1. Provide not less than minimum lap indicated, or if ;.•. • not indicated as required by governing code. D. Weld splices where indicated. Comply with the requirements of AWS D1. 4 for welding materials and procedures. E. Embed metal ties in mortar joints as work progresses, with a minimum mortar cover of 5/8" on exterior face of walls and 1/2" at other locations. ,u `F F. Embed prefabricated horizontal joint reinforcement as the work progresses, with a minimum cover of 5/8" on exterior face of walls and 1/2" at other locations. �¢ Lap units not less than 6" at ends. Use prefabricated ,,. � , ` "L" and "T" units to provide continuity at corners and :,. intersections. Cut and bend units as recommended by manufacturer for continuity at returns, offsets, column fire- proofing, pipe enclosures and other special conditions. REINFORCED UNIT MASONRY 04230 — 2 a. t :r •. ,..f;,v,`yt�i�,i T,.ti, r i �,�J .„� fi't§ E`�,'9?572 ". v.r«+w.•� �.;• '^....r.r�^--+rr 'rhY.M.1_7 FNft':;`:, �,, av 0` , �f � ' yy iy 'x at t f r s '"•`. r.' I �. A n ry u } ZYS t() 3P i• { 1. t r '':ir!��.ts�✓s>y�;�tY,it u��r�, ,. .�. t ! . ;:NSF .r )t t a� :if 2 �r e (, �i. �f+a�.,�.rya �ti.��. ,t, �,�,+-, � Y �SG`�j''�i� � F .r.. t .j�.. k 5•t. 1 i i;ti:C S t i� � a; U �da�t 9 ," �r t 2� � �F. : r zrk7 r� { ; . t'.,:. . '-•--'—.t ____ 4�,"�_ va 1 .'hi�r�t�,i •. h . , t ' t � ti �tctP +�•},+E'{§" + '.5, r l ' .,ci t.. .f.r. 'i r.31 ,r13 f: § • �.+�G`u;�':'#nw7tz•1iriSiE.S:}1 t: ,9, 5'G'ELN;:o1M*earRWlrot:,-.;:!_..a ....s. .,{-. c _'.r1r.!W...r... .*� v#3 `s. t t r, t G. Anchoring: Anchor reinforced masonry work to supporting structure as indicated. Anchor reinforced masonry walls to non-reinforced j, masonry where they intersect. y; 3 , 2 - INSTALLATION, GENERAL: ` A.- - Refer to Section "Unit Masonry" for general ,4+ xf installation requirements of unit masonry. B. Temporary Formwork: Provide formwork and shores as r required for temporary support of reinforced masonry elements. � 1. Construct formwork to conform to shape, line and f.` dimensions shown. Make sufficiently tight to prevent leakage of mortar, rout or concrete if any) . Brace tie and support as required to �+ ' maintain 'position and shape during construction „ and curing of reinforced masonry. 4` C. Do not remove forms and shores until reinforced masonry members have hardened sufficiently to carry their own weight and all other reasonable temporary loads that =§ �,. may be placed on them during construction. cm 1. Allow not less than the following minimum time to elapse after completion of members before removing ' shores or forms, provided suitable curing ;: conditions have been obtained during the curing period. a. 10 days for girders and beams. b. 7 days for slabs. `J C. 7 days for reinforced masonry soffits. P; 3 . 3 INSTALLATION OF REINFORCED CONCRETE UNIT MASONRY: A. General: 1. Do not wet concrete masonry units (CMU) . 2. Lay CMU units with full-face shell mortar beds. ' Fill vertical head joints (end joints between ' units) solidly with mortar from face of unit to a distance behind face equal to not less than the } thickness of longitudinal face shells. Solidly bed cross-webs of starting courses in mortar. Maintain head and bed joint widths shown, or if not shown, provide 3/8" joints. REINFORCED UNIT MASONRY 04230 - 3 r4 n , 'r7qq t}',s�jYS''1 s9`g.�+ 'r `ht t 7. tf_ J .� My� s "y4 st i r X54• ilrr jr f uq '1;{' 7,.� ',4 �.fx..JI ypv A„"} ° §�cr+t*�iY'k°'�.f J$lr.: :i ry i}:.,E•;?,ti .t�.+ ..E.It r'yur.1 :S�i F t^{5 s r t„15"n PJ '� '. 'v1. •§chjQ{ : i '1.§.N%"' Yt i;* u.! DA", , t r$r rt-- Try .a•, $ { t rry• .a ti .4+ .t r•. b,. 'Jfy+,t',., 1�i9<i!"ti'M§; 1 ti.,...i. �' 4,'`+Sr'3�n� �''s� ry.y Y{+f«v: ,t't tir`Yt t:.4 ari j. r r. �. .. {, .'y;' t.� p ,, t gyrl¢, 1et.e t ,� { • .. y +�T.. y �1,S.C•gl Yx "�r�t t �T4.�'k.,xi�r�i'T �t 4 4 � � f )i t ",, r' 'F r 3 t � - �X7 �'3t �� *S.. � f�'"i•�;r;��,+. f 5 S l S"fit try 4 IE,rY,t i f, +`n xt�1 3{r x7-A h '; .t� ..�S�4r 2 "t t. r i.t N�� i„ 7+"�t2 F�� {`��,,y..Y §t?t� r• ,.6 ' tl '- �{ ..`�t,?'�� 9. s��r' ,�i� n}i>`ttt�1�'rfit;r a { � ?ikr . r . rc r „• t r r; r t �r' t �,�3ii,, °. t wint}. C �.t.} 'N q��fq,r �(,Y r � `i ,�i7rd�rcl�i fit.'.� 't . ! I :� tip + '�.'a..f.� •, �F7 U t .:r a. Where solid CMU units are shown, lay with full mortar head and bed joints. :^ B. Walls: 1. Pattern Bond: Lay CMU wall unity in 1/2-running bond with vertical joints in each course centered on units in courses above and below, unless otherwise indicated.' Bond •and interlock each course at corners and intersections. Use special-- shaped units where shown, and as required for corners jambs sash control joints, lintels, bond beams and other special conditions. . 2. Maintain vertical continuity of core or cell `'F ,.p � cavities, which are to be reinforced and grouted, ' °^"` . to provide minimum clear dimension indicated and to provide minimum clearance and grout coverage ., for vertical reinforcement bars. Keep cavities ' free of mortar. Solidly bed webs in mortar where ,. adjacent to reinforced cores or cells. 3. Where horizontal reinforced beams (bond beams) are shown use special units or modify -regular g ' p y .re ular units to allow for placement of continuous horizontal 4 reinforcement bars. Place small mesh expanded metal lath or wire screening in mortar joints '{ under bond beam courses over cores or cells of non-reinforced vertical cells, or provide units t with solid bottoms. C. Columns, Piers and Pilasters: ; f � 1. Use CMU units of the size, shape and number of vertical core spaces shown. If not shown, use units which provide minimum clearances and grout coverage for number and size of vertical reinforcement bars shown. 2. Provide pattern bond shown, or if not shown, r alternate head joints in vertical alignment. 3. Where bonded pilaster construction is shown, lay wall and pilaster units together to maximum pour 'f height specified. D. Grouting: 1. Use "Fine Grout" per ASTM C 476 for filling spaces less than 4" in one or both horizontal directions. 2. Use "Coarse Grout" per ASTM C 476 for filling 4" spaces or larger in both horizontal directions. 3. Grouting Technique: At the Contractor's option, REINFORCED UNIT MASONRY 04230 - 4 ( ""� t�.��- rt°a < .j't:�a.0 ,tkr r. +rr T{,?}'P�'iti< AMt4y3 h1k��2•�� {', C•�t}�,�;Ufi .y"'a ,a L .• Sf ir"S,ta � r " s h ��'� ' ' T.�ir°5� ct' E�'j'r �`�'�.�C�i.S�k. ' �' FJSrS •,4,,�f �u,� �� r ' >ti�r j,��k��,;3f ��h"` Yzpyx � ,at,t'�'t.t [uc5�.nr{y fiJ^ �. •X'+.{' ��.�.�}rf`W t}S��S ,}f.cif �s !F^'`6.✓ �+i�'F"f� t w ,s�'N..k3s<ti,1.8 ki .a�.+r{ x{ .S '�' sV. l`2'. C r s�-1�t� "s`G+1.. M ?r'? �'"' kr,n^/rx;sFsi,1 cx�'p {2n � �?• '�, Y.e`>fi 7 ,wll4it ,a ,4{" ;Y+'Y7t»5 S:r'{ Y'»a`-i..i4.;2 ".9 05t,,C" 14 {n>4 sI'M TY '' ry .1,��9X � .T,J,� .. 5? e.�}rt -r(Ti51., ..r{�. �...v gb•' .0 ' ..�lc°�lyy. j� t �.Y,. a, . e:- ur <I, „E . .,,tr..v w . t:` ..,;:�t tk,:�:y+�� •:`�i,M �t�c� 6S1 k$°'1?,f, 1 d*WV A tj + .tl'. 1} C✓Q fT n7.ia ;� iu, ,. .F .We w....r..:.;..:....i iti: i,. uussL.:...•••_.r.. >)...?rn,�:,.., n, . 4M:r4i 9YYxv.4::.lYv..r'.uGwW A 1E1� , {t i((yHy, {t use either low- lift or high-lift grouting �$�.,'� nts which follow. techniques sub j ect to requireme ' E• Low-Lift Grouting. `g'{ • 1. Provide minimum clear dimension of 2" and clear area of 8 sq in in vertical cores to be grouted. :: 2• Place vertical reinforcement prior to laying o,f �. `s- CMU. Extend above elevation of maximum pour '''' `y splicing• Support in height as required for position at vertical intervals not exceeding 192 bars diameters nor 10 ft. �,.. height 3 . Lay CMU to maximum pour Do not excess 5' height or if bond beam occurs below 5' height stop pour at course below bond beam. jaiar<; ` 4 . Pour grout using chute or container with spout. Stf� i Rod or vibrate grout during placing. Place grout continuously; do not interrupt pouring of grout r; one hour. Terminate grout pours - for more than r' 1/2" below top course of pour. 5• Bond Beams: Stop grout in vertical cells 1-1/2 11 '`,,> below bond beam course. Place horizontal � .., reinforcing in bond beams; lap at corners and > > intersections as shown. Place grout in bond beam course before filling vertical cores above band 's *1z , beam. v{ >lf F. High-Lift Grouting: Do not use high-lift grouting technique for grouting of CMU unless minimum cavity dimension' and area is 311 and 10 sg. in. , respectively Y :w 2 • Provide cleanout holes in first course at all vertical cells which are to be filled with grout. Y t; :.�• a. Use units with one face shell removed and ; . k `t$,.° provide temporary supports for units above, or use header units with concrete brick ; w supports, or cut openings in one face shell. s v:.'I�jryfy 3. Construct masonry to full height of maximum grout pour specified, prior to placing grout. t `fu a. Limit grout lifts to a maximum height of 5' x. and grout pour to a maximum height of 241 , for single wythe hollow concrete masonry walls, unless otherwise indicated. 4. Place vertical reinforcement before grouting. .., Place before or after laying masonry units, as r }' required by job conditions. Tie vertical 04230 - 5 REINFORCED UNIT MASONRY •i U4J V tip .4 s"rJZt.�! ¢ t X111.t ya t 7 t C ✓{ e' >i Jt > i,S+ t r a Ya +JitEl , . �+t,y , a?�s`��Y t ''>rrr ew r?e }!: i fir�+ t, rr "� �li1P 1 i``e f T +F vrd5.'it•9,' ! V � � r did syi f'� .!' f F} r� Y J E r x � S n +,h 7 1 i cbr 7� t {tiT��fy}�� S +mot•'. , .r. ,a r Y' •"Ryi".�t+r tt°wJS ,V(':C r�..+. 4 F� tr`p.i yP y4 d �. ffttr 't if �r tS�.3 = .,5�a T1; (d`y 1 +�!f�'�'� arl S `t • ''{e J� �`, ,� $^!�� t `{1 fl3 i f 4! � }" J .s` r d il,. �i } r FlF4 � ..$" )•F 'k n S `� 1� �,,` ' ,31K. � E 1 r d Y't' 7,t• V s t F t .^ '! .r.ifr. r 1r y'rvs,feE -{i K :.r`{�".` ��.,<t�� o x4!Y t y1f "� � 1 t t `i?✓a t 1', tS 1 �' i `a 4 St �.l v x 1 .,y�Sr'tr��`�S I `� f.� r`r'�ffl t jt�,hV�g�=��fS.�'l A Jrt,.tt„ �t I_ i t .�',9 t ,.•' . 7i ' 1 � t7 :et a r .�pl,��[t,,f�$a ;{'y��'�r,. �, .• I �yF aim' fji �^, 4 r Il� •} � -__�__ .s .. _""':'^"m. .. r + '... �+/fr,'IN'•.att"�,�AiF' t { �"��, �� '�'f„ z7' "Wt'F: ' a ',, �s ,..+r,?.i✓',�ix'�,' Y�`,.'! prt�l?r.aw:t•. ..e.a...;.;.A....r.:ats<+.wtioit;>:"rl�'� !. C �aa.`lti+.,c"s.` •ria~_;eLsW.,., ti•`.aW4nir�R++ 7�. r. F , reinforcement to dowels at base of masonry where shown and thread CMU over or around reinforcement. 4 fix ! Support vertical reinforcement at intervals not exceeding 192 bars diameters nor 10' . j .¢ ;. a. Where individual bars are placed after laying masonry, place wire loops extending into k, cells as masonry, is laid and loosen before . mortar sets. After insertion of reinforcement bar, pull loops and bar to pa ° P osition and tie free ends. y proper p 5. Where reinforcement is prefabricated into cageM } units before placing, fabricate units with l Jx+rx}+Y i vertical reinforcement bars and lateral ties of size and spacing indicated. th t i l b t i h Place ace orzonaeam reinforcement as e masonr ' t ° y units are laid. f 7 . Embed lateral tie reinforcement in mortar joints where indicated. Place as masonry units are laid, , , at vertical spacing shown. jxT a.. Where lateral ties are shown in contact with vertical reinforcement bars embed additional r. . . lateral tie reinforcement in mortar joints. r4 Place as shown, or if not shown, provide as required to prevent grout blowout or rupture .M1 �Tt .' of CMU face shells, but provide not less than No. 2 bars or 8-gage wire ties spaced 1611 o.c. for members with 2011 or less side dimensions, and 81, o.c. for members with side dimensions exceeding 20". 8. Preparation of Grout Spaces: Prior to grouting, inspect and clean grout spaces. Remove dust, dirt, mortar droppings, loose pieces of masonry and other foreign materials from grout spaces. Clean reinforcement and adjust to proper position. Clean top surface of structural members supporting masonry to ensure bond. After final cleaning and a.: inspection, close cleanout holes and brace ra: t closures to resist grout pressures. 9. Do not place grout until entire height of masonry to be grouted has attained sufficient strength to resist displacement of masonry units and breaking of mortar bond. Install shores and bracing, if required, before starting grouting operations. ' r'- 10. Place grout by pumping into grout spaces unless 1 alternate methods are acceptable to the Architect. 11. Limit grout pours to sections which can be REINFORCED UNIT MASONRY 04230 - 6 y AYE r Y, � .. :.'' t+5 }�tt:.r,YS A:.:Ft 1 '...'^'l'i x t +.,,4''spa •$t 7P'+Y . 4!,: '.1 T} V+ • r .<t,,�'_ ? r iv1y,� P r r!k``4 .+4lxi ., F/ � s t. i ^ +t+!- r';• � 1 y F 1 ! y.J t "tt!!r'1Y':..�' r ,`"�i4 �t{}�l�o1,y(y4 )�y.S 11`<SStt .y `:eu+1'i F'.r ,� t &4. .t >� it `f. ;l{t�Y•l`i tt C4 .{ 4 Y��. fi{ fxgJ}"£� it FFf."f 3"`13;fi by Y }•1,I x ? $r..¢`ry r 1 7 S at4 '41i .t t ) i{ -fin i" t:�,� '.l .�rirER 5 � Yf,^i � 'tRi�'1> L t.J. l .5 • i! F ^f ','11� `J f � ?'�" j . tpJ.. { 1�y 2i t �.�'TYJxq„Yn":; '9U`.'' �tr;>+?t;Pi'�•/7: x, s.F �^,� 7 . .?. a + r t S. .i; j tr:l r S.' :.o�' t: !r� �n nrf i Y.4 `.YR. �, u. •.y{x"Yfr•:�n•,� t""��h'u��-.+.'r/`'l;t.nS"f .4 t,.:t 1i1 i ��. : } ?r /,+/ 'r c j�'� rf r�' �~n �it '� / 'w -'`;- s�,y..k,.vs,�'S4'�Sd +'w{,(a�S t f t c: }� i. + r +.r + ,it '�i z~� t t >,+,'r/r fl j. :�• } r. t�1(i'..s�l:'.r ,�l't�';��iL".l,{.�'��i%k��i`.`r,,++i�it+'YI i!� ,5 zit 74 { �" ... ,��f"K'€r�'SgJi } i fbt.:c Y. 1 ;SFr yh x{ .: r J.'�;t hl .. . � •y4 gJ'!'`c4x:t Yt"'fri .�� 4$,:r `V 4 i? i+• h .dk;yy)v kip tr rStn y`1k ktt i.t 'a, i iy.b IM completed in one working day with not more than one hour interruption of pouring operation. Place k grout in lifts which do not exceed 51 . Allow not less than 30 minutes, nor more than one hour between lifts of a given pour. Rod or vibrate 4: each grout lift during pouring operation. a. Place grout in lintels or beams over openings A t .. in one continuous pour. p,F 12. Where bond beam occurs more than one course below { " top of pour, fill bond beam course to within 1" of Y;F. '# vertically reinforced cavities, during construction of masonry. a 13 . When more than one pour is required to complete a pfd given section of masonry, extend reinforcement beyond masonry as required for splicing. Pours grout to within 1-1/2" of top course of first pour. After grouted masonry is cured, lay masonry units and place reinforcement for second pour ;y section before grouting. Repeat sequence if more pours are required. p. END OF SECTION 04230 AN xr• ' t i REINFORCED UNIT MASONRY 04230 - 7 f ' t Mt!", y4 'z,f` �y'a3ytfri .u i Fri. 'J V� 'a�,{i�fu,'r'� ky�• � W ��4°y l `�:�n �t;,�Sta ��t �y t�`�#>rg?�,��;`. „Att" .7•,,•�. . �TM ''S"'Aii't;,q �'°v$ �F r!- F r r '�, 1ro ..! s Fa.`+ ,� `q'r''C` �f, �•, j,.. .�5� s�5 .,�c,;x.i t y ,...°��, 4�€ '�I':% tt '":•t . t'.. � x �,� �� ..ts•., S.t: :r .e'X+.-'�h"i.�i ct3 tt.r"kJ��;� ?' ,tin?x w. I i ��'7'i.�`4s KtiY `+j �.6r �'l . Y.x+<.,� �! c•'`r > u t !r i SECTION 05500 - METAL FABRICATIONS 4 TS PART 1 - GENERAL 1. 1 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 r Specification -Sections, apply to work of this Section. 1.2 SUMMARY A. This section includes the following metal fabrications: ?' 1. Rough hardware. ar ' 2. Ladders. 3 . Loose bearing and leveling plates. 4 . Miscellaneous steel trim. } I , 5. Shelf and relieving angles. y `` 6. Metal bar gratings. a� 7. Tread plate and supports. a-=� t: 8. Steel pipe railings. ;33 h,{ 9. Metal stairs. .. B. Related Sections: The following sections contain "Y requirements that relate to this section: !F`Y3.bn 1. Division 5 Section "Structural Steel" for structural steel framing system components. Y. 2. Division 5 Section "Handrails and Railings. " 3 . Division 7 Section "Exterior Panel Finish System. " 1. 3 DEFINITIONS A. Definitions in ASTM E 985 for railing-related terms apply to this section. 1.4 SYSTEM PERFORMANCE REQUIREMENTS Q.1 A. Structural Performance of Handrails and Railing Systems: Design, engineer, fabricate, and install handrails and railing systems to comply with requirements of ASTM E 985 for structural performance based on testing performed in accordance with ASTM E 894 and E 935. B. Structural Performance: Design, engineer, fabricate, and install the following metal fabrications to withstand the following structural loads without METAL FABRICATIONS 05500 - 1 ��..t 'kt•,�,1r,b1`;r.,+ s +. r.,y�y F`° `s•n!'+ �r,'?t �uF / F, y4"fit'%S'i;:M 4i�T1 t .i n sit tjl f�+. S ry{rfYl y�q ft�yt�=P1,fe G 4Y '�' � �.P s� tC � r<.r � f �✓r soh e it t .:r. �tt� .s z�% iS 7Ji eta: , .t?.rvi 7 F{��Rs`ii<� " .r �� y r�t`i,+ t�. a•. .x a r< � i ii a fs r��' P�,rt�" �? �s,�"bi A � d 54 •lk lvl A .ryM a`4,Yf E 1 k L �15 j 5'( 4 t'{S+ y1d r .j,Xj^b�s i rt'`f tl i} F 1' 7[f` q ,it� ty t •a �! 3' 'Wq �i r tt t t °,. S. f. i i �' .� ,i t '4 7 ` si '�t�. t'tS,•.� r t�"✓: {Tn`+� u +s'S1a+ x 3, ? �u;'• �'S �ei.� v� �h�k1> : t c t} c .! �. `�y,, r r j�'��q � �t�( �fhtl.�1�� u ,.0-s H�a�l i 4' f W'��=t„fu�.d�'{.f�fi•�}� �h•'!M 1.i3�'+.L� "t� 4��ii`f� � t r i/i ` t 't '<f ��//fy`A.' 1[f�E�� P:fry '� t ,a :� �� a .,x ., t�: v f� ,�{��'�<z�ty ,1�`�`t- •,� �4t.i1 Ftyf b„ 4 4 K Ind s <<'��"# �j1��4� .r, rrr ji 1111i lift- r}•, ;;t. •,jSYUr,pJ; ^4y t J A ?yi Ix a a 1V t,y .£., i ..z jA. j ..t i I[. k c`3 rt ' r A' exceeding the allowable design working stress of the •¢: materials involved, including anchors and connections. Apply each load to produce the maximum stress in each <z . respective component of each metal fabrication. 1. Top Rail of Guardrail Systems: Capable of {'< withstanding the following loads applied as indicated: ra :4 a. Concentrated load of 300 lbf applied at any point nonconcurrently, vertically downward, < ' M or horizontally. � . Y 4: b. Uniform load of 100 lbf per linear ft. s? applied nonconcurrently, vertically downward Y ; or horizontally. s �. c. Concentrated and uniform loads above need not ;x be assumed to act concurrently. 2 t ± 2 . Handrails Not Serving as Top Rails: Capable of withstanding the following loads applied as indicated: A=?a., a. Concentrated load of 200 lbf applied at any point nonconcurrently, vertically downward or {, horizontally. b. Uniform load of 50 lbf per linear foot r applied nonconcurrently, vertically downward or horizontally. c. Concentrated and uniform loads above need not be assumed to act concurrently. 3 . Infill Area of Guardrail Systems: Capable of a; withstanding a horizontal concentrated load of 200 lbf applied to one sq. ft. at any point in the system including panels, intermediate rails balusters, or other elements composing the infill area. ' a. Above load need not be assumed to act concurrently with uniform horizontal loads on top rails of railing systems in determining stress on guard. 4 . Treads of Steel Stairs: Capable of withstanding a uniform load of 100 lbf per sq. ft. or a concentrated load of 300 lbf on a area of 4 sq. inches located in the center of the tread, } whichever produces the greater stress. ' S. Platforms of Steel Stairs: Capable of withstanding a uniform load of 100 lbf per sq. ft. METAL FABRICATIONS 05500 - 2 ii .t i { �' ` A'r a t *'`I'i,'',1�i1 �f 1 k1r1J n'Y�'.lr t 7•iti��' r �t r�x"� Fd=u` ct O;LtrP t,�r L� V� rnrt '� S } 7' �? '"� ��` ?•.� a��,4X h'G lSflS h3aS 11 yr.'�F. �a iz•!"a Y�etJ s! 1'�"t��'.1.. itr a4l�r �r�lt' � 1 '� ..F�7 a ('.tu il.n .,�. { t :4.1 f t 4� rr�P� tF.i .� d tt X�• t,j$�� ,..�t� tutt�i�'n" t'��y,y+ �r ft•t ..Fa ,},,{{.,t { f r �'��Nr� .�`7 x S �tk;�t ! Sf'` 75.. 't' ' :l�'. �' ti +,�, J `�tcf 'y !riYJ�I.} t x1° `'�;��''tD {f� ',.:`r� ��°4'kRS1•sr%+^N��'4 +{!tau S 'fit S' ty'+.,}t 3 S 7 r. 7 tV1t=ti} .fax. , r t ` ...5 a tom.. ?tt14�'tY��f>pr i'}.iy+.. as t N'esSP f ,4 S 1�'5... .,{r}• ;' qq r . .t t r jt.. � ''' /thJf.rk� .G. .3 .a.s aJ 3 +t, ' r 2�1'.` Ts#x� 7r x 7:•� i I t t t r c ,{.. �.r�� t I t 'a.• et. - - .:1 f s� `t �� 4.r.n tN^3�t ` ''k t t� ,;gyp P\�E'»d j, x 71rm d r.+ , s r r yt,`'t� .•: ..'t� a:;a�c;`j..{aq.:r�. M1J. r r u I^ 5.17°''": I �`` rrr�'•kt }•$*�'I }� I .a..1Ctu, 1' y .. . t t " r ��a � �� T� ��' 9 •t' ( s .F t s � lt.i J. .N4 •A1k �:t 1. 5 SUBMITTALS t�} i A. General: Submit the following in accordance with s of Contract and Division 1 Specification f `= Condition i Sections. B. Product data for products used in miscellaneous metal fabrications, including paint products and grout. ~r. r r ., C. Shop drawings detailing fabrication and erection of each metal fabrication indicated. Include plans, a elevations, sections, and details of metal fabrications , : . and their connections. Show anchorage and accessory , ' 1.• is w' items. Provide templates for anchors and bolts s cified for installation under other sections. 1. Where installed metal fabrications are indicated !r=' », to comply with certain design loadings, include structural computations, material properties, and other information needed for structural analysis that has been signed and sealed by the qualified , 4 professional engineer who was responsible for �i. their preparation. , " �.r D. Samples representative of materials and finished j products as may be requested by Architect. E. Welder certificates signed by Contractor certifying that welders comply with requirements specified under (J "Quality Assurance" article. 'c, A F. Qualification data for firms and persons specified in kt "Quality Assurance" article to demonstrate their ti >{ capabilities and experience. Include list of completed projects with project name, addresses, names of Architects and Owners, and other information specified. LJ ` 1. 6 QUALITY ASSURANCE p A. Fabricator Qualifications: Firm experienced in w " r: successfully producing metal fabrications similar to >, that indicated for this Project, with sufficient production capacity to produce required units without .r •atf causing delay in the Work. ' M B. Installer Qualifications: Arrange for installation of metal fabrications specified in this ;section by same Y firm that fabricated them. C. Qualify -welding processes and welding operators in accordance with AWS D1. 1 "Structural Welding Code METAL FABRICATIONS 05500 - 3 ? 4 3. w�eNt4#3�NTX afi c?" EA1we Ytaa 7C*y�uWSa wa sr.,.n y f 1 7 51: ei r;, t. I}i i 13 t 1t:.tlr ; hghyrit 'afdiYti ,� i .�:(�d-'u(r 5 rr, t ' •'' t r ' 7 t? t 4 1 r*t�,�tt 4 t{��1` ~.� 1,�4"��vt'3 4,t t t c f t {.: Y � I � ?{ �s44.eta }."�as y f��rtrf'ta�'m fit;,i��S{1•�t�r' .v 't 2� yPF�'r i. x..;i � fr r t r4` .. .. � s ..'L'Ia S1'i t tt� •(n�i l'y��!"�� t� 'I, t a t1 k 1 i. t 11 �P '�r ° x d79 �`� �• �F Yh``t,�-Z{ �'w� f ti 1.'.� s ' { 1t', t �y � + a ' �z� � r 'Y'a y +'�4 �><.k` S A a ;}t`v Y 3'a?"a°1tx fl3.v�if ,•t+;k t � , bl��'s3V�,MA�.t.Jex»br :c,... k' ,. C, .,..o.aa is• dd. ya Yf { 1� Steel, " D1. 