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20110127 Project Manual 01062011PROTECT AT:~\LAL SALi<ION RUN APARTMENTS 40 UNIT F.4MIL1' HOUSING YELM, WASHINGTON USllA Rur:J Development RRH 515 Program January 6,_Ol 1 Owner Salmon Ran Yelm Associates 4 11'ashingron Limited Partnership Architect Zeck 13utlcr Architects, t'.S. West d? I Riverside, Suilr 860 Spokane, N"ashina nn 99'_Q I -Od3 i 1509)46-8'_36 p g~~~~g~ :, . 8 Y: -------- -_---~ ' 'FABLE OF' CON I'EN1'S This Table of Contents is for convenience only. Its acettracy and completeness are not guaranteed and it is not to be cottsidered part of the Project Manuat. t_F.GrtL CO aTRACTUAL DOCL~fEA'TS Invitation for Bids RDlnsrnrction 19?4-S instructions to Bidders .AIA Doctmreru A %01-1997 Attachment to AL1 Document A701-1997, InsVuctiotu to Bidders RD htrtnrcrtan 19?4-A, Guide 1, Attachment 1 Bid RD lnctructian 1924-5 Bid Bond RD Instruction 1924-A, Guide 1, Anachment 4 ' Standard Form of Aercement Between Owner and Contractor where the basis of payTrtent is a Stipulated Sum .4L4 Uocumenr A101-?007 Attachment to AL4 Document .4101 - 2007, Standard Form of Agreement Between Owner and Contractor ' RU Instruction 19?-f-A, Guide 27, Attachment 3 Certificate of Owmer's Attorney RD Iracrructian 1924-A. Cuide 1, Attachmen! 7 Cencurrcncc Rp Insrnmtinn J9'4-.R, Guide 1, Attaelament 8 Compliance Statement GSUA Form RU 400-6 (Rev 4-OOJ ' General Conditions of the Contract for Construction .dI,9 Uocument,4101-?007 Anaclnnent to A1.4 Document AZO1-2007, General Conditiotu of the Contract for Conswction R1~Instnrction 1914-A. Guide?', Anuchmcnt 4 Equal C-mployment Opportunity Convact Complinncc Notices Ifus'hinglun lnslnrction / 944-L•', Gtride 7!.41 Notice to Prospective Subcontractors of Requirements far Cettiftcations ofNon-Segregated Facilities Certification of Nb Identity of huerost (101) Fon>r RU 3566-30 /0?-OSl Ideutiry of Interest Disclosure'Qualilica[ion Certificstc teruttcanvn for t:ontracts, aran[s ono Loans Fm17.41nstnrctiun ,'940-Q, tzhibit.4-1 Disclosure of l.nbbying Activities ,Standard Farm LL1. /Rcw. 7-97) Certification Regarding Debarment, Suspension, Ineligibility and Valuratttr_v Exclusion - Lawer'Fier Covered Transactions H'nrm .4D-1048 (1.'911 Partial Payment Exlimale l~ ann RD 1924-18 /Rc~• 6-97) Contract C'hanee Urder form RD 19'4-T IRev. ?-971 Payment Bond Rlt bumrction 1924-.4, L• zhibit i' Perfomtance Bond ' RDlnslrzresiuaa 19?4-A, E:rhihit G Votive ofAward RD ln.rtrmsian 19?d-: }, Guide 1, Attachment ~ Notice to Proceed . kI) Lrstrucrion 19ZJ-A, Garide 1, Attachmcm 9 0810 l:4BLE OF CONTENTS Page 1 DMSION * I - GEN1sKAL REQUIREMENTS Section 01010 - Summon of Work Section 01050 -Field Engineering Section 01200 -Project Meetings Section 01300 -Submittals Section 01400 -Quality Control Section 01500 -Temporary Services, Facili[ies and Controls ScctionOlG00 Products Section 01700 -Project Closeout Section 01800 -Sustainable Design Requirements Section 01900 - Conswction Waste Management DIVISION #2 -SITE WORK Section 02100 - Dcmolition!Clearing Section 02200 -Earthwork Section 02500 - Si[e Drainaee Section 02550 - On-Site Utilities Section 02G00 -- Paving R: Surfacing Section 0271 I -Steel Fences and Gates Section 02800 -Landscape Development Section 0''810 -Irrigation DNISION ~.i -CONCRETE Section 03100 -Concrete DNiS10N »5 -METALS Section 05000 -General Rcyuirements for Metals Section 05500 -Metal Fabrications DIVISION rib - Vb'OOll .~Nll PL_AS'CICS Sectiou 06100 -Rough Carpentry Se. t i u^ i lb? 00 -Finish Carpentry Sectio^ finlll -Preservative Treated Wood DIVISION :+7 -"iFIF.RMAL AND MOISTURE PROTECTION Section 0? 150 - Dampproofmg Secton 07200 -Insulation Section 07300 -Shingle Roofing TAESLF, C)F CONTF.\TS (Conlin ed Section 0i4G0 - Cetnentitious Siding Section u ;titi)U - F1ash'me and Sheet Meta] Section 0%631 -Gutters and Downspouts Section 0-900 - ScalanLS DIVISION t+8 -DOORS AND WINDOWS Section 08200 - 14'ood Doors Section 08500 - IL'indows & Patio Doors Section 08700 -Hardware and Specialties 0810 T.AE3LE OF CONTENTS Page 2 DIVISION ~I -GENERAL REQUIREMENTS Scction 01010 ~- Summsrv of Work Section 01050 -Field Engineering Scction 01200 -Project Meetings Section 01300 - Subminals Section OI~OU - Qttaliry Control Section OI500 -Temporary Services, Facilities and Controls Section 01600 - Producu Section O 1700 Project Closeout Section Ol R00 - Sustainnble Design Requirements Section 01900 -Conswction 1A'astc Management DIVISION ~2 -SITE WORK Scction 02100 - DcmolitioniClcaring Section 02200 -Earthwork Section 02500 - Sice llrainage Section 02550 - On-Site Uriliries Section 02600 -Paving 8 Surfacing Section 02711 -Steel Fences sod Gales Section 02800 -Landscape Development Section 02810 -Irrigation Scction 05000 -General Requiremenu for Metals Scction 05500 - Metal Fabrirttions UIV1SlON ~6 - WOOll AND PLASTICS Section 06100 -Rough Carpentry• Scction OG200 -Finish Carpentry Scction 0631 I - Presen•ative Treated Wood ll1VISlON : 7 -THERMAL AND MOISTURE PROTECTION Section 071$0 - Dampproofing Section 07200 -insulation Section 07300 -Shingle Routing TAALE OF CONTENTS tCominuedl Section 07•[60 - Cemrntitious Siding Section 07600 - Flashine and Sheet Metal Section (17631 - Gutter.. and Downspouts Scction 0'900 Seslanu DIVISION N8 -DOORS AND ~4'L~-DOW'S Scction 08'_00 - \Vood Doors Scction ORSOU - \b'indm+'s R Patio Doors Section OR700 Hardware and Specialtirs oRla 1 I'AIiLE OF CO VTEN'fS Pagr 7 TABLE OF CONTE,N~ This Table of CnnlenLS is for convenience only. Its accuracy and compleceness aze not guaranteed and it is no[ to be considered part of the Project Manual. LEGAL CONTRA~TlJAL DOCUML'NTS Invitation for Bids RD lnstructinn 1924-5 Inswctions to Bidders .4/d Dncuntent R.'01 - 1997 Attachment to AIA Document A701-1997, lnswctions to Bidders RD Lutnrc•tion 1924-.4, Guide !..4ttuchmerN 2 Rid RD Instruc•linn 1924-5 Rid Bond XU Invlr:aThm 1924-.4, Guide l..411uc•hment 4 Standard Form of Agreement Between Owner and Contracwr where the basis of payment is a Stipulated Sum AfA Docruuenr.410l-2007 Attachment to AlA Document A 101 -1007, Standard Form of Agreement Between Owner and Contractor RD Instruction 1924-A. Guide 27, dttachment 3 Certificate of Osmer's Attomev RD Instruction 1924-A, Guide 1, Attachment 7 Concurrence RD Instnation 1914-r1, (iuidc 1, rlttacJrnrenf 8 Compliance Statemem GSD,4 Form RU 4D0-6 /Rev 4-OU! General Conditions of the Contract fur Conswction A1.4 Docttn+enl.~U!-100' .4nachment to AIA Document A201-2007, General Conditions of the Contract for Conswction RD Jnsrrvctinn 19_'4-A, G+ride 2', ,flmchntent 4 Equal Employment Opportunity Contract Compliance Notices H'ashinF,tnn Instruction 194.1-E, Guide 7/?fi Nuticc to Prospective Subcontractors of Requirements fur Certifications ofNon-Segregated Facilities Certification of Nu Identih• of Interest (IOl) Fnrm RD 3560-30 (03-fi5} Identity of Interest DisclnsureiClualification Certificate Fnrm RD 3560-3 J (0?-1JSj Cettification lur Contracts, Grants and i.oans Fm Ha bsrtructinn 19x0-Q. F_thrhrt A-1 Disclosure of Lobbying Activities Srandurd Form LLL /Krv -9 j Certification Regarding Debarment, Suspension. Ineligibility and Voluntary Exclusion -tower Tier Covered Transactions Form .qD-! 04S (1 '93) Partial Payment Estimate Fnrrn RU 1914-1N (Rev 6-97J Contract Change Order Furor RIJ 1934-? !Beat 1.9i f Payment &mll RD butruction 1934-:R FchiGir F Performance Bond RD l++srnlction 1914-.4, Exhibit G Notice of.4ward RU huuuc•tinn 1914-.d, Guide 1..4nachmenr S Voticc to Proceed RD b+struetinrt 1914-A, Guide L : I ttac•hnrenr 9 0810 TABLE OP CONI'LNTS Page I 1 nrvrsroN R9 - FrNlsxes Section 09'_50 -Gypsum Wxllboazd Section 09610 - Resilizn[ Flooring Section 09680 Carpeting Section 09900 -Painting llIVIS1ON Rl0 - SPECIALTIES Section 10250 -Fire Ficltting Devices Section 10500 -Miscellaneous Specialtie9 Section lOR00 -Toilet and Bath Accessories DIVISION all - E~U[PMEN''I ' Section 11900 - Rzsidcntial Equipment Section 119>0 -Cabinets and Countertops DIVISION N I ^_ - FLR~iiSIi1TSG5 Section 12500 -Window Treaunent DFViSION a15 - MECFL4N]CAL ' Section 15000-Mechanical Section 15300 - Fire Protection DIV[SIUN HI4 - E[_.ECTR[GAL Section !4000 -Electrical Section I4?21 -Fire .Alarm '"FND OP i:A13LE i)F CONTENTS"' 0810 TABLE OF CONI'?ITS Page 3 OSUA-FmHA Form RD 14.4-5 IRN R-~J) INVITATION FOR BID (Construction Contract) /.~Oanrt ofCbrner/ (Plata) (Date) FORM APPROVLU DM- NO 0575.ppd] /.4ddsess, /nduding7.IP Cndr/ r ^ a. m. SEALED BIDS, subject to the conditions contained herein, will be RECEIVED until t ^ p. m. and then opened, for furnishing all materials and performing all work For Plans and specifications, not exceeding two sets, may be obtained from will Form FmHA 400-6, "Compliance Statement", { will not } be submitted with this bid, ^ will Surety bond in the amount of the contract price { ^ will not } be required Liquidated damages for delay wdl be Payments will be made as follow Bids must be submtted on the last page of this form, and the successful bidder will be required to execute Form RD 1924-&, "Construction Contract", and must comply with the "Notice of Affirmative Action to Ensure Equal Employment Opportunity", required by E, 0. 11246, the "Equal Opportunity Clause", published at 41 CFR 60 - 1.4 (a) and (b), and the "Standard Federal Equal Employment Opportunity Construction Contract Specficabons", required by E 0. 11 246. which follows: F'on6C rCpOdlRg At126,7 /af LN; GJVCkO~ >r Tr'JnnabM 'a ear.'mdrP~ .b dveragc r5IDrnulef For 29VCnae, indut4ng fha time M!taviewing InalnMntln3. SBaThiGg crmnrq Data sourcoa gafhedng znd ^ainLming the Dote xvu1M. and comF16Cn9 and revtzw.mg the cNlecfinn of m/ormotion. Send commznts rogaaling fh/a Cordon eshmara or any oMw esxc! of thV coNactim of in!onneoon, fr,Gcting wggvsCOns 67r reomng Ws Curren, fo Depen•::enf v/AgncoBure, C,berance Oficar, OlRM, AG Aos 7G3U, 'Nashingfon, D. C. 2LZb.7 end fo ;ne CMCO o/Management and Budget na0ernork ,4educbon Prvrocf (OMB WO. U57 5-Lt7712J, WasMnpron, D. C. 20AY A'eeae GO N07 REri:.4N fMs lcT fo ether of tMae arorosses. Porv;a•D 5 Fm,tiA cNy Position 4 till t9.4-i (Rev. 8-93) NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL EMPLOYMENT OPPORTUNITY (Executive Order 112461 EQUAL OPPORTUNITY CLAUSE (41 CFR 50-1.4 (a) and (b) (1) The contractor volt no! discriminate aea~nst any employee or aRdlcanl ter employment bewusa o1 rare, eptor, religion. sez or national cngm. ihP ror>tractor wll take afirmalive action to ensure that applicants are employed, entl that empbyees ore treated during employment, wi!hout regard !o ingir race, color, religion, sex or national grlgm Such action shall include. Dut not De Ilrtutetl, to the following: employment, upgratling, demotion or transfer, recruitment or rersultmonl atlvenlsing; laycfl or tenninetion; rates of pay or other forms of compensation; and saleilion for fralnirg, induding apprenllceshlp. The contractor agrees to post In conspicuous daces, available to employees and applicants for employmern, rwtices to be provrtled by the Fannors Home Administration seating fonh the provisions of this nondiscnminallon dausq. (2) The Contractor will, in all sollcifaNons or advertisements for employoos prated try ar on behafl of the cpntradgr, state Nai all qualified applicants volt recewe consideration for employment wllhoul regard to race, color religion, sex or national origin, (3} The contractor will sent tp oath lah~r union or represontallvd of workers, vrtlh wnicn contractor nos a collective bargaining agreement or otl:er rontrad ar undersiandino, a nolicu, to be provided dy the Farmers Home Adminlslretion, advising the said labor union or wgrker5' representative of the ddntraclors commitmeris under this agreement as required pursuant of Section 30t of Executive Order ~ 1246. of Sep:embar 2a, tgES, and shah pest copies of the rtotlde In conspicuous places available to employees and applicants for employment (4) The contractor will comply with all pmv+slons of such Executive Order entl of ell relevant Mes, regulations. aria orders of the Secretary of Labor and of any poor 9uMOdiy vmiUt remain In efled. (3) The Conlrador vnh fumrsh alt information and reports roqulred by such Executive Ortler, rules, regulations, and orders, or pursuant Mrereto, and wi!I pecmil access to books, rewrtls, and accounts by the Fanners Home Administration end Ute Secretary of Labor lot purposes of mvestipation to ascertain compliance with such rules. regulahons, and orders. (6) In Lhe event of the conlrador's noncomprience with the nontllsdlmination clauses o1 this contrail qr wnh any pf the said rules, regulations, or orders. this contrail may bo canceled. Igrminated or spspentletl in whole or m part and the conracor may be deUarea Inellgable for iunher wnuarfs m accordance wain the Procedures authorized In sack Executive Order ant such ether sancllons may be imposed gad remedies Invokes as provided m the Executive Order or by arrysuch rules, regulations. or orders, cr as atnenvise provioed by :'aw, p) The rnntrador vAll mdude the pmvis+ons of pamgrzphs ; tj tnrough 0} In every subconlrail or purchase order, unless exemptod by such colas, regulations, or orders. se that such provisions will be binding upon each s~dch subcontractor ar vendor The conirador will tako such action as the Farmers Home Adminisl: atlon may direct as a means of enforcing such provrslors. Including sanctiors for noncompliance Provided, however, that in the evens the cenlrailor becartms mvotved In, or Is Ibreatenetl with, litigation with a subcontractor w vendor as a result of such direction M ;he Famrers !-ome Adminis;ration. Ue rAntroclor may request ll>e United States to enter into sudr litigation to protect the Interest cf the Untied Staley RD 1924-5 Date _ _ City DOL Region Goals and Timetables for WOMEN (Exhibit D, FmHA Instruction 1901-E) Timeubl< Trade Gonl ('>I From 4-1-78 until 3-31-79 All trades 3.1 From 4-1-79 until 3-31-80 All trades I S t From 4-1-80 until 3-31-81 All trades I~ STANDARD FF.DF.RAL EOU AL EAIPLUlT1ENT OPPORTUNITY CONSTRUCTION CONTRAC°T ~ SPEC IPIG\TIONS TEX. O. 112J<) .4S LLced In Iltey< ypCq tlCNhnrin a 'COVCrcd arcs" mars the geogrnphicW wren demribed in the nvhcvnnan Cmm wh¢h this convect ruultni; h "Uirettor' mans Dtrecror. Office of F~cm! Cnnvact Compliarrcc Ragmms, Unitas Slutn Uepcr:mrnt of l.etx+r, or ¢rty person to whom Jte fiiieanr Je:eg¢ta nutiwriry; u "Employer idemifiativn number' means Jx Federal Social Srtrnty number, nn dte Employer's !paam:rly Federal Tax Rctum, U.S. Treasury ~epanmrnt Farm 941 aznem to enxurc squat cmploymen[ opprmunlry. The evaluunan of the Contmctorz compii¢nee w:eh these specificstinns shall he bassd cpon iy effort W achieve maximum rnu15 from m actions. The Cammewr shal drxument these eRons .rally, end shell imp)emenl alfitmnlivc nctirm Asps nl lays m extensive ay the follnwmg~, a E:tvwe artd meminm n worlung rnvwnmert flee of hrvaszrnem, intimulNllnn, and cnexton nt ell sites. and m ell iMdibcs m which :he Cammcmts cmplvyce are assigned m work The Convector, where pnsvhie, wdt assign Iwv m mot; women :o eoch wnatrucdon protccs. Tnc Contractor shall spccfi W IV trtswt tar all Ewemm. sapenntrrdcnts, and other on-vte super- visory pcnnnnd am aware of and carry out tfx Can- Iraaul's obbgauvn to m4irmin such n working arviron meet wnh specs{¢ anonuun to nunmity w i<mWe mdrviJuaL xork:ng m such srta or m sash fanhua. h Fy:ahlrsh anA mnintnm a cwrenl list uEmhsurily wW female rectwtm: ;t zow;a, pmvtde xnnrn nonricekn-'o mm~arr: and !'enm!< te;nnnnenl snares] v•d m ccm mwurv nrcaniranon5 xlmn Ihr Cnr trngm of is _m„irv lincc na p:uy rtmm opponunric: e:'r.; chic acct mar. anw ~ Ip'ald p( qlf VI gU::If,Jlloll~'v I::FCn-s'CS. cmplmtd h: Rs Conuadu:" thi> setoff be Juvumenlal i:: the hIc xim the -anon therefor, nlnng xtth wMG:var ndsum.^.ai a+linm tlx Cnntrouur may have token d Provide tmmedeate xnt:rn nouneennn m the Uvector when the union or unions xith xhich Ne Convactor has o collecto•e Cnrgemtng agreement hs5 not rcfered to the Conlru~:er n mirwnry pcr..on or +vnman sent 6y the Con eractnr, nr when the fnn:rtemr hss ntlin :nformahon Ihut Lhc anise rcfcrrd prttcs has impcJcd the Cnnvanors eff"ons to mcel ds ohhunuutts. e Urveiup un-Iheyob vainine opponunmcs and~nr partsipazt m awning pmprams for thr atea +ehich expressly mduz!c minonoes and wmmn, mciudmg up~ndscg prog:ums ur.:1 upFsenuccshlp and vntncc prngrn:ns reir:mn to Iht Canvacwfs cmpluymrnt nceda, es;xcialty those programs [wIJeJ ur approved 6y the Ucpartmcn: nl L.ahm Thc Conc. actor shall pmvidc neum of 4.ese programs to the smurces tempi sect mdm 76 aouvc. l)nnnB:InrS wOSI( }OlCC k Vsb:at< ell Tests a:u: otter selection mquiremcna where there is an obhgavnnm du so wWa 41 CPk I'an GG-3. I C'nr>.:uct, el icasr nnnwilly, an mvcntnry and evalu¢Gan e: least of all minurily mW female pason::e! for pmmnnonal oppartunlnn end -ncourag; thex emplo)tts to seek or prepare Cur, through appmpnmt tmm¢g, cm ,such nppnrtunmes m. Ensure tsar ¢mnnty prucbces. ;uvciuss- 1licauons, work amigmnsa m:J vibe: pcrsnnnd pracnrcy, do not havC n discrntinafnry cA~m by rommual;y monimrinq al' pcrxnnnd and ttnplcy- menl ¢IuteJ aelivitiey to savors tYutt the EeO pciicv vnJ the L'unuactuisuhheitoru under these spxiF.cSUOns are bung craned cut n Ertvurc thm all focJnics and compam acuvnses aze nor zegmgeuV except lhu: s<parul: ui sirgio~avet lutist unJ necessary c^angmg fmr.arcs shail ix provided Ie:wurc privacy hctxccr :hc zczcs rzp Iszn-a o. Gccument and malntaln a record of all solicda6ons of offers for subcontraMs from minonry and female consirucion cantrac tnrs and suppliers, Including aroulabon of solicitations to minority and female contrac- [Cf dSSOClatloflS and 0[hef bUSlOess associations 0. Conduct a review, at least annually, of all supernsors' adhererce to and pertor- mance .~rni~r Ste Ccntractx's EEO policies and aff err Brae action obliq~tcns 8. Ccrcrarbs.-s are anccurar,Ptl to c~anici- ed as a ~n shall not b2 a noncompliance. ties and a sepa- have been estab- non-minonty aor may be in vio- er if a particular rstan;ially dispa- even though the s goals for woman ta'y be in viola- if a specific m~ nderutiiized). not use the goals +e action stan- tst any person be- n, sex, or national not enterinto >erson or firm de- opportunity If the Con;ractor fails to comply with the requirements of the Exea five Order, the implementing regulations, c these specifications, the Diractor shall pro teed in accardance with 41 CFR 6"-d,8. t4 The Con;ractor shall Cesignata a re- spcnsible official to monitor all employmer related 2cttviry to ansure that the company EEO poGCy ~s being carried out to submit reports relafirg to the provisions hereof as may be raquved by the Government and t keep records. Records shall at least Inc!u for each employee the name, atldress, teb phone numbers, construction trade, union affiliation, If any, employee Identification numder when assiened. social seventy the Community Development Block Granl Program). i ; , r,ght is reserved, as the interest of the owner may require, to reject any and all bids, to waive any rtx:~~ra~~_ry in bids received. and to accept or reject any Item of any bid unless such bid is qualified by speck i n~nt._~ t r n Envalopes containing bids must be sealed, marked. and addressed as follows: Bid for To be opened I AJJrc ss, /nrlnd+ng Z/P Cn~irl iAJdress, Inclrr<ti+rx ZIP Cnri~l RP tUld-S Document A701'" -1997 instructions to Bidders forthe /ollowing PROJECT: (,\'ame and lacatiat or addressl.' Samples THE OWNER: (:Vmne and address): THE ARCHITECT: !.Nhme and address): 1 DEFINITIONS 2 BIDDER'S REPRESENTATIONS 3 BIDDING DOCUMENTS 4 BIDDING PROCEDURES 5 CONSIDERATION OF BIDS 6 POST•BID INFORMATION 7 PERFORMANCE BOND AND PAYMENT BOND 8 FORM OF AGREEMENT BETWEEN OWNER AND CONTRACTOR ADDITIONS AND DELETIONS: The author or this document has added INormation naodod'or its completion. The author may a4o nave revised the text of the orlglnal AIA star4ard loan. An Aoditrons arxf Deletions Report that notes added Intonnatlon as well as revisions to the standard form text Is available 'rom the author and should be renewed. A vertical Ilne In the IeN margin of tots document inQicates where the auMor has added necessary mlonnallon and wl:ero the author has added to or deleted from the orlglnal AIA Iexl. ThI5 document has imponanl legal consequences. Consultaticn with an anomey Is erx:ouraged with respect to Bs wmpletion or modification AIA Document A791 TM - 1997. Copyrigitl 'C'970, 79?I, 1479. ; 987 and N9? ay The Amerun Insotu;a of Awhiteds. All rights nssorved. WARNING: This AIA Document Is protxled oy U.S. Copyrlgm Law and Intomational Treaties. Urwtharized reprotluctlon a dlatrWutlon of Ihta A14` Document or ~ any portion of It, may result In severe civil one crhnlnal penaelea, antl wal bo prowcutatl to the maximum event posslole uneer the low, Th;s or_.men•, was orMxed 6y AIA. wY.were ar t it t 39 nn 05't2:2008 unoer Order No.1000t 889fi5_I which exo.ree nn &t S'Moa. ono A ro[ for resale Usn Notcs: +:,8:~4a2365', ARTICLE 1 DEFINITIONS § 1.1 Bidding Dcx;un;en[s iuchide the Bidding Requiremen[s and the proposed Contract Dtxuntents. The Bidding Requsemen[s consist oC the Advenisement or Imitation to Bid, inswetions to BiJdcrs, Supplement: ry Inswctions to Bidders. the bid form. and n:her satnple bidding and contract fonns.'I'ht proposed Contract Documents cotuist of die form of Agreemen[ between the Owmer and Contractor. Conditions of the Convict (General, Supplementary and other Condironsi, Drawings, Specifcations and till Addenda issued prior [o execution of the Contract. § 1.2 Dcrinitinns set fonh in the General Conditions of the Contract for Conswctinq AIA Documen[ A2UI, or in other Cnnvact llpcuments arc applicable to die Ridding Documents. § 1.3 .Addenda are written or graphic ins[ruments issued by the .Architett prior to the execution of the Convict which modify or interpret the Bidding Documents by additions, deletions, clarincations or corrections. § 1.4 A Bid is a a>mplete and properly executed proposal to do the Wurk for the sums stipulated therein, submitted in accordance with the Bidding Documents. § 1.5 The Base Bid is the Stan stated in the Bid for which the Ridder offers to perform the Work described in the bidding Documents as the base, to which Rork may be added nr from which Wurk may be deleted for sums stated in Alternate Bids. § 1.6 An Alternate Bid (or Altemme) is an amount stated in the Rid to he added to or drduaed from the amount oC the Base Bid if the cevesponding change in the Rork, as descrbed in the Bidding Documents, is accepted. § 1.7 A Unit Price is an amount sorted in the Bid as a price per unit of measurement for materials, equipment ur services or n penion of the Work as described in the Bidding Documents. § 1.8 A Bidder is a person or entity who submits a Rid and who meets We reyuirements set fonh in the Bidding Documents. § 1.9 ASub-bidder is a person or eotity who submits a hid to a Ridder for materials, cyuipmcnt or labor for a poniun of the Werk. ARTICLE 2 BIDDER'S REPRESENTATIONS § 2.1 The Bidder by making a Bid represents than. § 2.1.1 T'hz Bidder has read and understamis the Bidding Documents or Contract Documents, to the extent the[ ouch dxumenlation educes to the Work for which Uic Bid is submitted, and for other portions of the Prujec4 if any, being bid concurrently or presently under conswctioa § 2.1.2 The BiU is made in compliance with the Bidding Documents. § 2.1.3 The Bidder has visited the site, become familiar wah local conditions under which :he Work is to he performed and has correlated the Bidder's personal observations with the rryuimmcnts of [he proposed Convict Documents. § 2.1.4 The Rid is based upon the ntaterisLs, cgtupmen: and systems required by the Bidding Documents without exception. ARTICLE 3 81DDING DOCUMENTS § 3.1 COPIES § 3,1.1 Bidders may obtain complete sets ul'the Bidding Documents from :he issuing uflicc desi~msied in the Advernsement or lnvitatiun to Bid in the number and for :}tt deposit sum, il' any, gated :herein. The Ceposit will be mlundcd to Bidders who suhnut a bona Ldc Bid and rctum the Biddine f>ocnwcnis in euud condition within ten days after receipt of Bids. The cost u( replacement of messing or dxmageJ ducumenrs will he deducted from the dcpesu. A Btddcr receiving a Conn•ac[ award may retain the Bidding Documents and die Bidder's deposit wilt he refunded AIA Document A701 n' - 1947. Gopynghf T~ ti70, t47a, 1978. ;9a7 am 139; by'lq American Ir=titulo cf Architects. All rlghis reserved. t'rAnNING: Tnls 0.1A° Document is protac:ed by U.S. Copyr,ghl Law and Intomational ireanas- UneulhoNaetl reproduction or tllslNbulion of this AIA°' Document, or rt any pornon of II, may result In severe dull and cnminal penMlles, rand will be prosecuted Io rare mevunum extent possibtc antler the law, TF~=_ rlnnimnnt wvs podwod ty AIA sotM'zre at 15'.11:39 cr p5, 2r X05 unecr OrGar Yat0001 hS956 t WhKY eeplrC"+ ur. a 1S'2JOC. anC i5 rot for rE3al.. User Noes: (3G:.3d232$1 § 3.1.2 Bidding Documents will not be issued directly to Sub-bidders utilcss specifically offered in the .4dvertisemen[ or Invitation to Bid, or in supplementary instructions to bidders. § 3.1.3 Bidders shall use complete sets of Bidding Documenw in preparing Bids: nether the Owner nor Architect assumes mspunsibility Cur errors ar misinterpretations resulting from the use of incomplete see of Biddutg Documents. § 3,1.4 The Owner and Ar.^hitect ^tac make eepics of :he Ridding Documents availai+k uu the above terms Cur the purpose of o^tnining Rids nn Iht Work. do li:,nn nr rcvn of ace is enr.frr-ed h} isseance c•f ropier of the Bidding Dacmnrnts. § 3.2 INTERPRETATION OR CORRECTION OF BIDDING DOCUMENTS § 3.2.1 The 13iddtr shall carefully study and rnmpart the bidding Documents with each other, and with other work being bid wncurrcntly or presently under construction to the extent that n relates to the Work for which dte Bid is submitted, shall examine the site and h~cal conditions, and shall at once report to the Archi[eet errors. incansistcncies nr ambiguities discovemd. § 3.2.2 Bidders and Sub-bidders rcyuiring darificatinn nr interpretation of the Bidding Documents shall make a written request which shall mach the Architect at least seven days prior to the dart for receipt of Bids. § 3.2.3 Interpretations, corrections and changes of dte Bidding Documents will be made by Addendum. hricrprctations, corrections and changes of the Bidding Documents trade in any other manner will not be hinding, and Bidders shall nut rely upon them. § 3.3 SUBSTIMIONS § 3.3.1 The materials, products and equipment described in the Bidding Documents establish a standard of required function, dimension, appearance and qualit}' to he met by any proposed substitution, ' § 3.3.2 No substitution will be considered prior to receipt ul Bids unless written request far approval has burn received by tht Amhitcct at lean ten days prior to the dstc for receipt of Aids. Such requests shall include the name ol• dte material or equipmeN for which it is to be substituted and a complete description of the proposed substitution including drawings, performance and test data, and other information necessary fee an evaluation.:\ statement setting forth changes in other materials, equipment ur other port;ons of the Vb'ork, including changes in the work of other convacts that incorporation of the proposed substitution would reyuim, shall be included The burden of proof of the merit of the proposed substitution is upon the proposer. The Architect's decision of approval or tlisappmval of a proposed substitution shall he final. § 3.3.3 If the Archite<t appmves a proposed substitution prior to mccipt o(Bids, such approval will be set forth in an Addendum. Bidders shall not rely upon approvs)s made in any ocher manner. § 3.3.4 No subsiilutiotts will be rnnsidered after the Contract award unless specifically provided for in the Cuntruct Uoaunents. § 3.4 ADDENDA § 3.4.1 Addenda will be aansmitted to all who are known by the issuing office to hove mccivcd a complete set of Bidding Uucuments. § 3.4.2 Copies of Addenda w111 he made available Cor inspection wherever Bidding llucumcnts are on file for that purpose. § 3.4.3 Addenda will be issued nu later than four days prior to the dart for «ceipt of Rids except an Addendum withdrawing the rcyucst far Bids nr one wWch in.•ludes postponement of the dale Ibr mccipt of Bids. § 3.4.4 Each Bidder shall ascertain poor to submitting a Bid tha[ dte Btddrr hat « ccived all Addenda issued, and the Bidder shall acknewded_e their receipt in the Bid. A1A Document A701"+' - 1997. Copyhght ~ 1570.:978, 197tl. r 98? era 1~371:y Tre Arnn•,:mf Ire: note o' Amhi;ems. All ngMs reserved. W ARNItIG. Tam AIAe Document Ic protected by U.S. Copyright Law antl Intornmional Treallea. UnaWhahed rop.oduclion o+ disMbutlon of Ihls AIAa Docmnonl, nr .~ eny Donlon al n. may rarer in severe civd and criminal pennllla, and rill be prosecuted to the mnnmum rrtnnl possiblo under rho law. This doCUmrcl mu prnJUCad by PIA 2Rwue =_t i 5.1 I.gc r GSY 2~7L9G antler Order Np.raCO+88956_1 which erp.rr,•y ;~r, 6~-S~3pC5, and ^qt for ¢7sle- Uaer Notes ;385:823aij ARTICLE 4 BIDDING PROCEDURES § 4.1 PREPARATION OF BIDS § 4.1.1 Bids shall nc suhmnted on the forms included wah the Ridding Documents. § 4.1.2 All blanLs on the bid form shall bt legibl}• executed in a nontrasable medium. § d.1.3 Sums ;hall be expressed in both words and ligures. Tn case of discrepancy, the amount wTittea in words shall vern. § 4.1.4 Tnterlinearions, alterations and erasures nwst be initialed by the signer of the RiA. § 4.1.5 All reyucstcd Alternates shall be bid. U no change in the Bast Bid is requved, enter "No Change." § 4.1.6 N'htre two or more Aids for designated portions of the Work have been rcyucsted, ehe Bidder may, without forfeiture of the bid security, state the Bidder's refusal [o accept award of less than the combination of Bids stipulated by the Bidder.'phe T3iddtr shall make no additional stipulations on the bid frn•m nor yvalifi' the Rid in any other manner. § 4.1.7 Each copy of the Bid shall state the legal name of the Bidder anJ the nature of legal form of the Bidder. 9'he Bidder shall provide evidence of legal authority to perform within the jurisdiction of the Rrork, Each copy shall be signed by the person or persons legally authorized to bind the Bidder to a concoct. A Did by a corporation shall further give [he salt of incorporation and have the c-urporate seal affixed. A Rid subrttitted by an agent shat) have a carcem power uC attome}' attached certifying the agent's awhnriry in hind the Bidder. § 4.2 BID SECURITY § 4,2.1 Each Bid shall be accompanied by a bid security in the form and amount rcytrired if so stipulated in the htsWCtions to Bidders. The Aidder pledges to enter into a Contrxt with the Owner nn the [cans crated in [he Rid and will, if required, furnish bonds covering the faithful per(ormancc of [he Conttact and payment of all obligations arising thereunder. Should the Bidder refuse to entry into such Contractor fail to famish such bonds if required, the amount of the bid security shall he forfeited to the Owner as liquidated damages, nut as a penalty. The amount of the bid sccurty shall not ht forfeited to the Owner in the event tits Uwmcr fails to comply with Section 6.:. § 4.2.2 h u surety bond is required, it shall be wrhten nn AIA Document A?I0, Bid Bond, unless o[herwise provided in Ute Bidding Documents, and the :rttomcy-in-fact who executes the bond un behalf of the surety shall affix to the hood a certified and current copy of [he power of attomty. § 4.2.3 The Owner will have the right to retain the bid serariry of Ridden to whom an award is being considered unnl either ra) the Contract has been executed and hoods, if required, have been famished, or (bl the specified time has elapsed so that Rids may be withdrawn or tcl all Bids have been rejected § 4,3 SUBMISSION OF BIDS § 4.3.1 All copies of the Rid, the bid securit}•, if any, and any other documents required to be >ubntitted wiilt the Bid shall he enclosed in a scaled opaque envelope. "I'he envelopr shall ht addressed to the party receiving the Bids and shall be identifitJ with the Pmiect name, the TiiJl.lrr's name and address and, if applicable, the designated portion o[ the Work for which the Bid is suhnilned. If [ht Bid ix sent by mail, the sealed envelope shall be enclosed in a separate marling envelope with the notation "SEAI-ED RlU UNCLOSED" an the fare thereof. § 4.3.2 Rtds shall be deposited at the designated location prior to the time and date for receipt of Bids. Bids received alYa the time and dale for receipt o[ Rids will be resumed unopeneil. § 4.3.3 T'he Bidder shall assutnt full responsibility for timely tJclivcn• a[ the loca[ion designate) Tor receipt uT Rills. § 4.3.4 Oral. telephonic, lelt~'raphrc, facsimile or irthrr tltetrunicallp transmitted bids will nut bt considcrcd. § 4.4 MODIFICATION OR WITHDRAWAL OF BID § 4.4.1 A BiJ ma} nut y modified, wiihdrawn ur canceled by the Bidder durinn the stipulated time period following thc• time end date designated tar thr rccrint of Bids, and each Kidder so ;:,:rocs in suhmiaing a Tiid. AIA Document Alat~ - 1947. Copyrigm e~ 197u, 19'9 '.9'a, 13i;'i am: t437 u, Tie i,rtyric6n Irsrt:ne n! ArrhCecl^,. All rlghte nserved~ WARNING: This AIA° Document is protected by UB. Copyr4ght Law and In'srnetlonsl Treauae. Unoulhonectl roprotluction or Olsirloullan of this AIA Document. or Q any portion of It, mny rccult in severe civil sntl atmmal penaltios, end will be prose<utetl Ia the manmum oztent possrhle under the Inw, l nis dredmanl w'u pwc ~r_ tj A r' s~'tnse et f 4' f 94 nn fin.?;pep. ;nder C4tl6r P)0.' flti?t 9d355_t ~wbich uapirE, o~ a~ 15:74ah. end rOl br +VS8I8- U6er Nme6: i'+85<E.'3851 II § 4.4.2 Prior to the time and date designated fur receipt of Bids, a Bid submined may be modified or w~ihdrawn by notice to the party receiving Bids at the place designated (or receipt of Bids. Such notice shall be in writing over the siguature of the Bidder. W'rinen confirmaoon over the signature of the Biddtt shall be received, rind date- and time- stamped bythe receiving pan on or before the date and time set for receipt of Bids. A change shall be so worded as not to reveal the amount of the original Bid. § 4.4.3 W'ilhdrawn Bids may he ¢submined up to the dare and time designated for the receipt of Bids pros~ded that d1e}' arc then tally in conformance with these Instructions ;o Bidders. § 4.4.4 Bid security, if required, shall be in an amount sufficient for the Bid ns resohmiired. ARTICLE 5 CONSIDERATION OF BIDS § 5.1 OPENING OF BIDS \: rl:e d!~cretimt of die Uwner, if stipulated in the Advertisement or invitation to Bid, the properly identified Bide :~:~:'~ • ~~~:I ~;1 Mme will be pubbdy opened and will he read aloud. An abstract of [he Bids may be made available to § 51 REJECTION OF BIDS The C}wncr shall have the dgfit [o reject any or all Bids. A Bid not accompanied by a reyuircd bid security or by other data required b}' the Bidding Documents, or a Bid which is in any way incomplete or irregular is subject to rejection. § 5.3 ACCEPTANCE OF BID (AWARD) § 5.3.1 It is the intent of the Owner to award a Contract to the lowrst qualified Bidder provided the Bid has been submined m acrnrdance with the requirements of the Bidding Documents and does not exceed the funds available. The Owner shall have the riglu to waive informalities and irregularities in o Bid received and to accept the Bid which, in the Ow'nrs'sjudgment, is in the Owner's own best interests. § 5.3.2'1'he Owuer shedl have the right to accept Alternates in any order or combination, unless otherwise specifically provided in Ute Bidding Documents, and m determine [he low Bidder on the basis of the sum of the Barr Bid and Alternates accepted. ARTICLE 6 POST-BID INFORMATION § 6.1 CONTRACTOR'S QUALIFICATION STATEMENT Bidders to whom awvud ~r(a Contract is under wnsidemtion .hall subtuit to We Architect, upon reyucst, a properly executed AIA Document ~\ii15. Contractor's Qualification StatcmenL unless such a Statement has keen previously required and submitted as a prerequisite to the issuance of Bidding Documents. § 6.2 OWNER'S FINANCU+L CAPABILITY The Owner shall, s the request of the Bidder to whom award of a Contact is under cnnaideration and no Inter than seven days prior to the expiration of the time for w^thdrawal of Bids, furnish to the Bidder reasonable evidence char financial +trrangemenls have been made to fulfill the Owner's obligations under the Contract. Unless such reasonable evidence is furnished, the Bidder will riot he require) to execute dtc Agreement between the Owner and Contractor. § 6.3 SUBMITTALS § 6.3.1 The Bidder shall, as soon a5 practicable or us stipulated in the Bidding Documents, after notification of selecuon fns the award of a Coutruct, furt»sh to the Owner through the Architect in writing: .1 a destgnu[ion of the Work to he performed with the Bidder's own forces: .2 names o} the manufacturers, products, and the suppliers o[ prinapal items or systems of materials and equipment proposed for the Work; and .3 names of perwns or entities (including those who are to furnish materials or equipment fabricated to a special designl proposed for the principal portions of the Wnrk. § 6.3.2 'fhe R!dder will be required to establish to the satisfaction of the Architect and Owuer the reliability and responsibility of the persons or entities proposed to filntish and prrfurm the \1'erk described in the Bidding Da: ements. AIA Document A701 ^' - 1997. CapYnptll 2"9i p. I~; 4 15'9. 1507 ono 1597 oY The Americas msu:ute cf An:hnec•~ All rights reserved. WARNING: Pm AIA° Dowmenl is protected by U.S. Lopyrlynl Law end Inlemntlonal Troanes. Unsuthorizod ropraduction or diaMbutlon o1 this AIAs Document, or 5 eny portion of 11, may recult in ssvsre ^vil end criminal penallles, and Will be prosecuted to rho mnxlmum extant possible antler the law. ~ s tl,;cumnn' wo:. prcc~cni by A:4 soYrara a! 15't' 34 an n5: tl'20ifi ::ndn~ Cn1m No,100018835u + w~ -- a~pi•=s cf~ & 15:2C~h, aM Its roc for resale. User NOtes: 13a519:3b51 § 6.3.3 Prior to the execution uP the Contract, the Architect will ne[iry the Bidder in writing if tither the Ow•ocr or Architect, after duo investigation, has reasonable objection to a person or totity proposed by the Bidder If the Owner of Architect has reasonable objection to a proposed person ur entity, the Aidder may, a[ the Bidder's option. (I i wzthdraw the Bid or (2) submit an acceptable subsdwtc person or entity with an adjustment in the Base Bid or A)ternate Bid [n cover the difference in cost occasioned by such substitution. The Owtler may accept the adjusted hid price ur disyualify the Bidder. to the event of either withdrawal or disyuaiihcation,hid security will nut be fatfc3cd. § 6.3.4 Persons and entities proposed by the Bidder and ua whom the Owner and Architect have made no reasonable nbjesaiun must be used nn :he W'urk for which the}' were proposed and shall not he changed except with the written curator of the Owner and .Architect. ARTICLE 7 PERFORMANCE BOND AND PAYMENT BOND § 7.1 BOND REQUIREMENTS § 7.1.1 If stipulated in the Bidding Documents, lire Bidder shall famish bonds :Ducting the faithfui performance of the CDnADCC and payment of all obligations arising thereunder. Bonds may `x secured tluough the Bidder's usual sources. § 7.1.2 If the furnishing Df such bonds is stipulated in rho Bidding Documents, the cost shall be included in the Bid. [f the fumi.ahing of such bonds is required after receipt of bids and before execution of the Contract, the cost oC such bonds shall he added to the Bid in determining the Convect Sum. § 7.1.3 II the Owner requires that bonds be secured from odler than the Bidder's usual sources, changes in cost will be adjusted as provided in We Contract Documents. § 7.2 TIME OP DELNERY AND FORM OF BONDS § 7.2.1 The Aidder shall deliver the required bonds to the Owner nut later than three days following the date of execution of the Contract. If the W-ork is to be eDmtnenced poor thereto in response tD a letter o[ intent. [he Bidder shall, prior to commencemem of the W'otk, submit rvidcnce satisfacn?r}• to [he Uwner that such bonds will be furnished and delivered in accordance with this Section 7._'.I. § 7.2.2 l'nlcss otherwise provided, the bonds shall be wriaen nn :\IA I~~cumcnt A312, PerfotTnance Bond and Payment Bund. Both bonds shall be written in the amount of the Contran Sum. § 7.2.3 llle bonds shall be dated on or after [he date of the Contract § 7.2.4 The Bidder shall require the nttomc}'-in-fsc[ arho executes the reytfvcd bonds on behalf of the surety to affix thereto a certified and current copy of the power of attorney. ARTICLE 8 FORM OP AGREEMENT BETWEEN OWNER AND CONTRACTOR lnlcss otherwise required in the Bidding Documents, the Agreemem for the Work will be wzztten nn AIA Document :1101, Standard Form of F.grcemcn: Between Owner and Contractor L4'hcrc the Basis of Payment Is a Stipulated Sum. AIA Document ATat TM - t997. Cnpyrlpnl ~' 97C,' 975, t+?E. 19R; and 1??. Cy ~ M American Irrltule e1 Architects. All rlgMa resorved. WARNING: This AIA` Document s protactetl oy LLS. Copyright Law and Intematlonal Treeues. Unaulhoi¢ed roproduclfon or dlsVlbutlan of this AIA° Document, or 6 any ponron al it, may result in severe crvd and cnminal ponanles, and will be prosecuted to the maefmum octant possible under tFa law. ':+s donumom was prcc_cad oy AIA ;.Lw=_re a: t S I'.99 or. fiS1:':!UDP unacr Groer Nc. tUUU186956_t which axpirry on aas2v06. and is rut 'or resae User Notes: i,365e223B5j RD Instruction 1929-A Guide l Attachmeot 2 E'age 1 ATTACi!MEN1' TO AIA DOCU tNT A"101-1997, i1JS1'RLICTIGNS TO Dh~L'ERS I'!;e provisions of this AttachrnenC shall delete, modify and supplemer"t the provisions contained in the "Instructions to Bidders," AlA Document A701-1997 Edition. The provisions contained En this Attachment will supersede any conflicting previsions of. the AIA Do~umer.t. The term "Agency," as used in this Attachmr-_r.t, means the United States of. America, acting through the United States Department of Agriculture. ~.F7Tc'LF.. 2, BIDDER'S REPRESENTATIONS Add the following subparagraph: 2.1"5 This Bid has been arrived at independently, without consultation, conmmnication, or agreement as to any matter relating to this Rid with an}' other Bidder cr with any competitor. ARTLCLE 4, BIDDiWG PROCEDURES Add the following to subparayraph 4.1"1: Only one copy of the aid is to be submitted. Delete subparayzaph 9.2.1 and substitute the following: 4.?."1 Ear_h Rid must be accompanied by a bid Bond payable to the Owner for five percent of the Cotal amount of the Bid. Delete subparagraph 4"?."2 and substitute the following: 4.2.2 'f he Bid Bend shall he written on a form identir_al to that inr.ludrd in the Bidding Documents, and 1'hc attorney-in-fart" who executes the bond on behalf of the surety shall affix to the bond a certified and current copy of the power of attorney. Add the words "payment and performance" before the word "bonds"; and add the following to subparagraph 4.2.3: As soon as the Sid prices have been compared, the Owner •aill return the Rend, of all excrpt the three lowest responsible Bidders" 'dhen the Agreement is r_xecvted, the bw:ds of the two remaining unsuccessful bidders will be returned. The Bid Bond of the successful Bidder will be retained until the Fa}vnent Rond and Performance Bcnd have hero execuir-d and approved, after which iG will be returned. (OR-25-99) FW 29fi EiC lnstrucCion 1924-A Guide 1 Attachment 2 Fage 2 ?.d:1 the following to subparagraph to paragraph 9.2 9.2.9 In the case of failure of Che Bidder to execute the Agreement and obtain the Pertonnance Bond and Payment Bond within the agreed time, the Owner may consider the Bidder in default, in which case the Bid Bond accompanying the bid shall become the property of the Oorner. F,dd the following subparagraphs to paragraph 4.3: 4.3.5 All applicable laws, ordinances, and the rules and regulations of all authorities having jurisdiction over construction of the Project shall apply to the Contract throughout. 4.3.6 The Bidder agrens to abide by the requirements under Executive Order No. 11245, as amended, including specifically the provisions of the Equal Oppor*_unity r_lause and Che SCandard Federal Equal Employ7rrenC OpporCunll:y Construction Contract Spe•cificaticns set forttr in the Supplementary Conditions. 4.3.7 Further, the Bidder agrees to abide by the requir=meats of section 319 of Public Law 101-121, which pertains to ]obbying activities and applies Co Che recipients of contracts or subcontracts that exceed $100,000 at any tier under a Federal loan that exceeds $150,000 or a Federal Gran[ that exceeds $100,000. Each Bid shall be accompanied by a completed lobbying certification form identical to that included in the Bidding Cocuments. 4.3.8 The Bidder agrees to abide by the requirements under 7 C.F.R. part 3017, which pertains to the debarment or suspension of a person from participating in a Federal program or activity- Each Bid exceeding $25,000 shall be dccorupanied by a relevant completed certifications form identical to that included in I:he uiddiny Documents. Delete subparagraph 4.4.1 and substitute the following: 9.4.1 No Bidder :nay wilt-idraw, modify or cancel a Bid within 60 calendar days after the actual date of the opening thereof. Should there be reasons why the Contract cannot be awarded wit::^.in the specified period, the time may he ex[euded by mutual agrecm~nt het ween the Ownez and the Bidder, and tare cwicurrence of the Agency. Delete the words ", if required," from ,,^.ubparagraph 9.4.4 RI7 Instruction 192A-A Guide 1 A*_tar.hment 2 Page 3 Delete subparagraph 5.3.2 and substitute the fallowing: 5.3.2 The Owner shall have the riyht to accept Alternates in the sequence listed and to determine the low Bidder nn the basis of the sum of the Base Bid and the Alternates accepted. RRTICLF. 7, FERFORP7P.NCE BOND AND PAYPfEfJT BOND Delete subparagraph 7.1.1 and substitute the follourinq: 7.1.1 Prior to execution of the Contract, tho Bidder shall furnish bonds covering the faithful performance of the Contract and the payment of any obliyatious arising thezaur.der in such form and amcunt as the Owner may prescrib=. Both bonds shall be separately written, each in the amount of the conCract sum. The cost shall he included in the Bid. Delete subpara_~raph -1.1.2 and substitute the fallowing: 7.1.2 Surety companie^. executioy bonds :oust hold a certificate of authority as an acceptable surety on Federal Bonds as lisCed in Treasury Circular 570, as amended, and be aur.horized to transact business in Ure State where the Project is located. Delete subparagraph 7.1.3. Delete subparagraph 7.2.1 and substitute the followiny: "1.2.1 The party Co wh rm the Contract is awarded will be rec;aired to execute the Agreement and obtain a Performance Fond and Payment Aand within ten (l0y calendar days from the date when the flotir_~ pt Award is delivered te. tL-e Bidder. The Notice shall be accompanied by the necessary Agreement and Bond forms. Delete subparagcar:h 7.2.2 and substitute the following: 7.2.2 The bonds shall be written on forms identical tc those included in the lidding Documents. (NOTE: F.ny ar!•aitional provisions that a[e necessary to remain effecr.ive after execution of the Contract for Construction will be ir.:.art=d here and continue in the same format.) 000 (08-26-98y FN 296 BID {PROPOSAL) (:~Sme ~fou nerj l.~iddress, Lx:luding Z1F Crdej In compliance with your invitation for bids dated ,the undersigned hereby proposzs to furnish the material and perform-in a workmanlike manner all the work 1'oc in strict accordance with the plans and specifications for the considtmtion as follows: Item Price and agrees, upon the acceptance of this bid within da}~s after the date of optnine of the bids, to execute Putm FmHA 1925-6, "Construction Contract", in accordance with the bid as accepted, and will gyve a Performance and Pa}•ment laouJ when required, with good and sufficient surety or sureties, within 10 days after lht contract has been presented for sienatufc. I'he Bidder further agrees that if awarded the contract to commtuce the work within calrndar drys after thz execution of the contract and will compltlc the uvrk within calrndar days. 1.4tamrort) !I1;t,m..cs ad.Jres e, inc~dinR LII'C~odel F (7 19'J•i RD Instruction 1925-A Guide 1, Attachment •1 BID BGNU KNOW ALL h1EN BY THESE PP.ES ENTS, that we, the undersigned, as Principal, and as Surety, a:e hereby held and firmly bound unto as OWIQER in the penal sum of for the payment of which, well and truly to be made, we hereby jolntly and severally bird evrselves, successors and assigns. Signed, Chis _ day of _ , 19 The Condition of the above obligation is such that whereas the Principal has submitted to a certain BI U, attached hereto and hereby made a part hereof enter into a contract in writing, lcr the NOW THEREFCRL, ,a) If said BID shall be rejer_ted, or (bl Tf said HID shall be accepted and the Principal shall execute and deliver a contract in i};e E'ocm of Contract a!tachment hereto (properly completed in accordance with said BT D) and shall furnish a BCND for faithful performance of said contract, and for the (sa )Trent of all persons performing labor and/or furnishir,o materials in connection therewiCh, and .shall in all other respects perform the agreement ::rated by the acceptance of said AI^, the r. this obligation shall he void, otherwise the same shall I/2 (2-16-83) P}J Bog RO Instruct ior. 197.4-A Guide ], Rttachmer.t 4 re;nain in force and effect; it being expressly understood and agreed that the liability of the Surety for any and all claims hereunder shall, in no event, exceed the penal amount of this ohligatian as herein stated. The Surety, for value received, hereby stipulates and agrees thaC the obligations of said Surety and its ROWD shall be in no way impaired or affected by any extension of the time within r:hich the OWNER may accept such BiD; and said Surety does hereby waive notice cf any sudt extension. 1N WT TNESS WHEREOF, the C-r incioal and f. t:e ~craty ha+:e Pi=_reunto set their hands and seals, and such of them as are corporations have caused Cher corporate seals Yo be hereto affixed and these presents to he signed by their proper officers, the day and year first set forth above. iL.S•) Principal Surety Ev: IM?ORTAN"t - Surety companies exec0`_ing HONOS must appear cn the 'fr?asury Department's :nest currant list (Cirrvlar 70 as amended) and be authorizes to trar.sa:_t business in the State where tl:e project is located. Pov:cr of Fttozney must be attached. «no 7 /'l. ,a =_= I Document A101'" - 2007 Standard Form of Agreement Between Owner and Contractor where the basis of payment is a Stipulated Sum AGREEMENT made as of the day of in the year !Irr words, indicate dav, mnntll and year) ADDfTIONS AND DELETIONS: The suNOr of thrs document has BETWEEN the Owner: added information needed tw its Cn'arne, legal status, address ant! udlCr infornlatiort/ complefion, The author may also have revised Ih0 [CM d the original AIA 5andard form. Ar. ACCitrons anC Defehbns Repoli that notes atlded Information as welt as revlstors to the s:antlard Corm taxi Is available from me au0lor and should be revlewetl. A and the CODtr¢CfOr: vertical Ilno In the Left margin a! Ihls (;Game, legal status, address and otlur infarmationJ document mtlicetes where the author has added nedessary information and whore the author has added !o w deleted kom the onglnel AIA teed, This document h86 Imponant legal fAn6eQuenc86. ConsullBlmn weh an a¢omey Is encouraged with respect for the following Project: to Its complefion or modiawtlon. C1~'ame, lacmion and detailed description} .rr AIA Document A201 -2007, General Conddlons of the Contras for Construction, Is adopted In this eocumenl by reference Go not use w+th other general coMltlons unless this document is modiaed. [71e Architect: !A@me, legal statue, aridnss mid orlldr injornlmivnJ The Chester and Cuntra~7or agree as follo.+s. INt. AIA Document A101 "' - 200:. CvpynOrt D ! 516 1516 :525 155?, 1951 +959. 1961, 1963, 196%, /3'~, 197i, 198', 1991, I B9? antl 2UC7 oy The Amercan Ins[R io or Prrtact9. All rlghta rosarvoE. WARNING: This AlA° Document 4 prolectad by U.S. Copyright Liw antl IMematlonel Tre atiae. Unaurhprced 1 reproduction or dlauWutlon of this AIA` Document, or any portion of It, may result In sevsro drll and criminol penalties, and will be pmsacutod [o the ( masinwm extent possible untler me law. r^is dnrumon: was pre0ucad ey AIA softnare at :4$6:07 on 01!072011 under prdnr Ne 69'.9750268 1 rR~ich emues on G7~: N2!:' 1 and s ne: br raune - User NODS: (t t32B93%$Jl 1 TABLE OF ARTICLES , 1 THE CONTRACT DOCUMENTS 2 7HE WORK OF THIS CONTRACT ' 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION 4 CONTRACT SUM ' 5 PAYMENTS 6 DISPUTE RESOLUTION ' 7 TERMINATION OR SUSPENSION 8 MISCELLANEOUS PROVISIONS , 9 ENUMERATION OF CONTRACT DOCUMENTS 10 INSURANCE AND 80NDS , ARTICLE 1 THE CONTRACT DOCUMENTS The COntraet Documents consist of this A¢rzzmrnt, Cr_mditions of the Contract (General, Supplzmentan~ and other ' Conditions), Drawings, Speeilications, Addutd¢ issued prior to eszcmi+an of this Agrezmert[, other documents Listed in this Agreement and b(,xiificatiorts issued slier execution of this Agreement, all ofwhich form Ihz C'rndract, and are as fully a part of the Ccmtract as it attadtcd to this Aerzzmzm ur repeated herein. Thc Contract represent; the rntirc and integrated agreemestt between t}te parties hereto and supersedes prix negotiatirns. representaticuts oragreements. ' either writtzn ur oral. An enumeration of the Cmttract fyncumenrs, r~~tilzr dean a Modification, sppcars in Artidz 9. ARTICLE 2 THE WORK OF THIS CONTRACT Thc Conunetca shall fully execute the R~`ork described in the C\Ilaad Dew^rncnts, cscept as specifically indicated in ' the Contract Documents to be the responsibility of others. ARTICLE 3 DATE OF COMMENCEMENT AND SUBSTANTIAL COMPLETION , § 3.1 the datz of commencemem of the Work shall be the date of this A¢ccmcnt unless a different date is stated blow or provision is made for t}7e date to he fixed in a nW ice Io prut:zzd issued by the Uwttcr. /12serr the dare r fcomrnencernent ifi! drll'ers /rwn fire dart ref ibis Ag7'eement or, fgopiirohlc. s¢7ta tiro! rite dote ++ill 1!2 a%YC rl i n :1 rti:V:'e i it ['r[k':'Cd ' IL pnUf IU d7c COnlnlOitCCmrnl Ul Q1C ~f~C: (:, dre ~)\4Tit'.f il'a~UtiL`; tulle ip rl le ItP]R^aL'eS and OIIIer SECIII'IN III1PfC5t5. r1:C ' nNT12r~5 CII'le r2a UIre1112nI shall ~@ aC IUiION'S'. § 3.2 71',e Contract Time shall he mea,urzd !ruin dte tl:ac: oCeummrnccment. 1 § 3.3 Thc Contractor .=.hall achieu'e Substantial Complerion of Ute entire W'urk nol later d::m ( i days Iruru the dar: ' ofccmmencztrcnt, ur as follows; /Truer! mintner oj,alendardarc. dltentatnmftt a colendur+iue mqr he used :dren coprdirurred x•!th the data n; enrror;dncenu°rtt IF,.~;+l,rrlpriate neser! reysi7t•nrrn!s roe ~urller ,Sulrst::nliol Cuntpl!inr. ofetrtartt parr4uu o~tlte VI'orT,l , Inlt AIA [MCUment At01 ^'-]807, [cc Ingo[ C 1515. 7918, 192`, 1535 ta.:, 1558 156' 1983, 798] 15T<_ tS?7 '997, 7467, ibSi urc :007 b%~hc Anrer,csn A , In:Stu>s c!?: crnrec~. All riBhU reeervetl~ WARNING: ThIID AI Document la protected by U.S. Copyright Low and Inlamatlonal Treacles. Unaulhnnsed 2 reproduction or tlistr,buuon of this AIA tMcumenL or any pvNvn of t4 may rosult In severe civil sod criminat penalllea, and will be prosecutetl to the t maximum extent posaiolc wttler iho bw_ ihm dtxumenl~naa wotlucetl W AIP.:o°ware at 14.54:67 on 81,N?(2671 ~i da Droor NoS87575C798 1 w-.r_F e+cires on J'!71:2D 1'~. ao1 ., ncacr rt~solo. User Notes: (745285T83i , Portion of Work Substantial Completion Date subject to adjustments of this ConvaM'Cirtte as pravidrtl in the Contrsct Docttmrnls /Insert provisirnaq if anv, for liyufdated damages reiaNng to failure 7n achieve Suhstantial CompleNan nn time ar for bonus pavmentsfur early comp(etinn njthe IVnrk} ARTICLE 4 CONTRACT SUM § 4.1 Thc Osmer shall pay the Convac[Ix the Contract Slnn in current funds for the Convalxor's performance of the Contract. Thc Contract Sunt shall F1e (3 ), subject le additions and deductions as provided in the Co+tvata Documents. § 4.2 The Convect Sum is based upon the following altematts, if any, which are described in the Contract Documents and are hereby accepted by the Owner: jState the numbers or other identificadnn njrxcepled alternates. If the bidding or prnpara! dxumentr permit the (hrnr-r to accept ather alternates subsequem ro the exeCntian of this .4greemem, attach a schedule oJsuch other alternator .chmving the amount for each and The daft when that amr7talt aTprres.J § 4.3 Unit prices, if eny: (ldentijy and stale the unitprfce: state yuanrfty limimtions. ijany, !a which the unit price will be applicable.) Item Units and Limitations Price Per Unit (S U.00) § 4.4:\llowances included in d;e CDnvact Sum, if any: Udentil'v allatnmtee and.rtate ~clusinns, rJanv. lrom the allatvance pace.) Item Price ARTICLE 5 PAYMENTS § 5.1 PROGRESS PAYMENTS § 5.1.1 Based upon Applications for Payment submitted to the Architect by the C~Antraetor and Ctsdficates for Payment issued by the Architect, the Uwner shall make progress paymenu on account of the Cmtract Stun to the Contractor as provided glow and dsc+vhac in the Cmtvact fkrcumenis. § 5.1.2 The period covered by each Application for PayTncnt shall be one cniendar rnonlh ending an the last day of the month, or as fbilows: § 5.1.31'rovidtd that an Application fx Payment is rtceivcJ by the Archita-t not later than the day oCe mcmth, the Owner shall makt payTnLmt of the certified avtoun[ to dtc Contractor not later than the day of the month. if an Application for Payment is reaivcd by the Architect after the appliuntion date fixed abuse, payment shall he made by tht Owner eat later than ( )days after dte .Arthitect rttcivcs the Application for Payment. (Federal, state or lcti~a! laws mcv require pvt»u~nr within a rcrlaia pdriad of time.l § 5.1.4 @ach .Apphcation for Paytnen[ shall he based on the most rlxent schedule ofvalues submitted by the Convector in nccordnnce with the Contract Documenu. The schedule of values shall allocate the rntire Contract Sunt among dte various portitms of the Work. The schedule of values shall be prepared in such form and supported by such data to substantiate its accuracy a9 the.\rchitect may require. This schedule, unless objtxted to by the :1rchitect, shall be used , as a basis Ica reviewing the ~Onn1t'IOr'S Applications for PayTnent. AIA DOCYmMt A107^-2007 Cop rngnt9 t915 tOt3, t925, 1937, t55t '9id, t95', 1963, 1997, 1974. 