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08/25/1981 OR.\G-\"AL MONROE GENERAL REQUIREMENTS AND SPEC I FICA TIONS FOR THE COUNTY PUBLIC LIBRARY MARATHON BRANCH MARATHON, FLORID\ McCOY · KNIGHT ASSOCIATES KEY WEST (305) 296-5123 COM~ISSIO~ 8040 ARCHITECTS AND PLANNERS MIAMI (305) 279 -3688 MAY 4, 1981 80-40 MONROE COUNTY PUBLIC LIBRARY MARATHON BRANCH TABLE OF CONTENTS SECTION TITLE NO. OF PAGES BIDDING REQUIREMENTS Invitation to Bid Instructions to Bidders Proposal (Bid) Form Approved Bid Bond Form Corporate Principal Certification Form 1 8 3 2 1 CONTRACT FORMS Form of Agreement - Owner and Contractor Performance Bond and Payment Bond Contractor's Guarantee Wage Rate Affidavit 4 4 1 1 DIVISION 1 - GENERAL REQUIREMENTS lA 1 B 1 C 1 0 1 E 1 F lG General Conditions Alternative Bids Site and Project Conditions Temporary Facilities Project Close-out Scheudles and Reports Cash Allowance 1 1 1 1 2 1 1 DIVISION 2 - SITE WORK 2A 28 2C Earthwork Concrete Curbs, Walks and Paving Asphalt Concrete Pavirg 4 3 4 DIVISION 3 - CONCRETE 3A 3B 3C 3D Concrete Formwork Concrete Reinforcement Cast-in-Place Concrete Concrete Roof Slat ;~htweight) and Insulation 2 2 4 1 Page 1 of 3 80-40 SECTION TITLE NO. OF PAGES DIVISION 4 - MASONRY 4A Masonry (Concrete Block and Mortar) 2 DIVISION 5 - METALS 5A 58 Miscellaneous Metals Structural Steel 3 2 DIVISION 6 - CARPENTRY 6A 6s Lumber and Carpentry Architectural Woodwork 3 5 DIVISION 7 - THERMAL AND MOISTURE PROTECTION 7A 7B 7c 70 7E 7F Roofing and Flashing Sheet Metal Caulking and Sealants Insulation Roofing Tile and Underlayment Elastic Liqui.d Roofing and Waterstop (Sistern) DIVISION '8 - DOORS, WINDOWS, AND GLASS 5 3 2 1 2 1 8A 8s 8c 8D 8E Hollow Metal Doors and Frames Windows and Glass Sliding Doors Glass and Glazing Finish Hardware Wood Doors 3 2 2 2 1 DIVISION 9 - FINISHES 9A 9B 9C 9D 9E 9F 9G Cement Plaster (Stucco) Acoustical Ceilings Gypsum Drywall Systems Ti 1 e Resilient Flooring Painting Carpet 2 2 4 2 2 4 4 DIVISION 10 - SPECIALTIES lOA lOB lOC Laminated Plastic Toilet Partitions Toilet Accessories Building Specialties 3 1 3 Page 2 of 3 80-40 SECTION TITLE NO. OF PAGES DIVISION 15 - MECHANICAL WORK 15A 15B Air Conditioning and Ventilation Plumbing 1 1 10 DIVISION 16 - ELECTRICAL 16A Electrical Work 1 3 TOTAL PAGES 153 Page 3 of 3 MONROE COUNTY, FLORIDA INVITATION TO BID SEALED BIDS for the project designated below will be received for and in behalf of Monroe County, by the County Clerk for the Board of County Commissioners, at the Plantation Key Governmental Center, Monroe County, Florida, until 2:00 P.M., June 16,1981 local time, at which time they will be transferred to the County Commissioners Chamber, where they will be publicly opened and read aloud. "MONROE COUNTY PUBL I C II BRARY - MARATHON BRANCHI' In general the work comprises anstructionof a new publ ic library building and site development. (A lump sum Base Bid and Alternate Bids are required for the Work.) The drawings and specifications were prepared by: McCoy-Knight Associates, Architects; McGlinchy & Pundt, Structural Engineers; Anderson-Williams Consulting Engineers, Inc., Mechanical & Electrical Engineers. The Bid Documents may be obtained from the architect's offices at 8955 S.W. 87th Court, Suite 208, Miami, Florida 33176 and 2323 Roosevelt Boulevard, Key West, Florida 33040 or may be seen at the Miami Builders' Exchange, 46 N.E. 6th Street, and at F. W. Dodge Corporation Office, 7370 N.W. 36th Street, Miami, Florida. Bidders requesting bid documents shall identfiy themselves as Prime Contractors or Subcontractors and kind of work being considered. A refundable $25.00 check or money order, payable to Board of County Commissioners, Monroe County is required for each set of Bid Documents as security for their return in undamaged condition to the Architect within 30 days after bid opening. The Bid Documents will be available May 6, 1981. A Bid Security in the amount of 5% of the Base Bid must accompany each bid in accord with the Instructions to Bidders. The county reserves the right to waive any informalities in, or to reject any or all bids. Bids from any person, firm, or corporation in default upon any agreement with the County will be rejected. PROJECT #8040 MC COY-KNIGHT ASSOCIATES- Architects and Planners IB-Ol 1. INVrrATION Sealed bids wi th the name and address \.)f the bi ddr~r and ti tIe of the work will be received for and in behalf of Monroe County by the County Clerk before the date and tirne, and at the location set forth in th~ Invitation to Bid. The bids will be opened publicly and read aloud. The bidders are invi ted to be present at the opening of bids. Any bid received after the time and date s~:ecified will be returned to the bidder unopened. 2. QUALIFICATIONS OF BIDDER A. In accordance with the CO(:~ of Monr:oe County Florida, , 3ny person, firm, corporat~oi1 or joint venture who snaIl bid or proffer a bid, hold a valid :Gen,~.,'Contractor's Licen.seissued by the apprcpriate examining board, qualifYing said (,~r .)on, l1rrn, cor poration or joint vcnt'..1re to per-form the ',\fork proposed by the bid and th~ contract documents. B. The County reserves the right to reject any bid if the evidence submitted by, or investigation of, any bidder faits to satisfy the County that the bidder is prcperly qua.lified to carry out the obligations of the contract and to complete the work con tern pIa ted therein. 3. ISSUANCE OF ORA \VINGS, SPECIFICA TIOf'IS, BID FOR~;iS A. The dr~wings and specificatic,ns list.;;d i11 Ser:tion G 1000 nSumrT"ary of the Worlt' are part of the contract documents. B. <:omplete drawings and specifications for ali trade~ will be issued to aJj bidoors, irrespective 01 the category of 'vork to be bid en, so t.hat each bid~-er may be. conle ful'y kr~owleJge2,~Jle vlith the wOik 01 other traces a! it may aifoct hi~ bld. c. The bi~ docuCTlents 2:~e the property of the County and ml;st ~ r~ttKn&d unda:n;)~.~d to the Architects at 8955 SW 87-Courtt Ste. 208, 'Miami, FL' and 2323 Roosevelt Blvd.,. Key West,FL3iJfji(':~m se.:i of til~ (;r<'lwipgs and ~nt:ci!ications wiJI be iurni~h~d f~ee ~o the st!c(;e5~,flJl bidder 10r ~he p.urfor.'nanc'! or the wor!<. 4. EXAMINA TIOr~ OF BID DOClJrv'ENTS A. Before submitting a bid, the bidder shall examine the bid documents, including the Invi tation to Uid, rnstruct!I~:-)~ to Bidders, Ijid rorm, ,l\;:fidavit, Contrac-: .:..~d Bond Forrns, GenerJI Cond~ti.)r,5" 5upplementary G,t~nerctl Contjiticn~, ~nd the General 'Requir::r(l~nts, a~~ o~ \l,'nj,,"il ~\re a part of t~::,::c sp-ecitications and cc,n'k-un provis:ons 3pplicaoie ~o the slJ(:c(;_~.:;fu~ bide:.::r. He !i1l.;.I! ..1~SO ~xam~!le ;~1 cir;}:J;ir.~, because the SUCCt;SSfUI Didc~r \/~ ~ 1 bt' requir?d ~c, C:O ?J t \vcrk tilat is sr.rj\vn t1n !!~e dra wings, speci t l~d in the ~l-"~d tl CCl ti.,r.s ;)r re..lS('llahly impH.erl as ne<:.essary to complete the ~.\'ork unc~r th~ ~(Jntract. B. The document~ ~t'Jund in this \'c~urr;e c!osely 1011\.,\1-/ the forrna~ ocvc'oped and recommended by the (~onc.;tructf_Of' 5recifiCr~~i():lS fn~tit._,t~ {C51) an(f the ~rra.r.J~- rrH~nt thereo.f ha~ been rc1o~~fi~d O'l!Y to l:h~ exter,t <ic~~r.,~~d ~ecessary t.J ce:;t ~ui: 18-02 the needs of the County. The Divisions of the v,)lu~(" .1re numbered to conform to the CSI 16 - Division format. The "Bidding Requ:rcrnents, sample "Contract Forms", and "Condi tions of the Contrac t" :ire grouped together:. and placed ahead of the 16 Divisions. Division 15 which normally comprises all "l\1echanical Work" may consist of two parts ti tied, "Division 15A - Plumbing Work", and "Division 155 - Heating/Cooling/Ventilating", or sirnilar titles as applicable. c. For convenience of reference and to facilitate letting of subcontracts, the trades specifica tions are grouped by Itdi visions" and separa ted into "sections". Such separations shall not operate to make the architect an arbiter to establish limits to contracts between contractor and subcontractor. Some sections. may contain an index for items described in the section dnd said index is not intended to limit or restrict the volume of work required by tha t section of the specifications. It is solely for the convenience of finding items wi thin that section. D. Failure to examine any and all contract documents will in no way relieve the successful bidder from necessity of furnishing any materials or equipment, or performing any work, that may be required to coniplete the work in accordance with the drawings and C)pecifications without additional ccst to the C:ounty. Neglect of the above requirements will not be accepted as reason for delay in the work. 5. EXAMINA TION OF SITE OF THE WORK A. The bidder shall exam,ine carefully the site of the work, and satjsfy himself as to conditions to be encountered, the character, quality and quantity of surface, aI1d subsurface materials or obstacles to be encountered, the work to be performed, and materials to be furnished, and as to the requirements of the proposal, plans, and specifications of the contract. B. Where investigations of subsurface cc:"ditions have been rnade by the County in respect to foundation cr 0 ther struc. : de$ign~ and that information is shown .in the p.lans or specificatIons, such in; ".ltion represents only the statement by the County as to 'L:l1e character oi ft', ,:rial which has b,-en ~ncountered by it in its in'le~tigation. Investigations of subsurface conditions are made for the purpose of design, and xhe County assumes no responsibility whatever in respect to the sufficiency or accuracy of borings, or of the It>g o'f test borings, or other preliminary investigations, or of th,,~ int~rpretation therefor. There is no guarante-e or warranty, either express or implied, that the conditions indicated are r~presentativ.: of those existing throughout the project site, or any pa:'"t of it, or that other condi tions rnay not occur. ^,1akin3 such inforrnation available to bidders IS not to be construed in any way as a \vaiver of the provisions of the contract concerning the contractcr's responsibility for all construction means, rnethods, techniques, sequences and" procedures for performance of the work, and bidders must satisfy thcjnselv~s through their own investigations as to the actual condi tions to be encoun tered throughout the' work. 6. COMPETITIVE BLDDIr~G A. These .::!OC'1~ents were prepared purf)uant to the competit{ve bidding policy of The (:oftnty \vhich discrtrninates nei ther tor J nor agJ.ins t any concern, product, or individual. in the best intl~(est of the COttnty. \"lhere prorietary ndmes are IJ.sed wi thln the cons tructicn docurnents to spef,:i ~y ?. certain product or Sj5 tern) 18-03 two or more names (if known) of an acceptable product or system are given, followed by the words "or equal". The bidder may proffer a bid based on other known similar products or systems of equal qUality and performance, however, the burden of proof as to such equality and conformance to the contract requirements rests upon the successful bidder and is subject to the approval of the archi tect. B. In certain cases, where the best interest of the County so requires, certain products or systems may be specified with only one name or designation and not qualified with the term "or equal". In such cases, the product or system specified must be provided. The bidders attention is directed to the Supplementary General Conditions. 7. INTERPRETATION OF BIDDING DOCU~'ENTS A. Bidders shall direct all questions to the architect/engineer or other responsible person indicated in the specifications. Bidders ~hall bring inadequacies and/or conflicts within the bidding documents to said person's attention at least ten days before the due date for bids. Prornpt clarification will be supplied to the bidders by addendum. No oral explanation in regard to the meaning of the drawings and specifications will be made and no oral instructions will be given before the award of the contract. B. Failure to so request cJarific3tion or interpretation of contra..:t document5 wi!J not relieve the bidder of this responsibility. Signing of the contract will be considered as implicitly denoting that the successfuJ bidder comprehends the contract documents. 8. MINIMUM WAGES Under contracts exceeding $5,000.00 the minimum "Nage to b~ paid various cJaueS 6f laborers, mechanics and il:'prentices shall be the total of: (1) The prevailing ~..sic hourly rate cf pay asoi Labor, in accordance with the provisions of Chapter 21'.19 (;;) (a) Florida Statutes; and (2) the Prevailing Fringe Benefit payments <\S determined by the United States Secretary of L~bor as puoli.s~ed in the Federal Register for the corr~sponding classes of laborers and mechanic~ trr.ploycd on crojects" of (\ ~imilar character, for a similar time period in private cnntr;lct .,verk in Monroe County, FL. The above mentioned \~'"Lge rate and fringe bel1~fit deter,ninativrl~ ate ~P!~j)c.~ to t.he Supplementary General Conditions or \vill be rnad-e availab.!e to bidders b)' t\ddendu:11. 9. TAXES Earh hi 1 shall include all taxes in effec t at the tim~ the :'id i, subrrlitt~d. Bidders who are uncertain us to what items al.e subject t!) ta~, or '.who re-quire further expl~n~ tion or clariiicatioi'lJ are r>:(lU~.~.f:d to cont~ct the Flc:-it~3 Department oJ Revenue, Sales Tax Bureau. t [3. I f the tax la ws are subs(,~Qu\2 n tl y anlendcd by 1~ f'!.islil tioj' from date of hlc1 or.enlralf. ar4d through the tirne t)f t'j lis pt'o icet, the cc..f1 tr 2."Ct '..viI! b~ ;,djUitt.:d to re"Zl~ct U'e net change caused by su::h ~"lfnendrnent. 18-04 10. LAWS, RULES AND REGULATIONS The bidder's attention is directed to the fact that all applicable state laws and the rules and regulations of all authorities having jurisdiction over construction of the project, which relate to the performance of the work, the protection of adjacent property and the maintenance of protective facilities, shall apply to the contract throughout and they will be deemed to be included in the contract the same as though herein written out in full. The Bidder is presumed t.:> be familiar with all federal, state and local laws, ordinances, rules and regulations that may in any way affect the work. Ignorance of such laws on the part of' the Bidder will not relieve him from responsibili ty thereunder. 11. SUBMISSION OF BIDS A. All bids shall be submitted on the Standard Bid Form provided by the County and rnust be submitted in DlJPLICA TE in sealed envelopes especially provided by the County bearins on the olltside the name of the Bidder, his address, the name of the project for which the bid is submitted and the date of bid opening. If forwarded by mail, the sealed envelope containing the Proposal must he enclosed in another envelope properly addressed and sent preferably by registered rnail. Only proposals which are made on said Bid Form will be consid~red; the sample . Bid Forrn, i\ffldavit and Bid Bond bound into the specification volume, may be removed and used for submission of bids. The ORA WINGS AND SPECIFICA- TION VOLUME SHALL NOT ACCOMPANY BID. B. No bids for any subdivision or any subclassification of thi.s work, except as in- dicated, will be accepted. Any amendrnents to the Bid Form or appendarlt thereto, or the inclusion of any correspo~dence, written or printed matter, or details of any nature other than that specifically cJ.lled for, may disqualify the bid. No telephone or telegraphic alterations t~ the bid will be accepted. C. Bid amounts shall be inserted in legible words and in figures in spaces provided en the Bid Form and in case of conflict, wri tten word aln~O~Jnt5 \vil1 govern. D. /\ddenda issued during (he time of bidding shall be ac;<~owiedged on the Bid Form, and in e~ecuting the contract, they will become a part thereof. Failure 01 any bidder to receive any addenda or interpretation shall not reli~ve such bidder from obligation under his bid as submitted. E. Each bid l-nUst be accompanied by an affidavit affirming that the bidder is not guilty of collusion or fraud in the preparation of his bid. 12. BID SECURITY A. Bids m~tst be accompanied by a certified check or bid bond, ma.ce payable to Monroe County in an amount equal to 5% of the' Base Bid to guarantee th::i t the Successful ~idder will, wi thin ten days after the prescribed forms ar~ pre$ented to hiln, ex(~cute the ::ontr,~ct and furnIsh and exec:Jte a performance bond in the form and rn(~nner ..15 rcqu:r~d )y th~ County. In Ci".se of f-:lilure cr ref'...150.1 to do so within the !i~TI~ as stated, the securit~ tjmittcd \vith the bid '.viII Cp forf~itcd ;:l.S liquidated C:~jnages becau::;c of such failure or de.fault. Said bid security wiJl be r(,.tlj~.:~.~~..t \'/!thin ten days to all except the ~.nree lo\v bidders ufter :dbulating <:nd an~l/:::ipg tile !.IIc!(:~ The security of the thre~: Jow b~dders will be retained unfil c1 c0ntr~ct i~ c,'(~C:t:t';d ':J.nJ "'till be returned proolptly tht,;reJ.f ~er up<.d1 dernand. St.:e Artici::! l/.~ beli)\~'. 18-05 B. IJnder a ruling of the Attorney General of the State of Florida, there shall be affixed to each certified check state document3ry stamps in the sum of 15~ for each $100.00 of the amount of such check. as the certification of the check by a bank becomes a wri tten obligation to pay money and is subject to the' Documentary Stamp Tax. 13. POWER OF ATTORNEY Attorneys-in-fact who sign bid bonds or contract bonds must file with each bond a certified and currently valid copy of their power of attorney. 14. WITHL)RAWAL OF BIDS A. Bids may be wi thdrawn upon presentation of proper identification by the bidder. or his agent at any time prior to the tirne fixed for opening of bids, without prejudice to the right of the bidder to file a new bid. Withdrawn bids will be returned unopened. Negligence on the part of the bidder in preparing his bid confers no right for withdrawal of the bid after it has been opened. A telephC?ne or telegraphic request to withdraw a bid proposal is not acceptable. B. No bid may be withdrawn for a period of 60 days after the opening thereof, See Article 12 above. 15. REJECTION OF BIDS A. Any bid received after time of closing will be rejected and returned to bIdder unopened. Any information not called for which is placed on the bid envelope>(W the maiiing envelope by the bidder may be cause for the rejection of bid. B. The County reserves the right to reject any or all bids, or to waive any infor- malities in any bid, or to accept any bid which will best serve the interest of the County. The Count'! also reserves the right to reject any unit pi-ices for addi tions to, or dedu,-tions from, the scheduled amount of work as given in the bid if they are considered excessive or unreasonable, or to accept any or all of such unit prices that may be considered fair and reasonable. If any unit price is rejected for reasons stated herein, the \vork governed by such unit price, if required, shall be treated as changes in the work as specified in the General Condi tions, or may be cause for rejection of the, entire bid. c. If more than one proposal be offered by any individual, firm, parti,er ship, corp- oration, association, or any combination thereof, under the same or dlf:!erent narnes, all such proposals may be rejected.' A party who has quoted .,rices on materials or work to a bidder is not theieby disqualified from quoting prices to other bidders, or irom submitting a bid directly for the materials ,or ~,'crk. All bidders are put on notice that any collusive agreement fixing the prices to bid so as to control or affect tb-e awarding of this contract is in violation of ~~ cOfnpetitive bidding requiremz:nts of the' _ Sounty Code and may render ,,'old any con tr ac! let '.lnder such r:ircurns ranees. See Article 11 E, herein. 18-06 D. Proposals may be rejected if they show any alterations of form, additions not called for, conditional bids, incomplete bids, erasures, or infor;1:a.1ities of any kind. If bid amount is changed after the amount is originally inserted, the change should be lni tiaIed by the person signing the Proposal. When proposals are signed by an agent, other than the officer or officers of a corporation authorized to sign contracts on its behalf, or are signed by an agent other than a partner of a partnershir. or by an agent for an indjvidual, a power of attorney must be on file 'Nith the, County Attorney, Monroe County . prior to opening of bids or shall lJe subrnl ~ted Wi th the proposal; otherwise the proposal will be rejected as irreglllar and unauthorized. 16. FORM OF CONTRACT The contract for this work shall be executed on the Standard Form of Agreement "Between Owner and Cant ract@r, A I A nocume~t A 101 . - - - A sample copy ot said form is included in this volume and bidders ~re requested to read the condi tions contained therein. 17 JAW ARD OF CONTRACT The award of contract, if it be nlade, will be made to the ItJwest responsible bidder whose bid is within the amount ot funds available to finance tl\e contract. If the lowest bid exceeds said amount, the County may reject all bids. When Base Bids. and I\lternate Bids are requested, the lo\vest responsible Base Bid will be cornbinl~d 'Nith such Alternates, applied In such order as elected hy the County, that will p~oduce a sum which. is within the amount of funds available to finance the contract. 18, EXECUTION OF CONTRACT A. The contract shall be signed by the successful bidder in sextuplicate and returned within ten days of receipt, not including S~turdays, Sunda.ys, and lecia1 holidays, together wi th (he contract bon\is. The contr,ictor ~hall c:dso sigH a s~t 01 plans and specifications for fiHng \vi~h the contract. No contract shall be binding upon the County until same has been executed by the contractor and approv~d by the Man roe Cty Board of Ccmmissio~ers and signed by the County Manager. Shvuld the contractor begin work in advance of receiving notice that the contract has been approved as above provided, any work performed by him.in advance of the said date of approval shall be considered 3$ having been done by ro.m at his O'Nn risk as a volunteer unless said contract is so approved. B. Failure to execute a contract and file acceptable bonds as provided herein within ten days, not .including Saturdays, Sund.1Ys, and legal holidays, after the successful bidder has recei ved the contract for execution shail be just cause for the annulment of the award and t~e forfeiture of the bidderls securi1;y. If the succe~sful bidder refuses or faiLc; to execute the contract, the County nlay a\vard the con tract to the second lowes t responsible bi~der. If the second lov/est rcspor~s:ble bIdder refuses or fails to ex.~;:ute the contract, the COU:lty may award the contract to the third lowest r'::c.::ponsioie bidder. On the failure or refusal of the second or third lo\.v~st responsIble bidder to whom any sl~ch contract is so Zi\)/arded to eXCCt~te the s~rl1~_ such bi~der~! sec1Jrities shcll be likewis~ forfeited to the County. The -Nork L1ay then be read\"ertj~e<i C'r may be cons true ted as cieen1t,d to be in the' bl~S t :n t~r ,~s t of th~ COlJH ty. 18-07 19. CONTI~ACT BOND The contractor shall furnish in sextuplicate the surety bond required by the contract in an amount equal to 100 per cent of the contract price, guaranteeing the faithful performance of the work, and securing the payment of laborers, mechanics, or materiaJ suppliers employed on the work under contra(~t. AJI alterations, extensions of time, extra and additional work, and other changes authorized by these specifications or any part of the contract may be made Wi'Lhout securing the consent of the surety or suretie~ on the contract bonds. 20. AL TERNATE AND INFORMATIONAL BIDS A. Bidder shall carefuUy read requests for Alternate Bids, if any, and thoroughly examine the drawings and specific:ltions to determine the extent the various changes and conditions will affect his bid. The Base Bid may not be considered unless the requested Alternate Bids are also submitted in the spaces provided in the Bid Form. Bidders shall state in their Alternate Bid the amount to be added to, or deducted from, the Base Bid for providing such alternative, including all, adjustments, additions, omissions, and incidents thereto as may be necessary or required by such changes. If there is no difference in price, the bidder shaH state, "No Change". B. Where Informational Bids are requested, the bidder shaU state the amount In- cluded in his Base Bid for a11 such equipment, materials, and labor described In the request for Informational Bids. Informational Bids ate amounts requested only for accounting purposes and allocation of funds. It is not int\!nded to omit any of the work described therein from this project. The amount stated shall include all costs for that part of the work. C. See Division 1 of the specifications for any required Alternate or InformatIonal Bids. 21. UNIT PRICES Unit prices requested on the bid form, if any, shall be given and, if included in the contract, wiU be used for additions to or deductions from amount of work required under the contract. Unit price~ shaH include all COSts of materials, labor, insurance, taxes, overhead and profit, and other costs incident thereto. 22. CASH ALLOWANCES Bidders shall include all items for which Cash AUowances are specifled for the various sections of the specification. The amount of the ailowances shall be part of the Base Rid. ':>ee Division 1 and th~ General Conditions of the Contract. 23. CONTRACT TI~1E The successful bidd~r TT'ust agree to start work on 0;" before a date to he s~~dfi~d Ira a written "Notice to Proceed with Contractual Work", and ~o fuHy ccmr:!~t;:.~ht; wvr~ c.n or betore the date specified, or wi thin the number of calendar d"lYs set forth in the proposal form. 18-08 24. LIQUIDATED DAMAGES The bidder to whom the contract is awarded will be subject to charges for liquidated damages for noncompletion of the project within the contrct time limit, in the amount specified in the proposal form, for each and every calendar day the work remains incomplete, as compensation due the County for Joss of the use of the facility, and for additional costs incurred by the County due to such noncompletion of the work. 25. DESCRIPTION OF BIDS REQUESTED A lump sum bid will be required for the complete work as shown on the drawings and specified, except as described in Alternate #1. 18-09 Page 1 of 3 PRO P 0 S A L TO THE BOARD OF COUNTY COMMISSIONERS MONROE COUNTY, FLORIDA THE UNDERSIGNED hereby proposes and agrees, if this Proposal is accep~e~, to execute the contract and furnish the bonds called for, and to provide all labor, materials, and equipment, and perform all work required for the project named herein, in accordance with the contract documents dated May 4, 1981, and prepared by: Consultant: McCoy-Knight Associates Address 8955 S.W. 87 Court, Miami, Florida 33176 and 2323 North Roosevelt Boulevard, Key West, Florida 33040 including such addenda acknowledged hereinafter, for the prices set forth herein. Said prices include the cost of bonds, insurance, sales tax, and every other item of expense, direct or indirect, incident to the contract. PROJECT TITLE Description Monroe County Public Library, Marathon Branch Department Library Address Marathon, Florida (see Site"Plan) Project No. 80-40 COMMENCEMENT AND COMPLETION OF CONTRACT WORK THE UNDERSIGNED agrees, if awarded the contract, to commence the contract work on or before a date ~o be specified in a "Notice to Proceed with Contractual Work" issued by Monroe County and to complete the work within 270 consecutive calendar days, and further agrees that said completion time will be converted to a specific date at the time'said notice to proceed is issued. LIQUIDATED DAMAGES THE UNDERSIGNED further agrees, if awarded the contract, that Monroe County may retain from the contract amount, as Liquidated Damages, $100.00 per day, for each calendar day the work remains incomplete after the completion time set forth above plus approved extensions of timef as recompense to Monroe County for loss of the use of the subject facility and/or for additional costs incurred by the County for administration of the contract during saig period of time. Complete Work Bid / With Alternates (Please type data) Project No. : Proposal - Page 2 of 3 SC '-I Er11 J L E OF 131D5 (State all prices in United States of America rnoney) BASE BID : For all work included in the Base Bid, as shown and specified, the sum of : Dollars ($ ) Words AL TERNATE BID NO. 1: Ti tIe AL TERNA TE BID NO. 2: Ti tIe AL TERNA TE BID NO. 3: Ii tIe AL TERNA TE BID NO. 4: Title AL TERNA TE BID NO. 5: Ti tIe AL TERNATE BID NO. 6: Figures t\DD to Base Bid: $ /~l)O to Base nid: $ ADO to Base Bid: $ ADD to Base Bid: $ ADD to Base Bid: $ Ti tIe BID SECURITY ACCOMPANYING PROPOSAL :\DO to Base Lid: $ In accordance with the Instructions to Bidders, <l bid security of 5% of the Base Bid is attached in the form of a certified check on the: Bank of , or an executed Approved Bid Bond, in the amount of: Dollars ($ _> Words f~igures ADDENDUrv~ RECEIPT Insert number and ddte) We acknowledge receipt of the following Addenda ( ) ( ( ) ( ) ( ) ( ) ( ) ( ) ( ) (Cor:lpletc War:..; f\TdT\Vith i\l"':ern.:ltcSf (Type legal names, ti tIes, etc.) Project No. Proposal - Page 3 of 3 IMPOR T ANT NOTICE: If bidder or other interested person is a corporation, give legal name and State of incorporation, also names of the president, secretary, treasurer, and manager there- of; if a copartnership, state true name of firm, also names of ail individual, state first and last names in full, (Type all information). . This Proposal is submitted by: (check one) Individua! Copartnership Corporation Joint Venture Contractor's Certificate of Competency No. , expires : Legal name (or names) of bidder:. Business Address: Street/P.O. Box City State Zip Fictitious name, or names, (if any) under which we are doing business: The legal names of the corporation officers, copartners, or joint venture are SIGN HERE By : Signature By : Signature Ti tIe Ti tIe NOTE If bidder is a corporation, the officer or officers authorized to sign contracts on behalf of the corporation shall sign above; if bidder is a copartnership, the partner or partners authorized to sign contracts in behalf of the copartnership shall sign above; if bidder is an individual: he shall sign above; if signature above is by an agent, ather than an officer of the corporation of member of the partnership set forth abov~. a c~rtific(j dnd currently valid Power of t\ttOfnPY must be on file with the- County Attorr.ey. Monroe County, Floridg. pr:N to opening vf bids or must be submitted '..vith the biu: otherw.se, the b:c may be rcg3rc!(!d as irregular and ur.2uthcrizeG. The ::cunty reserves the righi: !O waive any mtorrna1ities, or to reject any or all bids. Date: 19 l\TTl\CH 810 SECURITY APPROVED BID BONn - CONSTRUCTION S' I' ,\ . r I': ( ) I; I.' I 60 flll ) ,\ ) ( :01 ; :'J'I'Y ()J: MONROE J I<NOW ALL \lEN BY 'f'lfESE PRESENTS, that \ve . -------- ------ - ---- as principal, and ______...___ _ _____ ______________ ClS Suret y, arc h~ld d nd fi rml y bou nei unto Han roe C t, thf' ppnal sum of . Dollars ($ lawful monpy of the United Statf's, for the payment of which sum well and truly to be made, we bind ourselves, our heirs, exC':,utors, administrators, and successors, jointly and severally, firmly by these presents. TilE CONDITION OF THIS OBUGATION IS SUCH, that whereas the principal has sub- mitlf~d the ~ccompanyinR bid, dated , 19 _ for ---- ~"-------. -----... '---.~---- NOW, THEREFOHE, if the principal shall not withdraw said bid within sixty (60) clays after elate of openi n~ of the samp and sha II wi tll in ten (10) days uftcr th(' prescribed forms are presented to him for signa ture, pn ter into a wri tten contract wi thMon roe C ty in accordance wi th the bid as accepted, and gl VI' ~ond wi th good and sufficien t SUfet y or sureties as ma y be rf'!qu ired, for the fa it hf u I pl'rlOrm;lllce II nd proper f ul fi II ment of s ljeh con trae t I or in t he event of the withelrawal of said hi"d within the period specified, or the failure to enter into such contract and givl' slIch bond within the time specifif'o, if the principal shail pay the County theoifference bf~tween thp. amollnt spec. i fied i n ~a iJ bi d and the amou nt fa,. wh IC h the Ceu nty ma y procure the rcquirl"'!d work and/or _c;u;J;1li('s, if the lalter amount be in excess of the former, then the abovl"'! ob I i gn t ion sha II L~ void, a nd of : If) dfec t; ot hen\ i sc to rcma i n in f uti force a ad v irl ue. t03.0t-IO Il\j WITNESS WIIEHEOF the Principal ulld the Surety have executed these presents this ------ day of - -.---_ __ __h___---- ___., 19 WHEN THE PRINCIPAL IS AN INDIVIDUAL: Signed, scal~d and delivered in the presence of: (Signature of Individual) -- --.- - ...--.-- -.....-.---------- ---.---.----.------ (Two Witnesses) (Printed Name of Individual) ~ - . . ......... - - _.. ... - ......--. .........--.. --_.... WHEN PRINCIPAL IS SOLE PROPRIETORSHIP OR OPERATES UNDER TRADE NAME: Si~ed, s~aled and delivered in lhe presence of: (Name of Firm) (Signature of Individual) (Printed Name of Individual) (Two Witnesses) .------.. e. ----...--.. - WHEN THE PRINCIPAL IS A PARTNERSHIP: Si~ned, sealed and delivered in the presence of: (Name of Firm) A Partnership, (Signature of One Partner) (Two Witnesses) WHEN THE PRINCIPAL IS A CORPORATION: Attest: (Secretary) (Correct Name of Corporation) By: President or Vice President (Affix Corporate Seal) Al'.est: Corporate Surety Countersigned Business Address Florida Resident Agent By: Corporate Seal CORPORATE PRINCIPAL CERTIFICA TION I, , certi ry that I am the secretary of the corporation named as principal in the within bond; that , who signed the said bond on" behalf of the principal, was then of said corporation; that I know his signature, and his signature thereto is genuine; and that said bond was duly signed, sealed and attested for .. . and in behalf of said corporation by authority of its governing body. (~orporate Seal) STATE OF FLORIDA) COUNTY Of' MONROE ) 55 ) Before me, a Notary Public, duly commissioned, qualified and acting, personally ap- peared: to me well known, who being by me first duly sworn upon oath says that he is the atlorney-in~ fact for the and that he has been authorized by to execute the foregoing bond on behalf of the Contractor named therein in favor of Monroe County Florida. Subscribed 3nd sworn tt) before me this day of , A. D. 19_. \~-- Notary Public, State of Florida at Large My comrnission expires CONTRACTOR'S COPY THE AMERICAN INSTITUTE OF ARCHITECTS AlA Document A101 . .. . ,.'. Standard. Form. of Agre:e,m~nt':ije~~~ra<' . . Owner and Contractor" '" . ';'.' where the basis of payment is a ST/PULA TED SUM 1977 EDITION THIS DOCU,\1ENT HAS IMPORTANT LEGAL CONSEQUENCES; CQ,\/5ULTATIO,'/ l,VITH AN ATTORNEY IS ENCOURAGED WITH RESPEcr TO ITS CO;\1PLETIO,'J OR I~ODIFiCATIO.'J Use only with the .1976 Edition of AlA Document A201, General Conditions of th~ Co.ntract for Constructioll~' This document has been approved and. endorsed by TheAsso~iated General. Contr2ctors of America. AGREEMENT made as of the 25th Hundred and eighty-one. day of August in th~_year'of N'ineteen 1 . . 'J . BETWEEN the O,-vner: COUNTY OF MONROE, STATE OF FLORIDA, a political subdivision of the State of Florida, and the Contractor:" AVANTO CONSTRUCTION, INC. The Project: Monroe Count.y Public Library, Marathon Branch The Architect: McCoy - Knight Associates The Owner and the Contractor agree as set forth belo\v. Copyright 1915, 1918# 1925# 19]7, 1951.. 1958, 1961, 1963, 1967, 1974, @ 19n by the ^.meric~n Instit~~et' of Architects, 1735 "New York Avenue, N.\V., Wa>hington, D. C. 20006. Reproduction of the m~terial herein or sub~tantial q~otation 'of it~"provi$ions v.'ithout permission of the AlA violates the copyright laws of the United States ,,:id will be s\;bj~tt tq legal. pro~ecution~ AlA OOCU,\1ENT Al01 · O\Vi':ER-CO~TRACTOR AGREEMENT · ELEVENTH EDiTIOS · JUSE 19::7 · AIA~ 019:-7 · THE A.\I1ERICAN INSTITUTE OF ARCHITECTS, 1735 ~E\\' YOKK AVE., :-;.\'1., \VASHI~GTO:"l, D. C. 20006 A101-1977. 1 ARTICLE 1 THE CONTRACT DOCUMENTS The Contract Documents consist of this Agreement, the Conditions of the Contract (General, Supplementary and other Conditions), the Drawings, the Specifications, all Addenda issued prior to and all ~\odiftcations issued after exe- cution of this Agreement. These form the Contract, and all are as fully a part of the Contract as if attached to this Agreement or repeated nerein. An enumeration of the Contract Documents appears in Article 7. ARTICLE 2 THE WORK The Contractor shall perform all the Work required by the Contract Documents for CHere Insell the caprio,. d~cr;pliWt ollh. \-Vork aJ used on orJJ_ ConlrKf DocumenrJ.J ( The Monroe. County Public Library, Marathon Branch, - in conformity with the Plans, Specifications and addenda issued for this work by the Board of County Commissioners of Monroe County, Florida. ! \. ARTICLE 3 TIME OF COMMENCEMENT AND SUBSTANTIAL COMPLETION The Work to be performed under this Contract shall be commenced Augus t 26, 1981 and, subject to authorized adjustments, Substantial Completion shall be achieved not later than May 24, 1982 {Hefti ;nSf!rt ilny special provisions lor liquidated dama,H rt~'atiltl fo failure to co,!,p/~t. Oft t;m~.J Monroe County may retain from the contract amount as liquidated damages, $100.00 per day, fo~ each' calendar day the work remains incomplete. after the co~pletion ~ime set forth above plus approved extens~ons of t~m~, as recompense to Monroe County for loss of use of 'the subject facility and/or for additional.costs. incurred by the County. AlA OOCU.~ENT Al01 · OWNER.CONTRACTOR AGREE,\1ENT · ELEVENTH EDITION · JUNE 1977 · A'''- <<)1977 · THE AMERICAN INSTITUTE OF ^RCHITECTS, 1735 NEW YORK AVE., N.