3 "Structural Welding Code - Sheet Steel" , and D1. 2 "Structural Welding Code - Aluminum. " 1. Certify that each welder has satisfactorily passed AWS qualification tests for welding processes involved and, if pertinent, has undergone :� . u recertification. Professional engineer licensed D. Engineer Qualifications: {` to practice in jurisdiction where project is located and experienced in providing engineering services of Gf the kind indicated that have resulted in the successful installation of metal fabrications similar in material, rt; design, and extent to that indicated for this Project. „<<1� `A. 1.7 PROJECT CONDITIONS LJ A. Field Measurements: Check actual locations of walls and 4<t, ,�r�' r other construction to which metal fabrications must x „ .. u. V, �£ fit, by accurate field measurements before fab rication; ;.`; ' show recorded measurements on final shop drawings. �,. p ;, < , . Coordinate fabrication schedule with construction y: progress to avoid delay of Work. z dx i+ i 1. Where field measurements cannot be made without 11w, . delaying the Work, guarantee dimensions and ? proceed with fabrication of products without field measurements. Coordinate construction to ensure ` ff. JY "s that actual opening dimensions correspond to y; guaranteed dimensions. Allow for trimming and fitting. 1.8 SEQUENCING AND SCHEDULING :.t 'p A. Sequence and coordinate installation of wall handrails as follows: 1. Mount handrails only on completed walls. Do not support handrails temporarily by any means not satisfying structural performance requirements. 2. Mount handrails only on gypsum board assemblies ” - reinforced to receive anchors, and where the location of concealed anchor plates has been clearly marked for benefit of Installer. PART 2 - PRODUCTS 2. 1 FERROUS METALS A. Metal Surfaces, General: For metal fabrications exposed ' to view upon completion of the Work, provide materials METAL FABRICATIONS 05500 - 4 f TI- M, r1 v I s i .�`• 'it 3 '{yt� *r v�6r irk i4y x� �i�1r } ”. . rNr'_R71 . \e , "'i4 tk #td„�r� 1tla ffp 5 1Vt� ''.1^.1j ,it'd+ �i'ri'•;.j!} 'T" ww a l0f'y3 .' y x 7t i e d :1 ?' .jtt i 1 t .r .y �,' .c t' X75 "E>' •yhtx i � �� lryx{"s�s ,,P` }� #u ilt`�J,,R�•�,3y1j„}•�,S S� e v t '� rt Y } �r�}{� Q ,,, �,1 ''S� �;� F f� i. ,S' '' , f,l: .. �t r t c X{ t i t y ^r ^S t.>yT• #2i ._aC`7 .a�.yl..' � ,x f I.•t A ... tt :.1� . j`:G' l },a74�� t'�•hf �7.�L�,xf�*�,t.s}4{J�A��.ts j.t'. q ..f�.. .y'r 1 �1, I 1}' . jt k I r { + �i�, lFL�t(k kjl4�T��v ��" �.a 4 77 •41 '' tfw}..:: :°;..4L:.Sseeri�':<:Ei' *s.• '?Fft;!}d�Fc,i'#s[ 'a' esia:n.w.,...1L4.:, ... { Sy selected for their surface flatness, smoothness, and freedom from surface blemishes. Do not use materials whose exposed surfaces exhibit pitting, seam marks, roller marks, rolled trade names, roughness, and, for steel sheet, variations in flatness exceeding those `°z`• � ;r permitted by reference standards for stretcher-leveled Ay sheet. .y aB. Steel Plates, Shapes, and Bars: ASTM A 36. 'ly ry` C. Steel Bars for Gratings: ASTM A 569 or ASTM A 36 . ;; 01, D. Wire Rod for Grating Cross Bars: ASTM A 510. ' Y: ),e E. Steel Sheet: Commercial quality, product type (method { of manufacture) as follows; '53 i finish t yp e and weight classF. Steel Pipe: ASTM A IP 1 Y .Y� as follows: 1. Galvanized finish for all installations. t. 2 . Type S, Grade B, standard weight (schedule 40) , y, unless otherwise indicated, or another weight , •,��4t =' required by structural loads. Brackets. G Flanges and Anchors: Cast or formed metal of the same type material and finish as. supported rails, unless otherwise indicated. H. Concrete Inserts: Threaded or wedge type; galvanized 1 ferrous castings, either malleable iron,. ASTM A 47 , or cast steel, ASTM A 27. Provide bolts, washers, and shims as required, hot-dip galvanized per ASTM A 153 . I. Welding Rods and Bare Electrodes: Select in accordance with AWS specifications for the metal alloy to be welded. Y � 2 . 2 GROUT AND ANCHORING CEMENT It ; A. Nonshrink Nonmetallic Grout: Premixed, factory- : :x packaged, nonstaining, noncorrosive, nongaseous grout ?' a complying with CE CRD- C 621. Provide grout specifically recommended by manufacturer for interior . ' and exterior applications of type specified in this section. T, a} B. Interior Anchoring Cement: Factory-prepackaged, ' nonshrink, nonstaining, hydraulic controlled expansion , !' cement formulation for mixing with water at Project METAL FABRICATIONS 5 05500 - } 'r a'. I wva r^s---•=7t- :a .-¢—,.S �azay va^ ><r; ;ea �.: •:t", S'� � �"'„t aY`a.t� x f�ft�� '" ,. ' .. r" ~� � i t.': ft'�`' )t� t .tr4+'�''t�+n+ttiYc �•t;,P��e' a .{''"�,11�' � $[•,r�ia 11' ",u .C'a`r'i'} 't { t ' r Y �"" d 3+`'1 udr "�`� 'Fi { ¢`�S7Rq¢'-. ��•t (�'t 1 fr} I yT r!i tt 4 r + � � ts 't 1 ,{ � � ft} '�S",� +`aL.t".�+��r�;} • x '.!i. �3{"'�,w-t' >t�+j �p�:' � t t�r;, s y}" t r n.'. ! .i�;i ti l 1 treat Jr +�}� �, Yt a �,'+ i e; t 'i. '��.t }hrlt t? � "�. � '37�-TCS Z��'U { i.f js 'M1 r �4'. tY� r 3�';•�y .� s� -�• � �� k.•}7,�,k�Ft't,�1 's•¢k rr-0)T�9rr`k� �r713�.thZ kl r, nt s�tsaT�ft � :Z I �rtt� ft�F� °r�;•f�f tce9�tf�,7. »7T�. !��sY .k� .�y�3 sT�•�r 4V + ,�f` i7 t f't a Zi"�'� r� �P r� ry t j5 s: `tz 2.2� � ,} � t '� rF � tN: r,� { i:-{ t_t .r+ Y qtr t53o�"f .fi. �` i��j i.�t` ��•';�'� '} �, tyrM ��>r�' tY � haY° #+ 'FhFY .+t or f ..r. '; ��s t F t s �t ..1'"F S %L1Y!.. •..I;S r� b.q+'Tt�b�yt t'rt}'.•tt t.".$r 5�:..z`1 It ; .! ..1 J tf �l Y,i51�j) q '.. -t �7 .' . } 2 � .5 tf ill tF,f''i'14�• +i +[t apt c �r,�rft$ >�..�: t�'�'f,t t�,�'<t. -.� � a ;;._s r 3�;r. rrr•"gin. '?.1 sr' + t tt 5t"�i,�! ?4 ,atis' c Ci t .��5 �S'%S. � � `st zr { �' h:.€, �s,,. r r .5� s '{ r `Y .r t ;. e• >'X� ,SjgjR +' Jt P� A(. t i . 1 a l >t J Yt 7 it{t5 d43''n�a .Y� �t�,{tL�h}, } .7 4 :iM i } � ai ry }�;�, �''} k •'+ • 'Fk t, t '•°o }"f.'}Sftli>;1 'ril;ri/�'7cL, <t )' Y ''r� ,1 v ' + 5 �"`"'.. a t t s f 3 S Ceti t .T d!6, 'A?a site to create pourable anchoring, „= 9', Patching, and grouting compound. Use for interior applications only. A' C. Erosion-Resistant Anchoring Cement. Factory- prepackaged, nonshrink, nonstaining, hydraulic controlled expansion cement formulation for mixing with ��ppp �~ ✓ water at Project site to create pourable anchoring, patching, and grouting compound. Provide formulation ' that is resistant to erosion from water exposure u . >a ... without need for protection by a sealer or waterproofffi� 'est,, coating and is recommended for exterior use b manufacturer. Y ' ?; D. Available Products: Subject to compliance with 3a r , requirements, products that may be incorporated in the 4t., Work include but are not limited to the following: � x;` 'ra 1• '{.-:P tom',) Nonshrink Nonmetallic Grouts: fi" 7 �} a. "Bonsal Construction Grout"; W. R. Bonsal Co. r� ��•'��'`s• �� ;<. b• "Diamond-Crete Grout"; Concrete Service Materials Co. :t c. "Euco N-S Grout"; Euclid Chemical Co. d• "Kemset"; Chem-Masters Corp. ,�,;• e. "Crystex"; L & M Construction Chemicals, Inc. +. f• Masterflow 713"; Master Builders. It g. "Sealtight 588 Grout"; W. R. Meadows, Inc. ° h. "Sonogrout"; Sonneborn Building Products :s Div. , Rexnord Chemical Products, Inc. "Stoncrete NM111; Stonhard, Inc. ,{ j • "Five Star Grout"; U. S. Grout Cor k. "Vibropruf #11"; Lambert Corp. P• 'i 2• Interior Anchoring Cement: • � a• "Bonsal Anchor Cement"; W. R. Bonsal Co. b• "Por-Rok"; Minwax Construction Products .� Division. 3 . Erosion-Resistant Anchoring Cement: a. "Super Por-Rok"; Minwax Construction Products Division. a 2 . 3 FASTENERS A. General: Provide zinc-coated fasteners for exterior use or where built into exterior walls. Select fasteners for the type, grade, and class required. . METAL FABRICATIONS 05500 - 6 a 'T-.•.« r} .�t t k F.J ��a�'a°�v S f''' r�r 4�1+'4) a F'' ��., ra •W' T °Yv w r l�� , fF-.'1 w,,, fi . j„ «' +F a xi-.i,3'.1 ,*t+'J Ct. S f r ,. ,i v�•rn'SC`'v)1 i aJ�i. $J Y *¢ x' i. r efs �sLxt. r fn 1 a y * .¢ i ayrt4ria d �y s+¢!}dlyJrr�Sy`�� vt�i• ( ff �Ftb'q �r?,+r }a� .✓ .f st YtF b ;4, £ $ t r }. 1S rah'�5t .'yi st�v'1 y. i 1 F*3',Y Jk' 4 ;rx r; T {. t.'. 7 }4i¢1 (1.+ ) f , s t ! f, "•;, ai,.L a'� 5,y kh "a Y NN 40, 4 Nrf� i tasl` 'ka✓xS(4' }. �Fy r.t p F + '`4R �;Irt �!}r:,�'i � :• s .: ,..- �'1. , J t tf. :•,1 ,1 ti } � 't itll ..- r i.. t .,},r�"rs .` �� - r _.,..y...,�•..T. ' rttP� .{+:'��,�"•rd�� a q, J1 air .�k�trtr � { } �'. �,�c.,q..•t�} .. .,ty� Eli r � p, .. t4 t tt+ ` B. Bolts and Nuts: Regular hexagon head type, ASTM A 307 , �. Grade A. .� C. Lag Bolts: Square head type, FS FF-B-561. D. Machine Screws: Cadmium plated steel, FS FF-S-92 . �•�"; 1}.,' E. Wood Screws: Flat head carbon steel, FS FF-S-111. r F. Plain Washers: Round, carbon steel, FS FF-W-92. , G. Drilled-In Expansion Anchors: Expansion anchors u ` complying with FS FF-S-325, Group VIII (anchors 'r` expansion, (nondrilling] ) , Type I (internally threaded tubular expansion anchor) ; and machine bolts complying `' > with FS FF-B-575, Grade 5. ,�'t5 z{�t H. Toggle Bolts: Tumble-wing type, FS FF-B-588 type, and sty q ` r= : class, a le as required. I. Lock Washers: Helical }�} spring type carbon steel FS FF- }' W-84 t".•, , Lj 2. 4 PAINT iK A.' Galvanizin g Repair air Paint: High zinc dust content g paint for regalvanizing welds in galvanized steel, ;=,y . .'- with dry film containing not less than 94 percent t .; zinc dust by weight, and complying with DOD-P- t 21035 or SSPC-Paint-20. B. Zinc Chromate Primer: FS TT-P-645. 4 2 . 5 CONCRETE FILL AND REINFORCING MATERIALS ? .: D A. Concrete Materials and Properties: Comply with { requirements of Division 3 section "Concrete Work" for F ' normal weight, ready-mix concrete with minimum 28-day •° compressive strength of 2 , 500 psi, 440 lb cement per y cu. ft. minimum, and W/C ratio of 0. 65 maximum, unless higher strengths indicated. B. Nonslip p Aggregate Finish: Factory-graded; packaged , material containing fused aluminum oxide grits or crushed emery as abrasive aggregate; rust-proof and . w nonglazing; unaffected by freezing, moisture, or cleaning materials. •.; C. Reinforcing Bars: ASTM A 615, Grade 60, ' unless -: otherwise indicated. f1 2 . 6 FABRICATION, GENERAL £ � METAL FABRICATIONS 05500 - 7 IX 777 11101 i 1 } f t r r ,` burr t�`Sfi�y 3i�t�' ,r. Ct, � v t f :• j ,.. t 2. � 1�� x f r f, ry, d' '� rr �v a'ft�;�K`�� °'e�;;�� `��.,��t�t t.M`� .,1' r`.r �, t t a::-. 7 •.t � 2.' ' t�!l sgr�t � '±��?' Y • '^e. s7F "�`y"Y't rt�rs3'3�'}C `ir.'}'r�Y n. L.>'}ri 4 � i lr' a.rti- £, y4• 3ss '.'` ,F ' �}�•t t� �t�;'� �t�„f 1 a be r r S 1 ? 'k 7 r r4 } Y�l"'t� v �j$ 'r:A?;;�.�:.-A,}��s .F�.- r�T�,t'Y,,i'i 1�}�,, fu s ,tj -t � ��t c ,4 '+.i.�,Y N s .tt ��'•'��,.�t?�'.}'a � ,',� �. • a�1',.��,.y� :� j, .��i�. e. i .;(�f .i E�P rr! a. 't tttr . t h� 1.. i. � 'r i,.- 'c!:'N;,.-rt}i}�..�.r. Ydy�t` �iy. , '�t.�}-. ..�c'�';.2`.�. ;�i'�S'+.r :rt't�z%y?!r`.{7'�,pt,e;" :nr ,s."'r:{:'ra i / ,�. !rt r px,.ti'�.y,�� •f:•� �'#�' �5i .r. P •Y' :� } r f�s�<.� �.� �t�,c;l�,rtF. .t( .z ,,.1y , 1 t• t .4R ?t.��}}�t.�.; tt.�..}. r^ty5' �i. �r;� . `.� o'r �'r,�+r3,}„r S r+. �.`,er yr.4t;_}a , t}'�• +�+t �y 1.: t .t: s e.. •.+ 3 tt t 7, .$n °t}?Y.�' �a'rit.'`+"'' '}4 '� Y., h r p pN �a} .� :r 2n. •'Si��}r}'•R+v',.>,"..Y?.(f. �}s 5 .!ini>t.} t ? r t^ t i 1 t s}'�i.!�;,�f�j. �d5�3Pr.+fir f�,' '�:i�j t '�.� �?7�•'v��'�.,rtFri''d,g.�':� t 4ta..t! � .'i ,`r'f � u:t e ri r t� t; }•. Y,' � �'S7r{kr+'.l,� }io`"gY";tui,�"t,:t� ��s p ? T ..! 4, ''�,N'!'#i•'`�?n�{`rord 'r• e� t4� 'r"rst i. rt t � 2. � z6f'"�� f r�. t�� 1 �':� �,� fr V i t x f i t v.l 1 't�' t :;tt i.,>t a \q. 11�7 fJ��}'tyt�t 5•x�� .. 'z . a S.t tz•.. ; �� t rpa s��;r S �fl 4 'v� r1kv „.y iYdxN..u,w.r vlisStL.zo,.J.Jf?..'.t,..4-:i�anu+t[!treT n2�L�.•9�5��...91��i:��.�1^'.g`�'iMn�'?# t�,,N��,e�}r:�1�d IISFYY:m'awcr-.... ._.._.... .. __ __ ti.+..i. } .W ' A. Form metal fabrications from materials of size ;; ,.. ; thickness, and shapes indicated but not less than thatMk .?,,,; needed to comply with performance requirements indicated. Work to dimensions indicated or accepted on pz shop drawings, using proven details of fabrication and support. Use type of materials indicated or specified for various components of each metal fabrication. ,. � a : '” B. Form exposed work true to line and level with accurate '' 'f angles and surfaces and straight sharp edges. �l. Fti',li v�.'•��l�'.. C. Allow for thermal movement resulting rom the followin � ��t1^j. g g maximum change (range) in ambient temperature in the design, fabrication and installation of installed metal assemblies to prevent buckling, opening up of ;•,;.`:;';ay!l- = joints, and overstressing of welds and fasteners. Baser ?'"''''{`'`_ ,F design calculations on actual surface temperatures of r metals due to both solar heat gain and nighttime sky ' heat loss. a 1tii j�, ,.•+ 1. Temperature Change (Range) : 100 deg F (55. 5 deg r. ,Y D. Shear and punch metals cleanly and accurately. Remove burrs. s: E. Ease exposed edges to a radius of approximately . g pproximately 1/32 -, inch, unless otherwise indicated. Form bent-metal Al '4 corners to smallest radius possible without causing grain separation or otherwise impairing work. r F. Remove sharp or rough areas on exposed traffic ' surfaces. a 5• t. G. Weld corners and seams continuously to comply with AWS '+ recommendations and the following: 1s 1. Use materials and methods that minimize distortion and develop strength and corrosion resistance of k1 base metals. -qi 2 . Obtain fusion without undercut or overlap. 3 . Remove welding flux immediately. Vic` 4 . At exposed connections, finish exposed welds and surfaces smooth and blended so that no roughness Y x shows after finishing and contour of welded surface matches those adjacent. H. Form exposed connections with hairline joints, flush and smooth, using concealed fasteners wherever ' possible. Use exposed fasteners of type indicated or, if not indicated, Phillips flat-head (countersunk) -. f: METAL FABRICATI©NS 05500 - 8 t_ .�. � tyt tl : . .:c t t J li t4'��,�'a1e+A`}'f,��J` � �'•�'�q. `� '' t �) }• ` �' is .7 s ,...`„'• t 1 a.. i t. ..1 ^ t t' g1 c�fldh S{� � ,5, � .:�,,I:$�i;r Ft'��G;: t�. i t i ' •, t } t � ,t 1 t 't XY -N �"fi�� ,x'�, `�' �� `. M �°' s°• °{4��'tc �,;kr. -�.+ ../ �4 t t t. �. �,� .at4ts,'�v �t b�F�� e '�. ��v�a,.;iu .�Ex ,,P r•th�>ai-�i� ,i+itt�. �s�.zt .�+`''`i ' + i C. '4 r .. � .t7.k;� `� ,1.�?"� •�"'.:fi eRu�t;•hyqa .4{ .l � Y 1 r.��t.- t..i,t'f "�' - } ..z, t '�d4d.x�,;.5$,.h9l;.�',k•�'; i� k.tx}ids;:�'t" przf4T . t'. � �kf`z >,,t ti.�t� r t . r 1 t. t s t ,� �;z i'a:f`�RSkk � +(, t} 9� + � •, '1 t''.,r y.'tr iii.}ri r .t.k i 7 i + s y ..t• i�` : Yt�.t17 U�`1. �} lY�i �-- p• �. ,+ n 4 Y ,{ t. ,' {{ ,t /.t�'r t,�;:..Si ✓a 4'e,�, x `''�' aid ry . 1U ui5%Gn+. ....+..fi:.:...wm....w:w. wxt&t.Yeitl lA+£ ti�'`�'�t.:tta• �z�zk�+,.r :C. lL, kt :',t w. ,i a ixY *''� f i�y ,c4 ,�i�r..t`•'`h"ei;;"`ire'+��er �,.....,.. '+�. Y screws or bolts. Locate joints where leasth ` conspicuous. I. Provide for anchorage of t ry g type indicated; coordinate with supporting structure. Fabricate and space �t,;x , ', {{ anchoring devices to provide adequate support for intended user J. , Shop Assembly: Preassemble items in shop oy ° a ;. P greatest •=,i :�a,.,;;�,`; extent possible to minimize field splicing and assembly. isassemble r�} Y• units only as necessary for shipping and handling limitations. Use connections that maintain structural value of oined - '':r1< ``" r j pieces. Clearly mark units for reassembly and coordinated installation. K. Cut reinforce, drill and tap miscellaneous metal work as indicated to receive finish hardware, screws and �- ,•.,.. . m similar items. ' L. Fabricate joints that will be exposed to weather in aic ' � ��' manner to exclude water, or ,z evty`f' ` ? provide weep holes where •:% :,; water may accumulate. 2 .7 ROUGH HARDWAREd A. Furnish bent or otherwise custom fabricated bolts, plates, anchors, hangers, dowels, and other a , miscellaneous steel and iron shapes as required for •''' framing nd g supporting woodwork, and for anchoring or securing woodwork to concrete or other structures. Straight bolts and other stock rough hardware items are - " specified in Division 6 sections. B. Fabricate items to sizes, shapes, and dimensions t required. Furnish malleable-iron washers for heads and sy�x nuts which bear on wood structural connections; elsewhere, furnish steel washers. 2. 8 STEEL LADDERS A. General: Fabricate galvanized ladders for the locations shown, with dimensions s s acin P g details and -anchorages as indicated. Comply with- requirements of ANSI A14 . 3 . B. Siderails: As specified in drawings. C. Bar Rungs: Square steel bars, 3/4 inch, spaced 12 inches o.c. rM METAL FABRICATIONS 05500 - 9 #s Nd :;(if,tr tyt t tr +44i"l� S i�y,t t'i al . E s. t f( ✓ 1 a f4 + f ..� ,, .<} I .s t r k U ./v raj a � o :� •A' p�. ��. i !.-S k K s�('`J, T t. •+i} i i' ? �` s' .1. .r.. r, t' t '+r. '.x attr..t�J' ,'S(M�'{'7��A.',��t��q lirr.;=,, "iX�';�'21..t"`j i'�t rrt?t tf X�, y,t�qf .S,�p:�.r },r ?i, .{� .) c .,�, Z r t .S. ��t.,�� '•'t`h_ t' + r (:�i1i SJ `,' ta( >+ , x r 4; t, ,/1 1 :f y :.7 + r ~ °✓� t .. S. .�}' r(: '�}�i'!�i? s, ' r. ' ..4t 1' P R, t�-�R1t�``' 4]t si`{�.�(^'+�.f r � S .r' •S t'-v { :i lx x It + _ �37 S �&, '^�''�tr•�+ ,er�ry� RNfl+— ,.t��°��•.�-,� x �>�+ V is, 7 t' �z•{ { r�?�{ t+ r[ `r(�F�jK'� t ti � 1 r All N't •�A4.r.S >£t kf 7p'4.t'!' '�+. ..4�!-x#n.^S,Kd'�au:a�»....._.._��:� . . �,� �' _:..:._._. ,. ...:.z..s.,t..c .. i' Y D. Fit rungs in centerline of side rails, plug weld and grind smooth on outer rail faces. E. Sidemounted Ladders: Support each ladder at top and bottom and at intermediate points spaced not more than ' 51'-011 means of welded or bolted steel brackets. 0.c. by 1. Size brackets to support design dead and live � t `t s' loads indicated and to hold centerline of ladder To rungs clear of the wall surface by not less than 7 inches. •, , •. 2. Extend side rails as indicated and return rails to wall or structure unless other secure handholds are provided. If the adjacent structure does not extend above the top rung, goose-neck the extended v;;fTr�Yk u`. rails back to the structure to provide securey' ladder access. r F. Provide non-slip surface on top of each rung, either by j,. coating the rung with aluminum oxide granules set in ` epoxy resin adhesive, or by using a type of manufactured rung which is filled with aluminum oxide r�• grout. 2.9 LOOSE BEARING AND LEVELING PLATESd ' ?;?far. . �'t+'k t + A. Provide loose bearing and leveling plates for steel ' >.;t items bearing on masonry or concrete construction, made ` "<;? flat, free from warps or twists, and of required so thickness and bearing area. Drill plates to receive { anchor bolts and for grouting as required. Galvanize after fabrication. ..� 2. 10 MISCELLANEOUS FRAMING AND SUPPORTS A. General: Provide galvanized steel framing and supports 7 ! for applications indicated or which are not a part of structural steel framework, as required to complete work. f r Fabricate units to sizes shapes, and B. p , profiles indicated and required to receive adjacent other ? construction retained by framing and supports. = K=: Fabricate from structural steel shapes, plates, and steel bars of welded construction using mitered joints for field connection. Cut, drill, and tap units to receive hardware, hangers, and similar items. �r 7' 1. Equip units with integrally welded anchors for casting into concrete or building into masonry. t f` METAL FABRICATIONS 0550 0 - ' 10 k7' t f ,to-t l 7 r r r "r{�•ec�'+�i(�i+�;rr,,t��..`�j��'�1 t:g a i Tit} (Sdn �'t"��(f? .( L y: � }t/+,s (� ( + .''y s' a t'1 { tot�yt''iC: "t(txv{Y r.t,•5t t14��',�t1 % d ��'` ♦ ' i r f �t .' . ^i'i 4 :a s7.' ft76f { 4'. ii �lf Yt�`� r i •� t, ,! r. fy � ;r �+(`�e ,�,C 4�':f S5' � t .r) '/ix• 1 r } t. M�.. �'�i+ '41� .Y?!k�'� ��Ayy A�i, 7 �tktF'•Y�,�+xttr"zFi v .n (�r..i ,� t y 4 1 t ti t.'t � r.E{r ns.C. ;"'�a�k. '� "�., s ..6 + t, Lr ft.!' `'sY k.,. ' i�,q,'.'.lY'`.>.'-ll.``y�.�'4 �7a��:�'rl.�x...t''�iJ,�4i.1.,;:1..t.?f?�kF• 'y�,,,; 1 rut, y'>a .a' Furnish inserts if units must be installed after ; concrete is placed. concr Except a.:. otherwise indicated, space anchors a. " 24 inches o.c. and provide minimum anchor units in the form of steel straps 1-1/4 N s � inches wide x 1/4 inch x 8 inches long. r 2 . 11 MISCELLANEOUS STEEL TRIM ;.xe A. Provide shapes and sizes indicated for profiles shown. �> Unless . otherwise indicated, fabricate units from w structural steel shapes, plates, and steel bars with continuously welded joints and smooth exposed edges. '!"'" Use concealed field splices wherever possible. Provi de required for fittings,s, and anchorages as re g g q °s� coordination of assembly and installation with other !w4:rya work. B. Galvanize and mill phosphatize miscellaneous framing [ and supports in the following locations: Exterior locations. 2. Interior locations. a{" 2. 12 SHELF AND RELIEVING ANGLES .'vY A. Fabricate shelf and relievin g angles from steel angles g g �hs<' of sizes indicated and for attachment to concrete :, , ,t,? framing. Provide slotted holes . to receive 3/4 inch bolts, spaced not more than 6 inches from ends and not more than 24 inches o.c. , unless otherwise indicated. B. For cavity walls, provide vertical channel brackets to `A support shelf/relieving angles from back-up masonry and concrete. Align expansion joints in angles with indicated expansion joints in cavity wall exterior wythe. t C. Galvanize shelf angles. D. Furnish wedge-type concrete inserts, complete with fasteners, for attachment of shelf angles to cast-in- ,'.`Y:' place concrete. 2 . 13 METAL BAR GRATINGS ; A. Fabricate welded steel gratings to comply with requirements indicated below: C' sk METAL FABRICATIONS 05500 11 it 7 F ii .�. V ' v t z b Gft i� t r r. r �.ft ffi.✓.; e tiikf '6Pj? i h [ { t'60",ta "�'i5 3� %�} - ytif•a A�a'+.;°r!"j'K�'t�i��`tn�� -.�z 6 i.,?'`t {r t t .i 1 jJ t'�F„F r j{ .. ? 't'�'.�,5"�ri€�r' :�f'� .. �. ..of .� "' s 3'zwt`• 4.tic i ..aj„ ..'t � .^t 'ij�tl "° tN ,ij• a.v yi 3`' th'i� e.;:.'s iR {..it_ t. r .; i 1 s;..t t .'e , >'i v °•� .f ';.J. +' tf a;': ist ,k 't5 J�t. ::'i 'r i. .l �.r t,a ..r .i :.tt:',t{; [t'•{vtf:.4�".�;}?3y 4� e .i-"t`�,5;ts.�u��.;fv11,`,4!,? �� • t , . .h�a� r.:1. {.a .;..,�.ro^t�J.`�fiy,$r'wq ;;• {. xy t , iY t.' i ;:f t`� i'•t r t}�t, r,lrf.++t j...'F s: Aytg,x.4��t1kt '.%' yy.. x14:s& 'S, pi , 7 frYttC y6 {tvk urt3r ,� 4 t o , .1.' �,�'•!.a .-;may, �• 1 t,. x t 1 r r t : .. ' r 'r a ywMa�kt •�fi "11 r ft4llRJ4�y`t tI. °+. x a+1MLntrrrx6lpk;� �� ra�.f'r,,'t��k�M;.