11:7, 1197 1991, t997 and :007 by Tne Pnmrzan restate cl An:haeca. Atl rights nnarvetl. WARNING: Thla AIAa Documanl is pratactetl by U.S. Capyrlght Law and Inlematinnal Trcatlee. Unaulhar¢etl 3 reprmluctlon or alstrlbutlon of this AIA° Document, or any poniun of a, may nsua in severe Uvll antl cdminal penattks, uttl will be prosacutotl to tho maximum extent Doaslhle unoer the Ian. Tn., oucume+t was maeuce= by AIA sohxsre sl t4 66'!' on 3TG%:.'Ot • undo: GNer tlo.5&tui 502c 8_t w~icF eo¢ves cr, 9710:201 t. ere! la nnl tar tesaie User Notes: (7432893763] § 5.1.5 Applications for Payment shall show the percentage oftomplction of each portion of the Nrork as oftht end of dte period covered by thz Applicatimt fur Payment. § 5.1.6 Subject to other provisions of the Convact Documents, the amount of tack progress paymrnt shall be computed as follows: .1 Take that portion of the Contras Sum prepcrly allocable to completed \Vork as determined by multiplying the pereentage completion of each portion of the Work by ttte share of the Contract Sum allecatcd to that portion of the Work in the schedule of values, less rctxinagc of ( ). Prnding final detenninatiott o[ cost to the Owner of changes in the \Vork amounts not in dispute shall he included as provided in Section 7.3.9 of AG\ Documrnt A201T"'--2007. General Conditions of tftt Convact fur Consvuction; .2 1dd that puniun of the Ccmtras Sum properly allocable to tnatainls end equipmem delivered and suitably stored at the site for subsequent incorporation in the completed construction (or, ifapproved in advance by the OwTta, suitably tttxed off the site at a location ag'eed upon in wTiting), less retainage of ( ); .3 Subvact dtc aggregate of previous paytnrnts made by the Owner; and .4 Subvact amounts, ifan}•, for which thc.4rchitect has withheld or nullified a Certificate for Payment as provided in Section 9S of.4IA llucument .4201-2007. § 5.1.7'1 ite progress paymtent amount determined in accordance with Section 5.1.6 shall be fitrthamodified under the following circumstances: .1 Add, upon Substantial Complttion of the Rork. a sum sufficient to inardso the total payments to the full amount of the Contrac[ Sum, Icss such amounts as the Architect shall dttermine for incomplete Work, retainage applicable to such work and unsealetf claims; and (Sec•tion 9.8.5 oJ.91A Dacumem.9201-200" requires release nfallplicable reluinu~,2• upon Subslanliul Completlnn of 4G"ork with currsenr aj.1•urery, ij amt 1 .2 Add, iflinal completion of the \Vork is thaeaRcr materially delayed through nu faultofthc Contraatx, any additional antoun[s payable in ac:cerdance with Section 9.10.3 of.4L4 Dttcumcnt 9201-2007. § 5.1.8 Reduction or limitation of retainage, if any, shat l be as lbllows: /!j i( is• in(endeJ prior to Sub.crmuial Cumldetiun u/ nc~ entire Ifbr•k, to n'duce arlimit the retuiwge resreltingfrum the pereenmges inserted in 5'ec(ions 5.1.6.1 and 9.1. (i. 'above, and (his is nW explained elsewherz in the Contract Documents, iruerl here. prrn~isinns jnr such rcdiatiaa nr tinrna(ian) § 5.1.9 Except with the Ot+•ner's prior appmsal, the Contractor shall not make advance payments to suppliers for materitds ur equipment which have not txen delivered and stwcJ at the site. § 5.2 FINAL PAYMENT § 5.2.1 Final payment mnstittaing the entire unpaid balance of the Contract Sum, shall he made by the Owner to the Con L^-actor w'hcn 1 ttte Contractor has fully performed dte Contract exe:ept for the Conlrasur's responsibility to correct l4'ork as previdt.•d in Section I ? 22 of AIA L>a:ument .4:01-2007, and to satisfy other requirements, if any, which extend beyond lnal pa~mcnt; acid .2 a final Certificate I•or Payment has htxn issued by the Architect. § 5.2.2 The C)wner's final paymrnt to the Cenvacua shall he made nu later than 30 days aRer the issuance of the .-lrchitectS final Cextiliwu for Payment, or as fnllotvs: ARTICLE 6 DISPUTE RESOLUTION § 6.1 INITIAL DECISION MAKER the Arcttitec; will serve eu Initial Decision ;Maker pursuant to Section 15.2 of AIA Dctument .4201-'_0(17, enters the partirs appoint Wit, w another individual, not a party to this A~Rtement to serve as Initial Dr..•isiun Matra. NA Document A101 ^'-2001 CepyccM 01915, 19'6, 1925, 1c17, 1951, +958, t'lE t, t~3. '932. t9't •9T•, 1987, 1991, 1997 a^C 20Gi by Tie hmoncan Init. lnstiGlp c` Architects. All nghta reserved. WARNING: This AIA° Document is protected by U.S. Copyright Law pod Intamatlonal Tnaenes. Unauthodxed 4 roproductlon or dlstrlbunon of this AIAa Document, or any portion of it, may rerun m severe civil and cdminal panalNas, sod will Ue prosocutod to the r maxlmwn estenl possible untlar the law. This eoc.-mentwaa produce: by Al+sMtware a:i<5907 on O':Oi~7971 ur~ar Oroer VC.SB'.G75C1238_l which e:¢Ires Ca a7:o v2c1', a[%] i3 nC: rIX rCSaA_ Ussr NOtos: ry402B90: 57;. ' (Ij the parties munrully uKree, insert (he name. address and other contuc( irrfnrmuliun of (!re lni(ia! Decision ,Maker, ij ndler than the archi(eccl § 6.2 BINDING DISPUTE RESOLUTION For any C'Iaim stbjzct to, btn not resolved by, mediation plnzitartt to Section I ~.3 of AIA Document .4201-2007, the method of binding dispute resolution shall be as follows: (Check nc~ appropriate bar. if the Ulvner and Contractor do oat select a ntetlmd of hindfng dispute resolution helmv, or do not subsryueruly agree in a~rding to a binding dispute n•.tn1u(ion nre(/rnd other tJtan litigannn, Claims ed/! he resuh•ed by !(tigunvn in a court ujcnmpetenr jvrisdictiur,. :\rbitratinn pursuant to Sectirnl I iA of.414 Documrnt.4_'01-'_00? I J Litigation in a coon of competent jurisdiction [ ~ Cnher (SpecifvJ ARTICLE 7 TERMINATION OR SUSPENSION § 7.1 Tltz Contract may be terminatal 6}' the Owner a the Contractor a provided in Article I4 of AlA Document A201 '200 i. § 7.2'[he Rork may be suspended by the Owner as provided in Article 14 of.4L\ Documeol A201-2UU7. ARTICLE 8 MISCELLANEOUS PROVISIONS § 8.1 14'here rclirencc is made in this :\greement to a provision of AlA Doeument A201-2007 err another Contrat~t Documrnt, the reference refers to that provision as amended or supplemented by other provisions of the Contract Documents. § 8.2 PavmenL9 due and wlptlid undtr the Comma shall bear interest from ihz dote payment is due at dte rate stated bzlDw, or in dte absence dtereoC, al the legal rate prevailing from time to time at the place where dte Project is located. /Insert rate ajinteresr agreed upon, ijunv.) § 8.3 Thc (hvner's rzpreszntativz: (Nome, oddrass and other injormarivn! § 8.41hc ContractiR's rcyrescntativc: /.~4'amz, address and other irt(tnnunnn) NA Documen[A101'"-2007. CopW~gtHO t9L5.:918, 19:'_.597? •851. t958. '06 t. tG6a, 19fi 7. 197a, 1977, 1961 t?a t, t??]antl ?DOi by Tho Amorcan IniL tnscene c• Ann2.b. All rights roasrvod. WARNING: TTia AIA° Documeltt a protected by U.S. CopyrsgM Law and Intarnotianol TroaUea. Unaxrthonzad 5 raprwtuttion or dbVlOUllon of Ibis AIA Document, or any portion of it, may n?6un In severe civil and cnnilnal penaltlea, and wal be prosecuted to the t maximum srtent possible under Netew_Ttts oocumert wsi protlu;.ea oy nlP SUlwe•eat•4 SB J'on Jl/t7~2011 antler prier NO 587iR 5n266_t wmcne<~ire5 On U? f01:G11, onC 19 00`.ICf f?5812 user Notes: OA9Y69;v 5:r) § 8.5 Ncithrz the Oamer's nor the Contratzor's rc'presentafive shall he chanced without ten days writtrn notice to the other party. § B.6 Other provisions: ARTICLE 9 ENUMERATION OF CONTRACT DOCUMENTS § 9.1 the Contracn Documents, except for Moditications issued aticr execution of this Agccment, arc enumcratcd in the sections below. § 9.1.1 The Agccment is this executed .11A Document AI01-?007, Standard Form of.Ag~ement Between Owma and Cenuaaor. § 9.1.2 7hr Gentral Conditions are AL\ Dtxument A2U1-2U07, Grncral Conditions of the Contract for ConsWCtien. § 9.1.3 The Supplementary std o0ter Conditions of [hc Contract: Document Title Date Pages § 9.1.4'Ihe Specifications: IF.ither list the Sprcifrcations here ar mjer to an exhibit attached to thr_c AgrremenLJ Section Tite Date Pages § 9.1.5'Ihe lhuwings: thither list the Orml=inxs Kerr ar refer to an exhibit onnclxd rn this .I greement/ Number Title Date § 9.1.6 The Addenda it'any~ Number Date Pages Poniuns of Addenda rdaling to bidding requirements are net pan of Ute Contract Decnrnrnts unless the bidding n'quirernenis arc also enumerated in this Anidr v. § 9.1.7 Additional d~wtuncnts, if an}', forming pan of the Contract T>ocumrnis: .1 AIA Dxumcnt E_^DITA1 200 i, Digital Data Pr. toeol [3xltibit, ifcemplettxi by the panics, or rhr fol loc5~n c: .2 Odher documents, if any, listed helo3v: ILicr here am additional documents faun are intrncfrd to farm parl nl~tlre Contract Dacaments. AIA Drx'nnaa:m :?201-_'(ili? prm~irles that bidding regairerrrents sack us udverriserrrent nr inpil:rrion to hirA. lrra~rrui rinnc ;-~ ffiddrrc, sampfrjarrns u+rd the C'mm~xvor's bid ore na! peen nj the Cauracr Dui ume+ac Inlt NA DOCUmant A10/°-2007. ~apvngrtG'S15 'o16 '9?5. t93i, 1951, 1558 ~%+. 'D57195?, 1'l74,1577,1987. 1991. 199~arq 2007 by 1`~e 4mr-„M Instiwte of nr--toa. NI rights reserved. WARNING: This AIA` Documont is protortatl by ILS. Copyright Law and Intamational Treaties. Unauthnnzed 6 rvproducUOn or disblhmion of this NA° Document, or sny poAOn of it, may rea,k In sovwo civil and crlminal panelties. and will bo prosecutnA to tno r mazlmum ezlen[pose101e antler Welaw.'nla ACCUmenlwas prac_ratl ty AlA SOttware at'4:Sa..U7 pn Ut1DR".Dtt under Orde•Aro.56197Sv2G6_'whrJt espees on 0710 Pi9t 1, 3ntl in not'or ;nsale Usor NOtw: j143[a5]75]) unless enumerated in this Agreement They should be listed here onl}~ if intended ro hr part of the Contract lkuumenrc/ ARTICLE 10 INSURANCE AND BONDS The Cnntraatx shall purchase and maintain instuance and provide bopds as set forth in Article 1 I of AI.4 Doctunrnt A201-2007. ISture bonding reyuirrntenrs. ifarry~, and limits nfliabilin_for ins++runce reyuired rn Anicle !1 trf.41A Pocunrent -4201-?U0.') Type of insurance or bond Limit of liability or bond amount ($ D.00) This Agreement entered into as of the da}' and year lust µrittcn above. OWNER {Signature) CONTRACTOR (Signature/ (Printed name arut title) (Printed name and «tiej Init AiA Do94mertt A101 *• - 200]. CG`~yr+jht P 1915, 1918. 1925. 1a 37, 195', 1958, 196} 196?, 196', 19'<. 19:7 1981, t 99y 1997 antl 2007 DY Toe hmevW~+ Insnkio of Achitocts. NI rights reservatl. WARNING: This AIA Doturnent Is protected by U. S. Copyright Law and International Troetlea. Unauthorized ~ mprcduction or tlistrtbwpn of this Alq° Document, or any portion of It, may rasull in mvoni civil and criminal penalUee, and well be nrosec ul9C to Uo t maximum eztanl possibls under the law. Thie dccumem wastuotlured by Afq sohwam at'456~i+p~9LY/7p01'und>tkCf NO.581875C296 /which eey!'es on GT; 71+2611, and is ~ca'•r rtsale User NOfas: ;1?3289375)1 3D Irstructian 192A-A Guide 27 AttaChlRe r.t 3 Faga 2TTAC 3bt=ST 'O aiA COCU;~ENT r'_01-2067, Star, d~a:d roam cf Agreement 52[wee:^. Owner and Cor.tra~tor The provisions o` this Attach.•nert shall delete, modify and suppleme^t the pzcvisicns contained tr. the "Sta.~dard Form of agre=meat ?etwee:: Owner and Ccntractar," AIA Ceaument F.101-2007 Edit_or.. The orcvisiens contained in this attachment shall jupersede any conflic[irg provisions of the AlA Docu:ner.t. ARTICLE 3, 9ATr GF CO`+s7ENCEMENT A_NC SUBSTAN^IaL COMP?~^cTION Delete paragraph 3.1 and substitute the following: 3.1 .he date of ccmmer.cement shall be contained in the Notice to Prxeed. add -he fallowing to paragraph. 3.3: I£ the woes is not substantially complete or, or befcre t. his date, ar witain tail period ci Cite, or extension thereof granted by the Owner, damage will he sus:aired by the owner and that it is and will be impracticable and extremely difficult to fix the actual damage ~nhich thevwner will sustain cn the event o' and by reason of such delay=_. The Cortracter shall pay to the U.:ner l:cuidated damaces in the sum of $ __ for Baca calendar day of delay. Any suns twat may be due the Owner as licuidated damaces may be deducted from any ttcnias due er to become due tae Ccr.tractor under the _cr.tract cr ¢ay t:e collected from the Jc nts actor's sure•_y. ARTICLE 5, FF.'it•tENTS Insert "ten" ar.d "10" in to=_ appropriate spaces ir, clauses 5.1.5.1 and s:i=paracraph 5.1.6.2. Celete Y_.lP _ajt sentence of d_ause 5.1.6.1. L`ei=_te tie ic•llowing from :'1a~15E 5.1.6.2: (ac,_' approved i_n ad•aance by the sonar, suitably scared c'f .he site at a :or_atior. agreed upon in wri;_ng) (OG-00-OOi F:: 000 R~ Irstruccicr. 1942-A GLLlde 2' At*_achcnent 3 =d:,e 2 Insert tae follc;uing sent.encas in s~,~bparagraph 5.1.8: Ste amaur.t retained sh3_1 b' IG2 of the va_ue of 47cr's until SGS of the 47ork t.as been ccmp':eted. P.c 5G8 ccmple*_ion, fl:rther part.ia_ payments shall be c.ade in full to the .TOntraCtur and n0 addlt:Onal amCllntS R.ay be retalned unless the Archit=_ct certi'ies that tte :Jerk is rc_ arcceeding sar_is'actcrily, but arz:ounts previr~sly retain>_d shad apt be paid to the Centracrcr.. At SOk completion or any lime t}:ereafter when the progress cf the Wcrk is act satis'_actory, additional amounts may be reta_nad but .n no evert shall the total r•~tainage ne mere char. 1G~ c' the value o° Nora completed. IiRT_LL= 8, )f. S~ELLAN?GUS PRC'VISICiK> d the 'ollowir.g =.:!•p~ragraph to paracraph 8. n" 8.6.1 T:•iis Acreemer.t shall n:t becoae eff?c*_ive until cor.eurr.ed in wrir_in; by use :.~ency. Suol'. concurrence s'.all be evidences by c}.e signature c' a duly authorized represec;tative of the regency in th_ space provided at tae end of this Attach:r.ent .o rs~e Agreement. The concurrence se evidenced by the Agency sha_1 ir. no way commit the Agency to render financial assistarc=_ to the Cwner and is witha~t liability to t:•i= A;er.cy for ar.y payrent thereunder, bvt in the evert s-~ca assistance is provided, the concurrence sha]1 .,igr,.?_ th= previsions of rile Agreement are consistent wit.*. .:gercy requireretts. A3T ICLc y, __.UNf63y: P_~~>; 'v~ :ODI'I Rr.C'!' UOCUbL STS Snc =c1lc~ing Cocum?nts sacu.c `_e r?:?re.-i:ed, if ap~licabl?: Sub~2ragLa:JC! 9. _.~: Attacimer,C Lc the SCd^i:ard tCrm C£ ngr°fi~Igent 8eLw9e.'i Gamer v^d Conrracr_or :RC Try.=.. trcccion t?4-r., ~-,:;de 7?, ]!z rachment 3) . -c-ra1 -cnditicn,: aP t..c ..cntra rt f:;r -anstr;:.. r.ion, n.R ~A2G:-2GG7 :atachm.eat to t}:e G?n?ral Cenditiers of th? Con[ract fer Co;atrcc[ion ;RD a:structicn 1552-A, Guide 2~, ECtachment 4t c, F,eci.al Condirions RH Instruction -542-A Guide 2'% At-actmen_ 3 Fagg 3 Subparagraph 9.?.;: nvicatic.^. `or aids {Perm R~ :924-5) 1.^.structicns to 5idders, AIi~ A'70i-199? Attachr..er,t to -te ;r.scructlers to 9idders (F.D-nstruction 1924-P., Guide 27, Attzchmen: 2) bid Ferm bid Send Comp:iance Statement (Form RD 400-5} ?ayment Bond 2er':xmance Bond Ce r_ificai_on Regarding Detarmer.t, Suspension, _ne_igib'_lity and Vclcrtary Excl.usi:,n - Lower .ier 4CVP_red Transa•otior.s !Form AD i04d} Disclosere of i,obbyinc Activities ?s'F-Li1; Certifscatior. for ~cntract9, Grants zrd Lcar,s (RC Iastn.cticr, 1990-;;, 3xtibit A-1; Cel ete the si gn atu re block cr. pace T of this Agreement, and substitute the a_oct on l7le io_lowing cane: RD Trar.ruc.'_on 1992-A Guise "<7 Attachment 3 ?age 9 Ir ~V:1't•IESS '.dHE?E+: F, the carties`,eretc tale executed, or caused to be ~xecu:ec by tLeir a:iy a,;thcri ze:9 cff_c_~ls, th_s r^..ree^ea*__r, d.:pl irate or, to respecti:-e dates -r,:i-...~ac=d belc•..•: Oidt•IE?.: AT=EST: Ev ^ype Kame _ Type \ame Title Title date Date iaT=EST: CGNT:~,CTC3: Gv '_ype Same Tyke \ame title Title Date Gate 9y ype Mane title Date The cc:•n:-:~;rr~<n~,':~ so ~':id2r.ced b•y '_:~e i;ce,:~_b' sS=ai_ _~ ra oa-y ~cmmit _rN A7E;i(':'y :~~ re't c9:.r _°1:,3nC1 d. yb SlJ:atl::e t'i ~: t:e Q'X::er 3nC _~ 'r77.th_~llt liab_llty .o Cne ~;ency fur a:,y oay::;er.t t:erecacer, gut .n the even- 5.t i_:n sssist~nce _ ~ E,ruvidec, 'tte~ e_ncs.~renc~ ~'r:a L" si•'n_= ch^_ nr:wis;on.^, o` cfr_; hgrec%tent hre _~::r,s `_stent :•,_th A•aen -y regulr:merry. RU Fnst nrction 1U29-A Guidz 1, 1lt tachment CE N,'f?FIB-'.°vT_E ~._ ~~9; td?~,':- ATTOi'Q 1cY I, the undereiyned, ___, the duly authorized and a~ti.ng legal -epresentaCive of _ do hereby czrr.ify as follows: 1 have examined the attached Contrac[{s) and Ferfcrmance and Payment. Bond{sl and the manner of execution [hereof, and I am of the opinion that each of the aforesaid agreements has been duly executed by the prc•per parties thereto acting through their duly authorized representatives; that said representatives have lull power and authority to execute said agreements nn behalf of the respectivz parties named thereon; and that the foregoing agreements cnrntitu*_= valid and legally binding obliyations upon the parties executiml the same in accordance with teens, condikions, end provisions thereof. Uare: (NOTE: L`e]ete phrase "Performance and Payment Bonds" when not applicable.) 1/1 (2-15-d3) PN 069 RD Instzuc[ioo L 24-A Gu'_de l Attach:oent 6 The United States of J~.merica, as potential !ender cr insurer of funds to defray the costs of this Ccntrart, aad without liability fcr any payments thereunder, hereby concurs in the form, content, and execution of this Contract. U.S. GeparCma_nt of Agriculture Rural L`evelopment Mural Heusinq Service !`ate R_iral Developm~ot Official rid ~a 'this Con*_ract shall not be in full force and effect until ;:oncurred with by the Sta*_e U.irector or the State Director's d?legate, Rural Develol?menC, V. S. Department of Agriculture. ;RJR-26-9fl) std X96 USDA Form Approved Form Rll 4UU-6 OtifFT No. OS75-0018 (Rev. 4-00) COMI'LLaNCE STATEMENT This s[atemem relates to a proposed contract with who expecu to finance the contract with assistance from either the Rural Housing Service IRHS), Rural Business•Cooperative Service (RBS), or the Rural i,-tilities Service (RUS) or their successor agcnr'es, L"Hired States Dcpartnen[ of Agriculture (whether by a loan, grant, loan insurance, guarantee, or other farm of financial assistance). I am the undersigned bidder or prospective contracmr, I represent that: 1. ^ I have, ^ have nut. participated in a previous contract or subcontract subject to Executive i 1?46 (regarding equal employment opportunity) or a preceding similar Executive Order. 2. If i have panicipmed in such a contract or subcontract. ^ 1 hove, ^ have not, filed all compliance rcporu that have been required to file in connection with the contrast or subcontract. If the proposed contract is for SSU,000 or more and 1 have 50 or more cmployces, 1 also represent that: 3. ^ I hove- ^ have not previously had contracts stbjeta to the written afTinnative action programs requirements of the Secretary of Labor. 4. If I have participated In such a contract or subcontract. ^ I gave, ^ have not developed and placed on file al cash establishment affirmative action programs as required h}• the rules and regulations of the Secretary of [.abut. I under>tand that if T bout failed to file any compliance taperers that have been reyuired of me, I ant not eligible and will not he eligible to have my bid considered or W enter inW the proposed contract unless and until I make an arraneement regarding such reports that is satisfactory• to either the RHS, RRS or RUS, or to the office where the reports art reyuired to be filed. I also cemty that 1 do not maintain or provide for my employees any segregated facilities at any of my establishments, and that I do not permit my employees to perknn their services at any location, under my control, where segregated facilities are maintained. I cenif}~ further that I will nut maintain or provide for my employees any segregated facilities at am• ofmy estnblishments, and that 1 will not permit my employees to perform their services at any location, under my contra!, where segregated facilities are maintained. I agree that a breach of this certification is a violation of the F,qual Opportunity clause in my contract l1s used in this cenitication, the tcnn "segregated facilities" means any waiting rooms, work areas, restrooms and wuh rooms, restaurants mx1 other satins; areas rime clocks. locker rooms and other stnrane nr dressinc areas narkinn Into tact Hors for specitic time periods) 1 will obtain identical award of subcontracts escecding $10,000 which are not 3U5Ct that I will retain such ccnitications in my files, ~ICnramo;o rho Fanvrx~rrR hr:fu.norz Au :a: w ` ,rn a; err: ~. moo nvrardJrn or Jpnnnn, am7arrnnn rr not nanJrrJ m rttwrJJ m a:o(iearmr nJrnlormooon vnfen u.LryJorx :la ,oLJ:Jf.: h'.,mtnd xemMn :M+eid U.+dN::mrrof rzumM /m thn rnfnmmnon au7lrrnona0?7-'Ni:3 fhe nmr reyuertJm rnmi Aele rho 1/rC;mnll:~s fJiiRhun a rxnnwVa Iu,IDfM1l: t !0 mrmfel }tr ry,Trrl;m 6ilSlrn,(• :X.• Omr!w m'!PM•Inx rnllruOmrv JeeKhrr.Aesunns rfaa uur(p. dgTlhrrp,p, onJ moimeirtrrg rna Jam mn7r,f,•enr.'mmplelrny, vnJ nrux mp rbrnli.: a„n.rt" munnn. Position ti RU 4U0-G (Rev. 4-00) 1\OTICE'f0 PROSPECTI~T SI:13C0\TRaCiOR~ OP hl?QCIRE~IEN-CS FOR CtiRTIFIC9TI0i~S OF NON-SF:C:REG aTEI l F:~( I LI'F I hS A certification of Vonsegresated Facilities, as required he the May 9, 19b7, orcer f32F.R. 1439, may 19, l96'1 on E.liminatien uC Scgrc~ated Facilities, b}' the Secrc~ary of lzlxtt, must be submitted prur ro the award of a subcontrect eeceeding $ IO,OOG which is not etempt Gom [he provisions of thz Equal Oppuaunity clause, The certification may he submitud tither for each suhcmnract or for all subwnrwcts durine a period f i.e., quar:arly, semiannually, ar annually). NOTE: The penalty for making false statements in offers is prescribed in 13 ti.S.C. 1001. Date 1Sigwture oJ'B;dder or prnspecrire Conrrvcru~} td,r`~~ess i in;:''utling Zip Cadel =~= Document A201° - 2007 General Conditions of the Contract for Construction for the following PROJECT: name rntd lrxunnn nr address) f)emo THE OWNER: /Name, legs! stanv and address! THE ARCHITECT: /.Name, Irgul stana• and address! 1 GENERAL PROVISIONS 2 OWNER 3 CONTRACTOR 4 ARCHITECT 5 SUBCONTRACTORS 6 CONSTRUCTION BY OWNER OR BY SEPARATE CONTRACTORS 7 CHANGES IN THE WORK 6 TIME 9 PAYMENTS AND COMPLETION 10 PROTECTION OF PERSONS AND PROPERTY it INSURANCE AND BONDS 12 UNCOVERING AND CORRECTION OF WORK 13 MISCELLANEOUS PROVISIONS 14 TERMINATION OR SUSPENSION OF THE CONTRACT 15 CLAIMS AND DISPUTES ADDITIONS AND DELETIONS: Tne nuthw of this aocument nas added Irdormation needed far its completion. Tha author may also have revised the text of the oriplnal AIA standard loan. An Addif7orts and r7e!etiorts .48pon that notes added mfwmauon as wet! as revisions to the standard form text is ava0eble Irom the author and should ba ravlewed. A vartlcal Ilna N the IeR margin of this doamerrt intlicates whre the author has addetl necessary Intwma0on and where the author has added to w deletes from Ne original AIA text. This dowmenl nas Imponanl legal consequences. Consultotlon wIN an edomoy a encotrraged with rasped [o its completion or modif¢atloa AIA Document A201'° - 2002 i;GpYtve^I C t 9 r 1, 19' 5, 1916, 1925, 1377. 195t, I a5 B, I tl51 ' 857. '96v, '~ 9i 0 t B7a t 867, 1097 aria 2C07 by The Amencar IOM. re0lute or 4rcMCects_ Ali nynn reserved, WARNING: This AIAx Document Is protected by U.S. Copyright Law and Inlernalional Trestles. Unautharirad 1 reproduction or dfetrlbullon of this AIA (krcumant, or any Donlon o1 iL may result in severe dull and crlrtdnal ponxltles, and will ba prnocutad to the t maximum extant possible antler me law. -nis tlccumerrt was produced oy x'A ar.IMmn at 15 4: 75 en O'Y7l'20' 1 unoer Grder No.'918 7 6 0 26 8_1 wMCn e>Fires on OTO:i:01', antl la not tar resale ^eu Notes: (1415137641 INDEX :\rchitect's Administration of [he Contract (Topics and numbers in bold arc section headings.) 3.1.3, 41, 3.7.4, ! 51, 9A.1, 9.5 y\rchi[ect's Approvals 24.1, 3.1.3, 3.5, 3.10.2. 4.2.7 Acceptance of Voocooformint; 11'ork .Architwt's Authority to Rcic~ lvork 9.6.6. 9.9.3, 12.3 3.5.426, 12.1.2. 12.2.1 Acceptance of Work Architect's CopyTiglyl 9.6.6, 9.8.2, 9.9.3. 9.10.1,').10.3, 12.3 I I J, L5 Access to Work Archite~K's Decisions 3.16, 61.1, 13.1 3.?A, 4.2.6, 42J, 4.2.11, 4.2.12, 4.2.13, 4.2. ] 4, 6.3, Accident Prevention 23.7, 7.3.9, 8.13. 3.3.1, 9.2, 9.4.1.95, 9.8.4. 9.9. ], 10 13.5.2.15:_', 15.3 Acts and Omissions Architxt's Inspections 3 ~, 3.3.2, 3.12.8, 3.18, 4.2.3, 8.3.1, 9.5.1, 101.5, 3.?.a, a2.2, 41.9, 9.4.2, 9.8.3, 9.91, 9.10.1, 13.5 10.2. R, 13.4.2, 13.7, 14.1, 15.2 Architect's Instructions Addenda 3.2.4. 3.3.1.4.2.6, 41.7, 13.5.2 L I .I, 3.1 L 1 _4rchitaa's Interprelatiuns Additional Costs, Claims fur 1.2.1 I, 4.2.12 3.7.4, 3.75, 6. L 1, 7..iJ.S, 10.3, 15.L4 Architect's Project Representative Additiuoal Inspections and Testing 11.10 9.4.2, 9.8.3, 12.2.1, 13.5 :Uchitcct's Relationship with Contractor Additional Insured 112, 1.5. 3. L3, 3.2.2, ,3.2.3, 3.2A, 3.3.1. 3.4.2, 3.5, 11.1.4 3.7.4, 3.7.5, 3.9.2. 3.9.3, 3,10, 3.11, 3.1?, 3.1 C, 3.18, Additional Time, Claims for 4.1.2, 4.1.3, 42, 5.2, 6.2.2, 7, 8.3.1, 9.2, 9.3, 9A, 9, 5, 32.4, 3.?.4, 3.7.5, 3.10.2, 8.3.2, 1$,1.5 9.7, R8, 9.9, 102.8, 10.3, i I .i.7, I? 13.4.?, 13.=, 15.2 Administration of the Contract Architect's Relationship with Subwntractors 3.1.3, 4.2, 9.4, 9.5 1.i.2, 42.3, •9.2.4, 4.2.6, 9.6.3, 9.6A, 11.3.7 :\dvertisemen[ a lm~italion to IIid Architwt's Rcpresentations l.t.! 9.4.2, 9.5,1, 9.10.1 1esthetic Effect Architect's Silc \'isils 42.13 3.24, 4.22, 42.9, 9.4.2, 9.5.1, 9.91, 9.10.1, 13.5 :111ow~ances AsbGSUrs 3.8, 7.3.8 10.3.1 All-risk Insuranw rlttomevc' Fees 113.1, 11,3.].1 3.18.1,9.10.2.10.3.3 Applications for Payment Allard ot`Scparaic Contracts A1.5, 739, 9.?, 9.3, 9.4, 9.5.1, 9.6.3, 9.7, 9. f0, 11.1.3 6.1.1, 6. L2 Approvals :lwnrd of Subcontrncts and Gthcr Contracts for Z.I.I, 2.22, 2A, 3.1.3, 3.10.2, 3.12.8, 3.1'_.9, 3.12.10. Portions of the 1Vnrk 4.2.7, 9.:!.2, 13.5.1 5.2 Arbitration Basic Tlefinitinns 8.3.1. 113.10, 13.1.1, ]5.32, 15.4 LI :1ItCN11'ECT Iliddintt Requirements 4 LL1, 51.1. 11.4.1 Architect, Definition of Bindinc L)ispu[e Resolution 3.1.1 9.?. I I.?.9.11.3.10, 13.L1, 152.5, 152.6.1, 15,3.1. Architect. extent efAuthoriq~ 153.2. 15.4.1 2.4.1. 3.12.?, 4.1.9.2, 5.2, 6.3, 7.12, 7.3.7. 7.4. 9.2, Bailer and ~lachiuery Insurance 9.3.1, 9.4, 9.5, 9.6.3, 28. 9.10.1.9.10.3, I'_.1, 12.2.1. 11.3.2 13.5.1, 13.5.2. 141.'_, 111.#. 1.1..3, 12.1 8onds.l_:ett Archilet ,Limitations ufAutltur;q and Responsibility 7.3.'.•1.9.1U_'.!>.E0.3 2.1.1, 1.12.4, 3.12.8, 3.! "" ! 0, 1. I.Z. 1.2.1.1.?.^_, -3.'_.3. Buuds, Performance, anJ I'aymcnl 4? 6, a.?1, 42.IU, 41.12, •31.13, 5.2.1, 7A, 9.•1.2, 73.Z•1.2o.7. 9.10.3. 11.3.9. i 1.4 9.5.3, 9.6.4, 1 i.l .3, 151 Hui;ding Permit Architect's Additiuoal SI.TVICCS and expenses 3.7.1 2.1.1, I L3.I.l, 111.1, 13.51. 13.5.3, 11?.4 Init. AIA Document A28tTM-2802 CCpyngrd0.311 !3ti 1U18. 19':5 a 'a3i 1951 t<i58.186', t963,18F.v.19"+D.IW6, 1.187, 1437 ano 2007 by Thu American h i Instltu[a of Arc~uens. All nghta reevrved. WARNING: Thls AIA Doc or zoa ument Is protected by U.S. Copyright Law antl Intematlonal Treanea. Unem reproduction or tlistribulion of this AIA° Document. or any paAion of k may result in severe clvll and edminel penalties, and wlll be Drosecutva to the t maximum extont possible untler the law. iNS dceument was aroduc ed by AlA SMware at i5 X235 en 01;8TrY8': underOroer YC.SB'ST50188_l wnich rq tres on ;7'C 1:Y.~ 1 I acd Ic. nn• tr;, rr„al ' User Nates; <+.513: Sn'; Capitalization 1^3 Certificatz oC Substantial Completion 9.8.3, 9.8.4, 9.S.S Certificntzs for Payment 4.2 I, 4.2.5, 4.2.9, 9.3.3, 9.4, ).S, 9.6.1, 9.6.6, 9.7, 9.10.1, 9.10.3, 14.1.1.3, I4.2A, IS.1.3 Certificates of Inspe.:tion, Tasting or.Approval 13.5.4 Certificates of Insurance 9.10.2, 1 L l.3 Change Orders 1.1.1,2.3.1.3.4.2,3.7.4, 3.8.2.3, 3.11.1,3.12.8,4~.R, 5.2.3,7.1,7.1.3,7.2,7.3.2,7.3.6,7.3.9,7.3.10,8.3.1, 9.3.1.1, 9.10.3, 10.3.?, 11.3.1.2, 11.3A. 11.3.9. 121.2, 15.13 Change Orders, Dclinitian of 7.2.1 CILAN'GES LV T1iE 1VORIC 2.2.I,3.11,4.2.8,7,7.2.1,73.1,7A,7.4.1.8.3.I, 9.3.1.1, 11.3.9 Claims, I7efinitirn of 15.L1 CI:AI~iS AND DISPUTES 3.2.4, 6.1.1, 6.3, 7.3.9, 9.3.3, 9.10.4, 103.3, 15, 15.4 Claims and Timely Assertion of Claims 15.4. I Claims fur Additional Cost 3.2.4, 3.7.4, G. L I, 7.3.9, 10.3.2, 15.1A Claims for Additional Time 3.2.4, 3.? A6. L I , 8.3.2, 10.3.2; 15.1.5 Concealed or ['nknowo Conditions, Claims for 3.7.4 Claims For Damegcs 32A, 3. I R, 6. L 1, 8.33, 9.5.1, 9.6.7, 10.3.3, I I . I . I , 1 L3.S, t L3.7, 14.1.3, 14.2.4, I5. L6 Claims Subject to Arbitraticm 15.3.1, 15.4,1 Cleaaiag Lip 3.15. G.3 Cammencemcnl of the A'urk, Canditials Relathlg to 2.2.1, 3.2?. 3.4.1, 3.7.1, 3,10.1, 3. ]Z.6. 5.2.1. 5.2.3, G.'_2, 8.1.2, 82.2, 8.3.1, 11.1, 113.1, 11.3.6, 11.4.1, u.1.4 Commencement of the Rork, Definition of 8.1.2 Communications Facilitating Contract Administration .i.9. I , 4.2.4 Completion. Canditi~xts Relating to 3,4.1, 3.11, 3.15, 4?.2, 4.2.9, R.2, 9.4.2.9.8, 9.9.1, 9.10, 12.2, 13.7, 14.1.2 CO~iPLETiO\', PAY:\1 EN'IS .AND 9 Clnnpletion, Substantial -1.2.9, 8. ] . L 8.1.3. 8.2.3, 9.4.3, 9.8, 9.2 L 9 10. ±, t 2?. 1 3,7 Compliance with Laws I.G.I. 3.2.3, 3.G, 3.7, 3.12.10, 3.13, 4.1.1, 9.6.4, 10.2.2, 11.1,11.3,13.1.13.4,13.5.1,13.5.2,13.6,14.1.1, 14.2.1.3, 15.2.8, 15.•t?, 15.4.3 Concealed or UnAnowro Conditions 3.7.4,4.3.8,8.3.1,10.3 Conditions of the Ccmlrac2 LLI, 6.1.1, 6.1.4 Consent, N'riurn 3.4.2,3.7.4,3.12.8,3.14.2,4.1.2,9.3.2,9.8.5, 9.9.1, 9.10.2, 9.10.3, 11.3.1, 13.'_, 13A.2, 15.4.4? Consolidation or,loindcr 15.4.4 CONS'1'RUC'i(UN B\' U WNER UR BY SEPARATE CONTR\CTORS 1.1.4, 6 Construction Change Directive, Definiton of 7.3.1 Constructioa Change Directives l.l.l, 3.42, 3.12.8, 4.2.8, 7.1.1, 7.1.2, 7.1.3, 7,3. 9.3.1.1 Consvuctiem Schedules, Contractor's 3.10, 3.12. I, 3.12.2, 6.1.3, 15.1.5.2 Contingent Assignment of Subcontracts SA, 14.2.2.2 Continuing Contract Performance 15.1.3 Contract, Definition of 1.1.2 CONTRACT, TF.R~ITNATIO!V OR StiSPENSION OP'fllE 5.4.1.1, 11.3.9, 14 Contract Administration 3.1.3, 4, 9.4, 9.5 Contract Award and E~ccutitm, Conditions Relating to 3.7,1, 3.10, 5.?, G.1, 11,1.3, 11.3.6, I L4.1 Convact Documents, Copies Fllmished and Use of L5.2, 2.2.5.53 Contract Documents, Definition of 1.1.1 Contract Sum %.4, 3.8, 5.2.3, 7.2, 7.3, 7.4, 9.1, 9.4?, y.S. l A, 9.6.7, 9.7, 10.3.2, 11.3.1. 14 'A, 1x.3.2. 15.1.4. 15.2.5 Contract Sum, Definition of 9.1 t'rniract rimz 3.?.4, 3.7.5, 3.10.2, 5?.3, 7.2.1.3, 7.3.1, 7.3.5, 7.4, 8.1.1. 8.2.1, R.3.1, 9,5.1, 9.7, 103.2, ]2.L1, 14.3.?, 15,1.5.1, 15.'_.5 Contract Time, Definition of x.1.1 CO VTR\CTOR 3 Contractor, Definition of 3.1, 6.1.2 Init. NA nocument A301'•-2007. Cocyny^.le t9tl. !375 t:vt8 •9Z5 '937, x.951, 1955, 1951. !903,19«0, 1910, 1915 '987 •99'ard 2007 by Tne Anorlcan Inr9Wle NA¢hl:ocs. All ngnb refervM. WAKNING: Thin AIA' Document le protectsd by U,B. Copyright Law antl Irrtemelbnol Troetlee. Unaulhorizod 3 roprorluction or distribution of ads AIA Dnewnsnt, pr any portion pf u. may mull m soverp civil anA criminal panaklea, snE will be OrosseutoE tp the t maalmum ealenl poulble unafer the lav.. -~ is oocorrem.ss prcau:.oJ Cy A'.h scl*Narp at 15 <?.35On SPri'AG' 1 under Ciyer Np 581=750356_7 which esprtns c- 07'0 `,?011, and is nx for resale. Uwr Noted: (• 4 f 5.3T9n7; Contractor's Construction Schedules 3.10, 3. i 2. I , 3.122. 6.1.3, 15,1.51 C0n[raCtOr's Employees 3.3.2, 3.4.3. 3.8.1.3.9, 3.18.2, 4_'.3, 4._^.6, I0.?, 10.3, 11.1.1, 11.3.7, 14.1, 14.2.1.1, Contractor's Liability Insurance 11,1 Contractor's Relationship with $epnratc Contractors and Owner's Forces 3.12.5, 3.14.2, 42.4; G, 11.3.7, 12. L2, 122A Convector's Relationship with Subcontractors 123, 332, 3.18.1, 3.18.2, 5, 9.6.2, 9.6.7, 9.10.2, 11.3.12, 11.3.7, 11..;.8 Contractor's Relationship with the Architect I. L2, L5. 3.13, 31.?, 3.23. 3.2.4, 3.3.1, 3.41, 3.5, 3.7.3,3.10,3.]1,3.12,3.IG,3.1R,4.1.3,4.2,52,612, 7, 8.3.1; 9.2, 9.3, 9.4, 95, 9.7, 9.8, 99, 10:2.6, 10.3, 11.3.7, 12, 13.5, 15.1.2. 15.2.1 Cauncwrb Represcnta[ions 3.2.1, 311, 35.:1.12.6. 61.?, 81.1, 93.3, 9.R.2 Contraaor's Responsibility for Those Perfonnhtg the Work 3.3.2, 3.18,5.3.1,6.1 3,6.2,9.5.!,]0.2.8 Contractor's Review of Ctmtract Documetts 3.2 Contractor's Right to Stnp the Work 9.7 Conttactor's Right to'fcminale the Convect 13.1, 15.1.6 Contractor's Submittals 3.10, 3.1 I, 3.12.4, 41.7; 5.2.1, 5.2.3, 9.2, 9.3, J.8.2, 9.8.3, 9A.1, 9. f 0.2, 9.10.3, 11.13, 11.4.2 C.onttactor's Superintrndrnt ?.9, 10.2.6 Contractor`s Supervision and Construction Procedures 1.2.2, 3.3, 3.4, 3.I 2.10, 4.2.2, 4.2.7, 6.1.3, 62.4, 7.1.3, 7.3.5, 7.3.7, 82, 10, 12, 14, 11.1.3 Conttactual LiahiLty lnsurance I I.I.I.R, 11.2 Cuordination and Correluion 11,3.2.1, 3.3.1, 3.10, 3.126, 6.13.6.2.1 Cnpies Furni;hcd of Drawings and Spceificatinrts 1.5, 2.2.5, 3.1! Copyrights I.{. 3.17 Correction of \\'ork '_.3, 2A, 3.73, 9.42, 9.R2, 9.R3, 9.9.1, 12.L2, 12.2 Correlation and Intent of [he Contract Documents L2 Cost, llciinitiou of 7.3.7 Casts 2.4.1. 3.2.4, 3.7.3, 3.8.2 3.15.4., 5.4.2, 6.1.1. 62_3, 73.33. 7.3.7. 73.8. 7.3.9, 9.10.2, 10.3.?, 10.3.6. l 1.3, 12.1.2. 12.^_.I, 121.4, 13.5. I4 Cutting and Patching 3.14, 6._.5 Dama~c to Construction of Owmcr W Scpamlc Contractors ?.14?.61A. !01.1.2, 10.2.5, 10.4, Il.l.l. 11.3, I22A Damage to the Work 3.14.2, 9.9.1, 102.1.2, 10.2.5, 10.4.1, 11.3.1, 122.4 Dama¢es, Claims foe 3?.4, 3.18, 6.1.1, R.33, 9.5.1, 9.6.7, 103.3, 11.1.1, 11.3.5. 11.3.7, 14. L 3. 13.2A, 15.1.6 Vantages for Dolay 6.1.1, 83.3, 9.5.1.6, 9.7, 10.3.2 Date of Commcncemenl of the N'ork Definition of 8.L2 Uatc of Substantial Completion, Definirion of 8.1.3 Dav. Definition of 8.1.3 llecisions of the Architect 3.7.4, 42.6, 42. i, 4.2.11, 4.2.1?, 4.2.13, 15.2, G.3, 7.3.7, 7.39, 8.1.3, 8.3.1, 9.2, 9.4, 9.5.1, 9.8.4, 9.9.1, 13.5.2, 14.2.2, 142A, 15.1. 152 Uccisiats m \Vithhold Certification 9,4. I , 9.5, 9.7, 14.1. L3 llcfcdivc or Nonconforming \Vork, At:ceptance, Rejection and Correction of 23.1,2.4.1,3.5,4.2.6,6.2..5,9.5.1.9.5.2,9.6.6.9.8.2, 9.93, 9.10.3, 12.21 llefnititms I.I,2.LI..3.I.1,3.5,3.12.1,3.121,3.123,4.1.1, 15.1.1.5.1. 6.1.2, 71.1, 7.3.1, 8.1, 9.1, 9.R.1 Uclays anJ Extensions of Time 3.^_. 3.7.3. 5.2.3. 7.2.].73.1, 7.4. R.3, 9.5.1.9.7. 10.31, 10.3.1. 143.2, 15.1.5. 1:.2.5 Dispute; n,3, 7,39, 15.1, 15.2 Documents and Samples al the Site 3.11 Drawings. Definition of 1.1.5 Drawings a»d Specifications Use and Ownership of 3.11 Etlcctive Date of Insurance 8.'_2.11.1.2 Emergencies IOA. 11.1.1.2, 15.1.4 f mployees, Contractor's 331, 3.4.3, 3.8.1, 3.9, 3.182, 423, 42.6. 10.2, 10.3.3, 11.1.1, 113.7, 14.1, 14?.I,I Equipmtnt Lahor. Materials or I.1 3, 1,1,6, 3.•1, 3.5, 3.8.2, 3.8.3, 3.12, 3.1 1, l , 3.15.1. 41.6, 3?J, 5.2.1, 6.2.1. 7.3.7, 9.3?. 9.3.3. 9.5.1.3. 9.10.'_, 10.2.1, 10.2.4, 14.2, L!, I3?.12 AIA Document A2a1'•-2a0Z %vpyny,~lAt91•. '915 tUt819151937, 125` 1950, 153!.'563 'FG6 '970,1076. 1.6., !897 o:A:007 pYTht9r, enc9n IDIL Instate cf Ncgi:ects. All ,5yhb rcaarvnd. WARNING: Thie AlA° Documen is prolDtlod by U.a Copyright Law and Irrtematlonal Treaties. Unauthorl:ad 4 rsproducaon v dmtrlbutlon of Mls AIA° Document or any Donlon of It. may result in saverv civil and cdminal penalties, snd well be proaDCUlxd Iu the r maximum s#snt possible antler the law. Th15 Oecunwnt w9s v9duccd Dy Alia911ware 0:15:42:35 am3':E7:2911 uMe: CNder NO 6at97SD268_I which r~irs an Oir: 1:101 1, a^p 15 nD[ rCr (8591? User NOtee: !1415`~37a47j Execution and Progress of the 1L'ork 1.1.3, LZ.I, 1.2.2, 2.2.3, 2.2.5, 3.1, 3.3.1, 3.4.1, 3.5, 3.7, 1, 3.10. I , 3.12, 3.1 ~, 4.2, 62 ', 7,1.3, 7.3.5, 8.2, 9.5.1, 9.?.I, 10.2, f0.3, f2? 14.2, 14.3.7, 11.1.3 Extensions of Time 3.2.4, 3.7,4, 52.3, 7.2.1, 7.3, 7.4, 9.5.1, 9.7, 10.3.2, 10.x.1, ]a3, 15.1.5, 152.5 Failure of Payment 9.5.1.3, 9.7, 9102. 13.6, 14.1.1.3, 14.2.1.2 Faulty Rork (See Defective or Nonconforming Work) Final Completion and Final Payment 42.1, 4.2.9, 9.8.2, 9.10, 11.1 2, 11.1.3, 11.3.1, t 1.3.5, 12.3.1, 14,2,4, 14.4.3 Financial Arrangements, Uwner's 2.2.1, 13.2.2, 14.1.1.4 Fire and ExKended Coverage Insurance 11.3.1.1 GEl\'ERAL PROA'ISiO1\S 1 Governing Law 13.1 Guaralttees (See Warranty) Ilazardous ~interials 10.2.4, 10.3 Idcnnficazicxl ofSufxoniratxurs and Suppliers 5.2.1 Indemnification 3.17, 3.1 R, 9.10.3, 10.3.3, I U.3.5, 103.6, 11.3. L2, 11.3.7 In(nrmation and Services Required of the Owner 2.1 2, 2.2, 3.2.2. 3.12.4, 3.12.10, 6.1.3, 6.1.4, 6.2.5, 9.G-1.9.6.4, 9.9.2, 9.1(1.?. IU.3.3, 11.2, 11.4, 13.5.1, 13.5.2, 14.1.1 A, 14.1 A, 15.13 Initial pecision 15.2 Initial Decision Maker. Definition of 1.1.8 Wtiai Decision Alaker, Decisions 14.2.?, 14.2,4, 15:2.1, 15.2.2, 15.23, 152.4, 15.2.5 [niiial Decision Maker, ~xtetlt of Authority 1-1.2.^. 14.2.1, 15.13, 15.2.1, 15.2.2, 15.2.3, 15.2.4, 15.2.5 Injury or Damage lu Persun or Property 10.2.8, 10.4.1 lnspcaions 3.1.3, 3.33, 3.7.1, 4.2.2, 4.2.6, 4.2.9, 9.4 ?, 9.R.3, 99.'_. 9.10.1, 12.2.1, 13.5 Inaructions to Bidders 1.1.1 instructions to the Contractor 3.2.4, 33.1, 3.8.1, 5.2.1, 7, R.2.?, I?, 13.5.2 Instruments of Service. Definition of 1.1.' Insurance 3.IR.1.6.1.t, 7.3.7, 9.=.2, 9.8.4; 9.9.1, 9.102, 11 Insurance, Boiler and ~fachincry 11.3.2 Insure ncc, Contractor's Liability lI.1 Insurance, Effective Data of R.2.2, 11.1.2 insurance, Lt1.cc of Use 11.3.3 Insurance, Owtler's l,iahility 1 i.2 Insurance, Property 10.2.5, 11.3 Insunulce, Stored Materials 9.3.2 L~SUR.MCE :~'D BOVDS I1 lnstrtance Companies, Consent to Partial Occupancy 9.y.1 Intent of the Convect Documenu 1.2.1, 4.2.7, 4.2.12, 4,2.13, 7.4 Interest 13.6 interpretation L23, 1.4, 4.1.1, 5.1, 6.1.2, 15.1.1 Inferprctatiorts, li'ritteo 4.2.11,4.2.12, 15.1.4 Judgtncnt on Final Award 15.4.2 Lalwr and 1aterials, Equipment L 1.3, 1 I.G, 3A, 3S, 3.8.2, 3.R.3, 3.12, 3.13, 3.15.1, 4.2.6, 4.2.7, 5.2.1, 6.2.1, 7.3.7, 9.3.2, 9.3.3, 9.5.1.3, 9.10.2, 10.2.1,1Q2.4,14.2.1.1,14.2.1.2 Labor Disputes 8.3.1 Laws and Regulations L5.3.2.3,3.6,3.7,3.12.10,3.13.1,4.L1,9.C>.4,9.9.1, 10.2.2, l I.LI, 11.3, 13.1.1, 13.4, 13.5.1, 13.?.2, 13.6.1, 14, 152.8. 15.4 Liens 2.L2, y3.3, 9.10.2. 9.IOA, li.2.8 Limintticros, Stahucs of 122.5, 13.7, 15.4.1.1 Limitations of Liability 2.3.1,3.2.2,3.5,3.12.10,3.17,3.18.1,4.2.6, 4.2.7, 4.2.12, G.2 ~, 9A.2, 9.6A, 9.6.7, 10.3.5, 10.3.3, 1 I. L2, l 1. 3.1'_.5, 3.15.1, -1.2.7, ?.4, R2. 9.2, 9..3. I. 9.3.3, 9.10, 1 1.1.3, 1 L3.1.5, 13J, 14.15 5.2. L 93, 9.4.? 9.6. 9. I OS Init. AIA Document A101 ^' - 1067, Copyrignt a:. '911. t=15 1518 "925 1837. 1951, 1$58. 1961, 1563. 19fiE, 1976, 1975, 1987, 1997 antl 2007 by T.nO Pmerren Incubae 41 Prc'+~.le~. NI agate reserved. WARNING, Thts AIAe Document 19 pmu<ted by U.S. Copyright low and Intemetionet Treallea. Unatnnor¢ed 5 repr,atlurtmn or dialribution of this AIA° Documonl, or ony poRion of it, may reevlt In atvere dull end criminal penalties, and wilt do prosecuted to the maximum extent possibie under lho taw.7-.is=_ecuront was pnxluoedMA•A sdM'arc at l5 d¢3$onCLG7:7611•_nder Oroer NO 5819756269_1 N•n¢b c>circ. on 6/f71;gG11 and is naf,'rr ::kale lher Nplea: 1141513?8A l) ~latcrials, Labor, Equipment and 1.1.3, 1.1.6, 1 J.1, 3.4.1, 3.5, 3.R.2, 3.8.3, 3.12, 3.13.1, 3.15. I , 4.2.6, 4-2.7,1.2.1. G ~.1, ? 3.7, 9.3 2, 9.3.3, 9.1.1.3, 9.10.2, 10.2. L2, 10.2.4, 14.2. L 1, 14.2.7.2 _\tcans, ~lrthods> Techniques, Sequences and Procedures of Construaien 3.3.1, 3.12.10, 42.2, 41.7, 9.4.2 ltechanic'c Lien 2.12. li_'.8 1~fediafion 8.3.1, 10.3.5, 10.3.6, 15.2,1, 112.1, 15.2.6, 15.3, 15.4.1 c~linur Changes in the VI'ork 1.1.1,3.!^_. R.4ZR,7~1, i,4 1111SCELL.~II~EOUS PRO~'SSIO\S 13 Modifications, Definition of 1.1.1 l.foditications to the Conuact LL1, 1.12, 3.1 I, 4.12, 4.2.1, 52.3, 7, S3.1, 2?, 10.3.2, 11.3.1 Mutual Respnnsibilih~ 6.2 Raacantoratiag Rork, Acceptance of 9.G.G, 9.9.3, 12.3 Nunconlorn»ng \\'ork, Reje:,tien acrd Corrctaion of 23.1, 2A.1, 3.5, 4.2.6.6.2.4. 9.5.1, 9.8.2.993.9.10.4, 12.2.1 Notice 22. I, 23. I, ^_.4.I, 3.2.4. 33.1, 3.7.2, 3.12.9,1.2.1, 9.7, 9.10, 10.2.2, 11.1.3, 12.2.2.1, 133, 13.5.1, 13,5.2, 14.1,14.2,1.2.8,15.4.1 Notice, N`ritteo 23.1,2.4.1,3.3.1,.1.9.2,3.12.9,3.12.]0,1.2.127, 9.10, 10.2.2, 10.3, 11.1.3, 11.3.6, 12.2.2.1; 13.3, 14, 15.2.8, 15.4.1 Notice of Claims 3.7.4, 102.8, 15.1.2, 15.4 Tyotice of Testing and Inspections 13.5.1, 13.5.2 Obscn~atian;: Con~actDPs 3.2..1.7.4 Occupancy 2.22. 9.6.6, !1.8, 11.3.1.1 1.1.1, 2.3, 3.92, 7.822, 11.3.9, 12.1. 12.2.2.1, 13.5 2. 14.3.1 OR'~TR 2 Owner, Definition of 2.1.1 Uwacr, lnformatiou and Services Required of the 2. L2, 2.2; 3.22. 3.12.10, 6.1..3, 6.1.4, 62.5. 9.3:1, 9b.1, 9.6.4, !>J.2, 9.10.3, IU33, I L2. 11.3, 13.5.1, 13.1.2, 14.1.1 4, I •t L4, 11. L3 Uwner's Authority 1.5,2.1.1,1.3.1,2.4.1,3.4.2,3.8.1,3.12.10,3.14.2, 4.12, 4.1.3, 4? 4, 4.2.9, 52.1, 5?.4, S.4.I, G.I, G3, ?2.1, 7.3.1, 8:2.2, 8.3.1, 93.1, 9.3.2, 9.1.1, 9.6.4, 9.9.1, 9.10.2, 10.3.2, 11.1.3, ] 1.3.3, 1 I3.IQ, 1222, 12.3.1, 13.2 2, 14.3, 14.4, 112.7 Owmer's Pinarcial Capability 22.1, 132 2, 1-1.1.1.4 Owners Liability Insurance 11.2 Owna's Relationship with Subconvactors L L 2, 5 '. 13.:.4, 9.6.4, 9.10.2. 14.2.2 Owner's Rigbl to Carry Uul the Work 2.4, 14._.2 Owner's Right to Clean Cp 6.3 Uwner's Right to Perform Construction and lu Award Separate Contracts G.1 Uwner'f Right to Stop the Rork 2.3 Owna's Right to Suspend the Work 14.3 Owner's Rie1ri lo'I'ermutate d,c Contras LL2 _ Ownership and Use of Drawings, Specifications and Other Instruments o(Sen~ce I.I.I. I.1.G. 1.17, 1.5, 2 2.5, 3.2.2, 3.11.1, 3.17, 42. I'_. 1,3.1 Partial Clccupancr• or Lse 9.6.6, 9.9, 11.3. t .5 Patching, Cutting and 3.13. 6.2.5 Patents 3.1 ; Payment Applications 1'or 42.>, 7.? A, 9.2, 9.3, 9.4, 9.5, 9.6.3. 9.7, 9.R.5, 9.10.1. 14.13, IS?.4, 14.4.3 1'ayntent. Certificates for 4.2.1.4.2.9,9.33,9.4,9.5,9.6.1,9.6.6.9.7,9.10.1; 9.10.3, 13.7, 141.1.3, 14.2.4 I'aymcnt, Failure of 9.5.1.3, 9.?. 9.10.2, 13.6, 14.1.1.3, 14,2.11 Paymcn t, Final ~.^_. I , 4.2.9, 9. R 2, 9. I0, 11.1 ?, 1 i .1.3, 1 L4. 1 , 12.3.1, 13.7, ] a.2.4, 14.4.3 P:+cment 6und. Perform:mce Bond and 7.?.7.4, 2GJ. 9.IU.3. 11.4 Payment+, Progress 9.3. 9.G, 9.8.5, 9.10.3, 13.6. 14.'_.3, 15.1.3 P.4 Y'>IEVTS AND CONIPLETiON 9 Pavmcn Ci to ~uhcortractors 5.42. 9.5.1.3, 9.6.2. 9.6.3, kG.4, 9,6.7. 14.2.1 PC'B 10.3. I Init AIA Document A201°-2007. CopY^Oht91511, 1915, 19'9, 1525, ifr37, 195•. tP55, 1^rt '553, t3e0 '910 '~75, 1387, 1997 and 2D07 b9 -he Pn,a ~cw ~•;zawte cf h¢N:ecL. All rignta rasarvad. WARNING: This AIAa' Document is prctecte0 by U.S. Copyright Lew and bnemanonal Troatios. Unautnonxed 6 reproduction or dL•trlbution of this AIAS Documorrt, or any portion of lt. may result m severe clvll and edminal penalties, antl will bo prosecuted W Ne ) maximum extent possible under the law. Thiscoa:mentwss precut!.; by Al?. sonwars att«2:JS On J'r•Y.?2611 undm C,tlr. NO.56/975D2Ga_t wn¢r, cxp.•ss c-.CTO1,`eon anti's not •or re>a1e User Nel99t (14151?`6<?) Performance Bond and Payment Bnud 7.3.7.4, 5.6J, 9. ] 0.3, 1 l.i Permits, Fees, Nutices and Compliance with Laws 22.2, 3.i, 3.13, 7.3.7.4, 10.22 PERSONS AND PROPIiR7Y, PRO'1"EC'I'lON OF 1D Polychlorinated Biphenyl 10.3.1 Product Data, Definition of 3.12.2 Product Data and Samples, Shop Drawings 3.1 t. 3.12, 4.2.7 Progress and Cnmple6on 4.2.^_, 8.2, 9.8, 9.9.1, 14.1.4, I S. L3 Progress Payments 93. 9.6, 9.8.5, 9.103. 13.6. 1423. 15.1.3 Project, Definition of 1.1.4 Project Represcrltntives 4'.10 Property Insmbnce f0 ? 5, 11.3 PKOTECTION OF PERSONS AND PROPERTY 10 Regulations and laws I.S, 3.2.3, 3.G, 3.7, 3.12.10, 3.13, a.l.l, 9.6.4, 9.9.1, 10.2.2,11.1,11.4,13.1,13.4,13.5.1,13.52,13.6,14, 152.8, l5A Rejection of Work 3.5, 4.2.6, 12.2.1 Releases and Waivers of Liens 9.10.2 Representations 3.2.1.3.5,3.12.6,622,8.2.1;9.3.3,9.4.2,9.5.1,9.8.2, 9.10.1 Represtntalives 2.1.1,3.1.1,3.9,4.1.1, 4.2.1, 4.2.2,4.2.f0,5.1.1,5.1.2, 13.2.1 Kesponsibility fur 771ose Pcrfarming the N:~rk 33.2,3.18,4.2.3,5.3.1,6.1.3,6.,6.3,9.5.1, 10 Retninage 9.3.1, 9.62, 9.8.5. 29.1.9.10.2.9.10.3 Review of Contract Documents and I'Scld Conditions by Cattractor 3.2, 3.12.7, 6 X1.3 Review of Cenireclor's Submittals by Owner and Architect 3.10. I , 3. I Q2. 3.1 I, 3.13, 4.2, 52, G.13, 92, 9.82 Review of Shop fhawines, Product Dau and Samples by Contrador 3.12 Rights and Remedies 1.1.2. 2.3, ? 4, 3.5...7.4.3.15.2.42.6, 53, 5.d, 6.I, 63, 7. , I, 8.3, 9.5.1, 9.7, 10.2.5, 10.3, i 2.21. 1?.2.4, 13.4, 13, l i4 Royalties, Pntenls and C'upyri_hts 3.(7 Rules and Notices Cor Arbitration 15,.f.1 Safety of Pcrxnns and Property 10.2, 1U.4 Safery~ Precautions and Programs 3.3.1, 4.2 2, 42.7, 5.3.1, I D. t, 10.2, 10.4 Samples, llefiniticn of 3.1? 3 Samples, Shop Drawings, Product Data and 3.1 I, 3.12, 4.27 Samples at the Sile, Ducuments and 3.11 Schedule of Values 9.2, 93.1 Schedules, Consavction 3.10,3.12.1,3.12.2,6.1.3. 15.1.5.2 Separate CCY1fraCtS and Ccmtraaun 1.1.4, 3.12.5, 3.14.2, 4.2A, 4.2.7, G. 8.3.1, 12.1.2 Shop Drawings, Definition of 3.1?.I Shop Drawiags, Pruducl Data and Samples 3.11, 3.12, 4.2.7 Site, Cse of 3.13, 6.1.1, 6.2.1 Site Inspections 3.2.2. 3.3.3. 3.7.1. 3.7.4, 3.2, 9.4.2, 9.ID.1, 13.5 Site Visits, Architect's 3.7.4,422.429.9.4.2,9.5.1,9.9.2,9.10.1, 13.5 Special inspections and Testing 3 2.6, 12.2.1. 13.5 Spccificatioos. Dclinitiun of 1.1.6 Specifications I.I.I. I.I.G, 1.2.2, 1.5, 3.11, 3.12.10, 3.17, 4.2.14 Statute of Limitations 13.7, 15.4.1.1 Stopping the Work 2.3, 9.7, 10.3, 14.1 Stored \laterials G.2.1. 9 3 2. 102.1 2, 1023 Subcartractor, Definition of 5.1,1 Sti BCON'I'RACTORS 5 Suhcnntraaors, l1'ork by I ? 2, 3.32, 3.1 _'. I , 4.2.3. 52.3, i 3, 5.4.9.3. I ?. 9.6.7 Subcontractuul Relations 5.3. 5.4. 9.3.1.2. 9.6, 9.10, 102.1, 14.1, 14 2.1 Suinninals 3. I q 3. I I, 3.12, 42.7, 5_'. I , 5.2.3. 7.3.7, 93, 93, 9.8, 9.9. I. 9, I D.2, 9.103, 11. L3 Submittal Schedule 9.10,?. 3.12.5, 4.2.7 Subrogation, 1'1'aivers of 6.1.1.11.3.7 Inft AIA DOCUmenl A201^-1007. Culrr iphl ~~?511 'SI5, 19!9, 1.721, 1737,1951!958!%', 19F. 7, 19@%>, 197a1978,7987, +997 and 20076Y The Anerican Ins421e W P.¢ncnav. All rights nso rvad. WARNING: Thls AIA Document la protMea by U.S. Copyright Law antl IMamational Troatlna. Unauthorizetl 7 repr,xlucuon or tlnlribution of thin AI0.e Document. or any portfan of IL may maun In sevsm elvll and criminal penalaes, antl will by proaeeuted to the ~ maeimum ectentpmslble untlerthe Nw.'^,e JCCUme^I was;:mrL,vcd.:y PlA Sdtwam at 15'.42:35 oc Ot1a7.r2a11 under Crtler NC 5814750269_1 which eapbes on O];0!;:Olt, acd i+r.+l Im m:ale User Nulas: (tq 15! 37847) Substamial Completion 41.9, 8.1.1, 3. L3, 8.23, 9.4.2.9.8, 9.9.1. 9.10.3, 12Z, 13.7 Substantial Completion, Uefini[ion of 9.8.1 Substiuuion oCSubcontractors 52.3.5_'.4 Substitution of.Archilcct 4.1.3 Subs[iru[ions of \4aterials 3A2, 3.5, 7.3.8 Sub-subcontrac[oq Definition of 5.1.2 Subsurface ConditiDns 3.7.4 Successors and Assigns 13.2 Supcriatcudent 3.9, l U.2.6 Supervision and Cons[ruc6on Procedures 1.2.2, 3.3, 3.4, 3.12.10, 4.22, 4.2.7, 6.13, 6.2A, 7.1..3, 7.3.7, 8.2, 83.1, 9.4.?, 10, I2, 14, 15.1.3 Surety 5.4.12, 9.8.5, 9.10.2, 9.10.3, 14.2.2, 15.2.7 Suraq, Conacnt of 9.10.2. 9.10.3 Sun eys 2.2.3 Suspension by the Owner for C.bnveniencc 14.3 Suspension of the Rork 5.4.x, 14.3 Suspensiot or'l'erTnination ol'Ihe Contract 5.4.L1, 14 Taxes 3.ti. 3.8.2.1. 7.3.7,4 Termination bvthe Contractor 14.1, IS-L6 Termination hy' the Owner for Cause 5.4,1.1, 14.2, 15.Lfi Termination by the Owner for Com~enicncc 14.4 Temlinar.on ofthe Ardlitect 4.1.3 Tcnninatinn of the Contractor la.z.2 CO\ T'RAC'T 14 Tests and lnspeclions 3.1.3+. 3,3.3, 4.2.2, 4."_.6, 4.2,9, Ri.2, 9.8.3.9.'1.2, 9.10.1, 10_:=.^_, i L-1-I.1, 122.1, 13.5 TIME x -Time, Delays and Extensions of Time Limits 2.1.2, 22, 2A, 3.2.2, 3.10, 3.1 I, 3.12.5, 3. I5. I, 4.2, 5.2, 53, SA. 6.2.4, 7.3, 7A, 8.2, 9.2, 9.3.1, 9.3.3, R4.1, 9.~, 9.6, 9, 7, 9.8.9 9, 9.10, 11.1.3, 12.2, ]3.5, 13.7, I4, 15.12. 15.4 Time Limiu on Claims 3.7.4, 10.2.8, 13.7, 15.1.2 Title to Work 93.2. 4.3.3 Transmission of Data in Die_ihal Form 1.C l-M1COVF.RING Al\D CO1tREC'TIOr OP WORK I'_ Cncovering of Rork 12.1 L nforeseen Conditions, Concealed a Unknown 3.?.~1, 8.3.1, 10.3 L:nit Prixs 1.3.3.2. 7.3A Cse of Documents 1. L I , 1.5, 2.2.5, 3.12.G, 5.3 Cse of Sile 3.13, 6.1.1, 6.2.1 ~~ aloes, Schedule of 9.2, 9.,i.1 Waiver of Claims by the .9rchitect 13.4.2 - Waivcr of Claims by the Contractor 9.10.5. 13.4.2, 15.1.6 Waiver of Claims by the O+vnts 9.93. 9.10.3, 9.10.4, 12.2.2.1, 13.4.^_, 14.2.4, I5.1.G Waiver of Consequcnliul Uamagcs 142.4,15.LG Waiver oCLiens 9.10.2, 9.10.4 Waivers of SubroKation n.Ll. [1.3.7 Warranty 35, 4.29, 9.3.?, 9.8.4, 99.1, 210.4, I'__'.2, 1.3J \1'cathcr Ucl:+vs L IS? 11'ork, hefinitiotl of 1.t.3 P'riucn Canscnt l5 2, 3.4,2. 3.?.•[, 3.12.8, 3.14.3, 4.1.2, 9.3,2. 9.8.5, 9.9.1, 9.102, 9.10.3, 11.4.1, 13.?, 13.4.2, 15.4.4.2 \~'Rtl:n 1nICTPFCIallOn3 4.2.11, 4.2.12 11'ritten Notice _ 3 2.?. 3.3. I. 3.9, 3. I'_.9, 3.12. ] U, 5.2. I, 8?.2, 9.7, 9.10, 102.2, 10.3. 11.13, 122? 1^_2A, 13.3, la, 15.x.1 \Vritlrn Chdcrs 1.LI,'.i,.9, 7, 8.2.2, 12.1, 12.2, 13.5.'1, 14.3.1, t 5. t.2 32.4. 3.7 4, 5.2.3. 7.2.1. 7.3.1.7.4. 83. Q.S. I. 9.7. ]0.3.?, 10.4.1. ]4.3.2, 15.1.5, 15.'_.5 AIA Document A201°-2007, LaFY~9"tC 191+ 15f£. '~5id '9751937,1951.1953,1981,1987.1965,1970,19?6. 1987. 199'ard 2007 oy T`'z '.~encan INL Insvlu'E p' Arpnrteds. All fights rcservedr WARNING' This AIA° OccumsM is prctpcbM by V.S. Copyright Law and Intrrmational Trestlos. Unauthprizsd reproduction or dlslribullon of m!s AIA DocmnenL or any pudion of it, may .csuli In svverc tlvll and vimind powltles, and wilt ue prnencuted tp the ~ maximum extent possibhr under Nalaw. Th~sdr_~menl was nrpducpd py nln sptre~arc at 1542:25 pr p1;U7~F.'t urder~rdor NO.rib 15.'SC253_l vrnm^e~irrs On U7~~ 11:011, ar{ IS opt ICr mSale. User Notes' (1d!51374a 7) ARTICLE 1 GENERAL PROVISIONS § 1.1 BASIC DEFINITIONS § 1,1.1 THE CONTRACT DOCUMENTS [hc CCDtracl Ducumrnts arc enumerated in the .Agreement between the (h+na and Crnltmctclr (hereinafter the Agreement) and consist ofche ,4greement, Conditions o1 theConlraq (Grneral, Supolcmmtary and ether Cunditicvtsl, Drawings, Specificatims, Addenda issued prior [o execution of the Contract, other documents listed in the Agreement and Iwfetli6cations issued after exe`•ution of the Contratt. A Modificaticn is (1) a written amcndrncnt to rile Contract aigned by both parties, (?) a Change Order, (3) a Constructim Change Directive or (4) a written ,xder fnr a minor change in the Work issued by the Architect. L"nless Specifically emlmaatrd in the Agreement, the Contract Documents do not include the advertisemrnt or invitation to bid, Instructions to Bidders, sample forms, other information furtilshcil by the Owner in anticipation of receiving bids nr proposals, the Contractix's bid or proposal, or portirns of Addenda relating to bidding requirements. § 1.1.2 THE CONTRACT 7fie Contract Ductmtents lvrm the Contract for Consvuction. The Convect represents the entire and integrated agreement between dte parties hereto and superseclt:s prier negotiations, representations nr agreements, either written nr or:d. 'Ihe Contract may be amcndod m modified only by a Modincation. lfie Contract Documents shall not be construed to create a contractual relationship of any kind (1) betwern the Contractor and the Architect or the Architect's consultants, (2j between the Owner and a Su6convactur or a Subsubcontractor, (3) beM•een the Owrrla and the ArJlitcct or the Architect's consultants nr (4) between airy persons or rntitics other than the Owner and the Contractor. The Architect shall, howewa, be auitled to performance and rnforcement of obligations under the Contract intended to facilitate performance oC the .Architect's duties. § 1.1.3 THE WORK The tam "Work" means the consrivction and services required by the Ccmtratt Documents, whether complacd or partially contplcted, and includes sll other labor, materials, cyuipmrnt and services provided or to be provided by the Contractor to fulfill the C(NIImGOr'S obligations. The Work may constitute the whole or a pan of [he Projeea. § 1.1.4 THE PROJECT The Project is the total conswction of which the Work performed under the Contract Documenu may be the whole or apart and which may include a'atstruclion by the Uwner and by separate contrac[txs. § 1.1.5 THE DRAWINGS lire Drewines etc the graphic and pittorial portions of the CenvaM Documents showing the design, lomtion and dimrnsions of [he Wbrk, gelterally including plans, elevations, sections, details, schedules and diagrams. § 1.1.6 THE SPECIFlCATIONS the Specifications are that portion ofthe Contract Documents consisting of the written requirements for matmals, cyuipmcnt, systems, standards cord worktnnnship for the W'orit, and performance of related services. § 1.1.71NSTRUMENTS OF SERVICE Insvumalts of Scrvicc arc representations, in any mediwn ofexpressitm now known or laterdwcloped, oftite tmtgiblc and intangible creative work perfxmeJ by the Arrhilcd and the Architect's consultanu under their respective prcfessional servir.e, agrcenlcnb. trstrumcnts of Service may include, w•ithuut limitation, studies, sun•cys, models. sketches, drawings. s~ciiication+, and other similar materials. § 1.1.61NITIAL DECISION MAKER 711e Initial Dccisian h1aka is the person identified in the .Aereement to render initial decisions on Claims in accordance with St~.tiun I>.2 and ccrtity termination of the Agreement under Scclion 14.2.2. § 1.2 CORRELATION AND INTENT OF THE CONTRACT DOCUMENTS § 1.2.1 The intent ofthe Contract Uocumcmts is to include all iteltls necessary fur the proper execution and completion o[ dte Work by the Cuntracror. The Contract Da;umetns are complementary, and what is required by one shall be ss binding as if required by all; paformuncu by the Contractor shall be required only to the extent tbnsistrnt with the Contrau Lktcumernls and rcasonahly inferable trcmt Ihcm as being necessary• to produce the indicated results. Inft. AIA Document A201 ^'-2007. CoFYr10^t is1911,1515.'518. '925 'Oa71951, 1858, 1961 !987.?508.1910,1818. 1981. 1997 ard2C07 tY The-me~icsn inetitpB c1 yrcnrtects. NI dgnta reaarvotl. WARNING: Thie AIA° Document la prolaetod ay U.a. CopydgM Law end Inbmaponal treatloc. Llnauthurleed 9 noproductlon or ohtriaution of Inb AIA~~ Doarmont, or any portion of It, may rroua in wvors civil and criminal penaitlas, antl will ba proeeculed to the t rruslmum ertenl posaiblu undortlre law.T-s tlxumem weer prxxei by AfA SOMvare x115 f235 on OLC7.20t1 under Order Na 5815750268_'wnich n{~~~-. m 07.0 v2U 11, and is -otfor 2sale. Ucar Notec: 1111513?'ctrl) § 1.2.2 t?rganization of die Specifications into divisions, sections and articles, and arrangenhen[ of Drawings shall not cxmvnl the Contractor m dividing die 1Vark among Sulxentrasars a in establishing the extent of 1Vork to be performed by any trade. § 1.2.3 Cnless otherwise stored in the Cunvacl D.xmnents, words that have well-known tcchniwl or con SVUCtiat industry meanings are used in the Contras Documents in accordance u~th suit recognizt;d meanings. § 1.3 CAPRALIZATION 'Perms capitalized in these Genera! Conditions include those [hat are (I) specifically defined. (2) the dues nfnumtiered articles ; r (3) dte titles of other documrnts published by the American hisii[ule of Architects. § 1.41NTERPRETATION In dte interest ofbrcvity the Convect Documents freyurnlly omit modifying words such as "all" and "vry" and articles such as "the" and "an," but the fsct that a modifier a an article is absent Gem one aatement and appears in another is not intended to affect the interpreta[ion of either mtehnent. § 1.5 OWNERSHIP AND USE OF DRAWINGS, SPECIFICATIONS AND OTHER INSTRUMENTS OF SERVICE § 1.5.1 The Architect xnd the Architect's cunsultares shall be deemed the authors and owners of their respective [nsvutttenis of Service, including the Drawings and Specifications. and will retain all cnmtnon law, statutory and other reserved rights, including copyTigti[s. The Convasor, Subconvasors, Suter-subconvasors, and material or equipment suppliers shall not own nr claim a copyriGht in the Listrummts of Service. Submittal or disrrihtttion to meet of7icinl regulatory rcquiremrnt_a or for utha• purposes in eannrtion with this Projes is not to tie cons[nhed as publie:ation in derogation of the ArchitecPs or Architect's uunsultants' recerved rig}Its. § 1.51 The Contrasor, Subcontractors, Soli-subeontracrors and nwtcrial ur equipment suppliers are authorized to use and rt'produce the Instrtmienis of Service provided to them kilely and exclusively for execution of the Work. All copies made undex this authorization shall bear the copyrigtn notice, if any, shown on die Instruments of Service. The Contracur, Subconvacta's, Sub-subcontractors, slid material er equipment suppliers may not use the histnmients of Service on other profess or for addi[ions to this Project outside the scope of the 1Vork widwut the specific wniucti consent ofihe Ciwncr; .Architect and the.Arcfhittrt's consultants. § 1.6 TRANSMISSION OF DATA IN DIGITAL FORM if the parties intend to vvismit Instnunrnts uf5crvice Or any other information or documentadon in digital form, they shall endeavor to establish necessary protocols governing such transmissions, unless othcnvise already provided in the .Agrtxmrnt nr the Convect Ductrmcnts. ARTICLE 2 OWNER § 2.1 GENERAL § 2.1.1 The OwTter is the person or entity identilicd as such in the Agreement and is referred to thruuglivut the CuntracY Dtcuments as if singular in number. The Owner sha11 designate in writing a rcprescntative who shell have express authorin~ to bind the Owner with respect to all matters requiring the Owner's approval ur aulhorizadon. Except as o[hawise provided in Section 4.2.1, the .Architect does not have such authority. 'Ihe Icrm "Ovrner" means the (hurter nr the thvner's authorized reprrsrntative. § 2.1.2 The C)wner shall famish to die Ctsttractor within fifteen days atier rec:eipl of a written request, information necessary trod relevant far the Cnntrac[ur to a~aluate. give nrnice o[ or enforce mechanic's lien rights. Such information shall include a correct statement of the record Icgai der to the property en which the 1'ruject is located, usually rcfemed m the sits and dhe Otmcr's interest [hereto. § 2.21NFORMATION AND SERVICES REQUIRED OF THE OWNER § 2.2.1 Prior to comme.ICCmcnt of the Work, the Contractor may request in writine Ihal the Uv+Tter prmide reasonable evidence that the Owner has made financial atTaiiemicnts to fi,lrillthe Owner's obligations under the Cenvuct 'IherraRa. the Contractor niay only rcyucst such evideux if (1) die Owner fails to make payments to the Convector as the Contract Documents require; (2) a ciianee in the Wurk mat~Tially changes the Contract Sum; or (?)the Convacwr identifies in writing ¢ reason;ibic concern regardine the Owner's ability to make payment when due.'1'he Owner shall furnish such cviden;:c ¢s a condition precedent to connnencemem ur conlinu¢tiun of the Work or the IOIL AIA Document A201'•-20AI. CAFYnprlL `411.'tit5. '918'9;5 '9a?.'v51 'b58, t9G 1. 19G a, 1905,1970.+AT5. '~98i,I{tang 700?bY Tne Amercm tnSCMe of hc-axts. All HAhtz ressrvvtl. WARNING: Thlz AIA' Document Is Drotectetl oy LLS. Copyright low antl IntemeUpnsl Trvatles. Unsuthpnaatl reprptlUCUOn or dia[rthutinn OI Ihlp AIAe DOtunlept, OI eery pOrlbn O(n, Imy mBUh i0 Bluer! [lull antl Mminsl penihles. 