The URL can be used to link to this page

Roof Replacement 555 17th St /( . / , ~ . .// . .. , .!, , REQUEST FOR QUOTATION ROOF REPLACEMENT AND HV AC RENOVATION OF THE 555 17TH STREET BUILDING QUOTATION #V A-QT02-002 QUOTATION DUE: JANUARY 18, 2002 Brad Judd, Property Management Director City of Miami Beach - Property Management Division 1245 Michigan Avenue Miami Beach, FL 33139 CITY CLERK QUOTE NO: V A-QTOZ-002 DATE: 01104102 CITY OF MIAMI BEACH 1 ,/' ,'" lQ CITY OF MIAMI BEACH 1700 CONVENTION CENTER ORNE, MIAMI BEACH, FLORIDA 33139 http:\\cI.miam1-beach.tI.us PROPERTY MANAGEMENT DIVISION T~(3OI) 873-7830 FacSimIle (305) 873.7831 QUOTATION NO. V A-QT02-002 ROOF REPLACEMENT AND HV AC RENOVATION OF mE 555 17m STREET BUILDING Scope of Work: The work for the Roof Replacement consists offumishing all labor, machinery, tools, means of transportation, supplies, equipment, materials, services necessary for the removal of existing and installation ofa new roof to 555 17m Street building. The specified roof and related components will consist of approximately 14,097 sq. ft. This work will require a Warranty/Guarantee for a minimum of twenty (20) yean. The work will include removing and replacing the existing roof and insulation, removal of Owner designated equipment and equipment supports, localized deck reattachment/repair! replacement, temporary roofing, removal of existing flashings, tapered cellular concrete system, mechanically fastened base sheet, rework existing drains, hot applied 4 ply built-up roofing system, gravel surfaced, new drains, specified flashings and accessories. Scope of Work: The work for the HV AC Renovation consists of removal of two existing units on the roof and removal of all existing support steel frames. Furnish and install two new air conditioning units, support steel frames, duct work canvas cormectors, electrical, plumbing, controls, engineering drawings and permits necessary to successfully complete the work. This work will require a Warranty/Guarantee for a minimum of one (1) year. The Contractor awarded this project must be able to pull any/all required permits no later than January 31st, 2002. A Pre-Bid Conference/Site Visit has been scheduled for 2:00 p.m. on January 7 at 555 Building located at 555 17th Street, Miami Beach, FI 33139. The successful bidder will be required to furnish Performance and Payment Bonds, each in the amount of one hundred (1000.10) percent of the Contract amount. Attendance at this Pre-Bid Conrerence/Site Visit is highly encouraged and recommended as a valuable source of information, however it is not mandatory. QUOTE NO: V A-QT02-OO2 DATE: 01104102 crrv OF MIAMI BEACH 2 Quotations will be received until 5:00 p.m. on January 18,2002 at the foDowing address: City of Miami Beach Property Management Division, 1245 Michigan Avenue, Miami Beach, FL 33139. Any questions or clarifications concerning this Bid shall be submitted in writing by mail or filcsimile to the Property Management Director, 1245 Michigan Avenue, Miami Beach, FL 33139, or FAX: (305) 673-4168. The Quotation title/number shall be referenced on all correspondence. All questions must be received no later than seven (7) calendar days (January 22, 2002) prior to the scheduled Bid opening date. All responses to questions/clarifications will be sent to all prospective bidders in the form of an addendum. The City of Miami Beach reserves the right to accept any quotation deemed to be in the best interest of the City of Miami Beach. The City of Miami Beach may reject any and all quotations. Brad A. Judd, RP A, FMA, cae Director, Property Management Division QUOTE NO: V A-QT02-002 DATE: 01104102 CITY OF MIAMI BEACH 3 - mE CITY OF MIAMI BEACH PROPERTY MANAGEMENT 1245 MICHIGAN AVENUE MIAMI BEACH, FLORIDA 33139 Phone: (305) 673-7630 Fax: (305) 673-4168 QUOTATION NO. V A-QT02-oo2 ADDENDUM NO.1 January 9, 2002 Roo/replacement o/the 55517TH Street Quotation is amended asfoBows: 1- The foDowing are answen to questions from the Pre- Bid:ConferencelVisitat the 555 17TH Street Building: 1- Q. How are the parapet walls being treated? A. There is a section on the specification that coven the painting of the walls (31-3.20). The Coral-crete used for the coping caps and part of the outside waD facing 17th street, shall not be modified or coated. There shaD be a reglet joint cut of 1.5" deep on the outside waD facing 1 ~ Street, beUow the Coral-crete, to instaD the counter flashing ,for tbe walkway roof (see drawings) 1- Q. What is going to happen to the scupper that has been cancelled.? A. That scupper shall be re opened and a downspout fabricated so that the water can run oft'to tbe east side of the walkway. 3- Q. Is there going to be a gutter installed on the lower roof? A. Yes, a gutter shaD be instaDed on the outside of tbe walkway roof facing I1b street. (See drawings) QUOTE NO: V A-QT02-OO2 DATE: 01109/2002 1 QUOTATION NO. V A-QT02-002 ADDENDUM NO.1 Page 2 The bidder must acknowledge receipt of this amendment, as wen as receipt of all amendments, on the proposal page. Thank you, M Viviana Alemany Construction Manager QUOTE NO: V A-QT02"()()2 DATE: 0110912002 2 ~ ~ Q CJ ~m I ~ I ~ ~ t.l Q2 a to> ~~ ~ CQ to> ~ ~ II~ [] [] tE3 * " = ! ~ 8 8 ~ E ~ ~ ~ Cil ~ ,< in ''''1 >.< o 0 0 0 00 a~ o~o 0 o~o 01> ~ ~~ I> ~ ~ in M ~ ! to> ~ ~ ~ 5 ~ ~ to> Iiil Q Q liIil$C ~ ~ M U" I r: ~ ~ = Jo1 II: II: ~ ~ ~ m ~ ~t=Ui a a >1 ~ 1 ~j ! e i E E et ~ ~ ~ @ ~ ~ r8 Iiil Il4S ~ i ra ~ ~ ... el. S. : e ~ i ~ ~ = t> 1>(101 ~ ~ 0 - ~ 0 ~ 0 N ~ ......... ~ >t ~ ~ ; Q 0) en ~ en en ~ ~ ::ci u < ~ CQ ....... ::r::::S u< <....... ~::s CQ~ ~ .......~ ::SP:: <E-t .......rn ~ ~:5 Ol.'- ~ ~LO t:LO ULO '-"' '-> WOOD NAILER SECURED TO STRUCTURAL DECK ELASTOMERIC BASE FLASHING ADHERED WITH SHEETING BOND LIGHTWEIGHT CONCRETE OVER STRUCTURAL DECK City of Miami Beach / 555 17th SlFor illustration only WALL FLASHING WALL-SUPPORTED DECK METAL FlANGE SET IN SPECIFIED MASTIC PRIME f:lANGE BEFORE SlRIPPING. GUTTER BRACKET 36 IN. O.C. GUTTER STRAP 36 IN. O.C. FELT ENVELOPE IF SPECIFIED .-...-/ .'-.-/ TWO-PlY STRIPPING MECHANICALLY STAGGER FASTEN 3 IN. O.C. MUL n-PL Y ROOFING SlOPE GUTTER TO DOWNSPOUTS 1/4 IN./FT. MINIMUM City of Miami Beach / 555 17th STFor illustration only ~I ROOF EDGE WITH GUTTER - THE CITY OF MIAMI BEACH PROPERTY MANAGEMENT 1245 MICHIGAN AVENUE MIAMI BEACH, FLORIDA 33139 Pbone: (305) 673-7630 Fax: (305) 673-4168 ~~, QUOTATION NO. V A-QT02-002 ADDENDUM NO.1 January 9, 1001 HVAC Renovation of the 55517'(11 Street Quotation is amended as foUows: I~ Tbe following are clarifications to HV AC questions from tbe Pre- Bid Conference! Visit at the 555 Building: 1. The existing duct work on the roof shall be removed and all roof penetrations shall be closed. This work shall be coordinated with roofing contractor. 2. Condensing units may be mounted on either support frames or roof curbs. This work shall be coordinated with roofing contractor. 3. Air handling units shall be connected to existing duct work with sheet metal and canvas connectors for vibration reduction. 4. Fire dampers shall be installed on the return plenum at the mechanical room. S. All masonry and carpentry work necessary to succesfully remove existing units and install new units shall be the contractor's responsibility. 6. Contractor shall install access doors on mechanical rooms to facilitate future service and repair work. 7. Contractor shall install outside air louvers as required by the building code. 8. Contractor shall supply new programmable thermostats. QUOTE NO: V A-QT02-OO2 OA'T'P.01l00nM" 1 QUOTATION NO. V A-QT02-002 ADDENDUM NO.1 Page :1 The bidder must acknowledge receipt of this amendment, ~ well as receipt of all amendments, on the proposal page. Thank you, ~ Viviana Alemany Construction Manager QUOTE NO: V A-QT02-002 nA"rP. {)1 f{)QnM? 2 .]. -26-02 12: 39P Laumar RoofO';ng southIN~~r:u:. OUI-UI1~ an. __. ..u_....__ .......... ....,J_r....uUuU. P.Ol PAGE 82102 ACORO... CERTIFICATE OF LIABILITY INSURANC O~ 02 '"II CIInFlCAT D All A. " Of , :noN ONLY AND COJItFIRI NO fUDMT'I UPON THE ClllTlACAft HaLDFIt. THI8 C:~Ti UOU NOT'MEMO, EXY!ND DR ALTER TN! COVERAGE Af'OftDED BY TttE .olte~ aaow. l'1IOCI Itt.U:aRc. SolutiOD. . Servic.. 720 KiDV Gao~.. poet .a.~ .o~d. >>.) 08163 .hoc..7J2-73'.coeo 'ax=733.7)..GOBl "3"'1:&- f88JiD9 South., Inc. J~, I:ua.~a.l. ~ 13302 INSUMRS AFfIONJING COVERAG~ LbI .t:a~e. J'ire In.. Co. ~~ .o~.~.~ .nBuraac. C . . 'IIn C;GYUADU 1'HI......-. oP ~ \,IeTeO BOW IW/l ..... IlI$l1BJ TO ntllIllUNiQ *"ED AIOYI FOIl. THE POl.a PClIlIIOO 1IiIOICA'1iIl. IIOfWmISl""D~Q ""'V~. TEIl$ol O"('.ONOl'noN I)" ~ COIl/11t-cr Ofl OTtERDOCUUalrl'wI'rM Pe~ TO WftlOl nq c;EIIOlFlCAT't liMy..II8UlOOR ....... ~"'IJf, T'WE 1N$UR.\Nt.E~ 8V "'Ii POliCIES DBt;R1IIO H&RI:ItI IS I~ TO "u. TIlETP... I!lCCLlJIIONS ANI) COMomord OF SUCW POUCIE8. ~lf! LMlT$ SHOMIICAY ""ve BEEN R'KlUC511 tv "ND cLo\IU8, "'.. 01" IHIU1WfCt l'OUC'I'..... ....,.." UM/LIfY It 50318&111. 0'/01/01 04/01/02 u.o'fOOC~ "'QAIIIWE lMr_M) IiIIiO ElCP' I1hi _ "*") I PER8C)IN. to M1J IIWRV ~~re fltIIII)DuC:TS. CCIM'ClP AGS 131 6641-lU 04/Q1/01 CO/lIIINEO IINeUe UMIT , :I. , 00. . 000 04/01./0;11 CM--'l .,..,~ , (AIr...." JIOOIL v IHoIUftT ~--Q . I PROnR'TY 0A\MCle (PIr Hd1IeII1I AUYOOM.\I.iIIo\ . ()1ttfA nUIIl MIlO CJNI. 't. II. .IICC /180 , . . ''',000.000 . I. ol;llt. 000 I . , snoutS" 0"/01/01 w.ctl COO,""",,",t;1 04/0l/02 A.OGllIGA'n: ~ IIa'IN'nON S 'wo.w~IONMD . ~'LNILIn . . , A rD.~. rlQ.~.r 3U0787'3 Ot'01/01 04/01/02 '1110,000 2 DDO 0llIQ1lII"TION -..no ~a.IIIIlC~ IlV ,. ciey of )Ch1ll1 ...eh 1. iDcl\14K .. Ad4iUouaJ. luur.i1f "Pith tba .aa.pHon of we~k.~. C~..t~eR, AI r..p.~t. to operatioDI P8~fOEm8d b,y ~b. in.u~e4. ceRntICJlTE HOl.DI!R . y 1QlIfI'1CItIIAL~;~LnTI!Il; w.u8287 .. CAlltC........1'JON IltOUlD1tItNOf.,... Mow: ~-"~..c..:auD"""- PIne TtIIMO'. T............... ~.....lIQlI TO.... ..1.Q-.._ WIn'lt'IiI NOnc:c 'TD 11IIlil~"'1lClI,IU NIiIIlIIIO 10". LEfT. 8I<<,....,.1OVO IO_L .....1IO..a.-.A'hOIt OR~"'__ _,,",,"nc---'I'J'1IMI!JlIfSOII al'fllRleTAlMlL e ~1" city of .1.-1 "aoh !US ~7tb. .tn.1:. ~-.1 a..cb 7~ 3)13' ACORD (7"1) .:ian.-2S-02 02: 36P Laumar R.oo"'in~:!._~~~:';~.&l.nc.- P_01 1CI00l __e. _ .__ ......__ .._. ... _0. ..... ._.0.. ......._.._...__ ..... 'A OfC,V AHD aIfAM NO ..". UIJCN .,.. Cl!lll'lAClt1'E tiOLDID'. 1MII CIInIJIIIM,. ... NDT AMUD, umo Oft AlTlll "" CDVIUGI ~ .y .. ~.;UIW. CO..... ....... ~ .- ACDBD. ...... ,.:')10""..........- FRANK 11. FURMAN. IHC _ PftANI{ 11. PORMAN IA0914:25 P. o. BOX 1927 POMP~O BU.CH, n. )306~ CClIIIP_ A OIIIIWIV . CCWMft' C FCC I IHS01tANCB CO ... I.AUHAR ROOF l..NG SOUTH .tNC POBOX 1006 PT LAUD!RI>ALE PI. 33302 aJIIIIIWf D ....", !.. ......__ "",'JR. ..", ;".. . ..... _.... . ......._ .:':1':... ...... :,on:" ,,0 ... *:.... 1\tI$ 1$ to CEIlTIF'f' flWr...... POl ~ 0; INSI,IAAJIQ: LJS'Tm IB.OW *VE III:D IlSUEO TO T1'E -..u;Q ~ AllOW 1I(lIl.... ~ PIFlIQP NlDlm. NOnmftSTMIDIiIG AI<< MiDUNIefT, liJN OR ~ OF Nt( 0tlImUCiT OR emu ocx:&IIIitn' *11f IlEllI'iCT lO WIfQf TNIB clfl'hltCATIi IMV .. tI8UID ~ *V ~1:n.'ntt! MUMNCI AFFOfIlDID IV TWlItClUeIII DiSeRIIIB) HEMtN .. Sl.IlSCT TO ALL ntIl 'IlIWI. ~ AND ClCIfD1lON5 01' IUCM '" UMl'I'I ~ tMy MoWI .." MOIJCIiD In' PAD ClANS. A l"fM .. IlIIIIotMCl fIOIcr __ "=.:&V: ........ ~ .... ~&MIaIrr i~___1,\IlIIlUfY ".' r'J [J ...:.:' CUllleIlMll! tIclI!UlI .....:Ol ._ ._ . tIllIImUCfMt. 1'101' -....... . ~.cx.llW . .......... ."", . UDIIl~ ........ ... - .......-..... . , '-.- ~"'LIIlI . -..,- ""..... ....., aI\IM' "" ........, ., . '~- . '2;].38 , 1/01 .... .+-- 0.- L. ICL I!lrr:&. .... tea .. IW. /)'_"'loG~n .. IT.......... PROJECT: 555 11TH 5TREBT WILDING t,-l,":T:-C'.r''r. . ~:~~~~W~~;~~'Jf:5..~TV:~'12:~~~:t~:_ 'T~-:' ,', ~~~::~~",\:~~",-"lJ~~":':.:~:{t,t /~~~"~~~~;-:': ~7~ CITY OF MIAMI BEACH -..",..,,...... --...... ~ -,.... ..... .,. -.P. '11II __ l*INIIIr .... __ " ... J.L __ .-al'O'M .......-................... _ _"'lIU& ....___........ __oww ____ 555 17TH STRSi:T MIAMI BEACH FL 33~3' ~.....",.'" oIof\ ~~ !t>.._.. -.. ........ ,',.::..::.. AC' ~v- STATE OF FLORIDA(. :J- DEPAR'l..-:;NT OF B'OS:INESS AND PROPEb..,lON1U. REGULATION CONST :IND'OSTRY LICENSING ~ _L:ICENSE NBR 110/15/2001101009340 lOB -0011705 '!'he. BUSnmSS -ORGAN:IZAT:ION- Named below IS Q'OALIFIED Under the provisions -.Of Chapter. 489 n. Expiration date: A'OG 31, 2003 (TBIS IS NOT A LICENSE TO PERFORM WORlt. THIS ALLOWS '!'BE COMPANY TO DO B'OS:INESS ONLY IF IT BAS A QUAL:IF:IER,) 0228839 ,.',,:,:/ , . SEa# 011015004 ._;~ LAtJMAR ROOFING SOOTH mc 800 SW 21 TERR PT LAUDERDALE PL 33312 JEB BUSH GOVERNOR DISPLAY AS REQUIREO BY LAW KIM SIBLEY -SB'tu' SBCB'l'ARY . ACI 0221126 STATE OF FLORIDA DEPARTMENT OP BUSINESS AND PROFESSIONAL REGULATJ:ON CONST INDUSTRY LICENSING BOAIm _LICENSE NBR 110/09/2001101008795 Icc -C058301 The ReOPntG CON'l'RACTOR Ramed below IS CERT:IFIED Under the provisioDS of Chapter 489 PS. Bxpiration date: AUG 31, 2002 SEat 01100900 BA!.~! _ JOSE LAul'lAK ReOPING SOOTH mc PO BOX 1006 = PT LAUDERDALE PL 33302 JEB BUSH GOVERNOR DISPLAY AS REQUIRED BY LAW !tIM S:IN1tLBY - SS%U SBClUCTARY . .-. .- -- .._.,~ ...----.--------. -_._~-'.'" ".. .." 411!r./l ~ -AI' ~.. ......... ...., ~ ,.-... ""-.41'~ ~ ~ .MI' A -4_ r_,..,....,AliI...,~.,_..,4II~ . PMSOATED FlAST a.ASS MAl u.s. POSTAGE PAID 1 oz. PEI'lMlT NO. 40t 'liO~' "~. ". ~ ~ : ~ - ~ " , ...- CITY OF FORT LAUDERDALE LICENSE 2001-2002 "fAME CF GUSINESS _OCATION I.AUMAR ROOFING SOUTH INC SOC SIN 21 fER S HEREBY LICENSED TO ENGAGE IN BUSINESS SCCt.:?ATION OR PROFESSION C6t41 ROOFI~G AND C~ 3TEEL M~TAL PRESORTED FIRST CLASS MAIL ,ICENSE NUMBEp TOTAL FEE PAID 69023; SSC.CQ LAU~A~ ROOFING SOUTH INC p.e,. ::)OX 1006 FT l~UD FL 33302 rHIS LICENSE ISSU::O FOR THE PER!er '~Cf:::"'. ':~: "'-;6Ef' 'STAND :N01NG SEPTE: ":l:R 30TH OF THE. C"H:; ='-, ;'.; :.c: . E' 'Il0T1CC -- L'CENSES MUST BE ;~,\~..:~=;:=-:;.:~ . .- . . --, S SOLD ::;R !.,OVED. iPLEASE S:::E S.'.. ..:-: -_0. -. :lOST THiS dCENSE !N /J.. eeL,:.;= )r" : :'::-. '::-::.- ..~.. :: .i, w-.. ~_..6 .r~ ...~ IIlI r- ... 4W...I ........ 41 . __ ~~.Jo"""""""'4~""'~ _ AI ~ ..-.... ,.,. dI ,. Ullmal 'oollllg So""II",_ SliD sw gIst TtU'.~. It l.IIuiMl'dllle, n 333'. BID Roof Replacement of the 555 17th Street Building Quotation #VA-QT02-002 City of Miami Beach uc.... -Ionded- ..... Phone (954) 311-8135 Fax: (954) 111-8308 l....all: laulllarfg@ blllsoulll.nlt Ullmill 100'-11I So""'ll"c~ BOil SW .'sl Tt!I".~. ,,,, I.IIlId.d./~, n. 3331. Founded in 1984, Laumar Roofing has been providing services to the industrial and commercial re-roofing market. Operating in Florida since 1992, and being a State of Florida Certified Roofing Contractor, Laumar Roofing has had the privilege to service the most prestigious companies, institutions and government agencies in the region. Our reputation has been buih on quality and service. Some of our satisfied customers are: Health Care Institutions -HCA The Health Care Company (Columbia HCA) -Kendall Regional Medical Center -Cedars Medical Center -A ventura Hospital -Plantation General Hospital -J F K Hospital -North Broward Hospital District -Baptist Hospital -North Shore Hospitals -Lakeland Regional Medical Center -Miami Heart Institute -Savanna Hospital -Mariners Hospital Government -City of Hialeah -City of Hollywood -City of Fort Lauderdale -City of Lake worth -City of Riviera Beach -City of Stewart -City of Ft. Pierce -City of Miami Beach -Sarasota County -Monroe County -Palm Beach County -St. Lucy County -Broward County - West Palm Beach Airport FAA -Key West International Airport FAA Financial Institutions -First Union National Bank -Bank of America (Barnett Banks) -City National Bank Approved-Certified Applicator by: - Tremco Roof Systems -G.A.F. -Johns Manville -Koppers Industries -W.P. Hickman -U.S.lntec - Tamko -Honeywell- Allied Signal Private Sector -Marriott International -Florida Power and Light -American Express - Walkers Cay Resorts -Bahamas -Dupont -Manati P.R. UcllJ$M -Iondal- ..ad Phonl: (954) 3t1-813S fax: (954) 111-8318 1-11III1: IlUIIarfg@ belllo.....11t ROOF REPLACEMENT AND HV AC RENOVATION OF THE 555 17th STREET BUILDING QUOTATION NO. V A-QT02-002 1.0 GENERAL CONDmONS 1.1 SEALED BIDS: Original copy of Bid Form as well as any other pertinent documents must be returned in order for the bid to be considered for award. All bids are subject to the conditions specified hereon and on the attached Special Conditions, Specifications and Bid Form. The completed bid must be submitted in a sealed envelope clearly marked with the Bid Title to the City of Miami Beach Property Management Director, 1245 Michigan Avenue, Miami Beach, Florida 33139. Facsimile bids will be accepted. 1.2 EXECUTION OF QUOTE: Quote must contain a manual signature of an authorized representative in the space provided on the Quote Form. Failure to properly sign the quote form shall invalidate same and it shall NOT be considered. All quotes must be completed in pen and ink or typewritten. No erasures are permitted. Ifa correction is necessary, draw a single line through the entered figure and enter the corrected figure above it. Corrections must be initialed by the person signing the bid. Any illegible entries, pencil bids or corrections not initialed will not be tabulated. The original quote conditions and specifications CANNOT be changed or altered in any way. Altered quotes will not be considered. Clarification of the quote submitted shall be in letter form, signed by bidders and attached to the quote. 1.3 NO QUOTE: If not submitting a quote, respond by returning the enclosed quote form questionnaire, and explain the reason. Repeated failure to not quote without sufficient justification shall be cause for removal of a supplier's name from the quote mailing list. 1.4 PRICES QUOTED: Deduct trade discounts and quote firm.net prices. Give both unit price and extended total, when requested. Prices must be stated in units of quantity specified in the bidding specifications. In case of discrepancy in computing the amount of the QUOTE, the UNIT PRICE quoted will govern. All prices must be F.O.B. destination, freight prepaid (unless otherwise stated in special conditions). Discounts for prompt payment. Award, ifmade, will be in accordance with terms and conditions stated herein. Each item must be bid separately and no attempt is to be made to tie any item or items in with any other item or items. Cash or quantity discounts offered will not be a consideration in determination of award ofbid(s). QUOTE NO: V A-QT02--002 DATE: 01104102 CITY OF MIAMI BEACH 4 1.5 TAXES: The City of Miami Beach is exempt from all Federal Excise and State taxes. State Sales Tax and Use Certificate Number is 04-00097-09-23. 1.6 MISTAKES: Bidders are expected to examine the specifications, delivery. schedules, bid prices and extensions and all instructions pertaining to supplies and services. Failure to do so will be at the bidder's risk. 1.7 CONDmON AND PACKAGING: It is understood and agreed that any item offered or shipped as a result of this bid shall be the latest new and current model offered (most current production model at the time of this bid). All containers shall be suitable for storage or shipment, and all prices shall include standard commercial packaging. 1.8 UNDERWRITERS' LABORATORIES: Unless otherwise stipulated in the bid, all manufactured items and fabricated assemblies shall be U.L. listed or re-examination listing where such has been established by U.L. for the item(s) offered and furnished. 1.9 BIDDER'S CONDmONS: The City Commission reserves the right to waive irregularities or technicalities in bids or to reject all bids or any part of any bid they deem necessary for the best interest of the City of Miami Beach, FL. 1.10 EQUIVALENTS: If bidder offers makes of equipment or brands of supplies other than those specified in the following, he must so indicate on his bid. Specific article(s) of equipment/supplies shall conform in quality, design and construction with all published claims of the manufacturer. Brand Names: Catalog numbers, manufacturers' and brand names, when listed, are informational guides as to a standard of acceptable product quality level only and should not be construed as an endorsement or a product limitation of recognized and legitimate manufacturers. Bidders shall formally substantiate and verify that product( s) offered confonn with or exceed quality as listed in the specifications. Bidder shall indicate on the bid form the manufacturer's name and number if bidding other than the specified brands, and shall indicate ANY deviation from the specifications as listed. Other than specified items offered requires complete descriptive technical literature marked to indicate detail(s) conformance with specifications and MUST BE INCLUDED WITH THE BID. NO BIDS WILL BE CONSIDERED WITHOUT TIllS DATA. Lacking any written indication of intent to quote an alternate brand or model number, the bid will be considered as a bid in complete compliance with the specifications as listed on the attached form. QUOTE NO: V A-QT02-002 DAD: OllO4lO2 CITY OF MIAMI BEACH 5 1.11 (NOT USED) 1.12 (NOT USED) 1.13 NON-CONFORMANCE TO CONTRACT CONDmONS: Items may be tested for compliance with specifications. Item delivered, not conforming to specifications may be rejected and returned at vendor's expense. These items and items not delivered as per delivery date in bid and/or purchase order may be purchased on the open market. Any increase in cost may be charged against the bidder. Any violation of these stipulations may also result in: A) Vendor's name being removed from the vendor list. B) All departments being advised not to do business with vendor. 1.14 SAMPLES: Samples of items, when required, must be furnished free of expense. Bidders will be responsible for the removal of all samples furnished within (30) days after bid opening. All samples will be disposed of after thirty (30) days. Each individual sample must be labeled with bidder's name. Failure of bidder to either deliver required samples or to clearly identifY samples may be reason for rejection ofthe bid. Unless otherwise indicated, samples should be delivered to the Property Management Director, 1245 Michigan Avenue, Miami Beach, Florida 33139. 