+•,N�1!jbrr5a+e` a.� ..1 i )S'J�"�'xt�Z t« ar.-.�+. ... .. .:....... _.....1._ r:.a:.,..!'ir2l:!✓1:i.V3f tSa XL' as • 9 q�"1+7i. �`.r. Mark/Size: W-15--4 (welded with bearing bars 15/16ix inch o.c. and cross bars 4 inches o.c• ) /bearing bar sizes as indicated. ON! 2 . Mark/Size: w. , / ize: -19-q (welded with bearing bars 1-3/16 i=''`y�°•Y'``�'t''''°q inch 0-c- cross r and cro bars 4 inches o.c. ) /bearingY bar sizes as indicated. 3 . Mark/Size: As indicated. y ,N ' ` 4 • Mark/Size: P-19-4 t �. . (pressure-locked with bearing bars 1-3/16 inch o•c. and cross bars 4 inches o.c. ) /bearing bar sizes as indicated. t;�` ''' Mark/Size• As ,`nt; area' I 5 indicated. IN B. Traffic Surface for Steel Bar Gratings: As follows: 1. Plain. , C. steel Finish: As follows: 1• Hot-dip galvanized with a coating weight of not less than 1.8 oz. per sq. ft. of coated surface. D. Fabricate rating g sections as recommended by manufacturer. Include anchors and fasteners of type indicated, or if not indicated, as recommended b manufacturer, for attachment to supports. y y E. Fabricate cutouts in grating sections for penetrations indicated. Arrange layout of cutouts to permit removal without disturbing tems P grating g penetrating gratings. M r' g 1. Edge band openings in grating that interrupt 4 or :° r more bearing bars with bars of same size and Yr material as bearing bars. # 2. Do not notch bearing bars at supports to maintain elevation. F. Available Manufacturers: Subject to compliance with requirements, manufacturers offering metal bar gratings that may be incorporated in the Work include, but are not limited to, the following: 1• Alabama Metal Industries Corp. 2 • Barnett/Bates Corp. r 3 • Elaw-Knox Grating Div. , Blaw-Knox Corp. 4 • IKG Industries f, 5• Klemp Corp. 6• Ohio Gratings, Inc. 7. Reliance Steel Products, Inc. 8. Seidelhuber Metal Products, Inc. 9. Trueweld, Inc. METAL FABRICATIONS 05500 - 12 '` %C} ! r" a,J S,�� ''✓5�h s r>i n r.r f}a 3 o f r >, i s t f!7 t .,.7 i+ ) `V k 7a4 `t4 ,.: �,a tq h 4`''�x tll4 h ri t k t 1•'' .i i b 1 tf >l?L 11YY. s� t4 Kk} 'tea #�"7. r r• a a r LU {. $li y*�). 't .. ..,..,i: rt :..,,x .. .., .+.....,aL..sw✓,a>tta+kwasVY3 ryf#�i ys"}, 'w t)nSt ti i W�y';T ,s k 2 . 14 STEEL PIPE RAILINGS AND HANDRAILS Y� a A. General: Fabricate galvanized pipe railings and handrails to comply with requirements indicated for " design, dimensions, details, finish, and member sizes, including wall thickness of pipe, post spacings, and IM anchorage, but not less than that required to support ';=,il� structural loads. � '' B. Interconnect railing and handrail members by butt- �k`rslryi tr ` welding or welding with internal connectors at {•.;;,.rx:'. fabricator's option, unless otherwise indicated. }rr 1. At tee and cross intersections, notch ends of_ intersecting members to fit contour of pipe to which end is joined and weld all around. C. Form changes in direction of railing members as follows: I 1. By insertion of prefabricated elbow fittings. 2. By radius bends of radius indicated. 3 . By mitering at elbow bends. 4. By bending. =`'7l 5. By any method indicated above, applicable to change of direction involved. D. Form simple and compound curves by bending pipe in jigs ; r{` r^ to produce uniform curvature for each repetitive { configuration required; maintain cylindrical cross- section of pipe throughout entire bend without buckling, twisting, crackin g, or otherwise deforming exposed surfaces of pipe. E. Provide wall returns at ends of wall-mounted handrails r ' r4` unless otherwise indicated. F. Close exposed ends of pipe . by welding 3/16 inch thick steel plate in place or by use of prefabricated fittings, except where clearance of end of pipe and adjoining wall surface is 1/4 inch or less. G. Toe Boards: Where indicated, provide toe boards att1;v�#" railings around openings and at the edge of open-sided 4 floors and platforms. Fabricate to dimensions and details indicated or if not indicated use 4 inches high x 1/8 inch steel plate welded to, and centered between, each railing post. s,,Y H. Brackets, es Fittings,s, and Anchors: Provide wall brackets end closures flanges, miscellaneous METAL FABRICATIONS 05500 13 .,r^ Pte;;,, r i,�ry� .1zj�t� ,. . s: i' tax wan, r -wv ^re�t .�r..w��..r....�..vw+ry4r•` t� ,,1"" � � , y .E ' ti yi�... ...,,, r. ...Wrrw+.f•1.dp:lra{r'FP tiwYk ...�-A C:�..CJ. t ., ,^Jhv rv..»... ... ... ..... .31 y v4! { . and anchors for interconnections of pipe and - .' E` fittings, ```' W`'`:�":> and handrails to other work. attachment of railings Furnish inserts and other anchorage devices for r railings and handrails to concrete ors":? ' : f connecting masonry work. xr ;; r, ' g 1. For railing posts set in concrete fabricate sleeves from steel pipe not less than 6 inches long and with an inside diameter not less than 1/2 inch greater than the outside diameter of p ost, with steel plate closure welded to bottom of a sleeve. `} ` a. Provide friction fit, removable covers . tit i designed to keep sleeves clean and hold top edge of sleeve 1/2 inch below finished surface of concrete. I . Fillers: Provide steel sheet or plate fillers of thickness and size indicated or required to support structural loads of handrails where needed to transfer wall bracket loads through wall finishes to structural supports. Size fillers to suit wall finish , rr . thicknesses. Size fillers to produce adequate bearing ;: L;• to prevent bracket rotation and overstressing of4,i: Fi<n substrate. J. For steel railings and handrails formed from steel pipe r `fl i", P with galvanized finish, galvanize fittings, brackets, ;;,n,s 1, fasteners, sleeves, and other ferrous components. ,,3 .l 2 . 15 GALVANIZED STEEL FRAMED STAIRS >;• ,,. ' r•t•v A. General: Construct stairs to conform to sizes and arrangements indicated. Joint pieces together by t ; welding, unless otherwise indicated. Provide complete assemblies, including metal framing, hangers, r , "••1 columns, railings, newels, balusters, struts, clips, 7; {.41 "• brackets, bearing plates, and other components ,'. necessary for the support of stairs and platforms, and as required to anchor and contain the stairs on the }� supporting structure. rv. with Recommended a NAAMM Stair Standard: Comply �y voluntary Minimum Standards for Fixed Metal Stairs" in NAAMM "Metal Stair Manual" for class of stair designated, except where more stringent . y i; requirements are indicated: a. Architectural class where indicated. a "qtr _ ` ' METAL FABRICATIONS 05500 14 1 ,ry, . .....,.r ,� ,tk?a,�royur:.w...••-•- '^^^'nw+aJSSWt:�r WON� + I-a .. k `s � tibl lk li•.��5�'�i�rin��C � it a r w r +iy 1 �a• •' S p .. Sar�Gwal rib} Kai" n r '. :r . f1,k1 .;." !... i t`r f sh.r 3'.t'�'''`� s •t� # >'j{{��q �..7 , 'i.:,..-.....�M:..:..,e,_.n• .r yr'. +r .. .�, ; .... �:'ii��„s. ., .».•...,....:.tava'tcaal4 �'4"ix i 1. �!r t °t�;r• i `.. .s. r B. Stair Framing: Fabricate stringers of structural steel �Y `.Fri „• 1 channels, or plates , or a combination thereof, as indicated. Provide closures for exposed ands of ' stringers. Construct platforms of structural steel ;r channel headers and miscellaneous framing members as indicated. Bolt or weld headers to strings , newels, ;• and framing members to strings and headers; fabricate ; and joint so that bolts, if used, do not appear on y t} 1 finish surfaces. Where masonry walls support steel stairs, provide ;z .. temporary supporting struts designed for erection of steel stair components before installation of fx'r „ f masonry. C. Floor Grating Treads and Platforms: Provide patterns, spacing, and bar sizes indcated; fabricate to comply ( :{ with NAAMM "Metal Bar Grating Manual. " 1 ` 1 . Finish: Galvanized. 1 D. Fabricate grating treads with steel plate nosing on one edge and with steel angle or steel plate carrier at each end for stringer connections. Secure treads to stringers with bolts. J ; +� E. Fabricate grating platforms, with nosing matching that Provide toe lates 'ti S. on grating treads, at all landings. p at cpen-sided edges of grating platform. Secure grating to platform frame with welds. r�•t r} ,..t F. Stair Railings and Handrails: Comply with applicable requirements specified elsewhere in this section for ;:1f3;•= ,,_ steel pipe railings and handrails, and as follows: 1. Railings may be bent at corners, rail returns, and wall returns, instead of using prefabricated fittings. '' ' 2 . Connect railing posts to stair framing by direct � h welding, unless otherwise indicated. vrti> ' • 3 . Railings: Stair fabricator to furnish tube %�;: railings meeting local code and O.S.H.A. s. Railings shall be 1-5 � /8" round hot- / s standard formed ASTM A501 grade steel. Post manufactured ,i from 1-1/2" square ASTM A500 grade "B" steel ands#At, , t where required, 14 ga. newel posts. A sphere :.;.;r3 having a diameter of 4 will not pass through the 'g4�ty Y f1^p�•s�i`t railings. Wall railing shall be 1-5/8" o.d. type �n,; °; tt K• 5-�JJf..,��1,1. i 05500 - 15 r METAL FABRICATIONS IVII Iwo f ...' 1 i`�;',4'AN'N'•"„"...... ..._-..,,...f•.uu:.:trl�:t';..i�. .:i .:1.yY:.2 . ...-,... ................. .. +�1�-'t71 1'RS x f �i ei ) l wvrM..••t 4 ,MUik: iea75� tba,vn P' tR-�r�31�''�`C+,'455t�d`s ,� `-..`"' ../l" to �'t}..to F �}d tT•. r13AOYM4M++•+1.NGJ:.=...,,t.,U w..u,..-,N.+,Y �Yc`L'!y°it''itr its=rc,;;'. t ,:... .,7 •.t�'"5:,rttti;r„7•,e<„w...._ ti .. ... ...a... .. S Jt 11p and be 3 nOWu . Center railing shall be type ” strand ed. t t, 2 . 16 FINISHES, GENERAL ''`Y`"' with NAAMM "Metal Finishes Manual" for A. Comply recommendations relative to application and designations of finishes. B. Finish metal fabrications after assembly. :` ;. 2 . 17 STEEL AND IRON FINISHES r, A. Galvanizing: For those items indicated for galvanizing, ' apply zinc-coating by the hot-dip process compliance kj6, with the following requirements: { 1, ASTM A 153 for galvanizing iron and steel ')t hardware. t d {rrr 2, ASTM A 123 for galvanizing both fabricated and unfabricated iron and steel products made of n? : uncoated rolled, pressed, and forged shapes, p 0. 0299 inch thick and ..�. plates, bars, and strip heavier. ? ii 1F PART 3 - EXECUTION 3 . 1 PREPARATION .; A. Coordinate and furnish anchorages, setting drawings, a, diagrams, templates, instructions, and directions for 'y ` ; installation of anchorages, including concrete inserts, sleeves, anchor bolts, and miscellaneous items having Y b integral anchors that are to be embedded in concrete or w. masonry construction. Coordinate delivery of such + � items to project site. B. Center nosings on tread widths with noses flush with riser faces and tread surfaces. C. Set sleeves in concrete with tops flush with finish surface elevations; protect sleeves from water and concrete entry. 3 . 2 INSTALLATION, GENERAL t A. Fastening to In-Place Construction: Provide anchorage devices and fasteners where necessary for securing 1: miscellaneous metal fabrications to in-place construction; include threaded fasteners for concrete , "sr 05500 - 16 ,`; METAL FABRICATIONS ceyp' - 7•ky t':t.,frx�iCf� t`f-c a7�'` Pr '� i.. I t{ ,,,' k { i'<`7'•r"r ,3 's.4Y ii' ]}q,; r:? r. ��'{1 �'.�: 1 .:"�, .,}. tt}.i a 1 .,,is :$t `•t�,.�'*-,�r.� .t } y+ ) }o- f t N,R ` toggle bolts, through-bolts, lag ,w, oil and masonry inserts, bolts, wood screws, and other connectors as required. B. Cutting, cutting, 4� Fitting, and Placement: Perform bi. r g .;' drilling, and fitting required for installation of c :;;,.:a•.:::;:: . ;r err` f f r� miscellaneous metal fabrications. Set metal and in location, alignment, fabrication accurately plumb, true, ;:w ;4 r'•<><.• with edges and surfaces level, p elevation, 9 �..F..,�• "'' and free of rack; and measured from established lines tnr. e� ?, and 1 eve 1 s. e temporary bracing or anchors in formwork for C. Provide items that are to be built into concrete masonry or similar construction. rIA is `�. D. Fit exposed connections that tare no tftombe , hairline joint j" left as exposed joints, but cannot be shop welded size limitations. Do not weld, be of shipping cut, or abrade the surfaces of exterior units which been hot-di galvanized after fabrication, and are ,l, have b P J intended for bolted or screwed field connections. �4 AWS Code for procedures of E. Field Welding: Comply with manual shielded metal-arc welding, appearance and methods used in correcting ice, duality of welds made, ti 1 welding work, and the following: distortion 1. Use materials and methods that minimi ze and develop strength and corrosion resistance of ,.1 base metals. 2 . Obtain fusion without undercut or overlap. x; ,. 3 . Remove welding flux immediately. ;J;, 4 }: osed welds and � rt{ ,uw, 4 , At exposed connections, finish exposed S. L}r�7, surfaces smooth and blended so that no roughness :n;: and contour of. welded ( . shows after finishing S'hrf,4 S those adjacent. trl7 surface matches 3 . 3 SETTING LOOSE PLATES , )'^ J surfaces of any A. Clean concrete and masonry bearing in materials, and roughen to improve bond to .�.. bond-reducing plates. surfaces. Clean bottom surface of bearing p M`K and be plates on wedges, or B. Set loose leveling ` other adjustable devices. After the bearing members ; have been positioned and plumbed, tighten the anchor bolts. Do not remove wedges or shims, but if t protruding, cut off flush with the edge of the bearing > = with rout. plate before packing g ` i 05500 - 17W�N> METAL FABRICATIONS _ U n s `4' n t�ry's•Y. f 4ih;I7.+.'tr•evvr-«,+.+,........-, + a T{ ,� .�. { s�4"rfr�"i°"""" 1 i t1k i,;.:-a,..�1 ,;.,bt a,:f'.? r,r st . r.>~�i ; .r ,• �+ j ' z�'s`,,,?ii.�r�,tt{R�s ;� trvLt{Cb : r i x Mi own E •t' # t � k' b y��,� f ' i .j, SAt d'r ty� w' b�f a :, ;,< t c' -t� t'*, •A{, t Al `;r�"TPr<3fum y-3n"n%ra. 'r..a.a.,w��•khkL v'w '-§/!�t'�frt'I?:t,. a�t ,z,?3�9. ;k:� .�'; ,� ,t r.a l:t: +,h'l3s;n,».�,, ,,, .....u....»...�M'Yid�!•` i y w,.. .xs...._. A .'♦ M1,t`w � • Use nonmetallic nonshrink grout in locations all h, " unless otherwise indicated. ' 2. Pack rout solidi between bearing surfaces and f� g Y g plates to ensure that no voids remain. C. Butt edges parallel to long way of diamonds and weld ati:.� every second bond point. Place individual grating 44 ) sections so that diamonds of one piece are aligned with ;x a:= those of. adjacent sections. 3 . 4 INSTALLATION OF STEEL PIPE RAILINGS AND HANDRAILS A. Adjust railings prior to anchoring to ensure matching alignment at abutting joints. Space posts at spacing indicated, or if not indicated, as required by design loadings. Plumb posts in each direction. Secure posts lk�j and railing ends to building construction as follows: 1. Anchor posts in concrete by means of pipe sleeves preset and anchored into concrete. After posts have been inserted into sleeves, fill annular space between post and sleeve solid with the following anchoring material, mixed and placed to comply with anchoring material manufacturer's ! „<; directions 2. Anchor posts in concrete by core drilling holes not less than 5 inches deep and 3 4 inch reater ''';_?}� ,. P / g than outside diameter of post. Clean holes of all loose material, insert posts and fill annular ,kG :1: ut; space between post and concrete with the following . ., ' anchoring material, mixed and placed to comply ,: , with anchoring material manufacturer's directions. 1 a. Nonshrink, nonmetallic grout. b. Nonshrink, nonmetallic grout or anchoring ya cement. C. Cover anchorage joint with a round steel . . flange attached to post as follows: }kit 1) Welded to post after placement of anchoring material. 2) By set screws. ? d. Leave anchorage joint exposed, wipe off surplus anchoring material, and leave 1/8 inch build-up, sloped away from post. For installations exposed on exterior, or to flow of water, seal anchoring material to comply with grout manufacturer's directions. �< METAL FABRICATIONS 05500 - 18 +f f 'b' s!yr*.+': 'Hlw'wx )(1.,• t 4 Yy (f+iMWOw+ '•_ — v 3 q�3 w?. .e:dn;.-r rtr` r1'4u•F � °!t' ;1.° ��4S�,�,;t� t wY Syafi%156i�hrv?,lfxr'i:rS'r�15eitix€ Ygr 4~'R.G `n.,�{.rZv .�ti +� r. )f. i.: "f ,. .. , 1�1p r•a i�5++t”�u��i`g�� yr < r' '. �A • r) t 5�ry ''r's ..rp � �f(, .r,r�` 1" h, jl Nlr cry '# 3 . Anchor posts to steel with steel oval flanges, angle type or floor type as required by conditions, welded to posts and bolted to steel � `'} supporting members, 4 . Anchor rail ends into concrete and masonry with ` steel round flanges welded to rail ends and anchored into wall construction with lead '$ expansion shields and bolts. 5. Anchor rail ends to steel with steel oval or round d bolted to flanges welded to rail ends an "Wi otherwise 7 structural steel members unless str , indicated. 6. install removable railing sections where indicated in slip-fit metal sockets cast into concrete. Accurately locate sockets to match post spacing. B. Secure handrails to wall with wall brackets and end fittings, Provide bracket with not less than 1-1/2 are r�- ry t inch clearance from inside face of handrail and finished wall surface. Locate brackets as indicated, or if not indicated, at spacing required to support r u J structural loads. Secure wall brackets and wall return fittings to building construction as follows: �'<r, ti. , ai�i,�.'• I. Use type of bracket with flange tapped for A4 i 1 concealed anchorage to threaded hanger bolt. 2. Use type of bracket with pre-drilled hole for exposed bolt anchorage. ° 3. For concrete and solid masonry anchorage, use '7: � =y' drilled-in expansion shield and either concealed , hanger bolt or exposed lag bolt, as applicable. rt , 4. For hollow masonry anchorage, use toggle bolts - having square heads. 5. For steel framed gypsum board assemblies, fasten ti brackets directly to steel framing or concealed i anchors using self- tapping screws of size and type required to support structural loads. C. Expansion Joints: Provide expansion joints at locations indicated, or if not indicated, at intervals not to exceed 40 feet. Provide slip joint with internal ; sleeve extending 2 inches beyond joint on either side; ' fasten internal sleeve securely to one side; locate joint within 6 inches of posts. 3 . 5 FIELD QUALITY CONTROL �r A. Field inspection and testing will be performed by Genera 1 Contractor. 9fG''r — td7' METAL FABRICATIONS 05500 19 1 .,•r {..r 5 .�` r y1:wti'�;fpt t Ji;.p', � t`t.. } 7 }. ,..: { t ^�5.. .: , . ,�, t , r d t !( r�r-�, t��:Q�T't,'��•.�`n�.}�` �§,�` } ,,�,ti D'. I,f�!Se7�+t.t/tk.,�tti! °4.F�,:(}# '�'Sj tL,•s .� r,j �,j ` 1� ,-a1{,4,�+s1 a5m+a>.`ir 'v .r1ytJ$ k ��`s�f•it'ti1a;�l��+1y.} ttln,�kjyti Alai s i' i A s �•sh tt t, t n } �� r,�t.Cajfe>.,� �n7 'i a�'n,~; � .j..� d l✓"k' ��''�1 -at+, t}. 3.1a , �, t , ,.a' iL A .�( i { �. �� f��'�jt,ors 5*�,r �n:t:rittt t.i t}.,;-�43o-a:47: �s t ✓ t t e. .. �.. �,)'��. ,{3,;t:1-t: 5�3 �a�j t�, yits xt.4;,,.',i'r'CI�,;•' YT'.? vtv. ,.t� ,a .t2 't �,4 j r�� .2'm i.i,r,•f+ I r t '{F •�'�� r�y 7.': ,:�ja�it,i',t', c.S -S. ,1 ..y( :i. ..f, .�' , .•J , .,y, �. ;,+t,";.x`"(7:.,{,,rx;;,brr le' °rX., x: r4 ."f tk� 1`5T''%'�Ytj.7✓f ��it c�t i r�r I Y .r ,l•'rl�fe > 't.', r .:, •'t � .i,}: t tgii�'� .�t'..i+:t.,.�. ,{�'u iC MIA 11 16 mg }�. 6.. l � y'� it .t.. ' t ,..`+,ij Td:. :�3a Eta•% �3"��.: ��.t�, v r r Mill 11 =0 77, if tx 3. 6 ADJUSTING AND CLEANING A. For galvanized surfaces clean welds, bolted connections and abraded areas and apply galvanizing repair paint to comply with ASTM A 780. 1. END OF SECTION 05500 1hr J, '"ETAL 'FABRICATIONS 05500 20 a. .............. 'A W A: ';e s �, v. t 'y> "•' , e r+ 5 s�, 1,J� �E .� `, °ft ' t49rr: F.. t.. � { .Jw.w :•,a.a.,.u��a.:{.r..:mr tt� .a. . .. �r,e �. d -fp'{�'i7 'p*•5st<rolwrs.+«.r.,w..�,..t......,N_.>..1r......•:Y'..e7 k} _F SECTION 06100 - ROUGH CARPENTRY , PART 1 - GENERAL r` ELATED DOCUMENTS: S �e, ri•` A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division-1 Specification sections, apply to work of this section. � . LJ �r 1.2 SUMMARY: A. Types of work in this section include rough carpentry for: �� rsY�,�• i L; 1. Wood framing. � � .;`�� r$• 2 . Wood grounds, nailers, and blocking. jy rr.F�4X,. B. Finish carpentry is specified in another section within ��,,• �, ,., Division 6. y{n� C. Prefabricated wood trusses are specified in another >, Division-6 section. D. Wood foundation 'systems are specified in another Division-6 section. ' t.: 1. 3 DEFINITIONS: F 7 t.) A. Rough carpentry includes carpentry work not specified r { as part of other sections and which is generally not exposed, except as otherwise indicated. i, Y 1.4 PRODUCT .HANDLING: A. Delivery and Storage: Keep materials under cover and t, f< dry. Protect against exposure to weather and contact with damp or wet surfaces. Stack lumber as well as •:: r plywood and other panels; provide for air circulation within and around stacks and under temporary coverings including polyethylene and similar materials. 1. For lumber and plywood pressure treated with waterborne chemicals, sticker between each course to provide air circulation. ' 2� v�ti ski zz rr ROUGH CARPENTRY 06100 - 1 Tt'� ? l' x i S lift l•"�t,x�4Ra #'..S ;��' C +• rl'lSl�r 'i.y} .� t '} 4 �''4� � i t' rr<�'i ' 4 utiSk ',a,'u1r�v �: y +}t Yc+M1 r d g, I t'ttFri J£+ :.J«5 `Srr Jp�+z t Yf r td r •ti.. 91 r r i ,ir f 5 ,{� 3 M1'�.rr i .v,: uF '�' !` C§r'��I^�� 3 r�7 tf+rr.'• 4:n r 4 r tr" � 3 ,�� '"tf�� r'rid y2 �?y4 71t L rr t .}��FS 15�r � !'�gb,fii �.4y�� 1pk, v ! �,�' �t '� �� yl�,J�t o-5 fi 4 6. t t� •t{ �. 1 s. t 5e . �jt-� i" r .:µ h {,tv�t� 7i� � y• •A`iSi .� �iaf{7{ {i,� ,1 },,Z ltt. ." };.+ e �,++ .k: 'a .' r s 1 t t, z ,F :x Y} i.Y}:' •� ':{}Sf i r a..t' r y'itY ;7 s/@('.•+'{�k�t,, t Y. rS `+� a s,ifx '� * ( `r^`S {'rs It}'.'.;ytrtf '2 5 ..rt rry ( .9 r: �t .t tsr ( '} yi i• t',,; Iv. ;f :e• r.,a. 'yp,,{., lF' p. c.;'Lt.. } li' fi.. .-fi '•t 11 t � } 't'. i 'i.} S ,rl' t+ i rSf r.:� x- � a` td � t .t r '11 i. .�� tt. ?'r r 1 +�l S:pr� d 5g��,•.�1+ ,F� ��,` � .:. "f7ri7t+�".'1Y}r'.",S!,rjtiz; ' ,d ,�, +,i i.':d 'aF,.+ `'s .t � j� i•+fit zv{Yt y.�r,S "?< ,lS�",.r''; :'• t'• { }5y 7:7A ;,, r I.'.�n 't� } �d t L.� } i .t,t tsr'`' "�k,�::"ujz°tay,t��'�4't?• ,tip .��'vr`13f.,3(if5rli°'SM;. t e3 S 1. 5 PROJECT CONDITIONS: 51 A. Coordination: Fit carpentry work to other work; scribe , '~:;tit4`y 'kx , rj and cope as required for accurate fit. Correlate ,Fr ► blocking, g rounds and location of furrin g, Hailers t '';'• similar supports to allow attachment of other work. r ¢ ' PART 2 - PRODUCTS i' 2. 