8ptl WIII UB prpAOe Uletl to fh0 r ma.imnmortsnt possible untlerthe law.'usancunmm xvsprotlucetl Ey AlA SOrtwere nt ti42.950~01:0%•401t Uneer DWm+rc sa'=X50268 'I ~ri`c: omires vn 7RC 1+2uN, end Is ~ oHm ressle User NOtest (14?513?8A;) portict of the \VOrk affected by a material change. After the Owner fumisha the cvidcace, the Owner shall not materially vary such financial arran¢emrnts without prior notice to the Convector. § 2.22 Except for permit; and fees the[ are the responsibility of the Contractor under the Contract Documents, including those required under Section ?.7. t, the Ow71ef shell secure and pay for necessary approvals, easemrnts, assessmetns and charges required 1'or wnsvuction, use or occupnncy of permanent structures or for permanent changes in existing facilities. § 2.2.3 The Owner shall famish surveys describing physical characteristics, legal limitations and milin,• locations for the site of the F4oject, and a Iettal description of the site. The Contractor shall be enotled [o rely on the accuracy of information famished by the Owner but shall exercise proper precautions relating to the safe performance of the \\'cvk. § 22.d The Owner shnll famish information or scrvit:es required ofthe Owner by [he Contract Documents with reasonable promptness. The Owner shall also furnish any other infottnatitm or services under the Owner's convol and relevant [o the Contractor's performance of the \Vork w'idt reasonable prompmess after re: Giving the CgltraCtOC'S writtrn request fur such information or services. § 2.2.5 Unless otherwise provided in the Cornract Dceuments, the Owner shall furnish to [he Convector one copy of the Convect Dcrummts for purposes of making ropraluctions pursuant to Section I.5.2. § 2.3 OWNER'S RIGHT TO STOP THE WORK If the Cmtractor fails to correct Wnrk that is no[ in accordance with the rcyuirements of the Convec Ik~eumen[s as required by Section 12.2 or repeatedly foils to carry nut Work in accordance with the Convect Documents, the Ouster may issue a written order [o the Comructur to stop the Work, nr any ponion thereol; until the cause For such order has been el iminated; however, the right of the thsner to stop the N'urk shall not give rise to a duty on the part of the lhvner t., ~s'. ~ ie,c Ibis right for the batten"t of the C'onvactur or any' other person or en[ity, axcep[ to the extent reyuircd by ~:ctii:r (i.l..i. § 2.4 OWNER'S RIGHT TO CARRY OUT THE WORK Ifthe Convacor defnults or neglects to carry out the Work in accordance with the Convect Documents and faits within aten-day period after receipt of written notice from the Owner to commence and continue corzectirnt of such default or ncplect with diligence and prompmcss, [hc Owner may, without prejudice to other remedies the Owner may have, corzec such deficiencies. !n such case an appropriate Change Order shall he issued deducing frmn pavmena then or dtrzcaRcr duo the Contractor dte reasonable cost of correcting ouch deficiencies, including Ownds cspensrs and compensation for the ArJtitec;t's additional services made necessary by such default, neglecs nr failure. Such action by the Owner and amounts charged to the Contractor are both subject to prior approval of the Arcfiitect. 11' payments then or thereafter due the Convadrx are not sufticirnt to cover such amountq the Contractor shall pay the difftrrncc Io the Owner. ARTICLE 3 CONTRACTOR § 3.1 GENERAL § 3.1.1 The Contractor is [he person ur entity idcnti6cd as such in the Agreernrnl and is referred to throughout the Convect Documents as it singular in number. The Convector shall be lawfully licensed, ifrequired in the jurisdiction where the Proje~-t is located. Tito Convector shall desigrlatc in writing a representative who shall have express authority to bind the Contractor widt respett to all matters under dtis Concoct. the term "l'ontrac[or"means the Convector or the ConvacWr's authorized rcpresentativ'e. § 3.1.2 The l'ontmcor shall perlorm the Work in acenrdance with the Contract Dtruments. § 3.1.317te Contractor shall nttt be relieved of ubli~aticros to perfnrnr the Work in accordance with the Contract Documents either by activities or duties u(lhe Architect in the Architect's atlminisvation ol•dte Cnnmct, or by tests, inspetliens or approval<_ rcyuircd nr performed by persons ur entities other than the Contractor. AIA DoCUmeltl A1at "' - 3067. Copv151~t'~ I a 1 7. 1 U I v. 1 B 18 ' 925 '~9a7 1951, 1451, 1961, I9b J, 1 B5a. t 57o ! F:'e ! 967 ' 997 and 2007 ty Tne Amoncan In IL Insvwte pf Rrc^,4t_s, All rlghn rvasrved. WARNING- Thle AIA° Document is protactetl by U. S. Copynght Low antl brtsmational Trsa[lea. UnaNhorized ~ ~ reproduction ur disltlbutien of this AIA' Document, or any porllan of It, may vault in severe clvll and crlminal penallbs, and will ba pmaaaRad to the ma.imum sztant poseibla wltler the bw.lh eeocur-.en!+aa prcOUZO 6y AiA SOnware et lS aZ:`~rn OtrGT.et'unoor Order rlo.5at57502flB_1 wnLn eq:neA on G7~'. 172x`1 ono ~s no! for ~eann Ueer Notes: (t~~5 ~37tlay) § 3.2 REVIEW OF CONTRACT DOCUMENTS AND FIELD CONDITIONS BY CONTRACTOR § 3.2.1 l:xzcu[ion oFthe Q~nrrace by the Contrattor is a repraznlxliw that the CentracKOr has visited the site, become genzrxlly familiar with lot~l conditims undo which thz W'or1; is to be performed and correlated personal Observations +sith requirements of the Contract Decunten[s. § 3.2.2 Because the Ccmtratt Documents are complementary, [he Contractor shall, before starting each portion Dfthe ~i'ork, carefully study and compare dte various Contract Documents relative to that portion of the ~VOrk, as well as the information furnished by the Owner pursuant to $eclion 2.2.3. shall take field measurcmrnts of any existing conditicros relined w that portion of the Work, and shall observe any condi[ions at the site affecting it These obligations arc for the purpose of facilitating coordination and construction by the Contrattor and are nvl fur dte purpose of discm~ering zrcta<_, omissims, or inconsistencies in the Convect Da:umatts; however, the Contractor shall promptly report to the Architect any ercers, inconsistencies or omissions discovered by or made known to the Contractor as a request for information in such form as dte Architect may require. 1t is recognized that the Contractor's rcvicw is made in the Crnuaclnr's .capacity a; a contractor and not as a licensed design professional, tmless othcn+ise specifically prvviJrd in the Contract Documents. § 3.2.3 "f he Contractor is not required tv ascertain shat the COrtvad [k~cuments arc in aceordance with appiicable laws, statutes, erdinanc;cs, codes, rules and regulations, or lawful orders of public audtoritics, but the ~ Drlvat.pr shall promptly rcpon to the Architect toy nonconfomiry• discovered by w made known to the CoMranor as a rcyuest far information in such Corm as the Architect may require. § 3.2.4 u the Contractor believes [hm additional cost or time is invoh~ed because of clarifications or insvucrions the Architect issues in response to the Convactvr's notices or requests for inForcnativn pursuant m Sections 3.2.2 Or 3.2..3, die Contractor =_hall make Claims as provided in :lrticlz 15. if the Convector fails to perform the obligations of Sections 3.2.2 yr 3.23, the Contractor shall pay such costs and damages to the Owner as would haec been avoidexi if the Cuntmctvr had performed such obligations. 11 the Convector performs dtvse obligations, the Contranvr shall not be liable to the Owner or Architect for damages resulting from errors, inwnsistencics er omissions in the C"rntvac[ Documents, for differences between field measurements or wnditivns and the Cwtvact Documents, yr for nvnconformitir~ Df the Convect llocuments to applicable laws, statutes, vrdinanccs, cedes, rules and regularions, and lawful orders of public auduvities. § 3.3 SUPERVISION AND CONSTRUCTION PROCEDURES § 3.3.1 "Ihe Contrac[or shall supervise and direct dte Wvrk, using the Convector`s best skill and attention. The Cvn[rnctor sflall be wlcly responsible for, and have control oveq constructimt means, methods, techniques, sequences and procedures sod for cDOrdinating all portions of dte 1L'ork under the Contract, unless the Contract Documents give other specific insvuctions cvnceming these movers. Ifthz Cunvact Documents give specific instnlctions concerning evnsuuction means, medtods, techniques. seyuences Dr procedure_<<, the Convacum shall ev°aluate thcjobsite safety thereof xnd, esccpt as slated below, shall be tally and solely responsible for the jobsi[c safety of such means, mcthoJs. lcchniqucs, seyuences or procedurzs. Ifdtr Contractor determines thin such rnrans, methods, technique>, sequences or procedures may not Ix safe, the Ctmvacxor shall give timely wri[trn notice tv the ~it+nlT and 4rchitect and shall not proceed wish that portion ofthe Work widxxn furdtcr written instructions Bom the architect. t£thc Contractor is thin instructed to proceed with the required rnztus. methods, techniques, sequences or prvuxlura .vithout acceptxne:c; uI changes proposed by the Contractor, thz O++•ncr shall be solely responsible fur any loss or damage arising solely from those Owner-raluved means, mcthOds, techniques, sequences or prin;alura. § 3.3.2 The Cvntrac[ur shall be responsible to thz Owner fur acts and omissions of the Convactvr's «tiptoyees, Subcunvtctors and their agents and employees, anJ othv persons or entities performing pLV[ions of the Work fur, yr on behalf of the ConL•actur or any of its Subcnntraaors. § 3.3.3 The t'nnU'aCi~( shall ix r-cspunsiblc fur inspcctitxt of pertitnts of Work alrctidy performed to determine that such pwtions are in proper ::undilivn to receive subsequent W'urk. § 3.4 LABOR AND MATERIALS § 3.4.1 linizss othznvise provided in dtc Convuct DOCwnents. the Coniaaor shall prv+ide and pay fur Ixbor, materials, equipment, «+uh, amsvuction equipment and machinery. water, hwt utili[ies, transpnrtativn, and other I$ciiilics :u:J services necessary' far propzr execulivn and completion of the ~Vorl.. whru'ta temporary or permanznt and whether or not inwrpvratzJ or to bc: ircorpomted in the Wvrk. AIA Documont A3a1 TM - 2007. Cc Drnpfrt ry 19". 19' S, 19' 9, 19:'., 19?7, 1951 ii58. t96 1, l'dc3, 1556 ' Sh: r5?5, I3bT '99? and'.067 DY Tic 4mcncan Init. Inse4.le c' •~rchrtn;at. All rights reserved- WARNINGS Tniu AIA~ Dacumant i¢ protpctetl by U-5. Cppyrlgnl Low anA Intornitianal Treaties. Unauthonx¢d 1 2 roproducticn or tlratri~ution o(this AIA Document, or any portion o[ it may result In severe Uvll mtl criminal ponalti¢¢, and will bn pro¢acutod tp the f mdldmum extant ppssl4{e wider lbc law. Thic dcc;nontwas Dmduced Dy AI0.¢Dnrvst<01151735 en G'rG?:__^^11 crdo'O']e~N4 _61575065?.1 wi~.C!'tCrta on 3i L^L9Gi', ~ cis tint form?ice. User Holo:: ;I475;3i64?) § 3.4.2 Except in the case of minor changes in the Work audtorized by the Architect in accordance with Sections 3.12,8 or 7.4, the Contractor tray make substitutions only with the consent of the Omer, afla evaluation by the Architect and in accordance with a Change Order nr Censvuctiun Change Uirec[ive. § 3.4.3 The Contractor shall enforce strict discipline and ¢oDd order among the Contractor's employees and other persons carrying out the Work. the COntraClO[ shall not pclmit employment of unfit persons or pcsens not properly skilled in tasks assilmcd to them. § 3.5 WARRANTY flee Convector warrants tothe Owner and Architect that materials and equipment famished trader the Convect will be of good quality and new• unless the COntrACt Docttmcnls require ct ptxmit otherwise. The Contractor further warrants that the Work will conform to the requiremrnts of dte Contran Documents and will he free from defects, except for those inherent in the quality ofthe Work the Contract Documents require or permit. Wank, materials, or equipment ncN conforming to these requirements may be considered defixtive. The Convaaor's warranty excludes remedy Ibr damage or defect caused by abuse, alterations to [he Rork nor executed by the Contractor, improper or insufficient maintenatlce, improper operation, tv normal +vear and tear and nolmel usage Il'rcquired by the Architect, the Contractor shnfl furnish satisfactory cvidtmoe as to the kind and quality of materials and equipment. § 3.6 TAXES The Cnnvactor shall pay roles, consumer, use and similar texes for the Work prtrvidcd by the Convector that arc legally enntted when bids are received rn negotiations concluded, whether or not yet effective or merely scheduled to go into ctlcut, § 3.7PERM77S, FEES, N071CES AND COMPLIANCE W17H LAWS § 3.7.1 I:nlcss otherwise provided in the Contract D+xumertts, the CUntraClOr shall aYUre and pay for the building permit as +vcll as for other permits, fees, licenses, and utspectiorts by govcrmnrnt agrncia necessary feet proper execution and com pletion of We \Vork that arc customarily secured after execution of the Contract and legally required at the time bills arc received er negotiations concluded. § 3.7,2'[}te Contractor shill comply with and give notices requ'ved by applicable laws, statutes, ordinances, codes, rubs and rogulations, and lawful orders of public audtorities applicable to performance of the Work. § 3.7.3 !f the Convector performs Work knowing it to ix: contrary to applicable Taws, statutes, ordinances, codes, rules and regulations, or lawful orders of public authorities, the Contractor shall assume appropriate responsibility for such Work and shell bear the costs attributable to corection. § 3.7.4 Concealed or Unknown Conditions, if the Contractor enwunlers evnditicros al the site that arc (1) subsurface or olhcnvisc concealed physical conditions that differ mnterially Gom those indicated in the Contras Documents ur (2) unknown physical conditions of an tmusuai nature. tltat differ materially from those ordinarily found W exist and generally recopdu[al as inhcrrnt in construction activities of die character proviticd for in the Contract Documents, the CunvaCtor shall promptir' provide notice to the Owner and the Arctli[ar;t bclbrr conditions arc disturbed attd in no event later than 21 days aF.er first observance of the conditions. Tho Architect will promptly investigate such conditions and, ifthe r1r::hitcct dc[crtnincs that they differ materially and cause an incrrase or devcase in the Convaaor's cost of; or time required for, performance of any part of dte Work will rewmmend an equitable adjustment in the ('Um0'acT Strm ~v Cor7trac; Time, or bolt. If t17c.Arr97herr determines that the conditions at the site are not materially differon[ Gom throe indicated in thcContrnct Tbcuments and that nu chance in the clams ol'lh+; Contmq is iusti(ieJ, the Architect shall promptly nntif}~ the Owner and Cimvaclor in writing, stating the reasons. if either party disputes the :\rchitea's deremtinution or rrcummrndation, that party may pn~ceed as provided in Article I >. § 3.75 [i; in Utc course of the Werk, dte Contractor cncountrrs human remains er reatgni7RS tite existence of burial markers, archaeological sites nr weti. utds nut indicated in the Ctmvact Documents, the Convector shall imrnediately suupend any op~ratiuns that would affect them and shall notify the Owns and .•lrehileci. Cpon receipt of such notice, the Ownter shall promptly take any action ncc+ssary « I mbtain governmental authorization reyuircJ to resume the optvations. TbeConvaaor shall continue w suspend ouch operations wail otherwise instructed by the Owner but shall continue with all other operations that do not affect those remains ar features. Requests for adjustments in the CentmM Sum and Cmuract Time arising Gom the cxisttrtcc cf such remains or fenares maybe uwde as provided in Article I i. AIA Document A30t ^'- 2007. Cepyn4~t +: '911, 1915, 1518, 1525, 1337, 1911, t98a, 190 t, 1563, tr65 •97C t5ia. 1887. 1087 one 2007 by T-e -~r,encan tnA. Mstnute vt nrthifects. All rights roaervetl. WARNING: TNa AIAz Doeumonl is protected by U.S. Copyright Law and Intetnatbnel Treatloa. Unauthodred mpmtlugion m disvibution of the AIA° Document, or soy portion of 14 may wool[ in sovaw civil and criminal peneltlea. and wilt be prosecuted to the t mazlmumeztant VOSSlbk widerlhe taw"Mstlcc:.nentwax prrAUCed by Alr'. sefnvere et 15A2.35cn C':6':2C'l undercrder NO59'9750268_'o'hlch e~~ms on G'?.~n v •~1 em's nc•kr resale. User Notes: (tA15 L' Iba7) § 3.8 ALLOWANCES § 3.8.1 'lhz Contratxtx shall include in th~ Cant:act Sum all a4lcmanees slated in the Convatt Documents. hems covered by allowances shall be supplied for such amounts and by' such persons ar entities as the Owner may direct, but the Contractor ;boll not hz reyuircd to employ persons or entities W whcvn the Contractor has reasotable objection. § 3.8.2 i:nless odtenvise provided in the Contract Documnus, .1 Allow•atlces shall corer the cost to the Contractor of ma[erials and equipment delivered at the site and all required taxis, less applicxblc Wade discounts: 2 Contractor's costs for unloadutg and handling at the site, labx, installa[ion costs, overhead, profit and other expatses contemplated for stated allowance amounts shall he included in the Contrsc't Sum but not in the allowances; and .3 Whenever vests are more than er less than allowances, the Contract Stun shall be adjusted accordingly 6y Change Order. 'the amount of the Change Order shall reFlect (1) dte diD'crcnce be[w~cen sctu:tl costs and dte allowances under Seerinn 3.8.2.1 and (2) changes in Contractor's costs under Section 3.8.2.2. § 3.8.3 Matzrials and equipment under an sllowartce shall he selected by the Owns with reasonable prnmpntess. § 3.9 SUPERINTENDENT § 3.9.1 The Contractor shall employ a compctcm superintendent and necessary asst<_trtnls who shall be in attrndancc at the Project site during perfonnarta oCthe 11'ork. The superiniendetlt shall reprzszlu the Contractor, and communi~tions given to the superintatdcm shall be as binding as if given to the Contractor. § 3.9.2 The Contractor, ns won as pcacti:;a6tc a,ics a:vard ottht; C.nntratt shall furnish in writing to the Owner through the Architect the name and yualilications of a proposed superintendent. The Architect may reply within l4 days to the Caltraaor in writing stating (t) wtledter the Owner ct the Architect has reasonable objection [o the proposed supcrintcmdrnt or (2) that the Architect requires additional time to review. Failure of the :\rdtiteet to reply within the Id day portal shall constitute notice of no reasonable objection. § 3.9.3 The Contrac[a• shall not employ a proposed superintendent to whom [he Owner or Architect has made r~sonable and timely objection. The Convador Mall not change the saperiniertdettt without the Owner's consent, which shall nut unreasonably be withheld or delayed. § 3.10 CDNTRACTOR'S CONSTRUCTION SCHEDULES § 1.10.1 The Contractor, promptly after being awarded the Contract, shall prepare and submit for the Owntr's and Architctx's information a Contractor's construction schedule far the Work. The schedule shall not exceed time limits curcznt under the Canlract Documents, shall be revised at appropria[e imervals as reyuircd by the condinons of the N'ork and Prujcet, shall be related to the entire Project tc the extent reyuircd by the Ctmtrad Documents, and shall provide for expeditious and practicable execution of the \k'erk. § 3.10.2'Ihe L~Onlraetal'shall prepare a submittal sdtedule, promptly after l+eine awarded the Ceritract and thcreafler as necessary to maintain a currrnt submittal schedule, and shall subnti[ the schcdulc(sl far the Architect's approval. the .•Ud»tcci's approval shall nM unreasonably be delayed or wil.%thdd. The submittal schedule sfiall I I) be coordinued with the Comtractor's construction schcdufe, and 2) allow the Architect rzasona6lz time [n review submittals. LCthz Contractor Coils to submita ~u6nvttal sd~edule, $le Contrdtor chap not be entitled to any inerease in Contract Sum ar ea•*ension of Comract "fitne based un the time required for resew of submittals. § 3.10.3 The Contractor shall perform the Work in general. accordvue with the mcyt recrnt schedules submitted to the Owner and Architect. § 3.11 DOCUMENTS AND SAMPLES AT THE 517E Tht: Contractor shall maintain at the site for the Uwnzr one wpb of the Drawings, Spe:,ilications.:\ddenda. Change Urders attd other ~9aliHcations, in good order and marked currently to indicate field changes and selections made during construction, a»d one copy of approved Shop IJrawings, Product Data. Sampic~ and similar required suhmitta?s. TT1ese shall hz acaiiablz m the Architcce and shall be delivered tothz Ard[i[zct f:rr submittal to the Owna upon cump(ction oCthc \b'ark as a record ofihe Work as wnslruaed. INL AIA Ooeumcnt M°a1°-2067~Crcvri5rt615it '5t$'S1A.'~tLS, iS3], 1>St 15SE, 19E/, 19fi 3,1555, IS701975 '987, 199%ano 2007 oy ~hn Amoritan Insawte of Arcnd>:.1s. All dghb rsaorvad. WARNING: This AIA Document is protected by LLa. Copyright Law and International Treaties. Unauthodzad 14 reproduction or d~sidbullon of the AIAO Documont er any portion of Ih may result In severe civil and nlminal penaaba, and will Ue prosorufad to Iha r maximum oztont passible underihe law. This dccume^twas produces oy AlP.srdMvre•r tSd23$cnOI;O?t25N Uncer OrderRG5619750268 tvnrn:-emire. on tii~+: P201 t, ant is -ot for resale. Deer NCte9; (141S13i 549) § 3.12 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES § 3.12.1 Shop Drawings arc drawings, diagrams, schcdula and other data specially propared for the Work by the Contractor or a Subcontractor, hub-sutx:onvacwr, mimuiacttuer, supplier err distributor to illusrate some portion of the W'ark. § 3.12.2 Product Data are illlLStrations, standard schedules, performance charts, instructions, brochlaa, diagrams and other infolTnazion famished by the Contractor to illustrate materials or equipment for some ptlnittn of [he Wtxk. § 3.12.3 Samples are physical examples that illustrate mattsials, equipmen[ or workmanship end establish standards by which the Work will be judged. § 3.12.4 Shop Drawings, Product Da[a, Samples and similar submittals arc not Contract Documents. Thcv purpose is to demonstrate the w•ay b}• which the Contractor proposes to conform to the information given and the design concept cupressed in the C<xltract Documents for tltosz punions of the 1Vork far which the Contract Documents require submittals. Review by the Architect is subjec! to the limitations of Section 4?.7. InfolTnational submittals upm which dte r\rchiteU is not expelled to take responsive anion may tx so identified in llte Ccmtma DocumenLC. Submittalsthaz arc not required irv the Contract Documents may he returned by the Architect without action. § 3.12.5 The Contractor shall review for wmpliance with the Contract DocumcnLS, approve end submit le t}te .4rchitrct Shop Drawings, Product Data, Sampld and similar submittals required by the Contract Documents in accordance with the submitml schedule approved by the Architect or, in the absence of an approved suhlnittal schedule, with reasonable promptness and in such sequence as [o cause no delay in the Wbrk or in the activities of the Owner or of separate contractors. § 3.12.6 By submitting Shop Drawings, Product Date, Samples and similar submittals, the Contractor rcpresnnts to the I~MQ and Architect that the Contractor has (I) reviewed and approved them, (2) detamincd and verified matrials, field measuremaus and Held construction critcia related thereto, err will do ;o and (3) checked and coordinated the information wntaincd within such submittals with the requirements of the Work and of the Contract Uucuments. § 3.12.7 The Contractor shall perform no portion ofthe R'urk for whidl the Ctmvact Documents rcyuire submittal and review of Shop Drawings, Product Data, Samples or similar submittals until dtc respective submittal has been approved by the Arc:hilcct. § 3.12.8 The Work shall be in accordance with ¢pproved submittals except that dte Convaclor shall not be relieved of raponsibihty far deviations from requirements of the Contraca Documents by the .Architect's approval of Shop Drawings, Product Leta, Samples or similar submittals tmlecs the Contractor has specifically informed the Architect in writing of such deviation at the time of submital and (1) the .4rchited has given written approlal ro the spa:ific deviation as n minor change in the Work, tx (Z) s Change Cxder or Construction Change Directive has been issued authorizing the deviation. The Contractor shall not be relieved of responsibility fur errors or omissions in Shop Daw•in~, Produtt Data, Samples or similar subrninals by rho Architect's approval thereof. § 3.12.9 ]Tle Contractlx shall direct specific attention, in writing or en raubmittcd Shop Drnleings: Product Dau, Samples or similar submittals, to revisions other than dlose requested by dtc Architect un previous submittals. In the absence oFsuch written notice, the Architect's approval oC a resubmission shall not appl}• to such revisions. § 3.12.10 The Contractor shall not be requital to provide professional services that constitute d1e practice of architecture or engineering unless such services arc spocifically required by the Ctxltracr [krcuments for a portion of the \lbrk or unless ehe Contractor needs [o provide such services in Della to carry out the Ccmtractor's responsibilities for construction means, methods, techniques, sequatces and procedures. The Convector shall nor he required to provide professional services in violation of applicable law. If professional dcsi~m s~rviccs or certifications by a design professional related to systems, materials or equpment are specifically required of the Contractor by the Contract Dtcuments, the Chvner and the Architect will sprcity all performance and design criteria that such services must satisf}•. Thc Contractor shall cause such services ar certifications to he provided by a properly licensed design proftxsionat, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, Shop 1]mwings and other suhmitutls prcpnrcd by such protis;innal. Shop Drawings and other submittals related to t}te Work designed or rertified by such professional. i[ prcpnrcd by others, shall hear such professional's written apprrn•al when submiucd to the Architect. Thc Owner and the Architect shall be entitled to rely upon the adequary, accuracy and AIA Document A201 ° - 2007. Copyrigm S 19 t 1, 1916 -918, 1925, 19]7, 1961, 1568 156'., 1963, 1960, 1570 ' 576. ' 887, 1997 e:.c 2CU7 by 1 he Amencon InIL InellWte of Archnr_'te. NI rlghta rceerved. WARNING: Thi! AIAa Dacumerrt I! protodetl by U.S. Copyright Law Intl Inlemanond treaties. Unaulhnrizetl reprotluctlon or distnbu0on of this NA' Document, or any portion or a. mry rcsua In sever! Uvll and crlminN penanks, lad wlll be prosecuted lu the J maalmum eatont ponibla undor thelaw. Th~sdocumeniwe6 produced Dy AAlMwere tl'6.42,a6 on 01:07,'2011 untlor ONlr No.6819750268_l whvh ~:>~roo On a7.v V'!0:1 and ~E MitOr'Baall. U!!r NOtel: (t C 1 Y',TF<T, completeness of the smic~, ce~ifications and approvals performed or provided by such desi¢n professionals, provided the Owner and :\rchitea have specified to the Convector all performance and design criteria that such sen~ices must sstisfy. Pursuant to this Beaten 3.12.10, the Architect will review, approve ur take other appropriate action on submina!s only far il[c limited purpose of checking 1'ar cnnfonnance with information given and [hc design concept expressed in ills Contract Documents. The Contractor shall not be responsible for titz adegllac}' of the pcrfarmance and design criteria specified in the Convect Documents. § 3.13 USE OF SITE The Convector shall cottfine operations at the site to areas pcmtined by applicable laws, statutes, ardinanccs, cutlCb, rules and regulations, and la+vful orders of public authorities and the Cctttract Documents and shall oat unreasonably encumber the site with materials or eyuipmen[. § 3.14 CUTTING AND PATCHING § 3.14,1 the Cun[racmr shall be responsible for cuhine, fittine or patching requvcd to wmplete the Work or [n make its parts [it tagethrr prapcrly. All areas rcqumng cutting, fitting and patching shall be restoredto the condition cxis'ting prior to the cutting, fitting and patching, unless otherwise required by the Cnnvad Documents § 3.14.2 The CnntrarlUr shall not damage or rndangcr a portion of the \4'ork a fully or partiall}' comph:tcd construction of [he Owner ur separate contractors by cutting, patching or odtenvise altering such construction, or by excavation. The Cnnvactor shall not cut or oil!erwise alter strch construction by the Owner or a separate cenvaaor except with written consent of the Owner and of such separate contactor, sut:h cunstatt shall not be «m•casonnblJ withheld. The Contactor shall nu[ unreasonably withheld from the Owner or a separate contractor the Contrsctor's consent to cutting or otherwise altering the Rork. § 3.15 CLEANING UP § 3.15.1 the Convnctor shall keep the premises and surrounding area free from accumu!aliun of waste materials or rubbish caused by operations under the Ccmvact. AI wmplelinn of the Or'urk, the Contractor shell remove waste materials, rubbish, the Contractor's tools, wnstruction equipment, machinery and surplus materials from and about the Project. § 3.15.2 ff the Contractor fails to clean uP as provided in the Contratt Documents, the Owner may do so and Owner shall he entitled to reimbursement from the Cattrector. § 3.16 ACCESS TO WORK "fhe Contractor shall provide the Owner and Ardlitect access [o il[e Work in preparation and pro¢ress wherever located. § 3.17 ROYALTIES, PATENTS AND COPYRIGHTS the Cnnvactor shall pay a(I royalties and license lens. The Convacta shall delend suits or claims for infrin,emrnt of cop}~ights and pateltt rights and shall hold dte i honer vxt :\rchitect halntless from loss on account thereof, but shall not be responsible iur such defense er loss when a particular dcsiKt[, prucr~s or product of n pariicular manufacturer or manufacturers is required by the Canvact Documents, or where the cnparighl viniatians arc contained in Drlwings, Specifica[iens or other documents prepared by the C)++ner lv ;1rcl;icect. E lowever, if the Contractor has reason to believe that the raluired design, process or product is an LRfringemcat of a copyright ur a patent, ilte Ctxuraetor shall be responsible for such lass unless such information is promptly furnished to the Architett. § 3.181NDEMNIFICATION § 3.18.1 To tl;e hdlesl eateDl permitted bylaw the Contactor steal I indenu»f}• and hold harmless the Owner. ,Nchileci, Architcef s consultants, and :[orals and employees of any of them from and aeainst claims, damages, losses and expensca, includutg but uol limited to anonlcys' fees. arising out of or resuhing from performance of the Worly provided that such claim, damage, loss or exprnsc i9 amibutab!c to bodily injury, sickness, disuse or dcadt, or to injury to or destruction of tangible pmpem~ (other than dte N'ork itself), teat only to the crtrnt ,:eased by the negligent acts or omissions of the Ctmtracter, a Subconvac!:r, anyone directly ur indirectly employed by them ur arrynne far uhese acts they may he liable, regardless of whether or not such claim. damage, los or expense is caused in pal't by a party indemnified hcrrlulder. Such ubligatiun shall not tx constnled to negate, abrid,e, ur raiuce other rights ur obligations of indemnity whici[ would nthern'ise exist as to a party er person described in Ibis Section 3.18. AIA Document A201'• - 1007 Gcoyncnl C +Bt' '~B1E 1Bi9 ' B25 +937, 1511, t96b. 19Et, 19E3, 1566 1 B70 15.'6, 15b7, 1'v07 and 2pG"": oy The Ameran Init. Ins!eme vl Ar<rnlec!s. All Aghts mservad. WARNING: 7T:is AIA° Dueumpnt u protaetutl by LL5. CopyrlgM Law and Intemaaonal Trestles. Unauthari7od .) 6 reprotlucllan m tlisVlautla+ of tlds AIA' Gocumenl or any poAlon of i4 may result bl severe clvll end crlminal penaltlea, and will be prosaculnd [o the 1 maximum sxtsnt possible undarthe law.Th'sC!~:cmont was coduced ny hV. soRnaro at l3'<^.:"s5one'.:C?12071 order O~cxi NC 58'BTSn2i.6+z-¢ne~iras G i G' ~V 42;' +. 3ntl ~s net! ir'25a'e. User No[ear (+=1E!'.7Ea7; § 3.18.2 In claims against any person Ix rnti[y indemnified under this Section ?.18 by sn crnployrx of dte Contractor, a Subconvacter, anyone directly or indiraKly employed by them or nm'one for whose acts they ma}' be liable, dtr indemnification nbligatian under Section 3.18.1 shall ma be limited by a limitaticm c+n amount [tt type of damages, compensation or benefits payable by or for the Contractor or a SubcDnvnctor under wlxkers' compensadan acts, disability henefi[ acts or ocher employee benefit acts. ARTICLE 4 ARCHITECT § 4.1 GENERAL § 4,1.1 The Owner shall retain an architect lawfully licensed to practice architecture or an entity lawfully practicing archi[eculre in thejurisdiction where the Pryject is located. That parse[ a entity is identified as the Architect in the Agaccmrnt and is referred to througfieut the Convect Documents as if singular in number. § 4.1.2 Duties, responsibilities and limiuttions oFauthority ofthe Architect asset forth in 1heContract Do[:uments shall not he restricted, modified or zxtendcxl without writtrn consent of the Owner, Cenvactor and ,Nchitect Consent shall not be unreasonably withheld § 4.1.3 ifthe employtnem ofdte Architect is terminated, the Owner shall employ a suuessor architat as to whom the Contractor has no reasonable objection and wdtose status under the ConWa DDCUments shall be that of the Ardtilza. § 4.2 ADMINISTRATION OF THE CONTRACT § 4.2.1 The Ardtitzct will provide adtrtinisvation of the Contract as described in the Contract Documents and will be an Ow[ter's represen[ative durine consWCtion until the date the Architect issues the final CQtificatc for Paymrnt. The .Mdtitcct will have authority to act on behalf Dfthe Owner only to the extent provided in dte Contract Utxuments. § 4.2.2 The Architect wit I visit the site a[ in[zrvals appropriate to dte stage of construction, or as otherwise agreed widt the Owner, to become generally familiar widt the progress and quality of the potion of the Work cemplcted, and to detrnnine in genera! if the Work observed is being performed in n manner indicating that the 1VOrk, when fully complcted, will be in accordance with the Convect llocumrnts. i lowevcr, the Architect will nrx be required to make exhaustive or wminuuus on-site inspcctians to check the quality or quantity of the Wark. The ;lrchitect wit I not have ccmtrol over, charge Df or responsibility for, the cDnsWaion means, methods, techniques, sequrncas or pra;edures, or fttr the safety prccnu[iens and programs in crmncction with the \L'ork, since these are sDlely the Cnnvacror's rights and responsibilities under the Contract Documents except as provided in Section ?.?.I. § 4.2.3 On the basis of the site visits, the Ardtitect will kcep the Owner reasonably informed about the progress and quality of the portion of the Work completed, and report W the Owner (I) known deviations from the COr1h3Ct Documents and Gom the most rcueni wnstruction schedule submitted by the Contractor, and (2) defects and deficiencies observed in the W'ork.'[he .4rdtitzct will not be responsible for the Contractor's failure to pQform the Work in accordance with the requirements of the Cenvnet Dxumenu. The :Uchitect will not have control over or charge eland will not he responsible for acts or omissions of the Contractor, Subcontractors, or their agents or employees, or any other persons ur entities pcTforming portions of the \\'Grk. § 4.2.4 COMMUNICATIONS FACILITATING CONTRACT ADMINISTRATION Except a~ otherwise pmvid<d in thr Contract Documrnts a when direct commwications have been specially authorized. the Owner anJ Contractor shall endeavor to communicate with esch other through the Architttit about mallets arising out of or rciating to the Cunvact. Coamnlnications by and with the Architcd's consultants shall bz through the Architect. Communications by and widt Subwntraders and matruinl suppliers shall he through the Contracax. Communications by end with sepatatc contractors shall tae [hrou¢h the OwTter. § 4.2.5 Based on dtz Ardtilrctb cvaluatiws of the Contractor's:\pplications for Payment, the Ardtitect will review and ctxtil'y the smounts due the Cenvactor and will issue CertifirK'1[ts for Payment in such amounts. § 4.2.6'Ihe Architect has authority to reject \1'ork dtat does not conform to the Cunvact Documents. Whencwer the Architect considers it accessary nr advisable, the Architect will have authority to require inspection or testing of the Work in accordance with Sections 13.5? and 13.5.3, whether or not such Work is fabrigted, installed or complaed. How.wer, neither this authority of the Architect nor a decision made in good faith either [n exercise or not to exercise such suthurity shall give rise to a duty or responsibility ofthe .Ardiited to the Contractor, Subcontractcxs, material and equipment suppliers, dteir agrnts or employers, or other persons or amities perf:~nning porticos iff the Work. Init. AIA DOtumont A207'"-1007, CepYrig^de'.9It 1P15,1V+6, 7525, 1951, 1'e5i 'SSB t[5', [563,1556,1;;0,'9'0, 1507,'997ard 2007 by TOn hrrencan InaM ie d Mchiteaa. All rights reserved. WARNING: This AIAr Document ie protected by t15. Lopy right Law xnd International Trw9tiea. Unauthorized 17 reprvductlan or dlotrlhution of th is AIA° Document or eery partlon of It, may reeull h+ aevore civil 9ntl criminal pnnaltiec, and will be proaec~rted ro the y maximumfxten[DOaeihle under NO lUw'nls tlocumrtw9s omducnv VyAlASd:ea•c at [5:42.:5 or.O1;D?:201'undgr Cedar NO581915J208_t wh¢h e,r:rca: on Gir71;2G11. 9n0 s nd lur rnaale Ucsr Natos: (tat515784'j § 4.2.7 The ~\rdtiteci will revicw and approve, er take other appropriate aMiOn upon, the Contractor's submittals such as Shop Drawings, Product Data and Samples, but only for the limited purpose of checking for confom:ancc with information given and the desi¢n concept expressed in the Contract Documeats.'lhe Architect's anion will he taken in an,ordancr with the submittal schedule approved by the .4rchitru er, in the absrncc of an approved submittal schedule, with reasonable prompmess while allowing sutlicicnt time in the Architett's professional judgment tD permit adequate review. Review of such submittals is not crniducted for the purpose oCdelcrmining the acctuacy and compfctemcss of otf:er details such as dimettsions and quandlics, or for substantiating inspuctions for installation or performance of eyuiptnznt ur sys'tcros, all o(which remain ihz responsibility of the Contracwc as rcyuirod by the Contrtd Documents. The Architect's review of the Contractor's submitwls shall not relieve the COatrai.tnr of the obligations wider Sections 3.3, 3.5 and 3.13. T7tc Architect's review shall not cnnstimtz approval ofsafzty precautions or, wiless otherwise sprci6callysrated by the Architect, ufany construction means, methods, techniques, sequences or procedures. The Architect's approval of a specific item shall not indicate approval of ¢n ¢ssembly of which the item is a :.ompenent § 4.2.8 •Ihe Ar~titttt will prcptuc Change Orders and Construction Change Directives. and may authorize minor changes in the work as provided in Section 7.4. T'he Architect will investigate and make d~.ixminations and rvxommrndations regarding concealed and unknown conditions as provided in Section 3.7.4. § 4.2.9 The Architect will conduct inspections to determine the date ex darts of Substantial Completion and the date of final completion; issue Catifigtes of Substantial Completion pursuant to Section 9.8; receive and fnnvard to the (honer, `x the Owner's revicw• and records, writtrn warranties and related documents reyuireti by the Contract and assembled b}• the Contractor pursuant to Section 9.10; and issue a fmal Crrtiiictlc fix Pa}meet pursuant [o Section 9.10. § 4.2.101f [he Owner ¢nd Architect agree, the .Architect will provide one or mote prnjevK representatives tD assist in carrying out the Architect's responsibiliues at the rile. The duties, responsibilities and limitations Df audtorit}' of such project representatives shall be as set forth in an exhibit w be incorporated in the Contract Documents. § 4.2.11 'Ihr Architect will interpret and decide mnttew concerning perfixmancc under; and rrquucments of, the Cirntracl Documents on written request of either the t)\vmer or Contractor. the Architect's response to such requests will he made in writing within any time limits agreed upon tx otherwise with reasonable prompmess. § 4.2.12lrurxpretatiuns and decisions of the Architect will Ix consistent with the intern oC and reasonably inferable Irem, the Cuntraci Documents and will be in w•ritine e,r in the form ufdrawines. 1LTun making such interpretations and decisions, the r\rchitect will endeavor to secure faithful performance by F:oth Owner and Contractor, will not show• partiality to either artd will nut be liable for results eE'interprcletiuns ur decisiors rendc'rcd in gaud Faith. § 4.2.13 The Architect's decisions rnt matters relating to nesihetic effect will bt final ifconsislrnt with the intent expressed in the Ccnu'att Documcntc. § 4.2.14'Ihe Arcatitcd w'iIl revicw and respond m requests for information about the Contract lloeuments. 'Ihe Arrhimcl's response lu such requests will he made in writing within am time limits agreed upon or otherwise with reascvtable prompmess. (f appropriate, the:lrchiteet will prepare and issue supplcmrnwl Drawings and Spc'c:itieatinrs in response in fie requestsa for information. ARTICLE 5 SUBCONTRACTORS § 5.1 DEFINITIONS § 5.1.1 :1 Suhcantraaor is a person or entity who has a direct ecntrsct with the Conmadnr to perform a portion of the Work at the site. the term "Subcontractor" is reti:n~ed ir. efinw2hout the C'ontmtt L1ts:u:vents as is singular itt nwntrr and means a Su'oroniraea:r nr an authorized representative of the Subconvaetcr.'lhe tarts "Subeuntractvr" does not utclude a sepa: ate contractor ur subcontractors ol'a scparax cnntraennr. § 5.1.2 :\ Suo-subcor.tractor is a person or entity who bas a direct or indirect ranvau widt a Subcontractor to per,'ixm a portion of the lL`ork at the si*.e. The term "SuMsubconvnctor" is referreU to dueughuut the Contract Documenu as if singular in number and means aSub-sulx:ontractur or an authorized represelttative of the Sub-subcontractor. NA Document A231'•-P337.Ccn'y r~S~'tC~Sr,'I9+5. t9'5, 1515, t997. 1SEt 1358, t9G 7.1993,13b(i, t570,!i7b '.9e7, 1~i7 sae 2007 Dy Tie American IOiI. In50Rie c! =: cbi`eas. A!1 dahtl reserveu. WARNING: Thin AIA~ Cocumanl Is protected by U.S. Copyright Law antl Intematlonat Treanea. Llnaurho N2etl 18 reprotluctien or tliHSibution of thin llA" Document, er any poninn or a, may result in sev?re civil and viminal penettios, and wilt he prosacuaotl to ore { maximum mlont DO55iAio untlor the law. ~ele one,.cen:y.?5 prcaucae Dy y,IF. 9DfIWS1?e:H!2.3icr. atm7:2:•'l uroer tAc-PVC 5355%50253_t vme-?rln_5 0:0?.0':?O1'. and re-,acior resale UfiOr Nut?5' 1' a'`,13T!-IT I § 5.T AWARD OF SUBCONTRACTS AND OTHER CONTRACTS FOR PORTIONS OF THE WORK § 5.2.1 Gnlcss otherwise stated in dte Conrad Dceumcnts or the bidding rcyuirements. the Contractor, as soon as practicable olio award of the Contract, shall turni+h in writing to the Owner through dtc Architwt the names of persons Dr entities (including those who are w Iumish materials nr equipment fabricated w a special design) proposed for each principal portion of the Work. The Architnt may reply u~thin I4 days to the Contractor in uniting stating (I) whether the Owner Dr the Architect has reasonable objection w any such propostxl person ar rntity or (2) that the Architect requires additional time for review. Failure of the Owner x Architect to reply within dte 14 da}' period shell constittne notice of no reasonable abjection. § 5.22 'The Contractor steel I not contract with a proposed person or entity to whom dro Owner or :4rchitxt has made reasonable and timely objection. 7hc Ctvttractor shall not be required to convaa with anyone ro whom the Contractcv htu made reasonable objection. § 5.2.3 If the Owner or Architect has reawnable objection to a person or entity proposed by the Contractor, the Contractor shall propose another to whom tht Owrler or Architect has no reasonable objection. if the proposed but rejected Subrnnvactor was rexsenably ~pable of performing the N`ixk, the Contract Sum and Contratt Time shall be increased or decreased by the difference, if any, ocwsioncd by such change, and an appropriate Change Order shall be issued heftxe commrneemrnl of the substitute Sub:.untractnr's Rork. However, nu increase in the Contract Sum er Contract 'Time shall be allowed for such change unless the Contractor has attcd promptly and responsively in submitting names as required. § 5.2.4 The Contractor shall nol substitute a Subcontractor, persrn tx entity previously Selected il'thc Uwlta or Architect makes reasonable objection to such substiwtion. Dtxuments, and m a,umc town for safety of the Subcontractor's .Architect. Each suhcontnct atue Suh:onvactor, :tear the Contracts, by the cemrnt that may be at variance uith the Contract Documrnts. of applicable portions of such documents available to their respective § 5.4 CONTINGENT ASSIGNMENT OF SUBCONTRACTS § 5.4.1 Each subcontract agreetncmt ler a ponion of the Work is assigned by the Contractor to the Owner, provided that .1 assigtunrnl is cfft'ctive only after ttrlnination of the Contras by the <:hs~ler for cause pursuant to Section 14.2 and only for those subcontract agreements that tale Owner acctpts by notifiing the Subcontrattor v5d Contracor in wnitinu, nltd .2 assignment is subject to the prior riNJlts of the surety, if any, obligated under bond relating to the Contract. Whim the Qwmer accepts the assiglimtm of s subcontract agreement. the Ouma assumes the Conu•acwr's risttcs and nhlieauons under the subcontract. § 5.4.2 [lpon such assignment, ifthc Work has been suspended fur more than i0 days [he Subcontractor's compcnsatial shall he cyuitably adjusted for increases m cos[ resulting from the suspension § 5.4.3 l:pun such assignment kSlhc UwT1a under this Section 5.4, the OWnt:r may further a_csigll dle sutx:Dntract to a wccessor mnttactnr or other rntity. If the Owner assigns the subzontract to a sumessor contractor ur ether entity, the AIA Document A201'• - 2007. Copyrpnt +710 •. 1 t 9! 5 ! 110, ' 923. ' 937 • US t, 1559, :"act ! 4sa, 5450, 1570. ' 476, 5067. 1 rN7 anc 2D07 by 1'"e Ame~i~:an r~ti[ute of archnec:a. NI nyhls reserved. WAkNING: Thee AIA Document le protected by U.S. Lopyriahl Lew antl Intemallanal Treacles. Unauthonind 19 ruproducllon or dlstrlbution of thin AIA Docwnent, ur any portion of It may result in mvvrn civil antl criminal pemPoes. antl will he proseculetl to Ihv maximum eatsnt poaalble under lhv law. Tins noo~.aen! was prxutea ny H V, r.clDNa: c a'. 15+2 35 c n O I:o U201' under Omer Nob6'. 1750256_1 wrich expiroa p* bile'J2011. aN IS n0: fR rCLnIC. User Noma: p 416Ia7647) Owner shall neverdteless remain legally respatsiblc for all of the suceessor contractor's obligatons tinder the subccnvact. ARTICLE 6 CONSTRUCTION BY OWNER OR 8Y SEPARATE CONTRACTORS § 6.1 OWNER'S RIGHT TO PERFORM CONSTRUCTION AND TO AWARD SEPARATE CONTRACTS § 6.1.1 The Chimer reserves' the ri~tt to perform consrcuctiun or operations related to [he project with the Owner's Den forces, and ro award separate contracts in connection with other portions of the project or other construction or operations on [he site under Conditions of the Convaa identical or substantially similar to dtese including [hose partims related co insurance and waiver of subregatiun. If the Contractor claims that delay nr additions! cost is im•olved because of such action by the (hurter, the Calttractor shall make such Claim as provided in Article I5. § 6.1.2 \\1teu separate contract; are awarded for different portions of the Project or odtcr consrcuction ur operations on the site, the term "Contractor" in the Contrtct Documents in each case shall mcart the Contracor who executes each separate Owner-Contractor Agrcemrnt § 6.1.3 The Owner shall provide for coordination of d:e activities of the Owner's own forc,^s and of each separate contractor wilt the Work of the Convactor, who shall cooperate with them. The Convactor shall participate w~lh other separatecontrsciors~nd die Ciwner in reviewing their construeKirnt schedules. The Convactor shall make ary revisirnts to die construction schedule deemed necasan' sfter ajoint review and mutual asgcemrnt. The conrnuction schedules shall then constitute the setredufes to be used by the Convactor, separate contractors and die Owner until subseyuuntly revisal. § 6.1.4 Unless aihcrn~se provided in the Cuttvact DccumcnL, wizen the lh+na perferrns construction or operations related to the Project with the Ovvmer's own forces, the Owmcr shall he deemed to be subject to the: same obligations and to have the scone ri_vhts that apply [o the Contractor under dtc Conditions of the ContraG, including, without excluding others, those stated in Article 3, this Artielc 6 and Articles 10, I I and 1'_. § 6.2 MUTUAL RESPONSIBILITY § 6.2.1 The Contractor shall afford the Owner and separue convaetews reasonable opportunity for introduction and storage of their materials and eyuipment and performance of their activities, and shall connect and coordinate the Contractor's ccnstralction and operations widt theirs as required by the Contract Documents. § 6.2.21fpan of the Contrac'tor's Work depends for proper execution or results upon construction w operaticros by the Owner ct a scpvatc convactr?r, the Convactor shall. priov to proceeding with that portion oldie W'urk, promptly report to the .Architect apparent discrcpanciu ur defects in such other censtntetion that would render it unsuitable far such proper execution and results. Failure of dle Contractor so le ttport shall constitute an ackrtnw'Iedgmcntihat the Owner's or separate conraaor's completed or partially cumalcted construction is fit and proper to reeeivd [he Contractor's \Vork except as to defects not Ihen reasonably discaveral?ie. § 6.2.3 '1?le Contractor shall reimburse the (~vner for costs the Owner incurs that are payable to a ;operate conttactor because ufthc Contractor's delays, improperly timed acrvincs or detective rnnstruction. The Owner stall be responsible to the Goniractor for costs the Contractor incurs hecatt;e of a separate conractur's delays, improperly [tined activities, dtlmagc to the Work or defettive construction. § 6.2.4 the Convactor shall promptly remedy damage the C=antractor w'rmgfully causes to completed or partially completed wnswcoon nr to property of the Uwner ur separate contractors as provided in Safiun lU'.~, § 6.2.5 the Owner sod wch separate convector shall have the same res}lrtnsibilitics for cutting and patching as srr described for the Contrach~r in Section ?.14. § 6.3 OWNER'S RIGHT TO CLEAN UP Tf a dispute arises antone the Contractor, separate crnvacmrs and the Ch+ner as to the responsibility undo their respective wntracts for mainiamin2 die premises and stlrruunding area lice Bum waste materials and rubbish, the Owndr may clean up xnd the .4rchite: t will allocate the cost among dtose responsible. AIA Document A201'•- 2002 Copynyht 61911, t915. 1919 1J°.5, 153/. '.~"' 19bd, l95 t, 1653, 1555 '570. t57u, 19d7, 1557 and 2'07 oY Thr Amerman Intl InsnwP c' Arc•tias. All rlyhtz resorvad. WARNING: Thie AIA° Document ~e protected by LL5. Copy dyht Law and Intsrnatlonal TmsUes. Unmdharieed .20 reproduction or dVemaulion o1 this AIA° Dontmant. yr any portion or it. may result In severe civil end cdminal panaltlea, and will be prosscuted In me ~ maximum sxtor.: possible antler the low. This doc~mem was puducen ny/dA COMwvre at 7`.<pn5 on 0're?.'2Gtt order Ordor VO La!a~'v0:5d_t whi~'.arirra on 07n~ vdo'. i and is -.ot »r resole User NOles: (14151378<7) ARTICLE 7 CHANGES IN THE WORK § 7.1 GENERAL § 7.1.1 Chances in the Work may be accomplished after execution of the Coninct, and without utv'alidaring the Conuact, by ('hange Order, Constrution Change Directive Dr order for a minor change in Lte N'ork. subject to the limi[ations stated in Ibis Article 7 and elsewhere in the Corttrect Doctunents. § 7.1.2 A Change Order shall he hosed upon aereemcnt among the Owner, Contractor and Architect; a Construction Chanec Diretxive requires agreement by the Uwna and Architect and may or may no[ he agreed to by the Ccvhtractor; an order for a minor dhuhge in the Work may lx issued by the ArClhiteCt alone. § 7.1.3 Changes in the Work shall be pexlormed under applicable provisions of the Contract Doctunrnts, end the Contractor shall proceed prompL}•, unless otherwise provided in [he Change Order, Construction Change Directive or order fur a minor change in the Work. § T.2 CHANGE ORDERS § 7.2.1 A Change Urder is a w~inrn instrument prepared by the .4rchitec[ and signed by Utz Owner, Contractor and Architect stating their a¢reement upon all of the following: .1 The change in the Work; .2 The amount of Lhe adjustmrny if any, in the Contract Sum; and .3 1'hz extrnt of the adjustment, if any, in the Ccmtract Time. § 7.3 CONSTRUCTION CHANGE DIRECTNES § 7.3.1 A Construction Chance Directive is a written order prepared by the Architect and signed by the Owner and Architec[, directing a change in the Work prior to agreematt on edjustm'xtt, if an}•, in the Contract Sum or Contract Time, or both.'llhe Uwna may by Construction Chanlte Directive, without invalidating the Contract, order changes in the \L`ork within the grneral scope of the Contract wnsis[ing of additions, deletions or other revisions, the Convact Sum and Contract Time being adjusted accordingly. § 7.3.2 A Construction Change Directive shall he used in the absence of total agrecmrnt on the terms of a Change Order. § 7.3.3 [f the Crnstruction Change Directive provides for an adjustment to the Contract Sum, tlhe adjustment shall tYe based nn one of dtz following methods: .1 Mutual acceptance of a lump sum properly itemieed and supported by sufficient substantiating data to permit evalua[ion; .2 Unil prices stated in the Contract Documents or subsequently agreed upon; .3 Cnst to he determined in a manner agreed upon by the parties and a mu[ually acceptable fixed or percentage fee; rn .4 As provided in Section 7.3.7. § 7.3.4 If unit pries are stated in the Coruraet Documrnts a subsequently agreed upon, and it gmnrities originally comzmplated arc mataislly changed in a proposed Change Order or Construction Change Directive so that application of such unit prices to gmmtitics of Work prnpDS.°t1 will cause substantial inequity to the Uwnzr or Contractor, the applicahblc tmit prices shall he equitably adjusted § 7.3.5 Upon receipt ofa Construaiort Change Directive, the Contractor shall prurnpdy prcered with the change in the Work involved and advise the Architect of the Cemuactor's agreemern nr disagreement with the method, if any, provided in the Construction Chance Directive for determining the proposed adjustment in dte Contract Sum or Contract 'l'ime. § 7.3.6 A Construction Change Directive si~tcd by the Contractor indicates the Contractnr's agreemem tltzrehvith, includine adjustmrnt in Cnntmct Swn artd Convact Time or Lhe method for detemhinine Lunt Sueh a~ccmznt shall be effective irnmedielely and shall be recorded as a Chungc Order. § 7.3.7 if dte Contractor does not respond promptly or disagrees with the merhod for ad_lustmrnt in the Ccmtract Sum, the Architect shall detemtine the method and Lte adjustment nn the bttris o[ reasonable cxpendiwres and 5,3vings of ' Ltose performing the N'nrk anributablc to the chance, including, in case of mt increase in Lte Cuntrau Stun, an amount InR AIA DOGUmwn A201 r.-2007, Copynphtr 1911, 1515 1318 iq 25 'Sit '95t, 1955, 198'1 tr7 '366 'ar0, 13?3 14D7, 19`Jl Br:.20Gi by Tre A.~na¢an ~abvte cf Architcrc.. All dghla roaorvotl. WARNING: Thee AIA Document in protected by LL9. Copyright Law and Inlemallonal Treatias. UnaulhorbrE 21 repmtluction or distnhullon of Ihls AIAa Document. or any ponlon cf IL may rseult In Severe civil ana criminal penalfiea. antl will be proseculea In mu / rnaslmum extent poasiblo undsrthe Ww. tnlsco:-.:rren: a~as pree„cetl by Aln aollwme nt 15-2.75 en O4V?Ri,'1unCw Older No.'_3t5750255 'Much exp'ros cn 07!0:12011, antl i~ -,ot for resale - User Nclea: (1915137aarJ fox overhead and profit as set forth in dte Agrocmrnt, or if no such amount is set forth in the Agreement, a rusonablc amount. ht such case, and also undo Section 7.3.5,3, the Contractor shall keep and pre'sett4 in such form tts the Architect may prescribe, an itemized accounting together with apprepriatt supporting data. [.'nless otherwise provided in the Contract Documenr_q cats [or the purposes of this Scc•ticm 7.3.7 shall be limited to Ihu following: .1 Costs of labor, including social security, ald age and unemploymrnl insurance, fringe benefits requ'ved by agreement or custom, and workers' rompensation insurance; .2 Costs of materials, supplies and equipmrnt, including cnsi of transporiaGon, whether incorporated nr consumed; 3 Rental costs of mac}tinexy and equipment, exclusive of hsnd tools, whether reared Gam the Contractor er others; .4 Cats ofprcmiums for all bonds and insurance, permit fens, and sales, use or similar taxes related to the 1l'urk; sod .5 Additional costs of supervision and field office personnel directly attributable to the change. § 7.3.8 Tho amount of credit to br allowed by the Contractor to the 011ncr for a deletion or change thst results in a net decrcasc in the Contract Swn shall be actual net cost as ccmlirmcd by the :\rchit~t. \Yhcn both additions and credits covering related Werk or substitutions are involved in a change, the allowance for overhead and profit shall be ngtlred on the basis of net inacase, if any, with respect to that change. § 7.3.9 Pending final detrnnination of the total cost of a Construction C:ltange Directive to rho Owner, the Contrattor may regvett payment for \4'ork completed under the Construction Change Directive in Applications for payment. The :\rchitect will make an interim detarninntion for purposes of monthly certilication for payantult Cor dtose costs and ceniCy Cor pa}'men[ the amrnmt that the Architect determines, in the .4rchitcct's professional judgment, to be rruonably justified. '1 he Architect's interim determination of wst shall adjus[ the Contract Sum on the same basis as a Change Order, subject to the ri~Jtt of either pang to disagree and assist a Claim in sccordance with Ar[icle 1 ~. § 7.3.10 When dte Owner and Ccutncpx agree with a determination made by the .