\V.. \VASHINGTO~. D. C. 200c6 A101-1977 2 ARTICLE 4 CONTRACT SUM The O\vner shall pay the Contractor in current funds for the performance of the Work, subject to add.itions and deductions by Change Order as provided in the Contract Documents, the Contract Sum of The Contract Sum is determined as follows: (State he/e tJ1~ bas~ bid 0' oth~ lump sum amount. ~cepted alte'n~tet. ~d un1rp';c~" as ~pUabJ..) Seven Hundred Seventy-Eight Thousand Five Hundred Eighty-two Dollars ($778~582.00) Base Bid for all work described in the drawings and Specifications. ARTICLE 5 PROGRESS PAYMENTS Based upon Applications for Payment submitted to the Architect by the Contractor and Certificates for Payment i~sued ., . by the Architect, the Owner shall make progress payments on account of the Contract Sum to the Contractor as pro- vided in the Contract Document$ for the period en~ing the twenty-eighth day of the month as foHows: Not fater than fifteen days follo\ving the end of the period covered by the Application for Payment ninety percent (90 Ok) of the portion of the Contract Sum properly allocable to labor, materials and equipment incorporated in the Work and fiftX percent ( 50 Ok) of the portion of the Contract Sum properly allocable to materials and equipment suitably stored at the site or at some other location agreed upon in writing, for the period covered by the Application for Payment, less the aggregate of previous payments made by the Own.er; and upon Substantial Completion of the entire Work, a sum sufficient to increase the total payments to nlnety percent (90 %) of the Contract Sum, less such amounts as the Architect shall determine for all incomplete Work and unsettled claims as provided in the Contract Documents. (II not cov~r<<1 ~1sewh.,. in th~ Contract DocumMfJ, here insert any pfOYiJion 101' limilin, 01 r~tJCin, th. mrounr let~;ned altH' the Wort '~lIch8 a cetQ;,.. stage 01 compl~o"J Payments due and unpaid under the Contract Documents shall bear interest from the date payment is due at the rate entered below, or in the absence thereof, at the legal rate prevaifing at the place of the Project. (Here ins~'l any r.Jt. 01 ;nr~'~Jt ~tvHd upon.) ~Usury laws ~nd '~qu;t~mMU und~r ch~ F~eral Truth in Lendi", Act.. similar st1:~ and local consum~' cr~;t. laws ~nd oth~, r~Bu'~liOftJ al th~ C>..",~s .nd Contrlctor's principa' p/~ces 01 bus;n.u, th~ location 01 lh. Proj~ct and elsewh~'f! may .Jff~ :.he VJlidicy of this pro.,iJ;oft. Specific I~B~I ~dvice JhOfJld " b~ obtained with respe<t to de/et;ott.. modilkarion.. 01 othe, t~qu;r~m~tJ Juch u wr;Uett disc!oJU'H or wa;v~,~.J AlA DOCUMENT A101 · OWNER-CONTRACTOR AGREEMENT · ELEVENTH ED1Tro~ · JUNE 1977 · AfA- @1977 · THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.\V., \VASHfNGTON, D. C. 20006 A101-1977 3 ARTICLE 6 FINAL PA Yl't1ENT Final p:.~ ment, constituting the entire unpaid balance of the Contract Sum, shall b-e paid by the O'~vner to the Contr~ctor \vhen the \\'ork has been completed, the Contri!ct iully performed, and 2 iir1a[ Certificate for Payment has been i'5.~ed by the Architect. ARTICLE 7 h11SCElLANEOUS PROVISIONS 7.1 Terms used in this f\greement \vhich are defined in the Conditions of the Contract shall have the meanings designated in those Conditions. 7.2 Tne Contract Documents, which constitute the entire agreement bet\veen the Ov/ner and the Contractor, are listed in Article 1 and, except for Modifications issued after execution of this Agreement, are enumerated as follo'l~'s: (Lis~ below Lh~ Agreement, the Conditions 01 the Contract (Ceneral, Supplementarr, ar.d o!h~, Co.,di:ions), t.i~ D:d'Nings, the SpeciiicJtions, and any AddendiJ an':! accei':~ ~/cernar~s, showing pJge or sheet numbers in al/ cases and dJles wh~rr? apP/i'c.!ble.) Items covered in Article 1 and Addendum 111 dated June 8, 1981. This Agreement entered into as of the day and year first \vritten -~ Ir~c . By \ AlA OOCU.\\E='fT Al~1 · OWNER-CO~TRACTOR AGRF..E,\\ENT · El~\'E~TH EDITIO~ · JU~E 1977 · At.-\3 01977 · THE A,\1ERICAN INSTITUTE OF ARCHITECTS, 1735 NEW YORK AVE., N.\V., \V.-\5HiSGTON, D. C. 2OC-06 A'IOl-1977 4 Aetna Insurance Company O~HARTFORD.CONN~CUT POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESENTS, That AETNA INSURANCE COMPANY. a1:QrporatioD created by aDd.man, UDder the 1... of th. State of CODDec:dc:ut, haviq ita priDc:ipal oftlce in the City of Hartford. State ot CoDDeCdcat. doee h.-by nomiDate, conmtute and appomt A. B. Lync~, Jr. or Tom S. Lobrano, III or James C. Congelic of Jacksonville, Flord ita true aDd lawful attomey(a) in fact. with full power and authority hereby conferred to execute, and to atflx thereto the..al ofth. corporation, u Surety, .. ita act and deed, .ubject to th.limitatioD8 and conditiona hereinafter let forth, boncll aDd undertaJdnp .. follows: ~r__and all bonds ~~~_..~ndertakings o~ suretyship. and to bind AETNA INSURANCE COMPANY th....by .. fully and to the same extent sa if such bond were ailDed by the duly authorized ofllcen of AETNA INSURANCE COMPANY, and all the acta of said attomeY(.), punuant to the authority herein liveD, are hereby ratified and con&med. Thia ~w..ofattorD.~ia ~ted und..~ bytheauthorityofth.foUowinl applicable parqraph80fARTICLE 11 oftheBYLA WS of the company:' o' n. pr88ident or' .,vice president may eucute tieleHiy- aDd aurety bonda and other bonda, contracta of indemnity, recornizanc8a, atipulatiou, UDdertakiDp, receipta, reI...., deeds, reI.... of mOri8a,.., contraeta, asreemeny, polici" notices of appearance, waivers of - citation aDd CODa.nta to mocIJ11cationa of contJ'acta .. may be required in the ordinary cou.ne of buain_ or by vote of the directon, and such aecutioD may be attHted wh... Deceuary or d..uable and the Hal of the company when nec.aary or deairable may be atflxed to the specific iutnment by a.ecretary or an uaiatamt eecretary. Th. pnaid.Dt or a vice pnmdeDt IDaY with the concurrence of a aecretary or an ..staDt aecretary appoint and authorize an attorney-in- tact or aDY other penon to aecute OD behalf of the company any.uch inatz'Umena and undertakinp and to at.th the..... otthe company th..to when neceuary or d..uabl.. The attom.,.iD-fact under the pncediD, paraaTBpha of thia article are authorized and empowered to certify to a copy of any of the by la W8 of the CODlplDY or any u.olutiou 8dopted by the dincton or to the banda! statement of the conditioD of the company and to atflx the seal 0 f the company th..to where neceuary or deairabl.. Thia power of attorn., t. .ipeel and ..aled by factril"ile under and by the authority of the foUowiDa' ReeolutioD adopted by the Board of Directon ofth. AETNA INSURANCE COMPANY at a meetinl duly called and held OD th.llth day of February, 1966. RESOLVED THAT, ill the euc:Ildon, attutatioD ud aea1iDa of any instrument or undertaldn8 authorized by Article 11 of the B yla WI, the fa~...i1. aipaturu of the oftlc.n aDel th. facrimi1. aeal of the Company affixed thereto .ball be valid and biDdiDr upon the Company. IN WITNBSS WBBRBOP,AETNA INSURANCE COMPANY hu cauaed th_ preMDta to be liped by it. PrMideDtand iLl Secretary and ita corporate.-1 to be h..1IDto atflxed, att.tecl by ita Secretary, thi...._.2nd._._.__day of . Feh~pa~~_......., !S....al.. . AETNAINSURANCE COMPANY &n:mary 1Juwif!~ Praident STATE OF CONNECTICur }" . ... COUNTY OF HARTFORD . . // Scnt4Ty On thia ....2nd...day of ._Eabna..aq..__...._......, IS..al., before me, Diane 1,. Tackett, the undeniped officer, penonally appeared HERRICK A. DRAKE ancl J.J. MURPHY who acJmowlqed themaelv.. to be the Pre8idmt and Secretary of AETNA INSURANCE COMPANY, a corporation, and that they, .. lOch PrMident and Secretary bein, authorized 10 to do, executed the tOrea'oinr m.trument for the purpo_ therein contained by lipiD. thelUUlle of the corporation by themaelv.. .. PrMideilt and Secretary, and that said Secretary affixed th...to the ..al of the corporatioD and atteRecl to the aec:utioD of the fONlomr matrumenL In WitDMa Whereof thereunto .. my hand and seal. o~:v- ';(.~~ Notary Public My coDlJDiuion expiree April 1, 1985 CERTlP1CATE I, the \1Dderaiped, Secretary of the AETNA INSURANCE COMPANY, a CoDDeCtic:ut corporation, DO HEREBY CERTIFY that the above and forecoiDI Pow. of Attorney nmaiu in tull force and hu noc heeD nvobd; and, furthermore, that the parqraph. of ARTICLE 11 of the BYLAWS of the c:orpo..-tion. aDd th. Re801utioD of th. Board of Direc:ton, .. Mi forth in th. Power of Attorney. are DOW in force. Slped and Sealed at Hartford, CoIll1ecd.cut, tbi8 ._.1.5.:th day oL...._..MJJ.UL.___._... IS...81._ ~ Form 63Q.20 Ed. 8-80 ;.~ "QQ Aetna Insurance Com.pany OPHARTPORD.CONNKcnCUT POWER OF ATTORNEY KNOW ALL MEN BY THESE PRESBNTS, That AETNA INSURANCE COMPANY. &1:OrporatioD created by ad aiatiDI under the 1... of th. State of CODDeciicut, haviD. it. principal ofJlce ill the City of Hartford, State of Connecticut. doee h.-by nomiDate, conaUtu*- and appmnt A. B. Lynch, Jr. or Tom S. Lobrano, 111 or James C. Congelio of Jacksonville, Fiord ita true aDd lawful attomey(a) in fact. with tu1l power and authority hereby conferred to execute, and to atftx thereto the..al of the corporation, sa Surety, .. ita act and deed, lubject to the UmitatiOIW and conditiona hereinatter let forth, bonda and undertakinp .. followa: Anr_and all bonds~~_~ndertakings 0; suretyship. and to bind AETNA INSURANCE COMPANY thenby .. tully and to the same extent.. if IUch bond were aIDed by the duly authorized offlcen of AETNA INSURANCE COMPANY, and all the acta of said attomey(I), pursuant to the authority herein riven, are hereby ratified and con&med. Thia pJW" of attorn.~ia sranted under aIl~ by the authority ofthefoUowinl applicable parqraph8 of ARTICLE 11 oith. BYLAWS of the comm~' " . . Th. pre8ident or' a, vice prnid.ni may. esecute fidelity- aDd nrety bonda and other banda, contracta of indemnity, recognizances, stipulationa, und.rtakinI8, receipta, rei...., deeds, rei.... of morts-,., contracta, alfHmenta, polici.., DOtic.. of appearance, waivers of citation aDd conaenta to modi1icatioD8 of contracts .. may be required in the ordinary COQl1Je ofbuin_ or by vote of the directon. and such execution Dlay be attated wh... Deceuary or de8irabl. and the Hal of the company when nec.aary or d..irable may be attlxed to the specific m.trameut by a.ecretuy 01' an uaiataDt eecretary. The pnt8ideDt or a vice pnmdeDt may with the concurrence of a secretary or an ..8btaDt aecretary appoint and authorize an attorney-in- tact or aDY other penon to B8C1lte OD behalf of the company any auch inatrumenta and undertakinp and to a.ffh the aea1 of the company th..to when neceuary or deRrabl.. Th. attom.,..iD.fact under the pnc:ediD, parqrapha of thia article are authorized and empowend to certify to a copy of any of the by la W8 ot the company or any lW01utiou adopted by the directon or to th.1inancial statement of the condition of the cOID'Pany and to aflix the seal of the company thereto where neceuary 01' de.irabl.. Thia power of attorn.y ia .iped and ..aled by fac8imil. under and by the authority ot the foUowinr Resolution adopted by the Board of Dincton of the AETNA INSURANCE COMPANY at a meetin, duly called and held on the 11th day of February. 1966. KESOL VED THAT, in the eucation, attutatioD and ..a1iD8 of any iDatrument or undertakin8 authorized by Article 11 of the Byla WI, the fa...i."n. aipaQare8 of the otflC8rl aDel th. facIimi1. ..al at the Company atftxed thereto ahall be valid aDd biDdiDr upon the Company. IN WITNESS WHEREOP, AETNA INSURANCE COMPANY baa cauaed. th... pnMDY to be aipecl by it. Praident and ita Secretary and itlt corporate Mal to be h.-unto atftxecl, atte.tecl by ita ~ecretary, thia..._.2nd__.....day of . ~. hru.x~._...._.. 19....al.. AETNA INSURANCE COMPANY ~ 1luwitl~ Praident STATE OF CONNECTICUT }" .. ... COUNTY OF HARTFORD . . S~Gry OD tbia .....2Dd...day of .._E..b~-___._._._, 19_al, before m., Diane L. Tackett. the undenirned officer, peraonally appeared HERRICK A. DRAKE and J.J. MURPHY who acJmowlqed themae1v.. to be the Praident and Secretary of AETNA INSURANCE COMPANY, . corporation. aDd that they, sa neb Pre8ideD t and Secretary beiD, authorized 10 to do, executed thelol'8l'oiDr inatrument for th e purpo_ therein contained by lipiD. the name of the corporation by themaelv.. .. Pruiclent and Secretary. and that aaid Secretary aflixed thereto the ..al of the corporation and atte8tad to the aecution of the forqom, m.trumeni. ID Witn_ Whereof I hereunto .. my hand and Mal. Ol4:~L- 't.~~ Notary Public My colDJ'Diuion expires Aprill, 1985 CERTlP'lCATE I, the undenilDed. Secretary of the AETNA INSURANCE COMPANY, a Connecticut corporation. DO HEREBY CERTIFY that the above and forqoins Power of Attorney nmaiDa in tulllorce and hu Dot beeD revoked; anel, tunhermore, that the Para&TBphe of ARTICLE 11 of the BYLAWS of the corpo~tioD. aDd the Re801uuoD of the Board of Directon, .. Nt forth in the Power of Attorn.,., are now in foree. Sirnecl and Sealed at Hartford, Connecticut. thi8 _l.5.th.. day of......_.J.uJJl-_._._._.., 19..-81 8.cmtJ.ry Form 630-20 Ed. 8-80 J.~ 1QQ PERFORMANCE BOND Bond No. S798855 retna A IMUI'UIG8 ........ ,ETNA INSURANCE COMPANY HARTFORD, CONNECTICUT The American Institute of Architects, AlA Document No. A311 (February, 1970 Edition) KNOW ALL MEN BY THESE PRESENTS: that (Here insert full name and address or legal title of Contractor) AVANTO CONSTRUCTION, INC., 11207 N. Nebraska Avenue, Tampa, Florida 33612 as Principal, hereinafter called Contractor, and ~TNA INSURANCE COMPANY, a corporation of the State of Connecticut and whose principal office is located in the City of Hartford, State of Connecticut, as Surety, hereinafter called Surety, are held and firmly bound unto (Here insert full name and address or legal title of Owner) MONROE COUNTY BOARD OF COUNTY COMMISSIONERS, 500 Whitehead Drive; Keywest, Florida SEVEN HUNDRED SEVENTY EIGHT THOUSAND FIVE HUNDRED EIGHTY TWO AND NOjlOO------------------------------------------- Dollars ($ 778,582.00 ), for the payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, fi rm Iy by these presents. WHEREAS, AVANTO CONSTRUCTION, INC. Contractor has by written agreement dated J u 1 y 15 19 81 , entered into a contract with Owner for CONSTRUCTION OF MONROE COUNTY LIBRARY, MARATHON BRANCH as Obligee, hereinafter called Owner, in the amount of in accordance with Drawinqs and Specifications prepared by (Here insert full name and address or legal title of Architect) McCoy Knight Associates, 8955 S. W. 87th Court, Miami, Florida which contract is by reference made a part hereof, and is hereinafter referred to as the Contract. NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that, if Contractor shall promptly and faithfully perform said Con- tract, then this obligation shall be null and void; otherwise it shall remain in full force and effect. The Surety hereby waives notice of any alteration or extension of time made by the Owner. Whenever Contractor shall be, and declared by Owner to be in default under the Contract, the Owner having performed Owner's obligations thereunder, the Surety may promptly remedy the default, or shall promptly 1) Complete the Contract in accordance with its terms and condi- tions, or 2) Obtain a bid or bids for completing the Contract in accordance with its terms and conditions, and upon determination by Surety of the lowest responsible bidder, or, if the Owner elects, upon determination by the Owner and the Surety jointly of the lowest responsible bidder, Signed and sealed this 15th J CkR d'~ A~~tness) une a er Performance/Labor and Material Payment Bond S8 5715b (1) Prmted m US.A. arrange for a contract between such bidder and Owner, and make avail- able as Work progresses (even though there should be a default or a succession of defaults under the contract or contracts of completion arranged under this paragraph) sufficient funds to pay the cost of com- pletion less the balance of the contract price; but not exceeding, includ- ing other costs and damages for which the Surety may be liable hereunder, the amount. set forth in the first paragraph hereof. The term "balance of the contract price," as used in this paragraph, shall mean the total amount payable by Owner to Contractor under the Contract and any amendments thereto, less the amount properly paid by Owner to Contractor. Any suit under this bond must be instituted before the expiration of two (2) years from the date on which final payment under the Contract falls due. No right of action shall accrue on this bond to or for the use of any person or corporation other than the Owner named herein or the heirs, executors, administrators or successors of the Owner. day of July 19 81 (Seal) INSURANCE COMPANY Surety) (Sea I) /1 i U tt. if" 'U rf'..- A. B: L ch, Jr. \ Licensed Resident Agent (Title) Attorney-in-Fact & LABOR AND MATERIAL PAYMENT BOND THtS ~pND' H!REBV AMENDED SO THAT THE PROVISIONS ANtIS Aretna llM' TIONS OF SECTION 255.05 OR SECTION 713.23 FLORIDA STA.. TES, WHICHEVER IS APPLICABLE. AND ALL NOTICES AND' _ TiMe LIMITATIONS PROV!DED 'tH-EAEiN ARE INCORPGRATE;9" 0CDpUJ W. B~ AEF&RaNCa.. Bond No. S798855 ETNA INSURANCE COMPANY HARTFORD, CONNECTICUT The American Institute of Architects, AlA Document No. A3 11 (February, 1 970 Edition) THIS BOND IS ISSUED SIMULTANEOUSLY WITH PERFORMANCE BOND IN FAVOR OF THE OWNER CONDITIONED ON THE FULL AND FAITHFUL PERFORMANCE OF THE CONTRACT KNOW ALL MEN BY THESE PRESENTS: that (Here insert full name and address or legal title of Contractor) AVANTO CONSTRUCTION, INC., 11207 N. Nebraska Avenue, Tampa, Florida 33612 as Principal, hereinafter called Principal, and ~TNA INSURANCE COMPANY, a corporation of the State of Connecticut and whose principal office is located in the City of Hartford, State of Connecticut, as Surety, hereinafter called Surety, are held and firmly bound unto (Here insert full name and address or legal title of Owner) MONROE COUNTY BOARD OF COUNTY COMMISSIONERS, 500 Whitehead Drive, Keywest, Florida as Obligee, hereinafter called Owner, for the use and benefit of claimants as hereinbelow defined, in the amount of SEVEN HUNDRED SEVENTY EIGHT THOUSAND FIVE HUNDRED EIGHTY TWO AND NO/l00-------- Dollars ($ 778,582.00 ) I (Here insert a sum equal to at least one-half of the contract price) for the payment whereof Principal and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, AVANTO CONSTRUCTION, INC. Principal has by written agreement dated J u 1 y 15 1 9 81 ,entered into a contract with Owner for CONSTRUCTION OF MONROE COUNTY LIBRARY, MARATHON BRANCH in accordance with Drawings and Specifications prepared by (Here insert full name and address or legal title of Architect) McCoy Knight Associates, 8955 S. W. 87th Court, Miami, Florida which contr~ct is by reference made a part hereof, and is hereinafter referred to as the Contract. NOW. THEREFORE. THE CONDITION OF TH IS OBLIGATION is such or furnished the last of the materials for which said claim is made, that, if Principal shall promptly make payment to all claimants as here- stating with substantial accuracy the amount claimed and the name of inafter defined, for all labor and material used or reasonably required the party to whom the materials were furnished, Or for whom the work for use in the performance of the Contract, then this obligation shall Or labor was done or performed. Such notice sha II be served by mailing be void; otherwise it shall remain in full force and effect, subject, the same by registered mail or certified mail, postage prepaid. in an however, to the following conditions: envelope addressed to the Principal, Owner or Surety, at any place 1. A claimant is defined as one having a direct contract with the where an office is regularly maintained for the transaction of business, Principal or with a Subcontractor of the Principal for labor, material, or or served in any manner in which legal process may be served in the both, used or reasonably required for use in the performance of the state in which the aforesaid project is located, save that such service Contract, labor and material being construed to include that part of need not be made by a public officer. water, gas, power, light, heat, oil, gasoline, telephone service or rental b) After the expiration of one (1) year following the date on which of equipment directly applicable to the Contract. Principal ceased Work on said Contract, it being understood, however, 2. The above named Principal and Surety hereby jointly and sever- that if any limitation embodied in this bond is prohibited by any law ally agree with the Owner that every claimant as herein defined, who controlling the construction hereof such limitation shall be deemed to has not been paid in full before the expiration of a period of ninety (90) be amended so as to be equal to the minimum period of limitation per- days after the date on which the last of such claimant's work or labor mitted by such law. was done or performed. or materials were furnished by such claimant. c) Other than in a state court of competent jurisdiction in and for may sue on this bond for the use of such claimant, prosecute the suit the county or other political subdivision of the state in which the to final judgment for such sum or sums as may be justly due claimant, ProJect, Or any part thereof, is situated, Or in the United States District and have execution thereon. The Owner shall not be liable for the pay- Court for the district in which the Project, or any part thereof, is situ- ment of any costs or expenses of any such suit. ated, and not elsewhere. 3. No suit or action shall be commenced hereunder by any claimant: 4. The amount of this bond shall be reduced by and to the extent a) Unless claimant, other than one having a direct contract with the of any payment or payments made in good faith hereunder, inclusive of Principal. shall have given written notice to any two of the following: the payment by Surety of mechanics' liens which may be fi led of record the Principal, the Owner, or the Surety above named, within ninety (90) against Solid improvement, whether or not claim for the amount of such days after such claimant did or performed the fast of the work or labor, lien be presented under and against this bond. Signed and sealed this 15th day of I J981 , INC. (PrInCipal) ( Se a I) -~_/fh6Jt J R d (Witness) U e a er ReVIsed ts\ February, 1970 S8 5715b (2) Printed in U.S.A. ... ( th. ~.~ tu~. ~~1-1~ ,4e~ t~. ,4:TNA INSURANCE COMPANY ( ( Ili. ~~.~I A: ? ~ _ nch, . Jr. I Llcens Re ;Seal) - "-,lftto~rney-'i n- F act- -p~~ THE AMERICAN INSTITUTE OF ARCHITECTS A/A Document A311 Performance Bond KNOW ALL MEN BY TH ESE PRESENTS: that (Here insert full name and address or legal title of Contractor) as Principal, hereinafter called Contractor, and, (Here insert full' name and address or legal tide of Surety) as Surety, hereinafter called Surety, are held and firmly bound unto (Here insert full name and address or legal title of Owner) as Obligee, hereinafter called Owner, in the amount of Dollars ($ ) , for the payment whereof Contractor and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, 'firmly by fhese presents. WHEREAS, Contractor has by written agreement dated (Here insert full name, address and description of project) 19 , entered into a contract with Owner for in accordance with Drawings and Specifications prepared by (Here insert full name and address or legal title of Architect) which contract is by reference made a part hereof, and is hereinafter referred to as the Contract. AlA DOCUMENT A311 · PERfORMANCE BOND AND lABOR AND MAT['.{IAl PAYMENT BOND . AlA ~ fEBRUARY 1970 ED.. THE AMERICAN INSTITUTE OF ARCHITECTS, 1715 N.Y. A\iL, N.W., WASHINGTON, D. C. 20006 1 PERFORMANCE BOND ( NOW, THEREFORE, THE CONDITION OF THIS ORUGA TION is such that, if Contractor shall promptly and faithfully perform said Contract, then this obligation shall be null and void; otherwise it shall remain in full force and effect. The S'urety hereby waives notice of any alteration or extension of ti me made by the Owner. Whenever Contractor shall be, and declared by Owner to be in default under the Contract, the Owner having performed Owner's obligations thereunder, the Surety may promptly remedy the default, or shall promptly 1) Complete the Contract in accordance with its terms and conditions, or 2) Obtain a bid or bids for completing the Contract in accordance with Its terms and conditions, and upon de- termination by Su rety of the lowest responsible bidder, or, if the Owner elects, upon determination by the Owner and the Surety jointly of the lowest responsible bidder, arrange for a contract between such bidder and Owner, and make available as Work progresses (even though there should be a default or a succession of ( Signed and sealed this day of defaults under the contract or contracts of completion arranged under this paragraph) sufficient funds to pay the cost of completion less .the balance of the contract price; but not exceeding, including other costs and damages for which the Surety may be liable hereunder, the amount set forth in the first paragraph hereof. The term "balance of the contract price," as used in this paragraph, shall mean the total amount payable by Owner to Contractor under the Contract and any amendments thereto, less the amount properly paid by Owner to Contractor. Any suit under this bond must be instituted before the expiration of two (2) years from the date on which final payment under the Contract falls due. No right of action shall accrue on this bond to or for the use of any person or corporation other than the Owner named herein or the heirs, executors, adminis- trators or successors of the Owner. 19 I ( Prineip..ll) (Seal) (Witness) (Tit/f.l) I (5ur{lty) (Sell!) (Witne."i.\) (Tith') AlA DOCUMENT Al11 · PERF()RMANCE BOND AND lABOR AND MATERIAL PAYMENT BOND . AlA @ rERRUARY 1970 ED.. THE AMERICAN INSTITUTE (If ARCHITECTS, 1735 N.V. AVE., N.W., WASHINGTON, D. C. 20006 2 / THE AMERICAN INSTITUTE OF ARCHITECTS AlA Document A311 Labor and Material Payment Bond THIS BOND IS ISSUED SIMULTANEOUSLY WITH PERFORMANCE BOND IN FAVOR OF THE OWNER CONDITIONED ON THE FULL AND FAITHFUL PERFORMANCE OF THE CONTRACT KNOW All MEN BY THESE PRESENTS: that (Here insert full name and address or legal title of Contractor) as Principal, .hereinafter called Principal, and, (Here insert full name and address or regal .title of Surety) as Surety, hereinafter called Surety, are held and firmly bound unto (Here insert full name and address or legal title of Owner) as Obligee, hereinafter called Owner, for the use and benefit of claimants as hereinbelow defined, in the amount of (Here insert a sum equal to at least one-half of the contract price) Dollars ($ ), for the payment whereof Principal and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Principal has by written agreement dated (Here insert full name, address and description of project) 19 " entered into a contract with Owner for in accordance with Drawings and Specifications prepared by (Here insert full name and address or legal title of Architect) which contract is by reference made a part . hereof, and is hereinafter referred to as the Contract. AlA DOCUMENT Al11 · PERFORMANCE. BOND AND LABOR AND MATERIAL PAYMENT BOND . A!A @ FEBRUARY 1970 ED.. THE AMERICAN INSTITUTE OF ARCHITECTS, 1735 N.Y. AVE., N.W., WASHINGTON, D. C. 20006 3 LABOR AND MATERIAL PAYMENT BOND "1 NOW, THEREFORE, THE CONDITION OF THIS OBLIGATION is such that. if Principal shall promptly make payment to all claimants as hereinafter defined, for all labor and material used or reasonably required for use .in the performance of the Contract, then this obligation shall be void; otherwise it shall remain in full force and effect, subject, however, to the fol- lowing conditions: 1. A claimant is defined as one having a direct con- tract with the Principal or with a Subcontractor of the Principal for labor, material, or both, used or reasonably required for use in the performance of the Contract, labor and material being construed to include that part of water, gas, power, light, heat, oil, gasoline, telephone service or rental of equipment directly applicable to the Contract. 2. The above named Principal and Surety hereby jointly and severally agree with the Owner that every claimant as herein defined, who has not been paid in full before the expiration of a period of ninety (90) days after the date on which the last of such claimant's work or labor was done or performed, or materials were furnished by such claimant, may sue on this. bond for the use of such claimant, prosecute the suit to final judgment for such sum or sums as may be justly due claimant, and have execution thereon. The Owner shall not be liable for the payment of any costs or expenses of any such suit. .) 3. No suit or action shall be commenced hereunder by any claimant: a) Unless claimant, other than one. having a direct contract with the Principal, shall have given written notice to any two of the following: the Principal, the Owner, or the Surety above named, within ninety (90) days after such claimant did or performed the last of the work or labor, or furnished the last of the materials for which said claim is made, stating with substantial Signed and sealed this day of accuracy the amount claimed and the name of the party to whom the materials were furnished, or for whom the work or labor was done or performed. Such notice shall be served by mailing the same by registered mail or certified mail; postage prepaid, in an envelope ad- dressed to the Principal, Owner or Surety, at any place where an office is regularly maintained for the trans- action of business, or served in any manner in which legal process may be served in the state in which the aforesaid project is located, save that such service need not be made by a public officer. b) After the expiration of one (1) year following the date on which Principal ceased Work on said Contract, it being understood, however, that if any limitation em- bodied in this bond is prohibited by any law controlling the construction hereof such limitation shall be deemed to be amended so as to be equal to the minimum period of limitation permitted by such taw. c) Other than in a state court of competent jurisdiction in and for the county or other political subdivision of the state in which the Project, or any part thereof, is situated, or in the United States District Cou rt for the district in which the Project, or any part thereof, is sit- uated, and not elsewhere. 4. The amount of this bond shaH be reduced by and to the extent of any payment or payments made in good faith hereunder, inclusive of the payment by Su rety of mechanics' liens which may be filed of record against said improvement, whether or not claim for the amount of such lien be presented under and against this bond. 19 I (Principal) (Sea I) (Witness) (Tillp) I (5Url)ly) (Sea I) (Wi'n('s.\) (Ti,/p) AlA DOCUMENT A3ll · PERfORMANCE BOND AND LAB()R AND MATERIAL PAYMENT B()ND . AlA @ FEBRUARY 1970 ED.. THE AMERICAN INSTITUTE OF ARCHITECTS, 17Vi N.Y. AVE., N.W., WASHINGTON, D. C. 2()()()() 4 CONTR^CTOI~'S GtJ/\I~A'NTEE ST A TE OF FLOniO,,\ ) COtJNT)' OFMONROIi ) 55 Before me, the undersigned authority, per50nally appeared Who, beini~ duly sworn, deposes and sa)'s as follows: That he is the duly authorized representative of (Name o~fr-Contractor) Being its {Ownerl~ (Partner) (President or other OfJicer) ilnd as such has full authority to execute this Contractor's Guarantee. That the said Contractor has performed certain work for Mon'roe~Cty..,. Florida, under Contract No. _, Entitled which said Contract hasr;owbeen completf~d by the Contractor in its entirety. That in consideiation of the partial p.lyments heretofore made by Honroe.'Couryty to the Contractor, and in consideration of the final payment yet to be made, the Con- tractor dces hereby war!"ant to the County, that aU labor, work, materials and equipment furnished, supplied and performed under the said Contract, are in stri.:t accordance with the Contra~t f)ocuments. . That should any defects deveJop in the work, during the guarantee periods as re-quircd by the Contract l)ocument!l, due to improper materials, worl<manship or arrangement, or defective machinery and equipment, the Contractor warrants and cove- nants that the defects shaH be made good by the Contractor, at the time specified by the County and that any other work affected in correcting such defects shall also be made good, all at the Contractor's sole cost and expense. CONTRACTOR: (Name of Contractor) BY: (SEAL) (Authorized Signature Only) SWORN TO AND SlJBSCRJBED,.belore me this day of My Commission expires: , 19 . (Notary PuLlic, State of r:Jorida at Large (NOTI\R Y SEAL) STATE OF FLORIDA ) ) ) COUNTY OF Before met the undersigned authority. personally appeared . who. first being duly .sworn. upon his oath deposes.and says: That he is the (contractor) (subcontractor) on the following described public works: JOB DESCRIPTION:___ CONTRACTOR (SUBCONTRACTOR): ADDRESS: CONTRACTING AUTFORITY PREVAILING WAGE DETERMINATION NO.: That a schedule of prevailing wages required by Section 215.19 (l)(b) and (2}(c), Florida Statutes, has been posted and is being permanently maintained throughout the construction in a se~ure, pro- tected and prominent place on the premises where the construction is being performed. AND FURTHER AFFIANT SAYETH NOT. - Sworn to and subscribed before me this day of to 19 Notary Public State of Florida at Large My Commission Expires: The contractor shall execute and mail this affidavit to the Florida Department of Conunerce, Bureau of Workmen's Compensation, Ashley Building, 1321 Executive Center Drive, East, Tallahas3ee, Florida 32301, within ten (10) days of th2 co~~encement of work. FCC F.:JTm WCF-304 (Rev. 9-73) A 1 . -.... ~ 80-40 SECTION JA lA-OJ GENERAL CONDITIONS GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION The "General Conditions of the Contract for Construction", A. I .A. Document A201, August 1976 Edition, Articles 1 through 14 inclusive, is a part of this Contract, and is incorporated herein as fully as if here set forth. IA-01 80-40 SECTION 1B ALTERNATIVE BIDS NOTE: Although shown as included in the work, this item is not to be included in the base bid, and shall be bid separately: 1B-Ol ALTERNATE BID #1 To include the front walkway roof, column, and base structure, with its accompanying lighting system. (The walk itself, steps, and planters at the southerly end are a part of the base bid.) 18-01 80-40 SECTION Ie SITE AND PROJECT CONDITIONS le'.01 ESTABLISHMENT AND PROTECTION OF PROPERTY LINES a. The Contractor shall request of the County Engineer that the property be staked prior to any construction operations. Call any discrepancies with Drawings to Architect's attention before proceeding. b. The easterly, and southerly property lines shall be protected and no construction activity or debris shall be allowed beyond them. Protect Mangroves to the east. Work in the right-of-way between the northerly line and US-l shall be coordinated with the governing road department. The property beyond the westerly line is also owned by Monroe County. lC-02 STAGING a. In general, all staging and parking shall be on site. b. If staging and/or parking is required elsewhere, coordinate with the Monroe County Sheriff1s Department next door. lC-03 EXISTING SITE PAVING a. See Section 2A for breaking up portion of paving existing on-site. See also existing Elevation Sheet, that Section. 1e-01 80-40 SECTION 10 10-01 10-02 10-03 10-04 10-05 10-06 10-07 10-08 TEMPORARY FACiliTIES The Contractor shall provide and maintain a temporary job office and storage facilities as necessary for the work. This facil ity shall be of sufficient size to accommodate the Architect's and Owner's representatives and the Contractor. The temporary facility shall be air conditioned. Temporary light, power and telephone shall be provided in the job. office paid for by the General Contractor. Temporary electric service for construction shall be provided by the Contractor. Toilet conveniences, in accordance with applicable codes and health ordinances shall be provided and maintained by the Contractor for the use of all workmen. Temporary construction for safety measures, hoists, and scaffolds shall be erected in accordance with the contract conditions and requirements of applicable governmental agencies. Temporary facilities shall be removed promptly as each becomes no longer required, and the area which the facility occupied completely cleaned of all debris. No signs will be permitted at the site, with the exception of safety warn,ings and other signsprepared or approved by the Owner. No temporary facilities shall remain or be included as part of the finished work without prior written approval of the Architect. Contractor shall apply for water tap and meter immediately after award, and shall furnish construction water as soon as it is available. Until that time, the Owner will allow the use of hose bibbs from the property to the west. lD-Ol 80-40 SECTION IE PROJECT CLOSE-OUT IE-OJ GENERAL a. Upon receiving a Certificate of Substantial Completion, the Contractor shall prepare, assemble and transmit the items listed here into the Owner, c/o the Arch i tect. - b. Unless additional quantities are specified elsewhere, submit items i n d up 1 i ca t e . c. All documents, tools, equipment, demonstrations and other closing requirements shall be submitted or performed and approved prior to Date of Final Acceptance. 10-02 DETAIL REQUIREMENTS a. Maintenance Manuals: Submit 4 bound sets of Maintenance Manuals. Submit manuals for Mechanical and Electrical equipment having wearing parts for which the manufacturer has printed maintenance recommendations, for fixtures, equipment, finishes requiring special treatment and as otherwise required in the Specifications. Label manuals with embossed plastic tape. Include name and number of project, nature of information and Contractor/Subcontractor. b. As-Built .Drawings: Submit As-Built Drawings for all work installed at variance with the Drawings in the form of accurately marked prints." Drawings shall be numbered consecutively, and shall be laid out to show location of subject elements, with base lines or dimensions enabling the exposure of the elements with least disturbance to finish surfaces. Sufficient prints will be furnished by the Architect for the Contractor's use in working, upon request. c. Operation Manuals: Submit 4 bound Operation Manuals for all items of equipment for which the manufacturer has printed instructions. Manuals shall be assembled and submitted as indicated for maintenance manuals or may be included therewith. d. Inspection Reports: Submit certificates from local governmental agencies that the construction has been inspected as required by laws or ordinances and that the building is acceptable according to the following: 1. Local Building Inspector 2. Local Plumbing Inspector 3. Local Electrical Inspector IE-Ol 80-40 SECTION IE Continued e. Keys with tags indicating number and/or description of door or room each key is intended to fit attached to each key shall be delivered to the Owner. Contractor shall prepare and furnish with the keys an itemized key schedule in quin"tiplicate listing the door or room number and/or description, serial number of key, and number of keys being delivered for each door or lock. The Contractor shall secure from the Owner or his designated agent a signed receipt in triplicate acknowledging receipt of keys and key schedule. Contractor shall retain one (1) copy and forward two (2) copies of receipt to Architect. f. Warranties: Where warranties are required in the Contract Documents for periods in excess of one (1) year, they shall be assembled, bound, labeled and transmitted as described for other manuals above. Unless specifically indicated otherwise in the Contract Documents, the period of guarantees and warranties shall begin on the Date of Substantial Completion, as certified by the Architect, in accord with the pro- visions of the General Conditions. g. Coordinate demonstrations, instructions, and trial runs of equipment for maintenance personnel and complete such demonstrations prior to final acceptance. lE-02 80-40 SECTION IF IF-Ol IF-02 SCHEDULES AND REPORTS PROJECT SCHEDULES Within ten days following Award of Contract, the General Contractor shall del iver to the Architect a schedule starting and completion times for each construction activity. This may be in any form that covers the subject, and shall indicate a substantial completion date and a final completion date. The Contractor shall also submit within seven days after award, a schedule of costs, by trade, which shall be used as a guide for applications for payment and shall be updated and included with each application. Time and cost schedules are subject to approval by the Architect. PROJECT REPORTS The General Contractor shall submfr a job progress report in the form of an updated time schedule and any significant events regarding the construction during the previous month, with each monthly application for payment. Progress photos of work accomplished during that period shall be included. IF-OI 80-40 SECTION lG CASH ALLOWANCE lG-Ol GENERAL a. Contractor shall include allowance amount in his Base Bid. b. Allowance shall be used for the purchase and delivery to the jobsite of the subject item(s). c. Installation of subject item(s) shall be included in other Sections. d. Submit itemized invoice to Architect for materials and delivery of item{s) purchased under allowance, including O.H.