1 LUMBER, GENERAL: A. Lumber Standards: Manufacture lumber to comply with PS �'r' w 20 "American Softwood Lumber Standard" and with applicable grading rules of inspection agencies certified by American Lumber Standards Committee's "} = (ALSO) Board of Review. B. Nominal sizes are indicated, except as shown by detail dimensions. Provide actual sizes as required by PS 20, for moisture content specified for each use. 1. Provide dressed lumber, S4S, unless otherwise st indicated. 2. Provide seasoned lumber with 19 percent maximum '; moisture content at time of dressing and shipment k,I for sizes 211 or less in nominal thickness, unlessw .A ' otherwise indicated. >; 2. 2 DIMENSION LUMBER: .. A. For light Framing provide "Stud" or "Standard" grade ; lumber for stud framing (211 to 411 thick, 211 to 611 wide, ' 10' and shorter) and "Standard" grade for other light framing (211 to 411 thick, 211 to 411 wide) , any species. B. For structural light framing (211 to 411 thick, 2t1 to 411 wide) , provide the following grade and species: No. 1 grade. Southern Pine Select Structural ;:. 2. 3 BOARDS: ;y A. Exposed Boards: Where boards will be exposed in the finished work, provide the following: 1. Moisture Content: 19 percent maximum, IIS-DRY" . 2 . Where painted finish is indicated, provide No. 1 r` Boards per SPIB rules, select Merchantable Boards F�. . per WCLIB rules or No. 2 Common Boards & Better per WWPA rules. ,31 { £ ROUGH CARPENTRY 06100 - 2 POP 4 , 4' y v.r t I r ,a n S t .11+err1. �� f s- r ,.fit �• � t i t t ilk a ° I t t 1i�42dt{ Jd 5 }t w n � 6�1► .. � ` . t �<a n . ,;R 'y .Jf e 4.iY r i_it i Ct .,i$sYJ' MR 2 . 4 MISCELLANEOUS LUMBER: i A. Provide wood for support or attachment of other work including rooftop equipment curbs and support bases, ,`_ t, a `rvsP `' °. cant strips, per, bucks, Hailers, blocking, furring, ,;.;�;, ;.+��;,, •,, t� grounds, stripping and similar members. Provide lumber of sizes indicated, worked into shapes shown, and as follows: Y , B. Grade: Standard Grade light framing size lumber of any species or board size lumber as required. No. 3 Common or Standard grade boards per WCLIB or WWPA rules or No. 3 boards per SPIB rules. P i'• 2 . 5 CONSTRUCTION PANELS: A. Construction Panel Standards: Comply with PS 1 "U. Sk Product Standard for Construction and Industrial Plywood" for plywood panels and, for products not manufactured under PS 1 provisions, with American ,::r,;: Plywood Association (APA) "Performance Standard and Policies for Structural-Use Panels", Form No. E445. S B. Trademark: Factory-mark each construction panel with ff"-\ APA trademark evidencing compliance with grade requirements ° C. Concealed APA Performance-Rated Where Panels. • construction panels will be used for a following i ''*s ,,, y;c, concealed types of applications, provide APA Performance-Rated Panels complying with requirements indicated for grade designations, span rating, exposure 6 durability classification, edge detail (where applicable) and thickness. ' 1: Roof Sheathing: APA RATED SHEATHING. a. Exposure Durability Classification: EXPOSURE ' + �,., b, Span Rating: As required to suit rafter ', spacing indicated. D. Plywood Backing Panels: For mounting electrical or rg telephone equipment, rovide fire-retardant treated 'Y" P P plywood panels with grade designation, APA C-D PLUGGED INT with exterior glue, in thickness indicated, or, if ;a not otherwise: indicated, not less than 15/3211 : Az. j �! 1 ROUGH CARPENTRY 06100 - 3 rri Ypy =et9U .. ."Vv'I 1S`'4"�.�'e�A; di'i.'i+ir,'f51 + L Nil 1111 ,�:C-NUtrstamM.w:..r, ti.,.e...c,ti.$r�.dv.�,•.c,,cvtu+t�✓. 4A .,t,, ..yd 6 3G' �5 ��d }.a r f✓�f q k��'",t,^" -ti r-t. ,i .. ... .,..5...,4;aii.' � ,f Y�j t� r <tta 2 . 6 MISCELLANEOUS MATERIALS ., k . 1 5 t A. Fasteners and Anchorages: Provide size, type, material and finish as indicated and as recommended by • i applicable standards, complying with applicable Federal Specifications for nails, staples, screws bolts nuts y' washers and anchoring devices. Provide metal hangers and framing anchors of the size and type recommended by p�,�,�;•F: .. the manufacturer for each use including recommended nails. 1. Where rough carpentry work is exposed to weather, in ground contact, or in area of high relative humidity, provide fasteners and anchorages with a hot-dip zinc coating (ASTM A 153) 2 .7 WOOD TREATMENT BY PRESSURE PROCESS: 11; yj, A. Preservative Treatment: Where lumber or plywood is ;:;rTrrt indicated as "Trt-Wd" or "Treated" , or is specified herein to be treated, comply with applicable '. requirements of AWPA Standards C2 (Lumber) and C9 (Plywood) and of AWPB Standards listed below. Mark each treated , ated item with the AWPB Quality Mark .x, Requirements. 1. Pressure-treat above-ground items with water-borne preservatives to comply with AWPB LP-2 . AfterM;;' treatment kiln-dry lumber and plywood to a maximum moisture content, respectively, of 19 a _ # percent and 15 percent. Treat indicated items and ' the following:':. a. Wood cants, nailers, curbs, equipment support bases r.l , blocking, stripping, and similar members in connection with roofing, flashing, vapor barriers and waterproofing. x b. Wood sills, sleepers, blocking, furring, stripping and similar concealed members in contact with masonry or concrete. r C. Wood framing members less than 18 11 above r grade. d. Wood floor plates installed over concrete slabs directly in contact with earth. � 4:• 2. Complete fabrication of treated items prior to treatment, where possible. If cut after +: treatment, coat cut surfaces with heavy brush coat sr of same chemical used for treatment and to comply with AWPA M4 . Inspect each p piece of lumber or ROUGH CARPENTRY 06100 - 4 4.1 �i Y d gS+ k i yalicri f 7 1 ft d. ix 2t. ,� tp {� s • ,...h 1 t, 46 4 p�F14 � r �rY `r. MIMIM tfit;.w� • �� s .. � ': f .. i.. �f .k"`�'3•��, ! old: S�,t�s'� °'c,;'' '.ry,.a, 0 �Yzt 1.17 i ih tT."�•}!! "} is plywood after drying and discard damaged or defective pieces. 'n^ PART 3 - EXECUTION ZM 3 . 1 INSTALLATION, GENERAL: A. Discard units of material with defects which might impair quality of work, and units which are too small '° �? af`"`t to use in fabricating work with minimum joints or optimum joint arrangement. 41 B. Set carpentry work to required levels and lines, with members plumb and true and cut and fitted. C. Securely attach carpentry work to substrate by anchoring and fastening as shown and as required by recognized standards. ' �'� I � ^ `•at> D. Countersink nail heads on exposed carpentry work and fill holes. ' E. Use common wire nails, except as otherwise indicated. Use finishing nails for finish work. Select fasteners 't ` of size that will not penetrate members where opposite side will be exposed to view or will receive finish } materials. Make tight connections between members. Install fasteners without splitting of wood; predrill as required. 3 . 2 WOOD GROUNDS NAILERS BLOCKING AND SLEEPERS: A. Provide wherever shown and where required for screeding or attachment of other work. Form to shapes as shown and cut as required for true line and level of work to "T°``` be attached. Coordinate location with other work �` { 17' involved. ,,jx B. Attach to substrates as required to support applied 4a �kri loading. Countersink bolts and nuts flush with surfaces, unless otherwise indicated. Build into F masonry during installation of masonry work. Where <;.zt ;.• possible, anchor to formwork before concrete placement. tx� 3 . 3 WOOD FRAMING, GENERAL: r .�kat t A. Provide framing members of sizes and on spacings shown, t,'�,,.try.=: ., ��`��• kfi:K tif��`M and frame openings as shown, or if not shown, comply z'" fm with recommendations of "Manual for House Framing" of National Forest Products Association (N.F.P.A) . Do not splice structural members between supports. ROUGH CARPENTRY 06100 - 5 ' hti1;1 +t�i�tlet. , 111��•��t en. lV.,,1v•v 9 �. ..; .,:; I�,,1. .,;•t.S,)'15. ' ...•,::;,,{y;'�t��;:,tw ..'t. . ,. ..r, t,x� f }4,l .f 3lyY t� ��t�': 11yy 1 •it a ,1•. . . t' 1`t�1cf�f,�tts•.��'�E15,�i�'t r,��° , R ..a } / i ... i x ik� ski 3" j•+4..)k�gyK i k?}.• r , ..: 1 }e+�`Yt �(.� � 1�c?t of lr r . . .. .. t� 4 f' /f1,M{#(� w in !c 3333tii..'Y} ,'.•tt,kt si] 1 >. J i 1 t a f �� 1 f �r> oil &Wow, 11 NINE 1f^�c I ,, •J x k �,: ti 4 . i '1 , t{ti. '' t {� 1t i � t's(i4tG':Q t a '. a_.T.:.�4w�!A!IVao.,rin,..a..... ..._.._ .,_._.....o*•wvtet$tt�^�'t�. ..., .. s,.r.a 1 t .t,3, war • . '+:v.,,,..... ...... .....>.... .. ....C.. .lidW.�f�' Fri Y4 01 ! RgWj x B. Anchor and nail as shown, and to comply with "Recommended Nailing Schedule" of "Manual for House x Framing" and "National Design Specifications for Wood Construction" published by N. F.P.A. ►� sry C. Firestop concealed spaces of wood framed walls and partitions at each floor level and at the ceiling line of the top story. Where firesto s are not automatically provided by the framing system used, use ;%:: ,'a;.. : 4. closely-fitted wood blocks of nominal 2" thick lumber w, of the same width as framing members. •rQ z , 3 . 4 RAFTER AND CEILING JOIST FRAMING: d A. Ceiling Joists: Provide member size and spacing shown, and as previously specified for floor joist framing. Face nail to ends of parallel rafters. 1. Where principal ceiling joists are at right angles to rafters frame as indicated with additional a short joists from wall plate to first joist; nail " to ends of rafters and to top plate and nail to long joists or anchor with framing anchors or metal straps. Provide 1 x 8 or 2 x 4 stringers spaced 41 o.c. crosswise over principal ceiling joists. B. Rafters: Provide member size ands spacing shown. Notch ; rr. P g to fit exterior wall plates and toe nail or use special ,: �..:. metal framing anchors. Double rafters to form headers z`1'3� `a , .., < and trimmers at openings in roof framing (if any) , andt �3' > a support with metal hangers. Where rafters abut at ya . ridge, place directly opposite each other and nail to ridge member or use metal ridge hangers. .; l 1. At valleys, provide valley rafter of size shown, or if not shown, provide rafter twice as thick as + A. r regular rafters and 2" deeper. Bevel ends of jack r. .: rafters for full bearing against valley rafter. 2. At hips, provide hip rafters of size shown, or if not shown, provide of same thickness as regular rafters and 2" deeper. Bevel ends of jack rafters for full bearing against hip rafters. C. Provide collar beams (ties) as shown, or if not shown, provide 1" x 6" boards between every third pair of ' rafters. Locate below ridge member, one-third of distance to ceiling joints. Cut ends to fit slope and nail to rafters. z� ROUGH CARPENTRY 06100 - 6 nww. xr rr ygta w o � 4�Yk "rP" r ;. t?P t.$t 5 c� }. { *f t , t t<l �r�s� � 1 � ,� �vN v 1 i >1a8 :�k W{ �•+ tta` `' 1 t.. Sit 1 4 r , , D. Provide special framing as shown for eaves, overhangsi dormers and similar conditions, if any. 3 . 5 INSTALLATION OF CONSTRUCTION PANELS: A. General: Comply with applicable recommendations contained in Form No. E 30F, 11APA Design/Construction Guide - Residential & Commercial" , for types of construction panels and applications. indicated. J) B. Fastening Methods: Fasten panels as indicated below: 1. Sheathing: Nail to framing. 2 . Plywood Ceiling: Screw to bottom chord of roof trusses. END OF SECTION 06100 qW, 1.4e r fit, 4S. ROUGH CARPENTRY 06100 7 Xv. 4 E& "' r r .. "��tk'Ys��''Yk•��"'t ?''' 5i�u�`Y ��a�;obtr st . .ry `,:.�.. ,...._._.i....; ; Yl�'...,IwG�:tw11.k t SECTION 06192 PREFABRICATED WOOD TRUSSES '. PART 1 - GENERAL4 ' 1. 1 RELATED DOCUMENTS: 1F'i ;srgf,=. A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division-1 Kr' f4 to work of this section ` Specification sections, apply .• c,;,�f.�`;�,a�F; 1. 2 SUMMARY: •. ��.,, dzlatY�iF A. Extent and configuration of prefabricated wood trusses47t, is indicated on drawings. nclude: B. Types of prefabricated wood trusses 1 Y {1}�rt'Ys• •, v r r 1. Gable-shaped fink trusses• 2 . Girder trusses. C. Roof sheathing is specified in Division-6 section ' "Rough Carpentry" . 1. 3 DEFINITIONS: .p �`.t'✓�1F..r.�5.it A. Prefabricated wood trusses include planar structuralp, , •s,t units consisting of metal plate connected members which , are fabricated from dimension lumber and which have ; • , '' been cut and assembled prior to delivery to the project t , ( site. `' 1.4 SUBMITTALS: A. Product Data: Submit fabricator's technical data covering lumber, metal plates, hardware, fabrication process, treatment (if any) , handling and erection. ,T• fv 1. Submit certificate, signed by an officer of fabricating firm, indicating that trusses to be z •' supplied for project comply with indicated ' requirements. v B. Shop Drawings: Submit shop drawings showing species, sizes and stress grades of lumber to be used; pitch, span, camber, configuration and spacing for each type of truss required including proposed framing plan for residential roof; type, size, material, finish, design values, location of metal connector plates; and bearing r: ` and anchorage details. sP PREFABRICATED WOOD TRUSSES 06192 -1 s i • S 4�• 4 It P 1{r/..� [},1 \5 V7 e{ Pt .iy 34 { k I�'1 Y4 Y Iq'' i¢�?�"j� (S �' ix+'v.,,t8; rr':i+^ i•v t � .tt f.+ b' ;� .r F r f lE � �! `,,+ a Tt �§ a ° _ , s�' t�•�c i. f t... G� 1 �1 t•� 2 r S't F }r, s I 2 i" L 3 1tI?, ;r��'r �F�.u�' 1, 3"i Yk� t •. � F��jT;;fMff�jyt 0 .E�r 1 S 1��. 14. ) t S 5 t ...{E ..Y11'n }�V 1 ? }' r`IF'� e ' /�.tdv11>5? N�T s { 5 �i,(.+si g rr 9'� k•^'1 .y,J)11 t , t , f°'��> 1 ? ,,yr Y�yt. '1',(,a;. � t 4�� •x f� .3 � y yl' c � .h I t; t E e t ri�Q. z r��fil s �t. Ifs, �•�� i'M • x £ f>.a' ^( N,' 1y `:r 'S'SPrL a r r. ."• €.lrl, t oaf t au'.f. tt' y r;��:�f. t. i.,,: tit tti r+. .: r. ._.�.°.m,._.s r 7it5i ,r ,K'�r•. ro w S C ri' }�'"i <i,'fpp�� 'd{ti.�' E � ., 'vtiL ;;:,a� 1. To the extent engineering design considerations are indicated as fabricator's responsibility, r w bus submit design analysis and test reports indicating loading, section modulus, assumed allowable rn ,lrt x stress, stress diagrams and calculations, and anrt} t: similar information needed for analysis and to ensure that trusses comply with requirements. 2 . Provide shop drawings which have been signed and � stamped by a structural engineer licensed to practice in the jurisdiction where trusses will be nF ' installed. ,t. 4 b 3 . Provide for the following loadings: ` '" :ra�y�q yf 2r� � •t f a, Top Chord Live Load - 50 psf ji} s b. - Bottom Chord Live Load 30 psf �. c, Dead loads as recommended by truss manufactures:-, but minimum of 10 psf (top chord) and 10 psf (bottom chord) :t"t y $J 1. 5 QUALITY ASSURANCE: n A. TPI Standards: Comply with applicable requirements and Vd recommendations of the following Truss Plate Institute (TPI) publications: "sJ 1. "Design Specification for Metal Plate Connected t�z <� Wood Trusses" 2 . "Design Specification for Metal Plate Connected . ` ;ry, Parallel Chord Wood Trusses" . 3 . "Commentary nd Recommendations for Handling and '?{>.: y g a > Erecting Wood Trusses" . 4�a iii 4 . "Commentary and Recommendations for Bracing Wood i/ Trusses" . <: 5. "Quality Standard for Metal Plate Connected Wood Trusses" . 1 + ycr B. Design by Manufacturer: Trusses shall be designed by zfr Connector-plate manufacturer to support all iuJ sup erimposed dead and live loads indicated, with design approved and certified by a structural engineer licensed to practice in the jurisdiction where trusses r will be installed. q 4. C. Connector Plate Manufacturer's Qualifications: Provide ; truss connector plates manufactured by a firm which is a member of TPI and which complies with TPI quality control procedures for manufacture of connector plates published in TPI "Quality Standard for Metal Plate , Connected Wood Trusses" . 1� .fix. PREFABRICATED WOOD TRUSSES 06192 -2 I ,r 4 mot. r r .t , "e 'r. .51' •'.'°""��±i��"ttte"�t IF ',.' f1 j ttt sP�7ry ''s rY.y rr�kijf:�u�+y`v. rY, f��t _ /7 r�. ,� ,= t I • i `fir k a ! 4�7 t. D. Fabricator's Qualifications: Provide trusses by a firm _ .s. . .�. .'. r which has a record of successfully fabricating trusses similar to type indicated and which complies with the followin g requirements uirements r quality control. :�� }}�:$'_-_•� 1. Fabricator participates in TPI "Quality Assurance Inspection Program" as a licensee authorized to ' apply TPI marks to trusses. ; { rT:, E. Single Source Responsibility for Connector Plates: , ;, Provide metal connector plates from a single manufacturer. n f171 LFbf�f� / 1. 6 DELIVERY STOPAGE AND HANDLING• A. Handle and store trusses with care, and in accordance , r with manufacturer's instructions and TPI recommendations to avoid damage from bending, p overturning or other cause for which truss is not designed to resist or endure. B. Time delivery and erection of trusses to avoid extended' F' on-site storage and to avoid delaying work of other trades whose work must follow erection of trusses. fi PART 2 PRODUC'T'S �` V.ma x"., ^i 2 . 1 LUMBER: A. Factory mark each piece of lumber with type, grade, mill and grading agency. { B. Lumber Standard: Manufacture lumber to comply with PS .; 20 "American Softwood Lumber Standard" and with F applicable grading rules of inspection agencies ' { certified by American Lumber Standards Committee's (ALSC) Board of Review. a, it C. Inspection Agencies: Inspection agencies and the + abbreviations used to reference them to lumber grades and species include the following: r 1. Southern Pine Inspection Bureau. D. Nominal sizes are indicated, except as shown by detail dimensions. E. Provide lumber manufactured to actual sizes required by PS 20 to comply with requirements indicated below: 1. Dressed, S4S, unless otherwise indicated. PREFABRICATED WOOD TRUSSES 06192 -3 ' ,.;is, i � .'r 4 ,� ,I S � t. tG ,t< ; s.lj }iir+ir•,� �'��y'•�i. �,,� FIN, T`1F , ti,4.1 i t,fhz' k , t r Fr '. � f if1 t,, N-1 J ! �r .1'1 �l :f `f?, {';._, `^� v.. 'f'. 1'�<:4'�. r. .ib n 'i'r ,S 3 ..a ;i Ir ,C��t •;Lf47 ,3f• "' kar `i. r �7 y } lr�.`E. ,�i�S dl ."r r r i� 'r� . r .I r I.. ��/'�•.t r .,jl / : � i • °t1 lt. 7 $f x l 2 •� • t A a 3 l y ,zy 2. Moisture Content: Seasoned, with 15 percent maximum moisture content at time of dressing and 4 .w. . shipment for sizes 2" or less in nominal thickness, unless otherwise indicated. a. Grade: Select structural. b. Species: Southern Pine graded under SPIB it rules. Irril �gf=; 3 . Species: Provide any species and grade which has been stress-rated and certified at indicated moisture content, to comply with requirements below for method and for minimum design values of single members: ., ;;;r,, a. Stress-Rating Method: Machine stress-rated. `_''`- x , b. Design Values: As indicated below: 1) Fb (extreme fiber stress in bending) . , 1800 psi. 2) E (Modules of elasticity) : 1, 800, 000 psi N 2 .2 METAL CONNECTOR PLATES FASTENERS AND ANCHORAGES: . A. Connector Plates: Fabricate connector plates from metal complying with the following requirements: iR•5.:, 1. Hot-Dip Galvanized Steel Sheet: Structural (physical) quality steel sheet complying with ASTM A 446, Grade A; zinc coated by hot-dip process to comply with ASTM A 525, Designation G60; minimum coated metal thickness indicated but not less than 0. 036" . yX , t4r�h ,.q 2 . Electrolytic Zinc-Coated Steel Sheet: Structural � .. F (physical quality steel sheet complying with ASTM �!r A 591 Coating C, and, for structural properties, ,. with ASTM A 446, Grade A; zinc-coated by electro- �� • % .;r', deposition; with minimum coated metal thickness �. indicated but not less than 0. 047" . B. Fasteners and Anchorages. Provide size, type, material t: and finish indicated for nails, screws, bolts, nuts, washers and other anchoring devices. `�. 2 .3 FABRICATION: `3 LAS 9, •`: 'Mil. A'%y 06192 -4 PREFABRICATED WOOD TRUSSES r . i t ,r^r' ' t>r�1�t..OfPtN', cy'`L•tT•gy ',s w>`4+,' a3w`9 +'ifii"FxJir4iuPMawrir....«._. =RsF*rM xv�" f ; t �',�•y.�.N+'sYi�Fa'i,d'c�1 r! ,... a a r : t}. t r p ,, 'firaa�.'�+rt .e��i,t'4,{p,� h , f,t�. fs SxlS? +. > t�> `1k))}ii" .,jj}�i•,°et�'Qri+..t , # i i F ;r l ti7 l� r'�C' 1��;}Ct „l n y' i }Fti s-"l � k .�; f 1 !^ 1 ' !. ..'i 1 + �Fkt�b l•`+ c 'S . a,�: i, ,;< "> 7' �', �-'Y''Cif1`.y}',. 1c� uhj "_"�tr��#;�. �t i �i�� ,`may oil P At t f�+�it 'i 'k;SyeLr ..W.... w.,W.,.as.Leient+d+tlaC:ClTh.sY . xr., A. Cut truss members to accurate lengths, angles, and sizes to produce close fitting joints with wood-to-wood bearing in assembled units. B. Fabricate metal connector plates to size, configuration, thickness and anchorage details required for types of joint designs indicated. C. Assemble truss members in design configuration ° • `:., indicated using jigs or other means to ensure uniformity and accuracy of assembly with close fitting joints. Position members to produce design camber indicated. r � r" D. Connect truss members by means of metal connector plates accurately located and securely fastened to each side of wood members by means indicated or approved. PART 3 - EXECUTION `y i. 3 . 1 INSTALLATION: A. General: Erect and brace trusses to comply with recommendations of manufacturer and the Truss Plate Institute. ,JP4N!1, 'C.ya art ,¢, ',. B. Erect trusses with plane of truss webs vertical (plumb) x and parallel to each other, located accurately at design spacings indicated. i j';.... C. Hoist units in place by means of lifting equipment }f' ` suited to sizes and types of trusses required, applied +.;. _�• � at designated lift points as recommended by fabricator, +, exercising care not to damage truss members or joints , 1 by out-of-plane bending or other causes. t' D. Provide temporary bracing as required to maintain trusses plumb, parallel and in location indicated :{ until permanent bracing is installed. r:. E. Anchor trusses securely at all bearing points to comply with methods and details indicated. f F. Install permanent bracing and related components to enable trusses to maintain design spacing, withstand live and dead loads including lateral loads, and to comply with other indicated requirements. G. Do not cut or remove truss members. k END OF SECTION 06192 ?, �• t PREFABRICATED WOOD TRUSSES 06192 -5 °. �� +r � f� � !� myr:Y+��?��tlt,1 .{'i { ''�?,s �Z.S � �Y�;4�►?�+7`xr.+�!..-.,-» � a-+t�{y.y�s#i` 1 L 1.'t t';t t.✓+.' 4iik3nia n t�tfY�„'�? a t i ! yt�,! .•'t r •.w-��. � y. � r f tt.F ��'iN 4 A� A�{�� '; 7 is 4^3•ti� �r tt rl ttt t .wa, +. t f � �s ri ..l SF. i k 4jZif r `� ` . ,l: '. .',. is "'' t�7. t i.�.• za �.... ---Af�Etf��a 'at'�'A..ri��eass+:w.�o..r»rraa rfr��Elr►alilr�i�0ir,�� irai�` ,:t7lyC.�� .•;�• ., . �. ..., ..� r.,• t S � •"� A, -9 3 r!T .i., aS�'c sir, d �.tg`51�3`&��•'�� af53N•r .r,KAn i 'dr?#yr✓1kRn+✓e•d•..Ji...._;i ..•.,-...•...,.l:u,.+eww.wUa.