1.15 DELIVERY: Unless actual date of delivery is specified (or if specified delivery cannot be met), show number of days (in calendar days) required to make delivery after receipt of purchase order, in space provided. Delivery time may become a basis for making an award. Delivery shall be within the normal working hours of the user, Monday through Friday, excluding holidays. 1.16 INTERPRETATIONS: Unless otherwise stated in the bid, any questions concerning conditions and specifications should be submitted in writing to the Property Management Director, 1245 Michigan Avenue, Miami Beach, Florida 33139. Fax (305) 673-4168. 1.17 (NOT USED) 1.18 AWARDS: In the best interest of the City of Miami Beach, the City Commission reserves the right to reject all bids or any portion of any bid they deem necessary for the best interest of the City; to accept any item or group of items unless qualified by the bidder; to acquire additional quantities at prices quoted on the Bid Fonn unless additional quantities are not acceptable, in which case the Bid Fonn must be noted "BID IS FOR SPECIFIED QUANTITY ONL Y". All awards made as a result of this bid shall confonn to applicable Florida Statutes. QUOTJ, NO: V A-QT02-OO2 DATE: 01/04/02 CITY OF MIAMI BEACH 6 1.19 QUOTE OPENING: Quotes shall be opened and publicly read on the date, time and place specified on the Quote Form. All quotes received after the date, time, and place may be returned, unopened. 1.20 INSPECTION, ACCEPTANCE & TITLE: Inspection and acceptance will be at destination unless otherwise provided. Title t%r risk of loss or damage to all items shall be the responsibility ofthe successful bidder until acceptance by the buyer unless loss or damage result from negligence by the buyer. If the materials or services supplied to the City are found to be defective or not conform to specifications, the City reserves the right to cancel the order upon written notice to the seller and return product at bidder's expense. 1.21 PAYMENT: Payment will be made by the City after the items awarded to a vendor have been received, inspected, and found to comply with award specifications, free of damage or defect and properly invoiced. 1.22 DISPUTES: In case of any doubt or difference of opinion as to the items to be furnished hereunder, the decision of the City shall be final and binding on both parties. 1.23 LEGAL REQUIREMENTS: Federal, State, county and city laws, ordinances, rules and regulations that in any manner affect the items covered herein apply. Lack of knowledge by the bidder will in no way be a cause for relief from responsibility. 1.24 (NOT USED) \.25 (NOT USED) 1.26 PATENTS & ROYALTIES: The bidder, without exception, shall indemnifY and save harmless the City of Miami Beach, Florida and its employees from liability of any nature or kind, including cost and expenses for, or on account ot: any copyrighted, patented, or unpatented invention, process, or article manufactured or used in the performance of the contract, including its use by The City of Miami Beach, Florida. If the bidder uses any design, device or materials covered by letters, patent, or copyright, it is mutually understood and agreed, without exception, that the bid prices shall include all royalties or cost arising from the use of such design, device, or materials in any way involved in the work. 1.27 OSHA: The bidder warrants that the product supplied to the City of Miami Beach, Florida shall conform in all respects to the standards set forth in the Occupational Safety and Health Act of 1970, as amended, and the failure to comply with this condition will be considered as a breach of contract. Any fines levied because of inadequacies to comply with these requirements sba11 be borne solely by the bidder responsible for same. QUOTE NO: V A-QT02-002 DATE: 01104102 CITY OF MIAMI B:EACH 7 1.28 SPECIAL CONDmONS: Any and all Special Conditions that may vary from these General Conditions shall have precedence. 1.29 ANTI-DISCRIMINATION: The bidder certifies that he/she is in compliance with the non-discrimination clause contained in Section 202, Executive Order 11246, as amended by Executive Order 11375, relative to equal employment opportunity for all persons without regard to race, color, religion, sex or national origin. 1.30 AMERICAN WITH DISABILITIES ACT: Call (305) 673-7490NOICE to request material in accessible format~ sign language interpreters (five days in advance when possible), or information on access for persons with disabilities. For more information on ADA compliance please call the Heidi Johnson Wright at the Public Works Department at 305.673-7080. 1.31 QUALITY: All materials used for the manufacture or construction of any supplies, materials or equipment covered by this bid shall be new. The items bid must be new, the latest model, of the best quality, and highest grade workmanship. 1.32 (NOT USED) 1.33 LIABILITY, INSURANCE, LICENSES AND PERMITS: Where bidders are required to enter or go onto City of Miami Beach property to deliver materials or perfortn work or services as a result of a bid award, the successful bidder will assume the full duty, obligation and expense of obtaining all necessary licenses, permits and insurance and assure all work complies with all applicable Dade County and City of Miami Beach building code requirements and the South Florida Building Code. The bidder shall be liable for any damages or loss to the City occasioned by negligence of the bidder (or agent) or any person the bidder has designated in the completion of the contract as a result of his or her bid. 1.34 BID BONDS, PERFORMANCE BONDS, CERTIFICATES OF INSURANCE: Bid Bonds, when required, shall be submitted with the bid in the amount specified in Special Conditions. After acceptance of bid, the City will notify the successful bidder to submit a performance bond and certificate of insurance in the amount specified in Special Conditions. I.3S DEFAULT: Failure or refusal of a bidder to execute a contract upon award, or withdrawal of a bid before such award is made, may result in forfeiture of that portion of any bid surety required equal to liquidated damages incurred by the City thereby, or where surety is not required, failure to execute a contract as described above may be grounds for removing the bidder from the bidder's list. QUOTE NO: V A-QT02-002 DAD: 01104102 CITY OF MIAMI BEACH 8 1.36 CANCELLATION: In the event any of the provisions of this bid are violated by the contractor, the Property Management Director shall give written notice to the contractor stating the deficiencies and unless deficiencies are corrected within ten (10) days, recommendation will be made to the City Commission for immediate cancellation. The City Commission of Miami Beach, Florida reserves the right to terminate any contract resulting from this invitation at any time and for any reason, upon giving thirty (30) days prior written notice to the other party. 1.37 BILLING INSTRUCTIONS: Invoices, unless otherwise indicated, must show purchase order numbers and shall be submitted in DUPLICATE to the City of Miami Beach Property Management Division, 1145 Michigan Avenue, Miami Beach, Florida 33139. 1.38 (NOT USED) 1.39 (NOT USED) 1.40 NOTE TO VENDORS DELIVERING TO THE CITY OF MIAMI BEACH: Receiving hours are Monday through Friday, excluding holidays, from 8:30 AM. to 5:00 P.M. 1.41 SUBSTITUTIONS: The City of Miami Beach, Florida WILL NOT accept substitute shipments of any kind. Bidder(s) is expected to furnish the brand quoted in their bid once awarded. Any substitute shipments will be returned at the bidder's expense. 1.41 FACllJ:rIES: The City Commission reserves the right to inspect the bidder's facilities at any time with prior notice. 1.43 BID TABULATIONS: Bidders desiring a copy of the bid tabulation may request same by enclosing a self-addressed stamped envelope with the bid. t.44 (NOT USED) 1.45 (NOT USED) 1.46 CLARIFICATION AND ADDENDA TO QUOTE SPECIFICATIONS: If any person contemplating submitting a Quote under this Solicitation is in doubt as to the true meaning of the specifications or other quote documents or any part thereof: the Bidder must submit to the City of Miami Beach Property Management Director at least seven (7) calendar days prior to scheduled Bid opening, a request for clarification. QUOTE NO: V A-QT02-002 DATE: 01104102 crrY OF MIAMI B"lACH 9 All such requests for clarification must be made in writing and the person submitting the request will be responsible for its timely delivery. Any interpretation of the quote, if made, will be made only by Addendum duly issued by the City of Miami Beach Property Management Director. The City shall issue an Informational Addendum if clarification or minimal changes are required. The City shall issue a Formal Addendum if substantial changes which impact the technical submission of quotes are required. A copy of such Addendum shall be sent by mail or facsimile to each Bidder receiving the Solicitation. In the event of conflict with the original Contract Documents, Addendum shall govern all other Contract Documents to the extent specified. Subsequent addendum shall govern over prior addendum only to the extent specified. The Bidder shall be required to acknowledge receipt of the Formal Addendum by signing in the space provided on the Quote Proposal Form. Failure to acknowledge Addendum may deem its quote non- responsive; provided, however, that the City may waive this requirement in its best interest. The City will not be responsible for any other explanation or interpretation made verbally or in writing by any other city representative. 1.47 DEMONSTRATION OF COMPETENCY: 1) Pre-award inspection of the Bidder's facility may be made prior to the award of contract. Quotes will only be considered from firms which are regularly engaged in the business of providing the goods and/or services as described in this invitation for quote. Bidders must be able to demonstrate a good record of performance for a reasonable period of time, and have sufficient financial support, equipment and organization to insure that they can satisfactorily execute the services if awarded a contract under the terms and conditions herein stated. The terms "equipment and organization" as used herein shall be construed to mean a fully equipped and well established company in line with the best business practices in the industry and as determined by the City of Miami Beach. 2) The City may consider any evidence available regarding the financial, technical and other qualifications and abilities of a Bidder, including past performance (experience) with the City in making the award in the best interest of the City. 3) The City may require Bidders to show proofthat they have been designated as authorized representatives of a manufacturer or supplier which is the actual source of supply. In these instances, the City may also require material information from the source of supply regarding the quality, packaging, and characteristics of the products to be supplies to the City through the designated representative. Any conflicts between this material information provided by the source of supply and the information contained in the Bidder's Proposal may render the Quote non-responsive. 4) The City may, during the period that the Contract between the City and the successful Bidder is in force, review the successful Bidder's record of performance to insure that the Bidder is continuing to provide sufficient financial support, equipment and organj73tion as prescribed in this Solicitation. Irrespective of the Bidder's performance on contracts awarded to it by the City, the City may place said contracts on probationary status and implement tennination procedures if the City determines that the successful Bidder no longer possesses the financial support, equipment and organization which would have QUOTE NO: V A-QT02-002 CITY OF MIAMI BEACH DAn: 01104102 10 been necessary during the Quote evaluation period in order to comply with this demonstration of competency section. 1.48 DETERMINATION OF A W ARB The City Commission shall award the contract to the lowest and best bidder. In determining the lowest and best bidder, in addition to price, there shall be considered the following: a. The ability, capacity and skill of the bidder to perform the Contract. b. Whether the bidder can perform the Contract within the time specified, without delay or c. The character, integrity, reputation, judgement, experience and efficiency of the bidder. d. The quality of performance of previous contracts. e. The previous and existing compliance by the bidder with laws and ordinances relating to the Contract. 1.49 ASSIGNMENT: The contractor shall not assign, transfer, convey, sublet or otherwise dispose of this contract, including any or all of its right, title or interest therein, or his or its power to execute such contract to any person, company or corporation without prior written consent of the City of Miami Beach. 1.50 LAWS, PERMITS AND REGULATIONS: The bidder shall obtain and pay for all licenses, pennits and inspection fees required for this project; and shall comply with all laws, ordinances, regulations and building code requirements applicable to the work contemplated herein. 1.51 OPTIONAL CONTRACf USAGE: As provided in Section 287.042 (17), Florida Statutes, other State agencies may purchase from the resulting contract, provided the Department of Management Services, Division of Procurement, has certified its use to be cost effective and in the best interest of the State. Contractors have the option of selling these commodities or services certified by the Division to the other State agencies at the agencies option. 1.52 SPOT MARKET PURCHASES: It is the intent of the City to purchase the items specifically listed in this bid from the awarded vendor. However, items that are to be "Spot Market Purchased" may be purchased by other methods, i.e. Federal, State or local contracts. 1.53 ELIMINATION FROM CONSIDERATION This bid solicitation shall not be awarded to any person or firm which is in arrears to the County upon any debt, taxes or contracts which are defaulted as surety or otherwise upon any obligation to the County. QUOTE NO: V A-QT02-002 DATE: 01104102 CITY OF MIAMI BEACH 11 1.54 WAIVER OF INFORMALITIES The City reserves the right to waive any informalities or irregularities in this bid solicitation. 1.55 ESTIMATED QUANTITIES Estimated quantities or estimated dollars, if provided, are for City guidance only. No guarantee is expressed or implied as to quantities or dollars that will be used during the contract period. The City is not obligated to place any order for a given amount subsequent to the award of this bid solicitation. Estimates are based upon the City's actual needs and/or usage during a previous contract period. The City for purposes of determining the low bidder meeting specifications may use said. 1.56 COLLUSION Bids from related parties. Where two (2) or more related parties each submit a bid or proposal for any contract, such bids or proposals shall be presumed to be coUusive. The foregoing presumption may be rebutted by presentation of evidence as to the extent of ownership, control and management of such related parties in the preparation and submittal of such bids or proposals. Related parties mean bidders or proposers or the principals thereof which have a direct or indirect ownership interest in another bidder or proposer for the same contract or in which a parent company or the principals thereof of one (1) bidder or proposer have a direct or indirect ownership interest in another bidder or proposer for the same contract. Bids or proposals found to be collusive shall be rejected. Bidders or Proposers who have been found to have engaged in collusion may be considered non-responsible, and may be suspended or debarred, and any contract resulting from collusive bidding may be terminated for default. 1.57 DISPUTES In the event of a conflict between the documents, the order of priority of the documents shall be as follows: . Any agreement resulting from the award of this Bid (if applicable); then . Addenda released for this Bid, with the latest Addendum taking precedence; then . The Bid; then . Awardee's Bid. 1.58 REASONABLE ACCOMMODADON In accordance with the Title IT of the Americans with Disabilities Act, any person requiring an accommodation at the RFP opening because of a disability must contact Heidi Johnson Wright at the Public Works Department at (305) 673-7080. 1.59 GRATUITIES Proposers shall not offer any gratuities, favors, or anything of monetary value to any official, employee, or agent of the City, for the purpose of influencing consideration of this proposal. QUOTE NO: V A-QT02-002 DATE: 01104102 CITY OF MIAMI BEACH 12 1.60 SIGNED BID CONSIDERED AN OFFER The signed bid shall be considered an offer on the part of the bibber or contractor, which offer shall be deemed accepted upon approval by the City Commission of the City of Miami Beach, Florida and in case of default on the part of successful bidder or contractor, after such acceptance, the City may procure the items or services from other sources and hold the bidder or contractor responsible for any excess cost occasioned or incurred thereby. Additionally, the City may take such action. 1.61 QUOTE CLARIFICATION: Any questions or clarifications concerning this Invitation to Quote shall be submitted in writing by mail or facsimile to the Property Management Department, 1245 Michigan Avenue, Miami Beach, FL 33139 FAX: (305) 673-4168. The quote project number shall be referenced on all correspondence. All questions must be received no later than seven (7) calendar days prior to the scheduled bid opening date. All responses to questions/clarifications will be sent to all prospective bidders in the form of an addendum. NO QUESTIONS WilL BE RECEIVED VERBALLY OR AFTER SAID DEADLINE. 1.62 TIE BIDS: Please be advised that in accordance with Florida Statues Section 287.087, regarding identical tie bids, preference will be given to vendors certifYing that they have implemented a drug free work place program. A certification form will be required at that time. 1.63 PUBLIC ENTITY CRIMES (pEe): A person or affiliate who has been placed on the convicted vendor list following a conviction for public entity crimes may not submit a bid on a contract to provide any goods or services to a public entity, may not submit a bid on a contract with a public entity for the construction or repair of a public building or public work, may not submit bids on leases of real property to public entity, may not be awarded or perform work as a contractor, supplier, sub-contractor, or consultant under a contract with a public entity, and may not transact business with any public entity in excess of the threshold amount provided in Sec. 287.017, for CATEGORY TWO for a period of36 months from the date of being placed on the convicted vendor list. QUOTE NO: V A..QT02-002 DATE: 01104102 CITY OF MIAMI BEACH 13 ROOF REPLACEMENT AND HV AC RENOV A TIONOF THE 555 17TH STREET BUILDING QUOTATION NO. V A-QT02-002 2.0 ~PECIAL CONDmONS 2.1 PURPOSE: The purpose of this bid is to establish a contract, by means of sealed quotes to a qualified contractor, for the Roof Replacement and HV AC Renovation of the 555 17th Street building, as specified in the bid documents. 2.2 METHOD OF AWARD: Award of this contract will be made to the lowest responsive, responsible and best bidder whose QUOTE will be most advantageous to the City of Miami Beach. 2.3 PAYMENT: Payment will be made upon final completion of this project. The City will pay the contract price minus any liquidated damages andlor other damages to the Contractor upon final completion and acceptance. 