&P., befol"E ordering. Difference between allowance and approved invoice shall be credited or charged to Contract by change order. lG-02 FINISH HARDWARE (SEE SECTION 80) Allowance: $7,500.00 lG-Ol 80-40 SECTION 2A EARTHWORK 2B-01 GENERAL a. Work Includes: Layout of construction lines and grades; clearing, grubbing and stripping topsoil; excavation, backfill, fill, rough and finished grading where required; soil compaction; dewatering. b. Existing Grades: Verify existing grades and layout for building and appurtences. If existing grades are at variance with Drawings, notify and receive instructions from the Project Engineer. c. Protect Bench Marks, Pipes and the Like. If destroyed, replace. Erect barricades, fences, signs and other protective devices in accord with Contract Conditions and OSHA ordinances. Protect existing facilities, public property and adjacent property. d~ Testing: Engage a qualified Testing Laboratory approved by the Engineer to perform testing described herein. The testing will be paid by the Owner. All necessary notices and coordination shall be provided by the Contractor. 1. Test, Additional: Additional tests will be required for each test that does not meet the specified density. (At Contractor's expense) 2. Field Density Tests for each 2 Foot lift: one test per 2000 sq. ft. of fill." 3. Control: Fill may be inspected at any stage of operation to · determine compaction characteristics, densities and freedom from organic and plastic materials. 4. Notification: Give sufficient notification of placing of fill order to permit inspection and/or testing for compaction characteristics. Notification to be given to Project Engineer. e. Utilities: Meet the requirement of rules and regulations governing the respective utilities. Active utilities encountered but not shown on the Drawings shall be removed or relocated in accord with the Project Engineers written instruction. Inquire of utility companies and locate all such before starting construction. 28~02 MATERIALS as Material previously removed may be reused provided it does not contain muck, rubbish, organic or other deleterious or objectionable matter. large pieces shall be broken up and pieces which will not pass through a 3 inch sieve shall not be used. Do not use broken pieces of concrete or asphalt paving. 2 A -0 1 80-40 SECTION 2A Continued 1. New material under slabs, walks and curbs, to be No.2 freshly quarried pit rock, or clear, sharp sand, or sand and rock with minimum of 60% sand and conforming to following requirements: (a) Rock: Pass through a 2-1/2" ring. (b) Organic Matter: Maximum 3% (c) Plasti'c Material: Maximum 5% 2B-03 EXECUTION a. Site Examination: Examine general and local conditions prevail ing at site, and other matters which may in any way affect the work. Examine sources of information concerning ground water level, whether surface or subsurface. b. General: Excess or unsuitable materials shall be removed and disposed of properly. Provide additional materials at no additional cost to the Owner where existing materials are insufficient or unsuitable for their intended use. Break up and remove portion of existing asphalt that is on this property. c. Reform existing grades to lines shown or required less allowances for topsoil and other subsequent work. Shape grades to smooth lines between contours or spot elevations. Grade to within ~ 0.25 foot of the established elevation in general grading; ! 0.15 foot within 10 feet of structures. Grade to provide positive drainage away from structures. Protect newly graded areas against erosion. Repair grades damaged by the elements. d. Excavate to lines and levels shown on the Drawings. Provide ample space for subsequent work and inspection. Cut excavations cleanly with level bottoms. Where changes in levels occur, provide vertical steps in the horizontal runs. If soil conditions permit, cut footing trenches to exact size of the concrete and omit forms. Notify Engineer if earth of doubtful bearing is encountered and proceed only after issue of written order. Carry excavations to required depth to secure design bearing loads. If excavations are erroneously carried deeper than shown, the additional depth shall be filled with concrete of the class specified for footings at no additional cost to the Owner. 1. Extend excavations a sufficient distance from walls, grade beams, foundations, and footings, to allow for placing and removal of forms and for inspection. Foundations, and footing side formed specified under section concrete and cement work. 2. Provide shoring as required to protect adjacent paving, util ities and personne 1 . 2 A-02 80-40 SECTION 2A Continued e. Dewatering: Control grading around excavations to prevent flooding with surface drainage water. Provide pumping equipment to keep excavations free of water during construction of subsurface elements. f. Filling, Backfilling and Compacting 1. After removal of forms, clear excavations of trash, debris and remove soft and yielding material and other portions of subgrade which will not compact readily, replace with suitable material and bring whole subgrade to grade allowing for subsequent compaction. 2. After approval by the Project Engineer of the clearing and grubbing operation and backfilling all excavations, the building area shall be saturated and compacted with a vibrating roller. This eqipment shall be capable of attaining at least 98% standard maximum density for a depth of up to three feet below grade. 3. Determine density of fill in place by field density tests, AASHO T-18o. The laboratory will make tests deemed necessary to insure compliance with requirements. Probable tests will be one proctor test for each source type of fill and in place density tests at locations selected by Project Engineer. Additional field density tests will be required for each test that does not meet required density.. Cost of additional tests charged to Contractor. 4~ Backfill only after structures have attained sufficient strength. Secure Engineer's approval of below grade work prior to placing fill. Remove debris subject to rot, corrosion and termite attack. Protect installations of below grade work during backfill operations and repair or replace damaged work. 5. Finish grade areas only after below grade work is completed and. inspected or tested. Grade uniformly, forming smooth transitions between contours or spot elevations. Provide positive drainage away from buildings, walks, steps and paved areas. Maintain grading until planting work is accomplished. Repair grading which becomes damaged by the elements. 6. All areas of construction and/or trenching shall be landscaped or paved as on the Drawings or as required to put construction site back to original state. Landscaping is/by others. 2A'-03 '- f-1A.lJ~~b ~\ ~"- " .ft) ![J .~ ~ 'IJ '> / 'lJ~ (p '11- 9 -,' 'V" \, ""'0 ",-- ... '11\\ )(. \ " 'lJ tr)- 'I)> ( -......,'''"' \ \ \ j /" A~HA!,...,"( ~. ~\ \ ) (/ If) I ~ ' /h. . _ ",- ..../ -,/ -~ --~.~ ~. ~ ft)~ ///-- ,,/ / / A 11). i() ~ tr) · "J · , ~ .._---...... ~." ~~ ~ ;-. '" 'JI / ~Ir; p(.. ~fjll ~~ -'\ I()t f1. ... ...~~~ " ~, " / - ...--- -" ,/ .~ ,.,.. r ~~ ~/A- rJ.. .r() to ~. ~. I I ~l "-.... ~ . " '---------- ,~ ~. . Ip 11 ----\, ~ " D(. ~. '"'-- / I" ~------~ ''"' -.. ~ '. ---- --" - -.- -----.-----.. - ._~- -- - ,&~.o ~ 11) V; Ii \ 0 · (,;' 'Y - ~ - --~\ ~ , , 0" \~. ~ 80-40 EXISTING SITE ELEVATIONS I" = 30' ( \ \ "- -- ~-r-- // ~\ ) fJ~ ~ I / /' ./ /AbPHAlf~ 2A-04 80-40 SECTION 28 CONCRETE CURBS, WALKS AND PAVING 28-01 GENERAL ~ a. Related Documents: All prOVISions of the Contract, including General Provisions and Special Provisions, apply to the work specified in this Section. b. Description of Work: The extent of concrete curbs, walks, and paving is shown on the Drawings. Comply with City Specifications and design. c. Quality Assurance: Reference Specifications: Comply with applicable requirements of Division 3 Sections for concrete materials, testing, mixing, placing and curing, except as herein specified. 28-02 MATERIALS a. Forms: Either steel or wood, of size and strength to resist movement during concrete placement and to retain 'horizontal and vertical alignment until removal. Use forms that are straight and free of distortion and defects. Use flexible spring steel forms or laminated boards to form radius bends as required. Coat forms with non-staining form release agent that will not discolor or deface the surface of the concrete. b. Welded Wire Mesh: Welded plain cold-drawn steel wire fabric, ASTM A 185. Furnish in flat sheets, not rolls, unless otherwise acceptable to the Engineer. c. Reinforcing Bars and Dowels: Deformed steel bars, ASTM A 615, Grade 60, unless otherwise shown. d. Concrete: Comply with applicable requirements of Division 3 Sections for concrete mix design, sampling and testing, and quality control, and as herein specified. 1. Compressive Strength: 3000 psi, minimum at 28 days. 2. Slump: 4 inches. 3. Air Content: 5% to 8% 28-03 EXECUTION a. Inspection: Examine the areas and conditions under which concrete curbs, walks and paving are to be installed. Notify the Architect in writing of conditions detrimental to the proper and timely completion of the work. Do not proceed with the work until unsatisfactory conditions have been corrected in an acceptable manner. 28-01 80-40 SECTION 28 Continued b. Surface Preparation: Remove loose material from the compacted subbase surface immediately before placing concrete. c. Form Construction: Set forms to the required grades and lines, rigidly braced and secured. Install sufficient quantity of forms to allow continuous progress of the work and so that forms can remain in place at least 24 hours after concrete placement. d. Reinforcement: Locate, place and support reinforcement as shown. e. Concrete Placement General: Comply with the requirements of Division 3 Sections for mixing and placing concrete, and as herein specified. Moisten subgrade as required to provide a uniform dampened condition at the time concrete is placed. f . Jo i n t s 1. General: Construct expansion, contraction, and construction joints true-to-Jine with face perpendicular to surface of the concrete, unless otherwise shown. Construction of transverse joints is at right angles to the centerline, unless otherwise shown. When joining existing structures, place transverse joints to align with previously placed joints, unless otherwise shown. 2. Contraction Joints: Form joints in fresh concrete by grooving top portion with a recommended cutting tool and finishing edges with a jointer. (Tooled joints) 3. Construction Joints: Coordinate work so as to end pours at expansion joints or at other natural terminations. 4. Expansion Joints: Provide premolded joint filler for expansion joints abutting concrete curbs, structures, walks and other fixed objects, Locate expansion joints at 20 ft. on center for each continuous run of curb, walkway or paving slab unless otherwise shown. Extend joint filler full width and depth of joint, and set flush with finished surface. Furnish joint fillers in one- piece lengths for the full width being placed, wherever possible. g. Concrete Finishing 1. After striking-off and consolidating con~rete, smooth the surface by screening and floating. Use hand methods only where mechanical floating is not possible. Adjust the floating to compact the surface and produce a uniform texture. 28-02 80-40 SECTION 28 Continued 2. After floating, test surface for trueness with a straight-edge. Distribute concrete as required to remove surface irregularities, and refloat repaired areas to provide a continuous, smooth finish. 3. Work edges of slabs, back top edge of curb, and formed joints with an edging tool, and round as shown. El iminate any tool marks on concrete surface. 4. After completion of floating and when excess moisture or surface sheen has disappeared, complete surface finishing by applying an fmitationkeystone finish (no color added) on walks. Drive pad and curbs ~ broom finish. h. Curing: Protect and cure finished concrete paving, complying with applicable requirements of Division 3 Section. Use moist-curing methods for initial curing whenever possible. i. Repairs and Protections: Protect concrete from damage until acceptance of work. Exclude traffic from pavement for at least 14 days after placement. When construction traffic is permitted, maintain pavement as clean as possible by removing surface stains and spillage of materials as they occur. Sweep concrete pavement and wash free of stains, discolorations, dirt and other foreign materials just prior to final inspection. 28-03 80-40 SECTION 2C ASPHALT CONCRETE PAVING 2C-01 GENERAL a. Related Document: All prOVISions of the Contract, including General Provisions and Special Provisions, apply to the work specified in this Section. b. Description of Work: The extent of asphalt concrete paving work is shown on the Drawings. c. Refer~e Spcifications: Florida Department of Transportation "Standard Specifications for Road and Bridge Construction". d. Supmittals 1. Material Certificates: Asphalt Concrete Paving: Provide 2 copies of material certificates signed by the material producer and the Contractor, certifying that each. material item complies with or exceeds, specified requirements. 2. Asphalt Cement: Submit laboratory mix design of asphalt cement to be supplied and test reports indicating the final product meets the FOOT criteria. e. Job Conditions 1. Weather limitations: Apply prime and tack coats only when ambient temperature is above 500 F., and when temperature has not been below 350 F. for 12 hours immediately prior to application. Do not apply when base is wet or contains an excess of moisture. 2. Construct asphalt concrete surface course only when atmospheric temperature is above. 400 F., and when base is dry. 3. Grade Control: Establish and maintain required lines and elevations. 4. Subgrade: Compact to 95% of maximum dry density as determined by the Proctor Compaction Test ASTM 1557. 2C-02 PRODUCTS a. Materials 1. General: Use locally available materials and gradations which exhibit as satisfactory record of previous installations. 2. Base Course Aggregate- Clean Fla. Oolithic limerock (FOOT Sec. 911). 2C-Ol 80-40 SECTION 2C Continued 3. Asphalt Cement: FOOT Specs. Section 332 for Type I I, Asphaltic Concrete (Paragraphs 332-1, 332-2, and 332-3). 4. Prime Coat: Cut-back asphalt type. 5. Tack Coat: Emulsified asphalt. 6. Wheel Stops: Supply precast concrete wheel stops where indicated on the Drawings. Manufacturer's standard design with holes for anchoring with bars (2) driven through stop into paving. 7. Pavement Edge Strips: Wood edge strips of #2 pressure treated Southern Yellow Pine treated in accordance with Table I I I of FS-TT-W-571. 8. Asphalt Pavement Sealer: To comply with Fed. Spec. #R-p-355d(GSA-FSS). 2C-03 EXECUTION a. Inspection Examine areas and conditions. Notify Architect in writing of unacceptable conditions. Do not proceed until unsatisfactory conditions have been corrected. b. Surface Preparation 1. Remove all loose material from compacted subbase surface immediately before applying prime coat. 2. Proof roll prepared subbase surface to check for unstable areas and areas requiring additional compaction. 3. Base Course: Install as per FOOT Spec. 6" thickness or as otherwise shown. (a) Limerock base: FOOT Section 200 (b) She 11 base: FDOT Sec t ion 250 4. Prime Coat: Apply 0.20 to 0.50 gallon per square yard over compacted subgrade. Apply material to penetrate and seal, but not flood, surface. Cure and .dry as long as necessary to attain penetration and evaporation of volatile liquids. 5. Tack Coat: Apply to contact surfaces of previously constructed asphalt and surfaces abutting or projecting into asphalt concrete pavement, at rate of 0.05 to 0.15 gal. per sq. yd. 2C-02 80-40 SECTION 2C Continued c. Aspahlt Cement Place asphalt concrete mixture on prepared surface, FOOT Spec., Section 330. Place inaccessible and small areas by hand. Place each course to required grade, cross-section, and compacted thickness. Place to a compacted depth of not less than one inch. Immediately remove any asphalt form other surfaces with solvent. d . Ro 11 i ng I. General: Begin rolling when mixture will bear roller weight without excessive displacement. Perform breakdown, second and finish rolling, FOOT Specs., Section 330. 2. Compact mixture with hot hand tampers or vibrating plate compactors in areas inaccessible to rollers. 3. Patching: Remove and replace paving areas mixed with foreign materials and defective areas. Cut-out and fill with fresh, hot asphalt concrete. Compact by rolling tomaximum surface density and smoothness. 4. Protection: After final rolling, do not permit vehicular traffic on pavement until it has cooled and hardened. 5. Erect barricades to protect paving from traffic until mixture has cooled and attained its maximum degree of hardness. e~ Parking Stall Markings 1. Cleaning: Sweep and clean surface to eliminate loose material and dust. 2. Striping: Use a white chlorinated-rubber base traffic lane marking paint, factory mixed, quick-drying,and,inon-bleeding, complying with FS-TT-P-115, Type III. 3. Apply paint with mechanical equipment to produce uniform straight edges. Apply in 2 coats at manufacturer's recommended rates. f. Field Quality Control I. General: Test the in-place asphalt concrete courses for compliance with requirements for thickness and surface smoothness. Repair or remove and replace unacceptable paving as directed by the Contracting Officer. Tests shall be made by an independent laboratory and paid for by the Contractor. Submit copies of test results to the Contracting Officer. 2C-03 80-40 SECTION 2C Continued 2. Surface Smoothness: Test finished surface of each asphalt concrete course for smoothness, using 10 foot straightedge applied parallel with and at right angles to centerline of paved area. Surfaces will not be acceptable if exceeding tolerances for smoothness of 3/8 inch. g. Asphalt Pavement Sealer 1. Apply sealer to new and existing asphalt pavement after curing period recommended by manufacturer. 2. Apply sealer in accordance with manufacturer's recommendations. 3. Take care not to let sealer come in contact with surfaces other than asphalt. Immediately clean thoroughly with solvent. 2C-04 80-40 SECTION 3A CONCRETE FORMWORK 3A-Ol GENERAL: a. The Requirements ofJbe General, Supplementary, and Special Conditions are hereby made a part of this Section. 1. Standards: Unless otherwise indicated, all materials, workmanship and practices shall meet all requirements of the following standards: (A) Standard Building Code, latest Edition as amended for Monroe Cou~ty. (B) ACI 347-78 Recommended Practice for Concrete Formwork. 2. Responsibility: The Contractor shall be responsible for the design and engineering of formwork and shoring and for safe practice in its use and removal. 3. Tolerances: Completed work shall be within the tolerances suggested in ACI 347. Provide camber as necessary to compensate for antici- pated deflections due to weight and pressure of fresh concrete and other construction loads. 3A-02 PRODUCTS: a. Plywood: Unless otherwise indicated, forms shall be PLYFORM, Class 1, BB-Exterior Type; mill oiled and edge sealed. Thickness shall be as required to suPPort concrete at the rate placed but shall not be less than 5/8 inch. b. See Sectron 7A~ c. Form Ties shall be of a commercially manufactured type constructed so that the ends or end fasteners can be removed without causing spalling at the face of the concrete. After the ends of form ties have been removed, the embedded portion of the ties shall terminate not less than 2 diameters or twice the minimum dimension of the tie from the formed faces of the concrete except that in no case shall this distance be less than 3/4 inch. d. Form Coating shall be an approved type ~hich will not stain or discolor concrete, leave a residue or adversely affect the bond of the reinforcing. Form coating shall be compatible with the sealer hardener used. e. Keyed Kold Joint Form by Burke Company for floor slab construction. 3A-03 EXECUTION: a. Forms shall be sufficiently tight to prevent loss of mortar from the concrete. b. Adjustment: Provide positive means of adjustment of shores and struts and take up all settlement during concrete placing. Brace forms securely against lateral deflection. 3A-Ol .80-40 SECTION 3A Continued c. Preparation of Form Surfaces: Clean forms after each use. Apply form coating and remove all excess coating before reinforcing steel is placed. d. Runways for moving equipment shall be supported directly on the formwork and not on reinforcing steel or bar supports. e. Form Removal: Formwork for col umns and sides of beams, not supporting ,the weight of concrete, may be removed as soon as concrete has hardened sufficiently to resist damage from removal operations. f · Shoring Removal: Shores and forms for slabs and beams bottoms shall remain in place until concrete has attained a strength of 2500 psi, but in any event at least 7 days. 9 · Membrane: Provide polyethylene film under slabs formed on fill. Lap sheets six inches in the direction of spreading concrete. Excercise care not to puncture film. 3A-02 80-40 SECTION 3D CONCRETE REINFORCEMENT 3B-OI GENERAL: a. The requirements of the General, Supplementary, and Special Conditions are hereby made a part of this Section. 1. Standards: Unless otherwise indicated, all materials, workmanship, and practices shall meet all requirements of the following standards: (A) Standard BufTdJ-ng Code, latest Edition as amended for Monroe County. (B) ACI 318-77 Building Code Requirements for Reinforced Concrete. (C) CRSI Manual of Standard Practice, 22nd Edition. 2. Submittals: Submit complete shop drawings for approval including bar lists and placing drawings. Shop drawings shall show type, spacing and location of bar supports and shall indicate that rein- forcing is Grade 60 and of USA manufacture. Do not begin fabrication until approval has been received. 3B-02 PRODUCTS: a. Materials: 1. Reinforcing Bars : Deformed bars of new billet steel conforming to ASTM A61S-72, Grade 60, USA manufacture. 2. Welded Wire Fabric: ASTM A185-72, bright, unless otherwise noted on drawings. 3. Bar Supports: Class.c - Plastic Protected Bar Supports, as described in Chapter 3 of the CRSI Manual of Standard Practice. Plain pre- cast concrete block bar supports (3" X 3" X 2") for mesh in slabs on fill. b. Fabrication shall meet all requirements of the specified standards. Unless otherwise indicated, all hooks shall be standard hooks. Temperature bars shall be lapped 12 inches at splices. All other bars shall be spliced only as indicated on drawings. 3B-03 EXECUTION: a. Bar Supports: Place bar supports in accordance with the requirements . of Chapter 3 of the CRSI Manual of Standard Practice. 3B-01 80-40 SECTION 3B Continued b. Supports for Welded Wire Fabric: Provide precast concrete bar supports for welded wire fabric. c. Placing Reinforcing shall be done in accordance with Chapter 8 of the CRSI Manual of Standard Practice except that splices will be permitted only as indicated on the drawings and approved shop drawings. d. Placing Welded Wire Fabric: Splices shall be as indicated on the drawings, but not less than 6". 3B-02 80-40 SECTION 3C CAST-IN-PLACE CONCRETE 3C-Ol GENERAL: a. The requirements of the General, Supplementary and Special Conditions which form a part of these Specifications are hereby made a part of this Section. b. Standards: Unless otherwise indicated all materials, workmanship and practices shall meet all requirements of the following standards: 1. Standard Building Code, latest Edition, as amended for Monroe County, 2. ACt 3J8~77, Building Code Requirernentsfor Reinforced Concrete. c. Plant Qualification: Ready-mixed concrete plant equipment and facilities shall meet all requirements of the Check-List for Certification of Ready-Mixed Concrete Production Facilities of the National Ready-Mixed Concrete Association and ASTM C 94-71. d. Submittals: The fOllowing information shall be submitted for approval. No concrete shall be supplied until submittal has been approved. 1. Plant Qualification: Submit a letter stating that plant equipment and facilities meet the specified requirements. 2.. Design Mix: Submit for approval a design mix prepared by qualified persons. Subject to the ~imits sp~cified herein, the design of the mix shall be the responsibility of the Contractor. Approval of the mix is required only as evidence that it has been prepared by qualified persons and that the limitations specified herein have been met. Such approval shall in no way alter the responsibility of the Contractor to furnish concrete meeting the specified requirements relative to strength and slump. 3C-02 PRODUCTS: a. Materials: 1. Cement: ASTM C 150-74 Type I, USA manufacture. 2. Aggregates: ASTM C 33-74. 3. Water: Clean and free from injurious amounts of deleterious matter. 4. Water Reducing and Retarding Admixture: .ASTM C 494-71, Type D. 5. Curing Compound: ASTM C 309-74, Type 1. The compound shall be comp1tible with the form coating agent and shall be compatible with f~Te gFmt8~~fA9gtggefl,te gags~aaJAt~~ta~~Yna7IY affect the bond of 6~ Sealer; For all exposed slabs - Hardener/S~aler as manuiactured by Standard Drywall Products (Thoro-System), or Anti-Hydro. 3C-Ol 80-40 SECTION 3C Continued b. Mixes: 1. Slump: 4 inches plus or minus one inch. 2. Strength: 3000 psi at 28 days. c. Production of Concrete: Concrete shall be ready-mixed and shall be batched, mixed, and transported in accordance with ASTM C-94-7l except as otherwise indicated. d. Addition of Admixture: Add and measure admixture as recommended by the manufacturer. Subject to the Project Engineers approval. e. Modification of the Mix: The producer of the concrete shall be responsible for the mix until it has been discharged from the truck. No addition of water or other modification of the mix shall be made except by a qualified and responsible representative of the concrete producer. Air entrainment admixtures will not be permitted. 3C-03 EXECUTION: a. Conveying: Handle concrete from truck to place of final deposit as rapidly as practicable by methods which will prevent segregation or loss of ingredients and in a manner such that the required quality of the concrete is maintained. Place no concrete more than .90 minutes after mixing of that particualr batch has begun. b. Placing: Place concrete continuously in layers of such thickness that no concrete will be deposited on concrete that has hardened sufficiently to cause the formation of seams or planes of weakness. Do not subject concrete to procedures which will cause segregation. Wait at least two hours after depositing concrete in columns and walls before depositing concrete in beams and slabs supported thereon. c. Consolidation: Consolidate concrete by vibration in combination with spreading, rodding, and forking so that concrete is thoroughly worked around reinforcement and embedded items and into the corner of forms, eliminating honeycomb, planes of weakness, and stone or air pockets. Vibrators shall have a minimum frequency of 8000 vibrations per minute. Keep a spare vibrator on the site during placing operations. d. Protection: Place no concrete under water. Do not allow rainwater to increase mixing water nor damage the surface finish. Protect concrete from construction overloads. e. Forms: 1. It shall be the responsibility of the Contractor to provide properly designed shores and forms to safely support the weight of the concrete and construction loads placed thereon, conform to the shape, lines and dimensions of the members as called for on plans, and be substan- tial and sufficiently tight to prevent leakage. Provide lateral bracing for walls and columns. 3C-02 80-40 SECTION 3C Continued 2. The minimum form removal time is as follows: See Section 3A "Concrete Formwork", 3. After removal of forms, there shall be no patching before inspectio? and approval by the Project Engineer. Extensive areas of honey- comb may be required to be chipped out and repaired with pneumatically applied concrete. 4. Forms shall have removal panels if necessary, so that they may be cleaned of debris before concrete is poured. 5. Forms shall be either wetted before pouring, or oiled with stainless materials, depending on the finish to be applied later. In the latter case, the form oil must be applied before reinforcing steel is placed. f. Repair of Surface Defects: 1. General: Repair surface defects including tie holes immediately after form removal. Remove all honeycombed or other defective concrete down to sound concrete. If chipping is necessary, undercut edges. No featheredges will be permitted. Dampen the area to be patched and the additional area at least six inches wide surrounding it. 2 · Bonding Grout: Use a mixture of one part cement to one part sand passing a No. 30 sieve and having the consistency of thick cream, Brush grout well into the surface after surface water has evaporated. 3. Patching Mortar shall be made of the same materials and approximately the same proportions as used for the concrete except that the coarse aggregate shall be omitted and the mortar shall consist of not more than 1 part of cement to 2-1/2 parts sand by damp loose volume. Use no more mixing water than necessary for handling and placing. Mix pat~hing mortar in advance and allow it to stand, manipulating it frequently with a trowel without adding water until it has reached the stiffest consistency which will permit placing. 4. Placing Patching Mortar: Apply mortar after bonding grout begins to lose its sheen. Consolidate mortar in place and strike off so as to leave the patch slightly higher than the surrounding surface. After leaving the mortar one hour to permit initial shrinkage, give it a final finish. g. Finish of Formed Surfaces: Formed surfaces shaJJ. have a smooth, hard, uniform texture. Patch tie holes and defects. Completely remove all fins. 3C-03 80:!.O SECTION 3C Continued h. Slab Finishes: All slabs shall be true planes within 1/8 inch in ten feet and shall be level or sloped as indicated. All floor slabs shall receive a smooth, 2 pass steel trowel finish, unless otherwise indicated. Exterior sidewalks to receive simulated keystone finish, nO,color added. i. Curing: Immediately after surface defects have been repaired, all exposed surfaces including slabs, walls, beams and columns shall receive a coat of curing compound applied in accordance with the manufacturer's instructions. j. Field Quality Control: A testing laboratory retained by the Owner shall make tests on each 50 cu. yds., or portion therof, poured. Minimum of one test per days pour. A test shall consist of the following: 1. Slump Test: At point of delivery in accordance with ASTM C 143. 2. Strength: 5 standard 6" x 12" cylinders to be made and cured in accordance with ASTM C 31. Test cylinders in accordance with ASTM C 39, 2 at 7 days and 3 at 28 days. Tests failing to meet specified requirements shall be paid for by the Contractor. k. Evaluation and Acceptance of Concrete will be in accordance with ACI-3I8. 1. Walls and other concrete members that remain free-standing or unbraced at the time the erection of structural steel is to begin, shall be. suit- ably braced to prevent displacement or damage dur.ing erection of the steel. . It shall be the Contractor's responsibility to provide adequate protection for these members. 3C-04 80-40 SECTION 3D CONCRETE ROOF SLAB (LIGHTWEIGHT) AND INSULATION 30-01 GENERAL a. Guarantee: At completion, provide certficate jointly signed by Processor and Applicator stating that the installation is in accordance with the Standard Specifications of the Zonolite Institute. 30-02 PRODUCTS a. Cement: ASTM C 150-67, Type I II, USA manufacture. b. Aggregate: Zonolite aggregate conforming to ASTM C 332-66. c. Water: Potable d. Air Entraining Agent: Standard solution or material. recommended by the Zonolite Institute. e. Insulation Board: Insulperm cellular polystyrene board, 211 thickness. f. Vent Stacks: As required and approved by manufacturer. 30-03 EXECUTION ao Zonolite Concrete 1. Mix Zonolite concrete in accordance with manufactur~r's recommendations for a 1:6 mix ratio to obtain a compressive strength of 125 psi. Oven dry density: 25-30 pcf. 2e Convey and place by methods which will prevent segregation, loss of material or serious loss of air content. 3. Screed in a continuous operation until the placing of a panel or section is complete. Do not rod, tamp, vibrate or steel trowel. 4. Protect for a minimum of 3 days to prevent rapid drying. Built-up roofing shall not be installed for a minimum of 7 days. 30-01 80-40 SECTION 4A MASONRY (CONCRETE BLOCK & MORTAR) 4A-Ol GENERAL: a. All concrete block work. b. Set angles, sleeves, anchors, inserts, ties, etc., required to be built into masonry work. 4A-02 PRODUCTS:. a. Portland Cement: ASTM Designation C-150, Type I, white or gray, as required. b. Masonry Cement: ASTM Designation C-91, Type 2. c. Hydrated Lime: ASTM Designation C-207. d. Sand: ASTM Designation C-144, modified so that 100% passes a #8 sieve and not more than 15% passes a #100 sieve~ e. Water: City water f. Wall Reinforcement: Dur-O-Wall, Standard #8, galvanized after fabrication, comply with material requirements of ASTM Standards A-82 for high tensile steel. g. Masonry Anchors: Zinc alloy, dovetai I type, .022" thick for column. slots and 1211 ga., 1" wide for anchor straps. h. Waterproofing: Omicron, manufactured by Master Builders, or SEC #1, manufactured by Sec. Manufacturing Co. i. Concrete Block: ASTM C-90, except that moisture content requirements shall be modified as stipulated in Specification CM~1 of the Florida Concrete and Products Association, Inc., weight of concrete more than 100 Ibs. per cubic foot, sizes as shown. Use special blocks at corners, jambs, etc. 4A-03 EXECUTION: a. Mortar: ASTM C-270, Type M (2500 psi), with waterproofing added in accordance with the manufacturer's recommendations to all mortar for exterior work. b. Concrete Block Walls and Partitions: 1. Each course shall be solidly bedded in mortar with vertical joints slushed full, finished joints 3/8". 2. Masonry work above floor slab shall be erected before abutting columns and beams are poured. Do not use square end block abutting concrete columns. 4A-Ol 80-40 SECTION 4A Continued 3. Exterior and interior masonry walls above floor slab shall be reinforced by placing Our-Q-Wall in first and second bed joints (8" o.c.) above ,and below all openings, and in every other joint (16" a.c.) throughout remainder of wall. Where columns are to be poured after the masonry has been erected, the reinforcement shall extend at least 6-" into concrete columns. Our-Q-Wall in first bed joint immediately above and below openings shall be continuous. In second bed joint, it shall extend 21 beyond each side of opening. Reinforcing shall be lapped sufficiently at spl ices (16" minimum) to insure continuity_ Corn\~rs shall be cut and bent. 4. Exterior masonry walls below floor slab shall not be bonded to the structure, and no masonry reinforcement or-anchors shall be used. Abutments to-Columns and floor slab above shall have 1/211 expansion joint material placed in joints in lieu of mortar, full depth of units. 