�,.. { .. .. .. ' w SECTION 07200 - INSULATION PART 1 - GENERAL M 1 .1 RELATED DOCUMENTS ° u. A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division Specification Sections, apply to work of this Section. # a 1.2 SUMMARYt A. The intent of this specification is to design, furnish and install an interior insulating system, enabling rep eated fires to 1200°F fire fighters to create rep fi j1 }p � tL followed by extinguishment with the use of water without damage to either the structure or the system proposed. 1.3 APPLICATION A. Bidders will submit with their bads a full description of the insulating materials in the form and sizes to be 47 applied along with the method of attachment proposed ::'i`.-'' u 4` and any framing system necessary. -� 1.4 QUALIFICATION '< >r iy; ti'Jk•t A. Bidders shall substantiate a minimum of a 3 yeary* ' history of having satisfactorily installed the proposed materials and application method in fire service burn rooms subjected to use similar to that intended. ' Y?lijS�,t r:��•,• PART 2 - PRODUCTS `' 2 . 1 MATERIALS A. Insulating panels and accessories shall be free from .. asbestos or other harmful ingredients, and shall not produce toxic bi-products in the course of the intended t� use. B. Insulating panels and accessories shall be capable of protecting the wall and ceiling surfaces of a masonry, = concrete or steel room, inclusive of windows, closures and doors from damage due to enclosed fires. C. Insulating materials shall be a minimum of: 1" thick, 40 PCF density, strength, a ' Y� 800 PSI flex stren g possess factor of . 88 or less at a mean temperature of 75 0F. , Lid t' • , INSULATION 07200 Yt�M'is 4• 'u ',�"'^"^ .I ';.°" '�,,,�n." `A�'s r�7,X{,'�tu" '; � t s..== r1;S=�.'t�'%�;r;;ts;�dA;+.7euaru�n- .. .. �s ' � •r's..{i".' fy �� i � f r tT •It ' tai Id, eM t : ; _. , .. .r Ott t , �r£ ..kY s �' 4i•4� �� 1 a� •7,,��,, r: qi' .w � t�• S =� +' .,�^tt,_..?r'� ,�4�}.r�.+"r ii S'- t 7T. , r3.r tF �� }t�yt•�.i�� t}t t ri ' 'p t�,'r .`r s ,`��f�' ..; �T\ry ry`'rt'Y9 jutt'��a4 '� . .. s.. J)/ .s3♦y�t� w �'� (��r�: jg •tir > A x , r r rj y A k c �N r ftt "wool I r. . it �. -, v�'`t ."P y, �3 �7 .�: s • - rr t �� i<k ur' �� C�t�..�ti�rh. ° t' ' r r t• . i .. r t try rt` -t +r,¢yz v'i SC' wa«!.v$4CifilFUi'r.' "_d;tC?7:i :P�CSr17' �G',^@��erFSitti;{$;#U`C '�L°.zS':'`..°"<7 t �t �Z 'rt t � r vtt and be capable of continuous service at temperature ¢ i{ ranges to 1200 0F. ; " D. System shall withstand repeated exposure to heat and ,6 the application of water to heated surfaces without the breakdown of insulating properties. j . 3s f E. insulating materials shall not require "drying out01 tr's*i x periods- following the application of water nor be subject to "spat ling" due to heat/moisture conditions. There shall be no restrictions placed upon use due to A.' atmospheric conditions or ambient temperatures. p F. There shall be no restrictions imposed upon the nature of the Class A fuel source, the fires location within the room nor any requirement of "special" precautions prior to ignition. k,.,:,: ; r PART 3 - EXECUTION ,;,`,i'i` s 3 . 1 LIVE FIRE BURN ROOM INSULATING SYSTEM A. Design, furnish and install a heat resistant interior wall and ceiling protective surface of Werner-Herbison- : Padgett "Padgenite", or equal. h B. Systen proposed must be capable of insulating the wall 5?:}. and ceiling surfaces of a steel or concrete block room, inclusive of window closures and doors, from damage due to enclosed fires in temperature ranges to 1200°F. C. System shall withstand repeated exposure to heat and the application of water without breakdown of insulating properties. 4' D. Insulating material shall not require "drying out" r. period following exposure to water, nor be subject to �" spalling due to heat/moisture conditions. E. Insulation materials proposed shall not restrict the a. ? ._: nature of the fires fuel source, nor the fires location t, within the room, nor require any "special precautions" prior to ignition. ;- F. Panelized systems must be installed so as to prevent damage to panel surfaces due to expansion and shall be chemically or otherwise treated as necessary to assure ., the performance required by the specification. END OF SECTION 07200 ' tr, t INSULATION 07200 - 2 }. f r 4� t. Z, NINE 6 �{�t t S. 7•j�irif ajar J, c,#.F$�cY^ F`440itY4 � g� 4ri ktp�918 N�jt�t °s h.yf ', •.t> ��'S+"�'@��J��'1•asTPS ik E"'� i' �,','41 t. + AtM } ;Sr r i ° '� `; .,� + i t '•r,�'i` , �� ,A4it3<K? ; s 2 ;a • t h' ; ,.1 r' .u rEv 1:J: t ,'taC.,. SCR ,rx >x, ' •"i'�an•• �...:•s_ .}.. � '�'_ .,. "f5 ^^:xr.ttxMMaa ..u:al»._r:.. a SECTION 07311 - ASPHALT SHINGLES PART 1 - GENERAL 1. 1 RELATED DOCUMENTS• A. Drawings and general provisions of Contract, includingw General and Supplementary Conditions and Division-1 3i Specification sections, apply to work of this section. 1.2 DESCRIPTION OF WORK: ,}}„' A. Extent of shingles is indicated on drawings and isY,. hereby defined to include units employed as weather protection for walls as well as for steep r oofs. ;;. ° ._ Ail } 5?`: i.�i,?J1y?ri,rU f` TY ASSURANCE: jlNfy 1. 3 QUALITY A. UL Listing: Provide labeled materials wh ich have been •. r{j` tested and listed by UL for Class and Rating indicated shingle type required ` "`?+` r° for each 1. 4 SUBMITTALS: !ft r ;= A. Product Data: Submit technical product data, installation instructions 'and .recommendations from ;f shingle manufacturer, including data that materialsA'as comply with requirements. + " color and B. Samples: Submit full range of samples .for '..r texture selection. After selection, submit 2 full-sizes shingles for verification of each color/style/texture. a selected. ; . . . C. Maintenance Stock: 2% of each type/color/texture shingle used in the work. 1. 5 DELIVERY, STORAGE AND HANDLING: I1^ r. A. Deliver materials in manufacturer's unopened, labeled bundles, rolls or containers. ? ' a B. Store materials to avoid water damage, and store rolled ;4 goods on end. Comply with manufacturer's recommendations for job-site storage and protection. � ?P 1. 6 JOB CONDITIONS: %r A. Substrate: Proceed with shingle work only after ri< substrate construction and penetrating work have been completed. rY LIA ASPHALT SHINGLES 07311 - 1 Y'•� 1lyk.r�ISy''.� �igaT.:F e 4 _ , :Y r '• dpi i y�,4 }':r r i7h}x.� f ,.;r ; '�ilv r S1S i... r r .+<. .;�` 11: r' r S.? S `'S-e.irrR#,aF{ 1�; i-{i'3 .{�� • s.•+1, ,�G t. - l�! T - { r 1 r .y r r.r. i y7h'4n t 'l'rr'rr''fti€�i"j6c''f ire ,,1 ” r;:•. i$ �f!r,f.�'i'a. 7� }b v s. 1} F i i' �x ' i4;' . � r' r, i i i'Ir �t! ei`ti;:j.,?� .*s r>fi. y� �AgSiiA�r.++1.u; B. Weather Conditions: Proceed with shingle work only when weather conditions are in compliance with manufacturer's recommendations and when substrate is completely dry. 1.7 SPECIFIED PRODUCT WARRANTY: A. Provide shingle manufacturer's warranty on installed work, agreeing to pay for repair or replacement of +, ;t defective shingles as necessary to eliminate leaks. 'kFi r. Period of warranty is 25 years from date of substantial1 «' `, completion. .a` PART 2 -- PRODUCTS rit`x: { 2. 1 ASPHALT SHINGLE MATERIALS: 4' YSeA't21':21.4{'.i.3S'it'f:;t b:rt A. ■ it 11 r Square Tab Strip Shingles, UL class "A" , 235 pound: +7'{jai y Mineral-surfaced, self-sealing, 3-tab asphalt K fiberglass strip shingles complying with ASTM D 3018, ,,3 , ,t.. bearing UL Class 10A11 external fire exposure label andsx` UL "Wind Resistant" label. Color as selected by Architect.. 1. Available Products: Subject to compliance with ra requirements, products which may be incorporated in the work include, but are not limited to, the following: x 2 . Products: Subject to compliance with requirements, provide one of the following: Si a a. Firescreen Bird & Son/Genstar building Materials Co. , f b. Fiberglass Asphalt/XT 25; The Celotex Corp. C. Glassguard; Certainteed Corp. d. Brigade; Flintkote/Genstar Building Materials ' I Co. e. Sentinal; GAF Corporation. f. Tough-glass III; Manville Building Materials Corp. h. Classic Plus; Owens-Corning Fiberglass Corp. C. Asphalt-Saturated Roofing Felt: No. 15, unperforated organic felt, complying with ASTM D 226 Type I, 3611 wide, approximate weight 30 lbs. /square. D. Smooth Surface Roll Roofing: Smooth surface asphalt roll roofing, 3611 wide, complying with ASTM D 224 , Type I at all hips and ridges. ASPHALT SHINGLES 07311 - 2 5 r . 1i"'u x�i i ,t^ ;v��. r`i4 f y . Gj�Y� tFty;i't.}tl •-4.,r,;.�a F� t'f}G4'1`r�.'.� yF�x`�t��4�'1�,Z}��!}�*{rtl '^'�'�,7SF;f t ' `S° "jt t 1}�` � �,r� M� i)d[k r v e�F�, ,y t• . 'r� bFp r.t r � �1 1 k'�7 '}`'t.�� t. t' ��t �� .�� Eel T •�,,,_', t 7 ��' C J Y tt N�•x'1� a��v' � 1 i ♦r T, .1� t I _ y f i? M \;.,.t Yr 1{;a tl� ;�.. K t r " +• ��' r. tSt � A, E Hip and Ridge Shingles . Job-fabricated units cut from :y 'h'Via�j�>> ea; F xt< _ actual shingles used. 4µtk��Jaw� g } F. Nails: Aluminum or hot-dip galvanized 11 or 12-gage, sharp-pointed, conventional roofing nails with barbed shanks, minimum 3/8" diameter head, and of sufficient length to penetrate 3/4" into solid decking or to penetrate through plyw ood sheathing. � G. Metal Drip Edge: Minimum . 024" mill finish aluminum . ,;=fir` sheet, brake-formed to provide 3" roof deck flange and 1-1/2" fascia flange with 3/8" drip at lower edge. Furnish in 8' or 10' lengths. " finish aluminum Metal Flashing: . 024 mill fns see . H. Job-cut to sizes and configurations required. I. Rol]. roofing at eaves: "Weather-Watch" ice and water barrier by GAF or approved equal. PART 3 - EXECUTION s.. 3 . 1 INSPECTION: �c A. Examine substrate and conditions under which shingling ''' < t E S4' work is to be performed and must notify Contractor in y 4 t writing of unsatisfactory conditions. Do not proceed with shingling work until unsatisfactory conditions have been corrected. 3. 2 PREPARATION OF SUBSTRATE• ,. A. Clean substrate of any projections and substances detrimental to shingling work. Cover knotholes or g g other minor voids in substrate with sheet metal .'„ " �` ri flashing secured with roofing nails. B. Coordinate installation of shingles with flashing and y'�'�,t �� -•;� other adjoining work to ensure proper sequencing. Do not install shingle roofing until all vent stacks and a other penetrations through roofing have been installed ;w, and are securely fastened against movement. *, r , 3. 3 INSTALLATION: •1��24 j^1irv'8. A. General: Comply with instructions and recommendationsr of shingle manufacturer, except to extent more stringent requirements are indicated. _x. - ' .t.' B. Underlayment: Apply one layer felt horizontally over { entire surface la pp ing succeeding courses 2" minimum and fastening with sufficient nails to hold in place ; ASPHALT SHINGLES 07311 3 :v. .. tom`"°','"'"•'.•... ..'. v=tt- 'a.:,ts;:;r. .� ..;;;.;a,•,.,,.,,. _- . . , t . . N ��t� t-{ a r i s t .. . . . =Y�'��5 ik��+� L�rov(+�-y7��k rn •- t 4 r G} } d,p �F ! {� 1;�.�4.#t+t':2r,t'�` i��sxr`iii:7(r4ii4as6Pxerr✓+� l �l�G�sr�r.��.k�'l''St,�+e.CM/rt�rttr�ata.,�.h_4......,. .._ , t:. r ..M .J[ until shingle application. Apply two layers of feltr over entire surface on roof pitches leis than 4 to 12. C. Ice Protection Underlayment: In addition to felt ;4 7 underlayment, install continuous strip of ice , . protection underlayment of No. 90 asphalt roll roofing along eaves to a point 1211 minimum beyond walk.. line. •: Set in continuous bed of asphalt plastic cement and secure with roofing nails at 611 centers -along all y' edges. Provide 211 laps where required, set in roofing ' r1 cement. If head laps are required, install so head lap occurs 1211 before wall line. .s.: D. Shingles: install starter strip of, roll roofing or inverted shingles with tabs removed; fasten shingles in :.n,r '" :.+ pattern, weather exposure and number of fasteners per " shingle as recommended by manufacturer. Use horizontalkf� t, and vertical chalk lines to ensure straight coursing. 5 ,} E. Comply with installation details and recommendations of shingle manufacturer and NRCA Steep Roo Manual. �t,r P g t^ N F. Flashing and Edge Protection: Install metal flashing, - ` vent flashing and edge protection as indicated and in ' a„ '* compliance with details and recommendations of the NRCA P R > Steep Roofing Manual. r �� 3.4 EXTRA STOCK: . A. Provide minimum of 2% of installed quantity of each ` type/color/ texture shingle used in the work. Provide ° in unopened clearly labeled bundles or containers. END OF SECTION 07311 IL •T� n' • 'k .v� ASPHALT SHINGLES 07311 4 r h M,+' eiTi',.i. � t�.'��'!et'4 ,Y�: (y �+ pP. t { � t t ❑2��ry� �.' k s .,Tl}4�:1�}'�,� G f��.,.Y.,4�.e'� .t 1 k)✓d�`[�s ,tor � F t s. , r .'i[ )4:. , i t'�s r r f�T tats o�'�r s 2`�5'yy� ., 5 }) ; Rr no 9 > v s .h,I i , 1 u. 1 lh Sr c' r : 6!•s r ,#n�'Y Sr 3,/ �.},�? �; Sr 5 '�?.�! t"r ii Vrrt:�k 'i r�t,s'rf f�� r .*t s k r l . .+X"rt t tirr.r y'1'Rf �.FY r.-0i`Ar�.�C.d�i3�Y•)�i-�t, ' r q:l•' (� i ,fit �r �'•' J r t 11�� ttr, t' t , ` jr 't,.� '€ttyc� 7f� {.[.t.n`i..rT.:M3.3.f4.itr Y de4.4}r.A.Z:` .4"k''}3 !tV•/te�MVS.e.rb..ry v....hn'.._...i....l.J..`si!�liF! '"�"!.r SECTION 08110 - STEEL DOORS AND FRAMES ' x PART 1 - GENERAL �v 1. 1 RELATED DOCUMENTS: {J i A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division-1 , Specification sections, apply to work of this section. 1. 2 DESCRIPTION OF WORK: A. Extent of standard steel doors and frames is indicated °. t .< and scheduled on drawings. B. Finish hardware is specified elsewhere in Division-8 . ar�. < ; wazq• r r X r 1 3 UALITY AS Q SURANCE: A. Provide doors and frames complying with Steel Door Institute "Recommended Specifications: Standard Steel Doors and Frames" (SDI-100) and as herein specified. B. Fire-Rated Door Assemblies: Where fire-rated door ) � p f`5.. assemblies are indicated or re q uired rovide fire- , :' ,. rated door and frame assemblies that comply with .NFPA N 80 "Standard for Fire Doors and Windows" , and have been tested, listed, and labeled in accordance with ASTM EL ; �; 152 "Standard Methods of Fire Tests of Door Assemblies" ° by a nationally recognized independent testing and =4, inspection agency acceptable to authorities having t ,•g �. jurisdiction. ti 1. 4 SUBMITTALS: A. Product Data: Submit manufacturer's technical product . b.; data substantiating that products comply with _ ki requirements. {"" Q B. Shop Drawings: Submit for fabrication and installation T s: of steel doors and frames. Include details of each {'> frame type, elevations of door design types, conditions at openings, details of construction, location and installation requirements of finish hardware and reinforcements, and details of joints and connections. Show anchorage and accessory items. 1. Provide schedule of doors and frames using same ' reference numbers for details and openings as those on contract drawings. 2 . Indicate coordination of glazing frames and stops with glass and glazing requirements. rr STEEL DOORS AND FRAMES 08110 1 sy; a 46017!3 °.>."'..o.++. e�-^x-^77 -•-'f 7 "�`"tir�. x •.'c k.s!Y r`r. .�Sj 1tt rr r � ?f .". .i. r , '� t � i{ �t �� i5 �It2CFs F� ". '.RR ' ;� F .dn6 F7 t t"„ t s. i¢�4 T �t'd^r k�` �,� N s' z .�' t •, 'ti N �.��{{x� � ;A t�� i"� ,r Al IS 7:1t;t iv 4 k .PSI t ii4 rl.fkr: •:.� . 5.1� y � t. n(,t :1 si J< C 3t'6'nx: i , ,?i4. .'•I. 1.t '.t Y.Ltr{. '1 {F.':rC.�,�,i .,. ' :`� �1 ty ��;,+9��ir.�lrt,�'. �... �. s of . e t, �..` '1' I-� .i•: { c � ✓,i �r �.tf.s{tt>• wo� t; rk. .:i?v r� �. 'l 4. i:r rr :, � . r .1 Y S�`• �1 }iYi rjn 'Si t','.rt�'.,.s'''7Jf '` 'f`. !?.r t k r S' lY..'tiS .Yrt:. Z. } +v J {:�:y ry ,{J�•i tr t h-? t r �fvFlYrii:.g. t x c kS aR • { ,, t 1....�„-.w.,z�.-.^;}v""r"i<. x .j _....,.�......—..--.. .____ .v----.�. r }' t1,1�1.fj'�t�,�r� .c,j'r �� k� Y�tY'i g a ,q ;4.$ , 1 �{��f�gt�ytrti�g7:• tf° '�ru iP ih 34�, rt> 'S 3�{ r !f' f3 7.Y ..s ' x ,, .:.•f 5 6}, ,� `fi,S f7ArGa�•::ka,+..'sciskte•..,Y..C_�vs..i:.au,airire, 'dC�i�1 J"n ii .".<"I.4ie .5tfz��u h'`�t?+.:'�u�u'S,'n..Allssewktrw::.. - ... .........:•,.zed _r=u,.+ •r: u� C. Label Construction Certification: For door assemblies y. required to be fire-rated and exceeding sizes of tested : assemblies, submit manufacturer's certification for g .} ;4 that each door and frame assembly has been constructed to conform to design, materials and construction equivalent to requirements for labeled construction. �4t 1. 5 DELIVERY, STORAGE AND HANDLING: � ........... A. Deliver hollow metal work cartoned or crated to provide �,.,. f, protection during transit and job storage. Provide `. `. �� %: additional sealed plastic wrapping for factory finished fir Vi- doors. El.,' 01 4 B. Inspect hollow metal work upon delivery for damage. Minor damages may be repaired provided refinished items w work and acceptable are equal in all respects to ne table to ;• cr''. P aY § Architect; otherwise, remove and replace damaged items as directed. C. Store doors and frames at building site under cover. Place units on minimum 4Q1 high wood blocking. Avoid use of non-vented plastic or canvas shelters which .. ;k could create humidity chamber. If cardboard wrapper on 4tit `v';y door becomes wet, remove carton immediately. Provide . ., 1/411 spaces between stacked doors to promote air circulation. xs.' ,M PART 2 - PRODUCTS 2. 1 ACCEPTABLE MANUFACTURERS: F ;5 A. Available Manufacturers: Subject to compliance with y requirements, manufacturers offering steel doors and frames which may be incorporated in the work include; .� but are not limited to, the following: y� 1. Steel Doors and Frames, (General) : a. Allied Steel Products, Inc. b. Anweld/Div. American Welding & Mfg. Co. c. Ceco Corp. f d. Copco Door Co. e. Curries Mfg. , Inc. f. Dittco Products, Inc. g. Fenestra Corp. j'. r' h. Kewanee Corp. i. Mesker Industries, Inc. j . Pioneer Bldrs. Products Corp. /Div. CORE Industries, Inc. k. Steelcraft/Div. American Standard Co. 1. Trussbilt, Inc. STEEL DOORS AND FRAMES 08110 - 2 ; y .. s 4 J 4 ' ��,f" 'r'• t'dF by . c�7P"ti+trrr' r-a.. .N.or ,'ry. �-. ¢tfa�,:y:.yyEp.? �"i�y�S.�tj taFti � .: t�,,x'4 "1i �� f ' �r t r 4�, :.t;at rriL"'.•t ";sflw�sl •;,,;; } i.. l •�. T'T kv. �"pp�bfi,�:.� r fi a;f xt .y Y t z ,i +t :% ;. . S �..S.y rt y. +4Y�.�,Yi.'�. '�`:. ��t "{;a. 4'.: j -.1 '''�'+�y..Y f..•��+''�`'�4'�� 6Y 3 4 �.S r Vy 7 �.1 1 3 / S lA ''f ,�'{ � !1 :t f , 1 l t .Slri i��j��Y>,��:.�T?yf f�el+✓� t a ...r ,fw.v. :.�xl�� 5 a'><`i"'<�1•. � .} , .L: "s^ 1 .� .'s1� � x.� L "l r+�t 4.;�t ''rk�Y 0$, r!. yt' t b .'} .i i` r t �b tL'�z�`�s{T{t`�.t•s"t"1�`S i� f y� , rt�7jlf�( tC �, •1 & S: ,4 ss r.R Yt yti \r ! : Jt 1 s. <<r [1` �„! ,t� s ♦ !l.�k yy It j •L tl az y'st t I rof�n .a; i J .:t 7 ,, r1,; r i "?kSirR.�px r. .F .!`�i f• 11 ' i .,y ;Efi �i' i !t ✓ r ' ?�t r .:{� F�ik�j jwFaG',.t yU i t`. :� a 'y. v �'';. i ii., IFF II d ;i, }t"'• ':,4`,,7d'.t� ""r..a _... _ a{ t Y { x ,fir; off{+- " ,, x `•.} ,,.:n? k'd.+fs'k'%i+Yhuu.>..-.c.a.._...>.....:L'a.ci+,u.,d!wFdnf7ei .M1i^' 'S.; ;. �k a. o.c.,IDi. . �a r t• � C& _t, M. Republic Builders Products Corp. /Slabs. i Republic Steel . 2 . 2 MATERIALS: A. Cold-Rolled Steel Sheets: Commercial quality carbon steel, complying with ASTM A 366 and ASTM A 568. �n B. Galvanized Steel Sheets: Zinc-coated carbon steel sheets of commercial quality, complying with ASTM A It 526, with ASTM A 525, G60 zinc coating, mill ! phosphatized. E C. Supports and Anchors: Fabricate of not less than 18 10 age galvanized sheet steel. ' s standard D. Inserts Bolts and Fasteners: Manufacturer 1Cf � units except hot-dip galvanize items to be built into ;';'',;: . a-;.r. exterior walls complying with ASTM A 153 Class C or D as applicable. E. Shop Applied Paint: ;M ':;<r 1. Primer: Rust-inhibitive enamel or paint, either air-drying or baking, suitable as a base forK 'Y°° +' �.''?' 111 .N.."'YYY111:•••• ��:;�� specified finish paints. n j r 2 .3 FABRICATION, GENERAL: ter' A. Fabricate steel door and frame units to be rigid, neat in appearance and free from defects, warp or buckle, '" ' , .aa . Wherever practicable, fit and assemble units in manufacturer's plant. Clearly identify work that � �= cannot be permanently factory- assembled before ` shipment, to assure propel: assembly at project site. Comply with SDI-100 requirements as follows: fi 1• Interior Doors: SDI-100, Grade II, heavy-duty, Model 1, minimum 18-gage faces. w 2 . Exterior Doors: SDI-100, Grade III', extra heavy- duty, Model 2 , minimum 16-gage faces. r` B. Fabricate exposed faces of doors and panels, including 4; stiles and rails of nonflush units, from only cold- ` rolled steel. C. Fabricate frames, concealed stiffeners, reinforcement, edge channels, louvers and moldings from either cold- r rolled or hot- rolled steel (at fabricator' s option) . D. Fabricate exterior doors, panels, and frames from galvanized sheet steel. Close top and bottom edges of STEEL DOORS AND FRAMES 08110 - 3 � t t `T �� m ."Y"; if'r tr'r4b` a L{Krl yY C ;�.7t aM a,i 1Y 11 t ua b Ins y ?Y st atn'7•r,:}a. rE}} ,• p I YSF .o-* .f9p 151r c f ,Cc. rcz fi' z �rjrj / t r7 x� ^ ¢f� Ify 'a ti n • dig ryi ,:7,'f 4 i • tt c. r t Yt t^ t.a A� a,Yy, iP`"t'f'k., �.• � ,� '•x;. +,t`s''jMl°'iw �+ f t ! t„1't jdil 4� � j/ i tS t rr �.x".+) .ic«.{.,«'17�k��,. ry, icySe4Mt t `'jFt itsa � it �,(," t�t'f t�;`' '�jf.�S,+n•�na r''k7?,? tv: 9t t{ v ,.� "i'�, � ))/.. ., e ` :'l .t.' f ��tbi,°�ty k p ^,f. a 'd ke"a."a,g>„i ..de�ni� �^h. 1!4rF"r. f y exterior doors as integral part of door construction or4 , by addition of minimum 16-gage inverted steel channels. ' E. Exposed Fasteners: Unless otherwise indicated, provide . ? countersunk flat Phillips heads for exposed screws and bolts. c ,, 1. Finish Hardware Preparation: Prepare doors and ,ct; ` frames to receive mortised and concealed finish hardware in accordance with final Finish Hardware : by hardware ' Schedule and templates providedY. '. supplier. Comply with applicable requirements of ? a!: ANSI A115 series specifications for door and frame preparation for hardware. 2. Reinforce doors and frames to receive surface- applied hardware. Drilling and tapping for surface-applied finish hardware may be done at project site. 3 . Locate finish hardware as indicated on final shop drawings or, if not indicated, in accordance with "Recommended Locations for Builder's Hardware" , published by Door and Hardware Institute. nz _ F. Shop Painting: 1. Clean, treat, and paint exposed surfaces of steel .. t. door and frame units, including galvanized "- surfaces. 2. Clean steel surfaces of mill scale, rust, oil, grease, dirt, and other foreign materials before application of paint. 