2.4 DELIVERY TIME: N/A 2.5 ADDmONSIDELETlONS OF FACn..ITIES: N/A 2.6 PRICES SHALL BE FIXED AND FIRM FOR TERM OF CONTRACI': N/A 2.7 PRE-BID CONFERENCEISITE INSPECflON: A Pre.Bid Conference/Site Visit has been scheduled for 2:00 p.m. on January 29, 2002, at the 555 17th Street buUding, located at 55517TH Street, Miami Beach, 1133139 2.8 INSURANCE AND INDEMNIFICATION: (See Check List for applicability to this contract) The contractor shall be respoll$ible for his work and every part thereot: and for all materials, tools, appliances and property of every description, used in connection with this particular project. He shall specifically and distinctly assume, and does so assume, aU risks of damage or injury to property or persons used or employed on or in connection with the work and of aU damage or injury to any person or property wherever located, resulting from any action or operation under the contract or in connection with the work. It is understood and agreed that at aU times the contractor is acting as an independent contractor. QUOTE NO: V A..qf02--002 DATI.: 01104102 CITY OF MIAMI BEACH 14 ! I 1 il 1 I The contractor, at all times during the full duration of work under this contract, including extra work in connection with this project shall meet the following requirements: Maintain Worker's Compensation and Employer's Liability Insurance to meet the statutory requirements of the State of Florida. Maintain Comprehensive General Liability Insurance in amounts prescribed by the City (see checklist for limits) to protect the contractor in the interest of the City against all risks of injury to persons (including death) or damage to property wherever located resulting from any action or operation under the contract or in connection with the work. This policy is to provide coverage for premises/operations, independent contractor, broad form property damage, products/completed operations and contractual liability. Maintain Automobile Liability Insurance including Property Damage covering all owned, non- owned or hired automobiles and equipment used in connection with the work. Maintain any additional coverages required by the Risk Manager as indicated on the Insurance Check List. Name the City of Miami Beach as an additional insured on all liability policies required by this contract. When naming the City of Miami Beach as an additional insured onto your policies, the insurance companies hereby agree and will endorse the policies to state that the City will not be liable for the payment of any premiums or assessments. A copy of the endorsement(s) naming the City of Miami Beach as an additional insured is required and must be submitted to the City's Risk Manager. No change or cancellation in insurance shall be made without thirty (30) days written notice to the City of Miami Beach Risk Manager. All insurance policies shall be issued by companies authorized to do business under the laws of the State of Florida and these companies must have a rating of at least B+: VI or better per Best's Key Rating Guide, latest edition. Original signed Certificates of Insurance, evidencing such coverages and endorsements as required herein, shall be filed with and approved by the City of Miami Beach Risk Manager before work is started. The certificate must state Bid Number and Title. Upon expiration of the required insurance, the contractor must submit updated certificates ofinsurance for as long a period as any work is still in progress. It is understood and agreed that all policies of insurance provided by the contractor are primary coverage to any insurance or self-insurance the City of Miami Beach possesses that may apply to a loss resulting from the work performed in this contract. QUOTE NO: V A-QTOZ-002 DATE: 01/04102 CITY OF MIAMI BEACH 15 i j ! I All policies issued to cover the insurance requirements herein shall provide full coverage from the first dollar of exposure. No deductibles will be allowed in any policies issued on this contract unless specific safeguards have been established to assure an adequate fund for payment of deductibles by the insured and approved by the City's Risk Manager. The liability insurance coverage shall extend to and include the following contractual indemnity and hold harmless agreement: "The contractor hereby agrees to indemnifY and hold hannless the City of Miami Beach, a municipal corporation, its officers, agents, and employees from all claims for bodily injuries to the public in and up to the amount of $1,000,000.00 for each occurrence and and for all damages to the property of others in and up to the amount of $1,000,000.00 for each occurrence per the insurance requirement under the specifications including costs of investigation, all expenses of litigation, including reasonable attorney fees and the cost of appeals arising out of any such claims or suits because of any and all acts of omission or commission of any by the contractor, his agents, servants, or employees, or through the mere existence of the project under contract". The foregoing indemnity agreement shall apply to any and all claims and suits other than claims and suits arising out of the sole and exclusive negligence of the City of Miami Beach, its officers, agents, and employees, as determined by a court of competent jurisdiction. The contractor will notify his insurance agent without delay of the existence of the Hold Harmless Agreement contained within this contract, and furnish a copy of the Hold Hannless Agreement to the insurance agent and carrier. The contractor will obtain and maintain contractual liability insurance in adequate Hmits for the sole purpose of protecting the City of Miami Beach under the Hold Hannless Agreement from any and all claims arising out of this contractual operation. . The contractor will secure and maintain policies of subcontractors. All policies shall be made available to the City upon demand. Compliance by the contractor and all subcontractors with the foregoing requirements as to carrying insurance and furnishing copies of the insurance policies shall not relieve the contractor and all subcontractors of their liabilities and obligations under any Section or Provisions of this contract. Contractor shall be as fully responsible to the City for the acts and omissions of the subcontractor and of persons employed by them as he is for acts and omissions of persons directly employed by him. Insurance coverage required in these specifications shall be in force throughout the contract term. Should any awardee fail to provide acceptable evidence of current insurance within seven days of receipt of written notice at any time during the contract term, the City shall have the right to consider the contract breached and justifYing the termination thereof. If bidder does not meet the insurance requirements of the specifications; alternate insurance coverage, satisfactory to the Risk Manager, may be considered. QUOTE NO: V A-QT02-002 DATE: 01104102 CITY OF MIAMI BEACH 16 It is understood and agreed that the inclusion of more than one insured under these policies shall not restrict the coverage provided by these policies for one insured hereunder with respect to a liability claim or suit by another insured hereunder or an employee of such other insured and that with respect to claims against any insured hereunder, other insureds hereunder shall be considered members of the public~ but the provisions of this Cross Liability clause sball apply only with respect to liability arising out of the ownership, maintenance, use, occupancy or repair of such portions of the premises insured hereunder as are not reserved for the exclusive use of occupancy of the insured against whom claim is made or suit is filed. QUOTE NO: V A-QT02-002 DATE: 01/04102 CITY OF MIAMI BEACH 17 INSURANCE CHECK LIST xxx 1. Workers' Compensation and Employer's Liability per the Statutory limits of the state of Florida. xxx 2. Comprehensive General Liability (occurrence form), limits of liability $ 1.000.000.00 per occurrence for bodily injury property damage to include Premises! Operations; Products, Completed Operations and Contractual Liability. Contractual Liability and Contractual Indemnity (Hold harmless endorsement exactly as written in "insurance requirements" of specifications). xxx 3. Automobile Liability - $1,000,000 each occurrence - ownedlnon-ownedlhired automobiles included. 4. Excess Liability - $ .00 per occurrence to follow the primary coverages. xxx 5. The City must be named as and additional insured on the liability policies~ and it must be stated on the certificate. 6. Other Insurance as indicated: _ Builders Risk completed value _ Liquor Liability _ Fire Legal Liability _ Protection and Indemnity _ Employee Dishonesty Bond Other $ $ $ $ $ $ .00 .00 .00 .00 .00 .00 xxx 7. Thirty (30) days written cancellation notice required. xxx 8. Best's guide rating B+:VI or better, latest edition. xxx 9. The certificate must state the bid number and title BIDDER AND INSURANCE AGENT STATEMENT: We understand the Insurance Requirements of these specifications and that evidence of this insurance may be required within five (5) days after bid i. L~d#1.Jt4! '/Po~. D;# ~ Bidder na re Bidder QUOTE NO: V A-QT02..oo2 DATE: 01104102 CITY OF MIAMI BEACH 18 ~ 2.9 VENDOR APPLICATION: N/A 2.10 CONTACT PERSON: For any additional information regarding the specifications and requirements of this project, contact Brad Judd, Property Management Director at (305) 673-7630. 2.11 SAMPLES: The bidder shall provide upon request, a complete and accurate sample of the product(s) which they propose to furnish. 2.12 BID, PERFORMANCE, AND BUDGET A Bid Bond is not required, however the successful bidder will be required to furnish Performance and Payment Bonds, each in the amount of one hundred (1000,,10) percent of the Contract amount. 2.13 UQUIDATED DAMAGES: The Bidder agrees to pay the Owner liquidated damages in the amount of$200 per calendar day beyond the ninety (90) day substantial completion date. 2.14 DISCOUNTS (From published price lists): N/A 2.15 ESTIMATED QUANTITIES: N/A 2.16 WARRANTY: The successful bidder will be required to warranty all work performed. The complete Warranty shall be described in detail on the attached Bid Fonn. The work performed on the roofwill require a minimum warranty of twenty (20) years. 2.17 PRODUCT/CATALOG INFORMATION: N/A 2.18 REFERENCES (pROVIDE 4 REFERENCES, PLEASE SEE PAGE 25) 2.19 COMPLETE PROJECT REQUIRED: These specifications describe the various items or classes of work required, enumerating or defining the extent of same necessary, but failure to list any items or classes under scope of the several sections shall not relieve the contractor from furnishing, installing or performing such work where required by any part of these specifications, or necessary to the satisfactory completion of the project. 2.20 FACILITY LOCA nON: The 555 building is located at 555 17th Street, Miami Beach F1 33139. QUOTE NO: V A-QT02-002 DATE: 01/04102 CITY OF MIAMI BEACH 19 2.21 BIDDER QUALIFICATIONS: In order for quotes to be considered, bidders must submit with their quote, evidence that they are qualified to satisfactorily perfonn the specified work. Evidence shall include all infonnation necessary to certifY that the bidder: maintains a permanent place ofbusiness~ has technical knowledge and practical experience in the type of equipment included in this scope of work; has available the organization and qualified manpower to do the work; has adequate financial status to meet the financial obligations incident to the work; has not had just or proper claims pending against him or his work; and has provided Roof Renovation Projects similar to the 555 17th Street, as specified on the bid fonn. The evidence will consist of listing of work that has been provided to public and private sector clients, ie. nature of work and number of similar projects completed within the last three (3) years. 2.29 LATE QUOTES: At time, date, and place above, quotes will be publicly opened. Any quotes or proposals received after time and date specified may be returned to the bidder unopened. The responsibility for submitting a quote/proposal before the stated time and date is solely and strictly the responsibility of the bidder/proposer. The City is not responsible for delays caused by mail, courier service, including U.S. Mail, or any other occurrence. 2.30 EXCEPTIONS TO SPECIFICATIONS: N/A 2.31 COMPLETE INFORMATION REQUIRED ON BID FORM: All quotes must be submitted on the attached Quote Form and all blanks filled in. To be considered a valid bid, the ORIGINAl- AND ONE COpy of the Quote Fonn pages and all required submittal information must be returned, properly completed, in a sealed envelope as outlined in the first paragraph of General Conditions. 2.32 MAINTENANCE AGREEMENT: (N/A) 2.33 EQUAL PRODUCT: (N/A) QUOTE NO: V A-QT02-002 DATE: 01104102 CITY OF MIAMI BEACH 20 Section 3 MEASUREMENT AND PAYMENT 3.1 Measurement of Quantities - All work completed under this Contract shall be measured by the Engineer, according to United States Standard Measures. All measurements shall be taken horizontal or vertical, except for paving surfaces, which will be taken along the actual surface of the pavement. No allowance shall be made for surfaces laid over a greater area than authorized or for material moved from outside of slope-stakes and lines shown on the Plans, except where such work is done upon written instructions of the Engineer. 3.2 Scope of Payments - It is understood and.agreed that the Contractor shall receive and accept the prices and rates, as herein specified, in full payment for furnishing all materials, labor, equipment, and tools, and for perfonning all the Work contemplated and embraced in the attached Specifications and Proposal, also for all loss or damage arising out of the nature of the Work aforesaid, or from the action of the elements or for any unforeseen difficulties or obstructions which may arise or be encountered in the prosecution of the Work, until its final acceptance as hereinafter provided for, and also for all risks of every description and all expenses incurred by or in consequence of the suspension or discontinuance of the Work as herein provided for, or for any infringement of patent, trademark, or copyright, and for the completion of the Work in accordance with the Plans, Specifications, and Contract. 3.3 Payment and Compensation for Altered Quantities -When Alterations in Plans or quantities of work not requiring Supplemental Agreements as herein before provided for are ordered and performed, the Contractor shall accept payment in full at the Contract unit price for the actual quantities of work done~ no allowance will be made for anticipated profits~ increased or decreased work involving Supplemental Agreements shall be paid for as stipulated in such agreement. 3.4 Force Account Work - All Extra Work done on a tfForce Account" basis shall be performed by such labor, teams, tools, and equipment as may be specified by the Engineer, and will be paid for in the following manner: (a) For all labor, teams, and foremen in direct charge of the specified operations, the Contractor shall receive the current local rate of wages, to be agreed upon in writing before starting such work, for every hour that said labor, teams, and foremen are actually engaged in such work, to which shall be added an amount equal to 15 percent of the sum thereof which shall be considered as full compensation for general supervision and the furnishing and repairing of small tools and ordinary equipment used on the contract such as picks, hand shovels, plows, etc. In addition to the above, the Contractor shall receive the actual cost for Social Security Taxes, Unemployment Insurance, and Workmen's Compensation Insurance involved in such force account work, based on the actual wages paid the said labor and foremen. No percentage will be added to the cost of such taxes or insurance. (b) For all materials used the Contractor shall receive the actual cost of such materials, delivered at the site, as shown by the original receipted bills, but no percentage shall be allowed on the cost of such materials. QUOTE NO: V A-QT01-.OO2 DAD: 01104102 CITY OF MIAMI BEACH n (c) For any special equipment or machinery, such as power driven rollers, tractors, trucks, shovels, drills, concrete mixers, pumps, and hoists, also industrial railway equipment, crushers, etc., required for the economical perfonnance of the work, the Engineer shall allow the Contractor a reasonable rental price to be agreed upon in writing before such work is begun, for each and every hour that said special equipment is in use on the work, to which sum no percentage shall be added. The compensation as herein provided shall be received by the Contractor as payment in full for Extra Work done on a force account basis. The Contractors representative and the Inspector shall compare records of extra work done on a force account basis at the end of each day. Copies of these records shall be made in duplicate upon a form provided for this purpose by the Inspector and signed by both the Inspector and the Contractor's representative, one copy being forwarded, respectively, to the Engineer of his authorized representative, and to the Contractor. All claims for extra work done on a force account basis shall be submitted as hereinbefore provided by the Contractor upon certified statements, to which shall be attached original receipted bills covering the costs of and the freight charges and hauling on all materials used in such work, and such statements shall be submitted to the Engineer on the current estimate of the month in which work was actually done. 3.5 Omitted Items - The City shall have the right to cancel the portions of the Contract relating to the construction of any items therein by the payment to the Contractor of a fair and equitable amount covering all items incurred prior to the date of cancellation or suspension of the work by order of the Engineer. 3.6 Partial Payments - If the Work progresses according to Contract, the Contractor will be paid monthly ninety (90) percent of the value of the work completed, and materials furnished by the Contractor under these Specifications, when such materials have been delivered, inspected, and payments satisfactorily vouched for to the Engineer, provided the materials, in the judgment of the Engineer, are such as will probably be incorporated in the Work within thirty (30) days; ten (10) per cent of the amount due being reserved until a final settlement after the completion of the Work. Contractor shall provide PARTIAL RELEASE OF LIENS with each Application for payment. It is understood and agreed that the City may also deduct from any estimate, either partial or final, the amount of any unsatisfied claim against the Contractor for labor, materials, teams, equipment and! or other things as elsewhere provided herein. Should any defective work or material be discovered previous to the final acceptance, or should a reasonable doubt arise previous to the final acceptance as to the integrity of any part of the completed Work, the estimate and payment for such defective or questioned work shall not be allowed until the defect has been remedied and causes for doubt removed. The monthly payments shall be approximate only, and all partial estimates and payments shall be subject to correction in the final estimate and payment. If the total amount of the retained percentage of the Contract is greatly in excess of the uncompleted portion of the Contract the Engineer may allow the Contractor a portion of the suspended payment, provided that the City shall at all times retain an amount sufficient to enable it to complete the uncompleted work in the Contract and liquidate unsatisfied claims. QUOTE NO: V A-QT02--001 DAD: 01104101 CITY OFMlAMIBUCH 11 3.7 Acceptance and Final Payment - Whenever the improvement provided for under this Contract shall have been completely performed on the part of the Contractor, and all parts of the Work have been approved by the Engineer according to the Contract, and all trash, debris, equipment, and other things used in the construction removed from the site of the construction and from the adjoining land, the Engineer, after final inspection as provided herein, shall certify such fact to the Board in writing, recommending the acceptance of the Work. Upon acceptance of the Work by the Board, a Final Estimate showing the value of the Work will be prepared by the Engineer as soon as the necessary measurements and computations can be made all prior certificates or estimates upon which payments have been made being approximate only and subject to correction in the Final Estimate. The amount of the Final Estimate, less any sums that may have been deducted or retained under the provisions of this Contract., will be paid to the Contractor within thirty (30) days after the Final Estimate bas been approved by the Board, provided that the Contractor bas furnished to the Board a sworn affidavit to the effect that all bills are paid and no suits are pending in connection with the Work done under this Contract. Upon this final payment the City is to be released from all liability whatever growing out of this Contract. No final payment shall be made without the submittal of the following documents: the FINAL RELEASE OF LIEN, THE FINAL RELEASE OR LEITER OF APPROVAL OF THE SURETY COMPANY, the FINAL CERTIFICATE OF COMPLETION or FINAL CERTIFICATE OF OCCUPANCY FROM THE BUILDING OFFICIAL, a LEITER OF FINAL COMPLETION or LEITER OF FINAL ACCEPTANCE from the AlE of record, approved by the City. QUOTE NO: V A-QT02-OO2 DATE: 01/04102 CITY OF MIAMI BEACH 23 ROOF REPLACEMENT OF THE SSS 17th STREET BUILDING QUOTATION NO. VA-QT02-002 Proposal Page 1 of 2 We propose to furnish all labor, machinery, tools, means of transportation, supplies, equipment, materials, and services necessary for the Roof Replacement at the 555 17th STREET BUll..OING in accordance with these specifications. (Scope of Work) QUOTE UNIT PRICES FOR THE FOLLOWING: (in the event of unforeseen conditions) Units prices must include cost of materials and labor. Roof replacement of the 555 17m Street building Per sq. ft. S 1, tic} s ". S-o ..,. s <{51), () () $ J-SVO,oo $ 7'5'0. 0 V $ "2...00,00 $ jOOO. () V $ /~f)() /t..P' I $ /VI f4 $ I ndud~c/ Deck replacement Deck repair Installation of new drains (no service connecdon)-per drain Installation of new drains (with senrice connection)- per drain Lowering drains Drain flashing collar Drain replacement Wood blocking replacement Unit removal- per unit Additional cost of project as a result of the presence of Asbestos containing rooting materials 1.1NE ITEM LUMP SUM 1) ROOF REPLACEMENT OF THE 555 17m STREET BUll.DING $ /7 '2.15 tJDJ (}c) (/ QUOTE NO: V A-QT02-OO2 DATE: 01/04102 CITY OF MIAMI BEACH 24 ROOF REPLACEMENT OF THE SSS l~ STREET BUILDING QUOTATION NO. V A-QT01-002 Proposal Page 2 of 3 QUOTE UNIT PRICES FOR THE FOLLOWING: ( Not included in Lump Sum Bid) HV AC replacement of the 555 1 im Street building Drawings and Calculations $ 9,,0.- Crane $ IP~u.- Air Conditioning equipment S 2-1; J~ o. - Exhaust fans $ /;-00,- Support steel $ </ () To. - Duct work $ 2 "J'7). - Electrical $ 17/Zl.- Labor $ 1''1 ),d. - LINE ITEM LUMP ~ 2) PARTIAL ROOF REPLACEMENT OF THE 555 17TH STREET BUILDING $ /7..2, ...r/)/). - , 3) PARTIAL HVAC RENOVATION OF THE 555 17TH STREET BUILDING $ ~9 ?.3tJ.- GRAND TOTAL: $ z,Zc.