-\rchitect canceming dte adjustments in the Contract Sum and Contract'Cimr, or otherwise reach agreemrnt upon the adjustments, such agreement shall be clfcctive immediately and thc.4.rchitett will prepare a C'hangc Order. Change Orders may he issued I'or all m any pan of a Construction Chance Directive. § 7.4 MINOR CHANGES IN THE WORK the _4rchitca has authority to order minor changes in the 11'ork not involving adjustmen[ in the Contract Stun or extension of the Cnno~act 'lime and not inconsis[mt with the inttxlt of the Contract Documents. Such changes will be effected by written order si~m, red by the rlrchilecl and shall he binding on the Owner and Contradoc ARTICLE 8 TIME § 8.1 DEFINITIONS § 8.1.1 Linless otherwise provided, Contract Timc is the period oftime, including authorized adjustments, allotted in the Contract Documents far Substantial Completion of the \l'nrk. § 8.1.2 The date of commencement of dte Work is the date established in the .4ereemrnt. § 8.1.3 'the date oCSubstanlial Completion is the dale certiticd by the Architect in accordance with Section 9.8. § 8.1.4 The term "day" as used in the Crnnracl Uocurnrnls shall mean calendar day unless otherwise spcci[ically defineif. § 8.2 PROGRESS AND COMPLETION § 8.2.1 Time limits stated in the Contract Documents are of the ascnre of the Contract. Ay executing the A2re`•mrnt the Contractor couCsnrs that the ('Jntraet Time is a reasanablc Ixriod For performing dte Work. § 8.2.2 711c Genera.?or shall aces knowvinyly. except by agreement is instruction of the Owner in writing, prematurely ccmtmence operatiolts ou the site ur elsewhere prier to the etT•eaive data of insurance rcyuired by Article I I to be lumished by the C.atrxutclrand thwner. "Ile date ofcommcncemrnt of the Work shall not be changed by dte effective date oi'such in=urance. AIA Uoeumanl A201'^-2007. CoF:+'~Oh'~A IB 11, ff'S, K`E, 1=i 5, 19'_?, t55', 1950, t9: 1, 11E 3. L~i6 tBi L, 19?5, tB9: '99]a~tl TOC•i tY `he lrmer.:an tote Insnute of hi GUfars. All rlghta raservetl. WARNING'. TNS AI Af nnunnnnt a protocted by U. S. Copynght Lew dad Ineerntlinnnl Troatles. Ucvtlhnri: sd 22 reproducttvn or dlabibutivn of lhiu AIAs Document, or any ponlon vl if. may result In severer elute sntl crfminal penollloe. and w111 be prosswmd to Ibu I maximum aslant Possible antler G+e luw.l`.ecx.nmM1crs mnduccd by.-155artwar~ar 154736 nn CLf.';: Bit undr^Cir;ter NO.5E 15750?58_t w^th e.~ires an 0':U tic^7'I and ~s not for vacate half tlctaa: f 1415177°_47f § 8.2.3 The Contractor shall praeed expeditiously with adcquaze forces and shall achieve Substantial Completion within the Contract Time• § 8.3 DELAYS AND EXTENSIONS OF TIME § 8.3.1 If the Contractor is delayed at any time in [he commencemem or progress of the Work by an act ur neglect of the Owner or Ardtitcct or of an employee of either, or of a scpazaze contractor employed by the Owner; or by changfs ordered in the W'urk; or by labor disputes, fire, unusual daisy in deliveries, unavoidable casualties err other mouses beyond the Contractor's control; or by delay authorized by the Caner prnding mediation and arbitration; er by udtor causes that the .Mcltitect determines may justify data}', thrn the Contract Time shall he zxtended by Change Order for such reasonable time as the Architett inay determine. § 8.3.2 Claims relating to time shall be made in accordance with applicable provisions of Article I5. § 8.3.3 This Section 8.3 does no[ preclude recovery of damages for delay by eiUter party under oiha provisions ufthc Conttaa Documents. ARTICLE 9 PAYMENTS AND COMPLETION § 9.1 CONTRACT SUM the Contract Sum is stated in the Agrrcmcmt and, includinft authorized adjustments, is [he total smnuni payable by the Oerter to the Ccnnractur for performance of the N'urk undo the Contract Documenu. § 9.2 SCHEDULE OF VALUES 1Vherc Ufe Cnntratt is based Dn a stipulated sum or Gunrtuttced Maximum Price, dte Contractor shalt submit w the Architect, before Utc first Applicttion fur Paymtcnt, n schedule of values allocating dfe entire Ctmtract Sum to the various portions of the Work noel prepared in such form and supported by such data to substantiate its au:uracy es the Architect me}' require. This schedule, unless objected to by the Architect, shall be used as a basis for reviewing the Con[mctor's Applications for Paymrnt. § 9.3 APPLICATIONS FOR PAYMENT § 9.3.1 At Ica_tt ten days before Ute dale established for eadt progress payment, the C.ontraaor shall subtnit to the Architect an itemized Application tar Pa}intent prepared in ac.orduncc with the schedule of values, ifreyuired under SettiDn 9.2, for a+mpldcd portions of the 1Vork. Such application shall he notarized, if required, and supported by such data substantiating thr Cmtractor's ri~itt to payment as Ute Owner or Architect may require, sad) as copies of requisitions from Subcuntrwtors and material suppliers, and shall reFla-t retainaaz if provided Cur in the Cnntratt Documents. § 9.3.1.1 As provided in Section 7.39, such applicadtms may include requests for pavntrnt nn account of changes in the Work that have been properly authorized by Construction Change Directives, or by imcrim determinaticxts of the Architect, but not yet included in Change Chdas. § 9.3.1.2 Appliultiuns for Payment shall not include requests for payment fur porions of the Work for which the Coniracttx does not intrnd to pay a Subcontrnetur ~r material supplier, unless such Work has been perfonneai by others wham the Contractor intends to pay. § 9.3.2 t:uless otherwise prm•ided in the (bntract Documcnu, payments shall be made on account of materials and equipmrnt delivered and suitably stored at the site for subsequent incorptxatiun in the Werk If approved in advance by Um Owner. payment may similarly be made far materials anJ eyuipmaht suitably stored off the site at a location a~treed upon in writing. Paymrnt for mattx~ials and equipment stored on or ofT Ute site shat l be conditioned upon uomplianx by the Contracwr with pro::cdures satisfactory to the Oana to establish the Owner's title to such mmaials and equipmeth[ er uthawise protect Ufe Owner's intact, and shall indude the lusts of applicable insurance, storage and transportation [o Ute site for such materials and equipment stared off Utz site. § 9.3.31hc Contracts watrant5 that title to all Work covered by an Application Ibr Payment will pass to the Uwner no later than the time of pa}mrnt. The Contractor further warrants Uhat upon suhminal of an Application for Paymcnl all Work for which Certificates for Payment have been previously issued and payments received Gom the Ownc~r shall, [o the hest of the l'ontract<m's knowledge, information and belief, he free nod clear of liens. claims, security interests or toll AIA Document A701°-2007. CoPYrighl v71911. !015. 19.5, ~9":5, 797, 1451 !35879a',+98~, 19if, 19i Q,18?6. ,Ub', I99'and 2Cvi 6v tlw Amc•ra: In60tux pr rbc •te^s. All rights nrserved. WARNING: Thh AIA Document Is protectetl by U. S. Copyright taw sod Internetlontl Treatlna UnamharixM 23 rvproduction or Olsftlbution of Ibis AIA Document, or soy podlon or rt. may result in seven rlvli and criminal penalties. sod vAll be pmeeculod to Wo r msaimum srtsnt possible under the inn tn:yacume^dwa=produced eyAbt sd:rorn an542'.35 os O1::A~0lt order Ortlcr VC SEl157502o5_I rdzr.arpi ~s on O7~G 1201 I ,and .5 act fo: ~esnte User Notes: - (1415137n47j rncumbranczs in favor oCUte Contractor, Subcontractors, rnateriai suppliers, nr other prrxms or entitizs making a claim by reason of bovine provided labor, materials and equipment relatin¢ to the Work ' § 9.4 CERTIFlCATES FOR PAYMENT § 9.4.1 The Architect will, within seven day's after receipt ofthe Contractor's Application fcrc Payment, either issue to the Owner a Certifit~t[e fur Payment, with a copy to the Contractor, for such amotmt as the .Architett detemtines is properly due, or notify the Contmc[or and Owner in writing of [hc architz<x's reasons for withholding errtilicatien in whole or in part as provided in Section 9.S.1. § 9.4.2 71te issuance of a Certificate for Paymrnt will eoastiarte a represcnwunn by the Ardtitr`t to the Chmcr, bayed on the :Uchi;rc['s cvaluaticn of the \L'ork and the data comprisine the Application for Payment, that- [o the best of the ' Architz;;t's knowledge, infemt&tion and belief, the Work hss progresed to Ute point indicated and the[ the yunli[y of Ute Work is in acenrdance with the Contract Ucxuments. The fere¢eing representations are subject to an evaluation of Utc Work for confermattec w~Ut the Contract Documents upon Substantial Completion, to restdts of subsequen[ tests , and inspections, to correction of minor deviations Gom the Contract Dxuments prior to completion and to specific yualilica[iens expresstd by the .Architett. "Ihe issuance of a Certincatc for Payment will further constitute a rcpresenwtion that the Contractar is rnlitJcd to pa}intent in the amount certined. However, the issuance ofa Certificate P for ayment will not be a rcpresenwuun that the Architect has (1) made exhaustive or continuous on-site inspections to , check the quality or quantih of tht W'erk, (2) reviewed construction means, meUteds, lcchniyucs, sequences or prry„edures, (31 reviewed copies of requisitions received front Subeanractors and material suppliers and other data requested by the Owitcr to substantiate the Cunuactar's right to payment, or (4) made examination to ascertain how or for what purpose the Ccxrtactor has used money previously paid on a_awnt of the C'ontrncK Sum. , § 9.5 DECISIONS TO WRHHOLD CERTIFICATION § 9.5.1 The Architect may withheld a Cel•tificate for Payment in whole or in pan, to the extent re~connbly rec:essary Io protcv;t the t7+vner, if in Utr .Are:hitect's npinic+n the rcpresenwtions to the Owns required by Section 9.4? cannot be made. If the Arc}tittxa is unable to certify pnymrnt in Ute amount of the Application, Ute Ardtitrc[ will notiF•y the Contractor and Owntx as provided in Scriion 9.4. L IfUte Contractor and Architect cannot agree en a revised amount, A hi i l the tett vv rc l promptly issue a Certificate &x Payment for the amount for which the .Architect is able to make sudt ' represcmwtions to the Owner. The Architect may else +vithhold a Certincate for Payment or, because of subsequently discovered evidence, may nullify the whole or x patt of a Cenificate fur Payment previously issued, to such cxtrnl as may Fx nrcrssarv in the Architect's opinion to protect the Owner from Inns for which the Coniratter is responsible, including Inns resulting from acts and omissions described in Section 3.3.2, because of ' .1 defective \I'erk not remedied; .2 third party claims filed or reaxmuble evidence indicating probable filing of such claims unless sr, unity acceptable to the Owner is provided h}• the Contractor; , .3 ftihae of the Contractor to make payments properly to Suhcontraelurs or for labor, macerials cx equipmerri; 4 rexscnahle evidence that the Werk cannot he compldcd for the unpaid balance of the Contrttct Sum; .5 damage to the Owner or a soparate contractor; 6 rensonablr cvidrnrx that Ute Work will not be wmpleted within the Contract Time, and that the unpaid Ivtlance would not be adequate to aivrr actual rx liquidated damaNrs fi>< the anticipated delay; or .7 rcpcaRd f flare Io cane out the W`crk in acceninnce +eith the Contract D~u;uments. , § 9.5.2 When the ab(.ivc reasons nor +vithbaliling cartificatian arz rentovzd, c::rti licanon will lx atr'.de for mn~xutU previously wilfthcld. § 9.5.3 if the Ardritccl withholds celtituttu~xt 1~)r payment undzl' Szctien 9, i.1.3. the (T+ner mrrv. nt it sdr option, issue feint Jtceks to the Contactor and to any Subcontrzctor or nlaterix; or rcuipmem suppliers to whom the Contractor ftliled to make paylneni for 14brk properly pertomted or ntataial er equipment suiwbly delivered. If thz Ot+na makes paymrtits by jaim check, the Owner siladl nobly !hc Arcititztt and tiro .Architect will reflect such ' payment en the ne~7 Certificate for F:iymco!. § 9.6 PROGRESS PAYMENTS § 9.6.1 .A$u the ,lrebilcu has issued a C'. zrti t:cate for Payment, :he lhvner shall make payment in Ihz manner and ' within Ute ti;nr provided in the Cnniract Uocumcnts, and shall Kv netily the Architect. AlA lbcument A28P"-2007. ::onMOht? 1st t. t8+5, t9-5, 15x5, iS37, test 'SSE, 1967, t9E3, 19~, 157(1, -576 '98T, 199' antl 2007 by the Ame~s~ Init. a , Instittfa of Arcri:ects- All rights msorvotl. WARNING: Thh AI4 Ovcumont is protected by U.S. Copyright Law and Infematlonel Treating. UnauNorirad 24 mprvtluction or dtstrlnullnn ul thie AIA~ Document. or any patlbn vi It. may result In severe civil and criminal ponahies, and wIII bo prosecuted to the t maximum extant pna;ibfe antler the taw. I hro C:ra:menl wax pmducsd vy n1A a~Y:n~are al 15 4) ;5 0- DV0fi2at 1 under Orde: kv 5819750268 1 wr._n cr,.irca on G'wt'2rt t. a-r i; no: rcr re,aie Usnr Notes: (7n 751078a~) , § 9.6.2 Thc Contractor shall pay each Subcontractor no later than seven days after receipt of payment from the Owner the amount to which the Subconvac[or is entitled, reflecting percentages attually retainedvom pa}tnents to the Convattor on accoum of the Subcontractor's portion or the Work. the Convector shall, by eppropriace agreement with each Subconvactar, require each Subconvacttx to make payments to Sub•subconvectors in a svnilly manner. § 9.6.3 The .Architect vill, on request, famish to a Subcontractor, if practicable, inCormatital regarding percentages of completion ar amounts applied for by the Contractor and action taken thereon by the :\rchhect and Owns on account of ptxtit7ns oCthe Work done by such Suhennvactor. § 9.6.4 The Owner has the right to request wTiven evidence from the Contractor that the Convector has properly paid Subcontratxors and material and equipment suppliers amaunis paid by the Owner to the Convector for subcontratted Work If the Contractor fails to furnish such evidence within sevctl days, the Owner shall have the right to contact Subcontractors to ascertain whether they have been properly paid. Ncithlx Ute Owner nor.Archilect shell have an obligation [o pay ar to see to the payment of mvncy to a Subcontractor, except as may otherwise be required by law. § 9.6.5 Contractor payments to material and equipment suppliers shall be treated in a manner similar to that provided in Stxtions 9.6., 4.6.3 and 9,6.4. § 9.6.6 A Ccrdficate (or payment a progress paytnrnt, or partial or entire use or occupancy of the project by the Uwner shall not constitme acceptance of Wark not in a+;citrdance with the Contract Documents. § 9.6.7 Cnlcss the Contractor provides the Owner with a payment bvnd in the full prnal sum of the Contract Sum, payments received by the Convector for Wark properly performed by Subcantractws Iuld suppliers shall be held by dlc Contractor for those Subcontractors w supplies who performed Work or famished mazerials, or both, under contract with the Contractor for which payment was made by the Uwnrt. Nothing contained herein shall require mone}• to be placed in a separate account and not commingled with money of the Contractor, shat l create any fiduciary liability or tart liability en the part of the Convector fix breach of truss or shall entitle any person or entity to an ayvard of punitive damages against the COntraLtor for breach of the requirements of this prevision. § 9.7 FAILURE OF PAYMENT If the .Architat dots eat isalc a Certificate for Pay'rnent, dvaugh no luult of the Contractor, within seven days after receipt of the Contractor's Application far Payment ur il'the Owner does not pay the Contractor within seven days after the date established in the Contract Documents the amount cenitied by the .Architect ar awarded by binding dispute reselu[iat, lhrn the Convector may, upon Seven additional days' written notice to the Chvner and Architect, stop the Nark until payment ul die amount trying has been received. 'Rte Contract'I'ime shall be extended appropriately and the Contract Sum shall be increased by the amount of the Convanar's reasonable costs oC shut-duan, delay and Stan-up, plus interest as provided for in the Contract Documents. § 9.8 SUBSTANTIAL COMPLETION § 9.8.1 Substantial Completion is the stage in the progress ofitte Work when the Work or daignatcd portion thereof is sufficiently complete in awordancc with the CaltffaCt Dtxwnents stt that the OvvnLt can occupy or utilize [he Work for its intrndcd use. § 9.8.2 N'hen the Contractor considers that the Wark, ar a pttrtion ihacof which the Owner agrees to accept ;eparatdy, is substantially Ixmplete, the Cantractnr shall preplue and submit to the Architect a comprehensive list of items to he completed nr axreard prior to final payment Failure to include an item vn sudt list doe not alter the resp<msibility of the Convector to complete all 1V,,rk in accordance with the Contract Documents. § 9.8.3 Cpuu rectipt ol'Ute Contmctor's list, the Architect will make an inspection Iv determine whether the Work or desi~mated portion thereof is substantially compk[e. if the Architect's inspection dischMses any item, whether or eat included en the COtrtrebtOf s list, which is eat sufficiently complete in ac:ordance with the Contract Documents so that the Chvner can occupy or utilize ttte \4'ork or dcsiEntalcd portion thereof for its intended use, the Convacior shall, before issuance of the Ccrlificate of Substantial Completion, complete ur cUrrwl such item upon notification by the Architect. In such ca:;e, dte Contractor shall thrn submit a request for another inspection by the Architect to determine Substantial Completion. Ink AlA aoeument A20t'"-2007. CcPVnyhtC •,Ot• •Dti •418 1925, 1977, 1351. 19581991, 19a 3. 79dd,1979.1916, 1597, if9i and 2oC7 py'1 Ae Amerlcar. inautule UArt:nl:ecb. All Mghts rossrvetl. WARNING: Thle AIA Doturttenl la protectW by LLa. Copyright Law and Intematlonal Treatlaa. UneulhurheC 25 roproductlon or Ohinbutlon of tnM AIA' Document or any portion or tL nay rowtt In sevcrc cl"il and criminal panallias, and volt 6o Vroeawlao to the I maximum natant possible antler the low This documem was rno:fuced by AfA sarWxo a115:42'JS On 01~D7r?D17 under Ordc NO 5919750269_1 whcb e+rpi~es pr, O';01:2UI t, ants 5 not for resale Ufer Nines' (545553]647] § 9.6.4 When dte ~~~ ork ur desimated portion ihacof is sutxtaniially complete, the Architect wnl l prepare a Certificate of Substan[ial Compicrion that shall establish the date of Subsrantial Completion, shall establish responsibilities of the Owner and Convector for security, maintenance, heat, utilities, tlamaee to dte \l'urk and insttrancc, and shall fix the time within which dtc Convector shall finish all items nn the list acwmpanying the Certificate. Warranties required by the Contract Documents shall commence on the date of Substantial Completion of the Wurk ur designated portion thereof unless otherv~se provided in the Certificate of Substantial Completion. § 9.8.5 The Certificate of Substantial C:ompletiun shall tx submitted [o the Owner and Convaaor for their written acceptance ufresponsibilities assigned [c them in such Certificate, t.'pon such acexptancc and consen[ of sureh•, if an}'. the Owner shall make paymem of retainage applying to such Wvrk or designated pofion thereof Such payment shall be adjusted for \'.'ork that is incomplete or not in acaxdanuc with the reyuirements of the Contract Documrnts. § 9.9 PARTIAL OCCUPANCY OR USE § 9.9.1 'Ihe Owner may occupy nr use any completed or partially completed portion of the Work at any stage when such portion is designated by separate a¢reerttrnt with the Contractor, provided such occupancy or use is cvnsrnted to by the insurer as required under Section 11.3.1.5 and audtorired by public authcvities havingjurisdittiun over dte Project. Such partial occupancy or use may commence whctha or not the ptv[inn is substantially complete, provided Ute Owner and Convector have accepted in writing the responsibilities assigned to each of diem fur payments, retainage, if any, security, maintenance, heal, Militia, damage to the Work and insurance, and have a~eed in wn-i[ing concerning the period for correction of the Work and commencement of warranties required by the Convect Documents. When the Contractor crnsidas a pctrtiun substantially wmplete, the Convector shall prepare and submit a list to the Architect as provided under Se,.tiun 9.8.2. Crnsrnt of the Crntmctur to partial wcupancy or use shall not be unrwsonnbly withheld 'tile stage of the progress of the Work shat I be determined by writttn ab>reement between the Ovancr and CMVael07 or, if no agreement is reached, b}• Ae+:isiun oC the Are4liteeL § 9.9.2 immediately prig to such partial occupancy ar us'e, dte Owner, Contractor and Architect shall jointly inspect [he area to he occupied ur portion of the Work to be used in order to dclcmtine and rowed dte condition of the Wnrk. § 9.9.3 Unless otherwise agreed upon. partial occupancy or use o[ a portion or portions of the Work shall not constitute acrcptance of R'nrk not complying with the requiremenu of the Convect Documents. § 9.10 FINAL COMPLETION AND FINAL PAYMENT § 9.10.1 l.ipon receipt of the Centrattnr's writtelt notice that the W'urk is ready for final inspection and acuptnnce and upon rcc;:ipt of a final Application for Payment, the Architect will promptly make such inspection and, when the Architect finds the Work acceptable under Ilte Contract Documents and the ConIrAG fully performed, the Architerot will promptly issue a final Certili:ale far Payment stating that to dte best of the Architect's knowledge, information and bclicl; and on the basis ofdte Architect's cn-site visits and inspeetims, dte Work has barn completed in aa;ordancc with terms and conditions of the Contract Da uments and that the entire t:elance [bond to be due the Contractor and noted in the final Certificate is due and payable. The ;lrchi[ect's anal Certificate for Payment will constitute a fvrrhe:~ representation that conditions listed in Section 9.10.2 as prcu;drnt to the Contrattor's being entitled to lira! payment have been fulfilled. § 9.10.2 Nei[her final pa}mcnt nor any remainingretained percentage shall become due until dte Convector submits to dte Architect (I)an affidavit that pa~TOlls, hills for materials anJ equipment, and other indebtedness connected with the Work for wfiich [he CMner or thz Owner's property might M respvnsible or encumbered (less amounts withheld by Ownerj have been paid ur otherwise satisned, f21 a certificate evidencing that insurance required by the Contract llucumcnts to remain in force after [final payment is vrtently in effee-t and will nut be canceled or allowed to expire until at least ;0 days' prior vvriLLCn notice has been given to the Uwncr, (_ j a writtrn statement that the Contractor kncws of no substantial reason t}tat the insularlce will not he renewable [o cover the period reyuired by the Cnltvaul Ulxumcnts, (4) consrnt of surety, ii any, to final payment and (5), if required by the Ovmcr, uthct Jata establishing pa}ment ar sntisfactiun of obligutirms, such as receipt-, reiazses altd waivers of Ii;.ns, claims, >ecurin interests or encumbrance arising out of the Convict, to the catcnt and in such form as ntay be dcsigrtatcd by the Owner. if a Subwnvactor refus<:s lu ltvnish a release or waiver required by the O++ncr, the Convector may filrnislt a bond satisfactory to the Owner to indemnity the Ow•licr aesinst such lien. Ifsuch lien rcntains unsatisfied attar paynncnts ire made, the Contracwr shall refund to the Owner all money that the OwncT may be compelled to pay in discharging such lien. including all costs and reasonable anomcys' lens. AlA Oocumsnt A20t"- 2007. Cppvrlght 91911, 1915, 19'6, 15[5, 1437, +951, 14E8. '98'.1863, 19Ed, 197C 1574 1987, 1991 and 2007 ty The M1mc~can lilt. ~tpWe vl /~,m'n;octa, All rights reserved. WARNING. This AIAs Document Is protected by U.S. Cepyngnl law ontl Intornatlonal Tranlles. Vnauthorzad Z6 repn>dud~on or diutdbution of this AtAx Documma, o. any portion or it, may resort In severe civil antl cnminal penallios, and will be proxecuted le the t maximumextenl possible under lhs lxw. Th~s c~c_rrontwas prblurz: by AIF SCRware at 154755 m,a1•D717011 urCOr Ordor NC 58+5'G0258_I wtich on~lrc= T-1~?71 and moot fancaale User NOlL'T (14'1513?d4T) § 9.10.3 If, after Substantial Completion of the Work final completion thereof is materially delayed through no fault of the Contractor or by issuance of Change Ckders affecting final completion, and the Architect sn confirms, [he Uwner shall, upat application by the Contractor and certification by the Architect, and without terminating the Contract, make payment oC[hc balance due for that portion of the Work fully wmpleted and accepted. If the remaining balance for Work not fully completed or corcected is less than reiainage stipulated in the Contract Documents, and if bends have been famished, the written wnsent of surety to payment ofthe balance due for that portion of the Work fatly completed and accepted shall be submitted by the Contmctor to the Architect prior to certification of such payment. Such payment shall be made under ternts and cvnditions governing final payment, except [hat it shall not wnriitutc a waiver of claims. § 9.10.4 The making of final pa}'men[ shall cvnsututc a waiver of Claims by the Uwner except those arising Gum .1 liens, Claims, securiq~ interests or atcumbraners arising out of the Contract and unsettled; 1 failure of the Wnrk to comply with the requirements of the Contract Utxuments; or .3 terms of special warranties required by the Contract Documents. § 9.10.5 Aoccp[ance of final payment by the Cvnractor, a Subcontractor or material supplier shell wnstiltrie a waiver of claims by that. payee exupt those previously made in writing and identified by that payee as tmstxtled at the time of fins! Application for Payment. ARTICLE 10 PROTECTION OF PERSONS AND PROPERTY § 10.1 SAFETY PRECAUTIONS AND PROGRAMS The Conracto stmt! be rosponsiblc for initiating, maintaining and supm~ising all safety precaufivns and programs in connection wide Ute performance of the Contract. § 10.2 SAFETY OF PERSONS AND PROPERTY § 10.2.1 "fhe Contractor shall lake rcasonnble precautions Cor safety of, and shall provide reasonable protection to prevent damage, injury, or loss to .1 employees vn the Wbrk and other persons who may be al7ected thcrcb}: 1 the Work and materials and equipment tv be inrnrpotnted therein, whether in storage on or off the site, undo care, custody or control of the Contractor or the Contractor's Subcontractors or Sub-subcontractors; and ,3 other property at the site or adjacent Iherew, such as trews, shrubs, lawns, walks, pavements, roadways, structltres and utilities not designated for rtirtoval, relocation or replacement in the course of construction. § 10.2.2 The Contractor shell comply ..•ith and give notices required by applicable law3, statutes, ordinances, codes, rules and reeula[ions. and lawful orders of public authori[izs bearine tin salcty ofpcrsons or property or their protection from damage, injury or loss. § 101.3 The Contractor shall erect and maintain, as required by exiling conditions and pcrlurmancc of the Contract, reasonable salcguards for ssfcty• and pnxection, including posting danger signs and other warnings against hazards, promulgating vafery regulations and notifying owners and suers vl'adjacrnt sites and utilities. § 101.4 W'hcn use or storage of explosives or other hazvdous materials ar ryuipmrnl or unusual methods arc necessary for execution nfthe 1Vork, the Ccmtraclvr shall exercise utmost care and t:arrv on such activities raider supervision of properly qualified per<_annel. § 101.5 The Contractor shall promptly remedy dama¢e and loss (ether than damage or loss insured under property insurance rzquircd by [he Contract Documents) to property referred to in Sections 10.2,1.2 and 10._'.13 caused in whole or in part by dtz Contractor, a Subcontractor, aSub-subcontractor, ur anyone directly or indira-tl}• employed by arty ofihem, or by anyone Pot wfivse acts t}tey may be liable and f,~r which the Contractor isresponsible under Sections 101. LZ and 10.2.1._, except damage or loss attributable to acts or omissions of the Owner or Architect or anyone directly or indirecth' employed by either of them, or by anyone [or whose acts cith~r of than may he liable, and not attributable to the fauh or negligatce of the Contractor. The foregoing obligatiors of the Contractor arc in addition tv the Coniractcr's ublig:ttions tinder Section 3.18. Inlt AlA bocuman1 A201`"-2007, GoFY'~Bn;~CB11, 1915, 19'~B. 125,7937,1551.!959.1961. iBfia 196fi.'B?0,19?9, 16Br, 1a57and 20C7 by T^e American InseP.Ae c' 6r~hdncls. All riphta 2s<rvetl. WARNING: TTb AIA Document la pmtetl<tl by U. S, eopyrlyht Law antl Infematlonal Troalles. Unautharizetl 27 n3protlurtion or tlMdbutlon of tbls AIA° tlacmnvnt, or any portion of w may reeua In aev<m civil antl criminal pananiea, and yrill b< proeee+rtetl to the f manmum eaten! posalEl<untl<. Iha law, ?hie dooumont Wei Droduced uy F.IA srrrw~ a a! 15:42 3i nn ~2'~A:?:2011 antler Crosr Ne.5619?$J24a_1 wbltn <~:ms on D7.D 1::01 t, and is oaf kr,nsale. User Notos: 11415117947; § 10.2.61Tte Contractor shall designate a responsible member ol'thc Cantrsaor's er,anizadtm at the site whose duty shall be the prevention or"accidence. This person shall be the Contractor's superintu[dent unless othzrw•ise designated by the Contractor in writing to the Owner and Architect. § 10.2.7 The Contractor shall not permit any part of the construction or site to be loaded so as Io cause damage or create an unsafe condition. § 10.2.81NJURY OR DAMAGE TO PERSON OR PROPERTY li either ryvty suiftrs injury er damage to person or propert}• hxcause of an act or omission of the ether party, er of others for whose acts such party is legally responsible, written notice ofsuch injury or dame~c, whether a not instucd, shall be givrn to [hc other party within a reasonable time not exceeding 21 days after discovery. The notice shall provide sufficient detail to enable the athls party to investigate the matter. § 10.3 HAZARDOUS MATERIALS § 10.3.1 'Ihz Contractor is responsible far compliance with any requirements included in the Contntct I)octrments regarding har~trdous materials. L`. the COntraCtOr encounters a harardais material or substance cot addressed in the Contract Documents and if reasonable precautions will be inadcxtuatc to prcvrnt foreseeable bodily injury or death to persons resulting from a mater•ia! or substance, including but not limited to asbestos or polychlorinated biphenyl (PCB), rncountcred on U7e site by the Contractor, the Contractor shall, upon recognizing the conditiat, immediately stop l~'ork in Ure atT~ted area and report the condition to the Owner and Architect in writing. § 10.3.2 Upan receipt of the Contrattor's written notice, the Owner shall oixnin the servic,.°s of a licensed laboratory to verify the presence nr absence ofthe material lx substance reported by the CnnvactDr and, in the event such material or subsTance is fomrd to be present, to cause it to br rrndacd hamtless. [-nless otherwise requires by the Contract Dceuments, the Owner shall famish in writing to the Cnnvacwr and Ar.dtitect the names and qualifications oCpersuns or entities wfio are to perform test verih•ing the presence or absence of such mataisl or substance or w•ho arc to perform Ute task of removal or safe containment of such material or substance. The Contractor and the Architect will promptly reply to Ufe Owner in writing stating whether or not either has reasonable objection to the persons or entities proposed by the Owner. ]f ciUta the Conmactor or Ar~iitect has an objection to a pawn or entiq• proposed by the Owner, the Oema shall propose anoUter [o whom the Contractor and the Archttcct have no reasonable objection. When the material or substance has been rrndacd harmless, lvork in the affected area shall resume upon written agrcertient of the OYrner and Contractor. By Chanoc Order, the Convad Time shall be extended appropriately and the Contract Sum shall be inacascd in the amount of the C'omracler'S esasonablc additional costs of'shut-down, delay and start-up. § 10.3.3 To [he fullest extent permitted bylaw, Iha Owner shall indemnify and hold hvntless the Contractor, Subcontractors, Archit~a, Architect's wnsultants and a,rnts and cmiployees of any of them from and against claims, damages, losses and expenses, including but net limited to attorneys' fees, arising out of or resulting liam performance of the WcRk in the affwted area if in fact [he marerial er substance prexnts the risk of bodily injury or death as described in Section 10.3.1 and has not been rrndacd harmless, provided that such claim, dan7a,e, loss or expense is amibu[able to bodily injury, sickness, disease or death, or [o injur}• to or destruction of tnneible propern~ (other than the Work itsell), cx::pt to the cxttxtt that such damage, loss or expense is due m [he fault ur negligence of Uiz party socking indcmniq•. § 10.3.4 The Owner shall no[ be rcsponsiblc undo this Section I0. ;for materials or substances Ure Convector brings to the site unless such materials or substances sue required by the Contract Documents. The Owrer shall he responsible for mmzriais or stbs[nnces required by the Contract Documents, except to the extent of the Contractor's (cult or negligence in the use. and handling of such materials ur substances. § 10.3.5 The Ccmtraaor _<hal I indcmnin~ the Che7[er for the cost and expense the Owner incurs (1) far rcmediaticm of a mutcriJ or substance the Canvattor brutes ti+ the site and ncgligtaitly handles, or (2) w•hzre the Contractor fails to perform its obli~atiens undtor Section 10.;.1, except to the eaten[ [hat [he cult and exprnsc arc due to the Owner's fault or nc_li~cnce. § 10.3.6 lf, wgthout negh2eacc un the part of die Conuactor, the Contractor is held liable by a goveromrnl agency Cur the cost of retnediation of a h:¢ardeus material or substance solely by reason of performing \b'ork as required by the Contract Documents, the Owner shall indemnify the [_ Ul;tralY07 fur all cost and axprnse d7aeby incurred. AIA Oxument A201 `" - 20117. C.coye3ht'D 1911, 1915, 1918. 1925, 1937. ^•059. 1958. I96t I9E3 1368 "9i C, 19?E 1997, 1957 and 4007 by Tha:.ccnean InR Insetule e! Arcm:acL+. All dyhta reserved. WARNING. ThPo AIA° Document Is protected oy U.a-Copy dyer Law antl Inlorretlonal TnaaBos. Uwuthmieed "28 n!productlon or dletril:ullon of Nis AIA` Document, or any portion or il, may result in severe Uvll and criminal penu Wes, and will be prosecuted io the r marimum axtont, osaible under the law.Thiswe'anent wss produeFC C7A Ae,c[rxme n'15<235 on G1•C7~2011 ~ntlor proer No.561U75CZ681whiay ember, on D~:u :: •1 ant sno[tcr ress'e User Na[nsl (tl'.". is en ~? § 10.4 EMERGENCIES In au emererney at7ccting safety of persons or property, the Contractor shall act, at the Contractor's discretion, to prevrnt thr~~tened damage, injury or lass. Additional compensation a extension of time claimed by the Contractor on account of an entagency shall be dttermincd :ss provided in .Article I5 and Article 7. ARTICLE 11 INSURANCE AND BONDS § 11.1 CONTRACTOR'S LIABILITY INSURANCE § 11.1.1 7}tc Contractor shalt purchase from and maintain in a company or companies lawfully authorized to do business in thc)tvisdic[ien in which the Project is located such insurance as will protest the Contractor Gom claims set forth below which may arise out of er r[~ult from the Contractor's operations and completed operations under the Ccmtract and for which the Cattrattor may be legally liable, whctha sudt operations be by the Contractor or by a Subcontractor or by anyone directly or indirectly anploycd by any of them, or by anyone for whose acts any of them may be liable: .1 Claims under workers' compensation, disability bench[ and othersimilar employee benefit acts that aro applicable to the Work to be performed; .2 Claims for damages because of bodily injury, occupational sickness er disease, or death of the Contrattor's employees; .3 Claims for damages because of bodily injury, sickness or disease, ur death of any pLasoo other than the COlttrantnr'S employees; .4 Claims for damages insured by usual personal injury liability coverage; .5 Claims for damages, outer dtan to the Werk itself, because of injury to or destruction of tangible property, including loss of use resulting therefrom; .6 Claims for damages because of bodi ly injury. death of a person or property damage arising out of uw~ncrship, main[cnance or use of a motor vehicle; .7 Claims fM bodily injury or property damage arising out of completed operations; artd .8 Claims involving contractual liability insurance applicable to the Ctnractor's obligations under Section 3.18, § 11.1.2 The insurance required by Section 11. L I shall be wTittert for not less than iimits of liabiliq' specified in the Contratt Documents iu required by law, whichever ctverage is greater. Coverages, whether written etc an occurrence ur claims•mudc basis, shalt he maintained without interruption from the date of commencement of the Work until the date of final pnymcnt and lamination of any coverage required to I>e maintained alter final paymrnt, and with respect to the ContraGOr's cnmplc[ed operations coverage, until die expiration ufthe period for correction of Work or for such other period fur mnintenunce ofcampleted operations coverage as specified in the Conlrect Documents. § 11.1.3 Certificates ofinsurance acceptable [o the Owner shat) be filed with the Owner pricy to wmmencement of the N''erk and dtcrcatlcr upon rrnewvl or replacemen[ of each rc>yuired policy of insurance.'Ihese certificates and the insurance policies required by this Section 1 L I shall contain a provision din[ coverages afforded under the policies will not he canceled or a(luwcd to expire until at leatt .30 days' prior writtrn notice has been given to the Owrex..An additional cenitlcate evidrncing continuation of liability coverage, including wvcraec for completed operations, shall he submitted with die lnal Applicetilm fir Payment as rc:quirrd by Scctiun 9.102 and thereafter upon renewal or replacement of such coverage until the expration of the time required by Semen 11.1.2. htformation wnccrning reduetiem of rnverage un account of revised limits or claims paid under die Gmaal Aggregate, or both, shall be fiunishcd by the Contractor with reasonable pnnnpmass. § 11.1.4 The Contractor shall cause the commercial liability coverage required by the Contract Due:uments to include (11 d[r Owner, the Architec[ and the Artdtitcct's consultants as additional insureds for claims caused in whole or in port by the Contractor's ncg!igem acts or omissions during the. Contractor's operations; and l2) the (hurter a5 an additional insuredrbr claims caused in whole or in part by the Contractor's negligent acts ur omissirns during the Contrectvr's completed operations. § 11.2 OWNER'S LIABILITY INSURANCE The Owner shall he responsibly for purc}tasing and maintaining the OJOner's usual liabilih• insurance. AIA Document A201°-3007. i.cpyn,etC tBt•., 1915, [918, 14:5, 1537, 165[ 1959, 190:. 19aJ, t9io, tS~D, I')+5, [097, 1557 sna 20070y ~r,e l.cnnc;m Inlt losable d Archltectt All rlOhfs reserved. WARNING: Thb AIAs Document ie protected by U.S. Copydghl Law antl Inlenvllonol Treaties. Unaulhorteed 29 reproduction or dlslrlbetion of this AIR' Document, or any podlnn of n. may resua In severe c1v11 antl criminal penataee, antl will be OrosecalcA fo the I masimum extent possible under the law. This tloatmentvres produced oy FlA SOltxare of l5.A2',38 ne 0UD7+2011 under Order FO 5 619 7 562 6 8 [Whiche~:res on ORO!.2U1 t, and ,s not for iasale. User Notes: (/415:3i8a7; § 11.3 PROPERTY INSURANCE § 11.3.1 Cnless otherwise provided, the Owner shall purchase and maintain, in a ~mpany a companies lau•tull}• authorized to do bushiess in thejurisdiaion in which the Projeu is located, property insurance written en a huifder's risk "al!-risk" or equivalent policy form in the amount of the initial Contract Sum, plus value of subsequent Contract Modifications and ccxt of materials supplied or installed by others, comprising mtsl value for the entire Project at the site on a replacemult cDSt basis without optional deductibles. Such propert}~ insurance shall be maintained, unlzss othcruise provided in the CortL•act Documents or otherwise aerecd ir, writing by sll pQSOns and entities wtio arc heneficiarits oCsuch insurance, until final payment has been made as prowided in Section 9.10 clr until no person or entity other dtan the Owner has an insurable interest in the property required by this Section 11.3 to be cclvcrcd, whichever is later.'17tis insurance shall include interests of the Owner, the Contractor, Subcontractors and Sub-subcontractors in the Project. § 11.3.1.1 Property insurance shall be on an "all-risk" or equivalent policy form and shall include, withDUt limitation, insurance aeainst the perils of fire (with estendcd coverage) and physical less or damage including, without duplieati+vi ufcoveragr, theft, vandalism, malicious mischief; collspsc, rardiqu¢ke. flood, windstorm, talsew•ork, testing and startup, temporary buildings and debris removal including demolition occasioned by enforcement of any appli~hle legal requirements, and shall cover reasonable compensation for Ar.ttiteca's and Contractor's services and expenses required as ¢ resuh uCsuch insured loss. § 11.3.1.2 If the Owner d+xs nut intrnd to purchase such prnpem~ insurance required by the Contract and with ¢I! of the covera,es in the amount describxd above, the Owner shall so inform the C.'ontraaor in writing prior to cmimeneement nt'the Work. 71te Contractor may thcl cffen insurance dial will protect the interests of the Contractor, Subcontractors yid Sub-subcontractors in [he work, turd by appropriate Change Order the cost thereof shall Flo charged W the Owner. I: the Coltttaaor is damaged by rile failure or neglect of the Owner to purchase or maintain insurance as described above, wvithout so netifjing the Conttaaor in writing, dmn the Owner shall bear all reasonable cDSts properly attrbutahlc thereto. § 11.3.1.3 If die property insurance: regttires deductibles, the Owner shall pay costs not wvt.TCd because of such deduc[ibles. § 11.3.1.4'phis property insuuance shall cover portions of die work stored ulTthc site. and also portions ofthe \Vork in vansit. § 11.3.1.5 Partial occupancy or use in accordance +vidt Scctien 9.9 shall not commence lmtil the insurance company or urmpania prowiding prDpem• insurance have consented to such partial occupancy or use h}• endorsemau or uthr,Twise. Tho Owner and the Contractor shall take n:asonablc steps to obtain consent of thz insuralue company or unl pantos alld dl al 1, without munurl vainrn consent. take nD action widr respect to partial occupancy or use drat would cause cancellation, lapse or reduction of insurance. § 11.3.2 BOILER AND MACHINERY INSURANCE Tl:e Owner shall purchase and maintain boiler and machinep• insuratlce required by the Contract l~rx:uments or by I:n+~, which shall seccih.ally a~cer suai insure.', v~:iects During installati+xl and until lnal acceptance by the C_hvner: this insurance drail inc:ude interest; ~ ; ;he U+vnrr, C~ ~nlnrctur, Subcontractors and Sub-subcontractors in the \\rork, ~rrl rile (iw 62r and t_onlra: u~r gird l: ''.•c named im~.un.h. § 11.3.3 LOSS OF USE INSURANCE the Owner, ul the Owner's option. may purchase and mniniain such insurrulce as will insure the Ou•ncT mains[ lass of rue of the Owner's pmpbm due to lira; tx other hazards, hew•rw~cr mused. The (h+ner waives all rivdtts of acticm against the Contractor fbr loss of use of the (hvner's property, includine cunseyucnlial losses due [n fire or oUtc7 hazards however caused. § 11.3.4 Tfthe ranraetor rzqu~ts iu writing that insurance 1Lr rsks other L'ian those described herein or oih~'r spcY~i¢! causes of loss be includzd in the property insurance policy, the Owmcr shall, if possible. includz such insurance, trod tar cast dlcrcoi'shall he charged to the Contactor by appropriate Change Order. § 11.3.5 If durin? the I'n?iect canstnlction period the Ouncr inslrres properties, real or personal or both, at or sdjacem to the site Fry property insurm.c under poficics separ¢te tiem those insurin_ the Project, or if after final payment /uA Docament A201 ° - 2007...^,opyvah• J • S 11, 1'v 15 I5I tl. 'q 25 1331, 1951 +558. ' 9b' '.963, 19E6, 19 i C~, 15T6, 1987 199; and ZOO] by The i.,:Ancan In IL i.;y.ute e' hrehuec-.. All rlgfrts rbxervob. WARNING: This AIA Docmnenl le protected ay U. S. enpyripht Lavi and International Tre piles. Unauthoriaatl 313 rvprodudlon or Jlsumuuun or ihia AI Aa Gaarment, m say portion of rL nay result In severe clvlr and criminal penatnos, and will be proxoculud tb the 7 maximum patent possihla under the taw. This becwnen:r_~as;rofur.~d uy AlA SCnwaro al•5;4t35 bn OtJOT'201t undar Grdw Na591975e2EB_•ahich e~ires o~CLp':~p ~1 and-s ncttx'ees~s Uxar Nbtes' ;1415'37047) property insurance is to be provided on ilre cemplcted Project through a policy or policies other than those insuring dx Prejett during ilea Wnsvuclion period, the Owner shall waive all rights in accordance with the arms of Sceiiat I L3.7 for damages caused by tiro w Delta causes of Icss covered by this separate property insurance. All separate policics shall provide this waiver of subrogation by endorsement w otherwise. § 11.3.6 Before an exposure in loss may' occur, the Owna shall file with the Contractor a copy of each policy that includes insurance caveraees required by this SLrotion I I ~. Each policy shall contain all generally applicable conditions, definitions, exclusions and endorsements related to this Project. Earl policy shall contain a provision that the policy bill not be canceled or allowed to expire, and that its limits will not be reduced, until at last 30 days' prior written notice has been given to the Contractor. § 11.3.7 WAIVERS OF SUBROGATION The Owna and Ccmlrnctor waive all ri~Jns against (1) each efha and any of their subcontractors, sub-subconvacfors, agents and cmployczs, each .:f [he other, and (2) the Arhitzct, Architect's consultants, separate cuntraaers described in Aricle 6, ifany, and any of their sulcontractors, sub-subconVaclcxs, agrnts and employees, fir damages caused by fire or oilier causes of loss to the extent covered by propcm• insurance obtained pursuant to [his Section 11.3 or other property inswancc applicable to the work, except such right as they have m proceeds of such insurance held by the Ow•na u fiduciary. The Owner or Contme.Yar, as appropriaze, shell require of the.4rchitcct, Architect's consultants, separate contradws described in Article 6, ifany, and the subcanvactws, sub-subcontractors, agents and employees ofany of[ltem, by appropriate agreemenrs, written what legally required for validity, simil[v waivers each in favw of other panics enumerated herein. "Ih: policics shall provide such waivers of subrogation by endorsemtent or odlernise. .4 waiver of sulxogatiun shall tr effective as to a person w entity even though that person or entity would otherwise have a duty of indemnification, convactual w otherwise, did not pay the insurance premium directly w indirectly, and ahetha or not the person or entity had an insurable interest in the property damaged. § 11.3.8 A loss insured under the Owner's property insurance shall be adjusted by the Owner as fiduciary and made payable to the Owner as fiduciary for the insureds, as their intcresYS may appear, subject to requirements of any appGceblt mortgagee clause and of Senion 1 t... IU. Thc Contractor shall pay Subcontractors thetr just shares of insurance proceeds received by the Contractor, and by appropriate agreements, written where legally required for validity, shad require Subcontractors to make payments to their Sub-subc;untractors in similar manner. § 11.3.9 If required in writing by a party in interes4 the Owtter as fiduciary shall, upon occurzent:e of an insured loss, eive bond for proper prrformancc of the Chvner's duties. The wst of required ponds shell be charged against proceeds received as fiduciary. The Chvner sftall deposit in a separate accoum proceeds so received, which the Owner shall distribute in accordance with such a, cement as the parries in intcrest may reach, w as determined in ae;cordance with the method oC binding disptte resolution selected in the Agreement between ilea Owns and Contractor If after such loss no other special agrcenlen[ is made and unless the Owner terminates [hc Contract for convenience, replacement of damaged property shall h perforated by the Contractor after notificazian of a Change in the l\'ork in accordance with Article 1. § 11.3.10 7ltc Owna y fiduciary' shat l have power to adjust and scale a lass with insurers unless one of ilea parties in interest shall obicet in writing within live days after occurrence of loss to the Owner's exercise of this power, if such objection is made, the disptrte shall be resolved in the mamta selected by the (honer and Contractor as the rnethod ul binding dispute resolu[iat in the Agrccmrnt. If the Owner and Contractor have selected arbivatiun as the method of binding dispute resolution, the Chrner as fiducituy shall make settlement with insurers or, in ilia case ofa dispute over disvibution of insurance proceeds, in accordance with the directions of the arhitrators. § 11.4 PERFORMANCE BOND AND PAYMENT BOND § 11.4.1'litc Owner shall have the right ro require Ote Contractor to furnish bonds covering faithful performance ofthc Cemiract a[ld payment of obligations arising thereunder as stipulated in bidding requirements or specifically required in the Convact Documents nn the date of cxccutien of die Convact. § 11.4.2 iipnn the request of any person or enrity appearing to be a potential beneficiary' of bonds covering payrncnt of obligations arisine undo the Convact, the Cenvactur shall promptly furnish a wpy ofthc bonds ar shall authorize a copy to he famished. AIA Oocumont A207"`- 2007. C.cpyn~ht m 19.1, 19•.5, 19'9, 19e5, 1537 'b9' '95? 1961, 196a, 1506, 1570 1915 1987 `09i and 2007 by The An« , 4,- InR lnallhne of nrcntlr_-;. All rigMa rcoervod. YlARNING: TFiia AIAc Document b pmledvd by U.S. Copyright Law and Internetionel Treatioi. Unauthorizotl 31 mpmauctlon or dicvibulion of this AIA' Oncumonl, or any portion o! It. may result In sovam civil and criminal penalties. and will fie proaecutud to ihu t maclmum extent paaalole antler tha law. ihiz d<[ume^t was F'uuuceC by hiA cNrvraro at l5'.A2:35On otJ07:2elt under prder No 58197502581x'hich e%piroe cr. Oi :pl!POl t. and is not for rocato. Ueor Nolec: (ta 1513T0A1i ARTICLE 12 UNCOVERING AND CORRECTION OF WORK § 12.1 UNCOVERING OF WORK § 12.1.1 If a portion of the Work is covered contrary to the .Architect's request or [o requirements spcei5cally expressed in the Contract Documents, it must, if requested in writing by [he ArchitecK, be uncovered far [he Architect's csaminadon mtd be replaced al the Contractor's expense without change in the Contrail Time. § 12.1.21f a portiem of the R%ork has beet( covered Ihat the Architect ha. not specifiutlly requestexl lu examine prior :o its 6cing covered, the Architect ma}' request to see such Work and it shall be unwvcred by the Contractor. If such Rork is in ace:ordattce with the Contract Documents, costs of uncovrring and replacement shall, by appropriate Change (hder, be at [he Owner's expense. If such Rurk is not in accordanec with the Conu•act Documents, such costs tmd the cost of correction shell he at dre Contrador's expense un!ecs the condition was eausrd by t}:c O~+na or a separate eattnetor in which cvrnt the Owner shall be responsible for pa;:mznt of such cost;. § 12.2 CORRECTION OF WORK § 12.2,1 BEFORE OR AFTER SUBSTANTIAL COMPLETION The (.flntraCCnr shall promptly curta-t Rork reje+:.ed by the:U:hitz~t ur taifing to caNerm to the rcGuircn;cros of L5c Cuntrnet Utx:umcnts, whether discovered before ur after Substantial Completion and whether ur not rahricatzd, installed ar completed. Costs ofcorrecting such rejc~cd Work, including additional tzs[ingand inspections, the ;;ost o:" , uncovering and replacemetu, and compensation for the Architect's services and exprnses made nersssary [hereby, shall be at the Contractor's expense. § 12.2.2 AFTER SUBSTANTIAL COMPLETION ' § 12.2.21 In addition to the Contractor's obligations under Section 3-~, if, widtin one year after ills data uCSubstantial C umplctioD of the Rork or designated portion thccof or after the date for commencement of warranties zstablished under Se::tion y y.l, car by terms of an applicable special warranty required by the Contract Documents, any of the Rork is found to be not in accordance with the requirements of the Contract Documents, the Contractor shat l correct it promptly after r~eipt of written notice from the Owner to do w unless the Owner has previously given the Ctmtractor a wrttrn acccptancc of such condition.'Ihe O++ner shall give such notice promptly after diswvery' of the condition. Dttnngthe one-year period fur curtaaien of Rork, ifthe Owner fails to notify the Contractor and give the Contractor an opporiwtity to make the certectitxt, the Owner waives the rights to require corecion 6y the Contractor attd to make a claim for breach of warranty. If t}te Contractor fails to correct nonlxnfonning Work within a rrasunablc time during thaz period after receipt of notice from the Owner or Archimct, dte Owna may correct it in acwrdantx with Section ' 2.A. § 12.2.22 The one-year period for corcection of Rork shall be extended with respe+x to portions of \\'urk first pcrfixmcd after Substantial Completion by the period oftime between Substantial Completion and dte actual completion of that portico of the Work. § 12.2.2.3 The one-}'ear period fur correction of Work shall not be extended by corrective Work perfurtned ny the Con:mcter pursuantto this Settion 12,2. § 12.2.3 Ihr Contractor shall remove 6om the site portions of thz Wurk that are not in accordance with the requircmcnts ul the Convaet Documents and are neither currectetl by the Contracor nor accepted by the Owner. § 12.2.4'lhe Contractor shall bear the cost of correcting desu•uyed ur damaged construction, wficther complcled Ix partially completed, of the Owrter or separate contractors cnasrd by the Contractor's correction or removal of Rork that is nut in sxordunce with the requirements of :hz Contract L7ocutrunls. § 12.2.5 Nothing contained in this Scaion I'? shall be construed to establish n period of limitation with respect to other ebliealiuns [hc Contrador has under the Cattract llee:uments. Lstablishmcn[ of the one-year period ftrr mrt•eciion of Rork as described m Section 12?.^_ refatcs only to the specific i~bligatiun of the Contractor to correct the Rork, and has no relationship to the time within which the obligation to romply with the Contract Docunxrts muv be semght to be enforced, nor to dte lime within which proceedings may be conunznced to establish the Contractor's liability with respect to the Controetor's ubli¢atiutu other than spcc:itically to ctxrcct the Rork. Init AIA Donmwnt A207'^-2001. C>py*'~.ght CJ t01 •. c9t5 t5t?'.9?<. ~9;t? (551 '958, t56t, t9f 3, t9o8, t970,6A&, (987 ''Ji7 arts 200?cyT'mArrenca- tnsUlu!e of krchitecr. All rights reserved. WARNING: Tnln AIA' Document Iz protected by U.S. Cppyrlght Law antl Imemational Treatlsz. Unauthanzed 32 mpraducbnn or distribution of this AlAa Document or any podlon of 11, may rozult in zovoro civil and cdminal panalbes. and will bu prosecuted to m? ~ maximum extent possible under lb0 few. This n[z:u-,cnbe~a=:•odu;ad ty A:AS.Ycsera st t>A2:35 on 0!:D?:Z01'unaer G~c ho 58t9'Si:00_1 wh,r••, ~~„-as anG%~C P:.]tt ::ud is nd'm -nsolo_ User Nnles', it=' Ot i'n.:v) I~ § 12.3 ACCEPTANCE OF NONCONFORMING WORK If the Owner prciers to accept R'erk that is not in accordance with the requirements of the Contract Documents, the Owns may do so instead of requiring its remoyml and correction. in which case the Comract Sum will be reduced as apprepriatc and equitable. Such adjustment shall he effected whether tv not final payment has been made. ARTICLE 13 MISCELLANEOUS PROVISIONS § 13.1 GOVERNING LAW The Contract shall be governed by the law of the place where the Project is located except that. if the panics have selected arbitration as the method of binding dispute resulutien, the Federal Arbitration Act shall govern Section 15.4. § 13.2 SUCCESSORS AND ASSIGNS § 13.2.1 The latiner and Canractor respectively bind dtcroselves, their partners, successors, essians and legal representntives to covenan[5, agreemrnts and oblieatiats contained in the Contract Uceuments. Except as provided in Section 13??, neithtx pony to the Contract shall assign the Contact as a whole without writtrn consent of the other. ffeither party attempts to make such an assi¢nment without such consent, that psm shall nevertheless remain legally rasponsihle for all obli¢ations under the Contract § 13.2.2 The t-)wmer may, without consent of the Convactor, assign the Contract [o a lender providing const7uction linancing far the Project, ifthe lender assumes the Owner's rights and obligations under the Con[mct Documents. 'the Contractor shall execute all consents reasonably required to facilitate such assigrtmrnL § 13.3 WRITTEN NOTICE \Gritten notice shall he deemed to have been duly caved if delivered in person to the individual, to a member of the t'inn er entity, or to an otTicer of the corporation for which it was intended; or if delivered a[, or sent by registered or ~.: ti;c+I rail or by courier service providing proof of delivery to, the last business address known to the patty giving r.:.... § 13.4 RIGHTS AND REMEDIES § 13.4.1 Uuties and obligations imposed by the Contract Documents and rights and remedies available thereunder shall he in addition to and nut n limitation of duties, obligations, ri¢hts and remrdics vlhcrwisc imposed or available by law. § 13.4.2 Xo action or failure to act b}' the Ow•nur, Architect or Contractor shall constitute a waiver of a right or duty afforded them under the Contract, nor shall such action or failure to net constitute approval of or acquiescence in a breach there undo', cx:;ept us may be specifically agreed in writing. § 13.5 TESTS AND INSPECTIONS § 13.5.1 Tests, inspections and approvals of portions of the Work shall be made as required Fry the Contract Documents and by applicable laws, statutes, ordinances, codes, rules and regulations or lawful orders of public authorities. Cnless vthcrwisc provided, the Contractor shall make artaneemmts fur such tests, inspections and approvtds with an indeprndent testing lahnrntory or entity acceptable to the Owner, or with the appropriate public authcKity, and shall bear all related a~su of tests, inspections and approvals. The Cnntmctor shall give the Architect timely notice of w11en and where tests and inspcetiens aze [n he made so that dlc .4rchitttn maybe prescrtt for such pnxedures. 'Ihe Owner shall bear costs of (I) reds, inspections or approvals that de not became requirements until alfcr bids are received or negotiations concluded, and ('_) test, inspections or appnwals where building modes or applinble laws or regulations prohibit the Owner from delegating their cost Iv the Contractor. § 13.5.2 if the Architect. Uwncr or public authorities having jurisdiction determine thu portions of thz \\'ork require additional testing; inspclion or approvnl nut included antler Section 13.5.1, the Architect will, upon written authorization from the OwneTM, instruct the Contractor m make artangemrnU fur such additional testing, inspection ur approval by an entit}• acceptable tv the Owner, and the Contractor shall give timely notice to dte Architect of when and wfiere tests and inspections arc to be made so that the :\rchitect maybe present ftx such procedures. Such costs, excr.~pt as pros~ded in Section 13.5.3, shall be at the Uwncr's expense. § 13.5,31fsuch proc;:durts lur testing. inspeeninn or approvnl under Sections I .5.1 urd 13.5.E reveal failure ofthc portions vl the N`ork to comply with requiremrnts established by the Ccmcmct fincuments, all costs made necessary hp NA aOOUnIMt A2B1'•- 2007.: oPS• 9h"~ 1911, 1515, 1918. 1925, 193. 'BSc, 1958, 1B6t, 7963, 7£66 'S7G '676 !587 '697 and 2007 oy The Rmeoca'~ IOR incotu!e of Architects. All rights rossrvsd~ WARNING: This AIAs Document b prvladetl by U.S. Copyright Law and Internetbnel Treaties. Unsu[hvrined 33 raprptlucbpn or dieVlyullCn or Ihls AIA nncumanl, or any portion or II, may reaull M savsro civil and erlminal panalfiefi. antl will he prosecuted to N6 ~ marin+umo#snt DCSSible antler the Ww.Tms Document was vrvductC Ey AiA:nhwarc at t542>5 vn 6':07f2Ga unCer Urder NV,581975026E_1rmichawi•es Or. C71(1 by7' 1, fifty ~3 nG rV'e3~ 6 User Nvicee~ (1At 51378aT) such failure including thane of repestrA procedures and comprnsation for dre Arcltiteet's scvices and expenses shall be at dre Contmttor's expense. § 13.5.4 Required certificates of tontine, inspection or approval shall, unless otherwise required by the Contract Documents, be sccurod by the Contractor and prompdy delivered to the Architect. § 13.5.5 lfthe Archicwt is :n observe tests, inspections or appruvalsrequired try the CoutracK Documents, the Architect will do so promptly and, where prattiwble, a[ the nonnal place of [csring. § 13.5.6 Tests +x inspections cundudcd pursuant to the Contract Dc~.uments shall be made prompdy to avoid wveasonablc delay in the Rork. § 13.61NTEREST Pa}moots due and unpaid under [he Contract Wcuments shall bear interest fran the date payment is due at such rate es dre parties may agree upon in writing or, in the absence thereof, at the legal rate prevailing &ertr rime to rime at the place where the Prujcct is located. § 13.7 TIME LIMITS ON CLAIMS 'Ihc Owner and Cnntrattor shall commrnee alt claims and sauna of action, whether in CAntract, tort, breach of wsrranty nr e»henvise, against the other nrisine out etbr related to the Contract in sccordance with the requirements of dre final dispute raolurion method selected in the Agrcement within the time period specified by appli[;able law, but in any case not more than 10 years alter the date of Substantial Completion of the Wa~k.'1he Owner and Contractor waive all claims and causes of action not commenced in accordance with this Sedinn 13.7. ARTICLE 14 TERMINATION OR SUSPENSION OF THE CONTRACT § 14.1 TERMINATION BY THE CONTRACTOR § 14.1.1 the Conrailor may terminal: the Contract ifthe Work ix stopped ter a period of 30 consecutive days through no act or fault of the Conractor or a Subumvactor, Sub-sutrcontractor or their agents or Employees or any other persons nr entities performhrg portions ofthe Work under direct ur indirtxt a~lttracf with the Contrncior, for any ofthe followingrcasons: .1 Issuance of an order of a court or other public auUtority having jurisdiction that requires [dl Wurk to be stopped; .2 .+Ur act of government, such as a dcelaraticxt ofnational emvgcncy that requires all \Vork to be slopped; .3 Because the Architect has not issued a C'ertificalc Cor Payment and has not notified the Contractor of the reason for withholding certification as provided in Srclion 9A.1, or because the Ownv has not made payment un a Certificate for Payment within the time seated in the Contract Document;; or .4 'lire Ow~ler has failed to furnish to the Comraetur prompt!}~, upon the Contruurr's ntlucst, reasonable evidence a9 requitred by Suction 2?.I. § 14.1.2 the Contrtilur may [erminatt the Contrail if, dvnugh no act or fauh oCthe Contractor or a Subcontractoq Sub-subcontractor cr dreir agents or employers or any other persons or entities perlorming portions oftht Work under direct ur indirect contract with dre Contractor, repeated suspensimts, delays or interruptiars of the entire \Vork by the Owner as described in Section 14.3 constitute in the ag~cgatc more than I QO percem of the rota! number of days scheduled for cumplelion, or 120 days in any 365-day period, whichever is Icss. § 14.1.3 l1'one of the reasons descrihcd in Section 14.1.1 or l4. L2 exists, the Corttraror may, upon sevrn days' wtitirn notice to the Owner and Arhitect, tenninatc Ihc Crntract and recnvzr from the Ow•ncr payment for \Vork executed, including raasol;able overhead and profit, costs iucurted by reason of such termination, and damaecs. § 14.1.4 if the 16'ork is ;topped fir a period of 60 consecutive days thri~ugJr no act cv tault of the Contractor or a Subcontractor or their agents or empieycrs cv arty' other perscdts perfi+rming portions of the \Vork under contract with the Convector because tilt Owner has rcpcatedly failed ;o ftthill dre Owner's obligations wtJer dre CITtr-act Dtuments with « spcct to matter; impwlvrt to the pnrgress of the \Vork, the Contracttx ma-y, upon seven additional days' w•rinen notice to tL•c Owns and the Architect. tcrtninxtc ills Contract and recover Gum ills Owncras provide! in Section 14.1.3. IniL AIA Document A207"~-2802 CcpYnq~~,I R'r 1971, 1915. I"r18 '9.5.531.•951.ifr58'Bo1.:9fi:. 7FfiE,iBT.,i9]5, 1987. `.997 and 1007 by rFOAmerlcsn Irustute nr A~^aects. NI dgnts reserved. WAFNING: This AIA° Documsnt Is protxtetl ay U.a. Copynghl Law and International Treaties, Unauthorled ~ coproduction or tlistdautlon of this AIAZ Document. or eny portion or a, may nsutt in severe Uvil and criminal penalties, and wilt bu prosecuted to [he maximum wlant pocsitla undue the law. iMS documm~wnz pnx~,ggd by 4l.A SCttware a!15<<]5nn::1•.CT.2971 under C*der NO.5fi1Bi5U'L58_i winch captez ~o ^]~C 1. ^.o11. and s_ ~ ottm resale nSCr Nnhs: 114751C'°.:/~ § 14.2 TERMINATION BY THE OWNER FOR CAUSE § 14.2.1 The Olma may unnirate the Contract if the Contractor .1 repeatedly refuses or fails [o supply enough properly skilled workers or proper materials; .2 tails to make payment to Subwntmaors for matcials a labor in accordance with the respwtive agreements between the Contractor and the Subcontractors; .3 repeatedly disregards applicable laws, statutes, ordinances, codes, rules and regulations, or lawful orders of a public authority; or .4 otherwise is guilty of substantial breach of a prevision of the Contract Documents. § 14.2.2 R'hen any of the above reasons exist, the Owner, upcm certification by the Initial Decision Maker that sutficirnt cause exists to justify such action, may wil.hout prejudice to any other rights or remedies of the Owner and after giving the Contractor and the Contractor's surety, if any, seven days' w~inen notice, termina[e employment of the Contractor end may, subject [o any pritx rights of the surety: .1 bxclude the Cuntracttx Gam Utc site and take possession of all materials, equipmrnt, tools, end construction equipment end macltinuy thucon owned by the Contractor; .2 .Accept assignment of subcontracts pursuant to Stttion 5.4; end .3 hitush the Work by whatever reasonable method the Owner may deem expedirn[. Gpon written request of the Contractor, the Owner shall furnish to thz Contractor a deutiled accounting of the costs incurred by the Owner in finishin¢ the Work. § 14.2.3 Whrn the Owner temtinates the Contract for one of the reasons stated in Section 14.2.1, the Ccmtractor shall nut be m[itled to receive funkier payment until the Wurk is L"Wished. § 14.2.4 if the unpaid balance of the Contract Sum exceeds costs of finishing the Work, including wmpcnsation far the Architect's sen•ices and expenses mode necessary thereby, trod other damages incurred by the Owner and not expressly waived, such excess shall be paid to the Contractor If such costs and damages exceed the unpaid balance, the Contractor shall pay the dilTercnce to the Owner The amount [o be paid to the Contractor or Owna, as Utc case may be, shall be certified by the Initial Decision Maker, upon application, and this obligation for payment shall survive termination of the Contract. § 14.3 SUSPENSION BY THE OWNER FOR CONVENIENCE § 14.3.1 '[hc Owna may, without cause, order the Contractor in writing to suspend delay or intelTUpt the Work in whole or in part for such period of time as the Owner may determine. § 14.3.2 The Contract Sum and Contract Time shat l be adjusted for increases in the wst and time caused by suspension, delay or interruption as described in Scc[ion 11.3.1. Adjustment ofthe Contract Sum shall include profit. Vo adjusunrnt shall b[' rnadc to dle extatt .1 drat perfortnancc is, wua or would have heen so suspended, delayed ur interrupted by another cause fur which the Contractor isresponsihle; or .2 thm an equitable adjustmrnl is made ar denied under another' provision of the Contract § 14.4 TERMINATION BY THE OWNER FOR CONVENIENCE § 14.4.1 The Ch+ner may, at any time, tenninatc the Contract tix the Owner's convenience and without cause. § 14.4.2lipon receipt of wTinen notice frtnn the Owner of such tt7minafion for the (hvner's convenience, the Contractor shall .1 cease operations as directed by the Owner in the notice; .2 take actions nectssary, ur that the Owner may direct, fur the prolettiun and preservation of the Work; and .3 except for Wurk direxed to be pcrfermed prior to the effective date of termination stated in the notice, tcmtinatc all existing subcontracts and purdtase orders and rnicr into no tunher submntraets and purchase orders'. § 14.4.3 In case of such rumination for the (~yncr's convenience. the Contractor shall be entitled to receive payment for \Vork executed, and costs incurred by reason of such termination. along wilt reasonable overhead and profit nn the Work nut esecu[cd, AIA Document A201"- 2007, Copylgh: •D 1311. •BtE. 7918, 1925, 1937, 185', 185('., 1761 1763 '.598 1570, 79?d. 5381. 1997 and 2007 oy?he Rmen_an Intl :nctlture of Archl:ects. All nghts morvod. WARNING: Thls AIAa Documertt M pmteMed by LLa. Copyrlpnt Law and Intematlonal Treatlca. UnauthormM 3$ reproduction or disbldutlon of This AIA' Oocumont, or any portion or ir. may result In severe cWa and almfnal ponalbsq and will ba prosecuted to the ~ maclmum oc!ant posclble underthe law.T^.is dacumeM was produceo by AlA eoaw•uo at l5<235 on CI:OA2?il vroer Ortle~No.561W 50288_1 wnlcnemb_~s cm O'7~U1!:af • s^e is nnoncr resale User Notes: (1416! llPA'1 ARTICLE 15 CLAIMS AND DISPUTES § 15.1 CLAIMS § 15.1.1 DEFINRION .4 Claim is a dcrnand or assertion by one oftheparties scrkirg, as a manor of ri¢ht, payment ofmoney, rn• other relief with rasped [o the terms of the Contract The term "Claim" also includes other disputes and manors in yurslion between the Owner and Contractor arising out of or relating Io the Contrad. The responsibility Iv substantiate Claims shall rzrt with the pal".}' making the Claim. § 15.1.2 NOTICE OF CLAIMS Claims by either the Owner or Convector mull be initiated M• +sTinen notice to the other perm and to the Initial Decision .Maker with a copy sent to the Architect, if ilia Architec[ is nut serving as the Initial Derision Maker. Claims by either parry must be initiated +vithin 21 days afrer nccurreuce of the event giving rise [o such Claim or within ^1 days alto the claimant first recognizes the cnnditiun giving rise to the Claim, whichever is later. § 15.1.3 CONTINUING CONTRACT PERFORMANCE Pendine final resolution of a Claim, except as otherwise agreed in writing cr as provided in Section 9.7 and Article 14, the Convector shall proceed diligently with perlurmance of the Con[ract and the Owner shall continue to make pa}moots in awurdffi1ce with the Contract Documents. 'Ihe .4rchitcct will prepare Change (hders and issue Certifiwtcs for Payment in auordancc wilt the decisions oCthe Tn3ia1 De: ision \fakcr. § 15.1.6 CLAIMS FOR ADDITIONAL COST Ifthe Convector wishes to make a Claim fur en inarase in the Contract Sum +vritten no[ice as provided herein shall be given before proceeding 2n execute the SVork Prior notice is not raluircd for Claims relaying to an cnil:rgt:ncy endangering life nr property arising under Section IOA. § 15.1.5 CLAIMS FOR ADDITIONAL TIME § 15.1.5.1 If the Convector wi4hes to make a Claim 1'or an increase in the Contract Time, written notice as provided hvein shall be givrn. The Ccmtracbr's Claim shall include an estimfltt of cost and of probable effect of delay on progress ofthe N4n'k. ht the case ofa continuing delay, only one Claim is neeessar}'~ § 1$.1.5.2 if adverse weather conditions m•e the basis Coy a Claim for additional time. such Claim shall he dxumented by data substantiating that weather conditions were ubnannal for the period of time, weld not have been reawnahty anticipnte~.l and had an adverse effect on the scheduled amstruction. § 15.1.6 CLAIMS FOR CONSEQUENTIAL DAMAGES 7hc Cunvactor and Own c~+vaivc Claims aeninst each other for consequential damages arising out ofor relating [o this Contract. "This mutual waiver include .1 damages inctaTed by the Ownel• for rental expenses, for losses of use. inwme; profit, financing, husin~s and rrputalien, and ftx loss of managcmrnt er employee praludivily or ofthe services of such persons: and .2 damages incurred by the Contractor for principal omce expenses including the campenwtion of personnel stationed there, for losses oflinancing, business and rrputatiun, and for loss of profit accept anticipated profit arising d'vecdy Gom the \Vork. 'Ibis minuet waiver is appiicahic, widtout limitntien, to all ccn.>equential damages due to either party's termination in accxdancr wilt Article Id. Vnilting centaincd in this Section I x,1.6 shall be deemed to prealudr an xwsrd of !iyuldated damages, whrn applicable. in accordance +vith the requirelnenls of the Contract Documents. § 15.21NITlAL DECISION § 15.2.1 Claims, exchldin~ :hest arising under Sccaiuns 10.3, I Q.S. 11.3.9, and I L_.10, shall be referred to the initial Decision Maker !cr initial decision. 'Pte Architcta will serve a; the htitial Lktision ~4aker, unless olllrawisc indicated in the .A`recment. Except t'ur lhcuc Claims excluded by ibis Section li,^^<.1, mt initial decision shall he required as a condilicm precedent to media ion ul any Claim arisine prior lu the dstc final payment is der, unless 3(1 days have passed afar the Claim has been refer. ut to lhr Initial Decisi vt \iaker with nu dreisien having been rcrlderrd. ('nlcss dte Initial Decision \laker and all al7cctcd parties agree, the initial Decision \taka will not decide disputes benvecn the Convactnr turd persons or entities oilier ilmn the Owner. AIA OOCUmenl A297's-4007. Gpy~igh:4'~Stt. t915 t514, t525. '331 1351 +558 '.241 '9Ga X566, 57G, 1915, t's8i 1997 any 90VT OY T!+-Aiccririn Ink. In51i:uL pl ArcniL_t;. All rights reserved. WARNiNG~ This AIAs Document la pratuctnd by LL5. Copydaht Law and Inlenutbnal Trnatiae, Unuulhorirad 36 reprotluctlon or dl+Idbution of this AIA Docwnenl, or any portion of It. may resua In suvarv civil and cnmfnal penalllea, and will be prosveutud to ^m r nuzlmum oztont poa6ible under We~sn.T~~~.ar.u¢cm wsa prcesz~by not ssd!na~e at 1G=235omit~~.r::ON.nyvr Cyder NO.5E 1575V2ca_'which czp ws on 67rC t'DP 1 any ~ s ne! br regale Usor Notes' t 1473'3IBa71 § 15.2.21he Initial Ihrcision Maker will review Claims and within ten days of the receipt of a Claim take one or mane of the fallowing actions: (I) roqucst additional supporting data Gom the claimant or a response with supporting data from dre other party, (2) rcjcd the Claim in whole or in part, (3) npprovr the Claim. (4) suggest a compromise, or (>) advise the parties that the inidal IXcision Maka is unable to resolve the Claim if [he Initial Decision Maker lacks sufficient informaion to evaluate the merits of the Claim ar ifthe Initial Decision Maker concludes that, in tht Initial Decision ~Saker's sole distxetion, it would be inappropriate for the Initial Decision Maker to resolve the Claim. § 15.2.3 In cvaluaiing Claims, the lnitial Decision Maker may, but shall not be obligated to, consult vvith or seek information Gom either psm• or from persons with spsxiel knowhdge or expertise who may assist the Initial Decision Makts in rendering a decision. 'the Initial Decision Maker may request the Owner [o authori2e retention of such persons at the Owner's expense. § 15.2.4 !f the lnitial Decision .Maker requzsts a party to provide a response to a Claim or to famish additional supporting Jats, sudt parry shall respond, within lcn days alter receipt of such request, and shall either (1) provide a response on the requested supporting data, (2) advise the Initial Decision Maker when the response ur supporting data will be furnished or(3) advise the initial Decision Mekzr drat nu supporting data will be fitrnished. upon receipt of the response or supporine data, if mry, the Initial Decision'\faker will either reject or approve the Claim in whole or in P~ § 15.2.5 The Initial Decision Maker will rondo an initial decision approvintz or rejeeting the Claim, crc indicating That the Initial Decision Maker is unable to rrsulve the Claim. This initial decision shall (1) be in writing; (2) start the reasons Therefor: and 13) nobly the parties and the Archit~t, if the Architect is not scnvtg as the Initial Decisron Maker, of any ch:mge in the Ctmuact Sum or Contract Time or both. The initial decision shall be final and binding on the parties but subject to mediation and, ifthe parties fail to resolve thou dispute iltrough mediatiol, to binding dispute raulution. § 15.2.6 Either party may file for mediation of an inifial decision at any time, subject to the tams of Stxlion li.2.6.1. § 15.2.6.1 L-ithtr party may, within 30 days Gom rite date of an initial decision, demand in writing that the other party file for mediation within GO days of the initial decision. If such a demand is made end the parry receiving ilte demand fails to file for mediatiot within the lime required, then both parties waive their rights to mediate or pursue binding dispute rzsolu[iur prowulings with respect to ate initial decision. § 15.2.7 in the event of a Claim against ilte Contractor, the Corner mny, but is not obligated to, notify the surety, if any, of the nature and amount of the Claim. if the Claim relates to a possibility of a Contractor's default, the Owner may, but is not obligated tq notify the study and request ihz surety's assistance in resolving [he controversy. § 15.2.8 if a Claim rcletes to or is the subject of a mcchsnic's lint, the party asserting such Claim may prtxeed in aaordtutcc with applicah;e law to comply with the lien notice or filing deadlines. § 15.3 MEDIATION § 15.3.1 Claims, disputes ix other matters ht controversy arising out oftx related W thz Contract except those waivzd as providc~i for in Sections 9,10.4, 9.10.5, and 15.1.6 shall be subject to mediation es a condition precedem to binding dispute resolution. § 15.3.2 the parties shall rndcavor [o resolve their Claims by mediation which, unlecc the parties mutually agree otherwise, shall be ndministerc:d by the American Arhitmtion Association in accordance with its Cmrstruction Inductrv Mectiatiun Prcccdures in clfect an are date of the Atmermrnt A request for mediation shrill be rnadc in writing, delivered to the odtzr parry to dlc Contract, and filed with the perscm Dr entity udministrring the mediation. The request may be made concurrently with the tiling ul bindin, dispute resolution procezdings bal. in such evrnt, mediation shall prcreed in advance ofhinding dispute resolution pro crdin~?, whi;:h shall he stacz,++, pending mediation for a pzricd of !0 days from the dote of tiling, unless stayed for a longer period h}' agreement uCthc parties or court ordzr. If an arbitration is stayed pursuattt to this Szctian 15.31, the panics may nonetheless orocecd to the sclcctiun of the arbitrator(s) and agrez upon a schedule for later proceedings. AIA Document A201"-2007. C.,;pnipn! v 1'J11, 1J15 1918 '975. 1937. •55'. '~%8 15G1. [923, t~,-"~6. +e:tl 1516. tgat '997 uW ]007 by The Arencan Init. •.esvmte o1 Archuetle. All rlghte .aservod wARNING~ Thle AIA° 0o<umant Ie protected by U.S. CopyrtgM Law entl Imarvtbnor Troatles. Unauthorized 37 reproduction or dlnlrlaution of this AIA ' Document, or eny portion nt It, may mull In severe clvll end enminel penslllee, end will Ue prosoeutod to the r maximum extent poseihle under the law This accumenr wes prcv/ec by AlA SOt\vare al'S4?350n01;07~20t1 undor Ortler No.591975076a 'whim e+xires cn 0/:01!2011, and la not inr roaalr. Ueer Notes: t 14t'_137fl47) § 1$.3.3 Thc parties shall share the mediator's fee and arty filing fees eyually. The mediation shall beheld in the place whore the Project is located, unless anothv location is mutually agreed upon. Ay,Recments reached in median, n shall be enforceable as setncmrnt ay~eements in any coon havingjurisdiction thertvf. § 15.4 ARBITRATION § 15.4.1 If the parties have selected arbitration u the method for binding dispute resolution in the Agreement, any Claim suhjca to, but not resolved by, mcdianon shall be subject to arbitration wfiich, unless the parties mutually actor ontenvise, shall be administered by the American Arbitranon.4ssocianon in accordance with its Ctmstrttction Industry Arbitration Fules in effect on the date eCthe Agreement. A demand for arbitration shall be made m wrinng, delivered to the other party to the CDnVact, and filed with the person or entity ndmirtistcring the arbitration. The party filing n notice ofdemand for arbitranon mu.R alert in the demand all Claims then Imowm to that party on which arbitration is ptatnittcd to he demanded. § 1$.4.1.1 A demand for arbitratiat shall 6c made nn earlier than rnncurtrndy with the tiling of a request for mediation, but in no event shall it be made alter the date when the instinrtion of legal or cyuitablc proc_redings based on the Claim would be barred by the applicable statute of limitatiems. For statute of limitations purposes, receipt of a written demand for xrbitranon by the person or entiq~ administering the arbitration shall constitute the institution of legal or cquitahie prcrzedings based on the Claim. § 15.4.2'1he award rendered by the arbitrator ~ arbitrators shall be final, and,judgmrnt may be entered upon it in accordance with applicable Inw in any court having jurisdiction tttamf. § 15.4.3 The foregoing a¢reetnent to arbitrate and other agreements to arbitrate with an additional person er entity duly consented to by pantos to the Agreement shall lx specifically enforceable under applicable law in any court having jurisdiction thacoL § 15.4.4 CONSOLIDATION OR JOINDER § 15.4.4.1 Either perm, at its sole discretion, mey consolidate tin arbitration conducted under [his Agreement with any other arbitration to which it is a party provided that (l) the srbitranon ar~'reament govtming the other arbitration permits consolidation, (2j the arbitrmions to be consolidated substantially involve common questions of law or fact, and (3) the arbitrations employ materially similar prcecdural rules and methods for selecting arbitrafirfs). § 15.4.4.2 Either pam•, of its sole discretion, may include by joinder persons or entities suhstmtially involved in a a~mmen yucsnon of law er fact whcr.,e presence is rcqutrcd if complete relief is to he accorded in arbitniion, provided that the party sought to he joined consents in writing to such joinder. Consent to arbitration involving an additional persou or unity shall not constitute consent to arbitnaion of any claim, dispute or other matter in question not described in the wriftcn consent. § 15.4.4.3'lhe Owner and Convacror grant to any person or entity made a party to en arbitration conducted under [his Section 1 jA. whether by joinder a consolidation, the salve ri¢hts of joinder and wnsolidntion az the Owner and Contractor under this Agreement. AIA Document A101" - 2002 Copyright C 3 t t. • 9: S, t 9' 0, f 915, 1 °,'_7. 1 e5 •, 1559 ' %1. •.957. '.Ube. ' 91G, 19'5, I98? ' 95" and "'06? by She A'•rcriran InIC fnstitu;e cf FrotKts. All nghla reserved. WAANINGr r111E AIPs Dpcumanl Is procectetl by U. a. Copy ngn[ Law and Imurratiunal TmaUes. Unaulhmived 38 mprotluctivn or distribution or this AIA' Doeumert. or any portion of it, may ssaa In seven civil and criminal penaluce, and will be proxourletl to Ihu ~ maxlnwm extant posalble under the law. Thiv tlrx:umrnr »ss producad by AIn. ecffaee ai' SA:.85 art :1 ~A: J1 t ~nda ONc• ho.561 L'Sr~159_1 wr"~ch e.prtc5 tin ,^~V 1!'.011, and i. ~mt for maalC. Usor Notss: ('4'518154?~ R.G Instrecticn 1942-A Guide 2. A~tachment < Page AT_TAC::MEVT 'PC AIA 7CCD`?EN? A2C1-20C?, Gere:a2 Conditioas of the Cor.C[dCS fOr C:::!Strvc_i~n The prcvisior.s of this zttachment shall delete, modify and supplement the arcvislons ,.cntained in the "Ga~erai Conditions of the Contract fcr Construction," A.F. DocurenC A2G1-20C7 Editlor.. The orovisiors contained in t:nis attachment will supersede any con`ltctir.g provisions of t;ne A.F. Doc.unent. She term "Agency," as used in this Attachment, sF.a11 mein the united States of America, acting *_hrccah the Urdted States Cepar_aent of Agricu.ltare. r".k.'1CLE i, GENERF3. ?RO~i .S-ONs i:dd [he 'ilewiny subparagrapt:: .2.4 Concurrence of the Contract by the Agency is re~~uired before it is ef`ectlve. r?.41'1CLE 2, C'r7\Ek delete subpara_raph 2.2.5 snd substitute the followinc: 2.2.5 T'F.e Cor.tractcr wi_1 be furnished, free if chdrge, copies cf the Drawings and ?rejects Manuals necessary for executio^ of Cf1e Itiork. Additic•r.al copies wi.1 be ava'_'_able f.om the ArcF.itec[ at the cos*_ cf reproducticr. and hardline. A.R'I'1CL= L, AkC^7'PE(:- isdd the f•cl_ov:inq to subparagraph 9.1.1: She r,erm "Architect" means the Archir.ec<_, or the Engineer when the nature of *_~e ~aort is ~di[hin the authority granted eru~reers by the S=ate :icer.sure law, or an ac[zori<<-ed r=F:rosencative cf the Archite•z-, or Eng_neer. /+~ T1CLE ~, S:i6:~ON,RACTpfiS r?dd the fcllowirg tc subparagraph 5,2.2: 'Tf:e Contractor shall no[ contract with ar.y pzrty o:ho is cusp=_r,ded ar debarrsd by any F=decal government agency from participat=nq n Federa:ly assi~-ed coastruction proje.^_'ts ;OC-uO-CC; F\ 6CG kJ ir.S L-ruction ':.SL-A Guide 27 Attachment 4 =age 2 nr to wF.cm -Y,e O•..•rer cr tto Architect has made reascrabl=_ and -imely ccecti?n. ~e:ete the words ", Construction Change Cirective" from subparagraph 7,1.1. Insert tl:e words ", Alter;cy z'ter the "turd "Gwcer," and delete the .rods a Ccns*_rucr_'_or: CT:ar.ge Direr*_ive rea~aires agreement 5y the Owner and Fschitect and may or may Go: be agr^_ed ro i+y Lt:e Ccr.trzcter" is subpara4ropt .1._. Cclete the ;nerds "COnstrcc_irn Ctange Directive" Prem suhparagrapa 7.1.3. Deletes sndparacrsph 7.2.1 and suastitcte the following: -~.?..1 A Change Order is a urittan order to the Coar.ractor u_iLlzing orm RD 1924-~, ":Jor.iract Chance Order," or AZP_ :-'C_ signed by tt,e Gwrer, Ar c.`,i teCt, Ccntzactor, ar:d U',e A•3wnry _epreser.tatlve. U is _ssued a'ter the =_xecution cf Lane Ccr.tract, au_t:crizir.g a change in the tSOrk cr an ad;~sCment in -he ':cr.tract mum cr the Crrtraet Time. The Ccr.tr.act Sum and -t.e Contract Time may Ue changed only t:y Cadge Order. •1':.e Cer.tr,::-tor's sienir.g c: a Change Order ind_cates complete agreement therein. Add suhpara^raph 7.2.2: 7,2.2 Manc~cis usee cn derermi:u:u~ ac; ustmenr.s r.o tc:e ~or.tract Su.^.~ r:ay _naiude any c` th= fc.l:~oa:ir.a: .1 vctnal ac^eptance of a lump ^,rn properly _temized and snnpoctad by suf-i~=i~r.i et;star.tiatirg data to parnir _~~;al~_ating. .L Ur.lt prica_s stateri in the 'cctr:ic_ ~ocumerts .:r sn_bseaue;,tly agree: caper,. Ari~9 .he follcw`_mg sentence to paracrapt .. }: "A Cerstnicc':on Cl:aae sir=_ctise may be used only for a change In respor.s=_ -., a.. e0re.gency as c'es^.r-'n2d ir; r;erayrap, _~9.a. RC• Instruction 1842-A wide 27 Attachment 4 ?dye 3 A-~TIrLB ~, 't1xi: Add the following subparagraphs: 6.2.4 The \otice to ?roceed shall be issued within twenty (20i calendar days of Che executior. of tY•e Agreement by tae :?inner. Should there be reasons why tY.e Notice to Proceed cae:net be issued wcthir. such. p@riod, tae time may be extended by a:utcal acreement of the O~dner and i:cntractcr, with th.e concurrence o: Che Ag~n~y. If rte Notice to Proceed has not been issued wi_h.r. the twenty r20) cdiendar day period or a:ithin the period r..utudt.Ly a•_reed, =tie Contra_tor may terminate the kgree~ier.t w_ttout 'urther li_abi_ity on tte Fart of either Farty. 6.3.9 As au__ined ir. Article 3 of the ,_e acnt, the ~cctractor agreea' Y.c pay liMuidated dana^es to the Owner for each caLenc;ar day ste Contractor shall be in default. .'1-~TIrT.? 9, Pf;`_'MEN75 AND CO!1Y13TION Celete cause 9.3.1.1 and substitute the following: 9.:1.1.1 Fork Fer°ormed and materials supplied ender a Ohanae ~^rder may be Sr.cluded for payrect only aft=r ti;e Caar.oe ^rder tas been appr;,ved by all appropriate part_es, including the Agency. Add .he words ", us~rg AIA Docct;ent 7C2, '..vppl.ccatioc and Cert.if.cate for Pdycsnt' ar Form R] 1929-16, 'Fartia:: Payment _st'_mare•," after Certifioate for ?ayment" in subparacraFh 5.4.1. ~dc the ro]lowin•1 subFaragraph: 9. n.8 No prey^ress psyments add; ce r..ade that deplete *_he reta'.nage, nor macs i^ escrow any `ands CSat are required _`cr r_r.aicawe, nor invest rile reta_r,a•3e .or cSe benefit of .he C;or.tra:-tor. 3etairaoe wil.i :net be acjusied ~rtil a£'ar construe*_icr. is substai:Cial.y co*;p_ete. ?- IaC^,. hhe W;"i _T~ ~37En° nlrt' iiE 41G"rc I =P- _ _ 'fif_een ,1~, .r. trio firs r. ssntence third I_ne cf subpar:crapY~ 9. . [i0-00-C~r,i ?N C(iJ R'J Zng _ructior. 1942-=. Vuide 2% Fag= 4 L'~elete subpa raraFh 9.A.:>, a'Cer t:`.e first sentence, and '.:'1r+at itL'Le Lhe foll:iv:irg: °.. 3.5 Plhen the 'nrcrk has veer. substar.r.ia:.ly acmFleted, except for wctk which canno*_ be •-o.aplet=_d because cf weatF.er •cond=ticr.s, lack of mar.eXials or other reasons, .:hich, in the judgmen' of the Owaer, are ca: id reascr.s fcr non-ccmFletion, L;-,e U•.ns- :nay make additional payments, =etaining at al< times ar. aa.cun*_ scffic.ieot to uc+rer the est_mated cost of the iiork 5=i11 to b=_ cor..oleted. Frovide ccoy of the Certif_cate tc the Agency. „__ete sub?aragraahs 9.9.1 through 9.9,3 and substirr_e tnc io_lcwia 9.9.1 The Contractcr agrees to a:,e use and occupancy cf a ocrtion or unit of the Froject befcre '_ormal acceF-axe by the Owner cncer the `ollowir.o cendctiers: ._ A "Certificate c= Scbstyntial Completion" sha_1 be Prepared ar.d axe•_uted as provided in s.raFaragrap` 9.9.4, exce?t :hat wLen, in the opinion of t'na Arci:itect, *_hc. Contractor is :hargeable w__c cn:aerrar.ted d?lay in ccmpleting the iiork or cter Ccr.tracL requirements, the signature c' th.e Contractor :~cll not be required. Tt:e Certificate of Substar.Cia- Corz.o_etion shad be accon.Fanied by a wrir.cer, endorse:aer.t cf the Contractor's insurance carrier and sare.y Permitting occupancy icy file Owner curing the r¢r..aininq perScd of the FroiecL i9crk. Uccupancy and use by tte Goner saa11 ^ot cormence unt.I authorized :•~y public ar_tori-ies ~a:tr:y }urisdicticn cvar ?he P7or:t. .2 Occupar,ry try *he Ua'ner =:-:aa aat b_ .onstruad by the Contractor as being a^ Gccep[ance of that par_ of the ''?rcjeet tc• be ?cccptied. .3 Toe Contractor s}:aL rot 'oe t%l.d resaons;ble for .;cy damage to the cccuFi::d part of Cae Project ..sultinq fra:n tae Cuncr' ;,,•a?aacy. .4 G~-•-cparcy try lY:e L'°nner shat n.^t '.^a d~etr~ed to :=onsr.-1] ~ a licl':°_= It e _stt!:q .-_ais ir. oel:Glf cf the Cwncr :,r Cpat_actc_ Gga_nst .act. other. .5 Zf r~,e F'ra.j a::C corsin-n of mo~e thaw one bv:L-?in_, a:,6 cr:e rc the bvil~in is tc be 3G Instructipn 1942-9 ;wide 2' F.t[ac~ment 4 ?ape 5 a-aup_ed, the Cwne_, Frior to occcpar.•_y c_` tha*_ bci_ci~y^, s:~a11 sec:ire hermarent yrcperty insurance on tF.e nuld'_nq to he c::c'.inLed 7r.d necessary perr..its wai^_:~ may ne .-;_:red*or ~:_;, and occupancy. 9.9,2 Yii th the excepts, r. c'_ ~:l arss °.9.=. csa gad occcpar.cy by *_he ~wrer pr'_cr to ?ro'•~ct ac^~:prance dces r.ot relieve the •~or.traetcr o respons_bility to r„a_ntair. all ir.surar.ce and bonds required of the Contractcr under .he Contract Cocurents until the Project is corzpleted ar.d accepted by the Owner. CeLe_~ .':e seccr.d anc rhird sen_ences cf su:,paragraph 9.10.2. A?.PI'~LE L_, ='~SURis.Vr? .'1yU BCNDS Replace the words 'the Contract Doccnerr_s" with tine words "subpara^araph S1.'..5" in the :first sentence of subparagraph Add t:~ie folloo-:ing subparaarapi: 11.1. ~. Ir.suran•ce shah be: .1 WritCen with a limit_ of 1_abiity of nc[ less than 5500,000 fcr all damages ari.sir.g out of. bodi_y injury, including death, at any tirz.e resultir.q_ therefrom, sustained i;y ar.y one person fir. ary nae accident; aAd a limit c. liability of pat less [har, SSOG,000 a93regaT.e for. any such danage.s statairec tsy Lwo or -:ore p~zrsor.s ;n ar,y cce accident. Insurance shall b= wr__ter. xith a limit of 1.i.abtLry of not Less *_han 5LU0,000'or alt property daaage sustained by any one person :n ar.y one accident: and a limit of _iability of not less thar. $20•"_,~;,GO aggregate fcr ar.y such damage sustained by cwC or morn persons in any .c' 4Y'_-ren with ~ co:nhined bodi:y ir.j~r.y and damage iiahi I'_-y of nc~ less than o i0`%, J0~'i pK:r. occurrence; and wi[a an aggregate. c' riot less than S~~OG,~00 per occurrence. 1 O„ide ~ ~' Actach~se.-.< 7,) P=ae E _ :..~,.~ _:,~ :.,. _:;•„i,a sea_c-~~~ t~ -rr ~n~ c.r sci:p.ragr=; r. _~ . ~.. 1 the pcli.cy shat= rare as .ha _rlsured Lhe Con=ractor nu '_.re ' Cotner. L:aert t=ee ;cord ~' a _ Owner 'ter .he words "uroJ_ect -h:e _t.t_-:-__ .h>" In the second sensance cf sui>paragraph 1 ] .3.1.2. ~ _ ' kdd the fc.L'ow_n; sentence ,o t.:^,e ~=_rd op s~obnar•gr~ri-, =_.3. ~. ' The provision= c_ thi.^, subpa~acapi shall apply .c t::-:e omractor if the ;rr.trac:or p,:r•_}:as=s and r..ainr..a:.:rs _.'_a _:rsurance ceaPr~ge. , Dei e'_e s_bpara~raph 11._i.' _r. i-_, _ra:r~~~_y. PaleC= subraragraph 11.4.1 snd 3ustitu Le tke &:1_G4ri cCl: ' .s.4.. ^ie Con`ra•:__or :; I'211 `•u ri sh. the Ger. rer i~o n~ds :covering fai-haul perLO_-manc2 oz the C:ontracl snd p<'.y,~:-. •_ of obligations aris_r,g thereunder wi Thit: .en (UY.~ cater aar da e. ter rer_ecp- o: tha Not_cc• of Award. 'i'he ::,.r-L^ c:crnpa::_.i exeaair.c =t~ bcr;ds mt.3t ho'd 2 ccrtii_o__:~ •t au-!:cri_y as an accaptahle surn-y cn !"^rletal i+cn<Js ~~ listFd ir. Treasury Ci_cular ;,?~"~ ar,c be acth;:ri-:-,d tc, , ' tr2nsact bus; Hess i.^. iae State ~,hcre lire ?n^; act _s .oceted. ^he bonds (cling the ferns ;ncluded it ti-.e Bidd.ina Cocume:rts; shat :,a:•r be !=•:,_-1 rn -':e ,-.mr;r-t of tre Cortrac; Sum. The ::os-. st -~, lr;r 9.: steal .- _-,-. iJ~.~_i l:r the Cor.tr2a Sur ' t ...,~ thn fcl_ow;rq s~i,paragrapr.s: .'.;...1 1':,e Cnr l-r.ac*_-•-' ..:,.__~ ~.,.::,__r--- ~. I:e ~t.t:-:.-~-~~;-i--t ;aho exacutes the rer;,,_i _ t~.:~-, .: r. t_Hra = c' __._ ^'~:-_t•. __ , o'fi:< r`,-ra_tc a cert. i.fiec an:-1 ,, .rrrer.t :~;; •~•_r c` at _ornr:y. ' 11.4.1.2 -_ 2. any ti-. a 3uc=ty _~n any st:ch bond is dnc-.az-ed bankr'r_.~t ok loss _a r;~:~[:L tc -ic blisinC:S>:, irr the State 'r. nc~t: _tc. Lc b.°__ ;es'r. is _.osmed or cs removed f:"i:7r Liie ' lo': l' ... _et~ ^_GTr.t:c::_C$+'aVCcCL'c`d o:r F:-d~ral , L-..:,-r.^::, thr: ~Ccutr.=atcr shal_ w!thin ten (].G; caien!:a= days e=tcr n::=i,:~ =ror.. . -,e '?:nzcr Lo do ~o, sul.~tiLute •:n 2cc•-:otabie bone .n :.r::h fcrr: and svm 2:1;i ._'gr?::.' by >u.:t: other snret_o or sureties as may be .<,at.isfacto..y ~_c ti-. Canter. °ne _~rc:miurs c;- such nerd ~~:~.aL: t:e pa=r, by eny Co'a_et.~-r°. ..o n.sthcr payment :sail h '9--n~ ^:_ r _r sh.ali ne mach c.-,til _t:•= n=s, .,a ¢ y ~= rr --- i~,ui :,-:: csnlshe~i sn 2cce_ra;_.lo tcr.d to -n~ ;b:r.:-r - , ' 1 RC Tr,struction 1942-A Guido 27 Attachment 9 ?ace 7 A~.TICLE 13, :?I5CELLANsOUS PROV_5IUAS Edd the fo_lowing Paragraphs: 13. B LA:iCS AtiC RIGc:TS-OF 'AAY 13.6.2 Prlcr to the start of constr~ct~or., r_he Owner shall cbtair. all '_ands and rights-of-way necessary for the execution and coapletion of wcrk *_o be pezfcrxed under this contract. 13.3 =QUP.;., C?PORTU?iT•"Y REQUIR=MEtiT5 ?4on-discrimination in Emplovmert try redsraLly Assorted Construction Copt-actors, by Exeoutive Order 11296. 13.9.1 This sec*_ior. surmarizes Executive Grder 11246, which prohibits employment discr_tn_ration and requires emc_oyers holding nor.-exempt Federal cor_rac a and subcontracts and federally-assisted ccr.structier.aontracts and subcontracts in excess cf S10,OCC to _ake affiraative action [o ersnze eg~ual employment op?ort'mity without regard to race, color, relicion, sex, cr nat_oral origin. The Exec~r_ice Cyder requires, as a condit_cr. for the approval cf any federally assisted cor.structior. contract, that the applicant incorporate r.~ordiscriminati.on and affirmative ac*_1or, clauses into its ncr.-exempt federally assisted constructier. contracts. 33.9.2 F.xecucive Cyder 11246, is aaministezed and enfcrcad by the Office cf Fed=rat Contract Compliance Pro-yra^s (C±FCC?), an agency .n the U.S. Deparmer.t_ of LaL,~r's E~ploymerrt 5tandazds Adm'nistra[icr.. OF^C? has issued reyu_a[ior.s at 4] C.F.?. chapter 6C iriplan:en*_ing the Ex.;::u*i va Order. The real a[ions at 41 C.. r.R. par: 6C-4 establish the procedures which the Ayency, as an ad.:.:.r:_stering agency, mu=_t follow wten making grants, contracts, loans, ~.n s~urar,ce or auaranteas :invclvir;y federally asslsted construc[len wh_ch is .-,ct exempt fron the requirements of Executive Order 11295. The reJUlaticns which apply to Feder3: or federally ass~stad aorstructian cer.tractors also are publi~n_a at 41 C.F.F.. Dart 60-4. -3.3.3 UF'CCE' has estat+l abed nwnerica l goad fur nuror__y and female utilizatier. to oonstrccuon wcrk. The :oafs are expressed in aercentage teas for the contrac=pr's aggregator workforce cr. each r_r3de. OFCCP has set goals for m-notify utilize^_icr. bzsed nn the percer.t.:ge e_` m'_norities ir, the „iviliar: lsbc•r force in t}:e _elevzr_ area. There _., RD Iastructicn =9i4-A Guide 1 Atta=:anent 1~ Faqe a sirgle nationwide goal of 5.9 percent for utilization cf women. The gG315 apply tc all construction wcrk _n ~_i:e cc:~ered gea;rap:tic ar_a, v;te.her cr act it is federal, Federally assi=ted or acr.-federa'_. A c::_ir__ ad-rises L_dders cf tr,e app L':-able goals for the area where tai projec*__s to be located. 13.9.4 Application. °ais section apples `_G ail cf a ccrstruction con:raotor's cr subecntractcr's employ=es •n•ho are er,gaced in cn-site corstructicn iacl~iding those ccnstr~ction employees who wcrk on a ncr.-?ederal or nor.- >ecerally assisted construction sit_. 13.9.4.1 Agency officials w_11 notify the appropriate Ragicral Director c= OFCCP =sat ar, ..coney financed construction ccr.lract has been awarded, and that the equal cnoortunity clauses are included is the contract deccrt.ents. 13.9.4.2 The 3egiona_ D_rzcter, OFCCP-DCL, will enfor_e the non-d;scrir.inatiGn requirements of Executive Order 112.15. 13.9.5 The prospective cortractcr or s'abecntrsctcr must cGC~.p'_y with the Trr.mgra'_ic:; kefcrm and Control Act , _' 1386, by comp:eti.r.g and reta'_ninG Form I-9, "?enplcytrent 2ligibility Verif_caticn," for emplnyees hired. '_hls form i3 available _°rom -te =t"r~n.igraCion and Na=Lra1'2aciorl Ser. ice, and llepae _rer.t of Justice. =3.9.5 'rho prospecr_ve ~unCractor or subcontractor most s~ibmi*_ Fcrm ~D 4G0-i, "CGr_a_iaacc Statea+er.t," .c the ap}:liran'_ and as agency ~f`loial as part Gf tae btd pac:age, prier !u ar.y ccr.tra•_tnid regol.iations and cor..ply with the executive 0scer 11240 as stated in r,he ccr.tract doc~~:rner.t s . 13.10 ~TA'*urEs -.3.1.0.1 The Co:~tractcr and each 3ubcor.!ractor shal_ coaply Frith the feLlowlnc statu-as {and Tito reg~_at_Gns isr!uc3 pursuant there Cc, wt:_ch ara iccornorated txre_n by 13.!0...7 Cr..oe_ard Anti-3ic'r.)va^.k Act :1~3 U.S.J. E74? as scpcl_mer.tad it Depa°=:ner.t cf iabcr .. g•.,lations {29 tJ._.?.. !.3rt 3) . 'CY.is mat proc~_des tha*_ aach-Ccnt-actG° sha11 ae prod-:_alted `rom ir.ciurirn, by any rz:eans, ary cersGn ir. :.onr.eotion with oonstrc~.sion to ni'.re cp ary part cf *..ae comer-.nsaticra '_o •n•t;ich the erscr. i.s c.herwise entrrled. RD =nstructich 1x42-A Gt'.de 27 ACtdCr uEnt 4 Fage 9 .3..6.1.2 Clear. lair Act (42 U.S.C. 7414), sectic•e ll4, and S9a.2_ Pol=ction Control Ac_ (33 U.S.C. 187.3), section 308. Undsr Executive Order =1738 and Environmen~al Frotect:on Agency (EPA) regc_atiors 4C C.F.R. part 15, aLl Contr acts Lr. excess cf S-OG,6C0 are recclred to comply Kith thESE Acts. The ACts require the Contrzcror to: .1 Notify the O.rrer c' the r=_ceipt of any co^anunication from EFA indicating *_Cat a faoi'_ity to be utilized in the oerforrarce o` *_he Contract is under consideration to be listed oa the EPA list o: Viclatir.g Faczli-ies. .2 Certify that ar.y facility .o be utilized _n the performance of ary nonexempt Cor.trac:or cr Subcontractor a not listed on the =?A list of Violating Faci_ities as of the date of the Contract kuard. .3 Tnc_udE or cacse to be included Che above cr_-eria and regairE:cents of paragraphs .1 and .2 in Every r.cnexe:np_ subcontract, and that the Con*_ractor affil take such action as Lhe ;avernment may direct as a means of rn°cre.ng such provisions. 13.7.0.7..3 Restrictions on Lobbying' (Public l,aw 101-121, sectior. 319) as sappiemer.ted in Ceaaz-_^er.t of Agr'_cul*_ure regulaticrs (7 C.F.R. part 3019). This statute applies to the rec'_pler.ts of •=c•r.tra=ts cr scbco:r=_acts that excEed $L66,060 at any tier under a Federal loan that exceeds 5.50,6-0 or a Federal :lran*_ tl:zt exceEds 57.00,000. If applicable, the Cor_raotor :nusC comp_EtE a certification forir~ nn lobayir.g dCti41t1e9 relateri to U;e sE:ecific edecal loan or grant r.`iaL i3 a Loading source for tail cAntraCt. The cert_f_cation and di.sciosure tcras shall be provided by the i~wner. 13.11 RcCORCS 1'..11.1 If the Cor.trac_ i= basr-d on a cegotioted Eid, the Cr„•rer, the Acency, the Ccmptrcl_Er Gen= ra] of the U:,ited .,t atES, cr any of thei._ duly autori zed r,presar ta__ves, ar,all k.avE access .o any ticels, documents, papars, and reoords cf the Contractor which are perttnant to a sE>e~-=i,_ Federzl '.oaf program for th•= pu-pose cf making a'adlt, examinar,ion, axcerpts, and _ranscr,otions. The Centra:a or shall reaintair. records for at _azst three years af_=_ the Own=- mazas final payment ar.d all ether pending mar~e:s are clos_d. 00-00-0C1 N 00Q 1 G~L~e l ' AC _ac,r2n: 10 Fade _,_, 1 .3. 1Z .?~'J_RCVb12SiP_I. 3EyC1F.cN;t',NT3 13._2.1 Miti.cation ~!=asLre> - _hn ccarac-.or saa_1 ~::_t:::-1,.; t o:iCh appLcable n_tiya__ar. m^as~_res estaal's1-ed i^ t.^..-- envitarr.~~r.*_a= assessment `Or tn= or:~.e::^t. ^hese maY b- abtzi~ed frcm the A~_enry r~preser,taCive, - ' 13.12.2 the Contractor, w,'le[: ccr.s'.ractinn a Frc'~ -'i . _r:vc: v'_aq trt.n ~u ,~ axca-: _-7na o. }-a t . r c: ~ Y moo ~; 'CC_v1ty, ~k:a1 _:n-.rl'y k Y t~' r ! ' . -- .ry _. t~. vnet .a . ccrac_ain- 13.12.2.. n:1Gaa ~fa'~'i ~Lf :'_±-z. ..1 i:t~L1- DYp9 Er'c-'ry a L.r3r ' 3erains and Cullura- -.~..._, Ha z~L_cus I~1at~r_a_s, 3~d Fsle~catclcgy - Any exave_icn cr Olhcr sarLa aov;cy act_vi•_y by ."e Cont_'actor t ;at pro°/ides nviciezce .^..; ~_t.e ' presence c` endacgerec cr tY._eatenad ..=.pecies or ttle_r cr:-i~a1 `,ah!_at, rn•~caers a hisrn.rical or archa~ol ~~ i : . g c_ rtiSarL, hu.•nar. r=rc.=.iny cr culCura_ iteau. hatardo~~s ma:er_a_s, a fe si_ er other t,a l eor.to=cg.cai mzzer_a_s o-ri t I , re•~ic> the Cont_-ar.._cr to: .: Temporarily stca ur.-•:; ' .2 FTO!'1C.e lT,meUia T.a '1C'_'-" -: L:1" ~:'•~}:L.s:' F-t.'~ _t. 13Pa::y. d.'l~ 1L -..'1:.~'. :;aSC Gl :: -~i7t_1__f h3GaLQ-~'~S V mz-erials, procidi- isunEdiat.a actice Lo _cc:a first , resper.ders anc Cake s,~c1: mezs~n"as a, aecess~ary Co nrot:;er c CCe pcb_ic and o:otzers; 3 1' ' ' . z te rEasonat:le r..ea.sures as recess. ry _~ i--_: r?,.. d_scoverc.•d ^7ateria'_s cr _rntected r'esccrce; ., .i,_do by sc•=h c3~re~-_,. ae _o-:i'.ie•: ^y i.f:~ _-,- L ' _ -,~ _ :,er.cies re,pen_ible Csr =-.-.:~•._e rx-Ce:-ti ~ r .. :o- . : . .. °aeeri~Ls :nanagem.eat; •:r+.c; ' .5 F.i:s;Lae wcr4: o::_y apca c.z- __ r.°~ C'lc ;'. n-'o' -_._ :-,- ~ - 3 12 ~ L d r ' ' : . . ea - 3osed Ya-nt - .he Ccclr-:_c-ca and Gomer s..a-.l c+atply wi_c appli•.aL-•L-_ R^e:lcy rr:,~ai_e:nonts t,r th2 Le=c- F -c o~ n. L'o nt c; ~ent ~ r ~. ~C, a . an.End j¢' ..... 41 -., ad La- Z .i..i._u .,l ~eac. 3a3ad =girt F~ r:7 ' ._i;~c,_"r- ..~, 1. .f =9y;` (<2 i7.^ : 9F ` for' i~ hi~ti .~. , . . re :a tati~:~n iii. t-_ , t-r-___ , _..r -, 1:; 1 RC ir.5_ructicn :592-E Guide ~7 T.ttac:vrer.t 9 Fage __ 13.13.1 The Ccntractcr shall comply with the rec,,:_re[cent9 __ '7 C.F.R.. wart 301?, which. .•erta'.r.s to tae de6arrer.t or suspecsien e° a persrir, from participating in a Federal prograa or activity. c '_5 Ci.AZi1S AND DISPUTES .ydd tF.e words "may be" after sentence c= suhparayraph 15.2 aeplac2 the word "shall" with sentence, first occuzrerr_e of '_5.9.1.2 The arbitrator= wit t0 Che Ow~er'9 _JCdle 39 pc55 h -_ - _ .. - the word ':may" ir. the first =_ubparagraph 15.3.7. select a hearing _ccation as c.lcse ole. :.~o ;OG-0^-G0; Py DC~:~ Washington Instruction 1944-E Guide 7(A) Page 1 UNITED STATES DEPARTMENT OF AGRICULTURE EQUAL EMPLOYMENT OPPORTUNITY OONTRACT COMPLIANCE NOTICES The following notices shall be included in all solicitations for offers and bids on all Federal and federally assisted construction contracts or subcontracts in excess of 510,000 pursuant to Department of Labor (OFCCP} regulations 41 CFR, Part 60-4. NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL EMPLOYMENT OPPORTUNITY (EXECUTIVE ORDER 11246) 1. The Offeror's or Bidder's attention is called to the "Equal Opportunity Clause" and the "Standard Federal Equal Employment Opportunity Construction Contract Specifications" set forth herein. 2. The goals and timetables Eor minority and female participation, expressed in percentage terms for the Contractor's aggregate workforce in each trade on all construction work in the covered area, are as follows: a. The following goals apply to all solicitations. for offers and hids made after October 3, 1980. b. Goal for Female Participation in Each Trade is 6.98 Eor F.very County in Washington State. c. Goals For Minority Participation For Each Trade: Count Percentage County Percentage Adams 3.0 Lewis 6.1 Asotin 3.0 Lincoln 3.0 Benton 5.4 Mason 6.1 Chelan 7.2 Okanogan 7.2 Clallarn 6.1 Pacific 6.1 Clark 4.5 Pend Oreille 3.0 Columbia 3.0 Pierce 6.2 Cowlitz 3.8 San Juan 6.1 Douglas 7.2 Skagit 6.1 Ferry 3.0 Skamania 3.8 Franklin 5.4 Snohomish 7.2 Garfield 3.0 Spokane 2.8 Grant 7.2 Stevens 3.0 Grays Harbor 6.1 Thurston 6.1 Island 6.1 Wahkiakum 3.8 Jefferson 6.1 Walla Walla 3.6 King 7.2 Whatcom 6.1 Kitsap 6.1 Whitman 3.0 Kittitas 7.2 Yakima 9.7 Klickitat 3.8 (OZ-21-86) ?T] 2ZII Washington Instruction 1944-E Cuide (7) Page 2 These goals ace applicable to all the Contractor's construction work (whether or not it is Federal or federally assisted) performed in the covered area. If the contractor performs construction work in a geographi- cal area located outside of the coveted area, it shall apply-the goals established for such geographical area where the work is actually performed. With regard to this second area, the contractor also is subject to the goals Eoc both its federally involved and nonfederally involved construction. The Contractor's compliance with the Executive Order and the regulations in 41 CFR Part 60-4 shall be based on its. implementation of the Equal Opportunity Clause, specific affirmative action obligations required by the specifications set forth in 41 CFR 60-4.3(a), and its efforts to meet the goals. .The hours of minority and female employment and training must be substantially uniform throughout the length of the contract, and in each trade, and the contractor shall make a good faith effort to employ minori- ties and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Contractor or from project to project for the sole purpose of meeting the Contractor's goals shall be a violation of the contract, the Executive Order and the regulations in 41 CFR Part 60-4. Compliance with the goals will be measured against the total work hours performed. 3. The Contractor shall provide written notification to the Director of the Office of Federal Contract Compliance Programs within 10 working days of award of any construction subcontract in excess of $10,000 at any tier for construction work under the contract resulting from this solicitation. The notification shall list the name, address and telephone number of the subcontractor; employer identification number; estimated dollar amount of the subcontract; estimated starting and completion dates of the subcontract; and the geographical area in which the contract is to he performed. 9. As used in this Notice, and in the contract resulting from this solicitation, the "covered area" is the geographical area where the contract work is to be performed. (02-21-05) Fti 223 washing ton Instruction 1944-E Guide 7(A) Page 3 STANDARD FEDERAL EQUAL EMPLOYMENT OPPORTUNITY CONSTRUCTION CONTRACT SPECIFICATIONS (Executive Order 11246) 1. As used in these specifications: a. "Covered azea" means the geographical area described in the solicitation Erom which-this contract resulted] b. "Director' means Director, office of Federal Contract Compliance Programs, United States Department of Labor, or any person to whom the Director delegates authority; c. "Employer identification number' means the Federal Social Security number used on the Employer's Quarterly Federal Tax Return, U.S. Treasury Department Form 941. _ d. 'Minority" includes: (i) Black (all persons having origins fn any of the Black African racial groups not of Hispanic origin); (ii) Hispanic (all persons of Mexican, Puerto Rican, Cuban, Central or South American oc other Spanish Culture or origin, regardless of race); (iii) Asian and Pacific Islander (all persons having origins in any of the original peoples of the Far East, Southeast Asia, the Indian Subcontinent, or the Pacific Islands); and - {iv) American Indian oc Alaskan Native (all persons having origins in any of the original peoples of North America and maintaining identifiable tribal affiliations through membership and partici- pation or community identification). 2. whenever the Contractor, or any Subcontractor at any tier, subcontracts a portion of the work involving any construction trade, it shall physically include in each subcontract in excess of 510,000 the provisions of these specifications and the Notice which contains the applicable goals for minority and female participation and which is set Eorth in the solicita- tions from Which this contract resulted. ~. If the Contractor is participating (pursuant [0 41 CFR 60-4.5) In a Hometown Plan approved by the U.S. Department of Labor in the covered area either individually or through an association, its affirmative action obligations on all work in the Plan area (including goals and timetables) shall be in accordance with that Plan for those trades which have unions participating (02-21-66) PN 228 washing ton .Instruction 1944-E Guide 7(A) Paqe 4 in the Plan. Contractors must be able to demonstrate their participation in ' and compliance with the provisions of any such F)ometoxn Plan. Each Contractor or Subcontractor participating in an approved Plan is individually , requited to comply xi[h its obligations under the EEO clause, and to make a good faith effort to achieve each goal under the Plan in each trade in which i[ has employees. The overall good faith performance by other Contractors ' or Subcontractors toward a goal in an approved Plan does not excuse any covered Contractor's or Subcontractor's failure to make good faith efforts to achieve the Plan goals and timetables. 4. The Contractor shall implement the specific affirmative action standards ' provided in paragraphs 7a through p of these specifications. The goals set forth in the solicitation fcom.which this contract resulted are expressed as ' percentages of the total hours of employment and training of minority and female utilization the Contractor should reasonably be able to achieve in each construction-trade in which it has employees in the covered aces. The ' Contractor is expected L-o make substantially uniform progress toward its goals in each craft during the period specified. 5. Neither the provisions of any collective bargaining agreement, no[ the ' failure by a union with whom the Contractor has a collective bargaining agreement, to refer either minorities oz women shall excuse the Contractor's obligations under these specifications, Executive Order 11246, or the reyu- , lations promulgated pursuant thereto. C 6. ?n order for the nonworking training hours of apprentices and trainees to be \_ counted in meetiny the goals, such apprentices and trainees must be employed , by the Contractor during the training period, and the Contractor must have made a commitment to employ the apprentices and trainees at the completion of their training, subjedt to the availability of employment opportunities. ' Trainees must be trained pursuant to training p[ograms approved by the U.S. Department of Gabor. _ 7. The Contractor shall take specific affirmative actions to ensure equal ' employment oppo[tunity. The evaluation of the Contractor's compliance with those specifications shall be based uC,r,n it, effort to achieve maximum results from its actions. The Contractor shall document these efforts ' fully, and shall implement affirmative action steps at least as extensive as t'ne following: a. Ensure and maintain a working environment free of harassment, ' intimidation, and coercion at all sites, and in all facilities at xhich the Contractor's employe^s are assigned to work. The Cont[ac'or, ' --~==°.. wnere pussruLe, wi~i assign twa or more women to z~c„ _-...> project. The Contractor shall specifically ensure that all foremen, superintendents, and other on-site supervisory personnel are aware of and carry out the Contractor's obligation to maintain such a working ' environment, with specific attention to minority oc female individuals working at such sites or in such Cacilities. (~ \__ ' (D'2-21-86) f>N 228 Washington Instruction 194d-E Guide 7(A) Page 5 b. Establish and maintain a current list of minority and Female recruit-. ment sources, provide written notification to minority and Female recruitment sources and to community organizations when the Contractor ' or its unions have employment opportunities available, and maintain a record of the organizations' responses. ' c. Maintain a current file of names, addresses and telephone numbers of each minority and female off-the-street applicant and minority or Female referral from a union, a recruitment source or community orga- nization and of xhat action was taken xith respect to each such ' individual. If such individual was sent to the union hiring hall for referral and was not referred back to the Contractor by the union or, if referred, not employed by the Contractor, this shall be documented ' in the file with the reason therefore, along with whatever additional actions the Contractor may have taken. d. Provide immediate written notification to the Director when the union or unions with which the Contractor has a collective bargaining agreement has not referred to the Contractor a minority person or woman sent by the Contractor, er when the Contractor has other information ' that the union referral process has impeded the Contractor's efforts to meet its obligations. e. Develop on-the-job training opportunities and/or participate in training programs for the area whfch expressly include minorities and women, including upgrading programs and apprenticeship and trainee programs relevant to the Contractor's employment needs, especially those programs funded o[ approved by the Department of Labor. The Contractor shall provide notice of these programs [o the sources com- piled under 7b above. ' f. Disseminate the Contractor's EEO policy by providing notice of the policy to unions and training programs and requesting their cooperation in assisting the Contractor in meeting its EEO obligations; by including it in any policy manual and collective bargaining agreement; ,_ , - - -- -- > specific review of the policy with all management personnel and with all minority and female employees at least once a year; and by posting the company EEO policy on bulletin boards accessible to all employees at each location where construction work is performed. g. Review, at least annually, the company's EEO policy and affirmative action obligations under these specifications xith all employees having any responsibility for hiring, assignment, layoff, tecminati~n or other employment decisions includiny specific review of these items with onsite supervisory personnel such as Superintendents, General Fo[emen, etc., prior to the initiation of construction work at any job site. A ' written record shall be made and maintained identifying the time and place of these meetings, persons attending, subject matter discussed, and disposition of the subject matter. C ' (02-21-86) PN 228 , Washington Instruction 1944-E Guide 7(A) Page 6 ' h. Disseminate the Contractor's EEO policy externally by including it in specifically including minority and in the news media i i ~ ' , s ng any advert female news media, and providing written notification to and discussing the Contractor's EEO policy with other Contractors and. Subcontractors with whom the Contractor does or anticipates doing business. 1. Direct its recruitment efforts, both oral and written, to minority, female and community organizations, [o schools with minority and Eemale students and to minority and female recruitment and training organiza- ' tions serving the Contractor's recruitment area and employment needs. Not later than one month prior to the date for the acceptance of appli- cations for apprenticeship or other training by any recruitment source, ' the Contractor shall send written notification to organizations such as the above, describing the openings, screening procedures,. and tests to be used in the selection process. ' j. Encourage present minority and female employees to recruit other minority persons and women and, where reasonable, provide after school, suacner and vacation employment to minority and female youth both on the ' site and in other areas of a Cortractor's work force. k. Validate all tests and other selection requirements where there is an ' obligation to do so under 41 CFR Part 60-3. 1. Conduct, at least annually, an inventory and evaluation at least of ' all minority and female personnel for promotional opportunities and ~ encourage these employees to seek or to prepare,foc, through appropriate training, etc., such opportunities. ' Ensure that seniority practices, job classifications, work assignments m . and otY~er personnel practices, do not have a discriminatory effect by continually monitoring all personnel and employment related activities ' to ensure that the EEO policy and the Contractor's obligations under these specifications are being carried out. Ensure t!~at all facilities and company activities are nonsegregated r ' .. . except that separate or single-user toilet and necessary changing faci- lities shall be provided to assure privacy between the sexes. ' pocument and maintain a record of all solicitations of offers for sub- o , contracts from minority and female construction contractors and suppliers, including circulation of solicitations to minority and ' Eemale contractor associations and other business associations. Conduct a review, at least annually, of all supervisors' adherence to p, erformance under the %untractor's EEO policies and affirmative d ' p an action obligations. !~` ~~' Washington Instruction 1944-E t Guide 7(A) Page 7 8. Contractors are encouraged to participate in voluntary associations which assist in fulfilling one or more of their affirmative action obligations (7a through p). The efforts of a contractor association, joint contractor-union, contractor-community, or other similar group of which the contractor is a member and participant, may be asserted as fulfilling any one or more of its ' obligations under 7a through p of these Specifications provided that the Con- tractor actively participates in the group,-makes every effort to assure that the group has a positive impact on the employment of minorities and women in the industry, ensures that the concrete benefits of the program are reflected ' in the Contractor's minority and female workforce participation, makes a good faith effort to meet its individual goals and timetables, and can provide access to documentation which demonstrates the effectiveness of actions taken on behalf of the Contractor. The obligation to canply, however, is the Con- tractor's and failure of such a group to fulfill an obligation shall not be a defense for the Contractor's noncompliance. ' 9. A single oal for minoriti s d t g e an a separa e single goal for women have been established. The Contractor, however, is required to provide equal employment opportunity and to take affirmative action for all minority groups, both male and female, and all women, both minority and non-minority. Consequently, the Contractor may be to violation of the Executive Order if a particular group is employed in a substantially disparate manner (Eo[ example, even though ttre ' Contractor has achieved its goals for women generally, the Contractor may he in violation of the Executive Order if a specific minority yroup of women is underutilized). ' t0. The Contractor shall not use the goals and timetables or affirmative action standards to discriminate against any person because of race, color, ' religion, sex, or national origin. 11. The Contractor shall not enter into any Subcontract with any person or Eirm debarred fran Government contracts pursuant to Executive Order 11276. 12 Th C t . e on ractor shall carry out such sanctions and penalties for violatior. of these specifications and of the Equal Opportunity Clause, including suspension, termination and cancellation of existing subcontracts as may be imposed or ordered pursuant to Executive Order 11246, as amended, and its implementing regulations, by the Office of Federal Contract Comoliance Programs. Any Contractor who fails to carry out such sanctions and penalties shall be in violation of ltrese specifications and Executive order 11246, as amended. ' 11. The Contractor, in Fulfilling its ebligations under these specifications, shall implement spr..cific affirmative act`_~n steps, at leas_ as extensive as those standards prescribed In paragraph 7 of f;hese specifications, so as to achieve maximum results from its efforts to ensure equal employment ' opportunity. If the Contractor Calls to comply with the requirements of the Executive order, the implementing regul.atlons, or these specifications, the L•icector shall proceed in accordance with 41 CFR 60-4.8 ,{ L . {02-21-86) PV 228 Washington Instruction 1944-E Guide 7(A) Page 8 it ll or a 14. The contractor shall designate a responsible official to mon employment related activity to ensure that the company EEO policy is being carried out, to submit reports relating to the provisions hereof as may be required by the Government and to keep records. Records shall at least include for each employee the name, address, telephone numbers, construction trade, union affiliation if any, employee identification number when assigned, social security number, race, sex, status (e.g., mechanic, appren- tice trainee, helper, or laborer), dates of changes in status, hours worked per week in the indicated trade, rate of pay, and location at which the work was performed. Records shall be maintained in an easily understandable and retrievable form; however, to the degree that existing records satisfy this requirement, contractors shall not be required to maintain separate records. 15. Nothing herein provided shall~be construed as a limitation upon the applica- tion of other laws which establish different standards of compliance or upon the application of requirements for the hieing of local or other area resi- those under the Public Works Employment Act of 1977 and the dents (e 9. . , Community Development Block Grant Program). 1 (UZ-21-BG) Pt7 228 NOTFCE TO PROSPECTIVE SUIICONTRAC'fORS OF I2EC)UIREJIEI~ FS FOR CER'I'1FICATIONS OF NON-SEGRGGATF.D FACII.ITIFti A certification o(vonsegregnted facilities, as reyvircd by the May 9, 1967, order 132E R ?439, May 19, Iv67) an Eluninntion of Segrcgatcd Fxilities, by the Seetclnry of Lnbnr, must be srhmmcd prier to tFro arvard of n suhcontrad exceeding 510,000 which is not exempt from the provisions of the Equol Oppartumty clause. The cenificalinn may be submitmd eithu for each subcomnct nr for nll subcantrncts during a pmod (i e- quarterly, seminnnually, nr ~nunmlly)- NC)'fC•: llte penalty for making false statements in offers is prescribed in I R U,S.(". I OUI . DA'I'S (Sitmaurre ojBiddrr rn• Prr~syecrive ('pnlrae7urJ :1 ddrrss (including Zip C bdeJ f~nr, RU 3560-i0 1O~ ~? Pnrtticrr 3 U,^71'1"f:DSTATESllE1'ARI hTENTOFAGIiIGVl:FI7RE ' ItIIRALDEVF:LO1'iv1ENT RltTL1L I IOLiSLNG SERVICE CEIt-1'11/ICA'C10N ON NU 1I)GNTITY OF INTEREST' (IUC) AppJicanL~otn~lver Name: Project Name: Location: ('I'ow~n, Country, State) f DENT7TY OFITTE:RFSI' SG17'EH1EI~'T n ldemity of hnerest occurs: (I) When there is any finnncinl interest between the opplicantfiorrov+¢r and/or manngemenl rntip• and the supplying entity. (2) When one or more of the officers, directors, stockholders or pnnrlers of dte applicanulxxrnwer or management entity is Also an ollicer, director, stockhuWer, or panner of the supplying rntity. (3) W'hcn mty officer, director slockhnidrr, nr partner of the applicanUbormwer and/or management emity has n 10 percent nr more financial interest iu the supplying emity. I•t) 11'hen the supplying emity advances any funds to the npplicant'bnrtower nndror mnnagemcnl entity. (~) When the supplying cmlty provides m pays on lxhalf of the applicanUbarrower an<Vor management entity the cost of any materinls nndtor services in cunneuion wuh obligations under the mmwgemem plmlimanagement agreement. (G) Whrn the supplying entity lakes slouk or any ilaucst in the applicanUt+onowtt and/or managcmcn[ entity as pnrl of the censisleruion to hr p:ud them. cancel! lug any of the the proprriy, exczpt nr understandings enured loin Ih: rehy ahcring, nmenJing, or nrranizatioa docunirnts or other Icgal documcnL pertaining to (, __ (please print name), heretry certify that 1 have read dlc identity o! interest statement above and understand what the UST)A, Rural Dcvelupment, Rural !lousing Service (herein referred to as the Agency), has determined constitutes un identity of interest. J !orifice certify that ,~ identity of imcrost relationship exists. I also hereby certify, under penalty of law •, and with knowledge that dlis information may be verified, that the utfotmalion submitted is true and accurate. 1 further understand that failure to disclose any identity of interest to the Agency will also subject me to any administrative remedies available to the Agency. Such remedies may include suspension and debartnent from participating in any Fcdrral pn~:ratn. I I'wther understand and agree that I will complete anldentity of lntcresl lliseJosure/Qualification Certificate if of Any time m}• circum- stances change, and an idctltity of interest relationship is formed. ApplicanuBarrrrwcr Signatwe AppIIC1111'f{nlTn\5'l'T SI_'flalUlt Date "warning: Senion IuQI ul TitEe I6, United St:rtes (.bde pa+v,des~ "P'hcever. in Any mnner within :he jurisdiction of the cacntGve, Icgcdatrve, m Judicial branch of rhr Gnvemmem of the UnneJ States. kncwmgly and wdtfully falsifies. conceals, or covers up by any nick- xhcma, or device n material fan. makes any materially false. O:uuvus, or fraudulcnl statement m repruentation, ur makes or uses any Isl:c writing or drrcwnenl knowing the sums ro cunlain any mntc,inlly (ntse, Gclitious, e: L•audulmd statnnud or entry shall be firtcJ uudcr this brie of impriwned not more than ?years. or hnlh." ' I or», IZL) ;SCO-; I rolzi,~ nrPROVell (Crz 0;) OMB NU. 0575.0189 l] N ITED 5'fATES DEPAR'I'NLT VT OF A G RICUL Tl!RE RUR4LL>EVELOP~TENT RIIItAI, flOUS]NC SERVICE H)P.NTLTl' OF LATERF.ST DISCLOSURF.!QLIALIFICATION CERTIFICATE ' SECTIOY I: TO BF. COMPLETED BY ALLAPPLICANTS/BORROWERS ApplicattU'13orrowerNamet Project Nnme: Location: (Town, Country, State) mcn,Trnrv ter. rnmrnrc•r Cm A'rrMCN'f :1n (demiry~ o(Intcrest occurs: ~ Wat tl,¢~e is arry~ fi,'tZZial ;r,r~r l~vam t}>e ag4LcsatJ3 ~z ttra~e~ exsty aryl tlr ~alylrc3 aviy. (?) When one or more of the ofliccrs, directors, riockholders m partners of the applicanUburtowa nr management entity is also an officer, director, stockholder, or partner of the supplying entity. (3) N'hen any o~ca, Director, stockholder, or partner of the applicandborrower andlor management entity has 10 percent or mare financial intcreri in the supplying rntity. (4) \Vhen the supplying entity advances any funds to the applicantborrower andlor management entity. IS) \tlhcn the supplying rnlity provides or pa}'s on behalf of the applicanubormwcr and/or mnnngcmcnt entip• the cost of any murnrials and/ar services in connection with obligations under the u,anagcmrnl plmJmanagemcm ngrccmrnt. tti) When the supplying emity takes stock or ony imercst in the applicanuLxrrrower andlor m:nmgemem entiq• as part of the consideration to he paid them. (?) When there exisu or comes into being any side deals, agreements. contracts or understandings entered into thereby altering, amending. or cancelling any oflhe management plan/manngement agreement docwments, organivdinn documents ur other legal documents penninmg [o the proprny, except ac approved by the Agency. ), (please print name), hereby certify that I have read the identity of interest stntc~rtrent above and understand what the UgpA, Rural Development, Rural Hatsing Service (herein referred to as the Agency), has determined constitutes :m identity of interest. I fitnher certify drat an identity of in[crest relationship exists anJ hereby disclose nn the following page(s) ol'this qualification form those entities with which I HAVE an identity of interest relalimtship I hereby certify, trader penalty of law•, and with knowledge that this information may be verified, that the information submitted is we and accurate. I further understand that failure Iu disclose any identity of interest to the Agency will also subject me [o any administrative remedies available to the Agency. Such remedies may include suspension and debarment from patticipnting in any Agency or Federal prngrarn. I further understand and agree that I will update this DisclosurciQualification Certificate if my circumstances change, and I agree to provide a new DisclosunvQualificntion Certificalc al any time reyurstrd by the Agency. This Certification shall he in elicct fur a period of three years beginning nn the day of A ppl icant![iotnnvcr S igualure * W:it'I710 (,: Scdinn IbUI of Tine 16, Waited titatcs Cnde provides, "whoever, m Amy motto within the jurisdiction of the cvcntlive, legislative, nr !udtcmt hrunch of the Government of the Cnilcd Slates, knowingly anJ willfully faLifics, comm~ts, or cuvas up by any trick, scheme, or device a motonul `act. makes any mate rally false, fictitious, m Laudu!cnt S[nlcmcnl ur repturntauon, or makes w uses any false writing or dosvment knowing the some to u>nmin ;a,y mmceianc false. liuitious, or fraudulrnt s[nlcmcnt nr entry shall Ix fined ender Ihix tine m impn5oncd nM more Ihan S Ycarz, m hxh" 6amJmg rn du Po/xn.nrklkd:rowidttnflQJS,•ml ngenry mar/v4 cnndun or.rpOntnr', mJuYrrSw um+o mgmmd/r,w.gXn•fmnnrllernon rrftq!nrmabw/unleu ud<,pla)y H1l( uinnrd mrmMr Yha m!ld (/,hf0 rrmrn1 numArl fur rbu lnrannanw CcPethmi 1, A}%YU159. TNe rime mwrtd M compinu Ihn in:,nmaiw, collrnirm Ix rmmmrd m omrogr 1 hncr prr rc~pnns, Indmlarg :hr nn,e for rerivning Irmeucndrt, scnrrhrng orsYng rlma )onrrpr, rynhnJng and murrnnimng dm dmo nreded, rind vnmplermg and rrvivw~mg !h< rvlltn~mi r:( .f.. > [DL~tT1TY OF IN pEKkiS1'QUALTFICAt'ION SF.CTIUN Ii: TU BE CU1v1PLF.TFD BY THE PRINC II'AL POR i ACH BiiSINESS OR TRADE MTH :1N lllEN7'1TY OF IN7 LRLS'1 pUl) RELATIONSHIP Wl'I'll A CONTRACTING ENTITY. Use additional sheets fur each 101 entity, if necessary. IC» Entity Namc: Tylw of L•'ntity: Contractor ^ Subcontractor ^ Architect ^ Attorney ^ Property Management ^ Trade or Business: Supplier of: I<taterial ^ Labor ^ Both ^ Service ^ Describe f01 Entity's Relationship to Applicant•Dorrower Address: Telephone Number: Taxpayer Identification Number: Number of Full-time L•mployees: _ Pan-time: Years in Business: Pcrsuunel (those responsible Cur completion of the contracted work): Principal of lUI Entity: Address: liomc Telephone Number: Suc'ial Sorority Numbce Years in Business: Training: License(s) Held (include license nttmbers): Name, Address and Telephone Number of Licensing Agencies: Percent of'Cotal Annual Compensation Gom Company: Disclose any criminal convictions or debarment Gom Local. State, Ur Federal Government Programs: Disclose Any Curtcnl ur Pending Legal Actions Against the Company ur any of iss Principals: Do any of the 101 companies fimction as "pass-throughs;' i.e., does the IUI company purchase goods or services from another party and pass those goods or services through to the project? For each pass-iltrough atrdngement, respond to the smtemcnts bclo\v. (Use additional sheets as necessary.) Name the IUl Company involved. L'xplain how the 101 cornpcosation is determined. Explain why it is more advantageous fur the project to use the pass-through arrungcment than to ptrchase directly from ilrc ultimate suppl ier. Attadr Ice schedules for all lOI companies disclosed. I certify, wider penalty oi'taw'•, that the business in which 1 am employed is an ongoing trade or business qualified and properly licensed to undertake the work for which I intend to contract. I funher certify, under penalty of law', and with knuw9edee that iltis information may be verified, that the information submitted is true and accurate. (Si~nahu'e) Date 101 Entity Principal *Wat'It10~: Srtinn IOUI ulTitlc I8. United Stoles Code pmvidcs, "N'hoevn, in nay matter within d¢jurisdicti~n ul Chu encnnivc, legislntivc, nr judic+al hr;uxh of!he Government of lM United Stales, know'mgly and willfully fnlaifies. conecals, nr rovers up by :any' trick, schertrc, a dev¢c a mntenal lac4 ,nukes arty mntcn:dly false. fictitious, or fraudulent statement or representation, or makes or uses any false writing or document knowing the same to contain any ma[erially false, ficUnous. or hnudulrni sfvtemerd nr ntUy shall h fined trader this title ur unpt isuncd not mum dwn 5 years. nr both." RD Inst r~cti0n 139 D-Q Exhibit A-1 S~RTIPICATION POR CONTRACTS. GFFNTS AND LOAKS The urdersigned certifies, to the best of his or her ~owledge and belief, that: 1. No ?ederal appropriated funds have been paid or will be paid, by or on behalf of the undersigned, to any person for irfluercing or attempting to influence an officer or enployee of any agency, a Member of Congress, an officer or employee of Congress, or as employee of a tdember cf Congress in connection with the awarding of any Federal contract, the making of any ?ederal grant or Federal loan, and the extension, concim;ation, renewal, ameadmet.t, or modification of any Pederal contract, grant or Ioan. 2. If any fends ocher than ?ederal appropriated f~.:r_de have been paid or will be paid to any person for influenci=g or attempting co influ~ce an officer or earloyee of nay agency, a N.ember of Congress, an officer or employee of Congress, or an emp_oyee of a Member of Congress in connect±on with this Pederal contract, grant or loan, the •~dersigned shall complete and submit Standard Porm - LLL; "Disclosure of Lobbying Activities,' in accordance With St9 inE ti'L1CtiORB. 3. The undersigned s.'~all require t_'.at the lang•.iage of this certificatien be included in the award documents for all subawards at all tiers (including contracts, subeontracta, and subgrants under grants and leans) and Chat all subrecipienta shall certify and disclose accordingly. Chis certifies*_ioa is a material representation of fact upon whict. reliance was placed .hen t'iis transaction was made cr entered into. S.ibmission of this certification is a prerequisite for making or entering into to s transa ctior. imposed by s=_ction 1352, title 31, O.S. Code. Aay person who fails to f_le tr.= recuired ::ertification shall be s•.ibject to a ~ivil penalty of act less tiara $_D,6G0 sad net more [han $100,000 for eaci sn r_h fai lore. ;name) (date) --- _ ~~- "~` ~_ tt:tle; 030 (OB-21-91) PN 171 DISCLOSURE OF LOBBYING ACTIVITIES Approved by OMB Complete this form to disclose lobbying activities pursuant to 31 U.S.C. 1352 oaas-Dons (See reverse for public burden disclosure.) 1. Type of Federal Action: 2. Status of Federal Action: 3. Report Type: ~~ a. contract i-la. bid/offer/application ~ a. initial filing 1 b. grant LLJJb. Initial award b. material change c. cooperatlve agreement c. post-award For Material Change Onty: d. loan year quarter e. loan guarantee date of last report f. loan insurance 4. Name and Address of Reporting Entity: 5. If Reporting Entity in No. 4 is a Subawardee, Entor Name ^ Primo ^ Su6awardee and Address Of Prime: Tior !(known: Con resaionai District, if known: 4c Con rassional District, i(known: 6. Federal DepartmenUAgency: 7. Federal Program Name/Description: CFDA Number, if applicable: 8. Federal Action Number, if known: 9. Award Amount, if known: 10. a. Name and Address of Lobbying Registrant b. Individuals Performing Services (including address if (if individual, last name, 5rst name, M/): different from No. l0a ) (last name, first name, Mt ): t1. i,kx,n.uvn rw+~c >Tr..~n as ru,n K e.nnof: W w nn. n u.s G ~>n s]5l. Thle dm,n ¢ oMM~ x:Ir.Nea Ie a mnwivl rv eav,cWVn d hrt $i nature: g p p upon wfil¢, Memo wa vleW b, :ie far ebvw wpm Mia ,nrseglan weM mrle P t N i a enbiw0 ca TNe Acmcvn s +wM Wnu,erC b Tl V3G IY^L Thk r n ame: nlvnnnlMn Mt pe e+alege br wplk:rcpactlvn Any penvn wb M. b Ole O,e i nquinC Oicymwv nd oe rva.q b v qa wrpb ~ nd tea amn slo.ow.,a T tle: not mm Ibn T,OC,nOC m xech w~ IeOUn Telephone No.: Date: Federal Use Only: Autnorand rx taxi rteprodu~tion Standard Form LL (Rev. 7.97) 1 INSTRUCTIONS FOR COMPLETION OF SF-LLL, DISCLOSURE OF LOBBYING ACTIVITIES This disclosure torn shall be complotod by the repoNng en;iry, whether wbav~rdee or prime Pectoral rodpianl, at'he InltiaUon or •vicelat of a covere;f Feeeral action, or a matsriai drange b s previousflling, pursuant b title 31 U.S.C. section ? 352. The filing of a lone is reruirad for each payment r agreemem to make payment to any lobbying ontity for InOuanarg or attemptlng to mRaonce an odlcor or employee of any agency, a Member or Congress, an officer or employeeof ' Congress, or an empioyssof a Memberot Congress In wnnectlon with a covered Federelac5on. CampleteaN. items that apply for Doth are inltla~ filing and material change epoR Rehr b the imDlemvnling guidance published by the Office of Management and Budget for adClUone[ infa-ma8on. t . Identify tho type of oovered Federal acton for whidr lobbying auiiv(y is ardlor has been severed W Itrfluenx Me oNCOme of a covered Federal action, 2. Identity me status of !hs mvered Federal salon. 3 idenefy are appropriate classification of this repoR It this is a loliowup report caused by a material Orange io the infomraaor previously repe1letl, enter are year and quarter in which the change otxurtod. Enter are date of the last previously submii;ed report by Mis reporting enty for this covarod Fedarat action. ' a. Enterfho full name, address, city, Stets and zip code of the repaKingemiry. Indude Congressional Dtstda, II known. Check We epproprlatoclassMcatlan of the reporting entry the! desjgnatos II h is, or expects b be, a prima or subav2rd rodpienG Identify Ne der of the subewardee, e.q., are first subewardee of the prime Ls tho 1st der. Subawards include but are fro: limited to suhmn4acM, subgranis antl oontraeC awards under grants. 5. ti Ne organization filing iho report in Ifern a credo 'SuDaaarciea; than onto: the full Hama, address, city. State and zip code of the pdme Federal redpienL Indude Congressional District d known. 8 Flrfarthe name of Iho Foderal agency making the award or loan commitment. Indude et leas' one ogani2atfonallevel below agency name, If known. For exempts, DepaMront of Trarepor'stion, Unaed Slates Coast Guard_ 7 Entertne Fedea: program nano or description for Ne covered Fotleral salon (item 1). If known, enter the toll Cetabg M Federal DomosUC Asslstarreo (CFDA) number for pants, cooperative agreamems, loans, and loan commitments. 9. Enter the most appropriate Fedeal itlenUFjing number avallabla for the Federal adbn identified In Item 1 (o.g., Requesf for Proposal (RFP) number, Invltatfon for Bid (IFB) number, grant announcement number, are contract, grant, or loan sward number, the appacefioMproposel rantrot number ' assigned by the Faders' agency). Include prefixes, e.g., "RFP-DE-96-001.' 9. For a covered Fetleral aWon wlx:re :hare has bean an award or ban commitment try the F~eal agency, enter the Federal amount of Iho award/loan commitment far the prime entity niendfletl in &em 4 or 5. - ' 10. (a) Enter the full name, address, clry, State and ~ code otNe bbbyfng registrant under rho Lobbying Disdosure Aa of 1995 engaged Dy Ne reptxUng erliry identified in item 4 to erfluen~ the oovruod Federal actlan. (n) Enter the fug names of the Indivldual(sj parlo:ming servirss, and Include full address if ddferen[ from 10 (a). Enter Last Name, First Name, and Middle Initial (MI). 11. The ce~tifyirg official shall sign and dato the loan, prim hlaflw„r name, title, and :olepnone number. Acnrdimg to the Paperwork Reduction Act, as amended. no persons are required to respontl W e coilacfion of Information unless F, dfsplays s valid OMB Confrd Numper. Tne valid OMS op:rtml number for Nis In(o; rreaom WSedipn is OMt3 No. 034&0048. Public reporting ouNen for mss ootlpctlon pf IrformaUOn w esamalatl to average 10 minutes ppr response, inauding amo for roviowing InsNUCoans, searching exlsUng dais sourops, ga•~hering and maintaining the date needed. and wmpieang and reviewing the collectbn of Information. Send comments regardhg the burden esamste or any other aspoa of this cokedlon of mfcoma8on, indudMg suggesUUns br rodudng this burden, b the OfUce of Afenagementana Budget, Papemvork Radudbn Pro+ad (C34g-O.YtB), Washington, OC X503. U.S. DEPARTMENT OF AGRICULTURE Ccrtifica[ion Regarding Debarment, Suspension, Ineligibility and Voluntary !',elusion - Ltnver'Tier Covered Transactions This certification is required by the regulations implementing Executive Urder 12549, Dcbarrnent and Suspension, i CFR Part .1017, Section 3017.510, Participants' responsibilities. The regulations were published es Part IV of the January 30, 1989, Fcdcrel Register (pages 4722-4733). Copies of the regulations may be obtained by contacting the Department of Agriculture agency with which this tmnsacriun originated. (BEFORE COY[PLETL\G CERTII'ICATIOV, READ IM1STRtiCTIONS OV REVERSE) (I) The prospective lower tier participant certilies, by submission of this proposal, [hat neither it nor ils principals is presently debarred, suspended, proposed (or debarment, declared ineligible, or voluntarily excluded From participation in this transaction by any Federal department or agency. (2) Nhere the prospective lower tier participant is unable to certify to any of the statements in this certification, such prospective participant shall attach an explanation to this proposal. PR Aw;rrd Vumber or Project Vame Name(s) and Title(s) of Authorized Rcpresentativels) Uatc Form Ail-1043 (1:92) Instructions for Certification 1. By signing and submining [his fornt, the prospective lower tier panicipartt is prgviding dte certificazion set out on the reverse side in necordance with these instructions. ).. 'I`hc certification in thi; clause is a material represzmation of fact upon which reliance was olared when this transaction was emoted into. if it i; later determinzd that the prospective lower tier participant knowingly rendzrcd an erroneous cenificatiuq in addition to other remedies available to the Federal Govcmment, the deparunent or agency with which this transaction originated may pursue available remedies. including suspension and~or debannznt. 3, The prospective lower tier participant shall provide immediate wri«cn ngtice to the person to which this proposal is submiucd if az azry time the prospective lower tier paricipant teams that its certification was erroneous when submineA w has become erroneous by reason of changed cir,umstances. q• The cerms "covered transaction," "debarred." "suspended," "ineligible," "lower tier covered transaction," "participant," "person," "primary covered transaction; "'principal," "prcpgsal," and "voluntarily excluded," ss used in this clause, have the meanings set out in the lleimitions and Cgvergz sections of rules implernentine Execu[ive Order 12949. You may contact the per;oa to which this proposal is submined for assistance in obtaining a copy of thosz regulations. 5. Thz prospective lower tier participant agrees by submining this form that, should the proposed covered transaction be entered into, it shall not knowingly toter into any lower tier covered transaction with a person who is debarred, suspended, dicta«d ineligible, or voiun[ari(y excluded loom participazion in this covered transaction, unless authorized by the department or a¢ency with which this transaction originated. 6. The prospective lower tier participant further ag«cs by submitting this form that it will include [his clause titled "Certification Kcgarding Debarment, Suspcn;ign, Incligibiliry and Volunt•try Exclusion - Lower Tier Covered Transactions," without modification, in all Igwcr tier covered transa^.tiuns and in all solicitations for lower tier covered transactions. 7. A participmtt iu a covered [ransactinn may rely upon a ccnitication ofa prospective participant in a lower tier covered transacton that it is not debarted suspended, ineligible, or voluntarily excluded from the covered transaction, unless it knows that the certification is emonzqu;. A participant may decide the method and frequency by which it deler-mines the eligibility of its principals. Each participant may, but is not required to, chick the Nonprocurerncnt Lisf. R. Nothing coruained in the fo«going shall be cgnstmzd to require establishmzm of s system of «cord; in order to render in gcwd faith the certification required by this clause. The knmvledgc and information of a participant is not required to exceed that which is nomtally possessed by a prudent parson in the ordinary course ~~t business dealings. ' ~+. Escept for transactirnc authorized under par_nph i of these instmcrons, if a participant in a covered transaction knowingly enters torte a lower tier rovrred trvtsactign with a pcrsgn who is suspended, debarred, '~ inzligible, qr voluntarily exrhrdcd frorn panicipariou in this transaction, in addition to oilier «mcdies available to the Federal Ggvernmcnt the dzpu-tn:cnt or agency wish which this transactior. oririoatcd may pursue svaiiable rrmrdirs. inciuding nspers tort an d4~r drhsm~cnt. Farm Ali)-i0d811!'4_l 1 ' FORM APPROVL•U OMB NO.OS7S-bP12 CUNTRACT NO. Farm kD 1924-18 UNI'R=D STATES DEPAR7T.IF.IYf OF AGRICIILTURC- Rt1RA1 DEVFloI'iff NF D 97 . (Rcv. - ) AYM NT ESTIMATE N PA FARM SERVICE AGENCY RTIAL P E O. PARTIAL PAYMENT ESTIMATE PAGE OF OWNER: CONTRACTOR: PERIOD OF ESTIMATE FROM TO CONTRACT CHANGE ORDER SUMMARY ESTIMATE Agency Approval Anro unt O i i l C ~ t. r g na ontract ..... .. ....... Date Additions Dedudiorts 2 Change Orders .................. - 3. Revised Contract (1 r 2) ........... 4. Work Completed' ................. 5. Stored Materia6' ....... .......... 6. Subtotal (4 + 5) .................. 7. Retainage'' ...................... & Previous Payments ............... -- 9. Amount Otw (6-7-B) ......... . .. . . . TOTAL S + Ormr7rd Mrokdawn anarlud NET CH ANGE CONTRACT TIME Original (days) _ Revised _ On Schedule ^ Yes Starting Dale _ Remaining _ - _ ^ No Projected Completion __ CONTFlACTOR'S CERTIFtCATICN: ARCHITECT OR ENGINEERS CERTIFICATION: The unclersigrred Contractor certifies Mal to the bv_st al LLtet3 The ondeesigned certHies Shat the work has been earetulty knowledge, inlormation and be0et the work mvered Dy tNs inspecierl and to the best of Weir knowledge and bofiel, Me payment estimate t4v5 been mmplefed in axordance with rauanlities shown in thLS estimate are correct and Me wog K has the conhact docurnerts, Mat all amounts have been paid by Deen performed in accordance with the conaact document;. the contractor for work for which previous payment estimates was issued and payments received horn the owner, and Mat current payment Slawn tarein is raw due. Architect wEngineer -_ _ _ Contractor BY By Date Date _ ACCEPTED BV AGENCY: APPROVED BY OWNER: The review aril acceptance of Ihis estimate does not attost to the wnectness M the quantfics shown or Mat the work has been psdormed in accordance with the conhact documents. Owner By - - -- By Title Dnte Uato Atto<durg m the P~enort Rrda~im Art ,y 1P9f. no prrspns ar< r<gnirrd rn respond ro a rd/rturw of iM1rpinorios mdrla tr diapf¢rt n elect OMB rmod n+vrtba. TM s+afd !)NR r'onr~ d nw,frr for rAir virwmsa~n rnllrctian u 0373~OOr7 The nmr repnL<J w ronysbrr clue i~mr.u ysn rdltrriun is rsrimovd to awrogr 30 mrnWCr per respvru<, irtrfn+:rng rM eimr J~x rr.rr..i~s wnwrioru, s<m<AinR rcrnn{ darn sav<n.1[dMin{ wd,wawinin{ r4 dya ivrdrd. nM rar pl<nn{ and rcvin~ng rh rdM'rion of ii{ImmniPn. RU 1924-18(Rcv.6-97) o e ~ ~ IL ` O 1- O Ua Z w O = _Z O a O `L Q 1- 1- W ¢ z a O Z ~ ~ w a W ~ W e T O J? } a ZJ >> ¢ O h ¢ w w °' f- ¢ ~ rn q Fw- Y = j- W w ~ F W ° ? F j w O Z r n O O ~ W O O w r n ~ J H ¢ p ¢ _ ¢ LL1 W w U O ao Z ~a ~ ¢ ~ a o O ~ w O_ ¢ Q W ¢ ~ J g W ¢ C J r w a v. `z w O ~ O N o U w ¢ = ~ - ~ Y ¢ O w = z O 3 i o z ~ ~ a ~ o p Y Ua Q W m Z N W U 7 O ~ p a a iu ~ J ~_ , L _ ~ i a ~ _. u O M J U U F a Fw (? ~ U O < Z ' O ¢ O n _ 3 w z O w --- ~ .~ O a ~ o .~ U Y S F - w ~ F ~ _~ y~ ~ C Z ~ i .: m m O ~ ~w e ~! O J _ ~xr~, ._ w a _> °o _ . ~ N N a a ~ ,~ ~ o J J 6 3 Q U o F ~ ~~ a ¢ m ~ ~ m ~ 1- °. N v n O ~ a v U O w ~ E o E m --- Q w t- w f- Co [ta ~a rn ~ ~ W fl [.,' , OMB NO. 0575-0Oa2 form RD 1924.7 ORDER NO. (Rc v. 2.97) UNTTED S7ATF5 DEPA RTbtE\T OF AGRICULTURE RURAL DEVELOI'A1F.NT AND DATE FA(tA1 SERVICE AGENCY CONTRACT CHANGE ORDER STATE CONTRACT FOR COUNTY OWNER llle amount of the Contract will be (Decreased) (Intteascd) By The Sum Of: The Contract Total Including This and previous Change Orders Will Be: Dollar ($ ). - Dollars (S ) . The Contract Ptriod Providrd for Completion Will Be (Increased) (Detteased) (Unchanged): _ _ Days. This document will become a supplement to the contract and all provisions will apply hereto. Requested __ _ (O.•-rtrq (poll) Recommended _ 10wui t ArchimrtlfnRinea) (palO Accepted _ _ ._ (Cowaaa I (Oal<1 Approved by Agency rNumr ane rrrln rparrl PYf•l,( IfPOHYrt (Waffn JrylAll (rdIH11rM !{I~Ynm/YM tl rl(llrLlrrdftl N/M•tr 1 S TlnYffJ Prr IfIAYMI(. Ylrllldind IAr tlTr)q Trl/Wba INrlYrriOnl, ir9rAVrs lrrlllnr dOfO tOY/M1f. rarflrrina endvninlelninR lAr Jam nrfdrJ.a,ld«vnA•IrrinRrWrrrlrvinr llhr rnf/rniro l{i,{ori•rurion knd renurvnr(rr Mhrr al rcr oJlAl ndin lhi+b rd r r r •a R r u rn ,,.Ilr. Hew <{!n{avvmrion, ialudinR nRRruiov /a rrdunnr rAu Amdm. b VS Dryrtmfnr nJ ARrrc'vlmn. C7raran(r U~<rr. STOP 760? n dlmrpnn. D.C. ?0:5a~7601. P4alf f*<I NOT REYURN du /orw le rLil ad4 u Fww d r IA( 4 1 USOA rmu J n r n r P !+/,o Indrpfmbn(r Mrvvr. 5 M'. r . r a ra •~(f only. Ynv arr nm rfge i~/vr•rmiun vnlrv d Jilplvrl a rurvmly •,rf610!!P r onvd numG•n vrd r.. rnl.•~ruf ro rA,l <ullrr uvn of POSFFION6 Form RD 1`)2a~7 fRa.?971 ORJGI ~.? L dORRJ W ER' $ CASE FOLDER RD Instruction 1924-A Exhibit F Fare 1 _:~.'i I~1EfJ'1' BOND KNOW AL•L PERSONS HY TEiESL• PRESENTS: that (Name of Contractor) (Address of Contractor) a , hereinafter called PRINCIPAL and (COrpcn-ation, Partnezship or Individual) hereirwrtor call<_d SURETY, are I:eld and firmly bound unto fAddress of Owner) hereinafter called 047NER and the United States of Far~erica acting through Ruzal Develol:rner.t hereinafter referred to as GOVERNME771', and unto all persons, £iros, and corporations who or which may furnish labor, or who furnish materials to perform as :IescriF.ed under the contrac*_ and to their successors and assigns in the total aggregate penal sum of Dollars (; ) in lawful money of the Cnited States, for the payment or which sum well and truly to be made, we hind ourselves, our heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents. THE CUNDITTON DF THI> OBLIGATION is such that whereas, the PRINCIPAL entered into a certain contract with Cho OWWFR, dated the day of 13 a copy of which is hereto attached and made a part hereof for the ccr.struction of: ;J047, TIIF.REFORE, if the PRINCIPAL shall properly make payment to ali per;cas, firms, and corporations furnishing materials for or performing labor in Che prose<~ution of the tJORK provided for in such contract, and any authorized extension cr modification thereof, including all amounts due for materials, lubrir_an`s, oil, gasoline, coal and coke, repairs er. nachinery;, ecuipmert and 10013, consumed or nsr:d in connection wlth the rarstruction ~£ such WURK, and £or all labor cost incurred in such WORK including that by a SUHCOIJT RACTOR, and t0 any mechanic or materialman Lienholder whether it acquires its Lien by operation of State or Federal law; then this obligation shall be void, otherwise tc remain in full force and effect. (5-12-671 SIECIAL FN RD lnstracCion 197.4-A Ext:i}ait F Paae 2 PROVIDED, Cbat beneficiaries ar claimants hereunder shall be limited to Che SUSCUN'I'i2ACTGRS, and persar.s, fires, and corporations having a direct contract with the FRI1vCTPAL or its SUBCON:"!v?C'%OP.. PROVIDED, F?iR.TtlEii, that the sail SURETY f<~r value received hereby stipulates and agrees that no change, extension of the, al[=ration or addition *_o the terms cf the contract ar to the 4iORiC to be perforried thereunder er the SFECIf'ICR'fIONS accompanying the same shall in any way affect its obligation on this BOND, and in does hereby waive notice of any such change, extension of Lime, alteration or addition to the terms of this contract or Lo the 'u70RK or to the SFECIL•'1~'r.TIGNS. L'ROVIDE, FURTHER, that no suit cr actian shall b© commenced hereunder by any claimant: (a) Unless claimant, other Char, one having a direct contract with the FRSNCII'AL (or m•ith the GOVL•RNMENT in Lhe event tl-:e 60VERN!`EIJT is performing fhe obligations of the i>WRER), shall have given wriCL~n notice to any two of the Following: 'fhe FP.TIJClPRL, the UtJtJER, or the SURETY above named within ninety (96t days after such clairr.ant dial ar Performed the last of the work or labor, or furnished the last of the materials for which said claim is made, stating with substantial accuracy the amount claimed and the name of the party to rrho:n the materials were `_urnished, or for wham the wcrk or labor was den= cr performed. .Such notice shall be served by maiiiny the same by regisCer ;nail or certifi>d mail, pcataye prepaid, in an envelope addressed to the FRTPTCT?AL, GWNE'12, or SUi2ETY, at any place where an office is ceyularly maintained for tl,e transaction of business, c:r served in any manner in which 1=gal process r.~ay be served in the state in which the aforesaid project is located, save that such service aced net }?e made by a public officer. )b) After Che r:xairation of one ;1) year following the daC2 of which PRINCIPAL ceased wcrk on said CGtJTRACT, it beiraJ cn<iFa~stood, however, rl:at if any limitation embodied in the NGNU is prohibited by goy law cortrolliny the constructive hereaf, ..^.uch limitaticn rrdl.l be deemed to be amended so as to be equal to the. minimcm period of limitation per:~~.rtCed by such law. FROVIDEU, FURTHER, that it is -expressly agreed that this BOND .^>hall be deemed amended automatically and immediately, withoaC formal and separate amr-.ndrnents• h~r~ta, upon amendment Lu cbe Contract not increasing the contract price more than 20 cercent, so as to bind the FRINCSFAL and the SURETY Lo the full and faithful performance of the Contract as so amended. The term "Funen:'1menC", wherever used in this 5UND and whether referring to this BUPIll, Che roniract of the loan Documents shall include any alteratlon, additior+., extension or maditiaatic:n of ar.v character wh:asocvcr. FROV 11iE1J, FUR.'HER, Cl,at nU final settlemenC bsa ween the UN'NER or P,G`JERNI4ENT and the CGII'PFACTOR sl',a11 abridge the richt of any beneficiary hereunder, '.v I',nse claim may i.:e unsatisfied. RD Instruction ?929-A Exhibit F Pace 3 1N WTTPIESS THEREOF, this instrument is executed in Counterparts, Number each one of which shall be deemed an orlginal, this the day of ATTEST: Principal iPrincipal) Secretary (SEAL) BY _ {s1 'rritriess as to Y[incipal IAddressy - sir?ty. q~p egg?; BY Witn?ss as to Surety Attorney-in-Fact (Address) {.Address) NOT F.: Date of BOND musC noC he prior to date of Cent ra c[. I€ CONTR.ACTCR is paz[nership, all partners should execute HON D. IMFORT.4NT: Surety companies executine BONUS must api,?ar on the Treasury UeE%artment's rrosC c?.r rent _ist ;^ircular 5'70 as amended) and be authori2ed to *;-.;nsact business in the sta*_e wh-re the project is _ocated. o0a (5-i2-87Y SF'F.CIAL PIJ 1 1 1 RD Ir;sc.*uctinn T92:-A E:>:hibit G Fags 1 PERFORMRNCE BOND FT1U'A ALL PF.RSOWS DY TH F,SF PRF.S ENTS: that {rvame or ~oncraccon (Address or Contractor) a hereinafter called PRINCIPAL, and (Corporation, Partnership, or Individual) (Name of Surety) (Address of Surety) hereinafter called SUitETY, are held and Firmly bound unto (Name of Owner) hereinafter called UWNER, and the United States of America acting through Rural Development herei rafter referred to as the GOVERNMENT in the total aggrzgate penal sum of 6cllars ($ ) in lawful money of the United States, fer the payment of which sum well -and truly to be made, we bind ourselves, rn~r heirs, executors, administrators, successors, and assicns, jointly and szveral]y, firmly 6y these pre:;ents. THF. COWDITIOtJ OF THTS ODLIGATION i.^> such that whereas, the PRINCIPAL entered into a certain contract with the 047F1ER, dated kY,e day of 19 d cnt>y of which is hereto attached and made a part hereof for the construction of: NON, TII F.RF.FORE, if the FR.I ;7CIPAL shall well, truly d:id faithfully pert c+rm its dutir-.s, all the undertakings, cotenants, terms, conditions, and agreements of said contract during the original term thereof, and any extensions thereat which may be gran `_ed by the OWN?R, or GUVERNMENT, with Or without notice to the SURE'1": and during the Guaranty period and i.f tl-,e PRTA7CiFAL shall satisfy RD instrur..t ion 1324-A Exhibit G ?aye 2 all claims and demands lncurred under such contract, :',nd shall =ally indemnify and save harmless the OWNEk and GUVERN[~fEN'? from all costs and dansages which it :nay ,offer by reason of fail•:ire io do so, a:rd shall r=_imburse and repay fire UYJTJER and GO'TEkN:•:ENT all outlay and expense which rho U;JPIER and GOVEctvh;ENT may incur in making good any defaulC, tF;en this obiiga*_ion shall be votd, otherNise to remain in full ford ar:d eftecC. PROVIDcA, FURTHER, that the liability o'f the PRINCI?kL ?.DID SURETY hereunder to the GOVERNMENT shall :;e subject to the same limitations and defera es as mayh2, 1?vailable to then against a claim hereunder by the O'ANSR, provided, howevsr, shat the GOVERNMENT may, at its opCior., perform any obligation-; of the CW:JER '~yui_ed by the =ortract. k'RUVIDED, Fi]RTIICR, that the said SURETY, for valve received hereby, stipulates and 'agrees t}:at no change, extension of tame, alteration or addition to Ute terms c` the ront~act er to WORK to be performed thereunder. nr the S?ECIE'1CP.TIONS accompanying same shall in arty way affect it.s obligation on this 80Ntt, and it does herebywaive notice of any ^,uch chanye, extension of time, alteration os addition Co t're terms of the contract or to the :dOR2C er to tl~,e SYECIE'1CG1'IUNS. Fl{U':'i GED, ?URTIiGR, tt:at it i3 exl:zessly :+greed Lhat the E3UMD shall be ~?e~meil amended autcmaCically and immediately, :.irhout fr.rmal a-id :;2p~~r.rte aior-:ndments h_retn, ~.ipan amendment to tt;e C'onCract not increasing the contract Frice mcrr_ Clan 2~ perr_ent, so as to bind the ?RiVi'IPP.1, ar:d the SURETY to Che fut 1 and fai thfu.l performance of the CCNT?ACT as so amended. The form "Plnendment", wherever used in this POND, and whet!rer refeuiny to this BJ:JU, the Contract or the Scan Documents shall incl:tde any alteration, addition, extension, or modification of any character uhatsoe.~.r. PF.OViC?Ell, FIIR'1'AER, that no final sectlemant. between the OWNAR or GOVERNMENTP and the i'kIPICIPnL shall abridge the sigh*_ of the other beneficiary here!nx#:r, whose claim may be unsatisfied. 'ihe GW17Eli and GOVERN?9~N'1' are the only ber:eficiaries hereunder. 1 1 1 RU Instruction i°24-A Exhibit G Fage 3 IN WITNESS WHERF.QF, this instrument is executed in ^a.~nterparLs, Number each one of which shall t~~e deemed an erigiral, [his the %ay of ATTEST Principal (Frincipal) Secretary (SERE) gY _(s> (Address) Witness as to Principal (Address) 51.rety .~ i.. L...t. Ay Witness as to Surety Attorney-in-['act (Address) IAr;dre°s) ti5-12-87) SPEC; P.L Ptl ~ RD Instruction 1429-A Guide 1, Attachment 5 NCT1C7 nF %i•L'1RG PROJECT D~:~c rip*_i0n: The CNNER has ccnsidered the BTD submitted by you for the above de.^,cribed WORK in respnnse to its Advertisement fcr Girls dated _ _ _, 19 and Information for Bidders. You are hereby notified that your BID has been accepted £or items in the amount of S You are rec;ui:ed by the Information for Bidders to execute the Agreement . and furnish the required Contractor's Performance BUNU, Payment BUND and certificates of insurance within ten S10) calendar Jays from the date of this Notice to you. Tf you fail to execute said Agreement and to furnish said BOWDS within ten ;10) day^, trnm the date of this C+otice, said O'n'NER will be entitled to consider all your right.^, arising cut of the Owner's nrc•_ptar.ce of your ATD as abandoned and as a forfeiture 0f your 9_U 90ND. The CttONER will be entitle) to such other rights as ray be granted by law. You are required to return an acknowledged copy of Lhis P:OTICE OF AWARD to the OWNFR. Dated this day of , 19- G;.rn er By Title ACCE P'1'ANCE OF NOTICE Receipt 0f the above NOTICE OF AW~.RD is hereby acknowledged by - - tnis the day of 19_ _• By Title 000 1/1 17.-16-53} PN fl69 HD Instruction 1929-A c;uide 1, AttachmenC 9 ?:GTICE TO FROCL•ED TO: DATE: _ You are hereby notified to commence i90RK in accordance wi[h *_he Agreement dated 19 on or t:efore 19 _, and you are to complete the VlORK within consrcutive calendar days thereafter. The date of ccmple*_ion of a.ll NURK is eherefore 19 Owner IIy _ Sitle ACCE?TANCE OF ~OTTCF.. Receipt of the above NOTTCF.. TO FRO- CEED is hereby acknowledged by _ This the T9 By Title Employer Identificatior, Number oUo 1~1 un'ISION r l - Gr.NFR.4L R1 ~tuxen~tLNLs SECT ION 1110! 0 - ~L:M;\19R1' ~ tE THE 1G(rl? li PART 1 -GEVER.41. 1.1 GF,KFRAL Contract time shot! contmcncc and Contractor shall start work as specified, except that no work shall be started until required insurance is obtained. Complete wurk un dare as set fordr elicwhcre. Perform work including mechanical and electrical work under one constnrction contract. In addition to all work required, also provide all fastening and cotmections necessmy and adequate to assemble the wurk, whether shown on dre drawings or not. Afro, wheneoer a piece of equipment, an article, or device is referred to in a singular number, such reference applies to as many such items as are indicated and`nr required to complete the work. 1.2 UESCRiPT1Vfi SUMMARY OF TNF_ N,'ORK: A. Contract Documents: Reyuircments of [hr work are ranained in dtc contrnct documents, and include crass- rofercnces ther'eiu to published information, which is not necessarily bound rhera+vith. L3 UH'NER FZ?RNISIILD WORK 1'hc Owner may he furnishing certain items of wurk which arc to he installed under this contract, and may have srparatz contraclurs working on the project at various times for other t}•pzs of work, and full cooperation is expected and required with tltcsc separate contracts. Items un dr;nvings which arc 'NIC' are not to he included in this Contract. Items marked 'OFCI' indicate items 'Uwnrr famished, Cunu-actor installed'. hens marked'OFOI' iudicalc'Ouner firrnixhcd. Owner installed'. !terra nut specifically designated shall he assuntrd to be part of thrs baste contract. L4 C'HANCiF.S IN W'URK Absolutely no field or telephone-urdared changes which irrvohe a change Iu the contract price w•rll be authorized by the Owner er :~rchi[ect unless sprcrfically approvetl m •a•rnmg. The costs of all changes not specifically authorized in writing prior re dre commencement of such work will be bvmr by [he Cnnu'actur. Contractor shall present a documented request (ur such proposed change work wnh a detailed cost breakdown a minimum of 48 hours prior to conlcmplarcd conunencement ofproposcd work. ifs ch,^.nge iu contract price is warranted. I.S AL)L)ITION:41. C'C)URllIK:1T]OK'. I.r41'C1U'1', RESPONSIBILLI"Y Contractor shall, immediately upon rntering the prgjecl site fvr the purpose of beginning +v'ork, ecrify grades, lines, levels and dimensions as indicated on dra•a•ings and report any ertors ar inwncisteucies to Architect before annmencmg work Commctvr will be held responsible for evrrecmess of all wurk. It is Convactur's responsibiliry to be ccnain that equiprnrnl and materials selected by bolt, ur by his subcontractors or material supplierc. aurfurm exactly to reyuirrmcros of the drawings and pru;cct manual Approval of manulacturcr's name by Architect does uel relieve Canmewr ul responsibility fur providing matenals and equipment which corzrply with Contract Uuc•umcm;. Bef2,re ordering any material or doing any work. Conttaclor shall verify' all measurements at the pmjcct and shall he respnttsiblc Ibr the aare~ loess of same. Ho extra charge ur eompeasatioa v:ill be a4to•,ved un acccrurn vt differences between actual dnuensiem and the nrraswrments indicarcd .4ny differences whreh may be found, shall be submitted to the Archdcct before pnx.rrding with the w•nrk. Sit\iN1:4R)' OF THL \k ORK UgIU 01010-I DIV ISION ~ I - t_;FNLK,AI. RFQL'1}tI(lv~9ENTS 16 ALIERN,~TI~'LMFTHOUS;SURRTITU7IONSAAt1)!v1.ATERIALS t It is the Arcfutect's reyuest that items anJ details presented in these Cann'acl Documents be reviewed and criticized h}' the Contractor in explicit Detail anJ alternate utethods of cunswctian, finishing, and specilying be examined and compared w preferred methods and materials, in order to provide a mare economical cos[ to the Ouster. In uTitin(; of this Project Manual, specific materials; articles and methods have been described in order to establish standard of yuality and of effect desireJ. Substinruons may be proposed wherc'or approveJ' clause is in effect but , all substitutions must be approved by:~rhitect by ':\ddendunt' prior to receipt of bids, and Contractor's substitution requests shall he submitted to and received in Archirec[s' otTice, not later than S ealeudar Jays prior to receipt of bids. Rcques[s must he an prupuscr's letirrhead and shall be accompanied by cotnplrtc specs, drawings, samples ' and such other informaliun as Architect may reyuest to prove merit of proposed substitution. Final decisions as to yuality and suitability of proposcJ substitutions will ha solely h}' Architect and will be based an proof submitted. Substitutions proposed by the Commcror may be considerrJ otter contract is signed, if proposed substitution in {udgmcnt of Architect is to Owner's best interest. When Architect approves substitution, it is with the understanding that Contractor guarantees substituted ankle or material to be equal or 6cttcr than the one specifcJ Cott of any . redesigning c;auscd by substitution shall be borne by C:unlracmr. Final decision as to quality amJ suitability of ' proposed subs[itutinn will be solcl}• by Arclritcct. Contractor shall arrange and pay for any tans made to Dclcmtine quality of an itertrisubstitmiou. 1.7 _ COIFS ~U ItFGI:LA 11UN_ S , Comply with applicable laws, codes, statutes, regulations. onimanccs. safety regulations. I'rdcrvl. State, lily and C ounty. as m,ry he fiudtcr referenced in the project manual. Applicable regulations include, but are not limited to, dtc latest adopteJ edition of Utc li,llowine: lntcmatianal Lkiilding. Code ' Intrmat4mal Piro Code L~nifhrm Plumbing Code lntentarional >mehanical Code National Llcctncal Code ' Save of bVashmgton 6afcty Standards for C'onsnaiaiun pracrieeg State of \Nashington Fire Marshall Regulations Washington State Lncrgy Code l!~'nshington State Budding Code l\'asftinglon Stare Vcnlilatian a7d Indoor air Qu;dav Code Appendices C. through F of HI.:D Iwlinimtnn Priepetty titandar's. ~91U_ I Umfinm Federal Accessibility Standards (GFAS1 ' Fair llousmg :lmrndments Act Gtridelinrs 1.$ twIFANS AND MET]IODS OF CONS fRl!CTION ' llnless otherwise expressly provided in the drawings, speeif ca!icm~ <r addenda, mesas anJ methods ~.f c:mslruaian , and safety thereof; shall he the responsibility of the Contractor. , 1.9 UIbIFVS1ONS :1ND M1fEASURE~•tENTS Figured dimensions nn dr.nvings er nNes indicating dinrrnsiens shrill br uecd insteaJ ul measurements ui +hr. draw'lugs by aalc, except +m large scale Drawing,; not dmtensioned Figures rnt drawings, as well ar detail drawings themsch•es. are suLiect in every rase to measurenreuts of adjacent or mcorpomtcd work, AJI such nteasurcmencs necessary shall be made before undertaking mry' work dcpcndent upon such data. t~feasurernrnts and focatian of ail mechanical, elc~.•trica! smi c+th,r nppar~zR;s sha)1 he ebtainrd :rim vzrri.+us subcontreelnrs and they .;hall he petfecdy fined to Ihn u•urk. ' SUA1iltARY OF 111 F. WORK 0til0 01010-2 ' D14'IS[ON #I - GLNLRAL RL-QUIRL~if?Nl'S IJO CUTTING ANU pA'ICHING OF WORK L-xcrpt as specined under Divisimts IS anJ 16 of the project manual, Crnrtracmr shall Je all cueing, fining and patching of work that may he required to make ils several pans tit together properly, using the respective uadc invuHcJ in the basis installation for the accummoJatien of other wades or subconu'aaors reyuirinK penetration, access or other accommodation. Pcrlorm cueing and patching made nece<sary to repair Jcfectivc materials, dcfertivc workmanship, or by neglect uColhcr suhcorornctors to proper!y anticipate their rryvircments. Snvi,tural Work: Do nol cut-anJ-patch stlvcmral work iu a mauncr resuhing in a reduction of load carving capacity or laad~drllrctiun ratio. Submit proposal and reyucst xnJ obtain the Architect's approval before pro: ending with col-anJ-pooh of stmctural work. Opcmtinnal:Safety Limitations'. llo not cut-and-patch oprr.diunal elements and safety components in a mamtet resulting in decrcascJ perforvtnnce, shortened usclul life, or increased maintenance. Submit proposals and reyucsts and obtain the Architect's approvals before pmcceding with cut-and-patch. VisuaVQuality Limitations: Lk+ not cut-and-patch work exposed to view (cztenar and interior) in a manner resulting in nohceablc roduction of visual qualities and similar yualihcs, as lodged by the Architect. Fngaee the original lastallcc'Fabricatar, or (if not availablcj en acccprahle equivalen[ enuty, to cut-and- patch. Limimtion nn Approvals: Architect's approval ro proceed with cueing arrJ patching does nrn waive right to later required removaL'replacrment o1 work found ro br cut-anJ-patched in an unsansfactory manner, as fudged hythe Architect. I_Il SPF.CIrV.\~`ORDS.U[tl1N'1NGti,?.7FTHOC).S. ' ~\'here work 'similar' occurs on drat+~rngs, it shall he used in itg gener<J szuse anJ nut us meaning identical, and all details shall br worked out in relanon to thrrt Iocalion and their cnnneenon ro other park<otthr u•nrk. \S'herz on any dra•.rings. a portion of work is Jrawn out and remainder is iudicatrJ m oudinc. the drawn out pans shall apply oho to other like pottions of the work. R'herc ornament or other drtuil is indicated by sinning only, such Jrttuls shall he cmm~uled tluoughoul the courses or pans in which it occurs and <hall uko apply u? all other similar parts in the wolk unless othcrwtir indicated. phis specilicatien is of Jlc abbreviuled or'streamlined'cype and includes incomplete sentences. Omission of words or phlnses such as 'the Contractor shall', 'in cunfunnily therewith', and 'shall be', 'as notrJ on the drawings', 'a;cerding to the plan:. 'an', 'the', and 'all' are fur bmvil}; however, mnitted words yr pfua,cs shall be supplied by inference in the same manner as they ale when a nu!c' occurs on the rhawiugs W'hcrcvcr the words 'as apprmxd', 'satisfactory'. 'directed', are used, it shall be assumed Ihat the word ':1rc}titctl' follows, such as 'approved b}• the Archttrct'. or 'suhmitted m the .archned'. 7-he word 'provide' means 'furnish anJ install'. 1Vhrrevrr the word; 'shown', 'indicated' or similar words ur phrcrs arc used, it shall he assumed drat the worJs'nn the drawings' follows. I!? RLFLRLNCF.STANnARUS Rrfrroncr> to specific ;randani sprcifirrtiuns including Commercial StaudarJs, Federal Specificahens, a trade .ISSOriauun standard, America^ Sonety of -feting Matenals' IAS1M), and Standard of the Amencana Concrete Instihare (1C'I) shall mean and intend lakes edition of such stanJanis%aperificatious adopted anJ puhlishrd at Jate of recrlpi oC biJs. :III mnterials [~brieanen crcctiun and related work reyutreJ lilt thrs prolcct sfiall comply w•rth these standurJs ~pecificauons which fc nn a pan of this prq~ect manna! as applicable, the same as d fillly set forth Irerem and ;hall have full force and eflect as thoul:h pnntrJ m the pmleet manual. .\lmndacaucrs and tmdcs involved arc. . assumed n> hr latmliar with thew rzywremcntx. Sl?vIA1:~Rti' OF il1F \1'OY.K 0310 01010-± Dl~'1S10N 1~ I - GENERAL RF(?i ~IRFM1IE VTS C'alculatc and measure required danrnsums wiQtin indicated or recognized tolerances. po not scale Drawings to determine dimensions. Advise entities engaged in conswetiou activities of marked lines and levels provided for theu use. As construction prececds, check eenry major element lire line, level and plumb. Site Improveinen(s, 14cate and lay out site improvements, including pavemetus, stakes for grading. fill and topsoil placement, utiliri' slopes and im~er[ elcvatirnu by inswmentatinn and similar apprepriale means. Bolding Lines and i.evels: Locate and lay om batter boards for swcmres, building foundatiars, column grids and locations, floor !evels and control lines and levels reyuired for mechanical and electrical Work. Prior to commencement of sny eanhwurk or other eonswclion activities; stake the four comers of the building and mark the main floor level ul each corner. iitilin' Location~AS-Built: Yruvidc dimensioned As-Built of utility locations; depth and size. Certify that locations an located accuralcly. Provide As-L3uilt drawings and infnnnatirnt fur work in Cin• rights-of-way as reyuired by the City. '-'EVll OF SFCTIC),V (ilOSpxx t 1 (LLD 6NCi1~1E1;kTNG u~10 , U I C1 ~ 0-2 D1V1Si~iN q I - GLNER4L KLQUIlZLt`IkiN fS SEC710N U1300- PRt)JFt-T 1lEETT*IGS 1.1 REL.ATEDDCrCtthIFNTS In addition to requirements in each specification section of the Project Marmal, comply u~ih the following listed herein. Contractor shall aucnd aPre-Construction Conference prior to start of work (time and Iecatien ac directed), to review Contact requircmrnts. 1.3 PROGRESS 1<fEFTINGS During constmction, Contractor's Superintendent, mechanical and electrical subcontracror's foremen (if appropriate) and Arcftitcet shall have on-site coofdination meetings to discuss job progress. 'Chew meetings shall occur Iwice monthly on a mutually agreeable day and time. Contractor shall present an updated project schedule nt each meeting, if schedule has changed. L4 CLOSL•-OUT ~IEL•'TWGS N~Ften work is completed, the Contractor and appropriate suhmntractors shall itutruct Owrtcr's representative in the operation and maintenance of equipment, systems, and items as requested by the Ouvcr. :1t Fast one complete cycle, in each mode, of any cyuipmcnt or s}~tem shall he demonstrated. See other Specification sections for additional cr more stringent inspection requirements. L5 W'ARRAKTY TNSPLCCION The :1rchitect and Contractor shall, eleezn months alter wmi'anty has cormnatccd, participate in a follow-up inspection to deterrninz if any work has failed to perfonu per •.vutrenty. Any work so discovutd shall be correacd by C'untraclor at no cspznse to ihz Owner. "LNU OF SEC7lUN (i1200ss PRO.fEC"1 MFFTfKGS UR 10 O 1Uf1_ I DIVISION sl - GE\F.R.\L RE(111RF~tE\'I'S SECTION 61300 - sualvrrrrAl,s 1.1 DESCRIPTION OF THL' WORK brake wbotittals as specified herein. Comply also with other Division 1 regttircments. Refer to Sections D t SU0 and 01900 for general information regarding project requirements under the Stau Evergreen Sustainable Developmrnt Standard (ESDS). 12 SUMMARY This Section specifies administrative and procedural requirements for submittals required for pafotmatxe of the Wwk, including: .4dministrncivc Submittals. Contractor's progress schedule. Shop Drawings. Samples. Refer to ocher Diviston 1 Searons and other Coasttvctioo Documents for requirements for adminisvative submittals not specified in this section. Various submittal requirements rclamJ w project completion are included in Section 01700 "Project Closeout". 13 ADMINISTRATIVE SUAMITTAI,g Contras requirements for miscellaneous adtuinisuative wbmitcals include the followutg: Owner-Contrasnr A, eemcnt and Assxiatrd Form: As b~undmto and as indicated in the Cons[nxtion Documents. Submit executed copies prior to commencing work Performance BoadrPayment &md: 100% of the commct sum including applicable Washington State Use Tax. Use forms as indicated in [!te Construction Doatments. Cenificate of Insurance: Comply with General Conditions, Artick ll as modified. Submit prior to starting construction. List of Subcontrasors: Names, addresses, and telephone numbers of any suhcontrscmrs being hired under this contract must he submitted to the Architect at the earliest possible date. I a t=0N7_F2AC'POR'S PROGRESS SCHF.DtiI.E der Chart Schedule: Pmparr a twrimntal bar<han npe progress schedule. Comply with requirements of the General Conditions. and with this lesion and [iSDA requirements. Submit within Ito days of the date established for "Commencement of the Work^. Provide a time bar for each siettificant construction activity. Provide a continuous vertical line to identif}~ the lira working day of each week. Cse the some breakdoaT of units of the W'nrk as indicated in the "Schedule of \hrluea", Indicate important "milestones" and events related to completion and t~caupancy of the Work and portions thcrcnl' \1inimum site 11'k 17". Dion-hutiun: lullowutg acceptance of the schedule, disVibute copies to the Archnes, Owner, subcontractors and other panics required to comph• a~th scheduled dates. SUCSMI i'TAI.S 0810 01306-L DIAISI9N ~ 1 - GENERAL }(EQI:IRLSIENTS Schedule Updming: Revise the schedule after each meeting or activity, when revisions have barn recognized or made. Distrihute the updated schedule us above. 15 STIOP UR:\1VINGS. GENERAL Submit shop drawings to the Architect in advance so as :u cause no delay in [he Contractors own work nr in that of any other subcontractor and to afford ample time for consideration, checking, correcting re-checking. Submit number of topics xs determit[ed at Pre-construction Conference. Submit laree, multi-itemed shop drnwings as one print and one my'lar reproducible. Show complete details ofconstruction and methods of instxllxtion including sixes, dimensions, setting numbers, type oC materials, provision fur hudware, accessory items, built-in opining sizes, cutouts, joints, rcyuired blocking, welds, anchorage or other construction and other pertinem items. Verify dimrnsions on job and correlate work with adjoining work. Also include drawings, setting drawings and schedules required for work of various trades. Where work of more [two one subcontractor is involved, submit composite, definitive drawings. Architect will rcttrrf[ shop drawings with reasonable pmmpmas, making delved corrections, including all necessary cotTections relndng to visual effect. Contractor shall check all shop drawings for conformance with Contract Documents, shall verify all field messtuements, shall athx his approval stamp on the drawings and shall mark each drawing as being approved by him, prior to forwarding them to the Architect Contractor shall then submit his checked approved copies directly to the :Architect :lrchi[ect will rrtum to Contractor only one rod-lined shop drnwing which has baba rejected or rammed for revisions. Make additional suhminals as required. Architect's approval of shop drawings or other submittals shall nut relieve Contractor Fmm respotssibiliry for any resulting associated ar related unapproved deviations from the drawings and sptcificatiotts rcquircments, for conforming and correlating sIl d®etssiotts and quantities, fur selecting fabrication processes and technique of consauction, for catrdinating the work of the rades, and for performing the work in a safe and satisfactory manner. No shop drawings shall be distributed for Odd use without the Architect's and Contractor's approved stamps thereon. 1.6 SHOP DE(AWIN~iS. ADDI'fIONAI, SPECIAL RE(?UJRFMENTS For east-in-place concrete work and far unit masunn work, reinforcement shop drawings shall be in auord with ACI 315. Drawings shall be caroplete for a specific area oCswcturc at the time they are submitted. lncludc placement of dowels, clips, anchors, and other insertstacctssarics cast into mrntbers. Poi architectural aoodwurk, include profiles of mnldines, trim, dcwils of joints, elc, Famish drawings ns required by fabricators ISthricating materials to hi installed. Por door and dear tramework, properly coordinate work with supplier of finish hanlware. Templates shall be furnished by hardware supplier to Ctmtrnctor for ttsc in preparation of shop drawings and for proper preparation sod reittlorcrment of dears and frames to reeen•e t>3rdu•a-r. for Division u10 work; show products, dunrnsion~, and other accessories. Prior [o Iramin~ stud w;tlls and; or preparing openings for recessed products, submit complete rough-in drxwingsrshow drawings shooing rryuircments for blocking- xchorge support, other pertineo[ items required for installation of products. t SHOP DRAN'iNGS: PR()DC:CI' I-lTERA('l.'RE RFQIi[RED Shop drawings and product literature shall be submitted fur at Ienst the following mntcrinls and equipment (submit for other items as requested or necessary): Site Utility Items, including piplag, lettings, gaskots, sewer structures, merit items, valves, fire hydrants, etc. S([R NI l I TALS 0810 01300.2 DIVISIVV #1 - GEVLfLa1 kE~QI'IftFLfENTS Asphalt Paving and Rase Specification Chain Linlt Fencing and Gates irrigation System, including layout drawing, sprittldcr heads, piping and accessories Plant Material listing, including size Elydroseeding Mix Design Reinforcing Steel Concrete Mix Designs Metal Fabrications Fabricated Wood Floor Joists Manufactured Wood Plate Trusses Exterior and Interior Millwork, including fascia, trim shapes, moldings, soffit panels, etc. Vapor Barriers and Building Wrap lnsula[ion Roofing Materials and Fleshings Ccmentitious Siding Gutters and Downspouts Doors and Frames Windows Finish Hardware Resilient Flooring Carpeting and Pad Paining Materials All Division 10 Specialties Items Appliances Cabinetry and Counertops Window Blinds All Mechanical Fyuipment, including ductwork. plumbing fixtures, piping, ttc. All Electrical )equipment and Fixtures, including lights, fans, service equipmenr, panels, etc. I.8 SAMPLES Provide samples listed below, before ordering rnatcrials. Also provide samples as called for elsewhere in this Project Manual or as requested by the Architect. Orders shall not be placed before samples are approved. Should the Owner reject paint ur stain samples for any reason, including a change of color, nee sarttples shall be submitted 12" x 12" samples of each point color and tree Satnple of each stain color on cash wood species specified [o receive stater. including finish varnish coat I ?" x 12" sample of all fmish floor materials Cabinet door eolur choices Countertop plastic laminate choices 1.9 SUBMCI`iAL REVIEW TI~IFFRAMFS Contractor shall allow a minimtnt of two (2) weeks for review of shop drawings and submittals, except that a minimum ul'three {3) weeks shall be allowed for submiUal invulvin~ xlcction of finishesrcnlors that require Owner approval. Architect will endeavor to expedite the review of shop drawings and submittals. "E\D OF SECT1O~10130U"• SUBMITTALS 0810 01300-3 llIVISION Itl -GENERAL kEtjL:I1tLMLNTS SECTION 01400 - QUALITY CONTROL P,41t'f 1 -GENERAL l.I COORDINATION Coordinate various elements of the work and entities engaged to perform the work. Conduct prugmss and coordination meetings as necessary, attended by a representative of each primary en[ity engaged. 1.2 SAl'E'IY Accident prevention is a prime requisite of this contract and the provisions of all applicable Federal, State and Local safety regularioms shall be met. 1.3 FINAL ACCEPT.4NC'L 7hc final acceptaucz of all materials and equipment as a par of the work shall be made by the Architect as part of the Final inspection and Acccntnnce. IA ACCEPTANCE Of NON_CQNFORMRJG WORK I f the Owner decides to aceept defective or non-contbnning work, hr may do so in hen of requiring its removal and correction, in whtch cast the rnnrract price will he adjusizd to rrOccl an appropriate reduction thzrefore, or if the amount is detznnincd elite firm payment, it shall be paid by the Contractor. PART2-YRODUCTS 2.1 GENL•RAL Unless specifically excepted, all products and materials tested .hall he token Crum suxkpiles proposed for use on this pmjec[, Smndard products of manufacmtre taken from a producnon line shall be considered to meet this rcyvirement. 2.2 MATERIAL S I_'UKAC;E AND CONTROL Materials which are subject to quahty controlled products, shall be stored and controlled During delivery and at the job site in such a manner as to ensure the preservation of their quality and fitness for the work. Storage methocLs shall he npprnpnate rile the particular material. \Yhen dmcetcd by the. Architect, materials shall be placid on wood plallbrzas or other hard, clean surlaces and not on the ground. Place under cover when required. Stored materials shall be placed and located so as w facilita[e prompt inspection. PART 3 - EXfiCU'IION 3.1 INSI'C•C'[7ON The Commctor's workmanship, equipment, unJ mmcrials srdl hr pzriudically reviewed by the Architect to determine if the murk m general cen(ormrs lu the Com reel nocnments. 1 he presence or absrnec of the Architcet, ur the pzrfurmunce or non-performance of the Architect..hall nut relieve the Contractor from any requnements nl'the Contract. 3.2 CONSTRLiCTIONUBSERV:ITIGN fhe Architect shall be a representative of the Owner during the Conswcuun Phase, and shall advise and consult with the Owner- InsWctinns to the Contractor shall he fimrardzd lhrruugh thz Architect. the Architect shall have authority lu act nn behalf o(rhr Owner only to the extzm pro<rdrd m the Contract !)ucuments. r;,>LIAL17l' C ONTROI DR 10 t~ I auu. I INV1S1ON r; I - GLNER:IL kL(?UIRGI`1FNTS fhc Architect shall visit We site at intervals appropriate to the state of wnstnretiun or as otherwise agreed by the Architect in wTiling to become generally famihar a~uh the progress and quality uC the \>r'ak and to deicnnine, in general, if dtc Work is proceeding in accordance whrh the Contract Doarmeuts. On the basis of such nn-site obsen•ations as an architect, the Architect shall keep the Owtrer inli?rmed of the progress and quality of the Work, ' and shall endeavor to gusrd the Uwner against defects and deficiencies in the 1Vork of the Ceutractur. The Arclritccl shall not have conttel or charge of and shall not be responsible fur constnrctiun means, methods, tcchniyues, sequences ur procedures. ur for safety precautions artd programs in cermection uiih the \Vark, inr the acts or omissions of Ihu Contractor, Subconh~ac[i?rs, or any other pursons performing anc n(tl;c Work, ur fbr the failure of any of them to carn• nut the \Vurk in accordance with the Contract Documents. ' The Architect shall at all times have access to the Work wherever it is in preparation or progress 3.3 Ci)NTRAC:TOR COOPERA'17ON 'llrc Conn'actor shall fitmish promptly and w•ithoul additional charge, al! facilities, labor and material reasonably ~ needed for perfurmng inspections a5 maybe requested by Architect, ' 3.4 OBSERVING COMPLLT'E WORK Should rt be considered necessary by the Archirt~cr at am lime irefrre acceptance of du entire ~.t~+~rk, to make an , examination of any part of the work already completed by removing or tearing out the •.vork, Ore Contractor shalt. upon request, promptly funush all necessary facilities, labor and material. ICsuch work rs fuuud to he defective ur non-conforming due to the fiul[ of the Conn'ac[or ur hi: subcuutractors, the C'untracmr shall dcLay all expenses of such examination. and shall repair or replace the Murk as require) by Ihc :ltchilccl. I I, hoevever, such work is fmmd ' to meet the requirewcnts of the Contract, an equitable adjusnneut will be made in Ihc Contract price to compensate the Conaasnr for additional services imol~ed in such examiu'rtion and reumsuuction ind if completion of the Fork has been delayed thatch}. [he Cuntracrer shall, in addilivn b~ granted a suitabl ext~usiun of time. Thz ' :1rclntcct'sjudgmen[ cuncennng the cyuitable ~diustrncnts and r:mc c xlen,i:nn .hall he << ~rhri~ e. 3.5 NQN•CONT Ult-\91NG \VORK The Cont ac h ll i h ' r tor s a , w thout c arge, replace any material ur curTCCt an} v;urkmarrshil? fcm?d by the Archite; t to nut conform to the Contract requirements. The Cuntrartnr shall promptly sc,grcgatc and Icmovc rejected material or eyuipmem frorn tl?c premises. ' ,.6 F.~V1.[:Rl; fUCORRECT NUN-C(iNFORIy11NG WORK If the Contractor does out promptly replace rejected mffierials ur con~ect rejected worknr<m,hip. the U•,~~urr I, i l mFry.. 1 ' ?y Cena~lct ur otherwise, replace such material nr cotrcut such wurktuan hip and charge Ihc cost thereof to the Contractor, ur 1,21 may terminate the Cuntract+,r'c right to continue work in acconiancr with the Contract llocuments- 3.7 1 RE-INSPEC I'lON ' The Contractor shall have his :wit personnel pre-utgh~ct, v: beer p~~ vblc, ull items rrquuine insf rcuc.n. la imurc that work is 5nishcd in 1 ready fur inspection by the Architect. Th.. Car.lr?etor shall nohh the Architect v:hen xuch , .~•urk is ready tut in.:p~.rticu. 1 r!U:11.IT1' CUNIRUL 0510 U 1400-' f)1~'iSR~Nt.I CiFV{:RALRLQUIkLivfFNTS 3.8 tiytiT[\1 ;1VD FQI:IYI~1FX'i TL-9l S The Owner and the architect shall have the right to wnness all Convector performed tests of systems or equipment. The Architect shall also have the rieht to approve all tests, including test procedures and candi[ions, to assure compliance with the Contract requirements. The Contractor shall notify the Architect uNicicntly in advance of hme when tests to demonsn'ate conformance with Contract requirements are to be perfarntcd that the .4rchitec~s observations durntg such [errs sha11 not reliere rbe Contraclcv from completing the work in accordance with [he requirements of dte Conu•act Documents. 3.9 __~LlRLD7LSTSANiISPFCIALINSPECTIONS AI the Contractor's expense, tests and special inspections shall be performed as nyuircd in the technical specifications ~'FND ~ tF SECTION 0140(7*'r QIJALfI'Y CON7ILOL U81 U U 1-100- (N\'ISION+:I -GL1FRAt. REOUIKL\)L•NTS SECTIOjV 019UU- TLMPORAR}' 5ERVICE~,,I~AC'ILI7IFS AND ~ 7N ROLS 1J GFVFR4L Visit site to determi~ s•hnt measures will hns•e lu be rnken to provide for elecuiciry•, water and temporary heat fcx construction work. Contracror shall provide all nreessary• hear, electricity!elecmical power, watts, telephone, wrong and other utilities fur construction purposes, including metering for the ramie c. nxtntction period, anti final accepWncc of project, and shnll pny nil costs fur providing and metering the utilities mid heat. (Remove services nn err before pmjecl completion as directed-) CunUUCtor, at his own expense, shall make necessary camections to nearest available srnir, and disconnect same when through. Contractor nwy wtmret to Owner's utiliuc; d acceptable to Owner and rf su. thrn cast o(gas, water, end electricity used during construction period will be paid Cor by the Contractor per his separme agreement with the Owner. For water, hook up only in an approved manner to avoid cenmmination ol'the domestic systrnn. !f Contrector connects to Owner's wilities, take cart to cause tier mteruption of tniliry services fur Owner's facrliUex, even temporary, rtnkss Owner's prior pertnresion hoc been oblaitud for such intcrrvption. Contractor shall be responsible fire nerd correct damage to Owners fxilitics caused at a result of "Tcmpornry Services, Facilities & Controls" reyurrcrrtcnts apcdGed under dos Sccnnn 'ihc Contractor will not br pcmtittcd to impost nay type of utility nr temporary bent Innd which in the opinion of the Ossncr, affecn the nperathm of any of the existing systems. Contact uhhty has~ng >cnrcc junsdic6on err rmcc of bcginnmg conctnxhon and pny all firs and tmake oil Icgal anangemrntz necessary fur construction services us applicable. :\t tier additional cost to Owner, disconnect and remove temporary services, nn or brforc project completion. 1.2 .4A1)TT10~iA1. RF.QUIR~MEN_1'S Make anangerrrents aa1 matasary wnneenons fire water. elatrrciry and office utiliucs necusary for conawction purpoxs by employing electrical and rrtechamul aubcantracton retained for permanent system. Provide, rnaintem and npcrotc m safe manner the temporary w~nng xystom; conform to requirements of LoeaUSlate and Federal safety codes and regulauuns. Provde heating and maintain pmtections (as required for prolecliun of work from dampness and cold, and for proper drying of all material rnstnllationsi from lseginnmg of wxrrk until final aaeptancc of project Coutrartor shall be responsible for and conrct till damage due to heating mcdtudz'uperatioru cauud by himself. his workmen, biz subcontroctnrs. 1.3 PROJLC7-SIGN Provide prgecl sign, install whirr directed. Sign shall be 4' t 8' A•B nr AIDO eztcrior plywood with edge tom. painted both sides. Painted lettering shall be applied to erne side, design as ducted by USDA Rural [~eelopmcnt. Construct the .+ign of .13" estrnur, -\-R nr medium density oorrluy grade pl)^wM~d with Game, posts, and hnrces to resist wind. Paint the sicn backgrounds and all other surfaces with tsao 12) coats of cxtenar nT.c alkyd point aver a suitable primer with lettering applied by a professional sign paurtrr. Sign slsall he erected on the site w ohm ten (I O( calendar der} ~ after Date of "notice to Proceed". Sign will ranam pmpcny of dre Contractor and shall be remmrd upem completion of the work. There ;hall he no other sign or advrrnxements of any nnmre erected un ihc site. TF1v1POR:\Rl' SF.RV'ICES, fACILI'f1F.S ANi) COVTRULS OS 10 019 rxj_ 1 (ll\'I~bJN -1 - GFVt F_4L RFQt'IRF\ILNIS 1.4 I t H I I~ I ti ANL> URINR INt i l1',1TFR 1'hc site of work shalt be provided wtth toilct(a) kept m a sanitary condition in attordance with LocaL~Stute.'Federal r owlarions. Urirrking water slr:tll be pmvidcd from a proven safe source, for all these connected with the work. toilets arc to be of the chemical type or connected to a sanitary sewn. Remove when directed and disinfect the premises. L5 STgkA(;E .4ND IJSL: OF PREh11SE5r51TE C.onfinc operations and storage to only [he work areas and as agreed with the Owner I.ay out, carry work on so as nut to encumber adjacent streets without Ciry approval. Keep work and storage arras clean and orderly at all tunes. Should it be necessary st any time to move rmtcrials, Contractor xhall move same at hta expense. Con[rnetor is responsible ter damage to existing property including huilding, paving, all other site improvements, shrubs, Irces, nod roads, .cidewniks occasioned by this constntclion. At completion of ell work, rcstorei[emm prrmscs/cxisting facilities to their original condition as they were at start of job, thus replacing darnnged property as required, except as specifically noted otherwise on drawings and'or specifications. 1.6 I;pkRICADFS ?u~1ZPFrIFSTk147~ PRtITTC'l1CtV Lrect bamcadcs and pcdestnnn prutcction bamers as rcquve.d by Fcdeml State and Locol lows and mgttlauons, and ns uecessnry to protect the gentnd public fiom injury, and propery from damage Corndinete fully with the appropriate nuthonties and secure ell approvals pour to sorting work. 17 CYtKTR:y(TC,k'S}IELDCtFFICE Provide at ell wines. Locate ou pngect sue where approved. When direned, remove office from site. 1.8 I'ELF.P}10NL Provide in C'untrectnr's field uffcc building, anon-coin Ieleplwnc cnnnecmd lu nearest city exchange. Install immcdintcly after work is started; mainrain until (all completion oC project of until field office bolding is removed from site at Owner's direction. Pny for installation, maintenance and toll charges. '*FND ul 56CTIOK 01 Stiu• 7 LhIPORARI' Sl:kVICES. FACII I I II:S AND C'C)N I HULS U81U OI i(Nl-2 m in N JF~ :-] ~ ^ T ~7 tJ L O ~ OC'.1 d " y n..a a O ss. cr"i ~ . . ~ 1~~~~JJJ1 . 1____ ~ k 1 W 1 1 1 mod.. ~ 1 1 1 m m X 1 i r ~ W 3 p ~ 1 1 +_+ t 4 1 11 n 1 1 mo ~ . i 1 ~ I 1 ~`o m ~ ~' . 1 ~ ! i 1-~'l1--~1 1'--II' -1 V~-. O ~ ~ !1 I 1 1 1 1 I t 1 1 11 I ~ 0 (n ~ 1 1 1 1 I I' 1 1 11 1 ~ . 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DI\7SIOV a I - GLNliIL~1L KEr1CIKEMENTS PART I -i;L;~'LILAL l l PRi~LU!iTf)fLIVLI:}'.tiIt~KAGE:~NIrII.ANDLING Deliver productx healing manufacnirer's name, brand, with labels intact and legible, seals unbroken. If products arc usually packaged for delivery by mar:ufaclnrcr, then deliver in original, unopened, undamaged packaging. wntainers. :11so deliver fire-rated products bearing testing agency label and required fire classification numbers. Handlc'transport products with care to prevent soiling, other physical Jamagc. Protect from weather of all types, block up ut'I ground, pad, cover as rcyuired. Store eyuipmcnt in dry, well vennlated locations, so as to keep clean, Crce Gum damage, deterioration due to weather, moisture, or tbreign materials. Completely cover and protect products until they are incorporated into project. Covering frn' materials Bused, shall hr of a non-stammg type. If coven or enclosures arc used, allow air to circulate around pn:ducts; coke care not to create hwnidity chamber. Replace damaged or marred products ««FND OF SCCTION 01600•' PKt iDUCI'S 01310 ll l h00- I ' DIVISION ~1 - l_iLNLf(4L KE(~UIREMLN7S ' SECT lON bI'0u - PKUJECT CLOSEOUT ' PART 1 • GEl\ERA[- I.I SCOPE ' This Section applies primarily to the completion and acceptance of the actual physical work, and not to such administrative iteau as final payment, iasumnce changeover, etc. Refer to Divisions 15 and I( for any spcciol closeout requiremcros on mechanical and electrical work. Also, spceific rtquircmcnts in other Sections shall take t precedence over general requirements of this Section. I.2 MAIN'CLNANCE MANUALS AND INSTRUC710NS ' 1 umish operating manuals;iuswctiuns, maintenance manuals%instructions (three copies each) for items listed bcluw• and instruct Owners represemativc in operation and maintenance o(equiptnenUsyslcrosritems through one complete ;yclc in presence of Ow'ner's and Architcet's representative. Each mmtual shall bear name, address and telephone ' numher of mmurfaeh«eis roprcsentative and installer in project area. Place copies into three separate 8" x I I" sae loose leaf three-ring binders. ' Information canainzd in manuals shall include wananty guarantee frnnrs, operating inswctions, manufacturer's recommendations far care, cleaning and maintenance including type of Geyucncy of care, cleaning, maintenance and lists. Data in manuals shall bz neat, clean and readable copies Provide ntaintenauce and operation manuals for the following: Architectural: All specialized cyuipmenr hardware, keying numbers and specifications; special doors, Ilnorinc_: in<ulatiun. Mech:mical I fat u~„ter [antis; plmubing fixtures; other mechanical items reyuiring regular maintenance. Ele:.[n,-al !,II clr~tiical pancts, panel cchcdules, main breakers; lighting fixtures; electric heating equipment r, n;l . , n~. rrz~1;. 3 I(LI'L -~[_I MINI ~1 ~1NTFNA\CE t`1A'I LKIALS Deliser uin[rnals as specified in various Sections of the Project Manual. Store where directed and obtnm vvnllcn receipt wfirn delivered to pwner. l.4 YKOJECI KEC(iRn+AS-HUILTDRAWINGS As jab progresses, Contractor, lvlechanicsl and Electrical Subcat«acturs for their appropnate work shall keep at project site an acan'ately marked job set of Crnmact Documents showing all changes and deviauotts from original drawings. These shall br available m ;architect. (Note: T'hts shall not be construed as authonzatiun to make changes in work or layout wuhout defines instructimts in each case.) Re sure that accumtt measurements fur all covered up, entbedderl wtd:or underground mechanical and electrical ser•ices;uhhues ns actually installed as referenced by Jnnrnstens and elevations to the buddrrtg arc kept. l.'pon completion of pro)cct and before Inal pavntent, electrcal and mechanical subcontractors shall transfer all changes and deviations indicated on Ihrir project sets to a pennuncnl as-built rcproductble septa transparency. (:hanger and infouuatiun shall be neatly and clearly drawn and described and shown trc•hnicully correct. ;111 costs associated with the as-hunt dmvcings, ntch«iing Ihz sepia transparencres s?roll be borne by the Convactut. 'fhe Anhitcct and his ronsuha«[s wdl make their original tracings available to the Contractor for production of sepias. Contractor shall then forward to Ardtitcct the complete new set of Conuucl Documents courting all wm'k including his changes under the contract, showing all above mfurmmtun. chances and deviauvns fi'um die original drawings Progress paymrnU to the Conlmctur will not hz processed until the .4nhitccl verifies that all "as•built" infonnatiun fur the imolvcd work to date, has been properly recorded on the field reconl prints. PROJLC'1' CLOSEUUC UBIU ~I?UU-I DI\'151UN +~ 1 - GGNE1L41. REt;~UIRLiv91=VTS I.5 SPECtALCLL'AN-UF' Eor entire project work, Contractor shall do the following clean-up and mainlaih in clean state until Owtter occupancy: 1 Remove stains from glass; wash, polish same, inside and outside. Exercise care not to swatch glass. Replace broken glass. 2. Remove marks, shins, finge~trints, Just, dirt from painted and decorated work. 3. Clean, polish hardware for all trades; this shall include removad of stains; dust, dirt, paint and the like. 4. Remove xpots, ;oil, paim f}om the work and tmrrurs; wash same. ~. Clean fxlures, sheh•es; casework, furnishing, heaters, equipment; remove stains, paint, dirt, dull. G. Remove temporary flour protections; clean finish 17oors and Iluur coverings. 7. Clean eskrior, interior metal surfaces, including door., and windows of oil, stains, dust, dirt, paint and the like. Polish, Iravc without lingennarks, other blemishes. 8. Remove Cmm site all crates, packing materials, etc. 9. Vacuum clean interior of hnilding, including heaters. IU. Clean lighting fixn+res, including bush lenses and exposed surfaces. 1 !. Clean entire roof areas of dchri<. 12. Clean mechanical rooms and pipe chases of debris. 1.6 CERI IFICATE UP OCCIA'A7;C'Y Before final payment, Contractor shall furnish to Architect for transmittal to Owmer, "A Certificate of Occupancy" issued by a duly autltotizcd nfficiaL 1.7 OTHER REC)U11iLRtF.NTS Prcn~de all other items required to complete Conn'acr Document obligations. •'LVD Of SGC I It)V (i~ ;'ti!la U81U PROJECT CLOSEOUT O 1700-2 DIVKION r; I -GENERAL REOL'i1zFt`~LEKTS SEC"PION OIR00 - SUSTALNABLE DL•SIGN REQUIREMENTS 1'AlYf I-GENERAL, This Seciion includes a lint of required sustainable zlcrnents include) in the design of dx project. Sustainable zlemznls listed below are the elemznts in this project selected from criteria comained in the State Evergreen Sustainable Developmem Standard (ESD51. Sustainable elements arc numbered according to their dcsignatien ¢t the project's Evrrerccn Projccl Plan. This Section pret~dcs gcncml infonnotien ro assist (hc Contractor, Subcontractors, Suppliers and others in understanding and achieving the reymrements o(the Evergreen Sustainable Dcvclopmem Standard. InfotmaGon contained in this Section may not beall-inclusive and shall not supersede requirements mmnined elsewhere in the Contract Documents. Attention is directed to the below'-referenced Spccilication Sections and llrawines for requirements for the Work rclatcd « r the sustautable zlements rcyuircd for the project. the work required listed below is only a brief s~nepsis o(censuvenon, materials and equipment Refer to the entire Project Manual and all Llmwings fur detailed project requirements. 1.2 SCSTAIN.AI3LE ELEMENTS SPL-CIFICA 170N & DR.A1~'TNG R[PLRLNCE AND \VORK RF.OUfRED SUSTAIN.AfiLE ELEMENT DK.4 W'IN(i WORK REOUIRF.D REFERENCE Catzeorv I -Integrated Desicn Process Catecorv 2 - Snc Location and leiuhborboud Fabric 2-2 Smart Sile Location. No work rcnuin:d _-• •• ~~., ~ ~.~b,~~,.~~„v~,~~, u,.vv, urue~mgs ~.ancrctc ~taewatKS as snowm Comtecliuns to Neighborhood AC101, ACSUI and _ Civtl Eng llrawings 2-10 Transportation Choices N;A No wm'k required Cateeon• 3 - Sitc Improvemznts 3-) L•nvironmcntal Remediatien NIA i No Wcrrk Keywred SUS'f.A1N.4[31.E DESIGN REQL'1}iL-h1ENTS URIU UIS00-1 D1VISIC)N YI - t;ENI'RAI. REt;>L9RLMFNTS ~ SPEC SECTION & SUSTAIN:IRLE ELEMENT DR~LITNG Vl'ORK REOiTIREll REFERENCE 3-2 Erosion and Scdimenrhtion Control llraw•irgs C:1 @resinn and Sedimentation Convol to Showv 3-0 Sudact: Water Management Civil L=ngineerurg _ Surface Drainage and Urainzge Drawings Stncmres as Shnwm 3-S Stotm Drain labels 04900 Stencil Paint Dmin Ltlets per Detail Category 4 -1\ra[er Conservation ~ 4-I Water-ConservingApplinnces and Fixtures, M1landatory )5000 I 1.6epf'foilets,l,75gpm -~ Showefieads, L5 gpm K itchrn Faucets, LU gpm Bath faucets -0-2 Water-Consen ing Appliances 14000 I.7S gpm Show•efieads, L5 epr•~ and Fixtures, OE,tinnal Kitchen Faucets. ].U gpm Bath i Yauccts Catecorv S - F.nerpy Elliciencv >-I FfTiciem Energy Ilse 06120, 07200, 08200, Construct Exterior Envelope us 08500, \•'arinus Shown and Specified llraw~ngs .S-3 Energy Star Appliances 11900 EncrLry~ Star ltehigcrntors and dishwashers S-S LCficicnt Lighting, Common Area; 16000, Uraw9ng E201 Energy Star and high-L•CTicacy and Exterior C'ommumry Building Lighting and Exterior Lighting S-6 lndividual Electric \lctcrs for 16600, DrawinK F.101 lndividual Electric M14eter for Each _ LivinS L:nits Living Unit 5• I 1 Domestic 1Vater Heating 15000 High-Effiricncy F.lecu'ic Wrucr - _ _ Ileatcrs C'atceon 6 -Materials 1Srncficial to dtc Envirotmrenl (r-I ConSmrclion W'asre Management OI'JOD Construction Waste W Landfill Less Than oue (I) Pounds per Heated S.1C. ti-3 Certified. Salvagrd and Engineered q'oed 06100, 06120, 0620Q Dollar Value of Engineered Ubud 11'150 Products (OSR, Trvsscs, }gv.vood ~\'cb Joists, MUP l'rims, Smart- "Trim. Particlrboan9) t`~lore than SO4o uf'I'nml Dollar Value of All 1\`ood Products; Convector to ' Provide Written Calculation - - Ueuurnurating Compliance C'alccon` 7 - Hcalthv Living L-m~immnent ~-~ 7-1 Low:%No VOC Paint end Primer 09900 lrtterior Paints and Primers to _ A'leet \'OC Limirs Specified ~ 7-2 l.nwiNo VOC Adhesives artd Sealants 06100, 06200, 07900. Interim Adhesives andand Se~hrrt ro 11950 \9ect VUC Limirs Specified 7-3 Fm-rnaldehydo-Free Composite \Vood 06200. 08200, I I'J5D Interior Qimlx+site 1\'oc~d to be Prcc of Fortnaldchyde (Products _ Rearing APA Sramp Exempted) SL'SLAI\,1RLE llL-SIGN RL•r )CIKENIF.NTS D810 i)1ROU-, Lt1\'IS1U1; _, I ~ (;f~LRAL P,1=1)L'IR1~-Mf\'!-S St;S'FAINABLP C•LE.'~fEN'f llKAW11~Ci N_OItK RL( L!11t1:D RF.FFRFNCF r-y water Heaters. Moro 1't'evenuon ISUUU Flux Dratru in b\'atcr Heater Rooms 7.11 Cold Water and Ilut Water Pipc Insulation 15000 Insulation on All Cold Water and lint Rater Pipzs 7-12 Materials in Wet Areas, Surfaces 03300, U~65U, Bathrooms, Kitchens and Entrv_ llrawings A401, .4405 Areas to ha~~e Sheet Vinyl as Scheduled 7-I3 Materials in \Vet Areas, Tub rand Shower 15000 One Piccc Fiberglass Shower and E:nclasures T'ub%Shower [nclosures 7-14 Concrete Slabs, Vapor Barrier 07150, llraw•utg A301 Vapor Barrier Below• Alf Lnerior Concrete Slabs 7-I R Water Drainage 073([0, 07631, 07600, Roof F.aves ro have Guttzrs and Civil 1)nwings, L)uwnspouu •.vdh Splashblocks ~,r .4S 103, _4301, Various Connccrirnt to l'ndzrground Drain Other Spec Sections Piping as Shown. Roofing Joint, and Drawings :md Pwctratinn: Flashed, boor and Window Openings flashed, h1ctnl Flashing at Patios and Enu'ies, Grades Slnpcd Away __ from Buildings 7.20 Clothes Dryer Gxhaust ISUUO Rigtd `1ztal Duct frmn IJn•crs to t '.rlcgon~,~' Vn+^rauuns_,my ".luintcnmxe a-~ vccupunrs Manual IV+A No Work Required ft-3 llrnueoo:uer and \cw Rccide.nr Oriem,diou I N~:A Nu i\'urk Rcuvired '"LNll OF SECTION 01800"" SIJSTAiN,4BLL DESIGN RH)UlRLh1FKTS 0810 oI8U0 DI\'1S1UN sl - GFNFR,\I_ RLOUIRF\tEN IS SECTION 01900-CUNS']'RUCTION WASTE MANAGEMENT PARTI-GENER4L I.I GENF~.4~ '[he Contrnctor shall perform the Construction Waste Management flan set forth m thu Secuon. The Constructtoa Vdas(e Mnnngemem is u rcyuiremcnt for this project undo Ctimrion G-I of the N'ashmgton State Evergreen Susrainahle Dcvclopment Smndnrd. All Subconlraclurs shell fully pnrtitapate in the Plan as required to meet the rcquiremrnts set forth herein. 1.2 CONSTRUC[lUN WASTE MANAGEb1F.?IC PLAN The Consuuction \b'astc Managcmenl Plan consists of recycling n! all corrugated cardhom J, wuuJ and ntetnl wuxlc PART 2 - I'ROUCCTS Nut Applicable PART 3 FXF.CL7IUN 3.1 .4..kNLRAL Perform the three corttponcnts of the Cursstrixtx+n 11'mte Msnagemrnt Plan to a'ph tfied hrlmv. 3.2 RECYCLE ALL CORRUGATED CARDAOARD, \VUUD. AND MFTAI. W'AST~ All corrugated cardboard hmught to the site shall be recyc{ed. The Contractor ahnll immediately upon the smrt of comltuclion place s well tnarkcd recrplacle for all corrugated cardboard. the Contractor shall instruct all wt,rkerx. Subcontractors and Supplirrs to place all corrugated cardboard waste in the rrccptaclc Tlx l'nntractor shall to responsible for inwring compliance wuh this requirement All ntnten;tls shall be haulcJ lu ur picked up by an established recycling company or govemmenlal recycling thcility. The Conructor shall keep a chronological lug of all hauls and pick-ups, indicu0ng date and recycling eompanyifw:ilily and lecahon. The Contractor shall submit the lug to the Ouner at Substantial Completion uC the project. CUNSIRUCTION WASTE 4t:1NAGFA1LVf 0810 01900.1 DI\'Itil(tN =? • SITE W'ORI~ SECTION 02100 - DE\9OLITION+CLF.ARING PARTI-GENERAL I I DESCRIPTION OF W'oRl: Perform demolition and clearing as shown in the drawings and specified herein. Comply also with Division nl requircmenu. Refer to Sactiuns 01800 end 01900 for general information regarding project requirements under the State Evetgrcen Sustainable Development Standard (ESDS). PART2-PRODUCTS Not Applicable PART 3 • EXEC '1~1 ION 3.1 JOB CONll1TIONS Existing site is to be cleared of organic material, plants sad plan[ ground cover unclosed within the limits of project area as required to cony out the scope and extent of the work. Exercise extreme caution in clearing operations to avoid dnmaee co existing strucwresJma[erials, vets, utility sen•ices (both above gmund and underground). and those portions of adjacent property and improvements on adjacrm property, and other undisturbed areas on project site which are to remain. Provide barricades, coverings, or other rapes of protection necessary to prevent damage. Restore all above items damaged by this work to their original conditions. u acceptable w Uwner or other parties or authorities having jurisdiction. If dlrccted, Contractor shall pay for damage to existing vets, buildings, utilities, pavement and curbs, in lieu of restoration. 3.2 DISPOSAL, OF CLE~U. GRUBBED. STRIPPED MATERIALS Bta}vtg of mWCrials is not allowed, Remove from project site. Dispose of legally, off Owner's property. PresYnt spillage during hauling. Also comply with Cih•, County, and State of Washington regulations as pertaining to removal and transporting of materials. 3.3 KL'PEIt,ENCE POINTS Carefully maintain benchmarks, manumcnts, and other rcFercnce points. If disturlxd er destroyed, replacz as directed. +A TOPMII. Topsoil is drlincd as nuwr~l, fertile, friable sandy loam, reasonably free of subsoil, stones, woods, roots, and other objectionable m:ucrial. Strip topsoil in a manner w prevent intermingling with the underlying subsoil tx other objectionabk malarial, and remove growth of grass, Scotch Broom, and stubble from areas before snipping. Stockpile topsoil required fur landscaping, for possbie reuse un the pntject. Cotutrttct storage piles to freely drain surface water. Cover storage piles if reyuircd ro prevent windblown dust. Disperse of excess top soil off site as described above. Acceptabiliq• of topsoil for use on the project shall bra dclrnnined by the Architect, in accordance with the rcyuircments oC Section 02800. Topsoil not acceptable shall be disposed oC ofl'site. "ETD OF SECTION 02100•• DF.MOLI'fIONrCI.EAItIN('i 0810 U'2 10(t. I DIVISIU~ =2- SITF ~LORK PARTI-GENER4L I.I pf:'SCRIFTIONOFI4'(1RI~ Perform earthwork as shown on [he drawings, specified herein, and as necessary to provide a complete, tinished job with proper grades to assure storm water flows intended. Comply also with the Geotechnical Report anachod following this section and Division I requirements. Refer [o Secnons 01800 and 01 Y00 for zeneral information regarding project requirements under the Swte Evergreen Susroinable Development Standard (ESDS). 1.2 BEARING CAPACITY The assumed allowable soil bearing pressure is 2,000 pounds per square foot for compacted native soils. Should conditions indigte bwer capuitics, notifj• the Architect ®ediately and stop wrork until further direction is given. Refer also to unsuitable bearing requirements bebw. 1.3 QUALITY CON'[ROL All foundation excavarions, subgrnde preparation, placement of compacted fills and paving sub-base must be approved by an independent qualified Soils Engineer prior to placement of concrete or paving. YART2-PRODUCTS 2.1 ST'RIICTURAL FILL Native soils below existing topsoil, if meeting the recommendations of the Geotechnical Report, or imported material as dexribcd in the Geotechnical Repnn or u approved in writing from a testing laboratory retained by the Carttractor. L UNUERSL.AB FILL Cohesionless, fm-draining, granular material; 'b^ minus gavel or entshed rock with less than 3°'o passing [he No. Z00 sieve. 2. ASPILAT T PAVT[J(i BASE & G\ULRWALR FTI.i. Free•draining, compact, granular base material aml'orniing to WSDOT Specifications for Crtshed Rock Bash (CRB j. ~A GEOTECHNIi.--AL FABRIC Alinft ~00s or an cquivalem fabric. PART 3 - EXECl1TION 3.I JOBCONDITIO!~S Lowte existing iindereround utilities in the areas of wort:. if utilities are to remain in place, pmviae adequate meaas of protection during earthwork operatioas. Should uncharted, or incorrectly charred, piping or other utilities he encountered during oxcavalion, consult the l'tility Owner immediately fiir dircctiutu. Cooperate with utility companies in keeping respective services mid EARTH W'UKI~ OSIU U22W-] ntvlstor; ~z - srrE woRx facilities in operation. Repair damaged un7ities to satlcfaction of Utility Owner. Barricade open excavations occttrrine as part of this work and post with warning lights. 3.Z R'ATER AND i7tOST Keep excavations and earth uoder lootings, ,labs, walks, and curbs, dry of water, free from frost. Keep final compacted subgrade surfaces and flll:backfill surf:Ices dry of water. Free from frost. Should bearing stn-faces be softetxd by water or frn;t, re-excavate to solid undisturbed nantral soil Compact and till to appropriate elevation per Geotechnicnl Repot, recommendations. 3.3 I.'VSUITABLE M/s~R1ALS Areas containing demolition debris or undocumented fill art not suitable for footing, slab or pavement support. Undocumented fill and demolition debris in these areas shall be cxcavatcd to undisttrbed soil end be restored [u the desired footing grade using the rccotttmrndatiuns fur structural fill contnirted in the Geotechnical Report. Structural fill shall not be placed over debris that may be pcwrly consolidated or contain material that may decomposed end settle u~th tithe. All such unsuitable materials shall be rtmoved and replaced with additional swctural fill. 3.4 UNSUITABLF. BEARING [f unsuitable bracing, debris, soft canes or poor bearing stratum for fcxxings is encountered ut footutg depths indicated, the Contractor shall be rcsponsihle for excavating to depths at which specified bearing can be attained. It approved by Archi[ect and verified (at Contractor's expense) by the testing laboratory retained 6y the Contractor, over-excavated areas maybe treated ac specified below under "Excess Excavations." ?> UGP'IHUEFQQTT]i;_f.\CAVAI'10\5 Excavate exterior footings to elrvntions no[ higher than indicated. Interior footings shall bear on compacted granular base over competent native soil or on structural fill. All exteror footings shall extend a mittimum of 24 inches below finish grade and shall bear on competent native soil. If suitable soils arc nut presen[ at levels shower, excavate to suitable soils amd fill with compacted structural till. F..xcavation shall be carried out as required and protect all conditions that may be encoun[ered. Comply with Geotechniwl ktport rcwmmrndanons. 3.6 L\CFSS F%CA1'ATB)NS Should excavations he carried to rltvutions Inwer than those indicated, till to proper levels with structural till. Place in accordance with Geo[echnical ktpurt recommendations. 3J I'ILLLYG Remove debris and dccayabk rasher from cxcavatcd areas'fill materials before filling. Make fills as soon as possible to insure maximum srttlcmrnt Do not place materials on surfaces that art muddy, frozen or contain frost or ice. Place fill. of maximum 8" thick lifts (loose measurcmenQ. Compact to specinrd percentage pcT ASTbI P 1:57 (.Modilicd Proctor). Compact fills urtd~T xideualks and at urilin trenches to 95°<. Cc+mpactiou at lawn areas may match existing adjacent drnsiq . At building tilah areas, compact urvc[ural and underslub tills to 95^. ~ Modified Proctor. Plncr fit) on contpctrnl undisturbed notivr ;oil ur strtctural fill only. L•ARTH 11' OFt K 0810 U2?OU-2 1 DIVISION d'~ • SITE WORK .4t pavement areas, excavate to suitable undisturbed soils. Compact soil to 90";> Modified Proctor. Proof-roll and remove soft areas. Place paving base, compacted to 95% Modified Pructur. Placement moisture content of material shall be close to optimum as defined by the above ASIM procedures. Ilse allowable deviation from optimum moisture will depend on the compaction characteristics of the fill materials, but ' must be in the range of plus or minus 2"b. Repair and re-establish grades where surfaces sealed. Rough grading shall be broueht to elevations below the final finished grade, u appropriate to accotnmoda[e paving ' ur landscape materials specifed elsewherc..4s a pan of rough grading operations, remove all canstructiun debris and liucr, leaving the rough graded surface clean far subsequent operations. Fill maerial shall be placed in locations azid thickness as follows (except as required by the Geotcchnical Report): Structural Fill: 'thickness ac reyuired to meet the recommendtitions of the Geotechnical Report. Undersea Fill: 4" compacted thickness bclaw 2" of clean sand over slab vapor barrier. .Asphalt Paving E3asc: a" compacted thickness. ' (Ir)denvalk Fill: 4" compacted thickness, provide under all exterior sidcw•alks, pads and other exteriar concrete Flahcork. «END nF SCCI ION o2ZOO»• EARTI IR%ORK 0810 0?~Op_; 1 GEOTECht~lICAL REPORT 1 Salmon Run Apartments ~ 10720 Vancil Road SE Yelm, Washington ', Project IVY. T-6437 '' Terra Associates, Inc. i Prepared for: ' Timn2r Kiver Development ' Pellevue, 'JVashington Ahay 5, 201Q 1 1 TERRA ASSOCIATES, Inc. Cumultaniti -n I .erdp~ ha,ral 6~;~!nce'rrq, C ~eo!gf Y a^d Lnvironmernel Carllt SGenrr 'olzy >. 20; 0 P.„1ce, ;~~~ r-f,a~ ~~h' nanrk Ruzga}. Timher Ricer lhvelopn)ent 2223 - 1 12eh Avenue NH. Sw:e 102 13cllcvue, R'ashingtnn 9S004 Subject Geotechnical Repnn Saluu,n Ran Apancnen!s 10720 Vaned Road SF 1'elm, R'ashington Dear iv1r. Rozgay: As requested, we have conducted a geuteclmical engineering study for C:e su;r.irct project. Uur held e~ploretkm il:Jicates the rile is generally undeaain by 2 to 2.S !cet of orga»ic 611 n.:deriu': overlping s•anable glacial scSimnns composed of silty sand, sand s; ie!t stlt. sariable grovel content, and g,ra•.cl wtth sand. The lill tnnlerin!s arc not suitable for the suppon of the proposed huadings and paven)ents, T11r till rnaterials will need In be removed from stnmtcnl and pavclncnt suhgtades TI',e attached rnpon presents our fin<Jings and recommendations Irn the grotechnie:a aspccls of project design and arnslrucltoD~ \4c :rust the infonnuuon presented Indus repot: Ip sul6cie»t krr you cm'rcnl needs. (f you have any yucstums nr -egmre addi»vnal utformntlo», pJca.c call. Sincerely yours, TGRR,1 ASSO(JATFS, I\C. Carolyn Schcppcr, F.LT. Sta!Z C•nee~ccr \\\ rj^~j0 . )al'ItS ~l ~'~~ Pruitt cr` ~" ., ., ~ S-ar !fl '-o ; ,{ Prr. ids ~ `: ; .,^/,.. SIUi;J.1. ~~ 25!S b4'illov,s l„ad, Sl.nc- Inl, ~u61r~n~l, 4Vashin;rongpg3a I'hunc (a2i) tt21.7777 Cap I.1_ ~) £121-a334 ranLe aF~ carrE~rs r>,~~ ~. l.a Projcc~ Uescnhuon .............................................._ ........_... _ ....... 1 2.0 Scope ofN'ork ............................................................................... ................................1 3.0 Sitc Condinons ............................................................................ ............................... 2 3.1 Surlica....___....._._ ............................................._,.......... ...............................2 ).2 Sufiturfacc............ .................................---....-.............._. .............................2 11 Gm,n,dwoter..._ ................................................................. .....----.......................2 d.U Gcolu~Haznrds.,.............. ............................................................ ................................ 2 4.1 Seismic Considcr~tions ...................................................... ................................ 2 4.2 Erosion _ ........................................................................... . ,... 3 4..1 Landslide 1lazrttd ................................................................ ................................ 3 S.0 Discussion and Rn•omnxndatiwu .................................................. ._..-------°-.............. 4 5.2 Sitc Prcpamuon n,xl Grading .......,...W .............................. ...----....----...._....... 4 5.3 Exci,.nian: .........................................................,............ ...............................5 5.•t foundmirn, Suppon .......................................................... ................._........... 5 S,j floorSlahnn-G,ade..._ .................................................. .................._...._..-fi 5 G Stor,uumcr Intiluatim, Fearbilny ................................... ................__.......... b S-7 Drainacc . .................................._.................-........ ...,......... -...... ........ 7 S.K Util,t,cs ............................................................................ ................................7 S.9 Puven,cnl .......................................................................... ........--......_............ S 6.0 AdditicmilScniccs_ ......................................................_ .......... .....- _.. _. . ..........R Z(1 Liwitatias.... . ,.. ......................... _ .. ............... .. _. _ _...... ..,. S Fieures Viciutty A1ap ................... _,.. ............_..-........ ...._........ F-,gurc F:nlura:ian Location Plan... ____..... ..._. ....... .... __..------_- fiauc 2 Anncudis Picld Papln.*ntion and Laborntory l~Ytine.-_- ._ _... _ ..........._. .._ .. . _._. -.Apprndis A Geotechnical Report Salmon Run Apartments 10720 Vancil Road SE Yelm, Washington LU PROJECT DESCRIY'1'IO:V 7'hc project consists of develop;ng the site wnh Gve nr\v apanmcm buildings. a atmnwnny building, at plsy area, and associated parking:e:d utilities. [cased na tha roncrp!uai sift pion i>rcpa:ed §y'!_erk iYuftcv,lrchitects dared Septrntbcr 2.'_U05, the i+nildings \viC be lornted on thr outer edgrs of the pmpccy \vith the eomn:unit\ hui!diue and play area Incntrd in the crntrr. \Ve expect Ihat thr apartment srnaaures and Ctc rccrcational Mtildiag will hr hvo•su,ry wn4d-named buildings cansnuclcd al grade. Sltvcuird loading should br rc:alively Fght; wilh bearing walls tam~utg loud= 0l'2 In 3 kips per foot and isn;atcd eolunuts carrying maximum ;Dads of 30 to d0 kips. the rccommradations mthe fnllmvine scuions of this report are hosed on our t:ndrrsmndiue of lire precrdit:p drsicn features. R'e should revieo• design drawings as they become available to verify a:at our rrcnn:tnr :dadons have been properly interpreted and to supplcntrut them. if required 2.11 SCOPE Oh ~~'ORK Our \vork \\•as cemplr•,ed in aceordanec with our proposal dated July 16, 2009. On April 27, ?Ulil, we obscn+ed soil crmditious a: 7 trsi pns excavated to depots raa~ing from X to Ill 1'cM below csisting grade. Usirt_^_ the inRtmtaiion u'ntaincd lion the subsurra+r rxplurmien. \oa Irsifonnrd analyses to develop erotecltnic;d :econ:mendatinrs for p:oject dcsiLn and consl;dctton, Sprcilical:y. this report addnsses:hr In;low'ing: • Sod mtd gmm~dwatcr conditions • Seismic design pa:amctcrs per 2ti06 lutcrnational I3uildinF Ccxie l![~C) • Geolocic critiw! areas • • Sitc prepa:atiun mu! grading • Foundations • Floor slat>s m grade • Stormwatcr iniiltrntiou fcasibiliw • SubsurlacC d:nniagr • Uta:urs • PaVCmCn15 h should br noted t:,at rcconmtrndat:ons rnuhned in Leis report rcgardis_ drania~c arc assotinta! \viih soil SIIL'ng117. dCStCn Cani; prcssurc, cro,ier. anc( sinbility, Design and pc:rtonnance iss•les \; nh r"prcl to moisture a; it relates .o ti:e slrucwre c+;rin>,vnca•, ti,e„ aumidity, mildew. mold) is bcynnct Tcna Ass+,riatrs' panic\+. A heading envelope spre:n:is nr ennirtctr~i should hr ror.r.:hed to address Ihrse issues, as u.cd~d. },'I,IY S, 2~IQ Pmjcet tio. 1'-5x37 fhe site s IrKntrd at I(1?20 Vaned Rand m Yclu+. 11'ashmgton. Thc approximate site lcrauon is shown nn Figu:c I. Thc sue Is rrctangldar with n pan handle thm extends Inwards the e•csl, fhe vle is currently undeveloped m:d is covercJ vvlth Inli crass, bnah, samll trees, and a few muhlrc trees. \Ve observed household rob6ish sca;tcrcd lhroughcwt the site fhe sue rs bordered by single-family residences ;o the stwth :urd west, un open field to the cast, and n retail center to Nte nar.h The sim and ucurily a:c :ein:is'c!y level. Tire ground surfecc on the sac is uneven s~.lggeshng sane pzst g:uterg clay Lave r>`cuued J.2 tiubsurfocc ~1'e observed 2 to 2.5 feel of organic fill m.~.terial imutrdiarely lxlow exuUng grades. Acnwlh the fill ntartd, all of e+lr test pits encoumred and vvcrc trrminnted within Nlacia! sediments composed nt silly sand. sand with sib end a savable prove! content, and grace! with sarxl. Thc firnlnyi< dlnp u(rlu• Ce~rurvrlin (Jruxlr-engle, IVnvbir;grnn, by Hanry N'. Schassc (1937), show the site is within an area mopped as 'Vashou Clutvvash Cn'avel" (Qdvg). Nauve soil antdiliors we uhscnrd m our test pits uc galrrally cousistcnl wBh the geologic curAitio:a shown on the map. The prrcrdme d:scusiun is iweudeJ to be a gertcral rcrrew of the sort euttdrhons encoumered pnr nu+re detnilal dcscript:ans. plc:+sc refc: tc !hr T ea Iti: 1 cars to .4ppnulix A J.J Groundventrr ~~'e fhd qrq ,+1!\CR~e emusd•.. n:cr sccpacc 1:1 the Ihl I+:I C~C2, a!:[Nli BI tI+C I:InC f+1 Our Cxpk~rnl10:1 We did ohsenc xnoc +vcl sad co:rdil~~~~I..uF>:ccl:n~ arras of sha7ow srepaae pu,ahly develop dcr:n~, the normally wa a•inler scas!m Hnvvrv~rr. baxd .m ',ua conditions acd laboratory test :csu:t>, tie exlKCt IlKSe areas would l~ :inured in eslent. 4.(1 Gk:(11,<IGiC:~I.II.a%,kRfiS !,1 Sdsmic Considrratiom Section la (1~.1?0 of the Yclm Municipal Code (ti',Yf(') dclines Seismic ho~c:d areas as areas sublecl to severo risk oI da:nnpe ~:~ n resuh of eanhauakc indactd prulmd shaking, aopc I'nilurr, scldcmrnl, .oil iiyuetac:ion, lateral sprendinp, n: surlacc fnulti:lg ;_ICt:efactron is a pbrnomenon whom 4tert: rs z rctiucnon or complac loss c+f soil strzn~rh due to an incrcnsc m water pressure +^dc.ed h} vihrr.timu. Liyurtaction mu:nly affects grulogicully recent deposits of !ine-grained sand th<^.I is M+Jovt the gru.cudwaler table. Soils of Ibis nnlure Jcl11r 16rir ~Irenglh Prow mlergrnnular Il'ict.•un Tire gee:cr,wd water pressure or pore pressure csscmially separates the ioi! grains and eliminares tlns inrrr~rannlar frirtirnr.:hc;, rlnnrnatiog the :oil's urzag;h. Page tio. ? i , ):fay 5, ?Ul{1 f co~cct \o, t-GA37 QaSCd Oil lht SVIi a1P! R(OU aliwat cT (Y,nJlt ti>Ili \\'C Observed, it is our opinion 16nr the hazards fur liquefaction or settlement al this site Junug;m eanlsgaake and their;ISSouattJ yak ur anpacts are nce.ic:hie. liesed rat soil conditions ubstrvtd m Art test lx\r:ngs and our know lvdgt OI tla area ecology, per Chapter IG of ' the 2(IUG Inletnabonal building Code (113C). site cross "C"' should ~t used In C1Ni.tUl'al dl.'Slgll. Hasid Ott Ihls Slle class, in ncnndauce n•ith dtc IOOG I13C, the fOlbwing parameters shoul(1 hr use(I in cumpwing ;::ismic fences: Srisn»(• Drtii~n Pnl•mnca'nr f~RC 300b) Speclrnl resprotse acccleratu,u (Shur) Period), S, 1.139 ' Sprcu•al respcusc accclcration (I -Second P:riad). SI - _ 0.5$8 Site cocf:ieicnt, F, L(i00 ' Sac cotf:uient. F, ------• - - ---- - I A03 Five pa'ccnr dzntpeJ .2 second period, Stn 0. i ~9 Five percrul dantpeJ 1 0 second period, Sn, 0.372 Vahtes deleanined acing the United Slates Geological Suncy (USGS) Cinxutd bloROn Parameter Calculator ucccssul on April 2S. ?010 nt the aeb site htJp`Y~;}nl:<Igalc ,istc gm'rezcarch haznn:n;'Jcsir_mnnAea. t t . 4.. Erosion Section :4.08.130 of the 1'~1C driints 6osio;l hauard areas as nrcas :Inc n. leas those a:eos identi'ied by the U.S. Depa:vnent of Agriculture's K a+ni Resources Conscrvrtiun Sen:ce ns `.raving a "nmderarc u, severe;' "scvert," or "verv severe" rill and i:utr-rill erasion hararJ- C•ro+ion hazard areas :nt nlsu :host areas unpactcd by share land rudktr sn•eam bank rrasn?n and rhos arras within a river's channel migraiun rout. Tl:c soils encountered rnrsi:e arc classilial :IS 1`isgt:ally loamy bat ;aud aad Spa::a\vay .travail} sandy loran by the Untied Slaves Dapartnwnt of Agriculture Sutl Consenatiun Service Soil C)assilicacon System, 11'ilh the existing ~IOpe graJitms, titt9e soils will have n s-Iight to ntOJertle poteuual for erosion \vhcn c.aposcd. Thereforr, rhr silo is cot a^, trosiur• hazard men as defined by tae 1',b1C. Regardless, erasion protwtiou uteasurts as re<-;uired by lift Ciq• of Ycim will need to be in place poor to slarlct~ enldutL! ..^.c!ivt4rs on lht sit.. This would include perimtttr >ift ftncine fu cuuta:n erosion on-sift aad cover (ncasr:res to prcvcnl or reduce soil erosion during and fO:IM\•Ittg %Ott3trl:clunl. 4.3 I,andslidt Ilazard Section 14.08.130 o,''thc ti'\9C' dt5nes Laadslidc hzutrl arcns as nrtas poteal:allp scbjcc: w landslides base(: on a con:buuuiou of yeo:'ugic, trpograpitic, and hydrOluelc fao!ors Thcy meiudt :r.~zzs >::scep:ible bera;:sc OI any n,u:hinatiuu of bedrock, soil, sloac (_rndicnt}, ;lope aspect, sntebnt, hydrology, w ulher iSuor>>. Hascd oft :he sod and to, c?~raphic c~nditiors nl' !lie >ite.:ro ponlons of the silo are ~usrepl~bie to risk uf' mass nu+vctutul and: thercfine. no portion; of the site u~oul(I be considered a landsidr aarard nren. Pace Ka 3 Jiay 5, ?OiU S,0 DtCCUSSION ANn RFCO~IRIF,I\D:ITIONti Ciased rnt our cudy, ihzre arc no gzatechnical censiderauons Iha; would preclr,dc devcluptnzm of the site, as sr+nentiy planned. 17orvcuer, as dcscnhed cattier, nw• exploration indicates the upper 2 to ? '%: feet of soil is GII material that contains n cnnsidcrahlc antaum of organic soil In om opinion, this upper soil horizvn will nrn be xaitablc for support nl' hui;ding founda!ios ur i:mncdi:uz sup, i+tt of floor slabs and pavemcros The hnildiugs cart !sc• supported on e•nnvrnrivtu+! sorcad +botings bcari;;g on c•nmpztcnt Eaivc` >uiis vhsened below this uapcr 2 to 2.5 feet of organic fill material or vn structural fill placed and con:paered above aunpe:enl mineral native soils. Pnvcnrcnt acd Ikx,r stabs can be simil•triy suplxalcd. I hr fvlloruine sc~ ions provide detailed rcconuncndations regarding the preceding issues and ocher gcoteclvrical design considerations. These rccoutmcudativns should br incorpvmlcd into the final des:Fn drawings and crntsuvctnv specific.^.tians. fv prepare the >ite fi+r ennstruetior., all teretaiion, organic surface soiis, turd other dclcizrinu; materia. should be >lnppcd and re:nov; d front the building and pav;d areas. Sw?ace strippn:g depths of about ? to 2..5 I•cet sJ:ouid be cxpccced to remove the organic surface till. The organic rill nratcrial rrdl: not he suitable [vr usz as snuctural lilt, but n:ay F.c used for limitzd depths in ronshluunal areas. Ohce clraring and stripping vperatiats are cou:plete, cut and till uperationz can hr initiated u, csiahlieh desired building grades. Prior to p!ncing lia, all exposed bc:ttrinyt surf:•:ces slmuld be observed by a t'epreseivat:vz of Tern :1ssuciatcs iu vcrih• soil candiriats are as expected and suitabic fir support of nca fill ur huildum clemeins. Ot.r reprzsentative may request a proofroll using heavy nthbcrvtircd cquiptncni to determine i.` any isvlu0.d soft and yielding arms zrc present. If Cxcessi+ely yielding areas ore o'^.ervcd, and they cannoF Se stabilized in Jdacc by rrnmrartir+n. !J:c affected soils should be excavated and renmved to limt hcarieg and grade 2storeJ wish nzw su;:etnral till. If the depth of zxcavalivn to rcnan•c unstable >oils is exeUSive, rite use of gecdextiie fabnes, s::ch as ~fira{i ~(iOX, or an cquivalcnl I'abrie, eau hz used in coajunct:on with clear, granular sitvctnml till. Our cxpencrx;e has sl;own ti:at, in geceral, a minimum of Is inches vl• a clean, granular slntetura! till place attd compacted uvzr the geoaxtile fabric should establish a stable Lcaring surface. The ability to use native soil from sue eseava:iats as stivetursel till will dcpenc! nn its mnisturz content and the 1>revailmg weadx•r cuadi5ons ;tt iltc tintu of cvnstntr.iw:. 7'hz lina> content ul :!x granular native outwash observe hc(av thr fill horizon typically rangr.s between live to 12 pcrtcnt Ciravcl octrvash with a i?ues evurnt of less than live 1+rrcCnt was observed at Test Pits TI>-4 and •fP-7 hclmv a depth of rive feet. to oar opinion, the<e n9:fa-t saris u;;! Z%e scita!>!e ;Or rrs° as strscleus! 7711 and trench backlill J~tnucsrr, rJ;e Pncx r-rnrterJ of most of owwa;h will mekz ihz soil sligitay to mvderate!y n:oi;tare sensitive and close motsure com'vl rval be required to lacilit:uc proper crnttpactiort. Haring dp weather conditions, the cv:artctor should be prepared to add rustler m vrdcr to lacilitmc compaction. During w•et weather, thr fines convent of die outrvnsh nu:y cause :he soil to h. ci>utc unstable in u f ill cnnditiva and uasuitablc for use as fill. !n thi. cast, the zatiradur should hc: prcparai w dry tl;c svil'aack :o suitable mi:istare contem by aeration or use m: additive such a; cement kiln dust, patland cen,c•nt, or lime to stabtl.zc the ntoistnrc• if at: addaive is uud, the pl I of tl:e soil a:I! he elevated and additional measures for mmtitorin; pll vl siocnwatu runoff aiung with miti~,atton :ncasures wi.'I pied to be :ncludzd in thr projccu S:vnn \Vater PoBtu;on Prevcr.hon Pro~Ram (SW PI'I'1, Page Vo 4 \qay ;, t)10 If imposing so:I for grading or bacrti;l:ng dunug wet weatlJel enueiainns be:-on:cs neccssrry, ,ve rccot:naend ilfl i)U(IInL a ( '-ra:nd R7 x011 Ih.^.I Nlels lhl' tUIIUw Int gl`JdJIIL Yl'IIIIIrelnCnlS: ` V.S. Sy ig~•e Sire ~ J'erccr 1 :rxxin~_.~ ~ -~ I 6 iu:Fcc tlll ~ ~ Nu. 20(1 ~ maximum" I 'Bascd on;hc 3rd-i;:ch franion, PnciJ Io use, Tenn ~.