3 . Apply shop coat of prime paint of even consistency ,r4 to provide a uniformly finished surface ready to !' receive finish paint. 2.4 STANDARD STEEL DOORS: +' A. Provide metal doors of types and styles indicated on u: drawings or schedules. 2.5 STANDARD STEEL FRAMES: ;Erg"' a'< . ix7;x A. Provide metal frames for doors, transoms, sidelights, ` < borrowed lights, and other openings, of types and styles as shown on drawings and schedules. Conceal fastenings, unless otherwise indicated. Fabricate , frames of minimum 16-gage cold-rolled furniture steel. 1. Fabricate frames with mitered and welded corners. 2 . Form exterior frames of hot-dip galvanized steel. } STEEL DOORS AND FRAMES 08110 - 4 .il 8 F t •y � h �� la` .Fi j�r�' ' C 'i. 1 1 < , an �5 e 4 'c �'''.i .v�W �',#?�,.�, +}'X,: ��ji�. i Is ,, r t p 1 s ! ` �. .:1 - F r• i'[ ;i> A ��S a �t. FTyt �, t4}}r3 tt t � , .�'4ti c .i 4 S ✓ v f { . YS{kf F.)"�7�y'n'�,5`�. ^,�{F trfaiS,� •itgtfrf jr''(Ri ,t'Cf�`z 't y?• t f t iS, f F yr' a t(;�'r v'r gq ,}, yr,`i..i;,�" rL+ . ��. � .M1w < . t :Yak ' /I � `ti`r r't � �4 .( i��d-�1•� $1 r+` ' V / � C• S/1 ,. �. ...»"rY4Rwr.' ..a....?.:•:,. �IG:.w.dx..rKr;.n•,fax<z"t�i�"�� .,t>. ;,,.;r , ,�.c ».„, 5 .r' 2 Jk Y• �•. t�.�%S�•'t x PART 3 - EXECUTION ,• 3 . 1 INSTALLATION: } A. General: Install standard sheet doors, frames, andx ^" F. accessories in accordance with final shop drawings, ; manufacturer's data, and as herein specified. tt: B. Placing Frames: Comply with provisions of SDI-105 °r "Recommended Erection Instructions For Steel Frames unless otherwise indicated. - F . �7 y4 1. Except for frames located at in-place concrete orr ' masonry and at drywall installations, place framesr , ;'' "' prior to construction of enclosing walls andr. ' .� ceilings. Set frames accurately in position, plumbed, aligned, and braced securely until � � '' '?' permanent anchors are set. After wall construction is completed, remove temporary braces t x t' and spreaders leaving surfaces smooth and undamaged. D 2 . In masonry construction, locate 3 wall anchors per jamb at hinge and strike levels. ,': 3 . At in-place concrete or masonry construction set `' frames and secure to adjacent construction with `r`` machine screws and masonry anchorage devices. 4 . Install fire-rated frames in accordance with NFPA � ?.yr; Std. No 80 it- ar' C. Door Installation: 1. Fit hollow metal doors accurately in frames, within clearances specified in SDI-100. ' ; 2 . Place fire-rated doors with clearances as specified in NFPh. Standard No. 80. 3 . 2 ADJUST AND CLEAN: ` ; µ A. Prime Coat Touch-Up: Immediately after erection, sand _ smooth any rusted or damaged areas of prime coat and t apply touch-up of compatible air-drying primer. B. Protection Removal: Immediately prior to final inspection, remove protective plastic wrappings from pref inished doors. C. Final- Adjustments: Check and readjust operating finish hardware items, leaving steel doors and frames is Fn undamaged and in complete and proper operating condition. , z 4 END OF SECTION 08110 µ ' STEEL DOORS AND FRAMES 08110 - 5 �, err»^^- �. T�""*"""'�"1'+u�y0 .�r ��:: e� _pr-'-^:+: r�s .KH.+.M+.•.•....... :. ..e} � ..�+ ::rt tie = �at+,�,t�yyt.,}WN�cS';Lfl i�dtR'!•.,"?'i7"�.a`:r}t3,#iANW!.c°' - .r(`t y1 1` t�� rt±,-%ii."��ityr3: ,ry• .�'�,�6"{`•5 .{. :y .}l •t _(r � +f t +'..A`ii a�ro yt,.4:.i *,fie,, t �-.��> 'Tom #j` ��la.�''r tr�" '�` t t i '.'';�_ �.�,_ .. ` .'j.p {!S y �r'x it w t(}'"t{fn#r�t{� '•�'t'Y ?,' ,.�t�^'j7Y{�,, � ii}}f .. c f, . x . yt } i i 7 2�n�'i r. �•7r. `P i ` , stSt •7i� d=R j'i��v<'Y'} tax � ,`t i ' � � r 't. s `.Y t a n2Jfk.�.,-�' t g {,�7�1. S�nPttZ #+tl.lr,�lAfr"'4`,}tit },.y.o.,, ,ry -.t 1 .. t .•'J ins 'f .lrw"`��,µ`•`s�i`•.'�. .� .. `xr'•+��t t'�,t:;sF'�+11+�!}!rtiz,,hi. a'= •C fYL..c z V V. v S t ,tt c.r:'rr.t.t.. k��';v� 's.t r f v'c r ' SECTION 08360 — SECTIONAL OVERHEAD DOOMS F. P iris;, PART 1 — GENERAL ] r` 1.1 RELATED DOCUMENTS A'` `A x� R :* 4., A. Drawings and general provisions of the Contract, ,: t including General and Supplementary Conditions and Division-1 Specification sections, apply to work of t. this section. 1.2 SUMMARY . A. Extent of sectional overhead doors is shown on 5 ,{ ; drawings. 1. 3 SUBMITTALS ` A. Product Data: Submit manufacturer's product data, roughing-in diagrams, and installation instructions for each type and size of overhead door. Include manufacturer's operating instructions and maintenance t $ x'0. ..t. .�: data. B. Shop Drawings: Submit shop drawings for specialtxr'' components and installations which are not fully ;: • '{ dimensioned or detailed in manufacturer's data. 1. 4 QUALITY ASSURANCE T '; A. Provide each sectional overhead door as a complete unit produced by one manufacturer, including frames, 1 ' sections, brackets, guides, tracks, counterbalance r mechanisms, hardware, operators and installation Y accessories, to suit openings and head room allowable. B. Unless otherwise acceptable to Architect, furnish ? ) � -: sectional overhead door units and electric door operators by one manufacturer for entire project. 3 C. Inserts and Anchorages: Furnish inserts and anchoring devices which must be set in concrete or built into masonry for installation of units. Provide setting '. drawings, templates, and directions for installation of anchorage devices. Coordinate delivery with other work ' to avoid delay. D. See concrete and masonry sections of these '. specifications for installation of inserts and anchorage devices. ?s E. Wind Loading: Design and reinforce sectional overhead ' SECTIONAL OVERHEAD DOORS 083610 — 1 SERVO st z . W ld ' 'j3' `1 t yy>s'ii�Z.*t rY�' t .t „. L"�, S Si! t£tr { ] ) ( t t � C tr r '.:It•^ei 1`Yt�Fi r�33",�'} +•ii�.! l .' �,. �;��{'rr"{A{� ifT. ,��a +..C}��.y+� .,� , , tt. ' t C .i! 4 i r l. {! iA Z tt ��i t��i ,tE� 't: ik''J� :�. ��"2`� � �t !i5 x .,rj `t �y.�+t} .,, t r , „ � ,7y..�,,�:r •. xo � „- . dal'• Kill I I "^w "p ,i .ti�'r j�a t, t : t},. { { ,, .,. _s .., a.jf st#'j.?�'" � �F •f�l' 'r, k� � `�� i9 §j F'j�s`t 2ss'��.7a 3��'r�i ?!d j .` � , , � f • ..F:1. `..' ,. 5 f"r f Jlkati. �ijti�b�•�i�; � a L �yu f -[. �, 5./i.i \ tits � },,��, s ...• SST s ;?g doors to withstand a 20 lb. per sq. ft. wind loading ' pressure. =, PART 2 - PRODUCTS s_ r `y 2 . 1 ACCEPTABLE MANUFACTURERS , /4 A. Available Manufacturers: Subject to compliance with h•; requirements, manufacturers offering products which may be incorporated in the work include P , but are not limited to the following: = 1 1. Clop ay overhead a Ove Door Co. 2. McKee Door Co. , 3. Overhead Door Co. � '4 ,�i�.... t' 4. Raynor Manufacturing Co. 2 . 2 STEEL SECTIONS A. Construct door sections from galvanized structural7' `,_.'AF, quality carbon steel sheets complying with ASTM A 446 Grade A, or ASTM A 526 with a m ' inimum yield strength � fw•�`�:�'r��; of 33 , 000 psi, and a minimum G90 zinc coating complying with ASTM A 525. , B. Fabricate sections from a single sheet to provide units ±`. not more than 2411 high, and nominal 2t1 deep. Roll horizontal meeting edges to a continuous shiplap, rabbeted, or keyed weather seal, with a reinforcing flange return. C. Enclose open section with 16 ga. galvanized steel channel end stiles welded in place. Provide intermediate stiles, cut to door section profile, spaced at not more than 4811 o.c. and welded in place. D. Reinforce bottom section with a continuous channel or angle conforming to bottom section profile. ' E. Reinforce sections with continuous horizontal and diagonal reinforcing, as required by door width and design wind loading. Provide galvanized steel bars, struts, trusses or strip steel, formed to depth, and bolted or welded in place. F. Finish door sections as follows: 1. Pretreat zinc-coated steel with a zinc phosphate conversion coating after cleaning. 2 . Apply manufacturer's standard prime and finish coats, applied to interior and exterior door SECTIONAL OVERHEAD DOORS 08360 - 2 I: t :a } } }C r f 1seF{`'i• t t t c r t 'S .r 1 1 0 oe 5''�t.f¢�;i• A ,�+,�.��';xS:t ya `r'# � r•'t'"'",,� a ai r ' ;� c' � {..}� 'r, a t�'� �. { . a..o��+st��r•ds � t+ 1'Lz`._�r "4 Sy? �• ."a � v�.a i. �wrr<f i v 7..,. i +. °a rt rs^ "^++ � ` yg4u,± �, r y y � .; ps�✓ li,' � r Mf r.t.. ., t._ '..;. U7 i rs r tti,'� 1�:F� ,z,Y�'v'*Ys �� ",} .�' rs''� •4.: �3� l`" ` 5 'J.>Y tri bjl� i}tfr`rrr# ,'fa i. ��.. . Y'"4� g.� �� "`o'�+.f� n# •:' � + ;i` .! ?r. t.,�•?�.� #. v� t r k1 t .,.� r.. ..r_ ,{ u r ,. y. f sT.•'��..rc �.. rfiy'+ :ir �r � FF)ttf''�.t'�''� rw.}�,}p,�# FA t.. .S TI �t1; '.F'. � S s t 't�r f � rr ; .,ro;'r !�t'}s5�,ti"��r��r.�,';`i9'i`�z•.:4, } ';jP' .;e i' .j Ff s. 4 .. s ! '.� ` 1 'rgf.7,: 1 at`; .s#3+rs�?<3�'��,�"'l Lr�'w��rY }6 t4r c ..,t• {ti.«t1�+i �„ Pam+".�.' 1 1 ,f F♦.:µ�..r•� y Y t ={d ? r ' .�rust �`��`°F"< i , 'i y •��, 6 3 , faces Architect. Color to be selected by 2 . 3 TRACKS, SUPPORTS, AND ACCESSORIES tf iv A. Tracks: Provide manufacturer's standard galvanized steel track system, sized for door size and weight, and designed for clearances shown. Provide complete track ::. .. assembly including brackets, bracing and reinforcing for rigid support of ball bearing roller guides, for required door type and size. Slot vertical sections of track at 211 o.c. for door drop safety device. Slope tracks at proper angle from vertical, or otherwise design to ensure tight closure at jambs when door unit 4 is closed. Weld or bolt to track supports. 1 .';':.�l y�.alt.' ,r •, ;. B. Track Reinforcement and Supports: Provide galvanized steel track reinforcement and support members. Secure, reinforce and support tracks as required for size and weight of door to provide strength and rigidity, and to • ensure against sag, sway, and detrimental vibration during opening and closing of doors. C. Support and attach tracks to opening jambs with continuous angle welded to tracks and attached to wall. Support horizontal (ceiling tracks) with continuous i=t angle welded to track and supported by laterally-braced attachments to overhead structural members at curve and r�^{4 ?N ��YY"� •• t_ E,•r ' .. end of tracks. HARDWARE A. Provide heavy-duty, rust-resistant hardware, with galvanized or cadmium-plated or stainless steel t.f vu i fasteners, to suit type of door. fir, a B. Hinges: Provide heavy steel hinges at each end stile and at each intermediate stile, per manufacturer's r* recommendations for size of door. Attach hinges to door sections through stiles and rails with bolts and lock nuts or lock washers and nuts. Use rivets or K' self-tapping fasteners where access to nuts is not u., possible. Provide double-end hinges, where required, :i for doors exceeding 16'-011 in width, unless otherwise recommended by door manufacturer. 3 C. Rollers: Provide heavy-duty rollers, with 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 roller tires to suit size of track (311 diameter for 311 track; 211 diameter for 211 track) and as follows: ,i SECTIONAL OVERHEAD DOORS 08360 - 3 % r. •' �'C 4.t1; . c 4';.,. , t r r .,` .-• , it! 3p dt�5.turd r'Y 4 Q r' `�i !' ' ft`ao-3�x t'�,•�.�;F,ya}9�S f� t s t *' r ye.*---"^'+.q{` v "r'...c. -^,^ir -�.v �__..-._�..-.. .r•-_�.w-..-+ .r— ?�o r. �_.-----_._��t�^t�i� �+ f x ~Gl h T �. 3.��k4 ,Sk`a' s.� s .�f 111.c=:.: L+,rthr,.,.e.J•...w-P+:,....,, ,<...._. ..c..�..u. .b-.'d;}Y➢.wrMr�w'igsi ' t res for normal 1. Case-hardened steel i , A installations. ' t . 5 COUNTERBALANCING MECHANISMS Han door assembly for operation by A. Torsion Spring: get..,,.: y torsion spring counterbalance mechanism, consisting of ,•Sa. s'' r adjustable tension tempered steel torsion springs on a case p� mounted -hardened steel shaft, and connected �7 {4ia to door with galvanized aircraft type lift cable. ,: B. Provide cast aluminum or grey iron casting cable drums, grooved to receive cable. Mount counterbalance Ses;di;�ifi'sl6'S;sr mechanism with manufacturer' s standard ball-bearing mid- brackets at each end of shaft with one additional point bracket for shafts up to 16' long and 2 additional brackets at 1/3-points to support shafts aver 16' long, unless closer spacing recommended by `r door manufacturer. /lp y k1} t EXECUTION PART 3 - 3 .1 INSTALLATION LJ A. Install door, track, and operating equipment complete ►""� with necessary hardware, jamb and head mold stops, :r w' J anchors, inserts, hangers, and equipment supports in accordance with final shop drawings, manufacturer's instructions and as herein specified. �N g at not less to framing B. Fasten vertical track assembly :,,5•; than 2411 o.c. Hang horizontal track from structural overhead framing with angle or channel hangers, welded and bolt-fastened in place. Provide sway bracing, diagonal bracing, and reinforcing as required for rigid installation of track and door operating equipment. ENV, installation including work by of C. Upon completion � nc ng doors to other trades, lubricate, test and adjust 1. %,idEw' a w operate easily, free from warp, twist, or distortiondw>>. and fitting weathertight for entire perimeter. '<`' END OF SECTION 08360 SECTIONAL OVERHEAD DOORS 08360 - 4 'Y1 , , Y h. fL.+ r. kVt.tlPttS � +, 01 'at - t n �'� �"d f tic 3}•*`iX" iw: • t t j.- a , x r } �}t�F s it d t�t��.�},>„��X��r; Y .-r �' f' .:c tt t •.,fr ' .. .. .}; r ' �'� d�-'t a1J�'y�a,3', { t. r ` SVkt t .w1 i AyK3£.,:Ri' kt��S 4 t` 1'N a s s ` F•Na. �4 SECTION 08710 - FINISH HARDWARE a� 4s PART 1 - GENERAL '"' y 1. 1 RELATED DOCUMENTS: A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division-1 :.. Specification sections, apply to work of this section. 7. 17 1 1. 2 DESCRIPTION OF WORK: tt A. Definition: "Finish Hardware" includes items know commercially as finish hardware which are required for swing, sliding and folding doors, except special typesX,`t.AS; . of unique and non-matching hardware specified in the same section as the door and door frame. � ¢ B. Types of finish hardware required include the following: 1. Hinges. ;+,,••R; 2 . Lock and latch sets. 3 . Door Check latch. 1.3 QUALITY ASSURANCE: A. Manufacturer: Obtain each type of hardware (latch and lock sets, hinges, closers, etc. ) from a single -r manufacturer, although several may be indicated as offering products complying with requirements. , B. Fire-Rated Openings: Provide hardware for fire-r,elated k openings in compliance with NFPA Standard No. 80 and local building code requirements. Provide only hardware which has been tested and listed by UL or FM F for types and sizes of doors required and complies with requirements of door and door frame labels. `'tix vr' 1.4 SUBMITTALS• A. Product Data: Submit manufacturers technical product data for each item of hardware in ,accordance with Division-1 section "Submittals" . Include whatever information may be necessary to show compliance with requirements, and include instructions for installation ;r:": •,.� and for maintenance of operating parts and finishes. B. Hardware Schedule: Submit final hardware schedule in manner indicated below. Coordinate hardware with . °; doors, frames and related work to ensure proper size, , " FINISH HARDWARE 08710 -1 V Y ��^ M' ,.., r 1 7 ✓"t� fitt;; Kr "r y '! . t. Ls.. gy!"h� ''y,i �..�.i`'S `i�J��.C}1�S d,s-Si# �v,�. tr t iej'.1 . y '' ,,,{ �.�i' �� i� ti�rr��a t•'�7 s�.` . ,� ,'IV t ar f/y�ayr 1�1 e}ki r�}v j rf � .iq s •• ,` � .� � `f t , - , CIA { yS'S� t 75,''$� .ti 1 4}...f �`•; 4 .>, t:: y t f t ) zrr�~5 �'�' ,�'�� k77 77 -0 .'1,ZZZz to ensure proper size, thickness, hand, funct ion and finish of hardware. Final Hardware Schedule Content: Based on finish hardware indicated, organize hardware schedule into "hardware sets" indicating complete designations of every item required for each door or opening. Include the following information: 2. Type, style, function, size and finish of each hardware item. 3 . Name and manufacturer of each item. r. PART 2 PRODUCTS 2 . 1 HARDWARE: A. Selection and ordering: Furnish finish hardware as indicated in hardware schedule and in such amounts as provided for under Allowances in Division 1 and other general provisions of the Contract. ...... B. Responsibilities of Finish Hardware supplier: 1. Submittals: Provide through Contractor required Product Data, Final Hardware Schedule, and samples his section as specified in Part I - General of- t , unless otherwise indicated. 2. * Construction Schedule: Inform Contractor at earliest possible date of estimated times and VVI dates to process submittals, to furnish templates, to deliver hardware, and to perform other work associated with furnishing Finish Hardware for purposes of including in construction progress schedule and then comply with this schedule. 3 . Coordination and Templates: Assist Contractor as required to coordinate hardware with other work in respect to both fabrication and installation. Furnish Contractor with templates and deliver hardware to proper locations. 4. Product Handling: Package, identify, 'deliver, and inventory hardware as specified in Part 1 General of this section. 5. Discrepancies: Based on requirements indicated in Contract documents in effect at time of hardware selection, furnish proper types, finishes, and w Q quantities of finish hardware, including fasteners, and owner's maintenance tools; and 4. furnish or replace any items of finish hardware resulting from shortages and incorrec t items at no cost to the owner or Contractor. Obtain signed u . FINISH HARDWARE 08710 -2 M T -7T 0 , -7- 7 receipts from Contractor for all delivered materials. -qn,% C. Responsibilities of Contractor: F. q� Submittals: Coordinate and process submittals for Finish Hardware in same manner as submittals for other work. 2 . Construction Schedule: . Cooperate with Finish Hardware supplier in establishing sched uled dates for submittals and delivery of templates and finish hardware. 3 . Coordination: Coordinate finish hardware with other work. Furnish hardware supplier or d manufacturer with shop drawings of other work I zr where required or requested. Ve rify completeness and suitability of hardware with supplier. 4 . Produc t Handling: Provide secure lock-up for hardware delivered to the site. Inventory hardware jointly with representative of hardware supplier and issue signed receipts for all delivered materials. Any hardware items lost, damaged or stolen after being accepted by Contractor shall be replaced at Con tractor's expense. 5. Installation Information: The general types and approximate quantities of hardware required for this project are indicated at the end of this o establish Contractor's costs section in order t for installation and other work not included in allowances. PART 3 EXECUTION 3 . 1 - INSTALLATION: A. Mount Hardware units at heights indicated in "Recommended Locations for Builders Hardware for Standard Steel Doors and Frames" by the Door and Hardware Institute, except as specifically indicated or required to .comply with governing regulations, and except as may be otherwise directed by Architect. B. Install each hardware item in compliance with the manufacturer's instructions and recommendations. Wherever cutting and fitting is required to install hardware onto or into surfa ces which are later to be painted or finished in another way, coordinate removal, storage and reinstallation or application of surface protections with finishing work specified in the Division-9 sections. Do not install surface-mounted FINISH HARDWARE 08710 -3 F"1 ,7 ,Tli N lit % iz, r .. 4 tk rFj }L ��.•. .ab.. s . sF t �Fn}3 -,t.0't...�: -�..h.•.G ,ft,.. 7S t5'.h.,:, 4tr.3 tix+s..�w.............._.,.. ..,-. , .i,s,.. .dk..fa.:,idc .. P7 items until finishes have been completed on the ` substrate. C. Set units level, plumb and true to line and location. 4 ,, Adjust and reinforce the attachment substrate as necessary for proper installation and operation. { D. Drill and countersink units which are not factory- prepared for anchorage fasteners. Space fasteners and anchors in accordance with industry standards. rg ' 3 . 2 ADJUST AND ,i CLEAN: A. Adjust and check each operating item of hardware and `t�> each door, to ensure proper operation or function ofa{y; ;* 3 every unit. Replace units which cannot be adjusted to �'nz"r - operate freely and smoothly as intended for the application made. r Wherever hardware installation is B. Final Adjustment: made more than one month prior to acceptance or t occupancy of a space of area, return to the work during rf, t the week prior to acceptance of occupancy, and make final check and adjustment of all hardware items in � Y, such space or area. Clean operating items as necessary ., •'; to restore proper function and finish of hardware and I doors. Adjust door control devices to compensate for final operation of heating and ventilating equipment. 3 . 3 HARDWARE SCHEDULE: r Group 1: Doors 100, 101, 102 , 103 , 104, 105, 108 , 109, 200, F :• 201, 300 each to receive: ` 1 1/2 pair butts 1279 US26D 4 1/2 x 4 1/2 Hager (or ; approved equal) •��+ LJ f• ." 1 latchset 8U15 oB US26D Sargent (or approved equal) , , Group 2 : Door 107 to receive: A7 pair butts 1279 US26D 4 1/2 x 4 1/2 Hager (or rM approved equal) 2 flushbolts 45BB26D Ives (or approved equal) ;= FGroup 3 : Door 106 to receive: 5 r: •. Standard keyed ratchet "lock by overhead Door ;e 4 Manufacturer. FINISH HARDWARE 08710 -4 P t S°• .' ,..«".«'fit,_,•�•r+�S'.F!`x2' rsiSx y? 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''t`t+".'J•l�'et`"_?�l;ir ;,+r''! ti f..f,:... tn},awrftr�,l.,ya..$�Yr; «rt,t:,yiJ��}> �3. :fx�tsa.ft..zr..'r<�r"t ,p 3e:�Cr b:rr�,•.:r.fr,,, r ,F, ,p,t la ,. t t'• i ar''a�`:�F.,••�,•}tj..,.r�:c��w rr 3}.•54h,t,7G f ,p:, y�'i.;�p�: ,: ^;sr�{�'�r.n,�•,�.o ,r�'��,�`.tx,,,a•t�,5."..�:'' + 11�� t" t�)';t:+!` �'' �i +'. •,5 F:Q w '�, r '", r'r,r±�. ,t•t�� i�4tY, 7 _ `xis �t.t t� � ,.�"•.`�.,f.`;�+'�-., rrkia h�a 5'n. =f�1v; t .� 5•'t,>i�'t�i..r t r�, a _ .,5}:.,, �.. .tea. .s??�'F;nN S,1 r�;'t"•nv + f"1 1 , 1, Jt 'Ct'� C'i J''..t.•1. rSl a,fJ"tr �,tj:!n r� � ;iy, '7�g� T:��`»r:Vi'i,". :i .f•x.; � ,•1:.{'+''4 „l1-:;;...r.;i�...}:: t r 4'' ”""` y S r ^�'.r ,t .M$r.r.'v•x.111.i� �:;`�`'rYt�ta-`,� •3n•`t,t�'� .� .>,�1y.;�`•i',. �+;�'.,t_;.•� e„fi ar�{,F4 a, 1�'fb �L,S,,. � r AWN 1` +d,,Y{•lr.{ r pn:. tj'" 4, + _;trt+. +r ,•;,:v r} j' +��,�' ;•!v�';'�''Sf -��; .,�, ys�;en�y%f, fi a r.tr p.{ r't•, f .�k. P � 72 4d:. .;L(-v?�'s� ti „. 'r� W:'�. ,(t`'yt�fl+ a p'::a;'?•;`�,�,..5.,u-�.p at'� t gill ."i 44<+;r, ,4 :s"h'`I'+.f't"1 =sZlrt 4* S' •:, ;�.1• _}r ,v1�.t,'.P :s '�. `d n� t.fi,• y�,l\�}. a �. . a '�5.at ry ' t.. F r �p+'� $5, +: i r� :1.< �- i{'t;.v��{� �,�; ��'rrtS r i r:' �r�r!`�'�}:t�•'" � [ 4 , . .y. r j� 'Y pt•t,,ya�rl,";1�,?'';f �y4�n kr�".rfge t�r� •{:S,��rad, a•` �� u r�fia , M}' • •�.