~ 3J!;tJ. - QUOTE NO: V A-QT02-002 DATE: 01104102 CITY OF MlAMIBEACII 2S ROOF REPLACEMENT AND HV AC RENOVATION OF mE 555 1~ STREET BmLDING QUOTATION NO. V A-QT02-001 Proposal Page 3 of 3 PAYMENT TERMS: 1%/10 EOM.lfother, specify here ANY LETTERS, ATtACHMENTS, OR ADDffiONAL INFORMATION TO BE CONSIDERED PART OF THE BID MUST BE SUBMJ.'lTED IN DUPLICATE. SUBMfl'TED BY: COMPANY NAME: SIGNED: Bidden !!!!!!l acknowledge receipt of addendum (if applicable). Amendment No. 1: t/9job Amendment No. 2: wmD~ m~Dm NAMElTITLE (Print): J 0 .s ~ "'-:[319 ~ " ~ -t..or / J~ 7f ADDRESS: ?O j S tV. 2' ;/ z,l7ii , CITY/STATE: ~kc/..4/~tf?k- R ZIP: 33B/Z-, TELEPHONE NO: 9 .:r Y - :.3 ~ /" P-.3" r FACSIMILE NO: q~- y- s;z.. / - r~ t:J1' QUOTE NO: V A-QT02-OO2 CITY OF MIAMI BEACH DATE: 01J04lO2 Z6 ROOF REPLACEMENT AND HV AC RENOVATION OF THE 555 1-" STREET BUILDING QUOTATION NO. V A-QT01-OO1 CHECK I.IST To ensure that your quotation is submitted in conformance with the Contract Documents, please veritY that the followin~ items have been completed and submitted as required. X Original and one copy of bid (including an submittal information) General Conditions Section 1.1 Special Conditions Section 2.31 X Execution of Quote General Conditions Section 1.2 EquivalentslEqual Product General Condition Section 1.10 Special Conditions Section 2.33 Insurance and Indemnification (including Insurance Checklist) X General Condition Section 1.34 Special Conditions Section 2.8 BidlPerformance Bond X General Condition Section 1.34 Special Conditions Section 2.12 X Warranty Special Conditions Section 2.16 Product/Catalog Information Special Conditions Section 2.17 X References Special Conditions Page 27 X Bidder Qualifications Special Conditions Section 2.21 Exceptions to Specifications Special Conditions Section 2.30 Contractor's Questionnaire X (page 28) QUOTE NO: V A-QT01-OO2 DATE: 01104102 CITY OF MIAMI BEACH 27 .' ROOF REPLACEMENT AND HV AC RENOVATION OF THE SSS 17TH STREET BUILDING QUOTATION NO. V A-QT02-OO2 CUSTOMER REFERENCE LISTING Contractor's shall furnish the names, addresses, and telephone numbers of a minimum offour (4):firms or government organizations for which the Contractor is currently furnishing or has furnished, similar services. 1) Company Name A/tnf/ arv ~~~/ Address 1/ t)~ Jf/W t:j'-5~ ~ M/~/~ Contact Person/Contract Amount/v/.j' /fJ~-z, P' 5tJ~ ()()tJ.- ." Telephone Number S t3,J - 1" .!JJ... "IJ 00 2) Company Name f;;?~(/ #t-,~8,/C..e..,,~ Address 1174() Std. ~~# sf ML-h??/' Contact Person/Contract Amount #It ~ ~& /. _r-, /Iff ~ p' Q' JI. - Telephone Number 7 tJ (j' - i' If' - /~ / J 3) Company Name ;::.; ~J /B(//~y 7),/,:$'cin Address is" i'~/ 5:u/ / 3/' ~.,V M/~/H/ r Contact Person/Contract Amount jR kT" ~ ~ - ~ ~,,7. 6~/J.- Telephone Number .3af- 2. $"9'- .2 3.3/ 4) Company Name C/J{ 6 / ~~~/ " IT Address S~ / E R~ Af.v~ . Contact Person/Contract Amount J ~ ::JIL/~~ df/(f 4' 6 ,I#. ,,4- Telephone Number :B a.r: ~d') ..- 2- b SO QUOTE NO: V A-QT02-002 CITY OF MIAMI BEACH DATE: 01104102 28 . . CONTRACTOR'S OUESTIONN~ NOTE: Information supplied in response to this questionnaire is subject to verification. Inaccurate or incomplete answers may be grounds for disqualification from award of this bid. Submitted to The Mayor an~ Commissio!,~fthe City of Miami Beach, Florida: By /~ e/ n?A1A!.. iPD 8 ~ n I~' (..oF , Principal Office ~cJ S cJ J / 7R.A. rr ~e/ ~cf!,~ FJ 3,iJE/ z" How many years has your organization been in business as a General Contractor under your present business name? I ~ 0~/.. / Does your organization have current occupational licenses entitling it to do the work contemplated in this Contract? v.. " L / State of Florida occupational license - state type and number: C <:..- c....- &) f ~.3 OJ Dade County certificate of competency - state type and number: ~~ ~ ~ ~~ ~ City of Miami Beach occupational license - state type and number: ~ 7f ./" t: ~ HC<"'- Include copies of above licenses and certificates with proposal. How many years experience in similar work has your organization had? (A) As a General Contractor :2. 9 v:, ~I:t (B) As a Sub-Contractor / (C) What contracts has your organization completed? <;/~ d Have you ever had a contract terminated (as prime contractor or sub-contractor, under existing company name or another company name) due to failure to comply with contractual specifications? IV t) If so, where and why? Has any officer or partner of your organization ever failed to complete a construction contract handled in his own name? ,NtJ QUOTE NO: V A-QT01-OO2 DATE: 01/04/02 CITY OF MIAMI BEACH 29 .~ . " If so, state name of individual, name of owner, and reason thereof - In what other lines of business are you financially interested or engaged? AI tJ Give references as to experience, ability, and financial standing - What equipment do you own that is available for the proposed work and where located? ,AI; tf4//,I>W1.{'I1-1 n~ee$~#7 ~ UJn1~/~k 7J,~ 'P,-y-tc,j What Bank or Banks have you arranged to do business ~tJt during the course of the Contract should it be awarded to you? j::; IPJT d)l1l 'tJJ1 N # / fi4A 7 /3 ~ /c.. . Please list the names and addresses of the subcontractors to be used for the portions of the work listed below. C 0/ cI. ;z:e ,p}17 41)2 C n-1d." 11)/ / ~ 1 71 tJ -tV tr: <;I Z ~-7 (/ &.4kll'h1t! Br~.r/. 3.3.3.3 y , I H ~ CERTIJIY that the above answers are true and correct. f3;~ (SEAL) - '- -: (SEAL) QUOTE NO: V A-QT02-OO2 DATE: 01/04102 CITY OF MIAMI BEACH 30 AGREEMENT THIS AGREEMENT made this 2 ~ day of \J2zdV4~ 20~ A.D. between the CITY OF MIAMI BEACH, a Florida municipal corpor IOn, hereinafter called the City, which tenn shall include its successors and assigns, party of the one part, and . LAvuA1!. /2()Op/N" ~l/Jd71l ~ "';-AlC . , goo S. W. ~ I 1A.~CI R ~v~~ I;t. 9tS :!J/~ · r hereinafter called the Contractor, which tenn shall include its heirs, successors and assigns, party of the other part. WITNESSETH that the said Contractor for the consideration and compensation herein agreed to be paid and the said City in consideration of the construction of improvements to be done by said Contractor and designated" ROOF REPLACEMENT OF THE 5551,ffi STREET BUILDING" by said City, do hereby mutually agree as follows: 1. This Agreement shall extend to and be obligatory upon said City, its successors and assigns, and upon said Contractor and its heirs, successors and assigns. Neither this Agreement nor any part thereof nor any part of the Work herein contemplated, shall be assigned or sublet, nor shall any sums of money provided to be paid to said Contractor be assigned by said Contractor to anyone without the consent of the City Commission of said City evidenced by its resolution. 2. The foregoing pages of this booklet, including the Notice to Contractors, the Proposal, and the Contract Documents and such alterations as may be made in said Plans and Specifications as therein provided for, are hereby referred to and made a part of this Agreement and the tenns and conditions set forth therein, except when in direct conflict with this written Contract, are as much a part hereof as if copied herein. If conflicts exist between them and this written instrument, only that part of the matter in direct conflict herewith shall not be construed to be a part hereof. 3. The Contractor shall commence work within seven (7) days of the Notice to Proceed and shall construct and complete in a good and workmanlike manner the materials herein referred to, strictly in accord herewith the following: 3.1 The Contractor shall be Substantially Completed with the Work within ninety (90 calendar days after the date when the Contract Time commences to run as provided in paragraph 2.3 of the General Conditions, and completed and ready for final payment in accordance with paragraph 14.13 of the General Conditions within on~ hundred-twenty (120) calendar days after the date when the Contract Time commences to run. QUOTE NO: V A-QT02-00% DATI.: 01/0410% CITY OF MIAMI BEACH 31 3.2 Damages - City and Contractor recognize that the City will suffer direct financial loss if Work is not completed within the Contract times specified in paragraph 3.1 above (or alternate bid item No. I, if awarded by City) plus any extensions thereof allowed in accordance with Article 12 of the General Conditions. They also recognize the delays, expense and difficulties involved in proving in a legal or arbitration proceeding the actual loss suffered by Owner if the Work is not completed on time, and therefore time is of the essence. Accordingly, instead of requiring any such proof Contractor agrees to forfeit and pay Owner as liquidated damages for delay (but not as a penalty) the amount of Two Hundred DoUars (5200.00) for each calendar day that expires after the Contract Time specified in paragraph 3.1 for Substantial Completion until the Work is substantially complete. After Substantial Completion if Contractor shall neglect, refuse, or fail to complete the remaining Work within the Contract Time, Contractor shall pay Owner Two Hundred Dollars (5200.00) for each calendar day that expires after the time specified in Paragraph 3.1 for completion and readiness for final payment. These amounts represent a reasonable estimate of OwnerOs expenses for extended delays and for inspection, engineering services and administrative costs associated with such delay. 4. In such construction said Contractor shall furnish all implements, machinery, equipment, transportation, tools, materials, supplies labor, and other things necessary to the execution and completion of the Work, nothing being required of the City except that it may, at its expense, supervise such construction and enter upon and inspect the same at all reasonable times. 5. If any dispute arises between the City and said Contractor with reference to the meaning or requirements of any part of this Contract and they cannot agree, the more stringent requirements shall govern as determined by the City. 6. If the Contractor shall complete the construction herein contemplated in a good and workmanIike manner within the time herein specified and in accord herewith, the said City shall pay to the Contractor the contract sum in accordance with the Conditions of the Contract. The City, by allowing Contractor to continue with said construction after the time for its completion hereinbefore stated shall not deprive City of the right to exercise any option in this Agreement contained nor shall it operate to alter any other tenn of this Agreement. 7. The Contractor shall file with the Procurement Director of said City of Miami Beach a Performance and Labor and Material Payment Bond, each in the amount of 100 percent of Contract Amount, in the form as set forth herein or as otherwise approved by the City of Miami Beach City Attorney and shall be executed by said Contractor and Surety Agent authorized to do business in the State of Florida. QUOTE NO: V A-QT02-002 DATE: 01/04102 CITY OF MIAMI BEACH 32 8. The Contractor shall file Insurance Certificates, as required, and they must be signed by a Registered Insurance Agent licensed in the State of Florida and approved by the City of Miami Beach Risk Manager. 9. All documents shall be executed satisfactorily to said City and until Bonds and Insurance Certificates have been filed and approved, this Contract Agreement shall not be effective. 10. Owner shall pay Contractor for performance of the Work in accordance with the Contract Documents in current funds at the lump sum or unit prices presented in the Bid Proposal, attached to this Agreement The parties expressly agree that the Contract Price is a stipulated sum except with regard to the items in the Bid which are subject to unit prices. Contract Price: $ ZZ2 ,83(). 00 11. The Contract Documents which comprise the entire Agreement between City and Contractor are attached to this Agreement and made a part hereof The Contract Documents may only be amended. modified or supplemented as provided in the General Conditions. IN WITNESS WHEREOF the said City has caused this Agreement to be signed by the Mayor of the City of Miami Beach, Florida and its corporate seal to be affixed, attested by the City Clerk of the City of Miami Beach and the said Contractor has caused this Agreement to be signed it its name. ,( "'"' m 4& 7S?v..I'''J ~SEAL) CODtrador 4~ (A homed rporate Officer) __p,.~L..1 Tide A TrEST: ~(f~ City Oerk APP~If) AS TO FORM" LANGUAGE I. FOR EXECUTION QUOTE NO: V A.QT02-002 DATE: 01/04/02 CITY OF MIAMI BEACH 33 .. 1. ~ -I PUBLIC WORKS BOND THIS IS THE FRONT PAGE OF THIS PERFORMANCE AND PAYMENT BOND ISSUED IN COMPLIANCE WITH CHAPTER s255.05 FLORlOA STATUTES. BOND NO. CONTRACTOR NAME: CONTRACTOR ADDRESS: CONTRACTOR PHONE NO. SURETY COMPANY: OWNER NAME: OWNER ADDRESS: OWNER PHONE NO. OBLIGEE NAME: (Ifcontractingcntity is diffcrcnt from the owner, thc contracting public cntity) OBLIGEE ADDRESS: OBLIGEE PHONE NO. BOND AMOUNT: CONTRACT NO. (If Applicable) DESCRIPTION OF WORK: PROJECT LOCATION: LEGAL DESCRIPTION 1039580 Lal.lnar Roofing South. Inc. P. O. Box 1006 Ft. Lauderdale, FL ( 800) 921-9319 XL Specialty Insurance Company 210 University Drive. #209 Coral Springs, FL 33071 Ciab of Miami Beach 17 Convention Center Drive Miami Beach, FL ( ( ) $222,330.00 VA-q:ro2-002 Roof Replacement of the 555 17th Street Bldg. FRONT PAGE (ALL OTHER BOND PAGES ARE DEEMED SUBSEQUENT TO THlS PAGE REGARDLESS OF ANY PAGE NUMBERS THAT MAY BE PRE-PRINTED THEREON) z, o l!l ,..tJ ..J N 1.11 101I.oo WQ" r:."f'f';f J'J:~ t11l (i .- "'$ :.~.~'~ if"). It:'n ;'1,' ::J ~:: ..",,~ ll' 2~:: ~i; L~J 0 t't: (J (3,~ ..J o. .r..f' ',. ~, ~.. 4.t::.. "'") -'- .~~ ~ 'r:...r , . . 1 ," PERFORMANCE BOND (This bond meets and exceeds the requirements of Florida Statutes Section 255.05) BOND #1039580 STATE OF FLORIDA) ss COUNTY OF ) KNOW ALL MEN BY THESE PRESENTS that we, Launar Roofing South, Inc. as Principal, hereinafter called Contractor, and Xl.. Specialty Insurance CDrIq)B.ny as Surety, are :firmly bound unt~ Beach, Florida, as Obligee, hereinafter called the City, in the Penal sum of ~ Dollars ($ 122.330.00 ), for the payment of which sum well and truly to be made, we bind ourselves, our heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents. WHEREAS, Contractor, on the 28th day of January , 20~ entered into a certain contract with the City, hereto attached, for V A-QT02-002, Entitled, "ROOF REPLACEMENT OF THE 555 17TI1 STREET BUILDING" which Contract is made a part hereofby reference thereto. NOW, THEREFORE, THE CONDmON OF THIS OSUGATION IS SUCH, that, if the Contractor shall well and truly perform and fulfill all the undertakings, covenants, terms, conditions and agreements of said Contract, and all duly authorized modifications of said Contract that may hereafter be made, notice of which modifications to the Surety being hereby waived, then this obligation shall be void; otherwise to remain in full force and effect. WHENEVER the Principal shall be and is declared by the City to be in default under the Contract, or whenever the Contract has been terminated by default of the Contractor, the City having performed the City's obligations thereunder, the Surety shall: 1. Complete the Contract in accordance with its terms and conditions, or at the City's sole option. 2. Obtain a Bid or Bids for submission to the City for completing the C:;~ in accordance with its terms and conditions, and upon determination by the CIty 1 t_~: Surety of the lowest responsible Bidder, arrange for a Contract between such Bidder and the City, and make available 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 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 the City to the Contractor under the Contract and any amendments thereto, less the amount properly paid by the City to the Contractor. QUOTE NO: V A-QT02-001 DATE: 01104101 CITY OF MIAMI BEACH 34 ::~QUlRIES, l~fORMATIOt. OR ASSISTAt~CE (365) 552 - 5414 , . f , , No right of action shall accrue on this Bond to or for the use of any person or corporation other than the City named herein or the successors or assignees thereof. The Surety shall and does hereby agree to indemnify the City and hold it bann1ess of: from and against any and all liability, loss, cost, damage or expense, including reasonable attorneys fees, engineering and architectural fees or other professional services which the City may incur or which may accrue or be imposed upon it by reason of any negligence, default, act and/or omission on the part of the Contractor, any Subcontractor and Contractor's or Subcontractors agents, servants and/or employees, in, about or on account of the Construction of the work and performance of said Contract by the Contractor. This Bond shall remain in full force and effect for such period or periods of time after the date of acceptance of the project by the City as are provided for in the Contract Documents, and the Contractor hereby guarantees to repair or replace for the said periods all work performed and materials and equipment furnished, which were not performed or furnished according to the terms of the Contract Documents. If no specific periods of warranty are stated in the Contract Documents for any particular item of work, material or equipment, the Contractor hereby guarantees the same for a minimum period of one (1) year from the date of final acceptance by the City of the entire project. Any suit on this bond must be instituted within such period or periods as may be provided by law. **SEE RIDER ATIACHED QUOTE NO: V A-QT02-002 DATE: 01/04102 CrrY OF MIAMI BEACH 3S - . .. IN WITNESS WHEREOF, the above bounded parties have caused this Bond to be executed by their appropriate officials of the 11th day of February .20 02 . WITNESS: PRINCIPAL: (If sole Proprietor or partnership) (Finn Name) BY Title: (Sole Proprietor or Partner) PRINCIPAL (If Corporation) launar Roofing South, Inc. (corpo~ame) BY 0/ (pr ent)' e Baez A_:~ (Secretary) ,,- ~ '~- -, ,.- - . - "-.- ~ " -; ',:.,,~ ~ (CORPORATE SEAL) COUNTERSIGNED BY RESIDENT FLORIDA AGENT 0 TY: Burto SURETY: XL Specialty Insurance Company ( opy of Agent's current icense as issued by State of Florida Insurance By: Commissioner (power of Attorney must be attached) QUOTE NO: V A-QT02-002 DATE: 01104/02 CITY OF MIAMI BEACH 36 . ~ CERTIFICATES AS TO CORPORATE PRINCIPAL 1, /).nlJ (i~ , certify that I am the Secretary of the Corporation named as Principal in the foregoing bond; that ;JDSL 8<) ~ ~ who signed the said bond on behalf of the Principal, was then rrc s,d-e-...-I- of said Corporation; that I know his signature, and his signature hereto 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. ;:};J -I . . "- ~ Corporate - --- Secretary Seal - --.........: "'-- STATE OF FWRlDA) ss COUNTY OF ) Before me, a Notary Public, duly commissioned, qualified and acting, personally appeared Burton Harris to me well known, who being by me first duly sworn upon oath, says that he is the Attorney-in-Fact, for the XL Specialty Insurance Co. and that he has been authorized by XL Specialty Insurance Co. to execute the foregoing bond on behalf of the Contractor named therein in favor of the City of Miami Beach, Florida. Subscribed and sworn before me this 11th day of February . 20~ AD. (Attach Power of Attorney) ~~ /~r ..<S~ Notary Public State ofFlorida-at-Large My Commission Expires: IAAIMA K. BATES No.., Public. State of FlorIda Mv ... .. Aug. 29,2005 Conn.. No.. DO 04mO QUOTE NO: V A-QT02-e02 DATE: 01104/02 CITY OF MIAMI.EACH 37 ~ o. . LABOR AND MATERIAL PAYMENT BOND (SECTION 255.05, FLA. STAT.) BY THIS BOND, We, Launar Roofini; South, Inc. . as Principal, and as corporation, as Surety, are bound to the City of Miami Beach, Florida, as obligee, herein called City, in the sum of$ 222,330.00 for the payment of which we bind ourselves, our heirs, personal representatives, successors and assigns, jointly and severally. THE CONDmON OF THIS BOND is that if Principal: Promptly makes payments to all claimants, as defined in Section 255.05 (I), Fla. Stat., supplying Principal with labor, materials, or supplies, used directly or indirectly by Principal in the prosecution of the work provided for in the contract; and Pays City all losses, damages, expenses, costs, and attorney's fees, including appellate proceedin~ that the City sustains in enforcement of this bond. Performs the guarantee of all labor and materials furnished under the contract for the time specified in the contract, then this bond is void, otherwise it remains in full force. Any changes in or under the contract documents and compliance or noncompliance with any formalities connected with the contract or the changes does not affect Surety's obligation under this bond. The provisions of Section 255.05, Fla. Stat., are specifically adopted by reference and made a part hereof for the purposes specified therein. The contract dated 2/28/02 by reference. between the City and Principal is made a part of this Bond Claimants are advised that Section 255.05, Fla. Stat., contains notice and time limitation provisions which must be strictly complied with. *kSEE RIDER ATTACHED QUOTE NO: V A-QT02-002 DATE: 01104102 CITY OF MIAMI BEACH 38 . ~ ~ ~ IN WITNESS WHEREOF, the above bounded parties have caused this Bond to be executed by their appropriate officials of the 11 th day of February 20 02 WITNESS: PRINCIPAL: (If sole Proprietor or partnership) (Firm Name) BY Tide: (Sole Proprietor or Partner) PRINCIPAL (If Corporation) BY (P Sl 'ent) A_:~ (Secretary) Inc. President ~ :: ....:::;" ~- --- - . --... ------ - (CORPORATE SEAL) COUNTERSIGNED BY RESIDEN RIDA ~ .883 SURETY: XL Specia ty Insurance Company (C py of Agent's current cense as issued by State of Florida Insurance Commissioner By: Attorney-in-fact Burton Harris (power of Attorney must be attached) QUOTE NO: V A-QT02..oo2 DATE: 01104/02 CITY OF MIAMI BEACH 39 ~ . " " . ... CERTIFICATES AS TO CORPORATE PRINCIPAL I, pGthl'f"l a~ , certify that I am the Secretary of the Corporation named as Principal in the foregoing bond; that ~ B~ c.."l: who signed the said bond on behalf of the Principal, was then 1> I'"C S' ld~ .f- of said Corporation; that I know his signature, and his signature hereto is genuine; and that said bond was duly signed, sealed, and attested for and in behalfofsaid Corporation by authority of its governing body. ~ Secretary Corporate Seal -~----- :::.. ' --::':.' - -:=-:.:. - ----------- .- .:-- . ............- --- - STATE OF FLORIDA) 58 COUNTY OF ) Before me, a Notary Public, duly commissioned, qualified and acting, personally appeared Burton Harris to me wen known, who being by me first duly sworn upon oath, says that he is the Attorney in Fact, for the XL Specialty Insurance Co. and that he has been authorized by XL Specialty Insurance Co. to execute the foregoing bond on behalf of the Contractor named therein in favor of the City of Miami Beach, Florida. Subscnbed and sworn before me this 11th day of February, 20 A.D. (Attach Power of Attorney) 6~ Ii. /3~ I Notary Public State ofFlorida-at-Large My commission Expires BARBARA K. BATES Notary Public, State of Florida My comm. expo Aug. 29, 2005 Comm. No. 00 04mO QUOTE NO: V A-QT02-002 DATE: 01104102 CITY OF MIAMI BEACH 40 ~ ,. ..