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Home My Public Portal AboutORD07850 s � DILL NO. -, INTRODUCED BY COUNCILMEN G/ d OF ORDINANCE NO. ,s.6�� AN ORDINANCE OF THE CITY OF JEFFERSON, MISSOURI AUTHORIZING THE MAYOR AND THE CLERK TO EXECUTE A WRITTEN CONTRACT FOR THE CITY WITH WILLIAM D. CURE, D/B/A DON CURE CONSTRUCTION COMPANY FOR THE CONSTRUCTION OF FIRE STATION NUMBER 3 IN THE CITY. BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF JEFFERSON, MISSOURI AS FOLLOWS: Section 1. Thei-Mayor and the Clerk of the City are hereby authorized and directed, for and in the name of the City, to execute a written contract with William D. Cure, d/b/a Don Cure Construction Company, of Jefferson City, .Missouri, for the construction of Fire Station No. 3 in the City. Section 2. Said contract shall read in words and figures as follows: " . .i;/.t t . t� , t-,._. i. t '..• -� '.:,'. >,r;.. :p.,.,r y try. r tit¢ {I,rt fit, .;t'•. ` �.Kr3,I 11 . . 1 ' fi ..�,-.,f..f I _ M Y .. ...p`.,-`_� N..J' , };�:.{. 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Cure d,/b/a ' Pon, Cure Construction Company KNOW ALL MEN BY THESE PRESENTSs that We .2-0. Box 425 Tafferson City,Mo. as Principal and The Hanover Insurance CompanX as Surety, are held and firmly bound unto the City of Jefferson, Missouri, in One Hundred Thirty-eight Thousand Six Hundred the sum of Twenty-six and n2(100 - - - - - - - - - DOLLARS (138,626 for payment whereof the Principal and Surety bind themselves, their heirs, executors, administrators and successors, Jointly and sever- ally, firmly by these presents. VIEREAS, the Principal has, by means of a written agreement dated this 7�t,h day of November , 1966 , entered into a tract with the City of Jefferson, Missouri, for furnishing„all_��m, , materials and performing all work for construction of Fire Station No. 3, Jefferson City, Missouri. NOW, THE1gMRE, if the Principal shall faithfully perform and fulfill all the undertakings, covenants, terms, conditions and agree- ments of said contract during the original term of said contract, and any extensions thereof that may be granted by the City of Jefferson, Missouri, with or without notice to the Surety and during the life of r Wr guaranty required under the contract, and shall also faithfully perform and fulfill all undertakings, covenants, terms, conditions and agreements of any and all duly authorized modifications of said contract that may hereafter be made with or without notice to the Surety; and shall also promptly make payment for materials, lubricants, ail, gasoline, grain, hay, feed, coal and coke, repairs on machinery, groceries and food stuffs, equipment and tools, consumed or used in connection with the work set forth in the contract referred to above, and all insurance premiums, both compensation, and all other kinds of Surances on said work, and for all labor performed on such work at the prevailing hourly rate of wages as set forth in the ordinance x r authorizing and directing the public work which is the subject of the contract hereinabove referred to, whether by the contractor, subcon- tractor or otherwise, as provided for in said contract and in any and all duly authorized modifications of said contract that may hereafter be made, with or without notice to the Surety, then THIS OBLIGATION SHALL BE VOID AND OF NO EFFECT, but it is expressly understood that if the Principal shall make default in or should fail to strictly, f ithfully and efficiently do, perform and comply with any one or more of the covenants, agreements, stipulations, conditions, require- ments or undertakings, as specified in or by the terms of said con- tract, and within the time named therein, then this obligation shall be binding upon each of the parties hereto and this bond shall remain in full force and effect; and the same may be sued on at the instance of any material man, laborer, mechanic, sub-contractor, individual or otherwise to whom such payment is due, in the name of the City of Jefferson, Missouri, to the use of any such person, AND IT IS FURTHER SPECIFICALLY PROVIDED that any modifications w ch may hereafter be made in the terms of the contract or in the work to be done under it or the giving by the City of Jefferson, Missouri, of any extension of the time for the performance of the contract or any other foreberance on the part of either the City of Jefferson, Missouri, or the principal to the other, shall not in any way release the principal and surety, or either or any of them, their heirs, executors, administrators and successors, from their liability hereunder, notice to the Surety of any such extension, modifications o forbearance being hereby waived. .� �w r r IN WITNESS MMREOP, the above bounden parties have executed the, within instrument this 7th day of November , 19 66. AS APPLICABLE': Don C ction A. Individual Signature B. Partnership (Signatures of Partners) C. Corporation Firm Name Signature of President �h sPr jnall �pYsssa�. Signature of the Surety - (Vv . v Rdr. � ~�r i � n... Signature of Attorney ]n-Fact NOTES Surety shall attach Power of Attorney < . s # Y THE HANOVER INSURANCE COMPANY New York, New York POWER OF ATTORNEY CERTIFIED COPY COW ALL MEN BY THESE PRESENTS: That THE HANOVER INSURANCE COMPANY, a corporation and existing under the lawn of the State of New York, does hereby eonstitube and appoint r James Schaefer, Jwx1es D. Werner, Rose Marie Pope and/car Allpn H. Fischer - of Jefferson City, Missouri., and each it its true and lawful Attorney(s)-in-fact to sign,execute,seal,acknowledge and deliver for,and on its behalf,and as its act and deed,at any place within the United States, or,If the following line be filled in,only within the area therein designated any and all bonds,reeogaiances,undertakings,contracts of indemnity or other writings obligatory in the nature thereof, as follows: Any such obligations in the United States, in any amount. - - - - r _ _ r r _ _ r r 0 And said Company hereby ratifies and confirms all and whatsoever said Attomey(s)-in•fact may lawfully do in the premises by virtue of thm presents. This appointment is trade under and by authority of the following Resolution passed by the Board of Directors of said Company at a meeting held at the principal office of said Company, a quorum being present and voting, on the eleventh day of December, 1963,which resolution is still in effect: "Resolved, that the President or any Vice President, in conjunction with any Secretary or Assistant Secretary,be and they are hereby authorized and empowered to appoint Attorneys•in-fact of the Company, in Its name and as its acts, to execute and acknowledge for and on its behalf as Surety any and all bonds, reooenizances, contracts of indemnity, waivers of citation and all other writings obligatory in the nature thereof, with power to attach thereto the seal of the Company. Any such writings so executed by such Attorneys-in-fact shall be as binding upon the Company as if they had been duly executed and acknowledged by the regularly elected Officers of the Company in their own proper persons." IN WITNESS WHEREOF, THE HANOVER INSURANCE COMPANY has caused these presents to be sealed with its corporate seal, duly attested by its Vice President and its Secretary, this 28th day of February 19 66 THE HANOVER INSURANCE COMPANY ....... ...................I. .................. �......... Vice Presidrnt (SEAL) .......................................................... .............. Secretar.. STATE OF ILLINOIS COUNTY OF COOK } ss' On" 28th day of i ebruary 19 '14 before me came the above named Vice President and Secretary of The Hanover Insurance Company, to me personally known to be the individuals and officers described herein,and acknowledged that the seal affixed to the preceding instrument is the corporate seal of The Hanover Insurance Company and that the said corporate seal and their signatures as officers were duly affixed and subscribed to said instrument by the authority and direction of said Corporation. K� (.SEAL) Notar Pub lie.........................,/ My Commission ExpLresFebruary 2, 1969 the undersigned Secretary of The Hanover Insurance Company,hereby certify that the above and foregoing is a full, true correct copy of the Original Power of Attorney issued by said Company, and do hereby further certify that the said Power of Attorney is still in force and effect. GIVEN under my hand and the seal of said Company, at Chicago, Illinois, this day of November 19 66. Porn 111-0247.8 secretary............. AGREEMENT BETWEEN CONTRACTOR AND OWNER FOR CONSTRUCTION OF BUILDING THIS AGREEMENT made the 7th day of November in the year 66 by and between William D. Care d/b/ Don Cure ronst. Co. . Jefferson City,_Missouri hereinafter called the Contractor and City of Jefferson, Missouri hereinafter called the owner. WITNESSETH, that the Contractor and the Owner for the consideration hereinafter named agree as follows: ARTICLE 1. SCOPE OF WORK - The Contractor shall furnish all of the materials and perform all of the work shown on drawings and described in the specifications entitled Fire Station Igo. 3, Jefferson City, Missouri prepared by Drew & Jablonsky, Architects, acting as, and in the contract docu- ments entitled, the Architects; and shall do everything required by this agreement, the general conditions of the contract, the specifications and the drawings. ARTICLE 2. TIME OF COMPLETION - The work to be performed under this contract shall be commenced on a date established in writing by the Architects and is to be completed in Ito consecutive calendar days. For each consecutive calendar day thereafter that the work remains unfinished, the contractor shall pay a liquidated damage fee in the amount of $69.32 ` per day. ARTICLE 3. THE CONTRACT SUM - The Owner shall make payment to the Contractor for the performance of the contract, subject to additions and deductions provided therein, in current funds as follows: One Hundred Thirty Eight Thousand Six Hundred Twenty Six Dollars and No. Cents, which is the grand total of the bid. DOLLARS $13$,626.00 Where the quantities originally contemplated are so changed that application of the agreed unit price to the quantity of work performed is shown to create a hardship to the owner or the contractor there shall be an equitable adjustment of the contract to prevent such hardship. Contract Sheet No.-1 ARTICLE 4. PROGRESS PAYMENTS - The Owner shall make payments on account of the contract as provided therein, as follows: on or about the 15th day of each month 90% of the value, based on the contract prices, of labor and materials incorporated in the work and of materials suitable stored at the site thereof up to the first day of that month, as estimated by the Architects, less the aggregate of previous payments, and upon substantial completion of the entire work, a sum sufficient to increase the total payments to 90% of the contract price. ARTICLE 5. ACCEPTANCE AND FINAL PAYMENT - Final payment shall be due thirty (30) days after substantial completion of the work, provided the work be then fully completed and the contract fully performed. Upon receipt of written notice that the work is ready for final inspection and acceptance, the Architects shall promptly make such inspection, and when they find the work acceptable under the contract and the contract fully performed, they shall promptly issue a final certificate, over their own signature, stating that the work provided for in this contract has been completed and is accepted by them under the terms and conditions thereof, and that the entire balance found to be due the contractor, and noted in said final certificate is due and payable. Before issuance of final certificate, the Contractor shall.submit evidence satis- factory to the Architects that all payrolls, material bills and other indebtedness connected with the work have been paid. If after the work has been substantially completed, full completion thereof is materially delayed through no fault of the contractor, and the Architects so certify, the owner shall, upon certificate of the Architects and without terminating the contract, make payment of the balance due for that portion of the work fully completed and accepted. Such payment shall be made under the terms and con- ditions governing final payment, except that it shall not constitute a waiver of claims. ARTICLE 6. THE CONTRACT DOCUMENTS - The general conditions of the contract, the specifications and drawings, together with this agreement, form the contract, Contract Sheet No. 2 and they are as fully a part of the contract as if hereto attached or herein repeated. The following is an enumeration of the specifications and drawings: Notice to Bidders Information for Bidders Prevailing Wage Schedule Bid Form Agreement between Contractor and Owner General Conditions Technical Specifiations Drawings This Contract consists of three (3) sheets. x IN WITNESS WHEREOF the parties hereto have executed this agreement, the day and year first above written. William D. Cure d/b/a Don Cure Construction Company Contractor i B Titler &; ,4 e City of Jefferson - Owner B v ✓.J Y Mayor Attest: &`:il ity Clerk, r Contract Sheet„No. � : }. s 1 :-. :)i. F f d 'i', r ,r1 '" . ' 4. yr ., � c, ' , , , � "i;�,�..,I I I� , , r' t r I i' ,1 )I I r, , t i s ti , . .► , ' '• D� TO�q OF GENERAL• gQ_N _ IONS ' { t� I � DEFINITIONS i, 1 i ; , ' , k'' '2., INT.�N7 OF CONTRACT 'DOCUMENTS t 1. I j` ' .,'' DETAIL DRAWING9 AND " INSYRUCTION9 r t r% ,;' 4 'COPIES b� 'OOCUM�NYs I 1 , v , • , t . , 1- ,< h �r i k` .✓'SHOP !JORAW:I NG5 ` ' c i ,, `r 6. .D RAWINGS'..AN6 ' SPE;CIFICAT'IONS ON THE WORK ' - J � i,� ' ' ' 1,'., O,W N E R 3 H 1:p.,r0'F, DRAWING'S' � . ., '. ,'`1.1011.11. �y �" R SAMPLES ' • ' ' �` `` r 9. M"ATER � AL$�• ,AI'PLIANCES,�' WORKMAN�HIP� EMPLOYEES fYx fJ . t . 1 ,.• `- �ti�..,k 1010 ROYALTIESip PATENTS .AND LICENSES. ' `, ,% � ��' rl I I . SUt VEYS'j .'PE.RM1,I TSB LA'WS� '-T`AXES 'AND JREGUL�AT IONS'.`' I'_', ' I� �,1.x •t I. I2.,' PR0fECT,.ION' '05 F ,,.THE '�WOR'K-••AND ' PROPERTY I, r �r ,• fI�i' I13k �JNS�.EG.T,�ON .OF •.WO.RK :, 1 t 4 ty: 4J Ir1 1. f, t i4, SUPER I0TENDENCE : SUPERV=1 S I O.N. i � - ' p , ,�{ YL tin✓+r �l / \ `+ . T t t , '1 .1 ) �, t �`•{ . y3 r', , y e I.� �:`C:HANGE'S " I-N T4E `WORK' _ "� ;, \. "., \ ,', ., ��M1.-, (`0100,,.�.�.� 1C ltA I:M S�.;`F1'0•R;,`.EXTR.A" COST, �� ;., �� ' ;.1.! :.: 1 ,_� t J .t L is \w `�,,<'7'';11. Vitas ' ; Lr S` F 1. L 4t K 17;� 'OEp"UCT l'aN$ FOR u`NCO•RRECT D.'WORK j ': , } V' `Fr,s9tytr .,+, 3y,rt �I r..1 .t t -I, .i ` , _. j ,- , I1'. i:., ,i. c ' ` � , _.11 Tl i�f :1. tti t s` . r I�Js' Dl�L'AY5 '\) ` + ' •`. '. ' ,, n • . jk �� . 1. d s ' 19-'i` CORRECC:ION OttF' T,HE ;WQRK '.EFORt ;FINAL' PAYMENT , `� {°' 'ti ?: :1.A. Z AS4 = � 20,.. c'ORRE�GT,IO�d O.F :T�HE �• ORK��-AFTER'-.�F`I,NAC PAYt+IE�NT. f , '• , , ,�'�:},t'11. r..�' �s a .,,,2I :" TH'E Orli4N,ER ';S .''R Ir.HT `TO, D0' `,r ;. i. , ,f ,u. `WORK _ I I t"1.t t r s t � .) ` t 2.' OWNERiS '`(RIG'Al TO, TERMI,N�ATE GONTf2ACT l .I 1. + a . „ '11 9s t' i A� 2 i. LON:T.RACTOR'iS: R.I,G`HT 'TO STOP, •�i0_RK AN.D .TE�2MIN1ATE CON,TI.RAC7:' r- �1!' �'� r,'1. '�� 2"F... APPL ICYI:I ON ' FOR .PAYME,N:T AND'.PA'YMENT SCHEDULE r { - � ' �t f . L r ; , , , ,. , a� . ' „ 25�L` PAYMEINT.S Tp-_C+ONTRAC TOR 11 , tt It(; y ' V111.1. SS'ft 9 0�' t 1 sS= 26 PAYMENTS'. AND,' PERCENTAGES 'WITHHELD }1; t ,t4 , ;r'27 C N,TRACtTd1� i5i LIgB IL'I TY INSURANCE n LF' 1 ',1.l is T ,y L },J. ,,.< .C. ,'.: .,, , '' I Y•r t l j�t�"� ,, �`, d2 .e'. C.QN C`I NG NT' INS+URANCE L I,AB I L I TY,. &I PROPER'T Y' D M'AGE•l)l ti }' i' { . . r ... r L{ 4,�} ;'r' �,, ,f IRE :AND EXTENQ.•ED .COVERAGE INSURANCE 1 v `y � r L. . iJ'f ` (F Q..� GUbRAN,TYt SO,NO jj J � ' { I '..•� r 0110 �1 �(,` `f, _:;'Jx`,` r M, (t) ,1'l .I ,r 't.r.: .. r 1.. j( t t , ..'•.t I. '- i ' T l;, L `t ! t , P k tllli�$: wpsy 'so, ;, .f oft ,.,: DAMAGES , ;ti ( i n i,.v"tit,: e"'1,•"i 1t ,. .`..�12��'fILIENS r ;' / ), I 1 i l 1Z, ' � t.. 1, a ,t ..ti 1 «s t .1 1� r . i (' I 1. ' t v .•,(. ;r, 11 f r' N ? rJ' tI, ' �! A S$;1 G�Iy MENT'' '� , t j i '.1 i&1 S,t j + rf•IU7UAl. IRESP.ON ��$ I L.1 T�f OF. '' �' 'rs't `�t ' 3 ,...' GONTRAC.TORS t r r'.. ( � . ,�,� � l;, ,!r .3 �Y .(' rl;'.,, r' i. 1( itj}y'°i a �3ti I_r kt` rkt5.' SEPA.RA'T& .C.ONTR CT5 4 Ir - ', :, . Y 4x ,fiF 1.A .. ! t+ i 1.;,- 1,,1... tf t f t ty 9 .. ` ' l.t. s:..j 7, 1. . 1 ,r J X36::• suecoNsTRdcTS ! s rs ,1� 5 w! ,, , " j� yL�f\• �.: +�j , 't ' t ` ft ,r .J,, ,ti ' Y, t t 5 ai , S ;`, 41 7'. tI{ I ANDi SUBCONTR CTOR, I t J',1 , :1f ots Mgt J EL'AT I ONS 9"F, *C'C0N;TRAIC T0`R. A :. -� s' � : tai^, r t.. ('.r. ,r I. ). I V L Le §3 1.\" :�J r �'„ i 1, r �s r I t o p'{y}}}}�; 4,, 5U. - ARCH 1 TE•CT, .5 ..STATUS , r' , i \ `i;11 i7 w r �1 4 1011 •,., ./: '1, :. I "j "? . 1 ' 'i fit . ' � ,,; F 1.�Y �t 1' ' ? .; 39�r' ARCH !rECT ' S bEc rs 10N.S } /; I :y, i 7yy t ^ s ''} s I ' A€tB;I TRA'� (0 S SJtt '`��c(. .1 i" , < 1 a N t 4 1 Y l•`}} . tt,%dddfrr yS' ,v`,}� T 1, f'• 1 1 b" '• . ,• tc« 1 '.PP 1.,� 7 j 2. 1USE . Of 'ARE'.4 SE`S t r � �t ji,'tr'= '"gyp; CUTTING'S PATCHING LAND `OI,GG G f ! . f s ` .s ,��I!m. � < , µ �i,. CLEAN+I.MG UP. r .. ` ` ' ' t ,, d N'yi t rt7 r r C,V �Y t �4 u �, `:.�w . '' `'`�{, LtIQUIOATED. DAMAGES . :' : i . , . , .. ;. �. ' r i t ��'�� YJ' t.T 1 f tT /• 1. ' ,/ ' r y. ,1 1 ' ti l,� �• t* f �� i it ti� \ t ' I 1 r r � t `s. t'% -}sr�fN 'r , .4 1 4 t }, ", r'� , I < } tr '' .yr ,i d f,yj"t , il'Sy:;''}' y4 t#1 ,,> :Ii,`t , �.t f :. ", '' t, .,�, I t 1 +},` r ;' ' Ss;�•S''�» fl'Y �i4 'J, " '.,t� y � > ' ,..t` Y 4 f ` �' 'r ' , t d.;r a >;�'' �) t r , yttI )) , y jf j I',-11.{ 11 <,, )� ,+ i�, ,, f .r � ° I r - � ,t!..�, 1 , .'1' 1 �', r1 l I t. I ..T rM I :tA., ;. K�.n S �, U, `'�i �1,',t4'.•:s rrt Y:�.. A eft: :v r ., l i.1. ,l. , „r' 7,. ..t�.; s. 4 64 7 +; ; , ' �',I�E FQLLOidIN4 GENERAL CONDITIONS PREPiaRED B' Y DREW ,+ tJAtiLONSKYi L •' , j '• 11.1 T E C 30, CONTAIN SUCH I 'EMS AS ARE COMMbN AND STANDARD "FOp'`8U) LGM IN;G," DIN 5TRUCTI'O'N. ITEMS -SPEC, iAC FOR ( NY PARTICULAR JOS ARE I THE 1; ' f l JECHN),CA' L� 'Ske-IF ICAT IONS. ART.`I I _DF IN I T iQNS i CONTRACT, DOCUMENTS CONS 1ST OF THESE' ENCR4 CONn T I'D(J$i ; TOGE.TNER WITH PLANS SPEC IF I CAT LONSj CHANGE ORDERS,. AND,'CON- " ""'•, ' " , . TRA'C'T ,BETWEE'N OWNER AND CONTRACTOR ' OR _ANY 'DOCUMENTS IOEN'TIF (ED 8Y• '. ': h r` $CyTH, PARTIE'9 '_.�EFORE THE S'IdW1NG. OF THE' AGREEMEN_T� A.LL, EXCEPT T'HES'E GEI�.IrRA� CON.DIT..IONS. SHALL" BEAR THE "NAME OF THE PROJECT* THE, -COMB iN'A° r T,'I,O F THE ABOVE " 1 TE'MS.' FORM THE` CONTRACT. �)i'r'.r' +. ! i ' 1 •" ii' w T' OWNER$- ,THE CONTRACTOR *AND. THE ARCH 1 TEC,T ARE' ' E" MENT'IO'NED AS.'.'SUCH"' IN THE } AGREEMENT . TluEY ARC `T R,EA1'£D"`I ROUti , t I - I � ' "YT . 1 ,1,;1,•�.' f,. j .O . ,THC�N'T tl`�1 C,?, ,�O.CUMENTS A,S tF SUCM ; 4IERE OF THE' S'i NGl1LAR;'NUh18'E R1; ANDSASCU{, f NE OFNDCR. tC},' SUB CdNTRA CT. 01da AA USED " IN "THE OOC UMENTS� ' R.EFER;S pNLY TO : THOSE' HA:i�IN0,' A. 'O'IRE'CT,' c0NTRACT VITH 'THE ".CONTRACTOR,o S"UBCONTRA'CT""� v' ,`js "Ot E1VClfUOES (ONtjY THOSE rju� .N•ISHI'NG; MA'TERIALS'' WORKED" TO A''.SPECIAL 0(£ L +r N 'AS ,.5H0M1t1 0 .TIE ORAW.I_NGS OR, 'SPE.0 1 F VC AT 10 NS' 9UT-- DOES`!- OT;AN-" !'_` :, r rp3a' )Ilj' + gtfty L,1),p� ONE;.FI�RNlSl11IN,GrMATER`IAl.S" ONLY!''. iT,'D E'S•; i".N LUD,E ..THOS E tIt`a`. :iYTA lD� RD �M14�7 iR IA"L5;'WHER,E THEY INSTAL I S CFI DATER I"A1.5 . ,: -WA' fTEN:. NO-T I.C'E "SHA6R',eE CON310ERE"Q E`R�tE`t? I i'"' DEL kRED n jN Pi✓,RS0N ``TO `T HC` I NO''"i V I DUAL'+"• OR :'OF'P,f CER OF `*THE' ©RGAN I,Z,AT:ION 7 CON. ' t,Fi�.rflE'L,J,VERE0 BY OR ,sEth:T eY •.RE61'SYEREta': M/1'1 L ':F O, T.N, L"lYS'T� j8 aPr r i 1 ss.lf ' 8tl.SrLIJ!~9.S A0 RE S:S "I(NOWND: BY ,THE .,SC 0ERr E7tT€EtT ©F '"WORK :REFE"RS T0, ,L,A80R IOR 'MATE Ri1AL''C+R' rC,�l�l9l;^� a s f I ON QF 8,0�'H.; r � : S { ;" ,•, I ._ "'�� , t, � r f, ,,��, �F/.` i.AIYf'SR THE LAWS 'OF. ThIE EOC'AE, 1I'.1�' WHERl: ElUjILDINf."I3 RECTEO StjA;Li. tBE t'li£` ESSENCE. OF . ALL" Cf3NTRACTS AN.D :•000U'MENT�,l FOR`MIfiiG;', CONTRACT ♦ f �., lG�': SHbF' DRAMIiNG$, A,S REFERRED. TO: AN : 'IiE +C.'ONTR.ACT;'.UOCU �.. �. 1114 r 1t tMENiT A'1tE l7RAWINGS ",PREPASRED: BY: MANUFACTURER OR FA RlCA1OR IWH£RE9Y: t a HE 1R Pp0DU-CTS";AR£ 0E.S71-GNE:01,=T0 F1T '•OR MEET TILE SPEC"1`AL REQUIREMt;NTS;,,; Ott ,THE ,STRUCTURE UIfD"EA TNlS !CONTR' ACri.•' ' • j ? gyp+ ;. t '' `r 1 �`:. �j ,. �. 1 r _,-,'• . : ;; ,t I .-S.. L�I�T. a' PI n TRACT. CUMENTS' THE LJpNTRA'fYrDgCIiMEN3S YSlIAL,L 1 1J - — — -- - - • ..: E3E,;"Tti`USE:IR£P!•R.ODUCEO;�j :A+D. E.R.T.USEDi A"ND Y'iSSU.ED !'.'OR "D"L..DD;,I'NG:;AND . SH'A'LL�.f9E urn E.b£EtETl�:I £0 :.ild . THIw' A�OILIrET.": +'" At)DIT.IONAL' DOCU�tENT$p pR;, O,T,t,`ER TITAN MEN Y r ;t , tt05E ,{1•S UED :FOR L3 t p0• NG,9 ' i'F;'-NECESSAItY B:Y ,; 1t3J+UA.L A.GREENIEN7;:�aHA.1;L+.8€" ' ' r q t t ,a ftgy 4 i+,Et� IlTI�Is'IE.D:�:l�.� I�EING 'IRI.SE;R7E0"" AFIQ• N9.T.;`OF GENERAL DlSTR'1,6U.''+E(�PEari ,,t � t j� .l,r ..t r..4�,•. t-, ,t , r L ''s�' "� CONTRACT I�OftIIMENTS '.AtE COM7P1.'IME:N\T'ARY A'P#l) WHAT, fS .AS;::BENb.ING, ;AS CA'L'L.E:Q. FO.ii 'ijY ''''ALL THE' AI.NTE3tJ1. DOCUMENTS IS :TO' tNCI,U'D€ rl,� THE CONTRACT, 'PR4�CE �s 4rr' 1 �Eb�Sjt't3`1� `A�.L:'- LABOR :.AND` MATEft.lAL1S� ;�1A,7ft� ' "UE�L-� 'y'TOb'L9y' 'PUaN ';.EQUiP"' EN. . L Ita?iT .TRANS.PO,RTAT C1 "11N.D YALl 0THE,R EXPE�tISES A'tS i'M,AY,-6E{-`NE�C`fSS" 4? F r yt� f�ARY I" ,HE; EX.I:C11T10N 'CtF' THE;4OR;K; :IIOW`E:,V'ERm'{ i T.'2,1 S; Np:1', INTE 0E f ; ` ; A`Tj1,'jA•;.'ER',I+f►L3 :"OR''WO RK PIEO`PER ' SHALL <BE ''I.NCLU.pElD,j VF THE ` SAME Y1 OI±SEG— iYtA•T ED':• 'AS, 1JgRK '8Y OWN£tR$.; OR OTHERS`;,,OR IF' TH"E..TE.CEiN'I'CAL 5"PE'•C IFICR 01�Sr�PROYIDE- 1,10- HEAD ING; '0N'DER' WH'1CH THEY ,Wd'ULD NORMALI. , P:�,�.� AN6 AT, HE f O.�2 A.IwtE1G�S,.DOA. NQ ;,.MEN�•t�EON-•.•O R,.,DES I.GNAT E; '•T FjE�S. MA,TEf2lALS� �.OR.•�WOfK.�> E 7 • i 4 •If• Yif ,, I 8Et? IN `,�1t�1+C"K,NOWN TE'CHN !•C 1x"''Oli ' TRADE ,?;ERAS SHALL:,+,BE. HE L' 0 AS RE:FiERR�., RE�S'OGN,IZ£O ' , :'.STANDARDS OF ;. , D,(N.G OR ARCHIT'ECTUR T;E'1I iE"'. ri t ,ti , r • r ,. ,At 'DR6,w"INGS AND: INSTRUC :10 :; ` "a T E AFL" fUR ' M RCHITECT `5H r 'NISt�if" W.Ii7H •REA'SONAEBLEE , R°MPTNER$� ,At7Dl'T10WAL I.NSTRU 'TION5 ' BY "M'A`NS rt Y a OF';DRf�WI+NGS'-OR OZHERW,ISEv' NECESSARY FOR 'THE PROPER' E"XECUT. I'bN QF. THE "t " Nr ! j1, n ©Rlta t ALL"�S0CN; .DRAWINGS AND" 1"NSTRUCTIONS 'S"HALL_'8E CONSISTENT WITH i1{rif 'S'f` I ' NE, CCDIdTRI►CT DOCUMENTSv TRUE! DEVELOPMENTS .THEREOF, AN0 REA50N;A8�,Y r ' •r' 1 c ' � , 1 1 NErER`AE3L'E ' THEREFROM, K � .rThE WORK" 'SHALL�jBE EXECUTED, IN CONFO{;M 1 TY fHER' EW i TH,- AN ,• + ;•t ' TN'E 'CnNT,R�4C+1}),R~ SHALL 'DO NO WORK W I THOU T PROP,liR . DRAWINGS" 'ANO ;fNSTR"IJG M I h Q S �` if"' '3 T 1 YrM S"�l 'If: i , ; •� \ i , , { h �� ': CtC"` 1•. ` � j A ,1� .f� .. ' C• , ''r..i 1t',a 4, y Row. r fit' .1m 1 ! ►' `' r t , r I' • ,,`., ." , ART. '4 *, COPIES OF MgMCNTS: THE ARCHITECT IN ADDITION TO . THE ''AGREL- t.,f MENT. SETT ,OF DOCUMENTS' AND THOSE USt:D IN 010OING SHALL FURNtsH FREE•' fps:•.:>6:,';:,. .� f ' 'OF CHARGE . AL'L COPI ES REASONABLY NECESSARY .FOR THC CONSTRUCT ION 'Or' f THE . BU:i LD iNG' B,UT NOT TO ' EXCEED TEN SET$ . i DRAWINGS; .THE CONTRACTOR SHALL CHECK' AND 9VERIF'Y . ALL ''',` i . r'' ri F, I ELO, MEASUREMENT$.. AND SHALL $ BM 11 WITH SUCH PROMPTNE55 :;cAS TO .CAUSE ' . NV OCLAY r 1 N H I S ' tiWN •WORK. OR ' I N THAT OF. AN,Y OTHER . CONTRACYOR0, THnErE r COP,t E9 j'} CHECKED, A'ND APPROVED BY : H 1 Ma OF ALL' SHOP' 'OR' SETT I NG''. DRAW I N,GS ',' }. AND 'SC`HEDULES REQU J RE,D FOR THE; 'WORR OF . THE VARIOUS' T R A D E S': THE 4'` r #" }• ; ARCE,�I'iTEC:,,SH.ALLt CHECK. AND. APPROVES, WITH, REASONABLE ,PROMP•TNESS� 'SUCH HEDULES AND DRAWINGS ONLY- FOR THE CONFORMANCE WITIt;I ' THP QES'IGN C0 }:CEPT,:`OF T.HE PR 0, T AND COMPL.I ANCE ,WITH THE a',I NFI�RMAT 1 ON G I V C N I N : THE k C0NT.RACTj'„POCU.MENfS`. THE ' CONTRACTOR SHALL MAKC' A'NY ' CORRECTION.S R'k"' ' ” } ' QUI'R> A �BY THE "ARCHtT.ECT Fi�LE WITH HIM- ONE CORRECTED COPY AND ,FUR - t� N`I SM�r1rStlCH OT E, . F,O`'P.I ES AS ''MAY BC NEEDED. . ARCH I,TEC'T .Sf ARPRO.VAL ) OF,( SUCH, •OR;A W I'N B S,, 0 R ;SCHEDULE', SHALL NOT RE,L £VE THE• CANT kAC TORQ}';E ROM.•: , • { RrE4RONS 19.) L ! TYti FOR PE•V I,Al',t0.N5, FROM, DRAW;I:NGS 'OR ''S0CC ) F,1 CAT,IbNS�` UNLE55 l , t HE,,�iAS�N .WPt t T I NG'.'C'AL'L'ED itTHE'= 'ARC'H,I,TECT •S - ATTENT 10,N TO ,SUCH ''-'D,E.V I AT IONS y. ''Y } AT° ''THE "T IMEi 4r :sUU:M'1 SS 10,N 1 AND. SECURED ;H i S :WR i TTEN APRROV,AlL ,.NOR_. FRONJr1RE5P0' S 1 B.1 L I TY FOR .EtRRORS I N SHOP '�DRAW ! NGS rA Ot t.E �.� '',`ti t,}tx ',z' v Y �. ` •�, /,t;'\ t i.. - , �.x 'l S' 4 {Ji t. x Y^r'. a DRA'ln iW AN'!� SPEC IF,„C,ATiONS ON 1`HE 1JOF2Kc ;THF CONTRACTOI r , Il 1 # s rtfi4Ll. K Ef';L0NE"DOPY 'OF ALL�,'.9RAW I'NGS 'Af�p SPfC 1F''I,GAT;IO*IS. ,ON,'..THE 4 ORlt�_ r ;" tINS �p00►' OROERi AVA�1L'ABLE TO T'HE ARCHITECT AND 0 :H,iS REP RESENTAlIVJE''. ' ` s r =tiA l';io`•'�, ''ti GWNERSI° It dF DRAWING5•yt ALL, O.RAW i NGSa ''SPEC I F LC AT-I'D.N5 'ANO ' ',•� r ��„ str 'jr� It 2 ` C;OP I $#zTHrER.IrO.P P R'N-I'S'R,E.D.. 9Y- J-HE ARCtiI I TEC.T ARE' IS P,R0PERTY;.' T_HE,Yr°' 'l� 1�PT. 'T0 :BED USED °ON <O;THER .WORK`S Ad1'Da ' W i TH THE EXCEPT {0t¢ �OF) Tii IX,'CQtdTRACT,..;?6EL,, ARE; TO..BE RETURNED TO N IM" ,O.N R'EQUESTa '.AT .lT'H �-y, � �.;° �C t��l.t?#~E T•R tt1 N +,t�f 1 T�i E W O It K. ' . ., , .� , s y ��...;, !ti'1� }t , .,. C t ,., t .' ; 7 f t• ' t/j' CONTRACTOfSH,ALL FURNISH FOR. APf?ROV1#`L" W:f;TH' 's 1 A:5O.KAS.LE�},pRONIPTt4ES$i A;LL SAMP.I:ES AS, Dll'RECTED BYNE ARC2l R 1`£C.T oz THIr Cr �� i1 ;�y�2CH t 7ECT> SHAt L' •C,H.EC•K "AND AP,•PROVE 'S'UC,H SAMI?'Lis' ; bJ ITN .R,S!AS'ONAB:LE < ,O,MPT E$.6j ',O,Nt:Y !F0 _C ,NFORMANCEa W.! TH THE . DES I;G.N'; CrOf�CE}PY O'K T'' E Pgot ,I J�CT{ A D`, FO1f COMPLYI':I�i t6i ,W I'I 11 THE' 1'NF�O,RMA'T I ON, `G !'VEtJ;,!'N 7 HE`,' CONTR.AC, ss S, . :? DgOUNIEN,TS. TOE' WORK SHWA-LL 'BE I N ;'ACCCaROANCE : W I TH� •APP'ROVEQ l,( , , J ,r � ,:'., ; .:\.. i '. _ ' ,•. ..:. ; 1 '' ' 11 r '. / ` l ��, ' PP I ANCE ARTC MATER i ALS S . WORKMANSH I P'' EMP OYEES':, ' `U N L E s;s �k tl bTJiFE WI,SE;,.S TA..PYL;ATE., T 1E'•iC0NTRACTOR S.HALI., PR `HIDE ',ANFJ' PAYS F,OR:.'ALL` > ' MATE O,R :WATE'R TOOLS EQUI'PME .T LiGHT POIfER` Tf2�1.i�SP'ORTA"' { , s a s a.', N: a f; is 1,C1 AND 'OTHER},F AC ) L 1 T 1 ES : NEC.ESSA�?Y .FOR 1THE ;E X,ECUt:I ON ''AND CPMPLt. !ON l Ji tZl' i Y t tH TWO tK. i17ER'JA'LS 5HA'LI,:<6E. NEW:c UN,L,E,SS SPEC 1 F. I CALLY i N61 CATER '•! N s ) , �� T1= iiNSC.C{IL .S.R?ECR:f `IGA'T• IO.N.S' AS : S.ALVAGEQ.