{,;# r.",L'�,'�Ja�`'^: !f y j, `• { � t . �1 ��r t t � �,t 4 w ;r+.?,tli�';n+"`� � t $�' y " ��,j �;•�k, p, •.4°�,u*yL .5h,.<:Mbri ,� � {:'�h r'``C1�r ��'$t'='fit 4�' y;� y,f C �+ t yt .,,y1;. q C ,�;�,i t }�:y ?tG'f`a- � b"�1r�� hid .S��.. � .`!^. r;}, �.r•' .;, � �,:• �.,.� ,,�i �, t �.3 ' r ! .. a m'�•.. ,., yf.R,�}t �.sa, �4 a yygl°��t � � 5 "d��R'��'�i'g; t''�� d'�Hti'eii�'� t { s t •�,}�v,,.,.i r:` k;S�'7 •f P�•• •.�°{�*`°te t rrS,J4,,�,r�7 ..t r ;y �P --;t !. M".MlE. tS:• 'r_<_..},nMkh�itr�ciFM:.�^1 (�E,. � ii SECTION 09900 PAINTING PART 1 GENERAL ii 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. 1.2 SUMMARY A. This Section includes surface preparation, painting, and finishing of exposed interior and exterior items and surfaces. 1. c;A FAI Surface preparation, priming, and finish coats specified in this section are in addition to shop priming and surface treatment specified under other sections. UN B. Paint exposed surfaces whether or not colors are designated in "schedules, " except where a surface or Via, x material is specifically indicated not to be painted or tix is to remain natural. Where an item or surface is not specifically mentioned, paint the same as similar adjacent materials or surfaces. If color or finish is not designated, the Architect will select from standard �jk colors or finishes available. C. Painting is not required on prefinished items, finished metal surfaces, concealed surfaces, operating parts, and labels. 1. Labels: Do not paint over Underwriter's Laboratories, Factory Mutual or other code- required labels or equipment name, identification, performance rating, or nomenclature plates. D. Related Sections: The following sections contain requirements that relate to this section: 1. Division 5 Section "Metal Fabrications" for shop priming ferrous metal. 2 . Division 8 section "Steel Doors and Frames" for shop priming steel doors and frames. 1. 3 DEFINITIONS A. "Paint" includes coating systems materials, primers, emulsions, enamels, stains, sealers and fillers, and PAINTING 09900 SAM ,t4 I ty AV a N r � .i Rbkit;�.•r-•.,.-waraJ�as7i,t.»...ti}'d4l..w�.amaM!k'k�L( i ., `c�6k.'.°-4f „s. .,:.r$.,,NS�.J...r,�cA�.,h:HkkM.» f' Ss>�k i 4 F•' xi other applied materials whether used as prime, „ . intermediate, or finish coats. y#. 1.4 SUBMITTALS ; `. A. Product Data: Manufacturer's technical information ' y , . label analysis, and application instructions for each material proposed for use. B. Samples for verification purposes: Provide samples of ' r1. each color and material to be applied, with texture totk ; simulate actual conditions, on representative samples, ?,; of the actual substrate. Define each separate coat, �,tz r including block fillers and primers. Use �,. F representative colors when preparing samples for review. Resubmit until required sheen, color, and ±' texture are achieved. t- ' 1.5 QUALITY ASSURANCE 1 •. 4( Y . A. Single-Source Responsibility: Provide primers and undercoat paint produced by the same manufacturer as the finish coats• B. Coordination of Work: Review other sections in which ' " t, • riA' 1 rimers are f. P provided to ensure compatibility of the total systems for various substrates. On request, furnish information on characteristics of finish ` materials to ensure use of compatible primers. .:. C. Material Quality: Provide the manufacturer's best quality Y trade sale paint material of the various coating types specified. Paint material containers not displaying manufacturer's product identification will ' not be acceptable. k.: .` 1. 6 DELIVERY, STORAGE, AND HANDLING A. Deliver materials to the job site in the manufacturer's ` original, unopened packages and containers bearing manufacturer's name and label and the following =f` information: i I. Product name or title of material. 2 . Federal Specification number, if applicable. 3 . Manufacturer's stock number and date of manufacture. ' r 4 . Contents by volume, for pigment and vehicle constituents: 5. Thinning instructions. 6. Application instructions. 7 . Color name and number. PAINTING 09900 - 2 1 rp( t�ja*p p t< { t f r Pra ! its i �• Z T d{t r (.,, + a ;. r1F**N FY } ,�. .� !� t l! }.:H rat rft ktr i,y�t1t ��t!{`ttyr Eti• �irS� rv�t�'Efi•'ft?� s'�: is. �r'�5`�'•;.,t'f ?? ��{'J{ Sa t zT: .S.0 . a > }. �..t ..'a .-'"x .`i v'� a Y{r� ;.�i l r'�.Y .f.,� }$}t�n 1 I� .� ��bx" t 3�Y.l"S fk R$l f 7�1 � 1 Y y l 1"! ('}. e� x f] �� f• 1 ?t�ty'2�`xxfi'frsJ lrir I! '.!SCA `� tt {�rk{31N rt yr Ci ti {p c 1 g.. 14 :.v t � �1 � rye rfS Ffttl}f�� fi{h1��43•{rC"'r ham✓: ]f S 4171 X 11 f1 ' t '.•1 •1 t 1 ? .. of j I `a✓;�,>,2 x s '+ t � � n, y �. b. st x4,Fna e4 t qr 4Tr.IW ..n e 4 ! _ 3 '`t :: } �t.: ttx t'�` J. iJ {. ,.r+ J �f," �.��il�(kq�,�+a�y`�•+� � + 3�F J t -t" '.2 Si @1Y, v.`�,dY f, } J {�•.,t}w d�/.s "``' '3 'y v a. t::..�s ;1'�� 1�J:'stra+n«....._...:':y.._...w..w,.w..."7,.n.:::.tns..:J.aesilir;t+S a�lt��z. �g �`r V4 .e. �• t�9 'yyl'y}Si.ii B. Store materials not in use in tightly covered p, + containers in a well-ventilated 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. ti x y. 1. Protect from freezing.: Keep storage area neat and orderly. Remove oily rags and waste daily. Take n necessary measures to ensure that workers and, work areas are protected from fire and health hazards ` resulting from handling, mixing, and application. ;! ?: y� t. ..rte.•>, 1. 7 JOB CONDITIONS .. A. Apply water-based paints only when the temperature of PP ,t�� surf aces to be painted and surrounding air temperatures , are between 50 deg F (10 deg C) and 90 deg F (32 deg y^< ) r,�tea�f• LJ B. Apply solvent-thinned paints only when the temperature '.' ! Fi\��T�fitdYlNt of surfaces to be painted and surrounding air ; temperatures are between 45 deg F (7 deg C) and 95 deg '"` ' ' F (3 5 deg C) . F }`a .t AL. C. Do not apply paint in snow, rain, fog, or mist, when the relative humidity exceeds 85 percent, at temperatures less than 5 deg F (3 deg C) above the dew point, or to damp or wet surfaces. `''' ' Q 1. Painting may continue during inclement weather if surfaces and areas to be painted are enclosed and heated within temperature limits specified by the during application and drying : ' ' " g lication PP ' periods. ' y f' PART 2 - PRODUCTS 2 . 1 MANUFACTURERS .p A. Available Manufacturers: Subject to compliance with , requirements, manufacturers offering products that may be incorporated in the work include but are not limited to the following: 1 . Porter International (Porter) ;+ 2 . The Glidden Company (Glidden) . ► 3 . Benjamin Moore and Co. (Moore) . 4 . PPG Industries, Pittsburgh Paints (Pittsburgh) . 5 . Pratt and Lambert (P & L) . 6. The Sherwin-Williams Company (S-W) . v PAINTING 09900 - 3 �. •i .Tn�,Y� �r;J��rge{��W.J � ; .i r�w(f ,+,. .t:: ... 1't..�'��`{9 n�ti.. td i ta�� k"'"'�'p¢n '�"� �.�;r, �•Si'i'tX,4t'!rr,', i. 1:' FS t NO . .�'r...to �...�-�.^- .- ...,p.w..rw..—..-.--..-.-^.^.-y-- 'r-r-"----"-- s; ry ��• y r.y Fla (s .i, {r : s :, [, t•tY rkr}rJ��`��, j' ;tz i Oki` .•�'3c 4J4r$p` 'dyti;+ .' ti pdA,s "rt�+k"x*.xrr _ -.. .,......_.{_....,.»...iLta?�.ht". i�.�,, t PART 3 - EXECUTIONr 3 . 1 EXAM ; INATION and conditions under which ch p ainting Examine substrates :. .;< will be performed for compliance with requirements for a lication ` '. application of paint. Do not begin paint pp until unsatisfactory conditions have been corrected. } will be construed as the "�' �' j''#- 1, Start of painting ?=YN 5 conditions s ' Applicator' s acceptance of surfaces and condi particular within a p ar r N, 3 . 2 PREPARATION A. General Procedures: Remove hardware and hardware accessories, plates, machined surfaces, lighting fixtures, and similar items in place that are not to be � ' . painted, or provide surface-applied protection prior to surface preparation and painting. Remove these items Ull if necessary for complete painting of the items and g p painting adjacent surfaces. Following com letion of p .., operations in each space or area, have items reinstalled by workers skilled in the trades involved. A 1. Clean surfaces before applying paint or surface Y treatments. Remove oil and grease prior to cleaning. Schedule cleaning and painting so that .rr ` dusty and other contaminants from the cleaning '' process will not fall on wet, newly painted 5 , surfaces. 3 t. .: B. Surface Preparation: Clean and prepare surfaces to be painted in accordance with the manufacturer's <``{1 instructions for each parti ular substrate condition ��• and as specified. } {} Provide barrier coats over incompatible primers or N remove and reprime. Notify Architect in writing `? of problems anticipated with using the specified finish-coat material with substrates primed by others. 2 . Cementitious Materials: Prepare concrete, concrete ,; masonry block, cement plaster, and mineral-fiber- it ; reinforced cement panel surfaces to be painted. Remove efflorescence, chalk, dust, dirt oils, and release agents. Roughen as required to r� f.:,. q remove glaze. If hardeners or sealers have been used to improve curing, use mechanical methods of surface preparation. a. Determine alkalinity and moisture content of �. 09900 - 4 PAINTING t +t Y,^1',t+r..�..1h. 3•ua ^;,° :.+.'K�, t rr + aatMA+.."'"^` F. 1 s`^^.-' ,.p[.3c >.� A, .f. ,�r '.� f �,4 .,'.t•'' [t. fr�t��t.��;r"s'`a�r��.;rM''+' �� t z � . 'Vow WAR r � J1 t v ,}yhrvrtN�?.lEGK} d,•.{a�y :, r . Rf r i}J. 'flvRket+n..w.:.wu.......,.:.:s..wsua.miw„wtw.,..'fiv#:Y«1v..�'.7�ka�.',.. _ .rir.. .t",,.'C�`,; l �;oc.i.•,,N,= ,..,,..,.a ....1._s.a..�S,�+�.a..f:a.s'��' s 3: aces b performing appropriate tests. If pt, ;• ,Y,�.� surf y p 9 surfaces are sufficiently alkaline to cause '' blistering and burning of finish paint, ' correct this condition before application. �� , Do not paint surfaces where moisture content ; exceeds that permitted in mantif acturer s f' printed directions. t. 3 . Wood: Clean surfaces of dirt, oil, and others ,f s foreign substances with scrapers, mineral pirits, x . 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 ; }; application of p rimer. After P rimin g fill holes and imperfections in finish surfaces1 z r plastic wood filler. Sandt',r'`` with putty or i smooth when dried. }' b. Prime, stain, or seal wood to be painted delivery. Prime edges, immediately upon ;,�'•, undersides, and backsides of '- ends, faces, un wood, including cabinets counters, cases, �'`�",��{•�`"" and paneling. �5<��, '• C. When transparent finish is required, backprime with spar varnish. d. Backprime paneling on interior partitions , 4ri ,fi' where masonry, plaster, or other wet wall construction occurs on backside. £ ! ?t;.. 3 • ,tx e. Seal tops, bottoms, and cutouts of unprimedfk; ':, wood doors with a heavy oat of varnish or vy {pµ+pryq� sealer immediately upon delivery. 1- `.,•r` 691 .�i k'�' 4 . Ferrous Metals: Clean nongalvanized .ferrous-metal �Yp` surfaces that have not been shop coated; remove q 4' oil, grease, dirt, loose mill scale, and other foreign substances. Use solvent or mechanicalr;: cleaning methods that comply with recommendations w y��•' of the Steel Structures Painting Council. s a. Touch up bare areas and shop-applied prime . oats that have been damaged. Wire-brush, c � s + *' clean with solvents recommended by the paint . ^'rs w( 'ra manufacturer, and touch up with the same ;:. ;;. primer as the shop coat. ,. .i;.: 5. Galvanized Surfaces: Clean galvanized surfaces s - ' with non- petroleum-based solvents so that the K surface is free of oil and surface contaminants. r• Remove pretreatment from galvanized sheet metal fabricated from coil stock by mechanical methods. t 4; 09900 5 PAINTING N`_" ..'.j , .•., Tit u i �S�tk' .a ,: ^"---.+.wrw�ey;�,i�',J,J"TM ',h'�}i;:`?`:1: tt ..a,:,ff' ++.f-SSi':iq:.!y'�' `i;R',t'•%�+MS� ,,'Y .� "S r::.is�yr'fy..: :F, !A�'�y ,." } ,�= r .wA 3�tpx,,t::�a"l�. �`.'4rPi3v'�i..0":=1.2{f+J.7At4':�;r�:£:i�'{�'..'i .s •fit(. 1 y }�' f..+ ,r x litv' #ik4vy �� hk i .dA �a�h s;a�t S N1 � .��, C , { •. r iti '(!. � fr tP 7}x ri'+v'��,t� �`la .t .�` W;. .,•j� 4��Fnh,.� � sE} ; fr ) `..% - ... ..... � :t. ? r r jf�T°t�isZ�r1 '�„} y !fin '8'° t+:? �'}�X„cy,rtraY'' •'t !Y=r'” * 1,: ° i :1 ; .a, 777 . "t:4 g} ;,'£+;'•,•,��i"y x�, Ft.77 j'k§�(� '��r 3��, ' t .. Y .t� I z - 1�" ,a 4,..1� ��` c�9"' ':f�l°�'�l'1�rT^; +�fr��2'�j� 1. r r '{ is' z>ti ,. :F,1��t .tf.�x+ , 1t �14�;5�'<3'��!^1"f FS�3•. 57 lr :X hs 1 ' kvx)g�?tt3 Y�+ul,,¢a�� i� +J +.rtf+• ,i a .; . :`. 7 311 111 9: w t r :e C. Materials Preparation: Carefully mix and prepare paint materials in accordance with manufacturer's directions, r ` 1, Maintain containers used in mixing and application of paint in a clean condition, free of foreign fix, 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. Remove film and, if necessary, strain 4 ``�'_' material before using. a .. 3 .3 APPLICATION ' Pp :... A. Apply paint in accordance with manufacturer � I. 7 ; directions. Use applicators and techniques best suited '��y for substrate and type of material being applied. .4h ,r..:. B. Do not paint over dirt rust, scale grease, moisture nit+f 4 `x= scuffed surfaces, or conditions detrimental to ,tk: formation of a durable paint film. C.. Paint colors, surface treatments, and finishes are 3 a� indicated in "schedules. " 1 additional coats when undercoats, stains, or s. ;z 2 . APP Y other conditions show through final coat of paint '. -< until paint film is of uniform finish, color, and appearance. Give special attention to ensure that surfaces, including edges, corners, crevices, ' welds, and exposed fasteners, receive a dry film w- thickness equivalent to that of flat surfaces. 3 . Paint surfaces behind movable equipment and {`=r7 furniture same as similar exposed surfaces. Paint surfaces behind permanently fixed equipment or r. furniture with prime coat only before final in >'a installation of equipment. KIM 4 . Paint interior surfaces of ducts, where visible ' through registers or grilles, with a flat, HlNEt nonspecular black paint. °x 5. Paint back sides of access panels and removable or hinged covers to match exposed surfaces. 6. Finish exterior doors on tops, bottoms, and side edges same as exterior faces. 7 . Omit primer on metal surfaces that have been shop- primed and touch up painted. C. 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 subsequent surface deterioration. 09900 - 6 PAINTING .f4 d; �1rF'r 1 m ` TIM,� ! 4 5�i�.�,�} �t �r r .+'� �t? ^� r l� r i � * + t. f e J r• e,y�"`eJ t�<��SGl�''�a!q,,,� r� + e K}�{�'i 'A a ' ?��Q�L`i�'�✓�'�� '��i f� rJC'7� ifr .a t�!�tt`k S"t,,�f!'r} ' y'� a+��f�J}.ttt� ,,,�[��lrfp��rb ib,4'3Fp kill i+s'IY.w'f e�{ . e S�f�Fti4 tie'i{r,S as .?af}2� riklY(7t.,�,a t 'f� Rp i YF+ 4 .- � �•y�' � r. 1{, k'J ¢IY";�t'{f ,y,;YFt. �� S:,a.:�e��' rC,r�� f 3 1 a L � �, Sf�jjY'l,�si tr;�}ytJ✓' rk,�;��p��s,v�g7��y'��, �, rl _ ' j �s tzr w r�.� / �� (r.z<sE', rS 1 �S"Y4rf t. 1+}�Fi y,•. ✓ 3 's.?jf a> 1 z� ;�F#i r} b'3��'1 � � i r� y., r •`r � � ,,rr � f`x a � I�+ �� P� z t , ` �s��a t 1 >Yy>^ �j k! : #dJf'`j�'��3� )�tztFS� t 4 s1 ,,�r.J. tr 47 ..it LJ �. it f }r0 f ":A t yr2V a S*_ 'ia+' 2's.tfi t' �"'9.� t•.� v ��Y ! x.: ,. � - - �, ..y.�"��t�. ��r u'i r�kk,f•.;!in��p tiV:� I i �' 6 it - r .. } ., t. •sti � 'ek"i;! r o � i'r.�' ,T L'1?x �' y i I y� 1. Allow sufficient time between successive coats to Yj permit proper drying. Do not recoat until paint ;: has dried to where it feels firm, and does not deform or feel sticky under moderate thumb '.. pressure and where application of another coat of paint does not cause lifting or loss of adhesion of the undercoat. f" !; 2 . Do not apply final coat until all other trades have completed their work and as directed by Owner. r_ D. Minimum Coating Thickness: Apply materials at not less than the manufacturer's recommended spreading rate. Provide a total dry film thickness of the entire system '" L as recommended by the manufacturer. f.'. t!' F. Prime Coats: Before_ application of finish coats, apply a prime coat of material as recommended by the manufacturer to material that is required to be painted or finished and has not been prince coated by others. Recoat primed and sealed surfaces where evidence of suction spots or unsealed areas in first coat appears, ' to assure a finish coat with no burn through or other defects due to insufficient sealing. T� G. Pigmented (Opaque) Finishes: Completely cover to provide an opaque, smooth surface of uniform finish, ~ color, appearance, and coverage. Cloudiness, spotting, " holidays, laps, brush marks, runs, sags, ropiness, or a other surface imperfections will not be acceptable. fi H. Completed Work: Match approved samples for color, texture, and coverage. Remove, refinish, or repaint work not in compliance with specified requirements. 3 .4 CLEANING A. Cleanup: At the end of each work day, remove empty Y P Y ., cans, rags, rubbish, and other discarded paint materials from the site. B. Upon completion of painting, clean glass and paint- spattered surfaces. Remove spattered paint by washing and scraping, using care not to scratch or damage ._. adjacent finished surfaces. PAINTING 09900 - 7 :� *. ,�u, �a's'�.riz'+ir.Vx?tf i,��4 1��•�z�i r e � xr i�.t}; j... S( i :r4 .' t .. t T.�r{ i,�tt ��.1 �1�•t�`tY�� ',V +�' `s k 55'. ''�y �, �,'�}cj$ ��: .r•,�{�t,.r3Y.�,�,u''}g°tt,.iq t:. � r a�ra r t 5 ° J t .�� t t t '.>t r x .r{ S t `�;9�4`�r t,-J:•��. t y,>•1 1. � s r1 i 1 t � F; t�.t ' {� � {� re a�, a, .�t�..3 yv."'t,r z� t 'j 1r�t n 1" ;,'.� S 1 � t :..i. ` � s ( .ry i t5}t'"u.�S-:•! ��:�J;r t J , .l tY X::4 �}A> 1 ��.�vr`J rt ;F �dj�5 �i,�f� `"P,�15 f �+ts !si 'i !<, yir r .f'* }t tfr.`.y ..t{� �5 'S t`� n�4t .v.r�Y 1,`{nj�';.ia'�.,��t •t ^s *}'T 5 " ''"�C`.. il" .x 't� t;;d5.t4S;u •� +t� i�i}�"��" i�tf r`�"t t p i` / ..J.'; '` t :;+e ' "i'y �'at',1,');:J.�a ii :"•N mil. :.Y,'�:;rfy 't"�" .� 4 '� f '1 /.. �1� i 4:1'i F. t. ;f' � lA :5. �"y:T \ tr.:�. ��V T.)Jti1�� .•�tb �� . ; 5 ! �' .... f• t. •:r k �fir}..'d{'! 2_ �rl{}5�; ,ts } 'v,ts �}i.A�?t1S ii }, rY! '} : �(A r ji i ' ! /'7 .,�a S 'fxry� t .;,wsr;�r>a•} . . r'ya r iaart r s Y,T '��ut �'r 1 s a f { r.. ' 3 . 5 PROTECTION t <` A. Protect work of other trades, whether to be painted or .r. not, against damage by painting. Correct damage by cleaning, repairing or replacing, and repainting, as g acceptable to Architect. B. Provide "wet paint" signs to protect newly painted ..��, finishes. Remove temporary protective wrappings - P Y provided by others for protection of their work after :e completion of painting operations. r S 1. At completion of construction activities of other trades, touch up and restore damaged or defaced �z • painted surfaces. a`' � � ! 3 .6 EXTERIOR PAINT SCHEDULE K t' A. General: Provide the following paint systems for tine a{ various substrates, as indicated. B. Painted Wood Trim: 1. Full Flat Acrylic for Medium Shades: 2 Finish �r coats over primer. dam 2 . Prime Coat: Exterior Primer Coating. Porter: 515 Acrylic Bonding Primer. (or approved equal) "f 3 . First and Second Finish Coats: Ready-Mixed .'t Exterior Acrylic Latex Paint, Medium Shades. Porter Acri-Matte 100 (or approved equal) ' C. Ferrous Metal: . , 1. semi-Gloss Alkyd Enamel: 2 Finish coats over primer. 2 . Prime Coat: Pigmented Primer (FS TT-P-86) . x.a Primer is not required on items delivered shop primed. Porter 297 Alkyd Fast Dry Primer I .A.-24 Gloss Alkyd Finish (or approved equal) D. Galvanized Metal: . 1. Etch prior to painting with Galvi-Prep 5 by Porter r (or approved equal) 2 . Semi-Gloss Acrylic Enamel: 6029 Semi-Gloss Exterior Acrylic by Porter (or approved equal) PAINTING 09900 - 8 r ^''�' <a't �}75. g {r k a} y� s*� [ r.. l},/. L ,I ..,.: i•G:. 4 1 S{:. y 1 t,'4 t ..{" �, 'ih4 f.1�.J'tY,S S'IE; � it ///�i IlI /I I 7------ _ '`t .. av"'"F' ' ?"��'�i'?'Pr jTr`. •� <'Htf�6� r' �� 4 / i �1':y SI � •tR Y� ),�' �i144 �i ` Qh k r't�pi•�a .'.{ .._,.i.t..:...�....u..::.,,.�aaw.�wtra.�e+l�.�A:"i��/�,.x3�'tfi"i.e�x"�h; '�i ':",.`� :t�'.t�'�..,�f„0`'��.,,�+Rt�-:7ao kFZfl+AnAm�. .J.w.._....a..S_...__C:.:.c.._,,...LK.7.�i�n�a.a l£t '� r 4 �'1 y.A 1 1/2-2 mils thick. 3 .7 INTERIOR PAINT SCHEDULE: t •r1 A. General: Provide the following paint systems for the various substrates, as indicated. B. Ferrous Metal: .�. 1. Semi-Gloss Enamel Finish: 2 Coats over primer, with total dry film thickness not less than 2. 5 mils. 2 . Prime Coat: Base Primer (FS TT-P-86) . Prime Coat _ ,. ;;, is not required on items delivered shop primed. fi ,; Porter: 297 Alkyd Fast Dry Primer ( roved equal) `' or app t, X 3 Enamel Undercoat �. First Coat Interior ...' (FS TT-E-543) • f. ;tY Porter: 429 Enamel Undercoat ' ( approved equal (or a ) Second 4 . Sond Coat: Odorless Interior Semi-Gloss Enamel r (FS TT-E-509) . ;' tk� Porter: 129 Alkyd Satin Enamel :f (or approved equal) • C. Zinc-Coated Metal: :}s 1. Semi-Gloss Finish: 2 Coats over primer, with total dry film thickness not less than 2 .5 mils. a : 2 . Prime Coat: Zinc Dust - Zinc Oxide Primer Coating i a't (FS TT-P-641) . Porter: 299 Alkyd Zinc Dust Primert;: or approved equal)3 . Second Coat: Interior Enamel Undercoat { (FS TT-E-543) . >>, Porter: 129 Alkyd Satin Enamel ' or approved equal) 4 . Third Coat: Odorless Interior Alkyd Semi-Gloss nx Enamel (FS TT-P-509) . Porter: 129 Alkyd Satin Enamel (or approved equal) D. Painted Woodwork and Hardboard: n. ; 1. Semi-gloss Enamel Finish: 3 Coats. PAINTING 09900 - 9 r"r 't i 4 i?rF,XF � i` ✓ ' t frv.t it t1 '' 'i' t".:i`'A .F.c t r 1. �• If ' 4\1�1 3 ta,;t�' n .jayz, rYp��.. r:;�+` ^'.,• ••K..fi _y'`�,. 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'.: �'. :, .:I :'• :'.': :'"' F 4..,G,�"'��i��Y S<ti :i'S"r,i'�rsh 1�}.3`a :r _ 'tit• 'R� y{g"�;�'�r� '�� f�,�4,5 ��.ra��y�,,�i'�pftr�r5�'+�r ,�{;'t r { ?rir'fi S 8-,�� •3=''�'` � n'�'°sh��'`'ci�d;� L� a S�ti"�r°'1.,x•4{'Y;)�t#I }1 i, '•r4 , t i ,'. t�•+3. f, e fir. ,a.•�_' ,�Ct_,Cf� „s. 1 s, '' >'• I. S � 't•c�;rr•��'f��r .i d ,:s"^" *'^ ?.Yai K�' a�•dl,�•.;: ,� `�4,^•r�t�..;;: 'r t:a�Crt �.S r'1 F 1 �:�. •, � •;7 t ..' v x ;.,r`.Y,'2• ,ts'.51'n r:,`�.+ p gt, � ;; r�rt ,,,y :sd tytt.'n '�.r b•53;,yti+�.`y• a,IF'v)ty s� i 1 L.N C St 1i �'{yJ��j!,�.rY+ r•{4':t '^y1 A� tH`-.c.�tf"t.ai� M�'�' .�ter' ��` ��a;4�'LZKi,t F!lCt,iiift';, •�i.,,r.l✓i M I ?.A .S. :,r raa�t r „x: J7/.t„ �'';`;,F;;k• Ivn� , ��. ?e-?r t 4r. 2 •s.Y �e' �+ �.1 R1 )rtl "�^• 1 ..t` 4• ..t f. rkjii', ,i'�'.t:'� i, w�H!'i„1;i :r t ,. #.•4 r4 Y^ii, a � �''-F :S',;i�$,.Pa"i`.rrK.A?;'*d.i�e*f S;,s,,,�Xty.c.��y�'y v.,ziy��•' +}, a7 :/' '�� ! ,' {�r 1 .y- :, 1 ;s,}.,4�%,,i,t?,t'.'. •�'R�'f.y7y, i S.:,r'r � :I�;G+,`Sr�r'�`.3 ^>x4. ,q s, ;�::�,.g%.r r'`x��'��-�. ,5.