-. , lit " .. ". RIDER - EXHIBIT 'B' To be attached to and form part of Performance and Payment Bond No. 1039580 dated the 11th day of February, 2002, issued by the XL Specialty Insurance Company, as Surety on behalf of Laumar Roofing South, Inc. , as Principal in the penal sum of Two Hundred Twenty Two Thousand Three Hundred Thirty Dollars & 00/1 00 Dollars ($222,330.00), and in favor of City of Miami Beach, Florida, as Obligee In consideration of the premium charged for the attached bond, it is hereby agreed that the attached bond be amended as follows: This bond is executed and accepted upon the expressed condition precedent that the surety shall not be liable for any provisions ofthe subcontract, general contract or specifications respecting guarantees for maintenance or repairs except for defects in workmanship and materials occurring with two years of completion of the subcontract nor is the surety obligated to furnish any other bond covering such provisions of the subcontract, general contract, or specifications. Provided, however, that the attached bond shall be subject to all its agreements, limitations and conditions except as herein expressly modified, and further that the liability of the Surety under the attached bond and the attached bond as amended by this rider shall not be cumulative. This rider shall become effective as ofthe 11th day of February, 2002 Signed, sealed and dated this 11th day of February, 2002 ce Company (SEAL) B ~ .... , . ..' .. ' FLORIDA DEPARTMENT OF INSURANCE BURTON VICTOR HARRIS license NIJR1bet,A111883 IS LICENSED TO nWlIiiCt,]HE FOl.LOWING~RNlCE General lines (Prop & Casl Ins Co EmpAdj - Prop & Cas - """'-- -4l'> -' ~ ~,- This licensee must "- an acINe appoinlmenl with the insuIw or employer lor which pmduels or _ are being marl<eIIKI. See _lor adcIiIional requirements. '" 01' .,1 THE CITY OF MIAMI BEACH PROPERTY MANAGEMENT 1245 MICHIGAN AVENUE MIAMI BEACH, FWRIDA 33139 - Phone: (305) 673-7630 Fax: (305) 673-7963 I QUOTATION NO: V~2 NOTICE TO CO~crORS I Quotation will be received by the City of Miami BJch Property Management Construction Manager. 1245 Michigan Avenue, Miami Beach FI, 33139, until 5:00 p.m. on the 18th day of January, 2002 for: I HV AC RENOVATION OF Jnm 555 BUILDING I I Scope of Work: This Project consist of removal and installation of all existing units on the roof of the 555 Building located at 555 ITh Street, Miami Beach Fl, 33139 The work will include the removal of two existing Units on the roof and all existing support steel frames. Furnish and install two new air conditioning units, support steel frames, duct work canvas connectors, electrical. plumbing, controls, engineering drawings and permits necessary to successfully complete the work. This work will require a Warranty! Guarantee for a minimum of one (1) year. The Contractor awarded this project must be ~ble to puU any/aU required permits no later than January 31st, 2002. A Pre-Bid Conference! Visit has been schedule fur 2:00 p.m. on January 7, 2002 at 555 Building located at 555 17th Street, Miami Beach Fl, 33139 Attendance at this Pre- Bid ConferenceJ Visit is highly encouraged and recommended as a valuable source of information, however it is not mandatory. The City of Miami Beach reserves the right to acQept any bid deemed to be in the best interest of the City of Miami Beach, or waive any infoIlllJdity in any bid. The City of Miami Beach may reject any and all bids. Quotations will be received until 5:00 ll.m. 'on t~e Janua" 18.. 2002. at the following address: Citv of Miami Beacb ProBertv' ManaRement Division.. 1245 Michian Avenue.. Miami Beach. Fl33139 Any response received after 5:00 p.m. on January 18,2002, may be returned to the bidder unopened. The responsibility for submitting bids before the stated time and date is solely strictly the responsibility of the proposer. The City is not responsible for delays caused by mail, courier service, including U.S. Mail, or any other occurrence. The successful bidder will be required to furnish Performance and Payment Bonds each in the amount of one hundred (100%) percent of the Contract amount. Any question or clarifications concerning this Quotation ~hall be submitted in writing by facsimile to the Property Management Division, FAX: (305)673-4168. The Quotation title! number shall be referenced on all correspondence. All questions must be received no later than seven (4) calendar days (January 14, 2002 at 5:00 P.M.) prior to the schedule bid opening date. All responses to questions! clarifications will be sent to all prospective bidders in the form of an addendum. ~ .e~ G-<- Brad A. Judd, RP A, FMA, CGC Director, Property Management Division 555 17th STREET BUILDING HV AC RENOVATIONS SPECIFICATIONS Scope of work Contractor shall remove two existing air conditioning units on the roof. All existing support steel frames shall be removed. Contractor shall furnish and install two new air conditioning units, support frames, duct work canvas connectors, controls, electrical, plumbing, duct smoke detectors, engineering drawings and permits necessary to successfully complete the work. I.Genenl 1.1. 1.2. 1.3. The contractor shall replace two existing condensing units and their corresponding air handling units located on the roof. Contractor shall furnish the new air conditioning units, controls, equipment, crane, labor, material, electrical and plumbing work, engineering drawings and permits to successfully. complete the work. All work shall be completed in accordance with Building code and all other applicable codes, and in a manner consistent with industry standards. Any waiver of permit fees shall be solely determined by the Building Department. Contractor shall verify that new units comply with outside air requirements as outlined by ASHRAE and any other guidelines applicable to the work being performed. The City shall not supply lU.iY curr~it engineering drawings or heat load calculations. Contractor shall furnish at the time of bid submmital a list of the proposed equipment and their corresponding specifications. Contractor shall submit proposal in a line item format as follows: Item Cost HV AC equipment Labor Crane Duct work Electrical Miscellaneous TOTAL 2. Equipment list 2.1 The following is a list of the equipment to be replaced: 2.1.1. Unit type Make Model number Condensing unit Carrier 38AD024520 Condensing unit Carrier 38AD024520 Air handling unit Governair HC-2-11 Air handling unit Governair HC-2-11 V oItagelPhase 208-230/3 208-230/3 208-230/3 208-230/3 3. Demolition 3.1. All equipment, steel supports, duct work, and any other debris resulting from the replacement of these air conditioning equipment shall be removed for disposal by the Contractor. The City shall reserve the right to salvage any component deemed useful. 4. New HV AC equipment 4.1. The new equipment shall be Trane or Carrier, and shall be of equal cooling capacity, voltage, and general characteristics as existing equipment. 5. Controls . 5.1. 6. EI<<tric.al 6.1. 7. Plumbinl 7.1. 4.1.1. New units shall have two refrigerant circuits with two compressors. 4.1.2. Air handling units shall be furnished with filter section and flexible canvas duct connectors. 4.1.3. Air handling units shall be furnished with fire dampers and duct smoke and fire detectors as required by the Building code. 4.1.4. All units shall be mounted on aluminum support frames. 4.1.5. All units shall have vibration eliminators (springs). 4.1.6. Condensing units shall be relocated to a more desirable and practical location on the roof that would allow for easy service access. 4.1.7. Units shall be supplied with two stage heating. Units shall be supplied with two stage cooling, two stage heating, electronic programmable thermostats, located in the occupied areas. Contractor shall be responsible for the electrical work necessary to complete the job. Contractor shall install and secure all drain lines on air handling units. 8. Equipment 8.1 Contractor shall supply all cranes, lifts, hoists, and all other equipment necessary to lift, remove, install and discard of all debris, install new units, and sucessfully complete the work. " _....- ... . THE CITY OF MIAMI BEACH PROPERTY MANAGEMENT 1245 MICmGAN AVENUE MIAMI BEACH, FLORIDA 33139 Phone: (305) 673-7630 Fax:' (305) 673-7963 - QUOTATION NO: VA-QT02-OO2 NOTICE TO CONTRACI'ORS Quotation will be received by the City of Miami Beach Property Management Construction Manager, 1245 Michigan Avenue, Miami Beach Fl, 33139, until 5:00 p.m. on the 18th day of January, 2002 for: ROOF REPLACEMENT OF THE 555 BUILDING Scope of Work: This Project consists of the removal of existing roof and installation ofa complete new roof to the 555 Building located at 555 1"J'B Street, Miami Beach, Fl33139. The specified roof and related components will consist approximately 14,097 sq. ft., which will require a Warranty/Guarantee for a period of no less than twenty (20) years. The work will include removing and replacing the existing roof and insulation, removal of Owner designated equipment and equipment supports, localized deck reattachment/repairl replacement, temporary roofing, removal of existing flashings, tapered cellular concrete system, mechanically fastened base sheet, rework existing drains, hot applied 4 ply built-up roofing system, gravel surfaced, new drains, specified flashings and accessories. The Contractor awarded this project must be able to puD any/all required permits no later tban January 31st, 2002 A Pre-Bid Conference! Visit has been schedule for 2:00 p.m. on January 7, 2002 at 555 Building located at 555 17th Street, Miami Beach Fl, 33139 Attendance at this Pre- Bid Conference! Visit is highly encouraged and recommended as a valuable source of information, however it is not mandatory. The City of Miami Beach reserves the right to accept any bid deemed to be in the best interest of the City of Miami Beach, or waive any informality in any bid. The City of Miami Beach may reject any and all bids. Quotations will be received until 5:00 D.m. on the Janua" 18. 2002. at the following address: City of Miami Beach ProDertv Mana2ement Division. 1245 Michi2an Avenue. Miami Beach. Fl33139 Any response received after 5 :00 p.m. on January 18, 2002, may be returned to the bidder unopened. The responsibility for submitting bids before the stated time and date is solely strictly the responsibility of the proposer. The City is not responsible for delays caused by mail, courier service, including U.S. Mail, or any other occurrence. The successful bidder will be required to furnish Performance and Payment Bonds each in the amount of one hundred (100%) percent of the Contract amount. Any question or clarifications concerning this Quotation shall be submitted in writing by facsimile to the Property Management Division, FAX: (305)673-4168. The Quotation title! number shall be referenced on all correspondence. All questions must be received no later than seven (4) calendar days (January 14,2002 at 5:00 P.M.) prior to the schedule bid opening date. All responses to questions! clarifications will be sent to all prospective bidders in the form of an addendum. 2: ~-?Q<- Brad . ~Udd, RP A. FMA, CGC Director, Property Management Division , . SPECIFICATIONS FOR: RE-ROOFINGPROJECT OF THE 555 BUILDING 20- YEAR WARRANTY BUILD UP ROOFING SYSTEM City of Miami Beach 555 17TH STREET Miami Beach, FL 33139 Specifications by: City of Miami Beach Property Management Division 1245 Michigan Avenue Miami Beach, FL 33139 Phone (305) 673-7630 Fu (305) 673-7963 PART I - GENERAL 1.01 RELATED DOCUMENTS A. The attached are components of this section: 1. General Conditions. 2. Statement of Roofing Material Manufacturers Qualifications. 3; Pre-final inspection checklist for Contractor. 1.02 SCOPE OF WORK A. Furnish and install specified roofing and related components to City Of Mimi Beach totaling approximately 14,097 sq. ft. B. Work includes: 1. Removal and replacement of designated roofing. 2. Removal and replacement of designated roofing and insulation. 3. Removal of Owner designated equipment and equipment supports. 4. Removal of existing flashings. 5. Localized deck reattachment/repair/replacement. 6. Installation of the following: a. Tapered cellular concrete system. (1) Slope of 2% (1/4 inch per running foot) minimum. b. Mechanically fastened base sheet. c. Rework existing drains. d. Hot applied 4 ply built-up roofing system. e. Gravel surfaced. f. New drains. g. Specified flashings and accessories. C. Roofing material manufacturer shall furnish service agreement and warranty as specified in the warranty section. D. Project meetings: 1. Pre-Bid Conference: a. Will be held at place and time determined by the City. b. Attendance: (1 ) Contractor (2) Owner. c. Agenda: (1) Distribution of contract documents. 1 . ' (2) Review of specification. (3) Walkover inspection. 2. Pre-construction conference: a. Will be scheduled by Owner within fifteen (15) days after notice of award. b. Attendance: (1 ) Roofing material supplier/specifier (2) Contractor (3) Procurement Director or his designee c. Agenda: (1 ) Submittal of executed bonds. (2) Submittal of Insulation Layout if required by Building Department. (3) Payment terms. (4) Execution of City-Contractor Agreement. (5) Submittal of list of subcontractors, material submittal, and progress schedule. (6) Designation of responsible personnel. (7) Walkover inspection. (8) Manufacturer shall review Customer Satisfaction Survey fonn with Owner and Contractor to assure all parties are aware of the project objective; Ensure project is completed to Owner's satisfaction through a cooperative effort. 3. Progress meetings: a. Will be scheduled by the City as required. b. Attendance: (1) Roofing material manufacturer/specifier/ contractor. (2) Job superintendent. . (3) Subcontractors, as appropriate. (4) City representative. c. Minimum agenda: (1) Review of work progress. (2) Field observations, problems, and decisions. (3) Identification of problems which impede planned progress. (4) Maintenance of progress schedule. (5) Corrective measures to regain projected schedules. (6) Planned progress during succeeding work period. (7) Coordination of projected progress. (8) Maintenance of quality and work standards. (9) Effect of proposed changes on progress schedule and coordination. (10) Other business relating to work. 4. Final inspection: a. Will be scheduled by roofing material manufacturer upon job completion. b. Attendance: 2 (1) Contractor. (2) Roofing material manufacturer/specifier. (3) Roofing material manufacture/technical service representative. (4) Property Management Director. c. Minimum agenda: (1) Walkover inspection. (2) Identification of problems which may impede issuance of warranty. B. Random sampling: 1. Roofing material: a. During course of work, Owner's Representative may secure samples according to ASTM D 140-98 of materials being used from containers at job site and submit them to an independent laboratory for comparison to specified material. b. Should test results prove that a material is not functionally equal to specified material: (1 ) Contractor shall pay for all testing. (2) Roofing installed and found not to comply with the specifications shall be removed and replaced at no change in the contract price. 2. Test reports - cellular concrete: a. Prepare two (2) test cylinders from each day's placement according to ASTM C 138-92(2000). Tap cylinders lightly when filling instead of redding. b. Test cylinders according to ASTM C 495-99a, modified. c. Record dates and times of preparation. d. Store cylinders at place of business for submission to Owner upon request. e. Test hopper densities during placement hourly. Test densities at point of placement at least twice daily. f. Record hopper and placement densities. Submit density log to roofing material supplier upon job completion. C. Regulatory requirements: 1. SOUTH FLORIDA Building Code. 2. Metro Dade Approved Roof System. 3. UL Classified Fire Rating - UL 790. a. Class A. 4. FM 4470. a. Class 1,1-90 Windstorm. 5. FM Approved Roof Perimeter System. D. Plans and specifications: 1. Contractor must notify Owner and specifier of any omissions, contradictions or conflicts seven (7) days ~fore bid date. Owner and specifier will provide 3 necessary corrections or additions to plans and specifications by addendum. If Contractor does not so notify Owner and specifier of any such COndition, it will be assumed that the Contractor has included the necessary items in the bid to complete this specification. 2. It is the intent that this be a completed project as far as the contrad documents set forth. It is not the intent that different phases of work on this project be delegated to various trades and subcontractors by the contract documents. Contractor must make own contracts with various subcontractors, setting forth the work these subcontractors will be held responsible for. Contractor alone will be held responsible by the owner for the completed project. 3. If the Contractor feels a conflict exists between what is considered good roofing practice and these specifications contractor shall state in writing all objections prior to submitting quotations. 4. It is the Contractor's responsibility during the course of the work, to bring to the attention of and notify the Owner's representative first verbally, then in writing, of any defective membrane, insulation or deck discovered where not previously identified. 1.04 REFERENCES A. ASTM - American Society for Testing and Materials, West Conshohocken, PA. B. FM - Factory Mutual System, Norwood, MA. C. NRCA - National Roofing Contractors Association, Chicago, It. D. SMACNA - Sheet Metal and Air Conditioning Contractors National Association, Chantilly, VA. E. UL - Underwriters Laboratories, Northbrook, IL. 1.05 SUBMITTALS A Submit prior to job-start: 1. Roofing System Manufacturer's Warranty: a. Copy of warranty to be issued upon successful completion of roofing project and final inspection. 2. UL Listing of Fire Resistance Rating: a. Copy ofUL Listing for the specified roof system from the current UL Roofing Materials and Systems Directory or from letters issued by UL to the manufacturer. 3. Product compatibility: 4 a. Written verification from roofing material manufacturer that major roofing components, including (but not limited to) coatings, cold process adhesives; roofing ply sheets; reinforcement fabric felts and mats; mastics; and sealants are all compatible with each other. 4. Test reports: a. Written verification from roofing material manufacturer that roofing system meets or exceeds regulatory agency/s requirements. 5. Red label products: a. Written verification from roofing material manufacturer that cold process coatings are not flammable (red label).' 6. Product data: a. Product data sheets. b. Material safety data sheets. c. Samples of coatings, adhesives, and roofing ply sheets. d. Shop drawings or samples of metal flashings, showing exact profile, lengths, joints, terminations, and methods of attachment. e. Shop drawing of tapered insulation or cellular concrete installation showing planned slope, maximum height, and average "R" value. 1.06 DELIVERY, STORAGE AND HANDLING A. Delivery of materials: 1. Deliver materials to job-site in new, dry, unopened, and well-marked containers showing product and manufacturer's name. 2. Deliver materials in sufficient quantity to allow continuity of work. 3. Coordinate delivery with Owner. B. Do not order project materials or start work before receiving Owner's written approval. C. Storage of materials: 1. Store roll goods on ends only. Discard rolls which have been flattened, creased, or otherwise damaged. Place materials on pallets. Store roll goods on level pallets. Do not stack pallets. 2. Store materials marked "KEEP FROM FREEZING" in areas where temperatures will remain above 400F (SOC). 3. For insulation, remove plastic packaging shrouds. For felt rolls, slit the top of the plastic shrink wrap only. Cover top and sides of all stored materials with tarpaulin (not polyethylene). Secure tarpaulin. 4. Do not store materials in open or in contact with ground or roof surface. 5. Store all materials on a raised platform covered with secured canvas tarpaulin (not polyethylene), top to bottom. Cover all materials when project is not in progress and maintain the ability at all times to cover the materials when required, such as during an unanticipated rain shower. 5 " 6. Contractor shall assume full responsibility for the protection and safekeeping of products stored on premises. D. Material handling: 1. Handle materials to avoid bending, tearing, or other damage during transportation and installation. 2. Material handling equipment shall be selected and operated so as not to damage existing construction or applied roofing. Do not operate or situate material handling equipment in locations that will hinder smooth flow of vehicular or pedestrian traffic. 1.07 SITE CONDITIONS A. Field measurements and material quantities: 1. Contractor shall have SOLE responsibility for accuracy of all measurements, estimates of material quantities and sizes, and site conditions that will affect work. B. Existing conditions: 1. Building space directly under roof area covered by this specification will be utilized by on-going operations. Do not interrupt Owner operations unless prior written approval is received from Owner. 2. Access to roof shall be from exterior only. 3. Move air-conditioning units and other equipment as required to install roofing materials complete and in accordance with plans and specifications. When units and equipment are to be moved, they shall be carefully disconnected and removed to a protected area so as not to damage any part or component thereof. Reconnect units in such a way that they are restored to a prior work operating condition. Take appropriate measures to prevent dust, vapors, gases or odors from entering the building during roof removal, replacement or repair. 4. All disconnection and re-connection shall be performed by a mechanical an/or electrical company licensed to perform such work. C. Asbestos: 1. Owner and Contractor agree to exonerate, indemnify, defend, and hold harmless roofing material manufacturer from and against all claims, demands, lawsuits, damages, expenses and losses incurred by Contractor's removal of asbestos-containing materials from Owner's building and work site. Contractor must conduct its operations according to applicable requirements inclUding but not limited to those established by: a. Occupation Safety and Health Administration (OSHA). b. Environmental Protection Agency (EPA). c. Department of Transportation (DOT). 6 d. State or Local Air Pollution Control Authorities/Agencies. e. State or Local Solid Waste or Hazardous Waste Authorities/Agencies. f. State or Local Health Department(s). g. State or Local Building Code Authorities. h. Other federal, state or local agencies or authorities. 2. Contractor or Owner shall perform appropriate inspections, surveys and file timely notifications to proper authorities prior to starting roof renovation or demolition activities. Inspectors, project planners,. project managers, contractors and workers involved in the roof project shall have appropriate training, licenses and registrations. . Contractor and Owner shall be responsible for determining and implementing regulatory compliance activities, including but not limited to work practices, engineering controls, personal protection, air monitoring, testing, hazard communication, material handling, record retention, and arranging for waste disposallhandling. 3. Contractor must file a Uniform Hazardous Waste Manifest from proper landfill site for each load of asbestos containing material removed. Copies must be sent to Owner and material manufacturerl specifier. Transportation of waste shall be in accordance with applicable Department of Transportation (DOT) requirements. D. Waste Disposal: 1. Do not re-use, re-cycle or dispose of material manufacturers product containers except in accordance with all applicable regulations. The user of manufactured products is responsible for proper use and disposal of product containers. E. Safety requirements: 1. All application, material handling, and associated equipment shall conform to and be operated in conformance with OSHA safety requirements. 2. Comply with federal, state, local and Owner fire and safety requirements. 3. Advise Owner whenever work is expected to be hazardous to Owner, employees, and/or operators. 4. Maintain a crewman as a floor area guard whenever roof decking is being repaired or replaced. 5. Maintain fire extinguisher within easy access whenever power tools, roofing kettles, fuels, solvents, torches, and open flames are being used. 6. Remove used mopping yams from the roof at the end of each day for fire prevention. Store or dispose of used mopping yams separately from combustible materials. F. Environmental requirements: 1. Do not work in rain, snow, or in presence of water. 2. Do not install materials marked "KEEP FROM FREEZING" when daily temperatures are scheduled to fall below 400F (50 C). 3. Do not perform masonry work below 400F (50C). 7 4. Remove any work exposed to freezing. 5. Advise Owner when volatile materials are to be used near air ventilation intakes so Owner can use some or all of the following methods to minimize disruptions to building occupants and operations: a. Divert air intake from work area by attaching scoops or temporary duct work. b. Temporarily shut down or block air intakes. c. Provide make-up air or intake air from sources away from work area. G. Security requirements: 1. Comply with Owner security requirements. 2. Provide Owner with current list of accredited persons. 3. Require identification be displayed by all persons employed on this project. 4. No access permitted in building by persons employed on this project. H. Temporary sanitary facilities: 1. Furnish, install, and maintain temporary sanitary facilities for employee use during project. Remove on project completion. 2. Place portable toilets in conformance with applicable laws, codes, and regulations. 1.08 SUBSTITUTIONS A. If bidding a substitute system, bid specified system then submit separate bid for alternate system. Substitute system must be identified during or before job walk to give all bidders equal opportunity. Bidders proposing substitutes shall submit following prior to bid date to Owner: 1. Written application with explanation of why it should be considered. 2. Accredited testing laboratory certificate comparing substitute's physical/performance attributes to those specified. 3. Smallest standard package of any adhesive, coating, mastic, sealant, or ply sheet. 1.09 PAYMENT SECURITY A. Any of the following: 1. Joint Check: Payments will be made by Joint Check to the contractor and material supplier. Owner receives automatic Waiver of Lien from material supplier upon receipt of canceled check. B. Progress payments: 1. Contractor shall establish with Owner, Owner's procedure for payment and 8 c retainages prior to commencement of work on this project. 2. Partial or progress payments shall not relieve Contractor of performance obligations under this contract, nor shall such payments be viewed as approval or acceptance of work performed. 3. Final payment shall be withheld until all provisions of the specifications are met. 1.10 UNIT PRICES A. Quote unit prices on: 1. Deck replacement - $Isq. ft. or sq. meter. 2. Deck repair - S/sq. ft. or sq. meter. 3. Additional drains (without service connection) - S/drain. 4. Additional drains (with service connection) - S/drain. 5. Lowering drains - $Idrain. 6. Drain flashing collar - $Icollar. 7. Drain replacement - S/drain. 8. Wood blocking replacement - SRinear ft. or meter. 9. Unit removal - $/unit, including deck installation to close opening. 1.11 WARRANTY/GUARANTEE A. Guarantee: 1. Upon project completion and Owner acceptance, effective upon complete payment, Contractor shall issue Owner a guarantee against defective workmanship and materials for a period of two (2) years. B. Warranty: 1. Upon project completion, Manufacturer acceptance, and once complete payment has been received by both Contractor and Manufacturer, Manufacturer shall deliver to Owner a Tenty (20) year manufacturer Roofing System Quality Assurance Warranty and Owner's Manual. Manufacturer will, during the second, fifth and tenth year of this warranty, inspect and provide a written Executive Summary. 2. Manufacture's Product Warranty for the new Roof System will remain in effect in the event that repair or modifications are required as long as such repair and modifications are completed utilizing a manufacture's authorized Roofing Contractor. C. Maintenance and Warranty Service Agreement, which includes a TWO (2)-YEAR CONTRACTOR'S AND TWENTY (20)-YEAR MANUFACTURER COVERAGE: 1. New Roof Component Coverage: A single manufacturer shall provide specified warranty. The manufacturer's warranty must include labor and 9 material coverage against leakage on all components including those manufactured by others. Included in the warranty coverage. are the following: a. Insulation materials, fasteners, and adhesives. b. All new and temporary roof membrane components and adhesives. c. All metal edge components including cleat strips. d. All tapered edge and cant strips. e. All surface mastics, coatings, stripping, plies, etc. f. All drain and scupper flashings. g. Any roof leaks or other problems caused by substrate movement of any component other than the deck shall not be excluded. h. Any movement associated with metal edge joints or flanges causing leaks. i. Damages caused by wind speed up to 74 miles per hour. j. Permanent tie-ins and/or control joints separating new and old roofing. 2. The contractor shall certify compliance with the above warranty requirements by submitting a copy of the guarantee as a submittal item upon request of the Owner. The manufacturer will advise the customer in writing how to maintain the warranty in the form of an Owner's manual. The customer shall have the option to renew this warranty at the end of fifteen (15) years per the renewal agreement. 3. Service responsibilities of the manufadurer to Owner: a. Bi-Annual Housekeeping to include the following: (1) Removal of debris from the roof membrane. (2) Removal of debris from the roof drains, gutters, and scuppers. (3) Disposal of debris in customer supplied waste containers. b. Storm Reports, Monitoring and Follow-Up: (1) Roof inspection at customer request of roof areas after major storm activity. c. Roof Inspection Report: (1 ) Will provide a roof report based upon regular inspections. d. Bi-Annual Preventive Maintenance to indude the following: (1) Metal Edge Flashing Components: (a) Tears, splits, and breaks in membrane flashings will be repaired with appropriate repair mastics and membranes. (b) Open, split flashing strip-ins will be repaired with appropriate repair mastics and membranes. (c) Loose metal edge deats and dips will be resecured. (d) Exposed fasteners will be sealed. (2) Parapet Wall and Counterflashing Systems: (a) Tears, splits, kick holes, and breaks in flashing membrane will be repaired with appropriate repair mastics and membranes. (b) Breaks, tears, and splits in flashing strip-ins with appropriate repair masties and membranes. 10 (c) Exposed fasteners will be sealed. (d) Voids in termination bars, counter-flashings and parapet cap will be cleaned and sealed. (3) Equipment I Projection Flashing Components: (a) Tears, splits, and breaks in flashing membrane will be repaired with appropriate repair mastics and membranes. (b) Open, split flashing strip-ins will be repaired with appropriate repair mastics and membranes. (c) Unsecured roof top equipment will be secured. (d) Exposed fasteners will be tightened. (e) Termination bar and count~rfIashings will be sealed. (4) Roof Membrane Maintenance and Repairs: (a) Tears, splits, and breaks in membrane flashings will be repaired with appropriate repair mastics and membranes. (b) Open, split flashing strip-ins will be repaired with appropriate repair mastics and membranes. (c) Splits and blisters which threaten the integrity of the roof system will be cleaned, primed, and repaired with appropriate repair mastics and membranes. (d) Pitch pans will be refilled and topped off. (e) Metal projections (hoods and clamps) will be sealed. (5) Miscellaneous Maintenance Repairs: (a) Dress up wind scoured comers with appropriate repair mastics and coatings. (b) Dress up reflective coatings on flashings. (c) Re-caulking as needed. 4. leak response responsibilities of the manufacturer to Owner: a. In the event that a leak should occur: (1) Provide toll free 800 number for Owner to call in leak report. Number will be monitored twenty-four (24) hours a day, 365 days a year. (2) Provide a response to Owner on all leak calls within twenty-four (24) hours of when the call is made. (3) Provide a repair crew, at the building site, within two (2) business days of the call. (4) Provide follow-up inspection to ensure that repairs were made property. (5) Monitor all leak events and response and provide a written quarterly summary if leaks have occurred. Deliver to Owner at the end of each quarter when leaks have occurred. 11 . PART II - PRODUCTS 2.01 GENERAL A. Comply with quality control, references, specifications, and manufacturer's data. Products containing asbestos are prohibited on this project. Use only asbestos-free products. B. Use products with personal protection. User must read container label and material safety data sheets prior to use. 2.02 ACCEPTABLE MANUFACTURER A. Tremco Inc., Cleveland, OH 954-217-0029 B. Approved Equal 2.03 ROOF DECKING A. Gypsum concrete repair materials: 1. Repairs for a gypsum concrete roof deck shall follow the minimum requirements set forth in ASTM C 956-81 (1986). 2. Gypsum formboard: Shall be made in accordance with specification ASTM C 318. 3. Steel reinforcement: Shall be made of zinc-coated (galvanized) welded or woven wire mesh having an effective aoss-sectional area of not less than 0.026 in2 per foot (55 mm2 per meter). 4. Gypsum concrete: Shall meet the requirements of specification C317, Class A. 2.04 WOOD BLOCKING & CURBS A. Wood blocking for perimeter: 1. None. B. Lumber: 1. American Lumber Standard Committee (ALSC) No. 2 grade Southern Pine; free from warping and visible decay; pressure-treated according to AWPA Standard C2 for lumber and timber with CCA, ACA, ACQ-B, ACQ-D, ACZA, or CC to a retention of 4.0 kg/m3 (0.25 pcf) for above ground use. C. Wood cant: 4" x 4" (100 mm x 100 'mm) cut on bias. 12 2.05 CELLULAR INSULATING CONCRETE A. Cellular concrete: 1. Foaming agent: ASTM C 796-97; supplied by manufacturer approved by roofing systems manufacturer. 2. Portland cement: ASTM C 150-98, Type I. 3. Water: Potable, clean, and free from deleterious amounts of acid, alkali, and organic materials. 4. Insulation: ASTM C 578-95, Type VIII, 2" x 4" (50 mm x 100 mm) expanded polystyrene, 1.25 lb. (0.57 kg) density, incorporating six (6) to eight (8) 2-1/4 inch (57 mm) diameter bond holes. 2.06 INSULATION A. None. 2.07 MECHANICAL FASTENERS A. Base sheet to lightweight concrete: 1. FM 90 Base Ply Fastener Assembly (fastener and disc plate) by ES Products, Inc., Bristol, Rl. 8. Wood to wood: 1. Galvanized, common, annular ring nail. 2. Length: Sufficient to penetrate underlay blocking 1-1/4 inches (32 mm). C. Aluminum sheet metal to wood blocking: 1. FS FF-N-1058(3) Type II, Style 20, roofing nails; 6061-t913 alloy wire, flat head, diamond point, round, barbed shank. 2. Length: Sufficient to penetrate wood blocking 1-1/4 inches (32 mm) minimum. D. Termination bar to masonry/concrete: 1. Lead masonry anchors. 2. Length: Sufficient to provide 1-114 inches (32 mm) embedment minimum. E. Drawband: 1. Gold Seal stainless steel worm gear clamp by Murray Corporation, Cockeysville, MD. 2. Power-Seal stainless steel worm drive clamps by Breeze Clamp Company, Saltsburg, PA. 13 , ' 2.08 ROOFING MATERIALS A. Barrier sheet secured to lightweight insulating concrete: 1. Foil/kraft laminate sheet. B. Base sheet secured over barrier sheet to lightweight insulating concrete: 1. ASTM 0 4897, Type II. a. Fiberglass reinforced, non-perforated. embossed, venting base sheet. C. Adhesives: 1. Interply adhesive: a. Premium III Asphalt by Tremco or equal 2. Surfacing adhesive: a. BURmastic by Tremco or equal O. Ply sheet: 1. POWERply Type VI by Tremco or equal a. Exceeds ASTM 0 2178, Type VI. E. Related materials: 1- Asphalt mastic: (1) ELS by Tremco or equal 2- Asphalt primer: (1) TremPrime aD by Tremco or equal 3- Flashing adhesive: (1) POL Yroof LV by Tremco or equal (2) Sheeting Bond, by Tremco or equal (a) Black. 4- Flashing sheet: (1) Reinforced Hypalon Elastomeric Sheeting by Tremco or equal 5- lap adhesive: (1) TremPly lap Adhesive by Tremco or equal 6- Membrane solvent: (1 ) Toluene solvent. (a) Pitch pan cement: (2) ASTM C 928-92a, rapid hardening non shrink grout. 7- Pitch pan mastic: (1) ElS by Tremco or equal 8- Sealants: (1) Drawband sealant: (a) TremSEAl GP by Tremco or equal 9- TremSEAL GP by Tremco or equal 10- Termination bar sealant TremSEAl GP by Tremco or equal 11- Stripping ply adhesive ELS by Tremco or equal 14 .. 12- Stripping ply Burmesh by Tremco or equal 9- 2.09 METAL FLASHINGS a. Termination bar: i. ASTM B 221-93 - aluminum bar: 1. 1/8 x 1 inch (3.2 x 25.4 mm). b. Edge flashing: i. Aluminum: ASTM B 209-96, alloy and temper - 3003-H14, mill finish. 1. Thickness: 0.040 inches 1.0 mm. ii. Fascia width: inch minimum. c. Counterflashing: 1. Thickness: 0.040 inches (1.0 mm). 2. Thickness: 0.080 inches (2.0 mm). d. Pitch pans with hood: 1. Thickness: 0.040 inches (1.0 mm). e. Drains: i. Roof drains shall be sized and discharged in accordance with local building and plumbing codes. it All drain components shall be cast iron. Including drain body, clamping ring, and strainer. iii. Acceptable manufacturers: 1. Donovan Manufacturing Co., North Reading. MA. 2. Josam Manufacturing Co., Michigan City, IN. 3. Smith Manufacturing Co., Inc., Montgomery, AL. 4. Tyler Pipe, Tyler, TX. 5. Zum Industries, Inc., Erie, PA. f. Lead Flashings: i. ASTM B 29-92(1997), 4 lb. (1.82 kg) sheet lead. g. Details not addressed in specification shall be in accordance with Architectural Sheet Metal Manual, as issued by Sheet Metal and Air Conditioning Contractors' National Association, Inc., (SMACNA). 10-2.10 MASONRY a. None. 15 . . 11-2.11 SYSTEM PERFORMANCE REQUIREMENTS: A. BURMASTIC ADHESIVE or equal Prooertv Tvoical Value Test Method Asbestos content None EPA 600/R-93/116 Viscosity @ 250C 25 - 75 Pa.s ASTM 0 2196-86 (25000-75000 cP) (1991) Density @ 250 C 1.0 kglL ASTM D 6511-00 (8.4Ib.lgal.) Nonvolatile Matter 67% ASTM D 6511-00 Asphalt content, min 42% ASTM D 6511-00 Flash point > 370C (1000F) ASTM 0 93-97 Uniformity & Con- Pass ASTM 06511-00 sistency VOC 340 glL ASTM 0 6511-00 B. BURMESH or equal Prooertv Tyoical Value Test Method Weight 65 glm2 ASTM 0 146-90 (1.32 Ib/100 tt2) Moisture based on None ASTM 0 146-90 net weight Average tensile strength @250C (nOF) Warp threads 289 N (65 Ibf) ASTM 0 146-90 Filling threads 311 N (70 Ibf) ASTM 0 146-90 Organic content Weight 18.7% ASTM 0 579-90 Type PVC/acrylic water-based 16 C. ELS or equal ProDertv TVDical Value Test Method Asbestos content None ASTM 0276-87 Viscosity @ 250C 480 - 1000 Pa's ASTM 0 2196-86 (77OF) (480000-1000000 cP) (1991) Density @ 250C 1114 kglm3 ASTM 0 1475-90 (770 F) (9.3 Ib/gal) Nonvolatile Matter 80% ASTM 0 4586-93 Behavior at 1400 F 3.18 mm (1/8 in.) ASTM 0 4586-93 (Sag Resistance) 1.55 - 6.2 glm2124 Moisture vapor ASTM E 398-83 tranmission rate hrs. @ 0.51 mm (0.10 - 0.40 g/100 in.2/24 hrs @ 0.020 in.) thickness D. PREMIUM III ASPHAL T or equal Prooertv Tvoical Value Test Method Softening point 91 - gsoC ASTM 0 36-95 (195 - 205OF) Penetration @ 250 C 15 - 30 dmm ASTM 0 5-95 (770 F) Flash point, min 2740C (525OF) ASTM 0 92-90 Ductility @ 250 C, 2.5cm ASTM 0 113-86 (770F) min Equiviscous tem- 204 to 221 oc ASTM 04402-87 perature range (400 to 4300F) (125cP) E. BLACK SHEETING BOND or equal Prooertv Tvoical Value Test Method Asbestos content None ASTM 0 276-87 . Viscosity 400,OO-1,760,OOOcP ASTM 0 2196-86 @ 770F (25OC) (400-1760 Pa.s) Density 8.7 Iblgal ASTM 01475-85 @ nOF (25OC) (1042 kg/m3) Adhesion in peel, 3 Ibflin ASTM 01876-72 (1983) min (0.52 kN/m) Lap shear adhesion, 18 psi ASTM 0 816-82 min (124 kPa) vac 250 g/L ASTM 0 3960-89 17 t' F. POWERply Type VI or equal Prooertv Tvoical Value Test Method Net dry mass of 585 glm2 ASTM 0 146-97 asphalt impreg- (12 Ib/100 ff) nated glass felt, individual rolls Mass of desaturated 117 g/m2 ASTM 0 146-97 glass felt (2.4 Ib/100 ff) Bituminous saturant 400 klm2 ASTM D 146-97 (asphalt) (8.2Ib/100 ff) Ash 75%ASTM C 146-97 Breaking strength 14.8 kN/m MD ASTM 0 146-97 (85 Ibflin.) 14.8 kN/m XC (85 Ibflin.) Pliability, 12.7 mm No failures ASTM D 146-97 (% in.) radius bend G. TREMSEAL GP or equal Property Tvoical Value Test Method Tensile strength 1241 kPa (180 psi) ASTM 0 412-87 Ultimate elongation 550% ASTM 0412-87 Adhesion-in-peel 4.4 N1mm ASTM C 794-80 (1986) (25Ibflin.) Weep & sag Passes ASTM C 639-83 Staining Passes ASTM C 510-77 (1983) Weight-loss, cracking Passes ASTM C 792-75 {1987} & chalking after heat aging Hardness @ 250C 25:1: 5 ASTM C 661-86 (770F), 50% RH (Shore A) Durability Passes ASTM C 719-86 (Bond & Cohesion) (On mortar, granite, and anodized aluminum at :I: 25% movement) 18 , . H. WHITE HYPAlON ELASTOMERIC FLASHING ADHESIVE or equal Property Typical Value Test Method Asbestos content None ASTM D 276-87 Viscosity 400,OO-1,760,OOOcP ASTM D 2196-86 @ 77EF (25EC) (400-1760 PaAs) Density 12.81b/gal ASTM 0 1475-85 @ 77EF (25EC) (1534 kg/m3) Adhesion in peel, 3 Ibflin ASTM D 1876-72 (1983) min (0.52 kN/m) Lap shear adhesion, 18 psi ASTM 0 816-82 min (124 kPa) VOC 250 g/l ASTM D 3960-89 I. POL YROOF SF or equal Property Typical Value Test Method Asbestos content None EPA/6001R-93/116 Viscosity 600000-2000000 cP ASTM 02196-86 (1991) @ 77EF (25EC) (600-2,000 Pa@s) Density a.6lb/gal ASTM 01475-90 @ 77EF (25EC) (1031 kg/m3) Tensile Strength 30-50 psi ASTM 0412-87 @ 77EF (25EC) (207 - 345 kPa) @ 100% elongation Elongation 300% ASTM D 412-87 @ 77EF (25EC) Behayior 1/4 in. (6mm) max ASTM 04586-93 @ 140EF (60EC) (Sag Resistance) 19 , , PART III - EXECUTION 12-3.01 EXAMINATION a. Verify conditions as satisfactory to receive work. b. Do not begin roofing until all unsatisfactory conditions are corrected. Beginning work constitutes acceptance of conditions. c. Verify that work of other trades penetrating roof deck or requiring men and equipment to traverse roof deck has been approved by Owner, manufacturer, and roofing contractor. d. Check projections, curbs, and deck for inadequate anchorage, foreign material, moisture, or unevenness that would prevent quality and execution of new roofing system. 13-3.02 GENERAL WORKMANSHIP a. All work performed by Contractor shall conform to this specification. b. The presence and activity of the manufacturer's representative, architect's representative, and/or Owner's representative shall in no way relieve Contractor of contract responsibilities or duties. c. Cellular concrete: 1. Mix and place by an approved mixing plant. 2. Mix consistency shall provide flowable mix that can be screeded to a smooth surface. 3. Admixtures not permitted unless approved by roofing materials manufacturer prior to application. 4. Placement hoses: a. In good repair, free of structural defects. b. Equipped with secure couplings. d. Material placement: Hose nozzle no more than 6 inches (152 mm) above surface. e. Foil/kraft laminate barrier sheet: Mechanically attach over new lightweight cellular concrete after initial set immediately prior to base sheet application. 20 . f. Base Sheet: Set dry over blocking and cants at wall, perimeters, and curbs. Extend base sheet up wall and vertical blocking. Terminate base sheet directly under counterflashing. Do not seal base sheet to wall, blocking, or roof substrate. Do not seal top edge of base sheet under counterflashing. g. Flashings:Do not extend flashings above base sheet termination on vertical substrates. h. Substrate: Free of foreign particles prior to laying roof membrane. i. Provide additional fastening of mechanically attached base sheets in roof perimeter and comer areas. j. Phased application: Not permitted. All plies shall be completed each day. k. Traffic and equipment: Kept off completed plies until adhesive has set. I. Wrapper and packaging materials: Not to be included in roofing system. m. Entrapped aggregate: Not permitted within new membrane. Its discovery is sufficient cause for rejection. n. Ply shall never touch ply, even at roof edges, laps, tapered edge strips, and cants. o. Fit plies into roof drain rims; install lead flashing and finishing plies; secure clamping collars; install domes. p. Extend roofing membrane to top edge of cant at wall and projection bases. q. Cut out fishmouthslside laps which are not completely sealed; patch. Replace all sheets which are not fully and continuously bonded. r. Asphalt heating: 1. Use low burner flames during initial melt-downs, circulate asphalt after initial melt-down. a. Maximum asphalt temperature: 250F (140C) below the flash point. 2. Avoid prolonged heating of asphalt at high temperatures. Reduce the asphalt temperature to below 5000F (2600 C) if asphalt is not being used for periods of 4 hours or more. 21 . .. 3. Kettle: Free of contaminants. 4. Application rates: Bitumen quantities for waterstopltie-offs. flashings, miscellaneous detail applications, and minimum kettle capacity are not included in application rates. To account for these factors. add approximately 25 percent additional bitumen on a total-job average basis. s. Cold process adhesive heating: 1. An in-line heat exchange unit may be used to facilitate application. a. Maximum adhesive temperature: 1000F (3aOe). 00 not exceed the flash point of the adhesive. 2. Heat exchange unit: Filled with heat transfer oil approved by equipment manufacturer. 3. Follow operation procedures as recommended by equipment manufacturer. 1. Definition of roof comer and perimeter widths: 1. The perimeter strip is defined as the outside strip of a roof area. a. Where roof slope is a 10 degree angle (2 inlft, 167 mm/m) or greater. the strip along the roof peak is also a perimeter strip. b. Where multi-level roofs adjoin, the edge of the upper roof is a roof perimeter when the difference in height between the upper and lower roof areas is greater than 3 feet (0.9 m). 2. The comer area is defined as the overlap of perimeter strip areas. 3. The width of roof comers and perimeters is subject to a minimum width of 4 feet (1.2 m) and defined as the smaller of either: 0.1 times the building lesser plan dimension; or 0.4 times the eave height. 14-3.03 PREPARATION A. Protection: 1. Contractor shall be responsible for protection of property during course of work. Lawns. shrubbery. paved areas. and building shall be protected from damage. Repair damage at no extra cost to Owner. 2. Provide at site prior to commencing removal of debris, a dumpster or dump truck to be located adjacent to building where directed by Owner. 22 . . 3. Roofing, flashings, membrane repairs, and insulation shall be installed and sealed in a watertight manner on same day of installation or before arrival of inclement weather. 4. At start of each work day drains within daily work area shall be plugged. Plugs to be removed at end of each work day or before arrival of inclement weather. 5. Preparation work shall be limited to those areas that can be covered with installed roofing material on same day and before arrival of inclement weather. 6. Arrange work sequence to avoid use of newly constructed roofing for storage, walking surface, and equipment movement. Move equipment and ground storage areas as work progresses. 7. Construct an enclosed chute from roof for removal of debris from roof area. Protect building surfaces at chute/set-up areas with tarpaulin. Secure tarpaulin. Remove dumpster from premises when full and empty at approved dumping or refuse area. Deliver empty dumpster to site for further use. Upon job completion, dumpster/chute shall be removed from premises. Spilled or scattered debris shall be cleaned-up immediately. Removed material to be disposed from roof as it accumulates. 8. At end of each working day, seal removal areas with water stops along edges to prevent water entry. 9. Provide clean plywood walkways and take other precautions required to prevent tracking of aggregate/debris from existing membrane into new work area where aggregate/debris pieces can be trapped within new roofing membrane. Contractor shall instruct and police workmen to ensure that aggregate/debris is not tracked into new work areas on workmen's shoes or equipment wheels. Discovery of entrapped aggregate/debris within new membrane is sufficient cause for its rejection. 10. Cover windows, metal, and vegetation with protective covering prior to application of dampproofing materials. B. Surface preparation: 1. Remove: Existing roofing and lightweight concrete to roof system on top of gypsum deck. a. Area: As determined at site meeting. 2. Sweep clean roof deck. 3. Repair existing membrane to a watertight condition 4. Remove counterflashing. 5. Remove flashings to substrate. 6. Remove as directed by Owner: a. Unused equipment. 23 << 15-3.04 CARPENTRY A. Wall flashings: 1. Mechanically attach wood blocking to flashing base. 2. Fasteners shall be installed in two (2) rows staggered. Spacing in anyone (1) row shall not exceed 24 inches (610 mm). Within 8 feet (2.4 meter) of outside comers, spacing shall not exceed 12 inches (300 mm) in anyone (1) row. 3. Offset blocking layers 12 inches (300 mm); weave comers. a. Blocking thickness: Equal to final insulation thickness including tapered edge. 4. Install 45 degrees and continuous wood cants (4 x 4's) at intersections of horizontal wood blocking and vertical flashing surfaces. Nail two (2) rows staggered. Spacing in anyone (1) row shall not exceed 24 inches (610 mm). Within 8 feet (2.4 meter) of outside corners, spacing shall not exceed 12 inches (300 mm) in any one (1) row. Miter comers. B. Wood curb locations: 1. Install wood cants to blocking. Nail two (2) rows staggered to horizontal and vertical substrates. Spacing in anyone (1) row shall not exceed 24 inches (610 mm). C. Wood blocking fastening pattern: 1. Secure continuous wood blocking with mechanical fasteners attached in two (2) rows staggered to substrate. 16-3.05 MASONRY a. None. 17-3.06 ROOF DECK REPAIRS A. Gypsum concrete repairs: 1. Repair area/s: a .As determined by Owner. 2. Replacement: a. Install gypsum concrete in accordance to ASTM C 956-81 (1986) standard specification for installation of cast-in-place reinforced gypsum concrete. Pour gypsum concrete even with surrounding deck. Screed all surfaces to smooth, even 24 .. plane. 18-3.07 CELLULAR INSULATING CONCRETE A. Cellular concrete: a. Install cellular concrete to prepared area, 2 inches (50 mm) minimum thickness, sloped to existing drains. Slope: 2% (1/4 inch per running foot), minimum. b. Mix and pump cellular concrete into place using personnel and equipment approved by cellular concrete manufacturer. Mixing time shall be sufficient to provide a consistent, thorough mix that will flow freely and screed to a smooth surface. c. Proportion cellular concrete to provide a density at point of placement of 40 Ibs. per cubic foot (641 kglm3) [:t 5 percent] and 28 days compressive strength of 180 psi (1240 kPa) minimum. d. Place only when air temperatures of 400F (40C) or above are predicted for first 24 - 48 hours after placement. e. Cover deck with slurry coat. Thickness: 3/4 inch (19 mm) minimum. f. Embed insulation into fluid slurry coat. Graduate thickness of insulation from high to low point. Stagger end joints. Butt all joints to moderate contact. Allow slurry coat/insulation to set 24 hours. g. Install top pour of cellular concrete over insulation. Fill all bond holes. Minimum top cover thickness over insulation: 2 inches (SO mm). h. Use screeds and darbies to attain smooth, even surface. i. Plan work to minimize cold joints. Scarify cold joints to provide mechanical key. j. Protect installation from freezing until initial set is attained. k. Roofing readiness: I. Allow cellular concrete to cure to achieve sufficient surface hardness to adequately withstand foot traffic and other light roofing operations without damage (minimum two (2) days). m. Upon completion of the installation of the lightweight insulating concrete system, the roofing contractor is responsible for minimizing water entry into the lightweight insulating concrete system and for removing excess water (from rain) from the lightweight insulating concrete system. Follow recommendations from the manufacturer of the lightweight insulating concrete manufacturer for the removal of excess rain water from the system if rain infiltration occurs. n. Ensure exposed surface and entire lightweight insulating concrete system is dry prior to beginning roof system installation. 25 ,- 19-3.08 BASE SHEET/VAPOR RETARDER a. Ensure deck is dry. b. Install foil/kraft laminate barrier sheet over lightweight insulating concrete. Place foil side down to the deck. Sidelaps - 2 inch (SO mm) minimum; end laps - 4 inch (100 mm) minimum. Nail to hold in place. c. Install base sheet over foillkraft laminate barrier sheet. Lap 4 inches (100 mm) on sides and ends. Mechanically attach 7 inches (178 mm) o.C. at lap and 2 rows staggered 7 inches (178 mm) o.c., 12 inches (300 mm) from each edge. d. Increase the number of fasteners used to secure base sheet by 70% in the perimeter areas and 160% in the comer areas. Determine fastener density on a unit area per fastener basis. Add additional rows and increase fasteners per row. Do not space fasteners closer than 4 inches (102 mm) o.c. e. Lay base sheet dry over blocking and extend to outside edge of blocking. Extend base sheet up wall or vertical blocking and terminate directly under counterfJashing. Do not adhere base sheet to vertical substrate. Do not seal off top edge of base sheet. 20-3.09 THERMAL INSULATION a. None. 21-3.10 CRICKETS a. None. 22-3.11 ROOF SYSTEM APPLICATION a. Install the following prior to application of the roofing system: 1. Cants at perimeter and around curbs. b. Mechanically attach base sheet to lightweight insulating concrete as described in previous section for base sheet installation. c. Install four (4) plies of ply sheet, shingle fashion. Overlap starter strips 26 inches (660 mm) wIth first ply, then overlap each succeeding ply 24- 26 . 213 inches (630 mm). Place ply sheets to ensure water will flow over or parallel to, but never against exposed edges. d. Use 8, 18, 27, 36 inch wide plies to start and finish roof membrane along roof edges and terminations. e. Lap ply sheet ends 6 inches (150 mm). Stagger end laps 12 inches (305 mm) minimum. f. Apply adhesive no more than 10 feet (3 meter) ahead of each roll being embedded. g. Broom each ply before adhesive cools from unmopped side. Ensure complete and continuous seal and contact between bitumen and ply sheets, induding ends, edges, and laps without wrinkles, fish mouths, or blisters. Broom width: 34 inches (860 mm) minimum. Avoid walking on plies until adhesive has set. h. Embed each ply in a uniform and continuous mopping of premium asphalt, applied within its Equiviscous Temperature (EVT) range. i. Interply mopping rate: 25 Ibs. per 100 sq. ft. (1.2 kglm2) average, tolerance :J: 20 percent. 23-3.12 CAllY WATERSTOprrIE-INS a. None. 24-3.13 PERMANENT WATERSTOprrIE-INS a. None. 25-3.14 MEMBRANE REPAIRS a. Unadhered felt edges or fishmouths: i. Unadhered ply sheet within 2 inches (50 mm) or less from exposed edges: 1. Cut away unadhered felts and remove dust and debris; dry. 2. Apply asphalt mastic to seal. b. Unadhered ply sheet more than 2 inches (50 mm) in from the ply edge: 1. Cut away unbonded ply sheets until firmly laminated sheets are reached. Clean; dry. 2. Reinforce and seal prepared area with reinforcing 27 . ~ mesh embedded between alternate continuous applications of asphalt mastic. c. All defeds shall be repaired using at least one additional ply in area being repaired. d. Use same membrane materials. Adhere repair materials in manner as specified for original membrane. Install surfacing to match existing surrounding area. 26-3.15 FLASHINGS a. General flashing requirements: Elastomeric Flashing: 1. Adhere elastomeric sheeting completely to flashing surface. cant, and roofing with Flashing Adhesive. After application of flashing adhesive, allow adhesive to remain open for 15 minutes minimum to flash off solvent prior to setting elastomeric sheeting into the flashing adhesive @ 20 sq. Ft. per gallon. 2. Apply consistent pressure to entire surface of elastomeric sheeting using a steel hand roller to achieve full adhesion of the sheeting to the flashing substrate. Ensure complete bond and continuity without wrinkles or voids. Lap sheeting ends 4 inches (100 mm). Adhere laps with Hypalon flashing adhesive. 3. Elastomeric sheeting width: Sufficient to extend at least 6 inches (150 mm) beyond toe of cant onto new roof. 4. Seal vertical and horizontal edges of sheeting with reinforcing membrane embedded in a base course of Flashing Adhesive and a top course of Modified Asphalt Mastic. b. Two-Ply Stripping for metal flanges: Set flange in asphalt mastic. Seal flange with two (2) stripping plies embedded between alternate applications of stripping adhesiveJbitumen. Extend first ply 4 inches (100 mm) beyond flange; second ply 2 inches (50 mm) beyond first ply. c. At perimeter edges: 1. Provide five-course seal/reinforcement to flashing flange: 2. Install tWo (2) ply flashing reinforcement to flange. 28 . Extend bottom reinforcement course from edge to 4 inches (100 mm) beyond metal flange; extend top reinforcement course from edge to 2 inches (SO mm) beyond edge of bottom ply. Lap ends 4 inches (100 mm). 3. Set both plies and laps in altemating courses of asphalt mastic applied in continuous 1/16 inch (1.6 mm) thick applications. Ensure complete bond and continuity without wrinkles or voids. d. Atwall flashings: 1. Install elastomeric base flashing described in general flashing requirements section. 2. Secure top edge of flashing membrane to vertical substrate with termination bar secured 8 inches (200 mm) o.c. maximum. 3. Provide five-course seal/reinforcement to primed area: 4. Install two (2) ply flashing reinforcement. Extend bottom reinforcement course from top edge of flashing to 4 inches (100 mm) onto existing roofing; extend top reinforcement course from top edge of flashing to 2 inches (50 mm) beyond edge of bottom ply. Lap ends 4 inches (100 mm). 5. Set both plies and laps in altemating courses of asphalt mastic applied in continuous 1/16 inch (1.6 mm) thick applications. Ensure complete bond and continuity without wrinkles or voids. 6. Wipe top of bar clean with metal cleaner. Prime metal surface to receive sealant with metal primer. Allow to dry. 7. Caulk top of bar. Provide watershed. Tool neatly. 8. Fabricate and install new counterflashing. 9. Install surface mount counterflashing with flashing tape. Mechanically fasten 8 inches (200 mm) o.c. maximum. 10. Wipe clean metal surfaces of flashing joint with metal cleaner. Prime metal joint surfaces with metal primer. Allow to dry. 11. Caulk flashing joint. Provide watershed. Tool neatly. e. At plumbing vents: 1. Wedge plumbing vent tight against deck. 2. Trowel flashing adhesive to roof surface 15 inches (380 mm) wide, 1/16 inch (1.6 mm) thick. Extend flashing adhesive up plumbing vent 2 inches (50 mm). 3. Seal base into new roofing with reinforcing membrane 29 . ~ ~ embedded between alternate courses of asphalt mastic. Replace cracked lead. 4. Apply 1/16 inch (1.6 mm) uniformly thick layer of asphalt mastic to surface receiving metal flange. 5. Fabricate and install plumbing vent flashing from lead. Flange: 4 inches (100 mm) wide minimum; extend completely around periphery of vent flashing. Set flange into mastic. Neatly dress flange with wood block. 6. Prime metal flange with asphalt primer. 7. Pipe outside diameter greater than 2 inches (50 mm): Bend lead inside pipe 1 inch (25 mm) minimum with pliers or rubber/plastic mallet; replace cracked lead. 8. Pipe outside diameter 2 inches (50 mm) or less: Cut lead at vent top; fabricate and install integral lead cap. 9. Mechanically fasten plumbing vent to substrate, 3 inch (75 mm) o.c. staggered. 1 a.lnstall two (2) ply stripping for metal flanges as desaibed in general flashing requirements section. f. At pitch pans: 1. Fabricate pitch pans. Sides: 4 inches (100 mm) high, hemmed to outside at top edge. Flange: 4 inches (100 mm) wide, completely around periphery. Clearance between projection and pitch pan: 2 inches (SO mm). Set flange in mastic. 2. Pack gap between roof-penetrating element and deck with compressible insulation. Seal with reinforcing membrane embedded between alternate courses of asphalt mastic. 3. Nail flange to substrate 3 inches (75 mm) o.C., staggered. 4. Prime metal flange, projection, and pitch pan interior with asphalt primer. 5. Install two (2) ply stripping described in general flashing requirements section. 6. Fill pitch pan to within 1 inch (25 mm) from top with non shrink grout. Allow to set firm. 7. Fill pitch pan with asphalt mastic. Double fill if necessary. 8. Fabricate and install umbrella with drawband over pitch pan. Tighten drawband. 9. Wipe clean top of umbrella and projection with metal cleaner. Prime surface with metal primer. 1 a. Caulk stack/sheet metal interface. Provide watershed. Tool neatly. 30 . " " .. g. At equipment stands (pipe): 1. Apply 1/16 inch (1.6 mm) uniformly thick layer of asphalt mastic to surface receiving metal flange. 2. Fabricate and install sleeve flashing. Height: 8 inches 200 mm. Flange width: 4 inches (100mm). Flange to extend completely around flashing periphery. Solder all joints. Double solder vertical joints. 3. Nail flange to substrate 3 inches (75 mm) O.c., staggered. 4. Prime flange with asphalt primer. 5. Install two (2) ply stripping described in general flashing requirements section. 6. Fabricate umbrella and install drawband; cover sleeve flashing 3 inches (75 mm) minimum. Install immediately above sleeve flashing. Tighten drawband. 7. Wipe clean top of umbrella and projection with metal cleaner. Prime surface with metal primer. 8. Caulk projection/sheet metal interface. Provide watershed. Tool neatly. h. At metal sleeve and storm collar(s): 1. Apply 1/16 inch (1.6 mm) uniformly thick layer of asphalt mastic to surface receiving metal flange. 2. Fabricate and install sleeve flashing. Height: 8 inches (200 mm). Flange width: 4 inches (100 mm). Flange to extend completely around flashing periphery. Solder all joints. Double solder vertical joints. 3. Naif flange to substrate 3 inches (75 mm) o.c., staggered. 4. Prime flange with asphalt primer. 5. Install two (2) ply stripping described in general flashing requirements section. 6. Fabricate storm collar with bolted connection. Cover sleeve flashing 3 inches (75 mm) minimum. Tighten bolts. 7. Wipe clean top of storm collar and projection with metal cleaner. Prime surface with metal primer. Caulk projection/sheet metal interface. Provide watershed. Tool neatly. i. At roof drains: 1. Prepare roof surface within 24 inch (610 mm) radius of drain. 2. Remove flashing collar. Clean. If broken, provide new collar. 3. Prime prepared area with asphalt primer; do not puddle. 31 It ... .. . Allow to dry. 4. Provide 36 x 36 inch (910 x 910 mm) elastomerie sheeting reinforcement to drain. 5. Center sheeting over drain. 6. Adhere sheeting to primed surface with continuous application of POL Yroof SF. 7. Remove wrinkles/entrapped air. 8. Install second course flashing tape where flashing collar will be seated. 9. Reclamp flashing collar to drain. If bolts are broken, drill and retap. If ladder damps are installed, proved new clamps. 10. Caulk perimeter of flashing collar. Tool neatly. 11. Cut/remove excess sheeting within drain. 12. Seal sheeting edge with reinforcing membrane embedded between altemate continuous courses of POL Yroof SF. 13. Provide 3 course 36 x 36 inch (910 x 910 mm) reinforcement to drain. 14. Center reinforcement over drain. 15. Embed one ply reinforcement membrane to primed surface in altemate continuous applications of asphalt mastic; leave no voids. 16. Reclamp flashing collar to drain in bed of mastic. If bolts are broken, drill and retap. If ladder damps are installed, provide new clamps. 17. Cut/remove excess membrane within drain. 18. Install tapered edge strip around drain to aeate approximate 48 x 48 inch (1220 x 1220 mm) sump. Miter comers. Seal toe of tapered edge to drain rim with reinforcing membrane embedded between altemate courses of asphalt mastic. 19. Install roofing system into sump and onto drain rim. 20. Plug drain to prevent water entry until service connection is completed. 21. Prime the bottom side of the lead flashing. 22.Apply 1/16 inch (1.6 mm) uniformly thick layer of asphalt mastic to surface receiving lead flashing. 23. Set single piece lead flashing in mastic centered over drain; extend lead 6 inches (150 mm) beyond drain rim. Neatly dress lead with wood block. 24. Clamp flashing collar to drain in bed of mastic. 25. Neatly cut leadlfelts within drain at rim. Lead to extend 1 inch (25 mm) into bowl. 26. Prime lead with asphalt primer. 32 ) . . <<. 27. Fabricate a 1" x 4" (25 mm by 100 mm) gravel retainer in a 36" (0.914 m) square around the drain bowl. Set gravel retainer in asphalt mastic. 28. Install two (2) ply stripping described in general flashing requirements section. Stripping shall not extend under clamping ring. 29. For working drains, remove drain plug upon completion of work each day. 27-3.16 SURFACING TREATMENT ON FLASHINGS a. Surfacing for Elastomeric Flashing. 1. None. 28-3.17 SURFACING APPLICATION a. Prior to application of surface treatment system, contractor shal inspect roof with manufacturer's representative. b. Over entire roof surface spray apply uniform and continuous flood coat of fibrated asphalt based, reimpregnating coating 7 gallons per 100 sq. ft. c. Immediately broadcast 450 - SOO Ibs. per 100 sq. ft. (22 - 24.4 kg/m2) of new, clean roofing gravel. Cover flood coat material completely. 29-3.18 WAL'rWifAYS a. None. 30-3.19 LIGHTNING PROTECTION SYSTEM a.lnstall new wood blocking and pitch pans with hoods at downlead entry points. b. Lightning protection system may be disconnected to facilitate work. Reconnect daily or before anival of inclement weather. Ensure air terminals are anchored and vertical. 31-3.20 PAINTING a. Powerwash parapet walls to a dean and sound surface b. Seal all cracks with caulking material 33 . . . .. c. Apply two coats of Walltite or equal to parapet walls 32-3.21 ADJUSTING AND CLEANING d. Repair of deficiencies: i. Installations of details noted as deficient during final inspection must be repaired and corrected by applicator, and made ready for reinspection, within five (5) working days. e. Clean-up: i. Immediately upon job completion, roof membrane and flashing surfaces shall be cleaned of debris. ii. Clean gutters and downspouts of debris. 34 ~ Rep Name: PhonelFAX: DATE: PROJECT: CONTRACTOR: PRE-FINAL INSPECTION CHECKLIST The following items are to be checked and initialed by superintend8nt/foreman and the list the faxed to manufacturer's representative prior to calling for any PRE-SURFACING INSPECTION. Termination Bar: Reinforced flashing is sandwiched with gasket tape between the-wall and the top edge of reinforced flashing. Termination bar is to be mechanically fastened 8 inches on center. Round roof penetrations, i.e., pipes, supports, etc. Gasket tape, stainless steel clamps, caulking, metal umbrellas are installed. Fan housings, exhaust units and equipment on small curbs have been secured with correct screw fasteners and washers. Housings, dud work, and equipment have been cleaned of all asphalt marksloverspray, or painted. Roof Drains: New bolts are in placed and tight. Clamping rings and rim cleaned, drains tested, dome cover in place. Sump installed. Three (3) coursing is completed at all reinforced elastomeric flashing terminations to the roof membrane. Five coursing or targets are completed at all metal flanges (gravel stops, lead flanges, pitch pans, etc.). There shall be no reinforcing fabric or membrane showing through mastic. All flanges properly secured to deck with appropriate fasteners nailed 3" on center and staggered. Caulk outside of the perimeter of thru-wall drains/scuppers. Wood blocking and walkpads have been installed under aU pipe and conduit runs on the roof, including conduit clamp~ to blocking. Clamps to be loose fitting. 3S Mastic, asphalt, and/or adhesive is deanedoff all pipes, conduits, metal surfaces, penetrations, perimeter metal and walls, or completely painted. Gravel stop, coping, or perimeter metal has been properly butted and with cover plates, interlocking laps, and metal fits tightly. The face of the gravel stop metal has been cleaned or painted to match original if specified. Gutters have been cleaned out and coated with rust prohibitive paint or coating (if specified). Strainers have been installed at all downspout locations. Downspouts have been cleaned out and water flows through. Downspouts have be secured. Gravel surface has been neatly dressed. Sheet metal comers installed and properly secured where metal flashing has been broken. Walk pads have been installed at all service areas of roof top equipment, roof hatch, roof ladders, doors, etc. and in areas required per specifications. The grounds surrounding the building or project area and the setup areas have been cleaned and all asphalt has been cleaned from grounds. All debris and ROQFING ~AILS have been cleaned up and disposed of. The specifications, scope of work, and any special notes or applications have been reviewed and completed to ensure all items have been addressed. Pitch pans properly filled with grout, specified mastic, and sheet metal covers installed and sealed. Field deficiencies have been repaired, such as dry laps, fishmouths, blisters, tom felts, etc. All AlC duct seams sealed as specified. THANK YOU FOR YOUR COOPERATION! FOREMAN SUPERINTENDENT DATE NOTE: FINAL INSPECTION WILL BE SCHEDULED UPON COMPLETION OF FORM!!t 36 . Selected Details 104 light Metal Edge, Not Raised 204 Wall Flashing, Concrete 207 Scupper 304 Equipment Stand 310 Plumbing Vent 314 Drain Detail 316 Pitch Pocket with Grout 318 Stack Flashing 330 Curb for Air Handling Unit 331 Base Flashing for Vented Base Sheet 37 SPECIFICATIONS GENERAL CONDITIONS By executing the contract, the Contractor represents that he has visited the site, familiarized himself with all conditions under which the work is to be performed, and correlated his observations with the requirements of the contract. The Contractor shall not commence work until he has obtained all insurance required and such insurance has been approved by the Board of Education. The Contractor shall take out and maintain during the life of the contract such public liability, property damage, and compensation insurance as shall protect him, the City of Miami Beach and any subcontractor, from claims and damages for personal injury, including accidental death, and property damages which may arise from operations of this contrad. The Contractor shall give all notices and comply with all laws, ordinances, rules, and regulations bearing on the conduct of the work specified. Permits and licenses necessary for the execution of the work shall be paid for by the Contractor. The Contractor shall not discriminate against any person in the performance of work under this contract because of race, religion, color, sex, physical handicap, national origin, or ancestry. In all solicitations of advertisements for employees, the Contractor shall indude the phrase "Equal Opportunity Employer" or a similar phrase to be approved by the state Commission of Civil Rights. The Contractor shall at all times enforce proper conduct among his employees and shall not employ on the project any unfit person or any workman not skilled in the task assigned to him. SPECIAL CONDITIONS The material Manufacturer's Representative shall be present during the critical stages of the work, as required by the specifications, for the purpose of monitoring the installation of materials. The Contractor shall cooperate with the Manufacturer's Representative, correcting any deficiencies he brings to the Contractor's attention, and affording him ample opportunity and time to check the work as it progresses. This shall not relieve Contractor of its sole responsibility for proper workmanship. The Contractor will be held responsible for determining if weather conditions on any given day will permit successful completion of work started on that day. Where removal of existing roof is required, the Contractor Will REMOVE NO MORE ROOF AREA THAN CAN BE REPLACED ON THE SAME DAY, CARRYING THE NEW WORK TO A POINT WHERE A GLAZE COAT HAS BEEN APPLIED. BUilDING INTERIORS MUST BE KEPT DRY AT ALL TIMES. 38 1 1 The Contractor shall at all times keep the premises free from accumulation of waste materials or rubbish caused by his operations. On completion of the work, he shall remove all waste materials and rubbish from and about the project, as well as all tools, equipment and surplus materials. Upon completion of the work, a final inspection will be conducted by the City of Miami Beach Property Management representative and the materials manufacturer representative. After satisfactory correction of any deficiencies found during final inspection, the City of Miami Beach Property Management Director will issue a written acceptance of the work, the date of such acceptance to establish the date of completion. Any details or practices not covered by these specifications or other contract documents shall be in full compliance with current NRCA Roofing manual, good roofing practice, and with acceptable fire insurance requirements and/or local building codes. 39 Ii I I-'~ . d !~ I I. a I /:1-- ~:;;- i I!l I i II I I II ; a ~ j ii .1 -'" - i i I I ~ I ~ ~! I I ~ di t! t ~; I~ i~ i g i I I ; 5! ! i~ I~ (/) i ! i i Ii i i i I ~I I, ~ ! w j J ~ f- 8 ~~ ~ ~ III :: DJ ~ f- a "Dow...<(.1 I I -- ~ I Ii i~ z ...J"~'/, pI II: ~' ~ II: III :; ~ =1 Z Ix ~1I Ii . 8 ~ ~ ct:4 II -- ~ I ~ I :: Il i' N I I r!!l II II \oJ r:-I~ l! L : f&l ~ ~"""f&,'- l! ~---l ~ l! r!:l " l! lXl EJ '" , , ~ ... 11 : :! ...; !! : l! . lXl . ~ .~ . ~ . . Ir'l"'~ ~ ."",:--:4 ft ~ ~1 C.UQW",uz ~ 'U - ~ ~ U Q ~ - " . - 7 ~ t ~ ~ " L " . ':' , > ~ City of Miami Beach 555 BUllcmg goo DUIIUIUy-nUUI ,., G~NERAL INFORMATION Roof Area Inspection Date Square Footage # of Stories Ladder Required Leak Sensitivity Roof Leaks Roof A 05/04/01 5,658 1 Yes High No ROOF COMPOSITION Waterproofing System Deck Slope Drainage Granules, MB, Hot Adhered 1 ply(s) of Fiberglass + Cap Lightweight Concrete 1/8 inch(es) per foot Perimeter Scuppers PERIMETER DETAILS Outside Edge PerimeterlWall Flashing Counterflashing Parapet Wall, Non-Parapet Wall Modified Bitumen Type: Face Mount Material: Aluminum PROJECTIONS Flashing Material Modified Bitumen 3 Ventilator(s) (Curb) 4 Scupper(s) (1 requires attention) 4 Soil Stack(s) 2 Deck Vent(s) Tremco Roof Information Management City of Miami Beach 555 Building 000 DU.."U'V......"", ..,. COf\JDITIONS Perimeter Details Conditions I Material ' I~;::B~:':N/;;;,,;H,,;>; -II Condition ' , Non-Parapet Wall Good Condition Parapet Wall Good Condition Wall Type Conditions , Material' Poured Concrete Wall . "-'. ~:' .~'.- -. . - ,II Sevel1ly ,', ,'II Magnitude II Magnitude II Sevel1ly , ,II Condition Good Condition PerimeterlWall Flashings Conditions I Material-y~Jf-"i(f(:,.t:;":;-f I Condition ':€,;;~:;{ ,e" Modified Bitumen Good Condition II Magnitude ",11 Severity Counterflashing Type and Material Conditions I Material -II Condition Face Mount Good Condition Aluminum Good Condition II Magnitude II Sevel1ly Projection Flashings Conditions I Material ,,' " I J Condition Modified Bitumen Good Condition II Magnitude II Sevel1ly General Conditions I Condition Pondlng II Magnitude Minor , II Severity Minor Tremco Roof Information Management City of Miami Beach &&& Building 600 lSullumY-ftUvl ... GEt-JERAL INF ORMATION Roof Area Roof B . Inspection Date 05/04/01 Square Footage 3,350 .J ~ # of Stories 1 0 Ladder Required Yes Leak Sensitivity High Roof Leaks No ROOF COMPOSITION Waterproofing System Base Sheet Deck Slope Drainage Retrofit? Granules. MB, Hot Adhered Hot Adhered Vented Concrete 1/8 inch(es) per foot Perimeter/Over Edge Yes 1 roof(s) under top roof f::JERIMETER DETf,ILS Outside Edge PerimeterlWall Flashing Counterflashing Gravel Stop, Non.Parapet Wall Modified Bitumen Type: Face Mount Material: Aluminum , PROJECTIONS Flashing Material Modified Bitumen Tremco Roof Information Management City of Miami Beach 555 Building OOG DUIIU..ly-n.VVI _ CONDITIONS Perimeter Details Conditions I Material II Condition Gravel Stop Good Condition Non-Parapet Wall Good Condition .....i\1t I MagnltWte "-,'f I SeveritY I Wall Type Conditions I Material Poured Concrete Wall II Condition Good Condition II MaQnltude II Severi\y PerimeterlWall Flashings Conditions I Material II Condition Modified Bitumen Good Condition ';..../:<c._ -I I Magnitude' IISeve~ Counterflashing Type and Material Conditions I Material II Condition Face Mount Good Condition Aluminum Good Condition II Magnitude f I Sevemy Projection Flashings Conditions I Material II Condition Modified Bitumen Good Condition Il MaQnltude II Severity Tremco Roof Information Management City of Miami Beach 555 Building ooD ~UIIUUIY,""vv, .... GENERAL INFORMATION Roof Area Roof C Inspection Date 05/04/01 Square Footage 1,116 ~ ~ # of Stories 1 0 Ladder Required Yes Leak Sensitivity High Roof Leaks No ROOF COMPOSITION Waterproofing System Sase Sheet Deck Slope Drainage Granules, MS, Hot Adhered Nailed Fiberglass Lightweight Concrete 1/8 inch(es) per foot Perimeter Scuppers PERIMETER DETAILS Outside Edge PerimeterlWall Flashing Counterflashing Parapet Wall Modified Bitumen Type: Face Mount Material: Aluminum PROJECTIONS Flashing Material 4 Duct(s) 28 Pitch Pocket(s) 2 Deck Vent(s) 4 AlC Duct Curb(s) Modified Bitumen, Metal Tremco Roof Information Management City of Miami Beach 555 Building ~o aull"'..,y""..... _ COI'~DITIONS Perimeter Details Conditions I Material II Condition Parapet Wall Good Condition Wall Type Conditions I Material Block Wall Poured Concrete Wall .. .. ......~ I Magnitude f I Severity II Magnitude II Severity II Condition Good Condition Good Condition PerimeterlWall Flashings Conditions I Material II Condition Modified Bitumen Good Condition 'I Magnitude II Severity Counterflashing Type and Material Conditions , Material II Condition Face Mount Good Condition Aluminum Good Condition II Magnitude II Severity Projection Flashings Conditions I Material II Condition Metal Good Condition Modified Bitumen Good Condition II Magnitude II Severity Tremco Roof Information Management City of Miami Beach 555 Building 000' IiJUllu"'II'''___ _ GE!,\'ERAL INFORMATION Roof Area Roof D Inspection Date 05/04/01 Square Footage 3,132 JJ i # of Stories 1 0 Ladder Required Yes Leak Sensitivity High Roof Leaks No ROOF COMPOSITION Waterproofing System Base Sheet Deck Slope Drainage Granules, MB, Hot Adhered Nailed Fiberglass Lightweight Concrete 1/8 inch(es) per foot Perimeter Scuppers PERIME1 E:R DETAILS Outside Edge PerimeterlWall Flashing Counterflashing Parapet Wall, Non-Parapet Wall Modified Bitumen Type: Face Mount Material: Aluminum PROJECTIONS Flashing Material Modified Bitumen, Rubber Boots, Lead, Rubber Boot Soil Stacks 1 HVAC 6 Pitch Pocket(s) 2 Ventilator(s) (Curb) 2 Scupper(s) 2 Soil Stack(s) 3 Deck Vent(s) 3 Duct Curbs Tremco Roof Information Management City of Miami Beach 555 Building gyv ........_.... _ __ __ CONDITIONS Perimeter Details Conditions I Material ' i~{j-('.; '. . it I Co~ition ';;"'}.,<. Non-Parapet Wall Good Condition Parapet Wall Good Condition Wall Type Conditions I Material Poured Concrete Wall f I Magnitude' ,'II Severity 'II Condition - · Good Condition II Magnitude II SeverI\Y PerimeterlWall Flashings Conditions I Material ';<(+~": ' ..,.;j I Condition'~5I,i..~;,: Modified Bitumen Good Condition II Maonitude II Severity Counterflashing Type and Material Conditions I Material ' II Condition' Face Mount Good Condition Aluminum Good Condition II Magnitude II Severity Projection Flashings Conditions I Material II Condition Lead Good Condition Modified Bitumen Good Condition Rubber Boot Soil Stacks Good Condition Rubber Boots Good Condition II Magnitude II Severity Tremco Roof Information Management City of Miami Beach 555 Building 000 DUIIU'''"...,,,,.,.. _ GEI\:ERAL INFORM;\ liON Roof Area Roof E Inspection Date 05/04/01 Square Footage 304 JJ ~ # of Stories 1 iJ Ladder Required Yes Leak Sensitivity High Roof Leaks No ROOF CC)MPOSITION Waterproofing System Deck Drainage Granules, MS. Hot Adhered 1 ply(s) of Fiberglass + Cap Concrete Perimeter/Over Edge , PEFWIJ1ETE R DE T !,ILS Outside Edge Flat Metal Edge Tremco Roof Information Management City ot Miami tseacn 000 ~ullamg v~_ __..______ CONOITrONS Perimeter Details Conditions I Material II Condition Flat Metal Edge Good Condition "11 Magnitude II Severi1y Tremco Roof Information Management City Of Miami Beach 555 BUllulng Ogg gu........w-.,-_. .. GEN~RAL INFORMATION .~ Roof Area Roof F Inspection Date 05/03/01 Square Footage 68 jJ ~ '# of Stories 1 0 Leak Sensitivity High Roof Leaks No ROOF cor'v~POSITION Waterproofing System Deck Granules, Asphalt (BUR), Hot Adhered 1 ply(s) of Fiberglass + Cap Concrete PERIMETER DETAILS Outside Edge Flat Metal Edge Tremco Roof Information Management City of Miami Beach 555 Building 555 tJullumg-ftuul r CO!\:OlTIONS Perimeter Details Conditions I Material II Condition Flat Metal Edge Good Condition ,;' (';::11 Maonitude 'I Severity Tremco Roof Information Management City of Miami Beach 555 Building "0 DUIlU..."......__. - GEN:::RAL INFORMATION Roof Area Roof G Inspedion Date 05/03/01 Square Footage 197 ~ B # of Stories 1 0 Ladder Required Yes Leak Sensitivity High Roof Leaks No ROOF COMPOSITION Waterproofing System Deck Drainage Granules, Asphalt (BUR), Hot Adhered 1 ply(s) of Fiberglass + Cap Concrete Perimeter/Over Edge PEF~IMETER DETAILS Outside Edge PerimeterlWall Flashing Counterflashing Flat Metal Edge, Non-Parapet Wall Modified Bitumen Type: Face Mount Material: Copper, Aluminum PROJECTIONS Flashing Material 1 Ventilators (Curb) Modified Bitumen Tremco Roof Information Management City of Miami Beach 555 Building D60 t5Ullulny-n",,,," _ CO~lDITIONS Perimeter Details Conditions I Material ""'.i., ,'f.,."J~ I cOndition Flat Metal Edge Good Condition Non-Parapet Wall Good Condition Wall Type Conditions I Material Poured Concrete Wall ":~.~. 'J I Maonitude 'II Severity " "1 I Condition Good Condition II Magnitude ,II SeveriW PerimeterlWall Flashings Conditions I Materlal;H+:".,/:~,~;;:<:Y*,;)l"t J cOnditlon-" ~'.': Modified Bitumen Good Condition '"::- , ',.1 J MaQnltUde II SeveriW Countemashing Type and Material Conditions I Material >:1 J Condition Face Mount Good Condition Aluminum Good Condition Copper Good Condition II Magnitude II Severity Projection Flashings Conditions I Material II Condition Modified Bitumen Good Condition II Maonltude II severity Tremco Roof Information Management City of Miami Beach 565 Building OOV DU.......V.,,--. .- (3ENC:Pt\l_ INFUf-.(MA TION Roof Area Roof H Inspedlon Date 05/03101 Square Footage 272 cd] ~ # of Stories 1 . Ladder Required Yes Leak Sensitivity Medium Roof Leaks No ROOF CUMP()[oI110N Waterproofing System Deck Drainage Granules, Asphalt (BUR), Hot Adhered 1 ply(s) of Fiberglass + Cap Concrete Perimeter/Over Edge PERIMEl ER OETi\ILS Outside Edge Flat Metal Edge Tremco Roof Information Management City of Miami BeaCh 555 Bunulng OQ;:J DU..U..."-.,,,....... .. COl\.'DITIONS .- .. Perimeter Details Conditions J Material II Condition Flat Metal Edge Good Condition "II Magnitude. II Se~erftY Tremco Roof Information Management ..- i . J .J J ] j J J J J J J ..., , :II -] i ;oj 11 ,. ~, " 9955 MN 116 Way Suite 1 Miami. Aorida 33178 305,882.8200 Fax 305.882.1200 ASSOCIATES INC. June 10. 1999 Mr. Bruce Henderson. Environmental Specialist City of Miami Be~ch GSA - Environmemal Resources 1700 Convention C,=nter Drive Miami Beach. Flurida 33139 Re: Limited Asbestos Survey One-Story Building 555 17th Street Miami Beach. Miami-Dade County, Florida A TC Project Number 00588.0023 Dear Mr. Henderson: ATC Associates Inc. (ATC) has conducted an asbestos survey with limited sampling at the above- referenced facility for renovation purposes. Only accessible interior and exterior suspect building materials (including roofing materials) were sampled in accordance with the project scope of services. TIlls survey was perfonned at your request and in general accordance with A TC Proposal Number 31199905262 dated May 21, 1999. The sampling was conducted on May 26, 1999, by Mr. I.S. Merklein of A TC's Miami, Florida Office. Analyzed samples were found to not contain asbestos. All data generated as a result of this building. survey will remain confidential and will not be released to unauthorized person(s) without your prior consent. ATe will not, without your pennission, publish or advertise, that we were contracted to provide asbestos consulting services for you on this project. ATe appreciates the opportunity to be of service to you on this project and looks forward to our continued relationship. If you have any questions regarding this information, please do not hesitate to contact us. Respectfully submitted, A TC Associates Inc. Asbestos Business License #ZA-OOOOO31 · ~ M 6/1ff'! Steven E. Black, P.E. Florida Registration #PE-0039810 Asbestos Consultant #EA-OOOOO82 omas E. Mesk, REP A, CFEA Project Manager Attachments II j I tl 1 ] J 1 ]J ]1 ] 1 '1 ! .. .., I oJ . u .. ,,:..:~,/i;"'~, l..:.~ #..- ....:--...:..~" J._- ..._....,:-..l.._..~_... .......,,~ 4.... .-'....... __ ... ......... ......._.......... _ ___._. _ . 1 , ~ , .. J .. ; .~ ~"t \HSA" .'. SAMPLE # A B C o E P G H I J K L M N o P 1,2,3 Q R S T U V W X Y Z 4,5,6 7,8,9 10,11.12 13, 14, 15 16. 17, 18 19, 20, 21 22.23.24 25 . 26. 27 28,29,30 31, ,32. 33 34,35,36 37,38,39 40,41,42 43,44.45 46,47,48 49,50,51 52. 53. 54 55.56,57 58,59,60 61,62.63 64,65.66 67,68,69 70. 71, 72 76, 74. 75 76, 77, 78 AA 79,80.81 BB 82. 83. 84 CC 85, 86, 87 . Attachment ft A fI Summary or Results .... .......,.-. . .............................. .... .. ...... ,.... .... ......:,BPA.. ....................;;. .Sf=~~~<,..:::...:'.-':'.!;:jj:I~~j~!::;i:::i~. C\T;H::~' Exterior Stucco ND NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO NO Exterior Window Caulk PyroBar Piaster 2 x 4 Ceiling Tile 1 x 1 Ceiling Tile 4" Brown Base 3" Brown Base 2 x 4 Ceiling Tile 3' x 8' Wall Panel Drywall~ Joint Compound 1 x 1 Tan Floor Tile; Yellow Mastic Drywall~ Joint Compound Pink Base Tan Base Wall Plaster 2 X 2 Ceiling Tile Drywall~ Joint Compound Ceiling Tile Mastic Roof Deck Roof Flashing Roof Patch Pitch Pan Silver Patches- Roof Perimeter 2 x 4 Ceiling Tile Blue Base Drywall; Joint Compound Tan Base Drywall~ No Joint Compound 500,000 S.P. N/A N/A 15,000 S.P. 15,000 S.P. 1~200 S.P. 1,200 S.P. 150 L.P. 150 L.P. 500 S.P. 1,000 S.P. 1.000 S.P. 800 S.P. 500 S.P. 350 L.P. 3SO L.P. 2.500 S.P. 400 S. P. 5.000 S.P. 500 S.P. 12.000 S.F. 1,500 S.F. 120 S.F. 50S.F. 150 S.F. 800 S.F. 150 S.F. 800 S.F. 4OL.F. 1000 S.F. N/A N/A N/A N/A N/A N/A N/A N!A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A NlA N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A NlA N/A N/A N/A N/A N/A NlA N/A N/A N/A N/A N1A NlA N/A N/A N/A N/A N/A N/A N/A