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Home My WebLink AboutAgenda Statement 1980/03/25 Item 13COUNCIL AGENDA STATEMENT Item 33 Meeting Date 3/25/80 ITEM TITLE: Resolution ~~OS~f~Accepting bids and awarding contract for the modification of City Hall SUBMITTED BY: Development Services Administrator WAD" (4/5ths Vote: Yes NoX ) The City Engineer received bids in Conference Room 3 of the Public Services Building at 2:00 p.m., Wednesday, March 19, 1980, for the Construction Contract of the City Hall Renovation. Bids were submitted by two contractors as follows: Don J. Siegert, E1 Cajon $431,640.00 Raymond D. Haas & Son, Lemon Grove $439,256.00 The low bid was submitted by Don J. Siegert in the amount of $431.640.00 and, therefore, it is my RECOMMENDATION: That Council: 1. Accept the bids and award the contract for City Hall Modification to Don J. Siegert, General Contractor, in the amount of $431,640.00. 2. Authorize the expenditure of $453,222.00 from Fund 636. BOARD/COMMISSION RECOMMENDATION: Not applicable. DISCUSSION: At 2:00 p.m. on March 19, 1980, in Conference Room 3 of the Public Services Building, the City Engineer received sealed bids for the modification of City Hall. The low bid submitted by Don J. Siegert in the amount of $431,640.00 is 1.38 higher than the Engineer's estimate of $426,000.00. As the Engineer's estimate was formulated in July of 1979 with an estimated inflationary factor and as the San Diego Region has experienced rapidly escalating construction prices, I am quite satisfied with this bid. Even though we received only two bids, the two bids were within 1.7~ of each other and this further reinforces my belief that we received a fair bid. (continued) ~ p0~~ Form A-113 (Rev. 11/79) Page 2, Item 13 Meeting Date 3/25/80 The schedule for the remodeling of City Hall is as follows: Award Contract Construction Commence End Phase I Move Mayor, Council, City Manager, City Attorney and City Clerk to South End Begin Construction Phase II End Phase II Move all departments into their final location FISCAL IMPACT: Low bid by Don J. Siegert 5~ Contingency Total Total Currently Available for Construction, Fund 636 March 25, 1980 April 14, 1980 + June 23, 1980 + June 24 & 25, 1980 + June 27, 1980 + September 5, 1980 + September 6 & 7, 1980 $431,640.00 21,582.00 453,222.00 $471,600.00 Council policy on change orders includes contingency amounts as follows: $0 to $100,000 contract - 10~ contingencies $100,000 to $1,000,000 construction contract - 5$ contingencies $1,000,000+ construction contract - 2~ contingencies Even though this is a renovation project and accordingly might require higher contingencies, I believe the 5~ will be sufficient. DCB:nr/ JY-017 City Hall Building Contract `oo~~/ Form No. F-229 12/73 CERTIFICATE OF CITY/DIRECTOR OF FINANCE Certification of Unappropriated Balance I HEREBY CERTIFY that the money required for the appropriation of funds for the purpose set forth in the attached resolution is available in the Treasury, or is anticipated to come into the Treasury, and is otherwise unappropriated. Amount S Fund Purpose Bidder Director of Finance The City of Chula Vista Date By Certification of Unencumbered Balance I HEREBY CERTIFY that the indebtedness and obligation to be incurred by the contract or agreement authorized by the attached resolution can be incurred without the violation of any of the provisions of the Charter of the City of Chula Vista, or the Constitution or the laws of the State of California, that sufficient monies have been appropriated for the purpose of said contract, that sufficient monies to meet the obligations of the contract are actually in the Treasury, or are anticipated to come into the Treasury to the credit of the appropriation from which the same are to be drawn, and that said monies now actually in the Treasury, together with the monies anticipated to come into the Treasury, to the credit of said appropriation are otherwise unencumbered. Amount Not to Exceed S 453,222.00 X36 6360 5569 ~-~~-- 1~~~~~' Director of Finance The City of Chula Vista Date 3/25/80 sy Fund City Hall Renovation Dept./Activity City Hall Renovation Purpose Contract for Modification of City Hall Biaaer Don J. Siegert i1lJ~ // certificate No. 63 SPECIFICATIONS ~ ~aa MODIFICATION OF CITY HALL GHULA VISTA CALIF. THIS IS A FEDERALLY ASSISTED CONSTRUCTION PROJECT UNDER THE REVENUE SHARING PROGRAM DONALD R. GOLDMAN B- ASSOCIATES A~ec.HrrECrs ~u 3604 FOlIRi'N IWE SAN DIEGO 9t 103 City o~ CkuQa ~Uista CALIFORNIA ENGINEERING DEPARTMENT February 5, 1980 File: JY017 To All Civic Center Renovation Project Plan Holders: This is to notify all interested parties that there will be a pre-bid conference on the modification of the Chula Vista City Hall at 10:00 a.m., on Monday , March 10, 1980. The conference will be held in Conference Room 2 and 3 in the Public Services Building, 276 Fourth Avenue, Chula Vista, California. If you have any questions regarding this conference, please call David Byers, Principal Administrative Analyst, Engineering Department, at 575-5021. OHN P. LIPPITT CITY ENGINEER DCB:fpw ~l.l "1 l~ 17 (. Fourth Avenue, Chula Visa, CA 92010 (n4) 675-021 TABLE OF CONTENTS SECTION A Davis-Bacon Act Regulation Payroll Forms Contractor Responsibilities Under the Davis-Bacon Act Wage Rate Determination SECTION B Notice to Contractors Proposal Designation of Subcontractors Affidavit to Accompany Proposal Bidders Bond to Accompany Proposal Bond for Faithful Performance Bond for Material and Labor Contract Non-Collusion Affidavit Workmen's Compensation Insurance Declaration Part 1 - Special Provisions, General Part 2 - Special Provisions (See next page) (Continued on next page) ~a ~~ PAGES 1- 5 6- 7 8-11 12-23 1- 2 3- 4 5- 7 8 9 10 11-12 13 14 1- 7 SPECIFICATION INDEX PAGES DIVISION 1: GENERAL REQUIREMENTS Section lA Special Conditions 1-2U Section 1B Temporary Facilities 1- 4 DIVISION 2: SITEWORK Section 2A Demoltion 1- 4 DIVISION 3: CONCRETE Specified on Sheet A-1 DNI5ION 4: MASONRY Not U sed DIVISION 5; METALS Section SA Structural Steel and Miscellaneous Metals 1 - 3 DIVISION 6: CARPENTRY Section 6A Structural Carpentry 1- 4 Section 6B Finish Carpentry and Millwork 1- 4 DIVISION 7: MOISTURE PROTECTION Section 7A Building Insulation DIVISION 8: DOORS/WINDOWS/GLASS Section 8A Glass and Glazing 1- 2 Section 8B Wood Doors 1- 2 Section 8C Finish Hardware 1- 6 DIVISION 9: FINISHES Section 9A Lathing and Plastering 1- h Section 9B Gypsum Drywall 1- 4 Section 9C Tile 1- 5 Section 9D Acoustical 1- 4 Section 9E Resilient Flooring 1- 3 Section 9F Painting 1 - 8 Section 9G Carpeting 1- 8 Section 9H Vinyl Wallcovering 1- 3 DIVISION 10: SPECIALITIES Section l0A Specialities 1- 4 0~ \~ PAGES DIVISION 11: EQUIPMENT Not Used DIVISION 12: FURNISHINGS Not Used DNI5ION 13: SPECIAL CONSTRUCTION Not U sed DNISION 14: CONVEYING SYSTEMS Not Used DIVISION 15; MEC~CAL Section 15A Plumbing Systems, Fixtures and Equipment 1 - 4 Section 15B Plumbing Systems Piping 1-10 Section 15C HVAC Equipment 1- 9 Section 15D HVAC Piping 1-10 Section 15E Ductwork 1- 6 Section 15F Mechanical Insulation 1- 5 Section 15G Temperature Controls 1- 3 Section 15H Test and Balance 1- 3 DNISION Ib: ELECTRICAL Section 16A Lighting 1- 3 Section 16B Interior Electrical 1- ~ ~~~ ~I IMPORTANT NOTE Any reference Lo Chula Vista Administration Building in drawings or specifications shall be understood to refer to Chula Vista Gity Hall. Any reference to Chula Vista Givic Center in drawings or specifications shall be understood to refer to Ghula Vista Technical ServicesBuildings. O~~ LI 1p SECTION A ~~- I ~O ¶ 425 Davis-Bacon Act Regulations The following clauses must be included in all contracts which arc subject to the Davis-Bacon Act provisiunc: (29 C.F.R. §5.5). 111 Minimum wages. lit All mechancs and laborers em- ployed ur working upon the site of [he work, or under the United Stales Housing Act of 1937 or under the Housing Act of 1949 in the construction or development of the project, will be paid unconditionally and not less often Chan once a week, and without subsequent deduction or rebate on any account (except such payroll deductions as are permitted by regula- tions issued by the Secretary of Labor under the Copeland Act 129 CFR Part 311. the full amounts due at time of payment computed at wage rates not less than those contained in the wage determination decision of the Secretary of Labor which is attached hereto and made a part hereof. regardless of any contractual relationship which may be alleged to exist be- tween the contractor and such laborers and mechanics; and the wage determination decision shall be posted by the con- tractor at the site of the work in a prominent place where it can be easily seen by the workers. For [he purpose of this clause, contributions made or costs reasonably anticipated under section 1161121 of the Davis-Bacon Act on behalf of laborers or mechanics are considered wages paid to such la- borers or mechanics. subject to the provisions of 29 CFR 5.SIa1llllivl. Also for the purpose of this clause, regular con- tributions made or costs incurred for more than a weekly period under plans, funds, or programs, but covering the particular weekly period. are deemed [o be rnnstructively made or incurred during such weekly period. (ii) 7'he contracting officer shall require that any class of laborers or mechanics, including apprentices and trainees. which is not listed in the wage determination and which is to be employed under the contract. shall be classified or reclassi- fied conformably to the wage determination and a report o[ the action taken shall be sent by the Federal agency to the Secretary of Labor. In the event the interested parties cannot agree on the proper classification or reclassification of a par- ticular class of laborers and mechanics, including apprentices and trainees, to be used, the question accompanied by [he recommendation of the contracting officer shall be referred to the Secretary for final determination. (iii) The contracting officer shall requve, whenever the minimum wage rate prescribed in the contract for a class of laborere or mechanics includes a fringe benefit which is not ex- pressed as an hourly wage rate end the contractor is obligated to pay a cash equivalent of such a fringe benefit. an hourly cash equivalent thereof to be established. In the event the interested parties cannot agree upon a cash equivalent of the fringe benefit, the question, accompanied by the rceom- mendation of the contractinK officer, shall be refered to the Secretary oI Labor for determination. (ivl If the con[mctor does not make payments to a trustee or other third person, he may consider as part of the wages of any laborer nr mechnnic the amount of any costs reasonably anticipated in providing benefits under a plan or program of a type expressly listed in the wage determination decision n( the Secretary of labor which is a part of this contract: Prooided, howrrer, Thu Secretary n( labor has found, upon [he written revues[ of the contraztor, that the applicable standards of the Davis-Bacon Act have been met. The Secretary of Labor may rcyuire the contractor to set aside in a separate account assets for the meeting of obligations under the plan or program. ©Revenue Sharing Advisory Service July 1977 _1_ ~~~~~ 121 Withholding. The (write in name of Federal agency) may withhold or cause to be withheld from the contractor sn much of the accrued payments or advances as may be con sidered necessary to pay laborers and mechanics, including apprentices and trainees, employed by the contractor or any subcontractor on the work the full amount of wages required by the contract In the event of failure to pay any laborer or mechanic. including any apprentice or trainee, employed or working on the site of the work or under the United States Housing Act of 1937 or under the Housing AM of 1949 in the construction or development of the project. all or part of the wages required by the contract, the (Agency) may, after written notice Co the contractor, sponsor. applicant, or owner, take such action as may be necessary to cause the suspension of any further payment, advance, or guarentce of funds until such violations have ceased. 131 Payro!!s and basic records. lit Payrolls and basic rec- ords relating thereto will be maintained during the course of the work and preserved for a period of three years thereafter for all laborers and mechanics working a[ the site of the work. or under the United States Housing Act of 1937, or under the Housing Act of 1949, in Che construction or development of the project. Such records will contain the name and address of each such employee. his cortect classification, rates of pay )including rates of contributions or costs anticipated of the types described in section 116112) of the Davis-Baron Actl. daily and weekly number of hours worked, deductions made and actual wages paid. Whenever the Secretary of labor has found under 29 CFR 5.51a11 lllivl that the wages of any laborer oc mechanic include the amount of any costs reasonably an- ticipated in providing benefits under a plan or program described in section IIb11211B1 of the Davis-Bacon Act, the contractor shall maintain records which show that the commitment to provide such benefits is enforceable, that [he plan or program is financially responsible, and [hat the plan or program has been communicated in wriEing to Che laborers or mechanics affected, and records which show the costs anticipated or the actual cost incurred in providing such bene- fits. lift The contractor will submit weekly a copy of all pay- rolls Co [he Iwnte in name of appropriate Federal agency) if [he agency is a party to the contract, but if the agency is not such a party the contractor will submit the payrolls to the applicant, sponsor, or owner, as the case may be, for trans- mission [o the (write in name of agency). The copy shall be ac- companied by a statement signed by the employer or his agent indicating that the payrolls are correct and complete, that the waKe rates contained therein are not less than [hose determined by the Secretary of Labor and that [he classifica- tions set forth for each laborer m mechanic conform with the work he performed. A submission of a "Weekly Statement of Compliance" which is required under this rnntract and the Copeland regulations of the Secretary of Labor 11'.9 CFR. Part :11 anJ [he filing with the initial payroll or any subsequent payroll of a copy of any findings by the Secretary of Labor under'29 CFH 5.51x11 lllivl shall satisfy this rcyuirement. The prime contractor shall he responsible for [he submission of copies of payrolls of all subcontractors. The contractor will make the records required under the labor standards clauses Revenue Snaring Handbook -Second Edition C 425: 2 \- of the contract available for inspection by authorized repre- sentatives of [he wwrite the name of age^rYl and the Depart- ment of Labor, and will permit such representatives to interview employees during workinK hours on the job. Con- tractors employing apprentices or trainees under approved programs shall include a notation on the first weekly certified payrolls submitted to the contracting agencies that their employment is pursuant to an approved program and shall identity the program. 141 Apprentices and trainees-lil Apprentices. Appren- tices will be permitted to work at less than the predetermined rate for the work they performed when they are employed and individually registered in a bona fide apprenticeship program registered with [he U.S. Department of Labor, Employment end Training Administration. Bureau of Apprenticeship and Trawnq, or with a State Apprenticeship Agency recognized by the Bureau. or if a person is employed N his fvst 90 days of probationary employment as an apprentice in such an eppren- ticeship program, who is not individually registered in the program, but who has been certified by thi BCtrea hot AApp ~c - ticeship end Training or a State App P ge y (where appropriate) to be eligible for probationary employ- ment as en apprentice. The allowable ratio of apprentices to journeymen N any Qeft classification shall not be greater than the ratio permitted to the contractor as to hie entire work torte under the registered program. Any employee listed on a payroll at en apprentice wage rate, who is not a trainee a9 de- fined in subdivision lul of this subparagraph or is not regis• tared or otherwise employed m stated above, shall be paid the wage rate determined by the Secretary of Labor for the clessi- firation of work he actually performed. The contractor or sub• contractor will be requred to furnish to the wntracting officer or a representative of the Wage-Hotu Division of the U.S. Depattment of Labor written evidence of the registration of his program and apprentices es well as the appropriate retfos end wage rates )expressed in percentages of the journeyman hourly rates). for the area of construction prior to using any apprentices on the contract work. The wage rete paid appren- tices shall be not less than the appropriate percentage of the journeyman's rate contained in Che applicable wage deter- mination. liil Trainees. Except as provided in 29 CFR 5.15 trainees will not be permitted to work at less than the predetermined rate for the work performed unless they are employed pursuant to and individuaay registered in a program which has received prior approval, evidenced by formal certification, by the U.S. Department of Labor. Employment and Training Administration, Bureau of Apprenticeship and Training. The ratio of trainees to journeymen shell not be greeter then permitted under the plan approved by the Dureeu of Appren- ticeship and Training. Every trainee must be paid a[ not less than the rate specified N the approved program for his level of progress. Any employce listed on the payroll et a train'enre~ who is not registered and participating in a traitdng p P' proved by the Bureau of Apprenticeship and Training shell be paid not less than the wage rate determined by the Secretary of Labor for the classification of work he ecWelly performed. The contractor or subcontractor will be regwrtd to furnish the contrectinK officer or a representative of the Wege-Hour Divi- sion of the U.S. Department of Labor written evidence of the certification of his proKram, the registration of the trainees, and the ratios and wage rates prescribed in that program. In Che even[ the Bureau of Apprenticeship and Training with- draws approval of a training program. the contractor will no Revenue Sharing Advisory ~ervjce July 1977 \ Q~ ''vvJJll -2- longer be permitted to utilize trainees at less then the appli- cable predetermined rate for Che work performed until an ac- ceptable program is approved. liiil Equal em p[oymen[ opportunity. The utilization of ap- prentices, trainees and journeymen under this part shall be in conformity with [he equal employment opportunity require- ments of Executive Order 11246, as amended. and 29 CFR Part 30. 151 Compliance with Copeland Regulations (29 CFR Part 31. The contractor shall comply with the Copeland Regula- tions 129 CFR Part 31 of the Secretary of Labor which are herein incorporated by reference. 161 Subcontracts. The contractor will insert in any sub- contracts the clauses contained in 29 CFR 5.51a1111 through 151 and 171 and such other clauses as the (write in the name of Federal agency) may by appropriate instructions require, and also a clause requiring [he subcontractors to include these clauses in any lower tier subcontracts which they may enter into, together with a clause requring this insertion in any further subcontracts that may in turn be made. 171 Contract termination; debarment. A breach of clauses 111 through 161 may be grounds for termination of the con- tract, and far debarment as provided in 29 CFR 5.6. [29 C.F.R. §5.51a11 Additional provisions which must be in- eluded are: I11 Overtime requirements. No contractor or subcontrac- tor contracting for any pert of the contract work which may require or involve the employment of laborers or mechanics shall require or permit any laborer or mechanic in any workweek in which he is employed an such work to work in excess of eight hours in any calendar day or in excess of forty hours N such workweek unless such laborer or mechanic receives compensation e[ a rate not less than one end one-half times his basic rate of pay for all hours worked in excess of eight hours in any calendar day or in excess of forty hours in such workweek, as the case may be. 121 Violation; liability for unpaid wages; liquidated dam- ¢qes. In the event of any violation of the clause set forth in subparagraph 111. the contractor and any subcontractor responsible therefor shall be liable to any effected employee for his unpaid wages. In addition, such contractor and sub- contractor shall be liable to the United Stales (in [he case of work done under contract for the District of Columbia or a terv ritory, [o such District or to such tertitoryl. for liquidated damages. Such liquidated damages shall be computed with re- spect to each individual laborer or mechanic employed in viola- tion of the clause set forth in subparagraph I11. in the sum of $10 for each calendar day on which such employee was re- quired or permitted to work in excess of eight hours or in ex- cess otthe standard workweek of forty hours without payment of the overtime wages required by the clause set forth in sub- paragraph I11_ 131 Withholding for unpairi u~aKes and fiyuiduted dam- ages. The (write in Che name of the Federal agency) may with hold or cause to be withheld, from any moneys payable nn ac- count of work performed by the contractor or subcontractor, such sums as may administratively be determined to be neces- sary to satisfy any liabilities of such contractor or subcontrac- tor for unpaid wages and liquidoted damages as pmvidtd in the clause set forth in subparagraph 121. Revenue Sharing Handbook -Second Edition 141 Subcontracts. The contractor shell insert in any subrnntrac[s the clauses set forth in subparagraphs 111. 121. end 131 0( this paragraph and also a clause requiring the sub- contractors to include these clauses in any lower tier subcom tracts which they may enter into, together with a clause requiring this insertion in any further subcontracts Chat may in turn be made. [29 C.F.R. §5.51c)] 425:3 C C ©Revenue Sharing Advisory Service July 1977 ~no~~ -3- Revenue Sharing Handbook -Second Edition 426:1 ¶ 426 Forms WFi:;47 And WH348: U. S. DEPA~1'MFN7 OF LABOR Each cunaaco~r or subcontractor sh:;ll furnish the recipient government, within seven days steer the. regular payment ciacc of the weekly payroll period, a scacemcnc with respect to waxes paid to each of t.`IC con~xctor's emp~oyc. The reverse side of the WH3d7 will satisfy chc rcyuircnn,nts of WH348 (i.e., the same information is on the WH343). U.S. DEPARTMENT OF LABOR WAGE AND HOUR DIVISION INSTRUCTIONS FOR COMPIETIN6 P~11ROlL FORM, WH•3~1 General: 7Te use of WH 017, payroll term. is not mandswry. Thb form Ness bem made avallaDle for the tun- vmlence of comvaon and aubconmacton rryuirM DY their Federal or Fedenlly~aided cenatrvulondYpe cunlnen and anbcontues to rvbmil weekly DaYrolls. Properly OIIM out. Ihla form will utiafy the requirements of Rqu- lauona, Parrs J and 5 (79 CFR. Su bride A), as m PaYrolla submflte0 In <onnecllon with connada anolR+ to the Davis~Bacon and related ANa. Thla form meeu neada courting from the amrndmml of the Davb Bacon Ad to Include fringe bmellb provhiona. Under this amended law. the contractor is required to pay not Inc IAan fringe benefits as peed Nermined by Ih< Depa rim em d Lsbor, in addition to payment of nut lea than the predeterm toed rUn. TAe contractor's obligation to psy fringe bmefib may De met either by payment of the fringe to Ihr varloua plans. funds. or prog rams or by making Noe payments to the employen as nah in lieu of Iringes. This psy roll provldn for t!e <oNrsetor'a showing on Ihr lace of the DaYroll all monies paid to the employm, whether a Daam rare or sa cash in am of cringe and provides for Ihr eonlraclor's repreamtstlon in the slut` meat of compliance un the rear of the payroll that h< is Dating to othen fringe required Oy the cunuact and nut paid a ooh in lieu of triages. Deviled instrv<liuna cuncernine the preparation of the pryroll totter: Cuntraatur ur Subcunlnclor: FRI in your arml name and chRk approprla:e box. Addrna: FIII In your arm's addrn>. Column 1 ~ Name, AJJ rasa. and Stn~ial Security number of F.mployK: The employee's full name mull be shown on each wsekly puyrull submitted. 'rhe tmpluyK'x addrma meal also De shown on the payroll covering the lint reek In which the emDloyK works un the prgRl. The addrma need not b< shown on mosaqumt weekly payrvlla unless hla addrma changes. Although not requirN by Regulations, Parts 3 and 5, spate is avallaole in IAe name rod addros aRlion ao That Social SRb city nu moan mat De listed. Column Z ~ WflhholdinR F:aem pliuns: This column is merely inserted for Ih< employer's convenience and is not a requlremenl of Re{ulationa, Ya rb J and S. CYlumn 7 ~ Work Cleaaif¢a DO V: Liar daaificulon dn<riptive of work acre dry performed by employees. Cam null daaaificuiuna and minimum wage schedule sal forth in contract apRlaotlons. If additional dusifitaliuna are domed necmary, an Con«scting lNficer ur Agency repreentative. EmployK may D< ahuwn a Navin[ worked In moo IAan oar daaificallon provided atturue Dreakduwn of huun w worked is maintalnetl and shown un submiuN payroll oy uK of sepantr line <ntrie. Column 1 Hours Worked: On all coronets aubjRt to the eOnlratl Work Houn SUndarda Ad enter as over- time hour all Nov ra corked in eacesa of 8 huun Der dry and 60 hour • week. Column 5 ~ Tool: SNhn planatory. II Column 6 ~ Ran of Yuy. laded mR Fringe Bendier. In atrughl lime boa. IiH sate sl hue rlY rue paid Ihr employee fur +trngM ume wurkeJ plus any uah in lieu of fringo paid Ihr employee. When rccu riling the atraiRAt Nine hue rly ra1r, any nth paid In Neu of fringe may De ahuwn sepualNy from IAe basic role, rhea sa95/./0. This i+ of aaiuanae in <urredlY vompu ung overUm e. SK'f'ringe Rendiu' below. In uv ertime boa show uvenime her rly rue Dsid, plm any cash in lieu of Iripg<a paid the rmpluyK. SK 'Fringe BenNib' below. Payment of nut lea Than lime and une~half Ihr bean' ur regular rate paid a required for overtime under Ihr Gminat Wurk Hours Standards At1 of 196g. In addition tq prying not Ina Ihan Ih< predetermined ale fur the dufificuiun it which the emploYK works, the cool ractur shall pry to approved plans, fu ails, or prugnma ur shall pay a euh in liw of fringK amounb pradeterm fined as fringe beneflu in IAe wage daebwn made paN of Ihr contnet. SK 'FRINGE B EN CFI TS' below. ®Revenue Sharing Advisory Se1rvice Jan~ry 1977 4~ -4- Revenue Sharing HafWDOOk -Second Edition 426:2 FRWGC REN EFI TS - Cuntraanra who pay all rquired fringe ben lib: A <omrsctur who pays fringe benMb to approved plans, funds. m prug ra ms in amuunv ram less Ihan were daermined in the applicable wage decision of the Secretary of Labor shall continue to show on the face of the payroll the basic cash huu rly rate and over time rate pain 1o his employees just as ht has always done. Such a contractor shell check puagraph 41a1 of Ibe slalemmt on the revere of ih< payroll la indicate IAat he is also plying lu approved plena, funds, ur programs not Ina than Iht amouN DreA eterm fined as fringe bendn> fm each colt. Any acep0om shell be noted in Sedbn ale) Contractors who pay no fringe benenla: A convector who pays no fringe bmerlu shall pay m the anployn, and insert in the atraigN lime hourly rate column of the DaYroll. ar amnu rat not ten than the predeerm fined rate for uch clasaihcation Diu the amou nl of fringe bene0ls determined for each dsniflcation In the applicsble wage de eialon. inumuch a i1 is not ngmary is pay lime and • half on cuh paid in lieu of fringn. the overtime tale still be not Ina Man the mm of the basic predetermined rate, Plu• the half time premium on bole or regular rate. plus the required uah in liq of fringn a1 the straight time rate In addition, IAe contractor sh ell cheek paragraph {(b) of M< sluemem on the reverse of the payroll to indicate that he U pging fringe bmtfils In osh dlrmtly to Ala emDloyen. Any ncepliana shill be noted in Section {(c). Uae of SeNOn 8(c). Fsceptions Any contractor who u making pgment to approved plans, Nnds, or programs In amounb Ina then the wage determinadon equlres b obliged to pay Me ddlclenq dlrtaly to Me emDloyen a cuh In Ilea o/ langes. Any eacep0pns to $ecDOn 1(a) or efD), rhlchever the contnaor may check, shall be entered in Seaton L(c). Enter In the EacepOOn column Me cnlL and enter In Me Eaplanallon column the hourly amount paid Mt employee as uch In Ileu of Iringn seed the Aour1Y •moum pall to plans, funds. or proguma a fringn. The conirsdor shall pay. and shill shot Nat Ae la Aging to ncA meh emploYn for ail houn (unlns omerrbe provided by applluble daerm lnallon) worked on Federal or Federally aubted prolat an amount not Ise Man the Dredetermined rate plus cuh In Ilea of Wnq a shown In Seetlon ~(c). The tale paid atW amount of cash paid In Ilea of fringe bmdlu per hour should be entered in column g on Me payroll. Sa paragraph on 'Conlraaora who p:y no frM{e bandits' for compuhtlon of overtime :ale Column 7 ~ Gmu Amwnt Earned: Ennr gross amount earned on thb project. If pan of the emploYns' weekly rage was nrnrd on projgts uch er th+n Me praj set described on this payroll. ennr in column 7 tint the amount euned on Ue Federal or Federally anislN pro)ed and then the grow amount nrned during the week on all proieaa, thus 167.00/ 140.00. Column 8 - Deductiunx: Five mlumv u< provided fur showing deducllona made. If more than live deductions should be involved, mt Oral 8 columns; show the bd anee of deductions under 'Other' column; show acted total under 'Told Deducllon~ column: and Yn the dtachmed to the payroll describe the deductions comeined In the 'Aber' rolumn. All deductions muss be in attordann wish the Drovblons of the Copeland Act Regulations. 49 CFR. Pan 5. If the employee worked can olhcr Jobs in addiUOn to thin pro)at, show aetud deductions from his weekly gross wage, but indicate that deducions are bued on his gross wages. Columr.9 ~ Net Wegn Pald for Week: $tlGes plan story. Total• ~ Space has Dnn Idt al the Dottom of IAe eolum na so That tools may be shown if the conlratlor so dnirn. Sulemml RfQulred by Regulations. Pans J and 5: While fhb form raced not be nourised. the atatemenl on the back of Iht payroll is subject to the penduef provided by IB USC 1001, namely, ponibh impriaonmenl for 5 yeua or tI0.00LL00 One or both. Accordingly. Me party signing this rquirM autemem should Aave knowledge of the hm tepee+emed as true. Space hu been provided between 0ems 11) and 121 of the loom ant for describing any deduction made. If all deductions made art adgmtely dmcrlbtd in the 'Uaduaiona' column above. sole 'See Deduruom column in the payroll' See paragraph mulled 'FRINGE BENEFITS' above for loll ruaiona cunc<rning Oiling out paragraph ~ of the sbmmene Revenue Sharing Handtyook -Second Edition ©Revenue Sharing Advisory Service January 7977 _5_ `oo~f~l Q Q _~ rn ..o.<on; .4. ~. ~-~. -.~...._..- .. __.. Y 1 OVJ'v... W ...W ..L. ..O ~Pr..~O...a~t Dan r baary au V r III Tau l Iq sr wpaYW M Ipnf•u11R< peraNa slle>N Rr en ab IlwNy r.rq Irru....rw....a.•r - J ~ : Ibr Burly Ya INree W W <urrfe<iy u W ~ If N . s 4rN If_.ed Ndiq ••_te> all I<ne•< rrllsrN N rRM IrM•<r RR•f R<N Iald Of frN .IyR1Y .at. NmN, frN N. rAevr b.• Rr.• er NI M rNe drRn 4rrdl o: i•<ud> M er en \dW d Nid trot W Me IlN•Wr M wYWW1 •rAlr .•. r! rrefd ff eRp f<aNR Nd 0a1 N dNYNOea R•Yr \lN .tad<OIINr ulr<fff Of J mlin«r Let Ar 411 •yo muN f1 a•Y pfrwa rMr 1!b Mmbnalf dduniona .. dd1nN .lRr m1u laf CgdaN N 1 <rn• rR f N \ 1 . ry < r > w R.p.l»m•, Ln ] I1% l iR f•.Luer AI, iaw A.a r .nrnaA IN Aaa 9a,U fu< IOf. TT Lea 961; Ti Ae<7A;au U. f. C. ft&A W is maN Ne•: Itl Tol N/ I•rr•N• e:!<rViv yedrr Ifia <NYM rq•4N M Lwl.Nn~Nra1.M gna4re prnoC arf r.nal •r.< rvrpln ~ Na11R<.ary /aW Isf labnn o1 n. Rr• net 1.. Uo rM qpl <cMf •at<uM rwumN le ant yie dNnninaua+ IrmogeWN NH Me <uvaq Lal dx durfuRU. M ferfL dnr4 Mf frf labor w rnRanl<<snlorr r.M a .«L f. v.n•rwN Ill Ra: anp aptrmwr .nNc>N M Af abY< -rdd m dub rRn1oN M i bN ftr glne<maq prnpar rgnurN nIf • flak epprmYrnRlp aN.<p rnolnuN Rr ff Wm• d Apymuny Rat TnW Y• UNN 5urs P9arrrVl d Lebr. sf U Re w<\ rs.t•Yfd prV> ••nV re • au¢ w rgldfrN .A d• WuN d AlMnro\y aM Tuincp UNkd fur.. Ogannwed Labr. ' NI Tbc 1• IRf Nwep Ran 1w er •JI be rf6 W Hpupiak p4ram fM IR• fendrl d wd enplep<n, urgl a wIN IR fnrwn <I r'. Yde•. IfI V/11 Y.Ne /'YINGG N/:V el'1'h Af 1: MIU IV Mill ^-1~<R Wbrer er rabd< WW la Iff ebYf rArn sN Iaywll YN \ea pid, n IeLOId o V• Ia1r•U, a• a+•ul wr 1: a Van v. wn •! . gplkeRlr 0w< Reyrl> •q• nlf IWr Ar awwal d Sr nlmnJ If:•t• f.NAU N 11•ud le IR<NeRaq <•<ql a Revd V ,y:yr.. N<I Ma•. Iq fscenlals Vua aM nhY sLrarvwl lel VIN IIV I: YfIG:e fLN YYITf AL[ IMU T11 AIYROVYU RANT. YUNtIf, ______~ __ UN I'xrxlRAlIS y I ,~~ ~~~'"~'~, frrr .R; V\ rat aV Harnarr Ur . I p ar.r .r rnr '. Vrr~r•.ry r • r. n ,r • rrrjrrYN1 ~<r 114~nX rY n:itV''Ifn1<w •r ,• . I..Y<nJa Ir Pr \urr R.wdp vp obr Ia:J W ur! IaOem yr rMeRk >r<iw+ • . ~.' Ir•vd w Or H..•• rbnnrd Iq roll. Ia>Mnn ..I 4:aN• Rrndm •~,•Irfir.w•~•. w..r •~... ..• ro '-- 427: 1 ¶ 427 Contractor Responsibilities Under The Davis•Bacon Act T6c recipient government must satisfy itself that the contractor (and subcontractor) is aware of his labor standard responsibilities under the Davis-Bacon Act (31 C.F.R. § 51.33(6)). A contractor's responsibilities arc enumerated in Part 3 of the Davis-Bacon regulations: PART 3-CONTRACTORS AND SUBCONTRAC- TORS ON PUBLIC BUILDING OR PUBLIC WORK FINANCED IN WHOLE OR IN PART BY LOANS OR GRANTS FROM THE UNITED STATES Sec 3.1 3° 3.3 3,} 3.5 3.6 3.7 3.8 3.9 3.1(1 3.11 Purpose and scope. Definitions. «'eekly statement with respect to payment of wages. Submission of weekly statements and the presen'ation and inspection of weekly rtvroll records. Payroll deductions permissible without ap- plication or approval of the Secretary of Labor. Payroll deductions permissible with the ap- procal of the Secretary of Labor. Applications for the approval of the Secre- tary of Labor. Action by the Secretary of Labor upon applications. Prohibited payroll deductions. \Iothods of payment of wages. Regulations part of cnntrtct. Ac°ruoiuTr: The provisions of this part issued under P..S. 161, sec. ?, d`~ Star. RkB; Reorg. Plan No. 1-1 of 1750, 6~ St;tt. 1?67; 5 I?.S.C. 22, 133z- note; ~0 li.S.C. 276c. § 3.1 Purpose and scope. This part prescribes "anti-I:irkback" regula- tions under section 3 of the .Act of .June 13, 173, as amended (30 1 .S.C. °7frc), Popularly knor~~n as the Copeland .1ct. This P:u't applies to any con- trart which is subject to Federal wage standards and which is for the construction, prosecuUott, completion, nr repair of public buildings, pablie works or buildings or works financed in whole or in part by loans or grants from the L nited States. The part is intended to ;titl in the enforcement of ©Revenue Sharing Advisory Service January 1977 ~~ -8- the minimum wage provisions of the Davis-Bacon Act and the carious statutes dealing with Fed- erally-assisted construction that contain similar minimum wage provisions, including those provi- sions which are not subject to Reorganization Plan No. 14 (e.g, the College Housing Act of 1950, the Federal 'iCater Pollution Control Act, and the Housing Act of 1959), and in the enforcement of the overtime provisions of the Contract `York Hours Standards Act whenever they are applica- ble to construction work. The part details the obligation of contractors and subcontractors rela- tive to the weekly submission of statements re- garding the wages paid on work covered thereby; sets forth the circumstances and procedures gov- erning the making of payroll deductions from the .cages of those employed on such work; and delin- eates the methods of payment permissible on such work. 3.2 Definitions. As used in the regulations in this part: (a) The terms "building" br "work" generally include construction activity as distinguished from manufacturing, furnishing of materials, or servicing and maintenance work. The terms in- clude, without limitation, buildings, structures, and improvements of all types, such as bridges, dams, plants, highways, parkways, streets, sub- ways, tunnels, sewers, mains, powerlines, pumping stations, railways, airports, terminals, docks, piers, Wharves, ways, lighthouses, buoys, jetties, breakwaters, levees, and canals; dredging, shor- ing, scaffolding, drilling, blasting, excavating, clearing, and landscaping. Unless conducted in wnnection with and at the site of such a building or work ns is described in the foregoing sentence, the manufacture or furnishing of materials, nrti- cles, supplies, or equipment (whether or not a Fed- eral or State agency acquires title to such mate- rials, articles, supplies, or equipment during the course of the manufacture or furnishing, or owns Lire materials from which they are manufactured Revenue Sharing Handbook - Sewnd Edition ur lln'nishrd) is not a "buidin;;" or "o~ork" with- in thr nu~:utiug of the rcgul;uimts in this part. (bj "I'he leans "t'ou,u~nrtion," `'prosecution;. "conyiletimt," or .`repair" nu;ut all t}'pry of ~wrk dente on a particular building or sock at the site thereof, including, ~cithout. limitation, alteriuhT. remmleling, painting and decorating, the trans- portin;; of nurteri;ds and supplies to or from the building or work by the employees of the construc- tion contractor or construction subcontractor, and the mvtufachtring or furnishing of materials, articles, supplies, or equipment on the site of the building or work, by persons employed at the site by the contractor or subcontractor. (c) •phe terms "public huildinf%%' or "public lvork" include building or work for whose con- structicn, prosecution, completion, or repair, as defined abocr- a Federal agency is a contracting party, regardless of whether title thereof is in a Federalugency. (d) The term "building or work financed in whole or in part b}' loan's or grants from the United Shues'• includes building or o-ork for .chose construction, prosecution, emnpletion, or repair, as defined above, payment or part payment is made directly or indirectly from funds provided by loans or grants by a Federal agency. The term does not include building or work for which Federal assistance is limited solely to loan guaran- tees ur iusnrutce. (e) )Jcery person paid by a contractor or sub- contractor in any manner for his labor in the con- struction, prosecution, completion, or repair of a public building or public work or building or work financed in whole or in part by louts or grants front the [ ailed States is "employed" and receiving "wages," rrg:u-dless of any contractual relationship alleged to ecist between him ;utd the real rmployer. (f) •1~6e term ":wy nlFiliatcd person" inrhules a spmwe, child, parent, or other closerelstice of the contractor or subcomractor: a partner or n(hrer of the contractor or subcunn;v•tor; a corporation closely connected with the contractor or subcon- tractor as parent, subsidiary, or othencise, and an olhcer or agent of sorb eorpurutiun. (g) •1'he tervr "Federal agency" me.-ns the United Srtttes, the District of Columbia, and all e~ecutice departments, independent establish- ments, administrative agencies-, and instrumental- ities of the Cnited States attd of the District of CRevenue Sharing Advisory Service January 1977 ~'D~~ -9- t 427:2 Columbia, including corporations, all ur subst;ur Bally all of the stock of which is beneficially olyned by the i-uited States, by the llistriet of Coltunhia, or any of the fmrgoiug dep;u'tments, establishments, agencies, and lust rumentalities. § 3.3 Weekly statement with respect to pay- ment of wages. (a) As used in this section, the term "em- ployee" shall no[ apply to persons in classifications higher than that of laborer or mechanic and those who are the immediate supervisors of such em- ployees. (h) I?arL coat ractor ur subrmttractor engaged in the coact ruction, prosecution, completion, or repair of ^uy pablir building or public tyurk, nr building ur tmrk tiu:utrrd iu whole or in p:ut by lo:u:s or grants from the (-oiled Shttes, shall hnvish earl week a yhttcment with respect to the ~yu~re. paid rn•li of its eniplovecs eu;*uged un wort; coerced be this P;u•t ~ and Yurt 5 of this ('hapter Jnrin~ the preceding w'eelay payroll period. 'I'bis statcntcut ?hull be executed by the rmurnrtor ur subrontractot• or 6y an authorized officer nr employee of the contractor or suboon- trnrtnr tyho supervises the payment of wages, ;end skull he ou form R'II 3~R, `'Statement of Com- plianre'•, or on :ut identical form on the hack of \\'I[ :54., "P:nroll (For Contractors Optional [-ml° or un :uiv fora: with idrntirt] wording. ~;nul~le rnpics of \~-I[ :;fT :tad R"[f ::fR may be ohtuined Ilnm the (+occrnment contracting or spou,.arine a~mnay.:uu1 Topics of these forms may he pnrrL:ned ;U the Gocernuu•nt Printing Office. (c) The requirements of this section shall not apply to any contract of S°-,000 or less. (d) Cpon a written finding by the head of a Federal agency, the Secretary of Gabor may pro- vide reasonable limitations, caria[ions, tolerances, and escmptions from the requirements of this sec- tion subject to such conditions :ts the Secretary of Labor may specify. § 3.~1 Submisimt of w'cekly statements and the pnr.ervatiun and inspection of weekly' pa)'- roll records. (a) P•.ach weekly statement required under § 3.3 shall be delivered by the coat ractor or subcontrac- tor, within seven days after regular payment date of the payroll period, to a tepresentatice of a Fed- eral or State agency in charge at the site of [he building or work, oq if there is no representatice Revenue Sharing Handbook -Second Edition C~ C 427:3 of n Federal or State agency at the site of the building or work, the statement shall be mailed by the contractor or subcontractor, a~nhin such time, to a Federal or State agency contracting for or finauring the buildurg or work. After such esam- ina[ion :uxl check as may be msde, such statement, or a Dopy llrereof, shall be kept available, or shall be transmitted together with a report of any vio- lation, in accordance with applicable procedures prescribed by [he united States Department of Labor. (b) Each contractor or subcontractor shall pre- serve his weekly payroll records for a period of three years from date of completion of the con- tract. The payrol I records shall set out, accurately and completely the name and address of each la- borer and mechanic, his correct classification, rate of pay daily and weekly number of hours worked, deductions made, and actual wages paid. Such payroll records shall be made available at all times for inspection by the contracting officer or his au- thorized representative, and by authorized repre- sentatives of the Department of Labor. § 3.5 Payroll deductions permissible without application to or approval of the Secretary of Labor. Deductions made under the circumstances or in the situations described in the paragraphs of this section may be made without application to and approval of the Secretary of Labor: (a) :Any deduction made in compliance with the requimmwrts of Federal, State, or local law, such as Federal or State ~~ itbholdin~ income taxes and Federal social axurity lases. (b) Any deduction of sums preciously paid to the rmployee as a bona fide prepaymetrt of wages when sorb prepayment is made without discount or inh•rrst. :~ '`bona fide prepa}'meHt of wages • is considered to pace been made only when cash or its- equivalent has been advanced to thr, person employed in surly '";'Hoer as to give him complete freedom of disposition of the advanr_ed funds. (c) Any dcductio„ of amounts required by court prorefls to be paid to nnothrr, unless the deduction is in favor of the contrrctor, subcon- Cractor, or any afTiliah~d person, or whiny collusion or rollnbnrrtion exists. (d) :Any deduriiou cou,iinitiH ,r cunt r,lrution on 6ch:df o[ the persnu employed to funds estnb- CRevenue Sharng Advisory Service J~a_n~/u'a'~y'ry-~~f17977 ~V v lished by the employer, or representatives of em- plovees, nr both, for the purpose of providing either from principal or income, or both, medical or hospital care, pensions or annuities or retire- ment, death benefits, compensation for injures, ill- ness, accidents, sickness, or disability, or for insurance to provide any of the foregoing, or unemployment benefits, vacation pay, savings ac- counts, or similar payments for the benefit of em- ployees, their families and dependents: Prozided, houez~er, That the following standards are met: (1) The deduction is not otherwise prohibited by law; (2) it is either: (i) Voluntarily 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 collective bargaining agreement between the contractor or subcontractor and representatives of its employees; (3) no profit or other benefit is otherwise obtained, directly or indirectly, by the contractor or subcontractor or any affiliated person in the form of commission, dividend, or otherwise: and (4) the deductions shall serve the convenience and interest of the employee. (e) Any deduction contributing toward the purchase of United States Defetlse Stamps and Bonds when voluntarily authorized by the em- ployee. (f) Any deduction requested by the employee to enable him to repay loans to or to purchase shares in credit unions organized and operated in accordance with Federal and State credit union statues. (g) Any deduction voluntarily authorized by the emplo}'ee for the making of contributions to govermnental or quasi-governmental agencies, such as the American Red Cross. (}r) Any deduction, voluntarily authorized by the employee for the making of contributions to Community Chests, Lnited Givers Funds, and sanilar charitable organizations. (i) Any deductions to pay refnilnr union initia- tion fees- :urd membership dues, not including fines or speci:d assessments: Proz•ided, hoteever,'Ihat a collective bargaining agreement between the con- tractor or subcontractor and representatives of its employees provides for such deductimzs and the deductions are not otherwise prohibited by law• -10- Revenue Sharing HarWiiook -Second Edition -- _ ~ N ~r ~i r7 - ~ ~-~~ 6-29-79 Vol. IhNO. 127 BOOK 1: PAGES 37887-38150 BOOK 2•. PAGES - 38151-38436 SAN DIEGO PUBLIC LIBRARY JUL 9 1979 SCIENCE ~ -? -; - RY ~ ~ LI ' t`.ALL=O;i^:IA Uf3i'...~1{ :. _,. ,..,:.. ':I ~M" 1 1 v ` Book 1 of 2 Books Friday, June 29, 1979 Highlights - 37900, National School Lunch and Child Nutrition 37901 USDA/FNS establishes criminal penalties for misusing Eunds, assets, or property; effective fr29-79 (2.documents) 37896- School Food Programs .USDA/FNS announces 37899 eligibility of mentally or physically handicapped persons; effective 8-29-79 (4 documents) 38154 Indian Education HEW/OE proposes to revise program regulations; comments by 6-28-79 (Part V of this issue) X8142 law-Related Education Program HEW /OE publishes program regulations for governing grants and contract awards; comments by 6-28-79 (Part IV of this issue] 38268 Outer Continental Shel} Interior/BLM implements changes in Mineral Leasing end Rights-of-Way Granting: effective 7-3x79 (Part IX of this issue) 38236 Inmates JusticeJPrisons Hureeu finalizes rules regarding control, custody, care, treatment, and instruction; effective 8-1-79 (Part VIII of this issue) [2 documents) 38416 Bilingual Education I-IEW/OE proposes to govern the award of grants; comments by 8-28-79 (Part XVH of this issue) CONTINUED INSIDE Decision Ito. CA79-5124 P[xdeR ~UIPMENT oPeRA7oRS ICOnNdI Page 7 Group 6+ Aaphelt or Concrete Plant Eng loser[ Asphalt o[ Concrete 6pce ad log Opera to[ (temping o[ tin leh ingll Asphalt Pavlrq Naehlne- Operato[ Iee[ber C[eene o[ slnllac type)1 Automatic N[b Machine[ Belt Splice[ o[ Wlesnl[ecs BRL Lim Roed Pec tors Magee[ Pac to[ o[ stalls[ Operators B[ldge Cu ne Operator[ B[Sdge type On bade[ end IU[nteble Opecaton Get-ln-piece laying Machines combinetton Mixer and compre coot Operator (gunlte wrq s Concrete Mlxe[ and Conp[eeao[ Open toc (gunlte w[kls Concrete Mixer Ope[ato[ - peving (after [pair ed)s Crone operstor (up to sod lnclud log 23 ton eepeclty)lOlle[ [spats ed)(mrq Boca paY epplfeW le)s Ccu ahing Plant Opeca[o[ (oiler requ l[ed)IrAece conm,e rc lal pmrc[ Ss swt used. no lees Nen one Genecato[ Opereto[ fie [pulradls Deck Engine Ope- [atorl Drill Dx rocs Elevating Glade Ope utors Gradall Oper ato[ (oils[ r [pals ed)1 Grade Checkers Grouting Machine Operators Guard Rail Poet D[Ivar Operators Beevy mty Repa It cons mist Opereto[ (slog le druv - Butk'BOtec - Ch leego Boom and stmt tar type)[ 0oiet Opera [o[ I1 or 3 d[ue)s Rolmn Belt Loader and elms tar type (when tw o[ voro ere ~~ ~ w[k Sn9 Logethec an eddltlonal employee eha 11 be rpui[ed)s LeTOU[nesu Blob compec[or or simile[ types Llft Mobile Ope uto[ toiler cpulcedls Litt SIW Machine Ope uto[ Ivag tbo[q and simile[ type e)1 Ma [edal Heist ~, Operator (1 drum)! MueRing Machlna Operator (1/1 yd.)loller required)[ !~ (rubber tlr ed, [ell or track typell PSle Ofvec Operator (oiler requ l[ed)~ y Pneumtle Concrete Placing MacAlne Operator (Beek ley-Presswe ll o[ elm- lies typels Pneum tic Beeding Shle ld ([unne l)s Pumpcrete Gun Ope[a[ory Pole[ Gnt[y Crane Ope[e[ors potery D[111 Operamc (excluding Glaeon type)Io11e[ required)! Rubber-tired ¢ac th Movlnq Equipmnt Ope[ato[ p ingle engine - Gcerp111aq Euclid, ANey Wagon - wale[ pulie end s lmller types riN soy sod ell attaehmente up [0 50 cu. yds. struck)[ Fubber-t Sr ed 8<[epe[ Operator (ae if-load log paddle wheel type - John Dean 101 sod elmller slog le unit)1 Skiploeder Bperator Iwheel oc treek type, we[ 14 yda. up to and Sncludln9 6y yds.)! Stings[ Crane (AUat1n- Nesters-Pettibone o[ dmllar typal (ova[ 5 tone)! Su[[aee Bee[era and ) Planer Operator[ Ts actor Compreeeo[ Drill combination Opeuto[s Traeto[ 1 .Operator IBUll coos r, tamps[, Scraper, end Puah 2uctoq elrq le eng lee)( iY cosh log Mech lee Operator (eve[ 6 tt. depth capeclty - mnuf ectu[e[s reting)loller requ Sr ed)s T[nnal Ixaeotlve Opeutor. (10 to 30 tonsil Onlvaresl Pqulpment Operator IShwel, Beckhce, D[agllne, Clamhe ll, up W and Sncludlnq 1 cu. yd. M.A.C.l to liar repair ed)(mrq Boom pay eppli<Wlels xe fide[ (genece l) 0[oup 7+ Autamtic LSneau Tenelon Machine ([w Ope rotors [equired)s ' Cane Open to[ love[ 23 tone, up to and Snelud log 100 ton M.R.C.) (Corp Boon pay appllcW lei (oiler requ fired)! Derr 1<k Barge Operator (oiler requ lr ed, up to 100 tone)(ove[ 100 tone, Id remn o[ Oiler' cpuSc ed)s coal D[um Mlxee (oiler [equl[ed)1 ilo tat OpeutO[ (2 0[ ] druv w1N boot/ ee[aehmentls BoieG Ope[eco[ (Stilt Leg. Guy De[[lck o[ elm Llar type up to 100 ton eapacity)IOlle r51equ,r `.emrya ~P" appl leaEle)s made[ Ope[nto[ (ANey, Euclldr Monoull locomotive Operator (dleael, gse or elec[c!c)s Motor Patrol - BLde Oparatorl Multiple ETg the Sr ac to[ Operator IEUelld and elmtlar typo. except Quad 9 G[U Party Ch le ([ P[e-at[esaed M[apping Machine ' Operator Itw Ope utou requ Sr edls Rubber-!Sled Ln[N Mot/ ln9 Lqutp- vent Ope[eto[ Imulilple eng lee, Euclid, Gte[Peto[rlCrarle[land wheel up to 50 cu. yds. atr uek)s 2t actor made[ Ope typewe[ 6y yds.)[ 7r actor Operator (boon stta<hmentel (over 10 Ct. boas, o/lec requ lc ed)s 7we[ Crane Operamr (tw Ope[a[Ore requ lc ed)s ItPra[ Ccena Repel[m ns Onlve[ael Equlper nt Opera to[ (Shovel, Backhce, Dragllner Clamshell, war 1 eu. yd. M.R.C.)P Melds[ - eertlEleds welde- r Basvy Duty Repa Srmn combinatlans Moods MSaer Operator and ONe[ simile[ Pugvlll 97u lpmnt _ . DECSSiOtI MD. CA79-5124 -:--- .- - Crndt: Opera for (one Grade Checker end one edd It lane 1. ^evployee requtred)s Au cam tie Slip my Ope[ato[ (Grade LTec ker and onp edd ltdonel employee requS[ed)s Gsna Operator (Duce 100 tone, tw Opa u[o[a required, mng Boom pay appllcWle) s Ldve[mn (dredge) s Maae Exesvato[ !Relator (tw o[ more Ope rotors erW Ol le[ required, lees Nan f 730 eu. yds.)[ Meehanienl Plnleh log Hach lee Ope rn tors Pbbl le Porm Sr eveler Operators sb to[ Patrol Operator (moult/-eng Sne)s Plpe Mobl la Mach Sne Ope- cam[ (tw Operators [purled) [ Rubber-tired earN vw log equlpmnt Ope- [am[ (multi-eng lee, Euc ild, Gte[pillar end simile[ type most 50 cu, yds. etruck)s Aubbe o-ticed 5<upet Ope taro[ (push Sng one anoNec rlthout Push Gt, PueA Pull - $. 50 per hour addltionel to base utels Rubber-tiled Se 1L mading Scrape[ Opera for Ipedd la wheel - Auger type 6e if Loading, 1 0[ vale unites Polnr C[sm Operators Sandev Pqulpnent Opeceto[ (3 units on ly)s Sandem It actor Operator (Quad 9 0[ afmi la[ type)! 1lrnnel MOla eo[Sng Mach lee Opaca[or Paae 8 i B fdaga 6w,diea Pry.var+ e u N av.ly Edvc.nse Raru ~N 6 M P.e+lu+ Vacation „d/e. APPr. Tr. w N N T '+1 Ol a ns .d-. 70 CO m~ n C •~--• a da z O e+ V 'r] CL G 7 A 2 O_ n m Group 9+ Gnel Llns['or 741nmr Ope rotors (not less Nan [our ({) employees requ lr ed - Oiler, xe ldtt - Meehenie end Grade Cheekecls Bellcopte[ PSlots Big hung Gbleway Operators pevnte controlled .Perth Mw log Equipment operator (no one Operator Wall operate core Nsn tw places o[ earth awing vqulpmnt et one riot/) (51.00 per hour eddltlonal to base rete)s Rheel Bxcevstor Ope uto[ (ova[ 750 cu., yds. per hour, tw Ope[stora and One Ollao end [w Baavy Duty Repairmen requ lred) ~ ' ppWO! ~OIPMENT OPEIU10P9 DR¢OGING (Bydraulic Suction Dredge) LEP0IMAH MA1CB CNGINEERIWeldet DECAMATE NINCAMAN (Stern Winch o[ Dredge) BARGFNAtfs Dockhands !1[emns Olle[s Leveehand (Clamshell Dredges) ' .... P1! MA7'LL ENGINEERS DecxMAxs ~ eARCauxe BARGFNAtIS Deckhandl T![emns Oiler S 11.60 .93 0 1.00 11.01 .93 ~ 1.00 10.51 .93 1.00 10.17 .93 1.00 9.97 .95 1.00 11.60 .99 1.00 11.01 .95 1.00 10.51 .99 1.Oa 10r. 17 .95 1.00 - 9.9] .99 2.00 .90 .0{ .90 .01 .90 .0/ 30 .O{ .30 .01 .30 .0{ .30 .O{ .30 .O{ .30 .0/ snl .0/ J 0 O~~ .~ t, e w. _..... _ ... _..__ ...__- _._ rr.,.........,~...._.. . Rwusmw DECisIOR _ STArtr CellCOrnla COmRYa San Diego DECISION NUMBER: U79-3171 DATE r Date of PubllCetlon Sups nedesa Oeclslon No. G7l-5006 dated January 17, 1978, In I3 LR 3859 DESCRIPTION Of WRRr 8u lld /ng P[o)ecta (does not Include slog 1! [anlly homes and garden type apartxnta up to and lnclud Srg / [tones), heevy and hlghray conatruetlon and dredging. k98ESTD9 NORRHi9 80ILEPfIARER9 BR ICR LAYER91 9COnemaanna BRSCR, OLOCI a1N BTONET1AS0t19r THiOERS -Carpen[ere ' -lledrSveraen Mlllw[lghtsl Pneuvatl¢ Nel3eq Bardw<od Lloo[layera CHAT MASONS: ' Gma nt Masons Color Nor kl Co~oaitlonr Maatlb or [poxyl Rnlshing Mechlnel Nrb Maehlne DRYWALL 2NSTALLHl9 6LGTRSCIANIr tleclrle Lana Can l¢ Bpllceu LLLVATOR CONSTROC10R3 LLNATOR C'ONSTRUC1VRSr BELPERA !L[VATOR CONSTRUCTUR9r vtreHe9 (PR08.1 GIA7IER9 InOmroRlEnsr Mote Lrectorl Mlntocclnq Or namen to it 9ltuttutal IRR ICATION Md CAV01 SPRIMSLm9 UIHERSI Rocehern pet lion oC !An Dllgo County toy tenla of Clt7 of Del we gnu lndat o[ County LIME CONSTAOCTIONr 0[oundman Llnnan GDle svllurs~ IQABCE 9Ci't[p9 RWL6 8RM'tAS' OID8H18 Bmle Fdgv B.edlrs PaCmenb Heni1 Edacmisa Rma H i M Ps JSna Vavrlen and/er Appr. Tr. 111.15 11.05 I 1.I7 .06 11.36 3.075 1.00 1.00 .03 11.09 1.07 1.31 .12 10.57 .77 2.05 12.01 .71 1.10 .80 .07 12.11 .71 1.20 .80 .07 11.16 .71 1.20 .80 .07 A.ei .tlA 1s9 1.a9 .as 9.11 .AA 1.9I 1.36 .07 17.30 .71 1.10 .90 .07 35.]3 .70 3\11.71 ~ .09 15.63 :70 3\11.71 .09 16.77 •995 .69 a .03 7012R .bs .69 a .03 50\JR 12.10 .95 1.30 11.11 1.29 L17 1.95 .07 13.00 1.29 2.17 1.IS .07 12.x0 1.29 1'.17 1.65 .07 70.15 So\ 16\ 131 11 32.50 .>S 1.06 .50 .os 12.06 ~ .85 1.00 ,70 .02 12.03 .70 10+1.71 .O2 15.62 .70 3\11.71 .O] 15.91 .70 3\11.71 .07 17,09 .Ol 1,17 .00 0.71 .01 1.00 .O! DIx;I97DN NO. G79-5171 PAINTERS: Bruehr Pa lot Burner stash (awing atage)r Spray Paperhanger, Spray (awing stage) Sendbleatery 9endblae te[ (awing •tag e)1 Iron: steel and bd dye psln tau Uwln9 etage)1 Iron, etsel and bridge palnieq 6yuy (awing stage) Iron, steal and bridge palnGr (9roundwrk)! I[on, ateel and Dridge painten• 6Pny 19round- w[kll R199e nr cllmbin9 eHell Bruahr c3 Lob lny ebel and 6cldgq 9pcayt cllenlny a4e1 and b[Sdge 8teeplelack' PAPIt INC I.O'P HDAR And/0[ BIORNAT 1T off io dellnutlnq devlw +PD11<ator Nheel stop Lnatalleq Traftl¢ eur[a<e eandbluterl Otriper Helper (tra Ltle eur[eae uM- • blaa terl NheQ ekop lnetallery LURRy SEAL OPARAT1dNr Mt[er OPeuto[ Bqu toga Nan Appliealot 6petat0e Shuttlemsn ToP Man LASTEpF7Lgr TSNDSpR trnm8p91 9tt_¢.fltGu MHTAL MOA[ERI ¢ Pays 2 He alr Fdn9v Bane(Ib Pe7m.nta HerrlL EdrepNo Raba H 6 M Pn alem Varetlan anNar App. Tr. 111.77 ! 1.73 I 1.38 .7s .07 ' 17.67 1.73 1.38 .75 .07 13.87 1.13 3.38 .75 ,07 t 13:37 1.77 1.38 .75 .07 17.17 1.t7 1.L a7f •07 11.07 1.37 1.78 a7! r07 10.17 •tl! df b. 0.77 df dS b 9.73 ,B9 ./S tl I,31 t!a ,IS b 0.51 •OS ds Y e.s1 ,es ,{s tl 7.00 •OS •{5 b 11,16 •IS 1.75 ~ .07 lmsl m uos l.oD 13.12 100 1!1 130 71 17.79 .80 1.05 1.00 17.96 1.01 2.21 ,O1 O a 0) 01' •O. O w+ V m .a V ~a C m d W tb ~~ DCCIBSOM N0. G79-5131 SOFT rI~OR I.AyCp,9 6PR1 Nr LBA [ITtEP9 TERMZ2O MOPrOig TILE 6¢1'70!9 7BRAASIA and lILB H[Gd'[B9 R7CCDRBI ML[DOfB ~ Aece lve [aG p open[lon to w yoorNOTPS f e. Bmp loye[ Oen tr lbuGS 01 0[ bee 61 oC heels dourly rate Cor 6 Pay Credit. { Pald Bolldayef B. !'employer tan[[fhutes 9.27 Pot to Vacation rand Cor Ne brat 5 yeao 9.10 pe[ hour to Vacat E.60 pf hour to Vecatlon 7und Fund. PAID BOLfDAY9f A-Ner Ysu'a Dayf B-Memo[lal Dayf D-Labor D+Yt B-Tnenksglving Dayf LABORH0.9f GcWp 1 Gaup 3 G[OUp 3 Grout/ 1 Page BaJC Fdep B.neOM Pgwswb Neely Ede caries Renee H B M Peesleel Yamiae ..d/e. Apar. Tr. i 11.17 ,76 = 1.15 .09 15.52 .75 1.05 ~ .OB 13.69 .Bl 1.17 ,OB 12.69 .el 1.17 .08 9.76 .tl 1.00 .0a eecribed for cu[ perform q leh [199 nq or re dlnq L 1 cSdenta . c Aou[ly nG for s years' arvld d nNe to 5 yun• wraln • Vacatl A N[ou~ 1. t to llday lV d plus B. 0 per h r year o! mploymen , 1 year y lees en on Nnd, s years ut lees an 10 y rs Duet 10 yaan E. 0 pat boa to Vic ion G-Indepe dense Da [ -Chris a Day, a 8.95 x,77 6 2. os a 1.DD .17 9.25 .77 2.05 1.00 .17 9.15 .77 3.05 1.00 .17 9.70 .77 3.05 1.00 ,17 D[CIBiOH /t/0. G79-5171 Page 1 LABOR019 Group L Lebore[ (general cronatru<tlon)f Boring MecAlne Belperf Gulkarf Ce eepool Dlgge[ end Inecalle[f Chuck[~~de[ (except tunnels)[ ConcreG Nrer (Lmpe rufous mmbrene and foes o11er)f Oonc re to Ma [er curing, Ntting Torch Opera [o[ (dew lltlon)f Drliler'o De !per (cafe wn) fn- Cluding eellora u, Drt Pak-!t 9lachlnq NncraG Ntting ibreh, Dry Wcklny o[ eonc[e te, plugg log, f1111nq o[ ghee Bolt Boles, nine Grsdet on hlg pray e, street. and airport paw log (sews[ and drainage lino when emplofed) f Flagmen) Gaa and Oll P1Po line Idtgn[f Gu lose CT eeey Je[ Man[ Ia ndaaape Gardens[ and Nu[ee[y Manf tees[ Bea. Sn tonneetlon r1N Iaboren ro[kf Packing Rod 6cee3 end Panay PSpelsyar'a Backup Nen/ Ooetlry, Groutlfg, Makl~g of Jolntq Sealifg, Cau lkl~g, Dlspe[1ng and lnclud lnq PuDber Gasket Joints, roln[In9f Bel1[oad work Lsbo[a[f RSgglnq and eignallfq, 0.1p[ap Btonepave[f 6andblee ta[ (Pot 1Y nda[)f 6caleq Septic Tank Dlgge[ and fn- etalle[ (Leadman)f Tank 6ce le[ and Cleanep Tool 6hed Checke[f ra tehmen) Mlndor cleaner) fence B[wto[ (Claaa 7)) RebouM Man (gunlte 1n0ust[y)1 Bouseenvet Jou[neymn Croup 2f Asphalt Baker) I[oneri 9poadarf Bug9ymobile Man! damn[ Duarper, (on 1 yard or larger mlxan and handlffq bulk Cement)! Ooncnta 8av Men (exc lad lnq [[actor type)! Pato-wrePo[f Ch lpplnq Bemepe[f ConenN Core [utter end Pon Blovetf Cone[e to G[lnde[ sod Bandeq C[Sbbe[f Sho[aq Lg91ng end T[eneh B[aeingf Bend-guided lagging Baamsrr Dr 111e[1 All power Dr111s, Sncludinq Jeckhammrr rhstAer Cake, Diamond, Wagon, Tack MultSple llnlC, and all types oC Mechanical Dr 11L rlthout regard to Ne form of motive Porerf Drills[ (all oNer Mare d[llllnq Se Cot use at esploaivegl Ges end 011 Plpel the Mapper (Pot 'hn0e[ and roan wolf Gay and 011 P1pe11ne Mcepper (6 loch pipe eM over)! Operato[ aM Tenders o[ pneum tie, gas and electrle tgolsf Conc[aG Pumpq Vibrat log Machlneq Multi-plat Impact Wrench aM elvl3a[ seehanlcel tools rat sepe[aGly claselliad herein! Pip layer (perto[ming all cervices !n Ne laying end !nets flat bn o[ pipe from LAS point of [ace iv ln9 PIPa until camels tlon oC the operation, including any aM all lorm'ot tabula[ mGrlal, vhethe[ PSpe, Me [a111e o[ Non-am to131cr Conduit sod any oche[ stationary type of tubule[ device used [or Ne eonveyfry o[ wbstena or elemnt, Metier rater, serage, wlidr gay, al[ o[ oNer products rhat-ao-aver end rfN- out regard to Ne ns tu[e of mte[!sl Lroa M1cA Na tabula[ mterlal fa [sb rice tedf PoWermnf Bleete n' 8elperq Pre Cabrlceted'Manhola inetallery Rock 611ngerf 6andbleete[ and Watorblaete[ (Sbtalemn)f Beale[ (using Boe•n Chslcr Safety Baltlf Steal Beada[boa[d Mani Trea Clhebe[, ual~g meehanlcal [Dole! Neld log !n eonnectlon r!N fabo[er Y w[kl knee Lrecto[ (Clan 3)y Gun Man (gunlta lndue try) Group 3f ranee Brector (Class 1)) Nosrlemn end Imd Men (quoits Industry) Coup 1f PoWe[mnl elaeten (1ltenaed) -all wrR o[ loetlinq holes[ plat lnq and Dlae[ing ell ponder end axploelvee oI Metaver type re9ardlees of seNOd used [oC w<h loeding end placing W G N N ~, I~ a m A m oc m m n C ,P a z O N V '17 "1 a m G A N N .+ m z O_ A A m Detls ton flo. CA79-5124 _. _._ _.. _ ... , _ _._ _. u.~ rr...ti.~.._..~ . _ .~..~. page 5 DEC28ION N0. G79-5134 Pdq! $ PONOI EDDIPMIIgf DPfRa'l0R9 (COntrd) 7DMNlL LABORALfI Group 1 Croup 1 Group 1 EeJtl Fringe lent R)q Pah_cnrr Mead/ ' Educaeen Rabe N L N Pwtlbee YacObh entl/er __. _ _ ARr. Tr. 1 f.19 '.'17 1 3.0$ { 1.60 .13 9.3$ ,77 3.05 1.D6 .13 9.76 .77 3.05 3.00 ,13 Group L lib Mnl Drlllanr PoWe[menr CAerry P1cRatman) C[oUt OUruaeh) Kempf[ and oNe[ pneuatlo Concnb Plecbr Operatory Ninete l aho[! dry kunnaL under •[neGar hl9hraya and alm(la[ plena) M1neH (kunnal Deb of machine) r Povderman Helper (tunnel w[k)) 6tw1 Poti RAlel• fnd lekGrar TlWrmen) wtlberren -rood or •kafl Crwp 2r 8u11 Cerq Muckate (Stackman)r Chuck [code[) Gbla [code[) OJneteG C[er (tnaludea Roddetf end ap[ledere)r Dumpmenr Crout C[evr Helper for creel Pan WSw[e and ae t[!nr IWCRete (Laboiete) In ehO[t dry tunnel, under etnate, hlghraya end simile! places) NSppeq Scamper (8nakman and 9rltohmen) bn tunnel rork)~VSbra[otmenr Jackhanm[rr Pneumatic tools faxcepf Drlll[11 P11l11-pldtf Impact Ntench crouplt FDMetemn (lfeenaed) • ftShmf ldUSe (lUnnal uD[k)r Bhfft fnd , fa /e Mlnfrl eAltln) Matthmen ' I ; P01IER WtlYPM®IT OPEM7AR9) Croup 1 Croup 3 croup ] Croup / crwv s it coup 6 croup 7 stoup E Group f 1 33.01 13.77 17.f] 1i, 7f l:.sf 17.Of 17.71 13.3e ll.fl / 1.10 1:10 1.30 l.la l.lo 1.10 1.10 1.10 1.10 1 3A0 q70 .o/ 3.70 ;70 .0/ 3.16 r76 .-01 l.la ,70 .o/ :, 7a ,7a .D/ 1.70 ,7a .o/ 3.70 AD .O/ 3.3a ,so .o/ 3.70 ,70 .D/ Gcoup It dreiemnq Qx[p[ee w[ Ope[sto[) Qrq Sneer Oiler[ Ce necato[r Heavy Duly Repairman Helpery Pu~q Signalmen) Srltehmani Deekhand (dredge)r OitchrlechJ ElaFato[ Ope[atot (lneide7) Forklift (node[ 5 tone) r Coup 3t. Comp[eesot (600 C.P.N. b[ lrger)1 Conan to Nkxe[ (aR lp type)r Congeyorr PSrtmanr Byd[os[atic Pumpr Ol le[ Crusher (Alpha It m[ NncnG Plena) Plant Ope[e tory Glneratbtr Pump bt ConprN edfl Pota[P Or 111 ee lpe[ (ol if le ld)r 6kiploade[ - rhfel type Up to 7/t yd, rithout attaah~ megter Solla Pleld TechnilSanr Tat Pot Hrelanr ilmporery eeadng Plant[ T[enching Weh ine Olle[r Stuck fl ins Of lft) NncNl Pump Ollet (t[uck rounted)r Deckna to (dredgq ' Group 3r Pord Pe r9uson (rlth drag type sttaeMmnte)r ee llcop ee[ Padfo- mn (q[bund)r Pore[ Conc[a to Nrinq Wchlna7 Pore[ driven Jumb0 lbcm 6e tract 6[atlonary PSpe N[appln9 add Clesn Snq Machine[ Gradall Olle[r ' Surge flank end Ne19ht Meekec (cot Plant)) Tlenche[ Ollet ([ounaetlonf)r T[utk CLane OSle[ Croup h Asphalt Plant lStemni Boting Web lne7 mlp 9praadlnq Wthlel Concrete Pump Ope[atot) D1nRey InCOmotlve b[ Mmto[man (10 tan)) Hell- copter Boiap Hight lna GDlevey Elgnalmah) Powr evefpetf ftlnehlnq Wchlne (up to 6 ft.)r Wne[el Pmgr Opera tdrr [rack rbun tedr fodman aM LTASnmeh) Bellrropte[ fadloaah) Natch @ginee[ (d[edye) - Group Sr A-flame N1neA 7Yeck Open COrr Asphalt Plant O[ Conan ka Batch Plant Opera[o[ (when mmAerolal pover if not used. nO less NM one Ce nerato[ Opera [ot 1s [egYi[ed)/ Aaphelt Sp[aadlnq Wdh lna Opet ato[ ' (Bp[aader Eat end e1nllc)r BSG 8htlrpeneq Eoxieen o[ Nixerman (eaphal[ or concrete)) Conan to Jo lot Wehlne Operator (csnel end •lmi3fr type)r mnc[ete Plen![ Optre[oq Den lekean (oilfield typal r Dcllllnq Wehlw Opera for (Sneluding ra [er rells)r Bqufpment C[eaae[ (MObl le and Grow Afbk)r Po[kli[t Open tm[ (over $ ton eapao Styr 8yd[o-hfmmer - Hero 8tompe[r Eyd[ogtapnic Seade[ Naehlne Opeutor (otter, pulp or seed)[ Inatrumtn tmanr Wchlns lbol Open toy Wgg1mU Internal Nll flab V10tatb!) Wchablcal PShlahf[ Operator (COnen te-Cle[y-0ohnwn-Bldrell O[ Mtelle[) r Pavemint B[uke[ Oqult (truck mounted. Dile[ [equlred) r Road 011 Mixing WChin6 Open ko[r Rohr Ope[atop Ibu Carle[ Opeca to[ (I obelte)) $hlf-p[bPolled far Plpe tin ln9 WeAlm Opera to[1 6klplwder Operate[ (Neel o[ [rack type over 7/1 yd. up to sod including lA yda:)t $klploede[ - Pord Ye r9uaon up to 7// yd. rlth d[a9 atteehmentst Sllp btm Pump Ope[ato[ (pore[ driven hydraulic liftlnq deHee Lo[ roosters forms)) Screed Operetocr Stinger Cnne (AUettnKNete[n o[ •lmllar type)) S[6YQL•.q f1F: Ctl-rv 1•-•vr acanln9 aM lorW lnq Wtn lna Ope[aloq fuck kypl Ieede!)~11)9ge[ Eo1ft I1 dtuml _ m a n m. Q. S O r+ N V r0 W pz 2 a w N ~i N0. G79-511{ Page 9 ' Beth Pd+9e Benv Rh Prywen N Nev.ly 1710CII DR IVEA9 Rnha M 811 P.+dwa Ve<nMn Ede< New nd/ar APVI. Tr. Croup 1 ~ 9 9.{0 8 1.03 8 1.70 8 1.00 30 Croup 2 Croup 7 9.60 1.09 1.30 1.00 . , ,10 Gaup d 9.00 1.09 1.30 1,00 ,10 Group S 10.00 1.09 1.70 1.00 .10 Group 6 17.00 1.09 1.70 1.00 .30 9.10 1.09 1.30 1.00 .30 Croup lr 1 axle Ousel 3 axle Platbedf eunRermenf Cnnerete Pump ingt ' indua !coal Lllp Truck Repairman Eelperf Nelda[ ee lperf Nacahouae- •anf lo[kl![t mdec 19,000 ]ba. DLOUp L 3 vsla Olmpf 3 ule Platlxdf 2 axle Mater Truekq Lrosln Oontrol Nexxle•anf Dumpnrate, leas tAan fiy yda.f Po[kltlt 15,000 IDs. and we[f Pra 11f Ptpellna wrking T[uek Or foarf Rwd 011 Bp[eadecl Cemnt Dietrlbuto[ or 81urry D[lvacf aao tiavlf Roaa Gcrler Oroup ]r OC[-toed Dump, under IS tone) d axle Du! leas Nan 7 ax lef Low- Wd and Trallerf Transit Nlx, under S yds.f 7 axle Nater huckef e<oeln Con !coif Orout Nlxap Dumpcu to fiy yds. end warf Dumpate ref W 10'a, 104 ~M ova!/ Puel Stuck and Dynanflaf Nineh, 2 aalef 14uck Gteaaer Group {1 O[t-roan Dump, ]S tone and ovary 7 ule or aoref transit Mlx, \ yds. and ove[f A-ltam Or 9wdlah Craneal Tlraaanl Ma tac Pull TaMenf Wida[q Ninth Tuck, l ula or sore Otoup Sf Ttuek Repairsun Ormup {r St affl< Oontralr aLo Svampers and eelpera and Pickups / f i v f BOPER9PDEA9 DCCISION 9TATBi Callfo[n!a COIMlTr San Dlt9o DECISION NUtOERr G79-5119 OATS r Date of Publftatian Super eedea Decls ion No. CA70-9007 dated lanmry 17, 1976, !n lJ PR 3861 OPSCRI PT ION OP NDRRr Reeldentlal Projects conafsting oC aln9la ts•lly haaea aixl garden type apartaents up to, and Snclud lnq { ato[les i Asees7os Nofuats ' BOSLEIINARvoa BRICALAYERSf 9tonem eons BRSCR, BLOCR and BTONeMASDNSr TENDERS CARPENTERSI Carpenters Plledr lvecmn MlllVd9htaf Pneumtlc Na11ery ea[deaod Ploorlayera CEMENT MASONS! Cement Masons Colo[ flockf ~mpoeltlon, Ma etic oc Epoxy, PSn lsh inq wchlnef Curb Machine DR1TiALL INSTALLBIIS ELeC'1'RICIANSe Electrlclans ' Cable 9pltcera ELEVATOR CONSTRUC10R3 ELEVATOR CONSTRUC'II7R9' RELPEPS ELEVATOR CONSTRfICNRS' HELPL719 (PROB.( Pe nee Brectars Re lnforc Sng Ocnamntalf Structural IRRIGATION and LANK 9PRINRLERB ;ATHERSS Nor Nern portion of Ban Diego County Eton can G[ of City of Del Nat terra Lnder of County IARBLE SETTERS NNBLE BETTERS' ItEf8efl3 ~AINreRSr Bush Iprayf Seing Stage, e[ueh ~ape[Aargeraf Spray, SMlnq Stage Bolc ' Fdge aweNM Pgw«,ra NwrlC Edur.riw Roles N L N Peisiwr WceNca vndbr Aryr. Tr. a 1..{S s 1. DS r la7 ,D{ 1d.3{ 1.073 I.00 1.00 :03 12.09 1.03 1.I{ .13 10.37 .77 1.09 11.01 .71 1.20 ,00 ,87 l1.ld .71 1.20 .00 .07 12.26 .71 ~ 1.20 .00 ,p7 0.01 .00 1.{{ t.3fi ,07 ' 9.11 .8B ~1.fi{ 1.36 ,07 17.30 .71 1.10 ,90 .07 13.33 ,70 3\41.73 ,ql 13.61 770 3N3.71 .OZ 16,37 ,999 ,{9 • .O3 701JR .096 .89 • ~ ,O1 SO\JR 12.10 :93 1.30 11.11 1.29 2.17 1.63 ,p7 11.00 1.19 1.{7 1.69 ,07 12.00 1.29 '2.17 1.69 .07 10.19 10\ 1{\ 13\ 3/p 11.50 .73 1.30 .SO .09 11.06 ,89 1.00 ,70 ,p1 11.69 .el 1.1~ ,qg 9.71 ,Sl~ 1.00 ~ .00 12.77 1.27 1.78 .73 .07 12.62 1.27 1.78 ,73 ,07 11.8) 1.13 1.38 ,73 .07 wrl m O_ z O v-r N V '7 CL _G G P N ~D N m m 7e O_ n of m SECTION B p~~ ~~ CITY OF CHULA VISTA STATE OF CALIFORNIA NOTICE TO CONTRACTORS SEALED PROPOSALS will be received at the office of the City Engineer, City of Chula Vista, until 2:00 P.M. on Wednesday March 19, 1980 at which time they will be publicly opened and read for performing work as follows: MODIFICATION OF CITY HALL, CHULA VISTA, CALIFORNIA, CONSISTING OF INSTALLATION OF NEW MECHANICAL & ELECTRICAL SYSTEMS, MODIFI- CATION OF RESTROOMS, AND INTERIOR SPACES ALTERATIONS No bid will be received unless it is made on a Proposal Form furnished by the City Engineer. Each bid must be accompanied by cash, certified check, cashier's check, or bidder's bond, made payable to *_he City of Chula Vista, for an amount equal to at least ten percent (10g) of the amount bid, such Guaranty to be forfeited should the bidder to whom the contract is awarded fail to enter into the contract. In accordance with the provisions of Section 1773 of the Labor Code of the State of California, the City of Chula Vista has ascertained the general prevailing wage scales applicable to the work to be done. The prevailing wage scales are available in the office of the City Engineer. No bid will be accepted from a contractor who has not been licensed in accordance with the provisions of Chapter 9, Division 3 of the Business and Professions Code. Plans, forms of proposals, bonds, contract, special provisions, and specifications may be examined at the office of the City Engineer, Public Services Building, 276 Fourth Avenue, Chula Vista, California. Copies of plans and specifications may be obtained at the office upon payment of $14.00 If payment is to be made by check, it should be made payable to the "City of Chula Vista". NO REFUND WILL BE bi_ADE. The special attention of prospective bidders is called to Proposal Requirements and Conditions, for instructions regarding bidding on following page. The City Council reserves the and to waive any irregularity extent permitted by law. 1 ~~ V~ ~1 DATED: ~ s v O right to reject any or all bids or informality in any bid to the ~~i4 ~~ ITY ENGINEER CITY OF CHULA VISTA ENGINEERING DEPARTMENT PROPOSAL REQUIREMENTS APJD CONDITIONS EXA?tIiJATIO"J OF PLANS, SPECIFICATIONS, SPECIAL P:2OVISIONS AND SITE OF 6JORK: The bidder is required *_o e:camine carefully the site of and the proposal, plans, specifications, and contract forms for the work contemplated, and it will be assumed that the bidder has investi- gated and is satisfied as to the conditions to be encountered, as to the character, quality, and quantities of work to be oer~ormed and materials to be furnished, and as to the require- ments of the specifications, the special provisions, and the contract. It is mutually agreed that submission of a proposal shall be considered prima facie evidence that the bidder has made such examination. PROPOSAL FORI9- All proposals must be made upon forms furnished by the Depart- ment of Engineering. The following documents must be completed and submitted with the bid: 1. Proposal 2. Designation of Subcontractors 3. Affidavit to Accompany Proposal 4. Bidder's Bond 5. Addendums (if any) After award of the contract the successful bidder must complete the following additional documents: 1. Bond for Faithful Performance 2. Bond for Material and Labor 3. Contract 4. :ton-Collusion Affidavit 5. :lorkmen's Compensation Insurance Declaration ONS, ERASURES, OR 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. The right is reserved to reject any and all proposals. BIDDER'S GUARANTY: All bids shall be presented under sealed cover and shall be accompanied by cash, cashier's check, or bidder's bond, made payable to the City of Chula Vista, for an amount equal to at least ten percent (10°) of the amount of said bid, and no bid shall be considered unless such cash, cashie.r's check, certified check, or bidder's bond is enclosed therewith. PUDLZC OPENING OF PROPOSALS: Proposals will be opened and read publicly at the time and place indicated in the Notice to Contractors. Bidders or their autho-ized representatives are invited to be present. CHANGE ORDER PROCEDURES: The City Engineer is hereby delegated limited authority to approve change orders for work being done under City contracts, as follows: 1. All change orders shall be processed in accordance with the applicable project specifications. 2. No single change order shall increase or decrease the origi- nal ocntract amount by more than $1,000.00. 3. The aggregate of all change orders, including those for differences between estimated and actual quantities shall not increase the contract amount by more than the percentage amount specified below: Original Maximum Aggregate Contract Range Percentage Increase Up to $100,000 108 $100,000 to $1,000,000 58 More than $1,000,000 28 4. All change orders involving changes in the scope of project, increases of contract amounts greater than outlined above, increases in time allowed for completion, or aspects concerning the public health, safety, or welfare, shall be submitted to the City Council for consideration. ACCESS TO BUILDINGS ON PROJECT SITE: If, during the bidding period, Contractor desires to gain access to the buildings to be renovated, the following persons should be contacted in the order listed: Leonard Hansell (575-5007), if not available contact Gene Grady (575-5007), if not available contact David Byers (575-5021). ,~~' ~roU PROPOSAL To the Honorable Mayor and City Council of the City of Chula Vista, California. The undersigned declares that he has carefully examined the plans and specifications for: MODIFICATION OF CITY HALL and that he has examined .the location of the proposed work and has read the accompanying instructions to bidders, and hereby proposes to furnish all materials, and do all the work required to complete the said work in accordance with said plans, specifications, and Special Provisions for the unit price or lump sum set forth in the following schedule. APPRO\ZAIATE ITEMS WITH UNIT PRICE PRICE IN ITEM QUAi~TITIES S4RITTEN IN WORDS FIGURES 1. LUMP SUM Modification of City Hall s d-3~ ~4~~, ~~ T~~ ~,,,'~C1 ~_ X ~~ ~~ -1- Proposal (Continued) The undersigned further agrees that in case of default in execut- ing the required contract, with necessary bonds, within the ten (10) working days after having received notice that the contract is ready for signature, the proceeds of the check or bond accompany- ing his bid shall become the property of the City of Chula Vista. Licensed in accordance with an Act providing for the registration of Contractors, License No. 2 q& 7 O ~ Contractor's State License Classification ~ Signature of bidder: (If an individual, so state. ff a fYfm or co-partnership, state the firm name and give the names of all individuals, co-partners composing the firm. If a corporation, also names of President, Secretary, Treasurer and Manager thereof, and affix the Corporate Seal thereto.) 2362 EUCLID AVENUE EL CAJON. CA 92021 Dated: March 17 X19 89 (Business Address) ~~4' 1'° -Z- CESIG':'~TIO`7 OF SG3CC:ITD1Ci0.°.S ;,11 bids recei :•ed by the City fro: the contractor shoulc _..cluce the r.ar..e anc t!:e locaticn of the place o` business of each sub- centrac =or who •ai11 per_ar-~ work or labor or render service to t.`.e pri^e ce.^..ractor is or a~out the constrcction o~ the wor:c or ir.p.cve- nent nd s'.:a11 other•:~ise ces:p'_p with t::e _estrictions o` Gove^-°::~ Ccce 5_cticn X100 et. seg. Sneciic atten_ioa shculd be paid tc Govern::eat Ce~e Section 4104, Subsecticns A and 3.~ount of Work by Division of work Subcontractor & Address Subcontractors in Dollars DEMOLITION PENHALL S14,,,Z45.00 1353 No. Magnolia, E1 Cajon STR. STEEL/MISC. METAL C&B ST~E~L _~ 413.00 1037 Harding, Natl. City, Ca MILLWORK VALLEY CABINET S12.145.00 OD DOORS 045 Industrial P1., E1 Cajon INSULATION MESA INSULATION S 3.605.00 11030 Roselle, San Diego, CA FINISH HARDWARB GOULD HARDWARE 1,740.00 u ner, an iego, a GLASS & GLAZING PACIFIC GLASS 1,950.00 Mercury, San Diego, Ca CERAMIC TILE Florentine Co., 5353 Banks, San Diego $10,900.00 LATHJPLASTER/DRYWALL LaRussa & Sons-8130 Commercial La Mesa $9.998.00 ACCOUSTICAL TILE Paul Papineau-8585 Gold Coast Dr., San Diego $4,000.00 ~~ -3- DESIG::\TIC:: O° SC9C0~7T~4CTOP.S (GOVT. Division of :JO r:: RESILIENT FLOORING CARPETING PAINTING/VINYL WALLCOVER Subcontractor & Address ~.. ~~ .SIMMONS & WOOD l La eside Ave., La esi e, a Amount of ~7ork by Subcontractors in Dollars -~y~ ~~. $9,822.00 ~,,~ ~ r°~ 1, 4 ~~3 ?~ ~,~~le ~~ p . .~~: ~ ~ 1 ~ ~g ~ ~ ~~S ~~30 17`d ~~ z~ uvac - ~ ~ ~ 1 1` N C SPECIALTIES BCR - 8181 Fletcher Parkway, La Mesa $6872.00 4984.G0 RAYCO - 132 So orange E1 Ca ion $ Proper Name of Bidder: By: DON J S -4- 1~~ Title: AFFIDAVIT TO ACCOMPANY PROPOSAL i USE THIS FORM WHEN BIDDER Z~IINDIVIDUAL STATE OF CALIFORNIA ) SS. COUNTY OF SAN DIEGO j Don J. Siegert _, affiant, being first duly sworn, deposes and says: that he is the bidder who makes the accompanying proposal; that such proposal is genuine, and not sham or collusive, nor made in the interest or in behalf of any person not therein maned, and that the bidder has not directly or indirectly induced or solicited any other bidder to put in a sham bid, or any other person, firm or corporation to refrain from bidding, and that the bidder has not in any manner sought by collusion to secure for himself an advantage over any other bidder. ignat ) Subscribed and sworn to before me this day of March 19 80. / ~_ __ { i' ~j ~ ~ , ' ~ ~H ./~~f i/~~'~' <. 7 ~ ~ ~~. rn Notary P is in and r the ounty o ,~~r. ~~ ~~: ~. issi ~• San DieQO , State of California ~-..a__..._..:._„___. _<:..W___~..;,'n a~ ~~o -5- BIDDER'S BOND TO ACCOMPANY PROPOSAL KNOSV ALL MEN BY THESE PRESENTS, That I/We DON J. SIEGERT , INSURANCE COMPANY 6F as Principal, and THE wssT as Surety, are held and firmly bound Unto the City of Chula Vista in the SUm Of TEN PERCENT (10~) OF THE AMOUNT BID ($ (log) ), to be paid to the said City or its attorney, its successors and assigns; for which payment, well and truly to be made, we bind ourselves, our heirs, executors and admin- istrators, successors or assigns, jointly and severally, firmly by these presents. THE CONDITION OF THIS OBLIGATION IS SUCH: MODIFICATION OF CITY HALL dated MARCx 19, 19ao is accepted by the City of Chula Vista, and if the above bounden PRINCIPAL. , his heirs, executors, administrators, successors and assigns, shall duly enter into and execute a contract for such construction and shall execute and deliver the two bonds described, on or before the date specified in the "Notice of Award", which date shall be not less than ten (10) days (not including Sun- day), from the date of the mailing of a notice to the above bounden PRINCIPAL by and from the City of Chula Vista that said contract is ready for execution, then this obligation shall become null and void, otherwise it shall be and remain in full force and virtue. IN WITNESS WHEREOF, I/We hereunder set our hands and seals this 14th day Of March _r 19 ^n• APPROVED ASII\ T~/Oy~~/F~)OJ~)RMq:~ City Attorney - , pl], \~ \ -8- ROBERT C. HALI,OCK, ATTORNEY-IN-FACT Inswf•ance Company of the V1 ~st HOME OFFICE: SAN DIEGO, CALIFORNIA Certlllsd Copy o/ POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the Insurance Company of the Weat, a Corporation duly organized and existing under the laws of the State of California and having its principal office in the City of San Diego, California, does hereby nominate, constitute and appoint. Jack B. Shellabarger Robert C. Hallock Muriel Faust its true and lawful Attorneylsl-in-Fact, with full power and authority hereby conferred in its name, place and stead, to execute, seal, acknowledye and deliver any and all bonds, undertakings, recognizances or other written obligations in the nature thereof - ---- This Power of Attorney is granted and is signed and sealed by facsimile under end by the authority of the following Resolution adopted by the Board of Duectora of the Insurance Company of the West at a meeting duly called and held on the 6th day of February, 1973, which said Resolution has not been amended or rescinded end of which the following is a true, full, end complete copy: "RESOLVED: That the President or Secretary may from time to time appoint Attorneys-in-Fact to represent and act for end on behalf of the Company, end either the President or Secretary, the Board of Directors or Executive Committee may at any time remove such Attorneys- in-Fact and revoke the Power of Attorney give him or her; and be it further "RESOLVED: That the Attorneys-fr-Fact may be given full power to execute for and m the name of and on behalf of the Company any and all bonds and undertakings as the business of the Company may require, and any such bonds or undertakings executed by any such Attorney- in-Fact ehaR be sa binding upon the Company as if signed by the President and sealed end attested by the Secretary." IN WITNESS WHEREOF, Insurance Company of the West has caused its official seal to be hereunto affixed end these presents to be signed by its duly authorized officers this Sixth day of June ~ lg 78_. INSURANCE COMPANY OF THE WEST ~pMPANYOx• n ~~,kcosFOrar~ ~, o >: T 4~etx t. Pfi ti ~A(NpgNtP President STATE OF CALIFORNIA l SS~ COUNTY OF SAN DIEGO J On this Sizth day of June A.D., 19 7fi ,before the subscriber, a Notary Public of the State of Cahfornie, in and for the County of San Diego, duly commissioned and qualified, came JAMES B. RATHBUN President, of INSURANCE COMPANY OF THE WEST, to me personaNy known to be the individual and officer described in and who executed the preceding instrument, and he acknowledged the execution of the acme, and being by me duly sworn, deposeth and with, that he ie the said officer of the Corporation aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seal of the said Corporation, and that the said Corporate Seal end his signature ae such officer were duly affixed end subscribed to the said instrument by the authority end dvection of the said Corporation. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my Official Seal, at the City of San Diego, the day and year first above written. OFFICUL SEAL CAROLE POWER NOTARY PUBLIC -CALIFORNIA Principal Office. San Diego Co. Cdi/. My Commission Exp. Oct. 10, 1961 /J / Notary Public STATE OF CALIFORNIA l COUNTY OF SAN DIEGO J SS: I, the undersigned, Richard S. King Secretary of the Insurance Company of the Weat, do hereby certify that the original POWER OF ATTORNEY, of which the foregoing is a full, true and correct copy, is in full force and effect, and hen not been revoked. IN WITN SS WHEREOF, I hflve hereunto aubecribed my name ae Secretary, and affixed the Corporate Seel of the Corporation, this ~v of March 19 k3U -~ s9' ~MPWrOe - - _ yIAM t• t~ ~ Secretary ICW CAL 3] °+uroaN~~ STATE OF CALIFORNIA `, } ss: ....................COUNTY OF...SAN_DIEGO J March 14, 1980 On...._._ .............._._...._._._........___..._.._......__.., before me, the undersigned, a Notary Public of said county and state, personally appeared.....___ROBERT_ C. HALLOCK known to me to be the Attorney-in-Fact of the corporation that executed the within instrument, known to me to be the person who executed the within instrument on behalf of the corporation therein named, and ac now ledged to me that such corporation executed the same. 1 n ~~iiiii ~. um:m. innnxninnnnm T OFFICIAL SFAL ~~ STEELE `...... .. ...__._._ ...._. _ ---...° - - - ~~ ~ P/1~1'2Y CO ~ 1 _ c -cervlA ~ Notasy Public ~ - I ,@ IN ~'~ ~ ~~ ~ ~ c -,vrv BHftzlrs e My Comm:csen C:-;Ires Sept 20, 1980 =_ Loe An¢eles 2N3t5 4mw.umnnmuumwuu.uuwuuunwuninn.ummumuuumuuuwmuniuWnuOiwi BOND FOR MATERIAL AND LABOR KNOW ALL MEN BY THESE PRESENTS, That I/We DoN J. sIEGERT the Contractor in the contract hereto annexed, as Principal, and NSURAN^" ^^'+~p anv nF T°x' rargT . as Surety, are held and firmly bound unto the CITY OF CHULA VISTA, a Municipal Corporation, located in San Diego County, California, TWO HUNDRED FIFTEEN THOUSAND EIGHT HUNDRED ($215,820* in the sum of lawful money of the United States, for which payment, well and truly to be made, we bind ourselves, jointly and severally, firmly by these presents. Signed, sealed and dated APRIL 2, 1980 The condition of the above obligation is that if said Principal as Contractor in the contract hereto annexed, or his or its subcontractor, fails to pay for any material, provisions, provender, or other supplies, or teams used in, upon, for, or about the performance of the work contracted to be done by said Contractor, namely, to furnish all tools, equipment, apparatus, facilities, transportation, labor, and material, other than materials, if any, agreed to be furnished by the City, necessary to perform and complete, and to perform and complete in a good and workmanlike manner, the work of: MODIFICATION OF CITY HALL in strict conformance with the terms and conditions set forth in the contract hereto annexed, or for any work or labor done thereon of any kind, said Surety will pay the same in an amount not exceeding the sum hereinabove set forth, and also in case suit is brought upon this bond, a reasonable attorney's fee to be fixed by the courts. This bond shall inure to the benefit of any and all persons, companies, and corporations entitled to file claims under and by virture of the pro- visions of an act of the Legislature of the State of California entitled "An Act to Secure the Payment of the Claims of Persons Employed by Contractors upon Public Works, and the Claims of Persons who Furnish Materials, Supplies, Teams, Implements, or Machinery used or consumed by such Contractors in the Performance of such Works, and Prescribing the Duties of Certain Public Officers with Respect Thereto," approved May 10, 1919, amended; and the said Surety, for value received, hereby stipulates and agrees that no change, extension of time, alter- ation, or addition to the terms of the contract or to the work to be performed thereunder or the specifications accompanying the same shall in any way affect its obligations on this bond, and it does hereby waive notice of any such changes, extension of time, alteration or addition to the terms of the contract or to the work or to the speci- fications. DON J. SIEGERT INSURAN E CODtFF,NY OF T ST BY ~ ~ uretyROBERT C, HALLOCK V DON J~ISIEG ~ <' "`~~ APPROVED AS TO/,F~OtRM: , City Attorney HOND FOR FAITHFUL PERFORMANCE KNOW ALL MEN BY THESE PRESENTS, That I/We DoN J. SIEGERT , the Contractor in the contract hereto annexed, as Principal and :NSURANCE COMPANY OF THE w$sT , as Surety, are held and firmly bound unto the CITY OF CHULA VISTA, a Municipal Corporation, located in San Diego County, California, in the Sum Of FOUR HUNDRFn m~Rmv-nn~F THOUSAND SIX HUNDRED FORTY AND NO CENTS ~$*431,640.00* ~ ) lawful money of the United States, for which payment, well and truly to be made, we bind ourselves, jointly and severally, firmly by these presents. Signed, sealed and dated APRIL 2,.i9ao The condition of the above obligation is that if said Principal, as Contractor in the contract hereto annexed, shall faithfully perform each and all of the conditions. of said contract to be performed by him, and shall furnish all tools, equipment, apparatus, facilities, transportation, labor and material, other than material, if any, agreed to be furnished by the. City necessary to perform and complete in a good and workmanlike manner, the work of: MODIFICATION OF CITY HALL in strict conformity with the terms and conditions set forth in the contract hereto annexed, and shall pay or cause to be paid, all persons who perform labor for, or furnish materials to said Contractor, or to any .subcontractor in the execution of the said contract, then this obligation shall be-null and void, otherwise to remain in full force and effect; and the Surety, for value received, hereby stipulates and agrees that no change, extension of time, alteration or addition to the terms of the contract or to the work to be performed thereunder, or the specifications accompanying the same, shall in any wise affect its obligations on this bond, and it does hereby waive notice of any such change, extension of time, alteration or addition to the terms of the contract or to the work on to the specifications. -' ' ~ ' ~ ~ .INSURANCE ~ COMPANY OF TH~E~ WEST DON ~J SI ^ /~ /J . . BY... ;, ~ l~ - (DON J SIEGE , OWNER) ROBERT C. HALLOCK, ATTORNEY -IN-FACT Contractor / ~( Surety APPROVED AS TO FORM ~ ~C~""'~~-~~ City Attorney ~~ _y STATE OF CALIFORNIA ~ SAN DIEGO ~ SS: -------------_--_-COUNTY OF..----..--_.---___._---.---_-- n------------ ~ - APRIL 2r 1980 before me, the undersigned, a Notary Public of said county and state, personally appeared..-ROSE1tT--C_--HALLOCSC--__-_-.---_---_.---_-_._-__--_ -_ - - - -- - known to me to be the Attorney-in-Fact of the corporation that executed the within instrument, known to me to be the person who executed the within instrument on behalf of the corporation therein named, and acknowledged to me that such corporation executed the same. .. eE ,~ ^ ~ ° `~ ~ ~ . _ rr ~,, ~ ;'' LE = --- - tar Public _~'_ ~ ~ ~~ a BR(!2)13 My C ~ r:; ~ ; .. _ ~., c~ = Loe AnNa 203315 Insurance Company of the Weat HOME OFFICE: SAN DIEGO, CALIFORNIA Cart111W Copy of POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS: That the Insurance Company of the West, a Corporation duly organized end existing under the laws of the State of California and having its principal office in the City of San Diego, California, does hereby nominate, constitute and appoint. Jack B. Shellabarger Robert C. Hallock Muriel Faust its true and lawful Attorney lsl-in-Fact, with full power and authority hereby conferred in its name, place and stead, to execute, seal, acknowledye aid deliver any and all bonds, undertakings, recognizances or other written obligations in the nature thereof -------------------------- Thin Power of Attorney is granted and is signed and sealed by facsimile under and by the authority of the following Resolution adopted by the Board of Directors of the Insurance Company of the West at a meeting duly called and held on the 6th day of February, 1973, which said Resolution hoe not been amended or rescinded end of which the following is a true, full, and complete copy: "RESOLVED: That the President or Secretary may from time to time appoint Attorneys-in-Fact to represent end act for and on behalf of the Company, and either the President or Secretary, the Board of Directors or Executive Committee may at any tune remove such Attorneys- kn-Fact and revoke the Power of Attorney give him or her; and be it further "RESOLVED: That the Attorneys-in-Fact may be given fuU power to execute for and m the name of and on behalf of the Company any end ell bonds end undertakings ae the business of the Company may require, and any such bonds or undertakings executed by any such Attomey- m-Fact shell be ae binding upon the Company as if signed by the President and sealed and attested by the Secretary." IN WITNESS WHEREOF, Insurance Company of the West has caused its official seal to be hereunto affixed and these presents to be signed by its duly authorized officers this Sizth day of June lg 78_, INSURANCE COMPANY OF THE WEST ~~pMPANY~ n }' x~eRPalyrf l~^ ~ O ~ N_ ~~aLN 1, 14t1 ~4l/FDRMP President STATE OF CALIFORNIA l COUNTY OF SAN DIEGO f SS: On this Sixth day of June A.D., 19 78 ,before the subscriber, a Notary Public of the State of California, in end for the County of San Diego, duly commissioned end qualified, came JAMES B. RATHBUN President, of INSURANCE COMPANY OF THE WEST, to me personally known to be the individual and officer described m end who executed the preceding instrument, and he acknowledged the execution of the came, and being by me duly sworn, depoaeth and with, that he is the said officer of the Corporation aforesaid, and that the seal affixed to the preceding instrument is the Corporate Seel of the said Corporation, and that the avid Corporate Seai end his signature as such officer were duly affixed and subscribed Lo the said instrument by the authority and direction of the said Corporation. IN WITNESS WHEREOF, I have hereunto set my hand and affixed my Official Seal, at the City of San Diego, the day and year fast above written. OFFICIAL SEAL CAROLE POWER NOTARY PUBLIC -CALIFORNIA Principal Office, San Diego Ca. Calif. My Commission Exp. Oct. 10, 1981 ~Lc~c-c.-2 ~L~ Notary Public STATE OF CALIFORNIA l COUNTY OF SAN DIEGO f SS: I, the undersigned, Richard S. King Secretary of the Insurance Company of the W eat, do hereby certify that the original POWER OF ATTORNEY, of which the foregoing is a full, true and correct copy, is in full force and effect, and has not been revoked. IN WITNESS WHEREOF, I have hereunto subscribed my name es Secretary, and affixed the Corporate Seal of the Corporation, this 2nd day of APRYL 194_. ~pMPANY~ ycA~Mr~ I ~ ~~acx 1, t~ ICW CAL 37 ~A4FORNtF Secretary CONTP..ICT This Contract, made and entered into this ~~ ~ day of /~ ,~. , 19 S~lS by and be t•::een the City of Chula Vistra, a charter cit; , State of Caii~ornia, hereinafter called the "O-Ymer" and ~ov~ .J . ~~eo,~r~' }iereinaf'~er called the "Contractor"; .4ITNESSETE: That the Owner anu the Contractor for the consideration, hereinafter tamed, agree as follo~as: 1. The complete Contract includes all of the Contract Docwn:ents as if set forth in full herein, to wit: The Advertisement for ]aids; the Proposal; the Accapted Bid; the Affidavit to Accompany Proposal; the Faithful Performance Bond; the Labor and :,aterial Bond; the Plans and Specifications; Standard Specifications, Standard Special Provisions, Chula Vista Standard Special Provisions, Standard Plans, Special Provisions, this Contract and all addenda setting forth any modifications or interpretations of any of said Documents. ~ 2. The Contractor will furnish all materials except as otherwise provided in the Specifications or on the Plans and will perform all the work for: MODIFICATION OF CITY HALL ,~11 of ti:e above ~vorl: is on City property, and under the directions of tho Engineer or other official designated by the Owner to provide compliance ia;.th the terms and specifications of the contract and all included documents all as provided in and subject to the Contract Documents. • 3. The Oc•:ner ~•;ill pa;~ the Contractor in current funds for the per- formance of the Contract on the basis of the accepted unit prices and the actual measured quantities of work done at such times as are stated in the Specifications, and coill othe prise fulf.i?i its obligations thereunder. 4. Ali time li;zits stated in the Contract. Documents are of the .~s:>ence of this Contract. 5. In accordance with the provisions of Section 1773 of the Labor Code, the City Council has ascertained the general prevailing rate of ti,•acJes applicable to the work to be clone. Tlie prevailing wage scales arc avai]-able in the office of the City Engineer. 1 ~ -11- CONTRACT - Continued IN WITNESS WHEREOF, the parties hereto have executed this Contract 'the day and year first above written. FOR TIIE CITY: •BY AT FOR THE CONTRACTOR: BY BY I hereby certify that I have examined this Contract and find it to be in accordance with the provisions of the State of California. r/ BY CITY ATTORNEY ' ~ I~ fjl -12- ~~ (This affidavid shall be executed by the successful bidder in accordance with instructions in the Proposal Requirements of this contract, but bidder may execute the affidavit on this page at the time of submitting his bidl• ' NON-COLLUSION AFFIDAVIT To the City of Chula Vista, Department of Public Works, Division of Engineering: 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 and has not accepted any deposit from any sub- contractor or materialman through any bid depository, the by-laws, rules and regulations of which prohibit or prevent the Contractor from considering any bid from any sub- contractor or materialman, which is not processed through said bid depository, or which prevent any sub-contractor or materialman from bidding to any contractor who does not use the facilities or accept bids from or through such bid depository in connection with this contract. z~~Z~.u~~~d Aug Busines- s Address E L C v+ 3 u ~u, C ~, Place o Residence Subscribed and sworn to before me this / day of ARiI . 19~,• ~r, Notary Public in and for the County of ~~}N U/riaD . State of California. •. -~w~, t _~ l~SH (~ a~a. `, ~~ , ~ y _______...---- _~,.~ ~~' 1 -13- NotAYy lic WORKMEN'S COMPENSATION INSURANCE DECLARATION Date: I am aware of the provisions of Section 3700 of the Labor Code which requires every employer to be insured against liability for workmen'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. .~3 E Address ~t~ ~~ o U City State Phone Number 'o~~f~ -14- ~~~`7n~ State Contractor s License No. , . , -~ CXO~d, NAM[ PNU AI)bBr St ill PGI N/.Y I COMPANIES AFFORDING COVERAGES CHEVERTON-BACH/B. M. F. - --- P.O. BOX 12339 ~°"'"~"Y A ROYAL GLOBE SAN DIEGO, CA 92112 -- fpMPANY If1iER NAME AND ADDRE S$ (X IN$IIRID COMPANY LEiiCR DON J SIEGERT 2362 EUCLID AVENUE COMPANY D L[TTFH EL CAJON, CA 92021 COMPANY E LETTER i~ This is to certify that policies of insurance listed below have been issued to the insured named above and are in force at this time. Limits Df Liab li t in ousan s I COMPANY LETTER TYPE Or INSURANCE POLICY NUMRER POLICY EXPIRATION DATE EACH OCCURRENCE AGGREGATE GENERAL LIABILITY RoouviNTUer s f R n ll 11 ^ coMPREHENSVE EoRM PYA 156968 8-6- 82 ® PREMISES-OPERALION$ PROPERTY DAMAGE f f C%PLOSION AND COLLAPSE HAZARp © UNDERGROUND HAZARD EL1cJ-I PRODUCTS/COMPLfTEU OPEPATIONS HAZARD RODRV INJURY ANp OOD S 1 ODO S 1 CONTRPCiUAL INSURANCE PROPI HI V DAMAGC , , g BROAD rORM PROPERTY COMRMFD DAMAGE ^ INDf PFNp[NT f,ONIRACTORS ~P(RSONAI IN IURY !'f PSDNAL IN IURY t I AUTOMOBILE LIABILITY BODII V INIURV EPCH PI RSONI s IIAN coMPREHENSVE EORM ^ PYA 156968 8-6-82 eoDlLV wLUav (i A( 11 /CCIDENT) s ^ OWNED ^ PIRA( PI r IiAMAGC E HIRED ~ ^uDil Y IN IURY AND t 1>~~~ LAYW ON OWNRI I•ul ml RlY nPMnGF OMRiNt ^ ~' EXCESS LIABILITY luani v w wRV AnD ^ IIMRREII P rORM PNf ll'I RI V (1PMAG[ f S OI HFRTMAN UMRFf 110. rilMluNlb rORM WORKERS' COMPENSATION StAnll cHY and s EMPLOYERS' LIABILITY +rumr.~~ OTHER DESCRIPTION OE OPf RAIIONSiLOC AIIONSN[NICLCS "Notwithstanding any requirement, term, or condition of any contract or other document with respect to which th e certificate is issued, the insurance afforded by the policies listed on the certificate is sub,~ect to all the terms of such policies" Cancellation: Should any of the above desf. rjbed polic ies be cancelled before the expiratmn rt.lte thereol, the Isswnq cDm pany will endeavor to mad _ days written notice to the below named cerLhcate holder, but failure to mail such notice shall impose no obligation or liability of any kind upon the company. NAM[AND ADDRC 55 Of CERi lElfniF HOL DER p 4-3_60 (Bl)dsc DATE ISSUFL _ CITY OF CHULA VISTA L~ 276 FOURTH AVENUE ~ CHULA VISTA, CA 92011 1 ALIT HORSED REPRCSENTATiYE d:ORO A (Ln II11 /11~ PART 1 SPECIAL PROVISIONS, GENERAL /~~~ lU PART 1 SPECIAL PROVISIONS - GENERAL Part 1 shall conform to Part 1 of the Standard Specifications for Public Works Construction except for the following changes and/or additions: 1-2 Definitions (p.17) Add or substitute for: Agency - the City of Chula Vista, State of California Board - The City Council of the City of Chula Vista. Engineer - The City Engineer of the City of Chula Vista, acting directly or through properly authorized agents, such agents acting within the scope of the particular duties delegated to them. Laboratory - The designated laboratory authorized by the Engineer to test materials and work involved in the contract. Notice - Shall be deemed to have been given if served personally on the Contractor or his authorized agent, or mailed to the Contractor postage prepaid. Standard Special Provisions - "Standard Special Provisions" for use with "Standard Specifications for Public Works Construction" approved and adopted by the San Diego County Regional Standards Committee. Chula Vista Standard Special Provisions- Standard Special Provisions prepared and approved by City Engineer for use with "Standard Specifications for Public Works Construction" Standard Sepcifications - "Standard Specifications for Public Works Construction" 1976 edition and all subsequent additions and revisions approved and adopted by the San Diego County Regional Standards Committee. Standard Plans - San Diego Area Regional Standard Drawings, Chula Vista Design Standards - Construction Standards, detailsfo= standard structures, devices or instructions referred to on the plans or in specifications by title or number. State Standard Specifications - Standard Specifications, State of California, Business and Transportation Agency, Department of Transportation, dated January 1978 and all subsequent additions and revisions. (.r State Standard Plans - Standard Plans, State of California, 1i1 II Business and Transportation Agency, Department of 1~~ Transportation, dated March 1977 and all subsequent additions and revisions. -1- 2.1 Award and Execution of Contract (p.23) Add: The award of the contract, if it be awarded, will be to the lowest responsible bidder whose proposal complies with all the requirements described. The award, if made, will be made within sixty (60) days after the opening of the bids. All bids will be compared on the basis of the engineer's estimate of quantities of work to be done. The contract shall be and returned together ten (10) working days that the contract has be considered binding of the contract. signed by the successful bidder, with the contract bonds, within after the bidder has received notice been awarded. No proposal shall upon the City until the execution It shall be the responsibility of the successful bidder to make an appointment within the above time limit to sign the contract in the City Engineer's office and to discuss the construction operations with-the Engineer, or his representative. Failure to execute a contract and file acceptable bonds as provided herein within ten (10) working days after the bidder has received notice that the contract has been awarded, shall be just cause for the annulment of the award and the forfeiture of the proposal guaranty. RE'PURN OF BIDDER'S GUARANTIES: Within ten (10) working days after the award of the contract, the City of Chula Vista will return the cash or checks accompanying the proposals which are not to be considered in making the award. All other proposal guaranties will be held until the contract has been finally executed, after which the cash or checks will be returned. Bid bonds will be returned upon request. NON-COLLUSION PROVISION: The Contractor to whom this contract is to be awarded shall file a sworn Non-Collusions affidavit executed by, or on behalf of, the person, firm, association or coporation to whom the contract is awarded. This affidavit shall be executed and sworn to by the successful bidder before such persons as are authorized by the laws of the State of California to administer oaths, on the form included in these contract documents. The original of such sworn statement shall be filed with the City Clerk prior to the award of the contract. 2-5 Plans and Specifications 2-5.1 General Add: ~\~ (p. 26) All authorized alterations affecting the requirements and -1 information given on the approved plans shall be in writing. ~ No changes shall be made of any plan or drawing after the _2_ same has been approved by the Engineer, except by direction of the Engineer. Finished surfaces in all cases shall conform with the lines, grades, cross sections and dimensions shown on the approved plans. Deviations from the approved plans, as may be required by the exigencies of con- struction, will be determined in all cases by the Engineer and authorized in writing. 2_5,2 Precedence of Contract Documents Add: (p.27) thetfigurestwritten thereonanthebfiguresashallabentaken as correct. 2-10 Authority of Board and Inspection Add: (p.30) whenever the Contractor varies the period during which work is carried on each day, he shall give due notice to the Engineer, so that proper inspection may be provided. The Contractor shall pay a fee established by the City for inspection services, required outside of regular working hours, and on Saturday, Sundays, and Holidays recognized by the City. Any work done in the absence of the Engineer will be subject to rejection. Delete Section 4-1.3.3 "Inspection by the Agency" from Standard Specifications and add the following: 4-1.3.4 Inspection by the Agency and Testing (p.37) The Agency will provide all inspection of work and materials within the City limits of the City of Chula Vista. For private contracts, all costs of inspection at the source, including salaries and mileage costs, shall be paid by the Permittee. When required by the Engineer, tests shall be made to determine compliance with the plans and specifications. The test shall be performed by a laboratory approved by the Engineer and the number of tests shall be determined by the Engineer. The costs of these tests shall be borne by the Contractor. 6-3 Suspension of Work Add: (p.43) The City Engineer shall have the authority to suspend the work wholly or in part for such period as may be necessary to determine whether or not there has been compliance with any provisions of the contract and all 1L1 related documents due to the manner in which the work ,~~ has been performed. When the City Engineer orders 1~ -3- suspension of the work. for non-compliance with the contract terms, said suspension shall in no event extend past one week (7 days) unless the City Engineer or his designate shall file upon the Contractor a notice of non-compliance of contract terms. 6-6.2 Extensions of Time Add: (p.44) 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 City Council shall have the right to extend the time for completion or not, as may seem best to serve the interest of the City; and if it decides to extend the time limit for the completion of the contract, it 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, super- intendence, 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 liquidated damages nor the cost of engineering and inspection during any delay in the completion of the work caused by Acts of God or of the Public Enemy, acts of the City, fire, floods, epidemics, quarantine restrictions, strikes, freight embargoes, and unusually severe weather or delays of subcontractors due to such causes; provided that the Contractor shall, within ten (10) days from the beginning of such such delay, notify the Engineer, in writing, of the causes of delay,. who shall ascertain the the facts and the extent of the delay, and his findings of the facts thereon shall be final and conclusive. 6-7 Time of Completion Add: ONE HUNDRED (p.45) All work shall be completed within FORTY-FOUR (144) calendar days from the date of issuance o a notice to proceed. 7-2 Labor 7-2.2 Laws Add: (p.47) Employment of Apprentices Attention is directed to the provisions in Section 1777.5 ~~LI (Chapter 1411, Statutes of 1968) and 1777.6 of the Labor Code concerning the employment of apprentices by the prime contractor or any subcontractor under him who is I~ awarded a contract over $30,000 or 20 working days. -4- Section 1777.5, as amended, requires the contractor and subcontractor employing tradesmen in any apprenticable occupation to employ a ratio of not less than one apprentice for each five journeymen, except under the following conditions. A. When unemployment in the area of coverage by the joint apprenticeship committee has exceeded an average of 15 percent in the 90 days prior to the request for certificate, or B. When the number of apprentices in training in the area exceeds a ratio of one to five, or C. If there is a showing that the apprenticeable craft or trade is replacing at least 1/30 of its journeymen annually through apprenticeship training on a statewide or local basis, or D. When the Contractor provides evidence that he employs registered apprentices on all of his contracts on an annual average of not less than one apprentice to eight journeymen. The Contractor is required to make contributions to funds established for the administration of apprenticeship programs if he employs registered apprentices or journeymen in any apprenticeable trade on such contracts, and if other contractors on the public works site are making such contributions. The Contractor and any subcontractor under him shall comply with the requirements of Sections 1777.5 and 1777.6 in the employment of apprentices. information relative to apprenticeship standards, wage schedule, and other requirements may be obtained from the Director of Industrial Relations, ex officio the Administrator of Apprenticeship, San Francisco, California, or from the Division of Apprenticeship Standards and its branch offices. The City of Chula Vista is required to notify the Division of Apprenticeship Standards within 5 days of the award of any contract covered under the above provisions. 7-3 Liability Add: (p.qg) Property Damage 510,000 Automobile Property Damage The Contractor shall, within five (5) days. after the awarding of the contract, and before commencing the work of construction, deposit with the City Engineer of the City of Chula Vista, a certificate certifying that such insurance is, and will be, in full force and effect from the time the work is commenced until ,one completed. 1 -5- 7-10 Public Convenience and Safety 7-10.1 Traffic and Access Add: (p.52) All traffic control shall be done in accordance with the latest revised edition of the Traffic Control Manual prepared by the San Diego and Imperial Counties Chapter of the American Public Works Association. 7-13 Laws to be Observed Add: (p.55) Taxes All applicable State or Federal taxes shall be considered as included in the amount paid for the various items of work. The Contractor shall be responsible for payment of such taxes to the proper governmental authority. The Contractor shall keep himself fully informed and comply with all existing State laws and all Municipal Ordinances and Regulations of the City which in any manner affect those engaged or employed in the work, or the materials used in the work, or which in any way affect the conduct of the work, and all such orders and decrees of bodies or tribunals having any jurisdiction or authority over the same. Resolution 3077 requires that all underground work be completed prior to the street being surfaced. Contractors shall be licensed in accordance with the provisions of Chapter 9 of Division III of the Business and Professions Code, State of California. Unless otherwise specified, 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 of work. The Contractor shall have a valid City business license. 9-1 Measurement of Quantities for Unit Price Work Add: (p.59) The estimate of the quantities of work to be done and materials to be furnished are approximate only, being given as a basis for the comparison of bids, and the City of Chula Vista does not expressly or by implication agree that the actual amount of work will correspond therewith, but reserves the right to increase or decrease the amount of any class or portion of the work or to omit portions of the work that may be deemed necessary or expedient by the Engineer. 9-3 Payment oaf ~~ -~ 9_3,2 Partial and Final Payment Add: (p.61) The Engineer shall, after the completion of the contract make a final estimate of the amount of work done thereunder and the value of such work, and the City shall pay the entire sum so found to be due after deducting therefrom all previous payments 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 estimate and payment. The final payment shall not be due and payable until the expiration of 35 days from date of acceptance of the work by the City Council. It is mutually agreed between the parties to the contract that no certificate given or payments made under the contract, except the final certificate or final payment, shall be conclusive evidence of the performance of the contract, either wholly or in part, against any claim of the City, and no payment shall be construed to be in acceptance of any defective work or improper materials. And the Contractor further agrees that the payment of the final amount due under the contract, and the adjustment and payment for any work done in accordance with any alterations of the same, shall release the City, City Council and the Engineer from any and all claims or liability on account of work performed under the contract or any alteration thereof. 9-3.3 Delivered Materials Add: (p.61) The City shall retain 50 percent of the value of the -- materials so estimated to have been furnished and delivered and unused as aforesaid as part security for the .fulfillment of the contract by the Contractor and shall monthly pay to the Contractor, while carrying on the work, the balance not retained, as aforesaid, after deducting therefrom all previous payments and all sums to be kept or retained under the provisions of the contract. ~~ 1a -~- PART 2 SPECIAL PROVISIONS ~~ 1~0~ SECTION lA -SPECIAL CONDITIONS 1. GENERAL: A. lA LY B C. Addenda issued during the bidding period will become a part of the Contract Documents in the award and execution of the Contract. Addenda will be numbered consecutively ae issued. v 2. EXTENT OF WORK: Includes providing all labor, materials, transportation, equipment, appliances and services required to complete the Chula Vista Civic Center, Chula Vista, California in accordance with the Contract Documents, ae amended by any Addenda thereto, and in accordance with such additional instructions as may be issued. 3. INTENT OF THE CONTRACT DOCUMENTS: The intent of these Contract Documents is to provide the Owner with a building that is complete in all respects. All items necessary or reasonably required are to be provided to produce a complete and operational building including all mechanical and electrical systems. 4: WORK NOT INCLUDED: The following describes work which is not included under the Contract. At their option, the Owner may provide items and process, herein excluded, under separate contracts or other arrangements. A. Items indicated on the Drawings or specified ae N. I.C. (Not Included in Contract. ) GVAB ~ SPECIAL CONDITIONS lA-1 Q~ The Specifications are segregated into Divisions, Sections, Parts and Paragraphs for convenience. The limitations of work of the various trades relative to the Sections of the Specifications are the sole responsibility of the Contractor. B, Items or processes scheduled in a particular section describing specifically those items or processes which are not to be provided, performed, required or supplied, under this Contract. 5. DEFINITIONS• A, Acceptable: The words acceptable, acceptance or words of similar import refer to acceptance by the Architect and/or the Project Re- presentative or service which may be proposed for its conformance with or intent of the Contract Documents. B Direction: The words "as directed", "designated","instructed", or words . of similar import, refer to directions made by the Architect and/or the project Representative. C Indicated: The words "indicated" "shown", "detailed", "noted", • . import, are referencee to the "scheduled", or words of aimilar drawings accompanying these specifications. D Perform: The word "perform" shall mean that the Contractor, at . his expense, shall perform all necessary operations, labor and tools., equipment and transportation to complete the work. E Provide: The word "provide" shall mean that the Contractor, at . his own expense, shall provide all material and labor necessary to ~`' complete the work. F Reasonably Required: The term "reasonably required" shall include . those items which may not specifically be indicated or noted on the drawings but which can reasonably be assumed are necessary to com- plete the work of a particular Section or system. G. Required: The word "required" and words of similar import shall mean "as required" to complete the work of a particular Section of system. H Review: The words "review" or "reviewed" or words of similar import . refer to review by the Architect for conformance with or intent of the Contract Documents. I. Supply: The word "supply" shall mean for the convenience of these specifications that particular item or items are to be supplied to the job site for installation by Sub-Trades other than that trade supplying the item. This does not imply that installation is excluded from the Contract. J. Project Representative: Refers to the City of Chula Vista or the City's designated representative. K. Architect: Refers to Donald R. Goldman and/or his designated repre- aentative. CVAB ~ ~ SPECIAL CONDITIONS lA-2 6. STANDARD SPECIFICATIONS A. Standard Specifications, such as ASTM, AASHO, AWWA, AISC, ASA, Commercial Standards, Federal Specifications, NBFU, NFPA, NEMA, UL, and the like, incorporated in the requirements by reference shall be ~ those of the late et editions of time of receiving bide, unless otherwise specified. B. It shall be understood that the manufacturers and producers of materials re- quired and their agents have such specifications available for reference or are fully familiar with their requirements ae pertains to their product or materials. 7. CONTRACT BOUNDARY: Includes all work within the Contract Limit Lines shown on the Drawings. Work outside this line which is reasonably required to complete a system or item shall be included in this work. 8. SURVEYS AND LAYOUT: A. Accurately layout the work from drawings and estimate bench marks, lines and levels and related work. Verify lines and elevations as the work pro- presses. B. Repozt any discovered discrepancy between Drawings and existing conditions. Commencing work constitutes full acceptance of existing conditions. 9. CLARIFICATION OF DOCUMENTS: A. Prise to receipt and opening of bids, if during the preparation of the bid, ~ the bidder has any doubt as to the exact meaning of the Contract Documents or discovers any errors, discrepancies or omissions in the project plane, standard plans, specicial provisions, standard specifications, and refer- ence •pecifications, the bidder shall notify the Architect and bring it to his attention so that clarification can be made by addendum. Failure of the bidder to perform in a reasonable and prudent manner to notify the Architect of the need for clarification of the Contract Documents and of any errors, discrepancies or omissions contained in the Contract Documents. shall require the bidder, if awarded the contract, to perform the various items of work as contained in the bid proposal at the unit or lump sum prices bid for the various items of work contained in his bid proposal. No additional payment will be made after the receipt of bids. B. Notify the Architect before proceeding with construction, fabrication, pur- chasing or installation of any discrepancies found between Specifications and Drawings. or any contradictory sizes or plate numbers describing manufactured items. The Architect, subject to City's approval, will make the final determination in resolving any such discrepancies or contradictions. CVAB \ SPECIAL CONDITIONS lA-3 a~ lao 10. DRAWINGS SYr.~.ui~.ea.+""" °"" - ---- "' One copy of all Drawings and Specifications comprising the Contract Docu- ments is to be kept on the job, in addition to schedules, lists of materials and equipment, record drawings, Addenda and bulletins, Change Orders, letters regarding the work, transmittals and like documents relevant to the work. 11. MATERIALS AND EQUIPMENT: A. When any specified item cannot be furnished due to discontinued pro- duction, insufficient quantity or delay in procurement, the following is to be complied with: 1. Notify Architect in writing of proposed alternative. 2. Alternative must be of equal grade, quality, etc. 3. Where no equal grade exists or is not available, the Contractor is required to furnish the next higher or better grade or quality. This applies to all equipment, materials, finishes, etc., on this project. 12. SUBMITTALS St~ivara.r..~ ^••" ^"_----•---- In addition to the requirements of the General Conditions , re: Shop Drawings, Samples. Alternatives, the following shall apply: A. Provide shop drawings, manufacturer's literature, samples and other submittals required in these specifications within 35 days after con- struction agreement ie recorded or 45 days before ordering materials. Late submission of required submittals shall not relieve the Contractor of responsibility for timely delivery of materials. B. Prepare and Assemble Submittals as follows: 1, Provide minimum of 4 copies of each submittal. Provide addi- tional copies if sub-trades require more than 1 copy returned. 2. Shop Drawing Submittal same size as Contract Drawings or 8_1/2" x 11" (may be folded to 8-1 /2" x 11"). ~ CVAB /'~ SPECIAL CONDITIONS lA-4 O~" 1 l 3, Brochure submittal copies bound in 8-1/2" x 11" binders. ~- 4 Assemble complete submittals for each specification Section as . a complete bound set with project title, contract number and Contractor's name. More than one Mechanical Section may be grouped in one bound set. 5, provide index of all items included with each set. Assemble each set to include all submittals required for the specific Section. Title index with applicable specification Section and number. 6 Mark each item of submittal with specification paragraph number . to which it pertains. Where equipment is designated by number on the drawings, refer to this number in submittal. 7. Shop Drawings shall include, but not be limited to, the following; Details of fabrication, assembly, erection and connection. Materials used, including fasteners and attachments. All re- quired fabrication or installation dimensions shown on the Con- tract Drawings and applicable dimensions. All protective coatings and factory finishes fully described as to materials, number of coats and mil thickness, plated finishes, treatments and similar information. The materials and methods to be used in isolating `r..+' dissimilar materials. 8 Copies of product literature, used in submittals, which indicate . more than one product ar system on a sheet shall be clearly item and non-applicable material bl e marked to indicate applica crossed out. 9, Form of submittals: Arrange the submittal using the same numbering system and arrangement as each specification section. Make a statement for each specification paragraph or sub-paragraph which is preceded with a number or letter; such statement will be used to communicate what the Contractor is CVAB ~ SPECIAL CONDITIONS lA-5 9 °~ v submitting. In cases where the paragraph implies instruction only, the word "Noted" may be used indicating concurrence; otherwise, a statement requiring a formal answer from the Engineer should be made. Where common building materials such as wire or pipe are specified, the Contractor may use the words "As Specified" indicating total and strict compliance with the referenced paragraph. All other paragraphs involving a manufactured product and its installation requirements shall be submitted as specified herein, using the specification numbering system for identification. C. General Requirements: 1. Check submittals for conformance with the contract, date and certify prior to initial submitting. v 2. Submittals which are incomplete, not irronformance with these requirements and not dated and certified, will be returned unreviewed. Order no materials and/or equipment until review of submittals has been received. Extension of time will not be allowed because of delays caused by incomplete submittals, rejection of substitutions or late submittals. CVAB ~~ SPECIAL CONDITIONS lA- 6 3. U ae only one brand, kind and make of material or equipment for each specific purpose throughout the entire work of the Contract, ,r notwithstanding that similar materials or equipment of two or more manufacturers or producers are specified for the same purpose, except when specified otherwise. 4. Obtain manufacturer's instructions where installation of work is specified "per manufacturer's directions", or similar phrase, and distribute the necessary copies of such instructions. If speci- fically requested, supply copies to the Architect. 5. Prepare composite shop drawings and installation layouts when required to solve tight field conditions. Drawings to consist of dimensioned plans and elevations, and include size and location of sleeves, inserts, attachments, openings, conduits, ducts, boxes, structural interferences, etc. 6. Check submittals returned by the Architedto ascertain if notations result in a claim for extra cost and notify Architect in writing of any such claim before proceeding with work. Proceeding with work included in submittal without prior notification constitutes waiver of claim for any extra cost. 7. Make no changes to resubmitted submittals in excess of those `,, items noted by the Architect unless they are accompanied by a separate written notice precisely setting forth these changes and stating assumption of any additional costa. D. Samples: (Other Than Field Construction Samples) 1. Submit samples, when specified or requested, to the Architect. Samples submitted by the Contractor, not by subcontractors or suppliers. 2. Submit a minimum of two sample a, unless specifically noted or requested otherwise. 3. Label or tag each sample or set of samples identifying the manu- facturer's name and address, brand name, catalog number, pro- ject title, and reference each sample to that specific Section of the Specifications which required the sample. 4. Furnish sufficient samples for items required to have colors, CVAB SPECIAL CONDITIONS lA-7 ' 1<~ l~ patterns or textures selected to show the range of shades, tone value e, patterns, textures or other features available. `~.. E 5. Casework, lighting fixtures, equipment and items of similar na- ture may be used in the construction providing they are reviewed by the Architect prior to installation and carry identification that they are the reviewed samples. Identification of installed samples will not be removed until completion. 6. Submit samples in sizes or in conformance with any special re- quirements apecificaliy noted under other Sections. Alternatives (Substitutes) 1. General: Wherever catalog numbers and specific brands or trade names followed by the designation "or equal" are used in conjunc- tion with a designated material, product, thing or service mentioned in these specifications and/or drawing a, they are to establiahthe standards of quality and utility required. Substitutions which are equal in quality, utility and visual compatibility to those specified will be acceptable, subject to the following provisions: a. All substitutions must be accepted by the Architect in writing. b. Submit a list to the Architect, within 35-calendar days after award of the Contract. The Architect may increase the submittal period beyond 35-calendar days if the schedule allows. c. Acceptance shall not relieve the Contractor from complying with the requirements of the drawings and apecificationa„ and the Contractor ie responsible, at hie own expense, for any changes resulting from hie proposed aubatitutiona which affect other parts of his own work or the work of other contractor a. d. Failure of the Contractor to submit proposed aubatitutiona for review in the manner described above and within the time pre- scribed shall be sufficient cause for disapproval by the Architect. CVAB 2. Wherever catalog numbers and specific brands or trade names not followed by the designation "or equal" are used in conjunction with a designated material, product, thing or service mentioned in these D~~ ~G SPECIAL CONDITIONS lA-8 fi: specifications and/or drawings, no substitutions will be accepted. 3. Submittal Form: v a. Submit a typewritten list containing a description of each proposed substitute item or material in the form and quan- tity required for submittals. b. Include, when applicable, comparable dimensional data, drawings, samples, literature or other detailed information that will demonstrate that the proposed aubatitute is equal in quality, utility and visual compatibility to that specified. ' c. Include the height, width and depth, blower outlet areas, coil face areas, CFM ranges, required RPM, HP, wheel dimension and other items of engineering nature for equipment such ae blowers, fans, pumps, air handling units, toile, terminal reheat boxes and the like, submitted for comparison purposes. Accompany with substitution submittals, fan or pump curves on air handling equipment or pumps. d. Explain, in letter form, any substitutions which are made because of probable installation problems, nonavailability, late delivery, serviceability, etc. e. Availability of maintenance and replacement parts and materials, the availability of manufacturer's technical representatives and such other factors that relate to the maintenance and repair of installed items, without excessive inconvenience to the Owner will be a factor in determing acceptability of substitutions. f. Provide economic analysis using fir at coat and operating coat and maintenance cost. Analysis must be of a comparative nature noting total owning and operating costa. The ASHRAE guide may be used as a format. 4, Testa: Teat proposed aubatitute materials or equipment, when requested, to determine quality and/or strength, its physical, chemical characteristics, its durability, finish and/or efficiency, by an acceptable testing agency, at no additional coat. 13. TEST REPORTS: A. Provide copies of all teat reports required herein or as may be requested. B. Distribute copies of reports as follows: CVAB ~~ SPECIAL CONDITIONS lA- 9 1®Q Project Representative Architect ~. Mechanical/ Plumbing/ Electrical Engineer Others 3 2 2 A~echanical items 2 Plumbing items 2 Electrical items 1 As specifically noted C. On reports, identify facility or company performing test, lab test no. , date of test and date and location of tested sample, if applicable. Re- fer to Specification Section requiring each particular teat. 14. RECORD DRAWINGS: In addition to the requirements of the General Conditions, re; Drawings Reflecting Actual Construction, the following shall apply: Prepare record set of drawings and "ae built set" conforming to the following requirements: A. Obtain from the Owner and maintain in the office of the Construction Inspector., at the job site, a complete Record Set of black line prints. 1. Periodically up-date this set of prints to show every change from the original Contract Drawings. 2. Mark the Record Set prints to show the precise location of concea e work and equipment, including concealed or embedded piping and conduit, invert elevations of piping and conduit outside of the building perimeter. 3. Do not use the Record Set for any purpose other than as a Record Set, nor shall it be construed as authorisation for the Contractor to make any changes in the layout of work without prior approval in each case. B. Obtain and pay for, upon completion of the work, one complete set of myLr reproductions of the Contract Drawings, from the Architect, at cost. 1. Record and identify all changes and information shown on the Record Set of prints, maintained during the work, onto the new mylar As- Built Set. CVAB o~~`~ I SPECIAL CONDITIONS 1A-10 2, Obtain and pay for any additional sheets necessary to complete the Ae-Built Set of the same size, bordering, titling and identification `~ as the Record Set. C. Final Review: 1. Provide a set of blackline prints of the completed mylar As-Built Set and deliver to the Architect for review. 2. Make any changes and corrections which the Architect may require for final review. 3. Sign the mylar As-Built Set when completed and stamp or note "Aa-Built" on each sheet as a complete and accurate record of the work as built. ¢, Provide the Architect the completed and stamped mylar As- Built set and three blue line prints of the stamped set. 5. 15. GENERAL CONSTRUCTION RERUIREMENTS: In addition to the General Conditions, re: Contractor's Responsibility for the Work, the following shall apply: A. Noise and Dust Abatement: 1. During the entire period of construction, the Contractor shall exercise all reasonable and necessary means to abate undue noise, including mufflering of all pneumatic equipment. 2. Perform necessary sprinkling and wetting of the entire construc- tion site so that said premises will not be excessively dusty at any time and the amount of dust carried in the air will be kept to a minimum. B. Equip carts, hand trucks, wheelbarrows, and similar wheeled convey- ances used on, or in, any portion of the structure, with pneumatic tires unless prior approval has been obtained. CVAB e ~~ '~ SPECIAL CONDITIONS lA- 11 C. Equip all internal combustion engines and compressors with mufflers to reduce noise to a minimum, and operate only in adquately ventilated ~•- areas. D. Storage of Materials: 1. Protect job site storage of materials from damage due to weather and damage arising from the operations under the Contract. 2. Remove atyimaterials damaged during storage from the job site. E. Protection of Work and Facilities: 1. Protection of existing site improvements and landscaping to remain. a. Protect roads, streets, curbs and paving over which construc- tion operations occur. b. Periodically clean up, including wash down of paved areas adjacent to construction site which are outside of Contract limits but which are used for construction access. c. Protect trees, shrubbery and lawns occurring within the Con- tract limits and noted to remain, and those landscape elements r.. located along access routes which may be affected by construc- tion. d. Irrigate any landscape elements within Contract limits, at least once a week, unless these elements are served with an operating irrigation system. e. Maintain water wells and berme constructed to reduce run-off during irrigation of landscape elements. Construct new water wells and berms, ae required, in areas disturbed by construc- tion activities. f. Replace and/or repair all damaged site improvements or land- scape elements at no cost to the Owner. 2. Protect all elements of the work. Protection includes but is not limited to the following: a. Parts of Work in Place that are subject to injury, because of GVAB SPECIAL CONDITIONS lA- 12 ~~~ ~~ operations being carried on adjacent thereto, shall be covered or substantially enclosed. b. Protect permanent openings used as thoroughfares for the intro- duction of work and materials to the structure, including finished stair treads. c. Protect shop primed metal work until ready for finish painting, clean and spot prime any damaged parts. d. Protect roofing materials when moving equipment over roofs or where workmen are working on roofs or adjacent areas. e. Protect corners of all exposed work subject to possible damage. f. Periodically check and repair protective devices as necessary to insure continuing protection. 16. CODES STANDARDS AND REGULATIONS: In addition to the requirements of the General Conditions, re: Laws to be Observed-Generally, the following shall apply: A. Code and standard specifications incorporated by reference shall be v those of the latest edition at the time of receiving bide, unless otherwise specified. B. All work shall be performed and shall comply with applicable laws, or- dinances, rules and regulations of the State of California and Federal O. S. H. A. Regulations. C. Applicable portions of the California Administrative Codes (C. A. C. ) Title 8, Title 17, Title 19 and Title 21. D. Specific codes applying to work as specifically referenced in other Sections. E. The use of equipment, appliances, tools, hoists, scaffolds and like items shall be in conformance with all State Safety Codes and Regula- tions and Federal O. S. H.A. Regulations. F. Verify requirements of codes and regulations and enforce applicable CVAB SPECIAL CONDITIONS 1A-13 ~~a ~~ portions, both with employees and subcontractors. G. Provide all employees and subcontractors with hard hats to be worn at all times while on the job site. Provide adequate signs at appropriate locations warning all employees of this requirement. Persons not wearing hard hate may be discharged from the job site. 17. FIRE PROTECTION: A. Provide, maintain and enforce the following fire protection and preven- tion conditions and requirements during the entire construction period, 1. Daily inspections shall be made and the entire project inspected each week to verify that requirements are being adhered to. 2. Provide and maintain sufficient Class A (ordinary combustible) fire extinguishers so that at no time the travel distance to a fire extinguisher will exceed 75 feet. provide Class BC extinguishers at locations where flammable liquid or electrical hazards exist. 3. Location of extinguishers shall be determined by the Fire Preven- tion Bureau. All extinguishers shall be of the approved type. B. No open burning or fires shall be permitted. C. Locate only a daily working supply of highly flammable building materials inside of or on the roof of the building. D. Use only fire resistive tarpaulins during course of construction. E. Store oil soaked rags, papers and other highly combustible material in closed containers at all times and remove from the building at the end of each day. F. Flammable liquids or combustible materials shall not be poured into sewers, manholes, traps or future landscape areas. Dispose of off site, together with flammable or waste material subject to spontaneous combustion. G. Highly combustible and flammable liquids shall be stored in a secure area outside of the building. CVAB SPECIAL CONDITIONS 1A-14 a~ ~~~ together with flammable or waste material subject to spontaneous com- bustion. Make appropriate arrangements for storing these materials outside of the buildings. I8. CLEAN-UP: In addition to the requirements of the General Conditions, re: Glean-Up of Project and Site, the following shall apply: A. Thoroughly clean the inside and outside of all structures, including all fixtures, equipment, walls, ceilings, floors and hardware, cleaning of roofs, windows, and opening ledges and sills, interior and exterior horizontal projections, exterior steps, platforms and walkways. 1. Completely remove duet, dirt, stain, hardmarks, paint spots, plaster drippings, and like defects from all surfaces. Clean and polish metal surfaces using only noncorrosive and non-abrasive materials. Wash ceramic surfaces and polish glazed surfaces. 2. Clean and polish plumbing fixtures and lighting fixtures, free of rust, dirt, duet, stains or waste material. Clean and service equipment and machinery and leave ready for use. ~ 3. Wash and polish glass on both sides and leave free of dirt, marks, labels, or spots. Use no scraping device which will scratch glass surface. 4. Wash and mop concrete and ceramic floors free of streaks or stains. Clean resilient flooring ae specified. 5. Any cleaning deemed deficient shall be immediately corrected as directed. B. Rubbish and Waste Materials: 1. Supply and maintain portable trash containers on job site for use during entire duration of project construction. 2. Dispose of no rubbish or waste material on site, except in portable containers. No temporary dumping, during construction, of con- crete, plaster, oil or gee or cleaning fluids or other deleterious matter is permitted. Soil in landscape damaged by inadvertent CVAB h~r' SPECIAL CONDITIONS 1A-15 to UI dumping shall be removed to a minimum depth of 6" and disposed of off site. 19. OPERATION AND MAINTENANCE: A. Operation Teat: 1. The Contractor shall conduct an operation test to demonstrate that all building systems have been completed and will perform in compliance with contract requirements. Perform this teat under simulated operating conditions for one consecutive twenty-four hour period. This test may be witnessed by the Architect or his representative at the Architect's option. 2. The cost of utilities, materials and qualified operating personnel is to be borne by the Contractor. 3. Provide written notice to the Architect at least five days prior to starting the teat and provide a written record of teat results using recording type instruments where practicable. B. Operation and Maintenance Data Submittal: General: Submit to the Architect for review four copies of complete `~.i operation and maintenance data, as specified herein, and in other sections of these specifications. Submit data a minimum of 30 days prior to completion of the contract. The contract shall not be con- sidered complete until this data has been reviewed by the Architect. 1. Assemble all data, except that noted to be mounted in frames, in three-ring loose-leaf binders, complete with index, indexed dividers and permanently attached exterior labels on cover and back of binders. 2. Data Required: a. Manufacturers' Manuals: Complete installation, operation, maintenance and service manuals and printed instructions and parts lists for all materials and equipment, where such printed matter is regularly available from the manufacturer. This includes, but is not limited to, such service manuals as may be sold b'y the manufacturer covering the operation and .i CVAB a`~~ 6~ SPECIAL CONDITIONS lA- 16 maintenance of his items, and complete replacement parts lists sufficiently detailed for parts replacement ordering "' to manufacturer. Bound publications need not be assembled in binders. b. Equipment Nameplate Data: A typewritten list of all mecha- nical and electrical equipment showing all equipment name- plate data exactly. Identify equipment by means of names, symbols, and numbers used in the Contract Documents. c. System Operatin¢ Instructions: Typewritten instructions covering operation of the entire system as installed (not duplicating manufacturers' instructions for operating in- dividual components). Include athematic flow and control diagrams as appropriate and show or list system valves, control-elements, and equipment components using identi- fication symbols and numbers. List rooms, area of equip- ment served and show proper settings for valves, controls and switches. d. stem Maintenance Instructions: Typewritten instructions covering routine maintenance of the system. List each item of equipment requiring inspection, lubrication or service and briefly describe such maintenance, including types of lubri- ~' cants and frequency of service. It is not intended that these instructions duplicate manufacturers' detailed instructions. Give name, address and phone number of nearest firm authorized or qualified to service equipment or provide parts. e. Wall Mounted Data: Frame one set of typewritten system instructions and diagrams ae required under Paragraphs 2. c and 2. d above, cover with glass and mount in locations as directed by the Architect. This set of instructions is in addi- tion to the four required herein before. C. Instruction of City of Chula Vista personnel by the Contractor: 1. After work under this contract is'completed, tested and accepted, and before final payment is made to the contractor; and not less than five days after submittal of the Operation and Maintenance Data required in Paragraph B of this Article, the Contractor shall operate all the systems for a period of 1 twenty-four hour period CVAB O~~ SPECIAL CONDITIONS lA- 17 during which time he shall keep on the project a competent person or persons familiar with the items installed whose full-time assign- " ment will be to instruct the City of Ghula-Vista personnel in the operating and maintenance of the equipment and systems. 2. Any instructions from manufacturers' representatives required under other sections of this specification shall be conducted during this period. This instruction period shall be conducted after com- pletion of all piping and equipment labeling required by the Contract. 3. All arrangements and notices for operation and instruction periods shall be made through the Architect. 4. This one day instruction period shall be in addition and subsequent to any period of operation, test and adjustment called for else- where in these specifications. 20. TESTING AGENCY A. In addition to the requirements of the General Conditions, the following schedule applies to coats of testing and inspection of all items or ma- terials furnished under the Contract: 1. The Owner selects the testing agency or engineer and pays v for the costs of tests, test reports and applicable test costs for: a. Quality Control Test s, as may be specified or as may be determined. 2. The Contractor pays for the cost of tests, teat reports and appli- cable test costs that: a. Fail to meet the requirements of the specifications. b. Require re-testing to produce conformance with the speci- fications. c. Are necessary to substantiate quality or performance of sub- stituted items. CVAB SPECIAL CONDITIONS 1A-18 a'~~ 21. ORAL MODIFICATIONS: It shall be distinctly understood that no oral statement of any person shall be allowed in any manner to modify any of the contract provisions. Changes shall be made only on written authorization of the Project Rep. except in an emergency endangering life or property. All field change orders shall be signed by the Architect, General Contractor and Project Representative. 22. GENERAL GUARANTEE: Neither the final certificate of payment nor any provision in the Contract Documents nor partial or entire occupancy of the premises by the Owner shall constitute an acceptance of work not done in accordance with the Contract Documents or relieve the Contractor of liability in respect to any express warranties or responsibility for faulty materials or workmanship. The Contractor shall remedy any defects in the work and pay for any damage to other work resulting therefrom, which shall appear within a period of one year from the date of final acceptance of the work unless a longer period is specified. The Owner will give notice of observed defects with reasonable promptne a s. 23. PRE REQUISITES TO FINAL PAYMENT: The Contractor shall satisfactorily fulfill all of the following requirements L of the Contract Documents before making request for final payment: A. Complete and receive Architect's approval of all phases of the construction. B. Deliver to the Architect and receive his written approval of the following: 1, Written guarantee. 2. As-Built Drawings (Per Paragraph 14) 3. Record of all inspections and tests. 4, File of all Operation and Maintenance Manuals (Per Paragraph 19) CVAB ~ SPECIAL CONDITIONS 1A-19 l,~o`~ 24. REQUEST FOR PAYMENT DATE: v The City of Chula Vista shall determine the date for Request for Payment & said date once determined shall be the same date each month. In determining the Request for Payment Date, the Contractor shall allow the Architect and Omer 15 working days for processing each request. 25. CORRESPONDENCE: All correspondence shall be transmitted to the Architect: Donald R. Goldman & Associates 3604 Fourth Avenue San Diego, California 92103 Attention: Donald Goldman with two copies to: City of Chula Vista P. O. Box 1087 Chula Vista, California 92012 Attention: Director of Building & Housing ~ 26. FAIR. EMPLOYMENT: The Contractor agrees to comply with all regulations enacted by the Fair Employment Practices Commission pursuant to Labor Code Section 1431(b) and complete compliance reports ae required. The Contractor shall require similar reports of all first tier subcontracts in excess of $5, 000. Such reports shall be completed on forme provided by the Owner within ninety (90) calendar days after the award of the Contract. The Contractor may be requested to. update these reports periodically should changes occur that would affect the nature of the Contractor's ability to comply with the applicable Federal, State and local regulations governing nondiscrimination in the employment of personnel on this project. The Contractor shall permit access to hie records of employment. employment advertisements, application forma and other per- tinent data and records by the Fair Employment Practices Commission or other appropriate agency for purposes of investigation to ascertain compliance with this provision. CVAB ~~ 1~°~ SPECIAL CONDITIONS 1A-20 SECTION 1B - TEMPORARY FACILITIES PART 1: GENERAL 1 . 1 PRINCIPAL ITEMS OF WORK INCLUDE: a, Field Office and Storage Sheds. b. Toilet Facilities. c. Temporary Utilities. d. Telephones. a Barricades and Scaffolding. f. Temporary Interior Heating. '~ g. Signs. 11, Parking. 1.2 DESCRIPTIONS a. Field offices and storage sheds: 1. General: Suitable temporary facilities including storage sheds as required for the prosecution of the work of the project. 2. Contractor's field office: Temporary field office or trailer for use by Job Superintendent. 3. Location of field offices and any necessary storage sheds and storage areas shall be located as shown or as directed by the Owner. b. Toilet facilities: 1, Portable type for use of persons employed on the project. 2. Maintained in sanitary condition regularly cleaned and serviced. 3, portable type for Chula Vista employees. ~ CVAB ~ TEMPORARY FACILITIES IB-1 ~~~ c. Temporary utilities: ~ 1. General: A. Determine with the Owner's representative location for, and connecting of, all temporary utility services. B. Pay for all fees, hook-up charges, temporary service runs and meters, valves and similar devices required for temporary services. C. Apply for all permits and pay all metered utility bills for this project. D. The Owner's are not liable for costs involved in furnishing temporary utility services to subcontractors, such costs being a matter between Contractor and his subcontractors. 2. Water: A. Provide services adequate to serve construction requirements and fire protection. ~ B. Provide back flow preventora ae required to prevent contamina- tion. 3. Power: A. Provide services adequate to serve construction requirements and install in conformance with applicable codes, ordinances and laws. B. Provide illumination of an intensity which will allow trades to perform their work properly. Correct insufficient illumination when directed by Architect. C. Maintain temporary electric distribution materials in good condition; replace or repair defective materials immediately. d. Telephone: Provide and pay for all telephones used in Contractor's field office for duration of project. Provide to City emergency telephone numbers for Contractor's company and all subcontractors. ~ CVAB ~ TEMPORARY FACILITIES 1B-2 ~~ c. Fencing: 1. Fencing: Provide fencing barricades around each phase of the entire construction site area designated as corporation yard. Fencing shall consist of 6' high chain link fencing complete with hinged, lockable gates at points of access. Solid wood fencing may be substituted at Contractor's option. It is the intent of this fencing to prevent unauthorized access into the construction area. a. Fencing shall not block normal vehicular access to Civic Center Complex. b. Portions of the fencing which may be removed to allow certain construction functions to be performed, shall be immediately ~' replaced upon completion of that phase of work, unless accessory fencing around that particular area is provided. c. Maintain integrity of fencing during the entire construction period. 2. Construct and maintain all temporary items in conformance with all applicable rules and regulations of the Industrial Accident Commission of the State of California and federal requirements of O. S. H. A, or other agencies having jurisdiction. f. Temporary interior heating: 1. Temporary interior heating devices, such ae salamanders, etc. may be used only when specifically directed by the Architect. g. Signs: In addition to requirements of General Conditions, re: Project signs, advertising, the following shall apply: CVAB Q~~ ~O TEMPORARY FACILITIES IB-3 (No signs are permitted except as may be required to indicate project identity and security information. ) 1. Project identification sign, minimum 8-foot by 6-foot size, stating name of Project, Contractor, Architect and Engineers. a. Supply in conformance with a shop drawing provided by the Architect. b. Construct the sign of 3/4" exterior grade, medium density overlay Douglas Fir plywood, with frame and poets, braced to resist wind. Paint the sign backgrounds and all other eur- facea with two (2) coats of exterior type alkyd paint, over a suitable primer, with lettering applied by a professional sign painter. 2. Security signs: Provide security signs stating no trespassing except for authorized personnel and that this is a hard hat area. a. Locate a sign at each access gate and any area of probable unauthorized access, or as may be directed. b. Supply security signs 18" x 24" minimum, painted on tempered hardboard and prepared by a professional sign painter. c. Erect sigma outside of public right of way where possible. Signs within public right of way will require encroachment permit from City of Chula Vista. i. Parking: 1. Parking within the corporation yard will be limited to the architect and hie consultants, the Contractor's management personnel, the Project Rep and trucks and special vehicles of the contractor, subcontractors and suppliers which hold or carry supplies, tools, materials, etc. specifically for this project. 1.3 COMPLETION a. Disconnect and remove all temporary facilities and utilities from site upon completion or as progress of work permits. b. Repair any damage or replace any item which may have resulted through use or function of any temporary facilities. CVAB ~(~ TEMPORARY FACILITIES 1B-4 ~~~ ' SECTION 2A - DEMOLITION ... PART 1• GENERAL 1. 1 PRINCIPAL ITEMS OF WORK INCLUDE: a. Removal of portions of structure and finish in existing building to be altered. b. Removal of electrical, mechanical and plumbing items. c. Cutting and removal of existing asphaltic and concrete paving. d. Remdval of trees, shrubs and grass. e. All items indicated or noted on demolition drawings. f. Disposal of demolition debris. g. Removal and disposal of existing carpet and pad where shown on drawings. 1.2 REQUIREMENTS: a. Inspect the site and determine the nature and location of the work of this section, the general and location conditions, particularly those bearing upon transportation, access, disposal, handling and removal of materials, and all other matters which may in any way affect this work. b. Perform all work in conformance with all federal, state and local ordinances relating to work of this nature and the protection of the public and the flow of traffic. Apply and pay for all permits and fees required, for all work of this Section. CVAB ~~ DEMOLITION to-1 ~~ 1 c. If any existing active services are not indicated, but are encountered and require protection or relocation, consult the Architect, in writing, `" for decision or diapoetion. DO NOT PROCEED until written inatruc- tiona are obtained. d. Protection: Preserve in operating condition all active utilities trans- versing or adjacent to the project site. Protect all property including, but not limited to, mains, manholes, catch basins, valve boxes, poles, guys, and other appurtenances, street signs, stop signs, and traffic signals. Damage to any such utility or other public or privately owned items shall be repaired as directed by the authorities having jurisdiction. e. Removal of any items within public right of way requires permit from City of Chula Vista Director of Public Works. 1.3 EXECUTION: a. Spray area with water to provide adequate duet pallitation during major demolition work. b. Protest all curbing and paving items to remain. c. Saw cut paving, curbs, etc. where the adjoining surface ie to remain. d. All debris created by the demolition as shown on drawings and site paving is to be disposed of off the site in a legal disposal area. \./ e Deliver to the City of Chula Vista, Department of Public Works, as . directed, all items noted to be salvaged. Any salvageable items not specifically anted to be salvaged are to become the property of the Contractor. f. Remove all abandoned utility lines if discovered occurring within building site. Cap and plug all abandoned pipe and conduit with a 6' minimum concrete plug unless directed otherwise. g. Hazards exposed as a result of demolition operations shall be pro- perly fenced and posted. h. Trees, bushes, plants, and similar material, not specifically marked to be retained in position, or relocated, shall be removed. Planting may be removed by complete destruction or by excavation and moving. All roots shall be completed excavated to a minimum depth of 12" and removed. ~- CVAB ~~ DEMOLITION 2A-2 1~~ i. Holes and trenches which are the result of the work of this Section shall be backfilled and compacted. j, Demolition: The Contractor shall prosecute the demolition work at such times and in a manner approved by the Architect and with the least possible disturbance to all parties concerned. The drawings do not necessarily indicate in detail the full extent of the demolition and related work that will be necessary. 1. 5 PROTECTION SHORING AND BRACING OF EXLSTING BUILDINGS: a. Remove finishes, framing and other items from studding, beams and other existing framing that remains in a manner that will not reduce the structural strength or damage the surfaces left exposed. b. Remove all anchorages, nails and other items from surfaces that receive new materials and finishes. c. Shore all construction that has support removed by demolition of foundations, walls, or columns. Submit a detailed plan of shoring or other provisions made for worker protection and structural support. If such a plan varies from standards established by Con- struction Safety Orders, the plena and details shall be prepared by a registered civil engineer whose name and registration. number ~ shall be indicated on the plans and details. d. Brace all construction that has had lateral support removed or significantly reduced by removal and demolition of walla, wall finishes, roof framing or other item. Bracing shall be equivalent to that which would be required during construction of new work of comparable hazard. If such work varies from standards established by Construc- tion Safety Orders, plans and details shall be prepared as required by 1. 5 (e). e. Design, inatallatio~ protection, maintenance and removal of the re- quired shoring and bracing shall be the sole responsibility of the Contractor and the registered engineer preparing the plena and details. A schedule indicating sequence of installation, demolition operations, construction operations, installation of new supports and removal of shoring and bracing shall be submitted to the Architect. f. Obtain appropriate permits from California Division of Public Safety. CVAB 1~ DEMOLITION ZA-3 1° -{, 1.6 CLEAN - UP During demolition operations, all debris, trash and rubbish resu tang from the work of this section shall be removed from the site as it accumulates. At the completion of this work, the buildings and site shall be left in a clean condition for construction and grading operations. `-' CVAB ~{~~ DEMOLITION ~'4 1° SECTION 5A - STRUCTURAL STEEL AND MISCELLANEOUS METAL a/ DART 1: GENERAL i. 1 PRIDiCIPAL ITEMS OF WORK INCLUDE: a. Structural steel beams, columns, plates. shapes and fabricated connections. b. Shop and field welding. ' c. Shop priming and field touch-up priming. d. Bolts sad miscellaneous metal items not specifically included in other Sections. 1.2 RELATED WORK SPEC3FIED ELSEWHERE: a, Demotion: Section Demolition. b. Folding Parition: Section Specialties.. 1.3 REQUIREMENTS• a. Submit the following for review: ~, 1. Shop drawings of all fabricated items. b. Standards: 1. ALSC Standard Specifications, 7th Edition; Design, Fabrica- tion and Erection of 8truetural Steel for Buildings. 2. American Welding Code for Welding in Building Construction. PART 2s PRODUCTS 2. 1 MATS ~~ a. Structural steels ASTM A36-70a. CVAB ~~ leo STRUCTURAL STEEL 5A-1 ~.. b. Flat plater and eheete: ASTM A570.70, standard mild steel, Grade "C" abase 3/16" or lees thick, otherwise ASTM A36-TOa. c. Light steel: ASTM ASTO-70. d. Threaded bolts and nuts: ASTM A307 and ASTM A3t5. e, Welding electrode: Per AWC, elaeeifiestion number and procedures as recommended by electrode manufieturer for intended use. f, Welded etude: Threaded studs equal to "Nelson" granular flux filled Muds for automatic welding. g. Metal primer: Shop and field, Type• per Section Painting. h. Non-shsink groat: Equal to "Por-Rock" or "Five Star" grout. t. l• FABRICATION: a. Holes: Az det n1ched or burned holes ~nDrifting notfpermitted.~er trades. No pu b, Welding: Shielded electric arc procee• per AWS Standard Code. Minimum size of structural welds, 3/16" x 1=1/2", ezcept reeis- tance seam welds. Certified welders only for structusal connections. 1. Grinding: Grind welds smooth with flush joints on exposed archi- tectural surfaces. y, peening: Remove flux and weld spatter, peen and grind off sharp projections a• necessary to eliminate unsightly conditions on ex- posed structural welds. ;, permanently concealed welds e ,~ CVAB Cleaning and priming: prepare for painting or galvanizing. 1. Clean all metal surfaces to be shop primed of rust, mill kale, grease and oil by sandbLstinQ prior to application of primer. ~~ 1° STRUCTURAL STEEL 'SA-t 2. Shop prime with two a uisement of Ssction Printing pto produce be gslvaniaed, pe q a 2.0 mil dry film thickness. d. Provide aII supports and fastening devices idr fabricated items of finish to match fabricated item. pART 3• EXECUTION 3. 1 INSTALLATIONS a. Metal work: Exceeding tolerance limits specified herein constitutes grounds for rejection of arork performed under this Section. 1. Variation from plumb in say !0' maximum, - 1/8". u t. Variation from level in any 10' maximum. - 1 8 3. Variation from evenness in any 10' maximum, -1/8". b. Built-In Anchorage: Per equipment manufacturer's recommended sine and spacing or as detailed. c. Field painting: After installation, touch up all burned spots, scratches and abrasions with specified primer. ~ CVAB v~~ ~b STRUCTURAL STEEL SA-3 SECTION 6A - STRUCTURAL CARPENTRY PART 1: GENERAL 1. 1 PRINCIPAL ITEMS OF WORK INCLUDE: a. Rough framing. b. Rough framing material. c. Rough hardware. 1. 2 RELATED WORK SPECIFIED ELSEWHERE: a. Finish trim, wood doors and millwork: Section Finish Carpentry and Millwork. 1.3 REQUIREMENTS: a. Grade stamp all framing lumber and plywood. b. Stress grades for species and grades specified, per WC LIB ~i16 effective September, 1970. c. Treated wood, pressure impregnated per U. B. C. Standard No. 25-12-67. d. Plywood manufacturer per U. S. Product Standard IMPS 1-70 and graded per American Plywood Association Grades and Trademarks. e. Redwood grades and grade stamp per CRA-RIS. CVAB ~~~ i° STRUCTURAL CARPENTRY 6A-1 PART 2: PRODUCTS •.. 2.1 MATERIALS• a. Exposed framing, select members for appearance, note re sawn surfaces. b. Lumber: A1154S unless otherwise noted. 1. Concealed and exposed rough framing: USE Studs, blocking platen Rafters, columns, 4x6 and smaller, 4 x beams SPC L_NOTE Unleae specifically noted as Se1.Struct (123a) GRADE Std Lt. framing (122c) &etruct. jet & plank(123b) N1 etruct. jst. & planks(123b) SPECIES D. F. D.F. ~.. CVAB a~~ STRUCTURAL CARPENTRY l° 6A-2 c. Miscellaneous rough hardware: r 1. Nails, use and size per Chapter 25, Table 25N, U. B. C. of American manufacture, galvanized or aluminum where exposed to weather. 2. Framing anchors and connectors equal to Simpson Co. Strong-Tie or similar ICBO product code approved connectors. 3. Bolts, lags, anchors and screws: Standard manufacture, sizes as indicated or reasonably required, galvanized where exposed to weather. PART 3: EXECUTION 3.1 INSTALLATION: a. Rough framing per applicable sections of Chapter 25, U. B. C. b. Exceeding the tolerance limits specified herein constitutes grounds for rejection by the Architect. v 1. Variation from plumb: In any wall, 3/8";in 40 feet or more 3/4". 2. Variation from level or evenness: In any 10' maximum, 1/4", in any 20' maximum 3/8". 3. Variation of linear building lines: (From established position in plan and related position of columns, walls and partitions). In any 20' maximum, 1/2", in 40' or more, 1". c. Prior to cutting wood members, which may impair or weaken the structure, obtain approval of the Architect. d. Remove and replace wood members which have been split or have been damaged and thereby materially impairing their strength. CVAB U~~ ~O STRUCTURAL CARPENTRY 6A-3 J f. Provide framing to accommodate the work of all other trades, this includes, but ie not limited to, blocking, notching, backing, supports, cutting for openings of ducts, vents and pipes. g• h. 1. J• k. 1 CVAB Provide blocking, backing and block-outs for miscellaneous items provided under Section Specialties. Install all rough hardware as detailed or as reasonably required to complete all framing work. Provide washers for all bolts and lags when bearing on wood. Drill bolt holes same size as bolt diameter. Use treated wood where in contact with concrete where concealed; redwood where exposed. Joists and rafters, place with crown up on simple spans, crown down on cantilevers. ~~ STRUCTURAL CARPENTRY 6A-4 SECTION 6B - FINISH CARPENTRY AND MILLWORK w.~ PART 1• GENERAL 1. 1 PRINCIPAL ITEMS OF WORK INCLUDE: a. Finish Carpentry. b. Millwork. c. Wood casework. d. Laminated plastic casework. e. Existing wood panelling to be salvaged -See drawings. f. Laminated plastic countertops and fronts. g. Installation of wood doors. h. Installation of finish hardware, i. Miscellaneous wood trim and finish as detailed and required to ~ complete project. 1.2 RELATED WORK SPECIFIED ELSEWHERE: a. Supplying wood doors: Section Wood Doors. b. Supplying finish hardware: Section Finish Hardware. c. Painting: Section Painting. CVAB ~ FINISH CARPENTRY AND MILLWORK 6B-1 ~~ 1.3 REQUIREMENTS: ~ a. Submit the following for review in conformance with Section Special Conditions. 1. Millwork and casework shop drawing e, per WIC standards. 2. Duplicate material samples: A. Casework plywood, hardwood and wood: 12" x 12" B. Casework solid material, hardwood and soft wood: 12" long section. C. Plastic laminate: Manufacturer's standard samples. b. Millwork and casework manufactured and graded in cod ormance with Woodwork Institute of California (W. I. C. ). PART 2• PRODUCTS 2. 1 MATS LS• a. GeneraL• 1. Unless otherwise specifically noted on the Drawings, all materials are to be as specified and are to have physical characteristics equal to, or better than, those required herein. 2. Store all lumber that will be used in exposed work so that it will be protected from dampness, sun, etc. All exposed materials to be free of cupping, warping and damage of any ~ kind. CV AB 1~~ ` FINISH CARPENTRY AND MILLWORK 68-2 1 b. Hardwood casework, transparent finish. 1. W. I. G, premium grade construction, per Section 14. 2. Flush overlay type construction. 3. Plain sliced white oak, premium grade. 4. Type 13 or 14 doors and drawer fronts. c. Miscellaneous interior millwork (fixed shelving, hook strips, etc), opaque finish. 1. Douglas fir or Ponderosa pine, custom grade. d. Laminated plastic counter tops and faces. 1. W. I. C. premium grade construction, per Section 16. 2. Laminated plastic: Formica Corporation, General Electric "Textolite", Wilson Art or approved equal. Colors and type to be selected from pattern or solid color range including white and satin or textured finishes. e. Casework Hardware: 1. Adjustable shelf standards equal to Garcy or Knape and Vogt N255 shelf standards and~256 shelf support. PART 3: EXECUTION 3.1 PREPARATION• a. Back prime or seal prior to setting all millwork in contact-with or mounted against concrete or plaster per Section Painting. 3.2 INSTALLATION: a. Finish Carpentry: Exceeding the tolerance limits specified herein constitutes grounds for rejection of work performed under this section. CVAB ©~ I t~ FINISH CARPENTRY AND MILLWORK 6B-3 1. Installation of millwork and miscellaneous finish carpentry items shall conform to the following tolerances: ~'' a. New wood door frames and trim to match existing conditions except where shown on drawings as otherwise. b. Existing wood paneling to be salvaged and re-installed as shown on drawings shall match existing conditions. 2. Drill holes for nailing, if necessary, to avoid splitting. Where nailing is necessary, use finish nails and countersink. b. Doors: 1. Fit door to frame, allowing where occur e, for painter's transparent or opaque finish and applied floor finishes. 2. Clearances: Unless specifically noted, allow 1/16" maximum at jambe and heads, 1/2" maximum above floor finish, 3/4" minimum for areas schedule to receive carpet. c. Finish hardware: 1. Install finish hardware supplied under Section Finish Hardware, except at demountable partitions. After installation, remove hardware that interferes with, or will be damaged by, any painting work. Label and reinstall after painting is completed. Hardware not removed, yet damaged, shall be replaced at no additional cost to the Owner. This applies to hardware at new and existing doors. 3. 3 FIELD CIUALITY CONTROL: Adjust all doors upon completion of finishes. Adjust hardware for ease of operation, free of binding and sticking, including adjustment of hard- ware to assure positive closing and locking. CVAB I FINISH CARPENTRY AND MILLWORK 6B-4 r ~ ~v°~ SECTION 7A -BUILDING INSULATION ~.. PART 1: GENERAL 1. 1 PRINCIPAL ITEMS OF WORK INCLUDE: a. Thermal insulation above new or existing suspended ceilings. b. Thermal insulation in existing attic space. 1. 2 RELATED WORK SPECIFIED ELSEWHERE: a. Acoustical insulation for ductwork: Section Mechanical. 1.3 REQUIREMENTS: a. Submit catalog data. PART 2• PRODUCTS 2.1 MATERIALS: `~" a. Thermal .insulation equal to Owens Corning Fiberglass or Johns Manville. 1, Ceilings: Kraft faced one side (R-19). PART 3: EXECUTION 3.1 LOCATION a. Above all new or existing suspended ceilings. b. In existing attic space. 3. 2 INSTALLATION a. Installation in strict conformance with manufacturer's instructions for "Thermal Barrier" applications for ceiling and roof areas. ~ CVAB ~.IH BUILDING INSULATION 7A-1 1° Y''~~ I SECTION 8A - GLASS AND GLAZING PART 1: GENERAL 1. 1 PRINCIPAL ITEMS OF WORK INCLUDE: a. Glass and glazing. b. Steel casement windows to match existing. c. Glazing accessories. d. Glazing of door vision panels. 1. 2 RELATED WORK SPECIFIED ELSEWHERE: a. Mirrors and frames: Section Specialties. 1.3 REQUIREMENTS: a. Glass graded per Federal Specification DD-G-451C. b. Labeling glass: Label each light of quality and grade of glass and manufacturer's name and brand designations. Leave labels intact until completion of work or until directed to remove. c. All glass and glazing in conformance with applicable portions of Chapter 54, U. B. G. PART 2: PRODUCTS 2. 1 MATERIALS a. Glass: 1. Clear sheet glass: 3/16" thick, equal to LOF or PPG "B" quality clear sheet glass. 2. Clear safety glass: 1/4" thick equal to LOF "Tuf-Flex" clear. b. Glazing: 1. Glazing tape: Equal to Pre rteformed to a reColor4 b~lackyisobutylene based, elastic compound, p P U "~ 1/8" x 1/2". 1o GLASS AND GLAZING 8A-1 CVAB 2. Centering shims: 1/8" thick, approximately 50 shore hardness. PART 3: EXECUTION 3.1 LOCATION: a. Glass types and their locations as indicated on drawings and window schedule. b. Verify all opening sizes at job prior to fabrication. 3. 2 INSTALLATION: Exceeding the tolerance limits specified herein, for work of this section, constitutes the grounds for rejection by the Architect. a. CVAB Glass: Perform glazing in strict accordance with "Glazing Manual" published by Flat Glass Marketing Association and as specified. 1 2. as ~~Q Set glass tight and true with glazing sealant, as specified. Trim excess sealant flush and neat and leave work clean. GLASS AND GLAZING 8A-2 SECTION SB - WOOD DOORS PART 1: GENERAL 1. 1 PRINCIPAL ITEMS OF WORK INCLUDE: a. Supplying wood •lab doors. 1.2 RELATED WORK SPECIFIED ELSEWHERE: a. Door frames; Section Finish Carpentry and Millwork b. Installing doors: Section Finish Carpentry and Millwork. c. Finish hardware: Section Finish Hardware. d. Vision panel glazing: Section Glass and Glazing. J 1.3 REQUIREMENTS: a. Graded per Woodwork Institute of California (W. I. C. ). Section 20. b. Shop drawings: Provide complete schedules and shop drawings. c. Doors damaged or stained due to negligence or improper storage and protection con:;titutes grounds for rejection by the Architect. d. Manufacturer's guarantee: Furnish guarantee of materials and work- manship for a period of two years. ~ CVAB `\~ WOOD DOORS 8B-1 ~~~ SECTION 8G - FINISH HARDWARE PART 1: GENERAL 1. 1 PRINCIPAL ITEMS OF WORK INCLUDE: a. Furnish and deliver all finish hardware complete. b. Furnish templates and installation instructions. 1.2 RELATED WORK SPECIFIED ELSEWHERE: s. Installation of finish hardware: Section Finish Carpentry and Millwork. b. Wood door frames: Section Finish Carpentry and M:7lwork. c. Miscellaneous casework hardware: Section Finish Carpentry and Millwork. 1.3 REQUIREMENTSs a. Submit the following for review in accordance with Section Special Conditions. 1. Hardware schedule: Detail hardware requirements in a schedule. indicating door types and sizes, locations, quantities, manufac- turer's names, catalog numbers, keying, fastening, finish and hand of each item. 2. Hardware set number listed to be identified withQre same numbers listed in this Se ction. Note all changes or substitutions proposed if varying from this specified schedule. 3. If requested submit catalog data on each specified item. 4. If requested submit samples of particuLr hardware items. 5. Submit hardware templates for all hardware applied to metal frames. Provide manufacturer of metal frames with approved duplicate copies of all templates. CVAB ~~ ~~~ FINISH HARDWARE 8C-1 PART 2: PRODUCTS 2, 1 MATERIALS: a. Slab doors: Solid continuous block core or high density particle board. Sizes as scheduled. 1. Custom Grade, Type A construction. 2. Face veneer suitable for clear finish, wood species to match existing doors. b. _ Vision panels: 1. Glass type as indicated per Section Glass and Glazing. 2.2 FABRICATION: a. Apply clear sealer to all cut outs for vision panels, louvers, door bottoms, etc. b. Store doors at job site in a dry, well-ventilated space, in conformance with requirements of manufacturer. PART 3: EXECUTION 3. 1 INSTALLATION: a. Install all doors in wood frames per Section Finish Carpentry and Millwork. CVAB ~ WOOD DOORS SB-2 log b. Protection, packaging, marking and list. ~., 1. Package and protect all hardware against deterioration and damage. Provide all screws, nuts, bolts, washers, grommets, and other fastening devices of appropriate type, metal and finish, as necessary for proper application of hardware. 2. Furnish hardware in proper "hand", each item individually packaged, and each package marked by appropriate heading numbers and locations taken from hardware list. • 3. Provide reference lists relating hardware items to intended use and opening using same marks as used on hardware. If dele- tions occur in list, note "not used" and continue sequences. 1.4 SPECIAL REQUIREMENTS: a. Hardware matchng requirements: 1. Locksets and cylinders for this project comprise a separate addition to existing facilities and shall match existing locksets, cylinders and key systems. See special keying instructions herein. v Z. Existing system is "Corbin". b. Keying: 1. Key system: A Provide all lock cylinders with a "constructive master key" system to be used during construction. B. Upon acceptance of the project, render all construction keys useless by s system which does not require dismantling of the locks. C. Master key all locks and cylinder; grand master keyed to the existing system. 2. The Architect will supply keying information at an appropriate date for the following: CVAB d~ 1 FINISH HARDWARE SC-2 A. Furnish three key changes for each change number. ~"' B. Furnish four master keys for each group. 3. Deliver all keys, except construction keys, directly to City of Chula Vista. Director of Building and Housing. A. Furnish one •et of factory key charts. B. Identify all keys by door number, heading number and key set symbols. c. Intent: It ie the intent of this section to describe the extent of finish hard- ware to be provided. Minor items not specifically noted or items that sre reasonably required to produce a complete and operating system sre intended to be included. PART 2• PRODUCTS `~' t.l MATERIAIS• a. Manufacturers: 1. Except for locks, hardware items of the type and quality speci- fied, as manufactured by Hager, Soas, Norton, I,CN, Quality, Trimco, Eagle. Sargent and Greenleaf, Bommer or other firm manufacturing equal product• will be acceptable subject to review as to equality. t. Manufacturer Reference Code: C -Corbin Hazdwsre D -Dryad S -Stanley Hardware R -Reese CVAB ,1 FINISH HARDWARE 8C-3 l~~ -f b. Finishes: ~ 1. Hardware finishes listed are U. S. Dept. of Commerce "Standard Finishes for Builders' Hardware." All areas (except toilet rooms): US IOB; Toilet rooms: US 32D and US 26D. 2. Door closers: Sprayed lacquer, color to match hardware lockset finish. c. General: 1. Silencers: Furnish rubber silencers for all wood door frames. 3 per door. Corbin #34 or approved equal. 2. Strikes for locks, latches and deadbolts: Furnish wrought boxes. 3. Butts: Flat button tip, non-rising pin type, unless otherwise specified. Furnish twist-off head screws for jamb leaf of half- mortise hinges. Omit butts at partition to be furnished by demountable partition supplier. 4. Push and pull plates: / A. Do not drill for cylinders or thumb turns unless so specified. Furnish standard drilling for securing corners and edges of push and pull plates. 5. Overhead closers: Surface mounted, key valve type. Furnish ten keys. 6. Screws and bolts: Furnish oval head Phillips type in cbunter- sunk holes, unless otherwise spscified or required. Use screws, bolts, washers. grommets, nuts and other fastening devices of appropriate type, metal and finish, as necessary for proper match and application of hardware. 2..2 HARDWARE SCHEDULE: a. Designations: Manufacturer's numbers used herein serve only to establish material, gauge, type. sire. function, design, quality and finish of hardware required. ~ CVAB ~ FIIdISH HARDWARE 8C-4 Boa b. Schedule: HARDWARE #1 Single Door - #1, #3, #6 Each Door: 1-1/2 Pr. butts F179 4-1/2" x 4" S 1 Lockset 833-455 C 1 Stop 139 C HARDWARE #2 Single Door - #2, #4, #5, Each Door: 1-1/2 Pr. butte F179 4-1/2" x 4" S 1 Lockset 833-455 C 1 Closer P500-3 C 1 Stop 139 C HARDWARE #3 Single Door - #8, #9, #10, #11, #12 Each Door: Reuse existing hinges, Lockset, stop, closer (if any) from existing door to be relocated. Notify Architect if existing hardware is impractical to be re-used. HARDWARE #4 Pair Doors - #13, #14 Each Pair Doors: 1 Pr. masonry hinges #1297, black finish 5 1 Cane bolt #1009, black finish KJI S 1 Gate latch # 1261, black finish KJI S HARDWARE #5 (Each cabinet door) 1 pair Cabinet hinges 1585-3/4"-LOB finish S 1 ea. Magnetic catches #41, single door S 1 ea. Magnetic catches #45, double & large doors 5 1 ea. Pull H-78 B.M.A. finish D CVAB ~_ `~ 40 FINISH HARDWARE 8C-5 HARDWARE #b Pair Doora #15 and #16 (bi-fold) Each pair doors; 1 Folding door pivot aet #2997, including track, pivots, hangers, etc. S I Pull H-78 B. M. A, finish D HARDWARE #7 Single Door- #7 1-1 /2 Pr. butts F179 4-1/2" x 4'~ S 1 Lockaet 833-455 C 1 Closer P500-3 C 1 Stop 139 C 1 Threshold T150A R PART 3: EXECUTION 3. 1 INSTALLATION Installation of finish hardware is specified in Section Finish Carpentry and Millwork. This work to be performed under the direction of the hardware supplier's Architectural Hardware Consultant. Upon comple- tion, the consultant is to inspect the project and advise the Architect in writing of the completeness and acceptability of the hardware installa- tion. ~,a~ I CVAB FINISH HARDWARE 8C-6 SECTION 9A - LATHING AND PLASTERING PART 1: GENERAL 1. 1 PRINCIPAL ITEMS OF WORK INCLUDE: a, Exterior and interior lathing. b. Exterior and interior plastering. c. Lathing and scratch coat for the work. d, Lathing accessories. 1.2 RELATED WORK SPECIFIED ELSEWHERE: a. Gypsum drywall: Section Gypsum Dsywall. b. Tile: Section Tile. \.r 1.3 REQUIREMENTS: a. Samples: 1. Submit samples of lathing accessories, if requested. b. Scaffolding and protection: 1. Provide and maintain required scaffolding, stagin, trestles and planking. 2. Protect finished surfaces installed prior to plastering by covering v CVAB ~~ LATHING AND PLASTERING 9A-1 ~~ with plastic sheets, non-staining Kraft paper, removable type ,~ masking tape or non-staining petroleum jelly ae appropriate to the surface being protected. PART 2• PRODUCTS 2.1 MATERIALS• a. Aggregates: Sand; ASTM C-35, washed natural sand. b. Hydrated lime: ASTM C206, Type S. c. Portland Cement: ASTM C150. d. Gypsum lath: ASTM C37, 3/8" thickness. e. Metal lath: Flat expanded copper alloy steel, galvanized, weighing 3.4 pounds per square yard. f. Line and tie wire: 18 gauge minimum soft annealed galvanized steel wire. g. Stucco mesh: Welded or woven, zinc coated steel wire, 18 gauge 1 inch mesh, or 16 gauge 2 inch mesh. h. Strip lath and cornerite: 4 inch wide, galvanized. i. Building paper: Type I, Grade B at South wall, Grade D elsewhere, Style 2. j. Corner beads: Equal to Milcor ~1 with 2-7/8" minimum wing. k. Metal casing beads: Equal to Milcor Nbb. Interior and exterior: 7/8". 2.2 MIXES• a. Proportions and mixing for Portland cement plaster shall be as per table 47-F, UBC. b. Packaged material products, mixed and proportioned per manufacturer's printed instructions. r CVAB ~~ ~O LATHING AND PLASTERING 9A-2 PART 3: EXECUTION 3. 1 CONDITION OF SURFACES: a.. Cover no items of incomplete or faulty work which will adversely affect the work of thin Section. These items include but are not limited to: 1. Work requiring approval by inspectors prior to covering. 2. Obviously faulty or incomplete work of other trades. 3. Improperly set grounds and/or supports for this work, installed by other trade a. 3.2 PREPARATION• a. Existing exterior planter surfaces: 1. Patch as required prior to application. of brown coat. Uae a mixture of one part plastic cement to three parts plaster sand. 2. Where existing plaster is removed, openings enlarged, etc. break back existing plaster at 45° angle. 3 4 Thoroughly wash down area to be patched to remove all duet or residue prior to application of scratch and brown coats. Uae metal lath or strip-lath to join existing with patched or new plaster. Lap lath at new or patched areas with existing. CVAB {~Q~~ LATHING AND PLASTERING 9A-3 V 6. Install metal trim, beads, reinforcing, etc. as detailed and where required. 7. Reinforce all openings with strips of expanded metal lath, min. 2" x 8". Run diagonally at each corner. 8. Flash new or revised openings with minimum 6" wide strip of 15 pound felt or siealcraftflashing paper, shingled into building paper, unless metal flashing is indicated. b. New exterior plaster surfaces: 1. Apply building paper, over wire baclking secured to wood frame and covered with stucco mesh or paper backed wire lath per Chapter 47, UBC. 2. Flashing: Flash all exterior openings with minimum 6" wide strip of 15 pound felt or sisalcraft flashing paper, shingled into building paper, unless metal flashing is indicated. 3. Reinforce all openings with stripe of expanded metal lath, minimum 2" x 8". Run diagonally at each corner. c. 4. Install metal trim, beads, reinforcing, etc. as detailed and where required. Interior lathing: 1. All lathing per Sectioa 4705 and Tables 47-B and 47-C, UBC. 2. Apply paper backed metal lath to walla and ceilings which receive ceramic tile. 3. Provide metal corner beads at all external corners. 4. Provide metal casing beads at all openings unless detailed otherwise. 5. Provide metal casing beads at all terminations of plaster against other materials unless detailed otherwise. v CVAB ~~ V~ LATHING AND PLASTERING 9A-4 6. Run all corner beads and metal casings continuously whenever ,~ possible with butt joints tight and in alignment with adjacent member. Run beads and casings straight and true, shimmed when necessary to produce an even, level or plumb finish surface. 3. 3 INSTALLATION: a. All placing and curing of plaster material per Chapter 47, UBC with the exception that minimum interval between second and finish coats of Portland cement plaster to be 14 days. b. Exterior plaster: 1. Three coat work totaling not less than 1" thickness. A. Scratch coat: 3/8" thick. B. Brown coat: Approximately 3/8" thick. Flush with existing or new surfaces. C. Finish coat; Minimum 1/8", match existing. ~ c. Interior gypsum plaster 1. Three coat work totaling 7/8" thickness. A.. Gypsum lath: 3/8" thick. B. Brown coat: 3/8" thick. C. Finish coat: Minimum 1 /8" thick, match existing. d. Cement plaster backing for tile: 1. Scratch cost: 3/8" thick. 3.4 FINISHES: a. Exterior and interior plaster:_ 1. All new finishes to match existing. ~~~~ 1 CVAB LATHING AND PLASTERING 9A-5 3.5 PATCHING a, Prior to completion, patch all damaged plaster surfaces due to other trades, improper protection, or incomplete work of this Section. b. Damage shall include both physical and color damage. 3.6 CLEAN-UP a, In addition to the requirements of the special conditions, perform periodic clean-up of areas affected by the work of this Section. b. Care is to be exercised to maintain adjacent surfaces, subject to damage clean and free of plaster materials. CVAB ~~ 4~ LATHING AND PLASTERING 9A-6 SECTION 9B - GYPSUM DRYWALL PART 1: GENERAL 1. 1 PRINCIPAL ITEMS OF WORK INCLUDE: a. Drywall walls and ceilings. b. Drywall accessories. 1.2 RELATED WORK SPECIFIED ELSEWHERE: a. Plastering: Section Lathing and Plastering. b. Insulation: Section Building Insulation. c, Wood door frames: Section Finish Carpentry and Millwork. v 1.3 REQUIREMENTS: a. Samples: Submit samples of $rywall accessories if requested. b. Submit manufacturer's literature for drywall aad metal trim, if varying from that specified. PART 2: PRODUCTS 2.1 MATERIALS a. Fire retardant gypsum drywall per ASTM C-36-?0, Type "X" equal to U, S. Gypsum "Fire code" or Georgia Pacific "Fire Stop" 5/8" thickness, tapered with round edge. b. Moisture resistant drywall per ASTM C-36-70, equal to U. S. Gypsum "Sheet Rock", Georgia-Pacific "Bestwall", 5/8" thickness. c. Metal trims: Rolled from galvanized steel, equal to U, S, Gypsum Company or Casings, Inc., Weat Middlesex, Pennsylvania. For CVAB O©~~ GYPSUM DRYWALL 9B-1 I convenience, catalog numbers for Casings, Inc. are used unless `~ specifically noted otherwise. 1. Edge Casing fk123 'U' shape, thickreas as required. 2. Corner Guard (1240 with undercut none, 1-1/S" x 1-1/8" at 90° corners. d. Joint Treament materials: (all of one manufacture) Equal to U. S. Gypsum or Georgia Pacific. For convenience catalog numbers of U. S. Gypsum are used. 1. Prefill material, "Durabond 90". 2. Joint reinforcement: "Perf-A-Tape". 3. Joint compound: "Durabond Joint Compound -Taping". 4. Topping: "U. S. Gypsum Joint Compound - Topping" e. Fasteners: 1. Nails: 6d or 8d annular ring cooler Haile. ~ 2. Screws of a type conforming to code requirements may be substituted for nails (at Contractor's option), on interior partitions only. PART 3• EXECUTION 3. 1 CONDITIOPd OF SURFACES: a. Cover no items of incomplete or faulty work which will adversely affect the work of this Section. Those items include but are not limited to: ~ CVAB '~~~~ GYPSUM DRYWALL 9B-2 1. Work requiring approval by inspectors prior to covering. ~. 2. Obviously faulty work. 3. Improperly set grounds and/or supports installed by other trades. 4. Finish wood frames and trim set in drywall walls and ceilings which are not sealed or primed. 5. Incomplete installation of inaulationin ceilings. 3.2 INSTALLATION: Per Sections 4711 and 4712, Chapter 47 UBC. a. Walla: \.. 1. Gypsum drywall applied horizontally and secured to wood studs with 6d cooler nails at 7" o. c. perimeter and all bearing points. Sd cooler nails at 8" o. c. at second layer of drywall where scheduled. 2. Nails or screws installed with minimum margin of 3/8" from edges or ends of all panels. 3. Where second layer of drywall is scheduled, stagger joints on a different stud than that of first layer. b. Ceilings and soffits: 1. Gypsum drywall applied perpendicular to supports and secured with 6d cooler Haile at 6" o. c. End joints centered on joist. c. Trim: CVAB 1. Apply edge casing plumb and true to all openings and to exposed ends of wallboard abutting another material unless specifically de- tailed otherwise. 2. Apply corner guard plumb and true to all exposed exterior corners q ~aa b GYPSUM DRYWALL 9B-3 in continuous lengths whenever possible. d. Door frames: 1. Coordinate installation of wood door frames installed under Section Finish Carpentry and Millwork. 3.3 FINISHING: a. Mixing of joint compounds and surface finiehea per printed instruc- tions of manufacturer. b, joint treatment and fastener depressions. 1. Apply materials per drywall manufacturer printed instructions. 2. Provide three coats of joint compound and topping at all exposed joints and nails. Sand between coats. Allow for drying between coats per the manufacturer's instructions. 3. At concealed surfaces and areas to receive application of rigid material, tape joints and provide one coat of joint compound at joints and fastener depressions. 3.4 CLEAN-UP AND REPAIR.: a. Periodic and final clean-up in conformance with Section Special Conditions. b. Repair surface damage and defects caused during the installation of drywall after trim has been applied and prior to application of finishes. Use finishing cement in repairing surface defects and bring to a true plane leaving surface entirely uniform in appearance. c CVAB Leave all surfaces scheduled for painting or vinyl wall covering clean, free of any damage and ready for application of finish. 1 ~~ Y~ GYPSUM DRYWALL 9B-4 SECTION 9C - TILE PART 1: GENERAL 1. 1 PRINCIPAL ITEMS OF WORK INCLUDE: a. Ceramic the floors, walls and ceiling. b. Setting beds and grouting. c. Metal dividing strips. d. Cleaning and protection of finished work. 1. 2 RELATED WORK SPECIFIED ELSEWHERE: a, Plaster scratch coat: Section Lathing and Plastering. 1.3 REQUIREMENTS: a. Submit the following for review: 1. Samples: Upon receipt of the color schedule, submit duplicate samples of specified tile. Submit samples of trim, if re- quested. Mark the the samples with the name of the manufac- turer and the room or space in which the the is to be used. 2. Manufacturer's literature and color samples of grout. TILE 9C -1 cvas qpb~ b. Standards: All materials and installation in conformance with appli- cable portions of ANSI A108. 1, . 2, . 3, .4 and Tile Council of America, Inc. 1977 Handbook for Ceramic Tile Installation unless specifically noted otherwise. c. Due to the special nature of the tiles herein specified, it shall be the responsibility of the Contractor to notify the Architect within 30 days after receipt of the General Contract that the tiles have been ordered. PART 2• PRODUCTS 2.1 MATERIALS: a. Ceramic Tile: Interpace Corp. Franciscan "Terra Grande" 6" x 3" x 1/2". D-100 Textured glaze. Colors selected from standard D-100 series. b. Portland Cement: ASTM C-150, Type 1. c. Hydrated lime: ASTM C-206 or C-207, Type S. d. Sand: ASTM C-144, washed clean and graded. e. Water: Clean and potable. f. Metal dividers: 18 gauge standard brass divider stripe. g. Setting bed: 1. Ceramic the walls and ceilings: One part Portland cement to 1/2 part hydrated lime and 4 parts dry sand or 5 parts damp sand by volume. h. Thin set: 1. Ceramic the floors: Dry-set mortar, conforming to ANSI 118. 1 for thin-set application. 0~-1`~ CVAB ) Q TILE 9C-Z PART 3: EXECUTION:' `~ 3. 1 LAYOUT OF WORK: a. The details and elevations shown on the drawings assume full the with no cutting. Horizontally, the shall be set starting with full the at the points most exposed to view and running into the corners. b. Floors: Generally, the the shall be laid so as to center the pattern in each space. Joints shall ali¢n with wall and base ioints. c. Procedure: Before laying any tile, the Contractor shall lay out a plan, establishing the points where cut the will be placed, and the sizes of cut tile. He shall go over the the laying plan with the Architect and receive the Architect's acceptance be~~ proceeding. 3. 2 CONDITION OF SURFACES: a. Inspect all surfaces which are to receive the work. Starting of work shall imply acceptance of the surface by the the subcontractor. ~ b. Cover no items of incomplete or faulty work which will adversely affect the work of this Section. These items will include but are not limited to: 1. Defective or improperly installed lath and scratch base coat. 2. Walls out of plumb. 3. Obviously faulty work of other trades. 3. 3 INSTALLATION a. Floor Areas: 1. Preparation: Sweep clean. Thoroughly soak with water and then duet with dry Portland cement, scrubbed in with a stiff broom. ~ CVAB ~~ TILE 9C- 3 l °~ 2. Thin set floor tile: Conform to recommended standard specifications for ceramic the TCA Method F113-80. 3. Setting and grouting floor tile: Spread mortar bond coat on existing concrete slab to thickness of 3/32" min. and commence laying tile. Set straight edges to lines established to keep joints parallel and uniform over entire area. Make joints between sheets same as joints between the on sheets, and leave no indication of jointing between sheets. Tamp the solidly into bed using wood blocks of size insuring solid bedding free from depressions and high spots. Finish floors flush with bases, strainers, and drains. When ready, moisten and remove paper sheets, fill joints full and flush with specified grout, wipe excess grout from face of the and leave all joints finished at uniform depth. 4. Set metal dividers at all junctures of the and other flooring materials. b. Wall and Ceiling Areas: '~ 1. Preparation: The surfaces shall be thoroughly cleaned of all loose or foreign material, saturated with water and covered with setting mortar mixed as hereinbefore specified. 2. Setting bed: The mortar shall be applied to the scratch coat in the usual manner to a thickness of not more than one-half inch unless otherwise specified. The setting bed shall be applied in areas not greater than can be covered with the before the mortar reaches its initial set. The surface of the setting bed shall be brought out to the required plane to form a true and plumb bed for the tile. 3. Setting and grouting wall and ceiling tile: Install with proper in-and-out angles, returns, and other fittings to produce approved arrangements. Every 16" vertically cut setting bed with trowel point over top of tile. Butter back of the with neat cement grout as placed. Arrange jointing between sheets, beat into place, and grout the same as for floor the using specified 'grout for wall tile. CVAB ~~ TILE 9C-4 c. Exceeding the tolerance limits specified herein constitutes grounds for rejection of work performed under this Section. 1. Variation from Plumb: 1/8" maximum in any 6'. 2. Variation from level (except at sloped areas): 1/8" maximum above or below a true plane in 8'. 3. Variation from evenness: 1/8" maximum ~ of a true plane in 8'. 4. Variation of the joints: Exceeding manufacturer's standard spacing by 1/32". 3.4 CLEANING• a. Clean all the per printed instructions of the a rotectuad scent metal,, If dilute solutions of acid are recommended, p j enameled. and painted surfaces from damage with a coating of vaseline. b. c Remove coating upon completion. Protection: taped in place. CVAB ~o~~ l Protect all floors with heavy Kraft paper, lapped and TILE 9C-5 SECTION 9D - ACOUSTICAL v. PART 1: GENERAL 1. 1 PRINCIPAL ITEMS OF WORK INCLUDE: a. Suspended acoustical unit ceilings including suspension system. 1. 2 RELATED WORK SPECIFIED ELSEWHERE: a. Drywall : Section Drywall b, Grilles and registers: Section HVAC equipment. c. Acoustical insulation for ductwork: Section Ductwork. d. Lighting fixture a: Section Electrical. 1.3 REQUIREMENTS: a. Submit the following for review: Samptaile of seilsm c bracang sy temon system components and wall trim: b. Cooddrdinate installation of electrical fixtures and mechanical air handling systems supply and returns integrated into suspended ceiling system. c. Standards: Per ASTM C635, A-366, A-625 Intermediate Structural cla a sification. d. Upon completion, supply Owner with 50 acoustical the unite of each type for future replacement. Supply in packaged cartons marked with project name and description of item. ~~ ~ ACOUSTICAL 9D-1 cuss lb PART 2: PRODUCTS `' 2.1 MATERIALS• a. Suspended ceiling systems: 1. Exposed Tee Grid System: Chicago Metallic Company, 800 series. 2. Main runners and cross tees: A. Systems rated "intermediate" structural classification. B. Gold rolled steel, electro zinc coated and factory painted bronze (03). C. Exposed flange: IS/16 inch. 3. Wall angles: Chicago Metallic N1419-01, White. Angle shaped, hemmed edges, 3/4" x 3/4". 4. Hanger wire: {-12 or $10 guage soft annealed galvanized steel. b. Acoustical Tile Units, exposed tee system: `~./ I. U.S. Gypsum„ Armstrong or approved equal, mineral fiber. 2. Pattern: "Fissured" -verify to match existing ceiling panels. 3. Size: 24" x 48" x 3/4". 4. Color: To match existing. ~ CVAB ~~~\ ACOUSTICAL 9D-2 1 "\ PART 3: EXECUTION `r, 3. I INSTALLATION: EXPOSED TEE SYSTEM a. Hanger wires: 1. Space #12 hanger wires not to exceed 48" on center each direction. Use #10 wires for any spacing exceeding 48". 2. Install additional hanger wires at ends of suspension members, maximum 8" from vertical surfaces. 3. Install splay wire bracing at 45° to plane of runner. 4. Wrap wire a minimum of 3 times horizontally, turning ends upward. b. Perimeter members: 1. Install wall angles at intersection of suspended ceiling and vertical surfaces. 2. Miter corners where wall angles intersect. 3. Attach angles to vertical surfaces with mechanical fasteners and ~ to main runners and cross tees at two adjacent walls. Maintain clearance at other two walls. c. Main runners and cross tees: Layout in conformance with reflected ceiling plan. Verify starting points with Architect. 1. Space main runners at 48"on center attaching to hangar wires at minimum of 48" centers. 2. Space cross tees at 24" on center 3. Provide a rigid laterally braced grid system, level to 1/8" in 10' in all directions. d. Acoustical units: 1. Install in level plane in straight line courses. 2, place materials to bear all around on suspension member e. ACOUSTICAL 9D-3 ~ CVAB ~~ 1©~ 3. 2 GLEANING AND TOUCH-UP: a. After installation of acoustical material has been completed clean all surfaces, removing any diacolorationa, foreigh matter, and touch-up all abraded spots and edges (if any) to match the factory finish of the tile. b. Replace any cracked or damaged the which is not repairable. '~., -~ CVAB ~~` ACOUSTICAL 9D-4 1~ I SECTION 9E - RESILIENT FLOORING '~.. PART 1: GENERAL 1. 1 PRINCIPAL ITEMS OF WORK INCLUDE: a. Vinyl Asbestos Floor Tile. b. Rubber base. 1. Samples: Submit duplicate samples of floor tiles and base. 2. Manufacturer's printed instructions for crack filler, adhesive and cleaning instructions for floor tile. b. Replacement Stock: Furnish Owner one extra box of the for each color selected. 1. 2 RELATED WORK SPECIFIED ELSEWHERE: a. Tile: Section Tile. 1.3 REQUIREMENTS: a. Submit the following for review: PART 2: PRODUCTS 2.1 MATERIALS: a. Vinyl Asbestos Tile: National Floor Products Company, Inc. , Azrock or equal Tru-Chip type, 12" x 12" x 1/8". Colors to be selected by Architect. Use Azrock "Thru-Onyx" for bidding purposes. CVAB o~ RESILIENT FLOORING 9E-1 c. Rubber base: Burke Rubber Co. or Kentile Floors, Inc. 4" high by 1/8" thick, including pre-moulded external corners at 4" base v conditions. Cove type at vinyl asbestos and rubber the floors. Straight type at carpet. Burke Color #598p for bidding purposes. Final color selection by Architect. d. Vinyl asbestostile adhesive: Waterproof, type and composition recommended by manufacturer of floor and base material. PART 3: EXECUTION 3.1 PREPARATION: a. Thoroughly clean floor surfaces, removing any and all foreign matter, grease, oil and dirt. Sweep surfaces removing all dust immediately prior to applying primers, fillers and adhesives. b. Fill floor cracks and imperfections with filler recommended by manufacturer of floor tile. Notify the Architect of any imperfections that are not reasonably patchable prior to installing tile. c. Ghosting of sub-floor imperfections and dirt through floor the due to improper cleaning and patching constitutes grounds for rejection and replacement. 3. 2 INSTALLATION: a. Mix vinyl the adhesive per manufacturer's instructions. b. Install the per manufacturer's printed instructions. Maintain installing room temperatures required by manufacturer with portable heaters. c d. CVAB At exposed cut outs and irregular surfaces, 1/32" is maximum allow- able gap. Lay vinyl asbestos the square with axis of rooms, perimeter the not less than 4" wide. ~1~ RESILIENT FLOORING 9E-2 e. Vinyl asbestos the pattern: Stagger joints and run pattern in one direction only; obtain approval of Architect for direction. V b/ v 3. 3 f, Install base in all locations scheduled. Install in long lengths (minimum 18" long filler pieces); cement top and toe in continuous ribbons and set tight to floor. Set premoulded external corners prior to setting wall runs. PROTECTION: a. Cover completed floors with heavy non-asphaltic non-staining type building paper. Protect all work until final cleaning. Allow no traffic on rubber the floor for a minimum of 24 hours after laying. b. Immediately prior to final inspections, remove protection. Replace any damaged the and clean floor. CVAB ~~ ~~~ RESILIENT FLOORING 9E-3 2. Thin set floor tile: Conform to recommended standard specifications for ceramic. the TCA Method F113-80. 3. Setting and grouting floor tile: Spread mortar bond coat on existing concrete slab to thickness of 3/32" min. and commence laying tile. Set straight edges to lines established to keep joints parallel and uniform over entire area. Make joints between sheets same as joints between the on sheets, and leave no indication of jointing between sheets. Tamp the solidly into bed using wood blocks of size insuring solid bedding free from depressions and high spots. Finish floors flush with bases, strainers, and drains. When ready, moisten and remove paper sheets, fill joints full and flush with specified grout, wipe excess grout from face of the and leave all joints finished at uniform depth: 4. Set metal dividers at all junctures of the and other flooring materials. b. Wall and Ceiling Areas: 1. Preparation: The surfaces shall be thoroughly cleaned of all loose or foreign material, saturated with water and covered with setting mortar mixed ae hereinbefore specified. 2. Setting bed: The mortar shall be applied to the scratch coat in the usual manner to a thickness of not more than one-half inch unless otherwise specified. The setting bed shall be applied in areas not greater than can be covered with the before the mortar reaches its initial set. The surface of the setting bed shall be brought out to the required plane to form a true and plumb bed for the tile. 3. Setting and grouting wall and ceiling tile: Install with proper in-and-out angles, returns, and other fittings to produce approved arrangements. Every 16" vertically cut setting bed with trowel point over top of tile. Butter back of the with neat cement grout as placed. Arrange jointing between sheets, beat into place, and grout the same ae for floor the using specified 'grout for wall tile. CVAB ,t~ TILE 9C-~ ~p0 SECTION 9F - PAINTING PART 1: GENERAL 1. 1 PRINCIPAL ITEMS OF WORK INCLUDE: a. Painting of exterior and interior metal surfaces at new casement windows. b, Painting of interior drywall surfaces. c. Painting and staining of interior wood surfaces. d. Painting of exposed piping, conduit, boxes, ductwork, grilles and registers, etc. not specified to be painted under other sections. e. Painting of exterior plaster surfaces at patched areas. f. Finish painting of exposed items supplied with factory prime coat. ~ 1. 2 RELATED WORK SPECIFIED ELSEWHERE: a. Shop priming of miscellaneous mechanical equipment: Section Mechanical. b. Shop priming of miscellaneous electrical equipment: Section Electrical. c. Shop priming of structural steel: Section Structural Steel. ~ CVAB ~~~ PAINTING 9F-1 I~ 1. 3 MATERIALS AND SURFACES NOT TO RECEIVE PAINT OR STAIN ~ a. Tile, acoustic tile, resilient base, laminated plastic, aluminum, finish hardware and other product items with factory finish unless specifically noted to be painted. b. Name plate or identifying devices on equipment to be painted. c. Piping and ductwork concealed in attics and similar furred spaces. d. Mechanical and electrical equipment with factory baked enamel finish. e. Moving metal parts of mechanical equipment. f. Mechanical and electrical equipment, piping, ductwork, etc. with galvanized finish except at exposed exterior locations. 1.4 REQUIREMENTS: a. Submit the following for review: 1. Material list of all proposed paint materials. A. List shall contain manufacturer's printed data indicating that all materials proposed conform to specifications. 2. Paint and stain samples: A. A color schedule for all colors will be submitted to the Contractor as a guide in mixing his samples. This schedule will not necessarily use standard colors of paint brand used by this Contractor. B. Submit 8-1/2" x 11" samples of each complete paint finish leaving 1-1 /2" wide stripe along one edge showing each undercoat. Samples to be on heavy, durable, nonporous paper and labeled as to color number and name. C. For natural or stain finishes, submit samples using material matching species and grain of material installed, leaving first 1" strip untreated and 1-1 /2" stripe showing each under- coat. Undercoat of each coat shall be of a different value from the preceding one. Samples to be on wood paddles, ~ CV AB ~~ 1~ PAINTING 9F-2 3/4" x 3-1/2" x 12" in size or 1/4" x 3-1/2" x 12" plywood for veneerfiniahee. D. Maintain one complete set of samples accepted by the Architect on job site. b. Delivery and storage of materials: 1. Deliver no material until areas to receive work of this Section are ready. Store paint material and equipment in a single room specifically designated for this use. Deliver new material to this room and perform all mixing of materials in this room. 2. Maintain sealed metal storage containers for disposal of all rags, waste or paint soaked materials. c. Extra stock: At completion of job, furnish Owner with minimum of one gallon of each color and type of paint or stain used on project. PART 2: PRODUCTS 2.1 MATERIALS• ~'' a. General requirements and standards of quality: 1. Deliver all materials used in the work in their original containers with labels intact and seals unbroken. 2. Deliver only those oils, thinners and driers approved for use by the manufacturer of the paints. 3. Do not use thinners or solvents used for cleaning brushes or other clean-up in the paint. 4. Do not use paints which have been packaged over six months except such products that are known to have long package stability when unopened and then only when guaranteed by the manufacturer. 5. Verify that all materials utilized in the work of this section are compatible with one another and with the intended materials with which they come in contact. ~ CVAB ~ PAINTING 9F-3 l° 6. Standard of quality: The products as hereinafter specified and as manufactured by S. C.M. Glidden Co. shall be considered as the minimum acceptable standard of quality. Products listed for other manufacturers shall be considered as equivalent to the minimum standard acceptable. b. Product Schedule: Product Type or Fuller- Dunn- Deacription Glidden O'Brien Pittsburgh- _ Edwards Metal pretreatment 5290 7401 UL-8114 42-36 Metal primer 4570 121-00 6-203 43-2 Galvanized iron primer 5229 221-14 8-11 43-3 Sealer 5019 220-22 6-2 W-101 Int. enamel undercoat Int. satin enamel Int. /Ext. enamel Ext. enamel primer Trans. wood stain (int. ) Thinner s CVAB ~I ~~~ 555 220-07 5450 215-XX 900 1851 112-XX 220-23 Frazee's Bar finish per ASTM D 235-61. 6-5 6-111 54 6-9 PAINTING 43-31 1-1X 10 42-9 9F-4 PART 3: EXECUTION `v 3.1 PREPARATION: a. Protect adjacent materials and surfaces from damage during all phases of the work of this Section. Repair or replace any materials or surfaces so damaged due to negligence. b. Prime all surfaces to receive a paint finish. c. Back prime or clear seal all wood surfaces which will be set against plaster or concrete. d. Clean all surfaces prior to receiving paint or stain finish. e. Apply pigmented shellac or seal with knot sealer all knot holes, pitch pockets and sappy portions occurring in woodwork scheduled to receive opaque finish. f. Fill with putty all nail hole a, cracks or defects on members to receive opaque finish (after first coat). g. Sandpaper interior woodwork between coats of opaque finish. h. Steel wool all surfaces and color putty defects in hardwood between coats of transparent finish. i. Fill cracks, holes or imperfections in plaster with patching plaster and smooth off or texture to match adjoining surfaces. j, Plaster or concrete ahallbe dry before any sealer or paint is applied. k. After primer-sealer coatis dry and prior to applying succeeding coats, all visible auction spots shall be touched-up and sealed. 1, Wash to neutralize surfaces with presence of high alkali conditions. Material per manufacturer's instructions. m. Fully cover all paint coats with succeeding coat, even and free of brush or roller marks. n. Clean all metals to be primed of grease and oil with solvents, remove mill scale and rust with wire brush or by sandblasting. ~~ PAINTING 9F-5 CVAB ~~ 3. 2 INSTALLATION ~"~ a. General: 1. Mixing, application and coverage rates, per manufacturer's printed instructions, unless specified otherwise. 2. Tint each paint coat sufficiently different to permit identification of each coat. b. Application of finishes: Per manufacturer's instructions in the following systems: 1. Exterior painting: A. Exposed ferrous metals: 1) 1 coat: Ferrous metal primer (omit if shop primed). '~/ 2) 2 coat s: Exterior enamel. B. Sainted wood surfaces (doors, etc.): 1) 1 coat: Exterior wood primer. 2) 2 coats: Exterior enamel. C, Exterior plaster: 1) 2 coats: Flat paint to match existing. ~ CVAB ~Q"4 PAINTING 9F-6 1 ... 2. Interior painting: A. Drywall walla and ceilings (except at concealed locations and those walls that receive wall covering or rigid material): 1) 1 coat: Drywall primer-sealer. 2) 2 coats: Satin enamel. B. Exposed ferrous metals: 1) 1 coat: Ferrous metal primer (omit if shop primed). 2) 2 coats: Satin enamel. C. Stained surface (cabinets, casework, doors, paneling): ~ - 1) 2 coats: Transparent wood stain. - D. Cabinet interiors (shelves, etc.): 1) 1 coat: Stain wax. CVAB (lLI PAINTING 9F-7 ~ ~ Or1 l cVV r.. 3. 3 FINAL CLEANING AND REMOVAL OF DEBRIS: At the completion of the project, and before final acceptance of the work by the Architect, all finishes shall be checked by the Contractor; repair or otherwise refinish damaged surfaces, as required to comply with these specifications and the entire work is to be left clean and free from surplus materials and debris. All paint materials, paint runs and drops and spatters shall be removed completely from hardware, floors, mirrors, metal work, etc. and the premises shall be left clean and in orderly con- diti on. ~ CVAB ~vl PAINTING 9F-8 ~~~ SECTION 9G - CARPETING PART 1 - GENERAL 1.1 PRINCIPAL ITEMS OF WORK INCLUDE: a. Furnish all materials, labor, transportation and equipment and properly install all work specified herein, shown on the draw- ings, or reasonably implied, to complete installation of carpet- ing. Included as a part of the work of this section, but not necessarily limited by it, are the following items: 1. Carpeting 2. Pad 3. Tack Strip 4. Metal Edge Strips b. Areas to be carpeted are indicated on finish schedule. 1.2 RELATED WORK SPECIFIED ELSEWHERE: a. Tile Base: Section Tile. b. Rubber Base: Section Resilient Flooring 1.3 REQUIREMENTS: a. Flameproofing finishes: All carpeting material, including pad, shall be flameproofed to meet the requirements of Federal, State, or local regulations. Flameproofing shall conform to "Surface Burning Characteristics of Building Materials, Test for, (includ- ing Tentative Revision), ASTM Des E84-67. Minimum rating shall be 75. b. Certification that this fabric has passed government flammability standards for carpet DOC-FF-1-70 as well as the flame and snroke requirements of the Department of Health, Education and Welfare as set forth in the publication #(HRA) 74-4000 - Minimum requirements construction and equipment for hospital and medical facilities. 1.4 QUALIFICATIONS: a. Experience: The installer shall be approved by the carpet manu- facturer and shall be experienced in the supervision of carpet installation with at least five years' experience in this type of O~~ 1© CARPETING 9G-1 work, and shall have made at least five installations of carpet similar to the type specified herein. Installer shall be re- quired to furnish a list of such installations. The actual work shall be done 6y qualified and experienced mechanics working under his supervision or under the supervision of an experienced workroom supervisor who has also been doing this type of work for five years. 1.5 SUBMITTALS: Immediately after signing of the contract, the Carpeting Contrac- tor shall submit a letter to the Architect on the carpet manufac- turer's letterhead certifying that the carpeting he proposes to ti=urn~s wi 1 meet the requirements specified in this section. The letter shall also contain complete specifications covering construction of the carpeting. Sam les. Submit samples in accordance with the Special Conditions and the following. Carpet manufacturer shall prepare, under the Architect's direction, 2 sample swatches 18-in. x 27-in. of each type of material in size, in colors specified, together with two 12-in. strips of each type of metal molding. Samples shall bear the labels stating color, weight, weave, fiber, thickness, manufacturer's name and job name and location. The Architect will have the right to request additional sample swatches of the above with modification as required to meet the specifications until approved. 2. After carpet manufacture has started, the Architect shall be fur- nished with three samples of each of the colors selected for the project; samples shall be taken from the carpeting "as manu- factured" and shall be at least 9-in. x 9-in. in size. Shop Drawings. 1. Shop drawings shall be submitted to the Architect for all areas to be carpeted. Shop drawings shall be marked for seaming as follows: (a) (b) ~~~ 1~ All length seams shall be indicated. All cross joints due to layout of areas shall be at the absolute minimum and shall be indicated on shop drawings. CARPETING 9G-2 (c) Cross joints due to the length of rolls received shall be in the cutting, to avoid occurrence at conspicuous locations, near doors, or pivot points and must be approved. by the Architect prior to seaming. d. Guarantees. 1. A written guarantee with invoices shall be furnished to the Owner covering materials and workmanship fora period of one year from the acceptance of the work. Bale tickets showing quality numbers and register numbers for the car- pet shall 6e included with the invoices. The Carpeting Contractor shall be required to correct any defects in materials or workmanship which may appear during the guarantee period by repairing or replacing with new materials, or restretching the carpet if necessary, all at no cost to the Owner. f Maintenance. 1. The Carpeting Contractor shall provide the Owner with a minimum of three copies of the manufacturer's recommenda- tions for the care, cleaning and maintenance of the material installed. Upon completion of all installation, the Carpet- ing Contractor shall thoroughly instruct the Owner's mainten- ance personnel in the care, cleaning and maintenance of the installed carpet. Flameproofing. 1. Acceptable certificates or affidavits attesting to the required flame spread rating shall be submitted for approval by .the Carpeting Contractor to the appropriate regulatory agencies, with approved copy to the Architect. ~~~ 1~° CVAB CARPETING 9G-3 PART 2 - PRODUCTS ZJ MATERIALS: a. CARPETING 1. Berven Carpets"P oseidon^ or approved equal (a) Pile Fiber: 69% Zefran Blend ZK3 Acrylic 30% Modacrylic 1% Zefstat for Static Control (b) Face Weight: 42 oz. (c) Pile Height: .312 (d) Yarn Size: 2.14/4 ply (e) Pitch and Wires: 8 x 5, Vari gated, Step-over stitch with i turn to achieve special plaited texture (f) Latex Weight: 27 oz. (g) Secondary Back: Action Back (or equal) Polypropylene (h) Total Weight: 81 oz. (i) Flammability: Passes ASTM E-84-76a Flame Spread 50 Fuel Contribution 5 Smoke Density 75 DOC-FF-1-70 (Methenamine Tablet Test) (j) Color: To be selected by Architect from manufacturer's standard colors. b. PAD 1. General Felt Industries, Inc., Rubberease_ Pad__or_approved equal. (a) 50 oz. per square yard. (b) Composed of conventional hair and India fiber cushion. (c) Designed rubberized back for added strength and resiliency. l ~~~ V CARPETING 9G-4 v (d) Conforms to specifications of U. S. Public Health Service. (e) Acceptable for installations in institutions financed under Hill-Burton Act. (f) Meets Fire Retardant requirements as set forth in ASTM-E84, Surface Burning Characteriestics of Build- ing Materials. PART 3 - EXECUTION 3.1 CONDITION OF SURFACES: a. Ins ection and Cleanin of Subfloors. The Supplier and installer o t e carpet s a inspect the subflooring before commencement of work. He shall notify the Contractor in writing, with copies to the Architect, of any conditions which will prevent him from producing satisfactory finished work. b. The Carpet Contractor shall broom clean and prepare floors to satisfactory condition to receive carpet. 1. All floors on or below grade shall be checked for moisture content. Floor is to be sufficiently dry to receive carpet. Floor must be free of any wax, grease, paints or oils and sanded when necessary. 2. Use good quality floor filler to carefully fill in cracks, holes or any other indentation; bumps must be sanded down to a flat surface. 3. Thoroughly sweep or vacuum floor before applying carpet or pad. c. Commencement of installation shall be an indication of his accept- ance of the subftoors, and he will automatically assume the responsi- bility for any unacceptable finished work caused by subfloor conditions. 3.2 MEASUREMENTS: a. Dimensions supplied in these specifications and drawings are approxi- mate, and the Carpet Contractor shall carefully check all dimensions and other conditions affecting his work in the field and shall be responsible for proper installation and fit of carpet in areas desig- nated. ~ 1 ~~I {oo CVCC CARPETING 96-5 3.3 b. If, after taking the field measurements, it is determined that special width carpet would decrease the number of seams and/or the total quantity of material, the Carpet Installer may, with the Architect's approval, try to obtain special width from the mill. INSTALLATION: a. General 1. All carpet, unless otherwise stated, shall run in the same direction. Lay with the minimum number of seams and/or as per seaming diagrams on approved shop drawings. Carpet in all spaces shown shall be so installed that the minimum number of carpet sections are used, except where specifically indicated otherwise. ar 2. All carpet shall be stretched drum tight in length and breadth directions by use of Commander Power Carpet Stretcher as manu- factured 6y Roberts Industries. Knee kickers may only be used in conjunction with the power stretcher. Where carpet and pad meet raised tale or other hard surfaces, special care shall be required to make a flush surface between the two (2) surfaces. Raw carpet edges sfiall be securely "tucked under" and held in place with gripper bar. b. Seaman . 1. Standard seamless broadloom widths shall be used unless the size required necessitates seaming. Seams shall be kept to the mini- mum practicable. 2. Location of Seams - Seams shall be made only where shown on approved shop drawings. (a) Cross joints necessary due to layout of areas shall be at the absolute minimum. (b) Cross joints necessary due to length of rolls received shall be placed, in the cutting, to avoid occurence at conspicuous locations, near doors or at pivot points and must be approved by the Architect prior to seaming. (c) Length seams shall be trimmed and seamed in accordance with the manufacturer's specifications unless modified herein. CVCC (1) ~aa ~~ All carpet shall be laid in the same direction unless CARPETING 9G-6 specifically shown otherwise. (2) No perpendicular seams shall occur at doorways and entries. (3) Seams occurring at doors, and which are parallel to doors, shall be centered directly under the door. (4) Seams. occurring at corridor change of direction shall follow wall line parallel to carpet direction. c. Tackless Strip. 1. A tackless strip having pins with imbedded heads as manufactured by Kinkead Corp. (not headless wire) shall be installed ~" out from malts and raised the edges, and at junction with existing carpet to remain. Contractor to verify existing carpet to remain and provide strip°as required. d. Netal Edging. 1. Where carpet terminates at any hard surface floor covering, other than the clay tile, Tak-Trim clamp down metal edging with ham- mered finish as manufactured by Taylor Industries or approved equal shall be used. 2. -Color as selected by Architect. e. Padding. 1. Padding shall be secured to floor with linoleum paste or equal. Padding cement as is common to the industry shall not be used. 3.4 ADJUSTING: a. Restretching. 1. Included in this contract is the provision that the Carpet Contrac- tor shall: Restretch the carpet, repair seams, ,joints and edges, if required, once after the original installation is completed. The exact time for this work shall be left to the discretion of the Architect, but shall be within 12 months after final approval of finished installation. A 14-day notice for this restretch shall be given by the Archltect.so that the Carpet Contractor can make neces- sary arrangements for same. CV AB i\~ CARPE TING 1~°`"~ 9G-7 3.5 CLEANING: a. Upon completion of the installation, the Carpet Contractor shall remove all waste and excess material, all tools and equipment, and shall care- fully and thoroughly vacuum clean the entire floor surfaces with an up- right beater bar type vacuum cleaner to Architect's satisfaction. b. Upon completion of installation, Carpet Contractor shall roll up sizable remnants and leave with responsible party representing owner. c. Any damage done to adjacent surfaces by the work of this section shall be repaired by the Carpeting Contractor to the satisfaction of the Architect. 100~~ CVAB CARPETING 9G-8 ... SECTION 9H - VINYL WALLCOVERING PART I - GENERAL 1.1 PRINCIPAL ITEMS OF WORK INCLUDE: a. Furnish all material, labor, transportation and equipment and prop- erly install all work specified herein, shown on the drawings and finish schedule, or reasonably implied to complete the construction. Included as a part of the work of this section, but not necessarily limited by it, are the following items: 1. Vinyl wall fabric. 1.2 RELATED WORK SPECIFIED ELSEWHERE: a. Painting: Section Paint b. Plaster Wall Surfaces: Section Lathing and Plastering c. Drywall Surfaces: Section Gypsum Drywall v 1.3 REQUIREMENTS: a. Vinyl wall fabric shall be a compound of vinyl resins, pigment and plasticizers laminated to a woven fabric backing, nominally 54-in. wide, weighing not less than 24-oz. and not more than 28-oz. per lineal yard. Flame spread rating of not more than 25. Color and pattern as selected by the Architect. Installation is included in the contract. Vinyl wall fabric shall conform to all of the re- quirements of the Vinyl Fabrics Institute and Federal Specification CCC-W-408A for cracking, fading, abrasion and tensile strength. b. Adhesives shall be of the proper type and kind as manufactured by the wall covering manufacturer,or as recommended by the manufac- turer. All adhesives shall be factory manufactured, not job mixed. PART 2 - PRODUCTS 2.1 MATERIALS: a. Vinyl wall fabric to be as manufactured by Bolta Products, Pattern "Hessian" or approved equal. Colors from standard colors. b. Specifications: Type 11-28 Oz. 1. Total weight (oz./lin. yd.) 54" Width average 28.0 oz. 2. Total weight (oz./sq. yd.) 18.7 oz. CVAB ~~~ WALLCOVERING 9H-1 ...~ 3. Vinyl Weight (oz./sq. yd.) 14.6 oz. 4. Fabric Weight (oz./sq. yd.) 4.1 oz. 5. Fabric type and count Osnaburg 68 x 40 6. Total Average thickness .033 7. Tensile breaking strength pounds (average) 60 x 65 8. Tear Strength, scale reading (average) 30 x 30 9. Flame Spread 15 10. Fuel contributed 5 11. Smoke Developed 10 '~/ PART 3 - EXECUTION 3.1 INSPECTION OF WALL SURFACES: a. Inspection of the wall surfaces upon which wall covering is to be installed shall be the responsibility of the covering installer. Crack filler shall be mixed as recommended by the materials nanufac- turer, and shall be applied to produce a smooth, non-staining surface free of bumps, fins or other projections. Sand all surfaces smooth after filling. All surfaces shall be dry and clean. b. Wall surfaces which are not correctly installed, are warped or other- wise defective shall be called to the attention of the Contractor for correction and shall be corrected before any wall covering is installed. Acceptance of wall surfaces, or starting of the work, shall be consid- ered as approval of the surface. 3.2 INSTALLATION: a. Wall covering shall installed in accordance with the recommendations of the materials manufacturer. b. If pattern selected is not a random pattern without matching require- ments, inspect the material for length of repeat and plan for matching the pattern. Install each strip in the same sequence as it is cut from the rolls. Cut strips slightly over-length for trimming at the top and bottom. Apply approved adhesive to the fabric material and apply the material to the wall with the seams vertically, unless otherwise noted. ~~~ WALLCOVERINf, 9H-2 CVAB V 3.3 3.4 CVAB Do not use starch or wheat paste as an adhesive. Smooth out all wrinkles or bubbles and give a final smoothing with a broadknife. c. Seams shall be butt seams, and shall be cut when material is over- lapped to insure matching edges. Bring material around all corners, both "Inside" and "outside", at least eight inches. No seams will be allowed at corners. Force the material well into the corners of "inside" returns, to eliminate bridging across the corner. d. With a damp sponge remove excess adhesive which may show on the material surface. Use extreme care in removing excess adhesive along seams in order to prevent movement of the seams. Mpderately roll all seams after adhesive has set about 20 minutes, and remove any addi- tional adhesive which appears. e. Exposed edges if vinyl fabric shall be trimmed and protected with a metal strip of a type approved by the Architect. Where fabric butts against cabinet work, door jambs or has some other edge protection, the metal trim will not be required. REPAIR MATERIALS: a. Wall covering installers shall provide repair materials from the surplus material remaining at the end of the installation. Wherever and/orlpattern~deRepairematerial2sha11ibe carefullyiwrappedacmarkedr for pattern and location used, amount of repair material enclosed, and manufacturer or local representative. Adhesives shall be stored in sealed cans properly marked. Repair materials shall be delivered to the Owner at the completion of the wall covering work, and receipt from the Owner furnished to the Architect. GUARANTEE: a. Provide a written guarantee that the wall covering materials will not erase, crack,fade, peel or otherwide be defective. 1 ~~~ WALLCOVERING 9H-3 SECTION l0A - SPECIALTIES PART 1: GENERAL 1. I PRINCIPAL ITEMS OF WORK INCLUDE: a, Toilet compartments. b. Toilet accessories. c, Plastic louver diffusers. d. Folding partition. e. HVAC louvers at roof. 1. 2 RELATED WORK SPECIFIED ELSEWHERE: a, Wood backing for anchoring or fastening to ceilings or partitions and rough hardware: Section Structural Carpentry. b. Metal shapes, plates, bolts, etc. for backing and connections: Section Structural Steel and Miscellaneous Metal. 1.3 REQUIREMENTS: a. Submit the following for review in accordance with Section Special Conditions. 1. Shop drawings or samples when specified for each item. 2. Catalog data for all manufactured items. b. It is the intent of these specifications that each item of this Section will be provided complete and operating in all respects and will be coordinated with other trade's work as necessary to produce this result at no extra cost. PART 2• PRODUCTS 2. 1 TOILET COMPARTMF.~ITS AND SCREENS: a. Submit shop drawings for review. ~~ b. Type: Ceiling mounted, laminated plastic toilet compartments and ~® wall mounted urinal screens as manufactured by Henry Wies Manu- facturing Company, Bobrick Type 1047 or 1048, or approved equal. SPECIALTIES l0A- 1 C'V AR c. Construction: r 1. Doors and partitions: Standard core thickness of manufacturer 3/4" minimum, surfaced and self edged with high pressure laminate. 2. Pilasters, and privacy screens; Standard thickness of manufacturer 1" minimum, surfaced and self edged with high pressure laminate. 3. High pressure laminate: Equal to Formica, Micarta or approved equal, 1/16", matte finish and color to be aeleded from solid colors, patterns or wood grains. d. Adhesives for laminated plastic equal to "URAC-185" or as recommended by manufacturer of laminate. e. Hardware and trim: (Cast aluminum hardware unacceptable) 1. Adjustable gravity hinges, hook and bumper, latch and bolt and combination door atop and latch-keeper cast alloy or braes, chrome plated or stainless steel. 2. Partition, pilaster and baffle brackets, non-ferrous chrome- plated or polished anodized aluminum. 3. Fasteners "one way" or vandal resistant. 4. Pilaster trim: Type 302 satin finish stainless steel. 2.2 TOILET ACCESSORIES: a. For convenience, the catalog numbers of Bobrick Washroom Equip- ment, Inc. have been used. Equal producte~manufactured by Accessory Specialities, Inc., the Charles Parker Co. or Watrous, Inc. are acceptable. b. Submit manufacturer's brochures and technical data and templates for mounting or backing requirements. Submit list of mounting heights for all items. Provide samples if specifically requested. CVAB ~~~~ 1 SPECIALITIES l0A- 2 c. All units constructioned of Type 302 stainless steel throughout unless specified otherwise. Exposed surfaces satin finish, all key operated units key alike. d. Products: 1. Mirror with frame: Bobrick B-290 2472-8 with tempered glass at Room 29. 2. Mirror with shelf and frame; Bobrick B•292 3036 at $oom 29; B-292 5636 at Room 49. 3. Recessed waste receptacle st Room 29: Bobrick B-365P. 4. Surface mounted waste receptacle at Room 49: Bobrick B-3649. 5. Recessed feminine napkin/tampon dispenser: Bobrick B-352 at Room 29. Set coin mechanism for free operation. 6. Sanitary napkin disposal and seat cover dispenser at Toilet Room 29: Bobrick B-3564, partition mounted and B 356, wall mounted. 7. Toilet tissue dispenser: Bobrick B-2994, surface mounted. Locate one at each compartment. 8. Recessed soap dispenser: Bobrick B-341. 9. Seat cover dispenser at Room 49: Bob rock B-221, surface mounted. 10. Grab bars: Bobrick B-5501-48", 1-1/4" diameter peened grip, concealed mounting complete with #2552 side wall concealed anchors and B-258 and 250 partition anchors. All mounting screws stainless steel. 11. Stainless steel shelves at Room 29 and 49: Bobrick B-298, 36" length. e. Installation: 1. Installation per manufacturer's printed instructions, locate as indicated. CVAB ~~oy~ SPECIALTIES 10A-3 2. Locate holes for fasteners penetrating finish wall materials, which attach to concealed backing, in accordance with templates previously provided for backing layouts. 3. Remove protective covering of exposed surfaces upon comple- tion, replace any damaged items. 2. 3 PLASTID LOUVER DIFFUSERS: a. Plastic: 1/2" x 1/2" x 1/2" cube, white translucent acrylic panels of standard manufacture cut to sizes indicated. b. Install in light soffits and below cabinets as indicated on drawings. Butt join panels at ends and allow for panel removal to re-lamp fixture. 2.4 FOLDING PARTITION: a. Provide shop drawings for layout, installation details and finishes. b, Acousti-Seal, Model 908, STG 48 with "A" panel construction and #14 suspension system. c. Outer covering color selected by Architect from manufacturer's list of standard vinyl finishes. 2.5 HVAC LOUVERS AT ROOF: a. b. c CVAB Construction Specialties, Inc., Model 4110, frame type "R" or approved equal, complete with interior mounted screens. All louvers to have factory prime. Sizes as indicated on louver schedule, Sheet A-3. ~~a`~ SPECIALTIES 10A-4 DIVISION 15 - MECHANICAL SECTION 15A - PLUMBING SYSTEMS, FIXTURES AND EQUIPMENT PART 1: 1. PRINCIPAL ITEMS OF WORK INCLUDE: a. Fixtures and Fixture Trim b. Equipment 2. RELATED WORK SPECIFIED ELSEWHERE: a. Plumbing Piping and Accessories: Section PLUMBING SYSTEM& PIPING. b. Toilet Room Specialties: Section SPECIALTIES. 3. REQUIREMENTS: a. Standards: 1) Uniform Mechanical Code. 2) Uniform Plumbing Code. 3) National Fire Protection Association (NFPA) No. 54 Gas Appliances and Gas Piping b. Submit catalog data per Section SPECIAL CONDITIONS, including, but not limited to: 1) Plumbing fixtures 2) Fixture trim 3) Fixture supports and/or carriers 4) Fixture wall supplies with flexible risers. 5) Fixture P-traps and unions. 6) Escutcheons. 7) Equipment. c. Submit shop drawings per Section SPECIAL CONDITIONS: Templates where required. Coordinate exact locations. d. Fixtures and Equipment Connections: 1) Domestic hot and cold water. 2) Natural gas. 3) Soil, waste and vent. CVAB ..c S '0 PLUMBING FIXTURES 15A-1 e. Operation Test, Operation and Maintenance Data, and Instruction of Personnel per Section SPECIAL CONDITIONS. 4. QUALIFICATIONS: Plumbing fixtures and equipment schedules are based on equip- ment of one manufacturer, except as otherwise indicated. Equivalent items of the following manufacturer's may be sub- mitted; refer to Section SPECIAL CONDITIONS for information concerning submittals and substitutions: a. Plumbing Fixtures: American Standard; Crane; Kohler; or equal. b. Flush Valves: Delaney; Speakman; Watrous; or equal. c. Toiler Seats: Olsonite; Bemis; Church; or equal. d. Gas Water Heaters: Ruud; Day £, Night; or equal. e. Fixture supplies and Flexible Risers: Brasscraft; Chicago; Speedway; Wolverine; or equal. PART 2: PRODUCTS 1. FIXTURES: a. P-1 Water Closet: "Eljer" No. 111-0405 wall hung with "J.R. Smith" No. 410 closet carrier; "Sloan" No. 112YV flush valve; "Benecke" No. 523CH white toilet seat. b. P-2 Urinal:"Eljer" No. 161-1090 with Sloan No. 186-11 flush valve. c. P-3 Lavatory: "Eljer" No. 051-2548 with No. 552-1000 combination lavatory fitting and waste; "J.R. Smith" No. 723 arm support. d. P-4 Service Sink (Existing): To be relocated. Provide Eljer #749-1450 faucet with vacuum breaker, stops, 5-foot rubber hose and hall hook. 2. EQUIPMENT: a. Gas-fired Water Heater: "A.O. Smith"; or equal; glass- lined AGA-approved for use with natural gas; complete with gas-pressure regulator; cast-iron burner; 100$ safety pilot shutoff; ASME-rated pressure and temperature relief valve; drain valve; insulation; draft diverter and tempera- ture controls. Size, capacity, type and arrangement shown. CVAB ~ `~ PLUMBING FIXTURES 15A-2 1 ~ 1..~ b. Flue and Breeching: Underwriters Laboratories Inc.- listed and labeled Type B; including adapters, cap and flashing; "Metalbestos"; "Dura-Vent"; or equal. 3. MISCELLANEOUS: a. Fixture P-traps and Unions: Chrome-plated cast brass with cleanout and escutcheon. b. Escutcheons: Chrome-plated; one-piece in finished areas. c. Flexible Risers and Supplies: Chrome-plated. d. Fixture Supports and Fastenings for Wall-mounted Fixtures: Chromium-plated brass bolts, nuts and washers where exposed; all other bolts, nuts and washers shall be brass. e. All trim and exposed piping in conjunction with fixtures shall be polished chromium-plated brass. All fixture wall supplies, pipes and traps shall have escutcheons tight to wall. PART 3: EXECUTION 1. INSTALLATION - FIXTURES: a. All toilet fixtures shall be white and of the same manu- facture. Mount on 1/4-inch plate steel secured to studs and arrange for the securing of lavatory, water closet and urinal supports. b. Fixture mounting heights are from finished floor to fix- ture rim; refer to Architectural drawings. c. Rough-in for exact positioning of fixtures and equipment at locations shown. d. Install stops or gate valves in hot and cold water supply to each fixture or piece of equipment. Install union connections on fixture side of valve at each fixture. e. Centerline of sinks and lavatories shall be on the center- line of the P-trap. f. Provide gas and watertight connections for all fixtures with one-piece special-molded asbestos or plastic gasket. CVAB PLUMBING FIXTURES 15A-3 ~~~~ 2 3 CVAB IDENTIFICATION: Provide identification of equipment per Section 15B PLUMBING SYSTEMS PIPING. CLEANING: a. Clean fixtures and trim just prior to final inspection. Clean all strainers and aerators; adjust or replace washers at faucets and stops. PLUMBING FIXTURES 15A-4 ~~~~ SECTION 15B - PLUMBING SYSTEMS PIPING PART I: GENERAL 1. PRINCIPAL ITEMS OF WORK INCLUDE: a. Soil, Waste and Vent b. Hot and Cold Domestic Water c. Natural Gas Piping d. Valves and Accessories e. Utility Connection Requirements f. Identification of Pipe and Equipment g. Potable Water Disinfection 2. RELATED WORK SPECIFIED ELSEWHERE: a. Trenching and Backfilling: Section EARTHWORK. b. Fixtures and Equipment: Section PLUMBING SYSTEMS FIXTURES AND EQUIPMENT. c. Painting: Section PAINTING. 3. REQUIREMENTS: a. Codes: 1) Uniform Mechanical Code. 2) Uniform Plumbing Code b. Standards: 1) American National Standards Institute (ANSI) B16.3 B16.18 B16.18a B16.22 B16.29 Malleable iron Cast bronze so Wrought copper fittings Wrought copper joint drainage screwed fittings, 150 $ 300 Lb. lder joint pressure fittings. and bronze solder-joint pressure and wrought copper alloy solder- fittings. CVAB PLUMBING PIPING 15B-1 1b~~ 2) American Society for Testing ~ Materials (ASTM) A53 Welded and seamless steel pipe A74 Cast Iron soil pipe $ fittings B32 Solder metal B88 Seamless copper water tube B306 Copper drainage tube (DWV) 3) National Fire Protection Association (NFPA) 54 Gas Appliances and Gas Piping 4) Plumbing and Drainage Institute (PDI) WH201 Water hammer arresters c. Operation Test, Operation and Maintenance Data, and Instruction of Personnel per Section SPECIAL CONDITIONS. d. Submit catalog data per Section SPECIAL CONDITIONS, includ- ing, but not limited to: 1) Water hammer arresters 2) Valves and accessories 3) Hangers and supports 4) Insulation 5) Cleanouts 6) Dielectric connections CVAB e. Submit material lists per section SPECIAL CONDITIONS: All piping materials and fittings. f. Utility Connections: 1) Water: Connect where shown to existing line. 2) Sewer: Connect where shown to existing line. 3) Gas: Connect where shown to existing line. g. Existing Utilities: 1) Verify the exact location of existing electrical, gas, water and sewer conduits. 2) Secure electrical power during excavation process. 3) Accurately locate, mark, protect and barricade against damage and/or harm to personnel. h. Electrical Requirements: 1) Circuit breakers, disconnect switches, panels, wire and conduit for circuits 25V and above are provided under Division 16 ELECTRICAL. PLUMBING PIPING 15B-2 ~~,~~~ 2) Electrical components and equipment shall be complete and operable and shall be specified under this section and the electrical sections. Provide all control wiring diagrams; coordinate hookups and installation. PART 2: PRODUCTS 1. MATERIALS: a. Soil Waste and Vent Systems: 1) Soil and waste piping below ground but within 5-feet of building perimeter: Cast iron per ASTM A74. 2) Soil and waste piping above ground: Cast iron per ASTM A74; or Type DWV copper per ASTM B306. 3) Vent piping below ground: Cast iron per ASTM A74; or Type "L" Copper per ASTM B88. 4) Vent piping above ground: Cast iron per ASTM A74; or Type DWV copper per ASTM B306. b. Domestic Water Piping Systems: 1) ti'later piping below ground but within 5-feet of building perimeter: Type "L" copper per ASTM B88. 2) Water piping above ground: Type "L" copper per ASTM B88. 3) Fittings: Solder-joint cast bronze per ANSI B16.18; or Wrought copper per ANSI B16.22. 4) Flanges: Class 150-pound bronze: Nibco; Chase; or equal. 5) Unions: Solder-end bronze: Nibco; Chase; or equal. 6) Dielectric Connections: Insulating unions: Capitol; Clayton-Mark (Petro); or equal. 7) Water Valves: Gate, 2-inch and smaller; 125-psi wedge disc, rising stem, inside screw, bronze; Crane; No. 428; Milwaukee No. 1148; or equal. c. Gas Piping Systems: 1) Piping above ground, Schedule 40 black steel per ASTM A53. 2) Fittings: Black screwed malleable iron per ANSI B16.3. CVAB PLUMBING PIPING 15B-3 ~~~~~ 3) Flanges: 150-pound class, steel. 4) Unions: Ground joints, 250-pound class, black malleable iron. 5) Valves (2-inch and smaller): Iron or brass body with brass plug; Rockwell No. 142; Mueller; or equal. d. Joints in Piping: 1) Cast Iron: Compression joint; or no-hub joint. 2) Copper: Solder-joint, 95-5 only. 3. Steel Pipe: Screwed. e. Insulation Materials: Fiberglass pipe insulation with all-purpose jacket; Johns-Manville; Owens-Corning; or equal. 2. EQUIPMENT: a. Pipe Hangers and Supports: 1) Split-ring Type: Grinnell; Fee $ Mason; or equal. 2) Trapeze Type: Unistrut; Kindorf; or equal. 3) Bolted Steel Clamps: Grinnell; Fee $ Mason; or equal. b. Piping Isolators: Metal-clad hair-felt type specifically made for isolating pipe from hanger; Semco Trisolators; or equal. c. Water Hammer Arreaters: J.R. Smith "Hydrotrol"; Zurn '5hocktrol"; or equal. d. Cleanouts: J.R. Smith; Zurn; or equal. 3. MISCELLANEOUS MATERIALS: a. Flashing for Piping Protruding Through Exterior Walls or Roof: 16-ounce per square foot copper; or 4-pound per square foot lead. b. Solder: 95/5 (tin antimony) per ASTM B32. c. Calking Lead: 99.7 percent pure lead. d. Pipe Sleeves: Stee; cast iron; or plastic. e. Escutcheons: Cast iron; malleable iron; painted or chrome-plated. CVAB PLUMBING PIPING 15B-4 ~ ~oa`~ PART 3: EXECUTION 1. INSTALLATION - GENERAL: a. Piping includes all piping below and above ground; connect to utility piping as indicated. b. Before installation, clean pipe and fittings; keep pipe interiors clean throughout installation. Provide caps on ends of cleaned piping. c. Conceal all interior piping in walls or above ceilings, except in mechanical equipment rooms, or where shown to be exposed. d. Use full pipe lengths; cut pipe accurately to dimensions determined on the job; work into place without springing, forcing or bending. e. Provide for expansion and contraction of all pipe. f. Provide reducing fittings for all changes in pipe sizes; do not use bushings. g. Provide fittings for all changes in pipe direction. h. Provide dielectric isolation between dissimilar metals and where required at equipment connections. i. Contamination Precautions: DO not cross-connect or inter- connect between potable water piping and drain, soil or waste piping. 2. INSTALLATION - SYSTEMS: a. Water Piping: 1) Provide shut-off valves as indicated. 2) Provide drain valves where required for complete systems drainage. 3) Provide water hammer arresters sized and located per Table V, WH-201, and as shown. b. Sanitary Piping: 1) Grading: Slope horizontal soil and waste piping 1/4- inch per foot where possible, but in no case less than 1/8-inch per foot. 2) Cleanouts: Install at foot of each soil and waste line; at changes in direction in lines; and where indicated. Within building, distance between cleanouts shall not exceed 50 feet. Cleanouts shall be full line size. Locate cleanout in inconspicuous places only. CVAB ` PLUMBING PIPING 15B-5 1~~~~ c. Gas Piping: 1) Connect to utility piping as shown. Z) Installation shall conform to NFPA No. 54. 3. INSTALLATION - PIPING: a. Cast Iron Soil Pipe with Compression or Mechanical Joints: 1) Install per manufacturer's recommendations. 2) Maximum vertical stack height shall not exceed 25 feet. 3) Provide positive support per manufacturer when used for stacks. b. Screw-jointed Piping: 1) Cut pipe accurately to dimensions determined on the job and work into place without springing, forcing or binding of threads. 2) Provide for expansion and contraction of all pipe. 3) Remove all fins and burrs; apply lubricant on male threads only. 4) Apply red lead-and-oil paint or teflon tape to all exposed threads. 5) Provide unions or flanges to permit disconnection of all fixtures and equipment. 6) Hangers and supports shall be suitable for the weight of the pipe. 7) Provide reducing fittings for all changes in pipe size; do not use bushings; provide fittings for all changes in pipe direction. 8) Provide polyethylene sleeves for all joints, couplings and fittings; install per manufacturer's instructions. c. Solder-jointed Piping: 1) Cut ends square; remove all fins and burrs. 2) Replace all dented or damaged pipe with new pipe. 3) Apply scribe line 1-inch plus depth of socket from end of each pipe. 4) Before soldering, remove stems and washers of solder- joint valves. 5) Remove grease and oil from all joints by wiping with clean cloth saturated with suitable chemical solvent; clean with emery cloth. 6) At contractor's option, joints may be silver brazed with Sil-Fos; Easy-Flo; or equal. d. Pipe Sleeves: Provide at least 1/4-inch space between pipe or insulation and sleeve. Pack space firmly with oakum and calk both ends with elastic cement: CVAB PLUMBING PIPING 15B-6 l ~D~~\ 1) In Partitions: Zinc-coated steel. 2) In Floor Slabs: Install flush with finish floor at ground floor. At floors above ground, extend sleeve 1/2-inch above finished floor. e. Flashings: Extend 8-inches wider than all drains. f. Anchoring, Guiding $ Supporting Piping: 1) Anchor and support so expansion and contraction take place in direction desired. 2) Fabricate supports for pipe 2-inches and larger to permit adjustment after erection while supporting the load. 3) Provide piping isolators at all hangers and supports. 4) Where piping is adjacent to walls or other vertical surface which may be used for support, use wall brackets. 5) Insulated Piping: Provide protection shield at each support; neatly fit insulation at supports. 6) hangers shall be suitable for weight of pipe flowing full. 4. TESTING OF PIPING: a. General: Contractor shall provide all materials and equipment for tests. Repeat all tests after defect has been discovered and repaired. b. Provide construction test for the following: Pipe (Type or Service) Test Test Medium Soil, Waste and Vent Minimum 10-ft. head Water on each joint for duration of test (or 1-hour minimum) with no loss in pressure. Domestic Water 150 p.s.i.g. Water Natural gas 120 p.s.i.g. Air S. GAS PIPING TESTS: All gas piping shall be subjected to an air pressure test of not less than 120 pounds per square inch for a period of one hour without leakage. After test, purge all air from gas piping by igniting the gas at appliances until a full operating flame is detected. CVAB PLUMBING PIPING 15B-7 ~~~ ~.. F 6. PIPING INSULATION: Hot water supply and return piping shall be insulated per California Administrative Code, Title 24, requirements. 7 8 .PAINTING: ~. Paint the following in accordance with Section PAINTING. 1) All metal piping except copper. 2) All piping within finished areas, including copper. 3) All fittings, hangers, supports and related appurtenances of the above. b. Do not paint piping concealed in walls and IDENTIFICATION OF PLPE DUCTWORK AND EQUIPMENT: above ceilings. Identify each piping and ductwork system and the direction of flow with stenciled legends arrows. Apply markings after all painting and is completed. a. Markings: indicate - and flow cleaning b. Location: 1) Provide identification for all piping and ductwork except that located in furred spaces without access, or buried in the .ground or concrete. 2) Provide legend and flow arrows at all valve locations, all points where piping and ductwork enters or leaves a wall, partition, bulkhead, cluster of piping or similar obstruction; and at approximately 30-foot intervals. Provide a minimum of one marking in each space or room. 3) Mark with black stencils as follows: Ductwork 1-inch High Piping 2-inch $ Under 1/2-inch High Piping Over 2-inches 1-inch High 4) Provide printed legend in each mechanical room. c. Identify each valve with square laminated plastic tags, 1-1/4-inch by 1-1/2-inch size with 1/4-inch black letters on which background. Attach tags to valve handles with chrome-plated "S" hooks. IDentify each valve with number, service and function with identification symbols noted herein and provide Master Valve Index. d. Upon completion of the construction work, Contractor shall prepare four copies of each piping diagram and list. CVAB PLUMBING PIPING 15B-8 lb~y~ ~,,. Seal two copies in rigid backboard and frame under glass or clear plastic. Mount one copy in the equipment room. Deliver one mounted and two additional unmounted copies to Owner. e. Identify equipment with white-face/black letter bakelite plates corresponding to the designation used on contract documents. This shall include, but is not limited to the following: Water Heater Fans Evaporative Cooler Motors Pump Reheat Coils Electro-hydronic Units Motor Starters f. Label or stencil piping and ductwork in mechanical and electrical rooms. g. Standard Piping and Dcutwork Identification Symbols: DCW Domestic Cold Water DHW Domestic Hot Water DHWR Domestic Hot Water Recirculation SS Sanitary Sewer SV Sanitary Vent GAS Natural Gas CDS Condensing Water Supply Loop Piping CDR Condensing Water Return Loop Piping HWS Hot Water Supply HWR Hot Water Return COND. DR. Condensate DRain SA Supply Air or Discharge RA Return Air or Suction OA Outside Air EA Exhaust Air 9 CVAB ~~,~ ~ CLEANING OF PRESSURE PIPING SYSTEMS: a. Flush all lines of solder flux and debris. b. Before placing systems in service, remove and clean all strainers and aerators. PLUMBING PIPING 15B-9 10 POTABLE WATER SYSTEM DISINFECTION: a. Disinfection shall be performed by a commercial dis- infecting company that has been approved by the local environmental health and safety agency. b. Provide all services for disinfecting the water system in conformity with industry standards. c. Provide a certificate of completion of the job which denotes the gallonage disinfected, the concentration applied, and the amount of disinfecting agent used. d. Provide a bacteriological analysis of water in the system by a laboratory selected by the contractor and approved by the local environmental health and safety agency. e. Upon completion of all procedures designated, written approval of the system will be provided to the respons- ible contractor and the Architect. CVAB PLUMBING P,IPTNG'- 15B-10 l°°`~`~ SECTION 15C - HEATING, VENTILATING $ AIR CONDITIONING EQUIPMENT PART 1: GENERAL 1. PRINCIPAL ITEMS OF WORK INCLUDE a. Air Systems Equipment b. Water Systems Equipment 2. RELATED WORK SPECIFIED ELSEWHERE a. Piping: Section "HVAC Piping". b. Ductwork: Section "Ductwork". c. Insulation: Section "Mechanical Insulation" d. Controls: Section "Temperature Controls" e. Test and Balance: Section "Test and Balance" f. Electrical: Division 16 "Electrical". g. Painting: Section "Painting". 3. REQUIREMENTS a. Standards: 1) Uniform Mechanical Code. 2) Uniform Building Code. 3) Singer Climate Control Division Publication ECC-176-2. 4) Underwriters' Laboratories, Inc. Standards for .Safety. 5) Air Moving $ Conditioning Association, Inc. (AMCA) No. 99 Standards Handbook No. 210 Test Code for Air Moving Devices 6) Air Conditioning $ Refrigeration Institute (ARI) No. 410 Certification for Forced-Circulation Air Cooling and Air Heating Coils b. Submit catalog data for all mechanical equipment per Section "Special Conditions". CVAB rt HVAC EQUIPMENT 15C-1 ~ 6~~'1 c. Electrical Requirements: 1) Electrical Work Under This Section: Furnish all electric motors, relays and controllers; installa- tions under Division 16 "Electrical", except where electrical component is part of the equipment and mounted thereon. 2) Wiring and Conduit Required for Systems Under this Section: Furnished and installed under Division 16 "Electrical". 3) Wiring and Conduit 24V and Under: Furnished and ~~ installed under Section Temperature Controls". Conduit and wire conform to standards set forth in Division 16 "'Electrical". d. Operation Test, Operation and Maintenance Data and Instruction of Personnel per Section"Special Conditions". PART 2: PRODUCTS 1. EQUIPMENT a. Electro-Hydronic Unit(s): Water source heat pumps with capacity and characteristics as listed in the schedule: "The Singer Company"; or equal. 1) Casing: Floor mounted or suspended type with hori- zontal air inlet with the option of vertical duct, and maximum dimensions as shown on plans. Casing, 20-gage zinc-coated steel lined with 1/2-inch thick acoustic and thermal fiberglass insulation. Panel shall be provided for electric heat element access and chassis removal. Front panel capable of being gpened without the use of tools. Filter service, chassis fuse replacement and circuit breaker reset- ting shall not require removal of front panel. 2) Piping Connections: Provide within the casing ver- tical risers for supply water, return water and condensate removal, right or left hand location as detailed. Provide shutoff valves for chassis re- moval on the supply and return risers. Provide flexible hose, clamped on each end to push-lok fitting, for supply and return water connection from chassis to risers. Provide plastic hose with quick disconnect for drain connnection from chassis to condensate riser. CVAB HVAC EQUIPMENT 15C- 2 l ~°`~~' 3) Electrical: Factory-wired circuit breaker for chassis protection, and junction box for all required field wiring. Provide complete with cable and plug to facilitate removal for repair replacement. Electric box is an integral part of casing and shall include convenience receptac. 4) Chassis: Sealed refrigerant circuit, consisting of hermetic motor compressor with internally fused capacitor, air-to-refrigerant finned tube coil; capillary expansion tube; refrigerant reversing valve pilot operated; water-to-refrigerant coaxial tube exchanger; high pressure and low temperature safety cutouts factory installed on the refrigerant circuit. Cutouts wired through factory installed lock-out relay to hold conditioner off until it is reset electrically at the circuit breaker panel regardless of the wall thermostat position. Manual reset of cutout at unit will not be allowed. Con- densate drain pan and factory-installed condensate drain trap are included in chassis. 5) Low Ambient Operation: Unit shall start and operate at ambient temperature of 40 F with water flow and 80 F entering water temperature. 6) Control Panel and Fusing: Factory-mounted control panel within conditioner enclosure shall contain relays for blower, compressor and reversing valve and a 24-V low-line voltage transformer completely factory wired. Motor protection fusing shall be factory installed. 7) Thermostatic Control (Room Temperature): Thermo- stat and subbase for wall mounting shall be as detailed and shall be furnished by unit manufacturer. 8) Blower and Motor: Blower shall be direct drive or belt drive as noted, centrifugal type designed to produce specified air volume at specified ex- ternal static pressure at the input voltage and phase specified. Blower motor speed for all models specified shall not exceed 1200 RPM synchronous speed. Motor shall have a normal 2-year lubrica- tion capacity and initially lubricated at the fac- tory. Readily accessible oiler tube shall be fac- tory-installed and motor lubricated once a year as part of a normal maintenance. CVAB I-NAC EQUIPMENT 15C-3 ~ pc~y 9) Air Filter: Provide one-inch thick fiberglass air filter installed in chassis. Filter shall be removable without the use of tools and not visible from the conditioned space. 10) Single Voltage Ratings: Unit furnished for the specific voltage and phase shown on the schedule and heat pump shall be guaranteed at + or - 10~ of the data plate voltage. CVAB 11) Warranty: One-year warranty for furnishing parts and labor for replacing any part of the unit which becomes defective in normal operation from the date of original installation. Hermetically sealed motor compressor assembly and all components of refrigeration circuit not readily separable shall be warranted to the original Owner for use of five years. 12) NOT USED. b. Pumps: End suction centrifugal type: "Allis-Chalmers"; or equal. 1) Cast iron bronze-fitted pump with ANSI flanged connections, Type 316 stainless steel shaft; ceramic coated shaft sleeve, mechanical seals and ball bearings. 2) Motor: Direct coupled to pump, TEFC NEMA design B, type arranged for motor starter noted. 3) Size, capacity, type and arrangement shown. Evaporative Cooler: Provide factory-assembled closed- circuit evaporative cooler of sectional counterflow blowthru design; "The Singer Company"; or equal. 1) Centrifugal blower assemblies built into the pan, with all moving parts factory-mounted and aligned. Cooler shall be internally baffled. For coolers with more than one blower motor solid bottom panels shall be furnished at the base of cooler. Blowers shall be arranged to permit operation in the se- quence specified. Unit construction all hot-dip galvanized steel and additionally protected with Zinc Chromatized Aluminum finish after assembly. Combination pan-fan section shall consist of heavy gage hot-dip galvanized steel angle framework, hot- dip galvanized V-shaped self-cleaning pan and cen- trifugal fans mounted beneath the sloping under sides of the pan. HVAC EQUIPMENT 15C-4 l ~~~~ d. e 2) Cooler shall be furnished with TEFC ball bearing fan motor and V-belt drives suitable for outdoor service; motor horsepower and voltage character- istic shown. 3) Cooler furnished with spray water recirculating pump and motor, completely piped; motor horse- power and voltage characteristic shown. 4) Coil Section: Encased entirely with hot-dip galvanized steel panels. Cooling coils all prime steel, tested to 350 psig air pressure under water and hot dip galvanized after fabrication. Coils have sloping tubes to permit free drainage of the fluid. Provide a vent connection at each coil inlet for installation of an air vent. Eliminators constructed of extra-heavy coated hot-dip galvanized steel removable in easily handled sections. Reheat Coils: "The Singer Company"; or equal. 1) Casing: Galvanised 18-gage sheetmetal with flanged connection. 2) Tubes: 5/8-inch OD copper primary surface. 3) Fins: Plate-type copper construction. 4) Rating: Certified ARI Standard 410. S) Size, capacity, type and arrangement shown. Exhaust Fans: "Greenheck"; or equal. 1) Centrifugal Type: a) Wheel: Backward inclined and air foil curve design or welded steel; AMCA rated. b) Housing: Inline design, steel construction with flanged inlet and outlet; drive motor and belt enclosure. c) Motor: ODP Nema Design B arranged for motor starter shown. 2) Cabinet Exhaust Fan: Factory packaged for indoor use containing the following components in its design: a) Fan: Forward-curved centrifugal type with direct drive; permanently lubricated direct drive; UL- CVAB HVAC EQUIPMENT 15C-5 l ~~~ electric motor. b) Cabinet: Phosphatized steel with acoustical lining on interior. Cabinet arranged for inline air flow. c) Size, capacity, type and arrangement shown. f. Duct Caps: "Williams-Bermuda"; or equal. One-piece molded fiberglass construction with birdscreen. Submit color chart for color selection. g. Vibration Isolators: "Mission Industries"; "Korfund"; or "Saussee". Metal, spring type with or without composition mounting pad as shown. h. Air Filters: "Farr"; "Eco-Air"; or equal. Disposable glass fiber type with fiberboard or plastic frame and metal retainer grid with 1-inch thickness. Size, capacity and arrangement as required of air handling units. i. Air Distribution: "Krueger"; or equal. 1) Registers: Construct of galvanized steel, in- cluding frame, removable core, OBD and all fasteners or clips. Finish with Primer and finish coats per Section "Painting". 2) Grilles: Construct of galvanized steel, including frame, removable core and all fasteners or clips. Finish with Primer and finish coats per Section "Painting". 3) Ceiling Supply Diffuser: Perforated panel-type consisting of perforated face panel, air plenum hood, diffuser with deflection as noted, duct con- nector and related appurtenances. 4) Ceiling Return Diffuser: Panel-type consisting of perforated face panel, air plenum hood, duct connector and related appurtenances. 5) Combination Air diffuser and lighting fixture shall be "Conners" Series H. Coordinate exact arrange- ment with lighting fixture. j. Chemical Treatment Dispenser-(s): Walsh Enterprises No. 2 pot feeder; or equal. CVAB HVAC EQUIPMENT 15C-6 ~ w~ `~ m. Water Treatment Equipment: 1) Float Valve: "Griswold" Model 4190; or equal. 2) Flow Switch: "McDonnell-Miller" FS4-3; or equal. 3) Bleed Valve: "Griswold" Model #8160; or equal. 4) Solution Pump: Positive displacement chemical solution pump with adjustable output volume suitable for inhibitors, 115V, 60 Cycle, with SPST relay for Control console; "UUP Water Services Div., Burbank"; or equal 5) Solution Tank: Provision for air mix or electric agitator. 6) Chemical: Inhibitors and algaecides as recommended. 7) All equipment sized according to rated capacity of the system. PART 3: EXECUTION 1. INSTALLATION - GENERAL a. Electrical Requirements: A7 range sheetmetal panels to house all electrical components; coordinate with Electrical and Controls Contractors to obtain minimum adequate size of enclosure. Identify panels as Control Panels on drawings. b. Nameplates: Construct of black and white laminated plastic engraved to reveal white layer. Engraving to be 1/8-inch high upper-case block letters. First indicate by symbol followed with appropriate name and designation used on contract documents. See Identifi- cation of Pipe, Ductwork and Equipment paragraph, Section "Plumbing Systems Piping". 2. INSTALLATION - EQUIPMENT Install all equipment per manufacturer's published in- structions and as noted here. a. Electro-Hydronic Units: Mount on, or suspend from, vibration isolators and use flexible connections at ductwork and piging; provide air filters. CVAB HVAC EQUIPMENT 15C-7 ~ ~N~ b. Pumps: Mount on concrete pad supported by metal spring type support. Provide gage and gage cock on supply and return flange. Use single gage with three ball valves for isolating gage, suction and discharge. c. Evaporative Cooler: Provide steel support beams full length of tower and mount on four metal spring vibration isolators as shown. d. Reheat Coils: Provide mating flanges on ductwork to allow for removal without dismantling of ductwork manual air vent; flow control fittings; control valve; and gate valves. e. Exhaust Fans: Provide factory fittings and flashing. Coordinate opening size for flashing requirements with roofing. f. Air Distribution: Install per SMACNA Manual and as shown. Coordinate with ceiling suspension materials and lighting fixtures for exactness of fit. g. Chemical Treatment Systems: 1) Install chemical treatment dispensers where shown Provide ball or gate valves on each side. Support from wall or floor independent of piping. 2) Install condensing water chemical treatment system. Provide supervisory service and installation, start- up and correct operation of equipment. A repre- sentative of the water treatment company shall visit on a monthly basis. A written analysis and recommendations based on each visit shall be sub- mitted to the Chula Vista Civic Center Maintenance Engineer and the mechanical consulting engineer. 3. INSTALLATION - MISCELLANEOUS a. Access Panels: Access doors or panels shown or re- quired for servicing or maintenance of equipment are provided for under another section of this specification. Responsiblity for exact location of panels and doors are part of the work of this section. b. Cover Plates and Escutcheons: Provide necessary sleeves and finished cover plates for all ducts and chrome-plated escutcheons for pipes passing through finished foors, walls or ceilings. CVAB HVAC EQUIPMENT 15C-8 ~~ c. Flashings: Ductwork, piping and other items which pass through building structure, equipment pads or floors shall be thoroughly sealed against entry of water or moisture with sheetmetal Flashing and counter- flashing, and an asphaltic-base mastic sealer. d. Vibration Isolators: Provide for equipment and piping and where noted. Provide as recommended in t~tason Industries Publications VCS-1 thru VCS-6. e. Provide filters during construction phase, and clean filter strainer mat and glass-fiber media for each filter at final inspection of mechanical systems. Test and balance with clean filters before final inspection. CVAB HVAC EQUIPMENT 15C-9 ~~o~~ SECTION 15D - HEATING, VENTILATING $ AIR CONDITIONING PIPING PART 1: GENERAL 1. PRINCIPAL ITEMS OF WORK INCLUDE: a. Heating Hot Water System. b. Condensing Water System. c. Condensate System. d. Identification of Systems. 2. RELATED WORK SPECIFIED ELSEWHERE: a. Heating, Ventilating $ Air Conditioning Equipment: Section "HVAC Equipment". b. Insulation: Section "Mechanical Insulation". c. Controls: Section "Temperature Controls". d. Test and Balance: Section "Test $ Balance". e. Painting: Section "Painting" 3. REQUIREMENTS: a. Standards: 1) Uniform Mechanical Code. 2) American National Standards Institute (ANSI) B16.5 Steel Pipe flanges and flanged fittings, including B16.Sa and B16.5b. B16.9 Factory-made wrought steel buttwelding fittings. B16.22 Wrought copper and bronze solder joint pressure fittings. B16.24 Bronze flanges and flanged fittings, 150- and 300-pound. 3) American Society for Testing $ Materials (ASTM) A53 Welded and seamless steel pipe. CVAB HVAC PIPING 15D-1 t 6p~~ A194 Carbon $ alloy steel nuts for bolts for high pressure and high temperature service. A233 Welding rods. A234 Piping fittings for wrought carbon steel. and alloy steel for moderate $ elevated temperatures. A307 Carbon steel externally ~ internally threaded standard fasteners. B88 Seamless copper water tube. 4) American Welding Society (AWS) B3.0 Standard Qualification Procedure for Welders. b. Submit Catalog data per Section "Special Conditions" 1) Piping 2) Pipe fittings 3) Valves and specialties 4) Equipment 5) Dielectric connections. 6) Hangers and supports c. Submit result of Operation Test, repare and submit Operation and Maintenance Manual and provide Instruction of Personnel per Section SPECIAL CONDITIONS. d. Coordinate Start-up procedure with Engineer. PART 2: PRODUCT 1. MATERIALS: a. Bolts and Studs: ASTM A307, Grade B. b. Nuts: ASTM A194, Grade 2. c. Brazing Alloy: "Sil-Fos"; "Easy-Flo"; or equal. d. Sleeves: Sheetmetal or plastic: "Wade"; "Adjusto- Crete" ; or e~;ual. e. Pipe and Fittings, Copper: 1) Pipe: Copper, Type "L" cold drawn, hard temper per ASTM B88. 2) Fittings: Wrought copper, solder joint per ANSI B16.22. 3) Flanges: Bronze, screwed; 150-pound per ANSI B16.24. CVAB HVAC PIPING 15D-2 C®d~~ 4) Unions: Copper, solder joint. S) Gaskets: Composition asbestos. f. Plastid Pipe and Fittings: 1) Pipe, plastic, Johns-Manville "Ringtite" Type I, Grade K, per DS-933-67; Schedule 40 PVC. 2) Fittings, plastic, Johns-Manville "Ringtite" socket-type per DS-933-67; Schedule 40 PVC socket type. g. Dielectric Connections: Schedule 90 Penton, or CPVC nipples, four inches long. h. Dielectric Unions: "Epco"; or equal. 2. VALVES AND SPECIALTIES: a. Gate Valves (Up to and including 2-inch): 1) Bronze gate, non-rising stem; 125-pound SP7P/200- pound WOG, solid wedge disc; screwed bonnet and ends; gland packed; "Crane" #438; "Milwaukee" #1105; or equal. 2) Bronze gate, non-rising stem, 125-pound SWP/200- pound WOG, solid wedge disc, screwed bonnet, sweat ends; "Crane" # 1320 and # 1324; "Milwaukee" # 11.45; or equal. b. Gate Valves (Above 2-inch): Iron gate, non-rising stem, 125-pound SWP/200-pound WOG, solid wedge disc, bolted bonnet, flanged ends, IBBM; "Crane" #461; "Milwaukee" # 2882; or equal. c. Globe Valves (Up to and including 2-inch): 1) Bronze globe, 125-pound SWP-200-pound WOG, bronze disc, screwed bonnet and ends; "Crane" #7; "Milwaukee" #502; or equal. 2) Bronze globe, 125-pound SWP/200-pound WOG; composition disc, screwed bonnet, seat ends; "Crane" #1310; "Milwaukee" #520; or equal. d. Globe Valves (Above Z-inch): Iron globe, rising stem, 125-pound SWP/200-pound WOG; bronze disc, bolted bonnet, flanged ends, IBBM: "Crane"; #351; "Milwaukee" #2981; or equal. CVAB HVAC PIPING 15D-3 ~oo~~l e. Angle Valves: 1) Bronze angle, up to and including 2-inch: 125- pound S1VP/200-pound WOG, bronze disc, screwed ends: "Crane" #37; "Milwaukee" #509; or equal. 2) Iron check over 2-inch size, horizontal swing, 125-pound SWP/200-pound WOG:bronze disc, flanged ends, IBBM; "Crane" #373: "Milwaukee" #2974; or equal. f. Ball Valves: 100-PSI WOG @ 220 F. maximum, bronze body, packing gland, screwed ends; "Crane" #2190H or #2192H; "Wolverine"; "Chase"; or equal. g. Combination Balancing and Shut-off Valves: 1) One-inch thru 1-1/4-inch size: "Illinois" Series 4000; Sizesl-1/2-inch thru 4-inches, "Illinois" Series 5000; or equal. 2) Lubricated Plug Valve: Sizes over 4-inch, semi-steel 200-pound WOG, with locking shield indicated; "Rockwell" #143; "Walworth"; "Powell"; or equal. h. Flow Control Venturi: Venturi Series, sizes as required; "Barco" Division or Aeroquip Corp; "Ellison" Annubar; or equal. i. Flow Control Device: "Griswold" Model 355x; or equal. j. Strainers: 125-PSI WYE pattern; semi-steel body; bronze or monel screen: "Crane"; "Strong"; or equal. 3. EQUIPMENT: CVAB a. Hangers and Supports: 1) Split-ring Type: "Fee #, Mason"; "Grinnell"; or equal. Z) Trapeze Type: "Unistrut"; "Kindorf"; or equal. 3) Bolted Steel Clamps: "Fee #, Mason"; "Grinnell"; or equal. b. Thermometers: See "Temperature Controls:. c. Pressure Gages: Dial-bourdon type with range 0 to 150 psi;dial size 3-inch; "Marsh"; "Trerice"; or equal. ~ oow `~ HVAC PIPING 15D-4 d. Flexible Connections: Stainless steel bellows with double-braid; lap flange connection; 150 PSI; "Mason"; "Taco-Flex"; or equal. e. Expansion Tank(s): ASME-rated and labeled with sight- glass; size, type, capacity and arrangement shown: "Bell ~, Gossett: "Taco"; or equal. PART 3: EXECUTION 1. INSTALLATION - GENERAL: a. Water piping shall be copper, Type "L", except that condensing water piping within the structure may be plastic. b. Piping underground may be copper 24" min. cover under drives, or piping underground may be plastic 36" min. cover under drives. All pipe sizes shown are nominal I.D. c. Use long radius elbows. d. Provide gages, thermometers, flow control devices and venturis, strainers where shown. e. Provide for complete system drainage at all low points as shown. f. Install piping flat unless indicated otherwise. g. Use reducing fittings for changes in pipe sizes. h. Clean pipe and fittings; keep interiors clean through- out installation; provide caps on ends of cleaned piping. i. Conceal ali interior piping in walls or above ceilings, except in rnechanical equipment rooms or where shown to be exposed. j. Use standard pipe lengths. k. Cut pipe accurately; work into place without springing or forcing; provide for expansion and contraction. 1. Piping arrangements shown ax•e diagrammatic. Locate to avoid beams, girders, lighting fixtures, doors, windows and other openings. m. Provide unions or flanges to permit disconnection of all piping; apparatus, fixtures and equipment. CVAB HVAC PIPING 15D-S 0 ~`~~~"~ n. Use reducing fittings for all changes in pipe sizes; bushings are not acceptable as reducing fittings. o. Install valves to permit access for operation and repair. p. Install valves with stems in vertical position with handwheel on top. q. Provide shut-off valve or gage cock at pressure gages. r. Provide separable sockets for thermometers. Install in manner to sense the flowing temperature of fluid and to minimize obstruction to flow. s. Provide dielectric unions or flanges suitable for pres- sure and temperature of service between all ferrous and non-ferrous piping, except that bronze valves and fittings may be used without dielectric couplings for ferrou~to ferrous and nonferrous-to-nonferrous connec- tions. 2. SCREW-JOINTED PIPING: a. Remove all fins and burrs. b. Apply lubricant or teflon tape on male threads only. 3. SOLDER-JOINTED PIPING: a. Cut ends square and remove all fins and burrs. b. Replace all dented or damaged pipe with new pipe. c. Apply scribe line 1-inch plus depth of the socket from the end of each pipe. d. Remove stems and washers of solder-joint valves be- fore soldering. e. Remove all grease and oil from joints wiping with clean cloth saturated with suitable chemical solvent; clean with emery cloth. f. After cleaning, apply non-corrosive flux and hold joint rigidly until solder has hardened. g. At contractor's option, joints may be silver-brazed with "Sil-Fos" or "Easy-Flo". CVAB HVAC PIPING 15D-6 ~ o~`''y 4. INSTALLATION - PLASTIC PIPING: a. Replace all dented or damaged pipe with new pipe. b. Apply scribe line one-inch plus the depth of the socket from the end of each pipe. c. Remove all grease and oil from all joints wiping with clean cloth saturated with suitable chemical solvent. d. Use reducing fittings for all changes in pipe sizes. e. Install per manufacturer's published data. S. INSTALLATION - LOOP WATER SYSTEMS: a. Use copper pipe and fittings: In Equipment Areas Where exposed to weather At pumps and equipment b. Use plastic pipe and fittings: Concealed within building c. Provide copper-to-plastic adapter fitting. d. Arrange for complete drainage. e. Provide shutoff valves with access panels as shown. f. Install piping flat unless indicated otherwise. g. Use reducing fittings for changes in pipe size. 6. INSTALLATION - CONDENSATE DRAIN SYSTEMS: a. Use plastic pipe and fittings. b. Slope all piping a minimum 1/2-inch per foot in direction of flow. c. Terminate system in floor sink, or as shown. 7. INSTALLATION - VALVES: a. Install electric diverting type control valves per manufacturer's recommendations. CVAB ~~~L{ HVAC PIPING 15D-7 I 8 HANGERS AND SUPPORTS: a. Suspend individual piping with split-ring type hangers. b. Where two or more lines run parallel for more than eight feet, suspend piping with trapeze type hanger with standard pipe clamp. c. Insulated Piping: Provide 18-gage sheetmetal protection shields, minimum 18-inches log, at supports and hangers. d. Space hangers and supports per Schedule on straight runs, but within one foot of all changes in direction of piping. Install additional supports as required to prevent sagging due to accessories in the piping, and to keep weight of piping from being supported by pumps or equipment. SCHEDULE - Maximum Hanger Spacing Siae Copper/Steel PVC 1/Z-inch 6-feet 4-feet 3/4-inch 6-feet 4-feet inch 1 6-feet 4-feet 1-1/4 inch 8-feet 6-feet 6-feet 1_1/2 inch 8-feet 10-feet 6-feet inch Z 1/2-inch 10-feet 6-feet Z_ 3_ inch 10-feet 7-feet q_ inch 10-feet 7-feet e. Isolate piping from building with metal spring supports at pumps and at equipment which may transfer vibration to building. 9. INSTALLATION - CHEMICAL TREATb4ENT SYSTEM: Install chemical treatment equipment where shown. Provide ball or gate valves on each side; support from wall or floor independent of piping. 10. TESTS: a. Contractor shall provide all materials and equipment for tests. Repear all tests after defect has been discovered and rectified. Do not bury, conceal or in- sulate piping until tested, inspected and approved. CVAB HVAC PIPING 15D-8 ~ ~ oy ~~ b. Before testing, remove or valve off all gages, equipment and apparatus that may be damaged by test pressures. c. Provide calibrated test gages to observe pressure loss. d. Test piping hydrostatically at pressure 1-1/2-times design working pressure, in no case less than 150 psig. e, Maintain test pressure for sufficient time to permit complete inspection by Engineer. f. Flow Control Venturi: Obtain appropriate balance curves or data. Coordinate with test and balance agency for exact detail or installation prior to in- stallation of flow control venturi and attach curve to each. 11. CLEANING: a. Flush systems with fresh water for not less than four times. b. After flushing, add the following chemicals and cir- culate systems for minimum of 24 hours. 1. Tri-sodium phosphate, 3-pounds per 100 gallons of water in the systems: OR 2. Non-ionic detergent, 1/2-pound per 100 gallons of water in the system. c. Drain chemical solution completely; clean strainers and flush systems with fresh water until water remains clear. 12. PAINTING: a. Paint the following in accordance with Section "Painting". 1) All metal piping, except copper piping. 2) All piping within finished areas, including copper piping. 3) All fittings, hangers, supports and related appur- tenances of the above. b. Do not paint the Following: Piping concealed in walls and above ceilings. CVAB HVAC PIPING 15D-9 ~ p D~f ~ 14. PIPE AND EQUIPMENT IDENTIFICATION: Apply identification per requirements of Section "Plumbing Systems Piping", paragraph "Identification of Pipe, Ductwork and Equipment". CVAB HVAC PIPING 15D-10 oo~~ SECTION 15E - DUCTWORK PART 1: GENERAL 1. PRINCIPAL ITEMS OF i40RK INCLUDE: a. Supply Air Ductwork. b. Exhaust Air Ductwork. c. Return Air Ductwork. 2. RELATED WORK SPECIFIED ELSEWHERE: a. Air Distribution Equipment: Section "HVAC Equipment" b. Insulation: Section "Mechanical Insulation." c. Painting: Section "Painting". d. Test and Balance: Section "Test and Balance" 3. REQUIREMENTS: a. `Standards: 1) Uniform Mechanical Code. 2) National Fire Protection Association (NFPA) No. 90A Air Conditioning Systems 1975 3) Underwriters' Laboratories, Inc. (UL) No. 181 Air Ducts 4) American Society for Testing f, Materials (ASTM) A527 Steel sheet, zinc-coated (galvanized) by the hot dip process, lock forming quality. B209 Aluminum-alloy, sheet and plate. S) Sheet Metal and Air Conditioning Contractors National Association, Inc. (SMACNA) Duct Manual, Low Velocity ~, Duct Construction Standards, Fourth Edition. CVAB DUCTWORK 15E-1 ~ oa~~ Duct Liner Applications Standards, Second Edition, Including National Insulation D4frs' Association Standard AHC-101, Standard for Duct Liner Materials and N,F-1, SMACNA Standard for idechanical Fasteners b. Submit catalog data per Section "Special Conditions" 1) Duct lining. 2) Volume dampers. 3) Barometric Relief Dampers 4) Flexible ductwork. S) Flexible connections. 6) Access doors. 7) Extractors. 8) Round ductwork fittings c. Provide Operation Test, prepare and submit Operation and Maintenance Manual, and provide Instruction of Personnel per Section "Special Conditions". d. Coordinate start-up procedure with Engineer. PART 2: PRODUCTS 1. D4ATERIALS: a. Galvanized sheet steel per ASTM 527: "U.S. Steel"; "Kaiser"; or equal. b. Aluminum per ASTM B206: "Reynolds"; "Kaiser"; or equal. c. Round Ductwork: Galvanized Spiro-Duct, Type S, "Glass Insu lion Co."; or equal by "United Sheet Metal; or equal. d. Round Ductwork Fittings: Galvanized steel: "Spiro- Duct"; Type RW, "Glass Insulation Co."; or equal by "United Sheet Metal": or equal. e. Duct Liner: Fiberglass 3 pcf density, thickness as specified under "Execution"; "Johns-Manville" MICROTEX; "Owens-Corning" fiberglass Duct Liner Board; or equal. 2. COMPONENTS: a. Flexible Duct: Underwriters' Laboratories Inc. -rated Class 1, flexible air duct, minimum length 7'0": "Glass Insulation Co" SL-181' "Thermoflex" Type M-KA; or equal. CVAB ~ DUCTWORK 15E-2 1 ~°~ b. Volume Dampers: "Krueger" OBD; "Ruskin" OBD; or equal. c, Barometric Relief Dampers: "Ruskin";or equal. Non- metallic Type NMS. d. Flexible Connections: "Ventfabrics, Inc." Ventglass; "Duro-Dyne" Durolon; or equal. e. Access Doors F, Panels stamped insulated type Type IAD; or equal. f. Access Doors 6 Panels or'Controlair" AD; or (Insulated Duct): "Ventlok" ~; "Krueger" OMAD; "Controlair" (Uninsulated Duct): "Krueger"; equal. g. Flexible Duct Clamps: "Ventlok" No. 670; "Ideal" No. 59; or equal. h. Flexible Duct Take-offs: "Glass Insulation" Spin-in fittings, Series SM-1 and SM-2; "Williamson"; or equal. i. Adjustable Extractors: "Krueger" Series EX-8; "Air Guide" Series EXR; or equal. j. Remote Control Damper Regulator: "Krueger" Model 7005M; "Young Regulator Co."; or equal. k. Self-locking Damper Controls: "Ventlok" No. 641; "Duro- Dyne" Type SR; or equal. 1. Turning Vanes: "Duro-Dyne" Type Hollow Vane: "Tuttle $ Bailey" Ducturns; or equal. m. Hardware: "Duro-Dyne"; "Ventfabrics, Inc."; or equal. n. Mechanical Fasteners: Per Standard for Mechanical Fasteners; "Gemco"; "Duro-Dyne"; or equal. o. Liner Adhesive: Per SD4ACNA Standard for Duct Liner Application, Type 1: "Minnesota Mining ~, Mfg. Co." No. 33; Scotch Grip; or equal. p. Mechanical Fastener Adhesive: "Goodloe E. Moore" Tuffbond, general purpose; "Minnesota D4ining F, Mfg. Co." No. 33; "Scotch Grip"; or equal. q. Duct Sealant: "Goodlo@ E. Moore" Tuffbond No. 12; "Minnesota Mining F, Mfg. Co."; or equal. r. Lagging Adhesive: "Bordens" No. 60-89-05; "Benjamin Foster" Pdo. 30-36; or equal. CVAB ~ DUCTWORK 15E-3 Q~ PART 3: EXECUTION 1. DUCTWORK: Provide all ductwork in accordance with Uniform Mechanical Code, SMACNA, NFPA and Underwriters' Laboratories, Inc. Z. DUCTWORK SYSTEMS: Use the following materials for the construction and fabri- cation of each entire duct system, including fittings, appurtenances, and fasteners: a. Supply Air Ductwork: Galvanized or aluminum per standards with duct liner. Use 1-inch thick duct liner for all ducts except use 2-inch thick duct liner for plenums and ductwork in the Equipment Rooms. b. Exhaust Air Ductwork: Galvanized or aluminum per standards with duct liner. Use 1-inch thick duct liner for all ducts, except use 2-inch thick duct liner for plenums and ductwork in Equipment Rooms. c. Return Air Ductwork: Galvanized or aluminum per standards, with duct liner. Use 1-inch thick duct liner for all ducts except use 2-inch thick duct liner for plenums and ductwork in the Equipment Rooms. d. Round Ductwork: In lieu of duct lining, wrap with fiberglass vapor barrier duct insulation equal to "Johns-Manville" Series R4 or "Owens Corning"; or equal. Apply per manufacturer's published instructions. 3. DUCTWORK INSTALLATION a. Duct dimensions are net inside of lining. b. Ductwork Seams: Cover all joints and seams with 4-inch wide strips of Arabol-saturated 4-ounce canvas: secure to duct with one additional coat of Arabol solution applied after first coat has dried; make system airtight. c. Square Elbows: Double-vane type, Plate 22, Figure B of SMACNA duct manual. d. Radius Elbows: Plate 21, Figure B of SMACNA duct manual. e. Tapers and Offsets: Plate 23 of SMACNA duct manual. f. Tee Connections: Plate 26 of SMACNA duct manual. CVAB ~ bo~~ DUCTWORK 15E-4 g. Blank Take-offs: Plate 2.5 of SMACNA duct manual. h. Supports: Plates 16 thru 19 of SMACNA duct manual and as detailed on drawings. i. Flashings: Where ductwork passes through exterior of building walls and roof, install per Plates 41 and 42 of SMACNA duct manual. j. Fire Dampers: Free area equal to the duct area. Provide access panels adjacent to fusible link and provide instructions with regard to size and location of access panels in building structure. k. Flexible Connections: Per Plate 46 of SMACNA duct manual, and as recommended by manufacturer of flexible duct. 1. Flexible Duct Connections: Factory-fabricated with factory-sealed duct ends; apply duct adhesive and metal lockable clamps. Use duct at full 84-inch factory-supplied length; do not field cut. Arrange for recommended radius or bending. Radius bends less than those recommended will not be acceptable. m. Access Doors and Panels: At all equipment where not accessible from outside of duct system. Size shall be large enough to permit removal of equipment it serves. n. Where duct branches are tapped off main trunks, use adjustable extractor of same size as branch duct and make extractor adjustments: 1) Through face of grille, register or diffuser; 2) By extending adjustment rod through duct and using self-locking damper control. 3) Where inaccessible, use remote control damper regulator and mount in finished wall or ceiling; enclose with flush-mounted insert and fit with removable chrome-plated disc. 4. INSTALLATION OF DUCT LINER: a. Provide all duct liner per SMACNA Duct Liner Appli- cation Standards. b. Apply mechanical fasteners per Plate 2, SMACNA Standard for Mechanical Fasteners. CVAB DUCTWORK 15E-5 ~ ~o~~ c. Apply adhesive as for rigid duct liner for velocities up to 4,000 fpm. 5. DUCTWORK PAINTING AND IDENTIFICATION: a. Paint interior of all duct boots or plenums dull black to prevent sighting of bright metal. b. Apply identification per requirements of Section "Plumbing Systems Piping", paragraph "Identification of Pipe, Ductwork and Equipment". 6. CLEANING: After completed system of rubbi: installation of made and before installed, blow lets wide open. CVAB ~~~ t installation of ductwork, clean entire sh, plaster, dirt or other debris. After equipment and connection on fans are any grilles, outlets or registers are out entire system with dampers and out- DUCTWORK 15E-6 SECTION 15F - MECHANICAL INSULATION PART 1: GENERAL 1. PRINCIPAL ITEMS OF WORK INCLUDE a. Piping Insulation. b. Ductwork Insulation. 2. RELATED WORK SPECIFIED ELSEWHERE a. Piping: Section "Plumbing Piping Systems" and "HVAC Piping". b. Equipment: Sections "Plumbing Systems Fixtures and Equipment" and "HVAC Equipment". c. Ductwork Lining: Section "Ductwork". 3. REQUIREMENTS a. Standards: 1) Uniform Mec!.anical Code. 2) California Administrative Code, Title 24 3) National Fire Protection Association (NFPA) No. 90A Air Conditioning Systems 4) American Society for Testing $ Materials (ASTM) E84 Surface Burning Characteristics of Building Materials S) Manufacturers' Published Data b. Submit Catalog Data per Section"Special Conditions": 1) Insulation materials. 2) Adhesives. 3) Wire and Bands. 4) Glass Cloth acid Tape. 5) Weather jacketing and fittings. c. Provide Operation Test, prepare and submit Operation ~ Maintenance Data and provide Instruction of Personnel per Section "Special Conditions". CVAB ~~,/ MECHANICAL INSULATION 15F-1 L~ PART 2: PRODUCTS 1. APPLICATION MATERIALS a. Lagging Adhesive: Borden's "Arabol" No. 60-89-05; Benjamin Foster's No. 30-26; or equal. b. Staples: One-half-inch outward clinching type, corrosion-resistant steel. c. Bands: Galvanized steel, aluminum, brass or copper- nickel alloy having minimum width of 3/4-inch. Band thickness exclusive of any applied coating, not less than: Steel 0.005 inch Aluminum 0.007 inch Brass 0.01 inch Copper-nickel Alloy 0.005 incl. d. Wire: No. 14 (B $ S) gage copper clad steel or copper-nickel alloy; or 18 (AWG) gage of soft, annealed galvanized steel. e. Wire Netting for Exposed Surfaces of Insulation to be Cement Finished: 20 (AWG) gage, galvanized steel, 1-inch mesh with continuous 26-gage galvanized steel corner beads having Z-1/2-inch wings. f. Speed Washers, Metal or Nylon Anchors or Pins for Securing Insulation: Size and type as recommended by manufacturer for type and thickness of insulation used. g. Canvas Covering: Cotton duck, 6 ounce. h. Presized Glass Cloth: Average thickness not less than 0.011 inch; weight not less than 24 grams per square foot. i. Corner Angles: 1-1/2-inch by 1-1/2-inch 0.020 aluminum. j. Protection Shields: 16-gage galvanized sheet metal, 18-inches long. k. Insulation Inserts: Johns-Manville "Thermobestos"; Pittsburg -Corning "Foamglass"; or equal. 1. Finishing Cement: 85$ magnesia, or equal. m. Weather Jacketing Materials and Fittings: Aluminum type 0.010-inch minimum thickness with moisture barrier: "Childers"; or equal. CVAB~~~ ~ MECHANICAL INSULATION 15F-2 INS43ALTION MATERIALS a. Piping and Round Ductwork Insulation: Johns-Manville" Flame-Safe per HH-I-00558, Form D, Type III, Class 12; "Owens-Corning" Fiberglass 25 ASJ/SSL per HH-I-0058, Form D, Tpe II, Class 12; or equal. b. Fire Hazard Rating: All thermal insulation materials, finishes, jackets, facings, coatings, adhesives and sealers for use on all piping, heating and air condi- tioning systems and equipment pertinent thereto, shall have a fire hazard rating not to exceed 25 for flame spread and 50 for smoke developed as determined by ASTM test method E-84. Underwriters' Laboratories, Inc. label or listing, or certified test report from an approved testing laboratory will be required to indicate the above fire hazard ratings are not exceed- ing by the materials proposed for use. Flame-proofing treatments which are subject to decomposition, deterior- ating, or the effects of moisture or high humidity are not acceptable. PART 3: EXECUTION INSTALLATION - GENERAL: a. Definitions: 1) Finished areas are areas used for habitation or occupancy. 2) Exposed areas are areas open to view within interior of building. b. Condition of Surfaces: Apply insulation to clean dry surfaces after leak tests and systems are approved and accepted. c. Install insulation materials per manufacturer's latest published instructions. d. Manufacturer's label must be clearly visible on each box, roll or can of insulation materials. e. Materials and Workmanship: Install insulation smoothly and evenly using full lengths wherever possible. Ad- hesives, sealers and vapor barrier coatings shall be compatible with the materials to which they are applied and shall not soften, corrode or otherwuse attack such materials. CVAB 0~~ ~ 1 MECHANICAL INSULATION 15F-3 f. Apply insulation continuously through all sleeves and openings. g. Provide complete, unbroken vapor seal. h. Where insulation butts against flanges or is dis- continued, special care shall be taken to tape the insulation to the pipe to allow for canvas jacket or waterproof jacket to completely seal off the end of the insulation. i. Insualtion on valve bodies shall extend up to the packing nut. j. The void in saddles shall be filled with insulation and all joints sealed. k. Apply weatherproof aluminum jacket and elbows where exposed to weather. 2. INSULATION - PIPING AND EQUIPMENT a. Insulate the following sytems: 1) Domestic Hot Water Supply and Return. 2) Hot Water Supply and Return. 3) Round Ductwork. b. Insulation thickness for piping and equipment shall be as shown on the Tables I and II following. c. Where insulation is exposed to view, such as equipment rooms, and any other room with the building, an addi- tional covering consisting of canvas and lagging adhesive is required. TABLE I - Insulation Thickness - Piping $ Ductwork Insulation System Up to 4-Inch Over 4-Inch Round Ductwork (Thickness as required by CAC Title 24) DHW - DHWR 3/4-inch HWS - HWR 1-inch CVAB ~ oo~I~l Additional Jacketing Material Canvas Canvas 1-1/2-inch Canvas MECHANICAL INSULATION 15F-4 S. FINISHES AND PATCHING a. Piping and Ductwork Systems: Canvas jacketing with two coats of lagging adhesive. b. Finished Insulation: Point up voids and cracks with finishing cement. c. Joints and Openings: Coat with 2-inch wide strips of vapor barrier coating compound to provide vapor-tight covering. CVAB MECHANICAL INSULATION 15F-5 ~ ~ a~l~ SECTION ISG - TEMPERATURE CONTROLS PART 1: GENEP.AL 1. PRINCIPAL ITEMS OF WORK INCLUDE a. Temperature controls for heating, ventilating and air conditioning systems. b. Wire and conduit for circuits 24V and under. 2. RELATED WORK SPECIFIED ELSEWHERE a. Heating, ventilating and air conditioning equipment: Section "HVAC Equipment". b. Ductwork: Section"Ductwork". c. Piping: Section HVAC Piping". d. Wire and Conduit Above 24V: Division 16 "Electrical" 3. REQUIREMENTS a. Standards: Controls manufacturer's published data: "Honeywell"; "Singer"; "Barber-Colman"; or equal. b. Submit catalog data per Section "Special Conditions": 1) Control components. 2) Conduit and wire. 3) Control panels and color samples. c. Submit shop drawings per Section "Special Conditions": 1) Control diagrams. 2) T4iring diagrams. 3) Sequence of operation. d. Provide, prepare and submit Operation and Maintenance data and provide Instruction of Personnel per Section "Special Conditions". CVAB TEMPERATURE CONTROLS 15G-1 ~ep~~ PART 2: PRODUCTS 1. PdATERIALS a. Conduit: Metallic type, UL-approved. b. Junction Boxes: Galvanized stamped steel, UL-approved. c. Wire: Type THW copper with 600V insulation. d. Flexible Metal Conduit: Galvanized, UL-approved. e. Wire Straps: Plastic, self-locking type. f. Nameplates: Black-on-white laminated plastic. Z. EQUIPMENT a. Time Clocks: Seven-day type with weekend skip feature. b. Relays: Provide relays with self-cleaning type con- tacts. Relay coils and contacts shall be rated for service voltage and amperage shown. c. Room Thermostats: Adjustable with bronze tone metal cover; automatic change-over type. d. Damper Motor: Two-position type oil-filled gear drive. e. Control Cabinet: Factory manufactured with hinged metal door with lock. Finish shall be decorative factory applied. Submit color sample. Provide flush- mounting or surface-mounting as shown. PART 3: EXECUTION 1. INSTALLATION a. Refer to drawings for arrangement of control items. Installation by or under the direct supervision of the manufacturer and his published installation data. b. Conduit and wire to run parallel with construction. c. Install flexible connections at mechanical equipment. d. Install waterproof materials or enclosures where exposed to weather. CVAB TEMPERATURE CONTROLS 15G-2 ~ ~,©~-W e. Install thermostats five feet above finished floor. f. Coordinate with "Electrical" for size and location of control panels and/or control boards. g. Locate a copy o£ the control and wiring diagrams in each equipment room. h. Use conduit in mechanical equipment rooms and where required. CVAB ~~o~~ TEMPERATURE CONTROLS 15G-3 SECTION 15H - TEST AND BALANCE PART 1: GENERAL 1. PRINCIPAL ITEMS OF WORK INCLUDE a. Air distribution systems and equipment. b. Hydronic systems and equipment. c. Ventilation systems and equipment. d. Cooling tower system and equipment. 2. RELATED WORK SPECIFIED ELSEYIHERE a. Operation Test and Instruction of Personnel "Special Conditions". b. Equipment: Section "HVAC Equipment" c. Ductwork: Section "Ductwork" d. Piping: Section "HVAC Piping". e. Controls: Section "Temperature Controls" 3. REQUIREMENTS a~; Standards: Section Associated Air Balance Council (AABC) Volume II National Standards for Field Measurement and Instrumentation, No. 12173. National Environmental Balancing Bureau (NEBB) Procedural Standards for Testing, Balancing, Adjusting of Environmental Systems. b. Provide submittal data per Section "Special Conditions" 1) Submit for approval the name of an independent testing and balancing agency, certified by the Associated Air Balance Council, or the National Environmental Balancing Bureau who specializes in and whose business is limited to the testing and balancing of air and hydronic systems. CV TEST AND BALANCE 15H-1 l ~~~~ 2) Selected agency, upon approval by Engineer, shall submit procedure outline and report forms. 3) Upon completion of the testing and/or balancing. the agency shall submit six (6) copies of all testing and balancing data reports to the Engineer a minimum of seven days-prior to final acceptance of the project. PART 2: PRODUCTS 1. Provide all instruments and materials required to accomplish and complete the work of this section. 2. Instruments used for testing and balancing of air and hydronic systems must have been calibrated within a period of six months and checked for accuracy prior to start of work. All final test analysis reports shall include a letter of certification listing instrumentation used and last date of calibration. PART 3: EXECUTION 1. TEST AND BALANCE: a. Notify Engineer, fifteen days prior to commencing work, for field consultation. b. Perform all testing and/or balancing in complete accordance with published standards. All methods acid procedures listed and applicable to sections of Air and Hydronic Balancing, Sound and Vibration Testing shall be included and performed as though repeated herein. c. Balancing and testing khall not begin until system has been completed and is in full working order. Contractor shall put all air and hydronic systems and equipment into full operation and shall continue the operation of same during each working day of testing and balancing. d. Testing and balancing agency shall act as Engineer's authorizedinsp,ectinn agency. The agency, during its test and balance, shall list all items installed in- correctly, which require correction, or have not. been installed in accordance with the contract drawings and/ or specifications. Notify Engineer of any discrepancy. CVAB TEST AND BALANCE 15H-2 ~o~~iy e. Testing and Balancing work shall include an extended period of ninety (90) days after completion of initial test and balance during which time the Engineer may request a recheck or resetting of any outlet, supply air fan or exhaust fan, to reset areas and/or to change CFM requirements to correct conditions not foreseen during design. CVAB TEST AND BALANCE 15H-3 1 pp~~ DIVISION 16 - ELECTRICAL SECTION 16A - LIGHTING PART 1: GENERAL 1. PRINCIPAL ITEMS OF WORK INCLUDE: a. Lighting Fixtures b. Lighting Hardware, lamps and ballasts. c. Demolition 2. RELATED WORK SPECIFIED ELSEWHERE: a. Demolition: Section DEMOLITION. b. Acoustical Ceiling: Section ACOUSTICAL. 3. REQUIREMENTS: a. Standards: 1) National Electrical Manufacturer's Association (NEMA) 2) National Fire Protection Association (NFPA) 70-1978 National Electrical Code (NEC) 3) Underwriters' Laboratories, Inc. (UL) 4) California Administrative Code, (CAC), Title 24 b. Submit catalog data per Section SPECIAL CONDITIONS: 1) Lighting fixtures 2) Lamps 3) Ballasts c. Operation Test, Operation and Maintenance Manual and Instruction of Personnel per Section SPECIAL CONDITIONS. d. Qualifications: Lighting fixtures and equipment schedules are based on equipment indicated. Equivalent items of the following manufacturer's may be submitted; refer to section SPECIAL CONDITIONS: 1) Fluorescent Fixtures: Prudential;Acme; Columbia; Day-Brite; Lightolier; or equal. CVAB LIGHTING 16A-1 y~Oh~~~ Z) Incandescent Fixtures: Art Metal; Prescolite; Marco; Vista; or equal. 3) Ballasts: Appleton; Jefferson; Universal; Westinghouse; Advance; or equal. 4) Fluorescent Lamps: Duro-Cite Lamp; ITT Lamp Div; Sylvania; Westinghouse; or equal. 5) Incandescent Lamps: Westinghouse; General Electric; Sylvania; Duro-Cite Lamp; or equal. PART 2: PRODUCTS 1. FIXTURES: a. Fluorescent, recessed, ceiling mounted; UL-approved: Lithonia; Acme; or equal. b. Fluorescent, surface-mounted; UL-approved: 1) Fixture B: Lithonia; Acme; or equal. 2) Fixture C: Columbia; Prudential; or equal. c. Incandescent,UL-approved; surface-mounted: Bryant; Pass and Seymour Inc.; or equal. 2. EQUIPMENT: a. Fluorescent Lamps: Rapid-start, warm white, UL-approved. b. Incandencent Lamps: Inside-frosted, 120V, UL-approved. c. Fluorescent Ballasts: Rapid start, high power factor, CBM certified by ETC; UL-listed Class P and A sound rating. PART 3: EXECUTION 1. INSTALLATION: a. Provide lighting fixtures indicated with lamps and mounting hardware. b. Fasten fixtures securely to structure at mounting height indicated. Provide two ceiling hanger wires at opposite corners for fixtures in lay-in the ceilings. c. Provide seismic restraints for pendant-mounted fixtures. CVAB LIGHTING 16A-2 ~ ~~~ d. Provide 1-1/2-inch metal spacers between surface-mounted fixtures and combustible the ceilings as required. 2. GROUNDING: 3. CVAB All exposed non-current-carrying metal be permanently grounded in accordance the National Electrical Code. TESTING: parts installed shall with the requirements of After installation has been completed and the Architect has been given five (5) days notice of the proposed test, conduct an operating test demonstrating all equipment and devices in service. Test equipment shall be contractor-furnished and records made of test results. Provide test records in accordance with the provisions of Section SPECIAL CONDITIONS. LIGHTING 16A-3 100~1~ SECTIOP7 16B - INTERIOR ELECTRICAL PART 1: GENERAL 1. PRINCIPAL ITEMS OF WORK INCLUDE: a. Revise existing electrical service from SDG$E pad mounted transformer to main service switchboard. b. Revise existing main distribution system. c. Branch circuit wiring systems. 2. RELATED WORK SPECIFIED ELSEWHERE: a. Lighting Fixtures: Section LIGHTING. b. HVAC Equipment: Division 15 MECHANICAL. 3. REQUIREMENTS: a. Standards: 1) National Electrical Manufacturer's Association (NF.MA) 2) National Fire Protection Association (NFPA) 70-1978 National Electrical Code (NEC) 3) Underwriters' Laboratories Inc. (UL) 4) California Administrative Code (CAC) Title 24 5) American Society for Testing $ Materials (ASTM) D-69 Friction Tape for General Use for Electrical Purposes D-119 Rubber Insulating Tape b. Submit catalog data per Section SPECIAL CONDITIONS: 1) Panelboards 2) Outlet boxes and fittings 3) Circuit breakers 4) Motor starters 5) Safety switches c. Submit material lists per Section SPECIAL CONDITIONS: All conduit, wiring and cable. CVAB INTERIOR ELECTRICAL 16B-1 ~ oo~~ d. Submit shop drawings per Section SPECIAL CONDITIONS: 1) Panelboards e. Operation Test, Operation and Maintenance Data and Instruction of Personnel per Section SPECIAL CONDITIONS. PART 2: PRODUCTS 1. MATERIALS: a. Rigid Metal Conduit: UL-approved, galvanized steel, zinc- coated; threaded fittings. b. Intermediate Metal Conduit: UL-approved; galvanized steel; threaded fittings. c. Electrical Metallic Tubing: UL-approved, cold-rolled steel, zinc coated; compression type fittings. d. Rigid Nonmetallic Conduit: UL-approved, Schedule 40 polyvinyl chloride; solvent fittings. e. Flexible Metal Conduit: UL-approved; galvanized steel with and without liquid-tight polyvinyl chloride covering; compression type fittings. f. Outlet, Junction and Pull Boxes: UL-approved, galvanized pressed steel knockout type with galvanized steel cover plates; Appleton; Steel City; or equal. g. Wire and Cable: UL-approved copper conductor; 600 Volt THW or THWN; thermoplastic insulation: General Electric; Anaconda; or equal. h. Switches: UL-approved, AC type, specification grade; 15 AMP; single pole; General Electric #5931; Leviton; or equal. i. Receptacles: UL-approved dulplex, two-pole, three-wire, 125 V, 15 AMP; General Electric #5262; Hubbell; or equal. j. Electrical Tape and Wire Markers: 1) Friction Tape: Per ASTM D-69. 2) Rubber Tape: Per ASTM D-119; 0.030-inch thick. 3) Plastic Tape: 0.007-inch thick; 3Di Co. SCOTCEi #33; Johns-Manville DUTCH BRAND #120; or equal. 4) Wire Markers: Self-adhesive, cloth wrap tape. CVAB INTERIOR ELECTRICAL 16B-2 ~pbyy k. Switch and Receptacle Cover Plates: Specification grade, UL-listed, plastic, ivory color; except stainless steel in Toilet Rooms: GENERAL ELECTRIC; SIERRA; or equal. 1. Trench Duct: Flush, floor-mounted raceway; 9-inches wide by 3-1/4-inches deep minimum with 9-inch wide x 24-inch long cover plates; UL-approved; SQUARE D, Section 5230; WALKER; or equal. Access plate to be covered with carpet and pad to match adjacent surface. EQU I PATENT a. Safety Switches: UL-listed-and-labeled, heavy duty, single throw, fusible and non-fusible types, NEMA 1 enclosure for indoors; or NEMA 3R enclosure for outdoor use. Current and voltage rating, fuse sizes and number of poles as shown; SQUARE D; FEDERAL PACIFIC; or equal. b. Panelboards: UL-listed and labeled, bolt-on circuit breaker type; bus/main lugs rating; short circuit interrupting capacity; circuit breaker trip ratings and number of poles as shown; SQUARE D Type NQOB (240 Volts), Type NHIB (480 Volts); FEDERAL PACIFIC; or equal. c. Circuit Breakers: UL-489; molded case, thermal-magnetic trip, bolt-on type; current trip and short circuit rating, voltage, and number of poles shown; SQUARE D; FEDERAL PACIFIC; or equal. d. Switchboard: UL-listed-and-labeled; floor-standing type, dead front and rear with factory bussing between sections and distribution section complete with fusible switches. Bus/main lugs current rating, voltage, phase, short circuit rating and fuse sizes as shown: SQUARE D power-style switchboard, Type QMB with current-limiting fuses; GENERAL ELECTRIC; or equal. Motor Starters: 1) Unless otherwise indicated, magnetic full-voltage across-the-line enclosed type with thermal overload protection in each phase. Under-voltage release when used with maintained contact controls. 2) Provide thermal inverse-time-limit type overload protection devices with adequate protection to motor windings. Include manual reset type pushbutton outside the motor controller case. CVAB 3) SQUARE D, Class 8536 (non-reversing) or Class 8736 (reversing); ALLEN BRADLEY; or equal. INTERIOR ELECTRICAL 16B-3 1 ~ ~ ~/~ PAP.T 3: EXECUTION 1. INSTALLATION - CONDUIT: a. Conceal conduit within finished walls, ceilings and floors. Install exposed conduit and conduit above suspended ceil- ings with removable panels, parallel with or at right angles to building walls. b. Use rigid metal conduit where exposed to physical damage or encased in concrete in contact with earth. c. Use rigid metal eonduit with long radius bends for under- ground service into building and from service equipment to a point 5-feet beyond the building. d. Use flexible metal conduit for final connection to rotating or vibrating equipment. Use liquid-tight flexible conduit in damp or wet Iocations. e. Plug or cap all unused conduit openings and stub-ups; do not use caulking compound. f. Provide polypropylene or nylon pull cord of at least 130- pound breaking strength in all empty conduits and ducts. g. Route all conduit to clear beams, plates, footings and structural members. Do not run conduit through column footings or grade beams. h. Provide floor, wall and ceiling plates for all conduits passing through walls, floors or ceilings. Prime coated cast-iron, split-ring type plates, except use polished chrome-plated finish in exposed, finished spaces. i. Do not install electrical metallic tubing (EMT) underground, exposed below switch height, encased in concrete in contact with earth, or for outdoor work. j. All low voltage, Class 2 signal, P.A., and telephone system conduit within the building may be rigid non-metallic conduit. k. Tie conduit 1-inch and smaller over metal channel for lath and plaster or acoustic ceilings to supporting channels with 12-gage galvanized tie wire. Support exposed conduit 1-inch and smaller from building with one-hole steel pipe straps; do not use perforated strap iron. Suspend conduits larger than 1-inch on pipe racks with split ring hangers and rods. CVAB INTERIOR ELECTRICAL 16B-4 l pv~ ~/ 1. Run conduit not closer than 6-inches to uninsulated hot water or steam pipes, heater flues or vents. Clearance may be reduced to 2-inches if pipe is insulated. m. Where circuit breaker panelboards are installed flush with walls, extend empty conduits from panel to an accessible space above or as indicated on plans. Furnish a minimum of one 3/4-inch conduit for each three single pole spare circuit breakers or spaces, or equivalent, but not less than two conduits. n. Cap open ends of conduits until conductors are installed. o. Primary service ducts run underground from Power Company Service pole to Power Company transformer pad location shall be buried a minimum of 24-inches below grade to top of duct with duct slops away from transformer pad. Verify exact requirements with Power Company. 2. INSTALLATION - UNDERGROUND DUCT:. a. Conform to the requirements of the National filectrical Code. b. Conduit: EPC-40-PVC, or PVC-coated rigid galvanized steel. c. PVC Conduit Joints and Connections: Solvent-welded in accordance with the printed recommendations of the manu- facturer. d. PVC-coated rigid galvanized conduit including couplings and factory bends. All other fittings installed in or within six-inches of the ground shall be field-coated with 40-Mils of PVC covering the outside surface. e. The top of the duct shall be not less than 24-inches below grade and shall run in straight lines, except where a change of direction is required. As each conduit run is completed, a testing mandrel, three times the duct diameter in length, with a diameter 1/4-inch less than the inside diameter of the conduit shall be drawn through. Clean conduit of all earth, sand or gravel by drawing through a stiff brush the diameter of the duct; immediately install conduit plugs. f. Trench width shall allow 3-inches clearance for conduit on all sides; trench bottom shall be graded smooth. Where rock, soft spots and/or sharp materials are encountered, bottom shall be excavated an additional 3 inches, filled and tamped level using sand or earth free from particles that would be retained on a 1/4-inch sieve. CVAB INTERIOR ELECTRICAL 16B-5 ~ ~~~ ~ g. Backfill: Backfill with excavated earth in 6-inch layers; each layer shall be compacted. Provide a plastic warning tape 12-inches below the top of the trench in the backfill. Backfill shall progress as rapidly as construction, testing and acceptance of the work permits. Backfill material shall be free from roots, wood, scrap and other deleterious materials. Compact backfill to 90$ of maximum density. 3. INSTALLATION - WIRE AND CABLE: a. Minimum wire size shall be No. 12 AWG, except for low voltage control and signal wire which may be No. 14 AWG. b. Wire and cable shall be manufactured within 12-months of delivery to the building site. c. Wire and cable shall be delivered to the building site in unbroken packages with UL-approved, size, insulation type and manufacturer indicated thereon. 4. INSTALLATION - EQUIPMENT: a. Junction boxes installed above lay-in the ceilings shall be accessible. In acoustical the ceilings, locate outlets at symmetrical junction points or in the center of tiles. b. Measure mounting heights from finished floor to center of outlet boxes as indicated. Verify specified heights with ARCHITECTURAL. c. Use plaster rings on outlet boxes in concealed locations. d. Furnish and install pull boxes in the raceway system where necessary to facilitate conductor installation. In general, conduit runs of more than 100 feet, or with more than three right angle bends shall have pull-box installed at a con- venient intermediate location. All pullboxes shall be indicated on the contractor's AS BUILT draings. Securely mount pull boxes on building structure with supports inde- pendent of the conduits entering or leaving the boxes. e. Mount switch box not less than 2-inches nor more than 12-inches from opening edge of door jamb. f. Box sizes shall be as required by the NEC for the number and size of conduits and conductors involved. g. Boxes shall be cast metal when mounted in areas exposed to weather; cover plates shall be gasketed. h. Panelboards: Unless otherwise indicated, install with the top of the trim 6'-3" above finished floor. Mount a CVAB INTERIOR ELECTRICAL 16B-6 ~ o~~y typewritten directory behind glass or plastic on the inside of eac}a panel door. Directory shall show the circuit number and complete description of each circuit. 5. GROUNDING: All motor frames, metallic conduit, cabinets, junction boxes and exposed non-current-carrying metal parts installed shall be permanently grounded in accordance with requirements of the National Electrical Code. 6. TESTING: a. After installation has been completed and the Architect has been given five (5) days notice of the proposed test, conduct an operating test. All equipment and devices shall be demonstrated to operate in accordance with the specifi- cation requirements. Test equipment shall be contractor furnished and records made of test results. Submit test records per Section SPECIAL CONDITIONS. b. Ground Rod Tests: Before any wire is connected to the ground rods, each rod shall be tested for ground resistance value. A portable ground testing megger developing an AC voltage shall be used to test each ground, or group of grounds. The auxiliary or reference ground rods shall be 3/4-inch copper clas steel, not less than 4-feet long and driven 3-1/2-feet deep, installed in a straight line from the ground being tested. Connect N14 AWG stranded wire leads with at least 600V rubber insulation to the ground being tested and the two reference grounds, and to the proper binding post on the instrument. Where there is more than one ground within a circle of 10 feet at a particular location, the reference rods as driven for the "first" test, shall be used for tests on the other rods without changing" their location. Instruments shall be equipped with a meter reading directly in ohms and fractions thereof indicating the ground value in ohms of the ground under test. c. Test all conductors 600V and less to determine that the wiring system and equipment is free from short circuits and from grounds other than required grounds. Test instru- ment shall be capable of accurate resistance measurement and shall have a voltage rating of not less than 600V. CVAB INTERIOR ELECTRICAL 16B-7 l ~`~~ typewritten directory behind glass or plastic on the inside of each panel door. Directory shall show the circuit number and complete description of each circuit. S. GROUNDING: All motor frames, metallic conduit, cabinets, junction boxes and exposed non-current-carrying metal parts installed shall be permanently grounded in accordance with requirements of the National Electrical Code. 6. TESTING: a. After installation has been completed and the Architect has been given five (5) days notice of the proposed test, conduct an operating test. All equipment and devices shall be demonstrated to operate in accordance with the specifi- cation requirements. Test equipment shall be contractor furnished and records made of test results. Submit test records per Section SPECIAL CONDITIONS. b. Ground Rod Tests: Before any wire is connected to the ground rods, each rod shall be tested for ground resistance value. A portable ground testing megger developing an AC voltage shall be used to test each ground, or group of grounds. The auxiliary or reference ground rods shall be 3/4-inch copper clas steel, not less than 4-feet long and driven 3-1/2-feet deep, installed in a straight line from the ground being tested. Connect #14 AWG stranded wire leads with at least 600V rubber insulation to the ground being tested and the two reference grounds, and to the proper binding post on the instrument. Where there is more than one ground within a circle of 10 feet at a particular location, the reference rods as driven for the "first" test„ shall be used for tests on the other rods without changing` their location. Instruments shall be equipped with a meter reading directly in ohms and fractions thereof indicating the ground value in ohms of the ground under test. c. Test all conductors 600V and less to determine that the wiring system and equipment is free from short circuits and from grounds other than required grounds. Test instru- ment shall be capable of accurate resistance measurement and shall have a voltage rating of not less than 600V. CVAB INTERIOR ELECTRICAL 16B-7 ~o~`~