5. Concrete masonry units shall not be wetted before laying. Masonry shall be plumb, true to line, level, and accurately spaced, with each course breaking joints with course next below. Bond pattern shall be kept plumb throughout. Spaces around metal door frames and other built-in items in masonry shall be filled solid with mortar~ Anchors, wall plugs, accessories and other items required to be built in with masonry shall be built in as the- masonry work progresses. Corners and reveals shall b~ plumb and true. c.. Protection During Construction: Masonry work shall be protected from damage, both to appearance and structural stability, at all times. When rain is iminent and the work di'scontinued, the top of exposed masonry walls shall be covered with a strong water proof membrane, well secured in place. Adequate protection against damage to masonry walls resulting from wind'action during erection, shall be the responsibility of the Contractor and any walls damaged by such causes shall be replaced at no expense to the Owner. d. Unfinished work shall be stepped back for joining with new work. Toothing may be resorted to only when specifically approved by the Project Engineer. Before new work is started, loose mortar shall be removed and the exposed joint thoroughly wetted before laying new work. 4A-02 79-12 SECTION SA MISCELLANEOUS METALS SA-Ol GENERAL: a. Work described in this section includes: (I) All miscellaneous metals indicated or required to complete the work and not specified in other sections. (2) Supplementary structural steel and miscellaneous metals incor- porated in the project and shown on the architectural drawings. (3) Miscellaneous metal items which are fully described on the drawings and not necessarily named herein, but shall be provided as shown and subject to appl icable requirements of this section. (4) All miscellaneous metals required to complete the work, whether or not specifically named herein or shown on the drawings. (5) See Mechanical Specifications' for metal door louvers and others that are a part of the air conditioning and ventilation systems. b. Submit shop drawings in accord with the contract conditions. Indicate fabrication, assembly and erection details, sizes of members, profiles, fastenlngs, support and anchors, patterns~ clearance, connection to other Work~ 5A-02 'MATERIALS: a. General; Material shall be free from defects impalring strength, durability or appearance of best commercial quality for purposes spectfied! tt shall have structural properties to safely sustain or withstand strains and stresses to which normally subjected. Exposed surfaces throughout the building shall have the same inherent texture and color for like locations. Fastenings shall, insofar as practicable, be non-corrosive, non-staining and concealed. Fastenings which must be exposed shall be of the same materials, color and finish as mater- fal to which applied, shall be countersunk and finish flush. Exposed welds shall be ground smooth to form a neat uniform fillet without weakening base metal. Unexposed welds shall have all slag removed before applying shop coating. Moulded, bent or shaped members shall be formed with clean sharp arrises, wit~out dents, scratches, cracks or other defects. Provide all anchors,Obolts, shims and accessory items required for building into or fastening to adjacent work. b. Painting and Protective Coating: Ferrous metal shall be properly cleaned and given one shop coat of redoxideor zinc chromate primer. Anchors that are built into masonry shall be coated with asphalt paint unless specified to be galvanized. Metal work to be encased in concrete shall be left unpainted unless specified or noted otherwise. Welds exposed - pri"me with "Galvicon". All exposed exterior ferrous metals shall be hot dip galvanized after fabrication. SA-OJ 80-40 SECTION SA Continued c. Steel: Structural steel shapes, plates and bars shall meet ASTM A-36. Other steel shall be mild steel. d. Access panels in drywall: "sLlco" or equal, Style UGH non-rated wall; Style "F" in rated walls - see AIC specifications. e · Roof S c hut tIe: B i 1 co Type II N B-2 0 I I, 2 I - 0' 1 X 4' - 61', gal van i zed s tee I , prime coated, 14 gauge cover and curb and 22 gauge cover liner, 12" high curb with 3-1/2" perforated for securing to deck and integral capflashing, same as curb - all full welded. Curb insulation - I" fiberboard (rigid), and cover - 1" fiberglass, metal liner protected. Scuttle equipped complete, with automatic hold-open arm, compression spring operators, positive snap latch, handles, padlock hasp, etc. Install per manufacturer's directions. Deliver 5 year manufactuer's guarantee to Engineer upon completion. ft .Telescoping stair shall be of steel construction equal to "Stair-scape" as manufactured by Auciel10 Iron Works, Inc., Hudson, Mass., Model #8-24543 with gravity descent spring mechanism, access type, for an 11 '-4" ascent, with aluminum bottom cover. g. Metal roll-down storm shutters shall be manual crank operated hot dipped galvanized steel coiling type as mfg. by tlRoladenll or approved equal, where shown. All other glazed and grilled openings shall be fitted with interlocking hot dip galvanized sheet steel storm shutters by "Robinson Shutter CO.II, Miami, FL, or approved equal. Gauges, fastenings, etc. shall be capable of withstanding 125 MPH minimum wind pressure. Submit certificate and guarantee. h. Ornamental grillwork and railings for wheelchair ramp and porch stairs shall be of one hour anodized (black) 6063 T-5 aluminum to shapes, sizes, and configurations shown, complete with all anchors and accessories for complete installation. Job measure. Set railings in "Por-Rocll. i. Pipe Rails - Hot dip galvanized, 1-1/2" o.d., welded, set in "Por-Roc'l, pa I, nted ~ SA-03 EXECUTION: a. Assemble each item in the shop checking field dimensions and establishing proper tolerances for joints. Disassemble work only to the extent required for shipping and reassemble in the field. 5A-02 80-40 SECTION SA Continued b. Tolerances for Exposed Work: Machine field and shop assemble mechanical joints to fit within + 1/32". Install freestanding items to + l/ltll of correct position. Items enclosed or recessed in finished surfaces shall be centered in openings. Sizes of each element of an assembly shall be correct wi'th{n 1/8". Total size of an enclosed assembly shall be correct within 1/4", (clear of opening not more than 1/8" all round). Total size of a free-standing assembly shall be correct within 1/21'. No part of hole shall show around screws, bolts and -no extra (unused) holes shall show on faces of items. c. Rigidly secure items in accord with approved shop drawings, plumb, level and true to line. Touch-up prime on ferrous metal prior to installation, isolate non~ferrous metals from dissimilar materials with full coating of heavy-bodied asphaltic paint. SA-03 80.40 SECTION 5B STRUCTURAL STEEL 5B-01 GENERAL: a. Standards: Except where otherwise indicated, conform all materials, workmanship and practices to the following: 1. Codes of Standard Practice for Steel Building AISC - latest edition. 2. Specification for the Design, Fabrication and Erection of Structural Steel for Building AISC - latest edition. 5B-02 PRODUCTS: a. Materials: 1. General: All new steel of USA manufacture conforming to ASTM A 36. 2. Shapes, bars, rod, plates: ASTM A 36 3. Pipe, square and rectangular tube columns: ASTM A 501. 4. Bolts: ASTM A 307. 5. Welding Electrodes: E 70 Series.. 6. Paint: Zinc chromate primer, or Red Oxide. 7. Galvanizing: Hot dip, ASTM A 123-65. (All exterior materials) b. Fabrication: 1. Shop, Drawings: Do not pegin fabrication until shop drawings and erection drawings have been approved by Project Engineer. 2. Substitution of members: With approval of Project Engineer. 3. Splices: Not permitted except where shown on the plans. 4. Shop connections: Welded unless otherwise indicated. 5. Welding: Welders - Carry evidence of qualification within past 12 months under AWS proc€dure for type of work required. 6. Galvanizing of exterior material: Hot-dipped galvanized after fabrication in accordance with ASTM A 123-65. 5B-Ol 80-40 SECTION sa Continued 7. Shop painting of surfaces not to be encased in concrete: Steel Structures Painting Council's Paint System SSPC-PS-l, one coat system, using the following: (A) Cleaning: Hand or power tool. (B) Primer: One coat of zinc chromate, or Red Oxide. 5B-03 EXECUTION: a. Tolerances: Meet such closer tolerances as may be required by special details or methods of erection in addition to tolerance requirements by Standard specified above. b. Field Connections: Bolt unless specified otherwise. See requirements for Welders' qualifications above. c. Touch-Up abrasions, weld-scars and other breaks in the shop coat after erection is complete. 5B-02 80-40 SECTION 6A LUMBER AND CARPENTRY 6A-Ol GENERAL a. Submit shop drawings in accord with the contract conditions. Shop drawings for prefabricated wood trusses, including calculations, shall bear the seal and signature of the designing Engineer registered in the State of Florida. be Qualifications of Manufacturer: Prefabricated Wood Trusses shall be manufactured by a licensed and recognized fabricator of wood trusses. c. Coordinate the work in this Section with that of all other trades. The work shall include all carpentry, both temporary and permanent, as shown and specified. Provide cutting and add carpenter assistance required for other trades. d. Grade mark each stock unit of lumber in accord with the association under whose grading rules it is produced and in accord with Department of Commerce simplified practice recommendation R16. e. Moisture Content: Maintain moisture content of lumber and plywood within the requirements of the association under whose grading rules it is produced. Mo~ture shall not exceed 19 percent. f. Deliver, handle and store lumber and other materials specified herein to prevent damage. Place lumber off ground in such manner as to insure proper drainage, ventilation and protection from the weather. ga Provide certification of specified treatment from the approved treating plant. 6A~02 MATERIALS a. Water Borne Preservative Salt Treatments: Either clear. fluorchrome arsenate phenol mixture, TT-W535 at 0.35 pound per cu. ft., or clear copper chromate, TT-W-S46 at 0.50 pound per cu. ft. Do not use chromated zinc chloride. Apply water borne preservative salts to all wood members used in roof construction and all wood in contact with steel, concrete or masonry. b. Lumber: Lumber shall be Southern pine stress graded as follows: 1 · 2" d i men s ion (pu r 1 i ns) : No.2, Fb 1200 ps i m in i mum. 2. 3" and 4" dimension (heavy trusses and beams): No.1 Dense SR, Fb 1750 psi minimum, S45. 3. Prefabricat~~ trusses: use only stress graded lumber grade marked by a recognized grading authority for all truss members. 6A-Ol 80-40 SECTION 6A Continued 4 . 2 II and 3 t I nom i na I T & G 0 e c kin g, V - Pat t ern : S e 1 e c t, F b 1 200 psi minimum. Species other than Southern Pine which are equal or better in strength, workability and appearance may be substituted for the foregoing only with the Architects written approval. c. Grounds: "No. 2 Common" Douglas Fir, White Pine or Cypress, S45. d. Fastening devices for securing wood members shall be of sizes and types indicated on the Drawings as required to adequately anchor all members, and in accord with National Lumber Manufacturers Association and FHA minimum requirements. Provide casing or finishing nails for exposed work. e. Connector plates for prefabricated trusses shall be zinc coated sheet steel, 20 gauge minimum thickness, applied to both faces of the truss at each joint. f. Plywood: Exterior grade A-D plywood shall bear DFPA grade mark in accord with the American Plywood Association 6A-03 EXECUTION a. Fabrication: Fabricate all products of this Section in strict ~ aCGordance with the~erenced standards, the original design, and the approved shop drawings. b. Installation 1. Surface Conditions: (a) Prior to installation of work of this Section, carefully inspect the installed work of all other trades and verify that all such work is complete to the point where this installation may properly commence. (b) Verify that prefabricated structural wood may be erected in strict accordance with all referenced standards, the original design and the approved shop dr~wings. (c) In the event of discrepancy, immediately notify the Architect. (d) Do not proceed with installation in areas of discrepancy until all such discrepancies have been fully resolved. 6A-02 80-40 SECTION 6A Continued 2. Erection of Heavy Wood Trusses: (a) ..C> Use only that equipment which is of the proper design and capacity and only such personnel as are thoroughly skilled in such work and are completely famil iar with the planned method of erection. (b) Properly and adequately shore and brace all heavy wood trusses. All shoring and bracing to remain in place until roof purl ins have been installed and completely nailed. 3. Erection of Prefabricated Wood Trusses: (a) Use only that equipment which is of proper design and capacity and only such personnel as are thoroughly skilled in such work and are completely familiar with the planned method of erection. (b) Properly and adequately shore and brace all trusses as the erection progresses. All shoring and bracing is to remain in place until roof sheathing has been installed and completely na i 1 ed. (c) Trusses bearing on concrete beams shall be anchored at each end by nailing to strap anchors cast into the concrete. c~ Closely-fit, accurately set and rigidly secure carpentry items to required lines and levels. d~ Grounds shall be continuous and set back 1/211 from exposed edge of over-lapping finish. Set grounds straight and plumb or level and in true alignment. Install double grounds for wide pieces of trim. Where continuous grounds are not practicable, set spot grounds in plaster of paris not more than 12" on center. 6A-OJ 8 0 ~ L~ 0 SECTION 6B ARCHITECTURAL WOODWORK 68-01 GENERAL a. Related Documents: All provisions of the Contract, including General Provisions and Special Provisions apply to the work specified in this S~ction. b. Description of Work ). The extent of each type of architectural woodwork is shown on the Drawings and in Schedules. 2. "Architectural Woodworkl' is defined to include (in addition to items so designated on the Drawings) all miscellaneous exposed wood members commonly known as Finish Carpentry or Millwork, unless such items are specified under another Section of the Specifications. 3. The types of architectural woodwork include, but are not necessarily limited to, the following: (a) Wood base and trim (b) Wood fixed glass and door framing (c) Cabinetry and counter work (d) Wood ceilings c. Quality Assurance 1. Quality standards: Except as otherwise shown or specified, comply with specif'ied provisions of the Architectural Woodwork Institute (AW I) "Qua 1 i ty Standa rds". 2. Measurements: Before proceeding with woodwork required to be fitted to other construction, obtain measurements and verify dimensions and any shop drawing details as required for accurate fit. 3. Optimum moisture content: Kiln-dry woodwork to an average moisture content of 8% to 13% for interior woodwork, or as otherwise recom- mended by appl icable Qual ity Standards for the regional cl imatic conditions involved. d . S u bm i t tal s 1~ Manufacturer1s Data, Architectural Woodwork: Submit 2 copies of manufacturer1s specifications for each item of architectural woodwork. 2. Shop Drawings, Architectural Woodwork: Submit shop drawings showing location of each item, dimensioned plans and elevations,. large scale details, attachment devices and other components. Submit shop drawings for millwork. 68-01 80-40 SECTION 68 Continued 3. Certification, Architectural Woodwork: Indicate compliance with specified AWl Quality Standard and Grade and other specified requirements for materials and workmanship. 4. Samples, Architectural Woodwork: Samples wil.} be reviewed by the Architect for appearance and finish only. Compliance with all other requirements is the exclusive responsibility of the Contra~tor. Submit the following samples: (a) Plastic laminate: Submit manufacturer's standard samples. (b) Exposed hardware, one unit of each type and finish. e. Product Delivery, Storage ~nd Handling 1. Protect woodwork during transit, delivery, storage and handling to prevent damage, soiling and deterioration. 2. 00 not deliver woodwork, until painting, wet work, and similar operations which could damage, soil or deteriorate woodwork have been completed in installation areas. If, due to unforeseen circumstances, woodwork must be stored in other than installation areas, store only in areas which meet the requirements specified for installation areas. f. Job Conditions 1. Examination of substrate and conditions: The installer must examine the substrate and the conditions under which the work under this Section is to be performed, and notify the Contractor in writing of any unsatisfactory conditions. Do not proceed with work under this Section until unsatisfactory conditions have been corrected in a manner acceptable to the installer. 2. Advise Contractor of temperature and humidity requirements for woodwork installation areas. Do not install woodwork until the required temperature and relative himidity have been stabilized in installation areas. 3. Maintain temperature and relative humidity as required for a ~ tolerance of plus or mirus 1% of the specified optimum moisture content until woodwork receives specified finishes. Maintain temperature and humidity conditions until acceptance of the work by the Owner. 4. Protect installed woodwork from damage~yother trades until Owner1s acceptance of the work. Advise Contractor of required protection procedures. 68-02 80-40 SECTION 68 Continued 68-02 PRODUCTS a. Materials and Fabrication I. Millwork, General Requirements: Refer to the definitions in the specified quality standards for the following: (a) Exposed Portions: Provide materials as shown or scheduled and as further specified. (b) Semi-exposed Portions: Provide materials meeting the requirements for the specified Quality Grades. (c) Concealed Portions: Provide sound materials of any wood species. 2. Millwork for Plastic Laminate Finish (a) Plastic Laminate: Comply with the requirements of "Publication No. LOl'i by the National Electrfcal Manufacturer's Association (NEMA) for the following Horizont~l Surfaces: NEMA General-Purpose Type, nominal 0.0621' thickness. Post-formed Surfaces: NEMA Post-Forming Type, nominal 0.05011 thickness. " Vertical Surfaces: NEMA Vertcial-Surface Type, nominal 0.03211 thickness. Surface Finish: Provide plastic laminate of the color, texture and pattern shown or scheduled. rf not scheduled, provide as selected by the Architect from manufacturer's standard color and texture range. (b) Quality for Integral Work: Where plastic laminate finished elements are an integral part of wood casework, provide same Quality Code specIfied for other portions of casework. (c) Quality Standard for Isolated Work: AWl Section 400, Custom Grade. (d) Exposed Edges: Fabricate with plastic laminate matching other exposed surfaces, unless otherwise shown. (e) Cut openings in plastic laminate finished tops for equipment which is to be installed under other Sections of the Speci- fications. Verify size of opening with actual size of equipment to be used, prior to making openings. Form inside corners 68-03 80-40 SECTION 6B Continued to a radius of not less than 1/811. After sawing, rout and file cut-outs to ensure smooth, crack-free edges. Seal exposed edges after cutting with a waterproofing material recommended by the plastic laminate manufacturer. 3. Fixed Glass and Door Framing and Counter Trim: First Grade Ash or White Oak as graded by the National Hardwood Manufacturer's Association. 4. Wood Ceilings, Base, Trim and Counter Face: #1 Southern Pine; ceilings and counter face T & G - "V" Joint. 5. Cabinet Hardware: Hinges: Stanley #332 (US10B) Pulls: Stanley #4483 (US10B) Catches: Stanley #46 6B-03 EXECUTION a. Preparation 1. Condition woodwork to average prevailing humidity conditions in installation areas prior to installing. 2. Backprime woodwork on all surfaces which will be concealed with one coat of wood primer. Schedule delivery to allow time for application and drying of backprime coat before installation of woodwork. b. Installation 1. Install, plumb, level, true and straight with no distortions. Shim as required using concealed shims. 2. Cut'to fit unless specified to be shop fabricated or shop but to exact size. Where woodwork abuts other finished work, scribe and cut for accurate fit. Before making cut-outs, drill pilot holes at corners. 3. Distribute defects allowed in the quality grade specified to the best over all advantage, when installing job assembled woodwork items. 4. Installation of Millwork (a) Install millwork in a manner consistent with the specified Quality Grade to be plumb, level, true and straight with no distortions. Shim as required using concealed shims. (b) Secure to grounds, stripping and blocking with countersunk, concealed fasteners and bl ind nai 1 ing as requi red _for a complete installation. Scribe and cut for accurate fit to other finished work 6B-04 80-40 SECTION 68 Continued c. Adjust and Clean 1. Repair damaged or defective work as directed. 2. Clean exposed. interior and exterior surfaces. 3. Clean shop finished woodwork, touch-up finish as required and remove and refinish damaged or soiled areas of finish. 68-05 80-40 SECTION 7A ROOFING AND FLASHING 7A-01 GENERAL: a. Scope: Furnish and install all materials and labor required for a water tight installation of coal tar pitch built-up roofing over the "flatll areas of roof on this construction, and for the underlayment and roofing tile of the balance (major) portion. b. Coordinate work with other trades. Give sufficient notice for arrangements to be made where roofing operations will unavoidably interfere with other operations. Otherwise avoid any such encroachments - provide safety devices per code. c. Procure and pay for any permits, certificates reqired for this work. d. Guarantee: For all work,S years - renewable for an additional 5 years at Owner's option and premium payment at the conclusion of the first 5 years. Guarantees shall be on standard certificate forms and shall cover replacement/repair costs of labor and materials, from the roofing subcontractor and manufacturer for the periods involved. Roofs shall be bondable, with an Owner's option to have them bonded and pay the premium. Furnish manufacturer's statement that roofing has been installed per manufacturer1s requirements at Contractors cost. ]A-02 COAL TAR PITCH ROOFS (For all "level" decks) a. Work included: 1. No work~f this Section shall be performed without approval of the Project Architect. Roofing shall be applied by Roofer approved and recommended by manufacturer. 2. Moppings of bitumen between plies of felt shall cover uniformly entire lapped surface so that in no place shall felt touch felt and so exposed edges of felts become thoroughly embedded therein. 3. Cooperate with sheet metal man in appl ication of metal cap flashing. b. Inspect i on of surfaces: 1. Materials shall not be installed until the receiving surfaces are in proper condition to receive and support them. Receiving surfaces shall be even, smooth, sound, thoroughly clean, suffi- ciently dry to insure bonding of the materials to the surface, and free of def7cts that might adversely affect the application. 7A-Ol 80-40 SECTION 7A Continued 2. Carefully inspect all receiving surfaces to see that all work to be installed by other trades prior to installation of the roofing is complete and ready for the roofing to be installed. Examine all roof surfaces on or against which work is to be appl ied and notify Construction Manager in writing of any defects detrimental to roof insulation. Do not start work until defects have been corrected. Failure to make a report signifies acceptance of conditions. 3. . Roofing shall not be applied if weather is too cold, raining, or if any other donditions exist that will not permit proper application of roofing. Roofer shall not proceed with work until he gets approval from the Project Architect and has made prior arrangements for the Project Architect to be present at beginning of work. c. Temperatures: 1. Proper temperatures of asphalt shall be maintained as follows: Flat asphalt shall never be heated over 4000 F. 2. Provide approved thermometers and have kettleman in constant attendance. Manufacturer's precautions as to rapid heating, over- heating and maintaining maximum temperatures too long must be strictly followed. Temperature of material to be maintained at kettle will be determined by weight of mopping obtained, subject to stated maximum. d. Materials: (Approved Mfgrs.: Celotex, Koppers, Johns-Manville) 1. Roofing Materials: Approved high grade products shall be delivered to job in sealed original containers bearing manufacturer's name, brand, and Underwriters' Label. 2. At all roof areas install a tarred ;elt base sheet, nailed with approved fasteners at 12" o.c. each way, vented types. 3. Roofing over base sheet shall consist of 3 plies of #15 impregnated perforated roofing felts, 751bs./square of hot coal tar pitch with flood coat of 75 lbs./square of coal tar pitch for embedment of 400 lbs./square of gravel. 4. Flashing shall be applied in accordance with J.M. Specification #FE-l consisting of 1 ply asbestos felt and 1 ply of reinforced asbestos combination flashing sheet. 5. Cants and plates shall be #15 asbestos felt, secured as detailed. 7A-02 80-40 SECTION 7A Continued 6. Gravel shall be free of sand, dirt, clay loam and water, and shall be naturally rounded pebbles from 1/411 to 5/811 in size. White gravel topping shall provide complete coverage so that no roof material is exposed through gravel. Minimum coverage of 400 lbs./square. 7. At all roof areas install breathing type roof vents at one per 1000 sq. ft. (Tremco) 8. Expansion Joint Cover: Stainless steel .015. 9. Rectangular PVC rainwater leaders. 10. Roof Drains: Josam Roof Drains. 11. Waterproofing Materials: Tremproof 50 TM at masonry walls, where berm abutts exterior wall. See drawings for location. e. Membrane Venting: 1. Install breathing type roof vents at one per 1000 sq. ft. in strict accordance with mfgr's. recommendations. (Tremco) No point of roof shall be more than 3D' from a vent, set at high points. 2. Coordinate all work with insulating concrete pour requirements and curing. Do not begin work until the deck is certified ready for covering. f. Built-up Roofing: 1. Installation (a) Starting at the low point of the roof, mop solid the surface of roof insulation at the rate of 25 lbs. per square with hot coal tar pitch. Into the mopping, while hot, embed 3 plies of #15 tarred perforated roofing felt. Use starter strips 12" and 2411 wide followed by full width sheets. Lap each sheet 24-2/3" over the preceding sheet and mop full width of sheet with a continuous coating of coal tar pitch at the rate of 25 lbs./square so that felt does not touch felt. Broom each ply to insure embedment. (b) Extend all plies and cut off evenly as detailed by mfgr. (c) Over entire surface pour a flood coat of CeJotex Roofing (coal tar) Pitch at the rate of 75 lbs./square, and while hot, embed 400 lbs./square of specified gravel. 7A-03 80-40 SECTION 7A Continued 2. Materials: Not less than the following quantities of materials shall be used in constructing each 100 sq. ft. of roof area. #15 Coated Roofing Felts Coal Tar Interply Pitch Coal Tar Roofing Pitch, top pour Gravel 3 p lies 75 pounds 75 pounds 400 pounds 3. Slope roofing felts so as to promote drainage. See Architectural Plans. 4. If work is stopped before completion or at end of anyone dayls operation, exposed edges shall be sealed off with cut-o~f flashing of 15 lbs. felt extending 6" onto deck and mopped solid with coal tar pitch. Cut-offs must be removed when work is resumed. g. Flashing: 1. Installation (a) Install flashing in connection with built-up roofing, before top coating of coal tar pitch is applied, in angles formed where roof surfaces abut vertical surfaces, where metal counter flashing is shown as vertical surfaces and where required to make roof covering watertight in strict accordance with mfr. IS directions. (b) Apply all flashing and pitch pans in accordance with details. Provide pitch pans for conduits, metal equipment supports, and pipes penetrating roof that are not subject to vertical movement or vibration, and for other items projecting from or resting on roofs. Pitch pans shall be 16 oz. copper or stainless sheet steel, 26 gauge bottomless, not less tha-t 4" high, with 411 wide roof flanges. Roof flanges shall have closed corners soldered in. Top edges shall be hemmed down 1/4'1 inside. Pan shall provide minimum of 21t clearance from item surrounded. Coordinate pan size with various other trades. ".... Set pitch pan roof flange in full bed of coal tar pitch' roofing cement on roof membrane and secure in an appropriate manner. Cover roof flange with 2 layers of #15 felt feathered on flange and on roofing felts with each layer set in coal tar pitch plastic roofing cement. Cover felt stripping over flanges with sol id coat of hot pitch and cover with gravel as specified. 7A-04 80-40 SECTION 7A Continued Fill pitch pans 1" deep with coal tar pitch plastic roofing cement. Top out with coal tar pitch. Ref.: SMACNAArchi- tectural Sheet Metal Manual - Architectural Sheet Metal Specs. SMACNA. (c) In addition to 3 ply roofing, apply 2 layers of flashing, immediately around vents and other items penetrating roof. Extend outer edge of first ply not less than 3" and outer edge of second ply not less than 6" beyond edge of flange. (d) Base Flashing - Galvanized Metal 20 Gauge: All base flashing materials shall extend up to counter-flashing and vertical surfaces shall be primed. J.M. #FE-l or Celotex AB-20. Lay one layer of 15 lb. asphalt asbestos felt in hot asphalt (vert. and cant). Lay this layer of flashing in angle abutting vertical surfaces to height shown but not less than 8" above roof surface. Layer shall be laid with 311 end lap between adjoining strips with joints in layer well staggered. Each sheet shall extend onto roofing minimum of ...11 beyond cant beneath, in coal tar ptich. Over layer of felt (vert. and cant) apply uniform coat of steep asphalt into which embed layer of reinforced asbestos. Top of layers at vertical surfaces shall be sealed with plastic cement. Nail the flashing at 4" centers along the top edge and vertically at the laps with 1" nails through tin. Cover vertical laps with plastic cement and felt. Cover the roof edge of base flashing with a 4" wide strip of felt set and coated with coal tar pitch. (e) Cap Flashing: Centered on the top line of the base flashing and completely covering all nails, trowel a layer of plastic cement 1/811 thick and 511 wide. Apply a 411 strip of felt. 1hen trowel another layer of plastic cement 1/811 thick and 511 wide to a feather edge. (f) Roof Edgings and Stops: J.M. Spec. #FE-30. 7A-OS 80-40 SECTION 7B SHEET METAL 7 B - 0 1 G ENE RA L : a. The General Conditions and Supplementary Conditions apply to this Section of the Specifications. b. Work included: Provide flashing and counter flashing at areas indicated on drawings and specified herein. c. Related work under other sections: Air conditioning ductwork. 7B-02 MATERIALS: Materials shall meet or exceed requirements of the following Federal, ASTM and these Specifications: a. Metal Flashing, Counter Flashing, & Drips: Shall be E-l-Bend 18-8 Chrare Nickel Flashing as manufactured by Eastern Stainless Steel Co. with methods of installation and thickness of material in strict accordance with manufacturer's recommendations for various appl ications as indicated or required by drawings. b. Solder: Solder shall conform to stainless steel manufacturer's recommendations. c. Flux: Flux shall conform to stainless steel manufacturer's recommendations. d. Bituminous plastic cement shall conform to Fed. Spec. SS-C-153, Type I. It shall be delivered in the manufacturer's original sealed containers. e. Nails, screws, bolts, expansion shields, and other fastenings shall be of same metal as sheet metal or durable, non-staining compatible materials which are regularly recommended for the intended use. Nails shall be #10 gauge (.1010" diameter) or larger and long enough to penetrate wood 1". f. Bituminous Paint, Mil. Spec. Mil-P-6883. g. Aluminum Paint TT-P-38. h · C 1 eat s 0 r c 1 ips s h all be con c e ale d and s h a ,l~ 1 be 2 " wid e, m i n i mu m , and of the same material as flashings. i. Sheet metal shown on the drawings and not covered by the specifications shall be provided as necessary to produce a durable watertight installation. Joints shall be lapped, riveted, locked, or sealed as conditions warrant. Necessary reinforcement and accessories shall be provided. 78-01 80-40 SECTION 7B Continued 78-03 WORKMANSHIP: a. Surfaces to which sheet metal or sheet metal accessories are to be applied shall be even, smooth, sound, thoroughly clean and dry and free from all defects -that might affect the application. All cutting, fitting, drill ing and other operations in connection with sheet metal required to accommodate the work of other trades shall be performed as indicated on the drawings. All accessories essential to the complete~ess of the sheet metal installation shall be provided and such accessories shall be of .the same kind or compatible with the item to which appl ied; the type best suited for the intended use. b. Soldering and Seaming: Soldering shall be done slowly with well heated' coppers so as to thoroughly heat the seam and sweat the solder through the full width of the seam which shall show not less than 111 of evenly flowed solder. For all materials soldering shall follow immediately after application of the flux. All flat locked seams shall be soldered. c. Dissimilar metals shall be insulated with paint or material specified and shall not be placed in contact nor in position where drainage across them will occur. d. All sheet metal work shall be water and weathertight, with lines, arises, and angles sharp and true and plane surfaces free from waves and buckles, Workmanship shall be best quality, strictly in accordance with best practices and the directions and recommendations of the sheet metal manufacturers. 78-04 FLASH I.NG AND COUNTER FLASHING: a. Roofs. . i.n genera 1 wi 11 . be fl ashed wi ih roofing fe 1 t by Roofer; counter flashed with metal. b. Provide where flashing and counterflashing is called for or required. Provide flashings and vents stepped to pitch for proper drainage. c. Make up straignt runs of sheet metal using 8'-0" or 10'-.0" long sheets. Counterflashing shall lap roof flashing to within 1/2" of cant, or as detailed shall have bottom edge folded under 1/2" and shall be creased longitudinally at center of exposed surface just enough to produce spring action that will hold bottom edges firmly against flashing. d. Provide all flashing sheet metal splines, corner flashing and sill flashing where called for on plans, unless marked to be furnished by other trades. 78-02 80-40 SECTION 7B Continued PAINTING: 78-05 78-06 Paint bolts, nuts, and washers and nailers before installation of fascia or roof edges. CLEANING: Clean all sheet metal work after job completion by washing it with a 5% solution of washing soda. After cleaning, wash with clear water. Leave in acceptable condition for painter. 78-03 80-40 ~EGTIOl\r 7'c CAULI(II~G Ar~D SEALANTS 7"C-Ol GEi';ERAL: a. Definitions: (1) Sealant I A weatherproof elastomer used in filling and sealing joints, having properties of adhesion, cohesion, extensibility under tension, compressibility and recover, sahlI be designed to make joints air and water tight. Material is designed generally for application to joints at exterior of structures and to other joints subject to movement. (2) Caulking Compound. A material used in filling joints and seams, having properties of adhesion and cohesion, shall not be required to have extensibility and recovery properties, usually applied to joints at interior of structures. Material shall be applied in joints not subject to movement or weathering. (3) Caulking I The term is used here to denote the process of filling the joints, without regard to type of material. b. Submittals I Procure and forward"to the Owner a two year guarantee on sealant type caulking work against joint failure. Joint failure is defined as - leaks of air or water, evidence of loss of adhesion between sealant and joint edge, evidence of loss of cohesion, fading of sealant material, migration of sealant. Submit to Engineer schedule of materials for approval. . c. Store and handle materials so as to prevent the inclusion of foreign matter cr' the damage of materials by water or breakage. Procure and store in original containers until ready for use. Material showing evidence of damage shall be rejected. 7.C-02 MATERIALS I a. Primer, where required by sealant manufacturer, shall be a compound designed to insure the adhesion of sealant. Material shall be provided by the sealant manufacturer and shall be selected for compatibility wi th the sealant and wi th s'ubstrate. b. Sealant a Sealant for vertical/joints shall be two-component polytremdyne sealant meeting Fed. Spec. TT-S-00227E, current edition. c. Sealant for horizontal joints (non-contaminated) shall be a single component, pour grade, polyurethane sealant meeting Fed. S~ec. TT-S-2)a, Type 1, current edition, with amendments. ~a~erial shall attain shore A hardness of 40-45. d. Se~lant for horizon.tal joint (contaminated) shall be a sin~~le component, pour grade, coal-tar modified polyurethane sealant meeting Fed. Spec. SS-S-OQ200c, current edition, with amend- ments. Material shall attain shore A hardness of 25-30. 7 c- 01 80-40 SECTION 7C Continued e. Caulking compound for setting thresholds and for other interior caulking shall be ~~ oleo-resinous, gun grade, non- staining plastic compound meeting Fed. Spec. TT-T-598. Material shall have shrinkage factor not exceeding 15 percent. f. Joint backing shall be closed cell foam. Material shall be non-reactive wi.th caulking materials and non-oily, and approved by the caulking manufacturer. Minimum density 3.25 Ibs Cu. Ft. Use no asphalt or bit~~en-impregnated fiber with sealants. 7C-03 EXECUTION, a. Thoroughly clean all joints, blowout or vacuum loose particles from joints. Material to be con~acted by sealant shall be dry, fully free of laitance, loose aggregate, form release agents, curing compounds, water repellants and other surface treatments. b. Install joint packing in all joints to receive sealant. Packing shall be sized to required 20 percent to 50 percent compression upon insertion, and shall be placed so that sealant depth is approximately 1/2 joint width. In joints no of sufficient depth to allow packing, install polyethylene bond-breaking tape at back of joint. Avoid lengthwise stretching of packing materials. c. Apply masking tape where required to protect adjacent surfaces. Adhere tape in continuous strips in alignment with joint edge and remove immediately after joints have been sealed and tooled. d. Prime joints, where required by sealant manufacturer, to _ receive sealant in accord with manufacturer's instructions. Primer shall be brushed uniformly upon all surfaces of joint. Allow sufficient drying time before caUlking. e. Sealant. (1) Mixing and application of sealant shall be as recommended by sealant manufacturer. (2) Material which has exceeded the manufacturer's recommended potential open time (pot life) shall not be used. f. Apply sealant and caulking material under pressure to fill joints completely, with prevention of air pockets or voids. Perform tooling with solvent recommended by manufacturer. Tool joints concave. g. Locations I (1) Sealant. Apply sealant around penetrations of floor slabs and exterior walls for piping, conduits, ductwork and similar items, at top of slabs and exterior face of walls, around exterior perimeter of metal frames and windows, louvers and 7' c..02 80-40 SECTION 7D 70-01 70-02 7D-03 INSULATION GENERAL: Provide 611 fiberglass ~att insulation in the purl in space above wooden ceilings. Install under roof in multi-purpose, toilet, corridor, and storage/A.V. spaces. Flat deck areas are insulated above deck - see Division 3. Sound insulate all partitions so indicated. MATERIALS: Insulation shall be equal to "Fiberglas (R-19) Foil Faced". Submit specification sheets and catalog cuts from locally available supplier showing manufacturer, density, and "RIf values to Project Architect for approval prior to commencement of work. IISonobat" wall insulation, full thick. EXECUTION: Coordinate this work with other trades and with the building user. Installation of the insulation shall be in strict accordance with the manufacturer's printed instructions for the specific product. Protect existing grid/ceilings; replace damaged material. Cut and lay batts in 24" x 4811 maxinium~izesec'tidns;'fittecfti9h'tly' i;ri spaces, roil face up. \ 70-01 80-40 SECTION 7E ROOFING TILE AND UNOERLAYMENT 7E-Ol SCOPE Furnish all labor, equipment and materials to complete waterpoof underlayment and tiles on sloping roofs to receive roof tiles. Standards: Manufacturer, Roofing "Blue Book" for tile roofs, latest edition, and the Standard Building Code. Roof tile shall closely match adjacent roof of Sheriff1s Substation. Visit site to obtain match - secure Architect's approval before manufacturer. 7E-02 MATERIALS a. 15# asphalt impregnated felt. b. 90# mineral surfaced asphalt impregnated felt. c. Galvanized roofing nails and tin tags. d. Concrete Barrel Tile: Similar to Mission Barrel Tile by Gory Roof Tile Co., AG-l Terra Cotta, Antique Finish, including ridge pieces. e. Roofing Aspah1t. f. Roofing Mastic. 7E-03 EXECUTION a. Stage operations to avoid rain; provide temporary protection during such occurance. Fill/even/deck for smooth surface for new work. b. Tin-tag 15# felt to plywood deck. c. Mop on 90# mineral surface felts. d. Install barrel tile: I. Roof shall be marked off at 13-1/2" spacings, right to left, after position of first line is determined. First line will depend on the wrapped gable end desired. 2. Horizontal lines are also required to insure proper alignment and a consistent headlap. The first line shall be 18" from eave, less any allowance for overhang, with each line therafter, at a 15'1/2" spacing, affording a 2-1/211 headlap. 7E-Ol 80-40 SECTION 7E Continued 7E-04 3. Each pan tile shall be laid in a full trowel of mortar and pressed down firmly. A thin string of mortar shall be laid along the inside edges of the pan, adequate to make contact with the edges of the cover tile. 4. The joint formed where the edge of the cover tile meets the pan t i 1 e. s h a I I be m i t red ve r y n eat I y wit h mo r tar . No mo r tar s h all be used at the head lap. 5. Openings at the eave shall be filled sol id with mortar and plugged for weep-holes, as close to the deck as possible. 6. Cover tile shall be used for the ridges and shall have aheadlap of 2 I I /2" · A f u lIt rowe 1 0 f mo r tar 5 h all be pIa c ed un d e r the laps so as to make contact with the ends of both tile. 7. Tile shall be nailed per Code. Nail through heavy bed of roofing mastic over felt. Pressure treated pine, marine grade, shall be used as blocking under the cap tile for through nailing. Nails shall be galvanized wire, full head, and shall penetrate sheathing completely. GUARANTEE Furnish to the Owner, upon completion, a five year unconditional labor and material guarantee for repair and prelacement of defective work including leaks, deterioration, and unsightly developments. Guarantee shall include cost of removing and replacing roofing tiles. 7E-02 80-40 SECTION 7F ELASTIC LIQUID ROOFING AND WATERSTOP (SISTERN) 7F-Ol GENERAL Provide and install in strict accordance with manufacturer's directions and under their .representative1s supervision, elastic liquid roofing over interior surfaces of rainwater retention ank. 7F-02 MATERIALS a. Elastic liquid roofing shall be equal to "Anti-Hydro Seamless Deck Membrane", or equal, with continuous installation supervision by manufacturer's representative provided, and paid for by the General Contractor. b. Waterstop cast continuously in joint between walls and bottom of tank shall be equal to "Anti-Hydro'l Spec. #1-8A, neoprene rubber, with joints of material fused together. 7F-03 GUARANTEE Upon completion of this installation, and before payment of this portion of the Contract, a five year maintenance quarantee shall be delivered to the Arch.tect. All costs of this operation shall be borne by the Contractor. 7F-Ol 80--40 SECTION 8A HOLLOW METAL DOORS AND FRAMES SA-Ol GENERAL: a. Submittals: (1) Submit shop drawings in accord with the contract conditions. Indicate elevations, construction details, assembly methods, hardware reinforcement and locations, metal thickness, wall conditions and locatfon in the building. (2) Submit a letter, duly authorized from the manufactuer, stating that doors and frames furnished to the project meet requirements of this specification. b. Deliver, store and handle doors and frames in a manner to prevent damage and deformation, store on pallets at the job site and under cover to form weatherti'ght enclo~rre.. Provide spacers between doors and frames to prevent metal-to-metal contact. Provide D.C.S.B. factory preparation for hardware including internal reinforcing. Field drill and tap for surface hardware. c. Approved manufacturers - Provide doors and frames from the same manu- facturer. Doors and frames from the following manufacturers are approved subject to compliance with these specifications: Steelcraft Manufac- turing Co., Republic Steel Corp., Fenestra, Inc., Ceco Steel Products Corp" American Welding and Manufacturing Co., and Allied Steel Products Co. 8A~02 -MATERfALS: a. Hollow metal doors shall be factory fabricated from cold rolled steel in accord with ASTM A-366. Electro-zinc coat doors at the rate of 1.25 oz. zinc/sq. ft. in accord with ASTM A-525/phospbate coated. (1) Gauges - Exterior doors shall be fabricated of not less than 16 gauge steel; interior 18 gauge. Reinforcement gauges shall be in accord with Steel Door Institute 'publication 501-107. (2) Types - Doors shall be full flush type, constructed of two outer sheets of steel over welded steel stiffners filled with glass fiber or mineral wool. Top and bottom of doors shall be finished flush and be sealed against water penetration, of 16 gauge channel material. Vertical stiffeners shall be cont., max. 611 o.c., std. shape and gauge. (3) Accessories: (a) Vision Panels - Frame with channel shaped 16 gauge electro- zinc coated removeable stops; glaze with wire glass per code. 8A-Ol 80-40 SECTION 8A Continued 4. Shop Painting - Factory baked-on zinc chromate/iron oxide primer; manufacturer's standards. 5. Types - Frames shall be welded type with mitered head and jamb members. Corners shall be reinforced and have continuous seal welds. Exposed welds shall be filled and ground smooth to a level surface without dishing. Ship frames with temporary spreaders to maintain full rigidity. Provide plaster guards over cutouts and tapped holes. Punch single leaf frames to receive 3 silencers on lock jamb. 6. Anchors (a) Jamb anchors shall be o,f same gauge as frame, one anchor for each 24" jamb height or fraction thereof. Anchors shall be designed for the wall type in which frames are installed. Galvanize concrete and masonry anchors. (b) Floor anchors shall be of 16 gauge minimum, galvanized. Anchors shall be adjustable to allow 1-3/8" minimum extension below frame. b. Hardware preparation shall be made from templates provided by the hardware manufacturer,. Hardware locations shall conform to Recommended Locations for Buildersf Hardware, published by the National Builders' Hardware Association, latest edition, unless indicated otherwise. Items shall be in accordance with hardware manufacturer's directions. 1. Butt Reinf. - 3/16" x 1-1/2" x 10-1/4" steel plate, welded. 2. Closer Foot - 10 gauge x 14" long steel plates in both rabbetts and stop of head section near corner of hinge jamb. Install treated wood over plates. 3. Silencers - drill per hardware schedule. 4. Grout Covers - weld in place behind all cut-outs - 16 gauge stee. 5. Angle Spreaders - 14 gauge, located at bottom of frames, between jambs, concealed. c. Clearances and Tolerances: Door clearances shall not exceed 1/8" at jambs and heads and meeting stiles at pairs of doors. Clearance between bottom of door and finished floor material or threshold shall not exceed 1/4". Manufacture and machine fr'ames to with 1/32" for all dimensions. 8A-02 80-40 SECTION 8A Continued d. Shop Painting: Clean, fill and bonderize doors and frames prior to painting in accord with government specification MIL-T-490, latest revision. Apply one coat of rust inhibiting primer by dip tank or electrostatic process, baked primer application. e. Fixed Lite Stops - 16 gauge channel shaped, 5/8" xl", removeable. 8A-03 EXECUTION a. Install frames plumb, level and true to line, rigidly secured in openings. Install in. accordance with approved shop drawings and manufacturer's printed directions. b. Install doors in openings plumb, level and true to line. Apply hardware and adjust to achieve smooth an~ quiet operation. Doors shall be capable of maintaining any degree of opening. c. Protect installation from damage. Touch up scratched areas with same paint used in original priming. Repair or replace damaged doors and frames at no additional cost to the Owner. 8A-03 80-40 SECTION 88 WINDOWS AND GLASS SLIDING DOORS 8s-01 GENERAL a. Related work described in other sections includes glass and glazing, caulking and sealants. Job measure all existing openings prior to preparation of shop drawings. All work shall resist 125 MPH wind pressure. Glazing may be factory or job installed at Contractor's option. b. Submittals 1, Submit shop drawings. 2. Submit samples of finish. 8B-02 MATERIALS (Similar to products manufacturered by Rolscreen Company, Pella, Iowa 50219) a. Glass Sliding Doors (Wood Frame) 1. Frame shall be water-repellent rpeservative treated Pine at head and jambs. Metal sill shall be solid Type 6063-T6 extruded aluminum~ All exterior surfaces except sill shall be 'clad with aluminum. Overall width of frame shall be 5-1/2" (140 mm). 20 Door Panels shall be water-repellent presevative treated Pine, 1-3/4" (44 mm) thick. Movable panels shall have two adjustable permanently-sealed ball-bearing rollers. Track shall be stainless steel. Panels shall be reinforced on all sides with welded 1-5/16" x 1-1/211 x 3/32" (33 x 38 x 2 mm) steel T-section. All exterior surfaces shall be clad with aluminum, lap-jointed and sealed. 3. Finish shall be applied to exterior surfaces only (except sill) and shall include cleaning, etching and coating with baked enamel. Color shall be Dark Brown. 4. Glazing shall be quality bronze heat absorbing tempered glass, glazed from inside with removable stops. 5. Weatherstripping shall be polypropylene on movable panels. ., . 6. Hardware shall include latch for locking from inside on movable panels and screens, spring closer and self-latching latch on screens. Door handles and footbolt shall be bronze finish. 7. Assembly - Door panels shall be furnished assembled; frame members shall be shipped KD. 88-01 80-40 SECTION 8B Continued b. Windows (Horizontal Pivot Type, Wood Frame) 1. Frame shall be water-repellent preservative treated Pine at head and jambs with all exterior surfaces clad with aluminum. Metal sill shall be sol id Type 6063-T6 extruded aluminum with wood fillers to the interior. Frame shall be completely assembled with operating hardware. Overall width of frame shall be 5" (127 mm). 2. Sash shall be Pine, 1-3/4" (44 mm) thick, water-repellent pre- servative treated, with all exteri surfaces clad with aluminum. Sash corners shall be mortised and tenoned, glued and nailed. Sash bedding shall be lap-jointed and sealed. Edges of stiles and top rail shall be factory-painted. Sash shall pivot on a horizontal axis between jambs without removal. 3. Finish shall be applied to exterior aluminum surfaces only and shall include cleaning, etching and coating with baked enamel. Color shall be Dark Brown~ 4. Glazing shall be 1/811 tempered bronze heat absorbing glass, glazed from inside with removable stops. 5. Weatherstripping shall be of neoprene, making an air seal all around the sash. Seal shall be shielded from water by an aluminum flange at the head, neopren~ fin seals at jambs and an aluminum interlocker system at the sill. 6. Hardware shall include adjustable extension sprint-type balances' connected to metal pivot pins which are locked into jambs and sol idly supported during pivoting by brackets mounted in the jambs. latch mechanism shall be factory-installed and shall be finished in baked bronze enamel. 7. Assembly and Trim -Individual units shall be furnished factory- assembled with sash installed in the frame, and without trim. 8B-03 EXECUTION a. Rigidly secure window frames in openings plumb, level and true to line in accord with approved shop drawings. Anchorage shall not distort frames or sash. Adjust hardware to operate smoothly, vents shall close and lock without forcing or binding. b. Caulk interior and exterior of frames in accortf with "Caulking and Sealants" Section. c. Protect finished installations until date of final acceptance. Repair or replace damage at no additional cost to the Owner. 88-02 80-40 SECTION 8c GLASS AND GLAZING 8C-Ol GENERAL: (Note: Windows may be factory or field glazed at the Contractor's option.) a. Submittals 1. Submit samples of materials specified herein in accord with the contract conditions - 12" squares for glass. 2. Submit shop drawings in accord with the contract conditions, indicate glass thicknesses, types, and finishes and relation to surrounding work. 3. Submit copies of mfr. IS specs. and installation directions. b. Deliver glass to site in containers that will protect glass from the weather and breakage. Store materials carefully in a safe place to reduce beakage to a minimum. Deliver glazing compounds, sealants and tape in unopened labeled containers bearing manufacturer's names and brand identification. c. Determine actual sizes to which glass must be cut from measurements taken of the frames at the job site. Do not perform any trimming or edge nipping after shipment from the factory. d. Label each unit of clear glass at the factory and leave intact until final clean-up. Do not label or mark tinted glass. e. Replace glass broken before final acceptance, at no additional cost to the Owner. f. Protection: Allow no tape or marking devices of any type to be placed directly on tinted glass. g. Approved manufacturers: Libbey-Owens-Ford Co., Pittsburgh Plate Glass Co., ASG Industries, General Electric Co., and equals. 8C-02 MATERIALS: a. The exterior glass shall be heat absorbing bronze, 7/3211 thick, tempered sheet; inter i or sha 11 be 7/3211 clear tempered sheet. b. All vision panel glass shall be wire glass, clear, 1/411 thick, square pattern, by above manufacturers. c. Mi rrors shall be second si lvering qual ity, 1/411 pol ished plate glass with ground and polished edges. 8e-01 80-4q SECTION Bc Continued 8C-03 EXECUTION: a. Use glazing compound, glazing tape, heel bead material, wedges, and sealant as recommended by window manufacturer. Follow manufacturer's ~ubl i5h~d instruction for installation of glass and plastic. Set mirrors In mastiC. b. Wash and polish glass on both faces not more than 4 days prior to Owner's acceptance of the work in each area. Comply with glass manu- facturer's direction. c. At completion of work, all glass shall be free from cracks and other defects not allowed by the specifications. Any defective glass that may appear before acdeptance, or within the one-year warranty period (that is the direct result of manufacturing, transporting or the per- formance of the contract) shall be removed and replaced with new glass. without cost to the Owner. 8C-02 80-40 SECTION 80 FINISH HARDWARE 80-01 GENERAL The General Conditions and Supplementary Conditions apply to this Section of the Specifications. a. ~rk Included: Furnish all Finish Hardware required for complete installation and operation of doors, per Code. b. Related Work Under Other Sections: (1) Cabinet, toilets and rough hardware. (2) Installation (included under Fin-ish Carpentry). (3) Exterior sliding glass doors. 80-02 MATERIALS a. Furnish at the Building or as otherwise directed, all finish hardware shown and scheduled on the drawings, as hereinafter specified and required. b. No finishing hardware installed until all operations causing dampness have been completed. At final completion, all hardware to be left clean and free from disfigurement and paint to the satisfaction of the Project Architect. c. At the completion of the Project, check the job to determine the proper application of hardware accordrng to the approved schedule and proper keying and functioning or adjustment of all hardware items. Submit written proof to the Proj~ct Architect that door closers have received proper field adjustment by authorized factory personnel. d. Furnish suitable templates, together with the approved finishing hardware schedule to the respective trades and suppliers as re- quired to insure the accurate setting, reinforcing and fitting of finish hardware. e. All items of hardware shall be properly packaged and marked according to the hardware schedule, complete with necessary screws, etc., instructions and installation templates for spotting mortising tools. Any shortage or damaged goods made good without cost to the Owners. f. Samples, if requested, or any items of hardware shall be furnished to the Project Architect for his approval. 80-01 80-40 SECTION 80 Continued g. Hardware Schedules: Before ordering the hardware, the Contractor shall submit to the Architect for acceptance six (6) copies of the full and complete hardware schedule, covering all items required for the entire job. The schedule shall identify the manufacturer of each item and shall give his type numbers and finish symbols. Acceptance of schedule will not relieve Contractor from furnishing all specified hardware. In addition to the foregoing, the Contractor shall sumbit two (2) sets of catalog cuts for each piece of hardware he proposes to furnish, whether it be the actual item named in the following schedule or an item from the list of accepted manufcturers. h. Standards: 1. Fin i shes: Du 11 bronze, 0 i 1 rubbed 2. Butts: Hager, Sol id Bronze 3. Locks: Schlage mortise type - K64S3 with lever handles as selected by Architect. 4. Closers: LeN 4040 stat-closer 5. Exit Device: VonDuprin 6. Thresholds - Viola Associates i. Allowance: See Section lG. 80-02 80-40 SECTION BE WOOD DOORS 8E-01 GENERAL: a. Coordination: Coordinate and schedule the work described in this Section with the procurement and delivery of hollow metal door frames and of hardware, maintaining full and timely communication between suppliers to avoid delay of manufacturing or delivery. b. Shop Drawings: Submit shop drawings in accord with the Contract Conditions. c. Del ivery and Storage: Store and handle doors to avoid damage from impact, abrasion or moisture. Store doors in a space having controlled humidity and do not proceed with installation until building conditions can be maintained to approximate those of the completed structure. d. Grade Marking: Provide each door with a stamp, brand or label which identifies the manufacturer, the trade association of which he is a member, the grade and type of the doors, or the Commercial Standard with which it complies. e. Work described in this Section includes wood doors for corridors and typical interior doors. 8E-02 MATERIALS: a. Sol id core wood doors shall be 5-ply, flush units complying with C5-171. Members shall be adhered with Type 11 water ~esistant glue. Top and bottom hardwood end ~trips shall be 1-1/811 minimum thickness; edge s~rips shall be 5/8" minimum thickness. Core construction shall con- sist of kiln dried, low density softwood blocks, glue bonded and planed smooth. Finish veneer grain shall be vertical. Cross-band grain shall be perpendicular to face grain. Edge strips shall match face veneer. Doors shall conform to requirements for a 1/2 hour fire rating contruction. b. Veneers: Doors, unless otherwise indicated, shall have rotary cut- select Ash Veneers, Stain Grade. 8E-03 EXECUTION a. Install doors in openings complete with hardware and accessories. Adjust hardware to operate smoothly and quietly. Doors shall fit snugly and close without forcing or binding. Doors shall be capable of maintaining any degree of opening. b · Fin ish d 00 r sin a c cor d wit h II P a i n tin g II S e c t ion. I mme d i ate 1 y sea 1 sur f ace s of wood doors which are cut-out or trimmed whether at the factory or on the job site. Apply l-coat of sealer, by brush, working material thoroughly into the wood. Sealer material shall be compatible with the finish to be appl ied to the door as described in the IIPaintingll Section. c. Protect finished installations until date of final acceptance. Repair or replace damage at no additional cost to the Owner. 8E-Ol 80-40 SECTION 9A CEMENT PLASTER (STUCCO) 9A-Ol GENERAL t a. Scope: Furnish labor, materials, equipment and supervision necessary to provide and install all stucco work in accordance with the plans and as stated herein. b. Delivery and storage of material: All materials are to be del ivered to the site in unopened packages and stored in an enclosed protective shelter. Containers shall indicate manufacturer's brand name. c. General requirements: Comply with all applicable requirements of the National Bureau of lathing and Plastering and the Manufacturers' Association Committee. Coordinate with other trades whose work connects with, is affected or concealed by plaster. Do all cutting and patching required to accommodate work of other trades. Use accessories specified at all junctures. 9A-02 MATERIALS a. Cement Plaster 1. Portland Cemeent Plaster - confoming to ASTM C-l50 2. Aggregate - sand conforming to ASTM C-35. 3. Type Slime. 4. Water - clean and free of deleterious matter. 5. Waterproofing Agent - IIAnti-Hydroll. 6. Diamond Mesh lath and Flat Rib lath - galvanized, as required for reinforcement. b. Cement Plaster Mix 1. Cement Plaster shall be mixed in the proportions of 1 part Portland Cement, 5 parts sand, 1 part Mortar Mix, 1 part "Anti-Hydro". c. Accessories - Accessories listed herein are as manufactured in white PVC by Plastic Components, Inc. 1. Corner Beads 2. ,Ca sing Bead 5 9A-OI 80-40 SECTION 9A Continued 3. Control joints over expansion joints around masonry beneath the floor slab. 4. Cornerrite 311 x 311 5. Reveals - see Drawings. 9A-03 EXECUTION a. Scratch Coat: Minimum 3/8" thick to a damp surface and forced into the pores of base. Bring out grounds and straighten to a true surface. Score in horizontal direction to provide a good mechanical key for brown coat. b. Brown Coat: Minimum 1/411 thick to a total of 7/8". Apply with sufficient pressure to force plaster into scratches; bring out grounds and straighten to a true, plUOOsurface and leave rough. for finish coat. c. Finish Coat: 1/811 thick, applied to a moistened brown coat, rod and float to a textured finish approved by Architect. Before commencement, place 3 samples of light textured finish, 3' x 3' on walls for Architect's approval. 9A-02 80-40 SECTION 98 ACOUSTICAL CEilINGS 98-01 GENERAL: a . S u bm i t tal s : (1) Submit shop drawings in accord with the General Provisions. Indicate ceiling layout, construction details, locations of hangers, grid members and electrical and mechanical fixtures penetrating the ceiling. Coordinate with the ~rk of other trades which are to be concealed above ceiling. (2) Submit 3 samples of acoustical unit and suspension system, with all accessories. (3) Submit 3 copies of manufacturer's specifications and installation directions for acoustical ceil in95 systems required. (4) Replacement Materials: When work is completed, deliver stock of replacement material to Owner for each type of acoustic unit used in the work. Furnish full size units, matching installed materials, . packaged and marked for identification. Furnish not less than 1% of the total amount. b. Deliver and store materials in manufacturer's original, unopened packaging. c. Surfaces to receive work described in this Section shall be rendered even, sound and free of defects which would adversely affect application of this work by the Contractor. d. Design: The ceiling suspension system shall not be less in size and strength than described in Specifications and shall be increased in size and strength if required to support light fixtures, acoustical units, and related items without deflecting more than 1/360th of the span when tested as a simple beam, ends free, center reading. e. Coordinate work with mechanical and electrical work being performed in areas with acoustical ceilings, to avoid interferences with other trades. f. Comply with fire-resistance ratings as required by governing authorities and codes. Materials must be listed by Underwriters' Laboratories. 98-02 MATERIALS: a. I nserts and Hangers: (1) Inserts and attachment devices shall develop full strength of the hangers. (2) Hangers - 12 gauge galvanized annealed wire. 98-01 80-40 SECTION 98 Continued b. Exposed grid suspension system for ceiling, inverted tees and wall mouldings constructed of zinc coated cold-rolled steel, with exposed bottom flanges not less than 15/1611 wide, finished in baked white enamel. Main tees shall be 1-3/811 high minimum and cross tees shall be lit high minimum. Provide matching angle-type mouldings. c. Acousitcal lay-in panels: Similar to Armstrong Travertone lay-in un its, 24" X 2411 x 3/411, IISanserral1 pat tern, 537A tegu 1 a r edge, NRC .60-.70, lR-3, Class 25. 98-03 EXECUTION: a. Pattern and layout - Suspended acoustica"l ceilings shall be installed in a pattern laid out from intersection of center I ines of spaces, either the center of a panel or a grid intersection, which ever results in larger panels at the walls. Follow reflected ceil ing/electrical plan. b. Suspension system - Grid assembly shall be installed in accord with manufacturer1s instructions. Hangers shall be located to adequately support the ceilings and other suspended fixtures and to avoid work of other trades above the ceilings. Grid shall be trued to tolerance of 1/8" in 12 feet. c. Acoustical units shall be cut, where required, carefully and neatly and no cut or damaged edges shall be visible in finished work. Balance border areas to avoid units of less than 1/2 unit width wherever possible. d. Cleaning and protection - Following installation, dirty or discolored surfaces of acoustical units shall be cleaned and left free of defects. Units that are damaged or improperly installed shall be removed and new units provided as directed. The acoustical units shall be protected until completion of the project. 98-02 80-40 SECTION 9C GYPSUM DRYWALL SYSTEMS 9C-Ol GENERAL a. Scope: Furnish labor, materials, equipment and supervision necessary to provide and install all drywall work in accordance with the Drawings and as stated herein. b. Delivery and Storage of Material: All materials are to be delivered to the site in unopened packages and stored in an enclosed protective shelter. Containers shall indicate manufacturers' brand names. c. General Requirements: Comply with all applicable requirements of American Standard Specifications for the Application and Finishing of Gypsum Wallboard, by the American Standards Association. Co- ordinate with other trades whose work connects with, is affected or concealed by drywall. Do all cutting and patching required to accommodate work of other trades. 9C-02 MATERIALS Materials indicated herein are United States Gypsum. Other approved manufacturers are Gold Bond and Georgia Pacific, or approved equal by Architect. a. Wall Framing System 1 . USG Stee 1 Studs: 358ST5 (4"), 60ST5 (611) 2. USG Steel Runners: 358CR5 (411), 60eR 5 (6110 3. USG Metal Furring Channel: 7/811 4. Refer to Section 6A "Carpentry for Wood Framing". b. Faceboards: 5/81-1 thick, 4811 wide sheetrock 1 . SW wa 11 boa rd 2. Water-resistant wallboard 3. SW firecode "C" wallboard c. Accessories 1. USG Corner Bead: Dur-A-Bead, Zinc 2. USG Trim: Zinc #400, P-2, 200-A, 200-8 and 200-C accessories manufactured by Plastic Component, Inc. are also acceptable. 9C-Ol 80-40 SECTION 9C Continued d. Fasteners 1. Studs to Runners: USG Type S Panhead Screws 2. Wallboard to Studs: USG Type S Bugle Head Screws 3. Studs to Door Frame: USG Type S-12 Panhead Screws e. Insulation: See Section 7D Illnsulation" f. Joint treatment 1. Joint Compounds: USG Durabond Multi-Purpose 2. Reinforcing Tape: USG Perf-A-Tape 3. Caulking 9C-03 EXECUTION a. Stud System Erection Attach steel runners at floor and ceiling to structural elements with suitable fasteners located 211 from each end and spaced 2411 o.c., or to suspended ceilings with toggle or molly bolts spaced 1611 o.c. Position studs vertically, engaging floor and ceiling runners, and spaced 2411 o.c. When necessary, splice studs with 8" nested lap and one positive attachment per stud flange. Place studs in direct contact with all door frame jambs, abutting partitions, partition corners and existing construction elements. Where studs are installed directly against exterior walls and a possiblity of water penetration through walls exists, install asphalt felt strips between studs and wall surfaces. Anchor all studs for shelf-walls (see Furniture Plan) and those adjacent to door and window frames, partition intersections, and corners to ceiling and floor runner flanges with Metal Lock Fastener tool. Securely anchor studs to jamb and head anchor cl ips of door frame~ by bolt or screw attachment. Over metal door frames, place horizontally a cut-to-length section of runner, with a web-flange bend at each end, and secure with one positive attachment per flange. Position a cut-to-length stud (extending to ceiling runner) at vertical panel joints over door frame header. b. Ins ta 11 at i on of Wa 11 boa rd 1. Install wallboard in accordance with ANSI A97.l and as recommended by manufacturer. In the event the standard and manufacturer is at variance, manufacturer's directions shall govern. 9C-02 80-40 . SECTION 9C Continued 2. Cut and fit gypsum wallboard by scoring and breaking, or by sawing, working from face side. Smooth cut edges and ends of gypsum wallboard to achieve neat joining. Where gypsum wall- board meets projecting surfaces, scribe and neatly cut. Where core of water-resistant wallboard is exposed by cut-out or trimming, seal with approved sealer. 3. Apply wallboard with separate boards in moderate contact, but not forced into place. At internal and external corners, conceal the cut edges of the boards by overlapping the covered edges of the abutting boards. Stagger the boards so that the corners of any four boards will not meet at a common point except in vertical corners. Arrange joints on opposite sides of partitions to occur on different framing members. Allow no joint to occur on planes continuous with heads or jambs of door. 4. Board Applications (a) Horizontal Application: Place long dimension of the panels at right angles to furring or framing members. Form end joints over furring or framlng.members. (b) Vertical Application: Place long dimension of the panels parallel to furring or framing members. Panels shall be of the length required to fit snugly and continuous at ceiling line and with maximum 1/4" joint at base line, in one continuous length. Form joints over framing or furring members. (c) Cover wallboard end joint at masonry walls with a metal trim strip against a continuous bead of caulking. ( d ) "I n s t a 11 t rim as i n d i cat e d . Rei n f 0 rc e and fin ish i n t ern a 1 corners with tape and compound. Apply trim to external corners. (e) Remove damaged boards, cracked or broken in handling or application, and replace with new material. c. Attachment: Space fasteners not less tahn 3/8" nor more than 1/2" from edges and ends of wallboard. While fasteners are being driven, hold the wallboard' in firm contact with the underlying support. Pfoceed from the central portion of the wallboard to the ends and edges. I f t~e paper surface is broken by fastener in attachment, drive another fastener approximately 211 from the faulty fastener. 9C-03 80-40 SECTION 9C Continued I. ~Drive screws with a mechanical tool, using a special bit to ..... provide screwhead penetration just below wallboard surface, without braking surface paper or stripping the framing member around the screw. 2. Spacing of Fasteners (a) Screw Method: Space screws a maximum of 16" o.c. for walls and 12" o. c. for ce i lings. (b) Fasten corner beads and trim with fasteners spaced 611 o.c. driven through wallboard into framing members. d. Joint and Fastener Treatment 1. Mix and use joint finished materials in accordance with manufac- turer's recommendations. Allow a minimum drying time of 24 hours between coats. Sand as necessary after each application without scuffing paper surface of board. 2. Reinforce wall angles and inside vertical corner angles with tape folded to conform to the adjoining surfaces and to form a straight, true angle. 3. Embedment Coat: Apply a thin, uniform layer of joint compound (Embedding type) approximately 311 wide over the'joint to be reinforced. Center tape over the joint and seat into the compound, leaving sufficient compound under the tape to provide proper bond. Apply a skim coat of compound immediately after embedding tape. 4. Fill Coat: After drying, apply fill coat over embedding coat by evenly spreading compound over and slightly beyond the tapered edge area of the board; feather at the edges. 5. Topping: Cover fill coat with topping compound, spread evenly over and slightly beyond the edge of the preceding coat; feather to a smooth, uniform finish. 6. FastenerConcealment: Treat fastener dimples and holes as described above for joint treatment. 7. Conceal flanges of corner beads and trim members by a minimum of 2 coats of compound applied in accordance with manufacturer's directions. 8. Joints at Penetrations: Where pipes, conduits, ducts, electrical devices and other items penetrate wallboard, caulk as described in Section 7F, I1Caulking and Sealants". 9C-04 80-40 SECTION 9D TILE 90-01 GENERAL a. Scope: Furnish labor, materials, equipment and supervision to provide and install ceramic tile in accordance with the drawings and as specified herein. Inspect existing conditions to determine quantity and layout of work required. b. Submittals 1. Submit 3 samples of each type and color of material specified. 2. Submit 3 copies of manufactuer's maintenance guide to Owner. c. Coordination: Coordinate all with other trades whose work affects, connects with, or is concealed by this work. Before proceeding, make certain all required inspections have been made. d. Inspection: Examine all surfaces to receive work and report in writing to General Contractor, with copy to Architect, any conditions detrimental. Failure to observe this injunction constitutes a waiver to any subsequent claims to the contrary and holds this Contractor responsible for any corrections required. Commencement of work will be construed as acceptance of all sub-surfaces and existing finished surfaces. e. Delivery and Storage: Deliver all manufactured materials in original, unbroken containers bearing name of manufacturer, brand, and grade seals. Keep materials dry, clean and protected against deterioration in any form. f. Standards: Conform with all applicable requirements of American National Standards Association Specs. (A-lOB Series), the tile Handbook of the Tile Council of America, and standards, specifications and requirements of the Facing Tile Institute. Have all materials set by expert journeyman craftsmen. 95-02 MATERIALS a. Ceramic Tile - American Olean or approved equal, Crystalline Glaze, Pattern 50-5, TCA 127.1-1976. b. Mortar Material - Thin Set: (1) Floors: Shall be Latex-Portland Cement mortar, conforming to ANSI AI1B.4-1973, Tile Council of America Handbook method #Fl13-76. (2) Walls: Shall be Latex-fIa1:land Cement mortar conforming with ANSI A118.4-1973, Tile Council of America Handbook method #W243-76. 90-01 80-40 SECTION 9D Continued c. Grout Material 1. Cement Grout: Portland Cement and additives as approved by manufacturers for floors and walls, including non~fading mineral oxide color pigment that will not be affected by lime or cement or stain materials. 2. Dry-Set Grout: Portland Cement and additives as approved by the tile manufacturer for glazed wall tile, including non-fading mineral oxide pigment that will not be affected by lim~ or cement or stain tile. Colors as selected by Architect. d. Water: Clean and potable. e. Tile Cleaner: Non-abrasive butyl base wax stripping liquid. 90-03 EXECUTION a. Comply with quoted standards and ANSI Installation Specifications. 1. Floor installation: #FlI2-76 and ANSI A108.3-1967. 2. Wall installations: #243-76 and ANSI AI08.S-1968. b. Layout, Cutting and Fitting 1. Center tile on areas. 2. Cut, drill, and trim shapes accurately without damage. Rub exposed, cut edges smooth with abrasive stone. 3. Joints in work shall be perpendicular, parallel and consistent. Locate expansion joints and accessories before tile is installed. 4. Control joint widths by supporting boards with metal spacing strips. 5. Grind and fit carefully at intersections, against trim finish, and at built-in fixtures and accessories. Closely fit around outlets, pipes, fixtures, and fittings so that plates, escutchepns, and collars overlap cut. c. Cleaning and Protection 1. Wipe surfaces clean after grouting, remove all traces of mortar and grout. Do not use acid solution for cleaning. 2. Close spaces to traffic or other work until work is firmly set. Protect from damage until acceptance. Repair all damaged work at no additional cost to Owner. 90-02 80-40 SECTION 9E RESILIENT FLOORING 9E-Ol GENERAL a. Submittals: Submit 3 samples of each type, color and finish of resil ient flooring and accessories required. b. Deliver and store materials in manufacturer's original, unopened packaging. Containers shall indicate manufacturer's brand name, color and pattern and production run color code. c. Surfaces to receive work described in this Section shall be smooth, even, sound, thoroughly clean and dry and free of defects which would adversely affect application of this work. 9E-02 MATERIALS a. Synthetic rubber tile: 24" x 24" x3116'bhick as mfg. by Nora Frooring, R'.: C. l1unson CQ. 9f R~~.A.., Rubber Ca.; colors and.patterns per.Arct1i'.tect. b. Straight Base: 4" vinyl by Vinyl Asbestos Tile Manufacturer. c. Primer: Where required for concrete subfloors, shall be approved by the resilient flooring manufacturer. d. Adhesives: As approved by the manufacturer of the product being appl ied. Alkaline and moisture resistant. e. Clean and wax: As approved by resil ient floor manufacturer. 9E-03 EXECUTION a. Preparation 1. Clean subfloors as recommended by the manufacturer to provide suitable substrate. 2. Provide ventilation in areas where solvent-based materials are being installed. When natural ventilation is inadequate, use safety spark-proof fans; prohibit smoking. 3. Close areas to traffic until resilient flooring is firmly set and protected. b. Prime floors where required by resilient flooring manufacturer. c. Mix and apply adhesives in accord-with the respective manufacturer1s printed directions. 9E-Ol 80-40 SECTION 9E Continued d. Tile Floors 1. Layout tile centered on areas bounded by permanent partitions, with axis which will produce tiles of equal width against opposite walls. Perimeter tiles shall be not less than 1/2 tile wide. 2. Match tiles for color and pattern by using tile from cartons on the same sequence as manufactured and packaged. e. Accessories: Apply resilient base to walls, columns, pilasters, in rooms or areas where base is required. Install base in as long lengths as practicable, with preformed units. f. Clean installations upon completion of each area. Remove excess adhesive and other soiling with an approved dry cleaning solution. g. Wash and wax floors prior to final acceptance of the project, using products and methods approved by the flooring manufacturer. Allow 5 days minimum between application and washing of resilient materials. 9E-02 SECTION 9F PAINTING 9F-Ol GENERAL a. Work described in this Section includes: All painting required on the project as defined herein. Paint refers here to sealers, primers, stains and to natural or synthetic 1 iquid-applied materials which cure to a decorative and/or protective film. Paint all materials not installed with a factory finish unless otherwise noted, including exposed piping and ductwork. b. Related work described in other Sections includes complete shop painting of items specified in the Sections describing the items; shoppriming; special coatings. c. Del Ivery and Storage l. Del iver materials to the job site, ready-mixed, in manufacturer1s container with original seals intact. 2. Store materials in a single place. Provide temporary fire fighting devices in storage area; prohibit smoking. d. Inspect surfaces to receive paintand notify the Architect in writing of defects which cannot be remedied by procedures specified in "P repa ra t i on" pa ragraphs of th is Sec t ion. f. Samples and Product Approval 1. Submit a I ist, not less than 30 days prior to commencement of painting indicating manufacturer, brand, quality, type of paint and surface to receive paint. 2. Submit for selection and approval, 3 sets of color samples from the approved paint manufacturer. 9F-02 MATERIALS a. Paint 1. Materials shall be exactly as specified in the "Painting Schedules" in brand and quality. No claim by the Contractor as to the unsuitability or unavailabil ity of any material specified, or his unwill ingness to use same, or his inability to produce first- class work with same, will be entertained. 2. Paint shall be well ground, shall not settle badly, cake or thicken in the container. shall be readily broken with a paddle to a smooth. consistency, and shall have easy brushing properties. 3. Thinning and tinting materials shall be as recommended by the manufacturer. 9F-Ol 80-40 SECTION 9F Continued 4. Materials for priming coats, undercoats and finish coats applied to the same surface shall be produced by the same manufacturer. b. Manufacturers: Proprietary products are listed herein according to the designations of the paint commpany indicated in the Paint Schedule. First line products from the following manufacturers are approved subject to compliance with these Specifications. Cabot Devoe and Raynolds Sherwin Williams Pittsburgh" Paints Benjamin Moore Pratt and Lambert Brunning G 1 i dden c. Colors: Colors shall be as selected by the Architect. Final work shall match selected color chips except final coat may be lightened or darkened as Architect directs. 9F-03 EXECUTION a. Preparation of Surfaces: Apply paint to surfaces which are smooth, even, sound, thoroughly dry and clean, and free of defects which would adversely affect application of paint. Inspect existing surfaces to determine needs of preparation. 1. Woodwork: Sand surfaces to achieve smooth finish. Seal wood, and after drying, patch surface imperfections, cracks, holes and joints with putty, tinted to match finish. Touch up knots and areas of high pitch content with shellac. Prepare surfaces to receive transparent finishes prior to applying first coat. 2. Metal: Wash metal surfaces with mineral spirits to remove grease, oil, and dirt. Wire brush or sand surfaces to remove rust and scale. Touch up factory primed surfaces with compatible primer. 3. Cement and Gypsum Wallboard: Fill surface depressions and irregularities. Remove fins and projections and loose or foreign materials. Preparation will produce surfaces of uniform texture. 4. Galvanized Metal: Clean and prepare surfaces for galvanized metal p rime r . 9F-02 80-40 SECTION 9F Continued b. Workmanship l. Apply paint. by brush, roller or spray at the Contractor's option when allowed by the manufacturer of the respective product. 2. Mix, thin, and apply paint in accord with manufacturer1s directions on the container. 3. Tint primers and undercoats to approximately the same shade as the finish coat. 4. Apply materials evenly without runs, sags, holidays, brush marks, air bubbles or stipple. 5. Cover surfaces completely. If specified coats do not hide stain, dirt or undercoats, provide additional coats to achieve uniform coverage and hiding, at no additional cost to the Owner. 6. Coat shall be thoroughly dry before applying succeeding coats. 7. Seal tops and bottoms of interior doors with the seal coat only, finish side edges of interior doors same as faces of doors. Do not paint over code-required labels. 8. Do not paint bright-plated metal, non-ferrous metal or glass except as specifically noted otherwise. 9. Paint underside of ductwork and other above-ceiling items flat black for the entire area visible through return air grilles. 10. Paint pipes and ductwork, exposed in areas of the finished work. Finish shall match adjacent walls or as selected by the Architect. c! Cleaning: At the completion of painting, remove paint materials and equipment~ Clean drops of spills and touch-up marred surfaces. Accumulation of debris shall be cleaned up daily as work progresses. d. Submittals: Submit color samples and name of manufacturer and product name for approval. e. Painting of Electrical and Mechanical Work 1. Paint all exposed mechanical and electrical work inside and outside of the building, including, but not limited to equipment, hangers, supports, ductwork and accessories, except as specifically excluded herein. Do not paint any equipment identification, performance rating or nomenclaure plates. 2. Shop coats of paint shall be counted as one coat, except on outdoor surfaces. 9F-03 80-40 SECTION 9F Continued f. Schedule J. Exterior Surfaces (a) Miscellaneous metal work, electrical and mechanical equipment, metal doors and frames - First coat: Galvanized metal primer. Second coat and third coat: Semi-gloss exterior enamel. Color as selected by Architect. (b) Stucco and Cement Plaster - First and second coat: Latex flat wall paint.. Color as selected by Architect. (c) Woodwork - two coats exterior preservative stain. Color as selected by Architect. 2. Interior Surfaces (a) Miscellaneous metal, electrical and mechanical equipment, exposed air conditioning ducts and grilles, metal doors and frames: First coat galvanized metal primer. Second and third coats: Semi-gloss exterior enamel. Color as selected by Architect. (b) Drywall - Fi rst coat: Latex wall primer. Second and thi rd coats: Latex washable flat paint. Colors as selected by Architect. (c) Woodwork - Fir~t and second coats: Satin finish clear poly- urethan coating. 9F-04 80-40 SECTION 9G CARPET 9G-Ol GENERAL a. Description Provide all carpeting and accessories 'complete, in place, as shown on the Drawings, specified herein, and needed for a complete and proper installation. b. Qual ity Assurance 1. Qualifications of manufacturer: Products used in the work of this Section 'shall be produced by manufactuers regularly engaged in manufacture of similar items and with a history of successful production acceptable to the Architect. 2. Qual ifications of installers: Use adequate numbers of skilled workmen who are thoroughly trained and experienced in the necessary crafts and who are completely familiar with the specified requirements and the methods needed for proper performance of the work of this Section. c. Submittals 1. Product data: Within 45 calendar days after award of the Contract, submit: (a) Complete materials Ifst of all items proposed to be furnished and installed under this Section. (b) Manufacturer's specifications and other data required to demonstrate compliance with specified requirements. (c) Shop Drawings showing location of all seams and location and types of all carpet metal and accessories. (d) Samples of the full range of colors and patterns of carpet and of exposed accessories available from the proposed manufacturers in the specified qual ities, for Architect's selection. (e) Manufacturer's recommended installation procedures. The manufacturer's recommended installation procedures, when approved by the Architect, will become the basis for inspection and accepting or rejecting actual installation procedures used on the work. 9G-Ol 80-40 SECTION 9G Continued d. Product Handl ing 1. Protections: Use all means necessary to protect the mate'rials of this Section before, during, and after installation and to protect the work and materials of all other trades. 2. Replacement: In the event of damage, immediately make all repairs and replacements needed to the approval of the Architect and at no additional cost to the Owner. 9G-02 PRODUCTS a. Floor Carpet 1. Design is based on use of Stratton Industries Antron I I I, with other attributes as described below. Equal products of Lees an Bigelow will be acceptable when approved by the Architect in accordance with the General Conditions. 2. Attributes: Provide carpeting with at least the following minimum qual ity: (a) Construction - Tufted, Level Loop Pile (b) Yarn - Antron I I I, continuous filament nylon with permanent static (c) Ply - 3 ply Air entrangled - yarn dyed (d ) G au g e - 1 1811 ( 3. 1 8 mm) (e) Stitches/6 in. (15.24 cm) - 57 ( f ) P i 1 e He i 9 h t - 5/32 I I ( 3 . 97 mm) (g) Yarn Weight - 26/28 oz. per sq. yd. (h) Primary Back - Polypropylene (i) Secondary Back - Woven 'polypropylene b. Wall Carpet 1. Des i gn is based on use of IfAcoust i cordll as manufactured by Eurotex, 1712 Walnut Street, Philadelphia, PA 19103, with the attributes listed below. Equal products of other manufacturers will be acceptable when approved by the Architect in accordance with the General Conditions. 2. Attributes: Provide carpeting with at least the following minimum qua 1 i ty . (a) Construction - Unitary fusion-bonded concentric rib (b) Face Yarn - 5D% mohair/wood; 50% synthetic fiber (c) Primary Backing - Polyvinyl chloride (d) Secondary Backing - Jute (e) Wi dth - 7911 (f) Thickness - 3/1611 ( g ) Tota 1 we i 9 h t - 60 0 z. per sq. yd. ( h ) F 1 a me s pre a d - 2 1 9G-02 80-40 SECTION 9G Continued (i) Noise Reduction Coefficient - 0.20 (j) Installation Method - Glue down, with vinyl cap at top edge. c. Other Materials 1. Carpet adhesive shall be white latex W. W. Hentry Co. #356, Roberts Co. #41-0504, as recommended for the purpose by the manufacturer of the approved carpet. 2. Seam adhesive shall be W. ,W. Henry Co. #246, Roberts Co. #41-0502 latex carpet seaming adhesive, as recommended for the purpose by the manufacture of the approved carpet. 3. Vinyl cove cap strip, for use at top edge of all wal I-mounted carpet, shall be Roberts Co. vinyl cover cap strip in the color selected by the Architect from the standard colors of that company, or shall be an equal approved by the Architect and recommended for the purposed by the manufacturer of the approved ca rpet. 4. Other materials, including but not necessarily 1 imited to metal binder bar, shall be as selected by the Contractor subject to the approval of the Archiect. 9G-03 EXECUTION a. Inspection Examine the areas and conditions under which 'dork of this Section will be performed. Correct conditions detrimental to the proper and timely completion of the work. Do not proceed 'until unsatisfactory conditions have been corrected. b. Surface Preparation 1. C 1 e ani n 9 : I mmed i ate 1 y p r i 0 r to ins tal 1 at ion 0 f the wo r k 0 f this Section, thoroughly clean all substrata and remove all oil, grease, paint, varnish, hardeners, and other items which would adversely affect the bond of adhesive. 2. Smoothing: Make all substrata level and free from irregularities. Assure one constant floor height after carpet is installed, grinding high spots and filling low spots as required. 9G-03 80-40 SECTION 9G Continued c. Installation 1. General (a) Glue directly to floor, using no pad and no foam. (b) Scribe the carpet accurately to all vertical surfaces. (c) Al ign the lines of carpet as woven, using no fill strips less than 6r. in width, laying all carpet in the same direction unless specifically otherwise directed by the Architect. 2. Seams (a) Locate seams only where shown on the approved Shop Drawings or where specifically otherwise aproved by the Architect. (b) Locate seams to the maximum practicable out of traffic. (c) Fabricate seams by the compression method, us~n~ a ~utt joint, and properly bead and seal. Do not stretch seams. 3. Cleaning Up: In addition to the requirements of the General Conditions thoroughly clean all carpet surfaces prior to final acceptance of the carpeted areas by the Owner. d~ Protection Provide a heavy non-staining paper or plastic walkway as required over carpeting in direction of foot traffic, maintaining intact until carpeted space is accepted by the Owner. 9G-04 80-40 SECTION lOA LAMINATED PLASTIC TOILET COMPARTMENTS lOA-Ol GENERAL: a . S u bm i t t a J s : (1) Submit shop drawings in accord with the Contract Conditions. Show plans, elevations, construction details, sizes of openings, anchoring and level ing details, brand name of laminated plastic, sheet thickness, colors, patterns, hardware accessories, fasten- ings, and installation instructions. (2) Submit samples of the following in accord with the Contract Conditions: (a) One of each item of hardware, including brackets and fastenings. (b) Three 8" x 10" pieces of each color of plastic laminate. (c) A 1211 x 12" sample of panelshowing finished edge on 2 sides and core construction on 2 sides. (3) Submit an affidavit from the manufacturer, after final approval of shop drawings and before installation of compartments, stating that materials and construction comply with the contract requirements. (4) Submit templates of approved toilet accessories, which require machining, to the partition manufacturer. (5) Submit as-year quarantee against defective materials and work- manship, including delamination of panels and corrosion of hardware. b. Inspect job conditions for variances which would prevent satisfactory installation of this work. Check plumbing fixture location to see that they are in accord with contract requirements. Do not begin this work until all variances are resolved. Follow IIANSI" requirements. c. Approved manufacturers: Mid-South Manufacturing Co., Sobrick Wash- room Equipment, Inc. lOA-02 MATERIALS a. Type Compartment: Floor mounted type with doors, pilasters to anchor to structure above, no top rails. b. Panel s: (1) Basic Materials: (a) Particleboard Core: Mat-formed wood particleboard in accord with ASTM C-1037 and CS 236, Type 2, Density Bt Class 1. lOA-01 80-40 SECTION lOA Continued (b) Plywood Core: EXT-DFPA grade plywood with B-B venee~s in accord with PS 1-66 or hardwood face veneer plywood, in accord with CS 35, T~pe 1, Sound Grade 2, both faces, rotary cut Birch. (c) P1astLc laminate shall be 1/16" (.062") thick sheets con- forming to NEMA LD 1 and Fed. Spec. L-p-s08. Solid colors, patterns, or wood grains shall be selected by Architect from manufacturer's standard color charts. (d) Adhesive: Thermosetting resin type in accord with Fed. Spec. MMM-A-188. (2) Minimum Thickness: (a) (b) (c) Doors: 1 II Partitions: P i 1 as te rs : 1" 1-1/4" (3) Construction: Core shall be particleboard except pilasters shall be plywood. Apply and press adhesive in accord with manufacturer's directions. Apply edge strips to panels first and dress flush with core face; then apply panel faces, dress flush with edges and uniformly bevel or 1 ightly dress edges to match approved sample. Plastic laminate shall be seamless on any face. Prenotch and pre-, drill panels at factory for hardware. c. Hardware and Fittings: (1) Finish hardware shall be the manufacturer's standard, fabricated of 302 stainless steel 18-8 finish. (2) Pi laster head trim shall be 3" high #302 alloy, 18-8 stainless steel polished finish in accord with QQ-S-776. (3) Wall Brackets: Provide toggle, expansion or other type bolts suitable for fastening to adjacent wall construction. Secure panels to pilaster with wall brackets at 3 points, or at manu- facturer's option, hook panels to pilaster at 3 points by means of galvanized tension cleats recessed in panel. (4) Hinges shall be concealed gravity type with stainless steel or Oelrin pivot pins mounted within the door structure. Moving parts shall have either nylon, self-oiling graphite-bronze, or thrust- frictionless bearings. Hinge shall control door to return by gravity when unlocked to a predetermined and preset position. (5) Hinge Brackets shall be thru-bolted. 10A-02 80-40 SECTION lOA Continued (6) Door latches shall be manufacturer's standard surface-mounted type, thru-bolted. (7) Keeper and door stop shall be manufacturer's standard, fitted with rubber bumper and thru-bolted. (8) Coat hook and bumper shall be fitted with rubber bumper. (9) Exposed hardware screw and bolt heads shall be one-way theftproof head type, of manufacturer's standard, wtih heads matching hard- ware, and in accord with FF-B-588 or FF-S-325. lOA-03 EXECUTION a. Install Toilet Compartments in accord with approved shop drawings and manufacturer's instructfons. b. Workmanship: (1) Erect compartments and accessories rigid, plumb and level. (2) Provide approximately III clearance at wall for partitions and pi lasters. (3) Conceal evidence of drilling, cutting and fitting. (4) Clearance at vertical edges of doors shall be uniform from top to bottom and shall not exceed 1/411. c. Final Clean-up and Adjusting: (I) Adjust hardware to achieve proper working order without forcing or binding. (2) Adjust open-in toilet compartment door hinges to hold door open at approximately 30 degrees. (3) Clean exposed surface of partitions and fittings after all other work in area, including painting, is completed. IOA-03 80-40 SECTION lOB TOILET ACCESSORIES 10B-01 GENERAL a. Submit catalog cuts and data sheets in accordance with the Contract Conditions. Indicate sizes, materials, finishes and mounting of units. b. Coordinate work described in this section with work of other trades to insure proper installation. 108-02 MATERIALS a. In each Toilet Room provide and install 1 each Bobrick B-3944 Waste Receptacle and Paper Towel Dispenser where shown. b. At each counter top lavatory, provide and install I each Boberick Liquid Soap Dispenser B-8295MG in counter, and 8-829 at wal 1 mounted lavatories, on lavatories. c. Toilet Paper Holders shall be 8-288 at each W.C. d · G r a b 8 a r s - to con fig u rat ion 5 shown, by Bo b r i c k , 1 - 1 /211 d i a ., sat i n finish stainless steel per ANSI requirements. 10B-03 EXEGUTION a. Coordinate mounting heights as directed by the Architect and as required by other work, and ANSI standards. b. Rigidly secure accessories plumb and level, and provide ful 1 contact between trim and wall. c. Protect accessories from damage until final acceptance of the project. Damaged accessories or scarred finishes shall be cause for rejection. 10B-01 80-40 SECTION 10C BUILDING SPECIALTIES (See also SECTION SA) 10C-01 GENERAL a. Related Documents All provisions of the Contract, including Special Provisions and General Provisions, apply to the work specified in this Section. b. Shop Drawings Submit shop drawings and/or catalog data of all items specified in this Section to the Contracting Officer for approval. 10C-02 MATERIALS a. Flag Pole Flag pole shall be a ground or shoe base set cone tapered flag pole complete with all standard accessories and equipment as required to withstand 125 MPH wind, un-flagged. Pole constructed of 6063T6 aluminum tubing, black anodized. Pole of 3D' exposed height. Butt diameter 6", top diameter 3-1/4", a wall thickness of. 1 881 I m i n i mu m . E qui p me n tan d a c c e 5 so r i e s s h a 1 1 a 1 so i n c 1 u d e double nylon halyards, 6" diameter gold anodized aluminum ball, base flashing collar and grounding rod. b. Building Letters Metal letters forming the building sign shall be cast aluminum letters, all upper case (capitals) of size and style. Finish in black anodic color. Size: 4" high x 5/811 depth. Style: Roman or Classic. Mfgrs.: u.S. Bronze, Spanjer, Mills. Submit catalogue for positive selection. Theft proof mounting. See Sheet A-l for layout and mounting surface. c. Fire Extinguishers 1. F}re extinguisher sh~v~ Wn lounge $h~ll be of dioxide type, 10 pound capacity, Fire Classification BC, U.L Rating 5 BC, shell material alufnln'um, surface mount~d. 2. Fire extinguisher in corridor shall be of 10 pound dry chemical type, shell material aluminum, First Classifications ABC, U.L. Rating 4A-40BC, recessed in aluminum case, with glass door. 10C-01 80-40 SECTION laC Continued d. Plaque: Furnish and install bronze plaque centered above the book depository on the outside (entryway) of building at approximately 5'-0" above the floor, horizontal format, 24" x 18" x standard thickness, beveled edge, u.S. Bronze alloy - free of pits and gas holes with all letters sharp and hand tooled, classic design. Border and faces of letters shall be satin finish and background of oxidized stippled texture. The plaque shall contain the following information: 1. Monroe County Public Library Marathon Branch Erected 1981 2. Board of County Commissioners (with all current names and titles). 3. Library Board (with all current names and titles). 4. McCoy - Knight Associates - Architects and Planners McGl inchy & Pundt - Structural Engineers Anderson - Williams - Mechanical-Electrical Engineers 5. The name of the General Contractor Complete information and plaque layout will be furnished by Architect upon request before ordering. Mfgrs: Southwell, General Bronze, Mills, Spanjer. e. Book Depository: Furnish and install Model 1112SD Book Drop as manufacturered by Mosler Dropository, Grandview, MO, or approved equal. Mount at 4'-0" above floor where shown at entry. Front facing frame and door shall be medium bronze anodized aluminum with "Book DepositorylJ engraved in frame. Steel housing to be touched-up and repainted on the job. f. Bicycle Rack: Furnish and install bike rack as manufacturered by Brandir Enterprises, Inc., New York, N.Y., "Ribbon Rack", where shown "in-ground" mounted, made of ASTM 53 Schedule 40 hot dip galvanized steel pipe (2.375" o.d. x .154" wall thickness). 10C-02 80-40 SECTION lOC Continued 10C-03 EXECUTION a. Flag Pole Installation 1. Set flag pole in a galvanized aluminum steel form filled with 2500 psi concrete, or top secured to concrete foundation with 4 1" x 36' I bo 1 t s wit h do u b 1 e nut s for I eve 1 i n 9 , to pro d u c e win d resistance requirements. b. Fire Extinguisher Mounting 1. Mount surface unit to wall with galvanized wall bracket. 2. Units shall have a ful 1 charge upon completion of project and be so tagged. c. Mount plaque flush, square and level on stucco surface, centered over dook depository, using bl ind tamperproof bronze fasteners in lead inserts. d. Center book depository on space available at location shown. Convey opening size to plasterer, carpenter, and mason for preparation of casing opening. Caulk inside and outside joints. Anchor per manu- facturer's directions. Finish paint case. e. Drill concrete walk and set bike rack in "Por-rock" epoxy setting cement. Clean, do not paint. 10C-03 81-04 SECTION 15A AIR CO~u:T:G:\I~G l\l';D VE:~TIL1\TION TABLE O? CO~TENTS PARAGRAPH lSA-Ol , lSA-02 lSA-03 lSA-04 lSA-OS lSA-06 lSA-07 lSA-08 lSA-09 lSA-10 lSA-ll lSA-12 lSA-13 lSA-14 15A-1S lSA-16 TIT:'E PAGE lSA-Ol lSA-02 lSA-03 lSA-04 lSA-04 15A-06 lSA-07 lSA-08 lSA-Oa lSA-09 lSA-09 lSA-09 lSA-IO lSA-IO lSA-IO ,lSA-ll General Shop Drawings Testing and Balancing Operating Instructions Low Pressure Ductwork Air Outlets and Inlets Roof Top Air Conditioning Units Fire Dampers Room Ventilators Insulation Controls Control System Operation Filters Access Panels Refrigerants and Lubricants Guarantee 81-04 SECTION lSA AIR CONDITIONING &~D VENTILATION lSA-Ol GENERAL: a. Scope: Provide all equipment, materials, labor and power required to construct and complete properly functioning air conditioning, heating and ventilating systems in accordance with these specifications and the associated drawings. b. Drawings and Specifications: All drawings and diagrammatic and are intended to describe the general arrangement and relationship of the major components of each system; exact location of each component shall be determined by means of accurate shop drawings. Specifications, schedules and notes are intended to describe the principal character- istics and performance requirements for the major components of each system; all minor components required to obtain complete and proper system function shall be provided; whether or not specifically mentioned in the contract documents. c. Manufacturer's Names: Reference to system components by manufacturer's names and designations shall be interpreted as establishment of the required type, class and quality of each item; substitution of approved equal equipment or materials will be considered unless specifically noted otherwise. d. Workmanship: All work shall be executed by skilled workmen in accordance with the best commercial practice and with the standards established by ASHRAE for such installations. Location, arrangemerit and finished appear- ance of each system component shall be carefully related to and coordinated with all associated architectural, structural, mechanical and electrical systems. Accomplish coordination by means of accurate field measurements and shop drawings prior to installation, with particular attention to items mounted on finished surfaces or normally exposed to view; and per- form finished work to the complete satisfaction of the Owner. e. Equipment and Materials: All system components shall be standard cataloged products of approved manufacturers substantiated by previously published data; shall essentially duplicate equipment and materials that have been in satisfactory use for a period of two years; and shall be new, free from defects, and of the best quality available in each specified type or class. Equipment or materials of the same type or class shall be the products of a single manufacturer, regardless of their location within the system. Install each system component in strict accordance with the manufacturer's recommendations for the specific service conditions, with proper clearances and adequate provisions for access and maintenance. All equipment and materials shall be permanently marked with the manu- facturer's identification showing capacity service rating, type, grade or class of each item as applicable. f. Equipment Capacities: All equipment shall be tested and rated in accordance with the applicable ASHRAE and ARI Standards; capacities shall be as required to obtain the specified air quantities, pressures and temperatures at design conditions. lSA-Ol 81-04 SECTION l5A Continued g. Equipment Operation: No equipment shall be operated for any reason un- less properly adjusted and fully lubricated; and unless all associated filters and strainers required during normal operation have been installed. h. Motors and Starters: Provide all electric motors required to operate the air conditioning, heating and ventilating equipment. Motors shall have electrical characteristics suited to the available electric service, and be designed to obtain the rated horsepower at the exact voltage specified. Provide all motors with adequate overload and overcurrent protection for each phase. All magnetic motor starters shall be furnished under this section of the specifications in accordance with the Section, ELECTRICAL WORK. All manual starters shall be furnished under the Section, ELECTRICAL WORK. i. Drives and Couplings: Provide all machine drives and flexible couplings required to properly interconnect motors and equipment; all drives and couplings shall be designed for 150% of the motor rated horsepower. V- belt drives shall be variable-pitch, selected to operate at the approximate midpoint of the adjustQent range under initial operating conditions. Provide all exposed V-belt drives and couplings with an approved guard. j. Vibration and Noise: Provide approved vibration isolators and acoustic insulation as required to eliminate any objectionable noise or vibration resulting from the operation of the air conditioning, heating and ventilation systems. Each item of equipment shall be provided with an approved structural steel or concrete base to properly distribute the weight of the machine. k. Corrosion and Electrolysis: Provide approved corrosion resistant materials and coatings as required for adequate protection of all system components. Protect uninsulated ferrous surfaces by galvanization, or by application of a rust inhibiting primer followed by two coats of a corrosion resistant finish, or by a combination of these methods as directed. Where contact of dissimilar materials may cause corrosion or electrolytic action, separate materials by means of synthetic rubber or plastic gaskets, grommets, and isolation fittings as required. 1. Codes and Standards: All work performed under this specification shall conform to the requirements of the latest edition of the following codes as modified by local ordinances: 1. Standard Building Code 2. NFPA 90A - Air Conditioning and Ventilation Systems l5A-02 SHOP DRAWINGS a. Submit copies of the following shop drawings in accordance with the provisions of the General and Special Conditions of the contract: 1. Detailed informatio~ for all equipment, dampers, air distribution devices, controls a~j auxiliaries. lSA-02 81-04 SECTION lSA Continued '2. Detailed layouts of each equipment area, showing all equipment and ductwork. 3. Complete composite diagrams and descriptions of each control system in its entirety showing the specific equipment furnished. 4. Complete details of all foundations, hangers, supports, anchors, guides and vibration isolators. b. Shop drawings shall include all data necessary for engineering approval, including capacities, operating pressures and temperatures, service ratings, sound power levels, physical structure, weights and dimensions as required; all performance data and dimensions shall be certified by the manufacturer with authorized fac~ory signature. Submit all performance data in the form of cur~s showing capaci~y variations under va~ing operating conditions. Data for interrelated i~cms of equipment shall be submitted simultaneously to permit evaluation of the operating balance for each system. c. No equipment or materials s~all be purchased or installed prior to final approval of shop drawi~gs. d. No shop drawings shall be considered for approval unless all information required for evaluation is included. Incomplete shop drawings will be totally disapproved. lSA-03 TESTING AND BALANCING: a. Subject the completed air conditioning, heating and ventilating systems and all components thereof to operating test as specified herein and as required to demonstrate acceptability of each system. Tests shall be performed by an approved agency and at the Contractor's expense. b. Determine and tabulate air volumes and velocities at each grille and diffuser and adjust dampers, control devices and fan drives to obtain the indicated air quantities. Adjust and modify each supply grille and diffuser distribution pattern as required to maintain air motion, noise level and temperature variations within acceptable limits throughout each space. c. Record and tabulate all data necessa~ to demonstrate the capacity of each system component under actual operating conditions and adjust dampers, control devices and machine drives to obtain a suitable operating balance for each system. Data for each item of equipment shall be recorded simultaneously with data from all associated equipment, together with coincident outside air dry bulb and wet bulb temperatures, to permit evaluation of total system performance. Data shall include the fOllowing: 1. Supply, return and outside air quantities for each air conditioning and ventilation system. 2. Air volumes and velocities for each fan, cooling coil, heating device and air cleaning asserr~ly. 15A-03 81-04 SECTION l5A Continued 3. Entering and leaving air dry bulb and wet bulb temperatures for each cooling coil. 4. Entering and leaving air dry bulb temperatures for each strip heating unit and air cooled condenser. 5. Measured voltage and current input for each motor. d. Submit test data format for approval prior to beginning of tests. Upon completion of testing and balancing procedures, submit four copies of all test data for record and approval. After formal approval, copies of test data shall be included in the operating and maintenance manuals. lSA-04 OPERATING INSTRUCTIONS: a. After all system components have been installed and tested, and final adjustments made, provide the Owner with complete information and instructions as specified herein and as required for efficient operation and proper maintenance of each system. b. Provide the services of an operating engineer to operate the system under the Owner's observation. c. Submit four bound copies of operating and maintenance manuals for the system. Manuals shall provide complete information in regard to sequence of operation, operating pressures and temperatures, control settings and adjustments, routine maintenance and emergency procedures for each system component; and shall i~clude properly coded control diagrams; and a complete list of maintenance and replacement parts for all major items of equipment. d. Identify all equipment, switches, starters and controls by means of engraved vinyl plastic nameplates. Provide complete control diagrams with outline operating instructions, properly coded to identification plates. e. Provide a complete set of "as-built" drawings, showing the exact installed location of each component of the air conditioning, heating, ventilation system; manufacturer's names and designations for all major items of equipment; and final air quantities, operating pressures and temperatures. Final inspection will not be made until accurate "as-built" drawings are received. lSA-OS LOW PRESSURE DUCTI~OR,: a. Fabricate all ductworK from galvanized sheet steel with galvanized steel bar and angle br~cing. Zi~c cOating shall be of uniform thickness; free from blisters, -sli\lL.l:"s al1C. pits; and capable of withstanding normal sheet metal forming operations without flaking or splitting. Construct rectangular duct sections using Pi ttsburgh corner seams i connections between duct sections shall be as noted hereinafter. Tightly close seams to minimize air leakage. lSA-04 81-04 SECTION 15A Continued b. Sheet metal for rectangular ducts up through 30 inches maximum side shall be 24 guagei 31 through 54 inches, 22 gauge; 55 through 84 inches, 20 guage. Ducts up through 18 inches maximum side shall have 1 inch bar slip joints on 10 foot centersi 19 through 42 inches, 1 inch standing "5" slip joints on 5 foot centers; 43 inches and larger, 1-1/2 inch angle slip joints on 5 foot ce~ters. Ducts 43 through 60 inches maximum side shall be reinforced with 1-1/2 x 1-1/2 x 1/8 angles on 60 inch centers. c. Provide square elbows with double thickness turning vanes designed to maintain the same free area at any cross-section of the bend. d. Construct all transformations in duct size and shape with a maximum angle of 15 degrees between the duct centerline and any side of the transition. Make rectangular duct branch connections with 90 degree taps. All branches shall enter the main at large end of transition. e. All ductwork shall be adequately supported from the building structure at intervals not to exceed 8 feet for ducts up through 18 inches diameter or maximum side, and 4 feet for larger ducts. Hangers shall be constructed from galvanized steel flat bars; 1 by 1/8 inch for ducts up to 42 inches maximum side, and 1-1/2 by 1/8 for larger ducts. Hangers for rectangular ducts shall be extended completely down both sides of the duct and fastened with not less than three rivets per side. Hangers shall be fastened to concrete construction with inserts or expansion bolts and to wood construction with appropriate clamps. Wnere ducts pass through roofs, provide a 3 by 3 by 1/4 inch angle flange securely fastened to the entire perimeter of the duct; the horizontal leg shall be bolted to the roof on 12" maximum centers. f. All flat sheet metal panels which are uninsulated or covered with flexible insulation shall be cross-broken between the standing seams or reinforcing angles. Cross-breaking shall be of the required height to obtain a rigid surface; panel size shall not exceed 5 feet in width or length. g. 'Provide all volume dampers required for complete control of air distribution. Volume dampers shall be constructed of 16 guage sheet metal; dampers up to 12" in width may be single blade, and over 12" shall be multi-blade with a maximum blade width of 9". Single blade dampers shall be provided with 1-1/2 x 1/8" galvanized steel bar frames; multi-blade dampers shall have a 1-1/2 x 1/2 x l/S" galvanized steel channel frame. Each damper blade shall be securely attached"to a 1/2" dameter steel pivot rod mounted in bronze frame inserts; each rod shall be extended to a locking quadrant with indicating device mounted on the side of the duct. On insulated ductwork all quadrants shall be mounted on brackets flush with the insulation surface. h. Provide all doors and panels required for access to dampers and controls. Construct access doors of 18 guage sheet metal with 1 x 1 x 1/8 inch galvanized steel angle frames; frame door opening with a continuous 1-1/2 x 1-1/2 x 1/8: galvanized steel angle. Provide each door with not less than two galvanized steel hinges with bronze pins. Construct access panels of 18 guage sheet metal with 1 x 1/8 inch galvanized steel bar frames; frame panel openings with a continuous 1 x 1/8 inch galvanized steel bar. Provide lSA-G5 81-04 SECTION l5A Continued each access door and panel with two fastening devices. Provide doors and panels with sash or wedge type fasteners and a I x 1/8 inch synthetic sponge rubber gasket around the entire perimeter of the frame. Insulate access doors and panels for insulated ductwork with the same material and thickness as applied to the adjacent sheet metal. i. Provide all necessary holes and easements for the installation of pipes, conduits and hangers which pass through the ductwork; if more than 10% of the duct area is obstructed, provide a stream-lined easement and enlarge duct to maintain the full duct area around the easement. Wherever duct- work conflicts with building structure, transform or divide the duct as required, in each case maintaining full duct area throughout the trans- formation or division. All ductwork modifications shall be approved prior to fabrication and installation. j. Seal all joints in supply, return and exhaust ductwork with an approved 4" wide, fire-retardant, pressure-sensitive, vapor-barrier tape. Close all holes provided for the introduction of instruments with fire-retardant synthetic rubber plugs. Seal holes provided for the passage of pipes, conduits and hangers by means of fire-retardant synthetic rubber grommets. k. All ductwork where indicated shall be lined throughout with coated glass fiber insulation of not less than 3 PCF density. Coating shall be a fire-retardant synthetic rubber compound and shall comply in every respect with the requirements of NFPA Bulletin 90A. Installed thickness of insulation shall be 1"; NRC shall be not less than 0.65 as measured by AMA standard test procedure, mounting 6. Insulation shall be fastened to the duct with a 100% coverage of fire-retardant adhesive and secured with stik clips and washers on 12" maximum centers. All insulation joints shall be butted tightly together and all exposed edges shall be protected with a continuous strip of 26 guage galvanized sheet steel riveted to the duct. lSA-06 AIR OUTLETS AND INLETS: a. Test and rate all air outlets and inlets in accordance with ADC Equipment Test Code I062R4, and provide the proper size and type to obtain satisfactory distribution of the specified air quantities within each space. Construct all grilles, registers, and diffusers entirely of aluminum, with clear acrylic lacquer finish unless otherwise indicated. Provide each air outlet and inlet with a synthetic sponge rubber gasket to form a tight seal be- tween frame and mounting surface. b. All return air registers and grilles shall be fixed lattice type, with 1/2 x 1/2 inch grid 1/2 inch deep, free area shall not be less than 90 percent. All registers shall have key operated opposed-blade dampers. Registers and grilles shall be Titus, with Model SOF core. Grilles shall be as above without damper. c. All supply registers shall be adjustable double-deflection type, with vertical front bars, horizontal rear bars, and key-operated opposed- blade dampers. Spacing of bars shall not be greater than the. depth in the lSA-06 81-04 SECTION 15A Continued direction of air flow; free area of each set of bars shall be not less than 75 percent. Registers shall be Titus with Style 272 core. d. Rectangular ceiling diffuser shall be fixed directional pattern, multiple louver type with removable core and key or lever operated oppose-blade dampers. Diffusion pattern shall be as indicated on the drawings. Ceiling diffusers shall be Titus Model TDC. e. All door louvers shall be fixed V-bar type, with horizontal bars spaced to obtain a sightproof grille when viewed from any angle; free area shall be not less than 60 percent. Louvers shall be Titus Model CT-70Q-BF. f. Provide air volume extractors where indicated. Air volume extractors shall be capable of providing a complete shut-off and shall be equipped with a manual operator with graduated dial type indicator and locking nut mounted in an accessible location. Air extractors shall be factory fabricated and assembled. Air extractors shall be Titus Model AG-45. lSA-07 ROOF TOP AIR CONDITIONING UNITS: a. Provide factory assembled, self-contained roof top units as scbeduled on the drawings. Units shall consist of a fan coil section, a compressor section with integral condenser and all necessary controls and interconnecting refrigerant piping. Fan coil sections shall be composed of forward curved belt-driven or mUlti-speed direct driven centrifugal fans, open squirrel cage mot~r, magnetic starter, extended surface cooling coil with copper tubes and aluminum fins, throwaway filters, and interconnecting refrigerant piping. Provide steel lined and insulated drip pan for cooling coil. b. Compressor sections shall be complete with single or multiple compressors with completely separate refrigerant circuits, integral condensers, motors, controls and interconnecting refrigerant piping. Provide compressors with suction gas cooled motors,. magnetic starters and crankcase heaters. c. Provide forced convection type air cooled condenser with extended surface coil, direct drive fan, motor, and magnetic starter. Units shall be capable of proper cooling down to 450 ambient temperature. d. Safety controls shall include refrigerant relief provisions, a fan safety cutoff for both supply air and return air, unless otherwise indicated, high-low pressure controller, thermal cutout for each compressor and pro- visions to prevent short cycling. e. All components of each unit to be mounted in a suitable weatherproof apparatus casing, internally lined with not ~ess than 1" of fire-retardant synthetic rubber coated glass fiber insulation. Casing to be constructed of steel panels coated with approved corrosion resistant coating. Provide all necessary controls for fully automatic fail-safe operation of air conditioners. f. Units shall contain electric strip heaters as scheduled. Electric strip heaters shall be UL approved nickel-chrome resistance wire type. Capacity of each heater shall be as shown on the drawings. Each element shall lSA-07 81-04 SECTION l5A Continued provide the specified heating capacity without exceeding the recommended temperature. Elements shall be arranged to minimize air flow resistance. Each bank of elements shall be equally divided to provide the scheduled number of capacity steps. Provide a three-pole magnetic contactor for each step of each 3 phase heater. Elements shall be equally divided across the three phases unless otherwise indicated. Each heater assembly shall be properly grounded. Heater shall be provided with a built-in, UL listed automatic reset high temperature controller designed to protect the equipment from overheating from any cause. Heater assembly shall be provided with a high temperature limit controller with a manual reset. Heater assembly shall have fan interlock relay. All controls shall be installed in an insulated raintight terminal box. g. Provide complete roof mounting curbs with insulated base pan and outside air intake cowls with birdscreens and manual volume dampers. h. Rooftop air conditioners shall be constructed and installed to withstand a wind pressure of 50 PSF from any direction, and to prevent entry of water into the building or the air conditioning system under all weather conditions. Weatherproof covers shall be provided for all controls, motors and drives. All exterior surfaces shall be galvanized steel with baked enamel finish. i. AC-l and AC-2 shall have 100 rise hot gas reheat coil installed at factory by the manufacturer. j. All compressors shall be covered by a written five year guarantee. k. See the paragraphs "Controls" and "Control System Operation" hereinafter for control requirements. 1. Condenser coils shall have clear epoxy coating applied to both sides to minimize corrosion. Coating shall be applied by Quality Coatings, Tampa, Florida. lSA-08 FIRE DAMPERS: Provide approved fire dampers where indicated on the drawings to minimize fire hazard. Dampers shall be constructed and installed in accordance with the requirements of NFPA Bulletin 90A, and each damper shall be provided with a fusible link designed to melt at l650F. Provide approved access to each fire damper to permit visual inspection and manual testing of the damper mechanism. 15A-09 ROOM VENTILATORS: Room ventilators (ceiling mounted fans) shall be factory-assembled units, tested and rated in accordance wi th the AMCA Standard Test Code, and shall bear the AMCA certification seal and UL label; capaci ty of each ventilator shall be as indicated on the drawings. Each unit shall be complete with direct-driven fans, housing, decorative grille and automatic backdraft damper. Each fan shall be isolated from the building structure by means of approved vibration isolators. Fan units shall be provided with an appropriate weatherproof wall or roof cap. lSA-08 81-04 SECTION lSA Continued lSA-10 INSULATION: a. All surfaces shall be clean and dry before insulation is applied. Insulation sections or segments shall be properly cut and fitted to each surface, tightly butted together and adequately secured. All seams and joints shall be thoroughly sealed with an approved fire-retardant joint sealer as recommended by the insulation manufacturer. Finish jackets shall be lapped not less than 2" at all joints and seams, and sealed with an approved fire- retardant vapor-barrier adhesive. b. All supply air and return air ductwork shall be insulated throughout with glass fiber, blanket insulation of not less than 1-1/2 PCF density. Duct- work indicated to be lined does not require exterior insulation. However, exterior insulation shall overlap lining termination by not less than 12" unless otherwise indicated. Supply air ductwork insulation shall have a vapor barrier. Vapor barrier shall be a factory applied 0.002" thick, reinforced aluminum foil jacket. Installed thickness of insulation shall be In. Insulation shall be fastened to the duct with weld pins or stik clips and washers on 12" maximum centers; jacket shall be lapped not less than 2" at all joints and seams, and sealed with an approved fire-retardant vapor barrier adhesive. lSA-ll CONTROLS: a. Provide a complete system of electric, electronic or combination controls for air conditioning, heating and ventilating systems. Controls shall be equivalent in function to the system indicated. The system shall include all controllers, relays, switches, motors, dampers and accessories required to obtain the control function indicated or specified. The Air Conditioning Contractor shall provide all necessary devices and instruction to the Electrical Contractor for connection of these devices. The Air Conditioning Contractor shall also be responsible for final checkout and proper operation of the control equipment. b. All controllers shall be of the range and sensitivity required for the specific application. Remote bulb controllers shall have external setting, adjustable differentials and all necessary capillary tubing. Room controllers shall have internal settings and blank covers with tamperproof locking devices. c. Provide all safety and limit controllers required to prevent hazardous operation of or damage to equipment; all safety controls shall be manual reset type. d. All transformers and control devices required for electric and electronic controls shall be furnished by the Contractor. lSA-12 CONTROL SYSTEM OPERATION: a. AC-l and AC-2 shall each be individually controlled from a switch in the room thermostat sub-base. The evaporator fan shall operate continuously while the system is energized. The condenser fanes) shall operate only when the compressor(s) operates. On call for cooling from the room lSA-09 81-04 SECTION lSA Continued thermostat, the compressor{s) shall be energized. On call for heating from the room thermostat the compressor(s) shall be locked out and the electric heater shall be energized. There shall be a minimum two degree deadband between heating and cooling and the changeover shall be auto- matic. On call for dehumidification from the room humidistat, the 100 rise hot gas reheat coil shall be energized. The unit shall be de- energized if either the supply or return air high limit switch exceeds its set point. b. AC-3 shall be controlled from a switch in the room thermostat sub-base. The evaporator fan shall operate continuously while the system is energized. The condenser fan shall operate only when the compressor operates. On call for cooling from the room thermostat, the compressor shall be energized. On call for heating from the room thermostat, the compressor shall be locked out and the electric heater shall be energized. There shall be a minimum two degree deadband between heating and cooling and the changeover shall be automatic. The unit shall be de-energized if the return air high limit swi tch exceeds its set point. 15A-13 FILTERS: a. Construction filters: provide one set of throwaway filters to be used during construction. Filters shall be viscous impingement type, with glass fiber media and disposable frames; thickness of media shall be 1" or 2" as indicated. Initial resistance of 2" thick filters shall not exceed 0.10" WG at 350 FPM net face velocity. b. Final filters to be installed in the air conditioning units prior to final test and balancing shall be throwaway type as specified for con'struction filters. c. Each filter bank shall be provided with an inclined manometer type differential pressure gauge; length of scale shall be as required for a total pressure range of 1" of water, with O.Ol'~ graduations. Gauge shall be complete with adjustable chrome-plated scale, two 5' lengths of 1/4" 00 tubing, two static pressure tips, over-pressure safety traps and three-way zero test valves. lSA-14 ACCESS PANELS: Provide access panels for installing by the appropriate trade for each item of equipment such as dampers, controls, etc., which require maintenance and are concealed by otherwise non-accessible building construction. Panel frames and covers shall be selected to suit the various finish materials encountered. Minimum size 12" x 12". 15A~15 REFRIGERANTS AND LUBRICANTS: a. Provide a full operating charge of the proper refrigerant for each air conditioning refrigeration system. lSA-lO . 81-04 SECTION ISA Continued b. Each item of equipment shall be provided with a full initial charge of approved lubricating oil or grease as recommended by the manufacturer for the specific service conditions. c. Refrigerant and lubricants for each system shall be installed prior to the specified operating tests. Upon satisfactory completion of all tests, any refrigerant lost from the system shall be replaced. lSA-lS GUARANTEE: a. All equipment shall be guaranteed to have the specified capacities and to operate without objectionable noise or vibration under installed conditions. b. Provide a written warranty covering all equipment, materials, and workman- ship for a period of one year from the date of final acceptance or beneficial use by the Owner, whichever is earlier; this shall include an agreement to replace all defective equipment or materials and repair all defective work- manship during the warranty period without cost to the Owner. c. The compressors in the air conditioning units shall have a five year written guarantee as specified in the paragraph "Roof Top Air Conditioning Units". These guarantees shall be made out to the Owner. lSA-ll 81-04 SECTION 15B PARAGRAPH 15B-01 15B-02 15B-03 15B-04 15B-05 15B-06 15B-07 15B-08 15B-09 15B-10 15B-11 15B-12 15B-13 15B-14 15B-15 15B-16 15B-17 15B-18 15B-19 15B-20 15B-2l 15B-22 15B-23 158-24 15B-25 PLUMBING TABLE OF CONTENTS TITLE General Shop Drawings Materials and Piping Piping Supports Valves Unions Traps Soil, Waste and Vent Piping Installation Water Hammer Control Access Panels Pipe Sleeves Connection of Equipment Electrical Requirements Waterproofing and Vapor Seals Roof Drainage System Hose Bibbs Cleanouts Site Storm Drainage Fixture List Air Conditioning Condensate Drains Lawn Irrigation System Insulation utilities for Test Tests Charts and As-Builts PAGE 15B-01 l5B-02 15B-03 15B-03 15B-04 15B-04 15B-04 15B-04 15B-05 15B-05 15B-05 15B-05 15B-06 15B-06 l5B-06 15B-06 15B-06 15B-07 15B-07 15B-08 15B-09 15B-09 15B-09 15B-09 15B-10 81-04 PARAGRAPH TITLE PAGE 15B-26 Instructions 15B-10 15B-27 Supervision 15B-11 15B-28 Rules and Regulations 15B-11 15B-29 Sterilization 15B-11 15B-30 Guarantee 15B-11 81-04 SECTION 15B PLUMBING lSB-Ol GENERAL: a. This section of the specifications is intended to specify all plumbing work, fixtures, equipment, etc., including water, sanitary and storm drainage systems. b. The drawings show the general scope of the installation but do not attempt to show all details. This Contractor shall verify that there is no con- flict with the structural, electrical, air conditioning or other trades, and if such conflict exists, which cannot be resolved by this Contractor, it shall be corrected under the direction of the Architect. This Con- tractor shall be responsible for the layout of his work so that all trades affected will make necessary provisions for its installation. Any unresolved conflicts which occur shall be promptly brought to the attention of the Architect whose decision shall be binding on all parties. c. Drawings: The drawings show the general arrangement only, of the piping systems, and any offsets, fittings or accessories required shall be the responsibility of the Contractor. The Contractor shall carefully investi- gate the structural finished conditions affecting the work and shall arrange such work accordingly, furnishing such additional appurtenance as required to meet such conditions. d. Cutting and Repairing: Cutting of construction shall be done only with the written permission of the Architect, and at location(s) as directed. Where cutting of concrete beams or floor slabs is approved by Architect, the holes shall be accurately made by carbide blades or diamond drills only. Beams or other structural members shall not be cut or drilled un- less specifically indicated on the drawings. Damage to building, piping, wiring or equipment as a result of cutting for installation shall be repaired by skilled mechanics of the trade involved at no additional expense to the Owner. e. Protection of Fixtures, Materials, and Equipment: Pipe openings shall be closed with caps or approved plugs during installation. All new fixtures and equipment shall be tightly covered and protected against dirt, water and chemical or mechanical injury. Upon completion of all work, all fixtures, material and equipment installed under this section of specifica- tions shall be thoroughly cleaned and delivered in a condition satisfactory to the Architect. f. Manufacturer's names shall be interpreted as establishment of required type, class and quality; substitution of approved items will be con- sidered with submittal of shop drawings for review. g. Furnish, install and hook up all fixtures as shown and indicated herein. h. Furnish and install dielectric couplings at all connections between dissimilar metals. ISB-Ol 81-04 SECTION lSB Continued i. Provide all labor, materials and equipment required for this section of the specifications. The following list is intended as a guide for this Contractor and the requirements are not necessarily limited to the items breifly mentioned. 1. Sanitary soil, waste and vent system as indicated. 2. All equipment, fixtures and fittings shown on the drawings and herein- after specified. 3. System for supplying hot and cold water to all locations shown, in- cluding connections to equipment and hose bibbs. 4. All drains related to the air conditioning systems and storm drainage system as indicated on the drawings. 5. Parking area storm drainage system. . 6. Lawn irrigation system. 7. Complete operating instructions, valve tagging, supervision, and preparation of "as-built" drawings. 8. All chemicals required for testing systems or initial start-up. 15B-02 SHOP DRAWINGS: Submit shop drawings in accordance with Provisions of the General and Special Conditions for all materials, items of equipment, all plumbing fixtures, including drains and valves for approval prior to installation. Related items of equipment shall be submitted at one time. 15B-03- MATERIALS AND PIPING: a. All materials shall be new and conform to the Standard Plumbing Building Code. b. Soil, waste and v.ent lines and storm drainage lines shall be centrifugally spun service weight cast iron pipe with hub and spigot gasketed joints below floor and grade. Hubless fittings and joints may be used above floor and grade. Pipe and fittings shall be coated with coal tar pitch. Vent and waste lines 2" and smaller may be schedule 40 galvanized steel or Type K or L copper. c. Domestic hot and cold water lines shall be copper tubing, Type L, with soldered join'ts. Water lines below grade shall have approved 1/16" thick bitumastic coating. d. Air conditioning condensate drain lines shall be DWV schedule 40 PVC with solvent welded joints. lSB-02 81-04 SECTION l5B Continued e. P & T relief lines shall be Type K or L copper with sweat fittings. f. Pipe cleanouts in soil and waste lines shall have bodies of standard pipe sizes and shall conform in thickness to that required for pipe and fittings of the same materials. Stack cleanouts shall be standard full size tapped tee branches to accommodate a brass cleanout plug. g. Escutcheons shall be stainless steel or chromium plated brass and shall have set screws, or other devices to hold them securely in place. The diameter of the escutcheons shall be sufficient to cover the ends of the pipe insulation, pipe sleeves, etc., where such occur. h. Hangers, supports and anchors shall be securely supported from and anchored to the building constructio~. Hangers shall conform to Federal Specification WW-H-17l, Type number as follows: split ring and turn- buckle adjuster Type 11, adjustable wrought clevis Type I, riser clamp Type 8, steel brackets Type 32 and 33 (as recommended by manufacturer for load conditions), U-bolt anchor Type 23, extension split pipe clamp hanger Type 23, and wrought strap Type 26. All hangers and rods shall be malleable iron and shall be cadmium plated for use with ferrous or insulated piping and copper-plated for use with non-insulated copper piping. lSB-04 PIPING SUPPORTS: a. Horizontal Piping: Hansers and supports shall be installed as specified hereinafter, and at locations not more than 3' from the end of each run- out. A hanger shall be installed not over 1 foot from each valve, appurtenance and change in direction of piping. Rings shall have diameter large enough to include the covering for piping. Anchors shall be pro- vided where necessary to localize or control the expansion strain on piping. Supports, anchors or stays shall not be attached in places where such supports will injure the construction during installation or by the weight or expansion of the pipeline. Anchors shall be designed to sustain all reactions from thermal expansion and pressure, as applicable to the bend, joint or system used, without damage to anchor or structure. 1. Cast iron piping shall be supported at not more than 5' intervals, and supports shall be located near each joint. 2. Threaded pipe shall be supported at 10' intervals for 2" and larger lines and 8' intervals for smaller sizes. 3. Copper tubing shall be supported at not more than 6' intervals for tubing up to 1 1/2" in size and 10' intervals for tubing 2" and larger. Hangers for copper tubing shall have proper size rings to suit outside diameter of tubing. 4. PVC piping shall be supported at not more than 5' intervals. 15B-03 81-04 SECTION 15B Continued b. Vertical Piping: Supports shall be spaced as specified hereinafter and at locations not more than 8' from end of riser. 1. Cast iron and threaded pipe shall be supported at floor and below roof. penetrations. 2. Where no floors are available for pipe supports, all ferrous service piping shall be supported at 10' intervals. Cast iron piping shall be supported at 15' intervals. Copper tubing shall be supported at 10' intervals. c. All uninsulated pipe shall be wrapped at each hanger or support with 1/16" thick neoprene pad 4" wide. Pads shall be wired in place at each end with 14 gauge copper wire. Piping shall be further isolated from all contact with the building or other services by neoprene pads, as specified above, with sufficient length to pass the construction width. lSB-OS VALVES: Water service valves shall conform to the following except that non-rising stem shall be used only where space conditions prevent the use of rising stern valves. Valves 2 in. and smaller shall be screwed bronze, valves 2-1/2 in. and larger shall be flanged I.B.B.M., valves for use with copper tubing shall be provided with brass or copper, copper-to-iron pipe size adapters through 2 in. in size and flanged ends for larger sizes. The valve manufacturer shall verify that no fillers have been used in the valve construction. All valves shall be rated for 125 pound stearn working pressure. Valve types shown on the drawings shall be provided in lieu of valves specified herein. Valves shall be manufactured by Nibco-Scott, Hammond, Lukenheimer, Wallworth, Jenkins, or Stockham. 158=-06 UNIONS: Unions shall be provided at all points of equipment connection and else- where as indicated or as may be required for convenient maintenance. Unions shall be 250 pound mallealbe iron ground joint with brass to iron seat for ferrous piping or 250 pound bronze or brass for non-ferrous piping. 15B~07 TRAPS: Traps shall be self-cleaning. Each fixture shall be separately trapped unless otherwise indicated. 15B~08 SOIL, WASTE AND VENT PIPING INSTALLATION: a. Soil and waste lines 3" and smaller shall slope 1/4" per foot. Larger lines shall slope 1/8" per foot, unless otherwise indicated. Horizontal vent lines shall slope back to stacks. b. Vent lines shall be run as direct and free from bends as possible. lSB-04 81-04 SECTION 15B Continued l'SB-09 WATER HAMMER CONTROL: Provide air chambers at fixtures. Air chambers shall be full line size and not less than 20" long. Air chambers shall be self draining. 1.5BZ310 ACCESS PANELS: Provide access panels for installing by the appropriate .trade for each item of equipment such as valves, etc., which require maintenance and are concealed by otherwise non-accessible building construction. Panel frames and covers shall be selected to suit the various finish materials encountered. Minimum size 12 x 12". 15B""" 11 PIPE SLEEVES: a. General: Pipe sleeves shall be furnished and set, and the Contractor shall be responsible for their proper permanent location. b. Locations and Materials: Pipe sleeves shall be installed for pipes passing through roofs, floors, and walls. Clearance between sle~ves and pipe covering and/or pipe shall be 1/4" minimum unless otherwise indicated. Construction shall not be cut except where approved by the Architect. Where cutting of construction is permitted, the construction shall be repaired to match its original condition. Sleeves located in partitions, walls and floors shall be sealed to make the space between pipe and sleeve sound tight and watertight with a sealing compound, Benjamin Foster 60- 30 or 60-60, or as approved equal. Where piping penetrates exterior walls or beams, perimeter joints on exterior of building shall be sealed watertight. Sleeves shall not be installed in structural members except where indicated or where the contractor has received prior approval of the Architect. 1. Schedule 40 galvanized steel pipe sleeves shall be installed where pipes pass through floors on and above grade, and shall be installed for pipes that pass through exterior walls or fire walls. Floor sleeves shall extend 1/2" above finished floor. 2. 22 gauge sheet metal or 1/4" thick fiber sleeves shall be installed where pipes pass through interior walls and partitions. Sleeves shall be flush with walls. lSB-12 CONNECTION OF EQUIPMENT: Connections between equipment furnished by the Owner or under another section of these specifications, and the piping systems covered by this section of the specifications shall be made under this section. Provide all utilities required for proper operation of all equipment and fixtures. lSB-OS 81-04 SECTION 15B Continued 15B-13 ELECTRICAL REQUIREMENTS: All electrical equipment and power and control w~r~ng shall be complete and shall conform to the applicable requirements of the section, "Electrical Work". Motors shall have electrical characteristics suited to the available electrical service, and shall be designed to obtain the rated horsepower at the exact voltage specified. All motors shall be provided with adequate overload and over-current protection for each phase. 15B-14 WATERPROOFING AND VAPOR SEALS: Wherever work specified in this section requires penetration of water- proofing or vapor seals, the work shall be performed in an approved manner in accordance with the requirements of other sections of these specifications. lSB-1S ROOF DRAINAGE SYSTEM: a. Slope: Unless otherwise indicated, all horizontal roof drainage lines shall be laid to 1/8" per foot grade. b. Material: Drainage lines shall be of cast iron as specified for sanitary soil and waste lines. c. Roof drains shall be Zurn lOQ-E, Josam Series 21000, Wade 3500-DF or Smith 1015. Roof drain body shall be cast iron and dome shall be polypropylene. lSB-16 HOSE BIBBS: a9 All hose bibbs shall be compression type with lockshield and locksheild key, solid flange, with 3/4" threaded hose end. bQ Hose bibbs shall be precision-machined red bronze and shall be Nibco- Scott 763LS. c~ Each hose bibb shall be equipped with a Watts No. 8 back-siphonage back- flow preventer with tarnperproof screw. l5B-17 CLEANOUTS: a. Cleanouts shall be installed at the base of each sanitary soil stack and rainwater leader and where indicated. b~ Cleanouts on sanitary stacks and rainwater leaders above the floor and in partitions or pipe chases shall be provided with a threaded plug and stainless steel access cover plate as manufactured by Zurn, Series 1460-8. lSB-06 81-04 SECTION 158 Continued c. Sanitary cleanouts flush with floor shall be provided with a cast iron sectional cutoff type ferrule, round threaded brass raised head plug and brass scoriated coverplate secured to plug by countersunk screw. d. Cleanouts, exterior to the building and flush with grade, shall be Josarn, Series 58310, Smith 4243 or as approved, with brass cover and top. Provide a concrete pad for all exterior cleanouts. The pad shall be 2' square and 511 deep with 2 layers of 6 x 6 x 10/10 welded galvanized wire mesh reinforcing. The pad shall be centered on the cleanout and flush with finished grade. l5B-18 SITE STORM DRAINAGE: Soakage pits and catch basins shall be provided, complete, where indicated to serve a portion of the parking lot area. All piping shall be cast iron as specified hereinbefore for roof drainage system. Soakage pit covers shall be traffic bearing and reinforced in accordance with the Standard Building Code. All manhole covers and frames and catch basin gratings and frames shall be traffic bearing cast iron. Provide flap valves at all piping entrances to soakage pits. 15B-19 FIXTURE LIST: a. Provide the items specified in the following fixture list complete with all trimmings and fittings. Unless otherwise specified under the individual item all water closets, urinals and lavatories shall be white and all exposed trim shall be chrome-plated brass. American Standard designations are used in this list. Only fixtures by American Standard, Crane and Kholer will be given consideration. b. All roughing-in sha~l be tightly secured to the building construction to preclude pipe movement between the plumbing fixture and wall. Loose or movable piping between the fixture and wall shall be sufficient cause for reiection and the roughing-in shall be secured as specified above at no additional cost to the Owner. Connections to the plumbing fixtures shall be made with red brass nipples. All exposed trim shall be chrome- plated brass. c. EWe-l, Electric Water Cooler: Halsey Taylor Model RC-l2A, fully recessed, stainless steel finish. 1 1/2" CP 17 ga. P-trap w/CP brass wall flange 3/8" wall supply stop wjloose key. d. EWC-2, Electric Water Cooler: Halsey Taylor Model WC7A-I, handicapped, stainless steel finish. 1 1/4" CP 17 ga. P-trap w/CP brass wall flange 3/8" wall supply stop w/loose key. e. L-l, Lavatory, Countertop: 0476.028 "Aqualyn", 20 x 17", oval, V.C. 2379.071 "Aquarian II" centerset w/aerator. Connect both sides to cold. 2411.015 flat grid strainer. 1/2 x 12" CP supply pipe w/stop 1 1/4" CP tube P-trap, 17 ga. lSB-07 81-04 SECTION 15B Continued f. L-2, Lavatory, Wall Hung: 0124.024 "Comrade", 20 x 18", V.C., 29" clear under lip. 2285.054 faucet w/"c" index. 2411.015 flat grid strainer. 1/2 x 12" CP supply pipe w/stop 1 1/4" CP tube P-trap, 17 ga. 2578.011 hole cover g. L-3, Lavatory, Wall Hung: 0124.024 "Comrade", 20 x 18", v.c. 2379.071 "Aquarian II" centerset w/aerator 2411.015 flat grid strainer 1/2 x 12" CP supply pipes w/stops 1 1/4" CP tube P-trap, 17 ga. h. We-I, Water Closet: 2109.395 Elongated Water-Saver Cadet 523-S5 Beneke seat, white 1/2 x 12" CP supply w/stop 2 bolt caps i. WC-2, Water Closet, Handicapped: 2108.062 Elongated Water-Saver Cadet 523-55 Beneke seat, white 1/2 x 12" CP supply w/stop 2 bolt caps j. UR-lI Urinal, Wall Hung: 6560.015 "Trimbrook" Sloan Royal l86-1lAG flush valve Josam carrier with block feet k. 55-1, Service Sink: 7692.023 "Lakewe11" ARECI 8341.075 faucet w/hose end and backflow preventer 7798.176 trap standard 8379.018 rim guard 8301.061 strainer 1. Water Heater: 6 gallon, glass lined Single element, 1500 Watts 120/1/60 5 year guarantee W.L. Jackson MH 00615 No. 2 steel shelf lSB-20 AIR CONDITIONING CONDENSATE DRAINS: a. Condensate drains shall be DWV Schdu1e 40 PVC with solvent welded fittings. The minimum size of drain shall be not less than the size of the drain outlet of the pan. 15B-08 81-04 SECTION 15 B Continued b. Connections to the unit drain pans shall be rigid piping with a minimum 4" trap seal and a union installed on pan side of trap. 15B-21 LAWN IRRIGATION SYSTEX: a. Provide a complete lawn irrigation system to cover the areas indicated. b. Submit complete layout with details for approval. Layout shall be coordinated with the final landscape plan. c. Distribution piping shall be Schedule 40 PVC. d. Heads shall-be constructed of durable, corrosion-resistant materials. Heads shall be as manufactured by Safe-T-Lawn, Taro, Nelson or as approved. e. Pump shall be horizontal, self-priming type installed on a concrete base. f. The pump suction shall contain an inlet strainer, vortex breaker and a check valve. g. The pump shall be controlled by a 7-day timer through a low water cut- off switch which will prevent pump operation with less than 8" of water in the retention tank. h. Provide an automatic two zone control valve which will change zones for each successive operation. lSB-22 INSULATION: Horizontal waste lines from electric water coolers shall be insulated with 1/2" thick Arrnaflex. Where possible, slide insulation on without splitting. Where this is not possible, use manufacturer's adhesive to cement joints together. Additionally secure with tape or 18 gauge copper- weld wire on 18" centers. Finish insulation with two coats of white latex paint. lSB-23 UTILITIES FOR TEST Contractor shall provide all expendable chemicals, etc., to properly test all systems and demonstrate proper operating conditions. lSB-24 TESTS: a. All testing equipment shall be furnished by the Contractor who shall conduct tests in the presence of the Architect, or his designated representative. Test pressures shall remain under pressure for the length of time required to inspect the entire piping system and not less than four hours, unless otherwise noted. Isolate all equipment not designed to withstand piping test pressures. lSB-09 81-04 SECTION 15B Continued b. All faults discovered as a result of tests shall be remedied and the tests repeated. c. Tests shall be conducted at such places and with timing to permit the work to proceed with as little interruption as possible. Tests shall be made before any of the work is covered, concealed or connected to existing systems. d. Potable water piping, including hot water piping, shall be tested to a hydrostatic pressure of 100 PSIG. e. After the installation of sanitary p1p1ng and storm drainage piping, and before the pipe is concealed or the fixtures installed, the ends of the system shpll be capped or plugged and all the lines shall be filled to the top of the vents above the roof, or in the case of the rain water leaders, to roof level. When testing the sanitary or rain water piping by sections, the minimum height of the water column shall be 10 feet. Upon completion, the entire system shall be subjected to ten feet water column pressure. f. Materials other than those specified for Jo~n~ng will not be permitted in the piping systems for the purpose of stopping leaks. External peening or caulking of screwed or welded joints will not be permitted. g. Prior to final acceptance of the work, the contractor shall make all necessary arrangements to demonstrate the proper functioning of all equipment, safety devices and automatic devices, in all systems specified herein. The safety checkout shall be made in the presence of the representative of the Architect and the Owner. lSB-25 CHARTS AND AS-BUILTS: The Contractor shall provide charts and diagrams of approved size, giving number, location and function of each valve and distinguishing all pipe lines. Upon completion of work, the contractor shall furnish "as":'buflt'~drawin-gs to the Architect. This must be done before the Contractor submits his requisition for final payment. A set of "as- built" prints shall be continuously posted at the job site as work progreses. The "as-builts" and charts will be used by the Architect for final inspection. lSB-26 INSTRUCTIONS: The Contractor shall furnish to the Owner, upon completion of the work, a bound book in triplicate containing complete instructions for operating and maintaining equipment furnished by him, together with catalog, bulletin, parts lists, etc. The Contractor shall instruct the Owner or Owner's representative in all phases of operation and maintenance of the system. He shall include sufficient instruction and charts to identify all valves and the areas controlled by such valves. All valves shall be tagged with a brass or copper plate, with stamped identification, wired to the valve with #14 gauge copper wire. lSB-IO 81-04 SECTION 15B Continued lSB-27 SUPERVISION: The Contractor shall be responsible for the action of his employees and for compliance with all laws and ordinances governing his work. He shall coordinate his work with other trades and with the owner so that delays are avoided and interruptions minimized. He shall establish elevations in strict accordance with the plans, be responsible for the accuracy of the layout, and provide his personal supervision of the work. He shall have at all times a competent representative on the project who shall be satisfactory to the Architect. He shall layout his lines of piping, sleeves, etc., in accordance with the drawings, and in ample time so that all chases and other openings may be provided in advance. He shall, at the completion of the job, leave all enamel ware and plated piping clean and bright. He shall at all times take proper precautions to protect this work from damage and disfigurement. lSB-28 RULES AND REGULATIONS: a. All work shall be in accordance with the latest requirements of the Standard Building Code. b. The Contractor shall pay all fees, inspection and connection charges required for this work, and shall furnish satisfactory evidence of compliance with all requirements before final inspection of the work. lSB-29 STERILIZATION: This contractor shall sterilize, or make arrangements to sterilize all new potable water piping systems by thorough initial flushing, then fill the system with a solution of calcium or sodium hypochloride with a concen- tration of 50 parts of chlorine per million. Open and close all valves several times while the solution remains in the system. After 24 hours . retention of the solution, test for residual chlorine at ends of the lines. If the concentration is less than five parts chlorine per million, repeat the sterilization process. When tests show five parts or more of chlorine per million, flush out the system until all traces of the chemical used are removed. Test shall be performed by a nationally recognized laboratory and report data submitted to the Architect for approval. lSB-30 GUARANTEE: This Contractor shall, and hereby does, warrant all labor, equipment and materials free from defects for a period of one year from the date of acceptance or beneficial use by the Owner, whichever is earlier and shall, upon notification during this period, promptly repai~ or replace any deffective items of material or equipment at no cost to the Owner. lSB-ll 1.1 ~ .. '_ . SECTION 16A ELECTRICAL WORK TABLE OF CONTENTS PARAGRAPH 16A-Ol 16A-02 16A-03 IGA-04 IGA-OS 16A-06 16A-07 16A-08 16A-09 16A-IO 16A-ll lGA-12 16A-l3 16A-l4 l6A-lS lGA-16 16A-17 16A-18 l6A-l9 16A-20 l6A-21 16A-22 16A-23 l6A-24 16A-25 16A-26 16A-27 16A-28 16A-29 16A-30 IGA-31 l6A-32 16A-33 TITLE General Cooperation Cutting and Repairing Inspection Permits and Fees Temporary Wiring As-Built Drawings Shop Drawin.gs Nominal Voltage Scope Grounding Wiring Installation Outlet Boxes Wiring Devices Device Plates Lighting and Distribution panelboards Safety Switches Fuses Motors Motor Disconnect Means Equipment Connections Control Wiring Motor Controllers Telephone Conduit System Lamps and Lighting Fixtures Microprocessor Parking Area Lighting Fire Alarm System Kitchen Unit TV Monitor Raceway System Raceway for Security System Underfloor Duct System Testing and Diagrams Guarantee PAGE 16A-Ol l6A-Ol 16A-Ol 16A-Ol 16A-02 16A-02 l6A-02 l6A-02 l6A-02 l6A-03 l6A-03 l6A-OS 16A-06 IGA-06 IGA-06 16A-OG lGA-07 16A-07 16A-07 16A-07 IGA-07 16A-07 16A-08 IGA-08 16A-ll l6A-l2 16A-12 16A-12 16A-12 16A-12 16A-12 16A-13 l6A-l3 81-04 SECTION 16A ELECTRICAL WORK 16A-Ol GENERAL: a. Bidding requirements, contract forms and general conditions form a part of this section. b. Proprietary names mentioned hereinafter are given to establish grade, type, quality or performance characteristics only, and are not intended to imply preference as to a specific manufacturer (unless only one manufacturer's name is given with no "or equal" phrase.) c. All materials and installations shall conform to the applicable requirements of the National Electric Code, Standard Building Code, local codes and regulations of local utility companies. All electrical materials shall bear UL labels where applicable. All work necessary to complete this installation as intended by these specifications and drawings shall be executed in the most thorough, neat and workmanlike manner. The Contractor shall place upon the job an approved foreman during periods when electrical installation is being made. Only experienced workers shall be employed. d. It shall be the responsibility of the Contractor to satisfy himself as to the effect of site condition such as types of soil, water cond- itions, location of work, existing construction and facilities and to make all due allowances for such conditions. No extra payment or compensation will be allowed for the Contractor's failure to obtain full and complete information in regard to all conditions affecting his work. 16A~02 COOPERATION: The Contractor shall coordinate the work under this section with that under other sections of the work, and shall install the work as fast as progress of the work of other trades will permit. 16AlEt03 CUTTING AND REPAIRING: The Contractor shall do all cutting and repairing necessary for the installation of wiring, but no cutting of the work of other sections shall be done without the consent of the Architect. Cutting and patching of finished surfaces shall be executed by workmen skilled in the particular finish trade involved. 16A-04 INSPECTION PERMITS AND FEES: The Contractor shall pay all inspection fees, all costs of permits and all other costs incidental to completion and testing of this work. Upon final acceptance, a certificate from the local inspection authority shall be furnished to the Owner. 16A-Ol 81-04 SECTION 16A Continued 16A-OS TEMPORARY WIRING: 16A-06 lGA-07 16A-O.9 16A-09 The Contractor shall furnish all materials and he shall provide temp- orary wiring for lighting and power required by all trades on the building and for all temporary connections. Install temporary electric service and pay all costs involved. AS-BUILT DRAWINGS: The Contractor shall be responsible for keeping a "clean" set of drawings and pos'ting- on this set, in "red" pencil, all changes, additions or deletions of the work as actually constructed. This posting shall be on a day by day basis so that all changes, additions or delections to the electrical work are recorded promptly. At con- clusion of the work, the "as-built" drawings shall be delivered to the Architect. SHOP DRAWINGS: The Contractor shall provide shop drawings in accordance with general conditions on the following items: {1) (2) (3) (4) (5) (6) Lighting Fixtures Panelboards Wiring Devices and Plates Disconnect Switches Motor Controls Raceways and Conductors (7) {8} (9) (10) Contactors Micro Processor Fire Alarm System Parking Area Fixtures, Poles and Bases Underfloor Duct System (11) NOMINAL VOLTAGE: The nominal secondary characteristics will be 120/240 volts, 3 phase, 4 wire, delta. All suppliers of equipment shall be so notified. All equipment shall be designed for operation on the above nominal voltages :t 10%. SCOPE: It is the intent of these specifications and the accompanying drawings to complete wiring to all outlets shown on the drawings and to all systems of electrical equipment including the following specific requirements. The following list is not intended to be all inclusive of the work to be done but is to be used by the Contractor as a general guide to the scope of the work. (1) provision for incoming service from power company. (2 ) Lighting. (3) Branch circuit wiring. (4) Wiring devices. (S) Raceway system for telephone. (6) Power and control wiring for air conditioning and ventilation. (7) All grounding and bonding requirements. (8) Connections of all electrical equipment. (9) Electrical distribution system. l6A-02 81-04 SECTION 16A Continued 16A-10 16A-ll (10) (ll) (12) (13) (14) Fire alarm system. Parking area lighting. Security system raceway system. TV monitor raceway system. Lighting and AC control. GROUNDING: Conduit systems and neutral conductor shall be grounded at the building's main service in accordance with the National Electric Code and local requirements. All equipment utilizing portable cords shall be provided with Type "S" or "SO" three conductor cord conforming to UL standards for flexible cords and fixture wires. Plug caps shall be of the grounding type for use with grounding type receptacles. All fixed equipment shall be grounded through the conduit system. Bond wires shall be provided in all PVC raceway. WIRING INSTALLATION: Conduit Work: All conduit for w1r1ng within the building shall be hot dip galvanized, sheradized, or "G. E. White" rigid threaded conduit, electric metallic tubing (EMT) or PVC as allowed by code. (Except where specific- ally called out on the drawings or in these specifications.) PVC race- way shall be used in concrete slabs, under floor and underground. Interior: where not subject to damage (concealed or 6' above finish floor or higher) galvanized EMT. Exposed: subject to damage rigid galvanized or intermediate metal conduit (IMC). Underground, PVC Schedule 40 with 3" minimum conrete covering under parking lots or traffic areas. Any cutting or weakening of the structure which may appear necessary shall be approved in writing prior to performing the cutting or construction work.' a. All conduit work in finished areas shall be concealed in the furred spaces, in slabs, under roof insulation or in chases in the walls, unless otherwise directed or indicated. Conduits in unfinished areas may be installed exposed. All exposed work shall be installed in a neat, workmanlike manner, with all runs parallel and perpendicular to walls and/or ceiling. b. All runs or conduit within the building shall be securely supported with pressed steel galvanized straps of proper size. Straps anchored to block or concrete walls shall be secured with diamond caulking anchors, size of anchors shall depend on the conduit size being supported. c. All conduit ends shall be carefully reamed or filed to remove any rough or turned edges which might injure the insulation of any conductors. d. Conduits shall be continuous from outlet to outlet and from outlet to cabinet, junction and pullboxes. e. Bending shall be done with a radius not less than six times the diameter of the pipe for conduit. 16A-03 81-04 SECTION 16A Continued f. All empty conduit installed for future use shall be left with a No. 12 AWG, TW insulated wire pulled in, and the ends securely taped. g. On E.M.T. use only galvanized steel compression type fittings. Set- screw or indent fitting shall not be employed. On rigid conduit or IMC use threaded fittings. Conductors: a. All wire shall be plainly marked on the outer covering at least every two feet with the name of the manufacturer, size and grade of insulation. b. All branch circuit conductors AWG #10 and s~aller, not otherwise noted, shall be copper and shall be insulated with what is commer- cially known as code grade, Type "TW" insulation. c. All branch circuit conductors larger than AWG #10 and all feeders not otherwise noted shall be copper and shall have Type "THW" insulation. d. All conductors larger than AWG #10 shall be stranded. e. Minimum conductor size shall be No. 12 AWG except for control wiring which may be No. 14 AWG. f. All control wiring shall be installed with color coded conductors or cables. g. All energy conductors shall be coded using red, blue and black for phases and white for neutrals. The same color used for a particular phase or part of a circuit shall be run for all such conductors throughout the job. h. All conductors shall be tagged in each and every pull box and panel- board with appropriate markings which shall agree with the "as- built" plan designation. Only wire tags specifically approved for the electrical trade shall be used in this work. Splices: a. All splices in branch circuit conductors shall be made with Buchanan liB-Cap" connectors. b. Splices and connections of conductors No. 6 AWG and larger shall be made with connectors equal to Burndy's Annular Compression type connectors. c. Splices of branch circuit conductors shall be taped with plastic electric tape, 7mils thick, equal to "Scotch" plastic tape. l6A-04 81-04 SECTION 16A Continued 16A-12 OUTLET BOXES: Each outlet in the wiring or raceway system shall be provided with an outlet box to suit the conditions encountered. Outlet boxes shall be equal to General Electric, Steel City, National or Appleton of the type best suited to the application. a. Boxes for ceiling and interior bracket lighting fixtures shall have fixture studs. All studs shall be in centers of boxes and strongly anchored. b. Boxes shall have the holes necessary to accommodate the conduits at the point of installation. All boxes shall have lugs or ears to secure covers. c. Outlet boxes where conduit is concealed and room finish is plaster shall have necessary plaster rings. d. Outlet boxes for switches and receptacles in finished walls shall be one piece standard gang boxes. They shall have covers with rectangular openings of proper size and shape. Minimum box size shall be 4" x 4" x 1-1/2". e. All boxes shall be rigidly secured in position. All boxes and rings in concealed work shall be set flush with finished wall or ceiling line or not more than 1/8" back of same. Bracket outlets, unless otherwise noted or shown, shall be 6' 6" from floor. When located on columns or over doors they shall be set symmetrical with column or door. f. Wall switch outlets shall be four feet above floor unless other- wise noted. When located near doors or windows they shall be set close to the trim. g. Convenience outlets shall be located one foot above floor unless otherwise noted. h. Outlet boxes for telephones shall be 4" x 4" x 1-1/2" deep and shall have single gang plaster rings with rectangular opening if required. Each outlet shall have a plate with a 1/2" bushed hole in center. Telephone outlets shall be 12" above floor unless other- wise noted. i. Outlet boxes for all other devices shall be of suitable type and size in accordance with the recommendations of the manufacturer of the equipment. j . Pull boxes and junction boxes may be provided at such locations as required to reduce the length of cable pull or reduce the number of elbows between outlets. Such pull boxes shall not be located in finished spaces without written permission. 16A-OS dJ..-U", SECTION 16A Continued 16A-13 16A-14 16A-1S 16A-16 k. Pull boxes in finished spaces shall be fitted with overlapping screw attached covers finished to match the finish of the wall or ceiling. Pull boxes for unfinished areas or exposed work shall be fitted with screw attached covers the same dimension as the box. All boxes shall be constructed of code guage galvanized metal. WIRING DEVICES: Wiring devices shall be provided where shown and as scheduled in the legend on the drawings. Device plates shall be of the type best suited for their application; multiple gang plates shall be installed hori- zontally, and all single gang plates shall be set level and flush with the surface. All devices subjected to weather shall be weatherproof and shall be mounted on threaded hub type outlet boxes. DEVICE PLATES: One piece device plates shall be provided for all outlets to suit the devices installed. Device plates shall be equal to Sierra. All device plates shall be plastic on all flush box locations unless noted, gal- vanized steel with rounded corners on all surface boxes unless other- wise noted and weatherproof on all exposed to weather boxes. Plastic plates shall be ivory and shall be smooth. LIGHTING AND DISTRIBUTION PANELBOARDS: Size, capacity and type of panelboards shall be as scheduled. Details of panelboard mounting and arrangements of electrical distribution centers shall be shown on shop drawings and approved prior to delivery of panels. Panels shall be Westinghouse, G.E., I.T.E. or Square "0". Westinghouse panel types indicated on the schedules are to set grade and type of construction. Cabinets shall be surface or flush mounted type as indicated and shall be complete with factory prime-coated trims. Trims for flush cabinets shall have adjustable trim clamps. Trims shall be fitted with hinged doors having combination lock and latch. All locks shall be equal to Corbin or Yale and shall be keyed alike. Furnish two keys for each lock. A directory holder with clear plastic and metal frame shall be mounted on the inside of the door. A neatly typed directory identifying each circuit as installed shall be mounted in the frame. Cabinets shall be galvanized. SAFETY SWITCHES: All safety switches shall be Type "HD" (heavy duty) construction. The blades shall be designed for quick-make and quick-break operation. All lugs on the switches shall be equal to Burndy's solderless quick lugs of the proper size for the conductors indicated. Switch enclosures shall be standard code gauge construction, and the manufacturerls standard finish will be acceptable. All switches shall be horsepower rated. Switches shall be Westinghouse, G.E., Square 110", or as approved. Provide control voltage disconnect contacts on all switches serving motor controllers. Exterior mounted switches shall be NEMA 3R with raintite hubs. l6A-06 dl-U~ SECTION 16A Continued 16A-17 FUSES: The Contractor shall provide a complete set of fuses for all switches (no spare fuses). All fuses shall be cartridge type. All fuses for motor circuits shall be Bussman Fusetrons, or as noted on the drawings, of proper capacities. 1.6A-18 MOTORS : Motors shall be of sufficient size for the duty to be performed and shall not exceed their full rated load when the driven equipment is operating at specified capacity under the most severe conditions likely to be encountered. The horsepower requirements indicated are approximate only. Actual horsepower of motors provided shall be based on the requirements of the driven equipment. Except as otherwise specified, all motors shall have drip proof frames, class A insulation, and continuous duty calssification based on 400 C. ambient temperature. 16A-19 MOTOR DISCONNECT MEANS: Each motor shall be provided with a disconnect means, when required by the National Electric Code, even though not indicated or specified due to the different manufacturers of the equipment which may be furnished. 161\-20 EQUIPMENT CONNECTIONS: The Contractor shall provide all miscellaneous materials and he shall completely connect all power and control wiring for all equipment specified under other sections. All wiring shall be complete with motor switc'hes with thermal overload or other controls as indicated or as required. The contractor shall test and lubricate all motors and he shall operate and maintain all electrical equipment and controls for a period of one week prior to final acceptance. Exact locations for stubs of conduits for wiring to equipment shall be verified prior to roughing-in for the connection. In general, all magnetic motor starters and controls are specified with the equipment. Necessary additional safety switches, controllers, local snap switches, manual motor switches and miscellaneous wiring materials for connection of equipment shall be provided as part of this section. 16A-21 CONTROL WIRING: All control wiring for all electrical and mechanical equipment shall be provided in accordance with approved shop drawings which shall be supplied by the succesful Contractor and supplier of equipment, but installed and connected as part of this section. 16A-22 MOTOR CONTROLLERS: a. Motor controllers shall be provided where indicated and required. Magnetic motor controls shall be across-the-line type equal to Allen-Bradley Bulletin 709 or 709SP as required, enclosure as required 16A-07 81-04 SECTION l6A Continued by particular location, with "hand-off-authomatic" selector switches as required. Number of a~iliary contacts normally open or normally closed as indicated or required. Control shall contain three overload elements for three phase loads. b. Manual motor starters shall be equal to Allen-Bradley Bulletin 609 complete with one heating element for single phase, l20V or 240V three overload elements for 3 phase loads. Enclosures shall be as required by specific location. c. Manual motor switches shall be equal to Allen-Bradley Bulletin 600 with or without pilot lights as indicated with enclosures as required by specific location. Overload elements shall be as noted above. d. Combination motor starter/disconnect switch shall be equal to Allen- Bradley Bulletin 712 fusible, enclosure as required by particular location with "on-off", "hand-ofi-automatic", push buttons or selector switches as required. Number of auxiliary contacts normally open or normally closed as indicated or required. Control shall contain 3 overload elements for 3 phase loads. Provide control voltage dis- connect contacts on switch. 16A-23 TELEPHONE CONDUIT SYSTEM: The Contractor shall provide a complete system of conduits and out- lets permitting concealed telephone service to all outlets as indicated. Location of outlets shall be verified on the job in order to accurately locate them with relation to furniture arrangement. Each wall outlet shall consist of a 4" x 4" X 1-1/2" D. square box with bushed hole plate to match other outlets in area. The boxes shall have plaster rings where installed in plastered walls. 16A-24 LAMPS AND LIGHTING FIXTURES: a. Fixture designations are employed on the drawings and fluorescent fixtures are drawn approximately to scale with respect to lengths required. The Contractor shall submit for approval, in accordance with the requirement for submission of shop drawings, a brochure of the electric fixtures which he proposes to furnish. This brochure shall include complete information on each fixture and auxiliary with catalog data and dimensions, photometric data, characteristic curves and/or electrical testing laboratories' reports, description of finish, trim and complement of lamps, fixture mounting accessories and other per- tinent information necessary to assure that the fixture is equal to that specified. Upon advice from the Architect, the Contractor shall temporarily install where directed, samples of (l~ the specified fixture, (2) the specified optional fixture (if any), and (3) any other proposed alternate fixtures which the Contractor may elect to exhibit for inspection prior to approval. Samples of all incandescent units, recessed, suspended or surface fluorescent units, channels, and industrial fluorescent fixtures shall be installed for such selections. Other incandescent fixtures types shall also be installed when and as directed. All fixtures shall be approved in writing prior to installing any plaster frames or any wiring for the fixture. 16./\-08 81-04 SECTION l6A Continued b. After fixtures have been approved the Contractor shall submit a complete IItake off" of all fixtures by type and designation as well as the auxiliaries and accessories for each type, such as end caps, flanges, plaster frames, stem hangers, joining strips, etc., for the information of the architect. Exact mounting details shall be verified with the Architect immediately following selection of the fixture types, and prior to preparation of the "take off" of listing of required fixtures and materials. All fluorescent fixtures shall be equipped with high power factor ballasts. Fixture data shall include the exact ballast catalog number and the name of the ballast manufacturer as they will be supplied to this job. Fixtures shall be Underwriter's approved and bear the label of the Underwriters' Laboratories as well as any other approvals required by the building department. All fixtures shall be furnished complete with lamps, - sterns, hang~rs, supports, flanges, plaster rings, trim and all other appurtenances and auxiliaries necessary for installation. The Con- tractor shall verify the exact architectural treatment and type of ceiling finish in each area in order to insure that all required equipment and materiai for each area is supplied by the fixture manufacturer in the initial order. Fixtures furnished shall be in compliance with the following general schedule, amended where required by stem length, plaster frame, fixture ballast, etc. c. Fixture Schedule: 1. Special notes: All fixtures shall be equipped with two lamp ballast only (exception: single lamp ballast on single lamp fixtures). All ballasts shall be fused. All ballasts shall be equal to G.E., Jefferson, or Sola and shall be protected by an accessible fuse. All ballasts shall have a noise rating of "A" or better. 2. Manufacturer's catalog references are employed merely to set the style and basic quality of fixtures desired, other fixtures of equal quality and characteristics may be proposed for con- sideration prior to approval of fixtures. 3. Lighting Fixture Schedule: 1. Fixture Type 'A' shall be a 2 lamp (8'L x lO"W x GilD) fluorescent fixture suitable for mounting on a unistrut support with paralouver baffels, metal housing, watt mizer ballast and lamps. Fixture shall be Edison Price Cat. No. DFl2-240-8-SM-ESB or as approved. 2. Fixture Type 'B' shall be a 4 lamp (4'L x 2'W x GilD) fluorescent fixture for lay-in mounting. It shall have paralouver diffuser, watt mizer ballasts and lamps. Fixture shall be Daybrite Cat. No. LGA-424-32A24 ESB or as approved. 3. Fixture Type 'e' shall be a 4 lamp (4'L x 2'W x G"n) fluor- escent fixture for surface mounting. It shall have para- louver diffuser, watt mizer ballasts and lamps. Fixture shall be Daybrite Cat. No. LSA-424-32A24 ESB or as approved. 16A-09 81-04 SECTION 16A Continued 4. Fixture Type '0' shall be a 2 lamp (2'L x 2'W x 6"0) fluorescent fixture for lay-in mounting. It shall have para- louver diffuser, 'u' lamps and watt mizer ballast. Fixture shall be Daybrite Cat. No. LGA-222S-l6A22-ESB or as approved 5. Fixture Type 'E' shall be an eme~gency battery operated fix- ture for wall mounting complete with batteries, charger, wall shelf, heads as indicated on drawings, lamps and all accessories. It shall be Exide Model No. LSS-2S-CG. 6. Fixture Type 'ER' shall be remore emergency lighting fixtures for wall mounting and for connection to Type 'E' above. Fixtures shall be complete with lamps and all mounting accessories. Fixture shall be Exide Model No. Hl26 (2 Heads) with MP-3 mounting plate or as approved. 7. Fixture Type 'F' shall be a 4 lamp (4'L x 2'W x 6"0) fluorescent fixture for lay-in mounting. It shall'have acrylic prismatic lens, watt mizer ballasts and lamps. Fixture shall be Daybrite Cat. No. CG244-C02D-ESB or as approved. 8. Fixture Type 'G' shall be a keyless, porcelain lamp holder complete with l-lOQW lamp and all accessories. It shall be Alabax Cat. No. 3140 or as approved. 9. Fixture Type 'HI shall be a 2 lamp,wall mounted incandescent fixture with opal glass diffuser, 2-60W lamps, grounded con- venience outlets and all accessories. It shall be Lightolier Cat. No. 6349 or as approved. 10. Fixture Type 'I' and 'J' designations not used. 11. Fixture Type 'K' shall be an incandescent exit light fixture for back, end or top mounting as required with arrows as shown on drawings complete with lamps, battery, battery charger and all necessary accessories. It shall be Daybrite Cat. No. EDC 8016 BL with required mounts or as approved. 12. Fixture Type 'L' shall be a 2 lamp, wall mounted fluorescent fixture with lens, watt mizer ballast and lamps, grounded convenience outlet and all accessories. It shall be Daybrite Cat. No. 5240 W or as approved. 13. Fixture Type 'M' shall be a surface mounted, single circuit light track complete with all mounting and connection accessories and 5 fixture heads complete with 75W R-30 lamps. Track shall be Lightolier type Lytespan I of length shown on drawings or as approved. Fixture heads shall be Lightolier Cat. No. 6345 Matte Black or as approved. 16A-IO d..1.-V.Lt SECTION 16A Continued 14. Fixture Type 'N' shall be a one lamp mercury vapor fixture for bracket mount. It should be complete with lamp, ballast and all accessories and shall have black trim. Fixture shall be McPhilben Cat. No. 22A214l JB-B-VR or as approved. 15. Fixture ~lpe '0' designation not used. 16. Fixture Type 'pi shall be a one -lamp mercury vapor fixture for stemmouriting. It shall be complete with lamp, ballast and all accessories and shall have black trim. Fixture shall be McPhilben Cat. No. 22Bl143 B-JB-VR or as approved. 17. Fixture Type 'Q' shall be parking area fixture standard as described on the drawing complete and ready to operate. 18. Fixture Type IR' shall be a 2 lamp (2' x 2' x 6"D) fluorescent fixture for lay-in mounting. It shall have acrylic prismatic lens, 'u' lamps, and watt mizer ballast. Fixture shall be Daybrite Cat. No. CG222-C02C-ESB or as approved. 19. Fixture ~lpe IS' shall be a one lamp incandescent adjustable fixture complete with 75 watt lamp and all accessories. Fixture shall be black and shall be mounted on unistrut channel. Fixture shall be Moldcast Cat. No. MPB-840 or as approved. 20. Fixture Type 'T' shall be a one lamp mercury vapor fixture for recess mounting complete with lamp, ballast and all accessories. Fixture shall be Prescolite Cat. No. lOlSH4M-3 or as approved. 21. Fixture Type 'u' designation not used. 22. Fixture Type 'V' shall be a one lamp mercury vapor fixture for mounting flush with grade (set in concrete). It shall be cast bronze and be complete with lamp, ballast and all accessories. Fixture shall be KIM Cat. No. 4116MV or as approved. 23. Fixture Type 'WI shall be a one lamp incandescent fixture for ceiling mounting. It shall be cast brass and complete with lOOW lamp, globe, guard and all accessories. It shall be Russell Stoll Cat. No. 5192 or as approved. 16A-25 MICROPROCESSOR: The Contractor shall provide a microprocessor as a part of the control system for exterior lights and air conditioning. The total control system shall be as detailed on the drawings. The microprocessor shall be equal to the Basic 8 Load Programmer as manufactured by Pacific Technology Inc. Input 120 V single phase,control for eight (8) loads (dry contact rated 24 V.A.C.- 10 amp.), physical size - 17"H x 11"W x 4-1/2"D, surface mounted. Provide 5 copies of operating and maintenance manual. Instruct Owner Representative in the programming and operation of the unit. 16A-II 81-04 SECTION 16A Continued 16A-26 PARKING AREA LIGHTING: Parking area shall be lighted as shown, detailed and specified on the drawings. Provide drawing showing point-by-point foot candle levels on parking lot. Provide letter certifing that poles comply with S.F. B.C. requiremtns for wind loading. 16A-27 FIRE ALA&'1 SYSTEM: Provide fire alarm system as shown on the drawings. Provide for factory representative check-out of the completed system. Provide operating and maintenance manuals for the system describing operation, trouble shooting and maintenance of system. Provide parts list. 16A-2B KITCHEN UNIT: Unit shall be approximately 72" long and shall consist of base counter unit, upper cabinet unit and back splash between upper and lower units. Units shall be white porcelain. Base counter unit shall consist of base unit, under counter refrigerator, sink, 3 burner range with receptacle (no oven). Upper cabinet unit shall consist of upper cabinets with built-in microwave oven and optional under cabinet light. Unit shall be complete and ready to operate. It shall be equal to Dwyer Model No. E-72-EC with modification No. 1 which includes microwave oven, under cabinet light, no normal oven in base (this space will be used for storage). 16A-29 TV MONITOR RACEWAY SYSTEM: The Contractor shall provide a complete raceway system as. shown on the drawings for the future installation of equipment and wiring by others. 16A-30 RACEWAY FOR SECURITY SYSTEM: The Contractor shall install a complete raceway system as shown on the drawings for the future installation of wiring and equipment by others. 16A-3l UNDERFLOOR DUCT SYSTEM: a. The Contractor shall provide an underfloor duct system as shown on the drawings in the Adult Services area of the library. The duct system shall consist generally of an electric duct with preset inserts 24"o.c., a telephone du..::t with preset inserts 24"o.c., a two-compartment floor junction box and cover, supply raceways and conductors, two high tension outlets (to be installed where directed in field) and two low-tension outlets (to be installed where directed in field). b. Equipment: 1. Electric and telephone duct shall be equal to Walker duct No. 2 with 2" diameter inserts 2-1/2" high on 24 inch centers. 16A-12 81-04 SECTION l6A Continued 16A-32 16A-33 2. Floor box shall be euqal to Walker duct 2225, 2 compartment box, with extension ring for 2-1/2" high inserts, and cover with brass carpet holder 10LHB. 3. High tension outlet shall be equal to Walker duct 5l3AL-DPS-G-D complete with 2 duplex grounding type outlets and all accessories. 4. Low tension outlet shall be equal to Walker duct 509AL with all accesories. 5. Provide all required couplings, chair supports, marker caps, conduit adapters, plugs, inserts, etc. for a complete installation. Provide I Cat. No. 480 electronic insert finder. TESTING AND DIAGRAMS: All wiring and equipment installed shall be completely tested and marked and the installation shall be left in perfect working order. Typewritten directories shall be installed in all panelboards, identifying engraved laminated plastic nameplates shall be installed on all safety switches, motor starters, relays, controls, etc. Name- plates shall be fastened securely to the equipment in a location that is readily visible. Changes in the location of conduits, the connection of circuits and any other data different from the contract drawings shall be noted on a set of prints to be furnished to the Architect after final acceptance of the work. Upon completion of the work all branch circuits shall be tested with a megger. GUARANTEE: The Contractor shall warrant all labor and materials free from defects for a period of one year from the date of acceptance and shall, upon notification during this period, promptly repair or replace any defective items of material or equipment at no cost to the OWner. 16A-13 . ~ Me: COY K ('.J I G H T ASSOC:IATES A F~ c: ~-~ -r E C: T S AND f:1 L. A N t,J E V-l ~; 8 9 5 5 S.. \.1.. 8 7 t h Co U r t, Sui t e 2 0 [$, 1\1 i a III i, F 1 0 .- i d Zl 3 3 1 7 6 , ! I A [\ ;:~<.: ,.! D UH 1/1 t'1onroe County Pub 1 i c Library - 1~.~(1rathon Branch June 8, 1981 Changes to Drc)\~i nq~ , J. Sheet A-J, Site PJan - The strip of unpaved Jand between the driveway 211d the c(1sterly rroperty 1 ine ~)hLlll l)e sVlaled to contain surface drClinClgc on tfle 1 ibrClry property. 2. Sheet A-2, Floor Plan - Fire; extinguishers shull be loc(}ted ClS follov/s: One surface mounted in the Lounge imfllcdiately south or th<: extci-ior door. One r e c c sse d ; n a cab i net i Ii the C 0 I" rid 0 r j Illll1 e d i (] tel y nor l- h 0 f t i led c () r to Storc.l9C <Jnd A.V. _- f,-ame and fillistl a nicl,e for tile c(]bincl: ifl tflc \./ all · S r: c S pee i fie a t i on s , See t i 0 nl 0 C, for fir e ex tin ~J LJ i ~~ h (~ r- s C"l n d c':-lbinet to be furnished. 3. Sheet A-2, Floor Plan, - Change plaque rn()t:erial from stainless steel to bronze per Specifications. 4. Sheet A-2, FJoor PJan, Sheet A-3, Furni ture Layout, and Sheet E-2, E 1 c c t r i C t) 1 P 1 an - Fur n ish <1 n din s t (1 1 1 c 1 c c t r i c all y 0 rH2 r Cl t e d 1110 V i (' pro j ~ c t ion s ere en, r C~ c ~ sse din c e i 1 i n q () r flu 1 t i -~ P II r p 0 S I. ~ n () 0 ill \'J her e s h 0\ v n · S C 1- e (~n ;:m dill C C h i1 n i SillS h <l I J bee q 1I al lor I [) <l - Lit e Sell i 0 1- I: J e c t r 0 J " , C I - 0 I I h i 9 il )( 8 I - 0" I on g, ltli t h JI ~ v. A C, () 0 HZ, 3. 5 a III p , t h r e e \ ,} ire q 1I i c k rever s a I mo tor, cas e, I-OJ l c r, and a I Ide c C s ~~ 0 r i e s an d f c ,1 l u res r e r t a i n i n 9 thereto for a camp 1 ete l)nd r i q j d i n~~ L() 11 ~t ion. Prov i dl' cll1d i nsta 11 con d u i t () n d vJ i r i n 9 to a 5 vJ i t c h 1 0 C (] t i 011 i n l he S tor C1 q c -- /\. V. Roo III immediately inside the door. , 1 5. Sheet A-2 and OoorSdedule Sheet A-3 - Doors designated as I/J and f/2 are to be solid \\lood panel doors "l1ission" style as IlldllUf()ctured by Cosca Corporat ion of America, BurJ ingallJc, CA; or approved equal; sol iei rnahoqany. 6. Sheet A-? and Sheet A-3, Door Jam'; D(~ta i Is - Chansc door fr<Jlll0' on doors des i gna t cd as 5", I oca t cd a t Illa son I-y w,111 sill 1t1O" k 1'001:1 ;) I-C.:l L 0 If" d ccp frame (211.shm\ln) dnd incrc<lse r-olj(JI1 cpcnirHF' by If" (Jccol'dinqly. Page 1 of 5 MC CCJY t< f',j I G ~-~ -r ^ Fl C: ~ - i I T E C~ T ~-; .6. f',1 [] ASS C) C:: I 1-1. -r E S P L A r,J f".-I L. f -1 ~:; ADD END U ~1 //1 nun roc COLI n t y Pub 1 i c Lib r a r y - ~1 a rat h 0 n n r C1 n c h June 8, 1981 7. Sheet A-5, Elevations - All exterior masonry (]nd concrete st./rfaces s h C) 1 1 r e c e i ve a. s t LI ceo fin ish . \./ a I 1 s s h <) 1 1 h () v C () I i q h t t c:.. x t- ! Ire d surface and caps and revea 1 s shall be ~;/II()uth. \.J() 11 cap rCVC;j I s ~)hcJ 11 be 6" hi 9h X 3/1," rev(,<11; l'li ndml and O[HClI\ IlfJ rcvea 1 s ~ha 11 be 3" 1,1i de (high) x 1/211 rcvei'll. Include such i1 rcv('ell fen the ~;()uth \!;ndovI or Adult Services, four sides. 8. Sheet A-5, Elev<ltions - Include 8" x 8" concr-cte lintels C1l)ov(~ {lll v e n tan d () C C e S sop e n i n ~j S LI n d c r b tJ i I din ~l, V,j i t h 2 III ~ d i <llll C t e r b (1 r s .:] t c C 11 t c r 1 i n e, 8 " be () ,- i n q . 9 · She etA - 8, T 1- eln S v c ,- s c S c c t ion - T i1 P e ,- e din suI a t ion bo e) ,- d, 5 lop c d 10 d r () ins ass h 0 \ -j non roo f p 1 Cl n ( III i f) i III L1111 1 / L ~ " / 1 I -- 0 " ) ~~J i t h (: q u () 1 () r bet t c r ins u 1 () t ion f (] c tor, J1l <1 Y b C LJ 5 C din 1 i l: LJ () r Z 0 n 0 1 j tee 0 !1 ere t c ~ r 1 d i n SLJ 1 pe rm boa rd · S 1I bill its up po rt i nC) d at;), i f p I-opo~;('d, he 10 re COlllill(' tlC ('men t. 1 0 · She etA - 9 , De t <l i 1 S 3 il n d I, - See and f 0 1 1 0 \'J S t rue t u r i1 I d r ,l\'J i n q s . 11. ShL'et A-9, Roof Plan - Change roof scuttle opening to uccommodate a 2'-6" x 1,'-6" '-oaf scuttle per Specificillions. Expi1nd in tlorthcl-ly d ire C t ion; see f 1 00 r p 1 an. 12. Sheet A-l0, f3iJthroolll Elevations - El illlin<1lc soap dispensers ilS shO\.m; refer to Spec if j Cilt ions. r-ri111led rni n-ors (3) shi1" be Bob,-ick or cqua), s t Ll j n 1 C 5 S s tee 1 f r Z3 III e, to S c () led s i z (~ s s h 0 \-} n . Changes to Spec if j Cd t i o~~?_ I. P () 9 c 1 B - 0 I" Par a. 8 11M i n i III urn VI a 9 e s" - S t <l t c 0 f r- lor i d i1 /I R 73 0 h <1 S repealed this requirement. No prcvClilin~.1 \fJaQc rC1tc list \"1i10I be issued. 2. Proposal Form, pClqc 1 of 3, "Collllllencement i"'lld COlllpletion of Contri1ct War k " - C h il n (J e the t i III C a 1 ) 01'1 C d fro III 1 ~ 7 0 con 5 C cut i ve c il I e 1\ d (} ,. day slit 0 1'310 consecutive calendZlr days". 4 · S c c I i 0 tl ) 0 B, p a CJ C I 0 8 -- 0), p () r ,l. ) 0 B - 02 - Add III i rr- 0 r s ( (' .) <l S not (' din 'IChallgcs to DrZ1VJ i nqs'l l~lbove, i (:O/ll (/10. 5. 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