• O�I"•..USED.:;. THE CONTRACTOR+ I'S R�qU I R .Gti TO' TURN. iSH''SA'1 1 SFl�CrTOt2;Y E l OE1VCE -A TO ;'THEE rK l Nb'.,AND ` QUAL tTYI T MATE iAt.S W{H�E't+l' fi107 SOLO UNDER : F{EC©8N i ZED `BRAtdpS 0;11 WHER,E SOLO ),N CT S�iSt �i''k°t}BUL`!� 'AbIU i NEST t. ,CON't I NERS.• BEAR 1;PIG SUCH NFOtRMAT l O(V.J, I 'sue �x 1 (•1 ��"; t � �r� APPI ''IANCE.S MACHLNERY,'A'�ND 'ARTiCLES'' 11JST.A'LLEC1' OR USED WIrY} 3{xr i •t Y ' F,r Ui �• . / j .rklYd it # :t�.� Jr i' l ttiQUT,5 MEET I�I�G !SPE.C,IF ICATt1';f)tbS _0R HA.V ING PRIOR : R'P,AItOVl�'L S!)ALtI •EiE YiT: �T# E;r y j `yo,�; ti S_K OF SUB$FQUE�17'. REJECT iON.. 1 '' ` I •'.: � ,•. Y 74y a WORIiN1ANSH'I.P.. 1NVpL1l.1NCt :STRUCTURAL REt�U1f t*iTt SHALL ?YE E ►,811RR,AS'S. T11E' `SAFETY PA CT0R2S,.:RE:QUi=RED ,B;Y 'COD4' .O R. WE.L;L KNO N TAB Li$�i.ED.� ' y r kr t4, f } pR�ACT•iC�ES. ., WUR`K�IAN H i P. `.R NVSO;!_V 14►JG'' F: I N i'SHES OR ;.EXP:OSitD JM�ITER I pLS S'HAL,L L t,BE.='TRUE' . TOL I NEB_ ;P,L�UMBy.' F'R.EfE'=•FtidM ` SCAR S AN0 2QF, A '.GOOD'STA*N.DAR D,: RECO.G lly., ''N'l ZEDL BY THE AR CH`I'.T,ECrT.URALi PROFESS ION. �I�iS ,! _ � 4. .1%�• 1' �i'. '•. ._ '' 1 ., ' .: 'i,� •', `t' _ '' '' v. ' sS •� i( ,. 't..'ry • itt'.{, `'�'•�Y r�, �t,xl£MPLOYEES"' THE, CONT.,RAGTOR' SHt.LL ENFORCE .STR I,C,T b l'SC I P . 1 NE ts : d ( r AND' G4Qo OR`OER'`A MON G:,'k I EMPLOYEES AN NO.T'EMP LOY ;,ANYONE U.NSK I Lt,END THS WORK A 1 GNED, T0, HIM. �'. . Ys�r 4` ?',, �10',y�rr1'.ROYA IT1E5 ' PATENTS ANDS LiCENSES:. rHE '.c6NrgACtoR ' sNALL ',pri ri , s t OR AtL`'1:' •ROYAL I' ES P T NT5 AND LiCE'NS.ES ANp T4, E��... i A SHALL„''t)EFE,ND ALL, 'SU i I 1r p.R, .CLA I MS, FROM .I NF,R I NGEMENTS' $,AV I NG _ THE 6WN' ER , FROM i AL L 'L05$ AR !'SING TH d�i.{r y k,t �7+}.y y, 1 t 3( rr '. i)p, ' Y ,, l v1 . .«. R; ,•_ f -v � Y �}r}t'-•. _tit•' :� ' ' Y„ ARC'. ' II SU PERM TS A&. TAXE5 AND R GU AT O : THE OWNER SHALL FURNISH ALL SURVEYS UNLESS OTHERWISE 3PECIFIE0• %r PERMITS AND LICENSCS NECESSARY FOR THE PROSECUTION OF THE . WO,RK ,-StMALL '•BE• SECURED AND PAID FOR BY THE CONTRACTOR . EASEMENTS -FOR ;•', i'h'RN�ANENT`, •STRU,C,TURES' ,OR PERMANENT CHANGES iN EXIST. IN(i FACILITIES z,! °- ,•:, t kAL''L "9E ,.$EC.UREQ Ai4f) PAID FOR BY THE ut,►NERp UNLESS OT,HERW 19E . 3PEFt1'-" TH CONTRAC°TOR SHALL GLVE ALL NOTICES AND COMPLY , W'ITHt'A'LL LA'W � ORD-1NANCESs ''RULES AND REGULATIONS BEAR ING; ON THE CONDUCT ; 0' t HE, WOR,K;.AS DRAWN 'ANO SPECIFIED. IF THE CONTRACTOR 08SER'VES THAT r,HE DR.AW"(N4.S A,ND,SPEC hF ItA IONS ARE AT VARIANCE THEREWITH HE PAOMp.XLY NOT,I:F_Y .THE ' ARCHITECT IN WR 1 T'1 NG AM) ANY. NECESSARY CHANGES t ' S.NALL BE. ADJLIS.TED',AS PROVIDED IN THC CONTRACT FOR CHANGE.5 IN THE. If::•THE ,,t;ONTRAC'TOR PERFt3RMS ANY WORK KNOWING IT TO BE CONTRARY t ,WORT{., r� TG ..S4CH LAWS ORDINANCES., RULES' AND REGULATIONS AND WITHOUT SUCH NOTICE° TO THE ARCHITECT SHAL,I' BEAR ALL COSTS AR15lNG THEREFROM. t WHER EVER- '•t;HE LAW 0'F :7HE PLAC E , OF •i3UlLDING REQUIRES A: SA4E5� ' C6 SUMER U'SE* '0' OR` OTHER ' S I.MILAR TAXI THE; CONTRAG70R SHAI;L''�`PA'Y` SUCH;.' r ' ,t RT. I�': i PROTEdTION OF- THE aJORK ANA PROPER'TY:'• TH1: CONTI3ATpR 5.'MA,LL,`� „ AL I:" T i,DiES AMR I NTA i N AD£QUAT PjROrEC`T {'ON 0I" ,ALL'. H 1 SWORK 'FROM• iDAM liYC:LUDtNw T'NA'T 'OF !r ('15TING: PROP ERTY ' Af3• PIO;RT•IONS' OF' .•yHE BUI.Lb1N�. L8£�!1'DY ;CQh1PLEIT+EO !/lND .F:OR W;H.iI.•C;H. HE` HAS BEENi PARTIALLY, Ph` IO,' THE 1. �` � v ff rNTFtAC;TOR rSHl1Ll :TAKE Nk'CESSA,RY 'PRECAUT-IONS :.)P.O R ' THE .SAFETY OF 'ALL , , EALO°YE.ES- ON THE �tORKy COMP�LYI G WITH ALL' ''AP.PL.tCABL�.,.PROV'fS.l•.ONS. 'i7F J `, ,t"f ?FtEAL� ST) ATE AND I�IUN,ICiF`Al SAFETY ,LAWS OR ,BU,tIDiNG CODES.. 4 0 - 13,�"°; IPISPECc7I0N: QF WORK, THE ,ARC.H 1 TECT .OR'' H 1 S RE{�RE$'ENTAT�VE ` ? J 1 1 j .ja HetVi: ,„A� A,L;L 1 1'MES.CCES'S TO , THE WORK AND ; T.H.E .CONTRAG:TOR SHaL{lt:l`�' t G ',1 I fi r4, .tip, �� PR l.G fbtA.shSONA'BLC MEAty'S.'"OF ACCESS,,WH i'LE i T � I S. 1'N ; PROCE55 QF. C:Otd`�.r j tl L4 A:, PEt'T)6 S B,Y THE AR'CHIT,ECT S,tIA'LL. BE :AgADEi W.,JTH. REASON • ' ��. W,4R1� -.Cti.VE�iED ' OF* ,W,I .T'Hi3,U`> `±APPROVAL' QR. OPISENT'.0 F Ttfti sj „r } AR�C•H I TE:G _5 ' .!F E �U Eb BY THE ..14RCH I TEC..T•y �BE -UNC6 pg,p FOR.- I N A'PFC7 '1O.N AT' 'TH : CONTRACTOR S` •.EXP,Eid51w . k'tit I,NSPFC7.ION -OF QUFST'IONABLE WORK 'MAY _.IiE ORDER'f;D BY' 'TH,E,. t �ARC1i1TEt~T . S1iGH. ARK SHq'LL 8'E �lNCC�VEREP, BY •THET'C,bN1RAC;TOR . �St. F04Np TO:.COH ORM'. WS.tThl,'.THE -Or Dt}CUtdEN,TS�.:".THE 'OWNER'�WILL !ACYUAL G' 57 5` Of.R.E".EXAM 1 NAT 10k A14D REPt A'Ctwt�4EtsT'� PLJ'S TEN E PER StiCH Sdpi2K' ;gE FOUNO NOT 1N:.A000RDANCE WI°71i' (T.NE C0I ;jw '� ` ,i,'rf'3 fiCT DCtCUMIrN [5yr{ 1Hl;,'Cp#ITRACTOt#i OR RESPONSIBLE SUBCONTRACTOR SHALL I357S` Q.P•. RE—XXAMINAT I.QlN, AND.`R:E•PL'A�.EMENT. ... J'Sl,r. ,sHAlr4: 8E'" 4 �, ,,'RICSPpN5.IE31 L.I:TY .OFa Tait: CON'TRA'CTOR TO' .COLL.EST 'Al L SUC6i C!'A''I ;vIS,! FROM f. .t THE ;,SUBCONTf�',AC�QR�' .UNLESS. SUCH SU8CONTR4C'* WAS''/ T, D'1.ftECT O".QWNfR: : + >' °c 'N$TRIii.C.TJ O1i,S. ANQ, L'H1�'N�+i S RtQUl»S?ED, t81' 'THE •,tIRCH I TECT. S14ALL'-8E .G'1.VEN RScfr`, TO 7#iE:,�`ONTRAC',TOT3 Ail F11 $ REPRESENTATIVE: F'OR "-ALL':.Wq'RK ,UNDER CLI,tJTRACT�t WHETHER 5U$LET.*:,Q,R,: PERF'ORMED'.SY-•. H'15 .041t1:'wpRKME,Idr. a t1 v i NTENDEIN , 5UPERV15ION: THE .CONTRACTOR 'SHAL1L G ►VE St1P Ei�VaISI,pN','f0:`^ a Tf1E. 'WORX O;R ' OAV=E. `AT •;THE 5•I,TE AT 1,V.,T.If�IE'S �c fa s ,ti p CQ11�P,E,T:.pIIT .S19PE;R,I,NT,i NDENT� `'I OREMAN OR OTHER 0E PR ENTA'T. IVE' S11 4 ?A©L E, 1' �, KY •:T`HE ARCH { TECT : D- 0 OWNER.- 't:THE (iNTftAC'TOR �S REP`RESENTAT I YE StiAIL 1y ' ' HAVE fl.ltL AUTHOR i TY' TO;, ACT ,FO'R ` THE CONTRACTOR. ! MPORTAN'T DEC'1'S IONS 7 ! > SNA•LL s9E CON'F i RM � }I N" Wit 1''T t NG TO .,THE �r C.ON,7R'ACTOR �+'' 1 ART: I CHANGES 1N THE 1M1)RK: w I THOU? , ~+ �.,�...�.... c t 1 NV.AL I DAT I'NG . THE COf4,T$AC T t4 t iaGS t 7'H E' OWiV...R MAY' ORO£R Nfit1Gr:�5� 'ORDER, ,EXTRrA 4lORK B.Y ALT.ERa NGt '`'AD.O.I NG .pR' pEDUCT !"AjG FROM HE WQ{R* ' r T,HE' CQUTRAC7 `SUM BEING ADJUSTED ,'AC.CORDA NGL�N", C1AlVCiE5''.SMAI,L SE tCON:SISTE_WT WITH THE' CpNSTRUCTION . ANC FUNC7,I'13N. OF 7yEy� j i,LD1fGt� AND AS REQUESTEDy STYDIEO, ,AND APPROVED BY', THE °ARCHITEC.Ta AF7E;R Lt►tl,iC�tl ITHEiY W,I l"L: BE' (SS II O IN WR IT ING', TO .THE CONTRACTQ"R.! . MiNAF'. GHNOES%•NO'T' INVOLV ItaG•.EXTRA COS 5 AND ;` fit' i ' T MUTUAL -TO A,LL "PARTIES GO�!1ClrRIED ;y 1 rir`; r Y; E G'.IVEN AS .'INSTR'UGT10N -aY.,'THE ARC1iiTECTs AND N0 LETTER 'OF AUTt{—,� p `r�� > IZ{AT,I�ON S,4ALL, J3E REQU IRCo. t r» t EXCEPT• )N.' EMERG£NC1ES~ ENDANGERING'.;•.LFE; , F n r5i ORS P,ROPE,R3'Y# 0.0 :EXTRA' WORK OR . CHANGES SHAL'L� BE MADE , 9Y•. THE CONTRACTOR UNi;FSS , IF �ROPERIL Y+ ..AUTHOR 1 ZED , f3Y OWNER ,AND ARCH ! TEC,7.' NO CLA IHt' FOR A� 0 tl10144 ,Tq THE '.CON.TRAGT.. SHALL BE YAL 1 D UNLESS . SO 'oR.DeaED. ok i y ' m law ma ART. 'I5 -, CMANGEn jN IHF7_WORK; THE VALUE OF ANY SUCH WORK OR CHANGE -t , SHALL BE OETERM I NCO IN ONE OF THE FOLLOW I NG , WAYSO AND UNLESS.,URGENTp' EFORE,, CHANGES ARE COMMENCED: t (A.), B,Y ACCEPTANCE OF LUMP SUM t (BY B'Y '.UNIT. PRICE' ;NAMED IN THE 'BIb FORM OR CONTRACT . . } . } BY COST ,QF` THE. WORK AND F I XEO FEE . "` t �',{ "r l WHE1jE NONE or, THE ABOVE METHODS IS AGREEABLE 'ANO' THE 'COMA >_ � .�. : ; i''rr`,',• '+' '1• m NCE.MENT OF+ -C,HANGES ARE DUMED URGENT AND SO , ORDERED BY THE AR,CH1� ' 4rt TQCT� THE CONTRACTOR SHALL PROCEED, KEEPING ACCURATE COSTIRECORDS� ' tT•dGE,THER 'N ItTH VOUCHERS- WITH. A, V I EW 'OF SETTL EMENT yUNbEi R ABOVE OR ARSATRATION; A5 PI'iE,SCRI©ED BY- THE ,AMER_ICAN INSTITUTE O,F!,ARCHITECTS.' r " ART. ,i`6. - CLAIMS FOR EXTRA COST: i F. THE CONTRACT6R CLA I MS� 'THAT ANY 1. INSTRUCTIONS BY DRAWIN.S OR OTHtRWI.SE' ,INVOLVE EXTRA COST: UNi ER ±z,1 ;�OOHT,RAC.T�_'HE ;*HA-LL GIVE 'THE ARCH-ITECj WRI �TEN NOT IC.1= �H,EREOF,. WITH ' �I'. 1, .s ,. . t AREA.SO,NABLE1' T,I.ME'.-AFT FR ',.TH,E` R;1tCEI.PT CIF �SU H INSTRUCTIONS . y "IF SU:CH, 'C.L'AtI KS ,' AR'E, JUSTAFiAsLy.. OVE--R AND ABOVE. T'H,AT Fi QUIR" � t j{'• r i' EQ�'.I��f T,N,EI C0NTiRAC.T` D0C.UMEN7Sj' THE 'ARCH I'TECT SHALL -WITH WR'ITTEN;i T,HOt l ZA,T:ION. FROM THE'; OW,NR AUTHORIZE THE CLA { M FOR, EXTI~R,�► ,COSTS r� A 4. 1 ij U 0VASIONS A.S. OUTLIN-ED U�p,ER ��,CHANGES l,N ., THE WOR,K� i� SHAULrD} C0'No IT 1:ONS SE:.tNCOU.N�'E'RED� y!H I CH ` PR 10R;`T0.` THI;' CONL",y RACT, WHERE , -I MPRACT I CAL ' T.O UNCOVER - IN E,XI ST'i k SjRUCrTURE,S :OR uko R;' � sti3 1 TiiE sGROUND�,, TH£.` C.QN,TRAC;TOk SHALL' NOT tfYr TN£,-ARC�Iii T,ECT'., 1F_.SUC is GON~ i , r � ! D 1,T IOlCJS' Cf(cUSL' A,-HA,ROSN I P �l'O; THE '' CONTI AC-TOR ANO, ARE AT :V'A I4KC.E ;W iTH + r + ' II•[.1w. A:S5U+ME'D ,CONO I T VONS OF Tkt ,'CON-TRACT jDOCUMENTS•p THE 'A RCHATE'CT ,SHALF.� W1THLN R£A'S'O1JtA8LE° ,T;IME ,':1tC'f TO E'17HERC -,THE REQUIHEMEtNYS AU.T{iO.R1-ZE CLAIM, FOR• EXTRA t�r0ST., rvt, .t. ! ' 3. AR T 17 'D� .+.' OUC�'IONS.f OR UNCORRECTED VORK: I F WO R-K, 1 S ENO T `D-ON E '1 AC'"0RDANC�Wl T,H , rNE CO-NTRAGT DOCUMENTS OR,- 4S' 8-EEN: •I'NJURE 8E CCEPTE ,:'9Y, THE OWNER AND`"ARCH I•TECT IF.''AN.;A'GR.EEMENT AND EQUITAB�:E� r DEI �ICT,IONS: FRO-M, THE,{'CONTRACT , PRICE 'IL S GEVEN TH'E,y,OWNER: ` ',SUCH DErD,UC'' l;0' W,! LL `.BE' AUTHOR),ZED';WHEIV 1 N'r THE', OP I'N. I O.N OF, THE '•ARC'H 1 TEC7 TH1� ° ti '1 } t 't� `1NVOLVEQ .CORFtECI IONS .ARE' 1MP.RACT,ICAL; AND THE'-'.RESULT.(NG CREOIT ;TO TH_E1t+r fir• �' C►WtdER ,'°I,S ADEQ•UA'TE.' THE. ICONTt2ACTOR SHALL ��1'LWA.YS HA'V,E T,HE': 0,�'TI�ON` r k SC.012RECTI,NGi, TI.1£4:1�OR,K INSTEAD; OF G.1'Yi`.NG THf," D,EDUC.T'ION . .T y a 1 LAYS: I,F THE• AGREEMENT ND.ER THIS CONTRACT STIPULATES ► ,COMP"CET !"ON: DATE ' OR. ;A TIME CLAD,SEA 'rTHE ,FOLL04!"ING ' REPRESENIS 10 ST1-. Ty11 � a1r � tfICrA'.T;ii?N :0'R EXTENSION OF TdME,+. t}, S -A�•;ACTS) OF'• GO.D! ''WEATHER r ` x �)) p!,} ' + �8� ACTS-�aR ACT iON ,OF. ORA, NIZE'D LAQOR t 1; 3i N ANY,-.0 E BEYOND Cf, CONTRACTOR S ,CONTROL t ! r: .F , ttf ♦ u t \a� .'CiiA1VGES` ,:1N ' W.ORK , �Ej "G:ASUALTIES �' it•� by st b- , + .� .. .,':r , •' _ , "'. . .� ;1 ., .; 1 , "� (1 �fMATER'1AL'.•'SHORTAGE . OR TRA' N6P0RT}�T I'D N'iDrL' AYS ./. t 3 ',yT1�- , { ,� .. 1. --.1�»-• # ' .• '' �'} `t' HE 'CONTRACTOR SKA'LL VI"TifUN' F IV.Er, �S� `GAYS OF,` Tt�E T:. OF ;'DEjtAY� NOT 1,PY 'T4i£- ARCH I TE'CT OF' ANY SUCii. DELAY; ti rr , f.4 ral.H£N''f THE 0p1N I'0N O'Fi',l jE' ARCH.1 TECT SUCH C1,�AIM'S` AREa J+USTI °5 jr�' NpE'R THE ABOVE.: CLASS'1F;iCf�T;IONS AND, RIOT PROM ,.NEGLEC:T ,QF`.THf .r s si,t M1lr iCOtJ�TR.ACT0f2��.:THE TIME OF COr4PLETI�O.N Wt:1.L, BE AUTHO.RI'ZED( f'(►Rr.EXT£NS1ON`'f , �*„ ' ?$EQtlAL T'O TiHE AMOUNT OF OE LAY.` Ct7RREC71 ONS OF THE• WORK BEFORE FINAL NAB PAYMENT: T.F�E, t:fl i�T RA c,T Aft • �t OR 13HAI.L, TEN IO .' QAY5 6:EFORE CONTEMPLATING .COMpL£TION .REQIIE{ST';OF�{T.HE , I4;;ryty A,RC�lIT.EI;Tr AN INSPEC`T10�1.. FOR FINAL PAYMENT;! �A WHICH INSPECT-ION A u' UPL I CATE.s CHECK L'I`ST W!LL 8E t�IA.QE QOYEft l NG 1 TEAMS NECESSARY ,tFOR rCOM , } LET10N AND CHANGES . IN .I:TEMS ALREAOY,`CO'MPLET.£0. , TNE : CONTRACTOR SHALL +'.STARI�i {'INAL' COMPLETION' ON , SAS'IS �OF 'TH'IS LIST. REMOVING FROM: TNE ':PRE M I SE AhL •QbR.K CONDEMHCD BY THE ARCH t TECT' AS' ;F.A 1`L')NG `TO ` COtiFORM TO'! ° ° THE+ .CON TRACY AND COM,Pi E}T 1 NG OR RE-EXECUT i AIG [HE 1�/OR K AS- p I R£CTE.D, ” ! It- ' i t ART. 19 C OR T iON5 F E t�lORK 8 F` RE A P YMENTS; , WHEN '.THIS WORK IS FINI51HED AND WHEN DIRECTED BY THE CON. �) TRACTOR, I THE .ARCH LTECT; SHALL MAKE F I N A L INSPECT IONS AT WHICH T I ME' aur� TN .{4R'CIiITE4T WILL AUTFIORI-ZE TOTAL PAYMENTS IF INSPECTION BY) 'THE ' kIl ;ANC ARCH I T,ECT REVEALS THAT CORRECTIONS ARE COMPLETE AND THE. + C+ONTR/CC'T CA'MPL'E'tCD," IN AC'CORDANCE .Wi TIH I THE PLANS AND SPEC IF I-CA'T`IONS+f 4T, .. 1$ THE INTENT•: OF THES£...GENERAL CONDITIONS THAT.' WORK AT ' TM I S N'" l , J Y .I y It ,1, •. SAECT,ION'' -SHALL (9E TOTALLY EOMpLETEO AND TOTAL, PAYMENTS MADE ., s' ART. COSEECT ION O,THE' t+JORK A�,FTER FINAL PAYMENT! ENTf THE CON7 RAGI T0a 5 5N'AC'1, 'REMEDY 'ANY DEFECTS D•UE TO FAULTY MATERIALS ,OF WORK'MANSH ' 1 �?, AND PAY 'FOR AMY •DAMAGE TO .OTHER WORK RESULTING '.THEREFROMp ' WH I.CH SHALL r ''i, APPEAR!. W1TH1N' .'A. PER I�OD 01+' `ONE• YEAR FR'Ot;'j, THE DATE ` OF ,�F INAL. PAYME.NT,` t r �2 'F�RQM THE" DATE OF ;'THE OWNER.1S. SUBSTANTIAL USAGE OR ,OCCUPANCY, `'OF Q y , rr +�s THE. 'PROJECT, WHICHEV.ER ' I:S EARLIER, AND IN ACCORDANCE WI.T.H , THE TERMS ' r � t;r ' OV ANY>-,'S'PEC I AL GUARANTEES . PRO.V I,DED IN THE '.C,ONTRACT. 'THE OWNERS SHALL f ri'V 5 r1 GI.VE' •NO:T. I'CE�-.OF 08S,ERV. D D'EFEC`TS WITH REASONABLE. PROMPTNESS. ' `ALLY 4UEST,IO,.NS A''RIS ING UNDER Tai 1S AR 7.(.CLE SHALL' B.E DEC IDE.D BY THE ARCH 1~ }�yI' TECT ,.S11$.J.ECT. TO IARB ITRAT IONS, NOTWITHSTANDING 'F INAL PAYMENT: L�- '^ ARTS, 21 'THE~OWNER I.8 � R taHT TO 'OO •WORK: I F•.,THE CONTRACTOR Sl1Ai,.L^ w , _..:..�_I NEGLG. TO' PROSECUTE THE WORK PROPEPoLYf OR F,1� IL '.TO.'t?ERFORM ANY PRO— T' ` V i S !F}N,5 OF .THtI S' CONTRAC,T,� THEE OWNER .'MAY AFTER " TEN .� IO} ; ;dAYy 4�R'I'T7EN j c ;1 L N�U 7`I C E: T8 THE'rC,ONrTR'ACTOti AND' H1.$' SU.RETY PERFORM; SUGH',•W.ORW AND .DEDUCT CfiST :1H,EREQt FROM:"PIiY11ENT}p, TIiEJI .))UE 0'R THEf2E'AFTEd , DUE;...'TH.E.le iii RAC:TOR, ,PRO4 i D;i NG .HOWEVER'_THAT, TH "tARCH i TE;C'T :.S,HAI.L`�APPROVE B.OjH { 'fir x r4' z xj fc HE A�C1'1t�N- .AN.Da.TNE : AMO.UN"T CHARGED TO :.TN£-' C''OR�ACTO.•R.:, rOWNE � RIGHT' 'S TO TERMINATE CONTRACT: .`'. SHO RU D •' THE CONTRACTOR fs�tyf :'g;Fii'AO U0, D•e'BANKRU-PT OR-MAKE,,-,A) GENFRA'L /:SS'IGNME,N'T FO'R, THE, fWENEF'I`T'; 5 t,` OF? H iS:.Q•R;E:D I T;bR.S QR SH'ALL A .rFtECE I.VER BE': APP0'INT?EO ON-, ACCOU T.•.OF 4?i3 iO3 O1V�f; Y� OR IF HE:.;•`SH.OULD PEAS {iSTENTLY OR REPF�AtiTEDrL�f .;R'EF'.USF� OR CFA1L, : : SUF..I?LYI__E'NOU•Gfi 4PROf'ERi7Y aSKY1LLEOiWORKMEN OR- PROPER MA TERI:ALSEK .CEPT.. .1N CASES: -.t�.HERE' EX•'f Et'IS ION, QF "TV *E �'1 S' PROV�IDEDy, O;R';�I F�.;H.E ��5,1'i0tJL0�� FAIL ,,TO;. MA4c-E .. t'RO;PER, 'PAY2IENT. TO SUB ONTR'AC TORS',~ .OR FOR `:MATER I nL OR { ± G•r' _ , ~! LAyROR; =OR, SHO.ULb' r�HE HERS I ST'ENTL:Y D I SREGARD! iAWS� ORD 1'NANCE:S ,pR ,'I STR.tC-Tl'ON5OF THE ARCHITECT, OR- Sl10UL'D ' HE._ 0THE`RW'iSt: rBE GUt;LTY ' OF ' 'S,U85T• NTUF L V IOLA_I'.ION,":'0F 'ANY PROV,1'S ION .OF THE CONTRACT, THEN T`HE ; t ' 041NE,R'�; UPON .CE'RT•IF ICATAON BY' T.HE ARCHI T'ECT THAT`:•S,UFF.IC IENT C,�.US:E E.X. fS'TS TO JUST.IFJY .SUGH 'AC•TlON9, WITHOiJT'. PREJUO.IC:E YO 'ANY�OTIIEJR R•EMFDi,A'E ACTLON� MAY AFT;E'R - SEVEN �7.�• DAYS WRITYEN NOTICE TO THE,�.CC+NTRAC'TO€ty, r `• _ 'T All:l: ATEt THE.' i+IPLO.YMENT OF.,:THE CONTRACTOR " TAKE POS.BESS ION {O F.: THE sir i> `P.REM 15�E ,'` MATER I ALSO T•bOLS,C.AND= APP'L 1 ANCES. Yl:EREO,N ' AND :COMPrLExTE, THE , 1� i I d'/{ � , NOsK r13Y WHAT E,V.irR METHODS HE.,. DEEMS ADV I-SA'9LE'. ' ', �JN.QER' Tti,ES,E ' G 1l�GUPA n it s :T11NC`E.S' THE COfi,TRACT0R ` SHALL NGT RECEIVE ,ANY F'URT,NCR -f?AYMfENT .:UNT I t t r ° h. 5 Kf�RC 1JOtiR'K ?IS "C 0, ED.' S.HOUL'D ;T�iE UNP-AI,D' 'BA,X E OF.i'Ti1E CONTFi.ACT . �, P,R.lClE E!XCEEDi`,TA-E E?(PE (�St~ OF�}`f�0;9`RLE7i.tVC T.H:1: liORK > -1NCLUDINO' COMPEN5{1° �; ':.� T•? _ADOIyT4,0't�AL MAtdAGER I:AL? AbiD AOtd t7H 1STRAT I V,£..SEF2V iCE5 THE,�E)4 Y PPP r C`.E�SS .'SHA L` 8E RA"10 TfiE :C:p.HTRAC 02,: 1-� 'SA'IO EXPENSE .SHALtL', EXCEE4: -:. _ � •S. r �'. !�`• `}ifs? SAID UNPl1,IrD':rBALANCE:z. TIi,E CO1NTyRACTORY NAL'L" 'P'AYTIIE DIFFERENCE ,`T.b T,HEP THE+ EXPENSE.",INC.VRRED, BY .'TIIE OWNER; A,S•. MEREIN,, AROV.IDEb�,`AND` t` y s 'HE A INO' !.: 'N'CURRED': THROUGH ';TH.E DEFAULT,• OF. THE :`C,ONTRAClOR,;^ SHALL .B,E rr ar CART ,THEW ARC H,1 TEC T.". . �pmv. r k. .` .�."f `' +1'. ' "��, i . . - f •{I n r f�/ •i,. r �, ,I' '(�ON� ACT�E�'a � 't GHT` 1'�=STOP WORK AND TERMINATE CONTF2AGT•. •; THE + ONTRACT4IR iw'AY, S.U9PEND. >r10RK ON' THE ARO:JECT, FOR -AN,Y ,OR THE I"O.t,lt0 ;1:NG REASONS .AND, WHERE ANY OF . THE R£.ASON'S CAUSE'S .A. STD�'PAGE' i OF +NIrNi<TY•. DAYS ; t Q�, DA1f� ANY- OR MORE 'HE''MAY., TE,RM'INATE. THE' CONTRA'C;T. y '+r _ C�OUi2 ORDERS OR "ORDER OF PUt3L fC AUT.H0R I'fY. `ji; ARCH.J,T£CT;lS FAILURE TO AUTHORIZE PAYMENTS, r5 ; { IF THR,OI�GH NO FAULT. OF :'THE CONTRACTOR+.] fir,, .,F, .' .,• ''. : ". ' .,. to OWNER 'S ;FPS`! LURE TO MAKE. PAYMENT' TH,E 'CAUSE, x ;+ . p r< 3r:, x' OF.I'TH�I S'. FA f LUA�E WHEN, DUE TO IEG.I.SLI+Tl1� E OR " OTHER; ,AGENCIES BEYOND T#�E; CONTROL. OF r TI' E . v 01tI,NEf2 .HAS , N0 .t3EAR I.N'G' DN -THE ;OPT f ON OF T E CONTRACTOR . 70 TERM IN•'►TE,;.OR SUSPEND, WORK, r }" �ja,•a`` SNOULD; THE CONTRACTOR 'US E, Hl.S OPT ION {TO .TERMINAT£i'WOR.K� ' rf' !4£ $HA;LL..,G AVE WR I TTEti� _N-0T`ICE TO THE .OWNER AND' THE 'ARCH IT CT 'S'ENEtJ; i f l r t L. "VI (7) DAYS BEFORE • TERM INAT'ION AND RECOVER. FkOa � THE .OWNER .PAYMENL,, FOR:. � �. BALL WORrC :.PXE'CU,TED`'AND. hNY LOSSISUSTA I NED UPON ANY.-PLANT, OR' MATER i.ALS r r T.`•' AN0 ReA$ONABLE •PROF I T A140 DAMAGES, w�# y it s{c is r , ,,_ I ) t �• ) t' : � 7'� � ,f n , ART..;24 +� WPF' . I CAjlQN F'0 PAY E T ANQ PAjMENT SCHEDU E! _ , THE CON- TRACTOR SHALL' SUBMIT TO THE :ARCHITECT ON FORM$ FURNISHED BY THE + ARCH I'TtC'T, 'APPL'ICAT ION F'OR PAYMENT ON OR BEFORE THE F fFTH OF" EA,C,H . MA,TERIALS' INSTALLED OR SUITABLY STORED AT ',THE` TE•`. ' TH IS ' APPL 1CAT ION : SH1�LL COVER -ONLY SUCH W(ltiK AS ''.I`5 ';INSPECTED 'AFRCH'IfECT UP f0 �•T.HE' .F IRST .•OF 'THE MONTH. TH.E TORMS, PURN'tSFit:O t AIfCH UT'ECT SHALL ' BE IN TRIPLICATE., ONE EACH FOR TH.E .C614'TRA•CT0Ry �F'1f;y +i r Ot,I�11 R.`AN6: AOCHJITiCT. t 'ALL . WILL A'E•YA1.11 AND KE'EP` UP TO GATE ' THE, 'IZE� S r � IN3+ OF ' I THE CIRCULATE. F � 0."CO'PY 'AUTMO, R,I;ZED,. 'FOR! PAYMENT 13Y, ;:THE. LARCH i TECT'. 1 HE '.CONTRACTOR SHALL PREPARE TH QPYiIN-,4ENCIL, F0k THE ARCHITECT`IS APPROVAL . TH'tS CAPCULATIN(i;`1QPY 0ALL—sk C6mm-CTED IN !I NW BY THE.' ARCHITECT. WHO 'WILL' RECORD THE t d SAME ON rH IS , COPY-'A•NOr APPROVE W t tH' H I.S•, S I GNATURE THE i AMOUNT AUTHQR'! t IIED FdR PAYMENT-. � Fr )� FART. �2� ' PA E 5 Tb CC}NTRA TQ '� THE OWNER 'UISON. RE'CE Ell OF t,',P 7 { + s G,HEDULE ,'AUT,itORlZEO BY 'ARCHITECT SHAI:C MAKE RECORD.,ON: H ! CO PYq< AND: r -� ,.f ( J� � .0 Of2,':BEFORE T;HE F ,i F.TEENTH OF EACH MON1 N MAKE ,{'AY.MENT:'',TO. THE •CON—,' t " + `TgAC{Td4,, f SENO-I.NG PAYMENT TOGETHER WITH 'C•ONTR4CTOR,�•S PAY�AENT ,SC HEDUt:'E,', ;j r % '� ►4 TO -THE ONT.R!AC{TOR. ;THE CONTRACTOR1�;.S COPY.:BECQME3 'THE :C:'iRCUL'AT INd AN*b ,WIl,_ .' 8 RE,;CIRC'ULAT.EP ,1ACH MONTH' �`_ THEREBY, SI10M1NG• 6*A:T ACCdUt�T l IV4`� PI OGR.C.SS� �OF 4H' #6RK:'A00 ::AEJTH R I ZAT,_1,ON. 9F1 �PAYMENI'8,.: I N jt r = t, ? t + , t; ONE INSTRlfN1ENT, , 'PAYMENTS ,SH'AL,V`.PE ..IN ,NO;',-I'NS.i'A'NCES°}6E It y, ;THE ads l D�k ,t}1: WENER TO H£ COPITRAC.TOR, W,1 TNOI)T:,OR ,&EF0RE'. THE', �EC'E 1 PT,OF PaY.E4ENT C 4 z SCHE,dULE AUT. OR'IZE8'Y , E AiiCHiTECT'.: ': .. .� l+A'_MEN;T, SCNEQU{. ' .A`PPROVt:D 611; TtiE �ARC1i'ITE'C;IT' R1ia.R 'PJiYPA> 11 14ADE 'T0 TIE'.CrONTRACrO.Re ,:NOR—PAR T'1'AL +.,OR >' ENTQF2E'`USE.y .Olt ,OCCUP,6�PQCY OF f z THE' 46k X, .(3 Y, ;THt:r.Ohd.14E:R, SHALLI 8E AN AC.CEipT�AldC6 OF. ..A�lY.:4JC± ;'.t)Rr i•SAfC R° r.E �:Y Z !A`4S N01 1 Ni ACCORO�,.NCE• 1d 1 Tla' TH 13 CONTRA T•, :THE+ + F r r: ! l.. C M1A,KI14.�; Ail "ACC tS i "7, Atdti .OF; fiHE-' FI.NAL PA'YMESdT ':SHAI.L: :COI'SS'tITUTE A WA84cR OF AL1.:,CL`A::�`MS �s.T HE 101iJNER OT'HtR`•'T,t(AN �TH>7SL� AEt{I S't NG F^ROtA UNSEAT FL LA L IVN'S?. �FRQ►rlf� \ �^ l 'y f h r, t 3 tjr F>&;ULT;Y. WORK EAR-1NG AP;TER-,,f UNAI PAYMENT' OR `rR(11! FA tL'UREt` TO S lMPI Y; 1 TH':;ORA I PIG$ AND �,SPEC,l t',i C-ATs IOH.'S_' AN, Q`;T'HE•' ,1'ERMS ,Of'' AN ' :vPE�C !11L��OrIIA'Fi� ,.ANTEES'-,SPE6IF IED IN THE. CONTRACT 'AIyD OF •.J1LLi CLAIMS BY ,THC CONTRACTOR EXFrEPT'{ TH6SE {PR'E1� I OUSLY,i MADE' AND ''STILL 'UNS.E'CT1 £O. j. s SHOIJ.LD. TIDE OWN EF�' FA,I L TO ?,A'Y -THE S.UM NAMED • I N' GJ f#T IF d.° r}�� " ,}t + CATiE OF1 THE' A0CMITECT OR--,"I A" i:A1JAR0 B'Y ARB,ITRAT,I'0�1y UPON', QE'MlAN17 1 „ . ' WHE#d' DUES .THE CONTR:ACT•O_R?'SHALL' RECEIVE' IN AOO,ITION, TCY", THE �U.IA NAMED THE ;CER:i 1F.ICATEt ,.,iNT:I REST. THEREON 'AT.;, THE.' LEGAL. RATE:• IN FO`RCE 'AT )f; THE PLACE C1F THE t3tJ1C0IN'G. n `-P YMEENN!'SAND'PERCENTA , 3, l r• ' .. _ GES�iJTTHHELdo :'— ON OR'. ABOUT THE F I.RST-r OF".E*CH 'MONTH' :THE AR'C01TECT . 1 ..PREPARING ;AND AU;1':HOR E.Z'!NG?'`PAY ENT SCH DULE W:tLd iNDl•CATE ON EACH SECTION -AMOUNT FOR, THE WORK C0M" P"FETEv;' .i `MAT}ER I AL++.Sii 1 ABLY {5T,QRED. :,HE 411 L L :TOTAL.: AND SHOW BAL, rh , ANCE,.OUF :E;{�C{H SECT.1`ON.�. MAKE' A- G1R:AND .TOYA•L OF WORK ,.00Mf'.toETED"' 'AND i+;;'i t 7iiHOLO ',TE�dI {I. ji� t)FI EACH 140.NtHLY PAY.MENT., . H ;TEN ..t`1C► ) _ !S rF ? i:t»C!!T Wi:I,L $E WI'sHyEL4 UNTtL. .F1N�►{: 1NSFECTiON :ANQ; ACCEPTANCE OF ORj1{'l, t > r ry r { � . W TrH£ ARCHI,TE T A N -ADD IT !'ON Td'i TEN (40%) PER CENT:;'W I THHELD,' jMAY` ti LO GREiIjER AMOUNTS ON. ACCOUNT OF:' r. 1�EFE;C'T I V. WORK NOT•'.REMER I ED 1 zfl e MS' �`1 LED•'OR. ,REASONABLE, EV 1 OENtE INDICAr ! G PROBABLE ' F'ILING- Of'"CLAPMS ,y C� FA I LURE OF "THE' C'O'FITRACTOR' 'T0 MAKE PAY MENTS, PROPERLY. TO "SU6CON.TRACT0RS O.R` FOR iyIATER IAL, OR 'LABOR' DOUBT THAT THE C DLE / ONTRACT CPT r { D A REASONA . �'. HE 'SC0.MP LC T � Ei) FORS' THE BALANCE THEN. U•NPA 1 D.' / '. 1 �. t• • ' ° t Taw l.E� OA.NAGE TO ANOTHER CANTRACTOR'• WHEN' THE 'ASOVf 'GRQUNOS4 FOR WITHHOLDING FARE . REMOVED ,•'PAYI+lE4Nt # }r+, �,1'• �r AUP BE MADE IF-OR AMOUNTS WITHHELb BECAUSE OF: T EFi. ' •1"� �Y I ' I ., 4a t i r t,�Si Al an Im on , ART. 27 g0NT ACTQR 'S L IAB .1,V INSURANCE: THE CONTRAC,TOR SHALL NO,Tj, COMMENCE WORK NOR PERMIT SUBCONTRACTORS TO COMMENCE WORK UNTIL A&REQUiRED ,INSURANCE HAS BEEN OBTAINED AND - PAID FOR NOR UNTIL INSU.R• r 4' AgCE P,OL i C 1 ES HAVE BEEN OWNER APPRCIVEO� AS TO COMPAN 1 E5; ,AMOUN�T3y i.C()VER'.AGE`..AND FORlIS, D'EL IVCR TO ARCHITECT 'THREE (3) CqP lES OF CER,T I• �i frj F'ICATE;r0F• INSURANCE . '. ;PROV LDE ADEQUATE WORKMEN ' S COMPENSATION 1 N$URANCE 4O,R EM'• ; ,PLAYECS ,.EN.GAGED ` I N; WORK ;WHO .MAY . COME , W I T•H I N, PROTECT ION" OF ;WORKMEN.. S 'COMPENSATION L.AW; AND WHERE',IPRACT I CABLE EMPLOYER.' S .•L ,I A'8 1'L I TY I NSUR- `,,:;� ! A.NCE.,-FOR EMPLOYEES NOT SO., PROTECTED. ,} CARRY,_PUBL' IC LIASI"f. I:TY. INSURANCE COVERING CONTRACTOR llNbfr`1` ' qR SU,BCONTRA'CTORS, AGAINST LOSS. FROM L I AS I,L 1 TY IMPOSED BY . LAW UPON { CONTRACTOR: AND�OR' SA 10! SUBCONTRACTORS FOR DAMAGES ON. ACC.6UNT ,OFt BODI l,Y �IrNJUR I ES, OR DEATH SUFFERED:' {.NSURAtJCE: AGA I N5,7 'LOSS FROM AN r' r ACC.I.OENTJ .,.RjE$Ut,t•i NG I N 8b0'I Y I NJUR I ES.. TO OR I N•...,DEATH,-OF ••-ONE. PEhSON r SHALL?' 8E IN+' THE, SUM ,O F, ONE `HUNDRED, THOUSAND 10O 000' OO), DOLC4RS� • t AND �S•UBJ.EC`T, TO' SAME; LI'M'IT F'OR EACH. .P£RSON�, TOTAL INSURANCE: FOR;; IOS'S FROM �A.NY,.ONE ACC I DENT ; R ES,UIT 1',NG' tN 800 1 LY .1 NJUR t ES' TO .OR 1 N DEATN •i w �; OF'. MORX- �-HAN ONE ' P.ERSONS SHALL' 6E IN; SUM!O.F THREE- HUNDRED. THOUSAND' �• ,�. 000.00) .boLLAR.s�. r; r' lk C1rRRrY �UBL !C' ,1, 1 AB 1 1.1 TY' I'N;;URANC•E COVER I;NG CON:TRACfiO.R" ANDf ,t y r, OR°: SUBC'Oi�TRACTORS, XG1 41NS�T LOSS FRQM.''L'i118I1ITY IMPOSED, B)'Y. L'AW •N CO.Mw t 1*` c tr 1. �TR,AC,?{dR: 11N.Dj�OR S11t0" SUF�CON7R`�1'CrTOR.S ',f OR DA,MAGLS ON' A.CCOUN'T' .OF AMAGE� t` !. ' ;b td ••DES;TRUCTION "f0 P(�OP. RTY COVERED UNDER 'P,UBL.IC L.�ABi,LI1Y POL CY• ' it+I`NSUR'ANCE AGA',1'NS.T �l+t7SS FROM ` A'N ;ACC.IDENT� RESULT ItJQ, J'N 'tP;RO'pER'TY :(N . SHALL' BE' IN :rSUM',OF ,TWENT,Y. F' I V.E, THOUSA�ID'L-($2-5',ODO:OO) "FbR. ONE L 'IAB I L'.I�TY AND AGG•REGAT'.E . L`IA8`1 L 1'TY 'SHALL 8Et'r'�N' SUM " OFJ' 7.WEN7Y �.F I VE TNpUSA D N �S.�OOO.:Oq '', OGLl:AR8 1` 'r 1«t s i, } �,. !'` la, ;i' t. s' •, ,• •y` , c ".+,.'� .. ` 2S CONT CNGE T NSUR,ANGE '(l_IA13' L I TY, AND �'ROPERY :DAMAGE ...: C,OPITR;AC.TOR H l�. FURN ISN';TH.E O.WN'ER"'W,.I TFI GO.NT 1'NGENT "L`'I A,B.) 4. I TY P,OL 1 `Y` COVER I NG` BOD I.LY r'I NJUR'I.E,S OR- DEATH • SUF,FERE;O O•R ,AlLE'GE0' 0 NAVE BE£N` 5UF'!•ERtED� AS A �RESUL"T .O f' ANY .ACC (DENT OCCUR.f�2 9NCu';, FrROM� �r r „ f :fir Lf Y, 1t4 . S,,Y': REA"SOIV '`UF O.R'' i N .'COUR:SE+,OF ORERA'T I ONS UNDER 'CON,7 RACT� '1iJtIETH_ER. 'I. , UCC,URR ING: I3Y,`• REASQN :QFi ACT$ OR OMi"SS,tONS .;0!• CONTRACTOR2 OR MANY •S�1p ,� tr ►. CONTRACTOR `'OR.`80 H� BY' {ANY PE'R',SON,' ORt P,£R�SOtIS . NOT E.MPLOY£DlBY �CtU�N" .RACTp,1r Ok':'ANY ,SUBCONTRAC.TOR OF'•. H,IS9 ..INSUR•iNG J1JN,ER •ACA'INS;T' LOSS FROM I.�B I L`1.TY; IMPOSED:.$Y -1:'AW ;U`P' N, THEM FOR `DAMAGES ON `AC'GOUN.t, �L .1N • , iODEGA . 1CY A SU'R Y C JURfES '0R pE"ATH S t rr{J4af l ti OWNER:":AND ,A'kH I TECT. ;L ItAt3l I I TY ' L �MCI TS SHAD L 8E SAME: AS FO13, S`P,£C iF £d `PUBL IC. ,L { A$ I1; IT.Y•. INSURANCE . r 3 FUR;N ISH . OWNER .,WITH CONT 4 NGCtdT .AROP.ER•TY: DAM.IG.E 1 NSURANCI: �[ + P0'L 4t Y' FQVE,R 1"N-G. 'I.N,-JUR IES •.TO : PRO'PE'RT"Y Sl1F'FE-RED••OR' ALLEGED 7b.•.HAVE ri 1 � i 'ER.F1D. (�}S A RESULT OF. ANY ,ACC i DCtJT °O.CCURR I NG 'F.ROM•, OR BY. REA SONyOI .OR IN COURSE-:OF d1PERATIONS' UNDERy CQ14TRAGT WHETN•EI2 O'CCU.RRING ; rt> 1 RErA.SON OAF, A ;�S`.. OR. OM"1 SS IONS OF ••CO"NTRAC 'OR� , OR ,80TH. '. BY ANY ,;PER-' rOR'': P # S"DNS 'NOT , MP.LO_YEO B.Y CONTRACTOR' OR , ANY .SUBCO.NTR.ACTOR.f i N r� sz 41 ` $U,R I YG :�0,>aI.NER AND At;.CH 4 TEC.T .ACA l tJSTi •.LOSS:,FROM :L 1 Ae'•i L 1.7Y 4 NIrO UPON . THEM FOR' DAMAGE ON 'ACCOUNT ;OF ".S,UCH IN`JUR'IES OR LOSS, DE51G lr,f'lzlz �7��. ,NAT£' ON POLLCY�' AS AS5U'i2ED� C+�l:',Y• OWN.ER ` AND" 'ARCH'iTECT. c LIABiI`ITY f�!i.JT5, SHALL Bt E'' SA;ME,' AS. SPEC IF, I.ED 1FOR PR0P'I:RTY OA14AGE . If1SU.RANCFi. R. NOT CAIJSE ANY bF FOREGO'INC� POLICIES .TO 8E C-ANCELLEp� %01R { PERMtTTHEM TO ;LAPSE .,. 'SAIDI .'PO`LiCIES •OR' _CE'RT;1'F7CA.T1S . £:V1DE�NC.ING SAltD ;� r P}?1. ICIES ;MUST 'COHTA',IN ENDORSEMENT' THAT F�O`LICY CANNOT, 8E ,'CANCE,L`tFiD .O1rF -j � } y AMENDED UNT I I� TEN (.in) DAYS AFTER OWNER ''HAS R.ECE I VEO' WR 4 TTEN NOT iCE . ��ai `ra ARC. 29 F_IRE.ANO��EXTENDED'•COVERAGE .iN��1RANCE - THE,: oW�lER SHALL �c �EfF'EC,T{. AN0' MAINTAIN'".FiRE�, EXTENDED CO,VE•RAGE AIID: ,VANDALISM ANO C'I,OUS M.1, H f EF''_'1 NSURANCE UPON THE ENT 1 RE ST"RUC7iIRE O,N.. WH 1'CH THE WORKra ' 4 OF TH i;S.:. CONTRACT'"'13 'TO. SE DONE TO ONE HUNOReD .,-PER.-C_ENT NS,l1RA91,+E, V'AtUE;f1THE,REOF� I NCLUD 1 NG - ITEMS .OF ;.LhBOR AND: MAT-E.R-!ALS C`p.N°'� ' cf� ;NEC'.ED.,.TNEREWITH• WHETHER IN 'OR ADJACENT '..TO•.THE. ST.RUCTl1RE 1NSURt;D� F't i ATER I,t1L8 l'N ,.PLACE OR TO BE, USED ;AS PART ' OF T'HE PER,MANEN'T'`CONSTRUC" (� T.1.ON ,•INCLUDING,•$URPLUS MATERIALS SHA,NTIES, 'PROjECT:I"VC �PN.cEs w .. r ," IDGE`9� OR TEMPORARY _STRUCTURE.S'� MISCELLANEOUS 'MATER i.Al;S ..AIJO SUP . � Iy PL.IES' .INCt� DENfi '.T,b rTHE WORK ANO $UCH SCAF'F'OLD-INGS STAGING_STOWERSy yt{ :kl FORMS] 'A'ND EQUyi PMENT. A5 'ARE ,NOT OWNEp, QR' RENTED' 8Y TKE 'CONTRACTOk' +<j JHE•••GOST" OF '�J.HtCH 1S" INClUOED iN TN& CC5T• OF• 7}I> WORrKo r k�: i .:fl" !.:F..t.r.3.', ,. /'r 3.. •7 y A, :.i! A•r .tr.. i t t ART: .29, -' R N X EN D 0 R G I SURAN : X LUS {JN : TN 15 INSURANCE DOES NOT -COVER ANY TOOLS '.OWNED e { alf imE4`HAN I,;CSi ANY TOOLS, ,CQU 1 PME.NT, SCAFFOLDINGS, STAGING) TOWERS ", �e.; s ;q�p!: FORMS OWNE,O OR RENTED .,BY THE `CONTRACTOR, THE CAP 1 TAL. VALUE' OF `hI;H0iCw Is NOT,'I NCLUDED IN' T'NE , C0S,T OF THE WORK, OR ANY COOK SHANT I ESp BU.Nf� MOUSES OR `OTHER -STRUCTURES ERECTED FOR HOUSING' rHe: WORKMEN. TH'E, LOSS 1F' 'A,NY� ,1 S•, TO 'BE MADE ADJUS,TABLlt. WIMAND PAYABLE tT0 TH,E �1+lNER, AS ; TR,USTEE FO`R THE ' I NSU.RED AS THE 1 R `'INTERESTS MAY' ,APPE:A`R,, EX•' .C.EPT.. I.N-'•SU,CH ChSES AS MAY REIQU IRE., PAYMENT OF ALL, OR...A PROP-OR i0N ,,0!~' '.'a} SAI}D.;IN$URANCE T4' Bi;'..'MApE TO A MORTGAGEE', AS HIS 1'NTERES7S -MAY APPE'AR ., ; r THE CONTRACTOR,-:AND ALL . SUBCONTRACTORS SHALL BE ' NAME O;' OR IDiE51 GNATgO I N 5UCH ',CAPA'C I'TY A� i NSUREO'J01 NT,LY W l 1',H tHE OWNER.r.1 N ,ALL � ,t 7 ,P0L-401:£ A.r_L OF WH 1'CH, '�H.ALL BE OPEN TO THE: 'CON,TRAC.TOR � S' 1 NSPECT IO90 ' Yr•...''i'.;r? •:�, . C:ERT.(i' I CA;TES OF , SUCH' INSURANCE SHALL BE F.1 LED W'I 7H THE('CONTRACTO,R'.' :• t R t i �' HE' 'S0 REQU i'ftES � '.I F TtIE + OWNER FAILS TO Er,,FECT OR 'MA,I NTA I N I NSUR" J.. J • ' t' ANCE `•AS`;ABOVE 'AND +SO 'NOTIF. IES 'THE CONTRACTOR, THE, CC±NTRA,CTOR ' MAY` tt'i ti,tVSURE " H 15 bWN •'i N•�EREST AND; THAT QF' THE SUBCONTRACTORS (AND ,CH'ARGE THE,, COST, THEREOF f TO' THE• ''OWNER . I F ,T'.HE CONTRAC TOR ,, 1 S DAMA,GEO BY l., V. FA-1 I.U,RE. Of': 'T HE'. OWN Eh J,'O "MAINTAIN SUCH MSURANC E, OR JO : SO ,;NOT 1`FY ,tNE , lcONxf'RAC,'01 ' HE. M{ YA RECOVER ; AS '•ST'I PULATED I N THE CONTRACT FOR RECO /- ktR Q ;DAMAQEs OW NCR, '_CONTRACTOR,; AKP ALL, SUBCONTRAC+TORS Vf I.VE A,LL. , , ,� s. �„ ,•� R:IaH fs, EAC'H AG'A''1.N:St1 TH,E O;T,HE RS,,; F,C+R• 6AM A:G E•S• CAU5ED ..BY FAIRE Ofd•' OT r PERILS CO-VEREQ .B• • VNSU:ANC,E',' PROV I;DE1) UNDER THE,.,TEfIMS OF THIS A�iTriCLtE� , �. EXC.E'PT SU'C.H F� It3"TS,; AS t:J•IE,Y,yMAY HAYF• •,TO T_H.E .PRC'CEEDS OF; IN.SUPAN�E +; THE;.O�JNE�R i A : .TtLIS,TEE • i �) ' ^ a r..l�xl, is 1F; REQUIRED 1N RJR"ITIING 'BY 'ANY PARTY 114 INTEREST`, THd OWNER x ., TRS;7EE SHT4L4, URrON;' Tk.E OCCUftRENC'E OF LOSS, G IYE ®OND+ FOR 'THE} � ,�. i t , PftR PERFARMAN E ',O F'. FI151• DU7I.ES;•'' HE SHALL 'DEP,OSl1rIANY .MONEY�RE^1 QE7t1YEp ,.FRO.Mt 'INS'UR,ANCE I,N AN'"ACCOUN.T SEPARATE,,,,FROM AL HI.S ,Q_T:li4iR '� �� ,U.NDq?,.-At_O 'HE 'SHALL:' IS t ST.R`iBUTE 1'T: 1 N'• ;ACCORDANCEt Id I;TH;''S;UCH ,A,GREEMENT•'AS A' ,r , } y / E R�ART'IESIN' .INtERES1',-MAY . REAC,H, .OR UNDER, AN AWAR'0 -0F ARB=ITRATOR,Sr; z� APPOiN7EDa ON F. BY THE'' OWNER,)' .+ANOTHER t3Y JO.itT , ACTI.OM OF THE ORHER {� Sr ' "1 (1. t tiP�R [1ES ' iNt, I'NTE.RE'S:7 A'L.L;OT.HER`rf'ROC:EDURE ! BEitJG .AS' PitOV,iDEO _ELSfE b(Fi'ERL; `.1. I THIE CONTRACT .FOR',ARB ITR-64T ION.. . IF AFTER``•'L. `NO., SPEC I.'AL . h. 7k.r Y' y A'GRlZI,MENT I'S .MAD:tp 'R{EPL;ACEMEN'T OF� -,ANJURE,O WORK $HAL.L:i BE ORDERE;O ANOf f � r .., EECUTE:Oi AS`. PR,O.V'I.DE' FOR CFIANGES ItJ .THE WORK. THE , TRUSTEE; SHALL NAVE { ;I ` 1 pr<l.WER T� ADJUST AND' SETTLE ANY LOSS' WI11H . THE :) NSU[ ERS 6ilL EIS S q'N.E !OF 7I1!~ COlTRA;CTOR INTE.RESTEO SHr11tL..t7BJECTj's.IN WR;IT.ING •W.1;THIN ..:THREE �� ' r ; + � �t Wt}RiCtldG DAY"Ss OF' THE+. `OCCURRE.NCE'`. OF '• LOSS %AN D', THER£UPON. ARBfTRATOR'S! 4; tsw Yy .r SNit L CNOS'EN AS . ABUVtE. 7THE--TRU.ST,EE SHALL; IN, THAT CA$6 .'MAKE � }r X5'1 7TLEI±IBNF' 1d17t.H' THE ;;iN,SURER5 i'N 'ACC,OR!)ANC:E 1+1I fH. 'I,H'E D I;R%CT IONS. OF RB,I'TRATOR`S', 'WHO...SHALLS•ALSb� - IF,,. D'�STR IBU.T_iON BY:I,AR$ IT.,RAt I-ON: :Is_ RQt�:1,R+E:0�1 D.?RECT aSUCH ;D,I,,$TR i BU7.I Ott.. t:.,,l _ (i: •.r. ,� ; `. ,CilARAN7Y '80Np :'^;THE CbN.TRAC'TOR '5HAL.L :FURN 1 SH;;'A SURET,Y� FOND' F1-td : AN 1A � i ' OF.`T E-N •? '� N fCONfRACTx� PR;10E ; AS rSECUR 1•TY FO.R' THE FA`iTHFUL PERFORMA'N.CE OF THE'` CONS , ''J.A,-� t}i irtlRAC.TrOOGUM NTS': AND , OB.Ij'.i;G�t1TlONS" OF k?AY'ME,NTS tF:�R , L:AB()R A?N0 ' MATEI� IfiL ' +z k r r I.N` CbNNE� .TJQN ,w.1 TH THESE r00C'UMENT,S` .PREM VUM 'V'HA :l. HE' _.PA 1'0 'CONTRACTOR, . :•. 1 1 1a!♦ 1 t .�yt� Fa. ?;l .�. rf .y t t( 7 , l.v�l 1i •,. , '1 1. '1 ,,' ,tr.i.� Re ;�.,,�i�7�l,�T{ ARC.` 3t DAMAGES• (SKOULD E',iTHER PARTY TO TH;IS•,CONTRAICT , ySUFFEI� kt PKMAGF. BECAU�OF,,AHY'aWRONGFUt,, AC'T ,OR; NEGLECT OF'. THE=' OTHR ;PARTY '.• t l t ??lt 141: O12!0F A-NYONE (EMPLOYED BY H'iMp CL'A:IM1 SHALS, BE. }MAD'E., I,N�:WIj1TANG' TO THE 1 P{ R�7YflIA84E W.I,.TNLN A REAS'O'NABLE TIME OF TNE;,FIRS1` ,.Ot3SERV'A`NCE OF rSf, f ;�s Si1C 'DAMA'GEf AND. NOt._ LATERTRAN TtiE ,F,A NAL.. PAY MENT�'>•EXCE'P7.' ASx ExPR,E,S.S'" L01F ,ST I,PIILATEfl ;p,THfiRW'1 SE IN;•THE' C'ASE� OF FAULTY. WORk QR MATERIALS, ANp $ y.. S.H�►LL BE` ADJUSTED BY. -AGREEMENT-OR 1�RB'1 T13 AT ION. , �l NS: BEFORE THC + F+INAL PAYMENT 'UND-E R. T I ,CONTRACi a THE t , A. 1 C0NTR'A;CJ�OR 'SHKI:L'."DELIVE-R TO THE OWNER ,A COMPLETE RElEASE�.' OF Al r ,3 a ft i t..4 ENS ��R{f S 1 NG; OU;7 OF THIS.' CONTR'ACTf, 1 F NO ;L 1 ENS;.'HA�IE' BE W F.,l L,ED aHE CONTRAC'TOR SHALL .. ELIVER(A Wql ER 'OF LIEryS ,INDiCATING• THAT' SHE W-1:0, PNOT AND lj1EFE 1D, ANY. SU'UT.,, 'AND PAY ALL JUS`r B•ILI.S Tf ATtMiG:NT ».ky JTURtE .APPI(.AR A'GA`INST ' THE BU 1-LD I NG AS A RESULT;! OF"WORK 'OR rMp't��lAl;3 'TURN-!SHED UNDER TH I S' CONTRACT. 'IF 'ANY .L 1 E, :,REMA,I NS UNSAT �' f. <; #SFI.EQ'.AFTER, ALL'.RAYMENTS ARE MAQE, THE CONTRACTOR SHA.L`L• ;REFUND ?T0 rat" 0 ERs,.ALL 140'NEYS `TfiAT THE LATTER MAY BE •C'OMPELLED :'TO PAY(,' ,IN~ , �C0 T-",I�NOr AIL "REASONABLE, ATT,ORN£Y FEES. s � : 1 ,i,:fi{ tai` dt x ��`' i-.rr _s. `.��,� a' /• _ 7J. ,.r /.,.y.• 110 11 1 Ill AEZTA. ASS IGNMENT: NEITHER PARTY TO THE CONTRACT SHALL ASSIGN THE CONTRACT,%,OR SUBLET IT AS.: A WHOLE WITHOUT THE WR,1 TTEN CONSENT OF THE ,Y HER S; NOR SSHALL , THC. CONTRACTOR ASSIGN ANY MONEYS DUE OR TO, eiCOCNE , j iDQUE,.,TO H I M HCRCUNDC.Rp . W I THOUT THE PREVIOUS WR 1 TTEN CONSENT;- OF `'THt: 1 0WNE.R ART ,-; MUTUALAE SIIBIL, 1'Y 0 CON RACTORS: 5H`OULD,;THE-. ,CONTRACT . r Q C'AU•S'E `0A,MAGE',T0 ANY SEPARATE CONTRACTOR ON THE WORK 'TM,C• CONTRACT.- •' o `AGRCt:Sa. tlPt]N:' p,ue,',NOT I:GE?'; T-0' ,SETTLE W 1 TH SUCH' CON,TRAC'TOR, BY} AGRE' t .. t y t " ME,N.f-O'R. A.R6I-TRATA0'N$, t.F .HE' WIL.L SO ,SETTLE . IF. .5UCH ..SEPARATE C`ON RAC TOR SUES;jTHE OWNER. ON''IACFOUNT '. OF ANY DAMAGE, ALLE,GEO TO iH A A' BEEN ' r { t SU` TR 1'NED� THE OWNER- SHALL.: NO; I F Y THE', CONTRACTOR;' WHO SHALL- DEFEND ! { t SUCH` PROCEEDINGS AT THE' OWNER S + EXP•ENSE, AND 11` ANYr JUDGMENIf AG. NS'� }THE ;OldNEI2 'A, R,1-SE•. T.H�REFROM, ' THE , CONTRACTOR SH.ALL'' P,AY 0 R,!SA7,A5FY•` IT AND.`,'P,AY FALL . COSTS INCURRED BY T-HE OWNER . "ART. 3�i` :.SEPARATE 'CONTRAC'TS: ,THE R IGI•IT I S, RE$ERVE'6,'13Y-1 THE OWNM TO r1 � t.• W 0R -LET C0N'T RAC TS'. Not ?COV-EREO •UNDER' THE CONTRACT OQGUMCNTS+ i'N ?, O;NN1 CJ` tON1 W I TH.t TH l S- PR^O.JEC1:., .• r`7HE CONTRACTOR . SHALL IiA'V,E ,PR t CNO.ICE ;£OR, ,,STbRA:GE .Qf 14ATER IAI:S ,^A,ND :EQU f PMENTy. BIIT SWA_ 0.`G i,VE , .E,VF,;R,Y.' f2CASONi BLE :(Ci'Pi'ORTUN"i,TY rT,O Tl1I: OWNER 'FQR THE OPERAT.;ION OFD C.dNTR'gCf4l NOT' UNDER rTHE UUR I SD IV 10 N,',^OF: ,7;HE GENER•A'L .CONTRACTOR .J THE VON'TkACT-> 4 wz,ty xt• R"%HAS . THEE 12 1'QHT'� WHERE 6 Y' TH"E;OWNE.R,' 00ES , NOT HAVE ,TO ,,SET OR f3E ' I � �' `f>r ONN t:T'£D .1'O WQR,K :.liN.,DER T-H I S, CONTRACT ' ' !O ,R,EFU`SE'" ACCESS UNT'I L ;"E HA:S 'i ' 2 OMOL ETED A•,LI WORK S-URR,OUNVIAG, WORT( 'B-Y TH-E OWNER . THE? SCFJE;DUI. t'N,Gj 0 ? =f , , N AD MO�VEMENOF MATC . THE C•ON.,Tf2ACT601NSTR1 ( JI1R`tSUq IOS11.:;AN.D' 'AN-Y 'WOR{t rBYrt'THE. .'.01WN.t;R SHALL, BE W I TH :'T,HE c.oN rRAtiC,ra , t . OR.p S WR I rTEN PERM I S5 101+I. iiS ..TO .SEQUENCE SAND DATE'S „ 1 ,Zr k tot. } .:,_�. "�• y.r •.•. +.. •.' J ^ 1 � ' ,. '' - ', r,. '-J . � L t °. # T i 1,,,ik:1L� � :j � _r�. �r 4 •. t. . . t r,:, r. ... •..; . . r`r t rs r � � € ART, 36` 'tsuSC:ggTRACTS THE CONTRACTOR 5HALJ. HAVE , 'L CSTM ON! ?H�:.�Aii:D ' ti f� ter; FORM{ S{!:�<y.(3.NTR'ACTORS,.`FOiR. T'HE ' P,R.iNC:1;PA'l. .Fjgg:T'S; OF' THE;' WORK AS•,. Cr1LLF10 z FOF 'i HERE0 . i ASWOULD iTHE=;OWNE,i� :OR' Af�CJi I TECT',. SEFOR'E THt S I GN IMG; bF i�r _ x TILE` GON.T( qCT. RE_4UEST THE, CHA.NG 1'NG OF ANY ` SU.BC,ONf:RACTQR APPEAR IAA h + ON :TH,EIO FOt2tdyt THE CONTRACT PR;ICE .,SHAL:L .BE 1NC0EASED OR JDE,C;RE:ASEb,' E nlFFERENC:E !!',N COST OCCASIONED BY'. SUCH -C"HANG. 4THE 'CO14T,RAdTOR ' + s gGFEE� .LIE "I FUI L Y R;E5pON51;BLC. 7O, T,HE .'O�J.NER. FQI2.;ACTS AN,D OMI S.S I 61 ' 0F Hf;S:USCONITRAC't,0RS ND " OF}.PER'SO.NS EtTHER„_D.IRECTLYaQR. •1ND.LREC,TLY ti P•40YE0 BY _TH�M� ASC E'i IS FOR ACT-S A .D' OM'fSS IONS OF-, PERSONS , D IREC(T”` 3r .� LY FM!?LOYEO . BY HIM. : ' NO.TH LNG ;.IN THE_ CONT ACT.::O CCUMENTS ',S,HFtLL CREATE f AN,f,' CO'NTRI�C.TURAL. REL'ATION5 8ETWEEN ANY SU:BCONTRAC'T0R AND THE O.WNER. : I FLAT ONS OFL CONTRACTOR AND SUBCONTRACTOR• rHE ' cvNTRAC7q>j '� '",7� Ir.;'• SH&LL B+N0 ' I.N WR 1TANG THE" S,U'BCONT-R,AC'TOR - AND -THE:SUt3.CO.NIT �iAC.TORr"� ..10 ;BE• BOUND-t8Yf THE TERMS zOF 'T'HE A'GREEMENT.y THE GI:NEf3'�1L COi�a11" t},OTO�N S� ,'THE.. PLANS AND SPE.G !,F I;CA,T I O,NS ' AND: ;AL C,ON,TR-ACT QEICU';r1EN�T'.S, ~ A$ APRL 't �AB"LE TO' .HI,S ,WOR'K� '/1N0 SPCC VF I;CA1LLY I;N. T E• :FOL:40WLNG FAR , �� { O,V1SFUNS OF .THIS sA'RTI'CLE: �4it I. THE SUBCONTRACTOR AGREES NOT; APP'L.ICA•SLE 1 , M I.N;O'@: CON TR.ACtTORS 1 •BE .B4OUND TO '`THE'`CaONTRAC"TOR BY.' THE },t C`'�{ ftj• ,t " "t , 1 TO-'AS.SU.M,E, T6VMPV DOCIi 'r` ti. .4) H I:M;• ALL-'OSL J AT IONS':AND .RESPONS IB`I L.1'T IE'S ;THAT. HI:,�. 61�1:: THES,E .DOCUMEN,TS;'ASSUMES ff TOWARD TH OWJJE,R T is S✓ `5 US M,1 T TO. ,THE, CON1 RAC7012 PAYMENT "APPL I" J has CAT�IrON ' AT SUCH .'T IMES. ,A'S' TO ENABLE •.TYRE j � • . CO'N-Tft•ACT0R T.0 ' APPLY.`F0R: PAYMENT :U.gDE12� ART I C E, "°OF r1 , .::THE GENERAL , CONO tTT IONS. ' fr.r 4tta�r, ' , .ti ( r' + k .j� II' + �r'9!,• "h- jr ,a` s• } ~ //C' ;, `:T 0 MAKE', ALL 'C,LA A 1 M S''' F;OR R ,.. . 1 E�X -RASA`. FORAEXTEN S'ION OF • TA ME : AND FOR bAMAGES . FOR DELAYS OR OTH.ERWA SE',.- TO THE CONTRA CTOR 1 N',. THE MANNER_,'PROVIDED, E I N THE 'GNERAL' C 0 N 6 f T.IONS, OF -THE 'CO.NTRA'CT FOR` LIKE CLAIMS BY THE . 4 t4„i r Y 'i CONTRACTOR 'UP0N .THf: OWNER '.EXCEPT` THAT THE , TIME FOtt MA,KING'', CLAI,M3.. -FOR {' k � r =��` 1" ',• 1 ``t �,.' - IS ONE, WEE K. ar J ,' r�' %`�,: ; , #4 ' ' , t, 3 - I , ( , .'� t fi -., < `1 "'l RELATT ONS__�OF CONTRACTOR AND SU�CRONTRAC ORr 1.(Y ART '37 ' - --�1 . . r '+ , . E t � ^G. THE -CONTRACTOR AGREES , ! ` }, ' i (A , TO BE BOUND TO� TH£ SUBCOId'TRACTOR BY •ALL � t„�` ','::' ' } ", THE 't�13L t�GAT ION5 ,THAT THE OWNER ASSUMES ' r , + +•'. , ,` 1. !I It `1.1 . `.r t � ' T•O THE CONTRACTOR UNDER THE CONTRACT ,' ' r 9€� t. 1, "=tr ' . f OCUMENTS i , ,. F ':.r' ' •y ,,(' !I It X �� '`'`�+ ' ` r t.8� TO PAY THE AMOUNTS ;ARE $`'. � ' `I .1�" r; f ; S�j�:'y i'` _ PAID BY THE 'OtJNER AND ALLOWED BY THE,. 1L, ti,. I, + 1 ' ( ( r. ARCHITECT ' IN, PAYMENT' SHEDULE LESS T:EN li` `' , ! ' '` ' 1O }/ •PER �EN7 ,AS PROV IDED ' I'N AkT,ICL�S ,24� , t I 1.-J °. R ANI). 26 TO THE .EXTE'NT; OF THE SUB-' .. ( ,1.). ,, { r !''1 r ' tCOa:TRACTORS I,NTEf�EST. -THEkEIN, r,; 5 , f. (�: `',' r { ` / ,, , ,; I t Ft) TO' PAY. :THE, ;SUBCONTRACTO'R I.,W L I•E;U 0•, , I+ } \ °!;, +, > t,I It i . A. , i I , , ABOVE .TO , SIUGH AN EXTENT ` AND �IN•'AMOUNT_S i i1 �# ,` , �1 v ' " ,$t' �,' , AS A'GREE'0 I N CON,Tt7ACTS'.B'ETVEEN"`CONTR'AC'TOR - �/ ,'' .t,'1.Qt i ' ' ,.,kND :SUBC0NT.RACT.OR . AN,Y,, 5UCH` PAYMENTS ,HY .', ), ` , .' ? '�; ,� i �,, }- �.7HEi'..CONTRAC.T0R EXCEEDING' THE`,.,.SC'Ht0ULE OF +` '. �f"" �� ;j '� `, 1r ( PAYMENTS_ ANI7, RETAINED PERCENTAGES'.SH'AL, } , �. .I i ; { ' ( i ..` y _ = r =at . rn,11. ':, t '� � , . ,a ,' ! :.'r ftOT . 9E., CO.I,LECT 1BL, FR0�1' THE''OWNER UNLESS. cyi t. , G ) . r \ I J , kt li' �,ta'. _' 4y , : 'LnTER .APPROVED sY ARCH IT.ECT ,iN 1PAXMENT ,�`'S, u`I .1 t {`�.�_ i;, r.n1 > pit • , - f1 E .. J v r � ' `, : .t j � r4i4�'�,�5 )l a i t i r. a y r;. I r ,,! k. t,t '�?,, { �I)�` TO. PA`( THE '$Ut CON?RACTOR .1A t'JUST SH,Al2£ s '', 1 f� f�{ p,11 1 !j, t ).. ' = F AN'Y FIRE:INSURANCE•, MONEY"RECEIVED ,BY ;� ` 14 `rh -k. k f� l t � , 1 { ( 1.. 1 .f t ( ',r <;,, j ; r � , + H �Ma UN"DE'R ART.;ICLE' 'fig OF..THESE GE'N)rR'AL + � `My ,, E� ' COND i T IONS i �� :' s lr'1i,•,� :y , fj�.�i .,=TO MAKE- NO •ipEMANQ' FOR L I QU'I DAT`ErD '. DAMA'G£S 1 �' t, 1,ft` •(i,+f r c v_ Sr r;�y I 11 11 I tip 'T ? 1 t �,. Ott PEN:A'L+TY FO�i O£t.JtY, I Ns .ANY. SUM'I'I+Nri EXCESS'` f'i , (_ , s�`I--j-4': } �� ,j, , d!' ;SUCH• d t�lO.l1lV C!`AS k1.AY 8'E SPi=C {F t C.AL1:Y: , a�< < i 1.{ ` t NAMED .11d T11.E 5U8CONTRACT;: t l Sxf' ' - ` � ` 'i `a. t , t r: , `'(- � TO. G I V.E T,HE ' S11t3CONTRAG [O.R AN:-'O.PRORTUN i , Y jt . j y q s t`,1. = �,h ! ' r. T0.'i13E. PRkSr E,NT.` ANf). 16- SU®MIT EV-1DENCE.,` tN ,.rlp i ' "',11 \ i i 'ANY, ARB I TRA'T IONS I�NVOLV I NG H I S' R I GHTa"1 OR,';` ' t ,; 1 a . TO:: NAME,'. ARB {.rRltTOR `UNDER ' ARB ITRATION-'_PRO,' "�, ,,, z,``:, r - V' ) I.Y ., Y �, . ,•J . I.: . ' ` 1 'ii y , ~ i i ! Itli y fl }vr "t. J J +) ,, y , 3: THE CONTRACTOR AND .'SUBCONTRKOTOR '•AGREES T''HAT ,,, �f ;;1. K v Pf ',11 t A I N' THE. MAT�.TEI2 'OF AIiB.I TRA'7 1 ON'' THEIR ! -I I�.T:S l+t} :t r j )y, +� / , i 1 i. .t� {' I.{ S r�r r �, t r J' , `;` y ` ,� , ,� . j .' °At4O Q8 L) �A '.VON S, AND'' A ' 11 PR'OCEDU'RES SHAD. �'. ;' ,1 tH ,:'^1. .,. ,. 1 'j ct' t f ''' .Bg N:AL,OGOUS ;TO� ;TQ10SE SE•T FO�R'i H� I N THESE : � �r ?F« \. �' r� ,, ., , ., .,.r " .ir �r " �' �` 1 r', .! O RAC`,T yDO.CUMENTS. t i -' ' , .-) a Ff, '� 7z� i 19 J t. :N.O'T H �' t 4�}. �! ,# ^; I�, f�6 IN ::TH15.'',ARTICLE 'SHALL. CREATE , APlY /1 r ! { ,1: +4s,!_) ,3ti •w 1 � r} t a ' rOB� 1 AA lON'..ON: �`JHE. 'PART :Ca.l THEr;OWNEFt' TO r Y,�,kl,1. i, % t� .r`; Eti'i `' .y y �. PA.Y. Oft .SEE 'TO THE PAYf4ENT OF'' ANY .SUM 1T0 ~. ' � It ��'�� 1 }-11 .'. ? f IL t. }i gg�� `, r l r i THE SUf�.CQN TRAC tOR 0 1. ; �; '� l V [ �i l �F SAY 1� 'il �7�iM' _:� r?~'' ;,.'(' ' ` '1. .'! ''r� :- , J ,� > r,' t J `; .,i t. r ..+ l,i r'y. 'y,11 i F , , ' r' } r''f.' ': a .., `� �'�r'A T, " 3 �,.ARCt�1'i'EC `,!SsS ATUS: THE A;RCHITEC�7 SH{iLL `HhV,E DiR,F�61 Ott qA� �� t *t t� ' r> }�f ". 9EKERAl;; SUPER•Vii,S1dN :.',OFurTt}iE• YICIRI(: HE` IS .T.HE .'AGENT "'pE-"THE;;ACJN`ER :{(��1(lYY �� ` ,F�rZ =�i';f'H'I :��:_ OI ?rHE :EX�TE'.I�T., P,' OV i UEQ ~I•N;;.;f.HE SCONT; .',iCT 'DOCUMENT•S .ANO rWHEN I f� t•SiPEC 1rA; , t`"{{ nF ' fk � /' ,.. ." ',> �0, �l.'N+STj 46e�i HE IS TAUTNOR.IiZ.ED 'B,X THE OVNER SO T� fAC1' !-N ,SUCH, (NS,'CANC�ES, °= " /' �" '"11 .�,E..+�� "*,(r �2E UE�S1' D BY`•TEIF� .CONTRA'C�OR�K' H£f,SIIALL .SH04J' SUC,}i AUTHOR is Y S,{GN`z f �, � � 'S' ti �r<t:.Y t' S� 1 I 11 . ,E~bW.NER . r WNEN ;,{N-ECESSARY TO INSURE '.'T,HE ;f.ROPER E'XE'CUT 1014 O,F THfi. 1 f siirr``{ 6'*' anii\ C \ , 'S1C ._ORAIOT-r00CUMENT.S HE ';HAS. .T E" AUTHOR.1'.T,Y'. TOi. STOP :THE WORK. THE,t..ARCHI,�' ��` r �? '1. I r _ s.r. �, ti. t: r`I r� .i'1'. j;+ . TE;CiT ►S`'. ! N• ._jHE': FIRST INST:AN.CE�•, T.HE " IiNER�PRETE,R. OF.'":TH.EaCdttjpl.T, l ?J`S' OF`"( 'iry' '.tt;t _` ,1. ` �. ,: T,HE:•i! ItONTRACfI ANp", THE ,:JUDGE �:OF t",TS 'FA'I'THF L PERFORMANCE HE ' SHA-L,C t %'1. ��4 55' \NE,•{ T,HER` ;SIDE W 1 TH .'T.HE OWNER-.j,; .NORM:THE. CONTRACTOR j BUT. .S:H'3►LL;f 1J5E 'H I S• r ` t � t 4"i f f it t o-.Y"I �� +. *.. 4 PLO Ef2$.' UNDER' T.HE , CONTRACT TO ENF.O.RCE(..THE',' FA ITHf:'UL'., PERF;ORMA'NC-E .,&I ' � ,;. ,` ti PR t,:. "�, ;' et ,� i0O,TH. . , IN CA$ ,OF TERMINATION .OF TH6 .EMP,LOYME�IT OE' , TH£+ A'i2CH'13xtC4. p „ ?, :�; �1 I :1,11 �, t�� i{` •, fTHE ;OWN.Ef2_ ,SHALL, ,A;PPOINT' A G�APAt3LE ANO REPUTABLE AR'C•�HI'TECT� `A'GA',INST ; \` .: L 'Y c 1. 4;f.WHOM ,,+THE CON,TRI C'TOR HA5 NO• REASONABLE ' OBJECTIONS: AN•D. WHOSE S'T,ATUS r '.11.,% ?) � U,NDEA THE CONTRACT' SHALL 8E THAT. OF THE FORMER' ARCH I TECT* ANY 0)S�� *, I. 'v, r t;� �.1r '' IN.;SUCH ,yAPPO {N7:fdE.NT TO Bl= SUBJECT TO ARBllTi2A,T'ION� r�::�s, � :', > . ) 1 , .4' i ,. , 1 , r 1.t.�1 v A, `t. I ) , i- I t ! c a -. .� i t L.1.Y+ly, rt}4r i' St, ' 4 ` ., .y !I ' " _ I � I ` I to N a l t' ,{- r� 1 I' ll t : r s % yj , , ; i IIr r r i , t o 1.�tiea! 4.t'4 1 i - r I r r; f t , ,s t \.i.` x :t v t.i. ,yl.I l�, , .,t '111 "-.+ 4 ` ..I'll j' go Y. {0 :. 21,,1 . i e. - .. rt 1,' .. ta j * ,� i ".�.1 , I 11 `,1' . . , r �' .ti ; _ . t i �., f 'w ' x`;: ) lT• ARGHITGC�'IS DEC IS IQNS: THE ARCHITECT SHALL W ! THIN A . READ .+ T '', ` '; SONApLt TIME MAKE DECISIONS ON ALL, CLA1M� OF. THE OWNER OR CONTRACT- 'a'` I i ',' R AND'�ON ALL OTHEi2 MATTERS RELATING TO THE EXECUT ION AN0 - P,R.OGR.S*S. i : .i V.,1. ": OF THE WORK .OR THE INTERPRETATION OF THE CONTRACT DOCUMEN,TS,. ," . THE �ARCH,I TECT ' S _pEC iS IONS, IN MATTERS RELAT I.N,G' TO ART ISTIC ' '"'1. ' .t`f 'ti, r, A';N6 S•TRUCTUI'iAL DI'SPUTES" SHALL. BE FI,NALp,, IF WITHIN THE, TERMS O; THE," U,(,A-1.tl;t '.I,".1-11 CI,ONTRAC.T'' �DOCIJMENTS r. �: , � .Ili �- t') ,l, IF;�: ,NOW'EIVER� THt» ARCH'1 TECT Fd 1 LS .TO."RENDER !A DE'C 1S 1O.N ," / �� , L Gi I Wd JH IN TEW,i`DA'Y5.,,AFT£Al T'HE' PART 1 E9•' HAVE PRESENTED 'TNE IR 'EV !DitNC�E� .'t 1 t i . T i "E t (H£,R-..- PART-Y.;•M'A:' THEN DEMAND 'AR0. I TRAT 1 ON :" I F '.THE ''ARCH"I,TCC T: RENDERS y ',, `: 'A DEC I.S 1,Op, AFTER 'IR8i I TRAT 10N � PROCEED I NGS ,H"A'VE BEEN , I N I T'I A'T'ED�"';SUC,1i` ' +I, ( "0ECIS.11"043 MA'Y .�BE;,ENTERED 'A;5 tEVAPENCE 8UT' 'SHALL NOT�. 'D-1''STURB 'oR. INTE,R� , +I 1 , '`1.1" 1• ,...1 t h ti M .. � RUPT . SUCF� '..0ROCEED"INGS ;EX,CE,PT "WHERE SUCH: .D.EC I S I ON I S' ACCE',PTABLE' TO;., , 'I. 1 `YF.tHE("'PAkRT1ES CONCERNED i �, •• 1. i .% ��' y' ' `: �ART: ,'46 1�B:f�'RATIQNSt..; -ALL, O�ISPU�TES SUBJECT; TO- A'R8 iTRA"TIO'N. U.NOC�R` ,_s,_% r Yi ir, �. . E �t I.. 1 O i '; ` -, + § r ,'C ,l:i. :.i. j. ., ( { l�r �` ' ART. 43 GU'fT�NG� PATCbING AND DIGGING: THE CONTRACTOR SHALL DO ALL ` <<'�,,, ' l'.�, 'S' ? ''C.UTT-t NG� .F 1 T'i' ING OR PATCH I NG' OF' H I,S WORK THAT MAY BE REQU I RED TO 11 r t+ ,I ., >r MAKk, 'ThF P`h`RT:S' Cd�i"E 'TOGE'THER PROPERLY AND F I7 .xHEh1 TO' RECE ivE OR 81; r. " : 1.1t ' .i rriCEr1Y60 ,HY . CONTRACTORS TO THE 1' 1 t F } - , ' "AND, SP. F?'f CAT f'Ot, j �ORV T-HE' COMPL"ETED STRUCTURE'':ANp'' 'MAkE G000 Af T.ER . .1 � I,l °,�{�F�' . THE14 A4 THE AR.C.H:►.TECT. MAY.' D.IRE,CT.. f V.I., �1 ., I ;' f.' ',' {p.. .,' t'NY EXP£,NSE'l CAUSE D • BY, DEFtC iV£ C1I3 I.L L'';71 ME b' Wd.RK :`HALL tB� ! � i!_"' 11�ii,i, rr. f �+ 8flf2NE .' Yr FNE PARTYcs12ESPONS, I,BLE . c; L 1 S I i ' L Y i '� I 1 i , ( i , r ti i ,�T. ri)y t,. ' � )� ".,,..,.. -.T,HE�-`Ct3NTRACTOR,rSHALt NOT ENbANGER ..'ANY WORK. BY...'.CUTTING.. .} '.. "t � '' )'. Ik`,`'. ' i � E_XCAVAT\fNG''� OR. �O,.THERW I SE ALTERING THE WORK AND'' SHALL' ,NOT ,CUT OR: Al T,ER Y,,, !' .1.IF t'r;r, °' • TH£ WO:R}t,'.OF `At Y ' OTHER ''CONTRACTOR ,WITHgUT THE CONSENT - OF, THE AR•CF! I,^ stc;$ €j` x �t TEST. I ; , �( 4 1.1 { all; ..1) "'J ,. `+ �'. 4 t I ,, , i , ARTS; .4' - .CLEAN'ING UP: THE; COtJTRACTOR , SHALL .'AT ' ALL t lME'S ; KfwE�P. THE , , ` ��,' ( ', P E,MI SES ,FREE FROM ''AC�C6MULAT.ION- OF WASTE- MATER I'ALS'i3OR RU80.I SH, L�AfUSEp ' ,`; ,�`j + BY' N ► s% EMPL;OYEES OR wolfK,p ACED A7.'-THE COMP,LET1'gN OF T'HE WORK HC SHALL 3 �f 1.kt 4 ''ll . fiE,, . At:f.,r N I S,. RUp8 1,$�t. i'RC�K:,AND. ABOtl,7' T,HV �BU`I L,b f,NG, AND ALL H i S -TOOLay 4t`!� f;,I .1 �� t Y ,. Ir I , CAF',FO`LDI,NG, AND . SOPPLUS':' h1AfER IAL'S AIIID SHALL L:EAV;E .' H I'S ,WORk, BttbOt�, ',. 1 ` � � ' ' z 'l l ' ,t 1. yi ,, CLEAN 'IOR I''.TS ,EQUI•UAL1=N7� UNL£;SS "MORE ErX_AQttY' SPE'C,lP1Eb.:; ";lN -, y ,r!'�z,� `tj y,•�,,, ,�e GAS`E_ OF D ISPD1 E THE, `DWN,ER MAY It.EMO.YE . THE 'RUBBISH AN d::.CNARG� TH.E ' GdBF ' rat wiz.+. i..,.#A"I.., '' T0' HE�' 5EY,ERA� ';C014TiACTO, S, A;SjtTHE AR.CHITECT SH LL.,:D .� ERMtNE T,Q' 6-£ 11:'`F '�„' s,�,'I. tl�,` !f .. ,, Fes., �,r .. .t f 1. ,l / ,' ' ` t .� } .�a)�IL+,C!1. {tir l 'y {a,. {!j•, �ttr. r ! . ' }�-! .� '1' L ,. S r ` t � ' . , ° ! 14r '.{t`ti. p� rr' r A 2T. 5 f rl.'1��:i_l•DAT , -:'DAMAGES': THE CbN�TR�CTOR' S{1A L ' W i TH I N; SEVEN `. X 'f: :;i:t-fi ; \ !, '""�"f"�' r - j . )'. .r' }t . 't�• (."7n�J1#•r,/1.�t, t {7 .rf , F'ltgM fzTiiE '+BEG I N�NJ•NG', r ,ANY DELAY.p NO.j.ff Y: .THE 'ARCH i.TECT'" I Ni ,. �� i',I. 5` .wa:iTI Gy 'tiAr�WH�I'C:t1 '`IiMC TIiL% AR.C.HIT;E,CT 5}!kLL DE T`6 I• `i' 'IF rTHE'REt. t.S.•,: ` f '� . ?v a= ”:z'v, , �. . f , r j( , 1, �1i �',,A-,:, lei, t R£ASI� OFYL 'CAUSE F 4R DE,l,AY AND ` GFtAN7 t:AN -E 7EN;S f ON .OF. .7 1 ME "ACCORf� 1, ,,G ;, , ` _";,J. :Lf. 1 1 ++ H , x{% tY rY r �v�,(/ `,i (i) , ,J 1,: rC, r i. _ 9 t.I t l., l_` ,,. t! . r'�r Ir' .III`( 1i � s ! �. . 'S :` . . +,:. .) ' , �i.t �, .. �I,„,,;.. ,'.t7' •�, z ? 1 J Y F 51, , } !� .t,6:, r .! s' l , 1 ,, (. t t I, �f,,`r> }� . ii, " C�"O(VER►.IMIENT PR'IORI•TY OR :'ALLOCAT:ION�, `AC•T,S OF,'Ci0P��., ITHE :PUBLICJ� ', a 1.i iy, "; Jl.,'�� .�1JE ) :1'HE ;OWNE�2p` F I7RE5p.' FLOOdSp._ E1PIOEMIC.Sp _"S't $ It�ESp, .f:R'E.t,GHT �'M�' !' '''i'1'�. �t I . a i BARc;6$� . S VE�RE''„t�lEATHEit 'OR .A.NY 'DELAY•,OF • SUBCONT.RACT0RyS PERF0iTh111NC� .C±F ' 4�i; >>;11_, y:,:,l WQ,R ISt� 'fjUE =0 fHE �AFO,RE ' S,T"ATE�, iCAUSE'S.� SHAT L ,BE DEEMED JUST ;;CAUSES Oil "i ; ' ?�,_%�.,!r: ill EX'7EN5 !ON.JOF "1'ME • ' ' I I r,A J, :.,_°7t'i ii ( „(. �. �t ' ' r 1. ti ' aI t , _"'! ! !, 2 1. rlJ{5 r t, i F k ! 1 t r t`e. ryr i`Sj�'t q' �; .� �..J i1 ,; .'. ,t i,— , .f ,I, !f .1 i ,: �I t z {,r & 'i.1 'r �' S r ? I s4 4 '"� r ! }^i.J` 1,�S1 i' f (t''•t ! r7 r� ;) l; ) , 1' Y i . �'• : , 1.. 5' r S '1t , ,r ,,,`,t Ffi^tSb f t e' t R l{_ t r.�,,, !fir{ t >` ` 'i i � 1 S I i ' ' ' Y i -�. IS ��yy�,Ir'S}' ,f�x 1L i r r r'117 1 r j ! 1 I y t �ejt ty} t '' tit. , ) I w.: ""j 1 t 1' /,' '� '� I 1? !}s"L✓' S1 LI a ' ' t. tt : ; . ! ,r r 75 j . f A 'y 'T A k�'�'§l ` T� �'' i .'( e( J t I 'r .t 's ` •' rj✓a w rti 3t' } rtir l I t t /iii .r r t �j Ili Y 1 y �; (. t.,. ) s ,, f1 �; t*1 f k+'j•� fu J k} ! 5 a r t i „?:, `i. 1 •'>i ,' t- Y -- f`% tiEf. rtl'� ? tl` , rS,,:` L ;.:y;l �." ' + ( 1 � j� ''' i4 .t'riF "'. r1�1A. tr '' l ..II ! , , .,. .tr �.^, N, ,� i , 4 5'.Y?s 5t�'• t j •,./. i IJ , 4 ' ti '� � ( { l�r `i;0,.��,` v.. Y,s:qi �' �. zt. ,! . ,4L. , .I"r - '\,' 4 •,;i "4 I sF.fc L 4. t'_ tt .r .(. j , { t ra.•t(4.',I '{ 1 , h I 1. Ii`F r r � ' f� l� ; S' 4- - . 0 . . : I I � .". I C I i . -, � " , � .1 .. . I . � �l I'- I 'I� - , � 7 1 !: ryr t ilk i i r ' .. ., , 5 r A _ bpi* , 1 ,,' ) t t �5;( �..z; 1 Si r ! t I �' rA t - .r '.t , '' '' .t t,. 1 Y ,it r” =J t 4 y {� x. 4 7' t, ! i;, •yep t 1� ( r f 11 Y� Lsr1 1 .s�'�"_ .. �, vhC ` r i. t ;13 ir ' r Li Q Ti .:`l . 1 : ..,Y ,:'E; I i y;i':`:' 5 .. : A YS S �- SL* 4»i S } , L�,y.,.a 1: / r-W 11 S xFg ` �)'Z t 48i+ iet. 1, "'I" .` `1.iL" ;'1 > '. ) N( TICR TO BIDDERS ; �`�� r xNFORMATION FOR BIDDERS .. ,� , �11,, ::11 fr FREVAILING:t'rT►GE SCHEDULE '` 1r . ` !3ID, F'OR111 ' .' t tt , �'; T' CHI�ICA7G SPECIFIC�ITIONS , ,;� ,rt �, { SECTION 1 — EXCAVATION r' �,, I �,, ,r 11 .1 it. r i i 1�4{' t` ,,, SECTION S d REINFORCED. CONCRETE (INCLUDES BID ITEM i�4) ` =jt s`ri` „11 tsF a'. ,� 7 y1 i , t• , [! .!�}r rS TV tl �; a�F4':r1 1 t i; 'r L1T ON3- „� '°n T'1/'►L7\/NLb J.. ' ,f f�+i?tf{y{T�{�l,'�r i�bra J t - .i r ..F f Tut Qi i 3i;;:' �i( 2 ! 7 i r r », { ,t. .c V} t 1L.r V'e.S 1c, �` :'{h SECTION /y STRUCTURAL .STEEL \ ; � €k� '�_ #r t`�1 .�{�21 frl d F } 1'.Yf Fc H]i. ;�. 11 x yyrL1�f al .lax. r c r \ , •� r. 'S r'i T rau F.'4'!•1 p?. 11 r,$ �>. J 4,: SECTION. ;. STEEL. ROOF FORNI��(COMPOSIT. .I'D PANEL] ' :1 , 4 `iY. '-A Iq 1.� { 1 1 Y _ .. 1 IJ 1,L ry." {t I �F�1 _:6-�. . t + > ' . 3 SECTION' 6 --» ROOFING; .FLr15�#INGm TNSULATION9: SHEET.'1�1ET�,L� „°',ax. ,-_ '!,`'� ?,,. �, �i FACIA ANU COPINGS ' , �'�,5ix ,, ,ti 's } r.�r ..�.' j a r,. r < �N+r \Rn tz?fir rFf r 1{ 1., a 1 f, e _ .',.' .• I r' tt .W JA," t � , j;' , . SECTION .. DOORS � FRA1�S -& HARV-1ARE 1'klb sy ittx` �,11 . 5 , Y q3 d f�<� SECTION :ALUMINUM �,IINDOTrIS (SINGLE HUNG ° h ¢1. )�� ri,)i:Nt fi i ? a b J,4:n'4t 4 �5{ 1`, ' SECTION 9 GLASS GLAZING & MIRRORS , r 4 'f`f5�; '1. ��,r' ' SECTION..'. 10 TOILET PARTITIONS SHOT,+IER DIVIDER'& SAFFELS ' :Y h `/1+' .j I Q pr 4 f-1! 1y. S - :rj t 11 1 Sa 5, r. Lt s SECT ON �.1 FURRT11iGe LATHING & PLASTERING ,' ,'��'�� r f i, } � iy;41x4 ., .. t I .r f; n.. c �'f,7 .rcv. <( ''`�'"Y i a`r7 {4 ' + , ` SEGTIOF! `. �.2 �»: CARPENTRY"' PANELING MILLZVORK &.:MISCELLA�1(EOUS '� '� 's`L it,€ .q r r A Cr s1� "' r r �4 � '` (INOLUDES I�TD ,ITEM Y��) ' `r' ;? rl z ) 9y� tty?tj fir. yet : ` -1. t s pfLgyarp �'��!,.e'+'�r�'' ; < SECTIOld ; 13, CABINETS & F TRNISHINGS (BI1� ITEMS alp' ,12: �3) ,, , 1 ;�Y' wt «'t.a )t r h'{ `?rrv� i f r J.i :.,. :. � I 1 s 7�h',yr'1N'r1`!JI r+c}Xi ,7 Af '� 's t SECTION 1 RESILIi�NT ISLE (BI13 ITEM t�) t 1'? ahti.11 1. '7 ,11 1_v,,f { iu)'fit Fr).c , :.'...'.. ,, : : a ..r i {J :, K ^}„i ' Ij:i ' !, SECTION.'. �.� ' CCRAl�iLC TILE y n'4) a�r' P�M{(•j'rJ�\FV�y 4) j.�a �Y 1 T .! ,.! 1 J'.' l _ fi.l ANY L {7 F _ y ``A lr $ ,141 })i, r r r t1}1.. tx yr .1 .�� §,,{a! 4fr a 1) t rl SECTION ' ],fi PA2NTING (HID ITEM ,;�7) 4 t{' i. a Act }S;+ i {fit L. �t ��f' tttJi a, 1 C; 1 / i+'! 'l'1'i'.?rr Y;��g 1.M,a. J 1C'F4 1 G , o �' ',N ptn I ' ll f. 1„i, r t SECTION 17 — OVERHEAD DOORS (BID':ITEM r10) ) h y R � 4;' k r�A� c`'ri rr � ;C ,n , � �r ! 2 sz,.�rtY�'��7'�s�5�. t A (}�1 I i ,%ff i q l 't.t i i fp k r } SECTION 15 — -PLUMBING (BIND ITEM3� ir,r ,; t�d'�I tart '�"fw,.. r, : f' ' , rt j7�+'�k�1a•. 1;”b5,%,A,.l Jt.r :. is. ..,F ... :r. s �t�:t\i?'€ry+'•rrk. ti 1a P E :v SECTION ; 19 :. 'ELECTRICAL, LIGHTII G� ''BEATING VENTILATING, ,r u{s°� i 1.t� �-1 5 I �& AIR .CONDITIONING (H�CD ITEM . 9 F a � �rr1 !i .€ r sy ;ni [ k t } ,hi r 1. G 1 }� ��R wfri( - t Al h5 1 -)J t Jt..t" fi'F'`� at.K+,��,,;�, r,.Y \.,. .. .. i ..l it . u� I }F=" , JlnJ 1 1 k 11 f iy`rt'. Jet .r . . J { 6:Snti fir I ' .r _ fk,, rrr F 11 s Y4rtSj a ,) d. j dt:, r r 14 ) '' ', Fs f ' , e r , 1 o jF s tr..'bT rf .. ;, 11 y�i11, rrr w t yS L i r 1.y i��jy't1etr �yl� y�nou 11 ' h r4Y r F! !y 1 / G 4 ' NOTICE TO BIDDERS Sealed proposals for the construction of Fire Station No. 3 4 in. accordance with Plane, Specifications, and Contract s Documents should 'be addressed to City Council, Jefferson City, Missouri, hereinafter called the "Owner". These proposals will be received at the Council Chambers until. 8:00 p,m. DST, October 2* 1966, At this time they will be publicly opened and read aloud. No bid will be accepted after this time. A Bid Bond payable to the Owner, in an amount not less than Five Per Cent (5%) of the largest total bid, shall be submitted and included with sealed bid. This Bid Bond Shall be a guarantee, that, if awarded the Contract, the bidder will promptly enter into a Contract and execute such bonds au may e required, ' Attention is called to the fact that the Wage Rates for Labor and 'Mechanics engaged in the construction of this project will be not less than the Prevailing Wage Rates for similar a, work, as determined in accordance with the "Prevailing gage Act" enacted by the 1957 Session General Assembly, State o£ r Missouri. A copy of the "Wage Schedule" applicable to this f job will be included in Specifications. ,.>. �+,.,'.�`r a .. "•..`. .." "" ; Vii, The Owner reserves the right to reject any or all Bids and to wave any or all formaalities. k, �4� w S ! Jt rr• T Plans and Specifications may be examined without charge n ?' ! .the, Plan ,Rooms of F, W. Dodge Co., Ste Louis, Mo. , and Kansas: City, Moan or,may be procured from Drew ¢ Jablonsky,' Archit(ict$ 4� 1l& East �I3.gh St., Jefferson City, Missouri, upon a deposit,,... ; of X25,00 for the first set and $10.00 for each additionail set, refundable upon the return of Contract Documents within five (5) days after receipt of Bids. AlI E3ids may be held thirty . (30) days unless sooner returned by ±tfhe Owner, J,r' CITY COUNCIL i 43 i JEFFERSON CITY, MISSOURI , �t? 't • l .. ,rah r Wit x 4� r •,s"F rat 4r .. ., 7 P a INFORUATION FOR BIDDERS 1 InterRretgtion of Dc uments: If any person contemplating submit- ting a Bid for the proposed Contract is in doubt as to the meaning of any part of Plans, Specifications, or other proposed Contract Documents, he may submit, to the Architect a request for interpretation thereof prior to four days, of the date of opening of Bids. Any interpretation of the proposed documents will be only by Addendum duly issued and a copy of such Addendum will be mailed or delivered to each person re- ceiving a set of such Documents. The Owner will not be responsible for any other explanations or interpretations of the proposed Documents. 2. Bid Security: Bidders are required to use the proposal form attach- ed to a" and made part of the Contract Documents. Each proposal must be accompanied by a Bid Bond acceptable to the Owner in an amount equal to at least 5% of the proposal, payable without condition to the Owner as a guarantee that the Bidder, if awarded the Contract will promptly exe- cute such Contract in accordance with the proposal and in manner and form required by the Contract Documents, and will furnish good and sufficient bond for the faithful performance of same. The bid security of the three lowest Bidders will beretained until the Contract is a- warded, or other disposition is made thereof. The Bid Security of all bidders, except the three lowest, ray be returned promptly after the canvass of bids. The successful Bidder will be required to make Per- formance Bond equal to 100% of total contract price. The cost of such Bond and selection of agent by the Contractor. ,.3. Time of Completion: The Contractor shall state in the Bid Form the umbe off° consecutive days that he requires to fully complete the work. he Contractor shall pay Owner the amounts (as stipulated in Bid Form) for each consecutive day thereafter until completion. 4. Site Responsibility: Each Bidder for all part of the work shall inform himself of the condition under which the work is to be performed, the site of the work, the structure of the ground, the obstacles which may be encountered, and all other relevant matters concerning the work to be performed. The Bidder awarded the Contract shall not be allowed any extra compensation by reason of any matter or thing concerning which such Bidder might have fully informed himself. 5. TeellearaAh or Telephone Modifications: No change in Bids will be accepted by telephone or telegraph. o. Deliverer of Proposal: It is the Bidder's responsibility to deliver his proposal at the proper time and place. The mere fact that a pro- posal was dispatched will not be considered. The bidder must have the pr=oposal actually delivered. Subcontractors: The Contract as set forth is to be let under one enera Contract-7 The General Contractor shall be solely responsible 46to the Architect and Owner for the proper execution of the work. Sub- Contractors or contractors bidding on portions of this work as set forth in the Specifications shall place their bids with General Contrac tors and identify the extent of their proposed Bid by the applicable sections covering such work. The sub -contractors shall be listed by name on the Bid Form and due cause will be required to change there- from. $. Bid Items: It is the intent of the Owner to build the complete building as shown on Plans, but in the event Bids being more than funds, Bid Items as listed in Bid Form shall be bid to ascertain deductible items. 9,' Items by Owner: Builders Risk Insurance on building from the beginning of construction. Floor waxing and buffing. 10. Ge,__Mr__9_ Co�itign.�: The Standard American Institute of Architects Current Genera Conditions shall prevail and become a part of the contract Documents as if attached hereto. Copies of the General Condi- ions may be secured if desired from the office of Drew + Jablonsky. 11 Special ._C..oriditions: Liquidated Damages: The Contractor shall within 7 days from the Lsginning of any delay, notify the Architect, in writing. At which time, the Architect shall doterinine if there is a reasonable cause for dealy amd grant an extension of time accordingly. Government priority or allocation, Acts of God, the public enemy, the Owner, fires, floods, epidemics, strikes, freight embargos, severe wea- ther or any delay of sub-contractors performance of work due to the a- forestated causes, shall be deemed just cause for extention of time. WAGE RATES FIRE STATION E- SO CI . MISSOURI In accordance with the "Prevailing Wage Act" made a law August 201 19579 by the Department of Labor & Industrial Relations, Jefferson City, Mo. , the following wage rates are minimum required to be paid on this project : PER HR. OVERTIME RATE RATE ASBESTOS WORKERS 5.105 BOILERMAKERS . . . . . . . . . . . . . . . . . .. . 4.$0 2 Helpers 4. 50 2 BRICKLAYERS . . . .. . .. ... . . ... .. ... 4.45 1 Tender (Hod Carriers-Juris- diction Laborers) 3.40 1 CARPENTERS 4.20 1 Welder & Cresote Lumber Handlers 4. 55 1 y CEMENT MASONS . . . . .. . . . . . 0060 . .. . 3.25 1 ELECTRICIANS (Inside Wireman) . .. . 4.35 1 ENGINEERS . . . . . . . . . . . . . . . . . . . . . . . Portable & Hoisting-Heavy Equipment 4.975 1 Portable & Hoisting-Light Equipment 4.425 1 Portable & Hoisting-Oilers & Greasers 3.975 1 FITTERS .. . . . . . .. . . . . .. . . . . ... . . . 5.71 1 GLAZIERS 4.91 2 LABORERS (Building 00 . 00000 . 90000 3.15 1 LATHERS Metal, Wood . 0. 0000 .00000 3.50 1 LINOLEUM LAYERS & CUTTERS . .. . . . . 4.20 1 MARBLE MASONS . . . . . . . .. 0 . 0 . 0 . . .. . 4.45 1 MILLWRIGHTS (Jurisdiction of Carpenters) . . . . . . 4.60 1 ORNAMENTAL IRON WORKERS.. (ALL) .. . 4.725 1 PAINTERS 3.90 2 Painters, Spray 4.40 2 PLASTERERS 3. 50 1 Plastertender or helper 3.40 1 PLUMBERS 4.68 1 PILE DRIVERS * 0006000000000000000 4.20 1 ROOFERS-COMPOSITION, SLATE,. TILE . . . . . . .66 . .. . . . . 2.25 2 SEWER TILE LAYERS (Bottommen) . .. . 3.40 1 Semi-skilled Laborers 3.00 2 SHEET METAL WORKERS. . . . . 60 . . . 6.. . 3.85 2 STONE MASONS.. . ... . . . . . .. . . . . ... . 4:45 1 STRUCTURAL IRON WORKERS . . . .. . .. . 4.475 1 Foreman-2 men or more 4.875 1 TERRAZZO WORKERS 3.25 1 TILE LAYERS - FOR FLOORING & WALLS6 . . . ... . . . . 4.20 1 TRUCK DRIVERS (Teamsters, Chauf- feurs, Warehousemen & Helpers. 3.05* 2 TUCK POINTERS (Old work) . . . .. ... . 4.45 1 WATERPROOFER, SPRAY . .. . . .. .. .. . . 2.25 2 WELDERS, ACETYLENE AND ELECTRIC ' Truck Drivers come within the purview of the law only when the hauling of materials or equipment includes some phase of construction other than the mere transportation to the site of construction. Welders receive rate prescribed for craft performing op- eration to which welding is incidental. NOTES a - ljo of the gross monthly labor payroll. C - Health and Welfare - $3. 50 a week. d - After 6 months of service, 2% of hourly rate of all hours worked for vacation. After 5 years of service 4% of hourly- rate of all hours worked. e - Holiday-.2t5; Supp'l. Bene. - .25; Adm. Fund -,.10. f - Fringe Benefit Dep. Fd. -.20. Joint Trust Fund Comm. - 903. OVERTIME RATES 1. Means double time for all overtime worked during work week and Saturda s, Sunda s and holidays. 20 Means time C ones paff for overtime worked during work week & Oil at. , tin. an .t ..0 .; .3., BID FORM TO: City Council Jefferson City, Missouri Gentlemen: This Bidder in compliance with your invitation for bids—, -for the work of constructing a new Fire Station, having examined the site, plans, specifications and related documents, of the proposed work and being familiar with all the conditions, hereby agrees to furnish all labor, materials and supplies necessary to con- struct the project in accordance with the contract documents, and at the prices stated below. These amounts are to cover all expenses incurred in performing the work under the contract documents of which this bid form is a part. I (WE) Acknowledge receipt of addendum numbered as follows: Amount for all bid items must be inserted in the bid form to provide the owner+s options of material and equipment. PROPOSAL ® Base Bid - Not including bid items. . . . .$ ® BID ITEMS # 1 - CABINETS, WARDROBES, VANITY CABINET AND TOPS. . . . . . .. .. . .. .$____�..,,, ## 2 - KITCHEN CABINETS. . . . . . . . . . . . . . . . .$ # 3 - FURNISHINGS, REFRIGERATOR, RANGE, HOT PLATE, HOOD, DISPOSAL, AND WASHER. . . .. .. .. . .. . . . . . .. .. . . . . . .$ # 4 - PAVING, ROADS, SIDEWALKS, OUTSIDE PLATFORM. .. .. . . . .. . . . . . . . . .. . . . . .$ . # 5 - RESILIENT TILE . . . . . . . . . . . . . . . . .$ 6 - FLAG POLE & LETTERING. . . . . . . . . . . .$ 7 - PAINTING. . . .. (IUNalQ$.0M I. . . . .$ 8 - PLUMBING. . . . . . . . . . . . . . . . . . . . . . . . .$ ## 9 - ELECTRICAL (lighting, heating, air conditioning), , , , , , , . ,, , , , 'b 00$ #10 - OVERHEAD DOORS & CONTROLES) . . . . . .$ GRAND TOTAL . .. . . .. . .. . .. . . . . . . . . .. .$ The following Subcontractors are to be used .on this project: PLUMBING ELECTRICAL LIGHTING, HEATING & AIR CONDITIONING ROOFING PAINTING FURNISHINGS PLASTERING UNIT.' PRICES: For changing quantities only of work items from those indi- cated by the Contract Documents upon written instructions from the Architect, the following unit prices shall prevail in ac- cordance with Article 15, of the General Conditions of the Specifications. ADD DEDUCT 1. Earth excavation, per cu. yd. $ 2. Concrete including reinforc- ing steel and forms, per cu. yd. $ 3. Concrete sidewalks, 4" thick, sw. ft. $ $ The above unit prices shall include all labor, materials, bailing, shoring, removing, etc. , to cover the finished work of the several kinds called for. Bidders understand that the Owner reserves the right to reject any or all bids and to waive any formalities in the bidding. The Bidder agrees that this bid shall be good and may not be withdrawn for a period of thirty (30) days after the scheduled closing time for receiving bids. It is understood that this bid becomes a part of the con- tract documents upon the signing of the contract and failure to comply with any part of this bid will be taken as a failure to comply with said contract and will be just cause for re- jection of the work. Upon receipt of notice of the acceptance of this bid, Bidder will execute the formal contract attached within five (5) days and deliver a surety bond for the faith- ful performance of this contract. The bid security attached without endorsement in the sum of five per cent ( 5 5) of grand total $ is to become the property of the Owner, in the event the contract and bond are not executed within the time set forth, as liquidated damages for the delay and additional work caused thereby. If this proposal is accepted, the undersigned agrees to be- gin work under this contract on a date to be specified in a written order by the Architect and fully complete all work Thereunder within consecutive calendar days from and in- cluding same date. For each consecutive calendar day there- after for the work that remains unfinished the contractor shall pay a liquidated damage fee in the amount of fifty cents (50¢) per one thousand ($1,000.00) dollars of contract amount per day. RESPECTFULLY SUBMITTED: FIRM BY Business Address (BID FORM CONSISTS OF 2 - SHEETS AGREEMENT BETWEEN CONTRACTOR AND OWNER FOR CONSTRUCTION OF BUILDING THIS AGREEMENT made the day of in the year by and between hereinafter called the Contractor and hereinafter called the Owner. WITNESSETH, that the Contractor and the Owner for the considera- tion hereinafter named agree as follows: ARTICLE 1. Scope of Work - The Contractor shall furnish all mat- erials and perform all of the work shown on drawings and described in the specifications cations entitled repared by DREW + JABLONSEY, ARCHITECTS., acting as9 and in the Con- act Documents entitled, the Architect; and shall do everything re- quired by the Agreement, the General Conditions of the Contract, the Specifications and the Drawings. ARTICLE 2. - Time of Completion - The work to be performed under this Contract shall be commenced on a date established in writing by the Architect and is to be completed in consecutive calendar days. For each consecutive calendar day thereafter that the work re- mains ,unfinished, the Contractor shall pay a liquidated damages fee in the amount of per day. ARTICLE 3. The Contract Sum - The Owner shall make payment to the Contractor for the performance of the Contract, subject to additions and deductions provided therein, in current funds as follows: Where the quantities originally contemplated are so changed that application of the agreed unit price to the quantity of work performed is shown to create a hardship to the Owner or the Contractor, there shall be an equitable adjustment to the Contract to prevent such hardship. ARTICLE . Progress Payments - The Owner shall make payments on account of the Contract as provided therein as follows: On or about the 15th day of each month 90% of the value, based on the Contract prices, of labor and materials incorporated in the work and of materials suitably stored at the site thereof up to the first day of that month, as estimated by the Architect, less the aggregate of previous payments, and upon substantial completion of the entire work, a sum sufficient to increase the total payments to 90% of the Wontract Price. ARTICLE .- Acceptance and Final Payment - Final payment shall be due thirty 30) days after substantial completion of the work, provid ed the work be then fully completed and the Contract fully performed. CONTRACT SHEET NO. 1 AGREEMENT BETWEEN gONTRACTOR AND OWNER FOR CONSTRUCTION OF BUIL ING VP Upon receipt of written notice that the work is ready for final in- spection and acceptance, the Architect shall promptly make such inspec- tion, and when he finds the work acceptable under the Contract and the Contract performed, he shall promptly issue a final certificate, over his own signature, stating that the work provided for in this Contract has been completed and is accepted by him under the terms and condi- tions thereof, and that the entire balance found to be due the Con- tractor, and noted in said final certificate, is due and payable. Before issuance of final certificate the Contractor shall submit evidence satisfactory to the Architect that all payrolls, material bills and other indebtedness connected with the work have been paid. If after the work has been substantially completed, full comple- tion thereof is materially delayed through no fault of the Contractor, and the Architect, and without terminating the Contract, make payment of the balance due for that portion of the work fully completed and accepted. Such payment shall be made under the terms and conditions governing final payment, except that it shall not constitute a waiver of claims. 0 ARTICLE 6. The Contract Documents- The General Conditions of the Contract, the Specifications and Drawings, together with this Agree- ment, form the Contract, and they are as fully a part of the Contract as if hereto attached or herein repeated. The following is an enumeration of the Specifications and Drawings. Advertisement For Bids Instructions To Bidders Bid Form Form of Contract General Conditions Technical Specifications Drawings This Contract consist of two (2) sheets. IN WITNESS WHEREOF the parties have executed this Agreement, the day and year first above written. 1p CONTRACTOR ATTEST: BY Title BY ATTEST: President BY Secretary CONTRACT SHEET NO. 2 SECTION I EXCAVATION 1. EXTENT OF WORK: The site of the project is irregLdar in terrain, The contractor shall visit the site and fully inform himself as to existing conditions as failure to do so will not alter the requirements. This contractor shall furnish all labor, tools, materials and surveying to complete the excavation, fill and finish grading as shown on plans and herein specified. 2. SUB-SURFACE SOIL DATA: Sub-surface soil investigations have been made and results indicated on drawings. The data indicates that solid rock excavation will be necessary to bring existing grades to new grades as shown. Biddgers shall examine the site and record of borings shown on drawings, and base his bid on making rock excavation. N.o extra will be allowed unless additional excavation is authorized by architect. 3. CLEARING: The removal of all objects shall be required in so far as they interfere with the building area proper, drives or parking areas. Trees are not a item of consideration for retain- ing. 4. ROUGH -GRADING: Shall consist of all blasting, Jack hammer, labor, tools, material and equipment necessary to complete the grading to an elevation of $" below floor lines within the build- ing area and to the contours as shown on the plot plan, including driveways until such areas are free draining and connect uniformly with the existing profiles. This contractor shall provide instru- ments and engineering personnel to produce the elevations from the established bench mark to deliver the site ready for the building. Extra earth, if required, shall be obtained from the site as shown on plot plan, or any overage of earth shall be deposited on area as shown on plot plan. All rough fill outside of building area, over P-0" in depth shall be rolled or tamped to 90 per cent of maximum density at optimum moisture content. The degree of compaction shall be de- termined and controlled in accordance with American Association of State Highway officials, standard method of test for the com- pacting and density of soil, T-99. Compaction shall be accomp- lished by the use of power rollers, sheep foot rollers, machine tampers, or other mechanical equipment approved by the architect. No deposit of fill on subgrade that is muddy or frozen shall be allowed. 5. EXCAVATING: (A) A minimum of 411 of top soil shall be scooped from the entire building area, stock piled to be used later as Am finish grading around building. (B) The bottom of all excavation for footings shall be leveled to the depth required and shall be a minimum of one (1) foot below undistrubed earth. Trenches shall be clean and clear of any loose material. No backfilling in trench bottoms will be allowed. If excavations are carried below grades specified, concrete shall be poured to fill such spaces, and no allowance for extra payment will be made unless the earth excavation is ordered by the architect. (C) The lines of excavation shall be made to size necessary for adequate installation of placing and removal of forms, etc. (D) Pipe trenches for heating and plumbing lines shall be dug and backfilled by the mechanical contractor. (E) Excavations for floor slabs shall be made to proper depth required for slab thickness and proper allowance for gravel fill. (F) Sides of all concrete grade beams shall be formed with plywood forms or form liners. (G) As soon as all foundation excavations are completed and before any footings are poured the contracotr shall notify the architect in writing. The architect will, within 48 hours, inspect all excavations. No footing shall be poured until excavations have been approved by architect. 6. GRAVEL FII-L: All floor areas shall receive a 4" deep bed of clean, coarse gravel or crushed rock with gradation of i to 2" diameterse cinders will not be permitted in this fill. The above gravel shall be used to surround all pipe under the floor areas and extending 5"-011 outside of building. Gravel trench fill shall be full width of trench and a minimum of 4" above and below piping. i i i EXCAVATION (CONTINUED) Remaining ackfill may be of Material excavated and laced in 6" layers by hand tamping p . seeding or sodding is not apart of this project, but will be furnished by owner. 7. BACKFILLING: In areas requiring fill under floor slabs, j extreme care shall be taken to compact by hand tamping in 411 layers and jetting with water. No concrete shall be placed in fill areas for a period of thirty (30) days after placing and tamping fill. Finally, before completion this contractor shall grade all eroded areas and hand grade and gravel fill all drainage ditches until site is free draining and uniform in slope and profile. 8. FINISH GRADING: Finished grading consists of all labor, material, tools and equipment necessary for hand raking and machine excavation, grading and backfilling to complete the site from rough grading to the completed project, ready for seeding by others as shown on the drawings and herein specified. This contractor will not be responsible for final graded areas where later eroded, after grading is approved by architect. 9. ROCK: Bottom of all footing are to be 2" above rock on sand fill unless rock is above frost in which case top of pier will be at bottom of grade beams and rock shall be excavated to the re- quired depth. Elevation of top of pads are interperated from the drillings and shown on the drawings. This may vary due to rock irregularity but no extra are allowable for this excavation. ,10. SLOPES: Rock slopes on finished grades may be cut a minimum of one horizontally to one vertically. Earth slopes shall be cut a minimum of two horizontal to one vertical. No steeper slopes allowable. :. i' SECTION 2 REINFORCED CONCRETE _[INCLUDES BID ITEM fit I 1, EXTENT OF WORK: ling and placing in a thorough, neat, substantial and workmanlike manner, all. form work, reinforcing, and concrete required to complete the work as shown on drawings or herein specified. as Placing and furnishing all expansion strips, bolts and anchors bedded in the conrete work. b. Instructing the subcontractors for the plumbing, heating and electrical trades to install' their work at the proper time so not to delay the pouring of the concrete. c. Placing of all minor items not shown or called for on drawings, but necessary to carry out the intent of the work. d. Furnishing of all shop drawings, erection plans, details of construction, itemized list of materials, and furnishings and placing of reinforcement necessary in the construction of all reinforced concrete work. e. The cement finishing of all concrete floors, steps, treads, and exposed walls called for under this section. f. Making the proper recesses required in concrete floors to bring all finished floors to elevations shown on drawings. g. Furnishing, maintaining and removing from premises after work has been completed, or when directed, mixing and hoisting apparatus, runways, bins and equipment used for placing of work under this heading. 