�1'i Pi I S .rt /W' }r r 4 :. '1 } 1 .,7'. �J 1rk ...x.' .y)'q;4:•S^t:l .,�•.t f, ,.7•A 'r•�y �xr f'� 5,.y�r .•�! .� fudt'� 4!/:2,}0�+"� �i•f,�`r,+<<r,� x. ,;:.,Ti. � , i+:,'t hh I^�G' t .1.. �� *i � ).1'! 1�y j r• jh ..ti- ?t4 .�..`. .if I rr .1 r Sy'�c.i��ri'; ,.•iK 51�y� 7'r�+a�' .}�•`,t�14yytt. �. ry12,X 3 'yy� �• �` ,{It �.Y{1 '� , + f S f �.,-., r..%;•. + 4.Rr., ) ��t e ;,v r �'aY.'} € �s�.�' Y'�!N 1C'i��ii1. �)y' cc�i',zr}T�c .� �' .��,iiiaii'''i�� 4 l I+o rt�I�tS.' n' ,i 1 Ml.. �#r's��tt,>,., �'i tn;��71�4'.'it;;n:• �'�' 1.ir` '1,� �•'°p �:' � �Y 1 ,re j ,'a`f�f �*�.t5�,� } '�,i.a b } {,Sj;:y b a T .'l t� y� ,Yi ` T,:�• oY r.r !� � rr rt't`�r . , tri��i+t r� 4. 7 I tf� ,. h atpn4;1�G�a .L.hgc;,fl�';\?,��✓' '.� V4 �s .... 2 �� 7 7 ,.. 5 t ,t Vk� k.��x?f S�i;,`�f,4 r, i r' k ` SECTION 10200 - LOUVERS AND VENTS PART 1 - GENERAL 4q. 1.1 RELATED DOCUMENTS A. Drawings and general provisions of Contract, including General and Supplementary Conditions and Division 1 i Specification Sections, apply to this Section. P"': 1.2 SUMMARY A. This Section includes the following: I. Hinged metal wall louvers. ` {< 2. Brick vents, --- B. Related Sections: The following sections contain ' ?` t requirements that relate to this section. `d '.. Division 7 Section 01Joint Sealers' for sealants installed in perimeter joints between louvertT�f frames and adjoining construction. 1.3 DEFINITIONS ras� ' ` N Louver Terminology:.. gy: Refer to AMCA Publication 501-85 for definitions of terms for metal louvers not 'N �e otherwise defined in this section or referenced standards. 1.4 SYSTEM PERFORMANCE REQUIREMENTS .t A. Structural Performance: Design, engineer, fabricate, ` and install exterior metal wall louvers to withstand x the effects of loads and stresses from wind and normal thermal movement, without evidencing permanent deformation of louver components including blades, frames, and supports; noise or metal fatigue louver blade rattle or flutter; and permanent damage to fasteners and anchors: ; a I. Wind Load: Uniform rm pressure (velocity pressure) of 20 lbf per sq. ft. acting inwards or outwards. 2• Normal thermal movement is defined as that resulting from the following maximum change (range) in ambient temperature. Base design calculations on actual surfece temperatures of ? metals due to both solar heat gain and night time sky heat loss. LOUVERS AND VENTS 10200 - 1 Wa �3 y1 1�,1ye�iiy�E�f�t �7 7�A' }�, 7 .t .�.�iA�ir��•�yw.+M+.,.w.' '^"t'a. r"*`�•.^?a+dem-;-lf,,,v'tt,T•..� k. a' ��i x 'id 71 ; � r 1 S 1 +� �� ;S'+�k0.� {,,�,as✓iixt >a`i'g .�x� y��'1 c h i it Z ' er s l 1.. t".i t 5.� sSy�trl s4 ,fir*•i r7�di3,>�i�,2{ r w ,j; �:' ,. i1ga��yb✓aywI f e .}'`t .i tr as d s xJ$(i' +.x}Q. _ � �i ��{i�{ tQ+F � � si ,f iii }h`t r+1i.��.�tI�SSi`J � kl"P� & ' f•: V i' x"e,.tnrl,-.t�afit ��` .-a'fj.1�t � �...ii`£�� .i�l��`�i i�r:.. ?,.'itf n .k f: s`T'ri r•rP;.,. S J,y! x 11 .rs S t Prnl ' �i t�'r��'�� `{y 3�� a;. 3 tY •IXpY �t�,P ,`�` " 1 r 5� `� S`.'t t :;,.� ; sr��.iza i .��4c� .> ,�S r ( i,s �. , • . .. . ..: '; `,,•..,_mot .4 `. ..... z! a. Temperature Change (Range) : 100 deg F (55.5 i deg C) . � ` KIM B. Air Performance, Water. Penetration, and Air Leakage Ratings: Provide louvers complying with performance { , '.; recpArements indicated as demonstrated by testing � .� manufacturers stock units, of height and width ',,• indicated, according to Air Movement and Control 1i•`°' Association AMCA Standard 500. 1.5 SUBMITTALS A. Product data for each product indicated. B. Shop drawings of louver units and accessories. Include , , s=- plans, elevations, sections, and details showing a profiles, angles, spacing of louver blades• unit ` s .» dimensions related to wall openings and construction; free areas for each size indicated; and profiles of frames at jambs, heads and sills. C. Samples for initial selection purposes in form of rG manufacturer's color charts showing full range of colors available for those units with factory-applied color finishes.'zte7f'Y .„ `{ D. Samples for verification purposes of each type of metal finish required, prepared on 6 inch s quare me tal r samples of same thickness and alloy indicated for final ! ' unit of Work. Where finishes involve normal color and . r. texture variations, include sample sets showing full ?. range of variations expected. .. 1. 6 QUALITY ASSURANCE A. Single Source Responsibility: Obtain louvers and vents from a single source where alike in one or more t. = respects with regard to type, design, and factory- applied color finish. B. SMACNA Standard: Comply with SMACNA "Architectural Sheet Metal Manual" recommendations for fabrication, r construction details, and installation procedures. ; 1. 7 PROJECT CONDITIONS r� 4A„ A. Field Measurements: Check actual louver openings by accurate field measurements before fabrication; show recorded measurements on final shop drawings. Coordinate fabrication schedule with construction progress to avoid delay of the Work. LOUVERS AND VENTS 10200 - 2 W 4: ik }}X .. '.t A(I C�78'•t yJ.S1 t Z li � � '2 . t � , .�; q i ,•r r z :'4 t 2r yyt,'(,,i' ,{ { Y ti k: 1 j x✓ W t'a rr p 1' i 5' rt'i4 'i� I"'cr1 '� "w t r}i.. ,,� , 7 71`�y�,lY,QT";��f�t��t}� l�y j iFr i�j t �•y G A 4 j ,'L €, r i i 4 'il 1 r" t (. t `��5'`'u:y `l�`dT V` a "x S. f t". •,2 "t.j r.j '� r i� r i d . '�i Ja G. ¢}�}��=l�� F t,�' -1 `r y h r t} tt � i 4 r�G? t•'ln .y '{,t1 r..:wt�,n ?:+i�. ,�, r ��j: M 'r�t:. �i�tifG:'1#ia..:.i: ..zn:; ..ut�:,:...:.«.as.nluw.k:I.�ur4�r^�lste�.�W.��,�,rr <,Lr,x.,.-a• zd� ,`�"'+�,'�?:,�it`-'LZs:,!n+.n..,.,........,.3,.i.ri t-__,..,.a....s..n..a..aycik'S.�."'Y'�'i�r ' t PART 2 - PRODUCTS 2. 1 MANUFACTURERS to Compliance with A. Available Manufacturers. Subject p requirements, manufacturers offering products which may ,. L be incorporated in the Work include, but are not " j limited to, the following: c 1 w Louvers: a. Airline Products Co. Div. , Danzer Metal Works '��',.•� Co. a b. Airol ite Co. sh;N i° C. Airstream Products Div. , Penn Ventilator Co. , � Inc. d. American Warming and Ventilatin g Inc. ' e. Arrow United Industries. f. Construction Specialties Inc. ' 9. Industrial Louvers Inc. h. Reliable Metal Products. ' k; i. Ruskin Mfg. Div. , Phillips Industries, Inc. w:tT x 2 . 2 MATERIALS 1 A. Aluminum Sheet: ASTM B 209, Alloy 3003 or 5005 with _t ' temper as required for forming, or as otherwise recommended by metal producer to produce required rrt*x r: j finish. B. Aluminum Extrusions: ASTM B 221, Alloy, 6063-T5 or T- . r 5 2. 4 (r C. Fasteners: Of same basic metal and alloy as fastened r metal, unless otherwise indicated. Do not use metals �.,. which are corrosive or incompatible with materials joined. 1. Use types, gages, and lengths. to suit unit '.;. installation conditions. Yr, t 2 . Use Phillips flat-head machine screws for exposed T ' fasteners, unless otherwise indicated. D. Anchors and Inserts: Of type, size, and material required for type of loading and installation indicated. Use nonferrous metal or hot-dip galvanized anchors and inserts for exterior installations and elsewhere as required for corrosion resistance. Use ' toothed steel or expansion bolt devices for drilled-in- '£ place anchors. ` -5 LOUVERS AND VENTS 10200 - 3 F- 1"tx,r,..., ;�.,•�,yw-. ,« ,.s Jppan �• ...,^ y *J .:.. •..^^r.^y ^,�j 7'':r,;m• i,`;5'�': ;? ,S:±C;rs' '.'. t z << a y r SF ,., ,, " ' r�'}1 .,F,': '""`��+?`'"%ac's ` .y v �' <lp .r !, •; F c i s r F 'r �"iV �,}� e�y n�4 rt.:}t�"h .aw,•y�j 'r .. >i �' t.. t<s 4 ry.� i NAy"j ••�,,, 0;1�;�n :ifd"I,j�t ifJ'til 3'�S•L I��e„,tt ijc o 3 s ,. is �s '. . t: r ^`` '>• 'I, }1 `r `h r`t2t- r v `"' 7 `'11}• it^r= r4$i-. Yv },aT}d{it y.s�. ! � '.s ir•t f ,.. 11 t��^�h"RL£`S�,t'�('LYt'P�'t,: .>>t . Z♦ x5.) s1�J� �j max, �. � ,,.'' I .i sY�g r' F t i rS r+ ..�t,'>;,.�4i's,Y,„"3MNl�*t 11eak "-�.�t`r: 3F�14' c., Y� t .. ', i t..• { .,,�.r, p..e4.:...:aS�"' ��tjI .�i rat t...:, E. Bituminous Paint: SSPC-Paint 12 (cold-applied asphalt. a mastic) . 2 .3 FABRICATION, GENERAL ' A. General: Fabricate louvers and vents to comply with requirements indicated for design, dimensions, z ` f s materials, joinery, and performance. •'i��:.Alt. B. Preassemble louvers in shop to minimize field splicing and assembly. Disassemble units as necessary for shipping and handling limitations. Clearly mark units � for reassembly and coordinated installation. ,. C. Maintain equal louver blade spacing, including separation between blades and frames at head and sill, 44u ; ? to produce uniform appearance. D. Fabricate frames, including integral sills, to fit in openings of size indicated with allowances made for fabrication and installation tolerances of louvers ; adjoining construction, and perimeter sealant joints. ; :'' 14, E. Include supports, anchorages, and accessories required ;; for complete assembly. ; F. Join frame members to one another and to fixed louver Al' blades as follows , unless otherwise indicated, or size of louver assembly makes bolted connections between i r frame members necessary: 1. With fillet welds concealed from view; or mechanical fasteners; or a combination of these methods; as standard with louver manufacturer. w`e ' 2.4 BINGED EXTRUDED ALUMINUM WALL LOWERS r •�. '. s A. Horizontal Drainable Hinged Blade Louvers: Extruded aluminum frames and louver blades; designed to collect and drain water to exterior at sill by means of gutters r in front edges of blades and of channels in jambs and mullions; complying with the following requirements. {fit 1. Louver Depth: 4 inches, unless; otherwise s. indicated. s` 2. Frame Thickness: 0. 081 inch, unless otherwise indicated. 3 . Louver Blade Thickness: 0. 081 inch, unless otherwise indicated. 4. Louver Blade Angle: 45 degrees, unless otherwise indicated. =Y LOWERS AND VENTS 10200 - 4 MON t i � {f;r',�°✓,}t}Ins.S<<f!°�hCF 1� `r5;��to a{4�P.�si Y`rp;�,d t `r�; fit �r 'A 't t� tMY 9 F ,iy e r tea rt r�I3yyt "7�#" v r, sA ti tt gs rr°o t Y N 4 3,s.1Z a��d gh' a�i g'�,*�la+., x v 4 rC� ! ti a {f :3h 3t rt ss a! , AkLL R. J � y+g .YI. k!(¢e:' a�.bhSi , ,4"x '� a v E S S Y 1 r f, S. a V• t 1 { u;� 'c•t t ,y,�is . ,t7�4y 4 lee py i Y tlx.. } v .. .[((f ��YY }i.Jty tar 4xy4 h v4M , t� P ''Fi 3 yt'f.tC YtvRi s t !� iif! ;f , J�:� t a tt{)rte a` 77§5thFt r !! ,z} � til'��•r"°.- ryy.,lf,f�f ^ t�ta r )t'411�. Zlar L� .at'• .�,22. ..7,-�; � M� /r'{ tt:'' '/,�.. ... sy,.. ��:: , -Cy!Y,,..,. i 1 S !' tfi'tr ,Y„,#./Z Y} v T 1 .:-L.r ;, _„...,.s._......_....-�..�r...�,... , .. .,—.._ •w r --- _- ---_-1r-�_.-r-„__ - ..,rte.-.._.t.,,,'-T�t1 .. ..!,x�”"� "'T� �k� `'��r 1 k •. i ! '.Y Y ta:,,.. .......:.. ..J..;...L�.•�.LZI..JiFi2SL"' .. ,.. Y• k )a' 'a 5. Performance Requirements: As follows, determineda. �? ` d. by testing units 48 inches wide by 48 inches high " per AMCA Standard 500: a. Louver Free Area: Not less than 7. 34 sq. ft. F' ' .,,• b. Static Pressure Loss: Not more than 0. 15 inch water gage at an airflow of 1000 fpm free area intake velocity. c. Water Penetration: Not more than 0. 02 oz. per sq. ft. of free area at an airflow of b ttk 1450 fpm free area velocity when tested for £ 15 minutes. Yiz } r`tF�,t'3 2.5 LOWER SCREENS A. General: Provide each exterior louver with louver screens complying with the following requirements: 1. Screen Location for Fixed Louvers: Interior face, unless otherwise indicated. 2. Screening Type: Bird screening, unless otherwise indicated. B. Secure screens to louver frames with stainless steel machine screws, spaced at each corner and at 12 inch 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 ,«f for louver frames to which screeds are attached. a. Reinforce extruded aluminum screen frames at corners with clips. 2. Finish: Same finish as louver frames to which w °r� r _ louver screens and attached. a`��r�'��;". 3 . Type: Rewireable frames with a driven spline or insert for securing screen mesh. Yx� D. Louver Screening for Aluminum Louvers and Brick Vents: , : ,: Fit aluminum louver screen frames with screening covering louver openings and complying with the ti following requirements: ` A. °l .t 1. Bird Screening: 1/2 inch square mesh formed with 0.063 inch diameter aluminum wire. ;<< LOWERS AND VENTS 10200 5 , �•. you ,,, xxs.rfr1 T.,R t'Yr 3+ . :( _• ..rw,m«�,a'afwdt1i1 e. , { ;.51Y4 .; { .::� r.+' ... .,. .` .. ..... .. . ., t'`r}� �+ ..ft}r rr� •�3'� rr..F�y,'��r r. �dy�z�*Y'sTTY� Y .t ..�'. . i3.)} �,� o-7y^nf Y+,r t ' n't tC n�r2" ,4,• st t t.h# i. a 3 C�'.!y t?g1 X a��t tp,pk�, xi h�.i•�},r 7 Fy 4 r l r P i �.�i d dS�!'.c t. y? b t �7• �t� � � 5!'s�ty t f ..t f r f rt,i r�4 t t 1t L . ".. '�v. '. `�i. �1: fX"a}_T�'a�Ttni,�. t�L *^' t��"9`t'YEOb^{i�� +t'`Y�Y`h�"�ft�`5 �'3 h F1, t 4"! t •. s ''t •.• }.> .. ^`V; y l.: tt y1 a 7 ;3'�r+b,t��. t �yx,f .�r?fiY 3" `� 4� �k4`tt s`t'.n $.ti. �:.ui"r:.u...t.ir....•.•'`:�v -: Yj ' 2. 6 FINISHES, GENERAL A. Comply with NAAMM "Metal Finishes Manual" for �r recommendations relative to application and , x designations of finishes. { A,t ° B. Finish louvers after. assembly. 2.7 ALUMINUM FINISHES f ' A. Finish designations ,?refixed by "AA" conform to the system established by the Aluminum Association for designating aluminum finishes. yri4y„�.. B. High Performance Organic Coating: AA-C12C42R1x (Chemical Finish: cleaned with inhibited chemicals; ' ,., . , Chemical Finish: chemical conversion coating, acid chromate-fluoride-phosphate pretreatment; Organic � . ;ti, Coating: as specified below) Prepare, pretreat, and apply coating to exposed metal surfaces to comply with coating and resin manufacturer's instructions. 1.. Fluorocarbon 2-Coat Coating System. Manufacturer's standard 2-coat thereto-cured `. system, composed of specially formulated �. inhibitive primer and fluorocarbon color topcoat containing not less than 70 percent polyvinyldene resin by weight; complying with AAMA 605. 2• e'- a. Color and Gloss: As selected by Architect from manufacturer's standard choices for color and gloss. '�- 2.8 FIXED EXTRUDED ALUMINUM BRICK VENTS r^ t '..,'. t = A. Horizontal Drainable Hinged Blade Louvers: Extruded aluminum frames and louver blades; designed to collect and drain water to exterior at sill by means of gutters in front edges of blades and of channels in jambs and mullions; complying with the following requirements. r, Louver Depth: 4 inches, unless otherwise indicated. 2. Frame Thickness: 0. 081 inch, unless otherwise indicated. 3 . Louver Blade Thickness: 0.081 inch, unless otherwise indicated. 4 4. Louver Blade Angle: 45 degrees, unless otherwise . indicated. LOWERS AND VENTS 10200 - 6 { a � b{ la tct �k(w 1p'ax,} 1.F{t� s,,#k`4,}�rae o�,�'�.{YI•^`�.t�$'� atfk F drltrr !ee g sr sci k + �? {a ,r ,f�Itit�-y`'Y� � �. �u � �✓T .��-� ' .!Mi x r'� ,� �)�}xt �)dste ��*{t,N ��(}A! �t.,+” yy �' t�7{�ire tt•yf1i�f a;l�sy"t +. r .. t .r�(*, t !ir �. �~a z. .� } ti t �+ t t -�c f.. '�;�fi=�° '�� •, '',<5 '`"S�a'�'•YY x'Y.ttk �- b I t +' ,,t rf x A r t fjj' 4 't �d t 1. r '�" � pr',��s;:'`,:`,. '} t�. ,�, 'yh a �2�`t,,fil� �t 6�`i;f�t r! �;.,g, 1.�11C1 x•., ki y6y�'Y, 3 �jf t'�''� �yc{t� � �l},r S` ..j ax? .i i'`,Cr{: d f�" +(r4 •t``::!'�$Y/a�`Y.ry >` '4� S,4 •� � �}} Y.�� 'Y, 7' .S t�' t f(' 1L fOM, f\1 jf4 � h2i ,,t�K3213 t # f t d+ �i 4'" ,T�,+��^';-}.�N t \u t r r�t t W's `v.i''�,�r IN 'J 1�"r•>�, f'1`T��,pr{��p11�yy"'ky�� .`*it. f �}��T`v�1J .�(Yy ��{ 1 � i • � �"� i a.� r.';7 thl�1 �t tt' �""��IS ��t�. yL' ��Wi✓ada .{ ' '1'6�F +�C l `�1 '�1�'' j*', 5 ''i}f.,.' .. F PART 3 - EXECUTION a.. 3,1 PREPARATION A. Coordinate setting drawings, diagrams, templates, . instructions and directions. for installation of � { anchorages which 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 in .•„ proper alignment with adjacent work. 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 >" 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. E. Repair finishes damaged by cutting, welding, soldering, and grinding operations require for fitting and jointing. Restore finishes so there is no Evidence of r` corrective work. Return items which cannot be refinished in field to shop, make required alterations and refinish entire unit, or provide new units. F.. Protect galvanized and nonferrous metal surfaces from corrosion or galvanic action by application of a heavy a coating of bituminous paint on surfaces which will be in contact with concrete, masonry, or dissimilar metals. G. Install concealed gaskets, flashings, joint fillers, and insulation, as louver installation progresses where required to make louver joints weathertight. Comply with Division 7 Section "Joint Sealers" for sealants' applied during installation of louver. 3.3 ADJUSTING AND PROTECTION A. Protect louvers and vents from damage of any kind during construction period including use of temporary protective coverings where needed and approved by LOUVERS AND VENTS . 10200 - 7 sS sp{r+{s t.ry S, n '4✓�'�"?' f'Y ,�j�i5cU"'y�.,, kbb ., i it'„�qk5:� ` ✓'��'' ✓011 �tt("�y i�'�` .:.w•w'{'��i�'� tc�"Gll.�!'ii!„'',{{y�YY{{{6 �s�'s�t, �� #"r. i� �s t�sj ft, �p,'}f�`f”' �1f Aggq}}7r+lf ��131 ,$"J+fy��1;.�1 .3 �Q� y� •Y x ✓t'� ,,,} IA� ti �,Y�" (n' '.�y*X7,M., ,iI'�r ' rKk ' ! � s l °� Et t. ..v L r,'• fi,as �{ .4�f�,�{E . 'S tii✓ f s i�3�sr'1 n �t"�i tsp r. gf Z t 3�i 2 })A .,'�.+. i � s'fizr ;T!';{ 1, a�Z>�{�+�'43i�"�'�1< ..1'� x w a f'1a,�'t i f �isf{4� �,j'�� +z;? rd _'f tl^ r 3iz ,.t a ',�i};°y z n��e C.� z�$,rl s, �'tts-,� s u`�i�• y�, '`.''•4y $ s a c, t P"• i �'f `t'„}. ."( +t.'s.r�a rs G a t a '� a ..J✓.�t} %{ Yt'� , u? 3 '_.1..'.7t?; •s ri5 `f.93s;� ,�r7o n: Y'"' M� 'xs sst � '�i ar 4 , .�s:�{,�p,�'.'�Aln 3 a�'. ✓T� r G1��f ,itra.�'. � �.fk� ..��t�� w-" ti �' f g rY371211-# :v{hA'{a (v'art d '+'F d t4rr +' q Y a y # t i9:.fia'; �� 1 fn it ..•,. '. ., M,.' «E � E louver manufacturer. Remove protective covering at time of Substantial Completion. } 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 Architect. remove damaged units and replace with new units. 1. Clean and touch-up minor abrasions in finishes with air-dried coating that matches color and k� C $`: gloss of, and is compatible *,pith, factory-applied finish coating. Test operation of adjustable wall louvers and adjust as Y � C, T p 4 needed to produce fully functioning units which comply i. l with requirements. fi 3 .4 CLEANING a ' A. Periodically clean exposed surfaces of louvers and vents, which are not protected by temporary covering, to remove fingerprints and soil during construction ; period; do not let soil accumulate until final cleaning. P . B. Before final inspection, clean exposed surfaces with water and with a mild soap or detergent not harmful to .z finishes. Rinse thoroughly and dry surface. 1 END OF SECTION 10200 f. LOUVERS AND VENTS 10200 lr • 1' .x��` /LAS gam' .t F rt �.,,t4;'��t ry, ^ 4 •9+��,,;y,fiy.5�� `:tat M S�3�hr9 tYr�''� '� �, ��'� s,5'�' yy s '• i .°t " �T �J�.1 N� .,Y q f'f� 1 9'J`�S'S L �d',^�#�'V'{i r t`4l �� Y ( �„ •.y J.� { +'p:s.�"D` -'..�' .r.d' rar} 's }:33�.r�. ��m " .s r (��i. �. "F�t?k�•t�t + fir 1 �.St I z ,i�.27y�1"�x,l:t" ,. .1 +� r et s t i.� 1 •� i,R'f�' �•: i'4 'Xy. �t Z�;o, V SECTION 15300 FIRE PROTECTION PART GENERAL RELATED DOCUMENTS A. Drawings and general provisions of Contract, including nd Division 1 Supplementary Conditions a General and ns, apply to work of this Section. Specification Sectio 1.2 SUMMARY PRODUCTS PART 2 2 . 1 STANDPIPES A. The stair tower shall be provided with a dry 411 PVC stand pipe complete with all mounting and anchoring e with the requirements as set hardware in accordanc awings': forth in the standpipe diagram in the dr stand pipe shall include the omponents of the The c following: a. 1 EA 411 pVC riser b. 1 EA Double clapper siamese 2-1/211 x 2-1/211 x 411 c. 1 EA Mountingiplate F. x 2-1/21' NST, d. 4 EA 2-1/211 IPT, M fire angle valves e. 4 EA 1-1/211 caps with chains P f. 1 EA 1/211 ball drip valve long x diameter 9- 3 EA 411 x ill tees with 611 nipples with caps PART 3 EXECUTION 3 . 1 END OF SECTION 15300 15300 FIRE PROTECTION INS !�Qqq Ixg --n min ....... .. W. 4 i ah ri 1 re '{ i{�s .�{!'S k t{'jr`.�'Sa i d �t �,fi c'• `1 ,x} 7 f ! A 5-� 5 �1�}'vr<( tt ryy r.kPi ztn.(ed L �phr} 'xiC .�. Lr)•,7,i� �.itl1 wig}tqx, biA'. S.l Y: r An t4, r. < '`•. i .. 7. .si :;�. �x �zc ;;F�.kr� 7p, i •`�` ' ,i�...w:3:':"�8�:..Ya..S'S1,sd:ii„�,l'�wf�U' - ".. . .. •�wa...W,.:::, if.. .Tr.�:,:s4ii�+Ziti�'idfkSYd��}a�.{. l ke' is ! SECTION 16000 _ ELECTRICAL t PART 1 - GENERAL -"' r DOCUMENTS 1. 1 RELATED „�. A. Drawings and general provisions of Contract, including , . . General and Supplementary Conditions and Division 1 Specification Sections, apply to work of this Section. x; t::' SUMMARYr - ,tY"<(v��T PART 2 PRODUCTS — tr! ' 2 . 1 PYROMETER J1 ^ q A. A pyrometer and thermocouples shall be provided to r .- : .01. monitor temperatures during fire evolution and training At, ,i,yfr r 1� exercises. _ l�; 9 y B . The pyrometer shall be a portable, battery powered unit capable of displaying temperatures ranging from +320F = � to 3185°F. The display shall be of the digital LED ;-:3` " _•� ' type. The unit shall be contained in an ABS case and be complete with rechargeable batteries and battery ` charger. The unit shall have a ten (10) circuit ,5 selector switch and all necessary thermocouple connection receptacles. The unit shall be located in a '> weather-proof enclosure, permanently installed in the .:; building structure as depicted. ,,. C. Five (5) thermocouples shall be provided with all necessary mounting hardware and leads to the pyrometer. Leads shall terminate with suitable connectors to allow easy connection with the pyrometer unit. See drawings for locations. The thermocouple circuits shall be p' provided with a means for calibration so that the indicated temperature is accurate within ±5°F. Submit Manufacturer's specifications and product data for review and approval. PART 3 - EXECUTION 3 . 1 .411V "Yr END OF SECTION 16000 's r ELECTRICAL 16000 - 1 g W.Lf �54 'r-:, 9 to 7{'r f f 4 tt ¢}r� �J'4 �f.. Liirtic n.0 �t>•� 4n I 1.f•y } {,;r's I� M1 c h t R • •a '�� ` 'd� A � �x'1t t { }.f:Rsiy ib,.k.41;�9 x4{1 �.�'�y iGy��4p s St 11 •si�i'�i. \r u.t r. i t j tx p P d , ! , ' }?,, } . n 'ei'°Sr t>, � i sNK'i f{ic >, i"r�^� i $�{4 ..r �tt a7"^ . } �f !rR rtf}4, {. �!i�s�1 g �`51d1��.u+2� x� •�A � b�j `Lst k�tt f'" s ;Y 1 r .�,C '.•3,5+ _ ) . x r t�`t t. }i .'• C r ! ,r f f M�'i+i d� .fix i,'�,� y �y�v t'iy3�� e`F ;.'z!x xda'�,`pyxjr 9{P,�M lea its Y .d}• > :" ;h� ilt� ` 1 it :r , �,� L iaEc fair ; a( tif5 ¢ xr i 4i tr }i; it' .{!f'1,t. r ,:r',t6 c 1 r ,! P. ft1 i �' Y3 s yrt '!e•.x x � t;; 1{:�i�°r{'vi�1{ � n 4 y ., rl 1. ,Nt " �•. .S. i�ptti,4: