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Project Manual for Construction of Bushard Community Center
NOTICE INVITINK SEALED BIDS CC-491 Notice is hereby given that the City Council of the city of Euntington n"ach ; California will receive sealed bids for the construction of the Bushard Community Cont6r/Oakview Day Care Center in the city of NuntinytQn Beach, California in accordance with the plans and specifications and special provisions on file in the office of the Director of Public Works . Docunonts will be available on September 10 , 1979 . A charge of $20 .50 , not refundable , will be required for each set of specifications and accompanying Grawinys . DIRECTOR Or PUBLIC . WORKS ESTIMATE. Work Item Construction of Bushard Community Center , Complete Lump Sum Construction of Oakview Day Care Center , Complete Lump Sum In accordance with, the provisions of Section 1773 of the Labor Co& , the State of California , Director of the Department of Industrial Relations shall determine the . qcneral prevailing rate of wages , applicable to the work to be done.; copies of the latest general wage rate determinations ore on file at the oUice of the City Clerk and the office of the Director of Public Works of the city of Huntington Beach , California . Plans and specifications , together with proposal form , nny 5w antained, An the office of the Director of Public Works , City hall , Huntington peach , California. -No bid will be received unless it is bade on a hianh form furnisAuc.- by the Director of Public Works . The spacial attention of prospecLivc bidders is called to the proposal requirements , seLforth in tKe specific"Lio"" , for full directions as to the bidding . The foregoing quantities are approximate only , 5eing given as a basis for the comparison of bids , and the city of I HunLinqton Beach does not express or by implication; agree that the actual amount of work will ccyLos- pond therewith but reserves the right to increase or .decrease the anounn of any class or portion of the work , as may be deemed necessary or expcGie� � by the Director of Public Works . All bids will be compared on the basis of the Director of PuLlic Works -estimate, of the quantities of work to be done . No bid will be accepted from a contractor who iq not licensed in accord- ance with the low, under the provisions of Chapter 791 , Statutes of 1929 , as amended or Chapter 17, Statutes of 1939 , as amended , or to whom a proposal form has not been issued by the city of Huntington Beach. Each bid shall be made out on a form to be obtained at the office V *- ie Director of Public Works , Development Wing , 2000 Main Street, vuntinqton .' ,0ach , California ; shall be sealed and filed with the City Clerk at the Civic Center, Second Floor Administration Building , 2000 Main Street , Huntington Beach , California, on or before 10 : 00 A. M. of October 10 , 1979 , and sha..11. be Opened by -1 Committee :'Omposed of. Llie City Clerk , the City Attornev and Director of Public Wor}::, or their authorizcd representative and the results of 'al(l b'idd.lnd wi.-ll. be reported to Lhe City Coun:: i.l of. :-;J11cl ci,�"`,t v of Iluntinclton 130ach at Lheir- regular :IICeLiny to be he -d OIl '-I ) i I:I%.'., L110 1� 15th of October , 1979 , at the .hour o! 7 : 30 P .M . in Llie City Council in the Civic Center o.1 said .city of Huntington Beach , and shl-ill be actecl upon by said City Council at the regular meeting of October 15 ,. 1979 .. The. city of . Iluntington Beach, California reserves the right to reject any or- all bids , and to accept the bid deemed for the best interest of the city of Iluntington Beach, California. By order of the City Council of the city of IIunt.ington ,Beach , California this September 18 , 1979 . ATTEST Alicia W_en.t,aorth City Clerk j t v^.°.r+ \'-�.''tin �p t i r _._ . .. . y r P.O. BOX 190. CALIFORNIA 92648 1d /� `•�= ENGINEERING DEPARTMENT September 4 , 1979 Subject: Addendum No. 1 Clarification of CC 491 .Specifications and Plans for the Construction of the Bushard-Community Center and the Oakview Day Care Center. NOTICE TO ALL BIDDERS : Refer to Bushard Center Plans Sheet A-4 ; B, C, E, and J. Insulation shall be "4-19 Batt"' You are requested to acknowledge the receipt of this Addendum below and return a copy of this .Ad.dendum with your bid documents . very truly yours , I'loyd G. Belsito Acting Director_ of Public Works FGI3: BW:ek This is to acknowledge receipt and review of Addendum No. 1, dated September 4 , 1979.. Company By Dated APPROVALS OFFICE OF STATE ARCHITECT STATE FIRE MARSHAL BUSHARD COMMUNITY CENTER: Appl . No. �/ ��� File No. Date /2 -,2 Date 2 _ BY ��-- r ncipa S ructura Eng neer /, OAKVIEW DAY CARE CENTER Appl I-�No. A6-?1 File No. r_ 3c7- 7- Date Date _ � o �� By L.Z4 4� L Prrinc pa Structura Engineer PROJECT MANUAL _ KVI _.. Y , CAR ,. ENT=R CITY OF HUNTINGTON BEACH ARCHITECTS WILLIAM BLUROCK & PARTNERS 2300 Newport Boulevard Newport Beach , California ; Area Code 714 - 673-0300 r 0 STRUCTURAL ENGINFERS MARTIN & TRANBARGER 2304 Newport Boulevard J' Newport Beach, California Area Code 71.4 - 675-.0715 _ [ MECIIANICAL ENGINEERS NACK AND SUNDERLAND 7462 North Figueroa Street Los Angeles , California Area Code 213 254-6775 V4_,�_ ELECTRICAL ENGINEERS FREDERICK BROWN ASSOCIATES 3f34B Campus Drive, Suite 212 Newport Beach , California Area Code 714 - 546-9995 TABLE OF CONTENTS - NOTE THE SECTION NUMBERS ARE BASICALLY THOSE IDENTIFIED BY THE FIVE DIGIT NUMBERING SYSTEM IN THE "MASTER LIST OF SPECIFICATION SECTION TITLES" , CONSTRUCTION SPECIFICATIONS INSTITUTE MP-2A ( SEPTEMBER, 1972) . DIVISIONS AND SECTIONS OF THE CSI FORMAT APPLICABLE UNDER THESE SPECIFICATIONS ARE INCLUDED AND THOSE NOT APPEARING ARE NOT APPLICABLE. IN CASE OF DISCREPANCY BETWEEN THE TABLE OF CONTENTS AND THE SPECIFICATION, THE SPECIFICATIONS SHALL GOVERN, BIDDING RE UIREIIENTS NOTICE INVITING SEALED BIDS INFORMATION FOR BIDDERS PROPOSAL FORM (2 SETS) . CONTRACT FORMS CONTRACT FORM SUPPLEMENTAL CONDITIONS OF THE CONTRACT GENERAL REQUIREMENTS .SUPPLEMENTARY GENERAL REQUIREMENTS DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT (H.U.D. ) LABOR STANDARDS GENERAL REQUIREMENTS SUPPLEMENTARY GENERAL REQUIREMENTS SPECIFICATIONS DIVISION 1 - GENERAL RE UIREMENTS Section 01000 SPECIAL CONDITIONS Section 01400 QUALITY CONTROL SERVICES Section 01500 TEMPORARY FACILITIES DIVISION 2 - ,SITE WORK Section 02200 EARTHWORK AND SITE GRADING Section 02220 STRUCTURE EXCAVATION AND BACKFILL Section 02612 ASPHALT PAVING Section 0261.4 CONCRETE PAVING Section 02710 FENCES AND GATES DIVISION 3 - CONCRETE Section 03100 CONCRETE FORMWORK Section 03200 REINFORCING STEEL Section 03300 CAST-IN-PLACE CONCRETE DIVISION 4 - PtASnIJRY Section 04220 CONCRETE UNIT MASONRY DIVISION 5 - METALS Section 05100 STRUCTURAL METAL Section 05!)00 FIISCLLLAIIEOUS METAL DIVISION 6 - CARPENTRY Section 06100 ROUGH CARPENTRY Section 06180 GLUE-LAMINATED WOOD Section 06200 FINISH CARPENTRY AND MILLWORK BUSIIAPD COMM. CT:. DIVISION 7 - MOISTURE CONTROL Section 07.200 BUILDING INSULATIOFJ Section 07510 BUILT-UP BITUMINOUS .ROOF ING Section 07600 SHEET METAL _WORK Section 07800 SKYLIGHTS Section 07900 CAULKING AND SEALANTS DIVISION-8 DOORS WINDOWS , AND GLASS Section 08110 HOLLOW METAL WORK Section 08200 WOOD DOORS Section 08330 COILING METAL COUNTER DOORS Section 08510 STEEL WINDOWS . Section 08710 FINISH HARDWARE Section 08800 GLASS AND GLAZING DIVISION) 9 - FINISHES Section 09100 LATH AND PLASTER Section 09260 GYPSUM DRYWALL CONSTRUCTION Section 09310 CERAMIC TILE Section 09500 ACOUSTICAL TREATMENT Section 09650 RESILIENT FLOORING Section 099.00 PAINTING DIVISION 10 - SPECIALTIES Section 10160 TOILET PARTITIONS Section 10620 OPERABLE WALLS Section 10623 -ACCORDION FOLDING PARTITIONS Section 10800 TOILET ACCESSORIES DIVISION 11__ EOUIPMENT •` �— NOT APPLICABLE DIVISION 12 - FURNISHINGS NOT APPLICABLE DIVISI ^-N 13 - SPECIAL CONSTRUCTION NOT APPLICABLE DIVISION 14 - CONVEYING SYSTEMS NOT APPLICABLE DIVISION 15 - MECHANICAL Section 15400 PLUMB1NG DIVISION 16 - ELECTRICAL Section `16100 ELECTRICAL WORK BUSHARD CON I1. CTR. OAK VIIV) DAY CAR:U CTR . HUNTINGTON BEACH T of C - 2. PROPOSAL TO THE CITY OF HUNTINGTON BEACH w The construrtion of BUSHARD COMMUNITY CENTER, at Bushard School , 19699 Education Lane , Huntington Beach , California and OAKVIEW . DAY CARE CENTER, at Jacquelyn Lane Culdesac , Huntington Beach , California. CC-491 To the Honorable Mayor and City Council, City of Huntington Beach, California: In compliance with the annexed notice inviting sealed proposals, I ,hereby propose and agree to enter into a contract to perform the work herein described and to furnish the materials therefore according to the. plans, specifications and special provisions for the said work and to the satisfaction of and under the supervision of the Director of Public Works of said City of Huntington -Beach, California. The undersigned has not accepted any bid from. any subcontractor or materialman through any bid depository, the by-laws, rules pr` regulations ` of which prohibit or prevent the contractor from considering any bid .from any subcontractor or materialman 'which' is not processed through said bid depository, or which prevent any subcontractor or materialman from bidding to any contractor who does not use the facilities of or accept bids from or through such bid depository. For the furnishing of all labor, materials and equipment, and or all incidental work necessary to deliver all the improvements complete in place in strict conformity with the plans, specifications and special provisions, on file in the office of the Director of Public Works, City of Huntington i Beach, California, I propose and .agree. to take full payment therefore at the following unit prices, to wit: -tem # Items with unit price written in words Unit Price Total uantit One Construction of BUSHARD COMMUNITY CENTER , �- complete : Lump Sum DOLLARS Page P- 1 PROPOSAL - Cont' d' Items with unit price Item # Quantity written in words Unit Price . Total 2 One Construction of OAKVIEW DAY CARE CENTER , complete : Lump � Sum DOLLARS The undersigned understands the contract time limit allotted for the contract is 210 Calendar days. If awarded the contract, the undersigned hereby agrees to sign said contract and furnish the necessary bonds within ten (10) days of the award of said contract, and to begin work within ten (10) days from the date of approval of the contract by the City of Huntington Beach, California. The undersigned has examined the location of the proposed work and is familiar with the plans, specifications and special provisions and the local conditions at the place where the work is to be done. Accompanying this proposal is (NOTICE: Insert the words cash, cashier's check, certified check, . or bidder's bond, as the case may be). Licensed in accordance with an act providing for the registration of contract License No. Signature of Bidder Business Address Place of Residence Dated this day of 19 Page P- PROPOSAL SUB-CORMACTOR LISTING TING Pursuant to the Gov.:rnment Code 4100, the Prime Contractor, in order for this 'proposal to be acceptable for consideration shall furnish the name and location of the place of business of each sub-contractor who will perform work or render service on .this project in an amount exceeding one half of one percent of the total bids. WORK TO BE PERFORMED SUB-CONT- MCTOR SUB-CONTRACTORS ADDRESS By submission of this proposal, the contractor certifies 1. That he is able to and will perform the balance of all work which is covered in the above sub-contractor listing. 2. That the City will be furnished copies of all sub-contracts entered into and bonds furnished by sub-contractor for this project. Page P- 4 PROPOSAL INFORMATION REQUIRED OF BIDDERS The bidder is required to supply the following information. Additional sheets may be attached if necessary. (1) Address : (2) Telephone (3) Type of firm - individual, partnership, or corporation: (4) Corporation organized under the laws of the State of (5) Contractor' s License Number:: (6) List the names and addresses of all members of the firm or names and titles of all :officers of the corporation: 0) Number of years experience as a contractor in ,construction work: Moor %`(8) List at least six projects completed as of recent date: (Contract amt. ) (Class of Work) (bate completed) (Name and Address of Owner) (9) List the name of the person who inspected the site of the proposed work for your firm. Firm: Date of Inspection If requested by the City, the bidder. shall furnish a notarized financial statement, financial data, or other information and refer- ences sufficiently comprehensive to permit an appraisal of .his current financial condition. Page P-5 t Acconpanyi.ns this proposal is (MVIGe 114"A1 THE rJAOf CASH ( _�.1* •CA$M1je$ CKICA,, cA it,IF [4 coil ea, _pi ilio[ z scwc. Lb THE Cott da94.1 in anount equal to at least ten percent of the total of the bid . The names of all persons interested in. the foregoing proposal as principals arc as folluws : If bidder or -other interested IMPORTANT NOTICE person is a corporation , srato lcr,al name of .corporation, also names of the president', secretary , treasurer , and manager thereof ; . if a co-partnership , st.zte true nnr*,:ic of firm, also names of all individual co -partners composing ,firm; if. bidder or other intcrested person is an individual , state first .end last names in full . Licensed in accordance with an act providing for the registration ,+ of Contractors , License No . sICrR ►a I-IcPE I Signature of Bidder bidder is a corporation , t.hc legal name of the corp- oration slialI be sc; forth above together with the signature � of the• officer or officers authorized to, sign. contracts on behalf ' of the corhorat ion ; if bi(lcter is a copartnershi tho true name of thc ' iir►a. sltall be set forth above together with, the signature of t11c ;:tl•1•re' t• or 11:11' tncrs authorizce: to sign contracts in behalf. i Of Ow, copa (' tnc)—;hip ; and if hidden is an individual , his signa- turc• shall he placcd above . If sirnd.ttirc is t-.y an agent , other ' tlta,► an officer of a corporation or a member of a partnership a Power of AtIonney must be on file• with the City prior to opening bids or submitted t ith the bid ; otherwise , the bid mill, be disre - i e-;irelcel :�s irregular and unauthorized . business Address Place of. 1;LlSi11e5S Dated . 19 CERTIFICATION tr ITII RFG'ARD *0 THE—R RFORMANCC OF PREVIOUS � CONTRACTS OR Su BCONThACfS �(IaJ ECT TO THE EQUAL OPPOR- TUNITY CLAUS[: AND 111L F I L I Ni; Of , REQU I RED REPORTS Tice; bidder proposed subcontractor �, hereby I cert i f ics that he has has not _ , participated in a previous contract or subcontract subject to the I equal. opportunity clause, as required by Executive Orders ` 1002S , 11.113 , or 11246s and that he has , .has not , i filed with the Joint Reporting Committees the Director of the Office of Federal Contract Compliance , a Federal • c Government 'contracting or administering alien y , or the i former President ' s Committee on Equal Employment Opportunity , t all reports due under, L1ic applicable filing requirements . i ..,, � ,o,p ny • Titic Date : Not c :� Tltc al�ovc c_r, t i t ic- t i on is rcgt�i red b�• the 1'.qual Employment L'Ti cortunit )� Rcc;ul :� tcons of. the Secretary of Labor (41 CFP, 60 - 1 . 7 (b) ( 1 ) ) , and nits, t be submi t t.ed by hi'dders and proposed subcontractors only in conrcect .* 0n . i;itic contracts :cccd st;0c011tracts ' e•:;tiCh arc subject to the equal ohhoc• tciiiity c1 .LIS'e. Contracts ;end subcontracts which .1rc cxcrnl)t From the eylal opportunity clause are set forth in 41 CFI; Gtl- 1 . 5 (Generally fitly contracts or subcontracts of $10 ,000 ox Under are cx.rnpt) Ctcrrol ly , Standard Form, 100 (1'1:U- 1 ) is the only report required by the h.xcculivc Orders ur their implementing regulations . I'ccc;.uticcl l>>• imc conlrac• lurs :1nci sW)C0r1trctc' L0� I'5 w110 ;iavc aii• tic.ipa.tcd iii a I)r(:v ►•c)u:: contr:►ct or subc.ontc-act subjc:ct : to the Executive Orders Page P-7 havc not Ci Jvd th i—cqui red rL•I)urts s.huuld note that 41 Ci:it cci I . ? (b) ( I ) Iirvvvnts the ;sward of *contracts and subcontracts unlc�� Such c0nt r;i�tor submit~ ,_a rcpoxt. covering the delinquent IcI.1 or such 0tiicr IIL' 1''iod "s1)ecificd by t I i C Director, office of Federal Contract Compliance, U. S. Department of Labor. Page - P-8 ` r i l CERTIFICATION OF NON•SEOAEOATEO FACILITI98 Federally Asswthd fka*tt The federal) asust n f his l Y rd construction. contractor certifies that Iva does not maintain or prov►ds o+ employees any t,agregated facilities at any of his ustablishments, and that he doss not permit his ems oyees to perform their services at any location, under his control, where segregated facilities are maintained. ThrJ®drrally emitted construction contractor certifies furtlior that he will not maintain or provide for his employees any segregated facilities at any of his establishments,and that he will not permit hit employers to perform their l services at any location, under his control, where wgrtgated facilities as maintained: The ledwally assisted construction contractor vgrers that a txeach of this certification is a violation of the Equal Opportunity c4wss in this contract. As used in this certification, the form —wgregated facilities"means any waiting rooms, work areas, restrooms and washrooms. restaurants ind.other eating areas, tirneclucks, locker rooms and other r storage or i dressing. areas; parking'lots, drinking fountams, recreation or entertainment areas, transportation, and housing facilities provided for employers which ate.segrirgated by explicit directive or art in fate mWoWted on the bssrt of race, creed, color, .of national origut, twcauwa of 'hAjia,-local custom, or otherwise. The faderally astistod ' construction contractor agroes that .(excelit where lie has obtained identical certifications from propoead subcontractors for specific time periods) he will obtain rdrrrrticdl certifications from propotd subcontractWs j rxioi to the award of subcontracts exceeding S10.000.which aim not exemyt from the provisions of the Equal Opportunity clause, and that he will roan► siich eertrfu:atiuritUl I►it filus. NOTE:The penalty for maker false statemwits ui oflurs is uuscitilwd in IS U. 1 i. fir Y g 1 >�C. � Comuany By. Llfv Qdlc, . ` a i . Page P-9 { 1 E31!) H u NIA NOW ALL MEN BY THESE PRESENTS , That we as PRINCIPAL, and { as SURETY, are held: and firmly bound unto the City of Huntington Beach 1. in the penal sum of TEN PERCENT (10%) OF THE TOTAL AhOUNT• OF THE BID of the Principal above named, submitted by said Principal to the City of Huntington Beach, Department of Public Works , for the work described below, for the payment of which sum in lawful money of the United States , well and truly to be made , to the Director of the Department .' to which said bid was submitted, we bind ourselves , our heirs, executors, adminis - Nz.P�trators and successors , jointly and severally firmly by these presents . Tn no case shall the liability of the surety hereunder exceed the sum of THE CONDITION OF THIS OBLIGATION IS SUCH, That whe.reas the Principal has submitted the above-mentioned bid to the City of Huntington Beach' as aforesaid; for certain construction specifically described as follows , for which bids are to be opened at f California, . on for � NOW THEREFORE, ,if the aforesaid Principal . is awarded the contract and , within the time . and manner required under the specifications , after the prescribed form, in accordance with the' bid , and files two Fonds with the Department , one to. guarantee faithful performance and it other to buarantec payment for labor and materials , as required by ++law, then this obligation shall be null and void; otherwise, it .shall h., and remain in full force and virtue. � . IN WITNESS WFiER .OF , We have hereunto se't our hands and seals on thiti clay of - -- - A D . 19 i Pee P- 1.0 (This . affidavit shall be executed- by the successful bidder in , accordance with instructions' in 'the .Faderai ;Requirements in this booklet , but bidder may execute the affidavit on this page at the time of submitting his bid. ) NON COLLUSION AFFIDAVIT To the City of Huntington Beach. The undersigned in submitting a bid for performing the following work .by contract , being .duly sworn, deposes. and says : That he has not , either directly or indirectly, entered into any agreement, participated in any collusion, or otherwise taken any action in restraint of free competitive bidding in connection with such contract . ; } t i 1 f Signature of 111d3or Business Adaress Place of Residence Subscribed and sworn to before me this day of 19 ► Notary Public in ana for the County of State of California. My Commission Expires , 19 . Page P- 11 (SEAL) (SEAL) (-SL•AL) Prncipa (SEAL) (STEAL) (SEAL) Surety A resS Nutc : Sig1MtUl*Vc, of those executing for .thc surety must be properly ac knowledgcd , Page P- 1.2 C' O N T R A C T THIS AGREEMENT, made and entered into as of the.- _day of 19 by and between the CITY . OF HUNTINGTON BEACH , a municipal corporation, hereinafter referred to as THE CITY , and hereinafter referred to as THE CONTRACTOR.. W I T N E S S E T I3 WHEREAS , in accordance with the provisions of Section 1773 of the Labor Code , the State of California, Director of the Department. of Industrial Relations , shall determine the general prevailing rate of wages , applicable to the work covered by the contract; copies of the latest General Prevailing. Wage Determinations are on file in the office of the City Clerk and made a part hereof. The supplementary conditions attached hereto are part of this contract, and incorporated herein: WHEREAS, the City Council of the City of Huntington Beach, County of Orange , State of Californi.a , pursuant to stattites in such cases made and provided, duly and regularly caused a notice 'to be published, calling for bids for labor, material, tools and equipment for the in said City of Huntington Beach, California, said work to be constructed according to plans , specifications , general requirements , and special provisions for same on file in the office of the Director of. Public Works and adopted by the City Council of said City of Huntington Beach on .the _ day. of _ __ 19 to which said plans , specifications , general requirements , and special provisions reference • is hereby made , and by such reference they are made a part of this contract as if herein set out in full; and WHEREAS , the City Council at a regular meeting thereof and at the time and place appointed therefore received the report of the results of the bids submitted by the respective bidders for the construction and completion of the above mentioned work , and after . careful consideration of all bids submitted . the City Council awarded the contract therefor to the CONTRACTOR therein named at the prices set forth in his bid, it being the lowest and best bid received by the said City Council . C-1 ' NOW, THEREFORE, in consideration of the, convenants and ag.ree.- ments herein contained, being done and peformed by the parties hereto, it- is hereby agreed as follows: I . By my signature Hereunder , as Contractor, I certify that I am aware of the • provisions of Section 3700 of the Labor Code which require every employer to be insured against liability for Workmen ' s Compensation orto undertake self-insurance in accordance with the provisions of that code , and I will comply with such provisions before commencing the performance of the work of this contract . II . Contractor agrees .to receive and accept as full compensa- tion for furnishing all materials and for doing all the work contemplated and embraced in this agreement, the unit prices c'on tractor submitted in his proposal which was accepted by . tlic Ci. .y Council . A copy of said proposal is attached hereto and incorporated herein by reference . and made a part hereof. Contractor further C-lgrecs that said payment by City shall include all- payments for all loss or damage arising out of the nature of the work aforesaid, or from the action of the elements , or from any unforeseen difficulties or obstruc- tions which may arise or be encountered in the prosecution or the work until its acceptance by the City, and for all risks of every description connected with the work, also for all expenses incurred by or in consequence of the - suspension or discontinuance of work and for well and faithfully completing the work , and. the whole thereof , in the manner and according to the plans and specifications , and the require ,%,,; ments of the engineer under them. III . City agrees with the said Contractor to employ , ant-1 does hereby employ, the said contractor to provide the materials and to do the work according to the terms and conditions herein contained and referred to, for the prices aforesaid; and. hereby contracts to pay the same at the ,time, in the manner and upon the conditions set forth in the general requirements and the said parties for' themselves , their heirs , executors , administrators,. successors and assigns , do hereby agree to . the full performance of the convenants herein contained for the contract bid amount of which - amount is subject to adjustment upward. or downward dependent upon inplace quantity where applicable. IV. It is further expressly agreed by and between the parties hereto that should there be any conflict between the term,.', of: this instrument and the bid or proposal of said Contractor, then this instrument shall control. and nothing herein shall be considered as an acceptance cl the. said terms of said proposal conflicting herewith- V. Bid Bond . The Contractor further agrees that his proposal shall be accompanied by a bidder' s security in an amount equal to ten percent (100) of his bid in accordance with California Government Code Section ' 37131 :et seq. C-2 , V1. Performance Bond and Labor and Material Payment Bond . ` ho contractor agrees to furnisli, prior to the execution of the contract, bonds , covering the faithful performance of this contract and the payment of all obligations arising thereunder in 'such form and amount as the City may prescribe . VII. California Fair Employment Practice Act . The contractor agrees to utilize fair. employment practices in accordance with California Labor Code Section 1410 et seq. IN WITIIESS WHEREOF, the City . has caused its name and seal to be hereto .annexed by . its Mayor and City Clerk , thereto duly authorized and Contrctor. has set his hand hereto, the day and year in this . Agreement first above written. CITY OF HUNT.INGTON BEACH , a municipal corporation .Dated : By ATTEST: APPROVED AS TO FORM City Clerk City Attorney The Articles covered by this Contract must conform with the Safety Contractor ' s Legal Firm Name Orders of the State of (Corporation , Partnership, Co-partnership, California, Division .of Joint Venture , Individual or Industrial Safety. I certify that I have read the Foregoing and will comply. By Date Position or Title colitr act:oY. BY__ �. . Position or 'Title C-3 SUPPIAM:NIA L.V1V1J111V1.4y SUPPL[µE1rTA1tY COI1UIi10115 .?F IIIE Eg1lflli.Cf 101i CONSfHUCTIUN AHTICL,L, I LA(1011 STAIIIIARUS Omsr Bi. 1NCIU:U1.1) if, cOttrAM:f At l't 1.IlFKr) I i 1 A. (.1) All mrch.mun and I.rl•mr rs rit,Ill it rit In IIw r-mv-flu'IIi"I -I,l b•••('(nlrci '.h.Ili I•r• p,nd n,t. ,•I,r,..•....ly Ind not Icr.S nfiro lbon un,:r a:wrrk, anal atOwol sub!"yurnl drlhlrin'n of n h.N, „n .'•+y roll ,. I rrpl such pnyfnll dcdnctlons its me ve;mllted by IZ.ritni'ltow'. u( till. Srcccia'l,of 1-alit, Ihr IVII mmOunlS due It Ihr time of p,tyo,cnl eompulyd nl wurr wh's tin! lvl.. Ih."I llw,r- rom,lwed it Ihr op. I;Ilcablc wngc (Iciclmntahnll drrllnnn of Ihr; Sect,,to,y of I.abol, trV,.+rdlrts of any t nnl,.,ctu.11 ml.,,......!,-I, which may be allcpcd In cll,sl bviween llte conilarlot ;,,,it such labnn,r: and mrCb,1 ,(••; an;1,1111• appIlr a61c wal',r drlcfminolion drei-v,n •,hall I'c pnsled by the Cnnllactol al the !.11c of II'r v.m4 m ;, ptnoninr•nl I'lm, - ,cherc i1 Con bC Cnttly 'ern 6y Ibr wnrkrls. Pnf Ihr p... of Ibv; claw".. r"'•I„i•'Ifinns ma,f•• tit f ov: WO- sonnbly nnticipnted I1'ifict r:crllon 1 (bX2)of the haul-11.Ienn Ali „n Ithall "( lab,rrr: r, r,erl....... :.m ton• sulcfrd wages paid to such laboico� ormeehnnies, Suhjeel l0 29 CPI? 5.5 (MAlv). wl,ich Provides s bI'la,l- llolly PS follows'. - .Tile ConJloclor i„ay c11n5tdrr cis pail of lbr u'al;r: of :my lol....rl or nvt Lanlr Ihr ammo( '•I any . - cn,ls Icot on.Ihly nnIICIP:'Ird in pr(widing hcnrf,ls unrlrl n 1,1.'n or .pn,I•,fam d^tr.nbrd in • -C - - lion I 0)(2j(I)) of the fluvlr-lhcon Act, of tiny bona laic.Is...r.^ brnc(tI. tint Ir•,'I in section 1 (t,X2)of Ihr l_)a%it;41;,Coo Act of olhcnr.ise not I,SIr'1 In Ihr v;)hcub1C ,.nt;c de• lciminalinn dreislnn, only whrn Ow Srcicia,y of Lahty Im-, fount, t'I•nn.11 a 01en trqu' .I of the CoollaClot, Thal Ihr ❑ppIlcabin ;,Iandl,Irlr; of the I)ovi!.•I.larun Act 11:15y! hr,-n m't. 'Ahrn,'1••, Ptaciicablr, the Conllacl!,r Shnuld n•gncsl Ihr Srru•la,y of I.a6 f In n,,:,r ' Il l' (,n:!n,l": 1•'I"I•' 16r, mn4rng of Ihr, cr,r,Itat 1. In Ibr• Ca•.0 of unlnndvd p!nn•: .n,a L,•L,,, ,c tl:r '.••I fr,a1; r•) i .1...' - may icquitc the Cnn i;irinr in!;el aside in a %upamte uccnhnl.uc5cls 1,11 lltr r,rel,ap,of lions under lhw pinn of 1•uIr•fam. Alsn for the purpose of Ih,s clau•;r•, rrt''+1a1 cont.ibulmns made or cr• Is wrm •1 to, m"'r 11,„± .' • ':1. 1•r,i"cl undCf{,Jens, (ult'I" cr pfrl l,,ms, Imul Cm'rtinO the pafllculot u'rC l)' p f1(*1; arc dec:nrJ it,I•., I r•"•:Ituc lively made or ineut(cd i1mint; Such wcc4ly pc6c.I. (2) tl'hrncvcr Ihr mtntmum ual;r fate P,r,scltl Cd in IhC ai p',Ic.I hlr at:c drir,nc•.rt,tin drttt,n, 1 of lilboirfs of mrchaniCs inclurlrs a ffinp,• brncftt -hu h I.'% not rup,c«,d :u, 1•u n!)• w.', •:,lr :•n! .. Ihr Conl Inc l or is nh hi:.'Ird,to pay Ike cash equ i t';I lent cf !.tic 1, n fI mI',v bcnr(11, II 16r ,tit t'r'•c'rd c."It• c:',n.t, - ag'rc,r upon Ihr each Crt±;Ic:I!rnl Ihr• rl'Irthvn. :Irr.nm(,aniC,l by the reeom,nrndaln+n r,l liv: I'll,\. ! t'^ ,C (cited to the Sccrelafy of I abm lot determination. , (,)) The Il'Inl "a{mpllc•,Illr wat�r drlrunnlalinn rIrCI•ncn" tit u•:'•'I hrn wl'm n. 1!mr unrsi•IIrJ ^ tl„t, s,dn, in effccl ;,1 Ill(, Irfn•• rnodrort,ml �.l❑fie,,;lu•r i(yn,l; Ihr „•al:c ,air- Imlr,..,ll nl• In IL' I•,:,Ills „ - „.1w If Ihr w elk o: In bo pr•,fm ("I I'll tlu• rntrrsPonllu,l' rL"..ws If lel•n'ru: and 11.r b.'nl'•. r111401";1' ilnlclion of a slmtlaf r1i:11ar1cr, a•; dclrftnim-d by the .;crfrfaty of 1.'abnr lit atnr `,:tth l6•• 1'.t,I•• Itar,•n Arl, its nmrndt•d (10 1).S.C. 27(,a•276a•l),fill:Iudl g r•(fccll,c Chnngrs In Ihr dnrr:il,n. tl.yr J•",••,•" ch:,npCs, such ;is rn nflifl,ntions ml n111Mrsvdca'{ dvcltlnrlf;, :hall Ill c(Irt-fivr ,t•I!f ptl.l, 1„1!'±'Ir ,'•.I.n,v v by the Scciclar) of L:,hol,I rm!Arlfcllon.of 111e pfojcct has 11ced slatted of Ihr. 1•10jrCl rmltl,al;c h.r•. bcrl, fill- Willy endorsed for insutance. (4) Ant. cin!.s of Inhotct-. t,t n"'rh:u,ir!: tchit'h it; fin( I"11-d m i,c wal,n dr•Ir,n'vl.'cl••r. un I •.lily It r, In L• CmployC,I undor lily Cn111Glrl -lit,11 hr Cko.;ihcd ,I fCrI.,. II,r,l c ,P,Im.:n 1.Iy Ir+ 11, w: t•• ,h'Crml,..,In•n, an,f;,tcPnil of Ili,- nclinri tnkrn !;hall 1'c! crnl by Ik,• IAIA In Ihr' Sl r,cla,; of 1..,bnl, In Ihr• C,(n1 t... ..it _ c:Ird 1-mlies cnnonl nr,,rr on Ihr. I•n•pr•l clar.:ilicalion orr•rlaw;" l'calwn •d a puhculal I la;•. "( 1'L•;,•.f; ,r necll.1nIco In I'c usrd; Ihr qar .!null a(rnmpnnied by the Iceom:nenJalion of Ike I IIA, Sboli I,c fcicm-1 to ll'r Seciclar)' oft„hor (or'final dctctmination. Papolk and ba!:it: wrm-k ielnling Iirn to !:hall br n,;IUllnmrd dunnj• Ilv' Crnli•.r of Ihr :m n,4 :v,d I•L'•.. . sCtvr!I (^I n 1+ 1(+l of Ihn•^ yrn,s thru•Ilflcf (u1 all Iabolrre :,uld n„tha,ut!. rm1•lo;n1 ill 16r (,.I•Inlr• Finn of tht• i,tnjrc'I, hbe hayn'lk siall row;,m If,(, natnc. nd•I n•!.s an.l.Srir i:,l • - . Sr rm t ve. hc: lboa ,. lr Iv ( ru1,n•lt•,ntn'„h•••r o(1 r,'t•(i •:in!,, (u•'.l-,. ,.,', ' r.It". of cnn1111'nitn•I1, m co-.1'. :,tit 1''il'.1,1'11 of III,, Ili vs dv.,i 111:r I1 1" ',r, 11"11 1 It d:nly and:,rr41; nn•,hrl "I Iwo., :eor4r•II, (:fr,.•. m..,p^,'r."m,1, 0. It,, h• ant ual p".I ;Ilr•I errs f11c Sr'c lrlafi o1 Lab.,r !Iac I,nnnl:twd'.1 211( VP 5 G It'll :4r :. •.I ar, 1 r!..,,.tr .. �•,r•+• .. ineludr Il+c r rrt'unl of and' Cr:lc n•n'.rnuhfy -nit,Ipmt l in p,o,•I•II"r b...... •(,t• 1,r ,, IJen oI - • srnbed in srctinn I (b)'121(11) c( Ibr 1),tvii-llnron Art, Ihr cnnlfa•.11,, Shall •n,InlPn, rr(nr,i5 wklr i,r•.k••r 0h 1 Ihr (ommilmcnl to 1'fn,Or Such brurlllc I: rofo'cr ahle, Mat Ihr 1�1.,r, r.r I•Ir1,I, I�. fm '.n•%,.1;, rr.I••.. .,!.1'. .1"-1 lbnl IIte plan it 1•,nrlarl hac,I-rit crr,-wnw.iIrd 1n.',III fit I•. In 1Lr I.•I,.•,^'S nr r r(1,,,.,,r•. atL:lr,l, .1nd tecnrds uhleh sho.•.lhe costs anllcli'mcd of the Actual cost u,cunrJ In nmvnl r;; such b••m Ill•:_ (2) A.Inbofrf or ,�crl,nnlC v:hn p,.f(•,,•n�: umk tin Ihr Prnjerl It, c.,,r Iha. nr::• rL,s;Ilir.a;r,. .,t!•n: 1', ,snmr w%,I'.'.rcK tL'll br rla•.^rflrrl anal I'aol At ll,r h,(;hcsl c:ar,r. t.11C-.t11•i,CJ1'iC Io ,it. Lit `v- ..•1 ,O Ich he pellormt unless till• Inllon'1nr 1rqulrrrrrnis aic mCl' - (a) Arcurnfa dal h• lime ,r',•nl•: ,.hall br ro.'ullau,rd. )L' •.i• ,rr pill. r"1'i .•.hr w If... 1..'•_, " „l•••I I,I . . each rla'atllroliun and Ihr lolr of pa):lot rack c1:1sSIllcatton, a,ul n wA 1'r�y,nrd I') 11"• . (b) The p,'t Intl Otoll Olow the hnufG wof4rd In rach cL,.,0It,,Iton.11"d Il,r nal•,,• l.,lc I•an! I'n na•I. clnsSlllrntl<,n, • I I) (if 'A ropy of all 1'.. (fills, r III.hill gnV. Iho.• .,I .,II •;uhcnnln't floc, Ololl I.,' -.Id....Merl wrr4;} I„ ILI• i'... I-IIA by Ihr I mmv ,:nnll:n Im. "I he r„!.•, •I ,•aril pnyn,li •,hull br m„nnl,nuu•d by a "tl'r,Al; 1,,,1,•ment of Con'pli•omcc" in the (nrin sprvilfivd III I", 'J ll'low: of the,Srr1,;r:,,% I•I'I.Ilm, flit 1(111.1'1 IC Pad .1). T he slatenw;lt shall bt• C,',tckilvd'I'N.lhci•uil,l:.,trt (ourief, l aihi,ri or I,•,1•.....I.- tdIIt r,r) ,,,, it of n current Icllrr-of oulhottt,tu„i sI1;nld try [lie 11,1',",t(f 1'4..1 1,Jn1 I d.,tn'll 1 II'% 11r ilalcmr,ll •„ y I� . '. signed by the cv,pluy" aulh„nzcil in and Icllrr to slpt M!.v the I oym,"•nl't 1161• Payroll of a suhcnnifaclo, shall be accompanied by n crll,f,ealc of the ptime(:•u,u.n 1„r, (r,11061,: to.,l It,- „I his authorized asslsl:-Inl has cxnmined the payroll and found no evidence of vtnlalion of cnntiat:1 porn.Inn. relating to labor. (b) A copy of,ny flndlnl;by Ihr Scr.rrLuy of I.abnr undr,r 19(:1'R ti 5 (hglj(iv)•:ball be (unusht•,1 to the FIIA by the Crnttraclnr with life first payroll subnul(cd follnuln}; Irce,pl ni tile. Itn,lrnl•.. (•I) l he Contractor and :,II suheorllmcInts sim11 m;tke the n:eptd; tt:,luired un(Irr III,- 1.1l'ur sl.Inrl:,rrlti elausrs of the contr:trl available for inspCCUno by nulhorv.r•r1 rty,i,••.I•nl;iitvt•:: of life FIIA and the Department of Lnbor,,and r.lmll permit such lepfcse•nlalivr's to mlrrvirw rml`It,';cr:: dorm(:ur,rl.in�; bows fin Ow jot). The subr.onlraclnfs shall also mullc such records available to, and prrmil such interviews by, authorized represenlalives of the Contractor, C. Apprenlires will br permilled to -orlc as such only uhro thry afr try,r.terrd, rrnl,t•.,du.,lly, Iindrr a 1.1111a fide app,cnlivvshil, pto(;r:tm rcgisfrted with It slafe oppirnlocctil,lp al,rn(y uhlr.h 1•; Ir ,+j,nv,'d b; Ihr llnn•.Iu of Apptenlio-ship and Training, ((Wiled States Department of Loltor; or, if oo sut It o•c,.I,nited .r)•rncy ,•,rs is in :I s(atr, under a prcq;ta o registered wlllilhc Duicau of Apprt'Wllceshtp and 'hr.,inut,:, Uniled 51>lcs Dvpa)l- invni of Labor,- Thr. allowable ratio of rippranllce, to j,Iumvymrn Ili :ray f r.,lt t:I I•,!:Iln::i,rnn c:lall.not I•(• ., I,v,alcr than the vilrn ptvmitted in tile con(,aelor as In tits r•nlifc woil, fortr ninl,r Ih•• fejt,slrled Any empioyre listed on a payroll :it fin oppreotier w;,gr rail, wbo is not fvg1:ACc d a-; :Ibn•a•, shall Lr p.ntl the w;ige rate delennutrd by the Srcrclary of Labor for.tile cl:,ssiffcolirn, of w•u11 hC ;,clu,,lly pr,lnrc,r(1. Thr Contractor shall furnish Io Ihr HIA utgllcn evrtlnncc of Iht' Ir,IWIrd rr•pj•,t r.,t,,,n of htr: po,p,L,,o a,uf :,p• prrn(ic'cs and tho':r of subcmlha,.Inrs, the approved ralios of;,l•prrnticrs to Inpr,ll)mrrt, and Ihr• appn••.cll ;it,. pre'rili(e wage rates for the area of conslruclion, prior to the use of the appiultl,iccs on the contfntl Volk D. (I) Thr Conlroclo" his snbr,I'lfaclors"rind any lower ovi subconlr,,c(nrr. !:hall two r.il c,"+'liliow; A Ii,rn•.n•h C hereof in any.suhcontricls n+lo xhgrh they may emler. The Contractor sl:ail not lheteby he ,cycled of responsibility,for cumpli:mce with the aforesaid conditions. (2) Thr• Coniraciot will lye trquiwd to executr I IIA Form No. 2•I0.1-A,. C,mlim Iol'r. I'u v.rilml•.'U ,1�" Cc,. (Ifrcale, n•, n rnnJttirnt I,Irccdcnl to insu(ancr tit- the 1'Cd,',,d IInu•.mp,:\,I„nnI•:!t,It1 i iiI th.,l rr,l.n•, . morlp,.'p. I1.111, or odtancc Ihrrcof, amide of to b(: made by the mortl•ap,rl• uI ronnrc(naI w1111'the I.I•n,,ltm (o•., of the project. C. (I) In till- rvtrnl of failtw, of the ( nnirac(iu or any suhcnnlr.rttlol In cnmpl} '.t till Ihr I;vc(;nu11; r.....g,l,r•ns, . Ihr owner rna)' wllhbold (ram flu` Cnntracicr qny pa) It It ndc.rfn.c� p�Iynhlr o. Ihr (.,q,t'..,(or until Ihr.• Contractor eslabl,ahrs, to the satisfaclion of (lie Fedt:mll llou-:irtp,Comnii%r,onrr, tb.,l till• violations of the riforrsald conditions no I.mvcr exist. (2) A breoch of Ihr forel•,mnr.cnmlition%may Ili, grounds (or Ivmn I;Ilion of the t'ontrael, and far dt:bnf• men( os provided in 291C171? 5.6 and 24 CI'R 200.190- 2U0.195. ARTICLE 1 • EQUAL EMPLOYMENT OPPORJUNITY Dieing (lie lwrformance of this contend; the Conliaclot agrees ;Is follows; A. 'I beConlrnclor will not ,1,senn,inalc a{;ainsl any cgII,Iocr`e or applicoot (o, e,al,lovmcnl t„•i;iusr of Iat:r, icl,l!ion,colnt,.or nntiun;tlonl:in. "IhoConitaclorwill lal(c• oflil,n:Illve actirn I„ rns:un that ;Ilylic.tnls aft• emplo)ed, and ihnl'rmplo)cc ar, lrv:iIvd ditnnp,employment u•ifbonl n•I;InI to lhril 1.14e,•ct•III•,Ion, t+tr,I ,.I nniionaf otil:i"n: Sach nClinn !:ball mclutic, frill not br Innlled to(br 41 No,vW,h• Lmploymrfit, ul`r,t.,ding, dI•- molu,n, of (rnns(ef; let im(mcnl or rrnuilnu•nl idvclllslnl'•, layoff Iu role: of I•.It rr 11111rI (:,Ims - of coa:Pensalioa, and scl,•rllcn tot training•, nleluding apPtenlgcC';h,p. l)Ir C"'Itroclor ol:lers In p,I•.1 In conspicuous places, :,vallahle to t'mpin--evs and upplican(s for employment, nottces to bC piovidt:d l;eltint; fotlh the pfovinio,is of tills no...Iv;c11minalion clause. It. t he Ccnlrnctol will,in all solic it'll i„•15 fir advCtllscmrols f,:f,cr.,(•1„vrr!•IJ;,rrr! L) fir (•,t lttl•al! I'[file ('nil. tractor, stale Ihal all gWal,llcd :Ipplicnnls will receive cons,deinliOil for Cm1,11)),rtcnl +Ilhoul ter.;ud In lace, lelipon, color, or na(rooal origin, C. The Contmctitf w,11 s""d to v;rh lulv,r union or rI•pn:srn!alive-n( u,+,;rr: tI lth +.btCh.it has a.C, .h(.II>.t• 1•,ul;nuung a�rtrmcnl or olh•'i vmdfart cr undc,slandmv.. mm`(icr la hr 111— ,Ic,f a.11r,rl,; Oil: s:nd bI!•.`1 union fit wo,l.rrs' n`prC'•rnlalnrs rrll,r Ccnlfaclet's conuullme ill 4hoIcundcr, aml �I,nll pus( Copi s of the nonce in conspicuous places avoi I hie to employees and applicants (or rmpluy Ili(,n(. 1). 'hhr Cnni tic.lof mill(„-,Ply ait11 all lit nviclons of r.rl'cutIv4 O life I li24U of SI-plrmhrr 24, 1tk,5, .ind r( till- Jules. Ie);ul•fllons, find fel,:vaul orders of the Sccleinry of Lnbot. V. The C'nnito(:lcr will fu,nir.h all ni(mm'Ition and frpmt; it';uuCd by h,v rr,dn,• (lyd••I 1,12•L of ', I•'r.,,l•,•r 146, and b,• fulrv,•o•r;ulnuonA, and otders of the Srr,elaiy of I,.+b•�r, of pu,•,;:;,:Il tlirrio. and -,;It ••Irll, ``� accrsc to its bcn:s, fcconlc, and nrcoonts I•)' the Frdrinl lt,:unnli, Co„raI•.•.r(;+rr and lb r r SrrClnry o1 Labor, 1 for pu,pmel of (nvrsl'F'.he-I 10 (1 ertatn Ct plianre •.kh s,,rh I,,II•%, Irgulri,II— . A+ ` fin{rls, V . In tht• tvcnl u(the Conlr.Iclor's'nrni t.•^,1•I inner •'t•U,r. n,,,nli•.t•ttmtn„tt,•n t Lm••, ,I IL,•. ,t-tt„t I .• wttl, rl on) of the said ,ulcn, rr�nlaltnnl,, no urdrtc, till.t.o„It„ 1 nia) Its coat Clt d, tin mnu•(, at v,•.i rwhd ,•, ,,1,..1•. ut in pilot and It.(. Conlr,ctar may ht drCIuR A'IitClt( I It It t (utilirt y,tt iiit t t_1 r rntln„I•, t t ICilrti,111 „•,,.red coa:.ltuclion cu:,lr.,cls to nccurdnnt e with p oceduu s uutl utrd ut !.*t c:ult t (hdrt 11:11, ill St I1,•,,••„ :1, 191,S, and sucl, ulhrr s,rnctrona moy be Imposed and rcmrd,cn rntoK,.A n, 1,tu,r,fCtl III Frrr.ultte t'n(t•, 117•I6 of ticptember_24, 1905,or by rule, regulation, or order(( the Secretaty of L.tbot, lot a: n!herwtsc ptuv,drd l,v low. G. The Contractor will include the pnrtion of the scnlcnce immr-liatcly presiding parnl•,raph A ao,l the pro. visions of parrgrnphs A tlnnugh G in evety subcontract or purchase ntrlr•r unle•+s excinpl,•d by rules, regula- lions, or oufers of theSectclary of Labor issued ptirsu:,nt to section 2M n( h:vccul,vc brdri 11246.of September 2.1, 1905" so that such provisinns will he binding urun each subconitaclor or vendor. The Con• tractor will lolte such action w)lh re;Irct to any subr-onlracl or putchnse otdo-t — the Fcdetal Ilom:sin;, Commisionrt may diteel a; a menns of enforcing such provisinns,.ineludw,,, sanelmne. for nnncon,ph,l!lce: I'rc,vidcd,how'rver,that in the ev,nl the Contractor lxcomes involved in. nr is lhleatcnrd with. I,lir.nlion with a suheonitoetot or vendor as a result of such di(CCtiUn by tits ICrderDl llnusiug Commisstonrr,the Conttaetur may request the United Sautes to enter into such litigation to protect the intetcsts of the United Stale'- U.S.Gov En N6,LNT rn IN T I NO Of 1-1ce, I913 194-115 Aryl0 ]l . The Contractor li•. il.1 not discrililiImtc flgaI ]ISt a1) employee or applicant for employmbi)t: because of Scx : In accordance . with :the provisions of Section 3700 of the State Labor Code , every contractor will. bc ' required to secure the payment of compensation to this employee . C-G THE GENERAL REQUIREMENTS OF THE CITYOFHUNTINGTON BEACH , CALIFORNIA HUNTINGTON BEACH DIRECTOR OF PUBLIC WORKS APPROVED _ _� DATE &e 1977 H. E. HARTGE INDEX THE GENERAL REQUIREMENTS OF THE CITY OF HUNTINGTON BEACH, CALIFORNIA 1. Definitions 2 . proposal Requirements a. Examination of Plans, Specifications , Special Provisions and Site of Work b. Competency of Bidders and Payment for .Plans and Specifications c. Proposal Form d. Proposal Guaranty e. Withdrawal 'of Proposals f. Public Opening of Proposals g. Rejection of Proposals Containing Alterations, Erasures , or Irregularities h. Disqualification of Bidders 3 Award and Execution of Contract a. Award of Contract b. Return of Bidders Guaranties c. Contract Bonds d. Execution of a Cash Contract e. Execution of a Special Assessment District Contract f. Failure to Execute a Contract 4 Scope of Work a. Work to be done. b Changes in Work for a Cash Contract Project c. Changes in Work for a Special Assessment District Contract Project 5 . Control of the Work a. Authority of , the Director b. Drawings and Specifications C. Working Drawings d. Conformity with Plans and Allowable Deviation e. Coordination of Plans and Specifications f. Inter.pretation of Plans and Specifications g. Inspection h. Removal of Defective and Unauthorized Work i. Superintendence j . Lines and Grades k. Final Inspection 6. Control of Materials a. Quality of Materials b Trade Names or Equals c. Samples and Tests d. Defective Materials 7. Legal Relations and Responsibilities a. General Compliance with Law b. Registration of Contractors C. Permits .and Licenses d. Patents e . California Fair Employment Practice Act f. Prevailing Wage g. Hours of Labor h. Apprentice on Public Works i. Public Convenience and Safety j Accident Protection k. Location and Protection of Underground Utilities 1. Responsipility . for Damage . m. Public Liability and Property Damage Insurance n. Cooperation between Contractors o. Contractor 's Responsibility for Work. p. Non-Responsibility of the City. q. No Personal Liability r. Property Rights in Materials • S . Conduct of Work - 8 . Prosecution and Progress a. Progress Schedule b. Working Days C. Labor d. Subletting and Assignment e. Progress of the Work and Time for Completion f. Character of Workmen g. Temporary Suspension of 'Work h. Time of Completion and Liquidation Damages i. Suspension of a Cash Contract j . Termination of a Special Assessment District Contract k. Right-of-Way 1. Preservation and Cleaning M. Acceptance . 9 . Measurement and Payment for a Cash Contract a. Extra and Force account Work b. . Progress Payments . c. Final Payment 10. Payments for a Special Assessment District Contract 11. Bid Price 12 Guarantee 13. Conflict With Special Assessment District Law • 14 . Conflict with Fed'era,l -Requirements 15. . Sample Forms a. Progress payments . b.. Change Order (City) Field. C. Change .Order (City) Formal. d. Change Order (County) A.H.F.P . Projects. e. Change Order (State. and. Federal Projects. f. Request for Special Inspection. g. Certificate of Insurance. GENERAL REQUIREMENTS y OF THE CITY OF HUNTINGTON BEACH, CALIFORNIA 1, Definitions Whenever, in these specifications or other contract documents where these specifications govern, the following terms or pronouns in place of them are used, the intent and. meaning shall be interpreted as follows C- ity City of Huntington Beach, California. Street Superintendent Street Superintendent of the City. of Huntington ,Beach, California. Director Director of Public Works of the City of Huntington Beach, . California or his authorized representative. City Clerk City Clerk of the City of Huntington Beach, California. City Council City Council of the City of Huntington Beach, California. City Attorney City Attorney of the City of Huntington Beach, California. Contract Contract documents consists of the Proposal, Agreement, the General Requirements of the contract, the plans or drawings and specifications , special provisions, details, standard drawings and execute<a Chance Orders, including all modifica- tions thereof Incorpo. 'ated in the documents .before their execution, bonds and i...nsur< nce certificates . Bidders A3`iyr�divi 4�aa;_ ; 1_ �:r, -a � .!E,rshi.p or corporation, submitting a proposal for acting directly or through a duly Tespresentative. Whenever the. c .c , �.:a ,�-..g;un' Beach has cause to believe that any such )crud insufficient, a demand in writing may ae madc-_, c;.4 i .:.: contractor for such further or additional bond as _':.: cof.sidered necessary, considering the extend of the ;-` , . zaa .;t.Lilg to be done. Thereafter no payment shall b�z. such contract to the contractor or any assignee -'te . . tractor until such further or additional bond h s, furnished. . 3-d. Execution of. 3. L The contract s:za'I 1. >- . _i)e,d by the successful bidder within ten (10) work-: t j ; award and returned together with the contract i`)rind-, Clerk 's office . Work shall commence <Jltr! wr)-,Ai gag days , after the contract has been awarded. i�c , hall be considered binding upon the City until execution . of the contract by the �� contractor arid. s ;:: ; contract time shall start on day of contract i.� the. City. 3-e Execution of i �..: ussment District Contract The contract by the successful bidder in duplicate coui�.t�_r�- : : �:eturned, together with the con-- tract bonds, r>ja is+_ ,r,: -•r' ve (25) days from the first KS publication of c,f award of contract. The • contractor sh�,II]. A. a set of the plans and specification for filing with No proposal shall be-binding upon the City a•t.i .J. has been completely executed by the contracts,'..• t:::A '.:r_i.y, 3-f. Failure to Exec.;;i.C. C o: .: Failure to and file acceptable bonds as provided herein C, i.C'.`:_ i-i me. specified for the applicable contract cateac)--%7 ust cause for the ammulment of the award and ti.,� of the proposal guaranty. 4 . Scope of Work a. Work to be Dc i.:.=: The work to be ,:<<: t� of furnishing all labor, materials, methods and p:_< c7 ! -:ment, tools and machinery, except as otherwise spec cic:'i 7_rh are necessary and required tb fabricate, inst<<.i.; c, ;�oil:truct and put in complete order for use the appurtenances described and designated in _).,:ovisions and in the contract. 4-b. Changes _in Wor,it _�o_ Contract Project . The Director ighc to make such alterations , deviations , .ad.r!' - r ;rmIssions from the plans and • specifications . right to increase or decrease without limitati . . , ,.cy of any time or portion of the work or to omit. ai:" t:F ;, ;portion of the work, as may be deemed by the necessary or advisable and to rejection of a!_i car, s °:ems in which .such bidder is t interested. I= Lhexe is reason for believing that !� collusion exists among any or all bidders , any or all proposals may . be rejected. Proposals in which the prices obviously are unbalanced may be rejected . 3 . Award and Execution of Contract 3-a.. Award of Contract The right is :reserved to reject any and all proposals . The award of the contract, if it be awarded, will be to the lowest responsible bidder whose proposal complies with all the requirements prescribed. All bids will be compared on the basis of the City ' s estimate of the quantities o_f work to be done. 3=b. Return of Bidder ' s Guarantee Within ten (1'0) days a'fl-er the award of the contract , the City of Huntington Beach will return the proposal guarantee accompanying such of the proposals which are not be be con- sidered in making the award. All other proposal guarantee will be held !anti]. th,? contract has been finally executed, after which they will be. returned to the respective bidders whose proposal they accompany. 3-c. Contract Bonds The contractor shall furnish the three good and sufficient bonds in accordance wlt..h the requirements of the State Contract Act, the 1mrrovement Act of 1911 , or the Municipal Improvement .Act of :L9:LJ , whichever Act is applicable. Said bonds shall be. cash, Cd..3h:ier ' s Check, Certified Check, surety bonds„ subject to State or Federal regulation. One of the said bonds shall be_ executed in a sum equal to 1000 of the contract price to guarantee the faithful performance of said contract by the contractor. o The second bond shall, b , :,xecuted in a sum equal to at least 50% of the contract r)r-'j.ce to guarantee payment of the. claims of laborers or iriec:hani.cs .who perform work under the contract , and the claims of persons who furnish materials , supplies, manufactured arl-i.c.les , equ.pment or machinery used or consumed by the contractor i ,,. t be performance of the contract . The third bond stall be executed in accordance with Section 12 of. these General Requirements . . All proposals must give the prices proposed both in words and numbers:, of which words will prevail over numbers, and must be signed by the bidder with his address and. telephone number . If the proposal is made by an individual, his name,post office address and telephone number must be - shown. If made by a firm or partnership must be shown. If made by a corporation the proposal must show the name of the State under the laws of which the corporation was chartered, the name of the corporation, and the names , titles, and business addesses and telephone numbers of the President, Secretary and Treasurer, 2--d. Proposal Guaranty All bids shall be presented_ under sealed cover and shall be accompanied by cash, a cashier's check, certified check, or bidder ' s bond ma6e pE.yable to the City of Huntington Beach, for an amount equa-L to at least ten percent (10%) of the amount of said bid, and Rio bid will be considered unless such cash, cashier ' s check, certified. check, or bidder ' s bond is enclosed therewith. 2-e. Withdrawal of Proposals Any bid may be withdrawn at any time prior to the hour fixed in the notice to contractors for the opening of bids, provided that a request in writing, executed by the bidder or his duly authorized representative , for the withdrawal of such bid, is filed with the City Clerk. The withdrawal of . a bid shall not prejudice the right of a bidder to file a new bid. 2-f Public Opening of l' saLs Proposals will be _)pened. and read publicly at the time and place indicated in. the .-iotice to contractors . Bidders or their authorized agents are invited to be present. 2-g. Rejection of Proposals Containing Alterations , Erasures or Irregularities Proposals may be rejected if they show any alterations of form, additions not called for, conditional or alternative bids, incomplete bids , erasures , or irregularities of any kind. Any mis-c:,Aes; and their subsequent corrections shall be . initialed by the bidder . The right is reserved to reject any . or. all .proposals . 2-h.. Disqualification of Bidders More than one proposal f3:•om an individual , a firm, a partner- ship, a corporation, or an association under the same or different names will not be considered. Reasonable - ground for believing , that any bidder is interested in more than one proposal for the work contemplated will cause the Engineer The Project Engineer assigned by the Director to be in charge of the contract work as his authorized representative . Cash Contract A contract . for work which will be paid for with the City general funds or other City accounting funds. A Special Assessment District Contract A. contract for work which will be paid for under the provisions of either the Improvement Act of 1911 as prescribed for in Division 7 of the Streets and Highways Code or the Municipal Improvement Act of 1913 as prescribed for in Division 12 of the Streets and Highways Code. 2. Proposal Requirements 2-a, Examination of Plans, Specifications , Special Provisions and Site of Work The bidder shall examine carefully the site of the work con- templated. and the proposal , plans, specifications and contract forms therefore. It will be assumed that the bidder has inves- tigated and is satisfied as to the general and local conditionsel", to ;'be encountered; as to the character, quality and quantities of the work to be performed and materials to be furnished; as. to the character of equipment and facilities needed preliminary to and during the prosecution of the work; and as to the requirements of these specifications. . It is mutually agreed that submission of a proposal shall be considered prima facie evidence that the bidder has made such examination. No verbal agreement or conversation with any officer , agent or employee of the City either before or after the execution of this contract shall effect or modify any of the terms or obligations herein contained. 2-b. Competency of Bidders and Payment for Plans and Specifications Plans , specifications and proposal forms will be issued only to those contractors who can qualify as competent bidders . A charge will be required for the taking out of plans , none of which will be . refunded. to any bidder. 2-c . Proposal Form All proposals must be made upon blank forms. to be obtained from the office of the .Director of Public Works at the Civic Center, Huntington Beach, California . The bidder shall submit his proposal on the form furnished him. Proposals submitted on forms other than the one issued to the bidder will be disregarded. _. Contractor The person or persons , co-partnersip or corporation, who have entered into a contract with the City as party `or parties of the second part, or his or their legal representative. Subcontractors A person, firm or corporation supplying labor, materials or equipment for work at the site of the project as an agent of the contractor. Plans The official scale and full size detail drawings or exact reproductions thereof, adopted and approved by the City, showing the location, character, dimensions and details of the work to be done and which are to be considered as part of the contract. Specifications The instructions, .provisions, conditions, and detail require- menus contained herein or herewith, pertaining to the methods and manner of performing the work or to the quantities and qualities of materials to be furnished. under the contract. Work All of the work of the project contemplated and called for or shown in the contract documents. Called for, Shown, Indicated As called for, shown and/or indicated in the specifications or on the drawings . Directed As directed by the City. through its legal representative. Approved, Proper, Equal , Required, Satisfactory, Suitable, . Necessary As considered approved, proper, equal, required, satisfactory, suitable or necessary in the judgement of the City as determined by the Director. Inspector Legal representative of the City. City Engineer The City Engineer of the City of Huntington Beach. require such extra work as may be determined by the Director to be completion proper required fox the pro or construction of �..- q A P the whole work contemplated,. Any such changes will be set forth in a contract change order which will specify, in addition to the work to be done in connection with -the change made, adjustments of contract time, if any, and the basis of compensation for such work. A contract change order will not become effective until approved by the. Director or Engineer. New and unforseen work will be classed as extra work when such work is not shown on the plans or set out in the specifications and spe(..!ial: provisions. The contractor shall do no extra work except upon written order from the Direc�-)r of Public Works . For such extra work the contractor sha..=� �cgive payment as previously agreed upon in writing, or he shall be paid by force account. 4-c. Changes in Work for a. Special Assessment District Contract Project Increases and decreases in the work shall be done in conformity .with the provisions or Sections 5230 to 5236 , inclusive , of Chapter 8 .5 of Division 7 of the. Streets and Highways Code of the State of California, with reference to a .special assessment project performed under the. provisions of the Improvement Act of 1911, or in accordance with the provisions of Sections 10350 to 10358 , inclusive, of Chapter 4 .5 .of Division 12 of said Streets and. highways Code, with reference to a special assessment project performed under the provisions of the Municipal Improvement Act of 1913. The inclusion or deletion of any such work shall be at the bid prices if there are unit prices for such work in the bid on file, or otherwise at prices to be agreed upon betvraen said contractor and said Street Superintendent 5 . Control of. the York 5-a. Authority of the Director The Director shall decide any and all questions which arise as to the quality or accept-ability of materials furnished and work performed, the manner of performance and rate of progress of the work, the int;.rpretation of the plans and specifications , the acceptable completion of the contract by the contractor, and all questions as to claims and compensation. The .Director' s decision shall be final and he shall have executive authority to enforce and make effective such decisions and orders , The contractor shall carry out promptly all decisions or orders of the director, affecting the work. 5-b. Drawin s and S ecifications Fil"gured dimensions" o t e rawings shall govern work indicated but not particularly detailed or specified shall be equal to similar parts that are detailed or specified, or as directed. Full size details shall take precedence over scale drawings as to shape and details of construction. It is untended that scale drawings, full size details and specifi cations should agree, but should any discrepancy or apparent error occur in plans and specifications or should any work of others affect this work, the contractor shall notify the Director at once; if the . contractor proceeds with the work affected without instruction from the Director, he shall make good any resultant damage or defect. Any work called for by the drawings and not mentioned in the specifications, or vice versa, is to be furnished as if set forth by both.. Where not specifically stated .otherwise, all work and materials necessary for each unit of construction, including special . construction of any specific brand or shape of material called for, even if only briefly mentioned or indicated, shall be furnished and installed fully and completely as a part of the contract. • Standard drawings of the Department of Public Works, lists, ` rules and regulations referred to are recognized printed standards and shall .be considered as one and a part of these specifications within the limits specified. All. drawings and specifications are City property and must be returned when ordered. Additional Details : The City may furnish additional details to more u y exp _ain the work and same shall be considered part of the contract documents . Where the work is not sufficiently detailed or clearly shown, the contractor, before proceeding, shall apply in writing for additional details. . Any work done by the contractor before receipt of such details, if not in accordance with same, shall be removed and replaced or adjusted, at his own expense. 5-c. Working Drawings Working drawings or plans for any structure, item of work, Or facility, not included in the plans furnished by the Director of Public, Works shall be approved by the Director before any work involving these plans shall be performed, unless approval is waived in writing by the Director of. Public Works . • It is mutually agreed, however, that approval by the Director of the contractor's working plans does. not relieve the con- tractor of any responsibility for accuracy of dimensions and details, and . that the contractor shall be responsible for agreement and conformity of his working plans with the approved plans, and specifications. 5-d. Conformity with Plans and Allowable Deviation Finished surfaces in all cases shall conform with the lines, grades, cross-section, and dimensions shown on the approved plans. Deviations from the approved plans, as may be required by the exigencies of construction, will be determined in all cases by the Director and authorized in writing. 5-e. Coordination of Plans and Specifications These general requirements, specifications, special provisions, . the plans, and all. supplementary documents are essential parts Of the contract, and a requirement occurring on one is as binding as though occurring in all. They are intended to be cooperative, to describe, and to provide for a complete work. Plans shall govern over specifications. 5-.f. Interpretation- of -Plans and Specifications Should it appear that the work to be done, or any matter relative thereto, is not . sufficiently detailed or explained in these specifications and plans, the contractor shall apply to the Director for such further explanations as" may be necessary, and shall conform, to such explanations or inter- pretation as part of the contract. The decision of the Director shall be final . 5--g. Inspection The Director or his authorized agent shall at all times have access to the work during construction and shall be furnished with every reasonable facility for ascertaining full know- ledge respecting the progress of the work, workmanship, and the character of materials used and employed in the work. Whenever the contractor varies the period during which work is carried on each day he shall give adequate notice to the Director of Pulic Works, so that proper inspection may be provided. Any work done on holidays, (holidays defined as those in Labor Agreements) , weekends or unusual hours beyond the normal 40 hour week will require prior approval of the Engineer and application and fee for special inspection at contractor 's expense (see special forms) unless ordered by the City. Any work done in the absence of the inspector will be subject to rejection. The inspection of the work shall not relieve the contractor of any of his obligation to fulfill the contract as pre-- scribed. Defective work shall be made good, and unsuitable materials may be rejected, not withstanding the fact that such defective work and unsuitable materials have been '' previously accepted or estimated for payment. • The contractor shall prosecute work on any State Highway or within any railroad right of way only in the presence of the inspector representing the State Division of Highways or the railroad Company and any work done in the absence of said inspector will be subject to rejection. The con- tractor shall make the appropriate notification according to the instruction given on the State Encroachment Permit or railroad permit for all inspections, and shall post all bonds and Certifications required by the permit. The permit shall be acquired by the City. However, the contractor may also be required to secure additional permits under his own name, which permits shall be processed at the contractor's expense. The contractor shall pay for all testing and inspections required by a State Encroachment Permit or a railroad permit. 5-h. Removal of Defective and Unauthorized Work All work which is defective in its construction or does not meet all of the requirements of these plans and/or specifications shall be remedied, or removed and replaced by the contractor in an acceptable manner, and no compensation will be allowed for such correction. Any work done beyond the limits of the lines and grades shown on the plans or established by the Director of Public Works, or any extra work done without written authority, will be considered as unauthorized and will not be paid for. Upon failure on the part of the contractor to comply forth- with with any order of the Director made under the provisions of this article, the Director shall have authority to cause defective work to be remedied, or removed and replaced, and unauthorized work to be removed, and to deduct the costs thereof from any moneys due br to become due the contractor. 5-i. Superintendence Whenever the contractor is not present on any part of the work where the City desires to give direction, orders will be given by the Director in writing, and shall be received and obeyed by the contractor' s superindentent or foreman in charge of the particular work in reference to which orders . 'are given. 5-j . Lines and Grades All distances and measurements are given and will be made in a horizontal plane. Grades will be given from and referenced to the top of stakes or points, unless otherwise noted on the plans . A listing of materials is not intended to be comprehensive,or in order of preference.. T.he contractor may offer for approval any material, process , or equipment which he considers to be equivalent to that indicated. Unless otherwise authorized by the engineer the substantiation of offers must be sub- mitted within 35 days after award of contract. The contractor shall, at his expense, furnish data concerning items offered by him as equivalent to those specified. He shall have the material tested as required by the engineer to determine that the quality, strength, physical, chemical , or other characteristics, including durability, finish, efficiency, dimensions, service, and suitability are such that the item will fulfil: its intended function. Test methods shall be subject to the approval of the engineer. Test results shall be reported promptly to the engineer, who will evaluate the results and determine if the substitute item is equivalent. His findings shall be final . Installation and use of a substitute item shall not be made until approved by the engineer. If a substitute offered by the contractor is found to be not equal to the specified material, the contractor shall furnish and install the specified material. • The specified contract, completion time shall not be affected by. any circumstance developing from the provisions of this subsection. 6-c. Samples and Tests At the option of the Director, the source of supply of each of the materials shall be approved by the Director before delivery is started and before such material is used in the work. Upon request of the Director of Public Works , representative preliminary material samples of the character and quality prescribed shall be submitted, by the contractor producer or manufacturer of all materials to be used in the . work, for such testing or examination deemed necessary by the Director of Public Works. Alltests of materials furnished by the contractor shall be made in accordance with commonly recognized standards of national organization, and such special methods and tests .as are prescribed in these specifications . The contractor shall furnish, at no cost to the City, such samples of materials as are requested by the Director of Public Works.. No material shall be used until it has been approved by the Director of Public Works. Materials requiring test shall be delivered in ample time before intended use to allow for testing, and none may be �..J used before receipt of approval. All approvals or decisions will be rendered in writing. The contractor small give at least 24 hours notice in writing when he will require the services of the Director for laying out any portion of the work. The contractor shall furnish -the Director such facilities and labor necessary for making and maintaining points and lines as he may require The contractor shall preserve all stakes and points set for lines, grades, or measurements of the work in their proper places until authorized to remove them by the Director. All expenses incurred in replacing stakes that have been removed without proper authority shall be paid by the contractor. The contractor shall be responsible for the hiring of a registered Civil Engineer and/or licensed Land Surveyor to layout entire work and provide all necessary staking when special provisions .so indicate. 5-k. Final Inspection Whenever the work provided for and contemplated by the contract shall have been satisfactorily completed and the final cleaning performed, the Director will make the final inspection. 6 . Control of Materials 6-a. Quality of Material Materials shall be new, and .of specified kind and quality and fully equal to samples when samples are required. When the quality or kind of material or articles shown and required under the contract is not particularly specified, the contractor shall estimate that the City will require articles or materials representing the best of its class or kind or at least equal to the class or quality of similar articles or materials that are specified. Materials shall be furnished in ample quantities and at such times to insure uninterrupted progress of the work. Same shall be stowed properly and protected as required. The contractor shall be entirely responsible for damage or loss by weather or other cause. 6-b. Trade Names or Equals It . is the intent of %;i-!.ese specifications to permit the con- tractor to supply any o:� the materials specified or offer an • equivalent. The enginaer shall determine whether the material offered is equival enT. t.,_> :--hat specified. Adequate time shall be allowed for the en-ri.neer to make this determination. Whenever any mo.i:.erial , process , or equipment is indicated 'by ipat :o' p,_,:-or)..etary or brand name, or by name of manufacturer, i c h used for the purpose of facil- r.-: itating its descYinti_cr an.6: shall be deemed to be followed .., by the words "O.r aporr,yF�a .enuallk. -G1•a.� .. i .. .. [ ., _ ....... ... f _. — .i. ��_._ .:.tG v.tom. ... .. .._* .ifs i..... Samples that are of value after testing shall remain the property of the contractor. 6-d. Defective Materials All materials not conforming to the requirements of these specifications shall be considered as defective, and all such materials , whether in place or not, shall be rejected and shall be removed immediately from the site of the work unless otherwise permitted by the Director of Public .Works . No rejected material, the defects of which have been sub- sequently corrected, shall be used until approved in writing by the Director of Public Works Upon failure on the part of the contractor to comply with any order of the Director of Public Works made under the provisions of this article, the Director of Public Works shall have authority to remove and replace defective material and to deduct the cost of removal and replacement from any monies due or to become due the contractor. 7. Legal Relations and Responsibilities 7-a. General Compliance with Law The contractor shall keep informed and observe, and comply with, and cause all of his agents and employees to observe and comply with, all prevailing Federal,, State and Municipal Laws, Ordinances, Rules and Regulations which in any way Affect the conduct of the work of this contract. If any conflict arises between provisions of the plans and specific- ations and any such law above referred to, then the contractor shall . notify the City at once in writing. The contractor shall protect and indemnify the City or any of its officers , agents, and employees against any claim or liability arising from or based on the violation of any such law, ordinance, rule or regulation, whether by himself or his agents employees . 7-b. Registration of Contractor Prior to the award of contract,, the contractor shall be licensed in accordance with the provisions of Article 1 to 9 inclusive of Chapter 9, Division 3 of the Business and Professions Code of the State of California and Amendments thereof, providing for the registration of contractors, and defining the term con- tractor; providing a method of obtaining licenses to engage in the business of contracting and fixing the fees for such licenses; and prescribing the punishment for violation of provisions thereof, as amended. 7-c. Permits and Licenses The contractor shall procure all permits and licenses , pay all charges and fees , and give all notices necessary and incidental ""' to the due and lawful prosecution and completion of the work. 7-d. Patents The contractor shall assume all liability arising from the use of patented materials, equipment, devices , or processes used on or incorporated in the work. 7-e. California Fair Employment Practice Act The contractor shall utilize fair employment practices in accordance with California Labor Code Section 14-10 et seg. 7-f. Prevailing Wage The contractor shall forfeit as penalty twenty-five dollars ($25. 00) for each laborer, workman or mechanic employed for each calendar day or portion thereof, such laborer, workman or mechanic is paid less than the general prevailing rate of wages stipulated for any work done by him, or by any subcontractor under him in violation of the, provisions of the Labor Code, particularly Section 17701to 1781 thereof, both inclusive, providing for the payment of not less than the general prevailing rate of wages for legal holiday and overtime work on public work, providing for the ascertain- ment of such general prevailing rate by the public body . awarding the contract, providing for the keeping of records of the wages paid all workers engaged in public work and the inspection of such records by the proper officials, providing for forfeiture for each calendar day, or portion thereof, any worker is paid less than the said rate and for a stipulation to this effect in the contract, and providing other penalties for violation of the provisions . 7-g. Hours of Labor The contractor shall forfeit, as penalty, twenty-five dollars ($25 . 00) for each laborer, workman, or mechanic employed in the execution of the contract by him, or by any subcontractor under him for each calendar day during which said laborer, workman, or mechanic is required or permitted to labor more than eight (8) hours in violation of the provisions of the Labor Code, particularly Section 1810 to 1816 thereof, both inclusive, relating to the hours of labor on public works , by requiring contractors to file with the awarding body a verified report as to the nature of any extraordinary emergency when their employees are permitted to work over eight (8) hours per day, together with the names of the said employees, and the hours worked per day making failure to file said report within thirty (30) days prima facie proof that no extraordinary emergency existed, also making it a misdemeanor for any contractor or subcontractor on public work, or agent thereof., to fail to keep an accurate record showing the name of and the actual hours worked by each workman employed by him in connection with public work. 7-h. Apprentice on Public Works The contractor shall u' i U apprentices on public works in accordance with California Labor Code Section 1777. 5. 7-i. Public Convenience and Safety The contractor shall so conduct his operations as to cause the least ,possible obstruction and inconvenience to public traffic. Residents along the road, street, or other alignment of improvements shall be provided convenient access to driveways, houses , and buildings along the road or street, and temporary crossings shall be provided and maintained in good condition. Not more than one cross si_-reet or intersecting street or road shall be closed at any one time without the .approval of the Director of Public Works. The contractor shall furnish., erect, and maintain such fences, barriers, lights, and sigr.-- as are necessary to give adequate warning to the public at al.I. times that the road or street is under construction and of any dangerous conditions to be encountered as a result. thereof, and he shall also erect and maintain such warning and directional signs as may be furnished by the City. Strict prohibition acv.iisi.: committing any nuisance in or about the work must be mainr-A.'..,icc i . Coveniences shall be provided for employees and maintained in sanitary conditions. At street crossings pia %,:-tere existing driveways occur, the, contractor shall maze Provision for ditch crossings at these points either by means c-l' cJackfills or temporary bridges as the Director of Public Works may direct. Free access must be provided to all fire water gates, meters and private drives, and m.e« L.riall be provided whereby all storm and waste water can slow in the gutters uninterrupted. 7-j . Accident Prevention Precaution . shall be at all times for the protection of persons (including eiiill-_o yctes) and property. The safety provisions of appl.ica'.a.t.�i laws , . building and construction codes shall be observed. Mactilnery equipment, and other hazards shall be guarded or eli-minated in accordance with the safety provisions of. the Cali-Fornia Industrial Accident Commission, Federal and Californa.a OSHA, State. Industrial Safety and the "Manual of Accident Freven�.ion in Construction" published by the Associated General Contractors of America, to the extent that such provisions are not in contravention of applicable law. 7-k. Location and Protection of Underground Utilities The City has shown on the plans, the approximate location of known underground utilites, however, the contractor is responsible to notify owners of all power, telephone, gas, oil or other utility lines or structures before starting to mark out in the field the locations of their facilities in the vicinity of the work and shall no the City of any interference with the construction of project and to protect in place and/or request relocation of, or otherwise prevent damage to these facilities. In the event that every precaution is not exercised to avoid such damage, the contractor shall be liable for all damage due to his operations 7-1. Responsibility for Damage The City of Huntington Beach, the City Council, appointed or elected officials , commissions, boards, any City employee or servant shall not be liable for any loss or damage to the work performed pursuant to the contract or any part thereof, or for any material or equipment used in performing the work, or for injury or damage to any person or persons, either workmen or the public, or for damage to property adjoining the property on which the work is being performed from any causes whatsoever during the progress of the work or at any time before final acceptance by the City. The contractor shall indemnify and save harmless the City of Huntington Beach, the City Council, appointed or elected officials, commissions, boards, City employees or servants from any suits, claims, or actions brought by any person or persons for or on account of any injuries or damages sustained because of or arising out of the performance of the work contemplated or in consequence thereof. The City Council may retain so much of the money due the contractor as shall be considered necessary for payment of the claims and attorney's fees until disposition has been made of such suits or claims for damages. 7-m. Public Liability and Property Damage Insurance The contractor shall furnish to the City and maintain during the life of the contract a public liability policy in which the City is named as an additional insured. The policy shall also hold harmless the City, its officers and employees while acting within the scope of their duties, against all claims arising out of or in connection with the work to be performed. The policy shall provide for not less than the following amounts : Combined Single Limit Bodily Injury and/or Property Dama e Includin2 Products Liability: $300, 000 Combined single limit per occurrence. Such policy shall prov,'_c:- czr-Te;rage at least as broad as that provided in the Standard Fortii approved by the National Bureau of Casualty Underwriters tc,tjether_ with such endorsements as are required to cover tl-e risks involved. The contractor shall arrange zor the policies to be so con- ditioned as to cover the pe.cformance of "Extra Work" , should such work become necessary., Prior to the commencement of work under the contract, evidence of insurance shall be fur_nisiied on a form provided by the City, and no other form will be accepted. In addition, the con- tractor shall furnish evidence of a commitment by the insurance company to notify the City of the expiration or cancellation of any of the insurance polici-as required hereunder not less than 30 days before any change in coverage, expiration or cancell- ation is effective. The contractor will be requ_`.red to secure the payment of Worker' s Compensation. to ICLs employees in accordance with the provisions of Section 3700 of -fie Labor Code. Prior to the commencezmellt of work, the contractor shall sign and file with the engineer a certification in the following form: I am aware of the p__cov_i.sions of Section 3700 of the Labor Code which require every employer to be . insured against liability for Worker' s Compensation or to undertake self- insurance in accordance with the provisions of that code, and I will comply with such provisions before commencing the performance of the work of this contract. Said certification _4.s included in the contract, and signature and re"Cur , of the contract as provided in Section 3-1. 03, "Execution of Contract" , shall constitute signing and filing of "Cha said certificate. The cost of this insurance sha1 be included in the prices bid for the various items (_)-L". wo.---k and no additional compensation will be made therefor. 7-n. Cooperation Between Cc: iVi_-rr-zc;tors Where two or more contractors are employed on related or adjacent work, each shall conduct his operations in such a manner as not to cause any unnecessary delay or hindrance to the other. Each contractor be responsible to the other for all damage to work: ; t.ie pe..-son or property, or for loss caused by failure to .f .n�_sh the work within the time specified for completion. • 7-0. Contractor' s Responsibility for Work P y Until the formal acceptance of the work by the City, the contractor shall have the charge and care thereof and shall bear the risk of damage to any part .of the work by the action of the elements or from any other cause, whether arising from the execution or from the non-execution- of the work. The contractor shall rebuild, repair restore and make good all damages to any .portion of the work occasioned by any of the above causes before its completion and acceptance and shall bear the expense thereof, except for such damages as are occasioned by acts of the Federal Government and/or public enemy. In case of suspension of work from any cause whatever, the contractor shall be responsible for all materials and shall properly store them if necessary, and shall provide suitable drainage and erect temporary structures where necessary. 7-p. Non-Responsibility of the City The City shall not be responsible for damage or loss from any cause to the work or site, or other property, or for injury or loss of life to persons employed, or to the public. The contractor shall take out and pay for all accident, com- pensation and fire insurance necessary, according to law 'and . assume all risk and responsibility until the work is finally accepted by the City, all as hereinafter specified. Indebtedness incurred for any cause in connection with this work must be paid by the contractor and the City is hereby relieved at all times from any indebtedness or claim other than payments under terms of the contract. 7-q. No Personal Liability Neither the City Council, the Director of Public Works or any other officer or authorized assistant or agent shall be personally responsible for any liability arising under the contract. 7-r. Property Rights in Materials Nothing in the contract shall be construed as vesting in the contractor any right of property in the materials used after they have been attached or affixed to the work or the soil. All such materials shall become the property of the City upon being attached or affixed 7-s. Conduct of Work The contractor shall observe that the City reserves the right • to do other work in connection with the project, by contract or otherwise, and he shall at all times conduct this work -so ., as to impose no hardship on the City or others engaged in the work. He shall adjust, correct and coordinate his work with y the work of others so that no discrepancies ahall result in the whole work. �•.- The contractor shall provide, at his own risk, all tools, machinery, scaffolding, false work, forms and centers for the execution of the work. Equipment shall be adequate and as approved. The contractor shall layout and supervise .the construction for correctness of which he shall be responsible. Where work of one trade joins or is on other work, there shall be no discrepancy when same is completed. In engaging work with other materials, marring or damaging same will mot be permitted. Should improper work or any trade be covered by another which results in damage or defects, the whole work affected shall be made good without expense to the City. 8 . Prosecution and Progress 8-a. Progress Schedule When, in the' judgement of the City, it becomes necessary to accelerate the work, the contractor, when ordered, shall cease work at any particular point and concentrate his forces at such other point or points as directed; and execute such portions of his work as may be required to enable others to hasten and properly engage and carry on their work. 8-b. Working_Days Every calendar day except Saturdays, Sundays and legal holidays is counted a full working day in figuring the working days allowed under the contract. No work may be performed on Sundays and holidays, except as other wise provided for herein, See paragraph 2 , Section 5-4, page 8. 8-c. Labor The contractor shall observe stricly that each and every kind of work shall be performed by workmen, laborers, or mechanics especially skilled in the class of work required and that workmanship shall be of the best regardless of the quality of material. The contractor shall provide, at all times, sufficient com- petent labor to properly accomplish the work and to insure completion of each part in accordance with schedule . and with the time agreed to. . The contractor shall retain .a competent superintendent. to direct the work constantly during construction and to represent the contractor at all times in connection with the contract. 8-d. Subletting and Assignment The contractor shall give his personal attention to the fulfillment of the contract and shall keep the work under his control. The specifications ications are in "Schedules" divided and arra nged anged according to various trades. No obligation is inferred to sublet the work as divided, nor is the contractor relieved of fully performing and completing any part of the work. Subcontractors will not be recognized as such, and all persons, engaged in the work of construction will be considered as employees of the contractor, and he will be held responsible for their work, which shall be subject to the provisions of the contract and specifications. The contractor submitting a bid for the work, covered by these General Requirements and Special Provisions, shall perform, with his own labor forces or organization, work of a value amounting to not less than .50 percent of the remainder obtained by subtracting from the .total original contract value the sum of any items that may be designated as specialty items in the special provisions. The contractor shall, in his proposal, set forth the name and the location of the place of business of each subcontractor who will perform work or labor or render service to the contractor in or aboutthe construction of the work or improve- • ment in an amount in excess of one half of one percent of the contractor's total bid; and shall set forth the description of the portion of the work which will be done by each subcontractor. The contractor agrees that he is fully qualified to perform the balance of all work which is not set forth to be. performed by subcontractors , and that .he shall perform such balance of work. The contractor further agrees to furnish the City copies of all subcontractors bonds and insurance certificates which have been required by the contractor. Where a portion of the work sublet by the contractor is not being prosecuted in a manner satisfactory to the Director of Public Works , the subcontractor shall be removed immediately on the request of the Director of Public Works and shall not again be employed on the work. Assignment of the obligations and/or duties of the contractor in the whole or any part of the contract shall be made only upon the consent and approval of the City Council of a written request by the contractor. 8-e. Progress of the Work and Time for Completion The contractor shall begin work within ten (10) days after receiving notice that the contract has been executed by the City and shall diligently prosecute the same to completion before the expiration of the time specified in the proposal, specifications, and/or contract. 8-f. Character of Workmen If any subcontractor or person employed by the contractor either fail 'or refuse to carry out the directions of the Director of Public Works or shall appear to the Director of Public Works to be incompetent or to act in a disorderly or improper manner, he shall be discharged immediately upon request of the Director of Public Works, and such person shall not again be employed on the work. 8-g. Temporary suspension of Work The Director of Public Works shall have the authority to suspend the work wholly or in part, for such period as he may deem necessary, due to unsuitable weather, or to such other conditions as are considered unfavorable for the prosecution of the work, or for such time as he may deem necessary, due to the failure on the part of the con- tractor to carry out orders give, or to perform any provisions of the work., The contractor shall immediately obey all ordersof the Director of Public Works and shall not resume the work until ordered to do so in writing by. the Director of Public Works. 8-h. Time of Completion and Liquidated Damages It is agreed by the parties to the contract that in case all work called for under the contract is not completed before or upon the expiration of the time limit as set forth in these specifications, damage will be sustained by the City of Huntington Beach and that it is and will be impracticable to determine the actual damage which the City will sustain in the event of and by reason of such delay; and it is therefore agreed that the contractor will pay to the City of Huntington Beach the sum of one hundred dollars ($100. 00) per day for each and every day° s delay beyond the time prescribed to complete the work, or any approved extension thereof, and the contractor agrees to pay such liquidated damages as herein provided and in case the same are not paid, agrees that the City of Huntington Beach may deduct the amount thereof from any money due or that may become due the .contractor under the contract. it is further agreed that in case the work called for under the contract is not finished and completed in all parts and requirements within the time specified. the Director shall ' have the right to extend the time for completion. If the Director extends the time limit for the completion of the contract, the City shall further have the right to charge to the contractor, his heirs, assigns or sureties, and to deduct from the final payment for the work, all or any part, as it may deem proper, of the actual cost of engineering, inspection, superintendence, and other overhead expenses which are directly chargeable to the contract, and which accrue during �.. the period of such extension, except that the cost of final surveys and preparation of final estimate shall not be included in such charges. The contractor shall not be assessed with liquidation damages nor the cost of engineering and inspection during any delay in the completion of the work caused by acts of God or of public enemy, acts of the City, fire, floods epidemics, quarantine restrictions, strikes, freight embargoes , and unusually severe weather or delays of sub- contractors due to such causes; provided, that the contractor shall within ten (101 days from the beginning of any such delay notify the Director of Public Works in writing of the causes of delay. The Director of Public ' Works shall ascertain the facts and the extent of delay, and his findings of the facts thereon shall be final and conclusive. 8-i. Suspension of a Cash Contract If at any time in the opinion of the City Council the contractor has failed to supply an adequate working force, or material of proper quality, or has failed in any other respect to prosecute the work with the diligence and force specified and intended by the terms of the contract, notice thereof in writing will be served upon him, and should he neglect or refuse to provide means for a satisfactory compliance with the contract, as directed by the Director of Public Works, within the time specified in such notice, the City. Council shall have the power to suspend the operation of the contract. Upon receiving notice of such suspension, the contractor shall discontinue performance of said work, y or such parts of it as the City Council may designate. Upon. such suspension, the contractor' s control shall ter- minate and thereupon the City Council or. its duly authorized representative may take possession of all or any part of the contractor' s materials, tools, equipment and appliance upon the premises, and use the same for the purpose of completion of said contract, and hire such labor and buy or rent such additional machinery, tools, appliances, and equipment, at the contractor 's expense as may be necessary for the proper conduct of the work and for the completion thereof, or may employ other parties to carry the contract to completion, or employ the necessary workmen, substitute other machinery or materials , and purchase the materials contracted for by contractor, in such manner as the City Council may deem proper; or the City Council may annul and cancel the contract and relet the work or any part thereof. Any excess of cost arising therefrom over and above the contract price will be charged against the contractor and his sureties , who will be liable therefor. In the event. of such suspension, all money due the contractor or retained under the terms of this contract shall be forfeited to the City; but such forfeiture will not release the contractor or his sureties from liability by failure to fulfill the contract. The contractor and his sureties will be credited with the amount of money so forfeited toward any excess of cost of completion of the work over and above the contract price arising from the suspension of the operations of the operations of the contract and the completion of the work by the City as above provided, and the contractor will be paid any surplus remaining after all just claims for such completion have been paid. In the determination of the question whether there has been any such non-compliance with the contract as to warrant the suspension or annulment thereof , the decision of the City Council is final and shall be binding on all parties to the contract. 8-j . Termination of a Special Assessment District Contract Failure to prosecute work diligently is ground for termination of the contractor' s control over the work and taking over the work by the City of due process of law. 8-k. Right-of-Way The right of way for the work to be constructed will be provided by the City. The contractor shall make his own arrangements, and pay all expenses for additional area required by him outside of the limits of right of way. 8-1. Preservation and Cleaning The contractor shall properly preserve and clean the work as it progresses. At regular intervals, or when directed, rubbish shall be collected and removed, and at completion the whole work shall be cleaned and all tools, false work, equipment and rubbish shall be removed from the site, which shall be left in clean and proper condition as directed. 8-m. Acceptance Should it become necessary, due to developed condition, to occupy any portion of the work before. contract is fully com- pleted, such occupancy shall not constitute acceptance. 9. Measurement and Payment for a Cash Contract 9-a. Extra and Force Account Work Extra work as defined, when ordered and accepted, shall be paid for under, a written change order in accordance with the terms therein provided. Payment for extra work will - - -. . .. —- -be, made per Section 3-3 CExtra WorkJ_ of the 19.7-6_editlon .of -the Standard Specifications for Public Works Construction. Vie City reserves . the right to furnish such materials required as it deems expedient,_ and the contractor sha-11 have -ric, claim Or- pro-fit on the cost of such materials. 9--b. Progress Payments The City shall , once in each month, cause an estimate in writing to be made by the Director of Public Works of the total amount of work done and the acceptable materials furnished and delivered by the contractor to the job site and not used as of the time of such estimate and the value thereof. The City shall retain money in the amount of ten percent (10%) of the progress payment unless Approval of Director for .greater percent of such estimated value of the work done. The City shall retain money in the amount of fifty percent (50%) of the value .of the materials so estimated to have been furnished and delivered and unused provided the materials were fabricated specifically .for the project. . No payment will be made .for standard stock items that have not been incorporated in the work. The City shall monthly pay to the contractor while performing the work, the progress payment balance, after deducting therefrom all previous payments and all sums to be kept or retained under the ~� provisions of the contract. No estimate or payment shall be required to be made when in the judgement of the Director of Public Works , the work is not, proceeding in accordance with the provisions of the contract or when in his judgment the total value of the work done since the last estimate amounts to less than three hundred dollars ($300) . Progress payments shall be submitted to the Department of Public Works on the Monday before-each City Council meeting for monthly progress payment or final payment. City Council meetings are -held on the first and third Monday of each month. Progress payment shall also be typed written on form furnished by the City (see forms) . 9-c. Final Payment The Director of Public Works shall, after completion of the contract, make a final estimate of the amount of work done thereunder and the value of such work, and the City of Huntington Beach shall. pay the entire sum found to be due after deducting therefrom all previous payments and all amounts to be kept and all amounts to be retained under the . provisions of the contract. All prior partial estimates and payments shall be . subject to .correction in the final estimates and payment. The final payment shall not be due and payable until after the expiration of thirty--five (35) days from the date of recording a Notice of Completion. It is mutually agreed between the parties to the contract that no certificate given or payments made under the con- tract, except the final certificate of final payment, shall be evidence of the performance of the contract, either wholly or in part, against any claim of the party of the first part, and no payment shall be construed to be an acceptance of any defective work or unacceptable materials. 10 . Payments for a Special Assessment District Contract Y Final Payment The Street Superintendent, after the completion of all work to be done under the contract, shall forthwith make an assess- ment to cover the sum due for the work performed and specified in said contract (including all incidental expenses chargeable to the proceedings) in conformity with the provisions of the "Improvement Act of 1911", Division 7, of the Streets and Highway Code of,:the State of California. Note This paragraph is not applicable when other methods for pay- ments are stated in the contract. 11. Bid Price The contractor shall for the price bid, furnish all equipment, labor and materials and do all incidental work necessary to deliver all of the improvements complete in place in accord- .ance with the specifications, special provisions, ordinances, plans, cross sections detail drawings and City standard plans . 12 . Guarantee The contractor, by submission of a bid for this project, expressly agrees to the herein stipulated guarantee of materials, products, workmanship, and installations incorporated into this project. All work performed in accordance with these general require- ments, special provisions, specifications, and plans, including, but not limited to, workmanship, installation, .fabrications, materials, and structural, mechanical, or electrical facilities shall be guaranteed for a period of one year, commencing at the recorded date of filing the notice of completion of the contract by the City. Unless specific areas are to be guaranteed longer as provided in special provisions . Security of this guarantee shall be furnished to the City in the form of a bond in favor of the City for an amount equal to 10% of the final adjusted and agreed upon contract price. Notification will be given to the contractor of the date of anticipated Council acceptance and the expected date of filing Of Notice of Completion in order that he may arrange for the bond. The bond must be delivered to the Director of Public Works prior to the regular scheduled meeting, of the City Council, at which the final acceptance is proposed or recommended. The contractor, by agreeing to this latent defect guarantee, also agrees that within 10 days, after notification of a failure or deterioration, of a facility or work covered under this contract, he will effect repair or replacement or show reasonable cause as to reason for further delay. Refusal or failure to commence action will result in the City arranging for the repairs or replacement and filing claim against the bond. Excepted from the guarantee will be destructions caused by acts of God or by acts of the City, or by acts of public enemy, or by acts of vandals, or by results of major disaster. 13 . Conflict with Special Assessment District Law In the event any of the general provisions shall be in conflict with or not permitted by the provisions of the Improvement Act . of 1911, or the Municipal Act of 1913, the provisions of the applicable Improvement Act shall control. 14 . Conflict With Federal Requirements In the event any of the general provisions shall be in conflict with or prohibited by Federal Requirements, when applicable, the provisions of the Federal Requirements .shall control. SA e e t_ol_SAse t Contrect Qwntity or Quontityof _ An. .nt Total Quenlily Total Am own# Item me Description Quantity %Previous %this Estimate Unit nice tbis Eating W% to Do►o To Dole Ft i APPROVAL FOR PROGRESS PAYMENT APPROVAL FOR QUANTITES Total C.C..NO PAYMENT NO ey Date -APROVED INSPECTOR toss Retention DATE .Leas previws►ois Total Amount Owe R•twn orlgln•1 and throe 0o01•o/ oo.n'sa.d catNto•t•to: CERTIFICATE OF INSURANCE Crty ut H—ti"son B•a h TO 'owO4 oo.t� CITY OF HUNTINGTON BEACH,CALIFORNIA CALIFORNIA Mooch.CaYlornia 926" A MUNICIPAL CORPORATM This is to certify that the policies of Inswonoo as douribed below here Doan I= to the litoured by the uncla• signed and aro in fora at this time.If thew poNdae we SancoMod or thengad in omh a anon that will atfoa this oer Rgete,the Inswence oompony agross to give X days prior written notice,by moll.to Cky of HwltkVon 666oh,Is.O.fDex Igo,Huntington Beech,California 92t148: Name of Insured Address of Insured Location of Insured Operations Description of Opwations POLICIEa IN FORCE POLICY ( LWAT3 OF LIABILITY NUae0111R _a?FECTIV/ 9XP4RATI0M k Workers Compornation Lt u*cwy Empioyors'Liability B. Public Liability: ' SSO0,000 om%Wntd s8sogls Bodily Injury: Ikeslt pa ocourronoa, i Manufacturers and Contractors 0 0 Each►wwn Comprwhenriw . General E ' Each Azddsrrt (Including products completed operations) Property Dome" S • Each Aodde nt C. Automobile Liability: Bodily Injury 6 Eadi Parsost fl • Each A=kUM Property Damage $ Ewh Aoddast Does policy corer: All owned automobiles ( 1 Yea { 1 No Non-owrttd automobiles ( I Yee ( 1 No Hired automoWlos { 1 ycs ( 1 No D. Additional Insured Endo somont: The insurer sprees that the City of Huntington Swoh City Coundl,andlor ail City Coesnall appointed groups,carawdttaet. oommissions, boards and any other City Coun(A oppoinMl body, wA)or olsothre and appolaQhw oPflaonr tavarlts or employees of the City of Huntington Beach.wl-.w acting as u►ch are odditlonal aertsrods horoundow. E. Hold Harmless Agreement: .By Inzure4 The Insured &grow to protect,dafend,IndemMfy and sera fwrmlow the City of Huntingtonn 62WA a;a6txt li m,damap or expense by reason of any wits,clairm,demands,juft rnants teed cossoa of atttlost asonod by kmusd,hds vmpttryvsw.t7vrft • or any wboontractor wising out of or in eonxwvence of the performter4o of all or any cos ratkm woved by 14ts awtifteto of Insurance,and such insurance rtsoll be primsry to wy Isatwanoo of the City. F. 101"mum Limits Requirod: Ad'TfiIOVHA AS TO FORrsrl: Combkwd Pnos Limit Bodily injury and/or Pro,crty Dwwaga irsoBudSnO Psodwh Ll ' ty: DCH P.DWFA combFrlod dts0}t Ilmh per otawrentu. Chy Attm my G. Remarks: Dy; Dw PAy City Attorney Date INt1URAliCQ CORMANY. KEPRESISNTATIVI[MMOKER Nome BY of A-korleae I1growssox0sdAvani Address Aditneso CITY, Tefaphpso xequest For Special Inspection Of Construction in Public Right-of-Way Public Works Department " City of Huntington Beachj *Date 19 Job Descri tion Contract No. Subdivision No. Permit No. Location of Job Contractor' s Name Address Work to be performed Date Insp. Required from to oraeon for Working Off-Duty Hours 1! Upon the approval ox the al'y.,A% request, the undersigned, being fully authorized by the owner or an.AnagmLLait, hereby agrees to the payment of such service at the daily rates of SZ2o. 00 with the understanding that a minimum charge of $60. 00will be made by the City for any service for one-half day or less This form must be approved one (1) working day prior to the requested date of inspection. A check mace payable to the "City of Huntington Beach" in the amount of the above charges shall accompany the request. Note: 7-ny work done in Light of way without inspection or approval of this Off:;ce be to ra,ectxon and removal . City Approval ny 9M e Title Aaaig;x;sd vnopect.,,ti: SAMPLE CHANGE ORDER STATE AND FEDERAL PROJECTS Time Extension Required Unit Cost Original Item $ Unit Cost Increase $ Unit Cost Decrease $ Total Quantity Increase Total Quantity Decrease Total Cost Increase $ Total Cpst Decrease $ Revised Item Unit Cost $ Revised Item Total Cost $ New Item Cost Per , $ New Item Total Cost $ Final approved quantities to be measured per specifications. Resident Engineer Date Approved by Date Director of Public Works Contractor: Accepted by Date Title • atirirLh UkiAiVur: Uxw.K STATE AND FEDERAL PROJECTS t - • a (amity of Huntington Beach P.O. BOX ISO CALIFORNIA 92M ENGINEERING DEPARTMENT Change Order Transmittal Letter City of Huntington Beach CC No. Project Description Type Minor or Major Change Order No. Justification : CASH CONTRACT No . CONTRACT CHANGE O= REQUEST FOR APPROVAL CITY OF HUNTINGTON BEACH AHFP No . PROJECT CCO No . CONTRACTOR INSPECTOR DESCRIPTION QUANTITY SUMMARY THIS CCO ITEM INCREASE No. DESCRIPTION DECREASE AMOUNT TOTAL $ EXTRA WORK DESCRIPTION TOTAL CHANGE $ COST SUMMARY THIS CCO PREV. CCO 'S TOTAL TO DATE NON NON NON AHFP AHFP AHFP _ AHFP AHFP AHFP Increase decrease of Contract Items Extra work TOTAL Percent Change Date Contractor ate City Engineer bate oad Commissioner CITY OF HUNTINGTO14 BEACH DEPARTMENT OF PUBLIC WORKSvj' ti..1v CHANGE ORDER NO. Contract Contractor: CC# Inspector: Nature of Contract Change: Justification for Change Order: l Change Order Compensation Basis: Cost to be based on contract unit prices. Cost to be based on force account basis. Negotiated cost basis: $ Negotiation confirmation: .Letter Telephone Field (City) (Contractor) Between and Date &proved: Date City Position' ► Received: Date Contractor Position —� CITY OF HUNTINGTON BE-iCH FIELD CHANGE ORDER NO. (See Note Below) liontract: Contractor: o.. CC Inspector Nature of Contract Change: Justification for Change Order: Change Order Compensation Basis: .(For final Note: Field Change Order costs, see formal change order to follow. ) constitutes authorization to proceed with extra work. Cost to be based on contract unit prices. Formal change order must be issued to cover work when Cost to be based on force account basis. final costs are agreed upon. Negotiated cost basis : This authorization to proceed with extra work is approved by Inspector Inspector' s authorization to approve field change order received from by telephone verbal City Position written on @ Date Time `,,.Received. by Contractor .Name - Title Date Time Routing : White copy - office Shoot l ct _Streets CITY OF HUNTINGTON UACN DATE 19 LQ.>OX 19a PROGRESS PAYMENT DATE PAYMENT NO DEPARTMENT OF PUBLIC WORKS CONTRACTORS NAME ESTIMATE PERIOD HUNTINGTOCA MACH.CALIFORNIA.92640 JOB LOCAT.ION CASH CONTRACT Ne INSptCTOB Cewtrac! Owentity K Orawtilyof Asasrat Total OrentitY Tow Awsernt IOews Na - DescripJiow Ovswlitr %P»riwrs GO ow 7this Estimate Unit Price owl KIN a+A to Date To Doe I � f f 1 � i 1 � SUPPLEMENTARY GENERAL REQUIREMENTS The following. Supplements modify , change , delete or add to The General Requirements bound herein. Where any Article I of The General Requirements is added to or modified or any Paragraph , Sub-paragraph or Clause thereof is modified or deleted by these Supplements , the unaltered provisions shall remain in effect... Article '1. Definitions Add the following : Provide The term "provide" shall mean "furnish and install " . Article 9. Measurement and Payment for a Cash Contract Paragraph 9-b. Progress Payments add the following new sub-paragraph : Schedule of Values : Before the first progress payment submittal, the ;Contractor- shall submit to the Department of Public Works a schedule of values allocated to the various portions of the Work, prepared in such form and supported by such data to substantiate its accuracy as the Department of Public Works may require. This schedule shall be used as a basis for the Contractor' s . Progress Payment Application. Submit a separate Schedule of Values for each project. END . OF SECTION ... SGC - 1 . H .U .D . A T I1"R CT RE6UIRES THAT THE LABOR LAWS OF THE FEDERAL HIS COP GOVERNEMENT BE ENFORCED BY THE CITY OF HUNTINGTON BEACH , THE WAGE [RATES REFERRED TO IN THESE DOCUMENTS ARE INCLUDED IN YOUR CONTRACT DEPARTMENT OF HOUSING AND URBAN DEVELOPMENT SECTION IX. LABOR STANDARDS FOR INSURED PROGRAMS D1IUD OFFICE PROJECT NUMBER PROJECT NAME GENERAL CONTRACTOR SECTION OF THE ACT Section 212 (a) of the National Housing Act , Parts 5 and Sa , (a new part) of the Regulations of the Secretary of Labor , the Comptroller General ' s Listing of ineligibles and Section 512 of the National Housing Act. make necessary the filing of certain information by every individual , firm, corporation, part-nership of association under contract , written or verbal , entering upon the premises . f-or purposes of construction of a project , insured under Sections 207-rental 'riousing ; 213 =cooper- atives , 810 armed services housing ; 220-urban housing for low to moderate income and misplaced families , 221 (h) (1) - sale of rehabilitated housing for lower income families ; 231 - housing for elderly; 232 - nursing homes ; 236 -subsidized low rental. housing ; 242 -non• profit ,ho.spi.tals and Title X-land development and XI -group practice facilities . To facilitate the filing of such information by the general contractor and the various tiers of subcontractors , the atta.chod exhibits 1 , 2 , 4 , 4 -A (if required) , 5 and 7-A have been provide(l . The exhibits 2 , 6 , 6A, 6-A-a , 6-B, 6-C and 7 include instruct- ions and examples on how to complete the above exhibits . Exhibits 7B, 8 and 9 contain additional information.. Page 1-A TABLE OF CON}'I•M':, Page Number 11A . D. Labor Standards IA• F1il, 1•t RP: tit). Z482-A "51111CL t11RAC'1•UK's. CERT1! ATION CONCERNING LAIKIR S1'ANDO IC, AND PiEVAILING WA E RF:QUIREMENTS" - 1N:iTRUCTIONS .............. 1 3 In IAC11 oi- Payroli. . . . . . . . . . . . . . S MIA 1.URM 2J,8'?-A CERTIFICATION CONCERNING LAtoR STAA�DARIr; AND PREVAILING WAGV REQUIREMENTS" ..... ............. 6 1:NI l..%l'iSi: C-.'.UTM '(,ATE OF A01110R16ATION .................................... 2 12 AfCEA OR PROJECT WAGE UETHOU NATI ON FOR TIIIS CONTRACT 3 13 U. S, VEPARITIENT OF LABOR FORM MI-347,_ PAYROLL 4 14 U. S. DF:PAIt'1T;F•NT OF LABOR FOliM WH-348, STATE*,'NT OF COMPLIANCF,... ......... 4 _A 16 U. S. DEPART7,,F."P OF LAF.OR FORM W11-347, PAYROIJ,, (NO WORK PF:RF'OI{F D)...... 5 18 114-YRUCTIONS FOR COMPUTION A14D SUIVISSION OF '1111? WEEK1,Y 6 .2 0 PAYROLL RLPORT AND ADDITJONAL INFORMATION ............................... Sulur.issioa of Weekly. Payroll Reports ..... 1 6 20 Pgrinerchip, Piecework or Prot'it-Sharing On)y Work Contracts- 6 20 Colujan 1 of Exhibit 6-A ' Workmaii Performing Work oYi the Project in More Than One Classification 3 6 21 Th+it Are Not Required to he hinted on Payroll Report.. 4 6' 21 Swilwer L•'dnployment of Students ............................. `' 6 21, Youth Fovert.y, unci Manpower Training Programs ............... ............ 6 6 2 2 Wm,,e Appeals Board 7 6 2 h1INIA�J11 IU':QIJIIJ' 1}°U'fS MAT M .';T HE ';IIOWN IN '.MI•, COLUMNS OF 6 -A 24 PAYROLL FORM WI6.3;'l ... .... ........ ........ ................I .. .. .. rr , F:�AP4'LI:S ON HOW Tu ENTER 111F; lr1:QU1RIsll INFORMATION'uU1'LIME 114 EMIUIT .6-A- 1 25 NiM)ER 6-A ........ ...... .... .... .............I........... ............... INSTRUCTION:i ON HOW TO COMPLETE THE STATEPIENT OF COMPLIA14CF. ............. 6-B 26 Roportine. of the Basic Rate of Fringe Benefits Paid 1.11 Cosh ....... . ......................................... ....... ..... (1) 6 -B 26 li(p.r(ing of Overtime Payment, of the 1Looic and Fringe fieuel'i ttl Paid ill Cash ... . ...... ... .. ... (2) 6-B 26 P;r;tt^tISSIBI,}: PAYROLL DL�D'JCTION:::. ..... .............. ...................... 6 -C 26 EttFLOYI�Id;NT OF .. .................... ........... ........ 7 27 CONTRACTOR'S S RATIO OF TO JOUR1,lMEN ................ 7-A 28 PART 5A--1:ABOR STAND,Ulri F'OR };ATIO,: OF API'Itf:N1'1('1 ; AND TKAINELS 7-B 29 TOJt)ll}i1JF;YFL:N ONF'F;Df:fAl, ANI1 1'h;P!!RJJ,1�Y ASSISTFH CONSTRUCT .. .......... PRACTICE RIXORE 'llil: WAGE APPEIJ.: NCARD ..... ..... ............ . .... ....... 8 30 Purpose and Scope . .... .. .. ........ .... ... .. . ... .......... . ... .. ..... .... 8 31 MIL, 111�ly fi.10 '1,etition9 for Review . .... .. ...... .. ........................ 8 31 W'herr 1 F'l1c ... .... ..... .......... ......... ... ... B 31 Whrn to Filo .. .......... :....... .... .. 8 31 Cgntout.o of polilions ... .................................... ..... ..... .. 8 31 'r.,�• Fllint; of W'a1-e Determinetiuu 14-oorci _hy th'e Sii1ioltor. .. ... ................. 8 31 1'I•(3Bo11(at 10113 of Othur Intcrested I'Cr30119 ..... ....... ..... .. ... .. .. .. . . . 3 31 Dispo ition by thn Wap;o Appuula 14)nrd ......... .. ........ ..... . . .. ....... 8 31 TABLE: Of. CON'11:11rrS KX11it.lt I'a 0 :Sectlon M,m1,,r Number Review of Debarmont and Liquidated Danagea Proceedinga 8 32 (review of,Nkciaiona of the SQ11citor of Labor Other Than Thone In Wage Dotormination and Dobarmont Proceedings................... 32 Rightto Ccunsol ....................................................... 32 Intervcntlon ........... 32 Conaolidations ....... ... ................... 32 Ural Proceedings....... .... .................... ............ . 32 Public Information.. ................................ ............... 3 2 SUPPLDAENTARY CONDITIONS OF THE CONTR4CT FOR CONSTRUCTION, ARTICLE 1— 3 3- 3 7 LABOR STANDARDS .(Must Bu Included In Ccntract Agreement)................ Employee Interview Form used by Insptector 38- 39 Compliance with Section 3700 . . . . . . . . . . . . . . . . . . 40 Contractor ' s Job Classification . . . . . . . . . . . :.. . . 41 Sub -Contractor ' s Job Classification 42 i . i - FN• FORu rio.7407 U.S.DEPAA79ENT OF HOUSING AND URBAN DEVELOPMENT R...ro/ID to FEDERAL KDUSING ADMINISTRATION , y C09TRACYOWS CET.RTIIrtCAiTIGH CONCE.1,NING LAPOk STAI�DA40$AND PRFVAILIHv WAGE REQUIREMENTS To. Fedurnl Hnuatny Commissioner Project No. c/o._______ Director Project Haifa Insuring Office 1. The undervigncd, having executed a conlratt,with for the conatruclion of the above-identified project, acknow- a� ledges that: (a) The Labor Stendnfds provisions of the Supplementary conditions of the Contract for Construction are included in the aforesaid contract; (b), Correction of any infractions of the e(oressid conditions, including infractions by any of his subcontractors and any lower tier subcontractors, is his responsibility; (c) He is aware that he will require to erecute FHA Form No. 2403•A, Contractor's Prevailing Wage Certificate, as a condition precedent 10 iniuronce by lho rodaral Housing Administration of that certain mortgage loan or nn id• voner lherao(, made or to be made by the mortgagee in conneclian with the construction of the project. 2. He certifice'that. (a) Neuhsr he not any firm, corporation,.pertnership or essgelution in which he has a substantial interest is dr-.iR- noted as an incliglb!e contractor by the Comptroller General of the United States pursuant to Section 5 6(h) of the Regulations of the Secietrry of Labor, Part S(29 CFR, Pert 5)or pursuant to Section 3(s)of the Davis-Ijac•on Act, as on,endted(40 U.S.C. 276u•2(s)),or by the Federal Housing Commissioner pursuant to Section 512 of the National Housing Act, az amended. 2b) No part of the a(otemcntioned contract hats been or will be subcontracted to any subcontractor if such subcontrac• for or any (irm,corporation, partnershtp or aesoeialion in which such subcomrector has a substantial Interest is designated as on ineligible contractor pursuant to any of the aforementioned regu;atory or statutory provisions 3. He sgrees to obtain and forward to the Federal Housing Administration within ten day:;«fter the execution of anysub• contract, including those erecuted by hitr subcontractors and any lower tier tiubcontroctorx, a Subcontisctor'c Certifi• cation Concerning Labor Standards and Prevailing Wage Requires-ar.tg, FHA Form No. 2481-A, executed by the sub• contractor. 4. He certifies that: ti (a) The legal name and the buziness address of the undersigned are: t (b) The undaraigned is: x (1) A single proprietorship (2) A pertnerahie (3) A corporation orgeni-ed is the Slate of __ (4) Othor orFanizatic:n(dr.cot.) _- c. 4 i m��t� 3 i z (c) The name, title ond.addres■ of the owner,partners or offlciera of the undersigned are: Ault TINe Address (d) The names and addresses of all other porons,both natural and corporate, having a substantial interest in the undersigned, and the nature of the intoteot are fif stone, to stile): Name Address Nature of Interest (e) The names,addresses and trade classifications of all other building construction contractors in which the under• signed has a substantial interval are ,tt n ine, to state): Ng -e Address Trade C11113ificatron Date 13y — �RF3IPI�G U. S. Criminal Code, Section 1010, Title 18, U.S.C., "Feder+l Houoing Administration tranaactiwrs", provides in part "Whoever, for the purpose of. . . . . .Influencing In any way the action of such Administration. . . : .makes, passes, utters or publiahea any statement, knowing the asna to be-(also. . . . . ,shall br ftncd not more than SS.000 or imprisoned not more than two yeas,or both." .. IN LIEU OF PAYROLL When a Subcontractor performs flit work for a project by himself the ol.low:in}, statement is required IN LIEU -OF PAYROLLS . This must be ACKNOWLEDGED BY THE PRIME . This is to verify that the undersigned -SUBCONTRACTOR i5 the sole owner. workman (or consisting of ( ) partners) engaged in completing the work of the sub - contractor and that no other person has been or will be employed in connection with this project . Please submit original signed letter . Signed AC}:NOWLEDGED BY PRIME CONTRACTOR Signed Date Please Identify Project Name a,id Project Number . Page F HA,FOAM N).7102-A 1•.�Ar,,...e. ate; 't�A7 U.S.CEPARTttcNT Ci N0.,1na.AND U42AN DEvf Lt>oref NT lf04aAL r+LA)%11 ACAMNISTRATIC" S013CONTRACTill: :; ('11-IMF•1CATION CONCERNING LABOR STANDARDS AND PRFVAII.ING WAGE, HF:OWEMENTS To: Assistant Secretary-Commissioner pate �_— pri:nrtnl-int of Housing nlxl Urban Gevelcpment Federal llousing Administration Project No. c/o �. Director Project Name lnsurtng Office 1. The undersigned,having executed a eontroct with • rr.a,.rlo`o�ar��l;.r�,a� for -- — — -- — . in the amount of $_____— in the construction of the above-identified project,certifies thatr (a) The Labor Standards Provisions of the Supplementary Conditions Of The Contract For Construction are in- cluded in the aforesaid contract. (b) Neither he not any firm, corporation,petteetship or association in which he has a substential interest is dLsi;nnted as an ineli;Ible contr-ittec by the Comptroller General of th•> United States pursuant to S-clion 5.6(b)of the Regulntions of the Secretary of Labor, Part S(29 CFR, Part 5), or pursuant to Section 3(a) of the Davis-Bacon Act,as aniecded(40 U.S.C.276a-2(a)), or by the Assistant Sscec•tary-Corrnissioner . pursuant to Section 512 of the National Housing Act, as amended. (c) No part of the aforementioned contract has been or will be subcontracted to any subcontractor if such sub- contractor or any firm, corporation, pertiierahlp or association in which such subcontractor has a substan- tial interest is desienotod as an insli;iblz contractor pursuant to the aforesaid regulatory or stahttory pro- visions. 2. Ha agrees to obtain and forward to the contrnclor, for transmittal to the Federal Housing Administration;with- in ten days after the execution of any sower tier subcontract, a Subcontractor's Certification Concerning Labcr Standards and Prevailin6 Wage Requirements, FHA Form No.2432-A, executed_by the loNet tier subcontractor, is duplicator (a) The workmen will r.^port for duty on or about 3. He certifies that: (a) The legal name and the business sddre�as of the undersigned are- (b) The undersipoo is: (1) A single proprietorship (2) A partnership (3) A corporation organised In the State of (4) Other organisation(deacritz) Page 6 (0 The acaA, fit IV 4:adsdt:rtraa cd t:•m*woo*,portaum or cAficars o!tlao unck4rAip1"ors. hntn9, Y 1b'Qre1i rd) Tie ns^tso pnd rAd--ct:cas a atl catm t`°t$tsats. L-oea amlurAl arid tmirp�vato,having t+ &ubetoctwl fater"t in the tlnlr,plµned,trd the nater of tbo immodt an(tt r..t•.u.oo 6tAIO N6r 'pye� Notyro of lutorwst _.n ,nw .edit oeecc arol trido els -,1[f i-om vs 411 odsw bldidi trat is cbieh tl e ( ) The nat-. r n, ux4 . �4a+mci$�"tl'a►B Ooa fora , undarnilr�-trci hve a"ankatantial lntmtrt we(1l ew;:%,cra state): ,<s�r•r• YK+ot�er:.aa 64 two . T1t.r.ti: .z G U.I r'-r tti•tnst C'I1 1'�r110" IPI v, Yt'!s l', tr.0 C.."t�a4 aai i{r,nsttR Al0.lN aw*t L-A uv*"Ct MaZ",Prrt t Q is P' 4 "lO7D- • •r,Or INt Iha��ir:.�a nr. ,t•.ItuMr;+.(:y oNy Mran Uv t;r�1 1 nJ oriw A..1013"bVt:orr.. ..t'iih+[y p�=r.ast,etROra, ofrw`.�. ht?," oar a:�rc.+'t•.: Mom..rear Lh�-ra:-�.:to VA WS&.. ..a!;f4ll P,3 hart!sot asai 14*o QNOW or 6:Ly.rtso"4 sot t%&#*"a two►i111,w 1r,t a�• P044 MaAA(tw,It/" RlK QWI. 4i111T 1IttKTInO Orrt(t: 1911 G89-<IS/Ib9 • /MA fOR.1 NO.2r82•A f..n.App. .a e.,d�.r Uv.u�N..p)•a00s1 ��•�JT��� A v. 11/61 U.S.DE PARIY(NT OJ IIGVSrNG AND uRUAN DEvE1orm(NT f E OE RAE MOUSING ADMIN111 RA MIN• SIIIICONTIIACT01,0S CI.:WJ'IFICATION CONCERNING LABOR STANDARDS AND III(l•AMLING WAGE' It I:QUIItE%I1SNTS • t r ' To: Assistant Secretary-Commissioner Dste Dcp;utrncnt of housing and Urban Development Fulcra! Housing Administration" Ptoject No. tiMyfAir MaJJQr ___ c/o _RoEnnd p l,d ' Director Project Name ___.122=3A182_ _ I�fl y A �t rs A> en Qf fiee Insuring Office 1. The undersigned, having executed a contract with cmf rh Ccnciruetifln_rompmn�C . lrnnrroalur pr.,,Lr o•vot ro 1 for ^_ finish cai�encry ' (nar.rr of LurA/ in the amount of$' 12.000.00 in the construction of the above.identitied project,certifies that: • (a) The Labor Standards Provisions of the,Supplementary Conditions Of The Contract For Construction are in- cluded in the aforesaid contruet. (b) Neither he not any firm, corporation, partnership or association in which he has a substantial interest is desir)tatcd as an inelietble contractor by the Comptroller General of the United Stites pur%vint to Sc-rtion 5.6(b)of the Reruhttions of the Secretary of Labor,. fart 5 (29 CfR, Part 5), of pursuant to Section 3(:4) of the,r1QvI!;- lacon Act, as amended (40 U.S.C.276a•2(a)), or by the Assistant Secretary-Commissioner pursuant to Section 512 of the National (lousing Act, as amended, (c) No part of the eforomention'ed contract has been or will be subcontracted to any subcontractor if such sub- contractor or any firm, corporation, partnership or association in which such suhcontrnclnr h;rs a substan. tioI inlerent is desicnaled as an ineligible contractor pursuant to the aforesaid reculatory or statutory pro- visions. 2. He agrees to obtain and forward to the contractor, for transmittal to,lhe Fedetal }lousing Administration,with- In ten days after the execution of any lower tier subcontract, a Subcontractor's Certification Conci•rninr. Labor Standards and Prevailing Wage Requircmente, FHA Form No.2482-A, executed by the lower tier subcontractor. In duplicate. (a) The workmen will report foe duty on or about 3. He certifies that: (a) The legal name and"the business nddtoes of the underaitud are: Joceph D. Lyons Carpentry Work (b) The undersigned is: (1) A sinCto proprietorship X (2) A pnetnership (3) A corporation organised In the State of _ (4) Other organisation(describe), ,_y�___ J��••••// r lt:l The name, title r,nd oddreso of the owner, patinem or officers of the undersiptrd aie; t Nan a Title Address ,.rT44aPt! .Q._Lx6jaJ.— t2-146swr4t Aum L -A..,_Caits„ (tt) The names and addresses of all other persons,both natural end corporate,having a substantini interest in the underaigr-d,ar.d the nature of the interest am(if none,so state); Na1Tt Address Nature of Interest Nonb r (r<) The names, addreaes and trade claesificatlons of all other buiMing canAlrkttion contraclom In which the undetsigneti his a substantial interest are(if none, so state). N Trod*C sif4'rnt on r wor 1 a s e v h D•_LYs�t�,i..C.axittut.ry�InzJs�--- Srkronrra.mr - - - '•l,aagror. _� T».�ern.aw11Wo�. WARNING' U.r r,i-alnal erdr, 11ar Uen 1010. Tilt* IS, U.a,C., rrredval 116u.lne Ada Inletrotioa tranasco—of.pfo.idao In park 'otrho• srer tar re.p•wpc►c no. . .tn1Iusnr;"s to any.wer the scilon of such Adn,tntetrattom . . . .makes, paoeoo, utlors, or pub- . 1.►hw•say ►e•,.rna.Ulo rrwe a ba(atar. .'. ..*hall be(tnod not ewre,thro SS,000 or.Laprtt.onod not Mora th}n two r yaua,a►tA.r' t fH/. )urA Ilr•.11/4a *US CA(vrp.4Kmj ritim1M6 OFFICE: 1414.619•I11/1)1 ' (EXHIBIT 1) SUBCONTRACTOR' S CERTIFICATION CONCERNING LABOR STANDARDS AND PREVAILING WAGE REQUIREMENTS Four copies of the form must be completed in accordance with the following instructions : T Date: C/o *Project No. *Project Name 1 . , Enter (nature of work) as per your "sub-contract agreement" . If all or any labor is to be subcontracted , please include the name (s) of the subscontractor (s) . 1. Also indicate if materials are included in the sub-contract. Examples : a. Labor and materials for rough carpentry. b. ' Labor only for rough carpentry. C. Labor subcontracted to. (If there is not enough space in Section 1, you may complete the description on a separate sheet of paper and attach to the form) . ANY FORM_ WHICH DOES NOT LIST AN ACC'' .:.'.'J'E DESCRIPTION OF . WORK TO BE PERFORMED WILL BE RETURNED AS UNACCEPTABLE. 1. Dolla:r amount of subcontract awarded. (As per subcontract agreement) . 1. (a) , (b) and (c) - self explanatory. 2 . Self explanatory. 2 (a) . Approximate date that subcontractor will start work on the project. 3 (a) . The legal name and, the business address of the subcontractor. **3 (b) . (1 , 2 , 3, and 4) as applicable. (List the names of all principal parties if the business is a corporation - Section 3 (c) of the form. -1 As applicable. 3 (d) . As applicable. (If this section does not apply, write in the word "NONE") . �3 (e) . As applicable. (If this section does not apply, write in the work "NONE" ) . Subcontractor: Self explanatory. By (Signature) : Must be signed by the owner , partner or office of the corporation. Typed Name and Title: Self explanatory. SUBCONTRACTORS WHO EXECUTE A LOWER TIER SUBCONTRACT MUST OBTAIN FROM THE TIER SUBCONTRA.CTOR AND FORWARD TO THE GENERAL CONTRACTOR FOR TRANS14ITTAL TO THE CITY, FOUR COPIES OF THIS FORM. IMPORTANT NOTICE 1. IT IS MANDATORY THAT ALL SUBCONTRACTORS HAVE ON FILE WITH THE CITY TO THEIR SIPART 01' CONSTRUCTION OF THE .PROJECT, A FULLY EXECUTED CERTIFICATION . TIiIS PROJECT NUMBER AND PROJECT NAME MUST APPEAR ON ALL PAYROLLS . PERTAINING TO T11I.S PROJECT. #3. TEN PERCENT OR MORE. No individual firm, corporation, partnership or association which is now under any Federal debarment , suspension, or listed in the Com- ptroller Gencr_al ' s Listing of Ineligibles , or the Commissioner ' s Section 51.2 Control. List may participate in the benefits of the City Act as either prime or subcontractor . (Benefits of participation are considered as applying to the farthest removed subcontractor engaged in the construction of a project).. Pale 11 (EXHIBIT 2) EMPLOYEE CERTIFICATE OF AUTHORIZATION It is hereby certified that the employee listed below is the person authorized to compile the weekly payroll report, execute the "Weekly Statement of Compliance" , distribute the wages to the employees and complete the various forms pertaining to the prevailing wage require- ments on behalf of the individual , firm, partnership, corporation or association in connection with the. construction of the project: ro3ect Number) (ProjectName) Type or print name of Aut orize Signature bf Aut orized erson Person) Name of individual , firm, partnership, corporation 'or association: **Signature (s) of Responsible Individual (s) : Signature ignatu'rZ (Title Signature Tit e).�._ Signature Tit e Date: :'*'This certificate must .be executed by the responsible person (s) whose name (s) (is/are) listed on the subcontractor ' s Certification concerning Labor Standards and Prevailing Wage Requirements. (See Exhibit 1) . -[n the event that the employee listed on this certificate has been replaced, it is required that a new certificate be submitted covering the new employee. NOTE: RETURN THIS EXHIBIT TOGETHER WITH THE -SUBCONTRACTOR' S CERTIFI- CATION CONCERNING LABOR STANDARDS AND PREVAILING WAGE REQUIREMENTS . P rrt, (EXHIBIT 3) EFFECTIVE WAGE DETERMINATION ERMINATION i Wage Determination. Number ModiEication (s) and supersedeas decision (s) to the Wage Decision Number (s) ; .Project Number: Project Name: Project Location: The attached wage determination and modification (s) stipulate ('s) the MINIMUM basic hourly wage rate (s) and fringe benefit (s) which maybe paid to the classifications that are to be employed on the construction of this project. A COPY OF THE DETERMINATION AND MODIFICATIONS) MUST BE POSTED AT THE CONSTRUCTION SITE IN A PROMINENT PLACE READILY ACCESSABLE TO ALL WORI<.MEN. . CLASSIFICATIONS OMITTED FROM THE WAGE DETERMINATION ....#Regula ions of the Secretary of Labor, 29 CFR 5. 5 (a) (1) (ii) , require that any classifications whicr7 are not listed in the wage determination and which «re: to be employed on the construction of the project, Shull be classif.i_od or reclassified conformably into classifications listed in the determination which arc-, similar in duties and wage rates . In the event that any classification must be fitted into a classification listed in the wage determination, it is required that you contact this Agency for assistance. ALL CLASSIFICATIONS THAT ARE TO BE EMPLOYED ON THE CONSTRUCTION OF THIS PFOJECT 1,1US`1' BE. LISTED IN THE WAGE DETERMINATION OR ESTABLISHED PRIOR TO THEIR EMPLOY11ENT ON THE CONSTRUCTION SITE . U_S OVAR'L EOT OA L"OR. '�A tt g..p..oc,.A..on...�tc PAY:,.LL CO 1-CIS 0.11110w (For Co^froclols Op"ewsl Uttr•Sit.Inslrvclvo�.FoT W H 347 Inst j t.A.AcC Of CD*R 44C TDR U ON Sufi CO.TRACTCa I A=.OP�SS P—POLL ti0 - F—Wl-E-- vRO1CCT ANO EOU-'ON 'R 01ECT OR CON7MACf.Q it, 21. Ut (At GAY A o GTE (St tet t71 (p1 10• ° OEDUC T:OxS 1.ET w+fC AOORESS.AwO p c SOC.,SEC1ce TT t.1.a ER 2 wosiK O TOTAL RATC GROSS C cY ETAn,.OTEC p�p✓lJ CLASYf1UT10N - MOV AS Of PAY ANOV NT MT.• � ►a•7 Tic! NOVES WCf.^ED LACN DAY _ EARNED �� t. TO- OT..0 fc�-Z K TO- O 5 O S O S O S O ' �s O of 21AY'io•�7 S•e. C'=[•...c.• ... �G y A - - in the contract ha•,c been or -ll be cade 'o a„ruprii:r •^rrcgrarrra for the ben-f:;of suet: e.-,,:cyees, eseept as noted in I II EREFRI\GE 3EXEFITS ARE?AID 1\ CASH ., q-,•rby slate - - -Ea..r` IaSo rer or r!i ech a-ic i'strd ;n the rc(rr•n<ed Pal rail has been pail, as on J-.e payroll. an anount not Irss :�,a- ihr rum of ;`. t 1 l -L z!I pal or s..per :se the pay^eni ul the persons enp:oyed by applicable basic hourly wa3e rate plus the anoint of tbe rrcuir:d fringe bencals as listed to Lie aontrecl,aEecp'.cs noted In Section 4tel below. on the is 7n..ti c.Gr W M1`<V Y,c•1 INV I^.t:•.(or+Jrk) - (c) EXCEPTIONS :bat dwrias the pQyroll period ccmmenclag on Lit day of - 19_, and ending the_d'ay of I3 --'� EM-AledT70N a:; persons e-Pp no ed cn a l�d proiert hart D-r^..n paid the hilt sea ly.aq s eismeC- that no re'>sies - he,f 1-ri or s•.11 br made dLher-d.rv.'J;or todi,e-Cy to or on belt elt el said from the ruU ICesirMer o+alf•�a?OriPr) - -T.`17 eare xi by say ptj--a and t`_.at no deduetonr Save beta made either directly or IF sd�.-ram:lv from ^na fuU ve.3es u-2.c3 by a-y p-;sea whcr than per.-�issibl-dd duet:o^s as defined in Fr+-,IaSceT. Port 3 (2-, CFR-Sub_t.e A),irsued by-lilt 4e.+_ury of Labor under Lhe Copeland Art m anlvrded 144 StirL 34ff,63 °'..a1 10Z, 72 �tsl. 967;76 Ste:257;40 U.S.C. 27C-t)•and,de+ - rr t,,d t1: F--s - PEPAAPKS - {:) :bet any payroJit.nth e[,D:ae undtr this contract required Lobe submitted for the above period are corm cad rvsp7r.C.that the sag¢m:=for laborc's or alerhaTilcs conreixd therein . e are r.n lees :.!aa the%pplicxr4e.►g2 ra:-i co:L:•!ned in any Trz;:driernn natson .,ComoTntr`Q Inlo _ the e. n:rw, ' Tt the loser eatoaa sr!Ell thuds for rash laborer or mechanic conro:. wUS Ebe - • wort At ptrwTo l2 - , (3) Tltst any appressx of employed in the above period are duly reguterc' in a bons ride apprrn!:crn p program rgate.ed wnh a Stale apprentieeabip agency recoen:red•hy the Bureau of Apprer.U—Ii:p and TraiaLet. Untied Stdica Dcpartmevt of Labor, or If no such neogaised agency exists in a Stale, art reglatered wah the Bureau of Apprenticeship and Training,United States De,-aria,-eat of Labor. (4) That: r.A..E"r, TITLE SiG nAT. 3E lac ','HERE F?..l':r,E BENEFITS ARE PAID TO APPROVED PLANS, FU:•DS, OR PROCRA.v,S - rn[ wl.rVE fAl lie IC ATIOn Or ANT Or TN[ ArnV( 5'ATr\•EI•Tt ' 1 5'Ja/LCT THE CoAITPACTOP _ Ir, s ^i do-on ea!o the basic hourly wag•rate,paid In ch Ia rc bore• or mhane O° '.LbCOII—.' TO- To!r.T OP [u'u•.A; vPO5tcut'04 SEE SEC:•O^ IOo. Or TITLE 10 AI+O -StC TIC.N 23- Of TITS[3't r THE U—Eo STATE',CODE. Este^_ 1r. Ile ,Love rdrrrnr-A payroll, pavrntnl-, of fringe brnefns a1 listed v 3 G^rrr..u.IrT •e r..nG G'I•et .yeas 0- (=, rT 4-A) U e Df RAAT L'Y NT Or LA0011 i'.r.,AF�rr+..t ' waL.c STATRUI NT Of CO7.IPLIANC� � �te,..le.e U. a globs C OH IA.c Is 0.e.e,0�. UAu I, do hrrr:bc —I. IN.,o.—' �.:r v.ny1 1 ,rT (1)That 1 pay or a47Frr i"Aha pay"Al of the Persons.mployrd by lhr _ that during the payroll pennd c.wliw,e.te lilt on the -day of 19•_• and endinl rho__d•y of 19__, all Paranns emplor.d on suid pr..le cl have bran pA„r r11r bill -►Daly ..So*(*rood, that no rebates keve Man or-ill be made either directly or urdr,eclly to or nil tvhell of aid from the full weekly rar.ao earrird by any pa—n •nd Not no dTdr,:tl,.ns have brrn a.ade either d,nclly or mdv, by from 1%*lull wafts aameJ by any olhcr than PO-1-nlhl<,ird-rl�na as a>ilnr•t in RA..ulation a. pail ) (0 CF'd Subtitle A), wturd by the Sacreldry of Lsbar under the COPfland ncl as•mend rd IAA St., .949 01 Slot 104. 71 Sul 967, 76 Slat 357, 40 U S_C 776c). and Ilrsttibed below: (7) That smy p•y roll(* olh,—.ve under this.cnnlrsct teq-md fn 1. "u—lliid for the obovr pcnod sry--:l pad comptrt., ttlst the -af,I rota.for labara ra or mscncnlce %tote'—gad th prin Ira ndt :esy thsm tilt apnitee J!: -yfv -1.11 eenla.n 4 in any w ua•r Ca 1.111naitcn Inc o.Tcrnud into IhT cavlroc,l; that tho clsfalh.3ilona —I Ninth sartiin f..r r001 Is",.: or ,%j,Ajn c com I:>nrr:,,ih the-oe. No pu(o—d (3) Thef any appmWicrs empinyed to thr stove peno:i are duty NlFst4.Td in 4 bnn:1 fide apprrnticrahan pea gra ri re Sri lend Toth a Slot. nP'JrentleT+hip •aunty wc"A—d h7 ih• Wuwmu of and.1'rei.—C. Unnetl Slnua fl.�prdale nt of or,I as such racotnusd aj;rncy talc(* ra a Clau,aN maC1tt4:.:d wlilt the Ifuraau ill Appry nticc ehgl and Tra,nui y United Felon Oennnmdnt of Labor (t) That: 4 (e) M igRL FRINC,F BENEFITS ARE PAID TO APPROV';;D PL,1N9. FUNDS.ON PPOr(;VAMS -�• In e6jetion to the bsoic hourly-nrjt rate%paid to-#tech 10-41 or m4ehanic LletcJ in it.e ahoy rrh::ncvd Pay. v' roll, pay nl.ntb of./nn{;.ScrrohlM to 1,etad Li tie cq•tin ct haua :roan or sill h1 ri290 to oyy ro;ria tea grajrertts for the banrht of sucA enploycos, excapi as natad rn b�"104 4(0 below (b) VIA EAe F;tIAC.F BrNEFITS AR(:.Ali)"I CASH Q• Poch Laborer or mve-vit: hw i'w 0- aC,ore r.frra—4 Payroll hcs baon fall es i�.;.c.atal ow uw payroll, an aronu•,.t not Ieaa than t.^.-e ec:n of t:.a opglleac;r,Sw(c hourly w'e&.Fall pluo tha smauxt of Ci%reriu,rud trine ba cwht.os I'ateJ in IM eu,i::c•l, o.ecpt 6b acted in emi;tlon 4(c)below (c) E%Ca.PTIONS - 4EC�F'hOcf(CtiaiY) P!C>•l�:+n7;o;+,_�+� ' V.fi rr,L FUL FA L e1 F1 e A I,n1r OF •~T 9e T..,il A OV r..TA TfraN To M.11 !UV,,aer T1a C—I AA T•.,.C1 3U1c..T.nac IOA Io C,♦IL VA ter Y.wAL FwOaa CU TROY 614 9af/t" It41 O> 11 IL■.le ,.VD$CC T,ON e'el OF T,rLI al O) TNU V,r1't 99 arA rle Foru WH-748(1/69) Page 16 (MMI.UIT 4-A Ciantttoseed) INSTRUCTIONS FOk PREPARAT10r4 OF STATEMENT OF CGMPLIANCL This sl:cti>a nt of coripNance meek ne^ds resulting from the amencirrent of (tie Davis- Bacon Act to include frinf>e I�enefits proiisinos. Under this arne--,ded law, the contractor is regvired to fray fringe lunehts as predetermined by the Mh portment of Labor in addi- tiorl ha p;.y,;an1 of the rninirnim rates The contractor's uhhc;n!ion to pav fringe benefits may M ifv't by pwvment of th,+ fringes. to the various plans funds. or programs or by mak- ing these paytncnts to the emplovi es as Cali in lieu of fringes. TLe contractor should show on the faace of_liis pnyrolf_,il monies hard to the c_mnli ees wheti:er as b^sic rates or �,s cash in lieu of fringes The contractor shall repr,ent in the statemecll of compliance that Ise is payiq>a to other;frinhr required by ltx contract and not p:zid ss cash in lieu of fringes. Detailed Instructions follow: Coratrr<ctars who 3 all rec ulred fringe benefits. A cofltr-.ctoi who pays fringe benefits to approved plans. funds, or programs in amounts not Icirs than were determired in the applicable wage decision of the Secretary of Labor shall confirm:, to show on the face of his payre:l the basic cash hourly rate and overtime rate paid to his employees. just as he has always done. Such a contractor shall check para.gra i:fl 4(0 of these;ter,ent to indicate !anal he isalsopayin,; to approved plans, funds. or pro,r_..ms not less than the amount predel'-tmined as fringe benefits for each craft. Any exception-,,hall be noted in Section 4(0 Contr;acturs �•ho pay no fnat4e benefits.: A eo;t6rar_for who pays no fringe benefits shall pay to the en,ployce and insert in the zhzsit,,ht tang~ hourly rate ccL,nn of hig payroll sn amount not 1^ss than the predetermined rate for inch classification plus the aaraount of fringe benefits determined for each classi- ficalic)n if') thr applicable wire decision. Inasmuch as it is not necessary to pay time and a half on cash paid in lieu of fringes, the ovpiwne rate shall tie no! less thar. the sum of Ilse b?Fic predetermined r"te. plus the half tim:r premium on the basic or regular rate plus the rc.q'!i::>d c,'ii ill lieu of Erin ra at the str.,i !;t time rare. To si nplify cor,;p•utsti_ri of overtime, it is suFsesled treat the %Irnighl Circe basic rate-;:rid each in lieu of fringes be sepr1r.tefy :gated in the hourly rate column, thus S.1.25/.40. In addition, the contractor shall ctcc% pr-ragn3ph 4(b) of thr statemen!.to indicate that he is paying fringe benefits in cash directly to his employees. Any,escepfioas shall be noted in Section 4(c). Wl a o` Exccoti ^.h Any contrctor who is mal_:ing payment to .approved plans,_ funds, or programs in amounts Ieiro than tl. wrge drtecminriion require is obliged to pay thn dcficine,cy directly to the empluyeca Ra crash in lseu of (tinges Any exceptions to Section 4(a) or 4(b), whichever the contrrcto; r-�u chr cli, sll�fll tx er.trrcd in Section F(c). Etter in the Exception column the. craft, ,un,d cola in the l r;pinrwtien colamin tP:e hourly amrnrr,f paid the employees ns ci~^h in lies 0, frir•Ees,and the hourly amount paid to plans, funds, or programs as frin-es. 1 7 u a 7C➢AJ p AY R3 cv.•..�r s:...a,o.t (For Coniru:�,;'t Oplicn°I Utz;St.lastr;,u,cn,Forr.. :7'-3:7 IntL'{ ' ti.cam.Cc..,a,_rcA oQ s acc�TwcTca Jm._e Fa Sozi, Trc. L-131 rcy I,= Lcs #1*,1`a ;%1°a-ai3 9,',N.7 ♦,ra 1.0 FCA WE CA 7 CC'AnC iG-�ilC+v I i'-zciiCT C=:COw TNA%T w� 12 - [�mlea 3 trv+ eY 24, 1912 1zort5 .ieart-m—taca, C y:illo, Galifcx�ia ��'.". 0c.ICi - Ctl ].i. 1�. .:I tal GT♦rti Cs TC t5i t ;61 ( .); I IEI .. p, Er Ic nWE,OGAE35.',r1C I - O`yt:C^O`:S w^ sor r1 a f c J R^R 1w.Y\Est I �^♦� S< 'CTA- I RATE I G;.-CSS F•-CS . (�!`O,CYTE z C-ILL-r-CAT;Ow I-. I .. I rCU fi I Cf PAY µ`^"\T w'rn• t r✓T ia- . "CA ov.g. 4 HCl,:1j V:ORKED"CM CRY I T� I I ::.LX1C'.1i+•dJ f;f wC[1C t I ' • I i , ► I I I � I � 14'� �Imo, ( I M I I •}' � �( "f - rt s I I I 1 cn ►+ ti� Y�y'+ n ♦ as s r �+ !23"t9 f lQrH:�1 7 o B y CTIS f? &IT (ZAZZa�''-rs'- SF 7 .j C� :_. +r uI C? I :r. :hc •onL ZCI ...,vr _t.n,r•r r..! `r -.>_. �ppr,,, lit pr._ram, (ur the of i sch enp:oye;s•.....'p,.s cb:tG .r, •..i:.c:. ;•ct - ..Rr r:.snaory yanyt (T'C — 1L) X:i EK is r it I N CF:::....._. S Art:. Pr% i.:SH do .rrrry f!att: - ` —Et.eh laborer or r:<eha,.te l.s:rw r, e ..,:e rdrr.nctd p..7:o:1 has keen paid. :s :ndic::ed ot: the p-yrcl:, :r +nr-urt not !caa Zan tr•e >um of U-.r I l '•hai i pay or supt.v;st the payme.:t of 0-.t persona emp:oytd tv a-c;icFb;c basic hourly Wage raic pt..s Ice anr-nt of :he •ryuired-t:taCw Le:if is as listed'a the cor.tract."cap;is nc.:id io Stcuor. ;(c) L<lorr.on:he •.vr•..acr,,. •,.um1:actor; lu.r.wc�or-unl (c) �\cLPTloNs that dur.no the payroll period cornm,ncir:e or. the f�CEPi1 CRAFT• E�pl�N1 T10tJ e%) Lf_ I9_,and end:rC :he_Cad o.r I9 .IV m.p!oycd on:aid pro;ec:i:ace se`a paid :^e U: .ce:.:y rag-,ra rr.cd. that no rebates - have JK:or Wul Le made ea2er dtrecuy or indirectly to or on behalf o!suid try r f ro rn th a!s: . t..<etn rr+r.• .�L:Jn+r-s:uri it i 4J +•:eca:: watts earned by any persor. and that no dec�Cions =ave Lc.a mare.::!scr di:c.Cy or � :ndirrc'Jv from the f::ll rages tarnet: by any persr•r., r th<- :l:an perrr.issib!e Gd,.ctivas es de.tned b in R:r_!aL"I;. Part 3 (29 CFR SubdCc A),issctd by the Se rotary of Labor ender the CopOaud Ac: a arr.erded (48 S!at 948.63 Stat. i08, 72 Slat. 967;76 St--L 35i;40 C.S.C. 27(ic)•and des. Ln a— payrolls oiherrist cnecr th-a ccr.trod rtGu.srd io he sa.r.!!;. !ur the stove per.od ccrre�t and conIpicn.e; Lh.: the > age reel !,r labs:e:z or:r.mhc-..cs cur.ti:.rd ;hr:c;n -are or :es :rjn the appticatle vavc rate^onnined an) wage de'cnr.::.zt:r,^.-cor?o:at e�-ir;o - V.r -en.r.cL that I Ie c!zssir.ca3eas set rcr:h--qr .ca!or c_ch;abo:c.or m:rch uic con(o rm'a t... the Sri he performed. I S; Ina: any alp:ta!ice. er•.p;s,•e- .n :he atovc period art dot: ng.atcred in c boo:,!.a, i ya re-.';rs r:p prot:ern regis:e:r•_ a S:dr Pr..ace:::p atr:.cy r.cegr.::�:o v.th a b e r ru and Training• �r.ccd 5_:<s`:x�a::r.,�: of Laao.. o::.r:c s'_eh n,00ri>.ca ajen:y rc:;Is ... aa�:c;c. are reg:s:erc.'. W.Lh 'he F.❑oral Cf ^,p:Ea_cas:::p Lnd Sratnift%,.Cn::cd - t win t be as orizir-ti i: FItI::GE 5L.',EF'.., AR`_ ?A:D TO iri'C(1:'r.D :1i..;N FL:N!)S' ; t Tv.etycltt�n o. Yrincµd L_Li51y. signats:e a d in iuti. •G :rc 1,C h'; :a.+a pa... to ZD? :.F r._ la a to ins .•�ovr :..e.c:.eed pay:el:, payment, o. !liner :.r..t'tt, r.s :.s:,d (_:_. .�. _,�. - c _ a 1.0'.err L>`' ..,... ._ •.. .. .011 L-a.' a), (EXHIBIT 6) PILRUCTTON FOR CO}i 'LETIREPORT_ON AND SURIMISSION OF 'I'II1: WEEKLY PAYROLL REPORT �llt'_) i1i)ii l'i'1 OiJi L, _,j 1"NFORL A`1'IOil The Payroll Form, W19-347, has been made available for the convenience of t c:,-.OntractJors and subcontractors required by their Federal or Federally- a idec:i construction-type contracts and subcontracts to submit weekly pi.iy.roIl , . Properly filled out, this; form ,All satisfy the requirements o2' Regulations, Par .-.s 3 and 5 (39CFR, Subtitle A) , as to payrolls aul�cn-ittcd in connection with contracts subject to the Davis-Bacon and ' related Acts. 1 . SUBMISSION OF WEEKLY PAYROLL REPORTS: a. The prime contractor and each subcontractor shall submit a fully executed copy of the foam WH-3 47 , Payroll , : (Exhibit 4 ) , for each pay period that he performs on the construction of the .project. b. It is permissible to submit a copy of an IBM print our pay-roll providing that a copy of the Form W11-348 -. "Statement of Com- pliance" - (Exhibit 4-A) , is attached. c. If no •.vork is performed -on the construction siu`e during a given pay period, the prince contractor and each subcontractor shall submit a copy of the Payroll Farm WH-347 , (No Performance) Exhibit 5 . d. THE TIMT, LIMIT FOR SUBMISSION OF EITHER OF THE FORMS IS SEVEN 'j, ( 7) DAYS FOLLOWING' THE CLOSE OF ANY PAY PERIOD. EXAMPLE: ' Contractor' s pay period ends on Wodnesclay and he distributes the wacjOs to his ,iorkmcn on Friday of the Came week. The pay period ending in this case ,Mould be Wednesday. There t:oro l Iti,even days, from Wednesda.iy, the City must have t;7e payroll report on file . ANY PAYROLL REPORTS SUBMITTED LATER TiLNT THE REQUIRED 7 DAYS MUST BE P;CC:OIZIPANIED BY AN EXPLANATION IN ORDER 'YO AVOID AN .ENTRY IN OUR LIST OF VIOLA`1'ORS. 'i'ho. payroll form WH-347 will net be :supplied from FHA, ,)'ou are authorized ;:o r� urcidur_e or obtain a supply of the form from the : Super i_ntendent of 1.),7)cuments, U. S. Government Printing Office., Washington, D .C . 20-t02 . `L'hc p.ticc, cor 100 sheets is $2. . 25 , in check of money orc.er only. You "Ay obtain copies of the Form 'WH-348 , Statement of Compliance, (Exhibit .; -A) from the same source, the price for 100 sheets is $1 . 25 . 2 . PARTNERSHIP, PIECEWORK OR PROFIT-SHARING ONLY WORK CONTRACTS -COLUMN _5)7t3 ,'lSXH1BIT 6-A — - - - Partnership, piecework or profit-sharing only , work contracts are permitted providing that any workman employed, other than the individual , partners or owners of the contracting firm, is being paid a piecework rate that would equal - during the course of one hour of work - no less that the full hourly wage rate .(the sun of which is the basic rate plus the total of all fringe benefits) as determined by the wage determination (Exhibit 3) for the classification i I The entry "Piecework must be included in Column (3) of the Form WH-347 , together with the classification involved for all workmen. other that: the inctivdual , partners or owners listed in Section 3 (c) of the Subcontractor' s Certification, 'EXHIBIT • 1 . THIS T"APE 01' V,ORK AIJ-,1A1JCr:0E 1T IS SUBJECT TO STRICT POLICING BY Tills AGF.'NC:>', W1'II'N IT INVOLVEI,� e;0i t;I' liI OTHER Trit_N THE INDIVIDUAL, PARTNERS OR OWNI 'S OF THE CONTRACTING FIRM. 3 . WORIU,11AN .i'RT,'0R'MIFG V ORK ORT THE PROJECT IN MORE THAN ONE CLAS IF.icL"":O i Auly taorl'_ii!an w110 performs work on the project in more that one. class•- ificat.i.on. cai_thirk t1ne. same work-wook .,Frill be classified and paid jit the hicflice:::c :r.zztc applicable to any of the work which he perfori:)s unless Lh(e following require-me...!nt`, are met: a. Accurate daily 1-ime records shall be Maintained. These recce c'r mus"'L: s.ho-w the f:ime worked in each classification and the rate o,: Ivy for each classification, and must be signed by the b. The 1 layro).1. s;. :ll show the hours worked in each class ifica.tion and tnc.. wag rate paid for Par;k2 c�.l.Rssi.f_i.cE tior. (Columns ( 3) , (4) , (!.i) and (6) of the Form 111-1 -347, Payroll) . 0. The p�)—b-1.1. czhl ,11 be signed by the workman, or a signed cope o f the C.ai ly times records ,_;!-Zall be ait-.tached thereto. 4 . CLASIS LFTCAT't.ON TII.Aa' A11,T] NOT REQUITEED TO DE L:t:ST1 D ON PI.YROLL R!�P '.'7%, (c2. (b, Pro jc°ct Eln.gil' -(:�i- (c. Svpex:vi.:;ar.y I oa:eman as distinguished frurl }-.,brking foreiTlan. (d . Vvlat:clvii• n (e. Waterboy (f. Messenger (g. Cleri_c a.l worket.>, such as timckeep ors, Payroll clerks and (h. Jazl i t.or , - only if they perform, v,,Ork prior to occupa.ny,. if cic��n up work is perforimcd during construction of tl:e bu.i'_cza_n�i he Y_-o paid .tl.,e wage r�:ite for laborer--clean. up (Refer. to Exhibit 3) . *A working CorE'I(lan i:, one who, in addition to his supervisory • Ue:' or. r,ls t.hc-- work of a 1ahorer or IneC:hanic during a subF tcint ial . portion ( :t't least 202) of .his wor_kwcekz. lie must be paid not lcs_ than the laborer c}r jou.rrAE,yw.n n mcchcinic rate fcr all hou:•s in he pnrforms the %,,ror_k of a laborer or m ch,inic . r c , , r .,, ., S 11 � . ..I,�1P�.i'.F� i;i t:( J.,�)�I•,1,x� 1 c�, �`l I1T) �Pd 1. ., To fa.c•iliLrs.to a fuller partic:i.j:!ation in th.o Youth Opportunity C:ii_i;p, .:.I.C1n , the riep .:!'.� ...11t. OL Labor, as a I'titter of admini st?"ativc, Pot.icy, i , L' .3�:�' 1T. ; 0 _NC;c pticr2 ta the. C Z?lplo�'lilont of studf !)t s C7UZ i IiC tlloi,l" :ILIi"'::'.;"l' �Ti.l^ut :i":!ilu at wo.(�t:'. rates 1')olow the preval ling rat:f'.a rind who Z.10:c a })tlrt.: of a bona fide yoU?-h Opportunity ,Program. The 0 ]. .'.' 1)1_lE'CtC_J_ :3}llll IlL:ii�c? such inquiry as T1C'CCC���Ir . 's to i'_ 1I 11'1:^ tl'icit: :'1_' `)'i oinplo_ve.._i arc' bolli, fide stude'Ilts employed on- a bc'7.oiti for the f.Iuiwilr'_L' months only. "' T (i YnI.1'.I'II POUF:R'i'1.' ,`la-[AID ^N1TiIdFO`'II R `i'FZ:�1:r1ILITC PRO(7'lr'01S * To f <:cilitateNa fuller purticipal-.ion in ycu1111, Poxle -Ly And m,an.- pow-.r programs, the Departna nt Of Labor CI .r n;atte.I o.f: Adlta7.ni.:,tratti.ve .Policy, will take no excepr_ion to the employ-oterit of: t_tirol:l.ee_s or Lrainees in thu-se p-rograms, aL talc 1,xrevaili.ng wage rates. This iAlcludea�, Youth Corps , and otlie.r �:_ i-ll:i.l.ar manpower and training prc(T- am- ':I'hi.s policy o7i_ll be ol)s,�!r:ved only in tho e, .i.nstances where agreements been r ecicht�cl by labor and ii.i anagc:alenL unci:;�r a bona fide yoilth , poverty, or other similar manpower training progrrna, inclucl.irtg progrra-cns for training of. project or target area r;eaidents . 7 . WAG+ APPEALS BOARD: . (Regulations 29 CFR Part 7 provides for appeals to the DeparL-mont of Labor ' s VIago Appeals hoard as to questions e oncc ruing both law and tact arising from decisions of: the Solicitor of Labor regarding wage deterini;aaLi.ons , de-harment, and other matters relating to labor standards provisions. (Refer to Exhibit 8) . T-. i7S:; L13L,1; PAYROLL DEDUCTIONS :;.:auctions made under the circumstances or in the situation dcscril, n the p s: .g.r_aphs of this section may l)e Without application to and ; Secretary of Labor:. �ov 1 of the Any deduction made in compliance with the rcqui.rements of Fedor_al, State, or local law, such as Federal or State withholding income taxes and Federal social security taxes. (b) Any dc. rluction of sums nr vlously paid to the employe=: as a bona aide pre-payment of wagos when such prep.ym.ent is macle without d Lscount or interest. A "bona fide prepayC.;t'nt of ,w.agesll is con,id_=red to have been made only when ca_th or its equivalent has iD,:�on advanced to the person employed in such m.nner as to give him complete freedom of disposition of the advanced funds. (c) Any deduction of amounts required by court process to be paid to another.. unle.,s , the deduction is in favor of the cor)tractor, :;uhcontractor or any affiliated person or wh:-rn collusion or collaboration exists. ( �.) Any deduction constituting a contribution on behzalf of the parson employed to funds established by the employer or representatives of employees, or both, for the purpose of arovi.ding r ither from principal or income , or both, medical or hospital care, pensions off: annuities on retirement, death bonef its, comporisa'.ion for iIl_Jul"ies, illness, zcciderats, sickness, or disability, or for insurance to provide any of the foregoing, or unomployment ® henefi.ts,, vacation pay, savings accounts, o.r similar payments for the benefit of employees, their f.ai,ailies and dependents; provided, however, that the following standards are met : (1) The deduction is not otherwise prohibited by law: (2) it is either; ( i) vol- untarily consented to by' the employee in writing and in advance of the period in which the work is to be done and such consent is not a condition either for the obtaining of or for the continuation of employment,, or (ii) provided for in a bona fide collection baruaining agreemient between the contractor or subcontractor and reprc-sentatives of it' s employees; (3) no profit or other benefit is otherwise obtained, directly or indirectly, by the contractor or subcontractor or any affiliated person in the forin of: commission, dividend, or otherwise; and (4) the deductions shall serve the convenience and interest of the employee. (e) Any dQAu.ct:i.on contributing toward the purchase of United States, Stamps and Bonds when voluntarily authorized 'by the employee. (f) Any deduction requested by the employee to enable him to repay loan, to or to purchase shares in credit unions organized and operatod in acco:dance with Federal and .State credit union 5�:a.tutos. (g) Any deduction voluntarily authorized by the employee for the making of contributions to governmental or quasi-governmental agencies, such as the American Red Cross. (h) Any deduction voluntarily authorized by the employee for the making of contributions to Community Chests, United Givers Funds, and ' similiar charitable organizations . C(i) Any do(l.uct:ions to pay regular union initiation fees and rner:.bership clues, not including finds or special assessments; provided, however-, that a coll.ectivo bar.-gaining agreement between the con- tractor or suhcont_r_actor and representatives cf its employees provides for sued,. deductions and the deductions are not other. ice prohibi,.od try (j) Any deduc�irion not, more than for the "resonable cost" of board,. lodgi.n.cq, cr other facilities meeting the requirements of section 3 (n7) of the Fair_ Labor Standards Act of 1938 , as amended , and Part 5.31. of this title. When such a deduction is made the ��.dd.it:ion records required under Section 516 . 27 (a) of this title shall be kept. As del-ined in Regulation , Part (29CI..R Part 3) , issued by Secretary of Labor under tho Co, elaxid Anti-ICi.ckback Regulations as amended (48 Stat. 948, 63 Stet 108 , 72 Stat. 967; *40 U .S.C. 276c) . (EX1tIBIT 6-A) Show name of employee or each payroll submitted. Employee's home address must be shown on first week employee wurMn on the project. Address need not be shove on uubsequent payrolls unbar, his address changes. Eeployte's social security number must be shown on the payroll report covering the first week in which the aW loyes works on the project, It may subsequently be omitted unless needed to distinguish between .nn o " employees with identical names. 0`7 v S� c L **Indicate by code number, the ethnic make-up of each workman as follows: .o (1) White (2) Black (3) Mexican American/Spanish Speaking ' (4) Asian (5) Filipino (6) Native American (Indian) A (7) Other Non-White (Specify) i Above mutt be shown on all payrolls next to the workman's name, (See Exhibit 6-A-1 Column 1). Self ExplanAtory, Column 2, **•sJ09 CLASSVICATIONS MUST BE SHOW EXACTLY AS THEY APPEAR ON THE WAGE RATE o FOR THE 'TYPE OF WOQK ACTIVITY ACTUALLY-PERFORMED ON THE SITE, (Exhibit 3). EXAMPLES: Ironworker-reinforcing. Painter-Brush. Laborer-general, Laborer-pipelayer. Laborer-coma nt. Power 'Equipment operator/backhow/ .' y� loader/up to d, incl. 3/8 yds. Truck driver/over 80 yds. water level. INCOMPLETE CLASSIFICATIUVS SUCH AS: Ironworker, laborer, painter, truck drive:, etc. are not acceptable. SNEER - Owner Operator, Piecework sub- contractor or piecework including classification if so required. FOR _ APPRENTICES/TRAINEES INCLUDE: (1) period of indenture, (2) date current °f °^5' ul period of of indenture began and (3) percent of journeyman's wage rate.. ei ABOVE MIST BE SHOWN ON ALI, PAYROLLS I SHOW DAILY HOURS WORKED STRAIGHT AND OVERTIME ON ALL PROJECTS, EXAMPLES: = 1. Workman worked 5 hours straight time on this project. He also worked I 3 hours on the same day on another project or projects. ENTER THUS oN o • t STRAIGHT TIME COLUMN: 5/3. 2. Workman worked 8 hours on this project plus 2 hours overtime. ENTER THUS IN STRAIGHT AND OVERTIME COLUMN: 2/0- r OT. 3. Workman worked 4 hour. on this project and 4 hours plus 2 hours = ° 8 0-ST overtime on another project or projects. ENTER THUS IN STRAIGHT i c TIME AND OVERTIME COL": 0/1-OT (SEPARATE LINE ENTRIES MUST BE SHOWN 4/4-ST FOR THIS PROJECT ONLY, - IN COLUMNS —� ^ (3), (4), (5) 6 (6) IF EMPLOYEE WAS EMPLOYED IN MORE THAN ONE CLASSLFI- oo n CATION DURING THE WORK WEEK). SEE EXHIBIT 6. TOTAL HOURS WORKED STRAIGHT AND OVERTIME ALL PROJECTS. ENTER THUS: 2/1-OT, Workman worked 2 hours overtime on this project and 2 hours over. wp time on other project or projects. Workman worked 17 hours this project T and 7 hours other project or projects. Z� 3 The basic rate and fringe benefits must be no lase than listed on the effective wage decision***for the classification employed. EXAMPLE: Basic-$5.00 p/h, Fringes: H&W-50C, Vacation-50C, Appr.Tr.-41,-. ENTER THUS (Refer to Exhibit 6-B. for•instruction on how to enter the cash payment I v of basic and fringe bentfitm for non-union 5.00/50 B/V 1.04 116W P AT . ENTER GROSS 'AMOUNT EARNED FOR ALL PROJECTS. ENTER THUS: Workman earned $109.50 on this project. Includes $93.50 ST and 109.50. $16.00 OT. He earned $38.50 ST and. $16.00 OT on other project 164.00 I or projects. o: Describe deductions such as FICA, Withholding, SDI, State Tax. 6 Vacatio �Z{ Vacation pay may not always be shown as a deduction in this section, a (Refer to Exhibit 6-A-1-Roger Smith). 0 Deductions other than those above moat be described in sections t and 2 0 on the reverse side of Exhibit.4. (Refer to Exhibits 6-B and 6-C). y = * Must be completed by an owner/Operator or Contractor doing work e on a piece work basis. ^ +* Ethnic Code. , See above, o C, **• Usa correct classifications listed on the wage decision number, 4 yl (sae Rxhibit 3). MARK NAL" ON THE LAST PAYAOLI AEPOCtT TO BY SUBMITTED, TOTAL COLUMNS, 6, 7. 8 6 0 REY ER TO EXHIBIT 6-A-I FOR EXAMPLE Of HOW TO COMPLETE SECTIONS 1 THRU io S' j 7 ON TH3 PAYROLL FORM W-347 (EXHIBIT 4). Q y INCOMPLETR PAYROLL REPORTS WILL NOT BE RETURNED. CbNTRACTOR WILL SE REQUIRED TO SUBMIT ANOTHER ORICINAL PAYROLL WITH CORRECTIONS. (REVYRSE SIDE OR ALL PAYROLL FORM WH-347 MUST BE SIGNED IN INK, AND ALL SIGNATURES MUST' BE ORIGINAL SICNATUABS, ALSO THE TITLK AND ILkME OF THE PERSON SIGNING THE PAYROLL MUST BE VV;!NTYn 1LIMTPIY TH Tuz2 u.s DvAJETNEMT o<woo• PAYROU VAG[Aw0«Ou•AMD w{l4 - (<aAi ' {{•R4Ca3 . co--.Ac*T D v so•a (for Conlroctor[Optioaol Use Sae}m*wcfioq Form WH-20 lest NAaE OF Co.TPAC-oa OA SU8CONTRACTOR ® ADD*M . Jones & Sons Inc. 1331 March Lame Los AnAeles, California 90%7 PATR0.L�. FOR WEEK U%Di - PROJECT MM LOCATION .ELT OA CANTRILT NO. , Oar Initial July 14, 1972 North Apartnenta, Camarillo, California 122-00100 (FHA Pro ect ito.) - 2'0� 13. 141 DAY AMD DATE lye taI p/ Un - Ef D p . - DEDUCT10 0 NET - SOC�LSECu�6•a BCC Q� WORK p TOTAL RATE GUN TrAGES 01 EJ+LCG EE 8: CLASS FICunON 8 9110111112113114 HouEs of►wT ��'�* Ptw �*+� oTxJot TOTAL ►A O S O HOURS WORKED EACH DAY [ARMED NOED�N6 FOR TAZ - Witt, David (1) o Nor eon stra t t on this project and 2400 Korvood Drive other rojec the 1.12 i icate the t tal of Loa Angeles, Calif.90022 2 ( Carpenter s Th s ro ec 4 all fr age b fits Fring benef to ver paid to SSM-573-83-5031 th r ro ec Jones, Richard (2) I i i o Nor perf 8 ours tratgh tis►e 2 1217 Ladere Drive 3 ! Carpenter/ O hours err on t a pro cct on y. Fri is were Los Argales, Calif. Hardwood La ye paid a SSp-347-38-3051 s O Lopez, Jmca Mvsual (3) G Nor parf k oa is jtct a 3 2900 Devey Drive 4 General on oth r proj cts a th wage tts a mot .. Cramda Rills, Calif. Laborer 5 'M the ? ee a pal to f s. No fringes SSN-753-19-3196 5 3were SmItb, Roger (1) O O O 0 Nor .ass it to be p paid c sh for his basic 2700 !linter Street 5 ineer/. i �• � end fr n8e b fits. See ibic Don ov to Los Angeles, Calif. Auto Grader SSn-572-6�4-2290 s 6 Ea /0A/® eosEpot frtng benefits co cerni time nd a half. lte$doza, .@obert T. (3) o Norkma was p d th basic rate o ly. Th fringe 314 - 17th Avenue 6 Truck Driver/ benefi s whim inclide vac tion p y vere paid to San Gabriel, Calif. 91776 Duap(8toll yda) s S funds. rr 7 7 I 3 Jones,' 1** (2) o Workmai was exployw in t separ to cla slficatione 24th and'P Street. S. 3 General 0 O during the wok vet Refet to ExUbit 6 Section 3 Torrance, Californtaa Laborer S $ O for fu ther i strut ono. SSN-256-38-2965 D 0 O O �%I, o Vacati pay s no lly included in basic rate. Jones, Lee (2) 3 Laborer/ Exsmpl : $ .00 D is Cement,Dumper S Qi 3 J /7. .50 V ation 0 0 .o 1 a 0 Adsas, Joan (2) Carpenter/ c Refer o E=hi it 6 Section . Ent r Thud 1304 Marshall Street 1 Shiugler Piece Example: Carp mterMinglex Car ester/Isingler Loa Angeles, Calif. work at $ s1—lete a required. P .ecewom Pie avork at S 114-7 9999 1pera . per • . Drown, Merle (1) Carpenter/Appr.o I Appre ice i entur paper gnat bmitt with m 3345 Capital AveJe 1 Period of Ind. the fi st pa o11 t e appr ntice' name ppears on. K1 Serena. California 1, as of s $ el -726- 9-1402 1/1/72 60T O D Datt - to the contract have been or will be made to appropriate program% for the — benefit of such employees,except as noted in Section<(c) below. 1 t�.me d.e.wq p.nr, tnuq (b) WHERE PRINCE BENEFITS ARE PAID IN CASH do hereby state. —Each laborer or mechanic listed In the above referenced payroll has been paid, as indicated on the payroll, an amount not less than the sum of the (1) That I pay or wpervtse the payment of the persons employed by applicable basic hourly wage rate plus the amount of the required fringe - - benefits as listed in the contract,except as noted to Section !(c) below. tCuaysnot oerkoaeacrott On the tbuJtl:ns or wort) - - (c) EXCEPTIONS that during the payroll period commencing on the - -. day of I9_, and end)n the EXCEPTION(CRAFT) EXPLANATION g _slay of____ __ 19 *Section (B) (1) all persons employed on saA p:oje-t have been paid the full r.eekly wage earned, that no rebates havr bran or well be made either directly or indir.rtly to or on behalf or Bald - Reporting of the*Basic Rate an 'Fri Me Benefits Paid in Cash. from the fuss In straight time box column 6 Irf the o - 4 list- (co.oateor cr wixonvatot; - actual hourly wage rate includi the total of all fringe � aga earned by any person and that no deductloo; have been made either direc4y of weckl benefits as determined.b the a ective era a determination. Indirectly from the tut( A ,wages carried by any person, other than permissible deductions as defined LE: The basic hourly wage to for a carpenter is $7.50.. In -.1mulatiors. Pan 3 (29 CFR SubtlUe A),issued by the Secretary or Labor under tbe,Copeland The determination also list* th following fringe benefits: Act. as amended (48 Su: 948.63 Sut 108. 72 Stat. 967t 7G SfaL 357;40 C.S.C. 276c),and des- H&W-60C, pension-50C, vacation-e C, and Appr. Training- e cnl.ed below: ENTER THUS: $7.50 for this prof ct. , Perriaelttrie dedurTjoU fExhLbit 6-Cl moat be described in this X ---- as required for otherproject(s) s ---- (refer to ex les in Exhibit 6-A-a) ��cL1on_ liozrsa deductions such as FICA- Wit hold p�Tax_ SDI. � Reporting Overtime Payment of [ Basic and Fringe Benefits -T _5 In Cash *SECTION (B (2 ta�e Tax and Vacation need not be described in this section. EXAMPLE: Strai ht time basic: $7.50. Time and half overtime $11.25. ENTER THUS: $11.25 -- --"' —'— 1.62 It is not required to pay time and aEVARKS a ha on the fringe benefits. (21 Thal an pa Ir nh r se under th's contract rNu'red to be subm:ned for he above (Refer to examples in Exhibit 6-A-a). pe od art rnrr•e -•p •=it .r- 'a.'gf lass foe :aborry i- mahudcs contt:ncd thtreia at not leas than Ili- s,.�'. ,.,.e .a�<ru r+c^r_aixd in.any waot 'ce:rminat.on Incorporated into Statement of Compliance may be signed by the employee listed on !hc toner-c+: that 1`.t c!" ,.. .,-,-,, sr.fot': :rsn:,,r cash 13t. rrr or conrorrn with the Exhibit 2 or individual(&) listed in Section 3. (c) of FHA Form .. kheperformed. 2482-A. No payroll will be returned. If in need of signature, General Contractor will be notified and it is their responsi- (3) T?tat any apprti i.o .::npla..cd ir. ::he abu1P period are duty rc�i•tercd :r, a`,ana Bde bility to see that the sub, etc. signs the payroll in the DHL'D, ap rcnuctship proer ni >;rru•erc•I rith a S:atc appremUre<_h:p agency rccoenized by the Burcau - of 1pprcn,keshlp and T::,nnn�. Cn,n b•d �:ates rlcparnent of Lb aor, nrirrosuchrecognired Labor Relations Office. ac ncy eaisb in a State. I., registcrrd v •it the D•::•au of Ap,trcw;.'oship and Training. Cniicd St.te%D-partn-nl or!.ob•r. - . (41 Thae (Indicate by check mark how fringe benefits were paid.) Signature must be an original tar OR t•R r�0[;1+,>,h . it:•. .p. t. , ...... ,..iU TO Ai•l'iaiC 1;U r'l.A::�. F'.':.a.i, PAN IS Typewritten or Printed Legibly, signature and in ink. . - 1 _ :'t •O` a•. ^r ,..[ :8,.I S1 al t•.to it ,.-t S�9.[Cr lu a•:d.'.•,n 'o thr ba,.e hog0 •wu;;v lairs paid t.t cash t.,hnrer or mcchao c *r'± ' ._.a+C a�•.v•.•, r,t•.nrlvt.0♦ Sit S['Cr,Glsr 1 t Ls ° 'i '••� li. .w ' • abo r ' -i•. ..I: a;t of rnrr t, ., .. .... 1•__._. _�r_r..[,.�'EOb•.a1Lb TOOL — c 1C. j. 1 (EXHIBIT 7) EMPLOYMENT OF APPR1-,NTICEa/TRAINEES I Apprentices will be permitted to work as such only when they are registered, individ- utillyj wider a bona fide apprenticeship program registered with a State apprenticeship agency which is recognized by the Bureau of Apprenticeship and Training, U. S. Depart- ment of Labor; or, if no such recognized agency exists in a State, under a program registered with the Bureau of Apprenticeship and Training, U. S. Department of Labor. i The allowable ratio of apprentices to journeymen in any craft classification shall not be greater than the ratio permitted to the contractor as to his entire work force I under the registered program. Trainees will be permitted to work as such when they are bona fide trainees employed ' pursuant to a program approved by the U. S. Department of Labor, Bureau of Apprentice- j ship and Training. i I Any employee listed. on a payroll at an apprentice wage rate, who is not a trainee or is not registered as above, shall be paid the wage rate determined by the Secretary ' of Labor for the classification of work he actually performed. "Apprentice" means (1) person employed and individually registered in a bona fide apprenticeship program registered with .the U. S. Department of Labor, Bureau of Appren- ticeship and Training, or with a State apprenticeship agency recognized by the Bureau; Wor (2) a person in his first 90 days of probationary employment as. an apprentice in such an apprenticeship program, who is hot individually registered in the program, but •who has .been certified by the Bureau of Apprenticeship and Training or a State Apprenticeship Council (where appropriate) to be eligible for probationary i employment as an apprentice. f "Trainee" means, a person receiving on-the-job training in a construction occupation under a program which is approved (but not necessarily sponsored) by the U. S. Depart ment of Labor, Bureau of. Apprenticeship and Training, and which is reviewed from 1,1me to time by the Department of Labor to insure that the training meets adequate standards. j i (Refer to Exhibit 7B for further instructions.) COMPLETE EXHIBIT 7B for further instructions. ) . i COMPLETE EXHIBIT 7-A AND SUBMIT .IT TOGETHER WITH THE SUBCONTRACTOR' S CERTIFICATION . EXHIBIT 1 . IT IS REQU&STED THAT: APPRENTICE' INDE',NTUR.E: PAPEFLS MUST BE SUBMITTED WIT11 THE; FIRST PAYROLL THE APPRENTICE'S NAME:; APPE:Af,;, ON ('1tAlNE:1 "A(�lil';1 M1?N'I' MU;;T IQ-, SUHI7T'17:1) TO RE;GIONA1, LABOR 'RFLATIONS) O}'FICE:R FOR RE:VIE14 ANL- APPROVAL I'RIOR TO TRAINEES LUQW, ZtVLOYED ON 11t1h PROJECTS. (EXHIBIT 7—A) CONTRACTOR'S RATIO OF APPRENTICES/TRAINEES TO JOURNEYMEN FIRM NAME: The following. is a list of my entire work force employed on all State, Private, or Federally financed or Federally assisted construction projectsfor the county stated below. The propose of this list is to satisfy Conditi-on C, of the Supplementary Conditions of the Contract for Construction Article. l— Labor Standards COUNTY: LOS ANGELES AS OF July 11 1972 (Date) (Note:- -Do 'not list the name of any journeyman or apprentice/trainee. ) APPRENTICE/TRAINEE JOURi1EYMAN CLASSIFICATION TOTAL CLASSIFICATION • TOTAL .AUTHORIZED SIGNATURE: TITLE: NOTE: SU1v',1IT '171IS 1,ORM TOG1rTHER WITH ME SUBCONTRACTOR 5 CERTIFICATION . EXHIBIT 1. Page 28 SEIRIBIT 7-16) . (b) "I,►edera or federally assisted con- PART Sa—I"eOR STANDARDS FOR atruc►ou contract"mast» any contract breakdown by craft,of)wars worked►lid RATIOS OF APPR&NYICIS AND to be parfo(rnad wlahtn the United Steles, wulr m paid for Nat Yewr apprentices and u dsfltsa4la section s(d) of Public Law trnlo ass,other ay0troticn and trainees, TILAFEDE AL TO 1O FDIRA LY t S- and Jdurteysen.Ose copy of tic s�te- PEDERAL AND PEDERAIIY AS- filmw, k UJ9'.c raciry for construe. Uoa worth of a charuler ettbJsct b the merit w411 be aunt b miss agetsc7,�con- SISTIO CONSTRUCTION earned. mind one to are Secretary of Dario-bacon Ack of requiring the Day• tabor. Went of minlmurn wages determined In R ia.l Prrpw oral saws. moeocdauoe with Ue Davis-Bacon Act, Ot The contractor agrroe to insert In ta1(1) Tha National Apprenticeship entered into tit by a Federal agency.or any suboattraet tu7ldtr thL contract We Act of 1017(29 UB.C.M: authorhas and (2) by Lay other agency or Pelson rt- requlrewsntacontained In this paragraph 1 directs the Eecrctaryof Labor"to formu- ee(ving for such work asolotance Ih the (39 C U 66.3(10 (1). (3), (3). (al,and I late and promote the furtherance of form of manta.bans.or guaronlets frown (b)). BeotIons MA. 6a.5, 6a.fl, and 0a 7 � n labor standards necessary to safe6tuard a Fe.4sral agency. ahail also be attached to each such ocn- I the welfare of apprenllcea,to extend the (c) "Apprentice"means (1) a person tract for the Inlormatnon of the con- application of such standards by eneour- employed and individually roistered In tractor. The twin "contractor" u used aging Use Inclusion Wereof In contracts a bona We apprenticeship program In sw.h cisalew In any subcontract shall of appr ntlocalnlp, to bring tosetrier "XLi tArad with the U.B. Department of moan the wboontruetor. i li employers and labor for the formulation Isabor• Bureau of Apprenticeship and (b) The PrOTWOns of paragraph (Ai of programs of apprenticeship.-•. • • Tra"ris•or with a Bute apprenueeship of this section ah", tact Lppty with re- (2) Section B. 1 of Article M of the agency recognized by the Bureau;or(2) - card to W contract,If the head of the statement by the President on"Cootbat- a person In his first 00 days of probe- Federal agency ooncsrned Ands It likely t Ins Construction Wiation and Meeting tions."employment u an apprent ce In that making of the contract with the Future Construction Needs," dated such ant apprenticeship program,who Is clauses contained to psreirreph (a) of lGueh 17, 1070 (0 Weekly Comp. of not 1ndlvtdusiliy registered In the pro- this section win preJudJce the nauon.1 1 Pros. Doc. 376 (1970)), IndlaaLe that gram.but who has been certtned by the socurlty. ' training opportunitlae in amouWaort Bureau Of ApOrenticeshlP and Training 6 34.4 Calmat• fa wnr..urlwg d111g.nt Or L rtot4 Apprenticeship Council(where crafts presently are Provided On most rtTora. Federal construction projects.and directs afyproPrt&tsl b be mI1slDle for probes-- A txr.traeter will to deemed b have Weary amployment rt an erDrenUce. el "the heads of all Federal C.fovernmenl � Id1 'TYalnes'•tnears a person fecely- made a"dlllgent •(fort" u required by agencies to Include a clause In construe. Ing on•the-job tra)nInli In it construction 1 5m.3 It during are Dariormarws of his Lion contracts that will require the contract he awottubilsha st least one of employment of appretntices or trainees provedoocup& (b under Drosses whleh,lm ed) the felbwingthree objectives: proved Stout not necessarily sponsored) { on such prolocts,slid that 26 Percent of - by the Ulf,Department Of Tabor,Man- (a) TTo contractor employs on this 1 apprentices or trainees on each project power Adrair"ratlon. Bureau of Ap- ptoJeet a number of apprentices and must be In their first year of training, proontIcaship and Tralning,and which to trainees by craft as regWrsd by the sea• { The number of apprentlees employed reviewed from time to time by the Nan- tract clauses at least equal to the ratios 1 shal: be the mLxlmum permitted _1rn. pecan Administration to insure that the established In occordanc<with f Ss 5. ++1i accordance with establiahed ratloe."' training moots adequate standards. 1b) The contractor employs, on all 1 fb) The purpose of this part Is to Im- (0) "Contract" or "contractor" In- his public and private, construction 1 element the President's statement of eludes any construction contract or con- work combined In the labor market area March 17, 1970, and to Implement fur• suvcldon subcontractor re•Cardless of Uer of this proJect, an average number of i Uner the National Apprenticeship Act of as well me the primary contract or prime apprentices and trainees by craft as re- ! 1937 and 29 CFR. Part 30. entitled contractor unleas o{herwtaa SPOCifled. quired by the contract clauses, at least "Equal Employment Opportunity In Ap• equal to the relics established In ac- pr'enUcetihip and Training," Imued pur- 3m.3 Apprentice and trainee emplay• cordance with I Ss.b. aunnt to the Act, by formuiating and nwattegolrrenrner. (c)(1) 'Btfore commencement of I Promulgating labor standards necebeary (a) The following contrast,clauses - work on the project, the contractor If � to Promote the full realization of shall be conditions of each Federal or covered by a collective bargsining agree- ' training opportunities on Pederal and federally mastgted construction contract menu will give writtennonce to all joint j federally .assisted cortat.ruction in In excem, of 010.000 grad each Federal m1prenticeshlp committees; .the local consLructlon occupations,consistenlwith agency concerted shall Include the US. Employment $ecurlty Office: local the general welfare of the journeymen clauses, or provide for their Inclusion, chapter of the Urban League, Workers employed In those Occup►tions In the in each such contract. Defense League, or other local orcnm i area In Whichthe construction Is being (1) The contractor agrees: zation concerned with minority tm- I undertaken. The provisions of this part (I) 71tat he will make a diligent effort Ployment;and the Bureau of Apprentice- will be adm4rdstared In a practicable to hire for the performance of the con- ahlD and TralNng Itepresentative. U S. manner, In order to avoid undue hard- tract a number of apprentices or trainees. Department of Labor, for the locality. ship or unresson►ble result«. Trelning or both;In each occupation.which bean The Contractor If net covered by a col- " opportunities muat be provided in con- to U)e average number of the Journeymen lective bargaining agreement will gee ? stnuction occupations Including, but not in that occupation to be employed In the written notice to all the groups stated limited to:Asbestos worker,boilermaker, performanw of the contract the &PPII- above except Joint opprenLJCeship rem- t. bricklayer, cabinetmaker-mMman, car- cable rotlo as determined by the Becre- mfuces; this contractor also will notify • penter, cement mason. electriclan, ele- toy of L40w; all lion-joint apprenUceship sponsors In vats. installer,floor coverer,glazier,Iron (if) That he will cure that 2b ptrcent the labor market area, worker,marble polisher,millwright,op- of such apprentices or trainees In each (2) The notice will Include at least j erating engineer, rielnter, plasterer, occupation are In their first year of the contractor's name and address, the pluml)er•Vlpe gutter, roofer, shett metal training,where feuible.lrbulbliky here Job site address, value of contract. cx- worker, .sprinkler-fitter, stcamfitter,. InvVivaa L cosrelderation of (a) the Pected starting and completion dates, f stonemason, tor•rarzo worker, and the availability of usin)ng opfwt'LtWUes for the estimated average number of em- setter. T11e Implementation Is Ili con that year approinticee,(b) this hasardous ployees in each occupation Lo be em- Junction with the duties of the Secretary ployed over the duration of the contract, of Labor under Reorganlutfon Plan No. nature of the work for beginning workers. and it statement of his w•Ultngnesa to i 1/of 1950 (04 Slat. 1207),providing for Ie)•exc"Alvs unemployment of oppren- employ a number of apprentices and coordinating the admcilatra Uon and on. ticom In their second and mubsequart years tralneee at least equal to the ratlos forcement of the Davls-Bacon Act (40 of training. established In accordance with I Sa 5. U.B C. 278a-276a 11) and related labor (ill) Thad during tho performance of (3) The contractor. must employ all standards legislation applicable to Fed- the contract he will,to the greatest ex- qualified• applicants referred to him oral and federally assisted construction, tent powdble,employ the number of ap- through normal channels (such as the 1 and also the duties of the Secretary of Drcntiees or trainees necewaary to meet Employment Service, the Jost A currently the regWrements of subdivl- pplic& Labor tender the Copeland Act NO U.B.C. Uceshlp Committees arid,when applies- J 3760 for making reasonable regulations - slope (1) and M) of this subparagraph. ble minorityarisaticxe grad li <2) T7e contractor agrees to maintain or s DDren- for contractors and subcontractors en• Lice outreach progrLhu who have been gaged In the eotutructJon, prosecution, records of employment by trade of We delegated this function) art least Up W completion,or rer mJr of public bulldings, number of apprentices and trainees,ap- the number of ouch apprentices,and 1 public workm or buildings or works fi- prentIcea and tralneee by first year of trainees regWred by the applicable pro- . nanced In whole or In part by loans or tralnlns; and of Journeymen, and the vision of(6a.6. gracile from are'Unliod amtem. wages paid and hours of work of such met Section ba 3 shall constituts the apPr'on Ucoe, trainees and journeymen. 6 Ss.S DNerwrinelinn of re11a. f ap. The wnlreotor agrees to make these prenllrre or iniwee.1. jourwermra. - M conditions u o! each Fedora) ct fader►.%lly - records arallable for aadmt�d oorstrucUort e/mtract In stress inspection upon re. The 8ecrelary of Labor his dctetminod - � - of 010.000. end each ytdenl atiancy quest of the Department of Labor and that the applicabit nuns of apprenLICra concerned then Include thew condition, We 1"wieral agency concerned and tr►lnres b Jourrsrymen In any crc- 13) T)is contractor who claims com•or provide for llralr Ineludan. In soh - cupaUon shall be u fame n much contract Sections be e. 6a.6, See Pllance based on the criterion stated In rat In any Occupation the appllcsb)c I and be 7 shall alro be Inciruisd In arch I ba.mlb) atrete W matrtaln records of rsUo of aPrwmrUces and trainees to plo nt rme .oa dowrlbed In 16s.3(a)c21, pre I coin Om tract lot the Information of tht ent Journeyman shall be egwl to the cent+-sestet• on d oonMdsnl and nonce dually as- dominant ratio for the occur Aton In the sistaf wrutrucllon work done durllg the atts where the construction is to 6 Sa.t D.finlala.... - - porformance of this miltraot In the time undertaken, met forth in collective bares- i As tread In this part, labor rnwrket area_The oontractor agrees gaining agroemente or other employ., - (a) "Fvderel seency" Ineslu, th( to make these records available for in. ment ayreemenla,and svallable through United Itlstas,We Jhlslrlcl of Columbia, spoction upon rmueot of the lscpartment the Reollonal Manager for the Bureau of and any ennoupee department, Inds• of Labor and the t#dervl agency con. Apprenticeship and Training for the all. AkAl sa Lawishmanl, gdrnln earned. lstrsu" (e) The contractor D Dlicabjo area. aearmy,or Irutrtrmentallty of Uw Drutad carers to supply (b) I'Ur any occupation for which no one copy of the writtrn notices regWred much ratio le fotund,the ratio of app;rn- 15tstet Or of the I)lstrlct of Cohnmbla.III- In a000rdanoe with 1 Ja s,(c) at the re- s ua and er►l found. to Journeyman shut be eluding any corporation all or suwtan- quest of Federal►gency compliance oQl• Uc"dete Ltnwf by the oor.umeyr in sewage I Ually all of the ate„k of whlch s Care.Tea coellrac Wr AIAo agrees to tuppl7 benMclallY owned by the United Grates, at 3-mmth Intenala during Inform. arsr.e"W We rogommandstkuu set fort' by the District of Cohrmbla, or by any once of " 0011tract and after oompie- in Clio standards of the National Joint of the forrcolna depaitmants,alatljah• Uao of contract vertom)ance a state. Apprlmtioe Ccm u mlttee for the occpa- ments, agencies. and irsstru meniallties. mint ewarfbing aln(a taktnt t,,,d malt-Um vNch ors Mad with lha U 6. lN. i Ing a dlllgant ofi'aet herd conwrilrg a Jvsrtmant of ta.borY 13Ure44 of Appren- tlreehlp Rr>�7Y•an!nr. i (MIZIT 7-D CoatLnuad) i Ic) For my occupation for which no Such recommendations are found, the ratio of apprentices and trainees t4 Sourncrymen&hall be at lewt mla appren- Uce or trams& for evory Ave journey- men. . �Ss.b Vsrl,llows, lolrranrrs, and ra• 'i rmyJows. - . Varlatlons,tolerances,and oaemptlona from any requirement of thin put with , respect to any contract or subcontract may be.granted when such aeUon le - neceuary and proper in the public inter- est, or to prevent Injustice. or undue hardshfv. A request for a variation, - tolerance,or exemption may be made In arittns by any Interested person to th0 - Secretary, UJl. Department of labor, Waahington•D.C.10710. S 5..1 Enforcenre»t. - - (a) lrach Pederal agency concerned • alkali InSWe that the contract clauses rehulr:d. by 1 6a.7(a/ are Inverted In every Federal or federally sselsted(,.on- . atnicttan contract eub)ect thereto. jecd era] agencies administering assistance programs for construction work for Which they do not contact directly 4)I411 - • - promulgate regulations and procedures necessary to insure that contracts for the construction work subject to 16s.7(a) 1-01 will contain the clauses required thereby. , (b) Enforcement activities, Including the Investlgstion of complainte of vio- lations, to assum compliance with the requirements of this part, shall be the primary duty of the Federal agency awarding the contractor providing the Federal assistance, The Department of - LAbor will coordinate Its efforts with the - - - - Federal"encles,Y may be necessary,to . assure condatent enforcement of the fe• - quirements of this part. Enforcement of these provisions shalt be In accordance with the procedures outllneo In 1 6.6 of Part a of this subtitle. • lfffective dart. The provisions of this part ahaif be applicable to every invite- UV" for bids, and to every negoUsUon, request for proposs)e,or request for quo- tations. for a Federal or federally tar slated construction contract.Issued Liter January 30.1913,and to every such con- - - ' tr►ct entered Into on the bsvis of such trivlt.atlon or negotiation. elgned at Washington, DC. this 971h - day of September 1071, Secretory of Labor. lrR V1.711003 rmed 10171:11 01-1 - I I I � (lrt�illrr e� • lwCTIC= 8 ,i asp a>L Soction 7.1 Pnrpoee an ace • (a) This iwtt contains the rules of practice of rho 1Yuge ApIwu1S Itnnt.l c�tabli►hcd by iccrttnry the subject matter•of the podtiun.A signed state- the LauAG Order :N-63Boni (30 ,140 IBA, ScOr Tha meat of the service required by this section shall rule& implement flip ievoinmendations of the bsflledwitht}►eWyJeApheaLAaarJ. Board rcg,trrling I lie conductof it%pra:eedingu. Seetlan 7d When to Ste. (h) The Board Itns jurisdiction to decide, in Requests for review of wage determination its discretion, appenls concerning questions of should be timely made. Timeliness is dependent low and tact tram tlocisioua of the Solicitor of upon the pertinent facts and eircumstances in. Labor or of ilia Administrator of the Wage and volved. Such facts and circumstances include the Hour and Public Contracts Divisions of the contract schedule of the administering agency,the Depnrtment of Labor with regard to the nature of the work involved,its location,and any following: other relevant factors. (1) Wngu determination issued under the Mavis-flacon Act And its related minimum wage Section 7.5 Contents of petltlonn: i statutes; (a) A petition for the review of a wage deter- (2) debarment, cases arising under Part 5 of mination shall: (1) Be in writing and sigrtod this subtitle; by the petitioner or his counsol (or other author- (8) controversies concerning the payment of •ized representative); (2) be described as a peti• provniling wage mtob or proper classifications tion for review by the Wage Appeals Board; (a) which involvo significant Sums of money, large identify clearly the wage determination, locnticn groups of employees,or novel or unusual situa of the project or projects in question,'and the lions;nnd agencyenncerned; (4)statot.hat tho lmtitionerhns agency requested tho Solicitor to.modify or otherwise (4) recommendations of a Federal ge Y for changothe w•ago determination in question,and de- i upproprinto Adjustment of liquidated damages scribe briefly the Action taken by the Solicitor; which AM Assessed under the Contract Work (b) contain a short and 'plain statement on the Ifour&StandardaAct. grounds for review; and (6) be accompanied by 1=0 F.R.8004,June 24,1904.to amended at 88 P.R.8448, supporting data, views, or nrgtunents. Juno 7.INS) (b) A petition shall indicate whether or not , the petitioner consents to the disposition of tho. (c) Ilt considering the matters within the scope questions involved by a single member of the of its jurisdiction,-the Wage Appeals Board shall Board. i iv-.t all the nutlroriud representative of the Secre- re d tary of LAbor. The Board shall act as fully and Section 78 Filing of wage determination c finally ns might the Secretary of Labor concerning ord by the Solicitor. such matters. When the Solicitor receives a copy of a petition �( seeking review of a wage determination, he shrill j forthwith file with the Wage Appeals Boanl the - I Sectlun 7.2 Who may file petitions for review. j record relating to the making of the wage deter- i (a) .1ny inter•csled person who is evoking a minntion, or portion thereof in question. In hiq nttrdificst.iurt oc ulltoc rhnngn in A wngo detenuina- discretion or at tho request of the Board, the Lion'of the Solicitor moiler the iiavis-Bacon Act Solicitor shall in ndditioti file with :he Board a sir ifx rehrted Acts (ot related division under 11.3 sd►tomcat seeing forth his views concerning Any (c) of this suhtil.la), and who has requested the findings challenged in the petition. Solicitor to mako such a modification or other change,may file a petition for review of the action Section 7.7 Presentations of other interested taken by the Solicitor. persons. (b) For purpose of this section,the Wrrn"inter- Interested persons other than the petitioner shall + na1a1 person" is cousiderr.d to include, without have a reasonable opportunity to submit to the i limitation: (1) Any cutuructcr,or an association Board written data, views,or arguments relating representing a contractor, who is likely to seek or to work under contract contoiuitrg a particular• to the petition. Such matter should be filed with wage determination, or uny laborer or mechanic, the Wage Appeals Board, United States Depart- or any labor organization which repreaente.a meat of Labor,Washington, D.C.20210.What is i Inborer or mechanic, who is likely to be employed a reasonable opportunity is dependent.upon the j or to srwk employment.under A cons tact oontaimng facts and circumstances of each case, such as he A particular wngo deterntinatiori, and (2) any contract achodule of the Agency involved,the em j FtOorsl,SrAto,or local agency concerned with the turn of the work involved, and its location. j administratiott of n propoeed contract or it con- tract containing A particular wage determination Section 7.8 Disposition by the Wage Appeals i issued purimant to the Davie-Bacon Act or any of Board. i its relmedatalutes. (a) When the Wage Appeals Boami in its dis. Section 7.3 Wltere to aft. eretion reviews a wage determination,it shall dri- pose of the case upon the basis of all relevant rant- The originul (And four copies) if the Jxuitiore ter contained lit the entire record bofora it. The rdrnll be lilod with the Wag,, Appenln Board, Board shell notify all interested persons parti• liniled 9lrilna Dopnrtnunt of Labor,Washington, oipating in the proceeding of its decision, D.C.20210. In nd�lifion,rn)eieaof the lxvition sltnll (b) The Board may decline tvview of anv case be ae•rved por•animlly or by mail upon each of the whegover in its judgement a review would be in- following: (n) The Fr,lcru)„Into,nr local ngoncy appropriate or because of lads of timeliness, the involved,ns Ihn cnue niay bo; (b) thn Solicitor of nature of the relief sought, or other reasons. Lalxa,United States Dnpartment of Lnleor,Wash. ington, D.C. 20210,mid (c) any other person (or I the authorised reprexentarives.of such persons known or reasonably riposted to 1» interested iA Page 31 i i i Hoc tloit 7.9 Review of debnrinent and Ilclul• Section 7.11 Right to couneel. l dated damages pr(xeedlnQn. 1{uc)t Intal'n+t.•,I Is•t I-11 ur pmtsy 41,1111 hsvn tier I right,to appear lit Is•r..,nt/,r by or ++ith cmijv�•I rat • (A) It, any prnxeedmnv held trroler 0 5.0(c),5.0 othor qualified ri-pi,o entative in wry pr»re,vlurg (d), or 6.8('b), of Thin xubtitle for review of de• lwforo fhb Board. I+ArmonL (InChldiog Mn10VAI from debarment) ' �.� cases and liquidated,InmaRrn casou,any party niny Section 7.12 Intervention. file with the Wegn Aplwtbt lloard, within area- got oalcnueor:ho,vn tho11'n sonnhla time rifler Ilia 41mision by the solicitor of g Ko Appuah llu.ud Labor or the Adminiatratur of ilia Wage and Ilour may parmtt nay intemstrtl person or party to Lit- and Public Contracts Divisions of the. Depart- tervono in any proceeding held by the Board. A- meat of Labor, as the rase nary be,a petition for petiLron to inter%eua shall be in writing,and almll etaG+ with pra;ision and pnrticulnrity: (n) Tl,u (b)) Theipetltion shall plate concisely the points rovi petitioner's relation,hip to the immor•s iurolved in relied upon,and shall be accompanied by a state- the proceeding-s,;md (h) the nature of the person• mont setting forth uupporting reasons. Furthnr, cation which howouIdmake• tho petition shall indicate whether or not the po- Section 7.13 Consolidations. titioner consents to the disposition of the questions Upon its on initiative or upon motion of;.ray• ' involved byown a single member. interexted poi-ion or,party,tho Board may con:oli• (c) A copy of the pre-sontntion shah be served duce in any ppecding or concurrently consider personally;or by mail upon the Solicitor of Labor two or more appcak which invoice subshtntially• or the Administrator of the Wage and nod the same petvms or pectin;,or issues which an,the' Politic, Cohlracte Dirisinna a the Department of wino orclosely related,if it finds that such iunu,li-, Labor,as the case cony lie. Upon receipt of such it ,,lution or coth•urr,rat view ,till contribute to u copy, the Solicitor or the Administrator shell proper dispatr.h of its busin+„e nuts to ilia cud.,of transmit t+,.the hoard the m•oml of proceedings. props+,lord it will oat uu inmIlly de id1ly consideration (d) 1n Ilia discretion or at the request of ilia Board the Solicitor of Labor or thb Administrator of any such appeals. of the Wage and Hour and Public Contracts Di- Section 7.14 Oral proceedings. visions of, this Department of Labor, as the caso , may be,sall file with the Board an expression of (a) With maples to any piitiat ve o brforn is. his vioosiconcerning the points raised in the pot.i, f the Boatel may upon ist own iuitiativn or upon wt Lion. When the Wage Apoeuls Ilonrd ill its dis• ralueat of any interested person or party direct cretion roviawe a declsl0lr of the Solicitor or the the intuevted pvr.;oms or parties to appear before,' AdministIra-or it shall pass upon the points raised the Board or its desig-neo at a sperified time mild in the petition upon rho ba.iis of the entire record in order to simplify the issues prest ales or to i mice rip any other matters which may tend to before it,[and shall notify the parties to the pro. coetlingof its decision. oxp>odiw or other+visn facilitate the<lisposiuou of the Proceeding. tnd(Zu P H.tY ,June 24,ON,namendeds amended at t19 F.R.ttiWy, . June 1,loo+tl (b) In its discretion,the Board,or:%single pro- siding member, may permit oral argument in a,1)•'t Section 7.10 Review of decisions of the Sollci• proceeding. The Board, or the presidia. meal- for of Labor other than those in wage ber, shall preserihr the tint, and plmco for such determination and debarment proceedings. � nrpvmcut. •; (a) The Wage Appeals Board may review in its. (e) In its diseivtion the Board may ranand auy discretion, decisions of the Solicitor relating to caso to the Solicitor of I.:rbnr or to the Adlnmis-;i contr•ove'raica concerning thn payment Of,provoil" tester of the Wttyo and Hour and Public Coll- ing w•nKti rnt*a or proper classifications which in- tmof-v Divisions of the Department of Labor, as volvo significant etyma „f mou+Y, Inry o grnnps of appmpriale, for further proceeding, employocts,or novel ne unusual situations which arise under the I)uvis�lfnron Act and its reluted ttooa,)one 21, HttH,as amended at ss F.R.KHt+, June 7.1, 1saAl - acts and;lhe r•tiies pmblished in farts 1,3,and 6 of - this subtitle,but which do not nriso in proceedings Section 7.15 Public,Information. reviowahlo under§§7.8 and 7.9 of this part. T'he (a) Subject to the provisions of§§1.15,6.0(a) prucoduies for such review shall ba lhu:e specified (3),and 6.0(c)(I) of this subtitle,all papers and in ilia rep riming Pnrngrul,hS of this section or any documents nmdo it lisri,of the official rocord in the other appropriate prtt+•eduro upon adequate notice procecdirugs of the Board and decisions of the tot lie inierestedpersonsorparties• Board shall bra made avnilitble for public impoc, (b) Decision& of the solicitor rendered under tion during usuni business hours rat the ofiicoof the of t.ltpa subtitle shall he ruviowablo in tho Board in Washinglon,D.C. mannorypr~..rilx•d in A 7.9 of this port. (b) Fac-intiIu cupirs++f such papers,d„cunlents, (c) Pnterested Iwrt,nus or parties may rnrlutvt. and dta•iyions skull lie furnished upon n+que-m. review by the Board of nl,y decision of the Solici- Thorn shall be a charge of 23 Cants for kch file. tor rendered under§5,5(11)(1)(ii) or$3.12 of this simile page reproduction except for copies of tna• subutlei which meets the sfnndards prw-ribod in terials duplicated for distribution for no charge as paragraph (a)of this suction.The decisions of the provided in paragraph(a).Postal feoe in excess of Solicitor shall be n+vit,wable in ilia nratuter pro- dom"Ic firstrdaas patt.al rates as areneccosar7 for scribed in 4 7.0 of Lhre part, riteopt that, in addi• tcsrtsnuttal of copies will le added to the pur•pngo lion to Ehe requinvn,+uts therein slated,lire petition fee spc:ified unless stamps or stamped onvolopes for roviow @hall w,c meth flirts showiug that the are furnahe'd with file tsqual;L • question or question@ presomed coneorn the pity- (c) No char(,v need be ntado for furnishing: menu of prevailing waigo rater or proper clnmificn- (1) llnauthenticatod copies of any rulaN reg+tla• Lions which involve @iKuifirmut bunt• of money+ tionA,or dmisions of general import, (2) copies to large groups of anploycro, or hovel or unusual agrncia, which hill aid in the administration of o✓ situatiorua the'Davis-Bacon Act and related acts, (3) copies 129 P.tt. Mos,Jane 21,1064.as ammdod at as P.1L &W, to cbnu'actor associations and labor Orbani2ritionr Jtaae T,It10a) for general dissemination of Lhe information urn• tainod therein, and (4) only occasionally unLu• thentieatedd copies of papers and documenta. (EXHIBIT 9) SUPPLEMENTARY CONDITIONS .OF THE CONTRACT FOR CONs,rRUCTION ARTICLE 1 - LABOR STANDARDS (MUST BE INCLUDED. IN CONTRACT AGREEMENT.) A.I� (1) All mechanics and laborers employed in the construction of: project shall be paid unconditionally and not less often than once a week, and without subsequent deduction or r.ebatc - on any account, except: such payroll deductions as are permitted by Regulations of t"he . Secretary of Labor, Part 3 ( 2 9 CP 11 11,irt 3) , the full amounts .due at the Lime: of paymcltt c.c)mput.ed tit wage rates not less than those contained in the applicable f wage determination decision of the Secretary of Labor, regardles,,` of any contractual relationship which may be alleged -to exist between the, contractor and such laborers and mechanics; and the applicable wage determination decision sha.l.l he posted by t lice Contractor at the site of the work in a prominent place where ' it can be easily seen by the workers. For the purpose of this clause, contributions made or costs reasonably anticipated under section 1 (b) (2) of the Davis-Bacon Act on behalf of Laborers or mechanics are considered wages paid to such laborers or mechanics, subject to 29 CFR 5 . 5 . (a) (1) (iv) , which providus substantially as follows :. The contractor may consider as Dart or t-.ho wakjo.s of any laborer or mechanic the amount of: any costs reasoll,l >,.1y anticipated in providing benefits under a plan or .program � described in section 1 (b) (2) (B) of the . Davis-Bacon Act, or any bona fide fringe benefits not expressly listed. in section 1 (b) (2) of the Davis-Bacon Act or otherwise not listed in the applicable wage determination decision, only when the Secretary of Labor has found, upon the written { request •of• the contractor, that the applicable standards of the Davis-Bacon Act have been met . Whenever practicabl:c, = the contractor should request the Secretary of Labor to make such findings before the making of the contract. In the case of unfunded plans ' and programs , the Secrotary of ! Labor may require the contractor La so L asido in a separato account- assets for the mec ing of obligations � under t;ho plan or program. ; Also or. thu J)L1VJ)0'i0 of . this clause , rogtllar contributions mat lo or costry incti red rot- more than a weekly porlod unt for }plan,. , funds, or progranu;, but covering the p.ir c. i cular wcokly Period , are deemed Lo be constructively made or incurred durinkl such '++ weekly Period I (2) Whenever t:ltt_i miil.i_muin• w�l( c rate p.tesct;ibuc1 in L•he applicable wage detorminat. i,on clrcision. for a class of laborers or mechal ier, ins l.uc)r., a f.rincjc benefit which is not exprz-ssed as �.. an hourly wago. rat.o and the contractor: is obligaLed to pay the cash oqu.ivalent of such a fr,ingc benefit , if the interostod , partior cannot: agree upon the cash equivalont , the question, shall be reforr.•ed to the Secretary of Labor for determination , �3) The term "applicable wage determination decision', as used herein means the unexpired wage decision , 'M effect .tit the: Lime construction starts , specify.in,'l the wager rates .pre- vailing in the locality in which the work is to be porformed for the cor:rosponding classes of laborers and mechl-ini.c:s employed on construction of a similar character, as de to rill ined by the Secretary of Labor in accordance with the Davis-Bacon Act, as amended (40 U.S .C . 276a-276a-5) , includinq effective changes in the decision. WagQ decision chancie's , such modifications and supersedeas decisions , shall be effective unless, prior to their issuance by the Secretary of Labor , construction, of the project has been started , (4) Any class of laborers or mechanics which is not listed in wage determination and which is to be employed under the contract shall be classified or reclassiti.ed comformably to the wade determination, and a report of the action taken shall be sent by City to- the Secretary of Labor. . In the event the inter-estcd . parties "cannot agree on the proper classification or roclass- ification of a particular c1_ass • of- laborers or mechanics to be used, the question. (1) Payrolls and basic records relating. thereto ;;Ii<<l.I be mai ir( i.i ii0d during the course of the work and proserved for: a period of- three years thereafter for all laborers alyd mechanics e'mpl.o},cad in the construction of the project. The payrolls shall contain ..� the' name, address and. Social Security number of each such employee , his correct classification ( including the wage-rate step of each apprentice) , rates of pay (including rates of contributions or costs anticipated of the types described. in section 1 (b) (2) of the Davis-Bacon Act) , daily and weekly number of hours worked., gross wages earned, deductions made .and actual wages paid, Whenever the Secretary of Labor has found under 29 • CFR 5 . 5 (a) (1) (iv) that the wages of any laborer. or mechanic include the. amount of any costs reasonably ant- icipated in providing benefits under. a plan or program described in section 1 (b) (2) (B) of the Davis-Bacon Act, the contractor shall maintain records which show that the conuuit- ment to provide such benefits in enforceable , that the plan or program .is financially responsible , and that the plan or program has been communicated in writings to Lhe laborors, or mechanics affected , and records 'which show the costs anticipated or the actual cost incurred in providing such benefits .` (2) A laborer or moc-runic who performs work on the. project in i;iore than one classification within the same work-week shall be classified and paid at the highest wage rate applicable to any of the work which he performs unless the. following ,requ.iremeynts are Met : Page 34 (a) Accurate daily time records shall be maintained . These { records must show the time worked in - each classification and the rate of pay. .for each classification, and must be signed by the workman. f (b) The payroll shall show the hours worked in each classifi�- cation and the wage rate paid for each classification . (c) The 'payroll shall be signed by the workman , or a s.i(Incd copy of the daily time records shall be attached thereto. i ' E (3) (a) A copy of all payrolls , including those of all sub- , contractors, shall be submitted weekly to the City by ' the ► prime contractor . The copy of each payroll shall be accompanied by a "Weekly Statement of Compliance " in the form specified in Regulations of the Secretary of Labor , � Part 3 ( 29 CFR Part 3) The statement shall be executed by the employer (owner ; partner or corporate officer) or , if a copy of a current letter of authorization signed by the employer is furnished .t o the City , the st atomcnt. be signed by the employee authorized in said' (_o I supervise the payment of the employees . in .icicl i Lion , each payroll of: a subcontractor shall be accompanied by a certificate of the prime contractor , certifying that he or his authorized assistant has examined the payroll. and found no .evidence of violation of contract provisions relating to labor. l (b) A copy of any finding by the Secretary of Labor under 29 CFR 5 . 5 (a) (1) ( iv) shall be furnish.ed to the City by the contractor with the first, payroll submitted following receipt of the finding. (4) The contractor and all subcontractors shall make L-he records f required under the labor standards clauses of the contract available for inspection by authorized representatives of the City and the Department of Labor , and shall permit such j representatives to interview employees during working hours on the job. The subcontractors shAl.l also make. such records, available to, and permit such interviews by , authorized representatives of the contractor. C. Apprentices will be permitted to work as such only when the%, are registered, individually, under a bona fide apprenticeship program registered with a state apprenticeship agency which is recognized by the Bureau of Apprenticeship and 'rraiiiing, United States Depart- ment of Labor; or , if no such recoclnized agr.ncy exists in a state , under a program recistered with Hio Bureau of A ppronticcship and • Training , United ";Latos Department of Labor . The allowable ratio of apprentices to journeymen in any craft classification shall not be greater than the ratio permitted to the contractor as to his entire work force under the registered program. Any employee listed on a payroll. at an apprentice w<agc rate , wIlo is not registered as above , shall be paid the wage rate determined by the Secretary of Labor for the classification of work lie actually performed . The contractor shall furnish to the City written cv.idencc of tho required registration of his program and zppL'0Ilt: Lce:: and tllus;o OI* subcontractors, the approved ratios of al:pre►lti.ces to journeyme►i , and the approved apprentice wage rates for. the area of construction , prior to the use of the apprentices on the contract work. [) The contractor, his subcontractors and any lower tier subcont-.r�lut-.01, shall insert conditions A through E in i anysubcQntract:, which they may enter . The contractor shall not thereby be relieved of responsibility for compliance with the aforesaid -conditions.. E. (1) In the event of failure of the contractor or any subcontracLor to comply with the foregoing conditions, . the owner may with- hold from the contractor any payment of advances payable to the contractor until the contractor establishes , to tho. satis- faction of the City, that the violations of the afores,.ii"I conditions no longer exist . (2) A breach of the foregoing conditions may be grounds for germination of the . contract, and for debarment as provided in 29 CFR 5 . 6 and 24 . CrR 200 . 190 - 200 . 195 . AR`i`ICLE 2 .- EQUAL EMPLOYMENT OPPORTUNITY During the performance of this contract, the contractor. agrees .as. follows : A. The. contractor .wi'll. not discriminate against any employee or applicant for employment because of race, religion , color , or national origin . The contractor will take affirmative action to ensure that applicants are employed, and that employees , are treated during employment without' regard to their race , religion, color or national. origin. Such action shall include, but not be limited to the following : Employment, upgrading , demotion , or transfer; recruitment or recruitment advertising; layoff or termination; rates of pay or other forms of compensation; and selection for training , including apprenticeship. The contractor agrees to post in conspicuous place,available to employees and applicants for employment, notices to be provided setting forth the provisions of this nondiscrimination clause. B . The contractor- will , in all solicitations or advertisoments for employees placed by or on behalf of the contractor, state that all qualified applicants will receive consideration for employment without regard to race, religion', color, or national origin. Page 36 C . The contractor will. send to each Labor union or r.cqhres;entati.ve i ... of workers with. which it has a collective bar(jaining aclreemcnt ' or other contract or understanding , a notice to ho providod i advising the said labor union or workers ' reprec ,ent-.uLives (I: 1 the contractor ' s commitments hereunder, and shrill l�o. copies of tlir ir(-.)tice in conspicuous places available .to employees and 1 applicants for employment. ; I D. The contractor - will comply with all provisions of ExcciiLive Order 11246 of September 24 , 1.965 , and of the rules, regulations , and relevant orders of the Secretary of Labor . E. The contractor will furnish all information alid reports required by Executive Order. 11246 of Septeber 24 .1965 , and by rules , 1 regulations, and orders of the Secretary ,of Labor, or pursuant thereto, and will permit access to its books , records , and accounts by the City and i_lie Secretary of- L;ihoi, I ()l 1��1►:I��,::; :: �,I investigation tb ''ascertain compliancO. with such rules, and orders . F. In the event of the contractor ' s noncompliance with the nolidiscI l.M.1111l- tion clauses of this contract or with any of the said rules , j regulations ,- or orders , this contract may be canceled , Lcrm.inat-.0A or suspended in whole or in hart and the coriLracLor may be docl,ireci I ineligible for further government contracts or federally assisted construction contracts in accordance with procedures authorized r.• in Executive Order. 11246 of September 24 , 1965 , and such other sanctions may be imposed and remedies .invoked. as provided in Executive Order 11246 of September 24 , 1965 , or by rule , regulations , ` or order of the Secretary of Labor, or as otherwise provided by law. i G. The contractor will include the portion of the sentence inunediately preceding paragraph A and the provisions of paragraphs A through G i in every subcontract or purchase order unless exempted by rules , regulations , or orders of the Secretary of Labor issued pursuant to section 204 of Executive Order 11246 of September 24 , 1965 , so that such provisions will be binding upon each subcontractor or vendor. i H. The contractor will not discriminate against any employee or applicanL for employment because of sex. I . The handicapped ,lrc incluc)ecl in t.11e requiremc>>tti Of tilc 11c�� iti/R,lcc�n Act . J . The Dopartnient of Industrial Relations requires that all aliens used Oil any project must acrry an alien work card wliicli will be shown to the Inspector on the project . w.r Page 37 SUPPLEMENTARY CONDITIONS SECTION IX Sec . 60 -4 . 1 Scope and application. 60 -4 . 2 Solicitations . 60 -4 . 3 Equal . opportunity ciaus.es . 60 -4 . 4. Affirmative action requirements . 60 -4 . 5 Hometown plans . 60 -4 . 6 Goals and timetables . 60-4 . 7 Effect on other regulations . 60 -4 . 8 Show cause notice . 60 -4 . 9 Incorporation by operation of the Order . AUTHORITY : Secs . 201 , 202 , 205 , 211 , 301 , 302 , and 303 , of E.O. 11246 , as amened 30 FR 12319 ; 32FR 14303 . 38 60-4 . 1 . Scope and application. This part applies to all contractors and subcontractors which hold; any Federal- or federally assisted construction contract in excess of $10, 000 . The regulations in this part are applicable. to all of a 'construction contractor ' s or subcontractors ' s ! construction contractor' s or subcontractor 's construction ' employees who are engaged in on site construction including those construction employees who work on a non-Federal or non-federally assisted construction site . This part also establishes procedures which all Federal contracting officers and all applicants, as applicable , shall follow in soliciting for and awarding Federal or federally assisted construction contracts. Procedures also are established which administer- ing agencies shall follow in making any grant, contract, leau, insurance or guarantee involving federally assisted construc- tion which is not exempt from the requirements of Executive Order 11246 , as amended. In addition, this part applies to construction work performed . by construction contractors and subcontractors for Federal non-construction contractors and subcontractors if the con- struction work is necessary in whole or in part to the per- formance of a non-construction contract or subcontract, i Section 60-4 .2 Solicitations. (a) All Federal contracting officers and all applicants ' shall include the notice set forth in paragraph (d) of this section and the Standard Federal Equal Employment Opportunity Construction Contract Specifications set forth in Section 60-4 . 3 this next in all solicitations for offers and bids on all Fed- eral and federally assisted construction contracts or subcon- tracts to be performed in geographical areas designated .by the Director 'pursuant to Section 60-4 . 8 of this part. Admin- istering agencies shall require the inclusion of the notice set forth in paragraph (d) of this section and the specifica- tions set forth in Section 60-4 . 3 of this part as a condition of any grant, contract, subcontract, loan insurance or guaran- tee involving federally assisted construction covered by this part 60-4 . (b) All non-construction contractors covered by Executive order and the implementing regulations shall include the notice in paragraph (d) of this section in all construc- tion agreements which are necessary in whole' or in part to the performance of the covered nonconstruction contract . (c) Contracting officers, applicants and nonconstruction contractors shall give .written notice to the Director within 10 working days of award of a contract subject to these pro- visions. The notification shall include the name, address , and telephone number of the contractor; employer identifica- tion number; dollar amount of , the contract, estimated start- ing and completion dates of the contract; the contract num- ber; and geographical area to which the contract is to be performed. i fT (d) The following notice shall be included in and shall be a part of all solicitations for offers and bids on all Federal and federally assisted construction contracts or subcontracts in excess of $10 , 000 to .be performed in geographical areas designated by the Director pursuant to Section 60-4 . 6 of this part (see 41 CFR 60--4 . 2 (a) . Notice of Requirement for Affirmative Action to Ensure Equal Employment Opportunity (Executive Order ]-1246) i 1 . The offeror or bidder ' s attention is -called to the Equal Opportunity Clause" and .the "Standard Federal Equal Employ- ment Opportunity Construction Contract Specification" set forth herein. 2. The goals and timetables for minority and female participa- tion, expressed to percentage terms for. the Contractor'.s agregate workforce .in each. trade on all construction work in the covered area are as follows : These goals are applicable to all the Contractor' s coil struction work , (whether or not it is Federal or federally assisted) performed in the covered area. The Contractor ' s compliance with the Executive Order and the • regulations in 41 CFR Part: 60-4 shall be based on its imple- mentation of the Equal Opportunity Clause, specific affir- mative action obligations required by the specifications set . forth in 41 CFR 60-4 . 3 (a) and .its efforts to meet the goals established for the geographical area where the contract resulting from this solicitation is to be performed. The hours of minoirty and female employment and training must be substantially uniform throughout the length of the con- tract,, and in each trade,, and the contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minorities or female employees or trainees from Contractor to Contractor ' or from project to project for the sole purpose of meeting the contractor' s goals shall be a violation of the contract, the. Executive ' Order and the regulations in. 41 CFR Part 60-4 . Compliance with the goals will be measured against the total. work hours performed. 3. The Contractor shall provide .written notification to the Director of the Office of Federal Contract Compliance Programs within 10 . working days of award of any construction subcontract in excess of $10, 000 at any tier for construction work under the contract resulting from this solicitation. The Notification shall list the 'name, address and telephone • number of the subcontractor; employer identification number;. estimated dollar amount of the subcontract; estimated starting and completion dates of the sucontract;. and the geographical area in which the contract is to be performed. 40 t 4 . As used in this �notice,' and' in ;the contract resulting from this solicitation, the "covered area is R State of California , County of Orange , City of ' Huntington Beach . i t f Section 60-4. 3 Equal Opportunity. Clauses (a) The equal opportunity clause published at 41 CFR 60-1 . 4 (a) of this chapter is required to be included in, and is part of all nonexwmpt Federal contracts, including construction contracts and subcontracts . The equal oppor- tunity clause published at 41 CFR 60-1 . 4 (b) is required to be included in and is a part of all nonexempt federally assisted construction contracts and subcontracts . In addition to the clauses decribed above, all federal con- tracting officers, all applicants and all nonconstruction contractors, as applicable, shall include the .specifica-. tions set forth to this section in all federal and federal- ly assisted construction contracts in excess of $10 , 000 to be performed in geographical areas designated by the Director pursuant to Section 60-4 . 6 of this part and in construction subcontracts in excess of $10, 000 necessary to whole or in part;. to the performance of nonconstruction federal contracts ,and subcontracts covered under the Executive Order. Standard Federal Equal Employment Opportunity Construction Contract Specifications (Executive Order 11246) 1. As used in these specifications: i a. "Covered area" means the geographical area described in the solicitation from which this contract resulted. b. "Director" means Director, Office of Federal Contract Compliance Programs , United States Department of Labor, or any person to whom the Director delegates authority; C. "Employer identification number" means the Federal Social Security number used on the Employer ' s Quarterly Federal Tax Return, U. S. Treasury Department Form 941. d. . "Minority includes : (1) Black (all persons having origins in any of the Black African racial groups not of Hispanic origin) ;. (11) Hispanic. (all persons .of Mexican, Puerto Rican, Cuban , (7—itra1 or South American or other Spanish Culture �1 or origin regardless of race).; (111) Asian and Pacific Islander (all persons having 4.1 ment opportunities. Trainees must be trained pursuant to training programs approved by the U.S . Department of Labor. 7 . The contractor shall take specific affirmative actions to ensure equal employment opportunity. The evaluation of the contractor ' s compliance with these specification,, shall be based upon :its effort to achieve maximum results from its actions. The contractor shall document these efforts fully , and shall inplement affirmative action steps at least as extensive as the following: (a) Ensure and maintain a working environment free of harassment, intimidation, and coercion at all sites and in all facilities at which the contractor ' s employees are as- signed to work. The contractor, where possible , will assign two or more women to each. construction project. The Con- tractor shall specifically ensure that all foremen ; super- intendents and other on-site supervisory personnel are aware of and carry out a working environment with specific atten- tion to minority or female individuals working at such sites or in such facilities. (b) Lstablish and maintain a current list of minority and female recruitment sources , provide written notification to minority and female recruitment sources and to community o�.ganizations vhen the contractor or its unions have employ- ment opportunities available , and maintain a record of the r organizations ' responses . . ~' (c) Maintain a -current- file of the names, addresses , and telephone numbers of each minority and 'female off-the-street . applicant and minority or* female referral from a union, a recruitment source or community organization and of what action was taken with respect to each such individual. If such individual was sent to the union hiring hall for re- ferred back to the contractor by the union or, if referred, not employed by the contractor , this shall be documented in the file with the reason therefore, along with whatever addi- tional actions the contractor may have taken. (d) Provide immediate written notification to the Director when the union or unions with which the contractor has a collective bargaining agreement has not referred to the contractor ' s minority person or woman sent by .the contrac- tor, or when the contractor has other information that the union referral process has impeded the contractor' s efforts to meet its obligation. (e) Develop on the job training opportunities and/or parti- cipate in training programs for the area. which expressly - - includes minorities and women, including upgrading programs and apprenticeship and trainee programs relevant to the con- < ( tractor ' s employment needs , especially those programs funded or approved by the Department of Labor. The contractor shall provide notice of these programs to the sources compiled . under 7b above. 43 (f) Disseminate the contractor•'-s E-EO policy by providing notice of the policy to unions and training. programs and requesting their cooperation in assisting the contractor in meeting its EEO obligations; by including it in any pol.i.cy m-Znual and collective bargaining agreements .by publicizing it in the company newspaper annual. report, etc. , .by specific review of the policy with • all management personnel. and with all. minority and female employees at least once a year; and by posting the company EEO policy on bulleting boards accessible to all employees at each location where construction work 'is performed. (g) Review at least annually the company ' s EEO policy and affirmative. action obligations under these specifica- tions with all employees having any responsibility for hiring , assignment, layoff, termination or other employment decisions including specific review of these itmes with onsite super- visory personnel such as superintendents, General Foreman , etc. , prior to the initiation of construction work at any job site . A written record shall be made . and maintained identifying the time and ,place of these meetings, persons attending , ' sub ject matter discussed, and disposition of the subject matter. (h) .Disseminate the contractor ' s EEO Policy externally by including it in any advertising in -the news media, specifi- cally including minority and female news media and providing written notification to and discussing the Contractor ' s EEO policy with other contractors and subcontractors with whom the contractor does or ' anticipate doing business. .M Direct its recruitment efforts, both oral and written to minority female and community orqanizations to schools with minority and female students and to minority -and female' recruitment and training organizations - serving the contrac- tors recruitment area and employment needs . Not later than one month prior to the date for the acceptance of applica- tions for apprenticeship of other training by any recruitment source . The contractor shall send written notification to organizations such as the above; describing the openings, screen- ing procedures , and tests to be used• in the selection process. (j ) Encourage present minority and female employees to re- cruit other minority persons and women and, where reasonable , provide after school summer and vacation employment to mino-- rity and female youth both on the site . and in other areas of a contractor' s workforce. (k) Validate all tests and other selection requirements where there is an obligation to do so under 41 CFR Part 60-3 . (1) Conduct- at least annually, an inventory and evaluation at least of all minority and female persorinel .for .promotion- al opportunities and encourage these employees to seek or to 44 prepare for through appropriate. training, etc. , such opportunities . (m) Ensure that seniority apprentices , job classifica- tions work assignment and other personnel practices, do not have a discriminatory effect by continaliy monitoring 4 all personnel and employment related activities to ensure that the EEO policy and the contractor ' s obligations under these specifications are being carried out. (n) , Ensure that all facilities and company activities are nonsegregated except that separate in single user toilet and necessary changing facilities shall be provided to ensure f privacy between the sexes . (o) Document and maintain a record of all solicitations of offers for subcontractors from minority and female: construe- j tion contractors and suppliers, including circulation of solicitations to minority and female . contractor associations and .:)ther business associations . (p) Conduct a review, at least annually of all supervisors adherence to and performance under the Contractor ' s EEO po..icies and affirmative action obligations 8 . Contractors are encouraged to participate in voluntary associations which assist in .fulfilling one or more of their affirmative action obligations (7a through p) . The efforts 1 of a contractor association, joint contractor-union, con- tractor-community, or other similar group of which the con- tractor is a' member and participant, may be asserted as fulfilling any one or more of its obligations under 7a through p of, these .specifications provided that the contrac- tor actively participates in the group , ,makes every effort to assure that the group has a positive impact on the• employ- ment of minority and women in the industry, ensures that . the co,nctete benefits of the program are rejected in the contractor' s minority and female workforce participation makes a good faith effort to meet its individual goals and timetables and can provide acess to documentation which demonstrates the effectiveness of actions taken on behalf. of the contractor. The obligation to. comply, however, is � . the Contractor 's and failure of such a group to fulfill an i obligation shall not be a defence for the contractor ' s non- compliance. i 9 . A single goal for minorities and a separate single goal for women have been established . The contractor, however, is required to provide equal employment opportunity and to take affirmative action-for all minority groups, both male and female and' all women both minority and non-minority . Con- ' �I sequently, the contractor may be in violation of ,the Execu- ! , tive Order if a particular group is employed in a substan � tially disparate manner (for e: ample, even though the Con- tractor has achieved its goals for women generally, the . 45 i contractor. may in violation .of the- Executive Order if a specific minority group of women is underutilized.. 10. The contractor. shall not use the goals and timetables or affirmative action standards to discriminate against any person because of race, color, religion, sex, or national origin. 11 . The contractor ,;hall not enter into any subcontract with s any person or firm debarrred from Government contracts pursu- ant to Executive Order 11246 . E 12 . The contractor shall carry out such sanctions and penalties � .. for violation of these specifications and of the Equal Oppor- tunity Clause, including suspension termination and cancel- lation of existing subcontracts as may be imposed or ordered • pursuant to Executive Order 11246 as amended, and its imple- mentating regulations , by the Office . of Federal Contract . Compliance Programs . Any contractor who fails to carry out each sanctions and penalties shall be in violation of these specifications and Executive Order 11246 as amended. 13 . The contractor, in fulfilling its obligations under these specifications, shall implement specific affirmative action steps , at least as extensive' as these *standards prescribed in paragraph 7 of these specifications so as to achieve maximum results from its efforts to ensure equal employment opportunity. If the contractor fails to comply with the requirements of the Executive Order , the implementing re- gulations or these specifications , the Director shall pro- ceed in accordance with 41 CFR 60-4 . 8 . 14 . The contractor shall designate a responsible official to monitor ,all employment related activity to ensure that the company EEO policy is being carried out to submit reports relating to the provisions hereof as may be required by the Government and to keep records . Records shall at least include for each employee the name , address , telephone numbers , construction trade , union affilation, if any em- ployee identification number when assigned. social security number, race, sex, status (e .g. mechanic apprentice , trainee , Helper, or laborer) , dates of changes in status , hours worked per week in the indicated trade , rate of pay , and locations at which the work was performed . Records shall be maintained in an easily understandable and .retr.ieveable form; however, to the degree that existing records satisfy this requirement , contractors shall not be required to maintain separate records. 15. Nothing herein provided shall be construed as a limitation upon the application of other laws which establish different standards of .compliance or upon the application of require- ments for the hiring of local or other area residents (e . g . those under the Public Works Employment Act of 1977 and the Community Development Block Grant Program) . 40 (b) The notice set forth in °41 CFR 60"A 2::. and the speci.fi- . . cateons set forth i.n 41 •CFR 60 4 . 3 replace the New Form for Fedexal .::dual. Employment Opportunity Bid Cond.i.tions for 1'tAcr.al and Federally AssLstanc(�• Construction published at 41. PIZ 31482 and commonly known as the Model. Federal EEO Bid Conditions, and the New Form shall not be used after the regulations in 41 CFR Part 60-4 become effective. Section 60-4 . 4 Affirmative Action Requirements. (a) To implement the affirmative action requirements of Executive Order 11246 in the construction industry, the , Office of Federal'Contract Compliance Programs previously has approved affirmative action programs coirunonly referred to as "Hometown Plans, " has promulgated affirmative action• plans referred to as "Imposed Plans" and has approved. "Special Bid Conditions" • for high impact projects construc- ted in area not covered by a hometown or an Imposed Plan. All solicitations for construction contracts made after the effective date of the regulations in, this part shall include the notice specified in Section 4 . 2 of this part and the specifications in .Section 60-4 . 3 of this. part .in lieu of the Hometown and Imposed Plans including the Philadelphia Plans and Special Bid .Conditions. Until the Director has issued an order pursuant to Section .60-4 .6 of this part establishing goals and timetables for minori- ties in the appropriate geographical areas or for .a project covered by Special Bid Conditions, the goals and timetables for minorities . to be inserted in the Notice require by 41 CFR 60-4.. 2- shall be goals and timetables contained in the Hometwwn Plan, Imposed Plan or Spec.i.al. Bid Conditions pre- sently covering the respective geographical area or project involved. (b) Signatories to a Hometwon Plan (including heavy highway affirmative action plans) shall have 45 days from the effec- tive date of the regulations in this part to submit under such a .Plan (for the Director ' s approval) goals and time- tables for women and 'to include female representation on the Hometown Plan Administrative Committee. Such goals for female representation shall be at least as .high as the goals established for female representation in the Notice issued pursuant to 41 CFR 60-4 . 6 . Failure of the signator- ies , within-the 45 day period, , to include female representation and to submit goals for women or a new plan, as appropriate shall result in an automatic termination of the Office of Federal Contract Compliance Program' s .approval of the Hometown Plan. At any time the Office of Federal Contract Compliance Programs. terminates . or withdraws its approval of a Hometown Plan, or when the Plan expires and another plan is not approved, the contractors signatory to the plan shall be .covered automati- cally by the specifications set forth in Section 60-4 . 3 of this part and by the goals and timetables established for that geographical area pursuant to Section . 60-4 . 6. of this part. 47 - tl Section 60-4 . 5 Hometown Plans . ti•-° . (a) A contractor participating, either individually or f through an association, in an approved Hometown Plan (in- cluding heavy highway affirmative action plans) shall comply with its affirmative action obligations under Ex- ecutive Order 11246 . by complying with its obligations under the plan: ' Provided, that each contractor or subcon- tractor participating in an approved plan is indivudua.11y required to comply with the equal -opportunity clause set forth in 41 CFR 60-1..4 ; to make a good faith effort , to achieve the goals for each trade participating in the plan in which it has employees.; and that the overall good performance by other contractors or subcontractors , toward a goal in an approved plan does not excuse any covered contractors or subcontractors failure to take good faith efforts to achieve the plan ' s goals and time- tables .. If a contractor is not participating in an approved 'Hometown Plan it shall comply with the specifi cations set forth in Section 4-3 of this part and with the goals and timetables for the appropriate area as listed in the notice required by 41. CFR 60-4 . 2 with regard to that trade. For the purposes of this part 60-4 , a contractor is not participating in a Hometown Plan for a particular trade if,' it: 1. Ceases to be signatory to a Hometown Plan covering that trade; 2 Is signatory to a Hometown Plan ' for that trade but is not party to a collective bargaining agreement for that trade; 3 . Is signatory to a Hometown Plan for . that trade but is party to a collective bargaining agreement with labor or- gani.zat-ions which are not .or cease to be signatories to - the same Hometown Plan for that trade; 4 . Is si.anatory to a Hometown Plan for that trade and is party to a collective bargaining agreement with a labor organization for that trade but the two have not jointly executed a specific commitment to minority and female goals and timetables and incorporated the commitment in the Hometown Plan for that trade; 5 . Is participating in a Hometown - Plan for that trade which is no longer acceptable to the office of Federal Contract Compliance Programs; 6. Is signatory to a Hometown Plan. for that trade but is party to a .collective bargaining agreement with a labor organization and. the . contractor_ have failed to make a good faith effort to comply with their obligations under the Hometwon Plan for that trade. (b) Contractors participating in Hometown Plans must be able, to demonstrate tlici r partic.i pation and document SecL on . 60-4 . 6 Goals and Timetables'' Thu Director , from time to time, shall issue. goals and timetables for minority and female utili.ziiLion which shall . be based on appropriate work force, demographic or other relevant data and which shall cover construction contracts performed in specific geographical areas,. The goals shall. be applicable to each construction trade in a covered con- tractor ' s or subcontra.ctor ' s entire workforce which is working in the area covered by the goals and timetables , shall. be published as notices the Federal Register and shall be inserted by the contracting officers and appli- cants, as applicable in the notice required by 41 CFR 60-4 . 2 . Section 60-4 . 7 Effect On Other Rec;u.lations The regulations in this part are to addition to the regula- tions contained in this chapter which apply to construction contractors and subcontractors generally. See particularly, 41 CFR 60-1 . 4 (a) , (b) , (c) , (d) and (e) 60-1 . 5 ; 60-1 . 7 ; . 60-1. 8; cc-1 . 26 ; 60-1 . 29; 60-1 . 3.0; 60-1 . 32 ; 60-1 . 41; .60-1 . 42 ; 60-1: . 43 ; and 41 CFR part. 60-3 ; part 60-20 ; part 60-30 ; Fart 60-40 ; and part 60-50 . Section 60-4 . 8 Show Cause Notice If an investigation .or compliance review reveals that a. construction contractor or subcontractor has violated the Executive. Order, any contract clause, specifications or the regulations in this chapter and if administrative en- forcement is contemplated, the Director shall issue to the contractor or subcontractor a.' notice to show cause , which shall contain the items specified in (i) ( iv) of 41 CFR 60-2 . 2 (c) (1) . If the contractor does not show good cause within 30 days , or in the alternative , fails to enter an acceptable conciliation agreement which in- cludes where appropriate , make up goals and timetables back pay and seniority relief for affected class members , the compliance agency shall follow the procedure in 41 CFR 60-1 . 28 (b) ; Provided, that where a conciliation agreement has been violated no show cause notice is required prior to the initiation of enforcement pro- ceedings. Section 60-4 . 9 Incorporation By Operation of the Order By operation of the order , the equal opportunity clause contained in Section-1 . 4 the Notice of Requirement for A formative Action to Ensure Equal Employment. Opportunity (Executive Order 11246) .contained in Section 60-4 . 2 ,Standardand the Standard federal Equal Employment Opportunity Construction Contract Specifications (Executive Order 11246 ) contained in Section 60-4 . 3 shall be deemed to be a part of every solicitation or of every contract and subcontrac as appropriate, required by the Order and the regulations in this chapter to include such c1,3i.i es whether or not they are rhys.ically incorporated i'iooc� a'' N0110ES '-'•� :.rr,.c .__. CAMDEN,"J.AREA cd con�truclln� racta nn}{ snUcoiurncis I11 CXCr;S 0 $10,0 ho br 11rr(orntc(1 t;t the Ara Corcrrrf: Cntnlfrn, N.J; Rtcn of t resllcrUvc aort_•c. 1 h( 1(1l1• arc no I'li('Able to thm rnntt•ilctt is er•1 r( atr,of)•btic Camulcn,Salem,and Giuw cacr Countl , construction worl:'orrc whether or not 11lrt pnAL9 AwnTwF-.rAULes of thAt worktor:c I. ilrrforining work on a h(:drrA) or fcdcrails'•alcslslcd con.structlolT -'- conlrnct or auumitiuct, c7oAl 'i'trncln�ir! Trndc (Prtccnli i Until further Mhr!eo�uwixrri.. It.6 ill IJ!•. r 110ST017, MA55. AREA nonce. Itollermukcrs........ lu u to 1.1 5. Area cotcred-Arlinglon, Ilnr•ton, 130• Rrlcklas'r.:............ 17.13 tnonb, Brookline, r3urlinl'lon, Camhrt�lec., Carf•rr1ICt5............ 11 2(0 13 0. e Crnlrnt lwv-onk.....1.'0 to l5 0 Cnnl.on, Chclsna, Ucdham, E1'crctl., Malden. I+'vdlotd, Wakefield, Wcstsrcod, Winthrop, £lcctrlclar,.......,.... 11.9 to t7.R. Winche!Aer; Webo.r,,. and the Islands of £levntor lit 8tokas. r3oston )lnrbOr, Plass, constructors. LalllerS.............•.... 10.810 11 5. GOALS AND TIAl1:TAHUS - Orcraling 10.0 In 12.5. i £nglnccrs. - 0.0 ,. Goal Dcromtorsl Tlm(lnble Trade (perceut) Fnl,crt:anccrs. l I _ 1'lay. (rs............. 17.0 to 16.C. ! Untl!futth•:r -Asbestos v:orl ers.. 10.r,to F'lntnti'Isy LIA to 13.S. notice. 10.12. Yipcfil.lrra/ Vollcrmilltcis........ 9.6 to 12.0. Stcnmfltt;r . lir!ctln>'ers.........,.: 0Atri 10.0. Roolcrs................ AA to IT,, Cniprtttcr............. 11.6 to 1.1.5. Ghcclrnclnl 11.210 ti 0. Crulcnl m,L�uns.... 25.5 to V!.5, o'.,rkers. VACC1.1 iclntl.i........... 0.0 to 1.0. GPlinktct I'il:crs.. 10,8 to 0.5. } - L:leva:or . 9.5 to I1A. Glrucl'.;rnl .`•L{al 1::9 to 1'..1. pilstructurs•• %Vori-crs. _ Gla:lrrl:.................. 8.8 to 11.0. V7•llar:7 l)Qck 10.;1;.,1?!•, Lo:IN'OrY.tis.........: 5.9 to G B. 13Ulidtts. ha h rS G.9 10 8.9. . Ol+a-nlutfi 14.1 to 15.0. engineers. ELhi1nA, 1•.'1'. r.Ct_� Ialntcta................. 4.1 to I),I. Flpc)tflcrs............. 1'l,0 lc ^, rcr.. Co crrd: Cheml,Inp. c h:ly• Platerer:.............. 2n.s to "• cs Co:aaics, t7.Y. I'hnnbcls...:........... 9 8 to 1 L0. ler,'Vioga,and Ynl Roof(rc... .......... 8.4 to 10.5. m 1 611r,c1ntrtal 10.1 to 12.1. GOALS Ar:U ITIr•ih,rn'1tL;S. Eprin/is 1 iittrrs... 12.3 to 15.13. All other lradcs.... 10.3 to 12.3 Goal ---- - ---- ---- Timrtnb!c - Tra6c ,r RcHon r:'fels to the 10 rculoms In which Until furlhcr A::........................... 4 o to 5.0. the U.S. I)cllartment of Labor has offices, neUca: r 1'hc:•(' ltcgi(ns arc )Wm1gllr:rtcr6d In l,o:zlvit; Nvw Yol)t, Yhi;ade)IIIi a, Allatlla, Chical-o, �' Dallas, Kanr,a;; (,itS, Donver, tine Frnncl:,co, LONG ISLA:(D,N.Y. and Scat Ile. Which arc numbers 1 thlout01`> resllect`vcly. Area Covr.red: Nassn' s, N.Y. ,l rnd t'i:1f(:k. Cnt::1• - tic SIATS O}'r!HODC. IbL:AND AnI A jAr'PLNn7Y_A GOALS ni:n'Irtsr�(rIA fs Tile foMm;IIn, rnals and C1110(a),1C.S for Arca Coren'd-Statcnidc. ` 1t'nwic ullli::ation sh;t11 bn Inciudcci III 0:1 Ci0AL5 r,Nn 11A1r.7AD1.1:S Frti(`1'al DJtd .Irdt•r:lil;: n'.ciStCd (olls(I-11,11oll Titttr_tnl,}r' 11r-dr (pc,c(n! t•)0,000. 1 he}.ugly;u( npi lic"We to the cc:n- Gold Uut11 further All-......................... E u eu S.C. t tl'rc1QI's af.:I r+:,'nte ('m sllc ( 'WArm t!on Timctnble Tlade (Percent) not lce. vol i(fotre itli(thcr of mot Iw1;.ol I!1ai 'c(?,I<• r force lcc r(Iformi-.1; -orit o;) A V(rirr:tl (,t' Hill lurtitcr All........................... 5A. frlctally "N-A'tmt cr,lr:ru'Il:+n •.n•ir;,.t n, nntlr,,,, Allhcrlil r111't, . - - ArC': Co r'Ird ,Cr•>IC!Ir".1:•; 111 Unt(lc fill \:I`1n.•n a.1.1`I�' ual h,m\�:I�Ir. S Arru .COAL•: 0,t1hTIMVIA1111A _ � Area Yell-ET COU11151 rtmd MI I(r• 1ltncla':Ic --_- Ttt+r!r �••- -• U.•nl 1ln�nrt,rr• Uocl.� N.Y, (fulr,t,lt Illmi ht,i 1.Wilt rt,I(1 1.1(r.a1..111179 C7om s r.)+n Ttana.\L'rs 4 h - wrt!rr, I,tt .1 Ll 1 11.... J 1 . �� IR•n:Alt.t; 14a0nrtll?:;u.at,.t!ml . ..� r " aV Gull , APttrrntr(f1 Timrlat'e -T'radr (Pert(ntP RKctOt: tit L11;tll Itl:ll'•cl- mnllre, thr tolln:`.II•', Coals 11^111 furlh,•r A))......:................... 10.6 to 13.2. Writ`• ttrurt;t l,l + fr,r It1h1•`r 11v 11,I11;'I(k.-I. e.t r:') GtATE OF nCLA e:A1:E Al,r:♦ ' n,,l li r. l 4o Iuctultrlt In r'I1 Ped(•ral(it fcrtrr,lll' a aL:l• -_.._ _-__--._ ---.-- -- __ Argo ccvcr,•4--Slr.lc of 11r1^t'.r,;c• 11 ffhlRA :11G!S1fR, V01. 43, 110, 61-FRIDA-Y, ArklL 7, 1970. ^, - /1 t' 1. r r.r� r'.� /\ '✓ �>7 %5;1 ( ,l/! ('i. ryr l:/� < ' r� r N0710E5 11JU1 .,:.l.a AND'rI6II:r,1nLL4: QOALS AND TIMMAtILS-^CO1ltllllICIA L0l?1NVt(.LF.,lcv,AREA - Area covered-Adair. Barren, Bullitt, 'II nb b O :d In ade UAI Uoitlw C(real. 1• mkindsoll. ctrn}son GI' n r , tucnrntl Tlmetablrs^ TTadc .. (percfnU Ilrtltlln, littrt, Itinry. Jrffcr o I i I,a . --��.-'-�.• .___�.-..__ _.-_--.______�._._----- ----- hi!:idc. P:cl�ott. Ohfllatn. ;iltrlb). Stn'ncr•r.. itll foltt,er All.......................... It to D.• Ttollf-makers........ 21.0 to 30A. _ Tayl.n', Tl1LOW!'. WAIICrl,- %vio'hirlc.lvil Tile Find lrrrnr.au 23.0 to 34 0, Count 1,-^: KvllLucky: ;tit<t (,fill:, I'9oyd, an(i - .--_....._-_._._.__�-- -_--- workers• 1lnnlson C'o.tnllrs, Iwl. VA.. .................: 23.0 to 34.0. PIfI I,Sh t:Li'`I I\. ,t fl r;.t � - - ,Irr,t rep r), GOALS AND Tir.IrrATILES nnt(:'.nnri;' ntl'.I I'llil.ul,ll`hla ('vuntiia, 11mlom IV L. 'ATLAN-M tronclA AREA Tlutctnblc. Tr Fide -(UrictA'nt) , Cio,V1:ANn'I'lM):r�uLr•ti it Counrd.-At.lanln.. Ga., SIiindard -- ----- ---- ------ _ Mr tiopolllnn Stn:I:;:l(-:ti Arta a'ltich Ili- Uctn tuf1b,!r All........................... 12.0 to 16:0. 'I'Inr"(nhlc Tnidr - Gent cltidrs k'uilon, i vli all), 'Col.tb,.Claytun rind antler. ilwrcent) 0"Kinnctt COUIJIL'3. - - -----'--- ---- ,tll hnlhrr •-.••.Irnnv•rlrk!vS ::lo.2t1. --- - GOALS AND TCr.Irl-AT1LEi i,r tier, Yh)mhers and 10 to IA. MtAMt,FLA.,r.R):.t pl).:(liters ZO 24. Area coverer'--Into County,'11-%. t0 Goal Klurtwetnl 19 to 23. riniclnble Trnde (percent) x(,j krri. - -- -----__-_ _ GOALS i.Nn T I MT7AU4•E9 - );Irclrlrt+l vnrkers 10 to 21 Until further Atbc-Mcs workers.. S.0 to 10.3. _ - _-- 1;Ir.Lntor 19 to 21. nonce. 11rlrklayers........... 18.3 to 18.2. C(,asn 111:1.1ml Cat)enters............ 11.0 to 12.8. - w orkrrs. Timetable Ilndc (precutO Elrctrlclnns.....:...:. 10.P to 1.2. Gln.lrrs.................. 10.21u 12.2. 1111VIu11Rn11,PA.,AREA Ironworkcis.......... 14.0 to 10.0. Until further All........................... 200 to 40.0. btctFil L.athers....... 10.0 to 12.0.. nut.icc: Arta covered--A.IIr.Chony Coitnty, Pa. Yxhttrrs................. lo.l to 12.n,. ---- ►'lumbers....:......... 9.4 to 10.9. r GOALS AND•I im Tibia:-`: - - VipeflUrrs.::.......... 9.4 to 10.0. NASITv II.L£,Trilw.,Alt1•:.S .................. 24A to25.8. T(mt•lnblo Trade, (Joal - ltoolrrs.................. 18.0 to 20.0. Area Cul'rrcrf Nasliville,Tcru1.. fp^recut) Shcctrnelnl:......,.... 9.5 to I1.3. F,rinklcr titters... 8;J to 0 9. CIoALs AND TIvr:TAru.r. rlil Inrihrr Actn•:Lrs wnrl;cis., 21 3 to 21.8. U;,cratlnB 24.0 to 27.7. pal ire. 11..11rr,naklis......,. 1:.tl to 37.1. cnglprr rs. -- - --'_ - ' 11.0. Elccator 9.0 to 11.5. • f ar) ,der:'......... I1A to 1;1 IrLstallera. 1'hact ble Trulc 1pctc tlt) )1 tr.rinns........... 11 J 1„20.3 ----------- :......:......... 70.9 to 3U A. tt nMiNCILA;d,ALA.AREA Until fur wr All..................:... 10 0 1.0:r0 0. ImnaorY.crs.......... 2S.S1029.9. nonce. - - .:.......... I2.'Ito 11.8. A'ca covered--Jefferson, Shelby, and tit"ruttntr 44.Z to 48.3. V;alkcr Count l(1,s., Ala., ^- --- --- -- --- --- ................ 16.4 to 17.9. C1oAi.s ANn TImVrAD7.US iZF'a101; V 1'tm;tcrrrs.............. It l to 11+0 - .- !lamb-.rs.............. 7 11 t'�1,.2. _-. -- -------- r:.... ........... 47.1 toFO 1. - Coal, nTCRPN,UtIIU,AREA chrcUnrtA1 70 0lu 2,1.9• Timetable Trade (parent( Area 6)vcied-Si l in:ill t, F'otta0 And t w ri 1,•'i t•. E.trnml!ltrrs.......... 10.1 ro 12.9. Medina Counlics,Ohlo. 1'6 to I6.0. UnIR further AIt........................... 20 to 24. All other................ 21.0 to.11.5. police. GOALS AND TlMilAnl ES `b'A':HINGTON,n.C.-AR%:A C)IA)ILOTTF., N.C.ARF,A •�- --- CiU:,i 'I lutrti ble Trade (percent) Are,:. !'a:'rrrrl.•-r)i:•'.r;ct of Colum';;a': Ihr: Airo` corr.i- f-t.4erklenburp and Union. ---.____---- - -�.__ :u:: the \'�rr.inia of Ar• '.:1..'.;:•. c:tivs of AIr,,Rnarla, I•'nli'a`t. pa m part Commies. N.C. ' Until !u:lhrr All:........:................. 10 to 17.1. i'I•e:clt: con•Itl�� noth•c. ton, 1 uirf:ix.'Loudom-'. nl:A I':i:r.c Wil• Goa Ls At:n TImI,,T)kit t.s `111: And Gh' t•i:ttyl.lnd-CMOI'.L's at Lto:tt• - :::;trry lied 1'rinhI-Gcol(;es. • Gnnl GOALS ANn'1•I r.ttaAUt.1:5 _ 'l'linctahle - Trnde tilcrcent) •CANTON;OU10,ARIA _-..--..--_--- _ .-_- Area ioccrrd--Carioll, fiulwv-;,Stmk,Tw;- _... Until further Alt........................... 24 to 30. lira( cnrua'a<, find ��n,tie Cnitntlrs,Uhtu. l"Alre, Y'lmtlahli•a i'nrdo tpr•,,: itU _.._-....:. - -._..._�.--- "..."'-'_.�" GGA15 AND'l*t t.u:t'n bl.la :-:J Ilirlh•r 1''trtrlr tan..,......... .:G 0 to 37 0. fA2 t•'•+^Y,1.T.C, T1 A. AnC.\ _ ._._. ....---._..__.._ .. _... wtttcr. 1'nll.r1,Anil 15 0In 430. Arcu C61'rv-d-.141t•a1 C0a"4.)'.I'la, ---.-- ---..-_-.-_ . (•ap.tLnntr�•iA. Zl,y.rinb10 Trades (p,licrnt) . I'1+,i r:•'•i:•, 25 0 In 30.0, CWAI S/.:tn TIht17IAn).k9 - - - p;l•riitlrir,And - Alraipllttrts. - - (hi(❑full-'.rcr .A11............................ 4.0 tr 1"A. iwo tcnikrrS........ 1;_0In 4.10, nrt6 !-lilt fotlhrr btu rilm:nl 25.1 to 31A. notice, wnikrrA. _ _ Tlmetbble 2'rade (!arrrrnU . • Elrt ill or 34.0 to 400. _.-._.__-. __.�__...-.__-^ Cn ICAC0, IIA' AF.rA .r Cons 11 u:lora. Unlll furtl:tr All...... 20 to 23. Afbrslns workers.: 7t,.0 to 17.6. I 4 hoTlre. i•„t•r•r<r(-.Conk, p1�1'n�+. ICn�.n, 1:•:t`, , Fin4 Will Cotu)lly n. 51 FEWRAL FGIST[2, VOL. 43, ►O. E0-FriIMY, APAIL 7, 1472 NOTICES 110At.t Alm TildmAnLE9 00A1.9 AND T:hIr.TA0Lr.5-Continued CI0A1.8 AND T)AIETADLI'S r coil Timetable . Trade OCRi 1 ' TbOctabic. Track Goal Timetable 110do (p+•rccnll (percent) (LwrccntI +Clnlil tut Mer MhPale;woiltrt6.. Oo a In 10.3 All other................ 17.n to 1C.e. hn111(urlllcr Asbestos wo(kers.. 32.1 to •7 7: I1nUrn. 1irlrklaycrx............ 15 3 to 0.l, -_-_Y riollcc. llric kit)u3 .......... 17 It.t0 19 S. t.;I,, Ikt0rs............ I I U 10 12It. Elrctrlclnru........._ Oa O t0 07 S. E;Ircrrlt D•n':........... 10 0 t0 12.2. DAYTON. 01II0, AnEA Elrlator 15.5 to 18 n. ( 'ylrl tit ur OU:O to H.S. btt.tuhr rr, Area Corr>cd.-Crct nc, Aliaml, Muntsom- v-iistrurtots. CIIn:Jr ta...................10 2 to 12 2. cry,And I`rcb1c Comm Ics;Ultlo. Airv.lers.................. 25.2.10 i,n!tantko-ut ....... 140 to 14.0. lronaorkrrs.......... it 0 to 14 0. Atn110 Ittill+-r[......., 10.0 to 12.0. GOALS AND Timi.?ANi.Cy I-Athrrs.................. 21.1 to:J.O. "r• 1'nlulcl�................. )(0 to 12.1. - - Operntlnit 07.1 to 00.ft. ' 1)imhrts......:..:..... 09 4 to 109. __ enf:b.errs. 1'It'c(IttcrI....... l'9 S to )0"9. Palnlri................. 22 4 l0 25 0. 1 •. Timetable .Trade C1on1 Pln:ter•.ra........ 24.4 to 25.B. (hererhl) Piastelers............. 21 5 to;O 4. }ioo(crc............. 180 to 20.0. -- _ ^ rft ` •. � ,.� bhrehr.rtnl •.•• U9.5 to 11.3.J Plumber+........:..... .5 S to.00. tvurkrrs. Ruo'(crs.................. 15.9 to 18.1.Until lurthrr All...................... ... 10.0 to 140. 6prinkicr fillets... 03 1 to 09.9. notice. 8hechnctal 09.3 to S0.£. U I'cr Al loft 15.1 and -- worStrank(lUcis.......... 14.9 to 17.1. cnniurcr.., nbocc, DETROIT, MICII.,AREA All other............. . 1.4.1 to l0 1. cINC1Ni+A71,01110.AnEn Area covered,-Wityne, Oakland, and Macomb COUntics, hitch. rronu,ILL., AREA Area coverNI-01do countlr,) (If Cirrmont., 1fanlilton, oncl Wgi-rcn mid In 11w Y.rnlucky COALS ANn Timr.rARLEs Area coret-M."Peorla, Fulton, T.1-c%�ell, couldir,7 of )roan('. (lnoopuclt, and Kr:lton, Woodford, Knox, Stack. I•iartiilall, Ifancc,c ., ,r untl ili the lndl:uln county ul Dvnrborn, --`-"--'- -"` "- M Lson, N10'ca11, McOnnnur,h„ lIcnd.lsnn, Timetable Trade G061 \tlarr:n, 7,iclnEston, }3urrnu, licnry, al;a •1 GAA3.3 ATIU7•iNt'.7A.ULr.3 (Percent) 1( Futnaitl Crlmtics, 111. --' - Untl!(urlllcr }:Icclrlclnns........... 11.0to 19.0. notice. Oh('tAllnl; 10.910 18.0, GOALS AND TuM_,Ant"rs 1 Thnch%ble. Tr ado (petccilt) englnrcrs. .................. 10.6to19G. l!ntll lurthrt Asb(-"ns a.tit 1,crs.. On 3 to 12 2. 1'nb,lrts................. 15.0 to 17.7. Titnt lnble Tta(le outice. IinllcrmRl cI.N :....,, 08A)to OC.4. Rlf.Rcr:................... 10.0 to 1•f.7. 000 l0 10.7. Iioolcrs....:.:........... 15.3 to 10.6. ;I I:Ir tAtol 10.2 to 12.7. 711c,t1•rrv.7.o 15.0 to 17.B. Until further All............... .... 5 0 - totU4lruclor9, - marble porkers, police. . i:nr.lntrrr 2S 0 t0 28.4, Tile and marble . 16.0 to 18.5. <st,ollr.narpl, hcipels. ----- 1 ' floor).+,trw .,..,,. 011 0 to 10.5. Tcrr:c•.eo hclners.. 11.8 t6 19.5 ') Cihvlcis ........ WI,I to 11.1. All other................ 113.6 to 20.4. ROCIVORD, ILL., A tEh l.alhcr6.................. 4,7 3 to 10 8. , mrobte,.lh..nd OB.3 to 09.9• -VANSVILi it>n.,AREA Area corcrrd.-Tloonc. Winncbai!0, cr 4 trnr.r.o plivrlson, De K131). OFic, Ix-0.nwj Jo Dn,,P,.5 wockum and Area covered.--Vandetburrli County,Ind. CO3l)1tics; Cherry (,roce; Sl.amicn,.. ., . bell,crs, .� MiliavlChla........... 09.1 it)MI. GOALi.AND TiMFI-AIII.ES. ,Crcck, Ulna, Wysox,. and T;I1;h0*n Tc�'-I!- I'alntcrs................. tl o to 13 5. ships in Carrell Cc,n1t Pto,IIIIrrs............. 100iu 12.0. Iiui�!(ins, Sterling Nuc)r, At('i1:1 nrel v. ,I Pl2strrtrr............... 05-7 to 09.6. Timetable Trade GUM Talr.p.r.0, and 1S:;hna! an t 1 1'1•.n brr,:............... 10 0 to 12.7. <perccril) { Shrctr::^rat 10.1 t0 11.3. _. ^_ whilc'sfde County, Ill-. ! All outerr...............: 110 l0 II.S. Until further Ail........................... 0.3 to 7.0. 1 notice. - C,PLLS At,U'I'I V.r:I-A:i 1,r.3 CLEIULAND,01110,APEA -- •'� _ r03(T R'AYTaF., 1ND.,AP EA. TlmctAblr 17od^_ +`J(in:l Arra ccccT•`tr A ht,n(i. A Wpi)•,Ii•i, Craw- ` (perrrc.t) hrrd, C:uylihul,a, 1-: r, (t,..rtra, 111110t), Y,:.l.r, Arra rnrcrrc!- /.rinm.�, Allen, L�cKaIU, I,or ln; :'rn(iu;ky, n'1;1.`rncra COuulle , IIltntiit['Aon, i;a(,rrmVe, V1,ble, Stcubrn. 2- Wells,rt)ld Vlhillcy Cctiolics. Ind. Until pother All.;......................a. 10.010 12.0. ti OIilO. notice. i Gowl A)<b 1lr•!.7tirrr.tl COALS AIM'rLI.1I:TAl1LrS --------' - f r� • �_......___ .� _.•_-.__..___..__._' .- _.�. -----'---"- ' SOU7)I br.14n. Inl;.,Ar:rA 7 Ibiletnbio _ Ttada. Ccel T)nn'tnbic Trade Goal (tx'lrrnt) tperccnU Arra Curcrcd.-=51. Jo-r1,h, COuuIP, Ind. lI -,Until further �•`Alt RIrJs wrol;crs, 2.,4 to 2F Il,• Unlit hillier I'lumbt ls.:- -..... , V.2 to 06 5 " (]UAI S AM)T:TtI:I All1.1 r notice. Anbrzl•, anrkrr:;.. ?U'1)w:!n, police, t;lunn,ft!lrra.......,., n'• 2 to OS S. llrilt'tmArts....... 1•' 3ln Ulll C:nr{,rnlris............ U5.71noE:. I.mlul,le .I _ lit lrkln)�is........... 21!n to 2!,::.. hri(l.ln)cls............ 0)J to It,4. 1 pr,0 10.01 1' E:Icoill-Izn<.........- 0-,:In r;S S. •� ('rm-,l n,:r tn,;...: /1 1 10 42 2. - t;hrcnn'lol........... al 1 to O5 2. • 1:1„I It,htr,........... 15.: t„ IC 1. It Otltoli(rt:......... 01 J In vn 4. Un'II ru(lnrr All........................... 8.0 rJ 1:16. ' f - 13,,nlnr :01r.1'.12('. QI+rY•,ti•,a 05.2 to Cr•.0. nnl!rr. s - In'tiIlnrl,•r'v. -r11a1nr••I.:1, - __-__ ---.-- _.----- -- -- •- 12 • Ciotmot................... ..... 11 t 10 1�2. - AllWirtT,.�......... 11,to 0110 .. --- irrnr,oll.,ra.......... 1l.110t11. AIIMhrI, •� O7.11oO8.0, 1'nl;,t''ts............ V,.7 10 :C 4. TOI,L!>O,Oitto,AR'A 11Ip•1wi-is............. 11.1 la 11 v, - .- Arra C0VrrCd.-hc1-I!MCC, )'upon, Marl,:••( l VIA-Al Ivli..........I... Jl.a t'•..1.2. IVOIANAI 1114,lai'..,'AlWk 1'Inlharrs.............. ,n,dto>I4. 1icniy, (.u'.I,a, Otlru'n, \VUlliu,s, full_ V,tl,;, It061cra.................. u1l.Y to JI.U. Aren corrrrrl, k'u(tull C6,mity, Ir,(l. coutlen, Uhlo. 15,2 i ry.vPAL krwsiru, vol, 43, td0, 6L-Fk1i+AY, Mill, Y, 197u NOTICIS GnAL9 A"D'I MVTAe1.1`3 - BOATS Alto T4Al1TAnLKS - O11AIIA, ;W611. __. .�._-•- ----• _-- _-.. Ar„(t cot •ri f ?'hnipy mid Itm,l;l's �'ltl'ri l t10 9'._1r:17 „ (It'll Tlnlrllh,a Tattle, - Goal tics.'Ilrl)r„ f'nunctl Bluffs. Fut.(1 (illy 11n11Lc [p�rctnt) (p+rilnt) urlly"). ,!!I furl ,-.,r All............ ......,..„. 11)7 lr 12.1. Until lw0wr kJ .......... ......... 20 to 73. GOALS ANU Tthtt:TAW fs not lr•:. Tintrtablr TIAdr (;nn; Y(list:C i1,lt N,4111111. AIWA Till-SA, MCI A. {•nr 0,v,Ir,l- Col(r,11111.111'1. tlalt' rinl;, ,tiro cutrt'-d-Tulsa. CI<'rl:, 1`1n)'CS. Utii!lfurthrr All................. ..... Do to100 a,J'I It .1 t•tdt t_'a„n'I',,,(`111o; -111d 1.1•)k rend' ftuit CJ:t, .0"All.:ko", oil, 1.7(t tv nta, „ntice. ,, f ta,•rrrr ('on1)th ;. 1'n. C'Inll:, C)ll:I(ta. I!r:a,clrr, C mill;±et: (north- _.._.....__- _ -- -...-----_- rro h;11f), (Ilc'I,lin(t Ilnc lll'hti:(}' 14; O.I.1rc --~ ~� - Ar:UTI:nrI11IILl::t (r(tAtt11 111M), (HO:Ilnt: HOC .IIJI;hWhy 18; Fr. 1.oOI.s, 1,10. __ _ _. _ _._._..'..._ ......._.. Fill% . ( -au'tcrrt hAl!), I(n(i Payne (cns em AIra coucrcit.--cit.y of St..I.oult, and. . '111,10,ible 'roar (10n1 hnllh C'uuntli'3, Okla. St. Lou),] Cutntty,.r._u. (ptvrrUU - __. __._................__.____.. :.:_.-. GDAI,ii Ar[D Tlpt ETA ni KA GOALS Arlo TIMiJAnL1:9 f•IfIhvr All:....................._. 8.0 to1.l -� __� -- ----- =- nc11.-r• - Timetable Trade goal TlmetAi,h• - Tr a(tr Goal - (percent) (rarcrnl) Un111 furt.hrr Ttrlrkinyers............ 24.0 to 25.0. Ilutil Iurihcr A::I, Aoi v:orkcrs_ O:i.2 to G'.7. CT•PASO, 1r.k., A!ti:A t)olice. Cnrpctiters............ 17A to 111.0, nuUcc ltOi�ennnkr1......... 1-1 U 10 3; 7. " C[vnc:nL U1a•,on5.....21.5 to 22.5. Vllcklayc,s.........,.. I G to 1a.2 . ArrUrVCr,e(f-•Fara',0.I'CocIty,'rux. Floor cot cis.......... 12.0Lo14.0. CPA Pclucrs............ U LuP8.9. Glazlcrs:f•Ins.c 14 7 Lo 17.1, Cl wcnt and 13.3 tc IC.S. GOALS A.'tn I'1 L!f:7AkL!:S IA o;kers. - concrete Operating 21.0 to 24.0. fhd terra. . lacrlrl(lr.0.:........... to T'ImrlMile '1'r I,!. Goal PaIntrrs................. IS.n to 20.0. - 1:irl;ttu: t:i;.') to d6 - (ncrrcnt) Pipt,-Wtci5............. 1U.0 Lo 12.0. Con;t,uctor5- E'lur,6crz............... 11 3 to 11.2. Gi. te,:................... ?d1 to 54 5. !r,til lurthel All...,... 55.1 to 66.2. lioo(ers................. 12.0 to 14 0. lruu,c(,4.rr'.......... 07.0 In 111,. I-Llm Shcetnidid 03.0 LO 10.0. Lathers end 24.2 10 29.7. ' worYers. - plaslrcer, . All Wier trades.:.. 12 O l0 14.4., Oc)crut!)g 13.2 (it t,,t r;TO•r,t1)CLA., AitGA -- --.--...---. cro'lricel s, Tulnlor::And 25.1 to 2).:. A, verell (:'nnunnn(he CuNtit}',•Okla. REGION VIE pap rhnnt:,•rs. ; " t 10ALS A•in'17►1 L:I AULLS _ P1u mL�•rr tend 1.:(.':to 15.4. KANSAS�C ITY tICANS.)A[;0 U.t U.) piptll'tt-ra lalc Arra Cot'CIrd--Clay, I'I:lttr, J:ick3on, s RlaLva an.1 77.1 to 19 b. rs. 7IV rtihlc T1n•lt• C7n l Ilalc.s, Carroll, Laf'IyCIIC. 11:1,,, JohIisoil. S1lrrtrnetnl %?.Ylo 21.0. (prreent) Ilcnry, Arid Cass Counl,ic:t. hto., and ',Yyun• nurkem dotte, Johnson, and hti:iini Cwultic;, Knn;, Til,::•rttcts and 00.8 to 10.4. i1wil for'lwr All........................ 16.4 to 10.8, _ V triv;:o not Ice. GOALS ANDTt Gl}:1AI113,S P'ui ker5 Artti.., Akf:A -_-TI(nctlble '----- Trade Goal - T[;;•e l<A, ISANS.,Arc - r"ourit ,Ark. (percent)o rurr rr.I-!'uL',sta y p ,trc%: cut(rrrd.-�Shnii;u�(' Ce:ant.y, i<ar�. Cin.vs At+n 1't nt LT'nutrs: lhitll{urthcr AfAi,;.stos uurkrrg,..I0.3 to 11.7, COALS AND'TIRI1'TAO'_LS nuth•e. 11allcrm8k(•r.s.....:.. 05.9 to06.4: 13ticklaycrs............ 1!:4 to 2U.7,. ---• _._...._____- .-._-__�_._.... - Twict:•blc Ttt,,lc CONI Carpcntcr5............ 05 D to 06.9. Tintclahle Ti nttl ; (pe:crot.) Carpet,Ilhol(lon 05.5 to 00.4, (pctccnl) end rcMicn: _ _------. ------ ---------------.,_.y_.. floor dccul u.Wrs• ............ DR n l0 10.5. Optil f:.:lhor All................ 25.E to30.6 Ccnirnt m&A oto.:, 25.5 to 26.5, U.it'd (.1(:hcr All............... II.0Ice. Ulct'Ator OB 2 h 10.7. nonce. -.._... NF,\('nItl r.A1+5, t.A. lacctrlclaN•(........_. 00.0 to 0.4. ItF.Ctoh \1111 01a:•.lcrs...................(10.3 to I').5. Art'(• 4o!,:••r(I-earl-lit;I of Or Irnivi, Jrf(rr Llthcrs................. 14 5 to 15 6. COLORA00 lirrnar i, `Sl. 'f;uugt:'.n�, 1. C'ltai 11:(, 1IA1hlr rns. in.t, 07.5 to 09-0; F.l, J' ten, I,ll ltr,h.','F'l:((nt'utlnr:A. 1V:Ltihlnp.• ill"Litesp and Arra coveird Slnlr of Colorado. Lrrrtvso O.n Ls AN I,•hI h11?A nix anti.1A.An1w,ii.' hlerhle and 111r 01.B 10 051. ht•Iprro. - ----_...._ ..----....._ ----. oporrtulit OGA to 10 D. f tend AFla Tr dC. Cfcal t^r('a r.,lvrl t tl to n tf;1 rf lhr. 11111u11.ti f;[Nl• r11,011 ••tA. (Crrt Vitt) trnl Itl(. P'nit,lrrh................. 14.1 to 150. 'AIor. %-m-rred 1. opkitlirnit '1( the Vile f'll'cl(llcrA............. O6Dto01.). 11n;ltholhrr All....,.................. 131A1<. ff1:r•t 1' l,.Illit IAf I'll•. I,Itlot,:1(•o 91111.1 '1'aitra• i'In tcrrra.............. Inn to704. itni,rr. 11.tlt •a 11all.il Ilrt• n(IJnrrrtt it(irll Nru' Or. 1'hunbrra. ........:- oil.1Lo0+)1. --- ---`-- ,Irul n,J ll;iltm It tttrr., ltMtfrrrt................. 14 0 to 15.0. -.. _- _._......_- t•,'.'ra rQ Ia '•nul Itriv 1 of I•. Itllr• drn'vil Ghc<Ur,riAl '0'LO to U;1.J, FtTC1Ut1 1:�. Iri r town tit (irnnirlt y lu (ter 1tr 11,1 of aorirter, I I11rS1'r,i,tll t`f :�'. J.!nI(':;, I lfnurchc, fltl(l ALAM�t1,A L'(tU tITY,('Al.l�.,AailA f i111 n(h:r!:a(tre 11.<to 12 5. A sulut.liuu 1'LrIsFIa(. __ � _ _ Arrc (or[ e(!.--.Alcn:rda Cr;Ir.ty, Call1. FEDCRA1 P.101SICR, VOL Z. NO. t�-FRl0AY, cif. 7, 197C ; • r 1 HOMES CIOALS AND TimicrADLri (%OALS AHn TI:d4'TAlILR9 - - 00AL3.AN0;Timr[AR(.RS-•Co:}tIoucd Thnetable �- ,Ttado Goal ~�Tintclabie Trade punt Timetable Trndc - Ooat ' (percr.ntl (lxr<enl) (percent) Unit 1 Gtrtl+cr All........................... 20.6 to 33.0. Until (u,rtl+cr All..........,...,........,. 21:7 to 75.1 Asbcetoc Workcm 40.0. - ARIZUNA MON7}]nGY,CALM MAiro COUNTY,CALIF. Area Cot:cted-State of ATIaOIIrt. Area cove red,-Montcr0y County, Calif., Area cot'rrcd-:inn Aintrn County,Calif. rnd v:Ilh(n the Jurlsdlrtlon of Ole*Montcrcy C70AI5 AND T1 S'L'T.AliL!.9---- 11 --- (701.L9 AND Tlr•tF,?A171.I:C4 County 13nl10irltz & Con:antcticn 'I7arles Connell;Ah'1.C10. - nhle Trade -�.-GCn1 Tlrnrtnbtc-- Trade Gory Tlnicl GOALS AND TIr.l i'f'AllLES <tIC[crlll (percent), 1 a TlinctAble Trarlo don], Until further All........................ 12.0 l0 14.0. 1 n1U IulUlcr All........................... 15A .0.0 uollcc. nnilce. (perucnt) -- - - - I - - Until further All........................... 27.0 to 20.2. SANTA MARA COUNTY,CA:.Ir. j CON7 IIA CUS7A COUNTY.CALIF. notlue. Area corcrcd Contra Cwtn Cc)unty, (:nllf. - Area covered-Santa Clara C(%unty Cttllf. OOAr,6 AND T)rtumfits:; NORTH DAY,cm ir. r Area rovcreil-Sol.11o. Nnhn. I 11 e.'T,Iartn, 00AL5 AND I'1:d if1 A01 rS Mendocino.find Sonoma Counl lcs. 'I'tntclnbte Y'r fill 0 00a1 (D!'rirnl) (IOALS AND'1*ittT:(AbT.F_9 Timetable Trndc C)oAl- s - Unt!I further All ... 17.0 to 1P.S. -- ---- n.dlra. TimMable Tre,le Ooz1 Until further All........................... 10.0 to lt.i. (pelerut) notice. YRt:.Tt�COVI;TY,CAtir, .Until further Ali..... ........... 10.5 to 12.6. r trca cet rrcd. 1'(rsno. Nailer:(, )CIn[ notir:c. SANTA cnuz CC•VR'n'.U.1-W. 1' rid TU In re Coun!ll.�. UiiHf. - -- -- -- Area Corercd-Satita Cruz County, C(;i!i. SACRAl,ti:'ZT0,CALIF. GOALS:AY.n I IMI.TAl'IXv GOALS AND TiMVTA1:LL5 Area coverrd-Sacram.n,to, Yo1% Aiiirt6ol, IRrCI', 1'l Dorado,Ncvada, and 61crra Coun- Thn!tahrC- - 77nt1e _- -C;nnl - - its,Calif, Thnctr,blc TIit Go l '( (ptricrll.l - (prrc,nt) COALS AND TIM))TAI,LCS U+,tll further All........................... 200 to 27.0. Unlit further All............. ...... 17.0 to ....... ........ _nuUee` ------------- - - -- --.__ _nollcca-- -------- ---._.ThnclablC Marie Goal (per'ccl,t> ( LAS VI:C AS,is L'V. -. _-_--.- .._- -------- _ _ PEGION X 1. Until fur liter. All........................... 17.5 to 20 0. Arca covered.- Alva of 1i;ihdlct!on of thr, 1,uUce. AI.ASHA .1luiltlln; E.; 1,011Mitit11ull '1'r:ulcs Cuvl:cil of ---___.---- -----. Area Cal:r.rcd--�tnt^of L'1r,rF, L.!ticoln. Iv,'c (.it,] Psn}rrr.lda Cowl- , SAN UIrCO COUNTY,CALF' GOALS Ails Area c•ovcred-Sun Dlcgo County,Calif, GOALS A1:D'DmF.1'AnLL$ ThnClt,bic T+hdc Gnnl 7'Iruli h1n Tro.'e Cinni (1,(-rcrnt) Tlrorinbin 1'rr.dc C)u:,1 - - (perCCt10 U lilt fur thcr A:.brzt,s aor!.rrs.. 2c.4 t"'A'C. '-` --- u0IICC. Cnrpenlcrs............ Y::': Iv.:•C.O, _ Flt:rlrlr;ntt,.......... 2:,:7 It• not ILC. - Ifrlt'r.lnYrr.v............ )u.b! 11 Uolllfurther All.......................... 74.0 to 0.0. lron,cotrrr............ ;.•,.7 to^,1.0. notice. pelnlit, to L,6.1 :O. en CAtivi'•i.t... O ......... 15.2 to}'t.S. -__.�.- engl:lrcr7. j GI.lzlcrti, 16.1 to VIA. ).'nuit<rs............... lloorr.ulr,err, S.AN I PANC•15c7n CITY,r.::n COUNTY,CAI.1F. I'llo drhrrs.......... :L.1 to 0. i pnlnlrts,lnt,ric ,r find Area. cut e+rd-C1,y s.rr; C ,unlY oC :;fin. Ptc,.!„in nl,t cs.t (c anllrnvercrA. 1'r^.ncl::cc,C lilf. kirnn•lit trra. - );`In••ttl:r............... 21.rt to^.^.li: hcofrrs................. Z7 t,10;.5.'. I'lumi'l I null !h 2 la 10.2. 00ALS ANC•I.1111:TAIrL1:S Shct'n.(t:a ''S.G lr::u. . aorkr,a I'll"(11!tI•I. ._-�-..__._..... TCAr•,�tftF.............. ii A:J:1 r r•;fitl:rr.�. T:,„t:r l•IC '},c.to- Oon1 All 011.cr................ 2l: 1c,=11. 1':trod,•,'Ir,:r.nl1 -Jn,l to 1J:I, (hcr: • All olnel trnd•S-. 111.0 to IA',. Itntli further ),II:III,II,I,• 17.0. PACCO,\l'ASi:. ' _-:.---------•--• nutIce. 1'lulntrr:', 14.0. Arra covered-11w +Itch of M I,II•rutt.•repnd (lie *:olllllrrkAlrrn LO:tANt.rr.r; tnlrr+T1' cAttr, - �ir..•nnn,t., , FU,rll,.r.l rn,rtil ::0.0. C•ln.tttit: Ic,:l ]tntlrs ('rt':n.,: n. l"Co, 1 Arca colv'ri•,f !ten 0f ;vlLtll'tlult,n: 1!tr. of lirnh•n, }'rl.ntilln, nn•1 \'.' I:••, l"nl:lt , :.n• { �.utter b, Loa Anl•t It:i )li.11dlog 6a Con-iturtloll (:beet u1 19.P tier,, CJ1"\ul C t u•.:,' to Il ,.h,nY 2 1,1.,1 '1'rr.Oct;Cutint II• *rri_' 60ICt+lk'Cb! COI n(cr of i+,Lunn l o,11!:y, ', It l) { 5 4 V01, 4 11 l ; 01, �: ct .•I. i! 911 7.,1', r„ NOTICES 1190;; COAI.3 ANU Tim-nif31.1:9 H703 A1+1 V.•.\�•.!, 'it're(t CO DCft.� �t',l 1 ll i,(Atl t_'Utl tll lCS. :ii:Q• ., , - 1'Inlctahl TndO Qoa1 knnc, Whitmmi, I.lnrulm Ail:,rris. :Aevon.:, (pm-cnt) 11011d 01,111,% ColotlI i:l, Carlicl,l, _ —�. i'errp, OP,nnut tn, t:llr; it, Uour)as ;I;ttl 1 Unlit forthcr 1+.il,lutnkera........ 12.5 to 150. Grant Lurclh of 1:1i.ttt•'.t} ::). "w'( ill ionrt,:r. 1 ni+t+i.4. ilrlrl layer'4-t......... I r,to tl S. tion with ir•liAl% t1,11t1tuyt.leia, Cnr;rc.,trn....,....,.. 09 8 ta, 121, other cuuntlC; Ut.li:Jrtl is rrsrr;ittlo:a In. G.u+r:tt(iniMlers.'t 11.5 tr :10. corror:it lnG p(rl:l ns u( ti)e nt)n•"'r }aceirl;.an�•.......... lC.9i 123. Id.11to:" 11nan,'..try. Uim:nrr, Knotenr,t, ,`tllo• lront,o+kcrs.....,.,.. 10.0 to 12.5. ^tiOnC, Ii+nc":alt, Lat:,il, C1,:ir t'atcr, C11,r rnr inr 10.21017.7. I r„�Incrre, 1'em" Lrti'i and Idaho, nt cd In cunnertlon............. l0ntol^!. e - nny otln'r tr-tri- r l'„Ir,tcra ..:. �'Ith Jn+ilan niI>lo�'ment, 1•lun+hrr and 09,1)to 12A. .tort' l:T+:h!d(.d tri"rCscrettliota. hart of t h:Ox 1111rr.s an.,In the above Counties. Shcclrrtclnl 10.4 to 11.1. i. Wad('rs, Lnbnr.rs.............•.. 09.5 to 12.0. GOALS AND TIA:1:CAI3Li:s All olht,.r................ 10.0 tc,12.5. i• I r _ TinictOAC Trade Coal MITI-Atl)),OR Cr. (pet colt) Arr(t cnerrcd--i,L,llnvinnh, C;1c1,nm:1;, "`��-• •- -- -'�.-'-' i nn4',ya;hlli);tr)n Gunrtirs, Orr(;, lentil Nithrr All............. 2,0 and rwt Ica, abort, �_. C OAt.3 ANU'l`1'�41.rAF1LF..4 'I nil t4ble. Vad4 Qo11 1 (perccnti TACO tA,WA.S11. - Vnitirinther All........................... 6.Dto0. Area coturd-Plerce. 'fhnrsto'n T,ir.:;cn, �. roite�. I{-a(s, Crays 1larbor, and I':,�'i1p �.,itt:}It•R, I " 6FAT!'LY,',Y AS31. . GUALS AND T LML':!.I10ES . Arca Coveted--I:kti; Cvtutty,Wash, i GOALS ArW Ti?.ti:"rr.Dt.Hs 'Fl,tct-It le rr.ide Coal ------- --- --- - • tper r r.tl Until further All................ 17't.y 15.0. ^-- -- --- - -. _�,-...-- - - notice, , fu,(i:c r All-.................... a o to 11.11; -- — t _..._-.- . __--»_ [PR Doc.1a•cacs P'llea•1-6-72; 3:•1,nirl j /RLC►iAl. t:rG:�"t'i, VO . 13, i)V. f(t -Ir.1j)AY, l:F'r•.U. 7, wa gin,. i � #rl �0�i� � p, E UPLOVEE PITS 111r'Eta � Contract No. __-=---- ---._- - LABOR GPh.JFL1A CE Fed. No. and Co.-Rtu.•P.M. - • -- ---.__._. .. ._ _.. 61"A C.®Y�L E.l� �"PP m T��A'�I 7 Y EQUAL F Description ZF FILLM IN BY UJIMRVIIW/ : (Uinta may bo obtained from Payroll Records) .)loyuc: Name ------._....._—._._... . _: -_----..._. Labor Classification _ — ,imum Brun Wage Per Contract: Bose Rate _.- Fringv 13e11e141 timum Base Woge Per Payroll: B i.o Rote ....._ _.__._- _-•-- _-- _ --'__-__ Fringv tSeuCflf _- _.._ . _ . >loyor: .._...:_.- __-,._ __. Prime Contractor err file Project (IF}AM[. Yo•TAT&) rk Being Performed at Time of Intorviow ---._--�-.-.•:•T.-�-.-•ter.,.-----,-,�,_._-=-------------- How long have you worked for your present rmployt.rY _. _.._ _.____.____ _.-..-.- Hvw long on the praic,ct7 - Describn the type of work you have been doing dur:r.g nr: poft week __ - _- ----------- - What is your wage? 6aso Rotz _ .._ ___ _. _ Prange Benefits (Compare to payroll) Do you work overtime? ❑ Frequently ❑ S.rldum None Aro you pald time and one-half for ovortirno? __�_ If no, explain __ - -----• I o you keep a record of the hours you work? ........... ...... . .............. .......... ... ....... ..................................................................................... 'Has the contractor discuYsrsd Labor Comp!iance veith youY _-- _ Did ha direct your otteniion to the roquirod post;:! or? oct? Hcve you scan those poster;.? -_----___-- If no, ouplailr `-- ------- .tire.yu ;trey of tha Contractors CEO policies? ._-__._._._..._. Does the Contractor hold te}jular 110 mcrrtings? How crii e.? .- _.----- Who conducts the Who It Iho EEO Cifrcer for yo�r.cl,�ploy�r'!..__•----._-_ __-- -_-_-_-- ---------- ---If non.% who Is tho EEC. Oi6ccr for rile; rroject7 --- Hos);our Gmpluyvr Irlform.d you of upjradi.rg and truirrin:j pcjssibilitlet? Pr-csis explain _ _--- --- -- Aro you intzresind in participating-in training for hiC ll,a tkill work clasz{ s:ations? — - --- - - Whot VCiion and sv)iat manogemen', cor;q nanoticavi ilid 'voliectivo bargGlning agreoment yo{!'v'rzrk urtdor? Narta troth ..._it_xi.cc�c'rc�-'-�:!:-_sic..:.rer.r:�"'-�.._._ ._..-•errz�.:v�..a:err.�_:':.»�.:.c._'.�_�._„'•��-::_.:�"•...�•r._-"'---'^=^--r—- -�s��-- — ---____ :.-J r1g.:3 OtVi` ,:� G'b Ih .A'fCs'F± Equipment description ^�— -- ---- -- -_-- --- -_- Truck Licenso No. ---- Truck (Cot t) No. - - — - Hourly rate (fully oper(,fnd and moinfoined) ___.,____________ __ Bogie equipn-,ent rate --- ----- - On vAiot do you 6aso yc+ur equipmuut rate? An hourly ❑ weekly ❑ monthly ❑ rental rate. Do you own the erquilyment? _ May I s&e y..ur ceri:ticoto of ownership? (Intervlowar -.note) I.etr41 Orenar: _. _ . ._ _._.. -- _ --. -.--_.....-- -- -- Rcigittsred C-,,encr: . :::-Wit":<V�•K.n..�r._'MY..':l�r=--T.._ � _____. ... "�.'..':.-__..—_.__._.._._._�':v-..•.._L�.T..rL'-T.'�-.•�3r 'Q.:�L13'v._'G:l�_.1f1� `-- •'_.-_._.—__. __... . Do.y uv liclve tiny corny Grits of complainii aaout wapa9 or, EEO policies? D_- rf»ciiic —^-- - - 1'A .T '�l Y_- ? .._'-CT _.�rt.._".�:��'i..^C.T1M1:.W,1T 4'NC:.TS32•-R.TJBV..►EII.i-"'�y+•-.S'OR�Ri^.MIY.--Y1Q110694`•`••�•��•'-_�•-`--- TtJr�.^-���-�^��i="' . i:s ia. '.�.A_Yu'�1- :'.: :�,1 r._,�l Aw':'�_".-L'=SG'. ..._'-.�.:RL-2L'ax•�Z�.�.^.•:�.•1S�=1a0a/T.'f.•Ma.•Sxr..A+1�J�•.2in9 R-L-.1:��_. JCS.ITS:c_'1C-Z"_.l'61L-Y:..�-��_:a-�'�.-.__.____ .tics Date WRIECTEIONS TO INTERVIEW1111 1, Fill In Sactioli 1 from payroll records after intorvinw. 2. Fill In Suction 2 eompietely. (Does not apply to owner operators) 3. Fill in Section 3 completely, 4. Employee comment;optional in; Soction 4. 5. Intorvlswer comments on rrndings and recommends further octians to be toLon..6ttaeh additional ra!estts if necessary. 6. List 5 .cmployees in acme work crew t-&ere interview i a then. ° Work 1�raployee'a Vame Classification AWL �MaMbPq:'�PiO.M►NC�IP.�1' T. Liras „ GS in thic: Woar cxew by cl.;.b._Moaticm, rci C1S Fisi s: Jr opt xA`a���•W' .�s..�uasavtYaWtM�x9rt1+4+scraac.:+la..9if¢Yi'ffi4�K:ik]F:'�.L'ai:;dA. ;hvL'_Y�CJ';PNCJ�YH�:i�S�u.+a�'�.C'."'7�%:'�1't+;.� . _ ,.„�,„.®,... ,.rw...cs..:s.....wn..nanam au.saa�v�uzxmunvreaKi>Esw.a+clJaldar:7R-aa6.:w:aa.1 . .w..gwap...�.w.mw� ti.MPeTatMLfi9'SCYi�R.+e�etYtctl.axY �w"r.'�� �S 'dEIIDZZYL`uti2P�ii1 . 0�+ rJC'C,�a,llat l.Tle;,:t.F1 'i�2' �X°�;;sfb�ke3Y' •r.r+•.s.»�.�+.�.asn,.,��..� i�..�<me<,:n.�a���;�,coar .�e:r��e�-:�i�rts>= xsarT� :wanes �e'.'::��aau�os�+a::a•as:rac-.x:-^�r�-mcsrm+areen 'Zs.S,•2��'�"�-•"�`"- .�:.°.�+..s..�a,._„��m Win.:-■�.,.:�;? s>e�aso�,mrr�3s.71-::•�s,�arzy „�I.......�,.,.....,.,s '�^hr.T.:r:-.,�aoarr�:'.':,resl.• ssF:,ws.ae�+e.u.orr.�e�.s:z�-•ae�eowa�` r a.wa,..wa....... r.�+ sx�-•++as�waous"SwNael�a>f�a�>Jss+a.:::'�G��9c4OLyriY:'7��C^±1 +/rrr.Fs+��u wo......w...o�ea....era:'.env�m.�+'iw�ar.'nao.•�'Yama�°.7G'�o6.7Y4�•��;zu:3E;:.&^:r2C76Rt.?7�"'':' {'Fil$F'.�9� 7-C,n�-r0i: DIX 7-3 Pagc S7 i I. AM AWARE OF THE PROVISIONS OS SECTION 3700 OF THE LABOIZ C01)E WHICH IZI:QUIRI-, EVERY EMPLOYER TO BE INSURED AGAINST LIABILITY FOR WORKMEN' S COMPENSATION OR TO UNI.)EWI'AK[` Sl:i,l - 1 NSl1iZAN(;li IN ACC:OIZDANCl: WITH TIIE PROVISIONS OF THAT CODE , AND IVIL1, COMPL) WITH SUCH PROVISIONS B FORE. COMMENCING THE PERFORMANCE OF THE, WORK OF THIS CONTRACT . (Signed) -- -- (Date) This is a St itc_ Industrial Roquire.ment . Page S8 t TO : The City of Huntington Beach : The following; job classifications will be used [or the com1)1.ction of work on. Cash Contract It _--- by the Contractor . 1 . 3 . 4 . 5 i G . 7 . R . . 10 . ] 1 . C o iH r o c-tor ----- 1 .l eil ;c Ccnipletc for d.et:e.rmtn-1t.i oil, of ly,Igc IZcIt_cs . TO : The City of Huntington Beach : . The following job classifications will be useLl f.or the comItletlurt of work on Cash Contract` N , by the Sub-Contract:cr ( ) 1 . 2 . 3 . 4 . 6 . 7 . 8 . 9 . 10 . 11 stJb -Coi actor i * Please complete for determination of Wage . Rates . Pai,e 60 i i i 4 FEDERAL WAGE RATES WILL BE INCORPORATED IN THIS CONTRACT PRLOR TO THE CALL FOR BIDS i THE FEDERAL WAGE RATES WILL BE INCLUDED AS PART OF THE CONTRACT , 6] SECTIOI! 01000 - SPECIAL CONDITIONS 1__GENERAI_ .1 .1 . Genoral : The requirements . of the General and Supplementary General Zc�nditions and Addenda, and of this section shall apply to the several section of the specifications with the same force as though fully repeated in each section. The Contractor shall notify each of his subcontractors to he f doli l i ar with .all then-o requirements. 1c2 koc:ord_Drawiri s : a. Where specified in the. separate sections • of the Specifications , The Contractor shall provide and keep up to date a coriplete as-built set of blue line prints, which , shall be corrected daily to show every change from the original drawings and specifications and this. set shaTl be the record set. As-built entries. shall be completed in a neat, clear, professional manner. b. Upon completion of work , the Contractor shall obtain Inspector' s signature on the. record set verifying information. The contractor shall . then obtain autopositives (reverse reading) tracings of each sheet of the record set containing "as-built" information and deliver them unfolded, along with record set, to the Architect. 1 . 3 Work During School Sessions: Work . under this contract will be executed in part during aVreUuTar_sessTon of. the school . Contractor shall cooperate with school authorities in every way to minimize disturbance. In entrance and exit of all workmen and in bringing in storing and removal of equipment, . Contractor shall cooperate with those in authority and. prevent interference with functioning of the school .. Observe all rules and requlataons in force and avoid unnecessary dust,. mud or accumulated debris , or undue interference with the convenience , sanitation or routine of departmental activities. In connecting . new utilities to existing, and similar operations, Contractor shall time aind coordinate such operations so that there will be no interference with school activities. 2. PRODUCTS: NOT APPLICABLE. 3. EXECUTION: NOT APPLICABLE. END OF SECTION I3USIIARD COii11. CTR. UAI:VIE1! DAY CARE CTR. IIIJNTINGTUN BEACH 01000 - 1. SECTION 01400 +QUALITY COt1TROL SERVICES 1 ._GENNEERAI_ 1. 1 General : Testing, inspection, or other related services shall be performed by a consultant, testing laboratory or inspection service; selected by. Owner, upon advice of Architect and approval of Office of the State Architect. All tests and inspections required by Office of the State . Architect shall be conducted in strict accordance with requirements of Title. 21 . 1 .2 Payment: Costs of Quality Control services will be paid for by. Owner. 1 .3 Deficiencies : Tests or inspections due to the following will be reimbursed to the Owner by deductive change order. a. Retesting because of failure of initial samples. . b. Additional costs due to overtime work or extra shift work because of improper scheduling of work or of deli very .of materials by Contractor. c. Failure to properly notify laboratory. d. Changes in sou'rces, lots or suppliers of materials after original tests. e. Changes in methods or materials 'of construction requested by Contractor that require testing, inspection, or other related services in excess of that required by original design. f. Concre.te mix designs in excess of- first successful design for each . concrete type. g. Overtime or extra shift work requiring overtime work by Owner' s .Inspector. 'a. 1 .4 Submittals : Furnish - in writing, simultaneously to the Office of the State Architect. Oviner, Architect and Structural Engineer (1 copy each) . a.. Testin(I and_Inspection Services: Submit test reports, mill analysis, concrete mix designs, per applicable sections of the Specifications and Office of' State Architect "Structural Tests and Inspections" list. b. Certificates : Provide for glue-laminated lumber; welding qualification. 1 .5 Work_by Owner's Inspector: S1UFlip tests, and continuous masonry work inspection will be done-by Owner' s Inspector. Mortar and grout prism and concrete cylinder samples will be made and cared for by Owner's Inspector. 1 .6 Soils Ennineer: Continuous soils supervision will be provided by Soils hngineer. selected by and paid for by Owner. • a. Foundation 11i1inn Ins ection: • Continuous foundation piling i-nspection and v'erif7cation will be provided by Soils Engineer. Keep a log on pile driving operations indicating hammer size, pile locations , its final length and number of blows required to drive in to its final foot of depth. Deliver copies of logs, signed by Soils Engineers representative, simultaneously to the Office of the State Architect (2 copies ) , Architect and Structural Engineer ( 1 dopy each) . BU SHARD C01MI. CTR. 0 Al'VIi.4! DAY UTF CTR . . HUNTINGTON BEACH 01400 1 a. Samples Contractor shall furnish, without addit.ional . cost to Owner, a U unifier the direction of the . Testing Laboratory samples of the materials prepared ,,for tests ,:as •,specified .o:r required for proper conduct of the work . Taking, "of c o.n qret a and-:masonry cores. will be by Testing Laboratory. b. Tests: Testing Laboratory will pick up. care for and make required es`Ts. 1 .8 SLecial_Tests: Special tests requested by Office of the State Architect, ArZR test or Owner will be paid for by Owner, except that if such tests fail , the costs shall be deducted from the Contract Price by Change Order. SIAIE Or.CAONORWA 1.2�9� or 1.GENIUI su\'I;Is IWING LMOEA1PLy(—._.- .—_. eATe,--- 0ffiee of the IYuschlyd Community Center State Architect - 106 M NALr--____. _--_ - -- STRUCTUr,AL cutncrl_—_City__of Ilutlting_ton ii�_tch__�-- _ TESTS' 41VISIOIHIIt NO.___-__ .AI/L1U110N NO 41800 AM'D William Lllurock & Partners INSPECTIONS Martin 1. Tranbaroer (Richard J. Tr.anbar�c iI.UCTUtAI IHOINEER,—._..— --- =-- --------------- --- . - 7Ao(ollowinp fus's and ir,rpodiunf,of chocked,wiN b.Iego6od vs dofoilpd in oppGcoblo Lpec�co(ions. COMPACILDrIILL - - --__- x I fill I ..ry ""-?: I Y. I x !T.,nl nCY'•p< 1 ddpn enly -- --- Cr. d•lo I•d b.1<_ X I c I. cnlr d __I1 I- inY r1�y.1 p_<.•d Rll_ __--_ —_ rtu IORCINc SWEL _ ---I` ! --- ' —� — —_—. --- x I s..T l „;L.I#5 &—T,arc�ol .. I In,l'•. rl c J Inb _- ' —_ _� t v vl— I b — _--_- . - - ._ .._._. I I Se pl d•L.•.ed lq l<F'',nrcry 511 UC'lUrAl siin _ --- r-,.ol4� J — 41nn1 J t .d I•d b.low So��I.eni I .. x (x (1) x (1)I— th�pl L ..f• + n eoNc" f�ZY:3T-5's"T�;1-ce- --- — SUITABILITY TESTS I NET LR ULq I -uuNlTe ! NORTAR I uaouT -`-- II cbr fHyd_ Ihr)1 I Sa A d_ I_V, - AIL I.h, d- rh-- _. I R t 1 y I• I I I —._ BRIC 1; AND GLPCY, ); I �.npl•,..JI.�r MIX DESIGNS: GUMT,1ADRTAR uE GWIllE --_'1�I..nIT ------_---- — _ ---_-- --' CON Pq t.ff l\•R YTq CNOTN.PVI.✓INIr.lU4 __- x l Inrl•t1 rll —_-- ----- 4hTL.N IAL NAXIN U✓OIZC. - - --- x I cn,.d ,rl n Y-day I2f3 da� - - -- ---,con c 3000 GLUM 1/0INLILD STRUCTORAI IUMUR -�-- -1'"_'— 1tiOD goO x I ,,I,k 1Mort a_r _ li 00 14.mrl d nrr. I Grout 111.tr�f'I not I•I n<....a,�. -_ — �- l .._�_—i__—_—�—.�_. Usy of swdural stool members lobe Eesled: 1 I ___ Test. each size and shapes of structuJ:al steel per Title 21 Table 50.1 (a) including: C]Ox15.3., TS 3-l/2x3--]/2x]/4, ']'S 4 x 4 x 3/0, 1,2 x 3 x ]/4 - - (1,this 1l;E cordino:-d on.Yv;....- Yer- No) UILar lulls and Irnpedions,loa ellmr,ilh sl: c;c+)insln¢Yonf: --- ccplvs of Reports Ic----- 0) Mill tc•E;ts acceptable l.) Q.S.A. 1) I+r.chi-tact. for dul,licatien & distribution. . . ,.• fir*��.N __ -�,.,. � .,,-.�,�.1 (A. Oil— f.....J on Iworro: 1'ns Nn `-' I3USHARD COHM. CTR. OAKVII:.Id ()AY CARF CIR. MINTINGTON BEACH 01400 - 2 1.lI rst: Cll.l '. �. u/us O;,;iv.t cwl 1)•.I�' C.,IJ_':' .( ''r!.t''..:...---- - - --- — - -- --- -- IICIr n.cl_t n Beach . t..I� l!I� t;; c r ) ,;,1 _I)i .L1_i.G_�.)_._ �► .- c .1„ - - 11.. 1v1s1o!4 IIl C ell(),I 1ur111c,r ht.l.).ltnn ) lu? C�r_r,-1:_: d t_ttr:.?'.'; Thin,h-.11o1• Icsis •n!'i:l.<pocl,:cns,o:riwc c,l,\rill fro if S,n;racl vs c c'r.ifo:;in c-,Pp i<e!l0 1poci!jcclior.:. C01il1'/CII,1 -1II( ------------------ II cic�ic IouvITL•.Icl;r.ru,_I�•c;HT 11� -- -- -_..-- -- -----�-----_-I -' - - -- - - I;n� r-,.,,,I.,r .r•,or:. ,..,•. li .. I I.<r .. 1.. � _ ... --• ---- '- --.F —�--I -- I__. __ I c.il.I.IIr 1 f �- - d.l.:�lc�•-I - -- � ---- - '_ A r'Inr' --- y -- -_.--- -- S1I!l - .. - - - - - --- ----- - - t.10.1 S 1(1 l -- - —— --- -- (s,Y 1 s<. rt <n,l, , „d. . I It l•.r x I I I sl„-r1. ,,,a .erl<.rr Grob )_);kq - ---- c IiY/. im, iEtr� -Tc I d U N I T L MC,r;T/.f. r I _ - -- -. --- ------ ---- - --- -- r,r ,I, i. ' Inrr +I .,I I c.r 1 hl t 1 1 I CI , _._______ C 1 nJ I.ICE /hn - - s..,�,•L.,na,.,, MIY. I iSIG?•, c CONC IL, C:I:JUT. //.or•t/•i: o;. CUNiTE '�1R/ —4 1'.r1 I, - - -__--__—.._ --,—.____. __--...—_..—.—_ --.---C—C-` r•_^L [I - - I-I!t 1I (:l M 71r;i.il Ienr.u,,lnl rIn f o -----• ,I i--d a I )- 6 1 C o -- ---.-- GLULLI 1„I', I;Al!1) 'lP1.1CIUlCt.L 1I1L"L'1_!1. I - - - ----- --- - _(_.----. I_ - II�.r II,�L•Ir..l,r•:�I r•r,l„ r.r,•��.r I �-- List of s!rurivio!stet l Inurll,ors Ic bc•Icstcu: I I . (Is flris I1fI cor�'inUoa c n rl,vnr''---.i r r- h' _) Ullu,r'I:•sis anl; Insiu•cli•ni+, Irvt!!itt r lriill .}•rcial insirucCon ; Co)rca of Cul.ocis to: *hci(ihlntt!.;f:cr' :: Ccxi_:i.Lic`.Iic OK for 2000 )):::i. Tsrch:i.1:ccL I (/crr,1h,•1 n !ru,fi;„s c „J;nuoll;rn I loll,,: lr,s Lo x) �_.r•d r r..,._, - -._... ENO OF SECTION OAKVIPI DAY 0112E CTR. HUNTINGTON GEAGH 0140.0 — 3 SECT ION .01500 - TEMPORARY FACILITIES I . GENERAL 1 . 1 TemporarY_UtiIity Services:. All temporary electrical power and water and utility distribution, i s a part of this contract with no costs to be paid by the Owner. Install any temporary transmission lines required. 1 .2 TemporaryOffice and Telephone Provide office space for use of Architect and Ownes inspector during construction time. Minimum office space shall be a feet by. 10 feet, weathertight, well lighted, ventilated, and floored, heated in cold weather. Office shall be painted and maintained in acceptable condition. Provide: office with mi.ninium of one counter, 3 feet by . R feet, with adequate shelving. Provide and pay for a flat rate business telephone in such office. Off ice space shall be lockable by providing door( s ) wi.th .padl ock . 1 .3 Temporary Toilet Facilities: Provide, install and maintain for duration of work , temporary outside . toilet facilities for use of workmen. Toilet facilities shall be constructed, maintained and supplied as required for number of men on job and according to local regulations. 1 .4 Sto.rade Enclosures: Provide necessary sheds and enclosures for storing materials and equipment. 1 .5 Safet,y_Reduirements� Furnish all . temporary scaffolding, construction Ta iTl rS , runrir;ys,. and the 1 ike, as required. Comply with al 1 1 airs, ordinances, rules and regu.latibns governing construction and use of same 1 .6 Barricades: Furnish or construct any barricades, lights or other guards about thTwork area that may be required by local ordinance or public safety. and necessity. 1 .7 Proj ct_Sidn: Size, design and information lettered as specified and as sTiown on —sketch, enclosed with this section. Finish with 3 coats of paint: Locate sign as indicated or as directed. Mount on nominal 4 x 4 pos.ts set 4 �.. feet. into ground. Place no other signs or advertisements on the premises. 1 .8 Removal and Clean-up: Remove all temporary facilities from site as soon as progress of work permits. Leave building and site in a clean condition approved by Architect. END OF SECTION BUSHARD COMM. CTR. OAK V11_i! DAY CHE CTR. HUNTINGIUN 13EACII 01500 - 1 SLCI1UH. 022UU - FARI HWURK 'AND SITE GRADING 1 . GENERAL 1. 1 Foundation Lngineerinq Services: Comply with Title 21 , T21-2907. Compaction testing and. compaction supervision will be. required. Payment and reports . shall be in contorinance with Section "Quality Control Services Compaction shall be determined by ASTM D1557. 1.Z Foundation Investigation Report: Reports prepared by Soils Engineering YnC. , Long beach— LaI tornla,. Phone Z13/4Zb-/99U. Available at Architect's otTlce for lnspectlon .Dy Dladers. a. Uakvlew Uay Care_Center: Report No. A/tf-ZSbz and .No. A/8- /!)UZ ( s-1 ) . b. Uushard Community Lenter: Report No. A/b-ebll. 1 .3 Noise and Dust Abatement: Exercise all reasonable and necessary means to abate dust., dirt rising and undue noise. Pertorm necessary sprinkling and wetting of construction. site to allay dust. 1 .4 Control of Debris: Do not bury or dispose of debris on the site. Promptly r—emove such materials. 1:5 Existincq U ilityyLines: Notify Architect if existing utility lines are encountered in the work . Protect lines trom damage. Z. PRUDUCIS Z.1 Materials a. F111 Material : Material used for fill shall be clean, well . pul.verized, non-expansive _soil tree from large rocks, vegetation, trash or other debris, and subject to approval of Foundation Lngineer. txisting on-site earth material is suitable as till it free trom deleterious material and 4-� approved by Fou.ndatlon tngineer only at Uakvlew School . J. LXLCUIIUN J.l Site Clearing: a. General : Remove trees, shrubs, grass, • weeds and other vegetation, improvements, or obstructions that interfere with installation of new construction and remove from site. Removal includes new and old stumps of trees and their roots. Carefully and cleanly cut roots and branches of trees . indicated to be left standing, where such roots and branches obstruct new construction. 1. Strip the existing lawn growth to a depth of 3 to 6 inches into. surface soils. b. Fill depressions caused by clearing and grubbing operations with satisfactory soil material , unless further excavation or earthwork is indicated. c. Place fill material ini horizontal layers not exceeding 6" loose depth, and thoroughly compact to a density equal to adjacent original ground. BUSHARD COMM. CTR. UAKVItW DAY CARL CIH. HUN I 1 NG I UN BEACH U•ZZUU - 1 J. J UaKview uaY 1,dre Lenter - zuouraue rreNaraLiun . a. Scarifying: Scarify portions of site covered by buildings, concrete . sTa6s ana asphalt paving to depth of at least. 1Z" below existing grade or below new grades established by cut. b. Compaction: Bring to near .optimum moisture content and compact with heavy equipment, to 9U percent .of maximum density. Where disturbed areas appear to be too deep. to be compacted by above treatment, excavate and backfill with compacted fill . c. Filling: . Place fill as required to complete the work as indicated. Tjace�fill in b" litts. Compact to 9U per cent of maximum density. 3.4 uraaing: maKe such cuts or tiiis as may Ue required •to bring ground surtace to spot elevations or finish contours required or shown, with a maximum tolerance of .10 foot. Where grades are .not indicated, grade uniformly level or slope between points for which elevations are given. In absence of more specific grading information, ground shall slope away from buildings for a minimum distance of ZU feet, at a minimum slope of •L per cent. benches and other drainage flow lines shall slope uniformly to avoid standing water. END OF StGIION HUSHARD COMM. C1R. OAK VIt.W DAY CARL (;TR. HUN 1 1 NG I ON BEACH U2200 - 2 SECTION02220 _ STRUCTURE EXCAVATION_AND-BACKFILL 1 . GENERAL 1 . 1 Foundation En�ineerinn Services: Compaction testing. and compaction: supervision wiTT be required. -Payment and reports shall be in conformance with Section "Quality. Control Services"'. Compaction shall be- determined by ASTM 01557. 1.2 Foundation Investination Report: Reports prepared by Soils Engineering Tnc. , Long Beach ,, California, Phone: 213/426-7990. Available at Architect' s office for inspection by bidders. a. Oakview_DayrCare�Center: Report. No. A78-2582 and No. A78-2582 . (s-1) . b. Bushard Community_Center: A78-2611. 1 .3 Noise and Dust Abatement: Exercise a.II reasonable and necessary means to aTate undue^dust, dirt rising and noise. Perform necessary sprinkling and' wetting of construction site to allay dust. 1 .4 Existinn`Utility Lines: Notify Architect if existing u.tility lines are encountered in the work . Protect lines from damage. 1 .5 Existins_Conddiitions: a. Verification: Prior to commencing work at site, verify agreement of existing conditions with indicated conditions.. Notify Architect in writing of discrepancies found. Start of work without notification constitutes acceptance of conditions,' without cause for extra costs. 2. PRODUCTS 2 . 1 Materi al s : a. Backfill Material : Material used for backfiII shall be clean, well pulverized, n-on-expansive soil free from lsrge rocks, vegetation, trash or other debris , and subject to approval of Foundation E gineer. 3. EXECUTION 3.1 Excavation: Excavation consists . of removal and disposal . of material encountered when establishing required grade elevations. a. Stability_ofTExcavations: Maintain sides and slopes of excavations in a saTe condition'-until completion of backfilling. Provide minimum requirements for trench shoring and bracing to comply. -with local codes and authorities having jurisdiction. b. Dewatering: Prevent surface water and 'subsurface or ground water from flo-wing into excavations and from flooding project site and surrounding area . 1. Do not allow water to accumulate in excavations. Remove water to prevent softening of foundation bottoms , undercutting footings , and soil changes detrimental to stability of subgrades and foundations. Provide and maintain pumps, sumps, suction .and discharge lines, and other dewatering system components .necessary to convey water away from excavations. 2. Convey water removed from excavations and rain water to collecting or run-off areas. Provide and maintain temporary drainage ditches and IF RUSHARD COMM CTR. OAKVIEll DAY CARE CTR. HUNTINGTON kFACN other diversions outside excavation limits for each structure. ; Do. not use trench excavations as temporary drainage ditches. c. Material Storage: Stock-pile satisfactory excavated materials where - directed, until required for' ba'ckfill or'-fi.11 . -Place, grade and shape stockpiles for p'ro.per drainage. Locate and retain soil materials away from edge of excavations. d. Excess Soil Material : Dispose of excess soil material and waste materials to designated spoils areas on the Owner's property and dispose of as directed. 3.2 Excavation For Structures: a. General : Conform to elevations and dimensions shown within a tolerance of plus or ininus 0.10' , and extending a sufficient distance from footings and foLndations to permit placing and removal .of concrete formwork , installation of services, other construction required, and for inspection. In excavating for footings and foundations , take care not to disturb botton. of excavation. Excavate by hand to final grade just before concrete .is placed. Trim bottoms to required lines and grades to leave solid base to receive concrete. b. Oakview Day Care Center: Excavate site natural soils to the bottom of ffoo.tings an.d to. a lateral distance of one foot beyond footing perimeter edges. Scarify the exposed surface to a depth of 12 inches and recompact to a minimum of 90% of maximum density at near optimum moisture .content. 3.3 Back fiII Back fiII around the building shall be moistened and compacted to approximately 90% of maximum density. Over compaction of soils adjacent to foundation walls shall be avoided. Backfill shall not be compacted by puddling methods . 3.4 Excavation for Pavements: Cut surface under pavements to comply with cross- , -. -._---- sectTions, elevations_ and grades as shown. 3.5 Drillinq for—Piles_ Dushard Community Center: a. Drill holes for pile shafts with machine operated drilling rigs , run by experienced operators. Carefully level rigs , to result in vertical shafts. b. Maximum tolerance in location of piles shall be one inch . c. Provide casing during drilling and to prevent excessive caving of the hole, d. Close shafts with substantial wood 'covers well fastened in place, until concrete is poured. Do not allow any pile shafts to be left unpoured over weekends or holidays. e.. Remove all loose dirt and pump all drilled shafts. dry prior to pouring .of concrete. f. Soils Engineer shall be present during drilling operations to confirm penetration into competent bearing soils , to ensure all loose or caved soils are cleaned from drilled shafts and shafts pumped dry prior to pouring of . concrete. END OF SECTION BUSHARD COMM. CTR. OAKVIEW DAY CARE C•TR. HUNTINGTON LEACH 02220 - 2 SECTION 02612 - ASPHALT PAYING �. 1 . GENERAL 1 . 1 Description: Furnish and install asphaltic concrete pavement as indicated on draw ngs and herein specified, complete. 1 .2 Weighmaster Certificates: Furnish licensed weighmaster certificates with 'a'F -Toad of asphaTtic concrete delivered to project. Deliver certificates to ' Owner' s representative, who will collect certificates and ensure that material represented by each certificate i.s actually incorporated in the work . Yield of asphaltic concrete material shall be twenty four (24) pounds per square foot of paving area based on two inch *thickness after rolling: A five per cedt tolerance will be allowed between total calculated weight and actual weight incorporated in the work . 2. 'PRODUCTS 2. 1 Materials: a. General : Asphalt concrete shall be produced by a commercial asphalt paving-plant. Mineral aggregate and asphalt concrete production shall ' Conform to Standard Specifications, State of California, Business and Transportation Agency, Department of Transportation, January 1975. b. Redwood Headers StakesL Benders and Splices: "Construction Heart" grade renwooa—?se-galvanized nai'Ts for-fastening. c . Weed Killer: "Borescu" applied at 5 to 10 1bs., per.100 sq.' ft, , "Polybor 'CniTorateTr applied at " 2 to 4 lbs. per 100 sq. ft. , or "Noxweed No. 10" applied at 2 gallons per 100 sq. , ft. d'. Prime Coat: Grade MC-250 conforming to "Asphalts, Paving, and Liquid" by The Asphalt Institute. e. Base Course: Rock base conforming to Division of Highways Specifications Tor'Class r2 aggregate base. Rolled thickness as indicated. f. Surface Course : Department of Transportation Type B . 3/4" maximurn aggregate, edium" grading; rolled thickness as indicated, AR8000 grade asphalt. Minimum 5% asphalt content by .weight. g. Slurry_ Seal : Fine sand or crusher dust or combination of both mixed wTth-SS-Tn asphalt emulsion and water. Combined aggregate grading shall be . Sieve Size % Passing 8 95-100' 16 70-95 20 50' 70 50 30-50 100 10-25 200 3-10 h. Pavement Paint : Sinclair Paint Co. "70 Traffic Lac" , Glidden Co. , TMf�ornark T UTTc Paint" , National Lead Co. "Traffic Line Finish Series 28- BUSHARD COMM. CTR. OAKVIE14 DAY CARE CTR. HUNTINGTON BEACH 02612 1 3. EXECUTION 3. 1 Standard of Installation; Pe"rform work in accordance with the Standard SpeciiicaTionsaSia`Te—UT Californ'ia, Department of Transportation, January 1975, 3.2 Sub-Gra(to: Grade to true cross-scctio,n,. allowing for compression. Trim and thoroughly scarify to required depth. Drench with water, and while moist, roll with i mechanical tandem-wheeled roller weighing not less than five ( 5) tons Compaction equipment shall be of the type and used in a manner which will yield a relative density of not less than 90 per cent, using the AASHTO T99 and AASHTO T147 procedure. After the entire area has been rolled as described above, it shall be fine-graded to a tolerance of plus or minus 1/2. . inch true subgrade elevation. Correct irregularities developed by rolling or those made by trucks by dressing down or filling as may be required. Where filling is to be done, scarify sub-grade to bond new material to old. New fill material shall be approved sound material . Tamp solid with vibrating compactors or other suitable mechanical means , all places that cannot be reached by the roller. 3.3 Agancgate Rase: Moisture content of aggregate base 'shall be sufficient to obtain 7EFe required compaction. Base may be spread . and compacted in one layer. Compaction equipment, shall be of the type and used in a manner which will yield a relative density of not less than 90 per cent. When completed, surface shall not vary more than 1/2" above or below the required -grades. 3.4 Weed Killer: After grading and rolling of sub-base, and prior to placing of asp}ia(tic c'.oncrete,, treat all sub-base to receive asphaltic concrete with weed killer, in accordance with manufacturer' s instructions, Take extreme precaution to confine weed poison to area to be covered by asphaltic concrete, and provide all necessary protection to prevent injury or damage to life or property. 3. 5 Headers : Install along, all edges of asphaltic concrete paving except where concr_e_te paving, walks and curbs occur. Benders of lesser thickness may be used to form returns. Stakes shall be placed not to exceed 6 ' on centers , unless otherwise noted. Drive stakes flush with the top of the header and nailed to header boards. 3.6 Pavinp_Installation: a. Prime Coat: Apply prime coat at the rate of 0. 10 to 0.25 gallons per square yard of surface. Lightly sand any prime coat not absorbed by the base. b. Spreading: Mixtures shall be delivered at a temperature of not less than 250 degrees F. at the project site. Place asphalt concrete by the use of a self-propelled asphalt paving machine, except on small jobs where the inaccessibility or small scope of the work precludes their use On such work , the asphalt concrete may be spread by means of a spreader box, or by hand methods . The asphalt concrete may be placed in successive courses not exceeding 0.20 foot layers , compacted thickness. c. Compaction: Initial rolling shall be started as soon as possible after maneriaT_ as been spread and shall commence longitudinally at the lower elevation such as flow lines, and proceed, parallel to such lines, , toward the hi0her elevations . Rollers shall not cross flow lines at any angle other -than 90 degrees thereto. Compaction shall consist of at 1-east two full coverages with the drive wheel . When completed, surface shall be compact„ smooth and in no place varied more than 3/16" from a 10ft. straight edge. Flood paved surfaces with water to test for puddling. Provide additional asphaltic concrete paving of same mix at low spots so that completed surfaces will drain completely without puddling. Compaction equipment used shall be in accordance with the following course thickness : RUSHARD COMM. CTR. OAK VIEW DAY CARE CTR. HUNTINGTON REACH 02612 - 2 1 . 2" to 3" thickness: Minimum 10 Ton Roller'. 2. 3" to 4" thickness: . Minimum 12 Ton. Roller. 3.7 Slu-rry Seal Coat: Apply to .all new and existing asphaltic concrete paving wlth1n contract limits. Thoroughly clean foreign matter off pavement, and dampen pavement with a light application of water. . Repair pot holes, rocking and badly distorted areas. Spread .by spreader box and squeegees to a thickness of 1/16" to 1/8" . 3. 7 Pavement Paintin_c ; Install pavement striping and marking for asphaltic concretee..park nq areas ,Make lines 4" wide unless otherwise noted. Use painting equipment and templates specifically designed for this purpose. Protect all adjoining .work from damage or defacement. 3.9 Clean-up: Clean up the ,job site prior to acceptance of the work . All dirt, SnoTT, and debris. of any nature shall be removed .and the entire site shall present a clean, workmanlike appearance. Any damage to paint work from prime coating or seal coating operations shall be corrected at no cost to the Owner. END OF SECTIOIJ ... hUSHARD COMM. CIR. OAK V1E14 DAY CARE_ CT12. lIUNIINGTCN BEACH 02612 - 3 SECTION 02614 CONCRETE PAVING 1 . 'GENERAL 1.1 scope: a, Furnish all labor, material , and equipment reqdired to complete the work shown on the drawings and specified, complete. 1 .2 Inspection: Notify Architect 2.4 hours before scheduled start of placing F-o-ncret-07 Excavations, formwork , reinforcement, and embedded items shall have been inspected and approved before any concrete is placed. 1..3 Standards : . Co-ncrete work shall conform to the requirements of "Standard Spec 7cations for Public Works Construction" , 1976 Edition ( SSPW ) and herein specified. 2. PRODUCTS 2. 1 Materials : a. Concrete Materials : 1,. Coarse Aggregate: SSPW, Section 200-1.4 , No.. 4 gradation. 2. Sand: SSP41 , Section 200-*1. 5.3. 3. Portland Cement: ASTM. C150, Type II . 4. Water: Clear, clean and free from oil , vegetable matter and other deleterious substances.` b. Reinforcing Steel : Welded wire fabric, reinforcing bars, and doweling c-oonforming to the requirements specified under. Section "Reinforcing Steel " . c. Form Materials: Wood o.r steel , conforming to requirements specified under'Section'- "Concrete Formvrork" . d. Joint Filler: CURKE fibre expansion joint filler, non-extruding, 3/8" thick ASTM D1751. e. Bond Breaker: Resin type sealer. "FormfiIm" by A.C. Horn Co. , "Form- NV07 by Sonneborn, or equal . f. C.uring-Faterials 1 . Curing Paper ASTM C171, non-staining, reinforced. 2. Liquid Curing Compound: Non-staining., complying with ASTM C309 at manufacturer ' s recommended rate 'of application. Deliver curing compound in unopened labeled containers. (a ) For Grey Concrete (non-pigmented) : Wax-free, fugitive resin type. Thompson ' s "Waterseal " or equal . (b) Pigmented Curing Compound: AASHO Designation: M 148, Type 11 , white pigmented except that the loss of water in the dater retention test shall not excep.d O.U40-gram per square centimeter of surface. BUSHARD C01111. CTR. OAKVI.EW DAY CARE CTR. HUNTINGTON BEACH 02614 - 1 g.- Precast Salash Blocks: 2500 psi concrete, 12" x 24" x 4", with dense T0077 sTouTng trough through center -and raised edges on 3 sides. - For all locations where downspouts discharge on earth. 3. EXECUTIOr! 3. 1 Preparation: a. General : Coordinate work with related trades. Do not locate, related work�fin concrete except as detailed. Place conduits in concrete slabs with a minimum cover of 2" above and below conduit. Locate accurately and secure in place all inserts, bolts, ties, dowels , miscellaneous prates, etc. , before pouring. Clean and free from any coating which would reduce their bond. b. Base Course: Subgrade shall be smooth, true to line and grade, and tested for required compaction prior to start of placing concrete. Dampen Subgrade 24 hours before placing. Reroll as required. Wet forms to tighten cracks. 1 . Where indicated, provide a sub-base of clean sand, free of organic material , clay or loam conforming to requirements for portland ' cement concrete sand. Thickness of sub-base as indicated. c. Rein.forcinca Steel : Placing, including cleaning, supporting, and tying of welded wire mesh and reinforcing bars shall comply with requirements specified under Section "Reinforcing Steel " . d. Formwork : Stake rigidly at 4 feet o.c. and secure against displacement. TnstaTTrstretched wires or other devices to indicate displacement. Formwork shall not deviate more than 1/8" from required positions and levels. Curb forms .shall be smooth on the side placed next to the concrete, and shall have a true smooth upper edge. The depth of forms for back of curbs shall be equal to the full depth of the curb. The depth of face forms shall be equal to the full face height of the curb. Carefully set forms to alignment and grade and to the required ,*awe dimensions . Hold forms rigidly in place by stakes, clamps, spreaders and braces shall be used where required to insure rigidity Benders or thin plank forms may ' be used on curves, grade changes, or for curb returns. Back forms for curb returns may be made of 1/2 inch thick benders cleated together for full depth of the curb. Do not remove the form on the front of curbs in less than one hour nor more than 6 hours after the concrete has been placed. Do not remove •. side forms for sidewalks, gutter depressions , island paving and driveways, less than 12 hours after the finishing has been completed. 3.2 r1ix Design and_ProLort_ioniny Standard weight concrete minimum 2000, mr'�suririi a 7^L �y,.`� 77portioning shall be by weight of loose,_ dry material , 94 pounds of cement. shall - be considered 1 cubic foot. Fine aggregate volume shall be at least 35? of the sum of, the separate fine and coarse aggregate volumes`. Weighing equipment shall be accurate to. within 1 pound and be adjustable for varying aggregate moisture content. A beam auxiliary shall register any part of the last 100 pounds of each aggregate. The aggregate hopper shall have a volume adjustment. 3.3 Placing Concrete: a . General : Place concrete within 60 'minutes after mixing. Consolidate by vi brati n; and tamipi ng. h. Slump: 3" maximum for fIatwork , 4" maximum for other work . 3.4 Control Joints of slabs on grade. liuSHARD COMM. CTR. OAKVIEW DAY CARE CTR. HIINTI.!dG1UH REACH 02614 - 2 a. Contraction Joints : Locate as indicated. Tool edges except at struc`ture.-__---- 1 . Joints between slabs and structures: Install joint filler strip against wall of structure. b. D �n. 0r Tooled Joints: ..- esi 1 1 . General : Joints shall be true to line and profile. Tooling shall be done while concrete is plastic. Joint may be started with a straightedge inserted into concrete. 2 . Jointing Tool : Shall be 1/4" wide at surface, tapered, with top edges rounded to 1/4" radius. . 3. Location: As shown on drawings, but in any case not more than 15 ft. o.c. both ways. Typical sidewalk joints shall be jointed at 5 ft. o.(. or as directed by Architect. 3.5 Finishing: a. Sidewalks. Steps—and Ramps: 1 . Smooth Finish: Steel trowel and burnish to a smooth, dense, hard finish. 2 . Broomed Finish: Apply with hair bristle broom. Broom steps and ramps perpendicular to direction of traffic. b. Curbs : Prior to the removal of curb forms , the surface shall be finished true to grade by means of a straight edge float, not less than 10 feet, in length, operated longitudinally over the surface of the concrete. Smooth trowel face of .curb immediately .after removal of front curb form to a depth of not less than 2 inches below the flow line. Steel, ' trowel face and tops of curb and provide rounded front and back edges. After the face of the curb has been troweled smooth, it shall be given a final fine hrush finish with brush strokes parallel to the line of the curb. Top and face of curbs shall be true and straight, of uniform width, free from humps, sags or other irregularities. 3:6 Curing: a. Moist Curing__ for�Natural�Concrete: Cower with reinforced waterproof curing paper. Seal all joints and weight down edges. Maintain moist for 1.4 days.. b.- Liquid Curinn_Comnound for_Hatural Concrete.: Locations as approved by Architect'. Apply a uniform coating within'2 -hours of final troweling. END OF SECTION y �.. [WSHARU C0111i. CTR. OAKVIFU (SAY CARE CTR. HUNi III(IrON i3EACH 02614 3 ' SECTION 027.10 - FENCES AND GATES 1 . GENERAL 1 . 1 Quality_Assu.rance:: Comply with the standards of the Chain Link Fence ManufacturerTs Institute. Provide metal fences and gates as complete unit produced by a single manufacturer includiaig necessary erection. accessories, fittings and fastenings . 1 .2 Submittals : For information only , submit 2. copies of manufacturer' s data , speciTtca,tions , and installation instruction for' metal fencing and gates. 2. PRODUCTS 2. 1 Materials : a. Fabric : Chain link - woven wire ASTM A392, Class 1 , galvanized after weav ng, top and bottom selvages knuckled. Use 11 gauge 2" mesh. b. Posts and Rails : Hot-dipped zinc coated ( inside and outside) standard weight steel pipe, ASTM A120. 1 . Intermediate posts for fabric heights : 6 Feet and Less: 1. 9" o. d. , 2. 72 lbs. per ft. Over. 6 Feet: 2.375" o.d. , 3.65 lbs. per ft. 2. End Pull and Corner Posts for fabric heights : 6 Feet and Less: 2. 375 o.d. , 3.65. lbs. per ft. Over 6 Feet: 2.875" o.d.,, 5. 70 lbs. .per ft.. 3. Top and Brace Rails : 1 .660" o. d. , 1 .806 lb. per ft. 4. Gate Posts ( Nominal width of gate, single or. one leaf of double) : 6 F-eet and Less: 2.875" o.d. , 5 .79 lbs , per ft. 1.3 Feet and Less: 4.00" o.d. , 9.10 lbs . per ft. c. Bottom Tension Wire: 7 gauge galvanized coiled spring tension wire. d'. Fabric Connections: 1 . Tension Bars: 3/16" x 3/4" galvanized mild steel flats. 2. Steel Bands 1/8" x 1 galvanized mild steel except use 1/8" x 3/4" for gates. 3. Bolts: 3/16" diameter min. , cadmium plated. 4. Fabric Ties : Galvanized No. 9 or No. 11 ga. wise at line posts , galvanized Ho. 14 wire for top and brace rails. e. Fittinus and�Caps: Galvanized pressed steel or malleable iron. f. Gates: 1 . Frames: Galvanized pipe, 1.90" o. d. , 2.72 lb. per ft. for frames ; 1- 5/8" o.d. , 2.27 lb. per ft. for brace rails. BUSHARD COMM. CTR. OAM,VIEW DAY CARF: CTR. HUNTING'F0N BLACH 02710 - 1 g. Concrete:. Portland Cement concrete .wi-th a minimum compressive strength of 2500 p.s. i . using at least 4 sacks of cement per cu. yd. , 1" maximum size aggregate, maximum 3" slump, ,and 2% to .4% entrained air.. 3. EXECUTION 3.1 Fence Erection: a. Posts: Space posts equally, not to exceed 10' -0" o.c. unless otherwise fnUTcated, set posts i•n concrete footings of 12" diameter for corner,. angle and terminal posts, and 10" diameter for intermediate line posts ; 36 depth of concrete, 30" post embedment. Maintain footings I" clear of property . lines or as indicated. Use "Florok" , VEGA CHEMICAL or "Level Fill Grout" , SAUEREISEN, grout for posts indicated to be set in sleeves. Install top ornaments on all posts. Set posts so that top of eye or ornament is level with top of fabric , with twist and selvage above rail . b. Fabric: Install fabric on property line side of posts unless otherwise in'dTcated. Set bottom of fabric to clear ground or paving by 11211. Fence heights given to top of fabric. Secure fabric to posts with ties spaced at 16" maximum. With 9 gauge wire, hook tie at both ends; with 11 gauge wire, wrap tie around fabric at both ends , not less than two turns. Hooked ties with links . not permitted. Secure fabric to top rail with 14 gauge ties no.t more than 18 o.c. , wrapped not less than two turns. Secure tie ends with not less than two full twists; turn ends so as not to be a hazard. c. Rails: 1 . Top Rail : Provide top, rail for all fencing. 2. Brace Rails: Provide , horizontal - brace rails adjacent to terminal , angle, gate and corner posts, for fencing 6 feet high, or higher. Secure brace rails to posts with rail d end fittings an rail end bands . d. Tension Wire and Tension (tars: Provide bottom tension wire thr.ough.out. secure tension wire to Tabric with 14 gauge wire at . 18" o.c. , d o u h 1 e wrapped. Secure fabric at end, corner, angle and gate posts with tension bars extending full height of fence, attached to posts with bands spaced at 14" maximum. e. Gates: Fabricate frames with joints mitered, continuously welded and ground flush. Install offset brace rails at center height. Galvanize gate units after fabrication. Install hinges to allowing gates to swing back parallel to line of fence, with stops to prevent gate swing in wrong direction. Include center cane bolt with pocket, for pairs of swinging gates . Install plunger rod assembly . Install manual latches with padlock eyes for all gates. 3.2 Covers and Enclosures: Furnish and install as indicated. Materials and tnstaTTati.on sFiaTT`)i same as for fencing except as specifically noted. 3.3 Touch-up of Field Welds : . Use hot process touch-up material , METALLOY 1�7br7-TSr�O.. - - vaTloy" or AMERICAN SOLDER & FLUX CO. , No. 3017 galvanizing bar for touch-up of all field welds, in accordance with manufacturer' s instructions. END OF SECTION BUSHARD COMM. CTR. . OAKVIEW DAY CARE CTR. HUNTINGTON BEACH 02710 - 2 i SECT IOil 03100r CONCRETE FORMWORK 1 . GENERAL ; 1. 1 Codes .and Standards : Comply with requirements of the following codes and standards All references to the codes or standards specified herein are to the latest approved issue or revision.` . Calculations shall be made by a registered Ci vi 1 Engineer. a. American Concrete.. Institute Standard ACI 347 , "Recommended Practice for Concrete Formwork" . b. Uniform Building Code. c. Title 21 ,- California Administrative Code, Section T21-2606. 2. PRODUCTS 2. 1 Form Materials: a. Forms for exposed concrete: PS 1-74 exterior "Plyform" B-B, free of raised or separated veneers. b. Forms for unexposed concrete: ".Standard" grade Douglas Fir conforming to �ar.�TT�►% WCIB Grading Rules No. 16. S1S1E and S4S as required, or Plyform as. for exposed surfaces: 2.2 Form Accessories : a. Form Ties: Prefabricated rod,, flat band, or wire snap ties with 1 " fired&-back or threaded internal disconnecting type with external holding devices of adequate bearing area. Ties shall permit tightening and spreading of forms and leave no metal closer than 1" to surface. 2.3 Form_Coatings : a. Plywood Seal : Resin type sealer. "Formfilm" by A.C. HORN CO. , "Form laver" 5_y SONiIEBORN AND SONS, or equal . b. Retarder: SIKA "Rugasol F CERESIT "Ruffupp, " or equal . 3. EXECUTION_ 3.1 Formwork : a General : Workmanship, tolerances, safety , precautions , faIsework., adjustment, removal , and reshoring shall comply with recommendations of ACI Standard 347. Formwork shall be completely watertight, free from bulges, and designed so pressure of fresh concrete will tighten joints. Construct forms to be removable' without prying against concrete. Construct formwork in accordance with the calculations and with recommendations of Section 401 of ACI 347. b. Footings : Comply with Title 21 , T21-2907 . Contractor shall verify eTevations and shall be responsible for final excavation required for footings prior to ,placing of concrete. If natural soil or compacted fill can be accurately cut and maintained and concrete coverage is increased 1" in thickness at each earth contact surface, foundations and grade beams may be poured against earth wit}gout forming. Exposed concrete shall be smooth formed except where otherwise noted. BUSHARD COMM. CTR. OAKVIEW DAY CARE CTR: HUNTINGTOiI BEACH 03100 - 1 c. Equipment Bases: Coordinate size and location of equipment with . me1TanicaT;—pTumbing and electrical . Form concrete bases for all mechanical and electrical equipment indicated on the drawings , including architectural , structural , mechanical , electrical , and .plumbing drawin.gs , . in accordance with approved shop details. furn.ished by the various trades. Corners shall be bullnosed and bases shall "be coved. d. Finishes- 1. Smooth Finish: Plywood forms. coated with sealer. For all exposed formed concrete. 2. As-Cast Surfaces: (a ) Concealed Below Grade Walls: Plywood or 1 x G S1S shiplap Douglas Fir boarding, smooth side to concrete. (b) Chamfer Strips: Provide 1/2" radius strip at internal form angles unless detailed otherwise, to produce beveled external'corners at beams, columns, spandrels, etc. e. Embedded Items : Coordinate with other trades in accordance with sub- paragraph-a_ Attach inserts, conduit, outlet boxes and other items, securely to forms or structure so as to . avoid displacement during concrete. work . All embedded items shall be. galvanized. 1. General : Allow other trades to set work which. is to be embedded in concrete such as hangers, sleeves, etc. Coordinate with Electrical and Mechanical trades to 'locate required openings for .ducts , pipes, etc. and inserts. Required openings shall be reinforced as directed by Architect.. 2. Piping: Piping, other than electric conduit, shall not be embedded in structural. concrete unless approved by Architect. lk 3. Conduit: Conduit in structural slabs shall be placed between top and bottom reinforcing. Maximum O.D. of conduit. in supported slab and in walls 1/4 of slab or wall thickness. Minimum clear distance between conduits shall be 3 diameters. Location shall not impair the strength of the structure. 4. Sleeves in Walls: Standard weight or heavier galvanized steel pipe sleeves may pass through slabs or walls in protected locations. See Structural Drawings for special reinforcing around sleeves and for method of locating. sleeves. Sleeves shall be sized to pass largest coupling on the pipe line. 5. Rough Hardware and Miscellaneous Metal : Set inserts, sleeves, bolts, anchor, angles, stair nosings , steel door frames and other items to be embedded in . concrete. . Set embedded bolts and sleeves for fans , meters , pumps, and other equipment to template and approved shop drawings prepared by trades supplying equipment. Verify location of anchor bolts with respect to motor supports. 6. Wood. Inserts and Nailers: Shall be approved preservative-treated lumber. Set all required nailing blocks, grounds, and other inserts as required. Wood plugs shall not be used. 3.2 Removal of Forms : a. Time: Forms shall be removed after concrete has developed sufficient strength to. sus.tain superimposed loads. BOSHARD COMM. CTR . OAKVIEW DAY CARE CTR. HUNTINGTON BEACH 03100 - 2 3.3 Re-use of Forms: Clean and repair the surfaces- of forms that are to be re- except that split, frayed, del ami nated or otherwise damaged form facing material will not be acceptable. Apply new form coating compound material to all concrete contact form. surfaces as specified for new t formwork . When forms are extended for successive concrete placement, thoroughly clean surfaces, remove' fins and .laitance, and tighten forms to close all Joints. Align and 'sec'ure all ""joi'n.ts to avoid offsets. Do not use "patched" forms for exposed concrete surfaces, except .as acceptable to the Architect. END OF SECTION QUSHARD COMM. CTR. OAKVIEW DAY CARE CTR . HUNTINGTON BEACH 03100 - 3 SECTION 03200 _ REINFORCING_STEEL 1_ GENERAL 1. 1 Scope: Furnish ' reinforcing. steel for masonry work . Furnish and install reinforcing steel for concrete work . 1.2 Shog Drawings: Submit -shop drawings only for reinforcing steel work which Deviates from structural drawings and specifications. When submitted, comply with requirements of General Conditions. 1 .3 [Ruaa1ity_Co.ntrol_Services: a. Testing Laboratory , test costs and test reports in conformance with Section "Quality Control :ServAces" . 1 . Identified Stock: One tensile and one. bend test for each 10 tons or fraction thereof for each size of stock identified as to heat number, provided mill analysis accompanies report. . 2. Unidentified. Stock : One tensile and one ' bend test for each ,2-1/2 tons of unidentified stock . 1.4 Codes and Standards : Comply with requirements of the following codes and standardsr^AlT references to the codes or standards specified herein, area to the latest approved issue or. revision. a. American Welding Society, AIDS D12.1 "Recommended Practices for Welding Reinforcing Steel , Metal Inserts and Connections in Reinforced Concrete Construction. " b. American Concrete Institute, ACI 318 "Building Code Requirements for Reinforced Concrete. " `0ftw c. Uniform Building Code: d. Title 21 , California Administrative Code, Section T21-2607.' 2. PRODUCTS 2. 1 Materials: a. Reinforcing_Bars: ASTM A615 Grade 60 and 4.0 deformed. billet-steel reinlo rc ng bars , except 1 /4" round bars not deformed. Provide grades as indicated on Drawings. b. Welded Steel Wire Fabric: ASTM A185. c. Accessories : Galvanized when any part of accessory is placed within 3/4 inch of exposed concrete surface. 3. EXECUTION 3. 1 Pre )aration: Before placing steel, thoroughly clean reinforcing of loose m►Tf scale, rust, oil o.r other coating that might destroy or reduce bond. Do not bend or straighten in a manner injurious to material . Do not use bars with kinks or bends not shown on plans. 3.2 Positioning: Clearance between parallel bar.s and between bars and forms SF'7 Fe not less than 1- 112 times the nominal diameter for round bars, but in no case shall the clear distance be less than 1-112" nor less than 4/3 the maximum size aggregate. Secure steel against displacement by using 11USHARD COMM. CTR. OAK.VI Ebf DAY CARL CTR. HUNT I116TON BEACH 03200 - 1 annealed steel wire , of not less than 16 gauge. Use metal spreaders and. spacers to secure proper bar spacing. At slabs , footings and beams in contact with earth, use concrete blocks to hold reinforcement in concrete at all points wh.ere.bars cross. a. Splices: 1 . Reinforcing Bars: Lap as detailed, except wherever possible provide minimum 1-112" clearance between sets of splices. Stagger splices tto horizontal bars so that adjacent splices will be 4'-0" apart. Provide contact lap at splices. 2. Wire Fabric: Cut to required size and lay in place flat. Lap fabric one full mesh at sides and ends and wire tie. Cut mesh at contraction joints. Lift mesh during pour to embed at center of slab. Extend to within 1" of edge at slabs on grade. b. Dowels Place dowels in concrete for, start of masonry work. END OF SECTION .. BUSHARD COMM. CTR. OAKVIEW DAY CARE CTR. HUNTINGTON BEACH 0320,0 - 2 SECTION 03300 - CAST-IN-PLACE CONCRETE 1 . GENERAL 1 .1 Codes and Stapdards : References to all codes, standards , regulations, etc. , a-rete Ue-Tatest-approved issue or revision. 1 .2 Testinq_Laborator Services: Laboratory selection, payment and reports in conlorinance ��itTiection, 'Quality Control Services". Provide following services : a. Testing: Perform following tests in strict accordance with provisions of U.7. Sec. 2604(d) and Title 21 , T21-2604( d) . 1 . Sample and test cement, or provide mill test reports, as approved, "in accordance with Title 21 , T21-260.1(a) and. T21-2603(b) and (e) certifying that the cement conform to specifications . 2. Sample and test concrete aggregate for grading, soundness and abrasion, before concrete m.ix designs are established. 3. Test concrete cylinders or cores in accordance with U.B.C. Sec. 2604( d) and Title 21 , T21-2604(d) . Fabricate, cure and test specimens in accordance with A.S.T.M, Designation C 192. (a ) Make 3 cylinders for every 150 yards or fraction .thereof for the first pour of each type and strength of concrete. Test one at 7 days and one at 28 days; hold the third cylinder. (b) On all subsequent pours, make 2 cylinders for every 150 yards or fraction thereof. One shall be tested at -7 days. If compressive strength is above 85% of the 28 day requirements, the second cylinder need not be tested; otherwise the normal 28 day test will be required. 4. Perform additional tests and designs as required due to defective concrete. 5. Where small daily placements (less -than . 75 cu.yd) make it necessary to have additional samples tested, the Contractor shall pay the cost of all such sample testing thereof. b. Inspection: 1. 2000 p. s. i . non-structural concrete: A signed copy of batch plant ' s certificate stating the quantity of each material , amount of water, departure time, and date shall accompany each load of materials or concrete. . 2. Concrete other than standard 2000 p.s.i : Perform continuous batch plant inspection in strict accordance with provisions of Title 21 , 451(d) and (e). C. Mix Design: Design all concrete mixes as listed under article "Concrete type sTM. 1 . Proportions: For each material including admixtures and water, state water-cement ratio and maximum allowable water content, using not less than the minimum cement content required in, paragraphs "proportioning". 2. Materials : Manufacturer' s .name, designation , and source of each material tiltSilli!?D GOr1�1. CTII, 3. Aggregate: Conform to Title 21, T21-2603(d). 1 .3 Submittals: a. Records : Maintain an accurate 'reco.rd' o.f' the items listed below. Keep records ava.ilable for inspection at the .site.. Upon completion, deliver �.. two copies of each record to Architect, in approved form. 1 . Concrete Placement: Date and time of placement in each portion of schedule. 2. Test Cylinders: Correlate with placement record. 3.- Form Removal : Dates of removal for forms, shoring and reshoring. 1 .4 Protection: Work of other trades shall be protected from damage and if d—am— ged in performance of work of this section, shall be replaced or patched in manner fully acceptable to the Architect at .no added cost to the Owner. 2. PRODUCTS. 2 . 1 Materials: a. Do not change brand of cement or source of aggregate during course of work without prior written approval of Architect. Protect all concrete materials from contamination of any kind. - b. Portland Cement: ' 1 . Typical Concrete: ASTM C150, Type I or Type II . Use low alkali type with 0.6% alkali content maximum per ASTM C114 when aggregates fail to pass -soundness test. IAll cement used in job-mixed concrete shall be packed in strong paper or jute bags with brand and manufacturer's name stamped thereon. Store cement under cover and off ground.: Remove immediately from site any stored cement th.at becomes wet, shows any, signs of caking or deterioration of any kind. c. Conventional_AqeEf2ate: Conform to ASTM C33 1 . Fine Aggregate: Washed natural sand of hard, strong particles, containing not more than 1% of deleterious material . Fineness modulus 2.85 to 3. 15. 2. Coarse Aggregate: Clean washed gravel or sound crushed rock containing not more than 5% flat, thin, *elongated or laminated material , not more. than l%. deleterious substances. Grade 1" aggregate from No. 100 sieve to 1" and 1-1/2" aggregate from No. 100 sieve to 1- 1/2" . 3. Maximum Size: . No larger than 3/4 of the clear space between reinforcing bars, and between reinforcing bars and .forms . 1" Maximum Aggregate: In walls ; slabs on grade and all other concrete. 4 . Combined Aggregate Grading: Conform to Title 21 , T21-2603(d)( 1) , Table T21-2.6H. d. Water: Clean and free from deleterious amounts of acids , alkalis, salts or organic materials. e. Waterproofing—Admixture: SIKA CHEMICAL CORPORATIO14 "Red Label Suconen". BU5HkRD COMM. CTR. OAKVIEW DAY CARE CTR. HUNTINGTON BEACH 03300 - 2 f. Admixtures : The following admixtures may be used with written approval of Structural Engineer. Conf.o-r.m to manufacturer's recommendations for Use., ate• 1 . Water Reducing: Shall p rovide a .minimum of 5% water reduction IO'z, increase of 28 day compressive strength, drying shrinkage at 21 days shall be less than concrete without admixture. Conform to ASTM C494. 2. Acceleration or Retarding Shall conform to ASTM C494. 3. Air Entraining: Shall conform to ASTM C26.0. g. CurinaMat.erials: I . Liquid Curing Compound: ASTM C309, Type 1 non-staining, approved standard product resin type. (a) Gray Cement: Free of wax or oil , compatible with subsequently applied finishes or coverings , delivered in unopened labeled containers. 2. Concrete Curing Paper: ASTM C171, non-staining reinforced type. h. Formed Joint: 4URKE CONCRETE ACCESSORIES "Keyed Kold" joint with stakes. i . Vapor Barrier (where indicated): Polyethylene Film, 6 mil thickness, Mar. --- j. Trowelable Non-Shrink Grout: 1 . Metallic: Iron aggregate and preproportioned dry. mix. Provide "Embeco Grout" by MASTER BUILDERS CO. , Lithochrome . Metallic Grout, L.M. SCOFIELD, "Axpandcrete RM' by ANTI-HYDRO WATERPROOFING CO. , or equal . `, 2. Non-Metallic: U.S. GROUT _CORP. "Five Star" or approved .equal . k. Patchinn_Mortar: Latex modified Portland Cement mortar. Provide CUSTOM, BUILDING PRODUCTS :"Fix-a-Crete" . 2.2 Concrete Tyo..es: a. Refer to structural drawings for specific uses and, Tocations. b. Specified strengths measured at 28 days. 1 . Sta.ndard Weight Concrete: Of 2000 and 3000 psi .. 2.3 Proportioning: a. Proportioning shall be . by weight of loose, dry material, 94. pounds of Cement shall be considered 1 cubic foot. Fine aggregate volume shall be at least 35% of the sum of the ' separate fine and coarse aggregate volumes. Weighing equipment shall be accurate to within 1 pound and be adjustable for varying aggregate moisture content. A beam auxiliary shall register any part of the last 100 pounds of - each aggregate. The aggregate hopper shall have a volume adjustment. b. Accurately control the proportions , water. content, and air content. BUSHARD COM1;11. CTR. OAKVIEW DAY CARE CTR. HUNIINGTDN BEACH' 03300 - 3 c. Waterproofinn_Admixture: Add to all concrete used for exposed roof sTaris, sTET i5 grade and walls against grade. Add in accordance with manufacturer' s instructions. d. Admixture (Other than waterproofing) : If admixture is used conform to type specified. G_Unt1y per sack of cement and method of using admixture shall be in accordance with recommendations of manufacturer and laboratory furnishing mi-x design. e. Non-shrink Grout: Prep-roportioned, 'or job mixed: For- job-mix: one part, by weight, metallic aggregate mix, one part Portland cement, one part fine aggregate, and enough.water .for flowable consistency. f. Cement Grout: One part by volume Portland cement and 2-1/2 parts fine aggregate. Mix dry. Add just enough water to make mixture flow under its own weight. g. Dry P'�-iS One part by volume Portland cement and 2-1/2 parts fine aggregate, mixed dry .. Add just enough water to dampen mix to a cohesive packing or tamping consistency. h. Patching Mortar: Mix liquid. Combine dry mix with liquid and add water in proportions recommended by manufacturer. 2.4 Mixin�c_Coonncrete: , a. Retempered_Concrete: Concrete not placed within. 90 .minutes after water is introduceeZTnto mix or which has stood for 30 minutes after leaving mixer shall not be used. b. Job-Mixed Concrete: Mix all job-mixed concrete.. in accordance with Title 11, T2171U_05(bj and with additional requirements herein specified. Mixer shall. be equipped with an automatic metering device for measuring water which may be locked at any desired adjustment. c. Transit-Mixed Concrete: Concrete shall be supplied by an established commee-rciaT ready-mix plant conforming to ASTM C94. 1 . Truck Mixers: Minimum 2 cu.yd. capacity, equipped with accurate revolution counter. Operate at rated speed. Discontinue use of mixers producing unsatisfactory concrete or shoeing more than 10% difference in sand-cement. or water-cement ratios in samples taken .froi� front, center and back of mixer. 2. Mixing Time: Total - at least 15 minutes, with at least 5 minutes immediately after addition of water, and at least 10 minutes just before discharging. 3. Mixing Water: Withhold 2-1/2 gallons per cubic yard from pre.determined eater content. All or part thereof may be added at site, as directed. 4. Comply with U6C Standard 26-13-76. 3. EXECUTION 3. 1 .Pren2ration_for_Placingt a. General : Contractor shall verify elevations and shall be responsible for TTnaT excavation required for foundations, footings , etc. , prior to placing concrete. b. Inspection: Notify, Architect 48 hours before scheduled start of placing concrete. Excavati.o.ns , forms , reinforcement. and embedded items shall BUSNARO C0111.1. CT.R. OAKVIEW PAY CARE CTR. 11UNT1NGTON I1EACfl 033UO - _4 have opportunity for inspection and approval before any concrete is placed. Comply with Title 21, T21-2605(a). c. Forms : Immediately,, before , start of pour, remove foreign matter accumulated in forms and close'' port and 'o'penings left in formwork . Clean and recondition forms. uniformly prior to each reuse. Recoat as v required to prevent grain of plywood forms. .fr.om marking concrete. d. Reinforcement: Clean embedded metal of oils, rust, mill scale, and other encrustations or coatings which might reduce bond of concrete. Clean bars extending through construction joints while concrete encrustation is sof t. e. Emhedded Items : Reinforcement, conduit, outlet boxes, sleeves, bolts , and other7tems _shall be properly secured in place before inspection and start of pour. Anchor bolts shall be set accurately according to plans and approved shop drawings. Do not locate pipes in concrete except as detailed: Conduits under concrete slabs on grade shall be. placed below the reinforcing steel ; the slab shall be thickened so that there is a concrete cover 3 inches thick (min. ) all around conduit.. Comply with Title 21 , T21-2606(c). 1 . Drilling and setting of all bolts for steel , etc. shall be work of this Section. Drilling and dry-packing dowels to existing building or concrete shall be included as work of this section. f. Wetting: Wet bottom of footing .excavations immediately prior to pouring. lZemove saturated soil or mud from excavation. Dampen subgrade at slabs placed directly on earth .24 � hours in advance of placing. Reroll as required. Wet wood forms sufficiently to tighten cracks, reduce suction, and maintain workability of concrete mix. g. Slabs on Grade: Roll sub-grade smooth. before placing vapor barrier. Lap vapor ba`.rrer G" with 96" width parallel to pour. Tape and seal all penetrations and laps. Interior slabs on grade shall be placed over Substratum consisting of .2 inch bed of washed natural. sand over . vapor barrier. Turn up edges of vapor barrier 2 inches. `'' h. E( ui pment: Thoroughly clean tools and equipment used in transporting, pT3I J, and consolidating concrete immediately before and after each you r. 3.2 PIacing_and_ComLacting: a. Pourinn_Schedule: Concrete shall be deposited in accordance with approved pouring schedule and construction joint layout. Comply with Title 21 , T21-2605 for mixing and placing concrete. b. Convey_ing: 1 . Approved Method: Bucket, cart, wheelbarrow, and buggies. Pumping or belts shall be used only, for mix especially designed for that purpose. 2. Vertical Elements: Elephant trunl spout-tremies. Space at 10 foot centers. Maximum free fall shall be 6 feet. . c. Placing: Concrete shall be placed in a continuous operation in each section and for full height of each column. Keep ' surface of. concrete level throughout, without flow from one position to another. Deposit at such a rate that mix is plastic and flows readily into space •between bars. d. Cor`Lression Test Specimens: Refer to Tasting, 1.2 a. BUSHAIM COHM. CTR. o.•� OAKVIEW DAY CARE CTR. HUNTINGTOH ('>CACII 03300 - 5 03300 - 5 c. Modified Mix: Deposit 4" of modified mix in forms within '20 minutes of. )Tacing regular mix where conditions make puddling difficult, at bottom of vertical elements, and where reinforcement . is congested. f. Compacting: 1 General : Spade, rod, vibrate:, and consolidate concrete in forms. " Vibrators 'shall not be left in any one spot longer than 30 seconds and. shall b^ kept constantly . in motion. One vibrator shall be assigned to each location where concrete is being placed and • a standby vibrator shall be kept .ready at all times. Eliminate rock pockets, air bubbles, and honeycomb. Avoid separation of ingredients. 2. Work Concrete thoroughly around reinforcement and embedded fixtures and into corners an.d angles of forms by spading, rodding, and tamping. 3. Consolidation: Vibrate to consolidate each layer with that previously placed, completely embedding reinforcing and fixtures, and bringing fine material to surfaces of slabs so as to produce proper .finish. g. Slab on Grade: Use control and/or construction joints. Maximum edge dimension of any pour shall be as indicated on structural drawings. Over vapor barrier use screed pads to hold screed posts. Do not pierce vapor barrier. Set screeds. -Rod in both directions , tamp and - float to indicated levels and slopes. Maintain reinforcing at proper levels . Slabs depressed to receive finish of other, Sections shall be screeded and tamped. h. IIot Weather Placing: Take approved measures to reduce evaporation and temperature�ot concrete during hot, dry weather. Contractor shall be prepared to use fog spray when required by Architect. 3.3 Control Joints (slabs on grade) : Joints shall be true to line and profile. Tooling type shall be done while concrete 'is plastic. a. Location: As shown on drawings , but in any case not more than 30 ft. o.c. both ways. Locate on column center lines and at re-entry corners . . �.. wherever possible. b: Jointinq Tool : Shall be 1/8" wide at surf&ce, tapered,. 1/5 minimum depth of slab, wiTT top edges rounded to 1/$" radius. c . Metal Formed Joint: "Key-Kold" type metal joint form. Set top of stakes 3/88" below�slab surface elevation, spaced at 2 ' -0" o.c. When concrete is not poured continuously over both sides of joint, the knockout anchors shall be bent at 45 degree angle into the pour. Finish the • concrete to the top of the joint and burn in with hand trowel . 'd. Construction Joints : Comply with Title 21 , T21-2606(d), including horizontal joints between masonry and concrete. 3.4 Curinq Concrete: Keep concrete, other than slabs , -thoroughly moistened for 1O days after pouring. Thoroughly wet forms and all exposed concrete surfaces at least three times each day for this period. At periods . of high temperature, low humidity or wind, wet concrete as often as required. to keep • concrete continuously moist. 3.5 Groutinq *and_Dry Pack,: a. Grout: Do . all required grouting except that specified under work of other trades. Where called for on drawings furnish metallic dry pack grout Otherwise, except in connection with masonry work and as specified below, provide cement grout. Thoroughly puddle and rod to provide good bond. Grout fill hollow metal frames occurring in concrete wall Construction. SUSHARD COMM. CTR. OAK VIFW DAY CARE C T R HUNTINGTON BEACH 03300 6 b. Dr,�Pack : Install metallic dry pack properly beneath all bearings of prates,_columns, and like structural members. Cover metallic dry pack grout with a one-inch layer ..of nonstaining cement dry pack . Install cement-sand dry pack at other locations. . See Details. w 3.6 Equipment Bases, Form concrete bases for all mechanical and electrical equipment, 1nMcated on the drawings , including architectural , structural , mechanical , electrical , and plumbing drawings , in accordance with approved shop details l°urnished by the various trades. Corners shall be bullnosed and bases shall .be coved. - 3. 7 Pits,�Tre.nchesi Curbsj_Ftc_: Form and pour pits for valves, trenches, curs, and misceM eous concrete items. Steel trowel surfaces hard, dense and smooth with corners , intersections, 'and terminations rounded. Where structural details for minor structures listed above do not specify otherwise, walls , floors and covers shall be. ,G" thick , reinforced with #3 burs, G" o. c. both ways at center of members. LB Pourinn_Concrete.Piles: Exercise great care to avoid dislodging dirt from shaft well . Cover top of Bole with piece of 3/4 plywood at least 12" larger than piles, having a pour hole centered over shaft. Use concrete with a slump of .4-5 inches and vibrate concrete for full length of , pile while pouring. Pour concrete within 48 hours of drilling. Do not pour grade beams until at least hours after piles have been poured. Place concrete through, an elephant trunk when pouring through steel reinforcing. Casing, if used in drillingoperation, shall be removed from shaft as . concrete is poured. See structural drawings for order and sequence of drilling and pouring multiple pile groups. 3.9 Services by_Owner's_Inspector: a. Slump Tests: Measure concrete consistency by the "Standard Method of Test for Slump of Portland Cement Concrete" , A.S.T.;,1. Designation ; C143. Make this test at point of discharge .twice each day or partial day 's, run. A complete and accurate record of these tests shall be kept by the inspector. Maximum slump shall be as follows: 1 . Floor slabs on grade, 3" . b 2. Footings 4 b. Cylinder Samples: Make concrete test .cylinder samples in accordance with �i TM'�3T and U.I3.C . Sec. 2604( d) and Title 21., T21-2604( d ) . 3. 10' Patchinn_and_Finishinn_Formed Concrete a. Exposed Concrete: Do not leave exposed steel ties, clamps, etc. , in concrete. 'SoTio pack * holes resulting from form construction after flushing them with water. Fill tie wire,. nail, bolt, nut, separator and core sample holes, which will be exposed within 24 hours, after forms are stripped. Grout and repair any rough pockets, cracks or honeycomb. If patches are required, chip defective area to a uniform depth of at least one ( 1 ) inch , with sides at right angles .to surface. Before applying, moisten surrounding concrete and flush with neat cement grout. 3, Cle.aning: Wash and clean flatwork and vertical surfaces. Leave free from oil , paint, plaster, form coating, and other foreign substances, ready to receive scheduled finishes: b. Unexposed_Concrete Similar treatment as specified for exposed concrete except ridges, oii•sets and other prominent marks need not be. ground off, concrete cleaned or "sacked. " This requirement applied to concrete .areas BUSHARD COMM. CTR. OAKVIEW DAY CARE CTR. HUNTINGTON BEACH 03300 - 7 that will be concealed by other construction. Exception: Painted concrete shall be considered as being "exposed 3. 11 Defective .Concrete: a. Mix Proportions: If ultimate compressive strength of test cylinders fall FeTo�� rainimun assumed in design, proportions of concrete mixes for remaining portion of structure shall. be adjusted as required to. produce concrete of design strength. b. Test Cores: Should required test cylinders fail to show design conipress ve strength, test cores shall be taken at locations designated by Architect. Cores shall be tested ' complying with Title 21 , T21 2G04 (d) . If results shoe compressive strength to be less than design stress, concrete shall - be deemed defective and shall be replaced in a manner acceptable. to the Architect, and the [Building Department] Office of State Architect. Cost of cores, tests , and patching sliallbe paid by. Contractor. Coring holes shall be drypacked. c. Concrete Work not formed as indicated, not tru.e to .intended alignment, not plumb, level , or true to intended grades, with embedded sawdust or debris, and not fully conforming to the provisions of these specifications. shall be deemed defective and shall be removed from the job site as directed by the Architect and shall be replaced with concrete complying with specification requirements. 3.12 Finishinn,Curinn_and Protection_ Flatwork: a. Screedinn: Work out all irregula.rities and bring surfaces to true finish grade or elevation. Remove excess water and debris worked to the surface during compaction and screeding. b. Floatinq: While the concrete is still plastic, float flatwork with wood TT—OTT—or power finishing machine. c. Slabs to Receive_Topping: ..r 1 . Setting beds bonded to concrete: -Upon completion of pour and before concrete .has hardened, slabs to receive toppings that are to be bonded to slab, shall be wire broomed. All remaining laitance shall be removed by sandblasting. d. Initial Trowelin2: Delay until s.urf.dce water sheen has disappeared. • Do not apply dry^cement, sand, or water to surface. Steel trowel by hand, or machine. e. Final`Trowel inq: 1 . Interior Slabs and Other Surfaces: . Hand trowel and burnish to a hard smooth surface until concrete is so. hard that no mortar adheres to trowel and a pinging sound is heard as trowel is drawn over. the surface. 2. Sills and Other Weather Surfaces: Smooth trowel and burnish. Finish external angles neat and chamfered. f. Tolerances Variations in finish surfaces shall not exceed 1/8 inch i'n any dTrection along a 10-f,00t straightedge. Floors shall not vary more than 1/2 inch from correct finish elevation. High spots on slabs which are to receive resilient flooring shall be ground down and low spots filled as approved.' RUSHARD COMM. CTR. OAKVIEW DAY CARE CTR. HUNTINGTON BEACH 03300 - 8 g. Curing: Apply as soon- as feasible after finishing operations without marring surfaces, and in any case on same day. Cure all slabs with . effective protective covering for a period of at least 10 days. 1.. Slabs to receive toppings: Cure .by .covering with concrete. curing paper. Lay paper with as few joints ' as possible and lap all joints at least 3" . and seal . Paper shall be laid as soon after finishing as possible. Lightly sprinkle slabs until curing paper is in place. 2. Other Slabs: Cure by completely and uniformly sealing with a liquid curing compound applied in accordance with manufacturer' s printed instructions. h. Protection: Protect finish surfaces from mechanical injury , abrasion, sun, wind, stains, rain, and water. Protect other finishes from hardener solutions. END OF SECTION BUSNARD COMM. CTR. �., OAKVIE14 DAY CARE CTR. HUNTINGTON BEACH 03300 - 9 SECTION 04220 - CONCRETE UNIT MASONRY 1 . GENERAL 1 . 1 Testing_Laboratory Services: Laboratory selection, payment and reports in conformance with Section 'Quality Control Services". Perform following. tests: a. Concrete Masonry_Units* Sampled and tested in accordance with ASTM Specifications CSM C140 and in addition, shall have a maximum linear shrinkage of .06 percent from the saturated to the oven dry condition. b. Cement: Sample and test cement or provide mill test reports. c. Mortar and Grout Tests: Conform with Sec. 2401(c ) , Title 21. Take . mindmum of one set of cylinders on each of first three days of masonry work and thereafter at least one set on each 5 ,000 square feet of wall area placed. d. Cores: Perform core tests on sample masonry work and structure in accordance with Title 21 , Sec. 2401(d) . Location of cores in structure shall be approved by Architect and Office of State Architect. Take minimum number ;of cores as required in Section 2401(d) , Title 21. 1 .2 Masonry Inspection: Masonry work wi11 be continuously inspected during Taying FITan inspector specially approved for that purpose by office of State Architect. Cost of such inspection will -be paid for by Owner. 2. PRODUCTS 2. 1 Materials a. .Smooth Face Hollow Concrete Masonry—Units : ASTM C90-70, Grade N1 , smooth face, uniform gray color. b. Cement: For inort.ar and grout: Type I or Type II Portland Cement conforming to ASTM Specification C-150. Type II Portland Cement may be used only if it equals strength of Type 1 . All cement used (mortar and grout) shall be low alkali type ( .6% maximum.). c. Sand: . Sand for mortar shall conform to ASTM C144, except that not less than 3 per cent of sand shall pass #100 sieve. Sand for grout shall conform to ASTM. C404. d. Pea_Gravel : Conforming to ASTM C-33. Size Range No. 8 to 3/8" . e. Lime_Putty: Made from hydrated lime conforming to ASTM C-207. f, Water: Taken from a potable source. g. Mortar Admixture: SUPER CONCRETE EMULSIONS"Red Label Suconem". h. Grout Admixture: SUPER CONCRETE EMULSIONS "Suconem. GA" Type 2, for high lift gruutingand Red Label Suconem for low lift grouting. , 2.2 Mortar and Grout Mixes: a. Mortar Proportions: One part Portland Cement, 1/4 to 1/2 part lime putty nr iiyefrateU-Timc^and mortar sand of not less than 2-1/4 and not more than 3 times the sum of the volumes of cement and lime used. Measurements based on dry loose volume. Add mortar admixture to all mortar, in accordance with manufacturer's instructions. [IUSHARD C0111.1. CTR. HUNTINGTON iSEACH 04220 - 1 b. Grout Proportions:. One part cement, three parts 'c:oncrete sand. One to Two`pa-rts pea gravel may be added for wide grout spaces. Grout shall be sufficiently fluid. to insure filling core, but not so thin as to permit segregation during pouring. , .Measurements ,based on dry loose volume. Add grout admixture to all grout,. in..` accprdance . with manufacturer's instructions. c. Mixing: Accurately measure materials for mortar and grout in suitably calibrated devices Shovel measurements or fractional sack batches not acceptable. Place sand, cement and water, in that order,' in mixer and mix for at least two minutes. For mortar, add lime and continue mixing for at least lO- more minutes or as. much longer as required to secure a. uniform mass. Retemper mortar only by adding Crater into a basin made with mortar. Work mortar carefully in. Remove from work any mortar or grout which is unused within one hour after initial mixing. Slump tests will be made on mortar, using a truncated cone• 4" to 2" , 6" high. Slump shall range from 2-1/2 .to 3". 3. EXECIITION 3. 1 General : Lay masonry in straight courses in ru.nning bond. Faces of masonry units shall be all in one plane. Make horizontal and vertical joints flush. Carry courses up at same level at wall intersections and corners , or slope back . No toothed joints permitted'. Cut units with masonry saw'. Clean concrete surfaces receiving first course of masonry by removing entire surface of concrete, exposing clean aggregate. Tops of walls not covered shall be filled ,with grout and trowelled smooth. Lay masonry surface d.ry. Install and .grout all hollow metal work occurring in masonry walls.. 3.2 Grouting: Grout all cells. Vertical cells shall have vertical alignment,, to maintain continuous unobstructed vertical cell area of 3 x 3". Grout shall be sufficiently fluid to ensure complete filling of all sections of units, but not so thin as to' allow segregation of aggregate. In no case shall grout contain more than 7-1/2 gallons of water per sack of cement. Grout pours in excess of 24" `height shall be provided with cleanouts. Unless hiqh-lift method is used the maximum lift of grout pour shall be 2 feet. When grouting is stopped for a period of one hour or longer, horizontal construction joints shall be formed by stopping the grout one inch below top ,of uppermost unit. ai.. Low-Lift Grouted Construction: Comply with Title 21, T21-2414(c). b. High-Lift Grouted Construction: I.lhere .the grout pour exceeds 2 feet -in height, the high lift grout method shall be used. Office- of State Architect circular #9 dated Apri1 .20, 1960 ( latest revision 4/76) and Title 21 , T21-2414(d). 3. 3 Rein.for=a: Bars shall,. be straight unless hooks or bends are shown.. Lap as shown. Hold firmly in place by means of frames or other suitable devices. Place steel . to. ensure minimum grout cover . of 1/2 Take care to prevent movement or jarring of reinforcing while pla-Ging masonry. 3.4 Inserts: Place inserts in masonry .as necessary for work of other trades. gout solidly in place with not less than 1" of ' grout surrounding inserts. 3.5 Provisions for other trades: Provide chases , openings , reglets, nailing insets, and-set SoTts-, dowels, plates and anchors , hangers, nailing strips and the like, in all masonry walls as required. 3.6 Curing: Do not saturate 'with water for curing or any other purpose. 3. 7 Repair of corps: Neatly patch core holes, restoring walls as nearly as possiSTe-10 orTginal appearance. 3.8 Cleaninn at CompPletion: Tuck point holes 1/8" or more. Grind off lumps, cTean deTirTs aic-surpTus. Leave the masonry. .clean and free of mortar drops , dust, loose particles and free of other foreign matter. END OF -SECTION BOSHARD COMM. CTR. IiUNI I N'GTON !li'ACH 04220 - 2 SECTION 05100 - STRUCTURAL METAL 1 . GENERAL 1 . 1 Scope: All metal shown on "S" Drawings is the responsibility of Structural Fetal Contractor. except wood .framing connectors. a. Anchor Bolts: Furnishing only is work of this section. Installation of holtsis work of Concrete and. Masonry Contractor. 1.2 Shop_Drawinns: Submit in accordance with General Conditions. 1..3 Testinn Lahoratory Services: Laboratory selection, payment and reports in conformance with Section "Quality Control Services Provide following services: a. Testinq: Title 21, Article 27, Table 2701(a) . b. Welding Inspection: Title 21, Article 27, Sec. 2701(c ). 2. PRODUCTS 2. 1 Materials : a. Material Standards and Symbols: T21-2701', U.B.C. Sec. 2701. b. Structural Steel : ASTM A36. C. Bolts : UBC 27-1-73, and 2.7-2-73 ASTM A-307, Grade A. d. Pipe Columns: ASTM A53 Gracie B Type E or S unless otherwise noted on drawings---- e. Square and Recta nular Tubes: ASTM A36 and ASTM A500, or ASTM A501. ` f. Primer: . Red lead primer, Fed. Spec. TT-P-86C. Type 2. g. Arc Weld ine_Electrodes: UBC 27-6-73. Use low hydrogen electrodes for , welding reinforcing steel . h. Gal va ni ai nq UBC. 27-1-73, ASTM A-123.. . 2.2 Fabrication a. General : Fabricate structural steel in accorda..nce with latest edition of Tecifications for Design, Fabrication and Erection of Structural Steel for Buildings" of American Institute of. Steel Construction. b. Work of Other Trades: Perform all cutting, punching, drilling and tapping required—for connecting work of other trade to structural steel . Obtain' necessary data and indicate on shop and erection drawings. c. Fiel d, Measurement: Before commencing work or proceeding with shop and e.rect�on drayrings , verify field conditions. Be responsible for accuracy and execution' of structural .steel work to meet work in place. d. Tolerance: Conform to tolerances for materials, fabrication and erection as given in "Code of Standard Practice", American Institute of Steel Construction, latest edition. `-' BUSHARD COMM. CTR. OAK1'IEW DAY CARE CTR. 05100 - 1 e. Cieanin and .Straig(jhtenin Clean all materials of scale and rust beToTe fabrication and straighten by methods that will not injure metal . After working members, restraighten as required before assembly. f. Galvanizing: Provide hot di`p galvanize coating for all exterior ferrous metiT.` Rot dip galvanize s interior ferrous metal where specifically noted or specified. Galvanizing shall be performed -after fabrication (shearing, punching, bending forming, assembling, and welding) in the largest units practicable. All projections, barbs , and icicles shall be removed after galvanizing. Repair abraded galvanized surfaces as specified in "Execution" . g. Welding: 1 . General : Conform structural welding to American Welding Society "Standard Code for Arc and Gas Welding in QuiIdfng . Construction" latest edition. Quality of materials , qualifications, inspections of welders and details of fabrication shall conforin to Title 21, T21- 2701(c), T21-27.923. Use welding operator s. .properly trained in arc welding and capable of uniform, reliable butt and. fillet welds. 2. Preparation: Clean surfaces to be welded' of paint, grease,, loose scale and foreign matter. Clean each pass of welding before depositing additional metal . . 3. Procedures: , Maintain component parts straight and in good contact. Provide welding machines with suitable devices to. regulate , speed and control current output. Ensure adequate amperage to overcome line. . drop and give adequate welding heat. Cut out and replace defective welds or unsatisfactory work or parts. h. Priming: . 1 . General : Prime all steel not to be encased in concrete or not galvanized, or not enclosed by interior finish. IV 2. Preparation: Clean surfaces of mill scale, grease, dirt and foreign matter by sandblasting or wire brushing with a power tool . f 3. Contact Surfaces: Clean immediately prior to assembly and leave unpainted. Heavily coat machine finished surfaces with tallow or . other similar removable viscous coating to prevent corrosion. 4 . Priming: Apply one coat primer, minimum 1-112 mil thick (dry ) . Prime steel .parts not in contact but inaccessible for priming after erection with two coats of primer, minimum total of 3 mils (dry) . Primer shall be thoroughly worked into joints, angles and open spaces. 5. Touch-up of Shop Coat: Clean and coat abraded, burned, and otherwise damaged spots and exposed bolts with one coat of primer. 6. . Rusting: Shop Coat. showing evidence of rusting over 25% of any surface after erection shall be .remo.ved and replaced. 3. E.XECUTION 3. 1 Erection: a. General : Erect structural steel in accordance with drawings and spec TTcations and latest edition of "Specifications for Design, Fabrication and Erection of Structural Steel for Buildings" of American Institute of Steel Construction. Completely plumb work before final connections are made.. Use. only , skilled workers , in best commercial BUSHARD COMM. CTR. OAKVIEW DAY CARE CTR. 05100 - 2 practice. Obtain written approval from Architect prior to any deviation _ from drawings .. Provide temporary - bracing as required, including provisions for construction loads. After erection, steel work'. shall be free from twists, bends , buckles or open joints. b. Anchor Bolts : Furnish anchor ;bolts,, wi.th.' setting diagram in compliance 'wTt"ii approved shop drawings. c. Hv41rina_Plat.es : Set bearing plates for structural steel as shown. Set TT—exact position and alignment. d. Bolted Connections: Make all connections between members by means of we ing or inaci7ine bolts, unless otherwise indicated. Bolted connections shall conform to standards of American Institute of Steel Construction unless detailed otherwise. -3.2 Field Weldinn Reinforcinq Liars and Connections:. Conform to AWS D12.1 �Recommended�Practices for Welding Reinforcing Steel , Metal inserts and connections in Reinforced Concrete Construction". 3.3 Galvanized aTva ni zed-ser�`ac`r s and Surfaces: After erection and field welding, wire brush scarred �. y give field touch-up of AMERICAN SOLDER AND FLUX CO. "Drygaly" or #3017 Galvanizing Bar, E .H. MINTIF. CO.' "Galvicon",. or METALLOY PRODUCTS CO. "Galvalloy" applied according to manufacuturer's specifications. 3.4 Touch-11L): After, erection, clean field, • welds., field bolts and abraded portions and give an additional brush spot coat of paint. Ensure complete coverage and unbroken paint film throughout structural steel work .. END OF SECTION BUSHARD COMM. CTR. 05100 - 3 OAKVIEW DAY CARE CT,R. SECTION 05500 MISCELLANEOUS METAL 1 . GENCRAL 1 . 1 Cartes and Standards : AI SC "Specifications for the Design, Fabrication and I-rection of Structipral Steel for Buildings" ; .AWS "Structural Velding Code comply with appllcahle provisions unless otherwise indicated. 1 .'1 Sholp Ilraninas_and_Dat.a: Sho►r complete details and instructions far iHric500, .ass 01y, and .installation. Furnish anchor bolts required foy installation in other word: ; furnish templates for bolt installation. 1 .3 Inserts and Anchorages : Furnish inserts and anchoring devices to he built lIr1:Q ether wort for installation of miscellaneous metal items ; .coordinate delivery to job site to avoid delay. P. PRODUCTS 2. 1 Materials : a. Steel PlateSi Shapes, Bars : ASTM A 36. h. Cold-Rolled Steel Sheets : ASTM A 366. c. Concrete Ins'ert:s : Malleable iron (ASTM A 47) or cast steel (ASTM A 27) lnsert.S, \llth steel bolts,. washers And shims ; hot dip galvanized. d. Shop Paint : FS TT-P-86, Type 11 , or, SSPC-Paint 14. Apply to cleaned aF iegreased steel surfaces at rate to provide a 2.n-mil dry film thickness. e. Ga1vanizin2: ASTM A 386 Ora assembled products; A 153 for iron and steel hardware. `... 2.2 Fabrication,, General : Use materials of size and thickness shown or, if not shmin, of required size and thickness to produce strength and durability in finished .product . Shop-paint all itens not specified to he galvanized .after fabrication. • a. :b!e•ld corners and seams continipogsly; grind exposed welds smooth, and flush. b. Form exposed . connections with hairline, flush joints; use concealed fasteners where possible. I. 3 Rough Ilardware : Furnish Custom fabricated bolts , plates , anchors , hangers , iTT)ii!�!. sl , aFiJ other miscellaneous steel and iron shapes for framing and supporting and, anchoring woodwork . a. Loose Steel Lintels : Fabricate to sizes shown 1 . Galvanize after fabrication. ?.4 Miscellaneous Framing and Supp orts : Provide as required to complete work. and not included with structural steel framer•rork . Fabricate of welded construction in as large. units as possihle; drill . and tap as required to receive hardwire and sinilar items. Include required anchors for building into -other wort ; spaced not more than2A" o. c.• 2 .5 1!.isrellaneous Steal Trim: Fabricate to shapes and sizes as required for prof lK sliortn , continuous melded ;joints and smooth exposed edges. Use BI!SiIARn coven. CTR. nn1',VI1.W DAY CARE: CTR. HUNTINGTON BCACH 0550D - 1 concealed field splices wherever possible. Provide cutouts , fittings , and anchorages; coordinate assembly and installation with other work. a. Angle Threshold: Galvanized steel angle with galvanized anchors. 3 . EXECUTION �.� 3.1 Installation: Perform cutting, drilling and fitting required for installation; set wort: accurately in location, alignment and elevation, measured from established lines and levels . Provide a'nchorage. .devices .and fasteners There necessary for installation to other work . END OF SECTION. RUSHARD COMM,. CTR. 0AKVI1-V! DAY CAPE CTR. 111HITINGTON RFAC.II 05500 2 SECTION 06100_- ROUGH_CARPENTRY 1. GENERAL 1.1 Descrip•tion: Furnish all labor, material , and equipment required to coipTit' the work shown on the drawings and specified herein, including but not limited to the following: a. Wood Framing. b. Blocking, Backing, and Wood Ground required for securing other work. c. Rough Hardware and Connectors. d. Installation of Special Connectors, Seats, ' etc. , furnished by other trades... e. Installation of hollow metal work occurring in wood framing. 1.2 :General Reouirements: a. Standards : Comply with U.B.C. Chapter 25 and Title 21 , T21-2501. b. Coordination: Cooperate with other trades, especially Concrete, Masonry , and Miscellaneous Metal , to prevent duplication of rough hardware furnished. Layout partitions accurately in true alignment. Verify that embedments and inserts are located and set properly. c. Storage: All lumber and plywood shall be stored off the ground and compTetely covered, in a dry and well ventilated location. d. Powder Driven Fasteners shall not be used unless approved by Structural Engineer. e. Decay and Termite Protection: Foundation plates and sills on concrete or masonry slab, in contact with earth, and sills which rest on. concrete or masonry foundations. Treated wood shall comply with American Wood Preserver's - Association Specification P5-65 and C1-65. Treat with chromated zinc chloride or "Wolman Salts". Apply 0. 35 lb. of preservative per cubic foot of wood. Coat lumber surfaces cut after treatment by dipping. or brushing with preservative identical to original type used. 1 .3 Grade Markings : All lumber and plywood shall bear the grade stamps listed MEW: --- - a. Lumber: West Coast Lumber Inspection Bureau Grade Stamp. b. P1Ywood: APA grade mark . c. Preserva.tive-Treated Lumber: Grade identification on each piece. 1.4 Protection: a. End Sealing: Fresh cut ends of Douglas Fir lumber 6 x 6 or larger shall be sea.l. ed.with aluminum primer immediately after cutting. b. Preservative-Treated_Lumber: Freshly cut surfaces of treated lumber shall be coated with preservative of same type as used , for treatment. ..• BUSHARD COMM. CTR. OAKVIEW DAY CARE CTR. HUNTINGTON BEACH 061,00 - 1 2. PRODUCTS 2.1 West Coast Lumber: "Standar.d Grading and .,Dressing Rules No. 16" of West M—s Lumber Inspection Bureau ...Stress grades as noted on structural. drawings. All lumber S4S unless otherwise .in`dicat`ed. \r 2.2 Plywood: Product Standard PS-1-74. a. Structural Sheathing:. Structural 1 or C-C with exterior glue, as noted onsrawi ngs. b. Interior: Interior C-C (plugged) sanded or Underl"ayment sanded. . 2.3 Weather Barrier: Building paper conforming to Federal Specifications UU-B- 79U-7, Style 2, Grade D or asphalt-saturated rag felt, ASTM D22.6, 15 lb. type. 2.4 Water-Borne Preservative: Copperized chromated. zinc .chloride TT-W-00562, or Wo3man UCA'SSalts, 7797- 0O and TT-W-535.. 2,5 Penetrating Wood Sealer: Alkyd resin, low solids content, clear sealer suTtabTe for stained finish. Rez Sealer and Primer. 2.6 Rough Hardware: Furnish bolts and attachments to other trades for instajTatTon in masonry and concrete work . a. Screws, Spikes, Toggle Bolts�Etc: Standard Commercial grade steel . b. Nails: Common wire. c. Bolts and Lag Screws and Washers: American Standard, ASTM A-307 (Bolts) .. 1'zposea-fasteners shall—be`galvanized.. d. Joist Hangers, Straps, Ties t Bridging Etc. ; . Steel , galvanized. e. Framing Connectors: "National Design Specifications for Stress-Grade mb«�. Luer and Its Fastenings by the NFPA. Simpson, Catalog #78H-1, or approved equal . Approved equals to have matching ICBO numbers. . 3. EXECUTION 3. 1 General : a. General Workmanship: Conduct work under direction of capable experienced foreman Accurately locate members to line and dimension. Ensure full contact of timbers framed together. Ensure let-in members in full contact on two surfaces. b. Salvaged Lumber: Sound lumber used for concrete formwork , complying with ipec 7c t on requirements, and. approved by the Architect may be used in totally concealed locations as follows: 1 . Non-stress Graded Lumber and Plywood: For non-stressed framing members, as in non-load bearing partitions, , and for sheathing. 2. Stress-Grade Marked Lumber: For members carrying stress. BUSHARD COMM. CTR. OAKYIEW DAY CARE CTR. HUNTINGTON BEACH 061OU - 2 c. Cutting: Do all cutting and framing required to accommodate structural members, piping conduit, ducts, and installation of mechanical , electrical , and other equipment, and apparatus., 1 . Architect ' s . Structural Engineer, and OSA approval shal.l. be obtained for all cutting of structural members. 2. Machine laminated lumber accurately as required . for installation of rough hardware, seats, bolts, dowels and connectors.` 3. Cut plates shall be reinforced with metal straps. 4. -Holes up to 2" in diameter may be bored at- center of joists over _8." in depth. d. Framing: 1 . Bracing and Shoring: Provide all supports, guys, braces, etc. , required to stabilize structure during construction. 2. Lumber shall be accurately saw-cut and fitted into position and securely nailed, spiked, .lag screwed,, or bolted as required. e. Fastenersa:. Bore holes for .fasteners and size as noted: 1 . Nails and Spikes: Smaller than diameter of fastener. Bore holes when required to prevent splitting. Z. Lag Screws`. Same diameter and length as shank. Bit size• shall be no larger than base of threaded portion of screw.,- J. Bolts: Holes 1/32" - 1/16" larger than bolt. 4. Framing Connectors : Smaller than diameter of fastener. Bore holes when required to prevent .splitting. f. Nailing: yam. 1 . General : Refer to details and tables on drawings for specific nailing requirements. In absence of specific instructions, use 16d nails for framing 2 inch thick material , 8d for 1 inch thick material . Drill nail holes slightly smaller than nails used where splitting occurs. Replace split or otherwise damaged structural members. g, Plywood Diaphragms: Table No. T21-25-d and K shall be used for the design oT7horizontal and vertical plywood diaphragms except that unblocked plywood diaphragms shall not be used for vertical diaphragms . Plywood shall be applied directly to wood members. Use of machine nailing is subject to a satisfactory jobsite demonstration for each project and the approval by the project Architect or Structural Engineer and the Office of the State Architect. ' The approval is subject to continued satisfactory performance. Machine nailing will not be approved in 5/16" plywood or for use on walls. If railheads penetrate the outer ply more than would be normal for a hand hammer or• if minimum allowable edge distances are not maintained the performance will be deemed unsatisfactory.. h. Bolts: Install with steel plate, malleable iron or cut washer under head and nuts. Refer to drawings for types and sizes of washers bearing on wood. Drive into place. Ensure full engagement of nut, but projection of . bolt beyond nut not to exceed one bolt diameter. Tighten nuts at installation and again immediately prior to enclosure. BUSHARD COMM. CTR. OAKVIEW DAY CARE CTR. HUNTINGTON BEACH 06100 - 3 i . La Screws: Lubricate with soap or similar. material . Turn into place ;M175ouT-ariving. Ensure penetration into lagged member of 60 percent of screw length. Lead holes for shank same diameter and depth as shank. Lead holes for threaded portion shall - match root diameter and be of equal length to threaded porti,on.. See- National 'Design Specs. Section 700-H- 1. Provide washers of same_ sizes as. speci`fie'd for `bolts. j. Framing Connectors: Drive nails into all holes of each connector. Tnstdli all bolts in each framing connector unless detailed otherwise. 3.2 Sills and Plates: Install Pressure Preservative-treated lumber for plates ana 7Ts rin conformance with 1973 UBC Std. 25-12. 1 Bolt to foundations and slabs. Sills shall be leveled with shims, washers placed, and nuts tightened to level. bearing before drypack cement grout is packedinto space between sill and concrete, as specified under Section "Cast-In-Place- Concrete". 3.3 Stud_Walls Partitions_and Furring: a. Wood Studs : All studs full length, double at openings and tripleat corners-. Frame walls with single plate at, bottom and double plate at top. Lap double plates at corners and intersections and minimum V -0" at splices. Shim sill plates to grade with nuts tightened and drypack space under sill filled completely with stiff •grout. See Title, 21 , Article T21-2518( f) for framing for pipes. h. Plates and Sills: Provide single sill, - and double top plate. Stagger joints? Teet i� top plates. c. Bridgj.2g Provide herringbone bridging 2 x width of stud at midheight of stun walls or 8' -0" maximum. d. Backin : Cut-in blocks wherever ne.cessary for bracing or backing for appTie� finish or fixtures. Cut-in 2" solid blocking between. studs at all horizontal joints in non-structural plywood wall sheathing. Provide wood backing as required .to receive plumbing and/or electrical fixtures and equipment, cabinets , future (N. I .C. ) and indicated wall-attached equipment, door stop plates and other fixed equipment. Provide continuous perimeter backing at ceiling plane for longitudinal forces of wall-secured suspended ceiling systems. e. Firesto s in Furred_Space_s: Provide fire stops in accordance with U.B .C.. fee.. n17TTT-__. _ f. Wood Nailers and Saddles: Fiber cant strips is work. of Section "Built-.up (Fooling Frov de ana install preservative-treated wood nailers, cants and stops where indicated. Nailers and stops shall be same thickness as insulation. Provide cricket walls (saddles ) where indicated. g. Corners and Intersections:. Frame with 3 studs or 'as detailed.. h.. Openings Frame with double studs each side and double headers _placed on edge,resting on cripple studs. Truss or block over headers. i . Wood Grounds,_Nailers, Blocking_and dSSleepers.: Provide wherever shown and where f required or screeding or attachment of other work. Form to shapes as shown an.d cut as required for true line and level of work to be attached.• Set true. to line and level , plumb, with intersections true to required angle. Coordinate location with other work involved. Attach to substratum securely with anchor bolts and .other attachment devices as shown and as .required to support applied loading. Countersink BUSHARD COMM. . CTR. OAKVIEW DAY CARE CTR. . HUNTINGTON BEACH 06100 4 bolts and nuts flush with surfaces, unless 'otherwise shown. Build into I asonry ; anchor to formwork before concrete placement. Provide . grounds of dressed,.- pres.ervati-v.e ,..tre.ated. key-bevelled lumber not less than 1-1/2" wide and of the thickness required to bring face of ground to exact thickness of finish material .i_nvolved. Remove. temporary, grounds when no longer required. 3.4 Built-up Beams : Nail . together built-up. members 10" or less in depth with 16d nails at 12" o.c. staggered along top and bottom edges. Bolt together built-up members over ' 10 in depth with 1/2" diameter bolts at 2" o.:c. , staggered along top and bottom edges. Fit bolts with standard washers under head and nut. 3.5 Roof-and_Ceiling Frami.ng: a. Joists and Rafters: Lay with crowning edge up with full end bearing. b. Openings: Frame for hatches , vents, and other openings as required. c. Bridging: install 2 x 3 bridging at 8'-0" maximum on centers at joists over Ur in depth. Install 2 x 3 cross bridging , or 2" solid blocking, between.. roof rafters and ceiling. joists. . Approved metal cross bridging nailed u'sing .all nail holes may be used in lieu of 2 x 3 bridging. Do not nail bottom of cross bridging at roof rafters, until after installation of ro.of sheathing. d. Solid Blocking: Install between roof rafters and ceiling joists over partitions and at end supports as indicated. e. Plywood Roof Sheathing: Install plywood over rafters or decking as in�icated on ra dwings. Thickness and nailing shall be as Andicated on structural drawings. f Plywood Joints: Install 1/2" H clips at butt joints of roof sheathing, between rafters spaced 24" o.c. where solid blocking is not required. 3.6 Hollow Metal Work : Install hollow metal units, and accessories occurring in Trame `construction in accordance with the final shop drawings and manufacturer's data, . and as herein specified. Provide isolation for subsequently applied plaster and mortar. Entire installation shall be weathertight. a. Placing Frames: Except for frames located , at in-place concrete or masonry ,place frames. prior to the construction of enclosing walls and ceilings. Set frames accurately in position, plumbed, aligned, and braced securely until permanent anchors are set. After wall construction is completed, . remove temporary braces and spreaders leaving surfaces smooth and undamaged. 1 . Metal Stud_ Partitions: Install at least 3 wall anchors per jamb at hinge and strike levels. In open steel stud partitions, place studs in wall anchor notches and wire tie. . In closed steel stud par.titions,, attach studs to wall anchors with tapping screws. 2. Grouting: . Grout all hollow door metal frames. 3.. 7 Furring: Install where indicated and as required to conceal piping, structural metal work , and other unfinished work where- metal furring is not indicated. Furring shall be 2 x studs or as; required. END OF SECTION BUSHARD COMM. CTR. OAKVIEW DAY CARE CTR. HUNTINGTON BEACH 06100 - 5 SECTION 06180 GLUED LAMINATED WOOD 1_ GENERAL 1.1 Related Work_Specified_Elsewhere: a. Rough Carpentry . b. Miscellaneous Metal . 1.2 Submittals: a. Shop and Setting Drawings : Submit for structural glue-laminated timber Tn accordance—witFi-' neral Conditions. b. -Certification: Provide AITC Certificate of Conformance. 1.3 General Requirements: a. Standards : Production of structural glue laminated timber under these specifications shall be in accordance . with Voluntary , Product. Standard PS56-73 and 'AITC 117-74 for Structural Glued Laminated Timber and Title 21 , T21-2511 (f), Quality of materials and workmanship shall .be vested in . the Laminator 's quality control in day-to-day operations. b. Quality Control : Inspection and required Certificate ' of Conformance s aTT_be Tn compliance with Section Quality Control Services. All glued laminated: lumber shall be continuously inspected during fabrication by an inspector specifically approved for that purpose by Office of the State Architect. Each member shall be stamped with an identifying number and shall be accompanied by a Certificate of Inspection. The Certificate of Inspection shall certify grade of lumber and type of glue, and shall bear a signed statement by inspector that work is in conformity with, plansand specifications, Title 21 ,T21-2511(f) (4) . c. Protection During Shipping and Field Handling: Comply with "Recommended. Practice for Protection of Structural Glued Timber during _ Transit, Storage and Erection,", AITC 111. Laminated be bundle wrapped. d. Storage All glued laminated wood shall be stored off the ground and ' completely covered, in a dry and well ventilated location. e. Protection After Erection: Provide suitable temporary protection from anverse weather or dampness until associated work to enclose the work is. performed, to .the. satisfaction of the Architect. 2. PRODUCTS .2..1 West Coast Lumber: "Standard Grading and Dressing Rules No. 16" of West UoST Cumber inspection Bureau. Stress grades as noted on . stru"ctural. drawings. All lumber S4S unless otherwise indicated. 2.2 Laminated Structural. Lumber: Comply with appearance requirements of American Institute of Timber Construction. . UDC 25-10-76 and 25-11-769 Douglas Fir, Coast Region, with wet-use adhesives, UBC 25-19-76. Architectural appearance grade shall have continuous full width soffit layer. a. Grade: Industrial Appearance, smooth sanded. j . BUSHARD COMM. CTR. OAKVIEW DAY CARE CTR. HUNTINGTON BEACH 06180 -: 1 b.. Approved Fabricators: As• approved by Architect and Office of the State A r c fi i e c `�—`----- c. Fabrication: Waterproof glue shall conform to UBC 25-19-73. Use shall conform to conditions specified in Part II and III . All beams , shall be given a uniform coat of "Woodlife" . before leaving fabricator's plant. Provide degree of camber indicated for each type of framing member. d. Moisture 'Content: Shall not exceed . 12% nor less than 7% at time of 9Tu t n g---------- e. End Joints: .Title 21. T21-2511(f) ( 1) . 3. EXECUTION 3. 1 General : a. General Workmanship: Conduct work under direction of capable experienced foremen."Accurately locate laminated timbers to line and dimension. Ensure full contact of timbers framed together. b. Protection: Architectural or Premium appearance grades shall be protected from damage by weather or by other trades until Owner's acceptance of the work. c. Caulkinp: Laminated beams bearing on exterior walls shall be set on 2 contTnuous beads of caulking placed on top of. sill plate . or on strips of impregnated fdam. d. Grouting: Dowel holes in laminated .beams shall be packed with expansive cement. . END OF SECTION BUSHARD COMM. CTR. OAKVIEW DAY CARE. CTR. HUNTINGTON BEACH 06180 - 2 SECTION 06200 - FINISH CARPENTRY AND MILLWORK 1 . GENERAL 1 . 1 Descri tion: Provide all miscellaneous exposed wood members commonly known as Finish Carpentry or Millwork unless such items are indicated to comply with another section(s) .of these specifications. 1 .2 Standards : Conform to "Manual of Millwork", Woodwork Institute of Calfiornia (WIC ) for Material. Requirements - Exterior and Interior Trim; Laminated plastic covered casework ; Countertops and Splash and Miscellaneous Interior Millwork . 1.3 Shop Drawinss : Submit in accordance.with General Conditions. 1 .4 Product Handling: The woodwork manufacturer and the General Contractor sTUT Fe JOTT Ty. responsible to make certain that woodwork is not delivered until the building and storage areas are sufficiently dry . Store woodwork materials and completed woodwork only in a dry , 'ven•tilated place, protected from the weather. Protect sanded and finished surfaces from soiling and damage during handling and installation. 2. PRODUCTS 2. 1 .Moisture Content: a. Interior Woodwork : Moisture content shall be a minimum of 6% and shall not exceed 177,0 to 2" nominal thickness and shall not exceed 19% for pieces thicker than 2" up to 4" nominal thickness. b. Exterior Woodwork : 9% to 12%. 2. 2 Material s------------ a. Dou las Fir. Trim: W.I .C. "Custom" grade Douglas Fir trim, vertical gran—for transparent finish. Resawn texture. b. Plywood Paneling: APA Texture 1-11, Douglas Fir, rough-sawn with grooves�'T O.C. 2.3 Laminated Plastic Casework! WIC Section 15. At adjustable shelving, plow, supporting members vertically to receive standards so that shelving will fit snugly against. vertical members. a. Core Material : Particle board. b. Ex osed Surface: Decorative high-pressure laminated plastic, .028° c. Edging: .028" thick self-edge or .0177" polyvinyl. chloride edging. 2.4 Laminated, Plastic Tots and Splashes : Construct tops in conformance with WoocaworF—lns'titutn of CaT1Tornia standards , Section 16, custom grade. Provide 1-.1./.4" flat self edge at leading edge and finished ends , unless detailed otherwise. Make cutouts for sinks, fittings and equipment. All tops are laminated plastic unless otherwise indicated. ' 2. 5 Cabinetwork Ftardware: Hardware shall be furnished as listed in W. I .C . pIT)—pTement to 7ecLion 25A except as herein modified. All doors and drawers shall be provided with pulls unless otherwise indicated. �... BUSHARD COMM. CTR. OAKVIEW DAY. CARE CTR. HUNTINGTON BEACH 06200 1 3. EXECUTION 3. 1 General Workmanshi Use concealed fastening wherever practicable. Exposed wood sur E' shaTT be sanded an(i`Ifree from tool- marks .or similar blenishes. Hand sand in the building after erecti-on, until all defects are entirely removed. Any material showing machinery , sandpaper or other defacing marks will be rejected. Neatly and accurately scribe in place wherever required, maintaining full widths of end members. . Miter all. exterior angles. Cope interior angles of molded parts. Provide a neat, tight joint where work specified in this Section adjoins other work . 3.2 I'nstallation_of Standing and_Running Trim: a. Trim and Moldings: Install . in single, unjointed lengths for openings and for runs less than 10' . For longer runs, use only one piece less than 10' in any straight run. Stagger joints in adjacent members. . Cope at returns and miter at corners. Attach securely in p,lase with uniform . joints providing for thermal and building movements. b. Nailing: . Blind nail where possible. Use fine finishing nails where 'exposed. Set exposed nail heads for filing, except for exterior wood which is to receive a natural finish (if any ) . 3.3 Installation of Doors : Fit doors accurately in their respective frames. FTrcpare U ors e'er Fardware as required and. install doors with - hardware properly adjusted. For hollow metal doors comply with S.D. I . 100. Use concealed fastening for wood transom panels. 3.4 Instal.lation of Finish Hardware: Install finish hardware for doors. Properly index and file all keys as directed. Apply hardware in accordance with manufacturer's instructions , fit accordingly a.nd apply securely and adjust carefully. Use care not to injure work . when applying hardware. Set thresholds in mastic. 3.5 Installation of Cabinetwork : Securely . anchor cabinetwork to wall and base at maximum spacing of 32 o.c. applied through cabinet' frame or cleats in cabinets to wood bloc.king or metal backing plates installed as work of .other sections. Furnish fillers , closures, trim and t-he like as required for , a complete i.nstalIation. Completed cabinetwork shall be free, of nicks, scratches or other defects. 3.6 Exterior Carpentry Work : U,s:e hot dip galvanized nails. END OF SECTION BUSHARD COMM. CTR. OAKVIEW DAYCARE CTR. HUNTINGTON .BEACH 06200 - 2 SECTION 07200 BUILDING INSULATION 1 . GFNERAL 1 . 1 Standards: Material shall conform to Fed. Spec. HH-1-521D, Types II and TTT:__--_ 2. PRODUCTS 2. 1 Insulation: Mineral wool or fiber glass formed into. a uniform mat of 'J-eT'1U1- e-Uimension and controlled density as manufactured by OWENS-CORNING, U. S. GY.PSUM, PREMIUM BRAND INSULATION GROUP or equal . 2.2 Sound: a. Wall Cavity: Kraft-faced roll or batt, 3-1/2" thick. 2.3 Thermal : Roll or batt insulation material. foil-faced vapor barrier side, ;77 'rmaterial only" value of "R" specified. a. Walls: 3-1/2" nominal thickness, "R" value of 11. b. Roof Rafter paces: 6" nominal thickness, '"R" value of 19. c. Sag Wires: 18 gauge steel wires or "Lightning Rods". * 3. EXECUTION 3.1 General : Comply with these specifications and with- .manufacturer's Instructions for the particular conditions of installation in each case. If printed instructions are not available or do not apply to the project conditions, consult the manufacturer's technical representative for specific recommendations before proceeding with the work. Extend insulation full thickness as shown over entire surface to be insulated. Cut and fit tightly around obstructions, and .fill voids with insulation and mastic. 3.2 Sound Control : Securely fasten sound insulation to .studs with pronged or spindle anchors and washers, clips, zinc coated wire or other approved device. -Install in partitions as shown a.nd securely` fasten to studs. Make insulation continuous at corners and overlaps. Fit tightly against adjoining insulation and frames. Extend insulation from floor to ceiling or above as indicated. Avoid gaps, bulges or extreme compressioni and repair breaks or tears in paper facing_. 3.3 Thermal Insulation: Install . in strict accordance with manufa.cturer's instruct o_n_s Vapor barrier toward occupied area. Cut insulation to fit all angles, corners, irregular spaces, plates and sills. Butt tightly together at joints. Staple through nailing flanges to rafters, studs or joists. At ceiling joists provide minimum of 3/4 air space facing vapor barrier. Where roof rafter spacing is over 16" o.c. ,. install sag wires at 16" o.c. across roof rafters. If. "Lightning Rods" are used, install as per manufacturer' s instructions. END OF SECTION BUSHARD COMM. CTR. OAK.VIEW. DAY CARE` CTR. HUNTINGTON BEACH 07200 - 1 SECTION 07510 - BUILT-UP BITUMINOUS ROOFING �.` 1_ GENERAL �-- 1 .1 Description: Provide 20 year bondable type mineral surface cap sheet roofing system meeting requirements of Section 3203(e) , Title 19, Californi.a State Fire Marshal for fire retardant roof coverings. The system of one manufacturer shall be used throughout the entire project. a:, Sy stern: Materials per. 100 sq.ft. (figures - indicate minimum pounds per Components Substrate Wood Felts Sheathi.ng paper, 1 ply Base felt 1 ply 37 Plying felts 2 ply - 26 Cap sheet 1 ply - 72 Asphalt On substrate 10 (sprinkle mop) Between plies 46 Under cap" sheet 23 Min. Test cut weights 31 .5 oz. (ounces per sq. ft. 1 ( Including cap sheet) b.\Approv_ed Manufacture"rs: FLINTKOTE U.S. GYPSUM PABCO JOHNS-MANVILLE v ' c. Manufacturer's Products: Obtain primary roofing ma,t,erials from only one ma nutacturer; to the greatest extent possible. Provide secondary materials (and materials not available from the primary roofing. materials manufacturer) which are recommended by the manufacturer of the primary materials. 1 .2 Submittals: a. Shop_Drawi.nas : Submit " 5. copies of letter describing roofing systems proposed for use. Include two copies of manufacturer's specifications and methods of application. b. Manufacturer' s Certificate: Before delivery to job site, the manufacturer shall provide certificates indicating all materials fully meet or exceed requirements of .the grade or grades specified. c. Guarantee: Before work will be accepted, Contractor shall deliver into bands of Owner a written guarantee for twoeears stating following: 1 . That roofing, including all metal and built-up flashings , counterflashings , expansion "joints .and waterproofing membrane,. will be maintained watertight. 2. That any defective materials and/or workmanship which may become evident within two-year guarantee period will be replaced with proper. new materials. BUSHARD COMM. CTR. OAKVIEW DAY CARE CTR. HUNTINGTON BEAH 07510 - 1 3. That roofing will lay smooth and even. 4. That any repair or replacements which may be necessary on account of any of above mentioned 1 . 2, or 3 causes, will be made immediately without cost to Owner. 5. Any repairs or replacement of storm damaged furnishings and equipment due to defective roof materials and/or workmanship, will be made immediately without .cost to Owner. 6. Guarantee shall be dated from date of acceptance of work by Owner. 7. The guarantee shall be countersigned by the General Contractor, as jo.i.nt guarantor. 1.3 Quality Control : a. General': Quality Control selection, payment and reports in conformance , with Section "Quality Control Services". 1 .4 Product Handling: Deliver materials . in original packages bearing manuiacturer�s labels. 1 .5 Protection: Work of other trades shall be protected from damage and if damaged in performance of. work of this section, shall be replaced or patched in manner fully acceptable to the Architect at no added cost to the Owner. 1 .6. Other Subcontractor' s Work : Roofing Contractor shall read the appropriate sections of the mechanical and electrical specifications and drawings that pertain to roofing penetratiions and allied work occurring on roof decks. 2. PRODUCTS 2.1 Materials: a. Asphalt: ASTM D312, Type II and as required by roofing manufacturers .,., specifications. b. Sheathi_nq Paper ( If Required).: 5 lb. rosin-sized building paper. c. Base Felt.: ASTM D-3378 coated asbestos base felt. d. PIXi`na Felt: ASTM D-250, asphalt-saturated asbestos felt. e. - Cap Sheet: Fed. spec SS-R-630d, Class 3, mineral surface cap sheet. f. Base Flashing: Flashing system is based on JOHNS-MANVILLE "Asbestile" TT sFiing system No. FE-14. Equivalent flashing system by other approved roofing manufacturers will be acceptable, as approved. Use at all parapets, roof penetrations, platforms , curbs, canted or raised gravel stops or_ wherever roof deck intersects a vertical surface. g. Cant Strips: Impregnated fiber strips. 3. EXECUTION 3. 1 Preparation: Roof deck shall be clean, dry, smooth and, properly graded to drains. Wood cants nailers, fillers and stops shall be in place prior to roofing work . BUSHARD COMM. CTR. OAY,VIEW DAY CARE CTR. HUNTINGTON BEAH 07510 - 2 3. 2 Roof Application: a. Inspection: Perform inspection of base surfaces to receive work of this !ection. Do not apply materials until any necessary corrections are made. b. General : Apply roofing, fleshings and the like in strict accordance with nianuTacturer' s instructions. Provide fiber cants in angle of all tntersection's of roof deck and vertical walls or surfaces. Installation shall be perforined by applicator approved by- materials manufacturer. Apply asphalt at 375 degree - 425 degree F . temperature. Do not heat above 425 degrees F . nor apply under 375 degrees on the mop. Prime metal (lashings , outlet flanges and the like, before applying roofing materials. All felts shall be "surfaced" or glazed at end of days work. c. Supervision: Supervise installation of metal roof flashing, counterTTashing .and related work. Include such work in scope of required guarantee. 3.3 Field Control : a. Test Cuts: One test cut will be taken for each 50 squares of roof area, . or part thereof. Test cuts will be weighed and visually inspected on job-site and then removed for delivery to testing laboratory. Additional test cuts may be taken if inspection service has reason to believe that . specifications have not been followed in completing roofing application. b. Test samples shall be 4" x 36" cut across laps in felts in a manner to exposed all plies , c. Weioht�Tolerance: The test sample shall not weigh less than the minimum test cut weights specified in the roofing system description. (paragraph d. Should the test cuts shown. the material to be light in total weight or plies the roofing shall be brought up to manufacturers recommendations to comply with a 20 year limited membrane guarantee at no additional cost to ...- the Owner. e. Roofing will not be permitted to proceed until all deficiencies disclosed as a result of "test cuts" have been corrected and approved. END OF SECTION 4USHARD COMM. CTR. OAKVIEW DAY CARE CTR. HUNTINGTON BEAH 07510 3 SECTION 07600 - SHEET METAL 1 . GENERAL 1. 1 Standards : Conform work to requirements as specified in Architectural Sheet }�`etaTaianual as 'compiled by (SMACNA) Sheet Metal , Air Conditioning, Heating . Contractor' s Association, . unless otherwis.q indicated or specified. 1 .2 Shoo Drawings: Submit in accordance with General Conditions 2. PRODUCTS 2.1 Materials : a. General : Accurately form all sheet metal to the dimensions and shapes required. Finish with true, straight sharp lines and angles. Cope at intersections to a precise fit and securely solder, braze or weld according to the best practices for the material . Solder joints slowly , with full flowing solder and male neat, as thin as consistent for the joints so .formed. Reinforce as required. _ Hem all exposed edges of metal work 1/2". b. Galvanized Iron: Commercial quality carbon steel sheets with minimum of U..7-0` copper content complying with ASTM A526 hot-dip galvanized to comply with ASTM A 525, 1.25 Commercial class, mill phosphatised if shown to receive paint finish. Provide 24 gauge minimum unless otherwise indicated. c. Asphalt—Paint: Approved alkali-resistant bituminous paint. d. Mastic : Federal Specification SS-C-153, fibrated asphalt plastic cement. 2.2 Standard Products : Counterflashing, reglets, copings and edgings in stock patterns conforining substantially to details and design as shown, are �.. acceptable. Manufacturers:. FRY REGLET CORP>< LANE-AIRE CORP>< or others approved as equal . 2.3 Sheet Metal Items : All sheet metal work is not necessarily individually described. Descriptions included are major. items or those requiring detail . Provide. other work , as indicated or necessary. a. Gutter: SMACNA, Plate 2, Style D. b. Dor,nspouuts: SMACNA, Plate. 32, Fig. C. 2.4 Kitchen_Equipment: a. Stainless Steel :. U.S. standard gauges, 18-8 type 302,. 4 finish. Grain of stainless steel to run lengthwise on horizontal surfaces. b. Waste Outlets: Lever or rotary type, , waste valves with connected ove`rfToHs as specified. FISHER BRASS FOUNDRY, 5322 Santa Fe Avenue, Los • Angeles, California, Model 451A or KENCO PRODUCTS CORP. , Model D=538, over _f.low. .with reducing adapters. 3. EXECUTION 3.1 General : Where non-ferrous metal adjoins ferrous metals , flood adjoining surfaces with asphalt paint to prevent corrosion. BUSHARD CORM. CTR. OAKVIEW DAY CARE CTR. HUNTINGTON BEACH 07600 - 1 3.2 hoofing Work: a. General : Install sheet metal work under direct supervision, and, to cNipTete satisfaction of roofing applicator. Install work watertight and we at tier tight . throughout. Provide for expansion and contraction, free ^ from undue stress in 'any - part of completed, work using lap-type expansion 1 joints. 3.3 Downspouts: locations as shown. on drawings . Lap end joints a minimum of 1- T77 inches in direction of . flow. Hold downspouts in position, clear of walls by hangers not more than 10 feet. on centers , " fastened securely to supporting surface. I.nclude .all necessary elbows and hangers. Hangers shall be as shown in SMACNA Manual, Plate 34 unless otherwise detailed. Provide 45 degree tail piece outlets unless" otherwise indicated. 3.4 Kitchen-Equipment: a. Sinks and Drainboards": Fabricate of stai'nle.ss steel as shown and arranged on "plan with all welded construction. All . vertical and horizontal corners coved on 1/4 inch radius wi.th. intersections spherical and polished. Front, bottom and back f compartments. formed of one sheet of material , with integral roll rim extending full length. and ends of compartments and drainboards.. Compartment ends , and partitions electrically welded in place. Crease bottoms to drains. Drainboard, and backsplash of one-piece all welded construction. End and ba.cksplashes adjacent to walls shall have sloped returns and with sealed ends. Sinks compartments shall be complete with rotary waste.. Provide cutouts for .faucet, drains, etc. Coordinate size and spacing of cutouts. 1 . Drainboards and Splash: 16 gauge S.S. 2. Sink C(Ympartments: 14 gauge S.S. 3. Hat section under Drainboards : 14 gauge G. I . 4. Legs : 14 gauge S.S. with sanitary bullet ty-pe f.00t with minimum 3/4 adjustment. �"'• b. Wall Mounted Shelf: Fabricate as shown with "16 gauge stainless steel sheTf an'd 1T yauge. stainless steel brackets. Mount securely to v"rall . c. Hood Over Stove : Fabricate as shown with all welded construction with T&gauge`stainlTess steel hood body and 16 gauge galvanized steel plenum, complete with hanger rods, light and filters , and grease trap and cup. d. Wainscot. : 20 gauge stai.nless steel . END OF SECTION BU.SHARD COMM. CTR. OAKVIEW DAY CARE CTR. HUNTINGTON BEACH 07600 - 2 SEC TION .07800 - SKY LIGHTS 1 .. GENERAL • 1 .1 Quality Assurance: y a. Conform to requirements of Chapter 34, Uniform Building Code, 1976. b. Skylights not capable of withstanding loads in conformance with 32. 12(a) . (7) , Title 8, California Administrative Code , shall be provided with protective screening complying with loads specified therein. 1.2 Submittals: j a. Manufacturer's Data: For information only, submit 2 copies of manul•acIure rl _ Drawings , rough-in diagrams, specifications and installation instructions for sky lights. Include data substantiating that products comply with the requirements.. b. Certificate of Compliance: Prior to installation, . submit certified test ata substantiating that sky lights meet specified requirements. c.. Shog Drawings: Submit shop drawings for the fabrication and installation o custo—m-Tabricated units. Include plans and sections at IN to .l'-O" scale, and details at .3" to 1'-0" scale. Show jointing, gasketing, drainage , insulation, hardware, accessories, and anchorage .methods. d. Samgles: Submit 3, 12" sq. samples of .each required plastic light 7e7cept colorless transparent) , and of each exposed metal finish . (except primed-for-paint) . Samples . will be reviewed by- Architect for color and texture only. Compliance with other -requirements is the exclusive responsibility of the Contractor. 1 .3 Job—Conditions: ` a. Coordinate the installation of roof accessories with roofing and I flashing. so that the -best possible integration of work is achieved, resulting in permanent waterproof construction. 1.4 Guarantee: . a. Manufacturer shall guarantee proper operation and against defects in material .or workmanship for a period of 5 years. f i 2. PRODUCTS 2.1 General a. Provide manufacturer's. standard products except as otherwise indicated a•nd comply with applicable recommendations and details of the "Architectural Sheet Metal Manual " by SM,ACNA for custom fabricated work . b. Fabricate units. to withstand 40-1b live loading, except for other superimposed loading as shown. 2. 2 Plastic Sk Might Units: a. Provide acrylic plastic domes not less than 1/4" thick , glazed into metal framing with provisions for expansion of the plastic sheet and drainage of condensation to the exterior; prepared for mounting and anchorage as indicated; size as shown. `( 1 . Outside Dome: Tinted transparent sheets. ROHM & HAAS No. 2539. 61% , light transmittance. 1 BUSHARO COMM. CTR. I OAY.VILW DAY CARE CTR. 0! ; 2. Inside . Domes: Provide• inside lights of colorless transparent acylic sheets, glazed with exterior domes to form double domes with jntegra l air spaces. 3. Flame Spread: Class 3 .in accordance with Title 19, Ca.li-fornia Administrative Code. b. Framin Manufacturer's standard extruded aluminum, not less than 0..062" tfiick or primary framing members. c. Manufacturer: One of the following: Bohem ,Mfg. Co. , Inc. Hillsdale Industries, Inc. lane-Aire Mfg. Corp. O'Keeffe' s, Inc. . Plasteco; Inc.. Red Plastic Co. , Inc. Wasco Products, Inc. 2.3 Expos.ed Metal_Finishes : a. Shop Primed Metal: Except as otherwise indicated, prime metal surfaces U IF75T accessories by pretreatment (phosphate for zinc-coated steel and acid-chromate-phosphate for aluminum) followed by metal primer paint, 2 mil dry film thickness. 1 . Finish painting of primed, metal surface is specified in section "Painting" 3. EXECUTION 3.1 Inspection: a. The Installer must inspect the substrate and the conditions under which the sky lights will be installed, and notify the Contractor in writing of Ji unsatisfactory , conditions. Do not proceed with the work until unsatisfactory conditions have been corrected in a manner acceptable to the Installer. 3.2 Installation: .a. Separate metal surfaces of roof accessories from dissimilar metals, and from wood and cementitious su.bstrates, . by a thick coating of fibrated bituminous compound or other separation as recommended by the metal manufacturer, and as required to prevent corrosive action. b. Bed flanges of set-on accessories in mastic or compound which is compatible with roofing and flashing. On sloping decks, shingle flanges with other work for proper water shed. c. Anchor roof accessories premanently to the substrate, by methods which are adequate for the sizes and locations of units.- END OF SECTION BUSHARD COMM. CTR. OAKVIEW DAY CARE CTR. HUNTINGTON BEACH . 07800 - 2 SECTION 07900 - CAULKING AND SEACANTS i 1 . GENERAL 1 .1—Scope Furnish and install caulking as indicated and specified, complete. Principal item of work is caulking of openings and joints indicated, specified and required to make entire building weather and water tight. This Section contains ,general specifications for caulking throughout the project. 1.2 Oilta Submittal : Submit manufacturer's data sheets for each caulking sealant and associated miscellaneous material required. 2. PRODUCTS l.. I Materials : a. Polysulfide_Sealant: One part or two-part polysulfide base sealing compound .meeting Federal Specifications TT-S-00230 or TT-S-227a; Class R compound (non-sagging) for vertical and overhead applications . Shore A Hardness 20-35. Sealant shall conforia to performance standards of Thiokol. Chemical. Corp. , and all containers of sealant delivered to project shall bear Thiokol "tested and approved" seal . Standard colors as selected by 4rchitect. b. Butyl Caul kinq Compound: Standard colors as selected by Architect. The. TUT owiny compounds are approved. DAP I IC> , "Butyl -Flex" 3M CO> , "Weatherba.n 202" S01111f:'B)RN , "Rutakauk" W>R> GRACE< "Hornseal " c. Joint. Packinq: Material as recommended by compound manufacturer, which ;;TTT not cause bleeding or staining of surface adjacent to joint, or destroy bond between compound and other, materials . For paving joint application; use round synthetic rubber rod, minimum Shore A hardness of 45. f. Primer: Type as recommended by manufacturer of sealant mater.ial . 3. EXECUTION 3. 1 C�auIkinn_Scheduie: Cauiking scheduled on drawings refers to compounds as ry T QTTT)7is ------ a. Indi cation "Caulk"—or "Mastic": Apply butyl caulking compound. h. . Indication "Sealant" : Non-sagging polysul.fide compound. 3.2 Installation: a. General : Apply compounds strictly in accordance with manufacturer' s nsttrucctions and supervision. . Caulk joints before adjacent surfaces are waterproofed or painted. •Apply caulking compounds to a clean, dry surface free from sirease, oil , wax or other foreign matter tending to destroy or impair adhesion. Clean and prime in accordance with cor-rpound manufacturer's instructions. Carefully protect adjoining surfaces from stai III nn . Immediately remove . any material' on surfaces not to receive caulking and restore the finish as required. Horizontal load deflection ... RUSHARD C01;11. CTR. OAE:VIEW OAY CARE CTR. HUNTINGTON REACH 07900 - 1 limitations due to wind or seismic for vertical elements shall comply with requirements of Title T21-2314. h. Application- Rutyl_CauIkitin: Pack joints, deeper than 3/4" with joint backing 'to r�ithii� 3/7 of sur"face.. Completely fill joints and spaces with gun-applied ' conp.ound, forming a neat smooth bead. Use hand tools where use of gun is impractical . Press compound firinly into joints to assure complete getting of bonding surfaces, and to obtain uniform adhesion. c. Ap, 1 ication- Polysu.lfide Sealant: Fill joints. partially with compatible joint-GachTn71 1-11-t T joT.nt Depth is minimum of .1/4", maximum of 3/4" . Pack I)ackinq tightly into joint so. that backing will not move during sealant application. Joint width shall not exceed twice the joint depth. Maintain ratio of width to depth of 2 to 1 where possible. Apply polyethylene strip to top of backing as bond breaker. Prime all joints. Apply sealant under sufficient pressure to completely fill voids. Finish exposed joints smooth, flush with surface or recessed as shown. END OF SECTION 1tUSHARD COMIM. CTR. 01,KVIEW DAY CARE CTR . HUNT 1-IIGTON BEACH 07900 - 2 SECTION 08110 - HOLL014 I'IETAL WORK 1_ CEHERAL 1. 1 Scope: Provide stock hollow metal frames and doors manufactured by a single firm specializing in the production of this type of work. Provide sliding steel doors and windows. a•s indicated and as specified herein. 1 .2 Standards : Stock hollow metal doors and frames complying with the Steel [ic`or institute "Recommended Specifications for Standard Steel Doors and 17rames" (SDI 100) , and as herein. specified. 1 .3 Hanufact.urers: Manufacturers offering products to comply. with the r.equ re�i�unts for stock hollow metal doors and frames include the following: Dusing f, Hunt, Inc. Republic Steel Corp. Steelc,raft Mfg. Co. 1.4 Submittals : a. Manufacturer' s Data : For information only , submit 2 copies of maniTacture' specifications for fabrication. and shop. painting, and installation ihstructions . Indicate by transmittal form that one copy of instructions has been distributed to the Installer. . b. ShopTDrawinns: . Submit in accordance with General Conditions. Shop drawings shall shoal fabrication and erection of hollow metal work and location in building. Include details of each frame type; .elevations of door design types, conditions at openings , details of construction, location . and installation requirements of finish hardware and reinforcements; and details of joints and connections. Provide details at 3" to 1 ' -0" scale and dimensioned elevations at not less than 1" to P-O" scale. Show anchorages and. accessory items. 2. PRODUCTS 2. 1 Materials : a. Hot-itolled Steel Sheets and Strip: -Commercial quality carbon steel , p1F Teen ann o1W7-1 complying 7i th ASTM A 569 and ASTM A 568. b. Cold-Polled Steel Sheets: Commercial quality carbon steel Type E, matte Tanisfi'c6npT7 ng witti ASTM A 366 and ASTM A 568. c. Inserts. Bolts and Fasteners: Provide manufacturer's standard units. d. Fabrication, General : Fabricate hollow metal units to be rigid, neat in appearance and free, from defects, accurately formed to the required sizes and profiles. . Wherever practicable, fit and assemble units in the manufacturer's plant. Clearly identify work , that cannot be permanently factory-assembled before sh.ipoient, to assure proper assembly at the project site. . Dress all welded joints on exposed surfaces flush ..and smooth, to b.e invisible when prime painted. Use of metallic filler to conceal .manufacturing defects is not acceptable. e. Finish. Hardware Preparation: Prepare hollow metal units at the s manufacturer' plant to receive mortised a.ndconcealed finish hardyla-re, including cutouts, reinforcing, drilling and tapping. Comply With applicable requirements of AIDS A115 "Specifications for Door and Frame Preparation" .. Prepare for other mortised and concealed finish hardware. DUSHARD COMM. CTR. OAKVIEW DAY CARE CTR. HUHTIHGTOH BEACH 08110 - 1 to the templates of the manufacturer of each finish hardware item required . in the work . Reinforce all doors for closers, whether or not closers are indicated. Reinforce hollow metal units at the manufacturer' s plant to receive surface-applied hardware. Drill and tap for surface-applied finish hardware at the project site during insta;l1ation. f. Shop Paintino: Clean, treat and paint all surfaces fabricated stock fioi o�+ 17etal_units, whether concealed or exposed, in the finished work . Remove mill scale, rust, oil , grease, dirt and other foreign materials before the application of the shop coat of paint. Apply shop coat. of baked-on prime paint .of .even consistency to provide a uniform finished surface ready to receive field-,applied paint. 2.2 Stock Metal Doors: Provide 18 gauge stock .hollow metal doors of the types and styles indicated on the drawings or schedules and complying with S.D. I . 100 for minimum materials and construction. requ.irements. a. Exterior Door Louvers: Provide weatherproof stationary louvers 'where shown on tFie drawings, constructed of z-shaped blades formed of 16 gauge hot-dip galvanized steel sheets. Space blades not more than 1-1/2" o.c. Provide removable screens on the interior face of doors, consisting of 1/4 inch galvanized wire mesh in a rigid, formed metal frame with removable clip. b.. Interior Door Louvers: Provide .sightproof stationary louvers where shown on the drawing's , constructed of inverted V-shaped or Y-shaped blades formed of 18 gau.ge. c.ol.d-roll.e•d steel . Space blades to provide not less than 55% free air opening, .unless otherwise. shown. c. Louvers Fire Rated: For fire-rated openings , provide tightly fitted; spring e.t'a d, autoi:iatic closinn louvers with operable blades, equipped with fusible links, arranged so that metal overlaps metal at every joint. 2.3 Stile and. Rail Doors: 16 gauge tubular stiles and rails with all joints mitered and continuously welded.. 2.4 Stock Hollow Metal Frames: Provide 16 gauge stock hollow metal frames for 'doors, transoms, sidelights, borrowed lights, and other openings , as shown on the drawings. Conceal all fastenings unless otherwise shown. Countersink exposed screws using Phillips flat-head screws. Fabricate frames of fully-welded construction for exterior applications and knocked- down, for field assembly at i.ntcrior applications. a. Rubber Door Silencers: Drill stops to receive 3 silencers on strike T Jambs of single-swing frames and 4 silencers on heads of double-.s:.ring frames. Install plastic plugs to keep holes clear during construction. ' b. Plaster Guards : Provide 22 gauge steel plaster guards or mortar poxes, W—U-J a to tfie frame, at the back of all finish hardware cutouts where mortar or other materials might obstruct hardware operation. . c. Anchors : Equip. frames with one welded-in floor anchor in each jamb. Furnish three ( 3) steel snap-in jamb anchors for field insertion at a maximum of 24" o.c. Anchors shall be of the proper type .for particular construction involved ( i .e. wood frame, ma.sonry , concrete or steel stud) . END. OF SECTIOfJ f3U.SHAR11 COMM. CTR. OAKVIEV1 DAY CARE CTR. iIUNIINGTOIJ BEACH 08110 - 2 SECTION 0820U___WOOD DOORS 1 . GENERAL Y` 1 .1 Shop�Drawings and Suhmittals: Submit shop drawings in accordance with General Conditions. Inc3ude name of manufacturer. 1 .2 Guarantee: Provide a written guarantee for wood doors, . for a period of five years,—except guarantee need not cover installation and finishing. 2. PRODUCTS 2. 1 Identification: Deliver doors to job with name of manufacturer :stamped or marked thereon: 2.2 Typical Type and Manufacture: Provide institutional five ply flush type solid particleboard core wood doors. manufactured by ALGOMA HARDWOODS, INC. , GENERAL VENEER, PAINE LUMBER . CO. . HARDWOOD PRODUCTS CORPORATION or WEYERHAEUSE.R. Allowable tolerances shall meet requirements of NWMA I .S. 1 for size, squareness and warp or twist tolerance. a. Core: Mat-formed wood particleboard. Type 1 , Density "C", Class 1 . Commercial Standard CS236-66. Minimum 30 pounds per cubic foot density. b. Edge BBandinn: All edges hardwood banded. Species shall match face veneer. The bottom edge band of the transom panel shall run the full width of the panel . c. Bond all stiles and rails to the core. d. Face Veneer: Sound grade Birch, Maple or Gum. Conform to CS 35.' e. Adhesives CS 35 Type I . f. Glazing a.nd Louver .Stops.: Hardwood, except metal stops where spei T aTTy indicated. 2-.2 Labeled Fire Doors: Underwriters label fire doors. 2.3 Transom Panels : Type 1 construction with same veneer as adjoining door. 'FaneTs a_ddjoinTng natural finished doors. shall be cut from same slab as adjoining door to provide matching appearance. 2.4 Metal Louvers: Interior type shall be steel with factory prime coat finish, unless otherwise noted. Provide vertical reinforcing strap at midpoint of louver sections. Prepare doors to receive louvers. a. For Interior Doors : CONTROLAIR type CHDL. AIR LOUVERS LTD. , #600 or approves equaT:— b. Fire Damper Type- For labeled doors. louver must be identical to louver usea�n ire test of labeled door, factory installed. END OF SECTION BUSHARD COMM. CTR. OAKVIEW DAY CARE, CTR. 08200 - I HUNTINGTON BEACH SECTION 08330 - COILING METAL COUNTER DOOR 1__GENERAL 1.. 1 Description: Provide complete operating counter door assembly. including aoar curtain, guides, counterbalance mechanism, hardware, operators and installation accessories, as shown on the drawings and herein specified, complete. 1 .2 Quality Assurance: Provide counter door as a complete unit produced by one manufacturer, including hardware, accessories, mounting. and installation components. 1 .3 Inserts and Anchorages: Furnish inserts and anchoring devices which must be set in concrete or built into masonry for the installation of the units. Provide setting drawings, , templates, instructions and directions for installation of anchorage. devices. Coordinate delivery with other work to avoid delay. See" concrete and masonry sections of these specifications for installation of inserts and anchorage devices. 1 .4 Submittals: a. Manufacturer's Data: For information only , submit 2 copies Hof manufacture'rTs'fer each .type and size of rolling . door. Include manufacturer's data, operating instructions and maintenance data. b. Shop Drawinos : . Submit. shop drawings for " special components and installations which are not fully dimensioned or detailed on manufacturers data sheets. 2_ PRODUCTS - ..r 2.1 Counter Door: COOKSON Model CD10 1, push-up ' steel counter door. Equivi3ent by KINNEAR; OVERHEAD DOOR CORP : or PACIFIC ROLLING DOOR CO. acceptable. a. Steel Slat:. COOKSON No. 10, 22 gauge stainless steel . b. Bottom Bar: Tubular with double vinyl astragal . c. Brackets: Provide mounting brackets of manufacturer's standard design, either cast iron or cold-rolled steel plate with "bell-mouth guide groove for curtain.. d.. "Hood: 24 gauge stainless steel sheet finished to match curtain. e. Finishing: , Stainless steel , #4 finish, for curtain, hood, bottom bar and guides All other parts shoq priine coat. f. Manual Push-Up Operation: Push-up with finger lifts. mounted on bottom " ba'r.� besign counterbTance mechanism so that required lift or pull for door operation does not exceed 25 lbs. Adjust operating mechanism so that the - curtain can be easily stopped at any point in its travel and to r in osition until movement is reactivated. Provide concealed sg�'ae bo lgck on bottom oar with .thumb knob. 3. EXECUTION 3.1 Inspection: Installer must examine the substrates and conditions under ;MTEF—Viie coiling metal door units are to be installed and notify the BUS14ARD COMM. CTR. OAKVIEW DAY CAR 'CTR. 08330 - 1 HUNTINGTON BEACH Contractor in writing of conditions "detrimental to the proper and timely completion of the work . Do not proceed with the work until unsatisfactory conditions have been corrected in a manner acceptable to the Installer. 3.2 Installation: a. Install door and operating equipment complete with necessary hardware, in accordance with final shop drawings, manufacturer' s instructions. b. Upon completion of installation including work by other trades, test and adjust 'doors to operate easily , free from warp , twist or distortion. END OF SECTION BUSHARD COMM, CTR. OAKVIEW DAY CARE CTR. 08330 - 2 HUNTINGTON BEACH SECTION 08510 - STEEL WINDOWS 1__GENERAL 1 . 1 Submittals: a. Manufacturer' s Data: Submit manufacturer's specifications , reFF1 IT,ndations enT standard details for each type of steel window unit required. Include information on fabrication methods , finishing, hardware and. accessories.. b. ShoL� Drawings.: Submit shop drawings including wall elevations at 1/4" scale, typical unit elevations at 3/4" scale and full size section details of every typical composite member.. . Show anchors, hardware, operators and accessories which are not fully detailed in manufacturer's standard data. Include glazing details. 2. . PRODUCTS 2. 1 t_lanufacturer: Provide steel windows produced by one of the following: Coast to Coast Mfg. , City of Industry Torrance Steel Window Co. , Torrance 2.2 Materials : a. Steel t•!indow Mem_bers :. Manufacturer's standard hot rolled steel shapes, or coin forvied steel plate , bar, sheet or strip, as designed by manufacturer to comply with requirements. Provide applied weathering members whore indicated (non-structural ) of 0.06" minimum thickness. m thickness. h. Trirn Members : Trim is defined to include weatherstrip retainers , flashing and similar items not of prime structural imp.ortance. . Provide units of extruded aluminum; or of formed sheet aluminum or stainless steel . At manufactu.rer's option, trim located entirely on the interior face of the window .units may be formed steel . c. Mullions an.d Subframes ( if any) : Hot rolled or cold formed steel , of profile shown or, 1f not shown, manufacturer' s standard for span and spacing indicated, designed for a positive load of 50 psf and a negative load of 25 psf on the glazed-and-supported window units. d. Fasteners : Bronze,- brass, stainless steel or other metal warranted by the manufacturer to be non-corrosive and compatible with steel wi.ndow members , . trim, hardware, •anchors and other components of window units. e. Weatherstrigging: Provide continuous elastomeric weatherstripping securely interTocked into the inside and outside weathering contacts. f. Hardware: Manufacturer' s standard design for operation indicated. 1 . Provide solid bronze hardware. Provide locking cam handle, with pole ring, engaging a bronze strike. 2. Provide operator pole of suitable length, with pole hook . 2. 3 Fabrication and Finishinq: a. General : Provide manufacturer's standard fabrication, accessories, which comply with indicated standards, and are reglazabl.e without dismantling of sash framing, except to the extent more specific or more stringent BUSHARU COMil. CTR. 08510 -• 1 OAKVIEW DAY CARE CTR. requirements are indicated. Include coiiplete system of. anchorage for window units , and prepare units for glazing. b. Provide_weeLholes and internal water pass-ages -to conduct infiltrating Swater to exterior. c. Shop Prime Coat Finish: After fabrication, provide hot alkali solution cleaning_ , rinse, hot phosphate solution treatment, chronic acid rinse, drying, special dip metal primer coating, and oven drying for 30 min. at 3UO degree F ; 1 .0 mil dry film thickness. 3. EU-CUTIOU 3. 1 Conply with manufacturer's specifications and recommendations for � nsta Tation of windo�+ units, hardware, operators , and other components of the work . 3.2 Set units plumb, level and true to line, without warp or rack of frames or sTs17 Ancor securely in place. . Separate zinc coated steel and other corrodible surfaces from sources of corrosion of electrolytic action at points of contact with other materials. 3..3 Set sill members and other meinbers .in a bed of compound as shown, or with oint fillers or gaskets as shown, to provide weathertight construction. . Refer to section "Caulking and Seals" for compounds to be installed concurrently with window units. Coordinate installation with wall flashings and other components . of the work . 3.4 AdJust`oLeratinq sash and hardware to provide a tight fit at contact points and at weatherstripping, for smooth operation and weathertight closure. • ENO OF SECTI01! aUSHARD C011h1. CTR. OAK,y I EW DAY CARE CTR.. HUNTINGTON BEACH 08510 - 2 SECTION 08710 - FINISH HARDWARE 1 . GENERAL 1. 1 Description: a. Furnish all Finish Hardware for the buildings except as' otherwise specified or specifically omitted herein. b. Specific Omissions: Hardware for the following is specified or indicated elsewhere.--�---- 1. Windows. 2. Cabinets of all kinds, including open wall shelving and locks. 3. Folding Partitions, except cylinders where detailed. 4 . Sliding Aluminum doors. 5. Angle Sill Threshold. 6. Signs. 7. Toilet accessories of all kinds and grab bars. 8. Installation. 9. Rough Hardware. c . Furnish all items of hardware required to complete the work . Items of hardware not definitely specified shall be provided of a .type and quality suitable to the service required and comparable to other hardware. d. Where the exact types of hardwar.e. .speci.fied .are not adaptable to the finished shape or size of the members requiring hardware, furnish suitable types having as nearly as practicable the same operation and quality as the type specified, subject to Architect' s approval . 1 .2 Abbrevi.ations: BBW - Builders Brass F - Falcon GJ - Glynn Johnson L - Lawrence LCN - LCN LU - Lund M - Merit Q - Quality RE - Reese VD Von Duprin S - Stanley 1.3• Rua"jy Assurance: a. Approved_Manufacturers: Approval of equals is for hardware equal to or , better than specified.•iten. Listed Apprrooved. As_Equal Hinges Lawrence Stanley-McKinney Ball Bearing Locks Falcon Schlage .- Russwin Panics Von Duprin None Closers LCN Sargent w/150 Series closer Stops & Holders Glynn Johnson BBW or Quality Thresholds Reese Zero - Pemko Seals & Bottoms Reesee Zero b. Scheduled .Desianations: Except as otherwise indicated, the use of one manuhacturer s numeric designation system in schedules does not imply that another manufacturer's products will not be acceptable unless they are not equal in design, size, weight, finish, function, or other quality BUSHARD COMM. CTR. OAKVIEVJ DAY CARE HUNTINGTON BEACH 08710 - 1 of significance. However, do not make substitutions after Architect's acceptance of hardware supplier's completed hardware schedule. c. Hardware supplier must be a direct factory contract supplier and who has in his employment an experienced hardware consultant who is available at all reasonable times -during, the course of the work , for project hardware consulatation to the Owner. Architect and Contractor. d. Exit Doors: Openable at all times from the i.nside. without the use of a key or any special knowledge or effort. e. Fire-Rated Openings: Provide hardware for fire-rated openings in: _ compTTance. w.ith A.I .A. (NBFU ) Pamphlet No. 80 and NFPA Standard No. 80. This requirement . takes precedence over other requirements for such hardware. Provide only hardware which has -been tested and listed by UL for the type and size of each door required, and complies with the requirements of the door and door frame labels. 1. Where panic exit devices are required on- fire-rated doors, provide. supplementary marking on door UL label indicating "Fire Door to be Equipped with fire Exit Hardware" , and provide UL label on exit device indicating "Fire Exit Hardware". 1.4 Submittals: a. Schedules: Before delivery of hardware the supplier shall submit six copies,:Tor approval of the, Architect, a full and complete schedule of hardware indicating the quantity, part number, installation location, and finish, of each it required even though some may have been inadvertently omitted from this specification. Hardware supplier shall furnish in triplicate, keying schedule as approved by Owner. Each item shall be properly identified. referenced to items listed, and organized into hardware sets in the same analogous format as listed in the specification. Horizontal scheduling not acceptable. Include an index of Doors and Heading for ease of finding each opening _requirement. b. Brochures: Submit two brochures . containing specified manufacturer' s drawings or cuts of all hardware items at same time hardware schedule is submitted. Submittals shall be in a neat brochure form and shall include an index list of all items , with manufactu.rer's names and catalog numbers. If proposing a substitute, submit that brochure attached to one showing specified item and indicate savings- to be made. Include a „ list _ , of all manufacturers used and their nearest representative with address and phone number. 1. 5 Job Conditions: a. Coordination: Coordinate hardware with other work . Tag each item or package separately, with identification related to the final hardware. schedule, and include basic . installation instructions in the package. Furnish hardware items of proper design for use on doors and frames of the thicknesses, profile, swing, security and . similar requirements indicated, as necessary for proper installation and function, regardless of omissions or conflicts in the information in the contract documents. Deliver individually packaged hardware items at the times and to the locations ( shop ,. or field) for installation. as directed by the Contractor. b. .Templates: Furnish hardware templates to each fabricator of doors, Mmes and other work to be factory-prepared for the installation of hardware. Upon request, check the shop drawings of such other work , to confirm that adequate provisions will be made for the proper installation of hardware. BUSHARD COMM. CTR. OAKVIEW DAY CARE HUNTINGTON BEACH' 08710 - 2 c. Inspection: Hardware supplier shall inspect all hardware furnished within lU days of contractor's request and include with his guarantee a statement that this has. been accomplished. Inspector or contractor will sign off the hardware as being. complete and correctly installed and adjusted. Further ' corrections •pf 'de:fective material to be the . responsibility of the manufacturer or—his representative. 1 .6 Guarantee: Provide guarantee .from hardware supplier as follows: ar. Closers: Five years. b. All_Other. Hardware: Two years. 2. PRODUCTS 2. 1 Finish: Generally to be US10B , oil . rubbed bronze. Door closers shall be sprayed to match, unless otherwise noted. 2.2 Materials: a. Lockse.ts: All locksets shall be of type listed. Strikes to be curved witF fox construction, and have lips of sufficient length to clear trim and protect clothing. Design to be Hana-York . 1 . Keying requirements as follows: Keying of cylinder locks shall be coordinated with . the •Owher. For estimate use Grandnasterkeying charge. Under Owner's direction key to new or existing system and to be approved by Owner's representative in writing. Furnish. construction key system with keys which can be rendered inoperative by the turn of the change key . Stamp all keys "Do Not Duplicate". All keys shall have large bows. b. .Hin es: Outswinging exterior doors shall have non-removable (NRP) pin. ' AT 2ff nge open. widths shall be minimum, but of .sufficient size to perini t door to swinq 180 degrees. Furnish three hinges per leaf to 7 ft. 5 inch height, add one each two feet extra and at pivots. Furnish hinges with ` stainless steel pins. c. Panic Hardware: Furnish all sets, with sex bolts unless otherwise spec ified. d. Surface Door Closers: To be of the full rack and pinion type with removable norm-ferrous case and cast iron body, complete with sex bolts and grommets. Place closer inside building, stairs, room, etc. Closers shall be non-handed, non-sized, adjustable from size 2 through 6 unless otherwise specified. e. .Flush transon offset brackets shall. be used where. parallel arm closers are listed for doors with fixed panels . over. Drop brackets would be required at narrow head rails. f. Silencers: Furnish silencers for interior hollow metal frames, 3 for `single doors , 4 for pairs of doors. Omit where sound or light seal occurs. g. Kickplates: 1/8" thick Plastic Laminate with beveled edges. 'Standard rcustom7wcolor as selected. 8" high x width less 2".. i . Screws: All exposed screws shall be Phillips head. j . Seals: All 'seals with 10B hardware to be dark duranodic. BUSHARD COMM. CTR. OAKYIEW DAY CARE HUNTINGTON BEACH 09710 3 3. EXECUTION 3. 1 Schedule of Finish_Hardware: r� a. The following is a door i nd� schedule of hardware to be furnished ex and s �..- for this work . The material listed . shall, conform - throughout to. the requirements of the foregoing specific.ati,on. DOOR INDEX BUSHARD COMM. CTR. QAKVIEW DAY CARE Door Hardware Door Hardware 2 2 2 16 3 2 3 17 4 4 4 5 3 5 16 6 4 6 16 7 3 7 16 8 5 8 18 9 5 9 19 10 6 10 18 11 7 11 20 12 7 12 20 13 8 13 25 14 9 14, 22 15 . 9 15 22 16 11 16 22 17 12 17 23 18 17 _ 18 23 19 by others .19 23 20 10 20 - 21 by others 21 22 Miscellaneous 14 ter s Miscellaneous 24 HW-1 2 set Thrust Pivot Units TPU-1-1/2 NRP PC (L) 1 set Panic Devices 33NL-TP less cylinder 313E 1 set Panic Devices 33NL-DT 313E (VD) 2 Closers P4040 EDA-AMS Stat Bronze (LC-9) 1 Removable Mullion 5554 x 1408 strike 313E (VD) 2 Stops & Holders F20 - x 1OB ( GJ ) 2 Floor Anchors 8017-B (BBW) 2 PC Seal DS70 312 E x height of door (RE) 1 PC Seal DS70 312E 36" (RE ) 2 Door bottoms DB 134 312E 36"' (RE) 1 Threshold S512AO MSA 312E (RE) 1 .Cylinder RIM 100 (F ) 1 5th Screw Block 5/8" Stat (LCN) 1 Threshold Holder 270 (RE) • H 41. 2 1 set Thrust Pivot Units TPU' 1-1/2 NRP PC. (L) 1 set Panic Devices 33HL-TP less cylinder 313E (VD) 1 Closer P4040 EDA AMS Stat.Bronze (LCN) . 1 Stop and Holder F20x 10B (GJ ) 1 Floor Anchor 8017-B (BBW) 2 PC Seal DS70 312E (RE ) 1 PC Seal DS70 312E AREY 1 Cylinder RIM 10B (F ) BUSHARD COMM. CTR. QAKVIEW DAY CARE HUNTINGTON BEACH 08710 - 4 1 5th Screw Block 5/8" stop 312E (LCN) 1 Door bottom DB134 312E (RE). 1 Threshold S512AO -= NSA:. 312E (RE ) 1 Threshold holder 270 (RE) HW. 3 1- 1/2 Pair Hinges TPU 1-112 NRP PC (L) 1 - Set Locks M1570 10B (F) 1 Closer P4040 EDA AMS Stat.Bronze (LCN) 1 Stop R Holder F20-X 1OB (GJ ) 1 Floor Anchor 80176 (BBW) 2 PC Seal DS70 312E (RE) 1 PC Seal DS70 312E (RE ) I Overlapping Astragal 2020 1 5th Screw Block 5/8" stop 312E (LCN ) 1 Door Bottom DB134 312E (RE) 1 Threshold S512 A0 MSA 312E (RE) I Threshold holder 270 IRE) HW. 4 1 set Thrust Pivots TPU 1-1/2 NRP PC (L) 1 set Panic Devices 33NL-TR less cylinder 313E (VD) 1 Closer P4.040H EDA AMS Stat.Bronze (LCN) 1 Stop WB25 x MSA 10B (GJ ) 2 PC Seal DS 70 312E (RE ) 1 PC Seal DS 70 312E (RE ) 1 Door Bottom D.B 134 312E (RE ) 1 , 5th Screw Block 5/8". stop Stat (LCN) I Threshold S512AO MSA 312E (RE) 1 Threshold Holder 270 (RE) 1 Cylinder RIM 1OB (F) HW. 5 1- 112. Pr. Hinges BB4101 - 4-1/2 x 4-1/2 l0A (L) 1 Latchset X102 108 (F ) 1 Closer 4640 SUB Stat (LCN) 1 KickpIate 285-10" x W L '2" (BBW) 1 Stop *FB13-x/FB14x 108 (GJ ) 3 Mutes 64 (GJ ) *typical add riser for carpet as required. r HW. 6 1-1/2 Pr. Hinges BB4101. - 4-1/2 x 4-1/2 10A ' (L) 1 Lock.set X562DL 5" BS 10B (F ) 1 Closer P404OH-EDA SUB Stat (LCN) 1 Kickplate 285 10 x @.L. 2" (BBW) 1 Stop FB13 x /FB14 x 10B (GJ ) 3 Mutes 64 HW. 7 1-1/2 Pr. Hinges BB4101 4-1/2 x 4-1/2 l0A (L) 1 Lockset X522 DL 1OB (F ) 1 Stop FB13x/FB14x 10B (GJ ) 1 Closer 4030 SNB(label doors only)Stat (LCN) 3 Mutes 64 (GJ) BUSHARD COMM. CTR. OAKVIEW DAY CARE HUNTINGTON BEACH 08710 5 HWW 8 1-1/2 Pr. Hinges -BB4101 - 4-1/2 x 4-1/2 10A 1 Set. Panic Devices 33-NL-TP 313E (YD) 1 Closer P4040-H-EDA-SNB ' Stat. (LOO 1 Kickplate 285-10" x W.L. 2" (BBW) 1 5top FB13x/FB14x 10B (GJ ) 3 Mutes 64 (Gi ) 1 Cylinder Rim 10B (F) NW.g 1-1/2 Pr. ilinges BB4101 - 4-1/2 x 4-1/2 10A (L ) 1 'Lockset X5620L 10B (F) 1 Stop FB13x14x IOB (GJ ) 1 Closer 4U33 (Label door only Stat (LCN ) 2. Pc Seal 5.9 DUR jambs (RE) 1 PC Seal 59 DUR head (RE.) 1 Door Bottom 320N 312E (RE) HW.. 10 1 PC. Piano Hinge 311 - 3" 10B ( S) HW. 11 1-1/2 Pr. Hinges 4181 - 4-1/2 x 4-1/2 10A : (L) 1 Lockset X582 .DL 10B (F) 1 Stop FB 13x/14x 108 (GJ ) 3 Mutes 64 (GJ ) HW. 1'L 1- 1/2 Pr. Hinges BB4101-4-1/2 x 4-1/2 10A (L ) 1 Closer 4040-11 Stat. (LCN ) 1 Lock X .382 DL 10B (F) 1 Armor Plate 285 30" x 2.1 . 2" (BBW) 1 Stop F913x/14x JOB (GJ ) 3 Mutes 64 (GJ ) HVI. 13 1- 1/2 Pr. Hinges 4181 -• 4-1/2 x 4-1/2 NRP PC (L) . 1 Lockset X5582 DL 10B (F ) 1 Overhead Holder PAH 60 Stat (LCN) 1 Door .Bottom DB 134. 312E (RE ) 2 PC Seal DS70 jambs 312E (RE) 1 PC Seal DS70 head 312E (RE) 1 sill x others - HW. 14 Miscellaneous 50 Key Blanks lF ) 1 Key Cabinet C30 (LV) 6 Masterkeys 2 Grandamster keys BUSHARD COMM. CTR. OAKVIEW DAY CARE irI11!T 7 11(',T(1EI !�r nrki 08710 - 6 - HW. 15 As HW. 1. - except �-- 3 Pr. Hinges BB4101 4-1/2 x 4-1/2 NRP PC (L ) in lieu of Thrust Pivots HW. 16 As Hw. 2 except - 1- 1/2 Pr. Hinges BB4101 - 4-1/2 x 4-1/2 NRP PC. (L)_ in lieu ofThrust. Pivots HW. 17 3 Pr. Hinges 418.1-4-1/2 x 4-1/2 NRP PC (L ) 2 Flush Bolts 1358 - 12" 10B (Q) 1 Lockset X582DL 10B (F ). 2 Holders PAH 6U Stat (LCN) 1 Astragal 183M Stat (RE) 4 Mutes 64 (GJ ) HW. 18 1-1/2 Pr. Hinges BQ41O1 - 4-1/2 x 4-1/2 NRP PC (L) 1 Lockset M1578 .10B 1 Closer P4.040 Stat (LCN) 1. Stop WB25x 1UB (GJ ) 1 Astragal 2020 i_OB (M) 1 Threshold S512A0 31?_E (RE ) 2 PC Seal DS70 312E. (RE) 1 PC Seal DS70 312E (RE ). 1 DoorBottom 32014 312E (RE ) HW.. 19 1-1/2 Pr. Hinges 4181 - 4-1/2 x 4-1/.2 NRP PC ( L) 1 Lockset X582 DL 10Q (SC) 1 Overhead Holder PAH 60 Stat (LCN) 3 Mutes 64 (GJ ) H14. 20 1-1/2 Pr. Hinges 4181 4-1/2 x 4-1/2 10A (L.) (2 Pr. at Dutch Door) 1 Privacy Set X 302 JOB JF) 1 Stop FB13x/14x 10B GJ) 3 Mutes 64 GJ 1 Bblt . 1358 x 1225 V lock leaves 10B (Q) (At Dutch Door only) NW. 21 NOT USED HW. 22 1-112 Pr. Hinges BB4101 - 4-1/2 x 4-1/2 10A (L) 1 Lockset X562DL 10B (F) 1 Closer 4133 SNB Stat (LCN) 1 Kickplate 285 10" x WL 2" BBW) 1 Stop FB 13x/14x 108 fGJ) 3 Mutes 64 (Lock Door 14 at Toilet side) BUSHARD COMM. CTR. OAKVTEW DAY CARE HW. 15 As HW. 1 - except -- v 3 Pr. Hinges BB4101 4-1/2 x 4-1/2 NRP PC. (L ) in lieu of Thrust Pivots HW. 16 As Hw. 2 except 1- 112 Pr. Hinges BB4101 4-1/2` x 4-1/2 NRP PC lL)_ in lieu ofThrust Pivots HW. 17 3 Pr. Hinges 4181-4-1/2 x 4-1/2 NRP PC (L ) 2 Flush dolts 1358 - 12" 1U6 (.Q) 1 Lockset X582DL 10B (F ) 2 Holders PAH GO Stat (LCN) 1 Astragal 183h1 Stat (RE) . 4 Mutes 64 (GJ ) HI! 18 1-1/2 Pr. Hinges BB4101 - 4-1/2 x• 4-1/2 NRP PC (L ) 1 Lockset M1578 .1OB 1 Closer P4040 Stat (LCH) 1 Stop WB25x 10B (GJ )` 1 Astragal 2020 106 (hi) 1 Threshold S512AO 312E (RE) 2 PC Seal DS70 312E (RE ) 1 PC Seal DS70 312E (RE ) 1 DoorBottom 32011 312E (RE) HW. 19 1-112 Pr. Hinges 4181 - 4-1/.2 x 4-1/2 NRP PC (L) 1 Lockset X582 DL 10B (SC) 1 Overhead Holder PAH 60 Stat (LCN) 3 Mutes 64 (GJ ) H14. 20 1-112 Pr. Hinges 4181 4-1/2 x 4-1/2 10A (L) (2 Pr, at Dutch Door) 1 Privacy Set X 302 108 �Gfl F) 1 Stop FB13x/14x 10B G 3 Mutes 64 1 Bblt 1358 x 1225 6" lock leayes 10B (Q) (At Dutch Door only) HW. 21 NOT USED HW. 22 1- 1/2 .Pr. Hinges BB4101 - 4-1/2 x 4-1/2 10A W 1 Lockset X562DL 10B (F) 1 Closer 4133 SNB Stat (LCN) 1 Kickpl.ate 285 10" x WL 2" BBW) 1 Stop FB 13x/14x 10B NJ ) 3 Mutes 64 (Lock Door 14 at Toilet side) BUSHARD COMM. CTR. OAKvl FW nAY rApr 1-1/2 Pr. Hinges B84101 - 4-1/2 x -4-1/2 10A (L) 1 Latchset X102 10B (F ) 1 Closer 4032 SNB Stat (LCN) 1 Kickpl ate 285 10" x @L 2 (BBW) . 1 Stop F-B 13x/°14x' (GJ ). 3 Mutes 64 (GJ ) HW. 24 Miscellaneous 20 Key Blanks 6 -Aasterkeys HW. 25 1 Track & .Hanger Assembly 71-222 GR) 1 Combination Pull; 100 . 108 fl 1 Jamb bolt 120 . Mount K side 10B END OF SECTION BUSHARD CORM. CTR. OAY,VIEW DAY CARE HUNTINGTON. BEACH 08710 - 8 SECTION 0 88 00 GLASS AND GLAZING 1 . GENERAL NNW' 1 . 1 Su'hmi ttaI s : a. Manufacturer ' s Data: For information only , submit 2 copies of manufacturerTss specifications and installation instruction for the following: 1. Glazing sealant and compound, gasket and miscellaneous material required. 2. Plastic glazing. 1 .2 Codes and Standards : Conform to U.B.C. Chapter • 54. Glazing shall meet requirements for 15 psf wind load. 1.3 Gradino_and Labeling: Grade and label each light stating quality and grade of Mass, and manufacturer' s name and brand designation. Leave labels intact until removal is directed by Architect. 2. PRODUCTS 2. 1 Materials: a. Glass: Glass shall meet requirements of Federal Specification DD-G-451c , unless otherwise noted.. All interior glass is clear unless otherwise indicated. 1 . Clear Sheet Glass: Type II , Class 1 , "B" quality , thickness -as required for size of light. 2. Tempered Glass: Tempered glass, conforming to UBC Section 5406 , shall `�►' be of the various types and thicknesses as specified or, indicated. Tempered glass ' shall be cut to shape and size before. tempering; and shall not he cut or trimmed after tempering. Lights no.t of proper shape and size shall not be used. Except for lights having one dimension greater than 72 inches, tong marks shall be on . one of the Shorter edges. Where holes are required, limiting requirements, as- to size and spacing and location .in relation to, edges and corners, shall be in accordance with recommendation of the glass manufacturer. Edges which will be exposed in the finished work shall be polishea ; other edges shall be seamed. b. Plastic Glazinn: DUPont "Lucite SAR" abrasion resistant sheet, 1/4 .thick , clear. c'. Aluminum Slid'inq Doors : ARCADIA series 700 or KAWNEER series 890. without screens , with horizontal muntin . bars with pulls and inside latch. 1 . Finish: Color ` anodized ' AA-A22 buff, smooth specular pretreatment with 0.4 mil anodic coating sealed with DURALOX sealer. Medium bronze color. 2. Provide black vinyl glazing bead. BUSHARD COMI. CTR. OAKVIEW DAY CARE CTR. HUNTINGTON BEACH 08800 1 1 . Wood: Conforming to Fed. Spec. TT-S-227 (Polysulfide) or Fed. Spec. TT-S-230 (Acrylic) . DAP "Flexiseal " Two-Part "Polysulfide o.r. DAP One-Part "Acrylic" Sealant., 2. Metal , channel' glazing, limited to 6' foot in any run direction: DAP . "F 1 e x i l a z e" "-----�—~�—`- g #1231 Glazing _G.onpound. 3. Metal channel glazing, runs exceeding -6 feet in any direction: DAP "Flexiscal " Two-Part Polysulfide Systei in combination with butyl Rubber Tape in accordance with manufacturer' s instructions. 4. Metal , face 9 1 a z i n q Conforming to Fed. Spec.. TT-G-41U, DAP 1U12 Glazing Compound in combination with glazing clips. 3. EXECUTION 3. 1 Installation: a. General : Perform glazing . in strict accordance with latest edition of "UTazTng Manual " published by FLAT GLASS MARKETING ASSOCIATION, and as specified. Leave glass whole and .free from cracks and rattles. Entire installation shall be weathertight. b. Cutting and Fittinn Glass: Accurately cut and fit glass to opening size. Frov� c�e cTear`ance`Tor expansion. Cut and set glass to keep wave ' lines horizontal . , Ensure sharp, clean cut glass edges. Set wire glass with - pattern lines aligned with frames, and aligned with pattern lines in adjoining openings. c. Plastic Glazing: Install in accordance with manufacturer' s instructions. VTFU1 ,e sealant system for glazing in metal frames per manufacturer's i ns true ti ons. END OF SECTION . , BUSHARD COMM. CTR. - OAKVIE41 DAY CARE CTR. HUNTINGTON BEACH 08800 _ 2 SECTION 09100 - LATH AND PLASTER. 1__GENERAL 1. 1 Standards : Conform work to requirements as specified in "Reference Specifications for Lathing, Furring and Plastering in California as . . , compiled by California Lathing and Plastering Contractors Association, Inc. , and "Specifications for Metal Lathing and Furring", published by the iMetal Lath Association; and to U.S.A. Standard Specifications for Interior Lathing and Furring, ANSI A42.4. Conform to U. B.C. Chapter 47. Where alternate methods of construction are covered Contractor shall secure approval of Architect of method he wishes to use before proceeding with work . ' 1 .2 Packaging: • Deliver all manufactured materials in original packages, containers or bundles, bearing . name of manufacturer .and brand. 1 .3 Storage of Hateria1_s: Keep plaster and all cementitiou.s materials dry until ready for use. Keep off ground, under cover and away from damp surfaces. Protect metal noods against rusting. 1.4 Scaffolding: Construct and maintain scaffolding in conformance with appTTcabie laws and ordinances, without interference with or obstruction' to works of others. 1 .5 Submittals: a. Association Specification: Prior to Commencing work of this Section, furnisei one'copy ofeach of above. specified association publications, for use by Owner' s Inspector. b. Colors and Textures: Submit 2 copies of manufacturer's standard stucco color rrociiiires for selection of colors and textures. C. Samples: Prepare one 3"• x 5" sample plaques- using materials and ... 773T fanship indicating proposed range of colors and texture to be expected in the completed - work . Submit to Architect and obtain acceptance of color and texture. No work is to be commenced before samples are approved. 2. PRODUCTS 2. 1 Lath•inq_Materials: a. Metal Lath Expanded or ribbed weighing 3.4 lbs. per square yard. Lath expanded from copper bearing steel and coated with, rust inhibitive paint after fabrication or formed from galvanized .sheet steel . b. Stucco Mesh : 17 gauge G. I . woven mesh, 1-1/2" maximum openings: 18 gauge .G.L. woven mesh, 1 maximum openings. Fabricate from . galvanized wire or galvanize after weaving or welding. c. Weatherproo_f_Backing: Building paper conforming to Federal specifications' UU-d- /9U-a, Style 2, Grade D. Source: DAVIS 14ALKER CORPORATION or approved equal . d. Tie and String Wire: . 18 gauge galvanized. e. Key Ilesh: At Contractor' s option "Paper backed", "self-furring" and "Key gesii'r with "B" paper may be used for their particular use in lieu of system using waterproof backing, string wire, and stucco nesh. BUSHARD COMM. CTR. OAKVIEW DAY CARE CTR. HUNTINGTON BEACH 09100 - 1 f. Screeds : 26 gauge expanded wing type, galvanized, g. Corner Gears ( for all external angles ) : 1. Exterior Use: Galvanized 5-wire type,:, unless otherwise detailed. h. Control Joints: 1 . Exterior Cement Plaster: No. 15, narrow profile, galvanized. i . Casing Read: Metal Casings of various shapes as indicated, when used as piaster grounds shall be- formed of .minimum 24 gauge steel , galvanized; with short or expanded flange. J. Soffit [grin Stop: SUPERIOR #5, 24 gauge galvanized. k. Foundation Drip Diold: SUPERIOR #5, 24 gauge galvanized. 2.2 Plastering Materials : a. Portland Cement: ASTM C150, Type 1 . b. Hydrated Lime: ASTM C206 c. Plastic Cement: ASTM C150, Type 1 or Type II . When plastic or waterproofed—cement is used, no lime or other plasticizer may be added to the cement plaster at time of mixing. d. Mixinq_Water: Suitable for domestic consumption. e. Angregates: ASTM C144-6.2T , clean and well graded from coarse to fine. Conform gradation to requirements of Paragraph 6.6.4 of CLPCA. f. Stucco Finish: Factory prepared integrally colored finish coat, Portland Cement base and Gypsum Base, as manufactured by LA HABRA< HIGHLAiaD< CALIFORNIA< or MERLEX< medium color range, standard colors as selected. g. Rondinn_Agent: A.:C. HORN "DaraweId-PBA", LARS-EN PRODUCTS CORP. plaster-Weld" or approved equal . 3. EXEC,UTION 3. 1 General Requirements: Defects which appear, in the work of zhis .section • due t6-Z('Tectrve wo7Fim nship and/or materials furnished and installed hereunder, shall be repaired and refinished with materials and ir, a manner to meet the requirements of this section. 3.2 Installation of Lathing: a. Weatherproof Backinn: 1 . Lap weatherproof backing not less than two inches (2" ) at horizontal joints and not less than six inches (0 ) at vertical joints. 2. Exterior Stucco Mesh or Key Mesh (cement plaster) : Wire, nails, screws and staples shall be of type, minimum size and maximum spacing along supports as shown i.n Table 5-10 and/or Table 5-11 , C.L.P. C.A. Reference Specification. b. Metal Lath: Use for all, exterior ceilings and soffits and elsewhere as ndicatea' Fasten metal lath to wood framed horizontal surfaces. 'r+ith special fastening, in addition to normal nailing scheduled in C.L .P.C.A. RUSHARD COMM. CTR. OAKVIEW DAY CARE CTR. IIUNTINGTON BEACH 09100 - 2 reference specifications. Special fastening for flat rib lath consists of 9 gauge zinc plated, 1-1/2" earthquake staple engaging a 10d nail laid horizontally on under-side of lath, " 27" maximum spacing along each wood joist. For 3/8" rib lath or wire fabric lath omit 10d nail and engage edge or rib or heavy backwire with earthquake staple. c. Stucco Mesh: Use for exterior wall surfaces, except as otherwise �3c`a`tea:— d. Casing Bead: Install where shown and wherever plaster abutts or adjoins any o—tTiTF—material and at all exposed terminations of plaster. e. Control Joints - Cement Plaster: Install at maximum 15 feet on center or Tar—each TT� square Teet'asurface area, and where .indicated. hake lath behind joints discontinuous. 3.3 M xinn—and—Application-of Plaster: a. Standards ; - Mix and apply all plastering materials in accordance with the manut"acturer' s current printed instructions , C>L>P>C>A> Reference Specifications and the Gypsum Association or .Portland Cement Association Specifications that apply Measure with calibrated - boxes or other approved means of accurate measurerient. " b. General Application: Finish all plastering true and even within 1/4 , inch 't`oT`e—rance Tn TU ;feet, without waves, cracks or , imperfections. All plastering shall forin proper foundations for wooden trim, paint and other finish materials . Miere plaster is indicated flush with metal fraiaes , cut base coat free from metal section before coat sets. Apply "V groove to final coat, at (junction of finish coat with metal frames where indicated on drawings. c. (3ondinnNAc�ient: Apply directly to masonry surfaces to receive plaster, i1n strict conformity with manufacturer's directions. d. Finishes: 3. Exterior Plaster: Portland Cement plaster, stucco color coat, machine applied medium texture. If exterior stucco color is not absolutely even, apply colored "Fog Coat" to achieve uniform color throughout. ' e. Curinn: . Provide ( proper continuous moist curing for Portland Cement pTa'ster, for 48 hours minimum for scratch coat and for brown coat, including periods that extend over into holidays or, weekends. f , Patchinn: Before completion of the building, point up around trim and UITZTF work . Cut out and patch defective or damaged plaster, matching existing work in texture and finish. g. Protection: Protect all installed . work including wood glass, metal , concrete slabs , and masonry during the , plastering. END OF SECTION KUSHARD COHM. CTR . OAKYIEW DAY CARE CTR. HUNiINGTON BEACH 091OU - 3 SECTION 0926u` - GYPSUM DRYWALL CONSTRUCTION GENERAL 1.1 Codes and Standards: Comply with UBC Chapter 47 and with.OSA Tables T21-23- 1 .2 Submittals a. Samples: Sltbmit 2 samples of each type . of finish a.s required. Trchitect ' s review will be for color and texture only. Compliance with all other requirements is the exclusive responsibility of the Contractor. 1 . 3 Packagi.no: Deliver all manufactured materials in original packages, containcrs. or bundles, bearing name of manufacturer and brand.' 1 .4 Storage of Materials: Keep materials dry until ready for use.. Keep off ground, under cover and away , from damp surfaces. Protect metal goods against rusting. 1 .5 Fire-Resistance Ratincis: Comply with fire-resistance ratings as shown and as r governing authorities and codes. Provide materials, accessories and application procedures which have . been listed by UL or tested according to ASTM E11.9 for the type of construction shown. 2 . PRODUCTS 2.1 Material s: a. . Reoular Gy )sum_tdallboard: ASTM C36 , 4 foot widths, long edges tapered to receive manufacturer's standard joint treatment, 5/8 thickness unless otherwise indicated. Type X for fire rated construction. b. Fire-Retardant G ppsum Wallboard:, ASTM C36,- 4 foot widths , Type X, .with tapered edges. /d'�_thickness unless otherwise indicated. c. Water-Resistant Gyp sum yhUallboaarrd: Manufacturer' s standafd wallboard p ed_a e-T design for ht -moisture areas and as a base for application of wall tile. 4 foot width, -square or tapered edges. 5/8" thickness unless otherwise indicated. d. Nails: Specifically designed and approved for, use in drywall cons-truction. e. Metal Trim: 1 . External Corners : Metal corner *bead with smooth rigid nose and perforated and knurled metal flanges 2. Wallboard Edge Protection: Semi-finishing, square nose. f. .Tapinc. and_Finishing_Accessories: 1 . Joint Tapes: Plain or perforated complying with ASTM C-475. 2. Joint Cor, oun:d: Adhesive with or without fillers complying with ASTM C-475. Provide in dry powder form or pre-mixed ready for application. . At Contractor' s option, furnish either single compound or two-compound treatment. BUSHARD COMM.. CTR. OAKVIEW DAY CARE CTR. . lIU14TINGTOiI BEACH '09260 1 g. Finish: . Refer to Finish Schedules for areas to receive textured finish. 1 . Ceilings: to HABRA CT-30UO. 3. EXECUTION 3.1 Installation: a. General : Do not exceed 1/8". in 8'-0'• variation from plumb or level in any exposed line or surface, except at joints between units do not exceed 1/16" variation between planes of abutting . edges or ends. Shim as required to comply with specified tolerances.' b. Gypsum [hoard Installation: Apply first to ceilings , then to walls TorMz Ta7y.—lUse board of maximum practical lengths. Stagger end joints. , Cut or sa%i all openings. Do not score and punch. Apply metal edge to all exposed edges and outside corners. 1 . Nailing - Wood Framing: (a) Walls - Non-fire Rated: 816 O.C. (b) Walls Fire Rated 7" o.c. (c ) Ceilings - Non-Fire Rated.: 7" o.c. (d) Ceilings - Fire Rated: .6" o.c. c. Joint P.einforcement and Sealing: Reinforce and conceal all joints Uetween -gypsum vial 1MT panels , i.n strict accordance with manufacturer's recommendations. Fill depressions with joint system finisher brought flush with surface of wall board. Leave surfaces smooth; free of .visible joints and screw holes. Rough taping only where drywall is concealed in structure (attic or plenum spaces) . Finish tape behind wall applied items such as chalkboard, tackhoard and other finishes. d. Finishinc ; Apply , specified finish in accordance with manufacturer' s recommendations. Texture shall be uniform. END OF SECTION. EIUSHARD COMM. CTR, OAKVI E:W DAY CARE CTR. HUNT INGTON. BEACH 09260 - 2 SECTION 09310 - CERAMIC TILE 1 . GENERAL 1 .1 Submittals. a. Certification: Furnish manufacturer's master grade certificate before installation. b. SaTples:. Submit 2 samples of each type, class and -color of the renuired, . not less than 6 square on plywood or hardboard backing and grouted as required. Architect's review will be for color pattern and texture only. Cocip'liance with all other requirements is the. exclusive responsibility of the Contractor. 1 .2 Product Handlinq: Deliver manufactured materials in original sealed con-taine-rs W_TT manufacturer's name, brand and grade seals affixed or sealed within. Tile shall be graded in accordance with current issue of U. S. Dept. of Commerce SPR-61. Keep materials dry until used. . 2. PRODUCTS Z. 1 Materials: a. Glazed Ceramic Tile : Standard quality, dust pressed, machine made, white body', modified cushion edge. Field tile shall be two lugs on each edge of each tile. U. S.A. Standard Specification ANSI A137. 1-1967, standard grade, size 4-1/4" x 4-1/4" . Provide "Tracery" or "200 Series" by INTERPACE or "Bright and Matte" by AMERICAN OLEAN. Matte or semi -matte. glaze finish. Selection shall be 'made from standard colors from Franciscan 200 series or Tracery Collection. Provide ".ba.se and cap" trim shapes as required. h. Un lazed`Ceramic_Mosaic Tile: U.S.A. Standard Specification ANSI A137. 1- TH7, standard quality natural clay or porcelain type, dust pressed, machine riade all -purpose edge, size 1 " x 2" , with- matching trim shapes, colors and patterns as selected from price rang-2 "C for Bang tile specifications for commercial use; as manufactured by AMERICAN OLEAN, DALLAS CERAi4IC CO. , or INTERPACE. b. Portland Cement: ASTM C-150, Type 1 . c. Hydrated Lime: ASTM C-206 or C-207, Type S. d. Sand: ASTM C-144. e. Grout: Approved standard product factory mixed and packaged Portland Cement tile grout material containing waterproofing and curing admixtures, white color for wall tile, gray color for floor tile. f. Metal Dividers: . Approved stand.ard product white metal dividers with finLegral anchors. 1/8" by 1-1/4" minimum, depth, one piece at each opening. g. Tile Settinq Liquid: U.S. RUBBER CO. , "Laticrete #4237" , M M OTE PROOUC—T.S, INC.— tier-Krete" tile setting adhesive. 3. EXECUTIOi! 3. 1 Installation: BUSHARD COMM. M. OAKVIEW DAY CARE CTR. 111)NTINGTON BEACH' 09310 - 1 a. General : Provide workmanship and materials. in accordance witi� the T TTowing American National Standards Institute (AH'SI ) Standard Specifications : I . Ceramic Tile instal led ,with "Portland Cement Mortar: ANSI A1-8.1-1976. 2. Ceramic lile installed with Latex-Portland Cement Mortar: ANSI AIUA.5-►.976. 3. Latex-Portland Cement Mortar: ANSI A118.4-1973(R1976) . b. InsLpection: Carefully ' inspect all surfaces to receive tile. Do not apFTy nit ! rial.s until any necessary corrections are made. c. Settinq Ceramic Tile: 1 . Preparation: Thoroughly soak all non--vitreous tile at least one-half_ hour in clear water and drain off excess, leaving no free water on hack of tile. Any tile left out of water for more than two hours shall be resoaked. 2. Setting,: Layout work according to patterns detailed or approved. For heights shown, maintain full courses to produce nearest attainable height without cutting tile. Lay out tile so that fields or patterns center exactly on the areas and on architectural features so that whenever Iossible no tile that is less than half size occurs. Align joints vertically and horizontally. No staggered joints will be permitted. Mortar setting bed on walls Shall be cut through to scratch coat at every fourth course. Firmly imbed and beat tile . into mortar with all finished surfaces brought to true and level planes. Fill joints full with grout, wipe excess grout from tile faces, and leave all joints finished at uniform depth. 3.. Mosaic grout joints: Recess to the edge of tile. Thoroughly brush out floor tile joints before ,grouting. d. Metal Dividers : Provide at .transition to other floorings. Lock solidly into'sett� ng bed. e. Cleaninn and Protection: Thoroughly clean quarry file and pavers of all _ stains and grout residue. Floor tile shall be covered with a vapor p.r.00f paper or sheet and kept free of traffic for three days. Acid or Acid Cleaners shall not be used for the cleaning of glazed tile. f. Sealinq: Apply sealer, to quarry tile and pavers in strict accordance w`117manufacturer s instructions. g. Caulking:. Caulk plumbing and electrical penetrations through wall 'tile. END OF SECTION ' BUSHARD COHH. CTR. OAKVIEW DAY CARE CTR. HUNTINGTON BEACH 09310 - 2 SECTION 09500 - ACOUSTICAL • TREATMLNT 1. GENERAL 1 .1 Submittals: a. Samples: Submit samples of acoustic tile, and acoustic board. 1 .2 Delivery' of Materials: Deliver materials to job site in original unopened co`ntaTnn w tli TaheTs intact stating manufacturer' s name, style, lot number and other pertinent data l. . PRODl1CTS 2. 1 Applied_Aeoujstic Tile: a. Mineral-Fiber Composition Acoustical Tile: Provide units not less than Ttl' thick, NCR 0. 60 to 0. 70, S C 35739 , 1 Class A Flame Spread, sharp-cut square edges with kerf, medium texture directional fissured pattern with light reflectance over 75%. b. Product: The following comply with the requirements. ARPISTRONG CORK 'CO. , Travertone, Fissured Design - CELOTEX CORP. , Celotone , Natural Fissured JOHNS-I9ANVILLE SALES CORP. , Temper-Tone DCF U.S . GYPSUM CO. , Acoustone "'F" Fissured c. Tile Adhesive: Comply with ASTH D 1779 or FS-Mmll-A-0015U, type recommended �y the manufacturer, bearing UL label for Class 0-25 flame spread, d. Edna Trim: Plastic trim, white finish. a. GOLD 1101411 bUILDING PRODUCTS "Textum", square edge, thickness as indicated, factory painted finish, white color. b. Adhesive : As, reco.mmended by tectum panel manufacturer. 3._EXECUTI011 3.1 Inspection: Inspect locations to receive acoustic work . Do not install materials until any necessary corrections are made. 3.2 Installation - Applied`Acoustic Tile: Space tile symmetrically about center Tines of room or space, beginning 71 th tile or tile joint line as required to avoid narrow tiles at finish edges. Joints shall be tight, joint lines straight and aligned with walls. Each 12" x 12" til'e shall have not less than four 2 diameter spots of adhesive to provide 1/8" air space behind tiles. Prepare surfaces to receive adhesive-applied tile. Conduct tests as required on surfaces to ensure proper bonding. Apply edge trim to all tile borders. Scribe the to boundary surfaces. 3.3 Installation Tectum: Adhesive application with tight, neat butt joints. Nail eacli panel to maintain contact until adhesive sets.` Apply adhesive and nail in accordance with manufacturer's instructions. 3.4 RerairTof Defective`Work : Replace with new material or repair to like-new con4it�on any acoustic tiles or cork panels which are .discolored, broken or damaged. . BUSHARD COrM. CTR. OAKVIEW DAY CARE .CTR, HUNTINGTON BEACH 09500 1 3.5 Cleaninq and Finishing: Upon completion of work , clean all surfaces and m reove aTT Torerc-n matter and debris caused by work ofthis contractor and touch up all abraded or cut areas of tile. END OF SECTION GUSHARD COMM. CTR. OAKVIEW DAY CARE CTR. HUNTINGTON BEACH 0*9500 - 2 ' SECT IOil 0.9 65 0 RESILIENT FLOORING 1 . GENERAL 1. 1 Submittals : a. guality_Assurance: . Provide each type of resilient floor material produced by a rsingle manufacturer, included recommended primers, adhesives and edging strips as required. b.' Samp.les: Submit two sets of samples of each type of resilient flooring anc-f accessory requi red. c. Manufacturer's Data: For information only , submit 2 copies of .,..-.--- 1.---- .� instaTTation instructions for each type of resilient flooring and accessory required. 2. PRODUCTS 2.1 Materials: a. Colors and Patterns: Provide as shown or scheduled, or as selected by the Architect from manufacturer 's standard. b. Vinyl Asbestos Tile: Conforming to FS SS-T-312, Type IV. Provide vinyl asbestos the as herein specified. 1. Manufacturer, Quality and Patterns: (a) ARMSTRONG "Imperial Textured Excelon". (b) AZROCK "Custom Cortina (c) GAF Thru-Chip" or T.hru-Chip Pastels". (d) KENTILE "Arc-hitectural Series .2. Size: 12" x 12" . 3. Gauge: 1/8 c. Coved Rase Top set cove type, 1/8". thick .* Inside corners job formed, outsiee—corners preformed. Manufactured by QURKE RUBBEF; C011PANY, or approved equal . Colors will be selected from the 53 standard colors of QURKE RUBBER COMPANY. d. Vinyl—Beveled_Edoinq: Manufacturer's standard. e. Primers and Adhesives: Waterproof, stabilizer types. as recommended by the manufacturer. 3 EXECUTION 3.1 Sub-Floor—Preparation: a. Inspection: Carefully inspect surfaces to receive .flooring and base. Do not apply materials until any necessary corrections are made. b. Concrete: Perform moisture and bonding tests on all concrete surfaces to receive resilient flooring. Do not install flooring until any hydrostatic pressure, excessive moisture or excessive alkali condition BUSHARD COHN. CTR. OAKVIEW DAY CARE CTR. HUNTINGTON [LEACH 09650 = 1 has been corrected. Level all surfaces;. grind down high spots and f i I I depressions. c . Cleanino: Thoroughly clean sub-floor surfaces. Leave dry , broom clean aniF Tree of grease, oi.l , .paint,s, harde,ne,rs, dirt and the like. ram, 3.2 lnstalla.tion: a.. General : Install flooring and base in strict accordance with manufacturer's instructions. Lay with tight joints, true Tevel and even. h. Floor Tilc: Lay square with room axis, starting at center of room or. fuildinq and working toward fixed walls. Tile to and around all irregularities. Cut flooring mechanically to produce square and true edges. Run grain of tiles parallel unless otherwise directed. Install beveled e.dging .at terminations of tile floors -which do not abut or.. fi.nish flush with adjoining surfaces. c. Base: Return and .scribe base to door and windovr jambs. Install base on M floor mounted fixed casework . 3.3 Cleaning: ' Immediately before acceptance of building, thoroughly clean reI Tient floors and accessories with neutral cleaner. END OF SECTION 1"r BUSHARU COMM. CTR. OAKVIEW NAY CARE CTR, HUNTINGTON BEACH 09650 - 2 SECTION 09900 - PAINTING 1 ._GENERAL 1. 1 Scope: a. Furnish and install painting work as ,specified and as shown,. complete. The work of this Section includes the cleaning and preparation of all surfaces- to be painted or finished, and the painting and finishing of all interior and exterior surfaces unless hereinafter excluded. b. Paint all exposed surfaces except where the material is obviously intended and specifically noted as a surface not to be painted. Where items or surfaces are not specifically mentioned, paint these the same as adjacent similar materials or areas. If system, color or finish is not designated, the . Architect will select these from colors available for the materials systems. as specified. See Finish Schedules and notations on. drawings. 1 .2 Paint: As used . herein means all coating systems materials , including primers, emulsions, enamels, stains, sealers and fillers, and other applied materials. whether used as prime, intermediate, or finish coats. 1 .3 Work Not_To_Be Pailnte_d: a. In general , the following items will not . regdire finishing unless specifically designated. 1 . Unless otherwise indicated, do not include painting when factory finis.hing or installer-finishing .is; specified for such items as (but not limited to) metal toilet enclosures, acoustic materials , modular laminate plastic casework , finished mechanical' and - electrical equipment including light fixtures, switchgear and distribution cabinets elevator frames, doors and equipment. 2. Anodized aluminum, stainless steel , chromium plate, brass, bronze and similar finished materials will not. require finish painting, except as otherwise specified. 3. Do not paint any moving parts of operating units, mechanical and electrical parts, such as valve -and damper . operators, linkages, sinkages, sensing devices, motor and fan shafts, unless otherwise indicated. Do not paint over any code-required labels, such as Underwriters ' Laboratories and Factory Mutual , or any equipment identification, performance rating, name, or nomenclature plates. 4. Concealed Surfaces: Unless otherwise indicated, painting . is not required on wall or ceiling surfaces in . concealed areas and inaccessible areas such as furred areas, pipe spaces, duct shafts and elevator shafts, as applicable to this project. Paint all, exposed piping, equipment, and other such items as required. 5. Finish Hardware, except prime-coated items . G. Walking surfaces. 7 . Exterior Masonry. 1.4 Codes and Standards.: Conform work and materials to latest rules of Orange bounty, Department. of Public Health, regulations of State Fire Marshal , Safety Color Coding in conformance with OSHA, and all local or State RUSHARD COMM. CTR. OAKVIEW DAY CARE CTR. HUNTINGTON BEACH 09900 - 1' Ordinances , etc . , having jurisdiction. Conform to the most stringent requirements and authorities having jurisdiction. 1 .5 .Paintinq Work By Other Trades: Examine drawings and o specificatins, ;nciudtng requirements specitied . in other sections for painting work by other trades. Notify Architect in writing of any conflict between work of this section and that of other trades and sections, and any errors, omissions or ..impractical requirements. All surfaces that are left unfinished by, the requirements of their specification shall be painted or finished as specified as work of this section. 1 .6 faint Coordination: Provide. finish coats which are compatible with the prink paints used. Review other sections of these specifications in which prime paints are to be provided to ensure compati-biIity of the total coatings system for the various substratums. Upon requests from other subcontractors, furnish information on the characteristics of the specified finish materials , to ensure that compatible prime coats are used. Provide barrier coats over incompatible primers or remove and reprime a.s required. Notify the Architect in writing of any . anticipated problems Using the coating systems as specified with substratums primed by others. 1 .7 Appraved_Epual : Materials or products specified herein by trade name shall be provided as specified. References to brand names shall be. interpreted as establishing . a standard of quality and shall not be construed as limiting competition. Brand names where used in specifications shall be presumed to be followed by words "or approved equal ". Such approval will be granted only as set forth- in the General Conditions, and with certification that materials . submitted are equal. or superior to brand named in specifications in construction, efficiency and utility. 1.8 Data Submittal : Submit 5 copies of data to Architect for .approval , covering all paint materials proposed for use. For each sPecified paint system, include manufacturer' s name, product number and paint description. 1. 9 Color Samples: After receipt of Architect's color schedule, submit three 8- T77 x II" painted samples of colors selected, and three 6" x 12" samples of natural wood finishes, for approval . Natural wood finishes as scheduled, shall be on same species and grades of woods installed as work of this project. Make brush-out of stained (not lacquered) wood using systen as scheduled. Use clear blending formula if required to. achieve approved brush-out effect., Approximately 50% of all detail and trim wi11 be dark tone. . Do not proceed with painting work until color samples have . been approved. 1 ..10 Sample Application: Prepare a trial sample of textured finish, on area designated t.o receive a textured finish, for Architects approval . 1 .11 Storage: Storage of materials used on job shall be only in a single place designatcd by Architect. Such storage place shall be kept neat, clean and all damage thereto or to its surroundings shall be cleaned, repaired and refinished and otherwise made good to satisfaction of Owner. Any oily rags , waste and the like must be removed from building each night and every precaution taken to avoid danger of. fire. 1 .12 Protection: Protect all adjacent work and materials by suitable covering, drop cloth_ or other acceptable methods during progress of the work . 1. 13 Barricades and "Wet Paint" Sins: Maintain during the course of the work . 2. PRODUCTS 2. 1 Paint System: Unless otherwise specified or approved, use paint products oT one manuTacturer. Oils, thinners, dryers, primers and catalysts shall be BUSHARD COMM. CTR. OAKVIEW DAY CARE CTR. HUNT I110011 BEACH 09900 - 2 approved for use by manufacturer of paint. Provide paints of durable and washable duality . Do not use . paint materials which will not withstand normal washing as required to remove pencil marks, ink , ordinary soil , etc. , without showing discoloration, loss of gloss, staining,. or other damace. a. The use of lead based-paints is prohibited. 2. 2 Manufacturers : Manufacturer's catalog names and numbers are used to aid in, estahTishi"nn—kind and quality of material required and are not used as an indication of color desired. a. 0Laoue Paint_and_ilardwood Transparent_Finish Materials: Systec!s specified herein , are products of the SINCLAIR PAINT COMPANY. General opaque and hardwood transparent finish . products manufactured by the following will be acceptable, as approved. GLIDDEN SHERWIN WILLIAI4S CO. DEVOE PAINT DIVISION PRATT & LAMBERT, INC. NATIONAL LEAD CO. KELLY MOORE PITTSBURGH PLATE GLASS CO. DUNN-EDWAROS b. Stains ( Softwoods ) : Stain systems specified herein are materials as manufacture-d by (1LYI.IPIC STAIN. Other acceptable manufacturers of stains ( softwood) are as follows: BEHR 2. 3 Colors and Finishes : a. Paint colors, surface treatments, and finishes, are shown on the drawings and indicated in the "schedules" on the drawings. b. Prior to beginning work , the Architect will furnish . sample color chips for surfaces to be painted. Match the colors of the chips and submit samples, as specified herein, before proceeding with the work . 2.4 Delivery and Certification: Paints shall b.e ready mixed and all paints, varnishes, enamels , lacquers , stains, paste fillers and similar materials must be delivered to job site in original containers, with seals unbroken and labels intact. Each container shall ue labeled by manufacturer; . labels shall - give manufacturer's name, type . of , paint, color of paint, .and instructions for reducing. Provide manufacturer's certification of compliance with the specifications with each shipment. 2. . 5 Mixin : Open and mix ingredients on the job. Thinning shall be done in accordance with directions of manufacturer. 3. EXECUTIOIJ 3.1 Condition of Surfaces.: Examine surfaces to be finished under this section and see that new work of other trades has been left or installed in satisfactory condition to receive paint, stain or specified finishes. Do not apply materials. until any necessary corrections are made. 3. 2 Preparation .of Surfaces: a. General : All surfaces to be cleaned and floors- in roon being painted shall be cleaned free of all loose dirt and dust before painting is started. b. Wood: All . surfaces shall be clean and dry. Sandpaper wood smooth to provide an even surface and then dust off and wipe clean. Touch up. all knots and pitch pockets with shellac on interior wood and with outside sealer on exterior work . After priming .coat has .been applied, thoroughly BUSHARD COMM. GTR. OAKVIEW DAY CARE •CTR. HUNTINGTON BEACH 09900 - 3 fill all nail holes, irregularities and cracks; use plastic wood filler for stained or natural ,finish and patty for painted work . c. Plaster SUrfaces: Fill all holes, cracks and abrasions with Plaster of Paris, properly prepared, applied and smoothed off to match adjoining surfaces. Do not use sandpaper on plaster .surfaces. Plaster surfaces . that are to receive enamel"' finishes shall = be- 611owed to cure for at least three weeks. Do not apply enamel systems to plaster when moisture content exceeds 5.5% as determined by the moisture register meter. manufactured by THE MO ISTURE REGISTER CO>< Alhambra, California.. d. Uncoated Steel and Iron: Wash all surfaces with mineral spirits to remove'any�dirt or grease before applying paint. Where rust or scale is ,present, it Shall be wire brushed and sandpapered clean. Clean field welds and abraded portion's of field welded and erected, ferrous metal components. e. Shop Coated fetal Uork : Thoroughly clean off all oil , grease, dirt and torei9 matter. Spot. prime field connections, welds , soldered joints, and burned and abraded portions. factory finished surfaces indicated to be repainted shall be sanded or .etched to increase adherence of finish coats. f. Galvanized iletal and Copper: Thoroughly clean with steel -wool and degrease with sojvent. g. Concrete and Masonry: Properly prepare surfaces where efflorescence exists with—agproved acid base wash. Fill minor surface defects and cracks with a mixture of acrylic paint and spackling compound. h. liardwarel_Fixtures,,-Equipment: Switch and receptacle plates, surface- mounted lighting fixtures, finish frames of recessed lighting fixtures, escutcheons and plates , surface-mounted equipment, free-standing eduipment .blocking access to painted .surfaces, grilles and louvers at ducts opening into finished spaces, and other items as required shall ue removed from surfaces to be painted and reinstalled after completion of painting work . 3. 3 Apjlication: Apply paint to clean, dry , prepared surfaces only . Amply all pa1nt material evenly, smoothly flowed on without runs or , sags. Do not apply exterior paint during rainy , damp , foggy or excessively windy weather. Arrange for temporary heat required for interior painting, as required. a . Minimum Coatinq Thickness:. Apply each material at not less than the manuiactu'rerTs—recommended spreading rate, to pro'vi de. a total dry film thickness of not less than 5.0 mils for the entire coating system of prime and finish coats for 3-coat work . Provide a total dry film thickness of not less than 3. 5 mils for the entire coating system of prime and finish coat for 2-coat work . Apply additional coats when undercoats, stains or other conditions show through the final coat of paint, until the paint film is of uniform finish, color and appearance. b. Included Work : Tops, bottoms, and edges of doors shall be finished same as balance of door after door has been fitted by Carpenter. Where doors open into rooms or spaces having different finishes, communicating doors shall-have edges finished as directed. There walls are specified to be painted, all columns, arrises, reveals, soffits, returns, and the like shall be included. , c. Priminq: Where shop coats are specified under other sections of the work , oni prime coat but do all necessary spot priming. Prime all ungalvanized ferrous metals. Prime all doors requiring paint, as soon as possible after delivery to job. Prime all edges created by . louver and �- BUSHARD COMM. CTR. OAK YIEll DAY CARE CTR. HUI:TINGTON BEACH 09900 4 glazing cut-outs. Surfaces to be primed shall be clean, dry , sanded and; properly prepared to receive paint. d. Backnriminn; Backprime all exterior siding and trim. Backprime all interior trim, frames, backs, end and tops of casework , shelving, gri'ile cloth and trim that will '.be set'Agai'ns>t-"plaster, concrete or masonry surfaces. Such surfaces shall be clean, dry, sanded and properly ' prepared to receive the paint. e. Wood and Medium Density Overlaid Doors: Roll and redistribute paint to an even and fine texture. Leave no evidence of rolling such as laps, irregularity in texture - skid marks, or other surface imperfections. f. Signs.,,wNumbers and Graphics: Obtain services of a professional sign ter TOr application of- painted signs, numbers and graphics. 3.4 Paint System Schedule: Paint all exposed surfaces whether or not colors are . aes;gnated la'NUTIules" , except where the natural finish of the material is specifically noted as a surface not to be. painted. Where items or surfaces are not specifically mentioned, paint these the same as adjacent similar material or areas using the proper "system" for the surfaces. to receive coatings, a. Exterior Surfaces: 1 . Concrete (Flat. 100% Acrylic) : 1st Coat: #18 Epoprime 2nd Coat: #1300 Stuc-o-Life, 100% Acrylic 2. Galvanized Metal (Enamel Finish) : Pretreatment: #7113 Vinyl Wash Primer. 1st Coat: #25 Zinc Dust Primer. 2nd Coat: #248 Sash & Trim Primer. 3rd Coat: #250 Sash & Trim Enamel . ..� 3. Un-gal vanszed Metal (Enamel Fi ni sh) 1st Coat: #15 Chrome Oxide Primer for ferrous metal #26 Zinc Chromate Primer for aluminum— .2nd Coat: #248 Sash & Trim Primer: Tint with manufacturer's tinting colors 3rd Coat: #250 Sash & Trim Enamel 4. Metal (Flat 100% Acrylic Finish) : Pretreatment (Galvanized Metal No. 7113 Vinyl Wash Primer) : 1st Coat: Galvanized - . #25 Zinc Dust Primer Ferrous - #15 Chrome Oxide Primer Aluminum - #26 Zinc Chromate Primer 2nd Coat: #248 Sash & Trim Primer 3rd Coat: - #1300 Stuc-o-Life, . 100% Acrylic 5. Exterior Wood. - Stain Finish (Olympic ) : Back Prime Coat (For beams , frames siding and trim) : Clear seal-prime. (Blending Oil ) Exposed: Tst Coat: Clear blending formula. 2nd Coat: Semi-transparent stain. B'USHARD COMM. CTR. OAKVIf_W DAY CARE CTR. HUNTINGTON BEACH 09900 - 5 b. Interior Surfaces:. 1 . Semi-Gloss Finish PSG Surface (a) Concrete Block: 1st Coat: #1010 Vinyl Block Primer 2nd Coat: #975 .Sinco Prime Undercoater 3rd Coat: #18UO Sinco Satin Enamel► (b) Wood Application on doors shall. be by Shortnap roller. 1st Coat: #975 Sinco Prime Undercoater 2nd Coat: #975 Sinco Prime Undercoater 3rd Coat: #1800 Sinco . Satin Enamel (c) Metal : 'Primer Ferrous Metal : #15 Chrome Oxide Primer Galvanized & Aluminum Metal : #28 White Prime Ferrous Metal Finish .Coats 2nd Coat: #975 Sinco Prime Undercoater 3rd Coat: #1800 Sinco Satin Enamel Galvanized and Aluminum Metal Finish Coats 2nd Coat: #1800 Sinco Satin Enamel (d) Drywall : 1st Coat: #1770 Pigmented. P.V.A. . Sealer +✓ 2nd Coat: #975 Sinco Prime Undercoater 3rd Coat: #1800 Sinco 'Satin Enamel - 2.. Flat Wall Finish PF (a) Concrete Block : 1st Coat: #1010 Vinyl Block Primer 2nd Coat: #1700 Sinwall Vinyl Latex . (b) Drywall : 1st Coat: #1770 Pigmented P.V.A. Sealer 2nd Coat: #1700 Sinwall Vinyl Latex 3. Softwood - Stain Finish (OLYMPIC) SF 1st Coat: Semi -transparent stain thinned 50% with clear blending formula. 2nd Coat: Semi-transparent Stain. c. Special Treatments of Specific Surfaces 1. Mechanical and Electrical Work: (a) General : Paint exposed exterior and interior plumbing, BUSHARD COHN. CTR. OAKVIEW DAY CARE CTR. HUNTINGTON BEACH 09900 - 6 heating and electrical equipment, apparatus, conduits, pipes and fittings , supports and hangers and all, other unfinished surfaces of mechanical and electrica.l work .. (b) Equipment in Finished Rooms: Paint wall grilles and diffusers, door louvers, panelboard fronts �✓ and other equipment having a factory finish, occurring in rooms other than storage, mechanical and custodial . Paint speakers to. match white tile ceilings. (c) Equipment on Roof: Paint all mechanical and electrical equipment, ducts, vents and the like, occurring on roof with system as specified for concrete or masonry (flat) . 2. Flat Black : Paint flat black all. portions of .the following: (a ) Ducts visible_ through grilles and registers. END OF SECTION BUSHARD COMM. CTR. OAKVIEW DAY CARE CTR. HUNTINGTON BEACH 09900 - 7 SECTION 10160 - TOILET P-ARTITION.S 1._GENERAL 1. 1 Submittals:. a. Shoo—Drawings : Submit in accordance with General Conditions. b. Manufacturer' s Data: For information only , submit 2 copies each of nianuufacturerTs standard color selection and installation instructions. Architect's review will be for selection of color only . Compliance with all other requirmeents is the exclusive responsibility of the Contractor. 2 . . PRODUCTS 2..1 Materials and Construction: a. Type and Manufacture: Floor mounted, overhead braced, type, as manufactured by the following: MILLS METAL COMPARTMENT COMPANY< "Sentinel ` SANYME.TAL 'PRODUCTS COMPANY,. "Academy" KNICKERBOCKER, "Metropolitan GLOBAL "Embassy" b. Doors and Partitions: 1" think flush panel type, fabricated using minimum 'T gauge'gaTvanized-bonderized steel facing sheets over sound- deadening cores with edges sealed and bound with applied locking strips. Door facing shall be welded together at intervals around perimeter of panels. . Corners shall be welded and .ground smooth. Reinforce partition panels with concealed 14 gauge reinforcement for attachment of grab. bars, where indicated. c. Pilasters: 1- 1/4" thick , minimum 3" wide where doors are omitted, flush pa neT .type, minim a um 20 gauge galvnized-bonderized steel facing sheets, fabricated same a•s for partitions specified above. Conceal pilaster mounting assembly with stainless steel plinth. d. .Headrail : C.OntinUOUs type, galvanized-bonderized tubular steel section Ur anodized aluminum tube section. e. Hardware: Gravity type hinges, adjustable to allow door to return to its predetermined position, concealed .slide latch; door stop and ' latch keeper, combination hook and bumper, fittinos and brackets. Material and finish: Manufacturer' s standard chrome-plated non-ferrous metal , aluminum or stainless steel . Provide one-way type theft-proof screws and fasteners for all hardware. g.. Finish: Prime coat and acrylic enamel , baked-on, standard colors as selected. Satin anodized finish for aluminum headrails. 3. EXECUTION 3. 1 Installation: Erect compartments . rigid, straight, plumb and level , in strict accordance with manufacturer's printed specifications and instructions. Anchor partitions with manufacturer's standard brackets. Anchor through ,walls to wood blocking or metal backing plates furnished .and installed under other sections. Attach to,masonry walls with expansion bolts. Conceal all evidence of drilling, cutting and fitting of wall , floor and ceiling finish. Maintain uniform clearance at vertical edge of uoors from top to bottom. not exceeding 1/4" . END OF SECTION DUSHARD COMM. CTR. OAKVIEW DAY CARE STR. HUNTINGTON [TEACH 10160 - 1 SECTION 10620 - OPERABLE WALLS 1 . GENERAL 1.1 Scope Provide flat panel operable wall assembly as a complete unit produced by a single manufacturer. Work shall include * panels, operating hardware, track , perimeter trim, and panel finish material . Installation shall be by the manufacturer or an authorized agent. a. Related Work Sueciiffied Elsewhere: . 1 . Overhead supporting structure: Prepared to receive hanger rods as required. ( Provide General Contractor with template location of hanger rods ). 1 .'l (qualifications : Manufacturers of products which comply with these speciTficntions must have a minimum of three (3) current years of experience in the production of flat panel retractable partitions. L.3 Verification of Conditions : Verify at site conditions affecting work of this Section, obtain accurate dimensions of opening, grades and levels and location and arrangements of all embedded anchorage. Report discrepancies between :drawings and .field conditions to Architect prior to commencing work . Commencing work shall indicate acceptance of conditions and surfaces underlying or adjacent to work of. this Section. 1 .4 Submittals a. Shop Drawings: Submit in accordance with General Conditions. Include Tayout, elevations, connections,, and special conditions. b. Samples: Submit sample of all finish materials , . in duplicate, for approval . One set will . be returned and one set will be retained for comparison with the work. �-' e. Certification: 1. Loading: If requested by Architect, submit Independent Testing Laboratory results showing that a single . track bracket assembly supported in the normal manner shall be capable of supporting a minimum of 5000# without permanent. deformation and th?t a 36 inch simple span track shall be capable of sustaining a 5,000# concentrated load at mid-s?an without permanent .deformation with deflection not to exceed 0.0183when so . loaded. 2. Sound Control : Submit copy of test report prepared by Independent Testing Laboratory. 2. PRODUCTS 2. 1 Type and Manufacturer:" F.or purpose of determining minimum performance and quality standards , this specification is based on Type 314C11 operable wall as manufactured by ADVANCED EQUIPMENT CORP. , Anaheim, California ( 714) 635 5350. Equiavalent by Modular Space System Inc. acceptable as approved. , a. Operation: Top supported, manually operated, segmented in groups of two T2707 three (3) panels, center, stacked in relation -to track centerline. No floor track required. 1. Wall stacks in one direction to jamb as shown on drawings. BUSHARD COMM. CTR. HUNTINGTON BEACH 10620 - 1 b. Panel Construction: 3" thick with panel faces of vinyl fabric laminated T6-T77-partTcTe-board. Panel core shall consist of . glass fiber " sound attenuating material . Panel perimeter framed with metal or wood members to ensure dimensional stability. Panel, weight shall not exceed 5.0 pounds per sq. ft. Entire perimeter of panel shall be encased i.n al-uminum alloy extrusions, overlapping -, face, material 5/16". Panels shall be `"r►' bonded construction and' pot-boh'ted or mechanically fastened. c. Perimeter Sound Seals: Double peri:iieter sound seals and panel TRUrsectTon sears shall . be formed from flexible polyvinylchloride with a durometer hardness of 70 to 80, a tensile strength of 1 ,000 psi. (minimum) , and 150% minimum elongation. Use 'of hydraulic, pneumatic, or mechanically activated seals will not. be permitted. d. Too Track.: Consisting of a one-piece 6063-T6 aluminum alloy extrusion Tncorpordting soffit trim and seal retainers. Track joints shall --be aligned ' by concealed dowels in the vicinity of the running surface. Track brackets shall be 6063-T6 which interlock with top flange of the track. Brackets shall be spaced to limit the track deflection to 0.09 inches due to applied trolley loads, but in no case greater than 5-0" on center. Brackets .over stacking area shall .have maximum spacing of 2-0" on center. . e. Panel SuoEort: Each panel shall be supported by two 4-wheel trolley asseWF es o7 all steel construction, with 1-1/2" tread diameter flange wheels. Trolley ball bearings shall be precision ground, solid-race type, equipped with ball retainers, double shielded, prelubricated, . and designed for a minimum service life of 2500 hour-s of operation. Trolley pendant bolt diameter shall be 5/8" minimum, and shall be attached to the panel utilizing steel reinforcing plates internally mounted. 2.2 Sound Control : Wall shall. serve as, an effective sound barrier with a sound transmission class rating of41 db based on full scale laboratory ' test identified with ASTM E90-70, conducted at a recognized acoustical laboratory . 2. 3 Finishes : a. Panel Finish: KOROSEAL vinyl fabic, burlap 'pattern over particle board T TT height both sides each panel . Vinyl fabric shall conform to Federal Specifications CCC-W-408, Type II 22 oz . per lineal yard. Color, as selected by Architect from samples submitted by wall manufacturers. b. Exposed hardware finish, to be . 628. L613. J Hinge finish to match panel aluminum edge trim. c. A-luminum ' ( including Perimeter Trim) . 6063-T5 alloy,. having NAAWM .finish AA-M21C22-A32 commercial medium bronze. 3. EXECUTION 3. 1 Installation: Operable walls shall be installed in a neat and workmanlike manner wTtFi all adjoining panels functioning in true and plumb alignment to form an effective operating sound harrier. a. Installation shall be performed under the supervision of a factory- trained mechanic in strict accordance with the manufacturer' s printed installation manual to ensure satisfactory operation and performance. END OF SECTION BUSHARD COMM. CTR. HUNTINGTON BEACH 10620 - 2 SECTION 10623 ACCORDION FOLDING PARTITIONS 1 . GENERAL 1 1 Submittals : a. Samples: Submit 2 samples, 6" x 6" , .of each color and finish of exposed materials and accessories required for each type of fabric folding door. Architect' s review of samples will be for color and texture only . Compliance with all other requirements is the exclusive responsibility of the Contractor. b. Test Data Submittal : Submit 2 copies of sound .transmission loss test data for the door to be furnished. Data shall` be the actual acoustical test report, on acoustical laboratory letterhead. c. Shop Drawinas : Submit in accordance with General .Conditions. Include plans, elevations , and large scale details. Show support details and coordination with other work . Show anchorage and accessory items. Provide location template drawings for items supported or anchored to permanent construction, if required. 1 .2 Product Delivery,SS21:22e_and MHandlinq_: Deliver product in manufacturer's original,unopened and undamaged packages with labels legible and intact. Indentify manufacturer, brand name, size, finish, and location. Store folding partition and accessories in unopened packages to prevent d.amage from. environment and construction operations. Handle in accordance with manufacturer's instruction. Replace damaged items. 2. PRODUCTS 2. 1 Materials and Construction: a. General : Folding fabric doors shall be one of the below-listed models . .,,� Listed models shall fulfill manufacturers latest published specifications: , FOLDOOR Soundguard XH HOUGH 38OU b. Fabric Facing: Supported vinyl fabric, 36 ounces per lineal yard 54" wide for FOLDOR and 1100ER,14FOLD, and Fed. Spec. CC-VI-408, Type II for HOUGH. Standard colors as selected. Flame _spread rating of class l per U.L . "Tunnel Test 0723. c. Interior Frame Work : Steel members arranged to provide vertical or horizontal pantograph movement. d. Suspension_System: Manufacturer's standard aluminum or steel track and t—rolleys to support weight of partition specified. 1 . Subchannel : Formed cold rolled steel or extruded aluminum. e. Hardware: Exposed hardware finish as selected by Architect from manufacturer' s standard finis.h. Provide required pull bar, draw latches, screws and installation hardware. 1 . Pulls : Grip type deluxe handles. 2. Locks: Standard privacy latch each side. OAKVIEW DAY CARE CTR. HUNTINGTON BEACH 10623, > 1 3. Tie [lack Arms: Provide for all doors. 4. Pendant. P'u.11 : Manufacturer' s standard. f. Accessories: 1. Ceiling Contact Guard: Configuration as detailed. . g. Air Release Mechanism: Provide means to allow escape of trapped air when partition is operated. 3. EXF-CUTION 3. 1 Inspection: Check openings scheduled to receive accordion folding parUt)ons for incorrect dimensions, lack of squareness, out of plumb and lack of preparation. Do not commence installation of folding partitions until openings conform to specification requirements. 3.2 Installation: Level tracks and fasten securely to header as recommended by `manufiact`u'rer. Adjust and leave partitions in smooth operating condition without any indication of binding. END OF SECTION OAKV1tU DAY CARE CTR. HUNTINGTON BEACH 10623 2 SECTION 10800 --TOILET—ACCESSORIES 1 . GENERAL 1. 1 Descri tion of_Work : a. The extent of each type of toilet accessory is shown on the drawings unless otherwise indicated. b. The type of toilet, accessories required include the following: Paper towel dispensers Toilet tissue dispensers Grab bars Soap dispensers Stock stainless steel framed mirrors. Feminine napkin vendors Feminine napkin disposers 1 .2 Qualtiy_Assurance: a. Inserts and Anchorages: Furnish inserts and anchoring devices which must r--�---- be set.te in concrete or—built into rasonry for the installation of toilet accessories. Coordinate delivery with other work to avoid delay. b. Products: 1 . Provide products of the same manufacturer for each type of accessory unit and for units exposed in the same areas, unless otherwise acceptable to. the Architect. 2. Stamped names or labels on exposed faces., of units will not be permitted, except where otherwise indicated. c. Manufacturers : Model numbers specified are for products manufactured by �ia�FTCP-41aSI1EtOQrI EI�UIPt4ENT CO. Manufacturers offering products to comply with the requirements for t.oilet accessories include the following: Robrick Wa.shro.om Equip. , Inca Bradley Corp. The Charles Parker Co. 1 .3 Submittals:y a. Manufacturer' s Data: For information only, submit 2 copies of manuTacturerTs'teciinical data and installation instructions for each toilet accessory. b. Samples: When requested, submit full-size samples of units . to Architect Tor review of design and operation. Acceptable samples will be returned and may be used in the work . Compliance with all other requirements is the exclusive responsibility of the Contractor.' c. Setti-no Drawings: Provide setting drawings, templates, instructions and direcTTonT fior installation of anchorage devices in other work. 2. PRODUCTS 2.1 Accessories: a. Toilet Tissue: No. B-.288. BUSHARD COMM. CTR. OAKVIEYJ DAY CARE CTR. HUNTINGTON BEACH 10800 - 1 i I b. Papar_Towel___Bushard Comm..' Center: R-3949, 'surface mounted. c. Paacr_ToweI, 0akview Day\Care: B-262. d. Soap_Dispenser: No. B-85. �•� e. Mirrors : No. 8-290 series. f. Stainless_Steel_Grab Bars : Provide stainless steel grab bars as indicated and as follows 1. Mounting: Concealed, with manufacturer's standard flanges and anchorages for type of. installation. 2. Non-Slip Gripping Surfaces: Peened, knurled or. striated, manufacturer's standard. 3. Size: 1-1/2" o..d. , with wall thickness not less than 0.049" ( 19 ga. ) . g. Feminine Napkin Vendor: B-2802. h. F(,m.inine Naj)kin_0isposaI B-354 for mounting through toilet partition. IS-1.7u fi-0 others- 3. EXECUTION 3. 1 Ins ection a. Installer must examine the areas and conditions under• which toilet accessories are to be installed and notify the contractor in writing of conditions detrimental to the proper and timely completion of the work . Do not proceed with the work until unsatisfactory conditions have. been corrected in a manner acceptable to the installer. b. Installation: �... 1. Use concealed fastenings wherever possible. 2. Provide anchors , bolts and other necessary anchorages, and attach. accessories securely to walls and partitions in locations as shown or directed. 3. Install. concealed mounting devices and fasteners fabricated of the same material as the accessories, or of galvanized steel , as recommended by manufacturer. 4. Install exposed mounting d.evices. and fasteners finished to match the accessories.. 5. Provide theft-resistant fasteners for all accessory mountings. 6. Secure toilet room accessories in accordance with the manufacturer's instructions for each item and each, type of substrate construction. END OF SECTION BUSHARD COM-1. CTR. OAKVIEVI DAY CARE C1R. HUNTiNGTON BEACH 10800 - 2 INDEX SECTION 15400 - PLUMBING. 1 . GENERAL 1540.0-11 1 . 1 SCOPE OF WORK 15400-1 1 .2 VISITING THE PREMISES 15400-1 1 . 3 .TEMPORARY WATER SERVICE 15400-1 1 .4 SUBMITTING BIDS 15400-1 1 .5 CODES AND STANDARDS 15400-1 1 :6 PERMITS , FEES AND INSPECTIONS 15400-2 . 1 :7 UTILITY CHARGES 15400-2 1 .8 SUBMITTALS 15400-2 1 .9 FURNISHING ITEMS 15400-2 1 . 10 SUBSTITUTIONS AND EQUIVALENT EQUIPMENT 15400-2 1 .11 RECORU. DRAWINGS 15400-2 1 . 12 PROTECTION OF WORK 15400-3 .1 . 13 SEISMIC RESTRAINT 15400-3 1 .14 COORDINATION 15400-3 1 . 15 USE OF TERMS 15400-4 1 .16 MANUFACTURER'S DIRECTIONS 15400-4 1 . 17 TESTS 1'5400-4 1 . 18 GUARANTEE 15400-4 2. PRODUCTS 15400-5 2 .1 MATERIALS 15400-5 2. 2 PIPE AND FITTINGS 15400-5 2 .3 PIPE IDENTIFICATION 15400-7 2.4 PIPE VIBRATION ISOLATION 15400-8 2 . 5 WATER HAMMER ARRESTORS 15400-8 2. 6 UNIONS, GASKETS, AND STRAINERS 15400-8 2 .7 PIPE JOINTS 15460-8 2.8 CLEANOUTS 15400-9 2 .9 VALVES 15400-9 2 . 10 PIPE HANGER AND SUPPORTS 15400-11 2. 11 FLOOR, WALL AND CEILING PLATES 15400-11 2. 12 PIPE SLEEVES 15400-11 2.13 PIPE FLASHING 15.400-12 2 . 14 INSULATI014 15400-12 2. 15 ACCESS BOXES AND PANELS 15400-12 2 . 16 HOSE BIBBS .15400-12 2 . 17 STERILIZATION 15400-12 2 . 18 FIRE PROTECTION EQUIPMENT 15400-13 2. 19 WATER HEATERS 15400-13 2 . 20 RELIEF VALVES 15400-13 2 .21 PUMPS 15400-13 2.22 PLUMBING FIXTURES AND ACCESSORIES 15400-13 3. EXECUTION 15400-16 3. 1 INSTALLATION OF PIPE AND FITTINGS 15400-16 3. 2 INSTALLATION OF UNIONS , GASKETS, AND STRAINERS 15400-18 • 3. 3 INSTALLATION OF PIPE JOINTS 15400-18 3.4 INSTALLATION OF EQUIPMENT 15400-18 3. 5 ROUGHING-IN FOR FIXTURES 15400-18 3.6 INSTALLATION OF CLEANOUTS 15400-20 3. 7 INSTALLATION OF VALVES 15400-20 3.8 INSTALLATION OF PIPE HANGERS AND SUPPORTS 15400-20 BUSHARD COMM. CTR OAKVIEW DAY CARE HUNTINGTON BEACH INDEX-1 INDEX, CONTINUED SECTION 15400-PLUMBING 3.9 INSTALLATION OF FLOOR, :'-WALL AND CE:LL•I.NG :P,LATES . 15400-21 3. 10 INSTALLATION OF PIPE .SLEEVES 15400-21 3. 11 INSTALLATION OF PIPE FLASHING 15400-22 3. 12 INSULATING . 15400-22 3 . 13 INSTALLATION OF ACCESS BOXES AND PANELS 15400-22 3 . 14 STERILIZATION 15400-22 3. 15 KITCHEN AND/OR MISCELLANEOUS EQUIPMENT 15400-23 3. 16 INSTALLATION OF PLUMBING FIXTURES AND ACCESSORIE-S 15400-23 3. 17 TESTS 15400-23 3. 18 ADJUSTING 15400-24 3. 19 SYSTEMS 15400-24 3.20 SEWER SYSTEM 15400-24 3 .21 ROOF DRAINAGE AND DOWNSPOUT SYSTEM 15400-24 3. 22 COLD WATER SYSTEM 15400-24 3 :23 DOMESTIC HOT WATER 15400-24 3. 24 GAS SYSTEM 15400-24 3. 25 ELECTRICAL SYSTEM 15400-24 3.2.6 ADJUSTMENT AND OPERATION 15400-25 3.27 OPERATING INSTRUCTIONS 15400-25 3.28 CLEAN-UP 15400-25 BUSHARD COMM. CTR. OAKVIE.W DAY CARE HUNTINGTON BEACH INDEX-2 SECTION 15400 - PLUMBING 1 . GENERAL: a . Requirements of General and Specfial Cbndi,tions apply to work of this Section . 1 . 1 SCOPE OF WORK: a . 'The work covered by this section consists of furnishing all labor, materials', equipment, fixtures , and performing all operations required for complete and operable plumbing systems as indicated on the drawings and as specified herein. b.. .These drawings and specifications do not include necessary components . for .construction safety 1 .2 VISITING THE PREMISES : a . The Contractor, before submitting his bid on .the work must visit the site and familiarize himself with all visible existing conditions . As a result of having visited the premises , the Contractor shall be responsible for the installation of the work as it relates to such visible existing conditions . b. The submission of a bid will be considered an acknowledgement on the part of the bidder of his visitation to the -site. 1 . 3 TEMPORARY WATER SERVICE : All temporary water supply and distribution s� a part of the General Contract on this project, with no costs to be paid by the Owner. It shall be the •responsibility of the General Contractor to establish the scope of any 'such work to be. provided by his subcontractors prior to submission of bids .' 1 .4 SUBMITTING BIDS : The Bidder is skilled and experienced in the use �., and interpretation of plans and specifications . He ha.s carefully reviewed the plans and specifications for this project and has found them free of ambiguities and sufficient for bid purposes . . Further, he has carefully examined the site of the work and, from his own obser- . vations , has satisfied himself .as to the nature and location of the wark , the character, quality and quantity of materials , and the difficulties , likely to be encountered, and other items which may affect the perform- ance of the work . He has based his bid solely on these documents and observations and has not relied in any way on any explanation or interpretation , oral or written, from any other source.. Therefore, the Bidder agrees to limit the liability of the Consulting Engineer for his professional .negligence, errors or omissions , to a total aggregate liability to him of $50,000 .00. The Bidder in no way assumes liability for the negligence, errors or omissions of the Consulting Engineer. 1 .5 CODES AND STANDARDS : Work and materials in -accordance with the State Fire Marshal ' s latest rules and regulations ; Division of Industrial Safety safety orders ; National Electric Code; Uniform Plumbing Code . 1973 edition; International Association of Plumbing and Mechanical Officials Uniform Mechanical Code; California Administrative Code; State and Local Health Department regulations , and other applicable state laws or regulations . Nothing in these plans or specifications is to be construed to permit work not conforming to these codes . BUSHARD COMM, CTR. OAKVIE14 DAY CARE HUNTINGTON BEACH 15400-1 1 .6 PERMITS , FEES AND INSPECTIONS: Apply and pay for all permits , fees , . Inspections , examinations and tests required by any legally constituted public authorities . 1 .7 UTILITY CHARGES : a. Contractor shall apply in the name of the Owner for gas , water and sewer services, The Owner shall pay for all charges for same as follows : 1 . Cost of .installing water meters , meter vaults , and water service thereto. 2. Sewer connection charges . 3. Cost of installing gas meter. 1 .8 SUBMITTALS.: Submission of six (6.) brochures containing material lists , certified manufacturer's drawings , performance data, rough-in dimen- sions and cuts of all equipment and .fixtures within thirty five (35) days after contract is signed. Submittals shall be in a. neat brochure form and shall contain a complete list, in index form, of the manufact- urer ' s names , cuts of equipment, performance data, catalogue numbers and trade names as required to properly identify the materials and equipment to be, furnished under these specifications . Use tabbed separator sheets in brochures : Each item shall be properly identified by reference to item number or paragraphs in the specifications . Any deviation from item as specified shall be clearly indicated on the submittal and noted .as such . Failure of. the Contractor .to comply with the .above will evidence that item as specified will be furnished. 1 .9 FURNISHING ITEMS : For any. equipment or materials indicated but not descry eed_as to-model . or quality , obtain information from Architect prior: to bidding . . Failure to do so will not relieve Contractor from furnishing items of the quality desired by Architect before final acceptance, and. at no additional cost to Owner. 1 .10 SUBSTITUTIONS AND EQUIVALENT EQUIPMENT: a . Refer to "Substitutions " under General , and Special Conditions . The Architect will review all substitutions when submitted , in accordance with the General and Special Condition of the specifications . b. Equivalent Equipment: This section of the specification .specifies certain equipment in detail . It also names equivalent equipment which is not considered to be a "Substitution" . However , submit the equivalent equipment named herein to the Architect for review as per the General Requirements sub-section of this section of the specifications Equivalent equipment, if named herein , will be considered equivalent if it is equivalent quali.ty, capacity and is fully equipped as the unit specified in detail ; if the unit fits the space allotted; and if the unit has a .physical configuration and weight similar to the unit specified in detail .. 1 .11 RECORD DRAWINGS.: Provide and keep up-to-date a complete set of "as-built" prints and specifications , showing locations and depths of all buried and -concealed pipe and .equipment. These "as builts shall be kept in the custody of. the Resident Inspector and shall be completed daily., and this BUSHARD COMM. CTR. OAKVIEW DAY CARE �'+, HUNTIN.GTON BEACH 15400-2 shall be the record set. No backfill_inn _ of trenches will be permitte-d until "as built" drawings._ -a.re..up to _date No P1umbi nq progress may ments will be approved unless `"as built" drawings are up to date . U_epfh of sewers shell be from a permanent bench mark . "As-built" entries ." shall be completed in a neat, clear, professional manner. Upon com- pletion of the work , obtain construction inspector's signature on the record set verifying information . Obtain reverse reading auto-positive tracings of each sheet of record set, containing "as built" information and .deliver them unfolded, along with the record set, to the Architect prior . to ` final acceptance. 1 .12 PROTECTION OF WORK: Protect all work, materials and equipment from damage during progress of work. Replace all damaged or defective work , materials and equipment without additional cost to Owner, and before requesting final acceptance . Coordinate the work of -this . secti..on with that of all other sections to avoid interferences and Tor the general benefit of all the work . 1 .13 SEISMIC RESTRAINT: a . Because of variation in manufacture and configuration , contractor shall submit shop drawings to the Architect for submission to the Office of the State Architect (OSA) for their approval .. These shop drawings shall include necessary details , specifications and supporting structural engineering calculations which .will indicate that the methods to be used to anchor, hang , support and/or restrain all mechanical system components will be accomplished in a manner that will meet the seismic requirements of the Office of the State Architect (OSA) . b. Major mechanical system components requiring restraint but not limited to the following : 1 . Floor. or roof mounted air compressors with vibration. i.solation . 2. Floor or roof mounted pumps , water .heaters , boilers , .tanks , without vibration isolation . c.- Contractor may refer to details applicable in the SMACNA, "GUIDELINES FOR SEISMIC RESTRAINT OF MECHANICAL SYSTEMS" , using the "g" forces for "other buildings " classification. Deliver a. copy of these Guidelines to the Owner' s Resident Inspector. d. Refer to Structural Drawings for any restrictions on methods , location of support point, and maximum weight per support forkattachment . to structural system. 1 .14 COORDINATION : a.. Responsibility for coordination with connecting- or related work furnished under other sections remains the work of this section. This includes but is not limited to the following : 1 . Electrical - The Electrical Section of the specifications indicate and specify conduit, conductors , outlets , disconnect switches , starters except as hereinafter specified, and the making of final power connections . 2. Concrete - Responsibility for the proper size and location of equipment pads furnished under another section remains the work of this section. BUSHARD. COMM. CTR, OAKVIEW DAY CARE �-- HUNTINGTON BEACH 1540-0-3 3. Structural - Location of any necessary drilling or cutting of structural members shall be coordinated with and approved by structural . 4. Connections - Location and sizing of connections to related • equipment or systems shall be coordinated for proper operation and to avoid interference. 5. Substitutions . -. Any change or revision to the work from that shown on the plans and specified which is required due to the use of substitute or equivalent equipment under which it is made . 1 .15 USE OF TERMS: a . Use of the mandatory word "shall " has been dispensed with in the majority of the preceding and following paragraphs . This , together with the abbreviated sentence construction is solely for the purpose of brevity . All parties shall interpret the provisions and require - ments of the specifications as mandatory, unless otherwise expressly and particularly stipulated. b . The terms "install " or "provide" mean "furnish and. install . " 1 . 16 MANUFACTURER ' S DIRECTIONS : Follow manufacturer ' s directions of articles , furnished in addition to directions shown on the drawings or specified herein. 1 . 17 TESTS.: Nothing in these specifications shall be construed to permit deviation for the test requirements of any legally constituted authority. Where tes.ts as specified hereinbefore are at variance with test require- ments of any legally .constituted authority, Contractor may, with the approval of the authority concerned, perform whichever test is more restrictive, but in no case .shall test be less. than as specified herein . No system shall at any time be tested at more than 1.0% above the require- ments of tests as specified hereinbefore 1 . 18 GUARANTEE: All materials and equipment provided and/or installed under`tTiis specification shall be .guaranteed for a period of one (1 ) year from the date of acceptance of the work by the Owner. Should any trouble develop .during this, period. due to defective materials or inferior workmanship noticed. at time of installation and/or during guarantee period shall' be corrected immediately to the entire satisfaction of the Owner. . END OF PART 1 . BUSHARD COMM. CTR. OAKVIEW DAY CARE HUNTINGTON BEACH 15400-4 2 . PRODUCTS : 2 .1 MATERIALS : Use only'new mater,ials ,' arrd unle s prefabricated , deliver to the site in standard sizes . Use the standard product of one manufact- urer for each article of its "type. Comply with the minimum standards for plumbing materials as outlined in Table "A , Section 201 , 1973 edition of. the Uniform Plumbing Code except as herein specified to be above these standards . Materials and workmanship not otherwise specified are to conform to the latest applicable Federal , N .F. P .A. , A.S .M. E . , A.S .T.M. , N .E.M.A.., or. A.G.A. ; A.N.S. I . specifications . 2.2 PIPE AND FITTINGS : a . Soil , waste and vent piping to 5 feet outside of buildings , service weight cast iron soil pipe and fittings , coated inside and out. and shall be...labeled with the � mark of quality .and permanence as illustrated in Commercial Standard CS-188. At Contractor's option, piping 3 inches and smaller if kept 6 inches or more above ground , may galvanized steel pipe with black coated cast iron screwed drainage fittings , except use galvanized dra.in.age fittings where run exposed . At Contractor's option, use type "DWV". hard drawn copper vents and fittings . b. All waste and vent piping occurring in demountable or minimum thickness walls shall be Type DWV copper pipe from finish floor to above ceiling . c . Sewer piping from 5 feet outside of buildings , service weight cast iron soil pipe and fittings for pipe 3 inches and smaller, and extra strength vitrified clay pipe and fittings for pipe 4 inches and larger unless indicated cast iron:. d. Roof drainage and downspout piping , as specified for soil , waste and vent piping . e. Cold water piping underground outside of buildings and upstream of building shut-off valves , sizes 1-1/2'.' through 6 inches , P .V .C . "Ring-Tite"pipe 200 p.s . i . (SDR 21 ) meeting all requirements of ASTM-D1784 , ASTM D2.241 and Commercial Standard PS 22-70 with factory fabricated P.V,.C . bell fittings.. Install pipe and provi,+e concrete thrust blocking as recommended by the pipe manufacturer. f. Above ground Cold water piping , and underground cold water piping size 1 -1/4 inches and smaller, seamless, hard drawn copper tubing , ASTM B88, Type "K" below ground, Type "L" above ground,, with wrought copper ASA B16.,22, or cast bronze ASA B16 .18 cast so.lder .fittings Class 150 . " g . Hot water piping , seamless hard drawn copper tubing, ASTM .B88 , Type K below ground, Type L above ground, with wrought copper ASA B16.22 or cast. bronze ASA B16.18 solder fittings , Class No. 150. h. Gas Piping:_ 1 . Underground Outside Building: (a) Piping shall be rigid polyvinyl chloride, Type I Grade 1120-1220 I .P .S . Schedule 40 gas pipe up to . and including 1-1/2" size and Class 315 SDR 13 . 5 gas pipe for 2" and BUSHARD COMM. CTR. OAKVIEW DAY CARE HUNTINGTON BEACH 15400-5 larger continuously and permanently marked with the follow- ing: Manufacturers name, pipe material , size I .P .S . Schedule, type, date of extrusion and NSF approval. (b) Fittings sh.al.l 'be polyvinyl chloride, Type I, Schedule 40 (medium weight) for use with the specified pipe . Fit- tings shall be Sloan, Baldwin. or. Thermoplastic . Saddles or saddle-type clamp fittings will not b.e permitted . Fittings must be installed per standard IS-10-71 . (c) Connections to steel pipe shall be by means .of dresser sleeved couplings "(Style 90 up to 2" or light pattern style 38 for all sizes ) or equivalent Smith-Blair couplings , accesssible for inspection . Where the connected steel pipe passes directly into a structure, sleeve clearance shall be increased to 1" minimum. (d) Joints shall be solvent welded .or flanges with neoprene gaskets . No threaded joints shall be used. Solvent weld . PVC companion flanges shall be used on the plastic pipe side for connection to flanged valves or devices . (e) Plastic pipe shall be installed not less . than 36" below grade . Risers to grade shall be protected by a rigid casing . Risers to and nipples ". in valve boxes shall be Schedule 80. (f) Pipe shall be run under blacktop or compacted soil areas free from large stones or boulders . Pipe may pass under sidewalks or driveways less than 10 feet wide, as long as no joint occurs under such crossing . Pipe passing under paved areas wider than 10 feet shall be in ventilated con duits extending past the paving . (g) Piping shall not -support the weight of valves , metal fittings or other items . Pipe shall be installed strain-free . (h) Plastic pipe and fittings shall not be stored or left ex- posed to sunlight. (i ) Pipe in open trenches shall be shieided. Sand envelope may., be placed around pipe with the exception of joints with the approval of the inspector. Mechanical protection for . the pipe shall be us"ed when necessary to leave pipe exposed overnight. 2. Aboveground :. (a) Schedule 40 black steel pipe with black banded malleable iron screwed fittings and/or welded with "Tube-Turn" weld- ing fittings . A . Underground steel piping shall be provided with "X-TRU-COAT" factory applied protective cover, consisting of 25 mils poly-ethylene or poly-propylene ap.pli,ed over 10 mils of hot thermo"-plastic adhesive Care shall be taken to avoid abrasions to wrapping during installation. Field joints and fittings shall be hot wrapped with Johns-Manville "Duratape" wrap using T-1.00 primer. Preheat "Duratape" with a wide mouth , low temperature torch (do not use a cutting torch ) . BUSHARD COMM. CTR. OAKVIEW DAY. CAR[ HUNTINGTON. BEACH 15400-6 Spiral wrap . the joint with "Duratape" coal tar Type W-800 applied to give a total thickness of 3/32" . Overlap existing factory applied coating, when starting and finishing a minimum of 2 inches to assure unbroken covera9e, Flash heat outer surface to "Duratape" after application to foram ,a. smooth pe,rf,ectly sealed coating. Do not overheat . Priming and wrapping shall be as recommended by the ... manufacturer- . J . All underground wrapped pipe , fittings and field joints shall be tested after assembly with an approved high voltage holiday detector, Tinker and Rasor, .or, equal , with positive signalling device to indicate any flaws , holes or breaks in the pipe wrapping . All testing shall be done in the presence of the Inspector. Prior to starting the test, all piping shall be completed and placed in the, bottom of the trench on temporary smooth , padded blocks which will hold the pipe high enough above the sand bed to .allow . the testing electrodes to be run along the underside of the pipe. After all testing and necessary repairs have been completed , the temporary blocks shall be carefully removed to allow the piping to rest on sand bed, ready for backfilling . k . Water piping exposed serving plumbing fixtures , (except pipe noted to be run exposed in kitchen, shops and. utility areas ) , I .P.S . chrome plated yellow brass pipe with polished chrome plated 1259 screwed brass fittings. 1 . . Dielectric Isolators : Central Plastics Distributing Co. , 150 lb . Cadmium Plated Insulating Unions . 2 .3 PIPE IDENTIFICATION : a. All service piping which is accessible for maintenance operations (except piping in finished spaces ) will be identified with -semi- rigid plastic identification markers. equal to SETMARK Pipe Markers , or accepted equivalent. b . Direction of flow arrows are to be included in each marker, unless otherwise specified. c . Each marker background is to be appropriately color-coded with a clearly printed legend . to identify the contents of the pipe in conformance with the "Scheme for the Identification of Piping Systems " (ANSI A1.3.1 -1975) . d. SETMARK Type SNA markers to be used on diameters 3/4" thru 5". e. SETMARK Type STR markers to be used on diameters 5" or larger. f. For pipes under 3/4" O .D. (too small for color bands and legends ) , brass identification tags 1 -1/2" in diameter with depressed 1/4 high black-filled letters above 1/2" black-filled numbers will be fastened securely at specified locations . g. Locations for pipe markers to be as follows :• 1 . Adjacent to each valve and fitting (except on plum.bing fixtures and equipment). 2. At each branch and riser take-off BUSHARD COMM. CTR. OAKVIEW DAY CARE HUNTINGTON, BEACH 15400-7 3. At each pipe passage through wall, floor and ceiling construction . 4. At each pipe passage to underground. 5 . On all hori-zontal "pi-pe runs mar.k'e';d.. every 50 feet. h. SETMARK Pipe Markers and Brass Valve Tags as manufactured by Seton Name Plate. Corp . , New Haven, Conn 06505. 2.4 PIPE VIBRATION ISOLATION : a. Flexible connections molded bellows type reinforced teflon or rubber flanged joint . Where space conditions permit, straight sided vibration joints are acceptable . b . Manufacturers : Resisto.flex, _U.S . Rubber, American Rubber, Belmont, Korfund, Vibration Mountings , Mason Mercer. 2 . 5 WATER HAMMER ARRESTORS : Ar-restors shall be PDI rated and sized as specified herein Josam, J . R. Smith, Wade or Zurn . 2. 6 UNIONS ,_ GASKETS AND STRAINERS: a . Unions 2 inches and under: Walworth , Crane or Stockham, 250# class ground joint malleable iron screwed unions with brass to iron seat, galvanized or black to match. piping in .whi.ch installed. b . Unions - 2-1 /2 inches and larger: Cast iron flanged, gasket type, galvanized or black to match piping in which installed. . C. Unions - for copper tubing : Nibco ff733 . d. Gaskets :. 1/16 inch Garlock #1.22 or Cranite "CC" . e. Strainers : Crane , Wilkins or Zurn Y type except as otherwise noted. Cast iron or bronze bodies . Strainer element stainless steel , with perforations suitable for service requirements . Strainers in copper lines shall have bronze bodies. 2. 7 PIPE JOINTS : a. Thread compound : "Crane Thread Lubricant" or, "Led Plate Paste No 2.50" . No other type of thread compound is. acceptable unless approved in writing before installation At Contractor's opt.ion use ."Teflon" thread tape applied without pipe "dope" . b . Pure soft lead and tarred jute for joints in hub and spigot cast iron soil., waste and vent lines . c. Neoprene sealing sleeve and stainless steel shield and clamp assembly for No-Hub cast iron soil pipe and fittings . Sleeve must bear. the J mark of quality . Sleeve permitted only on piping above grade, use MG Coup.ling Co. , or equal , cast iron couplings below grade. d. Flexible compression joints for vitrified clay pipe and fittings., factory applied compression type conforming to A. S`.T.M. C425. e. Backing rings : "-Robvan C-Nib" for welded joints in steel pipe .. BUSHARD COMM. CTR. OAKVIEW DAY CARE HUNTINGTON BEACH 15400-8 f. Solder: 50-50 tin-lead per ASTM .B-32 for drainage lines , 95-5 tin-antimony all other copper lines . 2.8 CLI:AN_OUTS : a . Cleanouts on cast iron soil pipe, iron body with extra heavy .bronze plugs screwed into caulking ferrules , Cleanouts on steel .pipe, extra heavy bronze plugs . Cleanouts on copper pipe, extra heavy bronze plugs . Cleanouts on vitrified clay pipe, vitrified clay pipe plugs and/or cast iron hub with iron body cleanout and extra heavy bronze plug . Where cleanouts occur in finished interior surfaces , smooth polished chromium plated . Exposed parts of floor cleanouts in finished rooms , non-slip ,polished nickel bronze. Floor cleanouts adjustable type . Where cleanouts occur in carpeted floor areas , the cover shall be elevated so as to be flush with finish carpet surface . Wherever possible,. cleanouts shall be kept out of carpeted areas . b . Exterior Cleanouts : 1 . On cast iron pipe above ground, or in lawns or unpaved areas , Smith #4425, Josam 58500-20-22 Wade W-8550-A or Zurn Fig. Z- 1440A in Brooks No. 3RT . access box. 2. In paved. areas : Smith #4223, Josam 58090-CAL ,.. Wade W-7130- X or Zurn Z-1420 .25 with cast iron top. 3. On steel pipe: Extra heavy bronze plugs . 4. On vitrified clay pipe below grade: Vitrified clay plugs . 5. On vitrified clay pipe to grade: Cast iron- hub with Smith #4425 , Josam 58500-20-22, Wade W-8550-A, or Zurn Fig Z-1440A in Brooks No. 3RT access box. c. Interior Cleanouts.: 1 . Wall type for cast iron pipe: Smith #4532 , Josam 58790-4, Wade W-8460-R , or Zurn Z-1445-1 . 2. Wall type. for steel pipe: Smith #4472, Josam 58890-4, Wade . W-8470-R , or Zurn 14.60-8. 3. Floor level type in rooms with concrete floor: Smith #4023, Josam 58330-2, Wade W-7030-W, or Zurn ZN-1400-2. 4 . Floor level type in boiler or shop rooms with bare concrete floors : Smith #4223, Josam 58090-CAL , Wade W-71304 , Zurn Z1420 25 with cast iron top. 2.9 VALVES : Valves , unless otherwise specified or noted, are gate type. AEI — valves of the same type to be of the same manufacturer. The valves listed below. are approved. a. Solder joint type valves : .1 . Gate valves : 150 pound, solder joint., bronze. Powell ------=-------No. 1842-5 Nibco/Scott---------No. S-134 BUSHARD COMM, CTR. OAKVIEW DAY CARE HUNTINGTON BEACH 15400-9 2 . Globe valves : 150 pound , solder joint, bronze. Powell --------------No. .1823 Nibco/Scott---------'No. S-235-B 3. Check valves : 1570 pound , swing ,. Y-pattern . `- Powell ----------- -No. 1841 Nibco/Scott---------No. S-433-B b. Screwed and/or flanged valves : 1 . Gate 2 inches and under: 150 pound screwed and/or flanged , all, bronze, solid wedge disc N.S . Powell---- ----Fig . 514 Walworth----Fig. 11 Jenkins--------Fig . 49-U Crane-------Fig. 431 Nibco/Scott----Fig . T131 2. Gate valves 2-1/2 inches and larger: Standard screwed and/or flanged, iron body bronze mounted , O.S . & Y . Powell---------Fig . 1792 Crane--.----=Fig . 464-1/2&465-1/2 Jenkins--------65OA-651A Nibco/Scott=Fig . T-617-0&F-617-0 Walworth-------F.ig . 726&726F 3. Gate valves 2-1/2 to 3 inches for outside water service : Standard flanged iron body bronze mounted , N.R.S . Powell ---------Fig . 1431 Jenkins-----Fig. 326 Crane----------Fig . 461 Kennedy-----Fig. 058 Nibco/Scott----Fig. F619 Walworth----Fig . 719F 4. . Glob.e valves : 150 pound screwed, bronze, stainless steel plug type disc with bonnet. Walworth----Fig . 237P Powell -- -------Fig . 102 Jenkins-----No. 246P Cra-ne-----------Fig . 14-1/2P Stockhom----Fig . B-29 .5 . Angle valves : 150 pound screwed, bronze, stainless steel plug type disc with union bonnet. Walworth----F1 238P Powell------ Fi' Fig . ---- g . .1U3 Crane-------Fig . 16-1/2P , Stockham--------Fig . B-229 6 . Gas valves at equipment: All bronze, flat- head screwed gas cocks . Powell ---------Fig. 947 Healey------'Fig . 20F Crane----- -No. 270 Walworth-----Fig . 591 7 . Gas service cocks : Semi-steel. 175 pound with tapered bronze plug and bolted yoke. Furnish one operating wrench for 'each valve. Powell----- --------Fig . 2200 Nordstrom-----------Fig. 142 Walwo-rth------------Fig . 1796 8. Check valves 2 inches and smaller: 200 pound, screwed, all bronze regrinding swing type. Powell ---------Fig . 560 Crane-------No . 36 Nibco/Scott----Fig . T-453-B Jenkins-----Fig .. 762-A . Walworth-------Fig . 420 BUSHARD COMM. CTR. OAKVIEW DAY CARE HUNTINGTON BEACH 15400-10 9 . . Check valves 2-1/2 inches and larger.: Standard flanged iron body bronze mounted, renewable seat and disc type Powell ---------Fig'.=559 "Crane-`- --No . 373 Nibco/Scott----Fig. F-918-B Walworth----Fig . M9:28F Jenki.ns------ -Fig . 624 10. Ball valves : 150 pound screwed, bronze with teflon seats . Jenkins- -Fig. 32-A Nibco/Scott------Fig. 590-Y 2 . 10 PIPE: HANGER AND SUPPORTS : a . Standard manufactured malleable iron or steel split ring .hangers with adjustable- len.gth of pipe or rod for horizontal . pipe and wrought iron or steel pipe clamps for vertical pipe. Hangers and supports , Fee & Mason , Grinnel , or equivalent hangers . of. the same type to be of .the saine manufacturer. All hangers and supports shall conform to ASA code for pressure piping , B31 . 1 b . Isolators , Semco "Trisolators" or Potter-Roemer Co. "Pr-.Isolators " of size required . 2.11 FLOOR, WALL AND CEILING PLATES : Floor, wall and ceiling plates , unless otfierwise specified here.i.nafter under plumbing fixtures , "Beaton Cadwell " #10 , or approved equal , steel flanged with locking device .and polished chromium plated finish . 2.12 PIPE SLEEVES: a . 20 gauge steel pipe sleeves for concrete walls and floors . Galvanized steel telescoping type sleeves as manufactured by "Adjust-Crete" or "Paramount Mfg . " , or Sperzel, poly-ethylene "Crete—Sleeve" , may be used . Pipe sleeves installed under structures are to be terra cotta or fiber. b . Fire Wall and Floor Penetrations : 1 . Bare Pipe - All pipe penetrating fire walls and floors shall be encased in adjustable sheet metal cans -minimum, 24 ga . - sized for- maximum 1 " spacing between pipe and can . Spacing shall be packed on either end with double neoprene coated asbestos rope with positive fastening catch. 2 . Insulated Pipe - All insulated pipe penetrating fire walls and floors shall be encased in adjustable sheet metal cans - minimum 2.4 ga. - sized for maximum 1 " spacing between insulation and can . Insulation shall consist of 360' water-proofed calcium silicate insert sized to extend a minimum of 1 " beyond wall or floor penetration . Insert shall be the encased within a 3600 sheet metal shield - minimum, 26 ga . and shall be the same thickness as the adjoining pipe insulation . Spacing between shield and can shall be packed on either end with double neoprene coated asbestos rope with positive fastening catch . 3. On hot piping , apply 3" wide vapor barrier tape or band over the butt joints . BUSHARD COMM. CTR. OAKVIEW DAY CARE HUNTINGTON BEACH 15400-11 2 .13 PIPE FLASHING : Flashing assemblies , Semco Fig . #11007-5 or 1100-7 as requir 'with vandalproof hood for vent pipes , and "Semco" Fig. #1100-4 for other pipes 2 . 14 INSULATION : a. Pipe insulation , standard thickness CSS "Snap-On" insulation with (FRJ-SSL) fire retardant jacket with self-sealing lap; or Owen- Corning Fiberglass 25 ASJ-SSL insulation . b . Insulate fittings and valve bodies wit1i molded or fabricated fitting insulation of same material as pipe covering , or cover with plastic asbestos material worked on in two applications and finished to a hard , smooth surface , flush with pipe covering. 2. 15 ACCFSS BOXES AND PANELS: a. .Access boxes for gas and water service valves , Brooks Concrete Works Model #1-RT or #.3RT with the. wor.ds "Gas " .or "Water" respec- tively cast in top of cover, or comparable box by Fraser Cement Products Co. b. Access boxes for sewer cleano:uts brought to grade in unpaved areas , Brooks Concrete Works Model #3RT with the word "Sewer"cast in top of cover,, or comparable box by Fraser Cement Products Company. c . Access panels in walls and ceilings , except. as hereinafter specified, Smith 4760 W/AK, Acorn 8211 -3, Wade W-8490-K-AK or Zurn 1460-4 W/AK of the size required or noted, but not. less than 12" x 12" . Provide Allen wrench operating device set flush in face of door. Doors and frames prime coat finish . d. Access panels in tile walls , Zurn Fig . 1460-2, Smith 4730 , or Wade W-8480-ST cover and frame chrome plates or stainless steel , size suitable for purpose intended with a minimum opening of 1.2" x 12" . 2 .16 HOSE BIBBS : } a. Provide loose. key stops for all hose bibbs . b . Inside hose bibbs , Chicago I;o. 13LK, 1/2 inch with flange and. hose end, chromium plated. c . Outside hose bibbs , Acorn No . 8120 , 3/4 inch with flange and hose end, rough nickled. d. Free standing outside hose bibbs , Acorn No. 8125 3/4 inch rough brass. 2 . 17 STERILIZATION : a . Materials used are: 1 . Liquid chlorine conforming to U.S. Army Specification #4-1 . 2 . Hypochlorite conforming to Federal Specification C-B'-441 -A and Amendment 2, Grade D. 3. The minimum dosage. of chlorine to be 50 parts per million . BUSHARD COMM. CTR. OAKVIEW DAY CARE HUNTINGTON BEACH 15400-12 2.18 FIRE PROTECTION EQUIPMENT: a . Steel fire extinguisher cabinet , '2709.'>semi -recessed type or 2705 surface type as manufactured>, by Potter-Roemer Co. Constructed of furniture steel with prime coat finish . Box to be c-onstructed of not less than #20 USS gauge and door and trim of not less than #,16 USS gauge . Hang full center break glass door on a piano hinge of ample strength to prevent sagging. Letter face of door with the words ."Break Glass in Case of Fire" . Cabinets are to be keyed alike . Equivalent cabinets as manufactured by Standard Fire Hose Co. or Sierra are acceptable. b. Install in above mentioned fire extinguisher cabinets. Underwriters ' approved ABC 5 dry chemical extinguisher with UL2A-I0BC approval , constructed of red enameled steel . 2. 19 WATER HEATERS : a. Storage type glass lined water heater, National . Steel Const. Co . or accepted equivalent , natural gas fired of size and capacity indicated on drawings . Heater to be complete with insulated metal Jacket, thermostatic controls , draft diverter, drain valve with hose connection , safety pilot, main and pilot gas cocks . Heater to be A.G.A. approved ,and rated. b . Electric water heater, Lochinvar Water Heater. Corporation , or National Steel Construction Co. , glass lined, automatic electric water heater, , size and capacity as shown on the drawings ; complete with magnesium anode , thermostat and elements for voltages shown. Water heater shall be U. L. listed and approved an.d .shall have high temperature (electrical energy) shut off. c. Water heater vent to be constructed of round sections of American Metal Products Co. "Amerivent" , Type "B" double wall vent pipe . �... Terminate vent in a '.'Durvac" or "Americap" galvanized sheet metal ventilator top. Flash and cou.nterflash to. maintain a watertight. roof. : 2.20 Rf_LIEF VALVES :, Install pressure relief valves and temperature relief vaYv©s and/or .combination temperature and pressure relief valves at all water heater installations . Pressure relief valves to be A.S .M. E . labeled and rated with capacity in B. T. U.. not. less than that of the water heater ; set to relieve at not more than 50 psi above water supply . pressure and not more than the working pressure on the tank . Temperature relief valves to be A.G.A . labeled and rated for capacity of heater in which installed . Combination type relief valves to be rated and labeled the: same as for individual pressure and temperature relief valves . 2.21 PUMPS : Hot water circulating pumps , Bell and Gossett, Thrush or Taco all bronze pumps with capacities and heads indicated on the drawings , designed and fitted for hot water. service. Motors , 1750 r.p .m. , 110 volt, single phase , 60 cycle . 2 .22 PLUMBING FIXTURES AND ACCESSORIES : a . Plumbing fixture trim and exposed supplies and wastes. are to be brass with polished chrmoium plated finish .unless otherwise specified . Provide individual loose key or screwdriver stops for all fixture supplies ., Separately trap all wastes . Furnish chromium plated BUSHARD COMM. CTR. OAKVIEW DAY CARE HUNI:INGTON BEACH 15400-13 i wall escutcheons, with all exposed supplies and trap arms . Locate stops below fixtures or counter tops . b. In the following specifications where reference is made to Standard `�.► Manufacturing Co. , it' is understood to mean American Radiator and Standard Sanitary Corporation, and that equivalent fixtures as manufactured by Crane Company or Kohler Company are acceptable if used throughout. Equivalent toilet seats by Beneke or Sperzel are acceptable. Equal drinking fountains by Western are acceptable. c . Install stainless steel Hudee Ring as required for all flat rim sinks and lavatories installed in countertops . d. Provide abrasive washers under all single drilling deck mounted trim. e. Furnish fixtures : Water Closet - Item 1A: Standard Mfg . Co . "Madera" 2222.016, 15 Tnc.hes-iigh , vitreous china, elongated bowl , 1-1/2 inch top spud, siphon jet floor mounted water closet. Church 5334.024 or Olsonite No. 10 cc open front white seat with check hinge; Sloan "Royal " 110 YO flush valve with vacuum breaker, screwdriver stop and seat bumper. Smith .A9230 or Zurn Z-2084 bronze floor flange . Water Closet - Item 1B : Standard Mfg. Co . "Devoro Baby" 2272.011 , 110 inches'liigh , vitreous china, round bowl , 1 -1 /2 inche top spud, siphon jet floor mounted water closet. Church 5320. 130 open front white seat. Sloan "Royal " 110 YO flush valve with vacuum breaker,. screwdriver stop and seat bumper. Smith P9230 bronze floor flange. Water Closet - Item 1C: Standard Mfg . Co: "Glenco" 2502.011 vitreous cTina ; .elongated bowl top spud, siphon jet wall type water closet. Church 5334 .024 or Olsonite No. 10 cc open front white seat with check .hinge . Slon a "Royal " 110 YO flush valve with vacuum breaker, screwdriver stop and seat bumper. Smith., Wade or Zurn combined . wall closet fitting and chair carrier. Urinal - Item 2A: Standard Mfg. Co. "Washbrook" 6500.011 vitreous cT na washout type wall urinal with . top spud , inte.gral extended shields , flush spreader * and wall hanger. Sloan "Royal " 18.6711 flush valve with vacuum breaker and screwdriver stop. ' Urinal - Item 2B: Standard Mfg . Co . "Stallbrook" 6400.014 vitreous china wasFidown type stall urinal with top spud and integral flush spreader. 3230.018 universal beehive grid strainer. Sloan "Royal " No. 186-11 flush valve with vacuum breaker and screwdriver stop. Lavato - Item 3A: Standard Mfg_ Co. "Lucerne" F0350. 132 vitreous ZFiina wall Flung lavatory ; punched for and furnished with J . R. Smith or equal, concealed carrier arm assemblies , size 20 inch x 18 inch with front overflow . L. A. Pattern cast brass "P" trap, Speedway R 1712 AS supplies with loose key angle stops . 2248.706 combination lavatory supply with "Aquaseal " compression valves and perforated grid strainer with 1-1/4 inch tailpiece. Wash Sink - Ite.m 3B: Custom Metal Products , Inc. Model No. WS-36, or approved equal , 14 gauge type 304 18-8 stainless steel wash sink, BUSHARD COMM. CTR. OAKVIEW DAY CARE -HHUNTINGTON BEACH 15400-14 size 36 inches x, l8 ,inches , with stainless Steel wall brackets . , CM-29 strainer wi..th 1.-1/-2..-inch,_ta.ilpiece„ L . A. Pattern cast brass "P" trap , Speedway .supplies with -loose key angle stops . Install in backsplash two .(2)' Chicago Faucet 'Co . Model No . 12-244 single sink fitting wi-th handle type self-closing features. Sink - Item 4A: Elkay LFR-1917 , Just S1719-A-GR or Ziegler-Harris 09'1'6S40 size 18-7/8" x 15-7/8" , 18 gauge , 18-8 type 304 stainless steel. self-rimmed single compartment sink , ZH-29B, JB-99 strainer with 1 1 /2 inch tailpiece; L. A. Pattern cast brass "P" trap; screwdriver stops below counter; Chicago No. 444 LD wall mounted double faucet with L.7 swung spout and softflo end. Sink - Item 4B: Elkay LR-3319, Just DL-2133-A-GR , or Zeigler- Harris N2719D-ZL7 size 27 inch x 18-1/2 inch , ledge back 3 faucet holes , 18 gauge , 18-8 type 304 stainless steel self.-rimmed double compartment sink ; ZH29B UB-99 strainer with 1-1/2 inch tailpiece, L.A. Pattern cast brass "P" trap; Speedway R 1715 KS supplies with. loose key angle valve; Chicago No. 1100 deck mounted double faucet with swing spout and softflo end . Furnish and install in right hand sink compartment Waste King No. 8000 "Super Hush" garbage disposer. Service Sink - Item 4C: Standard "Lakewell " 7692.023 cast iron i-c i(T resisti_ng enameled inside, painted outside, roll rim service sink with 8379 .018 rim guard size 22 x 18 inches with plain back , wall hanger , 8301 .012 perforated grid strainer. ' 7798.176 cast iron enameled inside adjustable trap standard with cleanout plug . and 3 inch I . P .S., outlet; 8344 . 111 mounted double faucet with integral stops , vacuum breaker, mount faucet. above back splash. Floor Drain Item 6A: Smith Fig . .2010-A , Wade W-1100 , Zurn Fig . 1-h�5-5-[3 or Josam 30000-A, adjustable floor drain with 2 inch cast iron body, clamping collar and 5. inch round polished nickel - bronze strainer with square holes . Floor Sink - Item 6B: Smith #3155, Wade W-2530, Zurn Fig. ZN- ' 1SOi or *Josam 49050 .indirect' waste receptor 8" deep, acid resisting enameled inside , painted outside with integral anchoring lugs and large loose alurninum semi-dome strainer, polished nickel bronze rim and top grate or 1/2 grate as required. Roof Drain Item_ 6C: Smith No. 1310, Wade W-3220, Zurn Z-121 , Josam 21OTO roof drain with cast iron body, removable cast iron mushroom dome strainer, flashing ring, and gravel stop, and underdeck clamp . Sink_ Trim - Item 7A: Sink with strainer and tailpiece furnished and iristalled—under another section of the specifications . L . A. Pattern cast brass "P" trap; Speedway supplies with loose key stops ; Chicago Faucet Co . , Model No . 445-DJ13 back mounted double faucet .with double jointed swing spout with No. G3 "softflo" spout end . Furnish and install in right hand sink compartment Waste King No.--8000 "Super-Hush" garbage disposer. END OF PART 2. BUSHARD COMM. CTR. OAKVI EW DAY CARE ,HUNTINGTON BEACH 15400-15 3. EXECUTION : 3.1 INSTALLATION OF PIPE AND FITTINGS : a.. Construct pipe lines of full length sections of pipe specified. Short sections allowed only when run requires less than one full length of pipe. Fabricate short sections from dimensions taken at site . b . Install pipe straight and true. Do not spring, or force piping into place .. Install piping in such a manner as to prevent any undue strain. on equipment. Install pipe runs and connections to insure unrestricted flow , eliminate air pockets and unusual noise , anti allow For drainage of system. c . Mako up joints. with inside smooth and unobstructed. Thoroughly ream cut pipe ends to remove all burrs . Inspect pipe and fittings and remove obstructions prior to fabrication . " Make screwed joints tight with tongs and wrenches . Re-make leaky connections with new materials . The use of thread cement or caulking to make joints tight is prohibited . d. Conceal piping• in finished portions of building except where other- wise noted , or otherwise directed by Architect or,Engineer. Piping to clear structural members and obstructions even if drawings do not so indicate . Constantly check the work of the other trades to prevent interference. e. Make plated , polished or enameled connections with special care . Allow no tool marks or threads to show. Support" with neat plated-, polished or enameled hangers with round head screws of same material and finish to match item being supported. f. Make pipe size reduction's with reducing .fittings . Bushings will not be allowed unless specifically authorized by the Engineer. Close nipples are not allowed : g . Rough-in as rapidly as the general construction will permit, and test before lathing, plastering or other finish work is started . Accurately rough-in and fit work to available space . Cap or plug the ends and openings in pipe and fittings immediately after instal- lation and until fixtures are installed and/or final connections are made. h . Dielectric Isolators : Where dissimilar materials come in contact, isoTate with Central Plastics Distributing 'Co. , 150 lb . Cadmium Plated Insulating Unions for connecting non-compatible pipe and,/or valves to pipe, other than brass valves connected to steel pipe. i . Flexible connections in water lines - Flexible connections at pumps installed with axis parallel to pump shaft . Where bellows type are used , install additional supports to compensate for axial thrust. j . Prov_ide an air chamber at each valved water outlet or. fixture supply for fixtures with manual valves . Air chamber shall be 18 inches long and one pipe size larger than supply to outlet. For a battery of fixtures , one air chamber 30 inches long and the full size of the header, but not less than l inch may be installed in lieu of individual air chambers . Precision Plumbing Products , JMJ "System Rated" , airestors are acceptable in lieu of air chambers . DUSHARD COMM. CTR. OAKVIEW DAY CARE HUNTINGTON BEACH 15400-16 i k . Install water hammer arrestors on supply line to fixtures with self-closing , automat.ic.:or fIushome.ter `v:aIves . 'Arrestors shall be as close as possible to individual fixtures and on the end of the header for a battery of fixtures . Arrestors shall be instal - led in the wall or furring, whenever possible , behind an access plate large enough to permit removal of the arrestor. Sizes as shown on the drawings or as specified hereinafter. Sizes and Model numbers are J . R.. Smith ; equivalent arrestors by Josam, Wade or Zurn are acceptable. 1 . Cover underground metal piping. 24 inches unless otherwise indicated . Cover underground transite or plastic piping 36" unless otherwise noted . Where this coverage cannot be obtained, encase in concrete as directed by the engineer. m. All piping shall be identified with pipe markers or tags as specified under "Pipe Identification" Part II of this Section . n. Install horizontal sanitary and drainage piping to a uniform grade of 1/4 inch per foot unless otherwise indicated or directed by the Engineer . Where inverts are indicated on drawings, lay pipe accurately to that grade. Grade. vent piping for proper ventilation and drainage . in accordance with code requirements . Gang vents where possible in order to maintain minimum penetration of roof. o . Grade gas piping to meter where possible. Where piping is trapped by a change : of grade, provide drip pipes at points where moisture will tend to collect . Fake drip pipe line size and at least six inches long with capped .end accessible for draining. Run gas piping installed underground , under buildings and/or structures in suitable air tight, 'vented sleeves . Use only rigid pipe connections to gas using equipment. p . Thoroughly flush all water piping at least twice before sterilization as specified herein. q . Provide scarfed outlet on exposed terminations of downspouts , lengths as required to direct water into basin o.f splash block . r. Do all ncessary trenching, excavation , shoring , and backfilling re- quired for the proper laying of the pipe lines . Bottoms of trenches to be cut .to grade. Make trenches 12 inches wider than the greatest diameter of the pipe. All piping under building slab shall be set on a 6 . inch bed of damp sand and backfilled to .bottom of slab with damp sand . All underground piping , outside the building , shall be set on a 6 inch bed of damp sand and, backfilled to within 12 inches of finish grade with damp sand. Remainder of backfill to be native soil . Remove excess earth from the premises . Do not backfill until installation has been approved and as-built drawings are up to date. Promptly install all piping after excavation or cutting for same has been done , so as to keep the excavation open a -short a time as possible. s . Provide and install 14 gauge copper "tracer" wire , continuous for entire length, for all underground non-metallic piping. Secure to pipe' at alternate. joints , at each fitting and at each . valve. Locate "traces" wire along lower half of pipe, but not under pipe . t. Install thrust blocks at all thrust points in asbestos cement or . PVC pressure water lines . Install thrust blocks in accordance BUSHARD COMM CTR: OAKVIEW DAY CARE HUNTINGTON BEACH 15400-17 with pipe manufacturers recommendations , or as shown in Johns- Manville. Instllat.ion Guide`s "Transite Ring-Tite Pressure Pipe" and "Ring-Tite. PVC Pipe" 3.2 INSTALL.ATION . OF UNIONS GASKETS AND STRAINERS : a Install a union on one side of shut-off valves , including on building side of underground house valves , at both sides of automatic- valve; , at equipment connection and elsewhere as indicated or required . Install unions in accessible locations. b . Install strainers in accessible locations to allow for easy removal of strainer el.ement, and so that they may be flushed without spilling liquid over equipment. 3. 3 INSTALLATION OF PIPE JOINTS : a . Make up screwed joints with a minimum amount of. compound applied to the male thread only . Apply "Teflon" thread tape tightly, starting with entry thread and covering all threads . Overlap each wrap. b . Weld joints on pipe with continuous welds and with pipe ends beveled before fabrication . Weld fittings in accordance with manufacturer 's directions . c . .Make up flanged joints with ring gaskets . d. Tightly caulk cast iron pipe joints with .jute until hub is app.rox- imat.ely 1/3 filled, and run remaining depth. full of pure soft lead at one pouring and properly caulk. e. Make hot poured joints for vitrified clay pipe with jute and bitumastic compound in strict accordance with manufacturer's directions . f. Mechanical joints shall be made in accordance with the manufact- urer ' s recommendations . g . Clean pipe and fittings , apply flux and solder joints in accor- dance with manufacturer 's directions. h. Electric welding .by experienced welder whose. qualifications shall be subject to the welding code of the Heating , Piping and Air- Conditioning Contractor's National Association . 3.4 INSTALLATIDN OF EQUIPMENT : a . Responsibility for the proper size and location of equipment pads furnished under another section remains the work .of this section. Provide necessary coordination . b . Install equipment on floor or ground on concrete pads , 4 minimum indoors and 6" minimum outdoors . These may be omitted .only where alternative supports of rails , sleepers , runners , piers , etc . are specifically detailed or noted on drawings as desired or acceptable. c . Bolts and nuts for equipment anchorage shall be galvanized . 3.5 ROUGHING-IN FOR FIXTURES: a. Rough-in for all fixtures and/or equipment shown on any drawings , BUSHARD COMM. CTR. OAKVIEW DAY CARE HUNTINGTON BEACH 15400-18 including the architectural drawings , which forms a part of the contract documents . This shall include all -fixtures and. equipment shown and/or noted as N. I .C.• (not. n contract) or as U .O .S . (Fur nished under another section of th`e s-peci`fications . ) Stub out all piping to the exact . location of the fixtures and. set symmetrical with the fixture. Stub out for fixture supply pipes with drop ear fittings secured to stud or backing plate . . Stub out two pipe diameters and terminate with pipe cap. When lines are indicated as capped or plugged at floor level , plug flush with the finished floor. b . On copper systems connecting nipples for fixture rough-in , red , brass or bronze . Steel nipples are not acceptable. c . Individual branches to fixtures : FIXTURE WATER TRAP AND SOIL OR COLD HOT CONNECTIONS WASTE VENT Water Closets : Flush Valve 1 " 4" 4" 2" Urinal , Stall Flush Valve 3/4" - 2" 3" 2" Urinal., Wall Hung Flush Valve 3/4" - 2" 2" 1 -1/2" Lavatories 1 /2" 1/2" 1 -1/4" x 1-1/2" 2" 1 -1 /2" Sinks , Kitchen 1/2 1/2" 1-1/2" x 1-1/2" 2" Sinks , Wash 3/4" 1-1/2" x 1-1/2 2" Laundry. Tray 1/2" 1/2" 1-1/2" x 1 -1/2" 2" Floor Drains - - 211/3" 211/3" 2" Floor Sinks - - 2"/3" 2"/3" 2" d. Water headers serving water closets shall be the following sizes and be the same size throughout their length :. 1 -1 /4" pipe for 1 flush valve 1-1 /2" pipe for 3 flush valves. 2" pipe for 9 flush valves e. Water headers serving urinals shall he the following sizes and be the same size throughout their length : • 1 " pipe for 1 flush valve 1 -1 /4" pipe. for 2 flush valves 1 -1/2" pipe for 6 flush valves f. Water headers serving lavatories shall be the following sizes and shall be the same size throughout their length : BUSHARD COMM. CTR. OAKVIEW DAY CARE HUNTINGTON BEACH 15400-19 i /2" pipe for 1 lavatory 3/4" pipe for 3 lavatories 1 " pipe for 5 1ay.atori-es g . Water hammer arrestors shall be PDI rated and shall he of the following sizes unless otherwise indicated on the drawings : 1 . Self-closing valves , lavatories , sinks , etc . : Supply or header pipe size W.H .A. No . 1/2" 5005 3/4" 5010 1 " 5020 2 . Flushometer, automatic and solenoid valves : Supply or header .pipe size W.H.A. No . . 3/4" 5010 1 " 5020 5030. 1 -1 /2" 5030 2" 50.40 3.6 INSTALLATION . 01- CLEANOUTS : Install cleanouts where' indicated on the drawings and as required by code regulations . Install in accessible locations with extensions to grade or to outside of .b.ui.ldings as indicated or required . Set cleanout covers flush with finished wall , floor or grade . Securely anchor by means of integral. lugs and bolts . When surfacing materials .such as . asphalt ti.le is used , _ascertain the thickness.. being used , and set. cleanout top so that finished floor will be smooth. - .3. 7 INSTALLATION OF VALVES: a . . Provide shut-off valves where indicated on the drawings , and where required for adequate control of the 'system. b . Install an external gas valve .immedi.ately adjacent. to each piece of gas burning equipment. c. Label all valves , inside and outside of building , designating service with brass or plastic tags chained to valves with brass chains , and with etched or stamped letters filled with white paint. d. Provide a neat ch-art showing the locations and uses of all valves as mentioned above . When the installation consists of more than one building, prepare a chart for the site and a chart for each building . Install charts behind clear glass or plastic on wall at locations as directed . 3'.8 INSTALLATION OF PIPE HANGERS AND SUPPORTS : a . It shall be the responsibility of the Contractor to provide an adequate pipe suspension system in accordance with recognized engine- ering practices , using , where possible, standard, commercially accepted pipe hangers and accessories . All pipe hangers and supports shall conform to the latest requirements of the ANSI code for Pressure Piping ,. B 31..1 . Where thermal movement in the pipe line will BUSHARD COMM. CTR. OAKVIEW DAY CARE HUNTINGTON BEACH 15400-20 occur, the pipe hanger assembly must be capable of .supporting the line in all operating conditions . b . Isolate. all water lines^ from hangers and supports by means of Semco " frisolators " or Potter-Roemer Co. "Pr-Isolators " of size required . Brancli 'lines located in furred spaces serving plumbing may be isolated with hair felt if specifically approved in writing by the Engineer. c. The manner in which pipe is to be supported: 1 . Unless otherwise indicated, hold horizontal pipe runs firmly in place by specified han9ers . Install and support piping , except buried piping , so that they may expand or contract freely without strain to pipe or equipment. 2 . Install horizontal steel piping with beam clamps , concrete inserts , or 2-1/2" x 2-1/4" x 1/4" angles from structural roof members , hangers or supports every 10 .feet, . except piping under l inch in diameter, support every 8 feet, and gas piping every 6 feet. 3. Install Horizontal cast iron hub and spigot piping with hangers or supports for each length. of pipe . 4. Support 4ert:ical piping at floor and at ceiling with steel pipe clamps . Provide supports for all branch 'lines , and support branches 6 feet in length or longer with a hanger. 5 . Support chromium plated pipe by means of neat chromium plated hangers or clamps using round head screws of same material and finish.. d . Where the attachment of the support system to structural concrete is required the following will apply : 1 . Power driven anchors may be used in structural concrete except , at the following locations: (a) Within 4" of any concrete edge. (b) Bottoms of joists or beams . (c) Where there may be Rebar. #6 or larger. 3.9 INSTALLATION OF FLOOR , WALL AND CEILING PLATES : Install floor, wall and ceiling plates at all points where pipes pierce finished surfaces . 3. 10 INSTALLATION OF PIPE SLEEVES : a . Provide 20 gauge steel pipe sleeves for .concrete walls and floors of sufficient size to permit .the covering of insulated pipes to pass through , and in no case having an inside diameter less than 1 inch larger than outside. diameter of passing pipe, .plus insulation. Make insulation , including. any vapor barrier, continuous . Except as otherwise noted, cut sleeve ends flush with both surfaces , and caulk water tight. Galvanized steel telescoping type sleeves may , be .used . Pipe sleeves installed under structures or where indicated on the drawings are to be terra cotta or fiber. Where caulking is required to prevent seepage, use steel pipe. QUSHARD COMM. CTR. OAKVIEW DAY CARE HUNTINGTON BEACH 15400-21 b. Sleeve all underground gas piping under buildings and/or other structures where gas may be trapped in case of leaks . 3. 11 INSTALLATION' OF I'IPF 'FlASF11NG: -- Seal "the joint between flashing and pipe with waterproofing compound. Install counter-flashing sleeve to cover a minimum of 3/4 inch of top of lead flashing , making the top joint permanently water tight, 3. 12 INSULATING: a . Insulate hot water supply and return piping and tempered water piping , except brass chrome plated piping , unless otherwise noted on the drawings . Apply insulation after piping has been installed , tested and approved , and after pipes are in d . dry, clean condition. b . Insulate fittings and valve bodies with molded or fabricated. fitting insulation of same material as pipe covering , or cover with plastic asbestos material worked on in two applications and finished ,to a hard , smooth surface , flush with pipe covering . Do not cover unions . Neatly terminate pipe covering on each end of unions with plastic asbestos cement or other material as outlined above . Maintain integrity of vapor barrier with layer of Glassfab embedded in coat of vapor barrier mastic. 3. 13 INSTALLATION. OF ACCESS BOXES AND PANELS : a. Provide access boxes for valves located below finished grade . Top of operating handle of. valve to be a maximum of 12 inches below grade . b . Provide access panels for valves located on concealed pipe run,s . . Provide access panels for concealed traps , air -gaps or fittings requiring access . c . Set all access boxes and panels flush with finished surfaces in which installed. Remove door of panels during construction , or suitably protect otherwise . . d. Provide access boxes with metal , concrete or clay pipe sleeve extension where added depth is required. 3. 14 STERILIZATION : a . Sterilize each unit of water supply and distribution system with chlorine before acceptance for operation . Contractor shall furnish shut-off valve and corporation stop or. other means of injecting chlorine .` b. The minimum dosage of chlorine to be 50 parts per million. C . The procedure to be followed : 1 . Allow a contact period of not less than B hours , and then flush system with clean water until the residual content is not greater than 0 .5 pasts per million. Flush entire system including all hose bibbs , fixture outlets , dead ends , and other points where dead water tends to collect. Open and close all valves several times during contact period . BUSHARD COMM. CTR. OAKVIEW DAY CARE HUNT HUNTINGNGTON BEACH .. 15400-22 d. Furnish two (2) copies of'a certificate of performance of. complete sterilization to. the Architect before final inspection of the work. This shall be performed .under the supervision of and certified by a Chemical Engineer registered in the State of. California . 3. 15 KITCHEN AND/OR MISCELLANEOUS EQUIPMENT: a . Rough-in and connect all miscellaneous equipment. 1 . Install loose key straight or angle stops on all domestic hot water and cold water lines . Install stops below equipment and accessible for control and/or repair. 2 . Install traps and vents on all .waste lines as required . 3. Install gas shut-off cocks and gas manifolds as indicated or required. 3. 16 INSTALLATION OF PLUMBING FIXTURES AND ACCESSORIES: a. Set floor mounted, water closets on slotted cast brass floor flanges . Make joint permanently gas and watertight by means of an impreg- nated felt setting gasket held in place with 5/16 inch solid brass bolts . Putty will not. be permitted for .this joint,. b. Securely attach wall hung fixtures to a 3/8 inch x- 6 inch wide steel plate . Steel plate to. .extend at least one stud beyond first and last mounting point. Drill and tap plate at time of instal - . lation of fixture or fixture hanger. Support fixture hanger with 1/2" p threaded studs , jamb nuts , .C . P . Acorn nuts and completely free of .wall by means of a second set of jam nuts . Weld plate to each metal stud crossed by means of a continuous vertical fillet weld and same size as stud thickness . Secure plate to .each wood stud crossed by securely bolting to each stud crossed with two 1/2 inch steel bolts , 4 inch center with 1/8 inch minimum x 1 - 1/2 inch steel back up plates . Notch studs to set plate flush with surface. ' c. Install stainless steel Hudee Rings as required for all flat rim sinks and lavatories installed in counter top. Provide abrasive washers under all single drilling - deck maunted trim. 3.17 TESTS : a. Piping of the .plumbing systems shall be tested as. follows : 1 . Sewer .System: Perform a hydrostatic test on system equal to not less than a ten .foothead of water for a period of not less than 15 minutes . 2. Water Piping: Test piping hydrostatically and, make tight under 125 pounds per square, inch pressure. 3. Gas Piping : Test piping .with compressed air, Subject each joint to an application of .soap suds and inspect for leaks . Test pressure' shall be not less than 10 p .s . i . for screwed pipe on low pressure gas lines and not less than 60 p.s . i . for welded or medium pressure gas lines . Test period .shall be not less than 30 minutes for 60 p.s . i . tests . BUSHARD COMM. CTR. OAKVIEW DAYCARE HUNTINGTON BEACH 15400-23 b . Instruments and labor..for tests furnished by Contractor. 3...18 ADJUSTING: Adjusting: Circulating hot "water system. Free and equal . circulation through each part of the piping system, as well as satisfactory operation of all val.vices ; pumps, and hot water heaters . 3. 19 SYSTEMS : Use general materials and methods of installation as herein- Fefore specified' insofar as same ar.e applicable to the work ,of the following . systems . 3.20 .SEWER SYSTEM: Consists of soil , waste and vent piping , and connect- ions to plumbing fixtures throughout the buildings , and underground . sewer piping outside of buildings to point of connection indicated . System .includes waste piping connections to. miscellaneous equipment, and to equipment installed under other sections of this specification . 3.21 ROOF DRAINAGE AND DOWNSPOUT SYSTEM: Consists of roof drains , down- spout and overflow piping as indicated and underground piping to points 5 ' -0" outside. the building as indicated. Test hydrostatically and make tight under pressure" equal to ten feet of water for a period of not less than 15 minutes . 3.22 COLD WATER SYSTEM: a. Consists of "cold water piping, and connections to plumbing fixtures, hose bibbs , water heaters , 'kitchen equipment, and to other- miscel - laneous items" and N. I .C. equipment throughout the buildings , and piping. underground to point of connection as indicated. Cover underground piping a minimum of 24 and 36 inches as hereinbefore specified . b. The cold water system includes making arrangements for the installation of a water meter of approved capacity and type . �-r 3. 23 DOMESTIC HOT WATER SYSTEM a . Consists of water heaters, piping , and connections to plumbing fixtures , and to. other miscellaneous items and N . I .C . equipment throughout the buildings . Where shown on the drawings , the system is to be recirculated . b Hot water temperatures as follows: 1 . To plumbing fixtures 140 deg . F. 2 . To kitchen sinks - 140 deg . F. 3.24 GAS SYSTEM: a Consists of piping, valves and connections to all gas using equipment, and underground piping outside of buildings to point of connection. as indicated. b . The gas system includes making arrangements for installation of a gas meter of approved capacity and type.. 3.25 ELECTRICAL SYSTEM: a . All motors and power driven equipment required and connected with the work of this section of the Specifications are to be furnished. BUSHARD COMM. CTR. OAKVIEW DAY CARE HUNTINGTON BEACH 15400-24 and installed under this section. The Electrical Section of the specificatiops indi;cate._a,nd spec:i:fy conduit, conductors , outlets , disconnect switches , starters` excepta,s 'hereinafter specificd , and the making of final connections . vO� b .. All motor starters are furnished and installed under the Electrical Section of the specifications except motor starters which are furrished by the manufacturer a.s an integral piece of the manufacturer ' s packaged mechanical. equipme.nt. 3.26 ADJUSTMENT AND OPERATION : Prior to the acceptance of this work , adjust and operate all plumbing systems to the satisfaction of the Architect. 3.27 OPERATING INSTRUCTIONS: a. The Contractor shall instruct the authorized Owner 's representative in the complete operation of all items of equipent that are , or have components that are , motor driven, electric resistance heated , or gas fired . These instructions are to be given at the Owner 's convenience. b. Printed operating instructions and a copy of wiring diagram are to be mounted in all equipment rooms , framed and behind glass or encased in plastic . Printed operating .instructions shall include steps for starting up and securing equipment. Contractor shall turn over to Owner in a neat brochure form, equipment guarantees and maintenance instructions . 3.28 CLEAN-UP: Thoroughly clean all materials , equipment, fixtures and appliances . Clean and prepare all surfaces to be painted. Clean the entire premises of unused material , debris , spots , and marks to the satisfaction of the Architect. Remove , thoroughly clean and replace all fluid strainers after the system has been in operation thirty (30). days. END OF PART 3. BUSHARD COMM. CTR . OAKVIE14 DAY CARE HUNTINGTON BEACH 15400-25 TABLE OF CONTENTS_.,.. as SECTION 16100 - ELECTRICAL PART 1 : GENERAL 1 .1 General 16100-1 1 .2 Scope 16100-1 1 . 3 S.pecial Requirements 16100-1 thru 16100-6 PART 2 : MATERIALS AND INSTALLATION 2. 1 General 16100-7 2.2 Conduit 16100-7 , 2 .3 Conduit Installation 16100-8 thru 16100-10 2.4 Outle.t Boxes 16100-10 thru 16100-11 2. 5 Pullboxes. 16100-11 thru 16100-12 2.6 Condu.ctors 16100-12 2.7 Aluminum Conductors (600 Volt or Less Only) 16100-13 thru 16100-14 2.8 Installation of Conductors 16100-14 2.9 Panelboards 16100-14 thru 16100-16 2. 10 Terminal Cabinets 16100-16 2. 11 Disconnect Switches. 16100-17 2. 12 Individual Control Relays (Mechanical and Plumbing) 16100-17 2. 13 Contactors and/or Relays 16100-17 2.14 . Contactor and/or Relay - Time Switch Cabinet 16100-18 2. 15 Time Switches 16100-18 . 2. 16 Flush Mounted Start-Stop Pushbutton Station with Pilot Light 16100-18 2.17 Circuit Switches 16100-1`8 thru 16100-20 2. 18 Receptacles 16100-20 thru 16100-22 2. 19 Plates 16100-2,2 2.20 Stainless Steel 16100-22 2.21 Identification of Circuits and Equipment 16100-22 thru 16100-23 2.22 Vandalproof Fastenings 16100-23 2.23 Quietness of Operation 16100-23 PART 3: LAMPS AND LIGHTING FIXTURES 3. 1 General 16100-24 3.2. Lamps 16100-24 3.3 Lighting Fixtures 161.00-24 thru 16100-27 BUSHARO COMM. CTR. 16100-i OAKV.I EW DAY CART HUNTINGTON BEACH , SECTION 16100 _ELECTRICAL PART 1 : GENERAL 1 .1 The "General Conditions" , . "Special Conditions" , and "Supplementary General Conditions" are hereby made a part of this Section. The: words "shall be" are assumed into each paragraph. The work "provide" as noted herein and on the drawings shall mean "furnish , install and connect" . 1 .2 SCOPE: Under this heading is included labor, materials , equipment and appliances required to complete the electrical work. 1 . 3 SPECIAL REQUIREMENTS a. . .Work and materials in full accordance with the latest rules and regulations of .the California Administrative Code Title 24 , Part 3 "Basic Electrical Regulations" , Title 8 "Division of Industrial Safety"_ , the National .Electrical Code , the National Life Safety Code , and other applicable state laws and regulations Keep a copy of all applicable codes available at. the- job site at all times while performing work , under this Section . Nothing in plans or specifica- tions shall be construed to permit work not conforming to the most. stringent of codes . , Should any changes be necessary in. the drawings or specifications to make the work comply with these requirements., the Contractor shall notify the Engineer at once in writing and cease work on parts of the contract .which are affected. b. INTENT .OF PLANS AND SPECIFICATIONS 1 . This specification and attendant drawings are intended to cover a complete installation of systems . The omission of expressed reference to any item of labor or material for the proper exe- cution of the work in accordance with present practice of the trade shall not relieve the Contractor from providing such additional labor and materials . 2. Refer to the drawings and shop drawings of other trades for additional de.tails which affect the proper installation of this work. Diagrams and symbols showing electrical connections are diagrammatic only, . Wiring diagrams do not necessarily show the exact physical arrangement of the equipment. 3.. Before submitting a bid, the Contractor shall familiarize him- self with all features of the building drawings and site drawings which may affect the execution of the work. No extra payment will be allowed for failure to obtain this information . 4. If there are omissions or conflicts between the ,drarrings and specifications., clarify these points with the Architect before submitting bid. c. LOCATIONS OF EQUIPMENT 1 . The drawings indicate diagrammatically the desired locations or arrangements of conduit runs , outlets , equipment, etc. , and are to he followed as closely as po-ssible . Proper judgment must be exercised in executing the work so as to secure the best possible installation in the available space and to overcome local difficulties due to space limitations or interference of structural conditions encountered, BUSHARD COMM. CTR. 16100-1 OAkVIEW DAY CARF HUNTINGiON BEACH i i 2. Where outlets are placed on;; a wall , locate symmetrically with respect to each other and other features or finishes on the r `••� wall . i 3. In the event changes in the indicated locations or arrangements are necessary , due to developed conditions in the building construction or rearrangement or furnishings or equipment, such changes made without extra cost , providing the change is ordered before the conduit runs , et.c. , .and work directly connected to same is inst.alle.d and no extra materials are required. 4. Lighting fixtures in mechanical spaces are shown in their approximate location only. Do not install light outlets or fixtures until mechanical piping and . duct work is installed; then install lights in a location to provide best .lighting. 5. Coordinate and.cooporate in every way with other trades in order to avoid interference and assure a satisfactory job. 6. The drawings indicate approximate locations of existing conduits and the exact routin.g shall be verified in field and length of conductors shall be adjusted to the length required. d. MAT.ERIAL LISTS AND SHOP DRAWINGS 1 . Submit 6 copies of material list and equipment manufacturers for approval within 35 d,ays of award of contract. Shop drawings shall not be submitted before approval of manufacturers list. The right is reserved to require submission of samples of any material whether or no.t particularly mentioned herein. 2. After approval of the material and equipment•� P manufacturer list P submit 8 copies of shop drawings for approval . Shop d-awinas shall be submitted in complete hound groups of materials i . c_, all li }giting_fi_xtures or all switch ear, etc.). Departure from the above procedure wii11 result in resubm.ittals and dela ✓s_ • The Contractor shall verify dimensions of e ui nient and be satis- fied as to fit and that ' he comply ,_rite all code requirements relating to clear working space. abou.t electrical equipment prior to submittinu_ shoo drawings for approval , Submittals which are intended to be reviewed as substitution or departure from the contract documents must be. specifically noted as such or the requi renients of the contract documents will prevail regardless of the acceptance of the submittal .' Where current limiting fuse devices are specified , submit technical data to indicate fuses adequately, protect equipment and that the fuses are selec- tive to the. circuit breakers that it protects . Submit shop drawings for electrical items except installation materials such as conduit fittings , outlet boxes, 600-volt conductors , wiring devices., etc. e. SU[3STITUTIONS : Refer to the General Conditions of the Specifications .. Verbal requests for substitutions or inquiries during the bid period will not be considered, f. GUARANTEE :. Refer to the General Conditions of the Specifications, g. TESTS : 1 . The Contractor shall obtain an independent testing laboratory that wi11 provide al.l instrumentation and tests on the elec- trical system and equipment as hereinafter described and further directed by the Architect-Engineer: All tests shall be recorded and documented and submitted to the Architect-Engineer for re.view'.. QUSHARD COMM. CTR. 16100-2 OAKVIEW DAY CARE ►iUNTINGTON 13FACH (a) TEST FOR PHASE TO GROUND CONDITION. Criteria : - ( 1 ) Open niafil service disconnect.'. (2) Isolate the system neutral from ground by' removing the neutral disconnect link located in. the service switchboard. ( 3). Close all sub-main disconnects , (4) Close all branch feeder circuit breakers. (5) Measure the resistance of each phase to ground. A properly calibrated ' megger' type test instrument to be used. The- test voltage shall be 500 volts , (6) Record all readings after one minute duration and docu- ment into a complete report. (b) ISOLATING GROUNDS : In the event that low resistance grounds arefound in the system, they shall be isolated and located by testing each circuit individually as outlined in No. - 1 above , Proper corrections shall be made to restore the resistance values to an acceptable value. 2 . Method of obtaining. ground resistance shall be in accordance with the latest edition of the James G. Biddle (Plymouth Meeting , Pennsylvania) manual published on this subject. 3. All instrumentation and personnel required for testing shall be furnished by the Contractor. 4. Exterior adjustable lighting fixtures aimed after dark in the presence of and at a time convenient to the Architect.. .. - 5. All ground fault equipment shall be tested by an independent 4..@, testing laboratory and shall be set as recommended by the _switch gear manufacturer so as to be coordinated aith other protective devices within the electrical design. Copies of the test and settings shall be sent to the, electrical eng veer and Principal Safety Engineer, Division of Industrial Safety, P.O . Box 603 , San Francisco , California 94101 . 6. Ampere and line voltage measurements shall be taken and re- corded under full load on all panels and switchboard feeders and motor circuits over 10 horsepower. Measurements shall be recorded at the equipment served and shall be submitted to the Architect-Engineer for review. 7. If, in the opinion of the Engineer, the voltages and regulations are not met within acceptable limits , make arrangements with the serving utility for proper electrical service and then verify that such has been provided, • h. PORTABLE- OR DETACHABLE PARTS: . The Contractor shall retain in his possession and shall be responsible for all portable and detachable parts or portions. of the installation such as fuses , keys , locks , adapters , locking clips , and inserts until final completion of his work. These parts shall then be delivered to the Owner or his authorized representative and an itemized receipt obtained, with copies of receipt sent to the Architect and Engineer. i . RECORD DRAW114GS AND INSTRUCTION MANUALS 1 . Refer to Supplementary General Conditions for Record Drawings , Provide and maintain in good order in the field office of the BUSHARD COMM. CTR. 161Q0-3 OAKUIEW DAY CARE HUNTINGTON BEACH Architect a complete set of electrical contract prints. Changes to the contract to be clearly recorded on this set of prints . At the end of the project , the Contractor shall transfer all changes to one set of transparencies . to be delivered unfolded to the Architect. 2. The actual l.ocation .and elevation of all buried lines , boxes Monuments , vaults , stub-outs and other provisions for future connections shall be referenced to the building lines or other clearly established base lines and to approved bench marks . All measurements shall be witnessed by .the job inspector who shall make his own record of the dimensions . Before the inspec- tor signs the record drawings , he shall check his own dimensions against those on the drawings . If any dimensions are omitted from the record dra%,rings or are at variance with the inspector ' s dimensions., the Contractor shall , at his own expense , do al.l excavation necessary to expose the buried work and to establish the correct locations . 3. The Contractor shall keep the "as-built" prints up-to-date current with all work performed. The Contractor shall review the "as-built" prints with the job inspector for approval prior to each monthly, p.ay request. 4. Contractor shall furnish three copies of typewritten maintenance and operating manuals for all electrical equipment,. clock-fire alarm equipment , sound system equipment, etc. , to the Owner and instruct Owner ' s personnel in correct operation of all equipment at completion of the project. - 5. Maintenence and operating manuals shall be bound in. three-ring , hard-cover , plastic binders and shall be delivered to the Owner with letter of transmittal , carbon copy to the Architects . j . CUTTING AND PATCHING: Perform cutting and patching of the construc- tion work which may be required for the proper installation of the electrical .work. Patching shall be of the same material , workmanship and finish as and accurately match sUrroundi.ng work to the satisfac- tion of the Architect. k. GROUNDING 1 . Grounding shall be executed in accordance with all applicable codes and regui.ations both of the State of California and local authorities having jurisdiction. 2. Where nonmetallic conduit is used in the underground distribu- t.ion system, the Contractor shall ; install the proper sized copper ground wire in the conduit with the feeder for use as ,an equipment ground. The electrical metallic raceway system shall be grounded to this ground wire. 3. Each transformer station shall have a separate ground conductor. The ground conductor shall be extended .back to the main ground bus at the main electrical room. The neutral of the secondary system and the equipment shall be grounded to this ground con- ductor with approved grounding clamps or bonded. The conductor shall comprise the neutral ground and the conduit the equipment ground. 4. The maximum resistance to ground shall not exceed 5 ohms , as required by all applicable codes aid regulations . ' Refer to Section 1 .3. g for method -of test. 5. Ground conductors , if used , sh1.31,1 be' bare copper and shall be sized according to the. following table`: Feeder Neutral Size . Ground' Wire Size copper #2 or smaller #8 1 or 1/0 06 2/0- or 3/0, # 4 4/0 thru 350 MCM #2 500 MC14 1/0 6. I.f nonmetallic conduit is used for branch circuit. wiring , a green insulated , copper ground wire, sized in accordance with the following table , shall be installed. !dhere a ground- con- ductor is installed , the conduit size shall be increased to conform to Table #1 or Title 24, Basic Electrical Regulations of the National Electrical Code. Branch Circuit Protection Ground Wire Size 15 Amp #14 20 Amp. #12 30. to 60 Amp .##10 70 'to 100 Amp #8 125 to 200 Amp #6 7. Ground conductors for branch circuit wiring shall be attached at each outlet to the back of the box using 'dril.led and tapped holes and washer head screws , 6-32 or larger. 8. , Each panelboard , switchboard , pull box or any other- enclosure in which several ground wires are terminated shall be equipped with a ground bus secured to the interior of the enclosure . The bus shall be equal .to panelboard neutral bus and shall have a separate lug for each ground conductor. No more than one conductor shall be installed per lug. 9. In addition to all cold water and structural steel grounds . pro- vided to.. meet this specification , there shall be a main ground system consisting of a Ufer ground which shall be a minimum of 30 ft. of #4/0 AWG bare copper cable embedded horizontally in concrete footing , so that all portions of the cable are between 2" and 4" from the earth and with the center of the cable ter- roinated at the main ground bus in main electrical room, 1 . AIR CONDITIONING,,HEATING , PLUMBING EQUIPMENT WIRING: Provide electrical work , both line and lo�� voltage ,_ nraterials and control components required for proper operation of the air conditioning , heater and plumbing systems as indicated on the electrical , mechan- ical , . and plumbing drawings and specified herein. If respective electrical devices and related conduit and connections are not shown on the drawing they shall be provided , so that there will be a com plete and operable electrical , mechanical and plumbing system. M. TELEPHONE DISTRIBUTION Conform to the requirements of the telephone company. n. PROTECTION : Protect all work, materials and equipment from damage from any cause whatever and provide adequate and proper storage BUSHARD COMM. CNTR. 16100-5 OAKVIEIJ DAY CART: HUNTINGION BEACH facilities during the progress of the work . Provide for the safety and good condition of. all .woIrk :,until final acceptance of the work by the Owner and replace :all damaged or defective work , materials and equipi,rent before requesting final acceptance . w o. CLEANING�UI_PMENT MATERIALS , PREMISES : All parts of the equipment _ MAT: shall be thoroughly cleaned of dirt, rust, cement, plaster, etc. , and all .cracks and corners scraped out clean . Surfaces to be painted shall be carefully cleaned of grease and oil spots and left smooth , clean and -in proper condition to receive paint finish. p. PERMITS : Take .out and pay for all required permits , inspections an examinations without additional cost to. the Owner. q. EXISTIJIG CONyDITION'S : Contractor' s attention is called to the. pre., sence of existing buildings , conduit , installation , etc . The Contractor will be responsible for the proper and approved repairs of any and all damage caused by him or his work. New work and in- stallations to be made without interruption to services to existing occupied . facilities . Any interruptions required to be made to minimize inconvenience to the Owner and at times as approved in advance by the Architect. New work and installations shall not impair the proper functioning of the existing facilities and the materials required to relocate', remove , reinstall , replace and reconnect any existing wiring ..and conduit as required to accomodate . the work of all trades ; all as approved. by the Architect. r. INSTALLATION! OF QUIPMENT FURNISHED BY O,JNER: The Contractor. is hereby advised that the Owner will purchase certain equipment, as covered by these specifications and shown on the drawings . The Contractor shall familiarize himself with all features of Owner- furnished equipment and shall make all final electrical connections for a complete .and operable electrical system or systems . The Con- tractor shall secure from Owner' s suppliers all required shop �.,. ' drawings and shall• coordinate all electrical requirements. s. CONDITIONS PRECEDENT TO FINAL ACCEPTANCE OF WORK: The following items shall he prepared and submitted to the Architect before final acceptance . .1 . Two copies of all test results as required under this Section. 2 . Two copies of local and/or state code enforcing authorities final inspection certificates. 3. Copies of as-built record drawings as required under the General Conditions , Special Conditions , and Su ppleme.ntary General Con- ditions. 4. Two copies of all receipts transferring portable or detachable parts to tyre Owner when requested. 5. The distribution system One-Line Diagram and Riser Diagrams shall be mounted under glass or clear acrylic plastic adjacent to main switchboard. 6. Contractor shall notify the Architect in writing when his in- stallation is complete and that a final inspection of this work can be performed. In the event defects or deficiencies are found during this final inspection they shall be corrected to the satisfaction of the Architect before final acceptance can be issued . 7. Three copies of operating and maintenance instruction books covering all electrical equipment and systems . QUSHARD COMM. CTR. 16100-6 OAKVIF.W DAY CARE HUNTINGTON BEACH PART 2 : IIATERIALS AND INSTALLATION` 2. 1 GEHERAL , a. Materials and equipment herein specified new and d,elivered . to job site in unbroken packages of the .same type and manufacturer and furnished in. a.ccordance with specifications of the National Board of Fire Underwriters and the National Electrical Code and' govern- ing bodies having jurisdiction . Electrical materials and equipment to bear the Underwriter' s Label . of Approval and/or City of .Los Angeles Testin `Laboratory Label , where applicable. b. Provide trenching , concrete encasement of conduits , backfilling , and compaction for the underground electrical wor.k ,. in accordance with applicable sections of this specification . c. Provide 2.0 gauge steel pipe sleeves for concrete to permit the conduit to pass through , and having an inside diameter- not less than 1 " larger than outside diameter of passing conduit. Except as otherwise rioted , cut sleeves as manufactured by "Adjus-to-Crete' . or Paramount Mfg, may be used. d. Flashing assemblies , Semco Fig. #1100-4. e. Seal the joint between flashing and pipe with waterproofing compound.. f. Structural and miscellaneous steel used in connection %.,ith elec- trical work and located out-of-doors' or in damp locations , to be hot-dip galvanized unless other•�ise specified. Included are under- ground pullbox covers and similar electrical items. Galvanizing average 2.0 ounce per square foot and conform. to ASTM A123. 2. 2 CONDUIT a. Rigid conduit, unless otherwise noted, to be hot-dip galvanized , sherardized or zinc coated. b. Electrical metallic tubing, galvanized or sherardized. Couplings and connectors , seamless steel construction and of the set scree o.r watertight compression type equal to Thomas & Betts Company #5123 or #5031 series or Steel City TC 715 or TC 721 series , com- plete with insulated throats. C. Flexible conduit, galvanized steel . Connectors shall be equal to Thomas and Betts #{3112 and/or #3132 series complete with insulated throat. d . Liquid-tight flexible conduit to be sealtite type U.A. with Appleton Series "ST". connectors . e. Nonmr,,tal1ic duct . P. V. C. Type ".EB" (2" and larger sizes only , shall be concrete encased) , P.V. C. Type "DB" (2" and larger sizes only) , Type II , Schedule 40, or, Orangeburge heavy wall fiber duct with tapered sleeve joints all with waterproof joints . BUSHARD COMM. CTR. 16100-7 0AKV1ibJ UAl' CARF HUNIING1014 BFA(II 2. 3 CONDUIT INSTALLATION ' a.,. The sizes of the conduits for. the various circuits as indicated on the drawings and as required by code for the size and number of conductors to be pulled therein. Open ends capped with ap- proved manufactured conduit seals as soon as installed and kept capped until ready to pull in conductors . Where running thread connections are necessary , only approved manufactured conduit unions used. No bends or offsets will be permitted unless abso- lutely necessary. Conduits_ to be concealed except as noted other- wise. b. Rigid steel conduit shall be used where placed underground in con- crete , in brick or masonry walls . Rigid conduit shall not be installed in direct contact with the earth. When installed under slabs on grade , the conduit shall .be encased in a minimum of three. .( 3) inches concrete envelope. Conduits installed in a wet, or exposed location in concrete , have threads filled with red lead: For short runs of conduits installed in the ground and with Engi- neer' s approval , conduits may be "half" lapped with polyvinyl chloride tape equal to Scotch !trap. Joints to be "double" wrapped. Tape shall be 10 mil . thick. C. Electrical metallic tubing - up to and including -4 inch may be in- stalled as permitted by codes referenced within specification . d. Flexible conduit may be installed as. permitted by codes referenced . within specification. Sealtite , flexible conduit used for final connections to motors and in wet, damp or outdoor areas where draw- ings indicate the use of flexible conduit. e. Nonmetallic duct may be used for main electrical feeders or terminal cabinet feeders and conduit stubouts. When installed under slabs on grade , the conduits separated by a minim.unr of 3" between identi - cal systems and 12 between power and signals or other system. Rigid steel condLiit shall be used for bends and risers in nonmetal lic .duct runs . An equipment ground , insulated conductor (green) shall be installed in all. nonmetallic conduits .and. where noted on the drawings . Concrete encasements shall conform to the concrete section of the specification and the above-referenced conduits. shall be encased as follows : 1 . Secondary conduits (120/208-volt) completely encased in a 3" red mixed concrete envelope where conduits are extending beyond building floor slab. If P.V. C. Type "EQ" is used it shall be concrete encased full length of conduit installation. 2. Main signal and control conduits completely encased in a 3" red mixed concrete envelope where conduits are extending beyond building floor slab. If P.V. C. TYPE "E6" is used it shall be concrete encased full length of. conduit installation. f. P.V. C. heavy wall , Schedule 40 conduit may be used for branch cir- cuits and signal circuits up to and including 1 -1 /2" (see Sections . 2.3e. 1 & 2 for larger sizes ) where placed underground. When in stalled under slabs on grade , the conduits separated by a minimum of 3" between identical systems and 12" between power and signal or other systems . When installed exterior of building floor slab , conduits shall be separated as specified above and installed 30 inches below finished grade. BUSHARD COMM. CTR.' 16100-8 OAKVIEW DAY CARE !!!I^; f r N(;TnN rr !1 CI( g. Maximum size cinduitjoltstde diametenj permitted in concrete slab not greater than 1 /4 the slab thickness. Refer to structural draw- ings for additional limitation. Structural drawings may impose additional restrictions as shown. h. Conduits throughout the work securely and rigidly supported, and fastened in place with supports spaced .not more than 10 ' apart , and with a support provided not more than 3 ' form any outlet or bend,, i . Conduit over metal channel , lath and plaster ceilings securely tied to the furring channelsiwith #16 gauge galvanized wire ties spaced not over 4 ' apart. j . Condui.t placed against concrete above ground fastened to the con- crete with pipe straps to one-screw conduit clamps attached to the concrete by means of expansion screw anchors and :screws. k.- C.onduits which are . installed at this time and left empty for future . use shall, have polyvinyl rope left in place for future use. 1 . Stubbed out conduits furnished with concrete monuments 6" x 6" x 15" deep buried flush with grade over the capped ends . The face of monument shall be furnished with 3" square brass plates securely mounted and engraved with the number and size of conduits and shall indicate if conduit is nonmetallic type. M. Where conduits larger than ,1-1 /2" are installed, support with pipe clamps either suspended from structure with a rod at least 3/8" diameter with adjustable end and pipe' rings, or mounted on wall from Unistrut supports . Attachment inserts in concrete or "red head shields . Shooting into concrete acceptable if the Architect , union and local code authorities permits , except at the following locations : 1 . Within 4 of any concrete edge. 2. Bottom of joints or beams. Where there may be rebar #6 or. larger. Where two or more conduits 1 -1 /2" or larger are suspended from structure , use trapeze type hanger from rods . Contractor shall not use _"caddy" slips for suspension of conduit. Conduit shall be supported completely independent of suspension wires for ceiling grid systems and shall not be supported from the ceiling grid system. n . Branch circuit conduits turned up from floor into interior non masonry partitions or to equipment not adjacent to exterior or masonry wall , terminate in flush coupling at floor and then extend into partition or to equipment. o. Conduit exposed shall be run at right angles or parallel to the walls or structures . p. Rigid or electrical metallic tubing not to be strapped or fastened to equipment subject to vibration or mounted on shock absorbing bases, Refer to paragraphs pertaining to vibration. BUSHARD COMM. CTR. 16100-9 OAKVIEW DAYCARE HUNTINGTON BEACH q, Expansion and deflection f`i'ttings shall be' used where. two rigidly supported conduits may. move in relation. to each other Sikh as ex- pansion or seismic joint crossings.. Expansion fittings with bond- ing jumper. . r. From each panel which is flush mounted' in a wall , stub up from top of the panel a iiiinimum of four 3/4 conduits. to the nearest ceiling space or other accessible location and cap for future use.. Panels located in exposed . construct.ion or where ceiling is nonac.cessible , terminate spare conduits in junction box .at juntion. of ceiling and wa11 S. Conduit rising from floor for motor connection ind'epe'ndently sup- ported if over . 24" above floor. Support shall not be to a motor or duct work which may transmit Vibrations . t. Bury underground conduit, except under buildings to a depth of not less than 24" below finished grade. Where conduit is encased in concrete , the top of the concrete shall not be less than 24" below finished grade . u. Reroute conduit where necessary to clear structural and mechanical obstructions . V. Install long radius bends in underground service conduits .and -in other long underground runs in excess of .100 ' . W. Where conduits are stubbed out of .building , they shall extend a . minimum of 10 ' -0" unless otherwise noted. x. Insulating bushings of the molded canvas bakelije type shall be �,.., installed where conduit containing #6 AWG or larger„where entering pullboxes , junction boxes , cabinets and similar enclosures . y. Concrete for encasement of conduit shall have the top of. the concrete ""raked" fora flat finish . Concrete shall meet standards as speci - fied in the concrete section of the specifications . z. Refer to ."the Vibration Isolation for Electrical Equipment paragraph of this section for additional conduit installation requirements . .2. 4 OUTLET BOXES a. Outlet boxes and covers to be pressed steel ; knockout type or cast . iron with drilled , tapped and plugged holes , hot-dip galvanized or sherardized. Boxes of proper code size for the number of wires or conduits passing through or terminating therein., but in no case shall box be less than 4 square , unless specifically' hoted as smaller on the drawings or boxes at enId of a run and containing :a single device may be of the "Handy Box" type. Covers for flush outlets finish flush with plaster or other finished surface. Approved factory made knockout seals used in boxes where knockouts are not intact Boxes in concrete , a type which will alloi, the placing of conduit without . displacing the reinforcing bars . Outlet boxes used as pullboxes wherever possible and..junction boxes or pullboxes installed only as required by the drawings or specifications or as directed. Sectional boxes not used. GUSHARD COMM. CTR. 16100-10 OAKVJEW DAY CARE' HUNTINGION BEACII 1 . . Light outlet boxes equipped with fixture supporting device as requ1 red by the unit, to be- installed. 2. Telephone outlets, a minimum of 4711 /16" square by 2-1 /8" deep. 3. Switch outlets - use solid gang boxes for 3 or more switches for mounting behind a common single plate. 4. For outlet flush. in exterior walls use weatherproof joints and connections: 5. For boxes in planters or surface mounted on interio'r:. or exterior. ' walls use cast metal type. 6. Television outlet boxes shall be 3-gang wide .x .4-11 /1.6" high by 2-1 /8" deep with 2 gang plaster ring. - 7 . Floor boxes 3-1 /2" deep , installed with off-sets .to avoid placing conduit below rebar ,. simiIar to Hubbell 11B-2536 with combination 3/4" conduit and 2-1 /8" plug, Hubbell #S2525. Where noted multiple gang units provided , and equipped with barriers . , Hubbe.11 #4233 or 1#4222 where required. !,,'here out-, let is specified inside box , use Hubbell #S3925 complete with #5242 receptacle and 7','S3079 carpet flange where carpet is provided. Risers for telephone and other- low potential outlets Hubbell #SC-3090 , where over 1 " conduits are indicated entering floorboxes ,, use Hubbell #B2503 , floor outlets. for television microphones , and projector outlets shall be Hubbell 1r'B2503. b. Outlet boxes accurately placed and securely fastened to the .struc- tura1 members Plaster rings set flush with the finished surface ., of the ceiling or wall . Outlet boxes in woodconstruction securely. mounted .on wood backing or on metal hangers. fasten.ed to wood con- struction . Nails through boxes to studs will not be visible from any public space. Place outlet boxes , pull boxes` or junction Boxes in storage rooms or above accessible ceilings . Boxes ti,,hich must be exposed to public view to be placed in a location approved. by the Architect unless specifically . noted otherwise. 2. 5 PULLBOXES a. Sizes as indicated .on the drawings and in no case of less size or material thickness than .required by the governing code.. Care exer cised in 1ocating underground pulIboxes to avoid installation in drain water flow areas . 1 . General purpose sheet steel pullboxes installed only in dry protected locations and have removable screw covers . Finish manufacturer' s standard baked en_a.mel . 2. Weatherproof sheet steel pulIboxes fabricated of code gauge hot-dip galvanized steel and a clasketed �a.eathertight cover of same material . Finish manufacturer ' s standard baked exterior enamel . 3. Cast metal pullboxes hot-dill galvanized' furnished with gasketed screw -cover and.'necessary drilled and tapped conduit entries . Screws bronze or brass. BUSHARD COH11. CTR. 16100-11 OAKVIEW DAY CARTE . HUNTINGTON BEACH 4, Concrete pull boxes fur.ni shed c.ompI e t e w1i th pul 1 in i roils hot-di p galvanized traffic cover with hot=dip galvanized frame and 4 galvanized cable racks with porcelain blocks. The box to be set on a 'pea gravel base 12" thick and. as large as the bottom. Install a 3/4" by 10 ' copper clad ground rod for grounding all metal parts . After .cables have been pulled and inspected , seal box . betwean cover and frame with a mastic compound similar to Parmaguni or Dukseal . : Construction equal to,prefabrica.ted pull - boxes as manufactured by Quickset or (hooks Products , Submit shop drawings . for approval . Refer to drawings for size. Provide bead weld on cover of pullbox to indicate services within pull - box (El "4f0/2.77-V , .3-0 , 4-14 ELECTRICAL"' or "SIGNAL/TEL/P . A. / CLOCK/FIRE ALARM" ) . 2 . 6 CONDUCTORS a. Conductors copper #12 M.IG miniinum unless specifically noted other- wise on the drawings . Solid conductors #1.0 AWG and smaller and stranded #i8 AWG and larger. Type of wire shall be as follows. (and as noted on drawings) : 1 Type Tilt.,' 600-volt; insulation used for P4 AWG and. smaller. (Lighting . ) 2 . Type TW 600-volt, insulation used for #4 ANG and .smaller. (Power. ) 3. Type TIM used for all panel feeders and service conductors . 4. Silicon insulated , 125°C wire used' for circuit conductors in-- stalled in fluorescent lighting •fixture raceways ,. for conductors. connected to the secondary of fluorescent .or mercury vapor fixture ballast or other hot location . 5. Type "THHN" shall be used where conductors are installed in con- duit exposed to the weather. 6 . The following color code for branch circuits: Neutral White ( tape feeder neutrals with white tape near connections ) 120/208 Volt Ground . . . Green Phase A B I a c k Phase B Red Phase C BI ue 7 . Feeders identified as to phase or leg in each panelboard with printed identifying tape.. 8. Fire alarm conductors : Use 6.00-volt Underwriters Type TW con- ductors and .color-coded , to match existing fire alarm v,,iring within District. 9 , Panel feeders , copper or aluminum. .4ire size shorn on the dray, i n g s 1s far copper ; if aluminum :Tire is proposed , increase wire acid conduit size to ainpere ca1)acity of copper wire and voltage drop not: to exceed that of copper feeders indicated on drawings . Provide feeder cal culatioil sheet , 8 copies , if aluminum sire is proposed , showing feeder number, length , size and voltage drop 1.0 in percentage for original copper feeders and for equal aluminum feeders . Refer to Paragraph 2 . 7 for aluminum conductors . BUSHARD COMM. CTR. 16100-12 OAKVIEW DAY CARE { 2.7 ALUMINUM .CONDUC_TORS ( 600 .VOLT. OR- LESS Oryk:Y)., This Contractor shall have the option of using aluminum conductors . in lieu of copper conductors for feeders only to panels. If aluminum conductors are used , the following requirements shall be followed: a. Conductors shall be EC grade , semi -annealed aluminum with the same ("THW!' ) insulation as called for under copper conductors . b. I'f the conductor termination is to be made on a bus bar or similar flat surface , a Burndy Type AYP HYP LUG compression terminal inr tended for the specific conductor- size, factory filled with oxide inhibitor compound shall be used . Terminal most be installed using a hydraulic compression tool equipment with the die head for the particular terminal. used. Only Burndy Hypress tools shall be used for compression. c. If the conductor termination is to be made into 'a circuit breaker or similar .insert compartmnet it shall be. terminated by one of the following : 1 . The conductor shall be terminated at each end with 12" to' 24 of specified copper conductor. The copper conductor may be reduced to the code site corresponding to the frame size of the circuit breaker protecting the feeder. Splicing of the copper to the aluminum conductor shall be by one of the two following methods : (a ) Cadweld aluminum fus.i.on welding or a straight , tin plated �... aluminum tubular connector , with .factory filled oxi de i n- hibitor , of the salve manufacture and series as the .terminal specified in subparagraph . (b) The connector shall be hydraulically compressed at the . copper to aluminum splice by using a Burndy AYP HYREDUCER fitting applied with only a Burndy Hypress tool to simul - taneously compress three surfaces . Insulation of the splice shall be with a Sangamo , ar specifically apprcved equal , heat shrink sleeve . All .switchboards , distribution panels , and panelboards, where this type of ..transition is made shall have 12" of extra gutter space at tiie end or sides where the feeders enter. The conductor shall he terminated by use of a' Burndy AYP HYPLUG compression adaptor intended for the specific conductor size , factory filled with oxide inhibitor compound. Terminal must be installed using only Burndy Hydraulic" compression tool to simul - taneously compress three surfaces . d. Connector aid shall be used for all terminations and connections.. Connector aid shall be Burndy Pentrox A, NO-OVI D Grade "A" . e. Idhen an.. aluminunt lug is terminated to a copper bus with a steel or copper- stud or bolt. , place aluminum lug on stud or bolt followed by a flat steel washer, a Belleville washer, and steelO r copper nut , in that order. BUSFi11RD COMM. CTR. 1 6100-1 3 OAKVIEW DAY CARE HUNTINGTON BEACH f. A belleville washer:. shall. not be.. r,equired where aluminum to alum- inum contact is made witii an aluminum W t or where a stud smaller than 3/8" diameter is used. 2. 8 INSTALLATION OF CONDUCTORS a. Branch circuit and fixture joints for 010 AWG and smaller wire made with UI_ approved connectors listed for 600 volts , approved for use with copper and/or aluminum wire. Connector to consist of A cone- shaped , expandable coil spring insert , insulated with a nylon shell and 2 wings placed opposite each other to serve as a: buila-in wrench or shell molded one-piece as manufactured by "scotch lok b. Branch circuit joints of #8 A';,G and. larger, screw pressure lugs made of high strength structural aluminum alloy and UL approved for use with both copper and/or aluminum wire as manufactured by. T & B . c. Splices insulated with plastic splicing tape , half- lapped and at least the thickness of the ,equivalent to Type "R" wire . Tapes. fresh and of quality equal to Scotch. d. Correspond each circuit to the branch number indicated on the panel schedule shown on the drawings except where departures are approved by the. Architect or the Owner ' s inspector. e. Wiring , including low voltage , installed in conduit. f. Control wiring to conform to the wiring diagrams shown on the mechanical drawings and the manufacturer ' s wiring diagrams . Con- trol the equipment in the manner specified under the "Mechanical section of the spe.cifica`ions . Control w re to be color-coded for each in making final connections . Tag all spare conductors . g. Wiring within panel enclosures or motor control centers to be neatly grouped and laced or Thomas & Betts- "Ty-rap" spaced 3" apart and fanned out to the terminals . Tag all spare conductors . 2.9 PAT'ELBOARDS a . Panelboards shall be flush or surface mounting as indicated with sub-breakers as shown on panel schedule , hinged lockable doors , index card holders and proper bussing . Where indicated on the drawings , panelboards .shall be furnished with sub-feed breakers and/or lugs , split bussing , contactors , time switches , relays , etc. , as required. All panelboards shall be keyed alike. All panelboards shall be finished with one coat of zinc chromate .and ocat of. primer . sealer after a thorough cleaning where exposed to. public view (e.g . , corridors , covered passages , offices , etc . ) and hammertone gray in switchboard ,. janitor' s , ` hea•ter and storage rooms . Prime coated . panelboards shall be painted to match surroundings after installa- tion Panelboards shall be fabricated of sheet steel of the fol - lowing minimum gauges : Door and trim #12 ; Enclosure - Code gauge steel . Each panel shall be complete with nontr.ip`ping main breaker, and/or as. noted on drawings . b. All panelboards & terminal. cabinets shall be furnished with Yale 0 51S flush locks & .LL806 keys ex.ccrpt where indicated otherwise herein. The trim to panelboards and terminal cabinets shall be fastened by means of concealed , bolted or screwed fasteners accessible. behind door to panelboard/terminal cabinets. BUSHARD COMM. CTR. 16100-14 OAKVJFW DAY CARE HUNTINGTON BLAC11 �\ c. Panel boards for I2.0./,208-volt, three-phasc , : 4-wire S/N shall be ' 20" viidc by 5-3/4" deep units as .here'ina`tter specified. Circuit breaker: shall have a, minimum rating of 10",OOG-A symmetrical unless noted ot:her.wise on drawings . Circuit breakers as manu- factured by the following companies only are acceptable: . 1 . General Electric Co. 2. Square O,, Co 3. Westinghouse Co. . 4 . I .T. E. Co . , PANELBOARDS 1 . Westinghouse or Zinsco. . . Type NQB . 2.. General Electric or ITE Type NLA[3 3. Square D . . . . . . . Type NQOB . d. Where two or three pole breakers occur in the panels , they shall be common trip units Sing e pole breakers wit"h tie-bar between hand] es wi11 not be accepted. e. Narrow "type distribution panelboards . for 208/240-volt , three-phase , 3=wire .or 4-wire shall be 20 to 22" wide by 5- 3/4" (Max. ) deep units as hereinafter specified. 1 . ITE or Zinsco . . . . Type N D P 2 General Electric . . . Type NAB 3. Square D I . . . . . . Type. N A I B 4. WestinghoUse . . . . . . Type WEB . Cir uit breakers shalt be arranged in the a n e I s so that the brea.kefrs �. f c 9 P of the proper trip settings and numbers correspond to the numbering , in the panel schedules on the drawings . Circuit numbers of brea"leers shall be black=on-white micart:a tabs or other "orev.iously approved method . Circuit nuriher tabs which can read I be changed fro:i .front_ of pcnel gill not be accepters . Circuit number tabs shall not be attar"hed—to or be a part of the breaker. g. All circ.u"it breakers shall be pa.dlockahlp in the "off" position . Locking facilities shall be riveted or mechanically attached to the circuit breaker (submit sample for approval ) . Other means of attach- ment shall not be accepted without prior written approval of Architect. h. Where branch circuit breakers supply the power to motors and ",sig.na"I systems , the breakers shall be furnished with. lockout clips , mounted in the . "on" position . The breakers shall be able to trip automatic- al ly with lockout clips in place . i . Panel boa rd. manufacturer shall stencil the panel number or letter on inside of panel door to correspond with panel designation on drawings .. j . Provide 6" additional gutter space. in all panels where double lugs_ are required , or where cable- size exceeds bus size . Minimum bottom gutter space shall be "6 high . 12" additional gutter. space may be required for aluminum feeders where used. Refer to Paragraph 2. 7 of this section . BUSIIARD CONN. CTR: 16100-15 OAKVILW DAY CAkI: HUNTINGTON M ACH k , Wiring for branch, circuits shall -be, coded and shall be : so noted on the directory in panels . 'The 277/48D-volt wiring shall be color coded differently from .the 120/208-volt wiring . The same. color coding, system shall be used throughout the entire job. 1 . Provide a . red and ,white bakelite nameplate with 1/2" high letters in each 277/480-v6l " panel fastened to. face of dead-front plate , to read "WARNING 480 VOLTS m . Wiring for branch circuits shal..l .be color coded as follows, and shall be so n.oted on directory in panel : 120/208 or 120/240 Volt Ground . Green Neutral -.White Phase A hot leg . . Black Switch legs .Orange or other Phase B hot leg Red appropriate color , Phase C hot leg Blue n. Each panelboard shall be equipped with a ground bus secured to the interior of the enclosure. The bus shall be equal to the panel board neutral, bus avid shall have a separate lug for each around con- ductor. No more than one conductor shall be installed per lug . o. Bussing shall be rectangular cross section copper, or full length silver or tin-plated aluminum. p. Where contactors , relays and/or time switches are installed in the panelboards , they shall be installed in separate barriered sections (completely soundproof) located at the top of the panelboards under , a separate lockable door in front trim which shall be keyed the sameras. the circuit breaker sections . Where time switches are in- stalled within the same section as relays or . contactors there shall be a clear acrylic shield installed over each relay or contactor to guard live exposed parts from accidental contact by nonauthorized personnel . q. Where contactors , relays and/or timeswitches are installed in panels,. they shall be provided with engraved nameplates indicating .items controlled and function of control device and their control circuit . number. Identify all time clocks , relays , control devices and con- tactors on each device with the panel and circuit number and what itme each device controls , (ie ; north end parking lighting - controll circuit D-5) . 2. 10 TERMINAL CABINETS Terminal cabinets to be fabricated of code gauge sheet steel for flush mounting ( except where noted as surface) of size indicated on the draw - ings , and complete with hinged lockable doors and the number of 2-a;ay screw terminals as indicated on the drawirigs.. Terminal cabinet locks to operate from same key used for lighting panels . The trim to terminal cabinets shall be fastened by means of concealed bolted or screwed. fasteners accessible behind door to terminal cabinets . Terminal cabinets shall have 5/8" plywood backing . Cabinets finished shop prime for painting after installation in locations exposed to public view (e . g . , in switchboard, janitor' s and heater rooms ) . Terminals for signal systems equal to Cannon Type "SS" . BUSHARD COMM. CTR. 16100-16 OAKVI EIV DAY CARE HUNT ING1 ON BLACK 2. 11. DISCOiINECT SNITCHES Disconnect switches, shall be 250-volt or I A. C. NEMA Type ND ,. quick-make , quici:-break ; h . p, rated , nonfusible or fusible switches in NEMA Type I enclosure , lockable, with numher .of poles and amperage as indicated on the drawings . Where enclosure is indicated UP , (weather- .proof) switches shall. be in raintight NEMA Type .3R enclosure , lockable. Maximum voltage , current and horsepower rating,. clearly, marked on the switch enclosure and switches having dual element fuses shall have rating indicated on the metal - plate . Provide engraved nameplates as hereinafter specified under "Identification of Circuit and Equipment" . 2. 12 INDIVIDUAL CONTROL RELAYS (MECHAN.ICAL ANID PLUMBING) a. Individual control relays. shall have. convertible contacts 'rated a minimum of 10 amperes , 600 volts regardless of usage voltage.. Coil voltage , number and type of contacts shall be verified and supplied to suit the specific usage as shown in the wiring diagrams and/or schedules on the electrical and mechanical drawings . Coil control circuit shall be independently fused , sized to protect tail . Furnish in the NEiIA. Type I enclosure unless i ndi c'ated otherwise . Provide engraved nameplates as hereinafter specified under 9den tificati.on of .Circuit and Equipment" . b. The following relays are approved: Manufacturer Tyae Arrow Hart IMP General Electric Class CR 2111 ITE Class 010 Square D Class 8501 Type A Westinghouse But . 16-321 , Type NH Allen Bradley Approved Equal 2. 13 CONTACTORS AND/OR RELAYS a: Contactors and/or relays for control of lighting .sha,ll be 600-volt , A.C. , mechanically held units , open type for panel mounting with number of pole, and of size as indicated on the drawings . b. Contactors and/or relays shall be mounted in panelboards in barriered section under separate hinged lockable doors or in contactor and/or relay cabinets as called for on the drawings : 'Contactors and/or . relays shall be installed oo Lord sound absorbing rubber mounted_ c. :Contactors and/or rel.ays .shall be Automatic Switch Co . , Bulletin #920 for 2 and 3 pole , Automatic Switch Co . .Bulletin 1255-166 with poles as indicated on drawings . Coil control circuit shall be in- dependently fused , sized to protect coil . d. Refer to " Identification of. Circuits and Equipment hereinafter specified . BUSHARD COMM._ CTR. 16100-17 OAKVIEW DAY CARE HUNTINGTON 13FACH 2.14 CONTACTOR AND/OR RELAY TIME SWITCH CABINET a. Contactors , relays , and/or time switches not indicated to be mounted in electrical panels shall be flush type of size as shoarn on the draw ings with hinged lockable door keyed same as panelboards . Construction of cabinet shall be similar .to terminal cabinets . Inside of box shall be sprayed with acoustic material to provide a completely soundproof compartment. b. Each contactor,relay or time switch mounted in the. contactor cabinet shall be barriered in its own compartment . C. Contactor cabinet shall be of same manufacture as t'he ,panelboards . d. Where :relays and/or contactors occupy the same enclosure as time switches they shall have a clear acrylic shield installed over each relay or contactor to guard line. exposed parts from accidental contact by non-authorized personnel e. Refer to " Identification of. Circuits .and Equipment" hereinafter specified. 2 15 TIME SWITCHES Time switches for control of lighting circuits shall be .astronomical dial , synchronous motor driven units for operation . on 120 or- 2.77 volts , , 60 cycle , .A. C . , and shall be furnished with a 10-hour carry over and a "skip-a-day" feature. Switch shall be* San4amo `;k'HZ-11 , Paraoon r4213-OEZ or Tork #r7100ZL. single pole , single throw , 35 ampere unit ; or Sangamo WWHZ-21 , Paragon #421370SZ or. Tork 117200ZL , double* pole , single throw, 35 ampere unit , or Tork #=7300ZL , .three pole , single throw ,-.40 ampere unit ; or .Paragon 4147217-OSZ four pole , single throw , 40 ampere unit ; or S,angamo #iWHZQ-12, Paragon 117'4215-OSZ or, Tork #!1847ZSKL single. pole , double throw (for control of mechanically held contactor) , .10 ampere unit. Time switches for the control of mechanically and plumbing equip- ment shall be 7 day dial with automatic reserve carryover ; Tork ##WlOOL , W200L , W300L or equal by Sangamo or Paragon . Install a1.1 time switches in top of panelboard under a separate Hinged lockable door keyed the same as the panel door and barriered from the breaker section. Clear door openi"ng for time switch shall be at least 12" by 12" . 2.16 . FLUSH MOUNTED START-STOP PUSHBUTTON STATION WITH PILOT LIGHT Individual flush mounted start-stop pushbutton s..t.ation with pilot light shall be complete with sheet steel box and stainless steel plate. Unit shall be Square D Class 9001 , Type FB-14. 2. 17 CIRCUIT SWITCHES a. Ci) cui"t switches shall be ivory , totally enclosed, bak.elite or composition base , toggle type with 277-V A.C. ,rating for full capacity of contacts for incandescent or fluorescent lamp loads . Switch ratings shall be 20-ampere" only, b. Where switches are mounted in multiple gang assembly, and are oiler ating at 2.77 .volts and/or 277 volts and 120 volts mounted, in same outlet box., there shall be a barrier installed between each switch. Busim D COMM. CTR. 16100-18 OAKVIEW DAY CARE HUNTINGTON BEACH` c. Listed below are _switches , only which are approved . 1 . Si nql e Pole Switches Toggle type Lock Type Make 20 Amps 20 Amps Arrow Hart #1991 #1991-L Bryant #49.01 #f4901-L Hubbell #1221 #1221-L P & S #20AC1 P20AC1-L Sierra P5021 -#5071 Levi ton #1221 #1221 -L 2. Double Pole Switches Arrow Hart #1991 11992-L Bryant #4901 #4902-L Hubbell #1222 #1222-L P & S 4120AC2 #20AC2-L Sierra 1/5022 #5 0 7 2 Levi ton #1222 #1222-L 3. Three-rvay Svjjtches Arrow Hart #1993 #1993-L Bryant #4903 #4 9 0 3-L Hubbell #1223 #1223-L P & S P20AC3 #20AC3--L Sierra #5023 #5073 Levi ton #1223 #1223-L 4. Four-way Switches Toggle Type Lock Type Make 20 Amps 20 Amos Arrow Hart #1994 #, 1994-L Bryant #4904 #4904-L Ilubhel1 PI224 #1224-L P & S #20AC4 #20A.C4-L Sierra 115024 45074 Levi to.n #i1224 #1224-L 5. Mom.entary. Contact Switches - 20A at 277-V Flake 3-Position Reg . 3-Position Lock • Arrow Hart #1995 #1995-L Bryant #4921 #4 9 2 1 -L HUbbeII #1557 #1 5 5 7-L P & S #1251 #1251-L Sierra #5120 115170 Levi ton #1251 #1251 -L BLISHARD COP1;1. CTR. 16100-19 . OAKVTEW DAY CARE HUNTINGTON BEACH i { 6 . Maintained Contact Switches (Douhle Throw , Center Off) 20-11 at. Z V Togc 11 e .Ty_pe Lock Type Make 1 -1 ode 1-Pole 1 -Bole 2-Pole Bryant #4922 P4925 #4922-L #49254 Hubbell #1385. #1386 #1385-L #1386-L P & S #1225 #1226 'l225-L #1226-L Sierra, 9i5122 --- #5172 Leviton #1385 #1386 #1385-L #1386-L 2. 18 RECEPTACLES All receptacles in flush type outlet boxes shall be installed with .a bonding jumper for ground between the grounded outlet box and the receptacle ground terminal . Grounding through the receptacle mounting straps is not acceptable . The bonding jumper shall be sized in accord dance with the branch circuit protective device as tabulated herein under "Grounding" . . Bonding jumper shall be attached at each outlet to the back of the box using drilled and tapped holes and washer head screws 6-32 or larger. For receptacles in surface mounted outlet boxes direct metal -to-metal contact between receptacle mounting strap ( if it is connected to the grounding contacts ) and outlet box. may be used. a. Duplex convenience receptacles shall be ivory, shall be grounding type, 125-volt, 15-ampere and shall have two current carrying contacts and one grounding contact which is internally connected to the frame . Outlet shall accommodate standard parallel blade cap and shall be side wired. Only these receptacles listed here after shall be used: Arrow Hart #5250 Bryant., P & S, Hubbell or Slater #5242 Circle "F #2515 General Electric #4050 Leviton #5014 Sierra #1410 b. Duplex 2.0-ampere convenience outlets , 120-volt grounding type , Hubbell #5 0 2 (where duplex receptacle is supplies by separate 20- . ampere circuit ) . c. Special outlets as indicated on drawings. I d . Pilot lainp receptacle shall be long life type , complete with inte- gral series resistor , 6-watt, 120-watt , or 10-watt , 250-watt can- del.abra. base lamp as required and .rectangular red acrylic jewdA Where shown w! th manual motor starting switch , pilot light shall be installed in a separate box adjacent to .the motor starting switch outlet. Receptacle shall be ,Sierra 42156 for 1.20-volt and #2157 for 208. or 240-volt , and jewel shall be Sierra e406R, for use in switch plate. For 24-volt circuits , receptacle .shaII be without series resistor , but shall be complete with 6-watt., 30-volt candelabra base lamp and rectangular red jewel . Receptacle shall be Sierra #2152 and jewel shall be Sierra t406R for use in switch plate, BUSHARD COMM. CTR. 16100720 OAKVIEW DAY CAR[ HUNTINGTON BEACH e. Weatherproof receptacle shall be ;;groun:d fault type duplex recep- - tact e , mounted i n. a fl 1 1 hi nged door :enclosure with lock and key: _ Enclosure shall be a Pass & Seymour 4600 with a 1591F46 receptacle . On exp6sed, conduit runs , weatherproof ground fault type receptacle as hereiobefore specified, installed in "FS" condule.t with one of the following spring door type covers : Manufacturer Cover Arrow Hart #7879-FS Bryant or P & S #4510 Hubbell #{5211 f. Three pole , twistlock receptacle shall be 15-ampere , 250-volts single or duplex , as indicated on the. drawings and bakelite or composition base with third pole grounded, Unit shall be for flush mounting complete with stainless steel plate . Furnish one cap ;with each receptacle . Receptacle and cap shall be as follows Make Sin le Receptacle Duplex Receptacle Cap Arrow Hart #6560 #6 5 8 0 1/6577 Bryant #74560 #74550 1#74570 Hubbell P4560 #4550 #f4570 g ., Extension floor outlet shall be Walker-Parkersburg #513AL-DPS-G except with duplex grounding type receptacle (color as selected by Architect) as hereinbefore specified' under item, a, of this selection. Unit shall be mounted on cast iron floor box as hereinbefore speci - fied with proper adapter and nipple for mounting to floor box . h . Flush double duplex convenience receptacle in 'A cast gang floor box as hereinbefore specified shall be grounding type , 125 volts , 1.5 ampere and shall have two current carrying con-tact? and one grounding contact which is internally connected. .to the frame. Re- ceptacle shall be Arrow-Hart , Bryant, Hubbell or P & S #5284 , ,with short mountinc{ strap , or shall be Arrow-Hart , Bryant., ,Hubhell _or P & S ' #5241 -1 , Leviton. 15015-1 or Sierra A120.2 with standard length mounting strap as required by the manufacturer `of .floor box being furnished. Covers shall be rectangular hinged brass screw locking cover, Hubbell S-38?5 or approved equal . i . Extension type public telephone riser on floor box as herein- before specified shall be Walker-Parkersburg #507AL, ##509AL , or #518AL special telephone fitting finished brushed a.luminum.-complete with proper nipple and adapter for mounting to floor box . This Contractor shall install the type of outlet at each floor box` location as hereinbefore specified as inst.rutted'by the.- Telephone C din pany engineers . j . Extension type intercommunicating telephone, P . A. handset or buzzer, system riser on floor box as hereinbefore specified shall be Walker-Parkersburg #501AL , cast aluminum, satin ,fi,ni-sh , with proper nipple and adapter for mounting to floor box, BUSHARD COMM. CTR. 16100-21 OAKVILW DAY CARL HUNTINGTON BEACiI k. Micropho.ne and pro,7ecto_r :..outIet ,-:-,.as he.reinbefore specified , .shall be installed in a `flush` rec' tan guTar floor box , complete. with carpet flanges if required. Boxes shall be Lew 6261 -BE (single-gang ), or Lew 62627BE ( two-gang) or Lew 6263-BE (three-gang) as indicated on drawings with other devices . 2. 19 PLATES a . Plates shall be supplied for every switch , receptacle , .tele- phone outlet , wall speaker outlet, etc. All plates shall be fur- nished with engraved or etched designations under any one of the following conditions : 1 : Three gang or larger gang switches . 2 . Lock switches . 3. Pilot switches . 4. Switches in locations from which the equipment or circuits controlled cannot be readily seen . 5. Manual motor starting switches . . 6. Where so indicated on the drawings . 7 . As required on all control circuit switches., such as heater controls , etc. 8. Where receptacles are, other than standard duplex receptacles to indicate voltage and phase . 9. Al wiring devices , switches , receptacles, etc. supplied by 22.7 volt shall have the device plate engraved "277 VOLT' . b, `A.11 plates shall be ivory color ( plastic) on all, outlets , unless specifically noted otherwise. Plates shall be Sierra Manufac- turing Company. _ 2. 20 STAINLESS STEEL In all cases where stainless steel is specified , called for or used under this Section of the Specification for plates , cabinet or ,panel covers", lighting fixtures , etc. , it shall be nonmagnetic , noncorrosive, chrome-nickel alloy. The finish material shall be free of any burrs All exposed screws shall be of the same alloy . The steel shall be com- posed of 18% chromium and 8% nickel and shall be A.- I . S. I . Type 302 finished satin . 2.21 IDENTIFICATION OF CIRCUITS AND E UIPM NT a . Panelboards , terminal- cabinets , circuit breakers , disconnect switches , starters , relays , time switches , contactors , pushbutton control stations , and other .apparatus used for the operation or control of feeders, circuits , appliances , or equipment shall be properly i den t-ified by means of desc, iptive nameplates or tags permanently attached to the a.ppara,tus and wiring: BUS11A IN'.D COMM. CTR. 16100-22 0AKVIEW'DAY CARE HUNTINGTON DEACFI b. Nameplates shall be engraved laminated phenolic. Shop drawings with dimensions and format -sh_a11, be. submitted to the Architect before installation . - Attachment to equipment sha? l be with escutcheon pins , rivets , self- tapping screws or machine screws . Self-adhering or .adhesive backed nameplates shall not be used.. C. Provide white-on-blue laminated plastic nameplates engraved in minimum 1/4 high letters to corresp.ond with the designations on the drawings . Provide. other or additional information on nameplates where indicated . d. For equipment containing or operating on circuits or more than 240 volts nominal , provide red-on-white laminated plastic warning signs engraved in 1 /2" high letters to read: "CAUTION 7. 480 (or as applicable ) VOLTS" . e. Tags shall be attached to feeder wiring in conduits; at every point where runs are broken or terminated and shall include pull wires in empty .conduits . Circuit , phase, and function shall be indicated : Branch circuits shall be .tagged in panelboards and motor control centers . Tags may be made of pressure sensitive plastic or embossed self-attached stainless steel or brass ribbori . f. Cardholders and cards shall be provided for circuit identification in panelboards . Cardholders shall consist of a metal frame retain ing a clear plastic cover permanently attached to the inside of panel door. List of circuits shall be .typewritten on card. Circuit description shall include name or number of circuit, area , and ,ram connected load : g. Junction and pullboxes shall have covers stencilled with box number when shown on the drawings , or circuit numbers according to panel schedules . Data shall be lettered in an inconspicuous manner with a color contrasting to finish . 2.22 VANDALPROOF FASTENINGS Screws , bolts , nuts , etc. , exposed to sight throughout the project, approved vandalproof type .. . Screws for such items as switch plates , receptacle plates , fixtures., communications equipment , fire alarm , blank covers , wall. and ceiling plates, etc . , spanner head stainless steel , tamperproof. Provide Owner with six ( 6) screwdrivers for this, type. 2.23 QUIET14ESS OF OPERATION Before the work will be accepted as complete , quietness of operation , to a degree satisfactory to the Architect, attained for apparltus , equipment, fixtures , etc. , included under the electrical work . Provide isolation and vibration protection required. RUSHAR1) M,1M. C.TR. 161U 23` OAkVIEW DAY CARE HUNTINGTON .BEACIi PART 3 LUMPS AND LIGH.TI,NG FLXTURES 3. 1 GENERAL a . The "General Conditions" , "Special Crnditions" , and "Supplementary General Conditions" are hereby made a part of this Section. The words "shall be" are assumed into, each paragraph . The work "provide"as noted herein and on the drawings shall mean "furnish , install and connect" . b. SCOPE - Under this heading is included labor , materials , equipment and appliances required to complete .the electrical work. 3.2 LAMPS ` a . Lamps shall be new of 'rlattage indicated and shall be as manufactured by General Electric , 'rlestinghouse (W & K trademark) , Norelco or Sylvania . Each fixture or lighting outlet shall be supplied with the proper lamp. All incandescent lamps -shall be extended service type , . 130 volts... b. General .purpose incandescent lamps shall be inside frosted , medium base for 200 watts and smaller." c. Reflector Iamp.s shall be PAR* 38 or R40 as required , -unless other- wise specified in fixture schedule. d. Fluorescent lamps shall be cool white, bi -pin , rapid-start , T-12 , 48 40-watt , 430-m. a. e,. Mercury vapor lamps shall be Del ux. White or Brite White' Deluxe phosphor coated Bonus-Line .with proper base . and configuration for the fixture being furnished . 3. 3 LIGHTING FIXTURES a. Lighting fixtures shall have all parts and fittings necessary to completely and properly install the fixture. All fixtures shall be wired from outlet: to sorket with #14 A. W. G . Underwriters ' Type "AF" or "CF" fixture wire. All fixtures shall be- equipped with lamps of size and type specified. b.. On acoustical tile ceilings , fixture outlets shall be accurately located in the center , at the intersection of the four corners or- at the center of the joints of two tiles . c. All fixtures of one type sha.11 be of one manufacture and of identi - cal finish and appearance . d . Fluorescen.t fixtures to be equipped with ETL approved C. B .M, certi - fied high pourer factor ballasts with lowest sound rating available . Fluorescent fixtures shall be designed to accommodate T-12 , 430 ma lamps except where specified otherwise . Ballasts to have Class "P protection and shall be Advance Mark .II Kool -Koil ballasts . Each ballast shall be independently fused within line fuse holder and fuse. Rise holder shall be located within ballast compartorent . Provide a label next to ball.ast cover reading. "Ballast is fused , check fuse prior to relamping." . Provide an, additional quantity of 10% spare fuses and deliver to Owner. e. Mercury vapor fixtures .equip.ped with constant wattage ballasts with lowest sound rating available . f. Ballasts which are judged by the Architect to be exclusively noisy to be removed and replaced. BUSBARD COMM. CTR. 16100-2.4 OAKVIEW DAY CAItE HUNTINGTON REACH g . Ballasts remote from the lighting fixture , mounted as 'shown on the drawings and designed tor. rem ote' e;per`ation . Additional wiring and conduit shall be provided whether shown on the drawing or not , between lighting. fixture and remote ballasts with required quantity of "THH.N" wire to operate said fixtur•e(s ) . h. Dimming ballasts in fixtures controlled by dimmers . Verify type with dimming system provided. Provide proper quantity of wires within conduit system for dimming system for proper operation , whether -shown on the drawings or not. i . Whenever this specification calls for acrylic, acrylic plastic or plexiglas `for the diffusers of lighting gixtures, these diffusers shali be. manufactured .by Rohm and Haas Company, called Plexiglas G , or specifically approved equal . Diffuser:s shall be formed from cast sheet having a minimum unpenetrated thickness of 0. 125" and , in any event , shall be of sufficient thickness and of proper con- struction and camber to prevent the diffusers from having any noticeable sag over the entire normal life of the installation.. Diffusers shall be formed from cast sheet by a vacuum and/or pres- sure technique. - j . Acrylic lenses shall ber manufactured from 100% acrylic as manufac- tured by Rohm & Haas , called Plexiglas 'V , V 'Type..92.0 , VM , or an approved equal by either injection molding or by extrusion. k. Recessed fixtures where noted to have attached pul.lbox. to have a 4" pullbox permanently attached to the plaster ring so that it is accessible when the fixture is removed. The fixture to bear Under- writers ' label of approval for the wattage indicated. Connection between fixture and pullbox to have flexible conduit and 2 1#14 AWG "AF" .wires . The flexible conduit to be sufficient length so that ti . . when the fixture is dropped , the pullbox is ,readily accessible . 1 .' Recessed fixtures must all have Under.wr.it2rs ' Laboratory approval for recessed installation with plaster frarne and attached pullbox . Lamp enclosure , reflectors and finish wiring shall not be installed until plastering is completed . . Finish trim shall not be installed until .finish painting of the adjacent surface is completed., M. Where recessed fixtures are shown to mount or "lay-in" a. suspended " tee" ceiling , the Electrical Contractor shall install two clips on each end of the fixture for securing to the "tee" cross runner and shall connect two 12-gauge fixture hanger k.;ires to the fixture housing at 12" from each end of the housing . The two 12-gauge fix- ture hanger wires shall be furnished , installed -and connected to the superstructure above by the suspended ceiling contractor. Leveling and positioning of .fixture may be provided by the ceiling fixture to seat in grid system . Suspension system must be in ac- cordance with the 21 table T21 -23J and meet the requirements of the Office of Architecture and Construction. n. Fluores.cent fixtures surface mounted to a suspended "tee" ceiling shall be installed with a one and one-half inch steel channel or angle which spans across .and above the main, runners . The channel or angle member shall be provided with threaded studs for attaching to the fIxture. housing through the lay-in tile . Two members shall be instaIIed per four foot fixture . Two 12-gauge hanger wires shall be provided per member , attached 6" from each end of. the member and anchored to the structure above Special surface mounted itevis , other than as described above , are detailed on the drawing . BUSHARD COMM. CTR, 161 DO- 25 OAKVIEW DAY CARE HUNTINGTON BEACH o . The catalog numbers included in the description of the various types of Iighttag fixtures shall„be .bas:ically considered to establish the. type or class of the fixture with a particular manufacturer only . The fixture length , numbeer of lamps component ti materials , accessories , mounting type and all other features . required to fulfill the total description of the fixture based on all drawing and specification information shall be complied with regardless of whether or not the catalog number specifically, includes these features : Jf any conflict exists between the catalog number and the description , the Contractor shall either resolve the conflict with the Architect prior to submittal of his bid or furnish the fixture to meet the intent as later inter- preted by the Architect without change in contract price .. p . Lighting fixtures shall be of. types. as .indicated in fixture sche dule on drawings . r q : Include an allowance of $100. 00 for the supply and installation of lighting fixture where outlet is shown on drawings without a fixture type designation . r. Pendant stem-mounting fixtures and chain hung supplied with.'swivel' hangers . Suspended fixtures to swing in any` directiop a minimum of 450 gravity. Fixtures to have special stem lengths to give the mounting height indicated on the drawings . . Stem tb be 1 -piece without coupling , and to. be finished the same color as the canopy and the fixture , unless otherwise noted. The Contractor shall check all locknuts and set screns to rigidly secure the socket to the stem , and the stem to the outlet box . Fixtures to be plumb and vertical . Where obstructions occur restricting 450 swing of `fixtbres., the fixtures shall be guy. wired to prevent fixtures from striking obstructions . Method of guying shall be approved by the Architect and Electrical Engineer. Swinging fixtures shall have a safety cable attached to the structure and the fixture at each support capable of supporting four times the vertical load. s . Lighting fixtures recessed in ceiling or wall which has a fire resistive rating of 1 hour or more enclosed in a box which has a fire rating equal to that of the ceiling . . The space from the fixture to the enclosure to be a minimum of 2 and the 'Iigfit fix ture to be provided with. advance Mark II Kool Koil ballast t. Surface and/or wall mounted lighting fixtures shall not have any exposed chase nipples or conduit knockout's visable' to view within fixture housing . Lighting fixtures mounted in continuous rows shall have chase nipples or conduit knockouts between lighting fixture housing , but shall not have visible chase nipples/conduit knockouts on the visible ends of the continuous row of lighting fixtures . u . It is the Contractor' s responsibility to verify actual ceiling construction type as defined on the architectural drawings and furnish all lighting fixtures with the correct mounting devices and proper operating voltage whether or not such variations are, indicated by fixture catalog number. The Contractor shall verify depth of all recessed lighting fixtures with architectural drawings prior to ordering fixtures . Any discrepancies that would cause recessed lighting fixtures not to fit into ceiling shall be re- ported to the architect prior to ordering of the fixtures . f311SIIARD COMM. CTR. 16100-26 OAKVIEW DAY CARE HUNTINGTON BEACH ..� � ,. ,, `t � � ,`, � ., , f�., a _� .� �„ �•.n b, 7• �..p, S�. ti �_ s � �� �. < . _ �� �� _. _ � � l � `� ��i. F �3 w�. 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