2. SUPERVISION: A competent foreman experienced in this class of work shall be employed by the contractor to supervise the placing of all form work, reinforcement. and concrete included under this head- ing. It shall be his duty to see that all work and material placed by other trades are kept in place during this portion of the work. 3. MATERIALS: (See NOTE) a. Portland Cement : Cement shall comply with the ASTM-C-150 standard specifications for Portland Cement and shall be Type 1 or 1A. The Contractor shall use only one brand of cement to eliminate color variation. b. Fine Aggregate: Fine aggregate shall consist of washed sand having clean, hard, durable, uncoated grains, free from foreign substance, and shall range in size from fine to coarse within the following percentages by weight: PASSING NO. 4 Sieve ----95 - 100 Per Cent it it 16 if ----45 - 70 ,r it n it 50 " ----15 - 30 n it If It 100 3 - 8 n if Volume removed by sedimentation shall not be more 'than 3%. Not more than 35% shall pass a standard sieve and be retained on the next smaller standard sieve. c. Coarse Aggregate: Coarse aggregate shall consist of washed gravel or other approved inert materials with similar character- istics or combination thereof, having clean, hard, durable, uncoated particles, free from deleterious matter. After acceptance of a grading, a variation in the amount passing any sieve size of more than 10% of the total will not be permitted. The grading shall be within the following Percentages, by wei.ght: Passing a 3/4 sieve --- 35 - 1000 Per Cent It --- 11 it If 11 If rr 3 n l0 - 30 if it #4 " --- 0 - 5 If It NOTE: Local AEgre�ates mo o_ arse and Fi Creek run local aggre- gate may be used at contractor*s option. Care must be taken that dirt pockets when encountered shall not be used. The Architect reserves the right to reject the materials, if not reasonably free from foreigh matter. d. MIXING WATER: Water used in mixing concrete, shall be clean and free from deleterious amounts of acid, alkalis, or organic matterials. (CONTINUED) SECTION 2 (CONTINUED) 3. MATERIALS: e. Metal Reinforcing: 1. Reinforcing bars shall conform to the requirements of standard specifications for minimum requirements for the defor- mation of deformed steel bars for concrete reinforcements (ASTM A-305) and of standard specifications for billet-steel bars for concrete reinforcement (ASTM A-15) , or standard specifications for rail steel bars for concrete reinforcement (ASTM A-16) or standard specifications for axlesteel bars for concrete rein- forcement (ASTM A-160) . 2. Welded wire fabric or cold-drawn wire for concrete reinforcement shall conform to the requirements of standard specifications for cold drawn steel wire for concrete reinforce- ment (ASTM A-82) or standard specifications for welded steel wire fabric for concrete reinforcement (ASTM A-185) • No wire mesh smaller than 6 x 6, No. 10/10 shall be used in concrete slabs. NOTE: All welded wire mesh shall be supported on steel or plastic chairs or broken blocks and bricks. Supports shall be spaced at not more than 4'-0" o. c. both ways. f. Storage of Materials: Cement and aggregate shall be stored in such a manner as to prevent deteriorations or intrus- Aft of foreign matter. Any material which has deteriorated or which has been damaged shall not be used for concrete. 4. CONCRETE QUALITY & ALLOWANCE STRESSES: a. All concrete used in columns, floor slabs, walls, beams, architectural concrete, foundations and footings shall have not more than 6J gallons of water to one 94 pound sack of cement. Six bags cement per cubic yard required. b. Concrete used for foundation and footings shall have a slump between 2" and 5". c. Concrete used for exposed columns, floor slabs, walls, beams and architectural concrete shall have a slump between 3" and 6". d. Above mixtures shall be adjusted to produce concrete which attains a 3000# per sq. in. , compressive strength in 28 days. If higher strengths are required in special areas, they shall be as shown on drawings. e. If other than ready mix concrete is used the contractor shall use at least a two (2) bag mechanical mixer together with automatic weighing equipment. f. During the progress of the work compression test speci- mens shall be made and cured in accordance with standard method of making and curing concrete compression and flexure test for apecimens in the field ASTM 0-31. Four (4) specimens shall be made for each test and not less than one test for each 50 cu. yd. of concrete shall be required. These specimens shall be in the presence of the Architect. Specimens shall be cured under labo- ratory conditions. Specimens shall be tested in accordance with standard method of test for compressive strength of molded concrete cylinders (ASTM C-39) . Two (2) specimens shall be tested at seven (7) days and two specimens shall be tested for twenty eight (28) days. If the average strength of the laboratory control cylinders for any portion of the structure falls below the compressive strength called for on these specifications, the Architect or Engineer shall have the right to order a change in the pro- portions or the water content for the remaining portion of the structure, and may require tests in accordance with standard methods of securing, preparing and testing specimens of hard- ened concrete for compressive and flexural strengths (ASTM 0-42) or order load tests to be made on the portions of the buil.ding so affected. Minimum of 6 bags per cu. yd. required. Low test concrete to be removed & replaced at Architect's direction by this Contractor. 5, MIXING AND PLACING CONCRETE: Before placing concrete, all equipment for mixing 9nd traff-s-porting the concrete shall be cleaned, all debris and ice shall be removed from the places to be occupied by the concrete. Forms shall be thoroughly wetted (except in freezing weather) or oiled, and masonry filler units that will be in contact with concrete shall be well drenched (except in freezing weather) , and the reinforcement shall be SECTION 2 (CONTINUED) 5. MIXING AND PLACING CONCRETE: thoroughly cleaned of ice or other coatings. Water shall be removed from place of deposit before concrete is placed. Concrete shall be conveyed from the mixer to the place of final deposit by methods which will prevent the separation or loss of materials. Concrete shall be deposited as nearly as practicable in its final position to avoid segregation due to rehandling or flowing. Provision shall be made for maintaining concrete in a moist condition for at least five ( 5) days after the placement of the concrete. In order that curing water may reach both surfaces of walls, the forms shall be loosened and water shall be poured over the tops of the walls and allowed to run down between the concrete and forms. Adequate equipment shall be provided for heating the concrete materials and protecting the concrete during freezing weather or near freezing weather. No frozen materials or materials con- taining ice shall be used. All concrete materials and all reinforcement, forms, fillers and ground with which the concrete is to come in contact shall be free from frost. Whenever the temperature of the surround- ing air is below 49° F. , all concrete placed in forms shall have a temperature of between 70° F. , and 80° F. , and adequate means shall be provided for maintaining a temperature of not less than 70° F. , for three (3 ) days or 50° F. , for five (5) days. The housing, covering or other protection used in connection with curing shall remain in place and intact at least 24 hrs. after the artificial heating is discontinued. No dependence shall be placed on salt or other chemicals for the prevention of freezing. 6. FORMS AND DETAILS OF CONSTRUCTION: a. Design of Forms: Forms shall conform to the shape, lines and dimensions of the members as called for on the plans and shall be substantial and sufficiently tight to prevent leakage of mortar. They shall be properly braced or tied together so as to maintain position and shape. b. Removal of Forms: Forms shall be removed in such a manner as to insure the complete safety of the structure. c. Cleaning and Bending Reinforcement: Metal reinforcement at the time concrete is placed, shall be free from rust scale or other coatings that will destroy or reduce the bond. All bars shall be bent cold. d. Placing Reinforcement: Metal reinforcement shall be accurately placed in accordance with the plans and shall be ade- quately secured in position by concrete or metal chairs and spacers. e. _Splices and Offsets in Reinforcement: In slabs, beams, girders, splices of reinforcement at points of maximum stress shall generally be avoided. Splices shall provide sufficient lap to transfer the stress between bars by bond and shear. f. Concrete Protection for Reinforcement: The metal re- inforcement shall be protected by the thickness of concrete indicated on the plans. g. Construction Joints: Joints not indicated on the plans shall be so made and located as to least impair the strength of the structure. Where a joint is to be made, the surface of the concrete shall be thoroughly cleaned and all laitance removed. In addition vertical joints shall be thoroughly wetted and slushed with a coat of neat cement grout immediately before the placing of new concrete. he Patching` Any concrete which is not formed as shown on plans or for any reason is out of alignment or level or shows a defective surface shall be considered as not conforming with the intent of these specifications and shall be removed from ® the job by the Contractor at his expense, unless the Architect grants permission to patch the defective area, which shall be done as prescribed by the Architect. Permission to patch any such area shall not be considered a waiver of the Architect's right to require complete removal of the defective work if the patching does not, in his opinion, satisfactorily restore the quality and appearance of the surface. Immediately after re- moving forms, all concrete surfaces shall be inspected and any poor joints, voids, stone pockets, or other areas permitted by k r SECTION 2 (CONTINUED) 6. FORMS AND DETAILS OF CONSTRUCTION: the Architect to be patched and all the holes shall at once be patched before the concrete is thoroughly dry. i. Finishes: All poured in place concrete, which will be visible after completion, shall be placed in plywood forms or form liners to produce a uniform texture. If finish is not uniform, the exposed concrete shall be *stoned, using cement, water and grinding stone. Floor shall be floated and steel trowel finished without the use of topping. J. Form Marking: Form marking and Form Liners shall be provided to the extent as shown on the drawings. (For expan- sion joints see Plans) 7. WATERSTOPS: as Provide waterstops at junctions of all concrete walls below grade where occuring at expansion joints or separate pours. Types as shown on drawings. 8. NOTE: Special form marked beams and columns where indicated on the drawings shall be carefully cast where visible against form livers of k" striated plywood as approved by the Architect. These special areas shall be placed with non staining Atlas White Portland Cement with the same strength and mix require- ments as specified herein. 9. SPECIAL LIGHTWEIGHT COMPOSIT STRUCTURAL CONCRETE ROOF FILL: This contractor shall furnish test and install all roof fills to the thickness and slopes shown on the drawings and con- sisting of the following mix as recommended by Expanded Shale Clay and Slate Institute - ASTM Designation C-3 30 Cement 540 lbs. 3/8 x #8 Coarse Haydite 11 CF #4 x 0 Fine Haydite 21 CF Water (Total) 500 lbs. Air - 6%_ 2700 lbs. Slump 1J to 2J 10. PAVING: (BID ITEM 4) This contractor shall bid separately all curbin, drives, sidewalks, and outside platforms including Engineers layout of same. All as detailed on the plans or herein specified. Special care shall be given to profile of curbs, uniformity of curves, finishing of roadways and all exposed concrete to elevation as shown on Plans or as directed by Architect. t SECTION 3 MASONRY 1. EXTENT OF WORK AND GENERAL CONSTRUCZTON: The Contractor MP shall furnish all material, labor, and equipment for block and face brick;interior and exterior walls as shown on the drawings. The Haydite block where exposed shall be stacked pattern and care must be exercised to work vertical joints to present a uniform pattern at all wall junctions and piers. Wall ties shall be used to bond the block and brick. Exposed face of all masonry shall be sawed on a power tile saw. No broken edges or trowel cut edges will be permitted. The Contractor shall in- stall anchor bolts in masonry walls as shown on drawings. 2. MATERIALS: All materials shall be as indicated on the draw- ings, uniform in texture and size. Two samples shall be submitt- ed for approval. Brick to be Roman #9$4 Light, Holley Spri.ngs,Miss. 3. CLEANING. POINTING & WORKMANSHIP: a. Masonry work shall be left finished in best workmanship, pointing and cleaning surfaces until all are free from mortar stains and imperfect tooling. Stacked joint shall be plumb and uniform in thickness, using the same care for Masonry Block as normally used in gla!ned tile. The sawing of exposed joints shall be mandatory. Masonry work which dues not meet the re- quirements of the Architect shall be removed and replaced. No chipped brick or block will be permitted. b. All brickwork shall have a 3/$" joint tooled concave, and laid in patterns as shown on drawings. c. All exposed Haydite Block shall be laid in stacked .bond and shall have 3/8" joints tooled concave, unless noted otherwise on the drawings. d. All masonry that is concealed, may at Contractor's option, be laid in running bond coursing and sawing of units will not be necessary. e. After completion of all the masonry work the Contractor shall clean down all walls and point up with mortar all holes as cleaning progresses inside the building and out. 4. MORTAR: For laying the blocks and brick shall be made from Atlas or Marquette Masonry Cement or as approved by Architect, mixed one part masonry cement and three parts well graded mason's send. Mortar for all exterior masonry walls @to be rendered water resistant through the integral use of hydrocide powder as manu- factured by L. Sonneborn Sons, Inc. , New York 16, New York. Add mix to be used in strict accordance with manufacturer's printed instruction. 5. FLASHING: Shall be furnished under other section of Specifi- cations. All through wall and imbedded in masonry types shall be installed by Masonry Contractor as shown on drawings or as directed by General Contractor. 6. WALL REINFORCING: All masonry walls shall be reinforced with flat, extra heavy Dur-0 Wall high tensile steel reinforc- ing as manufactured by Cedar Rapids Block Co. , 620 12th Ave. , SW Cedar Rapids, Iowa, or as approved by the Architect. Rein- forcing shall be placed in every second horizontal block course. For reinforcing rods laid in lintel block courses, see drawings. 7. MASONRY FILL INSULATION_ This Contractor shall furnish and install all water-repellent insulation fill in all outside ma- sonry walls. Fil? shall be placed in the 2" air space in the cavity walls or in the blockcores in solid walls. The water repellent vermiculite shall be Block and Cavity Fill as Manu- factured by the Zonolite Company. 8. BACK PLASTER & WEEP HOLES: The brick mason on exterior walls shall back plaster the back face of the brick and block with mason mortar. On first brick course above finish grade leave head joint open at approximately 4' -0" o.c. Insert 3/$1' sash cord in weep holes, cut flush with face brick. 9. WATERPROOFING: Should any masonry areas leak or show damp spots after completion, areas shall be waterproofed with clear type approved waterproofing at noextra cost to the Owner. f .n i SECTION STRUCTURAL STEEL 1. EXTENT OF WORK: Structural steel includes all labor, maters, and equipment necessary for the erection of com- plete structural system, including steel joist as shown on drawings or herein specified. Including all miscellaneous plastes as1gels 7 bolts as shown on the drawings. 2. MATERIALS AND WORKMANSHIP: Shall be in accordance with Speci ications o American Institute of Steel Construction, for the design, fabrication and erection of structural steel for buildings; and specifications of the American Society For Test- ing Material for Structural Steel for Buildings. Exposed trim steel shall be ground and filled to the extent that all visible miters and connections are true to line and profile. All ex- posed beams and trim steel shall be straightened as required in the shop to present a straight true to line and plumb install- ation. All trim steel damaged or bent in shipping or erection shall be replaced. 3. BOLTS: Shall be included under this section only to the extent where they connect steel to steel, steel to masonry, or steel to concrete. �. SHOP PAINT: All exterior exposed structural steel shall be painted one coat of Sherwin Williams Kromik #74. All other structural steel shall be painted one coat of Sherwin Williams Red Oxide. 5. MISCELLANEOUS ITEMS: This Contractor shall furnish mis- cellaneous steel, anchors, plates, clips and small plate lintels as found necessary to complete the structural steel. 6. SHOP DRAWINGS_: Three (3) sets of detailed shop drawings shall be submitted showing dimensions and connections for all structural steel and shall be approved by Architect before fab- ricating. t { r f SECTION ST EEL ROOT' FOR CO P SIT 1f " NE 1. EXTENT OF W RK: All roof areas shall be covered with Building Panels as manufactured by Fenestra Incorporated, with proper shore- ing and attachment as recommended by the manufacturer. 2. MATERIALS; Type "D" Building Panel shall be formed from steel sheetconforming to ASTM A-245 with a minimum yield strength of 33,000 psi. 3. CONSTRUCTION: Type "D" Building Panels shall be composed of two identically formed beam sections, with an integral stiffening rib rolled into the top flange of each section, and a flat plate. The flat plate shall have formed male and female ,joints on opposite edges. The flat plate for Acoustical I'D" Panels shall be per- forated with 1 1$11 holes staggered 25/64" o.c. in two continuous paths 911 wide. The flat plate and the beam sections shall be as- sembled by electrical resistance spot welding to provide a struct- ural cellular-beam panel. Side joints shall be interlocking (male- female) and continuous for the length of the section. The panels shall be 2411 in width and as designated in the drawings. 40 SHOP FINISH: a. Electro galvanize, light commercial coating, phos- phate treated beam and plate sections so as to receive field paint- lam ing without further pre-treatment or application of galvanize primers. (b. ) Electro galvanize, light commercial coating, phos- phate treated beam and plate sections. The underside of the flat plate shall also receive a shop applied oven cured prime coating compatible with standard field applied finish enamels. (c. ) Hot dip galvanized conforming to Federal Specifi- cation QQ-S-775c, Class d, with phosphate treated flat plate. 5. DESIGN: The building panel shall be capable of carrying the necified total loads with a maximum fiber stress not to exceed ,000 psi on actual thickness of metal. Maximum allowable de- flection under live load shall not exceed 1/360 of the span lenth. Design load (dead load + live load) shall be taken from contract drawings without allowance for impact. Panel design is to be in accordance with the American Iron and Steel Insti- tute's "Specification for the design of Light Gage Cold-Formed Steel Structural Members. 1962. Building Panel Floors shall be capable of providing continuous bracing for the compression flange of all horizontal supporting members such as beams, girders, arches and trusses, so that the compression flange can carry the full design stress. Welding of the panels shall be proportioned to the bracing force required. 6. ERECTION: (a) Building Panels -- (To be furnished by Fenes- tra, Inc. and installed by deck erector. ) All building panels shall be laid in strict accordance with manufacturer's instruction and as shown on layout prepared for erector's use. Steel panel units shall be adjusted in place before being permanently fastened and shall be accurately aligned, end to end, to permit registration of cellular beam portions of the unit. Inaccuracies in alignment or level of structural steel shall be brought -to the attention of the proper parties and corrected by others before steel panel units are finally placed. In accordance with shop details, proper bearing shall be provided at supporting beams. Steel Panels shall be fastened to each supporting beam with three ill fillet welds per panel end. Longitudinal side joints between adjacent panels shall be joined by welding with 3/411 length welds 4'-0" on center or by riv-clinching 3' -011 on center, as specified by erection drawings. All welding shall be electric arc welding performed by competent welders. All welds upon cooling shall be given a touch-up coat of i paint. 7. WORK TO BE INCLUDED IN OTHER CONTRACTS: a HINT NG: The touch up of scuffs and abrasions due to transit or erection, the touch-up of charred points on the under- side of the welds, as well as the field paint to the exposed sur- face of painted steel or galvanized steel panels, shall be under the eneral painting specifications. fb) STEEL FRAMITJG: (1) All structural steel and structural. t ECT ON CONTINUED steel attachments required to support the panels shall be furnished by the steel contractor. All steel framing shall be erected in conformance with tolerances set forth in AISC Standard Code of Practice. Shoring required as recommended by manufacturer. (2) Where panels cannot be brought to bear on steel work at columns or other points of unusual conditions, adequate support for the panels shall be furnished by designated contractor. (c) CONCRETE: (Architect shall provide specifications for con crete fill having a minimum ultimate compressive strength of 3000 psi for "D" Panel roof areas. ) It is recommended that the concrete fill be placed in as dry a condition as is practical to minimize shrinkage. It is further recommended that temperature mesh, 6x6-10/10 or heavier, be used to minimize cracking of the concrete due to shrinkage and thermal stresses. The temperature mesh shall be positioned at mid-depth of the fill.. (d) MISCELLANEOUS: (1) All trades whose work involves the cutting of holes, reinforcing or drilling the panels shall fur- nish all work and labor necessary and at the cost of that trade whose work is affected. All such work shall be done in strict accordance with building panel manufacturer's instructions. (2) At the option of the various sub-contracotrs whose work involves the cutting of holes, reinforcing or drilling the panels, the building panel contractor shall furnish all work and labor necessary. only during the time of his work at the job site, at the cost to the sub-contractor whose work is affected and at prices to be agreed upon by both parties. SECTION 6 t' LOOFING, FLASHING,, ;TN ULATION j SHEET METALl FACIA AND COPINGS 1. EXTENT OF WORK: The work under this section shall include the furnishing and installation of all labor, material and ser- vices to complete the roofing and flashing as shown on drawings and herein specified. 2. MATERIALS: Roofing shall be a specification #706 over rigid insulation as manufactured by Bird & Son, Inc. , or Philip Carey 1-AZ or as approved by the Architect. 3. INSULATION: a. This Contractor shall furnish and install styrofoam RM 51$ thick as manufactured by the Dow Chemical Co. , roof insul- ation over all roof areas. b. Apply over insulation in strict accordance with the recommendation of manufacturer of insulation. 4• APPLICATION OF ROOFING: a. Cover entire roof deck with one ply of Bird bonded base sheet lapping each sheet not less than 211, mopped to deck with continuous strip moppings spaced 6" apart. b. Three (3 ) plies of Bird #15 perforated asphalt felt shall be laid over entire furface, lapped 25'19 laid without wrinkles or buckles and be embedded its full width in Bird Level Deck Bitumen. c. A uniform coating of Bird Level Deck Bitumen . shall be poured over entire surface, using 60 lbs. per 100 sq. ft., into which, while hot, shall be embedded not less than 400 lbs. of gravel per 100 sq. ft. NOTE: All roofing gravel shall be in place not more than 48 hrs. , after roofing felts have been applied. 5. GUARANTEE: The General Contractor and Roofing Sub-Contract- or shall furnish the Owner a written two (2) year unconditional guarantee. This guarantee shall remain in force for two (2) yrs, from date of final acceptance of the building. 6. FLASHING: Carry all roofing over cant strips and up all vertical walls to metal cap or counter flashing. All metal flashing, gravel stops, etc. , shall be furnished under this section and shall be of type and detail, as shown on drawings. 7. ROOFING AT DRAINS: Special care shall be exercised at roof VW drains to prevent, leakage, Furnishing and installation of roof drains is included under plubing section of these specifications. 8. SHEET METAL: This Contractor shall furnish all miscellan- eous sheet metal as shown on drawings. He shall measure con- ditions as they exist at the site and shall secure approval from the Architect before departing from that shown on Zbe drawings. a. Aluminum Copings and Facia (Extruded) .ThVs.. Z.Contractor shall furnish and install all aluminum copings and facias of size and detail as shown on drawings. All as manufactured by Hickman Co. , Troy Michigan, or, Alcoa Co. , complete with cover plates anchor and clips, to finish with roofing and soffits. Shop draw- ings in triplicate to be approved prior to shipment. SECTION 'Z DOORS. FRAMES & HARDWARE 1. EXTENT OF WORK: This Contractor shall furnish and install doors, frames, hardware and accessories of the type and size shown on drawings or herein specified. 2. MATERIALS: a. Hollow Metal Doors & Frames (1-3/411) Shall be full flush type construction of No. 16 ga. cold-rolled, level sheet steel. Perimeter stiles shall be formed of No. 18 ga. steel, face panels shall be welded to horizontal members at points not exceeding 11. 511 vertical and 711 horizontal. Frames for 1-3/411 doors and special frames shall be pro- cessed steel formed with integral stops and rebates. Jambs shall be No. 16 ga. steel. Frames shall be machined for attachment of hardware, including mortising, reinforcing, drilling and tapping for hinges. They shall be equipped with 3 (T) anchors and 1 floor clip per member. b. Hardware: All door hardware and provisions for same shall be of manufacturer's standard design and furnished as per hardware schedule with each item properly boxed and labeled ac- cording to its location. The hardware as numbered and described in the schedule was taken from the catalogue of P.F.-Corbin, comparable hardware of other manufacturers will be acceptable, such as Stanley or Schlage. All hardware to be furnished in US 28 aluminum finish throughout except panic hardware. All lock sets to be master keyed. Furnish three (3 ) master keys. All required templates must be provided by the Hardware Contractor to the door manufacturers. c. Metal Stops: All metal stops for installation of glass and metal panels in hollow metal frames shall be furnished by this Contractor and shall be 5/81, x 1/211 x 5/811 continuous type and furnished with screw fastening. 3. MANUFACTURER: All doors and frames shall be as manufactured by Fenestra, Inc. , Detroit, Michigan, Amweld Co. , Niles, Mich. , or Truscon Co. , Youngstown, Ohio. 4. SHOP FINISH: Metal doors and frames shall receive one shop coat of baked on metallic primer before shipment. Doors shall have approved sound deadening material sprayed on inside. 5. ERECTION: Doors and frames shall be erected plumb and true with all hardware left in proper working order. Erection shall be done by competent door erector in accordance with the door manufacturer's instructions. 6. SHOP DRAWINGS: The door manufacturer shall submit three (3) sets of shop drawings and hardware schedule for the Architect's approval before doors are shipped. 7. ALUMINUM DOORS: (Doors in opening No. 1) a. Door sections shall be extruded from 6063-T5 aluminum alloy with a minimum of .125 thickness on major pieces. Ex- posed surfaces shall be polished to a mirror-like surface, free from surface defects or blemishes, then given a 30 minute anodix oxide treatment to conform to Alcoa Specifications, Alumilite 204 Al-R1. Fittings shall be corrosive resistant materials. Doors shall be Kawneer Extra Duty 350 or as approved by the Architect. be Glazing: Shall be flush accomplished by Neoprene gaskets furnished by this Contractor and installed by the glass & glaz- ing contractor. c. Hardware: Whall be as specified and shown on schedule. SECTION 8 ALUMINUM WINDOWS (SINGLE-HUNG) 1. GENERAL: Single-Hung windows described herein shall be Miami Vifidow Corporation Series 560 Single-Hung (outside glazed) manufactured by the Miami Window Corporation, tested and appro- ved to meet, or exceed, specifications of the Architectural Aluminum Manufacturer's Association -DH-A29 or approved equal. 2. MATERIAL: Window frames and sash members shall be extrud- ed from commercial quality 6063-T5 extruded aluminum with not less than .062 inch wall thicknesses (sill member .125 inches). All horizontal sash members and meeting rail shall be tubular sections. Movable sash to guide on frame jambs, not sash balances. Solid or tubular muntins are desired.. Glazing legs to have a minimum dimension of .625". 3. CONSTRUCTION: All joints of frames shall be rigid construc- tion and assembled in a workmanlike manner that will provide water-tight joints. All sash members shall be firmly joined with a mechanical lock- ing joint, using two (2) screws into integrally extruded screw grooves. 4. HARDWARE: All single-hung windows shall have spiral type balances housed in a metal tube. Spiral balances shall be adjustable and replaceable. Locking mechanism shall be a positive cam-type lock and keeper (two locks) . 5 GLAZING: Windows are to be factory glazed (BSB411) with rigid vinyl snap-in-bead. All anchors shall be Miami Window Corporation standard anchors unless otherwise specified and detailed. 6. WEATHERSTRIPPING: Operating sash shall be made weather- tight by woolpile, and/or, vinyl weatherstripping in the side rails and at meeting rail. Weatherstripping shall be retained in keyways extruded integral with the sash and shall permit convenient replacement, and shall be designed to always per- form its funtion effectively. 7. AIR AND WATER INFILTRATION: Shall meet or exceed the re- quirements of Architectural Aluminum Manufacturer's Association specification DH-A2. 8. FINISH: The exposed surfaces of all aluminum frames and sash shall be cleaned to make them reasonably uniform in color and free from scratches and other serious surface blemishes. 9. PROTECTIVE COATING: Before shipment from the factory, all windows shall be given a .suitable protective coating of clear water-white methacrylate type lacquer. 10. SCREENS: Provide screens with standard hardware where indicated. Screen frames shall be rolled section (extruded available) with removable splines and 18 x 16 aluminum screen cloth. 11. ERECTION: The windows shall be installed and erected plumb, straight, square, level, in proper plane and location, in proper alignment with the work of this division and with the work of all others in accordance with manufacturer's recommendations or de- -tails. Moving parts shall be made to operate uniformly, smooth- ly, and with light manual exertion. All metal-to-metal connect- ions shall be adequately sealed by installer with approved caulking compound. Anchors to be furnished by window manufacturer where required. After windows are installed and glazed, they shall be adjusted SECTION- ,-(CQNTINUED) ?� 11. E�tECT ION to insure efficient operation. 120 g KING: The caulking contractor shall caulk all joints between w n ow frames and masonry as specified under caulking specifications. PROTECTION AND CLEANING: The general contractor shall be responsible for protecting the aluminum windows and related items during storage and construction; and at the completion of the building shall clean with warm water and mild soap all ex osed surfaces of frame and vents to make them reasonably uniform in color and free from stains or other blemishes. 13. WORK NOT INCLUDED: Perimeter caulking, bituminous paint, grouting and cleaning after erection. 14. SHOP DRAWINGS: Furnish 3 sets of shop drawings for Architects approval prior to fabrication. w ® ® w w w ww ® aw ® ® w SECTION GLASS GLAZING & MIRRORS 10 E6t2nt of Work: This contractor shall furnish and install all glass for doors and glazed openings as shown on the draw- ings or herein specified. 2. Work Not Included: Windows are factory glazed and require no glazing under this section. Unless at the option of General Contractor he elects toA so indicates the inclusion of this glazing of windows at the site. 3. GLASS: All exterior and interior doors and sidelights shall be g a`zed'with tempered plate glass. 4. Mirrors: Wall mounted mirrors shall be polished plate glass, instate with adhesive to plaster wall or other approved con- cealed fastening, and shall have polished edges. Mirrors to have 5" continuous aluminum shelf as indicated in drawings. 5. Upon completion of glazing contract, each light must bear the manufacturer's label of quality and strength as spec- ified above or as approved by Architect. 60 Broken Glass: This Contractor shall replace any broken or scratched glass which may occur before completion of the building. 7. Cleaning: Before completion all glass shall be washed clean and be free from putty stains and paint. ti SECTION 10 TOILEDT PARTITIONS_ SHOWER DIVIDER & BAFFELS 1. EXTENT OF WORK: This Contractor shall furnish and install metal toilet partitions complete with doors, hardware and ac- cessories all as shown on drawings or herein specified. 2. MATERIALS: All partitions shall be Weisteel Hi-Stile flush construction, baked enamel finish on galvanized bonderized steel, as manufactured by the Henry Weis Manufacturing Co. , Elkhart, Indiana, or as approved by Architect. All partitions and doors shall have double faced honeycomb cores, cemented under pressure to inner surfaces, face plates of partitions, doors and stiles shall have die formed edges and corners and shall be spot welded together at intervals around perimeter of die formed edges prior to application to all edges of interlocking edge molding Floor anchors shall be adjustable, Am fully protected by hot dipped galvanizing. Sizes shall be: Partitions - 111 thick x 581, high - 1211 above floor. Doors - 111 thick x 2411 wide x 5811 high - 1211 above floor. Pilasters - 1411 thick x 1211 wide x 82t1 high.' Head Rail - 1i11 x 1 3/1611 x 20 gauge tubing. 3. FINISH: All materials shall be thoroughly cleaned and given one coat of rust resistant primer, followed by synthetic enamel, applied electrostatically, baked at high temperature. Brackets shall be extra heavy aluminum extrusions, etched and anodized. Colors shall be selected by Architect prior to fabrication. 4. HARDWARE: Doors shallebe hung on concealed gravity hinges with stainless steel pintles. Hinges recessed in edge of doors. Compartments with doors shall be fitted with a vertical lift Weis-Latch, and with keeper, and coat hook with rubber tipped bumper. All hardware shall be bright finish, non- ferrous. Include roll-paper holders #PH-152. 5. SHOP DRAWINGS: This Contractor shall submit three (3 ) sets of Shop Drawings for Architect's approval. SECTION 11 FURRING. LATHING & PLASTERING 1. EXTENT OF WORK: This Contractor shall furnish all labor, material, equipment, scaffolding, etc. , necessary for and in- cidental to the completion of all furring, lathing and plaster- ing as indicated on the drawings or herein specified. All ceil- ing over toilet room 12, to be on suspended metal lath. 2. MATERIALS: a. Gypsum Base Coat: Shall be U.S.G. , "Red Top" Gypsum Plaster. b. Gypsum Finish Coat: Shall be U.S.G. I'Structo-Gauge or Keene's Cement. c. Portland Cement: Shall be Atlas or Marquette. d. Lime: Shall be U.S.G. "Mortaseal". e. Cement Plaster Finish Coat: Shall be U.S.G. "Oriental" exterior white. f. Sand: For base coats shall be well screened, clean, hard, sharp siliceous, free from loam, silt or other impurities and composed of grains of varying size meeting ASTM Spec. C-35. Sand for finish coats shall be of white silica sand. g. Water: Shall be clean, fresh and free from vegetable or organic matter. he Metal Lath: Shall be "Milcor" special mesh weighing not less than 3.4 lbs. per sq* yd. i. Rock Lath: Shall be U.S.G. 3/$+' perforated plaster base. Ida J. Furring Channels: Shall be cold rolled steel sizes -as shown on drawings as manufactured by Milcor. k. Wire Studs: Shall be U.S.G. Trussteel sizes as shown on drawings. 1 "l.o• c. Nailable where required. 1. Casino Beads: Shall be 'expanded metal of proper size for plastic areas and styles as shown on drawings. m. Corner Beads: Shall be expanded metal. 3. APPLICATION: a. Gypsum Plaster: Generally all interior walls and ceil- ings not receiving acoustical treatment. 1. Base Coat: Shall be one (1) part U.S.G. Red Top Gypsum plaster with two and one half (2j) parts sand on rock lath and one (1) part gypsum plaster to three (3) parts sand on unit masonry surface. It shall be a three coat application on metal lath w/scratch coat being 1 plaster to 2 sand and brown coat being 1 plaster to 3 sand. 2. Finish Coat: Shall be troweled smooth medium-hard Structo -gauge-lime putty finish and shall be mixed 100 lbs. , of Structo-gauge to 200 lbs. of dry lime (400 lbs. or 34 gallons Of lime putty) or Keene's Lime-sand finish made from Red Top finish lime and Red Top Keene's Cement and graded silica sand. See- Finish Schedule for areas receiving different plaster finishes. be Cement Plaster & Stucco Texture: 1. Scratch Coat: Shall be mixed in the proportion of one (1) bag of Portland Cement to two (2) bags of Mortaseal. For application over masonry surfaces using self furring lath, add approximately two (2) pounds of fiber or hair to each mix of above proportions. 2. Brown Coat: Shall be mixed one (1) bag of Port- land Cement, to two 2 bags of Mortaseal and nine (9) cubic ft. of sand. 3. Finish Coat: Oriental exterior white sand finish shall be mixed and applied in strict accordance with mfg'rs printed instructions. Textured surfaces required as shown on drawings and as directed by Architect. 4. WORKMANSHIP: All material shall be proportioned, mixed and applied according to mfg'rs printed instructions. All finish work shall be lst class and trowel finishes shall be troweled during and after set to provide a smooth, dense surface for decoration, free of irregularities and all blemishes. All intersections with other materials and all corners shall have metal beads as required. 5. PATCHING: Point up around trim and other work. Cut out and patch any defective and damaged plaster. Patching of plaster shall match existing work in texture and finish and joinings with plaster previously applied shall finish flush and smooth. SECTION ll (CONTINU 6. COMPLETION: On completion of the finish plaster work, clean all plaster from beads, screeds, metal trim, etc. , leaving ^> all surfaces ready for painting as required by others. Remove all plaster rubbish from the building leaving floors broom clean. Remove all excess material, scaffolding, equipment, etc., from the site. WIN SECTION 12 CARPENTRY PANELING MILLWORK & MISCELLANEOUS (INCLUDES BID ITEM A) 1. GENIAL: a. The work under this Contract shall include all labor and material required for the finishing and installation of the carpentry, millwork, trim and miscellaneous items to complete the work in accordance with the plans and specifications. This contractor shall also include the furnishings and installation of all nails, spikes, bolts, screws, grounds, miscellaneous hardware and other materials required to completely finish the carpentry in place and including plywood, forms, shelving, etc. b. ' This Contractor shall provide a competent foreman, who shall be in charge of the work and who will be on the job during all working hours. The Contractor shall give all necess- ary dimensions and grades, provide protection for all work installed, cooperate with all trades and be responsible for the correctness of all subcontractors under his direction. c. This contractor shall provide for the cleaning of the building each week and all debris and rubbish shall be hauled from the site. Upon completion of the job, the entire build- ing shall be cleaned, including glass areas, and left in first class condition for the Owner. Am 2. CAULKING: This contractor shall furnish labor and materials required for installation of caulking around all door frames, windows, in control joints and all other areas inside and outside as shown on drawings, to provide neat appearance and watertight construction. All joints shall be thoroughly cleaned before caulking is applied. Compound shall be applied with handpressure guns, filling joints solidly and smoothly without laps, sags or thin spots. Typical finished caulked joint shall be recessed ". Caulking compound shall be as mfg9d by Pecora, Inc. , Tremco Mfg. , or as approved by Architect. 3. WOOD PRESERVATIVE: All wood grounds, blocking, etc. , con- tacting masonr shall be treated with Cuprinol Wood Preser- vative (Green 10) as mfg1d by Cuprinol Div. , Darworth, Inc. , Simberg, Conn. , or as approved by Architect. 4. ROUGH CARPENTRY: All framing lumber shall be #1 Douglas Fir, thoroughly seasoned, square edge free from wane checks, shakes or loose knots. The continuous wood nailers at edge of roof and all other framing lumber in contact with masonry shall be treated with two brush coats of wood preservative before in- stallation. 5. WALL PANELING: Furnish and install where shown on draw- ings, Weyerhaeuser 7/16 inch oil finish white oak Style 100 (V-grooved only) in panel sizes as shown on drawings. Panels to be guaranteed in writing for the life of the building against delamination of veneers or structural defects within panels, for material only, not installation. Deliver panels in cartons with slip-sheets between panels to protect panel finish. Install panels to true vertical and horizontal alignment with approved contact cement or other adhesive and finish nails, all in accordance with manufacturer's detailed installation instructions and as shown on drawings. Craftwall Prefinished Hardwood Paneling. 6. FLAG POLE: (BID ITEM A) Shall be furnished and installed as shown on the drawings. Detailed shop drawings shall be approved by Architect before fabrication. 7. ALUMINUM LETTERS: (BID ITEM # 6) Shall be installed as shown on the drawings. Shop drawings shall be approved by Architect setting forth anchorage, and finishes and styles. 8. PLAQUE: Contractor shall furnish and install as detailed on drawings one aluminum tablet as mfgtd by the Armento Metal Arts Go. , 257 Delavan Ave. , Buffalo 8, N.Y. Furnish 3 sets of shop drawings before fabrication. Letters shall be polished and the entire tablet hand chased. Background shall be properly finished and oxidized. Entire tablet shall be sprayed with lacquer. Attachment shall be concealed. ®r s ® � v ewe e as o �, ■o � ® � SECTION ]2 (CONTINUED) 9. MARBLE WINDOW STOOLS. Shall be 7/$" thick by width as shown on drawings. Installation shall be with mortor bed and butt Joints shall be generally 1/411 thick. Samples of marble showing color, polishing, veining, etc. , shall be submitted to Architect for approval prior to shipment. 10. FLOOR AND SIDEVALKS GRATES: Furnish and install three (3) grates. Two in floor of apparatus room and one (1) in drive- way. . Grates to be #H2-16C as Mfg. by Reliance Steel Products . Co. , or approved equal. �i i t SECTION 13 CABINETS & FURNISHINGS (BID ITEM #1. #2. & #31 1. EXTENT OF WORK: Furnish and install complete ready to operate all equipment as indicated on drawings. Sinks and rough-in furnished under plumbing section of this contract. All cabinets shall be by Geneva, Industries, Inc. , Geneva, Illinois or approved equal. 2. FURNISHINGS: a. Wall Cabinets : Design shall be flush-type construct- ion and cabinets shall be of width, height and depth as indi- cated. They increase in width at increments of 3". Cabinets shall be constructed of cold-rolled, high grade furniture steel. Corner mullions shall be of full-wrap construction with no raw edges or flanges exposed. All welds shall be flush and ground to eliminate flashing or pitting. Shelves shall be of heavy open-wire construction and fully plasticol coated. They shall be adjustable on 111 centers. b. Base Cabinets: Design shall match exterior wall cabinet styling. Cabinets shall be of width, height and depth as indi- cated and increase in width at 3" increments. Cabinets shall be of cold-rolled, high-grade furniture steel. Gussets and reinforcing members shall be of 18 ga. steel. Cabinets shall be equipped with fixed top rail and have an integral subbase forming a recessed toe space 3" deep and 4" high. All cupboard type base cabinets, shall contain one adjustable steel sliding shelf. All welds shall be flush and ground to eliminate pitting. c. Fillers. Accessories & Special Units: A complete line of accessories shall be available to fit standard cabinet units with minimum effort for installation. All fillers and special units shall follow the same specifications for construction and gauges of metals as wall and base cabinets. d. Doors, Steel: Shall be of double pan construction with interlocking flange die drawn with radius edges. These parts shall be completely finished before assembly. Reinforcing and sound deadening material shall consist of full-size pad lamin- ated to both inner surfaces of front and liner under heat and pressure, forming a dense integral unit. Doors shall close against sound-deadening bumpers. See drawings for wood doors. e. Drawer Slides: Drawers shall be suspended on four rollers formed of moulded nylon securely riveted to channel members with incorporate self-closing device and built-in stops. Channel members shall be of 16 ga. Terne Plate (lead coated) steel. f. Drawer Bodies Shall have radius bottom sides and be securely fastened to cabinet lining in a manner that forms a rigid integral unit. g. Drawer Fronts (Steel) : Shall be completely finished and filled with sound-deadening material. These fronts shall be removable, but shall be assembled with special push-in tabs forming a rigid assembly to the drawer body. See drawings for wood fronts. h. Handles & Knobs: Decorative bar type pulls and knobs shall be die cast metal, Polished Chrome. i. Hinges: Shall be semi-coated type which open 1$0°. They shall be made of extra heavy cold rolled steel with hard- ened steel riveted pins, chrome plated. All 50" high doors & over shall have 3 hingas. J. Catches & Strikes: Catches shall be sound-deadening type of moulded nylon closing against steel strikes. k. Finish: Shall be Impasto, as selected by Architect. 1. Sin— ks: Shall be furnished and installed under plumb- ing section. m. Custom Counter & Sink Tons: Shall be 2511 deep and 1J" thick with backsplash 11" high in room #12 and 411 high in kitchen. These tops shall be custom built to length and shape desired. Formica surfacing shall be securely bonded to high density chip core under applied pressure to insure against delamination. All edges shall be self-edged with Formica. 3, APPLIANCES: This Contractor shall furnish and install ready to operate all appliances as shown in the drawings or herein specified. a. Range, Refrigerator, Disposer and Washer, shall be as Mfg. by General Electric Co. , or approved equal. b. Auxiliary cook top and range hood by Thermador or SECTION ,1j, (gQNT1NU,g) 3- APPLIANCES: (CONTINUE approved equal. c. Wall Mounted Racks by Vogel Petterson Co. 1�. SHOP PRA INGS; Three sets of shop drawings shall be submitted to Architect or approval prior to fabrication. Catalogue Cuts and specifications for appliances setting forth finishes, capacities and dimensions shall be submitted for Architects approval. io ✓.:��° it. SECTION 14 . RESILIENT TILE (BID_ ITEM #51 1. EXTENT OF WORK: This Contractor shall furnish and install vinyl asbestos tile floor and vinyl cove base in all areas as shown in "Finish Schedule" or noted on plans and details. 2. MATERIALS: Shall be as manufactured by Kentile or as approved by Architect. a. Tile Shall be vinyl, asbestos, 11$ thick 9" x 911 or 12" x 12". b. Base Shall be vinyl cove 4" at walls and cabinets, furnished in maximum length, base shall be furnihed in colors as selected by Architect. C* Adhesive Shall be as recommended to the Architect by the manufacturer of the to be installed. 3. PREPARATION: The Concrete floor to receive tile work shall have been steel trowel finished and shall be free from score marks. Grooves, depressions, paints or other materials deemed likely to interfere with the proper installation of tile. This contractor shall inspect all concrete floors to receive tile before starting his work and shall notify the Architect in writing of any defects. He shall not proceed with the work of this section until such defects have bwen entirely corrected by the General Contractor to the satisfaction of the Architect. 4. APPLICATION: Installation shall not begin until the work of all other trades, including painting, has been completed. All areas, floors, tiles and adhesives shall be maintained at a minimum temperature of 70° F. , for at least 48 hrs. , before, during and 10 days after application of the tile, procedure of installation shall be in strict accordance with manufacturer's printed instructions. NOTE: All tile shall be laid with color veining in one direct- ion, and shall be laid starting at the center of the room, working toward the walls. All bordering tiles shall be cut and fitted in place after field the have been applied. All base tile shall be applied using a continuous coat- . ing of adhesive applied to entire back surface of the base. This Contractor shall furnish and install base at all cabinet units. 5. FINAL FLOOR FINISH: Shall be by Owner. 6. COLORS: Architect will prepare a color schedule when sample colors of approved materials are submitted. SECTION 15 CERAMIC TILE 1, EXTENT OF WORK: This Contractor shall furnish all labor, materials and any necessary miscellaneous items required for the properly completed installation of all ceramic the in areas as shown on drawings and listed in Finish Schedule. 2, MATERIALS: All Ceramic Tile shall be as manufactured by The Mosaic Tile Co. , The American-Olean Tile Co. , or The Romany-Spartan Tile Co. All tile shall be standard grade and meet the requirements of Simplified Practice Recommendation R61-61 issued by the U.S. Dept. of Commerce and/or Federal Specification SS-T-3086. a. Floor Tile: Shall be unglazed, dust pressed, por- celain ceramic tile, standard grade. Size shall be 1" x .l"color group 11G41. Colors and patterns shall be as selected by Architect. be Wall Tile: Shall be glazed, dust pressed, white body, machine made, standard grade, ceramic mosaic tile with cushion Amk edge in bright glaze finish. Tile sizes shall be 411 x 611 Room #8 and 4" x 41' Room #12 & #5. Colors and patterns shall be as selected by Architect. 3. LAYING OUT WORK: Layout shall be so that no tile less than half size occurs. All joints in tile shall align perfectly. No staggering of units permitted. 4. SETTING: a. Mortar Bed Method: All areas shall receive ceramic tile floors installed with the Portland Cement Mortar Method in accord with ASA Specification A 108-2. Concrete floors shall be recessed to proper elevation and sloped, ready to receive grouting bed for tile installation. be Dry Set Method: All ceramic tile shall be installed on walls with the thin set Portland Cement Dry Set Method in accord with ASA Specification A 108-5. 5, GROUTING: All joints shall be 1/$" or less and grouted with natural gray cement blended with ingredients to form a smooth waterproof grout and then mixed to a creamy consis- tency and thoroughly forcedinto joints to entire depth. The grout shall be raked back to the depth of the cushion. Mortar for thin set tile and grout for all tile shall be as manufact- ured by L & M Tile Products, Inc. , The Cambridge Tile Mfg. Co. , or the Upco Co. 6. CLEANING AND PROTECTION: Tile shall be left clean after grouting and protected with a suitable covering of paper before other trades shall have access to the room. Curing paper may be relaid on floors following final cleaning. SECTION _16 PAINTING JBIDITM #ZJ 1. EXTENT OF WORK: The following specifications cover the complete painting and finishing of all surfaces, interior and exterior, except as otherwise specified. The Painting Contractor shall as part of this contract, furnish all material, labor, tools, scaffolds, and other appliances required to properly execute and complete the work according to the plans and specifications. The Painting Contractor shall examine the specifications for the various other trades and shall thoroughly familiarize himself with all their provisions regarding their painting. All surfaces that are left unfinished by the requirements of other specifications shall be painted or finished as part of this contract. Copper, bronze, chromium plate, nickel, gal- vanized steel, aluminum and monel metal shall not be painted or finished, unless otherwise specified. If the surface to be finished cannot be put in proper condition for finish by customary preparation methods, the painting con- tractor shall notify the General Contractor or Architect in writing or thereby assume responsibility for and correct any unsatisfactory finish resulting. 2. STORAGE: A room on the premises shall be assigned to the Painting Contractor for the storage of his tools and materials. The floor shall be properly protected with drop cloths or build- ing paper. Paint shall be mixed in suitable containers and necessary precautions shall be taken to prevent fire. 3. EXTRAS: No payment in addition to the amount agreed upon in his Contract shall be paid to the Painting Contractor un- less authorized in writing by the-Architect or his duly autho- rized representative. 4. PROTECTION OF PROPERTY-REMOVAL: The Painting Contractor shall be responsible for the condition of the building in his charge, as well as the protection of adjacent work and mater- ials. When the work is completed all surplus materials, scaf- folds and rubbish, not caused by other trades, shall be re- moved, and all misplaced paint and varnish spots shall be cleaned off so as to leave the premises in a condition ac- ceptable to the Architect. 5. MATERIALS: All materials used on the work shall be the brand an '. quality specified and shall be delivered in the originE,.�. ::antainers with the seals unbroken and labels intact. No clad:: the Painting Contractor as to the unsuitability or inavailv..'.dlity of any material specified or his unwillingness to use sate or his inability to produce first class work with same, will be entertained unless such claims are made in writing and submitted with hi-, bid. All materials shall be used only as specified by the manufact- urer's direction label on the container. All colors shall be selected by the Architect. 6. WORKMANSHIP: All work shall be done in a workmanlike manner by skilled mechanics. All materials shall be evenly spread and smoothly flowed on without sags or runs, and all coats shall be thoroughly dry before applying succeeding coats. Enamel or varnish finish applied to wood or metal shall be sanded between coats with fine sandpaper to produce an even, smooth finish. No exterior painting shall be done in rainy, damp or frosty weather or until the surface is thoroughly dry. No interior painting or finishing shall be permitted until the building has thoroughly dried out by natural or artificial heat. All closets shall be finished the same as the adjoining room. The priming coat on interior walls and woodwork shall be tinted to the approximate shade of the finish coat. SECTION_16(CONTINUED) 7• SURFACE PREPARATION: All surfaces to be painted shall be free of oose dirt, dust and grease. All necessary puttying of nail holes, cracks, etc. , shall be done after the first coat is dry. On metal surfaces welded spatter, burrs on cut edge, and sharp points of various kinds shall be removed where practical. New or unfinished wood shall be sanded as required. Cracks and countersunk nail holes shall be puttied after priming coat is dry. Paste wood filler, applied on open grain wood, when "set" shall be wiped across the grain of the wood, then with the grain to secure a clean surface. Iron and steel arriving on the job with a shop prime coat applied shall be carefully sanded and all bare spots reprimed, using the specified metal primer. All masonry materials shall be allowed to dry completely (usually 60-90- days) before painting. If painted when "Green" or damp, the active alkali in these surfaces may "Burn" the vehicle and color of succeeding coats of conventional paint. Cracks and crevices of interior plaster and masonry shall be filled with Dupont surface smoother and sanded smooth; for exterior masonry surfaces a Portland Cement-lime mortar shall be used. Glaze from a hard troweled surface shall be removed by etching with muriatic acid (5-10% solution with water) . After etching, the surface shall be flushed with water and allowed to dry. 8. COATS AND PAINT TYPES: Types of paint referred to herein are taken from Sherwin-Williams Paint Specifications, and shall be of the best quality made by the manufacturer. a. Interior: 1. N so rs n v Block: Prime, mix one gallon rubber base Quali-Kote with 25 lbs. topping cement and mix with water to make six gallons. Finish one coat rubber base Quali-Kote. 2. Plaster (Walls) : Shall be two coats of Quali-Kote rubber base paint. 3. Metal Frames Structural Steel Exposed Pipe, Con- vector Covers, Etc. . : Undercoat: 1 coat, oil base,, flat-rite enamel under ,coater, Finish: 1 coat, oil base, semi-lustre. i4. Paneling and Cabinets: Prefinished by others. Touch up to match existing finish for nail holes or scratches. b. Exterior: (Include in Base Bid) 1. Structural Steel. Metal Doors Frames Etc. : Prime - 1. coat of base metalastic undercoater. Finish - 2 coats oil base, metalastic paint. 2. Cement_Plaster: 1 coat L. Sonneborn Hydrocide Colorcoat (white) :irplied according to manufacturer's instructions. r. SECTION 17 ® OVERHEAD DOORS (BID ITEM 10) 1, EXTENT OF WORK: Furnish and install these overhead door as shown on the drawings or herein specified. Complete ready to operate and including electric operated push buttom type, with delayed action timers for closing on two doors, and push button ooprator on one rear door. 2. DOORS: (Fiber glass) Sectional overhead type doors shall be Frantz Filuma 2 0 Series Commercial and Industrial Doors, as manufactured by Frantz Manufacturing Co. , Sterling, 211. , and be 13 :2 wide and 13 :5 high as shown in the plans. 3. DOCIR FRAMES: Are of tempered, extruded aluminum with over- lapping section joints and built-in bottom weatherstripping. Each section over 10t , to have built-in reinforcing for in- creased strength and rigidity. Panels are of fiberglass in white. Panels are pressure sealed into aluminum rails. Ash 4. TRACK: Shall be galvanized 211 type Vertical track shall be taper mounted on continuous jamb angle reverse. Horizontal track reinforced with lilt x *11 angles. 5. SPRINGS: Shall be torsion type with adjustable tension for proper balance. 6. HANGERS AND ROLLERS: Shall be graduated, and numbered for correct location. Hardware shall be zinc plated except springs and horizonttLl track reinforcing angles. Rollers to be ball bearing type. 7. LOCK: (NOT INCLUDED) 8. SPRING DOOR HOLDER: Shall be included to seal top section to the header. 9. ELECTRIC DOOR OPERATOR: Shall be heavy duty industrial operator sized and as recommended by door Manufacturer com- plete with accessories listed below. 10. GUARANTEE: Doors shall be guaranteed for one year against defective material and workmanship. 11. SHOP DRAWINGS: Furnish 3 sets of shop drawings for Architects approval prior to shipping. 12. DET.,-.7ED TIMER PNEUMATIC TYPE: Furnish and install in the opere.` .';; ("ircuit of Doors No. and 7 Pneumatic Type Timing Relays, operate as herein described. Type AO-lE as Mfg. by Squ:3 :. L;. Company or approved equal. 13. OF*J" :'.'TION: P.'.TT:IMATIC) DOORS #6 and #7. The operator shall bt! o constrU..t.od that after manual opening of the doors, the doors will aunt.:;;itIcally close by adjustable timer. Manual ..-!Jiistment Y::z• rimers shall range from one second to one minus-.•: 14. OPERATION MA.w'�t'�I;i DOORS NO. 5. 6. and 7: Shall be man- ually co:i:rolled by r;; ;!1 button wall mounted for close, stop, and open , In addi C4.r T, . doors No. 6 and 7 shall have a pendant • type or c:.-•;a.tions loch-c•.;. directaly over the drivers seat. a. Wall mounts-e. ;witch shall be Square D. type GG-221 or approved equal. b. Pendant TyI):-? mretch be as furnished by Door Operator and located as by Architect to accommodate fire truck drivers. SECTION 18 PLUMBING (BID ITEM ,!3) 1. G, EWERlkL: These specifications govern the furnishing of all materials, equipment and labor to complete the plumbing system as shown on plans and-or hereinafter described. 2. SUPERVISION AND COOPERATION: All work shall be done under the supervision of and to the complete satisfaction of the Architect. IJo deviation from the plans and specifications shall be allowed without the prior written approval of the Architect. This Contractor shall cooperate with the other contractors to allow for the installation of their work as well as his own. 3. PLANS aND SPECIFIC-ITIONS: Plans, Sheet „1.5 is a part of this specification. Plans and specifications shall be considered as mutually explanatory and complementary and any work called for by one and not by the other shall be performed as though required by both. 4. CODES M ORDINANCES: Nothing in this specification shall be interpreted to conflict with any City or State Law, or Fire AM Underwriter's requirements which apply to this class of work. This Contractor shall secure and pay for all necessary per- mit and inspections required for the installation of his equip- ment. 5. ACCURACY OF DATA: This information given herein and on the plans is as exact as could be secured but its extreme accuracy is not guaranteed. The Contractor shall examine the locations carefully and verify all measurements, distances, levels, pipe sizes, existing sewer elevations, etc. , before starting the work. All outside sewers shall be laid out and staked to the satis- faction of all local authorities involved. NOTE: Rork is indicated by drilling log, and no extra will be allowed where removal is necessary for utility lines. Contractor shall provide all necessary offsets, rises, or drops in piping as required by Building Contractor. 6. ERECTION OF APPARATUS: All work shall be done under the personal supervision of this Contractor, who shall provide a Ah competent foreman to lay out all work. All work shall be laid out with due regard for the space requirements of other contract- ors. Contractors shall report any conflicts or difficulties in regard to the .installation immediately. There crowded locations exist and where there is a possibility of conflict between the trades, this Contractor shall make com- posite drawings showing the exact locations of pipes, ducts, con- duit and equipment. Drawings shall be based on field measurements and where possible after consultation and agreement between the trades and shall be approved by the Architect before installation of the work. 7. PATENTS_ Should patented items or methods be used in the work, the Contractor shall acquire the right to use the same and shall hold the owners and their agents harmless against any delay, action, suit or costs growing out of the use of any patents. 8. TOOLS, SCAFFOLDING, ETC: The Contractor shall furnish all drayage, labor, materials, apparatus, scaffolding and tools necess- ary for the performance of the work in accordance with the plans and specifications. 9. RET40VAL OF RUBBISH: Under no circumstances shall rubbish be allowed to accumulate in the building or on the premises. All dirt and rubbish resulting from the work shall be removed periodically as directed by the architect. Z -�N „ OI1 E 10. SHOP DRA`IINGS ,►ND MATERIAT, LIST,; This Contractor shall submit within 15 days of the contract a complete list of all material and equipment he proposes to use in the installation. After appproval of this list by the Architect, the Contractor shall, submit for approval six (6) copies of shop drawings and descriptive literature of all equipment to be furnished under this contract. Drawings shall state capacities, size, etc. , of all equipment and shall be certified. .t11 shop drawings and data must be in the Architectts office not later than 30 days from the date of the contract, and it shall be this Contractor's responsibility to maintain liaison and trace this material through the offices of the Architect and the Mechanical Engineer. Delivery dates shall be a consideration in the approval of equipment and material. Each shop drawing, catalog cut and/or specification sheet shall be marked with name and location of project. All items to be used on this project must be approved by the Architect or his agent prior to their installation. All bids must be based on furnishing the equipment as speci- fied. Any requests for substitutions shall be attached to the bid form on the letterhead stationery of the bidder and such re- quests shall state the difference in cost, if anyi If substitutions are accepted and extra cost is incurred in plumbing, heating, electrical, general contracts, etc. , by reason of such substitution, this Contractor shall bear the extra cost. 11. SCOPE OF WORK: 1:1ork by this Contractor includes installation of equipment, material and labor for the complete and properly operating plumbing and drainage systems as described in these specifications and as shown on the accompanying plans. It is intended that the plans and specifications shall pro- vide a working installation complete in every detail and all items necessary for such complete installation shall be furnished whether specifically mentioned or not. This includes the furnish- ing and installation of all fixtures, water systems, ' waste, soil and vent lines, sub-soil drains, outside sewers, outside water lines and all connections to fixtures and equipment as indicated on the plans and as specified herein. 12. TESTING: All soil, waste and vent lines shall be tested by means of water at ten pounds for 30 minutes. All water lines shall be given a working test of 125 lbs for not less than 24 hours. All tests shall be made in the presence of the Architect and any defects discovered must be remedied at once and to the satisfaction of the .architect. 13. STERILIZATION OF PIPING: Upon completion of installation of all domestic water piping, the system shall be thoroughly flushed out and sterilized by introducing chlorine or a solution of calcium hypochlorite mixture. Fill piping with hot water; slowly apply sterlizing agent proportionately at rate G'Ving 50ppm of chlorine. After lines have been thus filled for at least three hours, test for residual chlorine at extremities of line. If less than 5PPP4 is indicated drain system and repeat sterilization treatment. When tests show at least 5 PPM of residual chlorine, flush system until all traces of the chemical used are removed. 14. CLEANING AND ADJUSTING: Upon completion of the work, this Contractor s 1 clear and clean all pipe lines and plumbing fixtures, adjust all valves and leave all work in a finished, clean, and satisfactory working condition. 15. EXCAVATION AND BACKFILL: Plumbing Contractor shall make all excavations as required for the water service mains, sewers, manholes and outside utilities included in this section of the specifications, and shall backfill all trenches and excavations, and remove all excess dirt from the site to such points on the project as directed by the Architect. NOTE: Rock excavation required where encountered no extra will be allowed. All excavation must be made in such a manner that walls and footings will not be disturbed in any way. All trenches shall be excavated to the required depth and fine-graded accur- ately to grade. Excavations below the spring line of sewer pipes shall be taken out so as to conform as nearly as possible to the outside of the pipes and hubs so that the pipe will be uniformly bedded and supported throughout its entire length. Trench shall be backfilled to a point one foot above the pipe with fine earth, backf.illed in six inch layers, and the balance of the trench chl 1. J.f:.' +1 1.1 PLUIMING CONTINUED 15. 2XCAV.ATION AND BACKFILL:„ CONTINU"D) be backfilled with clay, applied in one foot layers and thoroughly tamped or puddled. No walking, or working on installed pipe will be permitted until the trench as been backfilled to a point at Least 21 above the pipe. Care shall be taken to prevent any distrubance of the pipe or damage to newly made joints, and no backfill mater- ial shall be allowed to fall directly on the sewer pipe. PROVIDE 5.01D B,{CKFILL TO GR:M OIJ ALL LINES BENEATH PAVED AREAS OUTSIDr OF BUILDING. ':here piping is installed on fill it shall be supported on concrete supports at each joint. Supports shall be carried down to solid or firm earth and backfill shall be of sand to a point to above the pipe. ,ill pipes and mains exposed across the trench shall be properly supported by the Contractor: Contractor shall replace and repair any services which are damaZed or broken during the course of the performance of his work. ;;here drain lines pass through foundation walls they shall be enclosed in approved thimbles with at least l•, clearance around pipes, and packed with waterproof mastic. (There lines run under foundation walls they shall clear such walls by at least 2•1. 16. 11A5 -11 SOIL. DRAIN AND VENT PIPING: The house drains buried beneath the floor, including extensions to sewer, except where noted otherwise, shall be of sand spun service weight cast iron pipe of the sizes indicated on drawings. Pipe and fittings to be coated on the inside and outside with hot asphaltum, cylin- drical, free from cracks or other defects. Soil, waste and vent lines not buried may be type INN copper pipe and fittings, or ser- vice weight cast iron. All trenches to be dug with gradual fall, the piping to be straight and thoroughly yarned with oakum and poured with molten lead and thoroughly caulked with caulking irons. The arrangement of the system shall be as shown on the draw- ings and as direct as possible, avoiding all unnecessary offsets. The stacks shall be firmly secured in position with wrought iron clamps at each floor. All changes in direction of soil or waste pipe shall be made by means of vy;, branches and 1/8 bends. Ninety degree short turn fittings will not be permitted except individual fixture connection or where the flow is from the horizontal to the vertical. Handholes with cast iron ferrules and heavy brass screws for cleanouts shall be placed at ends and all changes in direction of soil and waste pipe where not otherwise shown or where required, and brought up to the floor line, where piping is concealed, by means of "114s or suitable bends. All trap screws must be of full size of pipe to 4" and 4" for all over this size. Connections between outlets of fixtures and soil or waste pipe shall be made with ;:Y;r branches to 3TY"' branches wherever possible. All horizontal soil, waste and vent pipe shall be graded toward outlets and pipe not buried shall be iri&alled,as close as possible t8.'thb~eo' trUe" Ti *b-oire. The stacks shall be extended through roof of building to points not less than 12-1 above roof. Extensions through roof shall be made watertight by means of a lead flashing of four pound sheet lead spread over a distance of not less than 11 around pipe. Thimble to be soldered to base and extended over and turned down into end of pipe in an approved manner. Cleanouts shall be installed at base of each stack. Concealed cleanouts shall have Josam Y-140 cast brass chromium plated flat access cover plates. Ferrules shall be extra heavy red brass, extra long and smooth on the inside. For waste, soil and vent connections the lead shall extend through the ferrules, be thurned back, wiped with solder and caulked in to the hub. All joints of cast iron pipe shall be made with jute and pure soft lead bedded in with hammer and caulking iron, using for each joint 12 ounces of lead to each inch of diameter of pipe on which the joint is made. All joints shall be filled at one pouring; if . PLUNDI JG COWTINUZD l6 �. C►T►E 30ILl T`IitlIJ1 11i1J) VENT PI RING GOJJTIIJUL'D if it fails to run full, it shall be repoured and caulked with pro or tools. Joint between lead and cast iron shall be made with brass ferrules. , wiped to the lead pipe and caulked into the hub of the cast iron fittings. 17. :INSIDE W.LTEIi PIPING: Runouts to fixtures shall have ample provision for expansion and contraction, both horizontally and vertically. Inside water lines shall be hard drawn copper tub- ing type 11L'11 above ground, type "K-, below ;round. All unions where required, in copper lines shall be Mueller .,Streamlinel� ground joints or equal. Provide dielectric unions where .copper lines are connected to steel. Provide unions at each valve and at each equipment connection. This Contractor shall furnish all valves of one manufacture, figure number and type throughout the entire installation of the work, unless otherwise specified. Valves of reputable Manufact- urers, such as R. P. oc C. , Jenkins or Crane will be acceptable. Install gate valves at each equipment connection. Gate valves 2•` and under shall be brass body and trimmings, with sweat ends and rising spindles, built for 125;;' working pressure Gate valves 21-1 and over shall be iron body, brass trim, flanged ends, non-rising stem, built for 125„' working pressure. Check valves 2,1 and under shall be brass body, swing type, sweat ends, built for 125,E working pressure. Check valves 2141 and over shall be iron body, brass trim, swing type, screwed ends designed for 125;;1 working pressure. Hose bibbs where shown to be angle type with threequarter (3/4) inch hose connections. All hot water and cold water to fixture groups shall be pro- vided with gate valves. At each fixture provide air chambers not less than 12.1 long, same size as supply pipe. This applies to all hot and cold water supplies. All joints below ;round to be silver soldered. All joints above ground 3/4`1 and larger to be silver soldered. All joints on 3„ lines to be made with 95-5 solder. Flush the entire new system as required. Test the piping system to 200 PSI pressure for at least two hours. Notify engineer, owner and authority having control before maknn- test. All leaks shall be remedied. 18. OUTSIDE TWATER PIPING: This Contractor shall furnish and install a 211 type °*K','', copper main to extent as shown on plan. Pip- ing to meet local water department specifications. 19. PIPE SUPPORTS :tND SLEEVES: All horizontal soil, waste and vent lines shall be supported at the hub with Grinnell Figure 260 Clevis Han'sers or equal, spaced not greater than five feet (51 ) between hangers. All horizontal water lines shall be supported on brackets, or hung with Grinnell Figure 97 copper plated hangers, spaced not greater than eight feet between hangers. At fixture groups, horizontal pipes shall be hung from long arm riser clamps attached to vent lines. !There pipes are suspended from walls or ceiling after con- crete is poured, National Lead Co. , or as approved equal cinch anchors shall be used. ''where pipes are shown on walls of build- ing they shall be supported on wrought iron or malleable iron hooks or brackets as shown on plans, bolted to the wall with lead cinch anchors, drops to individual fixtures shall be supported by American Tube Co. , Figure 601 or 606 copper hangers. The use of perforated strap iron hangers will not be permitted. Each soil waste and vent stack running vertically shall have a wrought iron clamp bolted to pipe and restin on solid supports. • Clamp shall be Grinnell Figure ,,261 or equal: This Contractor shall layout his work and set sleeves in the concrete forms as they are erected, and provide and set into position in the form, inserts for supporting mains, boxes and sleeves for risers so as to be able to install his work after concrete is poured, without cutting or breaking of concrete. 19. PIPE SUPPORTS AND SLEEVES: (CONTINUED) fill sleeves passing through floors which are waterproofed shall be copper tubing sleeves, extending l" above finished floor. All other sleeves shall be 24 gauge galvanized iron sleeves se- cured to the decking and extending above finish floor. The space between all sleeves to be thoroughly packed with oakum and the remaining space filled with a mastic and must be water tights fill sleeves passing through inner walls shall be standard pipe thimbles equal 'to the thickness of the wall. Provide on all uncovered exposed pipe passing through floors, walls and ceilings, pLites on both sides. Plates shall be chromium plated, spring and snap type, Beaton and Corbin Manu- facturing Co. , „`7 or other similar and equal plates. 20. FIXTURE BRANCHES ZD I'LiTLR CON14ECTIOIJS: The size of waste and vent branches and water branches to the various fixtures shall be not less than the following: Fixtures !Tastes Vent C.I._. .!:_ H.t'!. 'later Closets 4-' 2'' 1-1/4-' Lavatories 1-1/4" 1-1/41' 1/2-' 1/2-' Sinks 1-1/24 1-1/2-' 1/2" 1/2" Urinals 2-1 2d lit Service sinks 3" 2-' 3/4'' 3/4'' Water Coolers 1-1/4'r 1-1/4'r 1/21' Wall Hydrants 3/4" Showers 2'1 2-' 1/2" 1/2" :There fixtures are grouped, pipes shall be increased in proportion; in all cases the size, arrangement and connection of water and vent piping shall not be less than size of openings specified for fixtures and appearing in fixture list. No water pipe less than 1� ; shall be run in concealed places as in partitions or walls, etc. 21. DOWNSPOUTS: This Contractor shall furnish all pipe down- spouts of wrought iron, of size and length as detailed on the drawings. Sheet metal downspouts on upper roof will be furnished under other section of these specifications. 22. DRAINS:INS: Roof drains shall be Josam Type 4773 & 4953-B cast iron with ,ravel stop flashing clamp aj1d removable dome. Size as shown on plan. Floor drains in finished areas and toilet rooms, unless otherwise noted shall be Josam 300-x-35A cast iron with polished brass strainer, hub outlet for inside caulking and connected Ah through a cast iron ''P•' trap. 23. ACCESS PANELS: This Contractor shall locate and furnish for installation by others, all access panels as required for access to valves and the proper servicing of equipment and lines installed under this contract. Wherever possible wall access to be provided near floor. All panels shall be similar and equal to Milcor. 24. INSULATION: All exposed hot and cold water lines shall be covered with an approved make of one half inch ( " ) fiberglass pipe covering with white universal jacket. Insulate fittings with hydraulic setting cement and finish with white vapor barrier lap cement and canvas. All water lines buried beneath the floor, shall be covered with 1" foamglass with factory wrapped covering finished with two layers of glass cloth and sealer as recommended by the manufact- urer. All lines buried beneath the floor shall be encased in not less than six inches of sand. Itll check valves, balancing valves and flanges shall be left exposed for adjustment and/or investigation. • 25. CUTTING AND PATCHING: This Contractor shall include all cutting, patching and painting of patched areas required for and resulting from the installation of all plumbing. 26. CABINET SI14KS: All cabinet sinks listed in 'Fixture Schedule" will be furnished and final connected under this section. PLUMBING CONTINUED 27. SPECIAL ACCESSORIES* Contractor shall furnish and in- stall accessories as-sh wn on the plans or herein specified, and consiting of robe hook, mop holder, towel bars, soap dishes and locatdd in rooms d12, P, and sbheduled on drawing K.2 & F.2. 28. FIXTURE§:- Furnish and install where indicated on drawings, plumb ng fixtures and specialties as listed on "Fixture Schedule". All fixtures shown on the drawings or specified herein shall be set firm and true, connected to all required piping services, ready for use. All fixtures shall be thoroughly cleaned and all paper and dirt removed therefrom. All fixtures included in this specification 'except where otherwise noted shall be furnished and installed by thi Con- tractor, together with all necessary hangers, bolts, anchors and brackets. All fixtures shall be properly connected to waste, vent and supplies and shall be installed in an absolutely rigid and substanial manner, without damage to any adjoining work or finish. All lavatories and sinks and all other fixtures which are hung, and a chair carrier is not specified, must be installed with through bolts secured to a flat iron plate set on opposit side of wall. Expansion bolts shall be used for brick or concrete walls where through bolts cannot be used. Expansion bolts shall be Ackerman-Johnson or preferably National Lead Company's cinch anchors. All Vitreous China fixtures shall be of the best quality Kiln fired white china, conforming in all respects to classi- fication i°regular selection" in accordance with the uniform grad- ing rules of the "Vitreous China" fixtures adopted by the Manufacturer's Advisory Committee. All faucets shall be furnished and installed with union tailpiece for connection to supplies. Slip joints or gasketed joint will not be permitted. All fixtures shall be independently valved with either integral stops or concealed stops or stops below the fixtures. All fixtures shall have chrome plated brass trimmings. Vacuum Breakers and Air Break Fittings: All items of equipment and plumbing fixtures shall be provided with ap- proved vacuum breakers to prevent backflow, as required by Missouri Health Dept. and local authorities having jurisdiction. All waste connections shall be installed with approved airbreak fittings to comply with the above requirements. Vacuum breakers where required shall be angle pattern with built-in lift type check valve as manufactured by Bidoro Mfg. Co. , or approved equal. For fixtures see schedule. 29. AS BUILT AND VALVE LIST: This Contractor shall keep accu- rate records during construction of concealed pipe and future connection which are installed at variance with plans. . At completion of job, and before final payment, this Contractor shall furnish Architect with a set of "as built,' drawings dimensioned accurately to 11' showing the exact location of concealed pipes and future connections which do not conform exactly to the layout shown on the plan. After system is in operation, this contractor shall tag each valve with. an aluminum number tag and furnish two (2) copies of the valve list in transparent covers to the owner. 30. GUARANTEE: The plumbing contractor shall guarantee all plumbing work for one year from date of acceptance and make good any defects appearing within this period of time caused by a faulty installation or defects in material or workmanship. SECTION 19 ELECTRICAL LIGHTI G HEATING VENTILATING & AIR CONDITIONING: (BID ITEM d9) 1. EXTENT OF WORK: The work to be done under this heading shall include all labor, materials, equipment and fabricated system necessary to complete installation of power, lighting and any special work hereinafter described and/or shown on plans. The installation shall be complete, including all raceways, wires, cables, panel boards, disconnect switches, pull and outlet boxes, fixtures, lamps and cover plates, connected, adjusted and ready for occupancy. The entire installation shall be run in conduit conforming with the latest edition of the N. E. C. Service shall be 3 phase, 4 wire, 60 cycle, 120/208 volts. 2. PLANS AND SPECIFICATIONS: This contractor is directed to read the General Conditions of the General Contract Specifi- cations and shall be required to conform to any and all conditions and provisions therein, which in any way are pertinent to, or affect, this part of the work. Plans, sheet Y5 is a part of this specification. Plans and specifications shall be considered as mutually explanatory and complementary and any work called for by one and not by the other shall be performed as though required by both. NOTE: Rock as indicated by drilling log will be encountered. No extra for rock excavation will be allowed. 3. MATERIALS & EQUIPMENT: All work and materials hereinafter specified are intended to be the best of the kind described and unless otherwise specified to be new and of the best quality. The use of manufacturers names in specifying equipment or materials herein is to determine a standard of quality, and equipment or materials of equal merit, which is a standard catalogue product of some other manufacturer may be used, subject to the written approval of the Architect. All material or equipment furnished under this section of the specifications shall conform to the standard of the Underwriters Laboratories and shall be so labeled when such label is required. 4. SHOP DRAWINGS: Contractor shall furnish four (4) copies of manufacturer's drawings of equipment to be furnished under this contract, and no equipment shall be ordered until shop drawings are approved by Architect. 5. STATE AND MUNICIPAL REGULATIONS: All electrical work in this section shall be installed in full accordance with the laws of the State of Missouri and the City or Town where work is performed. All local utilities and/or mumicipal codes shall govern. In case of any conflict between these plans and speci- fications, and the N.E.C. , the N.E.C. , shall govern. All necess- ary permits and inspection fees required shall be paid by this Contractor. 6. CONDUIT & INSTALLATION: All conduit 21il and larger shall be rigid standard iron pipe size, hot dipped galvanized or sherar- dized, conforming to N.E.C. , specifications and bearing Under- writers label and shall be threaded pipe joints. Conduit 21' and less within building may be galvanized thin wall (E.M.T. ) using set screw or indenter type couplings and connectors. E.M.T. may be used in masonry walls, attic space and where conduit is exposed on surface, E.M.T. , may be run in poured floor slabs provided that it is encased in 2" of concrete. No E.M.T. will be permitted in earth or gravel E.M.T. run in concrete slabs • shall use compression type, water tight couplings and connectors. Where it is impracticable to use rigid or E.M.T. conduit, short runs may be made with approved galvanized flexible conduit. How- ever, permission must be obtained from Architect for installing such conduit. Final connection to all motors or other movable equipment shall be made with flexible conduit, for locations that are wet or exposed to the weather, liquidtite or sealtite conduit and approved connectors shall be used. Where conduits are stubbed SEC'T'ION 14 ELECTRIC L L GHTING HEATING VENTILATING�& AIR CONDITIONING COT NUE 6. CONDUIT & INSTALLATION• CONTINUED up for connections to exposed panels, F. S. boxes or distribution boards, rigid conduit shall be used. Where conduits are to run exposed they shall be run parallel or horizontal with building, no diagonal run will be permitted. The entire conduit system shall be installed complete and thoroughly cleaned, before the wires are pulled in; this shall include all empty conduits as well as conduits with wires. Conduit shall be continuous from outlet to outlet, cabinet or junction box, and shall be so arranged that wire may be pulled in with the minimum practicable number of junction boxes. Changes in direction wherever possible shall be made by bends of the pipe and these shall be made smooth and even without flattening the pipe or flaking the galvanizing. Bends shall be of long radius and in no case shall be smaller than the corres- ponding trade elbows. All '6onduits shall be fastened securely in place with approved straps and hangers in sufficient number to prevent movement of any part of the conduit; this includes conduit installed on forms or mesh before concrete is paured. Junction and pull boxes may be installed to facilitate the pulling of the wires, but shall be located according to the directions of the Architect. The ends of all conduits shall be securely plugged or covered with pipe caps and all boxes temporarily filled to prevent plaster or dirt from entering conduits. All conduits shall be so run as to come below finished floors and concealed in walls or ceiling, and shall be run to clear all depressions in floors, plumbing and heating pipes, and shall be placed in the concrete forms so not to interfere with the steel or strength of slabs and joints. The contractor shall consult general and mechanical plans before running conduit to ascertain where his piping might conflict with other piping or equipment. Where conduits are stubbed up for connection to panel or distribution boards, they shall be set in wood or steel template, plumbed and lined to make a first class job in every respect. All wood or metal bucks needed to install the equipment in this contract shall be furnished and installed by this Contr- actor. Contractor shall be entirely responsible for the proper pro- tection of this work from the other trades on the job. When conduit becomes bent or holes are punched through it, or outlets are moved after being roughed-in, this Contractor shall repair it as directed by the Architect, without additional cost to the owner. Conduit shall run substantially as shown on drawings so that future maintenance may be accomplished by referring to the construction drawings. Any change in the method of running con- duit shall be marked on the electrical drawings which will be turned over to the Architect on final completion of the building. 7. OUTLET BOXES: All outlets, including light, switch, recept- acles and similar outlets shall be provided with approved gal- vanized code gauge steel knockout boxes, suitable in design to the space which they occupy and the purpose which they serve. Boxes shall be of substantial construction and entirely tight. Sectional boxes shall not be accepted except in locations ap- proved by Architect, such as brick walls or unplastered tile walls. All outlet boxes shall be set in walls, columns, floors or ceilings so as to be flush with the finished surface, accurately set and rigidly secured in position. Boxes for switches and receptables shall have proper covers to receive this equipment. All outlets intended to support lighting fixtures shall be equipped with 31$" no-bolt type fixture studs. Any junction box or outlet box noteg4pped with a fixture switch or receptacle shall have a beveled edge flat steel blank cover. Outlet boxes located in face brick walls shall be of brick sizes or multiples thereof, and deep enough that the face course of brick need not be cut for conduit. Covers or faces for such boxes shall be of special shape to fit boxes. SECTION 19 ELECTRIC ALP LIGHTING HEATING,2 VENTILATING, & AIR CONDITIONING 0 TIT UE 8. USHINGS&LOCKNUTS: where conduitn enter boxes or panels they shall e rigidly clamped to the box or panel by locknut on the outside and bushing on the inside, the conduit shall enter the box squarely. Bushing and locknuts shall be made of galvanized malleable iron and shall have sharp clan-cut threads. 9. LOCATION OF OUTLETS: Switch openings and other outlets are located on the plans. Care must be used in actual location of outlets by consulting the various detailed drawings used by other trades and by securing definite location from the Architect. Switch outlets shall be set to clear the door and located on the lock side of the door in all cases. Groups of switches shown shall be set in vertical tandem with not more than four switches under one (1) cover or plate. 10. CONDUCTORS & WIRING: Wires and cables for feeders and branch circuits shall be code grade rubber covered and shall comply with the latest requirements of the National Board of Fire Underwriters. All conductors shall have a hard, slick-finished cover saturated with a moisture-resisting and flame retarding compound. In case other insulation is required by reason of high tempera- ture, the conductors shall have an asbestos insulation, which complies with requirements of the N.E.C. All conductors that are laid underground and those run in conduit in slab which is poured on the ground (and at any other places where excessive moisture is likely to be present) shall be R U IV or R W. All conductors shall have a conductivity of not less than 98% of the conductivity for pure copper. All conductors shall be those manufactured by Faranite, The U.S. Rubber Co. , General Electric Co. , or as approved by Architect. Conductors size #6 AWG and larger shall be stranded with double braids; conductors #10 and #$ shall be stranded with one braid. WIRES SMALLER THAN #12 SHALL P10T BE USED, EXCEPT AS SHOWN ON PLANS. All sizes given on this specifications or on drawings are AWG. Samples of wire shall be submitted to Architect for approval. Each roll of wire shall bear the Underwriter's label. Wiring installed shall conform to the N.E.C. , and the identi- fied color code wiring system shall be used. Each wire shall be continuous throughout the length of uniform cross-section and at least $" of wire shall be left at outlet for connection to fixture. The wiring shown on drawing shows the method of controlling lights. 11. SPLICES & TAPS: Twisted joints shall be used in outlet or juntion boxes and in tap circuit wires only and no splices or joints shall be pulled into a conduit. These must be soldered and covered with an approved high grade rubber tape of a thick- ness of the rubber insulation to the wire, and, in addition, an external friction tape shall be used or 11scotchil electric tape may be used. Joints and connections in all other wires and cable shall be provided with approved lugs or connections of the proper size for the cables which they connect and these connections shall be carefully made. Where lugs or connectors are used, the ends of cables shall be sweated into them. "Scotchlok" spring wire connectors will be accepted. All joints or taps in stranded cables shall be made up in the manner shown on a multiple-wrapped splice or tap. All splices, taps and joints shall be insulated as hereinbefore specified. 12. ANCHOR BOLTS AND SCREWS: Where conduit straps, cut-out • switches, etc. , are to be fastened to walls, slabs, etc. , same shall be securely fastened by means of cadium-plated screws and "rawlplugs" lead cinch anchors, expansion bolts, or approved equal anchors, .fitted in holes drilled with "rawldrills". and for the main service lead cinch anchor bolts of approved manufacturer shall be used. Bolts, etc. , for exposed work shall be cadium-plated. Toggle bolts will not be accepted. SECTION 19 ELECTRICAL LIGHTING.- HEATING VENTI TING & AIR CONDITIONING Cq T N ED 13, WIRING DEVICES: All wall switches throughout, unless otherwise specified shall be arrow �'Quiette" switches flush 0 type of the following numbers. 1200 WATTS & UNDER OVER 1200 WATTS Single pole 1891 1991 Three-Way 1893 1993 Switches shall be single pole, three-way, etc. , as required by drawings - Sierra; Switches of General Electric, or approved equal manufacture of the same quality as the above switches will be acceptable. All cover plates shall be or similar material, or they may be of brass .06i1 thick. Screws shall match the finish in special areas. Single switches shall be mounted vertically. Groups of switches shall be under one (1) gang plate mounted horizontally. Where required by details vertical mounting shall be used instead of horizontal mounting. 14. SWITCHES" COVERS AND RECEPTACLES: Tumbler switches shall be Arrow-Hart "Quette"s "Sierra-' or General Electric quiet type, similar and equal to the following: Aft Type- 14Arrow-Hart" General Electric "Sierra" Single Pole 21-1 5521-2 5001 Three Way 823-1 5523-2 5003 All switches shall be utilized within the manufacturer's ratings for the type of service involved. Switch and device plates shall be provided to accommodate all outlets where required appropriate to the switch or device enclosed. Unless otherwise required by the Architect or special device plates are required for specific equipment supplies, plates shall be "Sierra,?, satin finished, stainless steel, or galvanized utility box covers where surface installed in unfinished spaces. Use "Jumbo'-' plates throughout. All wall switch outlets shall be in the wall, adjacent to the lock side of the door. Where glass partitions or other Architectural features prevent such location switches shall be located for maximun accessibility. Reenacles shall be as follows: Tyne Class General Electric Arrow-Hart Sierra Convenience NEMA Par. Plug & GND. GE410$-2 5721-1 1460 Clock Hanger GE4211-5 5701-1 2112 Weatherproof 5252-1 All wiring devices and switches where possible shall be ivory color. 15. INSTALLATION OF SWITCH PLATES. ESCUTCHEONS„_ETC. : It shall be the duty of this Contractor to examine the plaster of finished walls, painting and other finishes before Making this installation, to make sure that his accessories, where installed, will fit and cover properly and leave no open or unfinished surface showing. He shall refuse to complete his installation where faulty work on the part of others is found, and shall promptly report the trouble to the General Contractor and the Architect. 16. DISCONNECT SWITCHES: These shall be installed where shown on the drawings, switches as required and of the size indicated on drawings. At all other points where disconnect switches are not furnished with the equipemnt, Quick-Make and Quick-Break, Fuzed Bulldog, or other approved equal, safety type disconnect switches shall be furnished. Connect up as shown on drawings. All disconnect switches throughout shall be of the same manufacture. SECTION 19 ELECTRICAL LIG14TINGl HEATING VENTILATING & AIR CONDITIONING 'ZNU D L ZTOR CONNECTIONSg TEMPERATURE CONTROL AND OTHER SPECIAL WIRING: This Contractor shall connect up all of the electrical equipmnnt, including motors, temperature control equipment and all other electrical operated devices installed within the building or adjacent to building, unless other wise specifically noted on the plans, this shall include all motors and equipment furnished under this heading and the mechanical heading. Check mechanical specifications for the size of motors and controls specified. Starters, push buttons and other control devices will be furnished by suppliers of motors. This Contractor is responsible for dis- connect switches, conduits, wire and all interconnecting wiring to complete work. The motor circuits shall be terminated on the motor with suitable condulers and covers so that motor leads will not be exposed on the motor. Motor connections shall be made with flexible conduits. All motor frames shall be grounded to rigid conduit stub with bare copper wire, of the correct size to effectively ground motor, bolted and soldered to motor frame and neatly clamped to flexible conduit. 18. FIXTURES: Furnish and install all fixtures complete as shown on drawings and/or listed in 'Fixture Schedule". This Contractor shall furnish and install all lamps required for fixtures. All fluorescent lamps shall be standard cool white and all incandescent lamps shall be inside frost, unless other- wise specifically noted on drawings or schedule. Where finish or color of fixtures is to be selected by owner or Architect, this shall be interpreted as standard color or finish and addi- tional costs for special finish or color will be by owner. 19• BALLASTS: All fluorescent ballasts shall carry the `ICBM Certified by ETL" label. The ballasts must be of high power factor type, listed by Underwriters Laboratories and meet all applicable ASA Lamp and Ballast specifications as included in CBM requirements. The ballasts must be sound rated and this sound group rating indicated on the ballast. The ballasts specified shall have the lowest sound rating consistent with the requirements of the application. The ballast fill material shall be of the Thermosetting Type, not subject to softening or liquefying under any condition of operation or failure of the ballast, and shall be Dri-Lok as manufactured by Jefferson Electric Co. , or approved equal. Fluorescent ballast shall have individual short-circuit protection in their primary circuit in a GLR or GMF fuse of proper ampere rating as specified by the .fixture manufacturer and mounted within the fixture in a HLR Holder. Fuses and fuse holder as manufactured by Bussman or approved equal. 20. GROUNDING: A. OVERHEAD SERVICE - The identified neutral and the complete conduit system shall be effectively grounded to a 3/41' x 101 driven ground rod in such a manner that re- sistance to -ground shall not exceed 15 ohms. The ground wire (neutral) shall be run in conduit with other conductors and shall be insulated, and of the type and size as required by N.E.C. ground clamps shall be of type approved by the Architect and grounding connections shall be such that they will be permanent and that the resistance will not increase with passage of time. b. UNDERGROUND SERVICES - The identified neutral and the complete conduit system shall be grounded as stated in paragraph A, except the grounding device shall be the nearest 'P or larger cold water line. 21. PANEL BOARDS AND CABINETS: This Contractor shall furnish and install all panel boards, cabinet and disconnect switches as shown on plans and panel riser diagram, and as hereinafter described. Cabinets for panel boards shall be made of code gauge galvanized steel with flanges. Flanges shall be lapped and welded at corners. Gutter space shall conform to the latest N.E.C. , requirements. Each cabinet or panel board shall have a catch and lock type hinged door, each door shall have a directory frame and card. This Contractor shall properly identify all circuits and note same on directory card with typewritor. All sECTZON l4 G NG E NG VENT NG. LAIR CONDITIONING 911, „ PANEL BOARDS AND CABINETS: (CONTINUED) two and three pole breakers shall use common trip. This Contract- or shall furnish and install fuse in all fuse holders. 22. ELECTRIC HEATING: Furnish and install all parts of electric heating equipment and temperature control equipment as listed in schedule and/or shown on plans. On completion of work and before final acceptance of work this Contractor shall, in the presence of the Owner and the Architect set all time clocks, thermostats and time delay relays as directed and demonstrate that all equip- ment is in proper working order. 23. POIdER&GRAVITY VENTS: Furnish and install all power, gravity vents, dampers, grilles and other accessories as shown on plans. 24. TEMPORARY SERVICE: The Electrical Contractor shall furnish a service drop near the center of the building activities and maintain temporary lights and power lines for use of the project during construction and on one line to the Field Office. This Contractor shall provide and maintain adequately sized sockets on feeders and size and protect the temporary wiring for reasonable voltage drop and proper protection to workman. 25. GUARANTEE: as By signing the contract for this work, this Contractor herein guarantees that all equipment, apparatus, materials and supplies shall be the best of its respective kind, workmanship shall be of high class, and all phases of performance shall be in accordance with the best modern practices in the Electrical and Heating Industries, improperly grounded or shorted circuits, open connections, or bends and other defects due to faulty equi ment, apparatus, workmanship or design which develop within one (1) year from the date of the Architect's acceptance of the work shall be remedied, replaced or made good without cost to the Owner. b. This Contractor in addition to the one year warranty aforesaid, shall be responsible for all materials, equipment and work being supplied or performed by him prior to acceptance by the Architect. r Section 3. This ordinance shall be in force and take effect from and after its passage and approval. Passed: Approved' 40 ) President of t e Council Mayor Attest: .c.L City Clerk .t r. ill 1