>soc:a!cs, Ine..huuld exantinr and tell all ntate-ials immntcd Iu: hc silt lire use as itn',ctural :ill. Sttvctwal li!I should be p(accd ift unilontt L~osc Izycn nut cxcccdiog I? :ncitcs and mropactcd to a Ir.ininum OI' `>> percent o1' the soil's utaxirnn^ dry density, as dclermined by Au;eric: n Socirly for 7'rsting and ~laasials IAST~1) Test Dr>tgnatioJ: U-696 (Standard Proctor). Th+: Jnoiswrc conn~rtc of the ;oil al the ;tine of compaction sitou d be ,vithiu two perccm of ils op:itmJ;n, ns dctcnnincd by :his ;?S'f:\:1 standard ]n uomltltclurll areax, dtc ' degree of eo:npaction can he reduced l0 90 percent ~ 3 Facavations ' 11! rxcavn:ions :n the silt associated s\•ah eonliJtcd spaces, such as Jnility uruc'trs, must be cnntple:rd in accurdnnce with IcJCa(, stale, mtd fedetai ree}uiren:euis. Bascd <rrt rcicfrrtirJ:rs out:irrvAci •u .1te N'asLigreut ~ Indu>u'ial Safety and 1leahh Act (U'ISHA1, d,r ghtcial scdin:cnts observed wi~uld be c:ass~lied as hype C soils. Aciordin>•ly, temporary exca,•ati,ms in I ype L soils should have Ihcir >hJpcs leid hark :tI wJ nJeliJ:~tirnt of I.S, I (l~lorizontal:~'erlical) ur Ilal[rr. Irom t,Je lue ;o the crest of :hc slo{u :III c~posrd slope fairs should hr a\vrnd with a ch:rable rrutfnrecd plastic ntcmhranc during co:JShtlcliuu to prcvcnl slope ravelutg : nd inning during period.: of prccipilation. Fbr utilih trenches, a properh• desJgned aad ius;alled sitrrring Irenca bix can be u:;ed M sui)pon the excavation sideu•ulls. The above infotmaliun is pn)vided solely for the beltelil n.'the owner and other design amsuhams, and should nol oe consisted to i:n.aly that Tcrrt Associates. Inc. asswaes respmtsibility for;cb site safety, I: is m:ders;oad that job situ s:dciy Js tl;e ,o(e Iesponsibihq of Ihr project contr::ctnr. 5.4 Pouudntion Support fhr buildJrgs can hc::upprn:id on con\'erlioaal sprezd (Donne fourdalivns beset;:-r, on con:prtcnl native scrip ar on urucuual fills placed above ri~J:nte;cnt nauvr soils. Fount:+tion stlblaade hotad be prepared as rccanunendci: it: Secbna t 3 of this report. Perimeter fitmtda!ions cxpascJ :o the wralher shuutd 'near a otininunn dcpta of I.5 leer ixio\v final exterior er<Idcs !ur frost protection. htletior Ioundaunns can he censclcted at any ,onveniem dep1L below the 1':oor slab Foundauoas can hr din;rtsioncd for a net sl!o'a•ahle bearins, r.a.pacity of 2,500 pounds ix r sgca:e li+ol (pal j. Iv:r saod~trnn muds. suu:J as \\;nd and scisntic, :J one-Iltird iucrczsr in t'ais :Illurr,Jh:e ca;Jaciu• can be usrci. R~i;tl s4vcuuai loading sls enlicipated aad Ibis bearing stress applic^<I, esnm:ned rota: xule;nrms arc Icss than one-:nub. Paec Vp 5 h4ay S, 2010 Project ~o.'f-6rl37 The pcnneabaity of the nnuvc omwasD soils will be significantly in:pactcd by the hnrusinn of soil fines (silt- zed clay sized particles). Ever a reintively minor amount of sort tines caa reduce the penneabili:y u(tite forruation by a lac:or n: ten. 'l'ire greatest ex}x>sure to soil foes contamination will nccttr during mass grading and antsnuctirnt. Tltercktrc, tvc rcconurcnd that the Teutpmvlp• Erosion and Sedinteutalicm Control (TESC) plans route cons!nletion sturmwater to a location other than clc pcnnaneut iniilt;ation site. fl' This is not possible, the ff~SC pond bosom c;evnunn should he kept two leer alxrve the final infihraticn elevation with 13na1 made established after site areas have he:Cn >ubstmttially stabilized. We shored review stnrmw;ner Inanagentcnt plans when they becnu:e nvail.~bfe to t•crifv suitabtlily of soils in the olattned bcations and to provide supolemcntal discussion and recomntendatious. if needed. 5.7 1)rainaec Surface Final exterior grades should ;;rumore free and yositive drainage away from the sire at a;! limes. Ureter must not he allowed u, pond or rnllect adjacem to loundatiors or within the inunediate ~oilding arras. We recommend prodding a gradient of at Icasl three percent for a miainnnn distance often !eat fixnn the buildine perimeters. If this gradient cannot lx provided. sorfacc w'atcr should 6c mllectcd adjacent to the su•ttcteues and disposed to appropriate stung facilities. Sabsur fae~ Considering the well-dracscd nawre of the native site s~ih, pnrndcd the finish door grade is at or above the adjacent exterior grde and positive drainage away front the slnleture is maintained, in our opinion, perimeter foundation drains w'oald ^nt I)e 1'ey011'ed. If Ihese COlld111011$ afP. nnl mCt, IfH+11Lg (:I'aIfLS Shnnld ix: placed rat the perimeter of each slrucnvc The f2+oting drains should consist nl'a four-inch diumetcr perforated PVC pipe shat is er,vcloped in clean wasL•ed ;;-inch drainage ag~regatc. 1'hc aggregate cme'ope sho:lld extend a minnnum ol•six inches above nrd to the shixs nl'the pipe and three inches below the ;,ipe lover.. The drain pipe can he placed at a unil'ornt grade with an invert cquiva;em In the bonnet n1 the adjacem tooling and lied to discharge into the development stone systcln_ Revere gndietu or hellies in the pipe must be avoided. Surface water discharge cleatenls such as downspouts or yard drains should not he tied directly or mdireclly into the looting drains. $,$ ~7filifirs Utility pipes shouldee bedded and hackfiUcd in uccurdancc with American Pul:hc l'w'orks Association (AYtvA) or Cit, n; Yelm suecifkauwts. As a minmuun, trend: hackfdl shnu,d be placed and compacted as stntcn:rol fill, as descl ihed in Stt•;ior 52 0l' Ihis report. During wet tt•e:tlhe: candilin::s, it may be necessary t:r irrrpor7 suitable. met ,~raliur so:' tin uie as barklill. 5.9 Pavement Pavement sl.:bgmdes should be prepared as desaihed in the Seclinn ?? of this report. ReganL'eu of the degree of relative compaction achieved, :hr subgrade meat he lion and raa!ivcly ureielding before }a..ving. The subgrade should'oe proM'roi}ed welt heavy eonslruction cyttiprtent tit verily dos condition. gag: No 7 11•(av S, ?(110 prajecl No, T-G~t37 The pavutnem design sccGOn is dcpcndcN upon the a;punttutg capabiluy of Ihr subarade .oils and the ual'lic ec+ndilions to nhiclt ii will be subjected. For on-site access and parkinr., wilt Iraflic antsisting mainly of light passenccr vciticlrs whh only occasional heavy traffic, and with ;, stable suhgrade prepared as recommended, we :ecrn:unend the follow:nE pavement sections: • Tno incites of hot mix asphalt (Hp1A) Derr four inches of crushed rtxk Iwsr (C'R13) • Tao inches nPHV7.4 over three inches of asphalt-treated base (Al'13) the ;?avutg nta serials used should mntbmt lu the Washington State Dc;mrtntrut of "franspottation (WSDOT} specifications tar'/i-inch class H\1.A, ATD. and CRD. I nog ten.^. pavrntrnt performaucc will ctrpuud on surface rlra:nagc. I1 poorly•dtnined pavement section will be suniect to prcmamre failure . s a result of surface water infdtrauag into t!:e subgrade soils and reducing :heir supposing capability. Poe ootitrum pavrntrnt perfatntancc. aye recrnuntend surface drainage gradients of al Icasl Itao percent. Some degree of loneihtdinaf and truusversr cocking of the pavrrncut surface should be expected over time. ReguL r m;iintnnancr ;hadd he (;canned to sea: cntcks •a•hen dtrv occur. Terra Assoriaies, lnc- should revtety the fins: dcsi~~:: drawut~s and sµctlic:ui,ns m order!o vcrili• tbtn uarihwutic Ind tbundaiion rceommendalions have Ix:ca pn>acrly ude:ptrtrd end implcnuute<I in project design. Pre should also provide grrdecitnical service during :;ottstn+ctioU to observe eronpliancr with ocr design concepts. sprcilicatirnrs, anei recmnuirr;da;iuns. This wi[I allow tin design changes if schsarface conditions differ Fmnt Ihoie ::nucgraied prior w Ilte ,t n of coast^.ictiun~ ~.u I.I~nT,~Tloxs We prepared dos rrpun :u accordance with gci:orally accepted gcetccla:ira! enetsccring prnetices. No other a•ast•amy, exprc>sexl or :mplirtl. is made. 'Phis repot, is tLe copq;;~~.hmd propeny of'Pcn;t .Ass«iates, Ina and is in:cndcd I'ur specilic applicants to the Salmon Rt:n :lparmcnt; pn:3cct. I'hts report is fur the exclusive tar of Timber River i)cveiopn?cW and its authurzed represe:n:uivcs. Tl:e mtalvscs and ra on:mcndations ;newt in this report arc b; sod utt darn nhL•,incd Inns the test pit; and borings done nn site. Variminns i:: soil eondmem can occur, ihr nn:ure and extent of which map not becn;tte r.vidrnt ::nut cons:riclion. If variations appear cv;dcul, lrna .1s>t,csues, Inr:. should be requested I;t rucvalualc the rccomn;cndations ii: this repot: pr:nr ;o proceeding whit run>truetior;, P•~~~c No. 1 (~_ v or ela 'U U Ay, rt ' pin ~ V~uC ~'lbG ai>~ `Od' h i Crc k a L' o~T~ y,~ 't1 may `gyp ~ 1C~1h Wad SE a,~, S~ F ~r `7evens, ~~4 tiF ~ Ftameni~ry P~rF ,~`~ Schoc *r y' ~'~ ~a so7 y'~ y~ h P 'P h~ ~~o S~s~ pr s~ NE 703rdAva 7G3rd Ave SE Ole Yi!m-lwiC Henna F n n ~' w is cn CJ n F~ m rn emf in e~,~~ ~ .41 R' 35 S- 7•g ~ ~~ dh Ave SE ~ ~tl NE m ~ 50T _ rr x ra St SE ' ~ SE a ~' n (~ ~ ~SIT~' ~ m Satevr,;y x ~ ~ .N' v~ nJt- 107th St SE N m '`bps ~ '~ ~, gvklnnC St Stir m x A O c d ,,, - ~ w m ~ ' _ a 'S'JbRp m v ~ v 109th Ave SE ° rr~ C,'ark R~ SE REFERENCE GOOGLE MAPS, w'N'N.GOOGLE.COM, ACCESSED a-27-2070 NOT TO SCAT E Terra VICINITY MAP SALMON RUN APARTMENTS Associates)) IIIC. Y~LM, WASHINGTON - Coneuauuls Io 3emecna.[ai En~~nze~rg Gc;:t.r~y antl Enwrcnrieraa ca::n S~ences Pro!. Nn •6a 37 Dale MAY ?010 Flyure 1 2 O 4V1 \ JF- ILL ~.Z _ ~~~ 2 ~ CZ -~____.. ~J ~`J 11 \ ~ ~~ ~i_ I 1 Va 1 ~L='s I ~ r0 ~ 1. ~ $, JZQ $ A ,~ ° ° ~ fi 1 j jl X ~ 1- 1~ -- ,~ ~ _~ o i"~-. ~ _ i ~_ IJ -~ zt~: eZ' ~f ~ ~a sr ~ ._.~ is Oc s Jet' ~ N cw n~ . i ~,. 'JT I ~ J' . ~ - l ~ ' ,. ~, r ,~~~o~aznn; ~G'f _'. '° ,~6' " R;~I ~ ~ ,~ ~._-_ -' _ '~ `,: :..¢ ~~ ~+_ ~-i ~ 3 o W W ;~ ~ ~I ~> -- ,. - ~il. ~ ~ ~ ':'i i ~ ~. , ~ ~ `l z ~ -~ LL .n ~~ `" J~ 3„'~ W ,~~jJI z `'_ ~ ~1 ~~ W',C ITf ~ ~ 7 n C C' ~~ j "~ iac~~ '~i ~'~ u i : ~_ J: w ~~I~I~ G 2 co W S J1-._-- ~~ ei '~ V ~ /'~ ~ h 2 d~ APPENDIX A F'IL•'Lll L• XPLORATION AND LAI30R;1'1'ORY TESTING Salmon Run A1,artmcuts 1 cpu, \1'ashineton On April 27, 30111, wr completed our ;ite csploruurnt h}' ehscn'irg ~oit a+ndi:iaa AI 7 test pits. The izsl pas ~.vcn cxcavntcd urine a hackhnr to :~ mastmum depth of ten lor; bcle:m resting sire grnres. Test pil bcueous acre determined in the lie'•d by u:casuir:nruts Sion e~istinG site fearares. The appru.umatr Icx:atiat of the test pus are shot~'n nn the auxnc~a Lsplnratum Location P'.an, Figure 2. Tea Pi: Logs are anached as Figurzs A-2 tluou~h A-X. A grotrch:,ieal enginc~cr from rntr alficr conducted the field expiorauun. Our rrprzsentative classified tl:e sotl rouditions eneountzred. maimained a lug ni carte toss pit, uhtainrd represrinndvr soil samptcs, and recorded ,vatcr lctel, nhsrned dut'ing C:~ca~alion. :\il soil samples ,vcre visually classiC•ed in accord. nee with the L4ti(ted Soil Clasvfic:unm Syslc:n IUSCSI dzsGrihe<! rut Pigurz ;~-I. 12rprcscna,tivz soil :ampler nhlaincd !'rnm the ;rst pits Caere placed in closed nnusincrs :utd taken in om~ Iahoraton~ Ibr Ilmher oxautinaiiun and tcstine. The nioisuur amtcnl of zach ample ,va; ntcasured at:d is reported nn tl±e individual Tea Pit Lnes. Grain Sire analyses ,vcrc perk+nrrd mt selected samples. I he rrsuhs of dte ^_rani size analyses ate shumn on Figures A ~) and A-I(i. Pr'oirct Nn, T-!ri'! rv7AJOR D1V7S)OAdS I LETTER I TYPICAL DESCRIPTION SYM3c3L i - .. _ --- r ---- Gean GVV - - Well-graded gravets, gravebsand mixtures, tilde or no GRAVELS Gravels I rues. _ _ ~ ~ (less Ihan ' ' GP Pearly-graded gravets, gravebsand mixWres, ICtte or O N More Ihan ~ a Gnes) I 5 , no fines. ~ , 50°10 of coarse ~ N t n is ti - r (> M - - - _ - - Si;ty gravels, gravel-sand-Silt mioAun3s, rron-pia9lic ~ rac o iu > Gravels j Imes. Z larger than Nu. N with fines 4 sieve E GC Clayey gravels, gravel-sanC-clay mixtures. plastic finrs. tY O o N I e SW WeII-graded sands, gravelly sands, kills or no fines 'n SANDS ~ Sal sdS - - - ---- ~ ~ Z M h (less than fi SP poorly-graded sands or gravelly sends. little or no ~ ore t an r e res) 5/o Imes. Q a ~ 5C% of coarse - - -- -- - - - - - - - --- - --- - ~-- ----- p o fraction is gM Silly sanCa, sand-sill mixtures, nqn-plastic fines U ~ smaller than Sands _ __- _ __ __--_ _ __ No 4 sieve i with fines I /+ Sli G!ayay sands, sand-clay mixtures, plastic fines. --- --- - - - --r - - ML - - - -_ - -. - Inorganic alts. rock (lour, clayey sills with slight ~ '° o SILTS AND CLAYS - - - plaskcity _ - o ao ;~ N CL inorganic clays of krw to medium plaslfcity, (lean clay) E o ~, Liquid Smil is less Ihan SUWo - - - - - - - Q uJ Z,u os ti o QL Organic sifts and orgarra rdeys c( k»v P!astlcNy Z_ i ~ m - - -. u L I ~ .. __... .----- - ---- - y c MH Inorganic sous, alasltc. ~ ~ `w '^ SILTS AND CLAYS ~ ».. - - -- - ! LiJ a E CH InorgenlC Clays cf h•gn plnstic4y. tat clays. Z ~ a Liquid :imn is grea ter than 5G% -~ I - - L~ OH ,, I Organic clays or biGh piastici;y, . HIGHLY ORGANIC SOILS i - - - PT Peat. _ DEFINITION OF TERMS AND SYMBOLS m ~ Standard Penetrahon 2' OUTSIDE U!AME'ER SPLIT W DEnsil Resstan Y - ce in Blows!Fool I SPOON SAtdPLFR Z ~ Very 'oose 0-4 ~, z.a" INSIDE DIAMETER RING SAMPLER LooSe 4-t0 -- OR SHELBY 7:JBF SAMPLCR w FAedium dense 10-3C = Dense 30-5C '~ 'n-'A'SR I FvEL to~ATE) O c~ Very dense »0 ( Consistency W ~ w Very snA Solt 1 Medium stiff Siff Tr-CRVANE REJ+iitNGS tai Very sliH I I-.J Standard Penetration Resistance in Blows;FOO? C-2 2--0 ;,.-,,.~ Terra ~~~~ - ~ r~ Associates, Inc. _.1_ GGn L6llgni::n U_yve-Alnr~al ~n9rccr~,r~ riB910gy a0C Envupnn=nta: E, nh 5uenres Pp PENETROMETER READING, ts! pD DRY pENSITY. pounds prr cubic fool LL L'OC:U UM~~', percent PI PLASTIC INDEX N S`ANp.4ftU PENETRA'ION. L'to~.vs per toot ~ UNIFIED SOIL CLASSIFICATION SYSTEM ~SALtv10N RU(V APARTMENTS YELh4, 4VASHINGTON Pro)- No. T-6437 I Date lvtAY 2010 I Figure A-1 LOG OF TEST PIT NO. 1 RE FIGU A-2 PHOJEC7 NAME: Sa'mnn ~ n Annrtmenls _ __ PROD. NO: T•f4:47 _ IOGGED BY: CS LOCATIDN: v'elm Washuu;F~n SURFACE CUNDS: Tall irdas/Small T(PPG AppRO%. ELEV: DATE LOGGED: iwr2Z.201Q-_ DEPTH TO GROUNDWATER: NIA DEPTH TO CAVING: 9 F~1 6 - ~ " = ' DE SLmPTbN CONSISTENCY! r + °~° a A.`NARMS ` i gFLAiiVE 0EN9TV a u e 3 6 N V O a FIlL7: lath brown sand w~ln 5111. rinC greSned, meiSl, 10015 eNlen3~YE GryandCS I14ed'Um Den$C 76.1 Bn;•.vn 5ily SAND 9nc grainM, moist roots. (SIA) :Aeditrm OEnse 11.1 5 8ro.v, ;AND µ11n sl!I and grovel. fine to coarse grained, McdVm Dense mast !a'.vet IS?-$hf) 3.0 Test ryt !ennln.vled al apprer.maldY b reu7, No g'ovnd'waie~ seepage ubselved. M1Unor rawng cbserved bcivw J Ie EI '°1 I~ ~ ~--~ terra N'.'.IE tr65aG$1.'ra:Rir:•DIRa:O'1 QptWnis Ony'e 1MZItz: DC :C:DIlan 9r~zry~~0 ?: ~ A$$CCId1B$. ~rl D. ro'M~me'DrcseE a;Oe•~gu:m~Tioe cl Dlfer~ca~r_sz at lne z.fe ~ .,.: r:.n•, , OoniM'n .al Fnq~ncenng LOG OF TEST P1T NO 2 . FIGURe A-J PROJECT NAA1E: j~r)r Ru,~jpartm -~lg_ -_ _ PROD. NO: T_6737 __ TOGGED DY:~~ 1 OCATION: Yrlm VJa;hinclStD, SURFACE CONDS; 7x11 Grapy+SIliall Trc_es APPROX. EL EV; _ DATE LOGGED: Annl 7 2~2.L2-__ DEPTH 70 GROUNDWATk R: N!A DEPTH TO CAVING: -2 Fnnl d ~ z ~ DESCRIPTION CONSISTENCY! - u n REMARKS ~ RELA'rvt DENSITY Z w o ~ vl Y t1 O a FILL? back aay ;and, Lne gra~•ied. msl. roots, 2G.9 e>nens'ro~e crganics_ A1eCdlm Deese t08 Orc/.n SAND wi'n fill, line !n mares grained. moist :u Med!ortl DartSe wef. varyiny amounts of gravel (SP-SM) 2T.2 tC ~ es! pn term oared at aGGroxfmatC'.y 10 ire!_ Jr. g•nur dv:ater seeGayC observEd Modaraie ceV:ny GbSHVGC Ueiv,•: 2 lee; I jJ Terra NUT E: Thn,SdC.uAacr:nlp:nlLLOC CerainS on:y io:n:6lLii GA'cmnon nr.i shuaitl A$SOG101e$, InC. MI `e:nt¢; y:.ud xt L>E :y IncN21r;! dC-t`C lopa~.o": nl IA[ N'C. r'.,n5~11 rJe nGQtllKliai~ EnC•4~~+++.] G¢clopy ::d f nrnonmen!ol EaM Scecor: 1 1 1 1 LOG OF TEST PIT NO. 3 FIGURE A A PROJECT NAMEr Salmon Run Annrtmenle OROJ. NO. T-6437 LOGGCD BY: CS LOCATION. Ye:T_ Viad+lnalnn SURFACE COND9' Tntl ra«~Cma'I Tr y_ A9PR0%. ELEV. DATE LOGGED: Anr 177 2D7n OEPTN TO GROUNDWATER: WA DEPTH TO CAVING: 4 FNeI - n `N t ~ z i ~ ~ Ol9C4~PTf04 GONSISTENCYI T RE E D & F n REMANNS y LA IV EN TY O 4 N 3 Y p =1iL' !i~Y S~ry s.mq Lrw fined, nasL rro!s, C.6ethur Uenee 17 5 8nrwn cAND Join SJ:. hM :O oosrse Q•airpd, meal •oeM J ~ P-$ V 1 .l~dvn Der'se 6row~ ShNO wd~ s41 ]ne {r+.r~. One ro casrLe Durro. m~iit o.Y.dyCnJl Cor+bk ($P.SF41 A'A3un D961 64 Tesl pit larrnrnJl~J ,il npproxlm+le ~y 81eet No gco•rdwaler seepeDe ohsnn:eC. Minor rasing otserved bolow 4 Intl. 1[ ' I 15~ -' Terra N6T6 7rse;t::r`xe~n~r]tra.;+•::.e_=,•_..r<::+.<Y:.:rn:^ .a ~ssoeiates.lne. ueJKr]W LOG OF TEST PIT NO. 4 FIGURE A~S PROJECT NAME Calm .n 4,~,n c~~~ly PROJ NO~ ~[~] LOGGED BY; IBC LOCATION. Ye m ';'~3r~tcn SURFACE CONDS T:N) CrG Ca!C;nnL TreE>c APPRO7f ELEV. ~_ UATE LUGGED: gDrl 27 2Cr~ DEPTN TO GROUNCwA1ER- N.rA DEPTH TO CAVING: 2 FPC[ O m t = ~ OEACR:PTION ~ 40NSISIENCq ~ tIfUTIVF DENSITY ;T t- y REMARR9 i ; ~~~~yyy o w I S 7S5 1 / 3 F ILL7. black sdial vMh edt Rnd grovDl. bne ID eaarse glaineJ, meisl look. c.lens.va mDanlcs, Medmm Uensa i !~ arcrcm GRAVEL wnlr~ tsnn any CoCbks. towSn Nra,ineC. 1 5 mds•:. ewsrons! badger (GP; Medlar Gerss I I I resl r.l t>_-m,~ilr> a: aC4r..emalsrr 8 •eet ne r,CJU^~Gxe!e' :eeDa9s nbten2d- E,tensive cavm g . Caaned odour 2iee!. 7(i :5~ I - -I Terra ' ND+: rn:•.ar•.:r~xc<~•,ivm~,,a~ie,um aiy¢^„: ICa pt la:.d.~~a.1 ~.~.'i,n ~~ ASSOC~BI@S. ~nC. eKl~nV'(TYE is ~O^~T~1~n+ Ar.Lp .. .I. ,:'J~•: e . -..:.ru ~ Geslecnr w~ E_ J~~~r-~ ,~; rr e i o py n F -..ovrnN ts•A JC era LOG OF TEST PIT NO. 5 F,GUxEA-r PROJECT NAME $SIm„~ Ryll AparlmE.nts _ PROJ. NO: -j ftg~ LOGGED 6V: ~__ LOCATION'. Yplm V:a^.hinpt~n_ SURFACE CONDS- Tfl~1 C',;actrSlnpll Trsnc APPROX. ELEV; _ DATE LDGGEO: Apnl 77 BUT U UEPTH TU GROVNDWATER; -j~I;.A,_` DEPTH TO CAVING: O LL N 1 Z ~ DFSCRIr7~ON CONSh7ENCY1 - I d RENARY.S r ? REIA TIME ^ENSITY - w w 4 ~ Y Q N U O 4 FILLS b(x[h sand wilh s~fl anC glaval. f:+e .o COO!Se grainhl. moist. roots. cnlc^sive agarics f.!COIUryr DCIW[ 1E9 i ^.^ed<ula 7en;z SA Brown SAND w,;n s,fl. ImE to ccrose ylanxo •I~oa• to J weC SOTP. Sill $pmP, gIDVP.'. (>P-SIr11 8.5 7esr. oil le rtnmate[ ul appr;>c,mulely E reef. No yrourdwatl!r seepuyc ubservc6 J MmGI wviny weaved below 2 led:. tg i ]5 Terra NC7E Trit,o^sunece ~nlcm,a,cr yem.•s,;Nyl; I i yn.:~~n wd a~col0 ASSOCIdtOS, SRC. nab?,IiajK?;eC a: bE"9~r0Wlive G'clherlttal'! .ll 7 .,nlenL ri (-emr:P -~+(Eng'~t~~,rq G?- 1 i, LOG OF TEST PIT NO. 6 FIGURE A-7 PROJECT NAME: Salmon R~~n An?rlmen•t PROD. NO; T~fi4i7 LOGGED BY; ~$ LOCATION: Ye'm. V4'as"~y}DtOn SURFACE CONOS: ?all !;rass _ APPRO%. ELEV; DATE LOGGED: ~rj(}[jl i ~01Q DEPTH TO GROUNDWATER: N/A DEPTFI TO CAVING: 2 Feel N ~ ~ Y 1° z ~ G OE$CNM'T'ON COt:S+STENCV! w yt n RENARNS f RELATIVE DEN$t1Y b 4 L ; Y ~ ~ U p 6 FdL'. DlaLla sang w~N 5-dl and gra•+el, Ene to coerse grained, mold. gems. eatenzwe organics. nlecl~m Dense t3~t Brown SANE? w,lh sAl, Ene fo Loalse grahled. mast to ~treowm Oence ~ wel. .Dine grr+oL OCLasional coGble (SP•SM1q S _________________".__________.____ ________.__ 74 G+a% SAN^ v.oh 5+11. lire to LolrSeg!Alned. m01St. fSP- .~ SA1} h'rdwm Uensr 'esl od Immlrated al ayµ uHnurlety BIebL NO y^+OJnt}wale+ SbePagb ObSCrved M'~ 1C+atC c:fllnCl Oi1$e1VCd bCiL'+I $ ICPE. ~ ia~ 75 ' I ,- ~ ~ Terra NOTE. Tb: :bL,cd2-^~n!u+NIlCn reba 5 I/Ib ill .I pi lc_nl un BM ft-rM] ~f, ASSOCf0~C5 ~nG. pyl e: ~n~[~P~>le, >' ,K nJ mGICd V:e t C rel p.21rCn a R2 6'C _ I n P irc^n r->! F nGrrrn'~] J ro _i~.xnn rl ..~ _,-„__, LOG OF TEST PIT N0. 7 URE q-p FIG PROJECT NA61E Salmon Run Acar:menta PROJ. NO: T-R4't7 LOGGED BY: ~S LOCATION: Valnf Wachir:ylo0 SURFACE CONDS: J,Hf(Cra« -mail RenS APPROX. ELEW DATE LOGGED: _ nrl .]_1(110 DEPTH TO GROUNDWATER: WA DEPTH TO CAVING: 1.5 Feet LL N O -" i ~ DONSIS7ENCY1 m n DESCRIPTION REUTIVE OEVSITY '< a REMARKS 6 W `f W Y o v, U ° n I FILLi: o~a]h card v:dh silt and gravel, lice to coarse yra rnd, mo+s1. roofs. e>lensive urVarics, 1C•.7 McCium Der.ee $awn saly SANp (ne ytsmed, wel fSMI RSrd.um prose 19.7 5 ---------------------------~- ---------- frown GRAVEL w.^; sanA, hoe Ic rarer yrainrtl. mo~sl 3 to w•el cobbles. Dora ~~rna1 Dou~eer. (GP) ~rnsr o.B - Tes: pt termmsred al apprcart:ately 8.5'eel N] grcentlwslRr seeRage observed. ~Mderale caving observed brow 2.5 Incl. t~ a 1j~ -- Terra NoT T :~b.~+ac<,rw+:r~o,c<n]scmyam,c o >I~>:~~~-,nn- <aa : ~ lssociates, Inc '-A Lc nlnr....l~~~ a ~r ,p r'rnaio ,.:7+-r czG n e ~ r _n< ,. ;ulaeu m Cn~i 'r..,ca: E :_ ~?pnrg Grc4s Particle Size Distribution Report _ _ p _ C c - o c M - - ~ ' a , n $ L 100 I j ^ , 1 v0 _ I _,- . . ~ ' . J ^ ~ _ -_I -. `...~~' I I - . :I~ _ _ I i ,_ ~ _ _ _ { I I I t I ~ l .i 7 ~ 1~ 1 ~ I f t , ___" • ~ t ti l i I I jj li I ~ I I - 11 I ~ ~ ~ I - ' I . 1 I I I 3 I I I F- ' ~ I t I L 50 _-_- - - - -. t. . '.~~-~ .l _ I .i - ~ l i ii JI =o ~ -I ~ - _ . - - - - ~--' • I I I I I ~ III I I I I -~7 ~ ~ j ~ ~ ~ , ;oo ,o , o + o.ot out, GRAIN SIZE - mm ~ ~ -- . `)`Grovel °GSand " %Flnes _ __ .__ _ 7.+3 _ __._ _ _ _ ____ Coarse Fine Coars_o Medium Flne Siff Ctay ~ _ 0.0 n.0 00 rt? 57,o J5.2 j 1.0 I I ~-- LL- _ PL -~- ~ -~ 1i0 ~~D 1 Dsn - ~15 0 Cc I C - - - `1 I I7A?17 ILOJIR i 9.17RR ~~S.AR52 - - -- - " - _ - ~ 1.7687 _! __9.7JIJ 3.73 IS.Og ~' { 0.7014 1 UiJ~1R ~ UA6R1 O .J5J9 _..~ ~ IL?130 01570 151 J]d I T t ~. I I I -- -I----- Material Description ~ USCS AASHTO _ c Pnarly nmdrJ G(G1\'f:L ~~q6 snnd GP u Pauly graded SAND +~ i,h .ill -- SI'-511 Project No. TfiaJl - Cllent: 7unt,rrRi:~crlk,dopnum ------~ - -•Remarks; li Project: Saimor. Run Apnnme°I, ~iOTe+,cd un s-.9.10 ~. -~~Teged.,n 4-29.Itl c~ Location: Tc,, I'i, : P-4 Depth' .a I~_el Sample Number : '~, li'~ Location: ;cat Pil IP~S Depths 7 5 f;:r Samplo Number: 3 Terra Associates, Inc. ! Kirkland, WA i Figure :~ ~! Tested ey: CS Particle Size Distribution Report '~ r• 4 s ` , o n= h ~ ~ A , Y ~ u `.~. i N II ~ . I ~ 1 ~ ~ -, s I • • ~; ii, I ~, i ~~ I i i ~ I' ii I I I~; ' ~ ~ I .. ~, ~, ~ ' ' I I Z 11 ~ II i I J ~ I'. w U I ii ? i ~ i I, • i ~ • 1 i ( I II ~ I I ~~ , I ~ I 1 I I ~ I .: 1D - __ _.. I - j ~ -~ ' 1_- D ~ ~ _ ~~ ~ 1 ~t I ', ,DO to I _. as Doi D.oo+ GRAIN 517_E - mm . N° +1„ N. G_ ra_vBl ! °7. Sand Coarse __ Fide __ Coarsa~ Medlum - I _ j__ _ _ °h Fines Floe __ Sdt ~ _ _ Clay _ ~' 0.0 -- ---- ~ 0 0 p7 P 7 8D,1 - ~-- F- -- 13.6 a.9 ~- - - ~' _ 0.0 _ j O,D U.I I 03 7~ I 7J 3 IS.4 I -- LL PL _i - - D~5_ ~6~. -D50- D30 i Des Din ~~ ~~ ni ~ _ ---- -*' O.R:3ti 6.ri4G5 U.59bi i, 0.903 - ... i 0.3662 ~ _ 0.27h7 I 3.34 -! - _ _'3J_ ~~l U.3RR3 ~ J?997 U.:b99 0.1937 -- i - _. - ! ~ f --.~ - ---t - - - - _ _ MaterialDescrlption - -- _ _i U5CS AASH70 t -- C Pxrly prnd.•d 5,1NI) wnL• .dl ~ - ~ SN-SAI ~~ SJry•tiAt.'D S61 Pro ett No. t-8437 Client: Tunber Ititcr Dcvclupurcm Remarks: Project: Salmon Run Ap~n nxnt` ~Io Tslea ou ~-?9-lU ir?Tc~tcd wr 4.2a.10 . Location: Iret!'d?P-r. Depth: -~ iecl Sample Number: ? j ^ Location: Trsl ; it 7P•7 Depth: ~~ G:cl Sample Number: ? i - Terra Associates, Inc. ~I ' _ _ Kirkland, WA I~' Figure ~-u! Tested By: CS _ DIVISION ='? -SITE \1rORK SECTION 02500 - Sl'I'L• llRARJAGE YAItT 1 -GE?~E-RAC. Ll DESC'Kll' l1ON OF R'ORK Provide site drainage as shown on the drawings and spenfied. Comply also wolh Diviswn I requiremen~e Rerer to Sections O1 RUU and U 1900 for general infixma[inn regarding prgjeet requirements under the State Evergreen Sustainable Uevelopwent Standard (ESDS). PART 2 - PR(iUUCLS 2.1 YRODUCTS Provide as indicalcd on dtr draw•utes. YrVt'f 3 - EXECC:TION 3.1 TNSTAI.I.:ITION Construct sitz drninagz in accordance with the drawings and ae specrtied. •+'FNTt OF SFCTi(iN ii2>OOxs Sl'I'E UK:VINAGL 0810 0 'SOU-I UI\7>tOti ~' ~I f F R'c iRK SL•CT10N 02550 •ON-SfCE LTILI I1F.S PART I -G4Nlcl2~1L 1,1 WATfRQSF\VER Spn iGtd in Division Y I S and on tlu Ugwings. 1.2 TFI.FPHONF & LLLCI RICAL Specified in i)ivixion 416 and nn the DrnwinFs. "FVDOE• S6CIItIN O'SiU=: S11L• 1.-171 TTTFS 0810 0's~- I Dl\`ISiC1N A2 - S1TE \L'OTiK S tCT ION 02frfi0 - PA VTNG R SUkFACRJG PART I - GENL•K.4L 1.1 DESC'R1PT1ON OF WORK Provide asphalt paving as shown on the drawings end specified herein. Comply also with Division I reouirentents. Refer to Sections OIRUU and 01900 fur general information regarding project requirements under the State Evergreen Sustainable Development Standard (ESDS). 1.2 UUALITY.4SSl!RANCES .411 work on public property shalt conform to the Slandurds of the applicable gmernmental entity. PART2-PRODUCTS 2.1 ASPHALTIC CONCKE"fE Two (2) or three (3) inches thick, coarse and tine aggregate, per Geoteclu»ca1 Report and per rewmmendation specified by Asphalt Paving Association of Washington. Inc., far Class "B" mix. 06-100 pcnrtration grade asphah shall be used. Prepare a specified and meeting requirements for Washington Stare f lighwey work. Provide thickrress as required by the City for street pacing and patching work. ~ ' TACK C'OA'I' i mulsrtied asphalt complying w7th AS'I:M D977 ar D2397. ~lix one part water, unc part cmulsf3ied asphalt. 2.1 BASE Specified under Section 02200. 2.4 ST121YlNG P:Uh'f White colored, factory mixed. quick drying, non-bleeding, chlorinated, rubber based, traffic Ianc marking paint, complying with ES TT-P-I I5, Type 111. 2.5 STLRILILATION h9ATFRlAL Polyhorchlnnte and w•alrr solution. ~.6 CUNCRF:fE Specified under Section 03300. PART ~ - f:XLCL-TI(lN 3.1 ?LIGNC,IFNT. GR;~ES. BASL• l~ry out areas to he surfaced. Architect has the right In change liar ar Iced to swi existing or drs~rloped conditions. Verify companion of base, anJ s crify that base is talc k? grades indicated, free from ridges or del.+rrssiun, all sloped for good drainage. kccumpad as necessary until subgradc will hear loaded dump (ruck without visible wheel indentation. >iuisien or arruc• layers to obtain uptiumm mnismn for compaciiua PA\7NG ti SUKI~ACING UK t 0 p2C.00- I olclsx>i; ~_> - srrF w~ ~rz~ 3.2 S7LKILf7:1Tit_)1\ (~F RAjF CUUKSE After granular base course placement is completed, spray suit sterilization material over entire surface; apply in accordanee with manufadurcr's directions, but as a minimum apph• 20 pounds of chemical per l,(100 square fee[ oI surface. 3.3 7.~CK Ct7AT .AF'PLIC.ATION Tack Coat: lase prior to placing asphalt pavement for curbs. existing paving edges apply to pavement surfaces which will be in contact ~a•tth new asphalt pavement material. .Allow to dry until at prz,jter condition to receive pavement. Provide compacted 2" thickness. 1b'hen comtcciine to existing pavement profiles, apply in such manner as to produce smooth riding condition. ARer placing pavement, seal meet Iinr by painting with lack coat and immediately cover with sand. Remove and repave all birdbaths and paddled areas. Provide smooth, even gradation of parking and drive areas to drain. No standing wa[et' pcnnittcd. Finn! surfaces shall be of uniform tesmre, conforming [o grades shown. 35 PARd fLL~ S"LAI_t L1NLS AND GRAf411CS Sweep, clean pavement surf,ce to eliminate Innse material and dust. Apply marking paint with mechanical equipment m produce uniform straight edges. Apply in hoo atats at manufacturer's recommended ra[es. Provide solid 4" wide lines. and other grnpltics as shown, where indicated nu the drawings. Specified undcrCection U33U(1 "ENll (iL SF(TICi;~ 02600** PAVING & SliKl'ACTNG 0R 10 026004 f~IVISIOi` r,2-SITE WORK SL•CTiON 02711 -STEEL FENCES AMJ GATE PARTI-GENERAL 1.1 DESCRIPTION OF 14'ORK Provide galvanized steel chain link fences and gates as shown on the drawings and specified herein. Comply also with Division l requirements. Refer to Sections 01800 and 0(900 for general information regazding project rcyuirements under the State E•vergrcen Sustainable Development Standard (ESDS). 1.2 OUALI'f Y ASS : Rt ANCE Comply with ttte standards of the Chain Link Fence Mantilac[urer's Institute for "Galvanized Steel Chain Link Fence Fabric", and as herein specified Provide steel fence and gates as a complete unit produced by a single manufac[urer, including necessary erec[ion accessories, fittings and fastenings. PART2-PRODU~T~ ~.l GENERAL Pipe sizes indicated are commercial pipe sizes. Futish the following finishes for steel framework and appurtenances: Steel shall be galvanized inside and outside with not Icss than minimum weight of unc per sq. 2, complying with ASTM .A 120 (I.8 oz. zinc psi for pipe. Hardware and accessories shall be galvanized per ASTM A 153. ~.2 FABRIC A. Fumish chain link as follows: One piece fabric widths, for fence heights as shown. No. 11 ga. wires, ?" mesh. Top and bonom selvages heisted and barbed. Galvanized coating with not less than L2 oz. zinc. per sq. R. complying with ASTM 392, Class I. Polymer-Coated Fabric: AS'[~•1 F 6G8. Class 2a over zinc -tooted steel wire. Color: Black, complying with ASTM F 934. Minimum .015 inch coating dtickness. 2.3 POST'S. RAILS AND ARACES End, Corner, and Pull Posts: Pttrnish end, comer, and pull posts of the minimum sizes and weights as follows: ?.875" OD pipe weighing 5.79 Ibs, per lin. ft. Line Posts: Furnish line posts of the minimum sizes and weights ai lbllows. Space posts 10' a.c. maximum, unless otherwise indicated. 2.375" OD pipe weighing 3.G5 lbs. per lin. li. STEEL FENCES AND GATES ux]o 02711-I D[VISION .42 -SITE FORK Gste Posts: Furnish gate posts for supporting single gate leaf, or one leaf of a double gate installation, for nominal gate widths as follows: 6.625" OD pipe weighing 18.97 pear lin. tt. Top Rail: Furnish top rails, unless otherwise indicated, of the following 1.660" Oll pipe weighing 1.80 lbs. per lin. ft. Furnish in manufactwer's longest lengths, with expansion type couplings, approximately 6" lone, for each joint. Provide means for anaching the top rail securch to each gate, comer, pull, and end post. Tension Wire: Furnish tension wire consisting of gahanized 7 gage coiled spring wire. Locate at bottom fabricate only. Stretcher Bars: Onc piece lengths cyual to foil height of fabric, with a minimum cross-section of 3~ 16" x 3r4". provide one stretcher bar for each gate and end post, and 2 for each comer and pull post, except where fabric is integrally woven utto the post. Stretcher Dar Rands: Steel, spaced not over IS" o.c, to secwe stretcher bats to end, corner, pull and gate posts, ~A_. GATLS Fabricate gate perimeter frames of tubular members. Provide additional horizontal and vertical members to ensure proper gate operation and for attachment of fabric, hardware and accessories. Space so that frame members arc not more than 8' apart. Fabricate from 1.90" Oll pipe weighing 2.72 lbs. per lin. ft. Assemble gate frames by welding or with special malleable or pressed steel fittings and rivets for rigid connections. Use same fabric ac for fence, uuless otherwise htdicated. Install fabric with stretcher bars at vertical edges. Darr may also be used at top and bottom cdees. Attach stretchers to gate dame at not more than l5" o.c.. Attach hardware with rivets or by other means which will provide secwity against removal or breakage. htstall diagonal cross-bracing consisting of 3,4" x 3;16" adjustable length truss rods on gates to enswc frame rigidih• without sag or heist. Gate I Iardwarc: Furnish drop bars, gate holdbacks, and forked type or plunger-bar type latches to permit operating liom either side of gate, with padlock eye as integral part of latch. Hinges shall be manufacturers standard hinges li,r gate size artd application. Finish of gate members shall be as specified under 2.1 above. 2 5 M1SCEl,I.AIv'EOUS MATERIALS Al;ll ACCESSORIES Wire Ties: For tyinc fabric [o line posts, use 9 ga. wire ties spaced 12" o.c. For tying fabric to rails and braces, use 9 ga. wire tics spaced 24" o.c.. For Tying fabric to tension wire, use I I ga. hog rings spaced 24" o.c. Finish of tics to match fabric finish. Concrete: Yrovidc concrete consisting of Portland cement complying with .ASTM C I50, a~grcgates complying with .AS l :fit C33, and clean water. tvliz materials to obtain concrete with a minimum 28-day compressive strength of 2500 psi, using at least 4 sacks of cement per cu. yd., 1" maxhnum size aggregate, maximum 3" slump, and 29% to 4",'o entrained air. STEEL FENCES A1vll GATES 0810 02711-2 nlvlslot; ~~ - sITE wofcK P.nRT ~ - EXECtiT[ON 3_1 INSTALLATION Uo nor begin fence install,;lir~o and erection before the 5.nal grading is completed, with finish elevations established, unless otherwise permit[cd_ Drill holes of diameter and spacinss shown, for post footings in firm, undisturbed or compacted soil. ' If not shown on the drawings, excavate holes ro the minimum diameters as recommended by fence manufacturer. ' Unless o[heraise indicated, excavate hole depths approximately 3" lower than the pnst bonom. with bottom of posts set not less than 3G" below the surface when in firm, undisturbed soil. Remove (nose and I'orcign materials from sides and bottoms of holes, and moisten soil prior [o placing concrete. Center and align posts in holes 3" above bottom of excavation. Place concrete around posts in a continuous pour, and vibrate or tamp for conscdidation. Check each post for vertical wd top alignment, and hold in position during placement and finishing operations. Trowel tnish tops of footings. and slope or dome to direct water away from posts. Pxtend footings for gate posts to the underside of bottom hinge. Set keeps, stops, sleeves and odter accessories into concrete as required. Keep exposed concrete sttrfaces moist for at Icast 7 days after placement, or cure with membrane curing materials, or other acceptable curing method. Allow concrete [o again at least ; 5% of its minimum ?3-day compressive strength. but in no case sooner than 7 days after placement, before raik, tension wires, barbed wire, or fabric is installed. Uo not stretch and tension fabric and wires, and do not Lang cares until the concrete has attained its full design strength. ' 'fop Rails: Run rail continuously through extension arms, bending to radius for curved runs. Provide expanxion couplings as reconunended'oy fencing manufacturer. Tension R'ire: Install tension roves by weaving through the fabric attd nine to each post with not less than 6 ga. galvanized wire, or by securing the wire to [he fabric. fabric: Leave approximately 2" bet++cen finish grade and bottom selvages except where bottom of fabric extends ' into concrete. Pull fabric taut and tie to pods, rails and tension wires. Install fabric en security side of fence, and anchor to framework so tha[ fabric remains in tension after pulling force is releaced. Repair damaged coatings in the shop ur during field erection by rearating with manufacturer's recommended rtpair ' compound, applied per manufacturer's directions. Stretcher Dan: Thread through or clamp to fabric -t" o,c. and secure to posts with metal bands spaced I5" o.c. ' Gates: Install gates plumb, level and secure for full opening without interference. Install mound-sat items in concrete fur anchorage. as recommended by the fence manufactures Adjuu hardware Cor smooth operation and lubricate where neccssan. STEEL PENCL'S ANT) GATES 0810 02711-± DIV1Slt_lN ~~ - SITE LCY?$j Tie N~'ires: use L'-shaped wire, confomting to diameter of pipe [o which attached clasping pipe and labric firmly with ends nvistrd to at least 2 full turns. Bend ends of wire to miuintiu harard to persons or clothing. Fasteners: Install nuts for [ension band and hardware bolts on side of fence opposite fabric side. Peen ends of bolts of score threads to prevent removal of nuts. "'END OF SLC1lDN ~i?I1"` SfGEL FENCES AND GATES 081U 03111-t UI~-ISIOV ~•_ • SITE Ni)RK SECTION 02$OU_._I~ANDSCAPE pEVELOPMEN'~ PARTI-GENERAL I.l LA1rDSCAPECOVTRACi'OR Must be experienced in landscape work of the highest professional quality and have equipment and personnel adequate to perform the work specified. Refer w Sections 01800 and 01900 for general information regarding project requirements under the Stare Evergreen Sustainable Development Standard (ESDS). 12 UNUERGROi7ND UTILITIES Locate all underground utilities rand do not disturb or damage. Promptly notify Architect oC any conflict between proposed work rand the obswctions. Protect said utlities and repair andlor replace any damage to same. 1.3 PROTEC'T'ION Take any necessary precautions to protect work in prolpess, protect adjoining prnpem•, and be responsible for protection Crom bodily injury due to construction operations. 1.4 N'URKtvIAN$HIP Worl-manship shall be equal to the best accepted trade practices. I.5 SC(1PE OF WORK Ruu~h Grading: It shall be the General Conttacto['s rcsp<msibility to do all tuning and filling necessary to provide a proper subgmde, removing from the silt excess and undesirable material. Any additional fill material required will be furnished by the General Cmuractor from an approved source. Fmis6 Grxiing: 'Rte Landscape Contractvr shall be responsible far bringing planting areas to finished grade. Finish grade shall be such that the final landscape material (mulch, sod, exc.) is approximareh• flush wish adjacent paved surface after settlement. Correct all mislevcled or depressed grades. Planting: The Landscape Contractor shall also be responsible for installation of all planting areas, maintenance and care of plant material, clean-up, guarantee per speciflcallons, fertilizer, mulch, ate., in accordance with procedures outlined hcreinu0er. Approval, Acceptance or Sulx[i[ution: 11'here called ('.rc approval acceptance ar pcrtnission to substitute, same shall be m writing by the Architect. PART2-PRODUCTS 2.1 PLANTING SOQ. FOR TRF.F.S ANll SHRCE3S Planting soil for tins and shrubs shall be either a 3-way mix, consisting n( I._ svil, I `4 humus, and 1~4 rnanttre by .ulume, ar a 2-way mix consisting of .'3 soil and 13 organic mantt by volume. 2~4P~S2L4 Provide new topsoil which is natural, fertile, friable sandy loam, with the following chazacteristics: Soil shall not contain any debris of more than 1" in diameter, and the content of vegetable material shall be LANDSCAPE DEVELOPMENT 0810 028(10- I i)1~'ISION a? - SITE U"~~RK Icss than 5°5.. Soil shall be free of noxious seeds and capable of'supporting vieorous ~owth. Soil shall not contain more than 5" water by volume and shall have been obtained from a naturally we[I- drained area. Soil shall na be exixssively acid or alkaline or contain toxic subriances possibly detrimental to plant growth. 'topsoil far turf areas shall have a minimum organic matter content of 5%. Planting areas shall have a minimum organic maner conten[ of 10:'0. Topsoil shall not be obditxd from bogs or marshes. Box peat and sand arc unacceptable u topsoil. Existing nn-site stockp[7ed topsoil may be used upon approval. Existing topsoil must be free of weeds ao extraneous material and treated wi[h gypsum to reduce its p[i to not higher than B.O. Provide four random pH tests on trea[cd topsoil, performed by an approved laboratory. Retreat topsoil ns required to reach specified pH Iced. 2.3 TREE S"I'AKIKGMAfER1ALS Tree staking materials shall be as indicated oa the drawings. 2.4 FERTILIIFR Approved brands conforming to applicable State fertilizer laws. Uniform in composition, dry, frec•flowing, delivered to the site in original upopened comainers, each bearing the tnanufac[urer's guaranteed analysis. All fertilizers must be EPA approved. Plants: F-10-8 Irrtilirer for trees, Shrubs, and ground covers. `U°o of the nitro8cn shall be derived frOtn Vivofortn "Blue Chip". and 50°~ of the potash shall be derived from sulfate of potash-magnesium. In addition to the above, the fertilizer shall contain ?;'o F.T.1:. and 0.9". o Muhitrucin. 'I'rce and shrub fertilizer shall he retained by Taylor swndard sieves as followx: No. 4 sieve retains 0% No. 20 sieve retains 65°.~0 No. 80 sieve retains 100:-0 Turf; Initial Application: 10-10-20 or 16-1b-16 fertilizer, W°~0 nitrogen from 38:o urea formaldehyde. 'turf, Iv[aintennnce Applica[iuns: IS-7.7 knilizer. I'eblcts: Agriform 21-gram siu, ?0.10-5 fertilirzr rabkts. 4 trhlets per tree, ?per shrub, 1 per groundcuver. Other fertilirxr and soil amendments ns necessan to achieve topsoils and planting mixes. ~.5 PLAV'1' MATERLALS General: "fhc Contract will be based on the bidder having verified prior to bidding, that all plane of the size. species, variety and quali[g no[ed and specified can be famished. tJualin: All plants shall be nurser •gruwn, of normal habit of growth, healthy, vigorous, and free of distase, insect eggs and larvme. Plants shall not be pruned prior w delivery. Grading of plant material shall be in accordance with ttte cede of standards of the American Association of Ntuscrymen. Plant Sim: Plant sizrs shall be at Icusi equal to the minimum size specified in the plant schedule. Any undereradc plants shall be removed and replaced prior to pruvisiooal acceptance. LA_\llSC.APF. pEVI:1..OPMENT 4810 0?R00-? DIVIS[O~ A2-SITE WURK Container Stock: Shall have been grown in iu delivery container for not less than 6 months, but for not more than 2 years. Any rootbound material will not be accepted Container stock shall not be handled by trucks, stems, or tops. Anti-Desicant: "Wilt-P[ut" or an approved anti-desicant shall be applied w all plant material planted later than Junc Is[ and up to October I st. Apply in accordance with manufacturer's recommendations. ~.6 TTi'DROSEED Local variety seed mix and mulch of highest qualin•, free fiom weeds, inserts, noxious seeds. Minimum tree cultivars as approved. Seed at minimum rate of 81bs..`1 WO s.f. or ¢reater if recommended by Suppler. Perennial Rye ("Trimnph" 3-way blend) 75% Fine Fescue 25°.0 Hydromulch: Silva-fiber or approved at minimum rate of 2000 lbs. ~ acre. 2.7 M2TI.CH Mulch shall be ground fit or hemlock bark of unifitrm color free Gom weed seeds, sawdust and splinters, and shall not contain rosin, tarutin, wood fiber, or other compounds detrimental to plant life. Degree of coarseness shall be as selected by the .Mchitect. PAKT 3 - Uv(ECUTIO?7 3.1 PRFCAUTIQNS Take precautions to protect new and existin; plant material. Replace all vegetation damaged by the work of this Contract, at no additional cost to dte OuRter, with materials of the same size or lamer, of the same species and in vigorous health and under the rcyuiremen[s of the euamntee titr the nark of this Contract. 3.2 LAYQ~_T Friar to commencement of planting operations, all tree locutions shall be staked and marked for variety. Verify locations with Architect or with his representative. 3,~ FI1~F GRAllTNG Provide fine grading at all landscape areas. Place a minimum rolled thickness ol'3 inches of topsoil a[ all Iswns. 3.4 FFRTILV_ER Plants: Fertilizer 6-10-8 shall be and mired thoroughly into the soil at the fellwvine rates: I Ib. of 6-10.8 pc7 inch ulipcr of Veer, measured 4' up from ground 30 Ib. of 6-10-8 per 1,000 sq. ft. in all ground cover and shrub areas Lawns: Fertilizer ~-10-10 shall be spread on urp of lawn areas at a rate of 20 Ib. per 1,000 sq. fL 3.5 1'ItLLS 'T'ree pits shall be excavated per tree planting deutils. Adjust depth of pit to allow for cushion of plrmting soil, being sure that the pit has druinagr, both vertically a»d laterally. After setting w proper grade and backfilling with planting soil, the planting pocket shall he water paddled to eliminate any voids. Bring backfill to linisited erode. forming saucer for watering. then stake as shown. L.+~\USCAPE DEVEi.(JYV2ETiT 0810 02-8(103 UIVISIOti #2 - S1TE WORK 3.6 SIi12Uf3S After outlining shrub bed and excava[ing to appropriate depth, minimum 13", add planting soil. 2-aay mix. Fstabiish plant spacing and excavate plant pits to a diameter 12" greater than the spread of the roots. Sct plant on planting soil cushion, remove burlap on B & B material, backfill [o finish grade, and mater puddle. Smooth surface of planting bed and mulch with 2" of bark mulch. 3.7 bfttLCHII~iG .All planting beds shall receive 2" of mulch. Uncover all plants buried or partially covered by mulch. 3.8 PLAVTLtiG SEASON Ptah[ between October 15 and April 30, except during freezing weather. Written permission must be granted to plant at any other time. ..y CLEAT: UP Clew up during progress of work, and upon comple[ion. Remove from site all cans, surplus subsoil, and other debris resulting from planting and grading operations. Neatly dress and finish landscaped areas. Leave project in "Firs[-Class" quality condition. ••ENn ar• 5erno;: 0300• LANDSCAPE• DEVELUPIvtF\7 0810 Q2ft00-A UIVISIpN ;2-~fIEw+ORF: SF.CTI~ N OZS I O - Ili1tIGATIUN TART I -GB~LIL~11~ I 1 WORK INCLUDED IN THIS SECTION Furnish 5na] system design and all ]abet, equipment, mtuerials and appliances and perform all operations in connection with the satisfacwry installation of d?e irrigation system, complete and ready to operate in strict accordance with specifications and drawings. Any item of labor, material or equipment not spccilicd or shown in detail but incidental w or necessary for the complete installation and proper operation of the system shall he famished by the Contractor without additional cost to the Owner. Aefore proceeding with any work, the Coutractor shall inspect the site, carefully check all grades and verify all dimensions and conditions affecting the work to satisfy himself that he may safely pnx;ecd. Architect or his representative shat l judge whether fmished work is satisfactory. If, in his judgment, material nr cyuipment has not been properly insta71ct1, C.UnCaltOr shall replacr material nr cyuipmcn[ and reinstall in a manner satisfactory [o the Architect or his representative without cost to the Ownet. System shall be designed to achieve full coverage of planting and turf areas. Area adjacent to the building shall be watered from IRO deg, sprinklers placed along the building. Water ;hall not spray onto the building or walk pavement area. Provide canes as accessary to maintain proper sprinkler flow. Submit proposed design to Architect for approval. Provide capability to completely blow-out system for winterization. kefer to Sections 01800 and 01900 for general information regarding project requirements under the State Evergrcem Sustainable Development Standard (ESDS). 1? PROTECTION OF_FXISI'ING PLANTS AND S[TE CONDITInNS The Contractor shalt [eke necessan~ precautions to protca ,ire eonditioms ro remain. Should darnagc be incurred, the Contractor shall repair the darna~e w its original catdition at his own cspense. Laws, codes and ordinances take precedence over drawings and specifications. Conmctor shall take out and pay lix all permits and inspection fees required for the work. All work rcyuired by rules and regulations in addition to that described or shown on the drawhtgs shall be included in the work without additional cost to the Owrcr. La .4S BUILT DRAWLNGS ' The Contractor shall furnish one set of as-built drawines of the irrigation system as a condition precedent to final payment. These drawings shell show deviations from the bid documems made during cunswctiou and shall also indic:ue and show approved substitutions of size, rrtaterial artd nramutacnrrer's name and catalos ntnnber I;5 _ __I~~fECT1ONSA\U'fL"S'f$ ' Nutitication: Where inspection is required, the Contractor shall notify the owner at least 48 hours in advance. The I'ollowin, inspections are mandatory. Hydrostatic Test: As soon as the main lines are connected. Gushed out and all valves are attached, all the outlets ' shall be closed and the lints tl?orousJtly tested in the presence of the Owmcr. No caull:ing will be allowed in any of these joints. No backfillina shall be done prior to testing. System shall maintain I ~Opsi rninimwn for 1-hour. Lines which exhibit loss of pressure exceeding Spsi shall he rejected. ' Coverage'fest: W'1?en sprinkler system is completed, the Contractor in the presence of the Architect, shat I perform a coverage test to deamtine if tm11 head-to-head .roa~rage of water afforded ilre cvlaruine areas jg cornple[e and adcm?ate, T'he Contractor shall furnish all materials and perform all work required w ntncct any inadequacies of coverage disclosed. Approval of the Contractor's sti~stem design does not exonerate the Contractor from ' IItRICiAT1ON 0810 0281 fl-I DI\'1Sit iti ::~ - Sl'I L WORK accomplishing complete water coverage. 1.6 IySTRLJC TIONS'f0 t7~\'N~K Contracwr shall insnlict the dcsit~mated employees of dte Owner in operation. repair, and care of tL•e equipment and systems and shall provide complete maintenance and instruction manuals. 17 GUAR.ANTfE Length of Guarantee: A II work in this Section shall be maint3uted and guaranteed for a period of one yeaz from date of final acceptance. The guarantee by the Contractor is irrespective of shorter time limits by any manufacturer of cquipmeut he has famished. Damage to System: Should any leakage. malfunction, or odttT failure develop within the time specified above, due to faulty workmanship, cyuipmem or materials, it shall be corrected by the Contractor u~thout expense to the Owner. Any settling of backlilled trenches which may occur during cone-year period after completion shall be repaired by the Contracor without expense to the Ouver, including the complete restoration of all damaged property. Any and al) damage to raimvater drains, water supply lines, has lines, and or other service lines, occurrutg through Contractor's act of negliocnce shall be repaired and made e?ood by the Conaactor. 1.8 SOLIKCE OF 1t'ATF:R SUPPLY The source of water supply shall tk as indicated on drat+~nes PART 2 - YKODI JOTS All materials and equipmem shall be new and of the best commercial grade of its several kinds. All items of cyuipment or materials shall he as indicated or specified by patent or proprietary name and. ar names of manufacturer, or approved equal. Contractor shall submit for approval nvo (2) copies of materials he proposed to utstall. All materials and eyuipmen[ ;hall be installed per manufacturer's specifications. 2.2 PIPE AND PIPE F'1'I'i'ITJGS AI(pipe shall be polyvim9 chloride, conforming to Cortuuercial Stsndard CS 256. All main line and material pipe 2" or less shall be Schedule 40 PVC pipe. All pipe heater dtart 2" shall be Class 3li PVC. All plastic pipe shall he continuously and permanently marked tvitlt the manufacturer's natne, kind of pipe, material, size IPS, and schedule of type. Risers on all sprinkler heads shall use nvo I '2" TT "'vtarleti' 9[} dc, ee street ells. Aii plastic fittings and connections shall he rigid PVC Schedule 40. The pipe and littings shall be stored under cover before using. .Any pipe that has been dented or damaged shall he discarded until such dent or damaged section is cut and rejoined with a coupling. Wddcd joint; to be given a[ leas[ 15 minutes set-up curing time betbre moving or handling. Pipe shall be snaked from side [o side of trench bovom to allow for expansion. Joint, .zhall be left exposed liar inspeuion during pressure test. No water will he permitted in pipe until 24 hears has elapsed for sohent weld settinn and curing. System shall be tested under normal working pressure and proven tight before work proceeds fttrttter. All pipe lines which run under paved stu3aces shall be sleeved with Schedule AO P4'C and at !east twice the sire of the diameter of[he pipe.. 2.3 SPRTNKLLK HE:1nS Shall be as scheduled un the drawines or as approved nn Contractors submitted system design. Ad}ual fialf, quaver, and part circle heads as requu'ed for covcrege. Make minor adjustment w avoid piautings and other obstntctions. Do not decrease numher of heads indicated without approe'al of Etc Architect. IRRIGATION 0810 02310-2 2.4 DRAIN V4LVLS The Contractor shell provide and install automatic drain valves, Toro 2902, or approved equal, at least one per zone, at lowrn elevation(s) within line. Otherwise all drain valve locations shall be clearly shown on final record drawings. as required. Install a9 per manufacrtuer's specifications and detail drawing. Provide gravel slump (minimum 3i4 cubic foot) for each drain valve: also place a 3" sleeve twice the length of the drain valve to cover and protect from siltation. 2.5 MANUAL DRAIN VALVES Manual drain valves shall be 12" Calco X122M globe valve, or approved equal, and shall be placed dovvnsveam of water meter and upstream of the backflow prevention device. A manual drain valve shall also be positioned within the tnain line downstream of the backflow prevention device 2-6 VALVE BOXES Contractor shall provide and install "Carsonite"urigation valve boxes, Ametek plastic meter box, or equivalent at valve locations. Manual drain valor boxes shall be c-1%4" Palyiron valve box Ametek ~ 10-I I 1-036 with cover No. 10-] I1-0?1,1Veathermatic rr957V B plastic valve box, or approved equal. 2. % VA~'(JUM BREAKER Install one Wilkins double check type backflow prevenuun device, ur approved equal. The buckfow prevention device shall be placed in a below grade vault. Allow sullicicnt size to allow servicing of backflow prcventer. Care should be taken to place vault so Thal it will be hidden by subsequent plantings. 2.8 AIJTOMA'f1C CO`TROLLER Shall be Rainbird 6SP-LX series with F.T ktanager Cartridge wall mounted, awomatic controller, or approved equal. Locate az directed by Architect or his representative Note that controller is only symbolically located nn drawings. 2.9 AUTOMATIC CONTROL VALVE Shall be Rainbird PGA with PRS•D rcgtilating modules or XCZ serirs for drip zones, or approved equal, ekcuic valve with prnsure regulator device (PRS) attached. Siu of control valve shall be as required by approved system desien. Valves shall be manually adjusted by the Contractor to obluin the optimum P.S.1. requiremrn~s ol'~~ch lateral line and to azsure that each head is functioning to the reyuirod radius as specified nn rho drawings. Control Wue for Amotnanc Valve Operation- 1. Control woe must be insulated singk suand copper desigaed for ?~ volu and UL approved es Type I1.F. (Underground Feeder). 2. Copper conductor mwt meet or exceed ASTM B 3 spccifcations. 3. Red- white, orange, and black colors must be available. 4. Minimum woe six shall be X14-IL'F. Follow manufacturer's instrucuoos for sizing wire for Automatic Velvcs. IRRICiAT1ON 0810 U2R10-3 ntvlsloN «1 . sITE a~oRlc PART 3 - EXECUTION 3.1 ~I 1NCf AND BACKFILLING Trmcha shall be straight with bottorru of uniform slopes and of sufficient depth to eive minimum cover fix all litres as follows: Main and supply tins, 18", Ixanch lines, 11". Topsoil shall be carefully conserved and not mixed with subsoil Rnttom of all trenches shall be free of rocks, clods, debris, and sharp objeca. Trenches shall be backfilled wltlt excavated earth aftLT all clods, rucks, or large lumps have been removed. The earth shall be moistened and compacted u> the density of the adjacem undisturbed subsoil. Backffll when pipe Is not in an expanded condition due to heat or pressure. Cooling of the pipe can be accomplished by operating the system for a short time before backfilline, or by backfilling in the early part of the morning txforc the heat of the day. ? CON'1"ROI. W'IILE (:ontrol woes arc w he taped together at $' intervals; then this bundle is to be taped to the bottom of the supply line at 10' intervals with at least 3 wraps of electrical tape. .411 splices must be encapsulated and contained in valve boxes. Splices will be permitted only at the valves and Clever benveeq valves or valve and controller. There must be a separate lead or "hot" wire to each automatic valve, unless the contracux chooses to utilize a two•wire control system. (hte common neutral wire will be acceptable. Chte unconnected spare control wire is to be run Gorn the conroller through each intermediate control valve box 1'he control wires shall be rnlor coded as follows: Neutral 14 ire • white Lead-in Wirc • black F..xtra Wirc • orange As the control wires are being installed on the bottom of the PVC supply line with electrical tape every I0', a bare copper wired 11 or detectible warning tape, or erecter will bt installed oq ~ o(the PVC supply line for the purpose of possible future line detection search ?-~ TES'1'IN(i Perform hydrostatic test in presence nl' Owuer or his representative belitrc backfilling trenches. I csting shall be conducted no sooner than ~4 hours alter all soluble weld joint opera ions. ••END OF SLC 71ON 0_R 10" IRRIC;ATiO~7 OR10 U2R10-! UIVISIR.N ;.3 - t'OTJCRETL SF,CTCO V 03300 - CONCRE T'E PART i - CiLN1'AAL I.1 DESCRTPTTON OF WORK Provide concrete work ac shown on the drawings and specified herein. Comply also with Division I requirements. Ref-er to Scctiutu U18U0 and 01900 for general information regarding project requirements under the State Evcrgrcca Suslaiuable Develnpmznt Standard (ESUS}, 1.2 Ol)Ai.ITY ASSURA!\C'L Comply with provisions of the following, except as nihcnvisc indicated: ACl ,01 'Speciticatiens for $uvcmral Concrete for Buildings; ACl 104 ~Rzconunended Practice for M1ieasurine. Mixing, Tmnspntting and Plaeutg Concrete'; ACT 311 'Rwommrnded Practice for Concrete Inspection'; ACd ?IR '13uildmg Cnde Requircmznts for Rzinforced Concrete'. 1.3 SIJRMITTALS Product Ua[a: Submit manufacrurer's product literature fur proprietary materals, nuluding admixlurzs, joint system items, chemical hardeners, curing compounds, and other arms as may be requested by the Architect. Shop Drawings: Submit shop drawdngs Cor fabrication, bending and placement of concretz remforeemcnt. Rcinforeeanent io be in compliance wrrh ACl ? I5. PART 2 - PROI)l!CTS ~.I CONCRI:'I'~ Use ready-mix concretz per ASTM C94, using Portlturd cenrznt. ASTT•7 0190. \fix pmporiion shall be in accordance x~lh codes and Cuntt'aetor shall be responsible Cur the yualily of coucrrte. Provide fiberglass rovings in concrete fix interior dabs-on-grade. All concrete shall uttain a mioimum compressive strength of 2500 psi al 28 days, except concrete exposed to weather shall attain a minimum compressive pressure ctrengih of 3500 psi al 28 days and shall have 4°/, to 6% air entrainment per :4Si \4 L'231. Provide minimum 3 sacks of crmrm pet ~ uhf;: yari .,f conrn,tc Slump ,hall he 3" for slabs. curbs, walks, and footings, and 4" fur all o0er cnncttrte. Dry pack shall be a 1:3 cznteut to sand mix avid, only ~ ne~ugL :.:+l~t .°J:ird as required to rztain shape. 2.2 FORMWORK Contractor is responsible tix eonsltucliun artd safety of all fbnnw'ntk. Fnrnrwork shall br cunsUucted to meet u9rrances and appearances sprcilicd or shown. Form release materials shall hr. used as rcywnd to prevent damage to concrete and R? alla¢t specified appearance. 2.7 RFiNFORCEbtE:Vf' Reinforcing bars shall he deformed. grade 40, meeting ASTM Afi I i. Securclp lie. in puce and support bars in slabs and bcants on wrell cured concrete blocks ur metal chairs. Provide the following clear embedment of ban', concrctc against coil. 3"; fonu.d concretz against soil, 2": walls exposed to wgathzr, 1-Ir'2", wnlh not exposed to w•zather, 3f4"; slabs nn grad:. 1-1~2"', columns exlx~sed to weather, 2": columns nut exposed to'.veather, I-1:2". C(JNCRFTF 08iU o~3no-1 Pi\~1tili~N ~~=-CitKCREIL Dowels shown to tie patios and sidcu•alks to the foundation ntzty he drilled-in and epoxied 12-inch Inng q4 bars PART ~ - EXLCL"1'[ON 3.1 c;FT~LK.1L PrOVidc uniform dense concrete of reyuircd strengths with untfonn homogeneous color. \Vhen concrete is exposed. correct all imperfections of material and wot'lananship to provide finished appearance specified. l~orm and place concmtc to mauttain nli~Cmment, grade and dimensions for members ufsrructures shoum. 3.2 YLACFMF.NI' Verify that subgrade is compacted to 9~% relative compaction per AST?9 ll-1 ~S7 (modified proctor). Allow other trades to install rmhedded items. ('heck for embedded itetus and+or required openings for all nodes. Concrete shall be placed within the t2tlktu'ing tolerances: e•ariatiun in plmnb, 18" in 12', 1!4" in 4U' or mere: Incal dn•iation of surface, 1:8" m lU; variation w drickncss of concrete 6" thick or less, plus or minus I14";variation in aiiNnment, including curbs, l!8" in Ii1'. Cotrcction of deviations from this tolerance shall be as directed by the Architect, at nu additional expense. Unless adequate protection is providzd to prevent damage to finished concrete surfaces, do not place concrete during rain, sleet or snow. Rcinforcemzut, forms and ground which concrete Fill contact shall be free of frost. If the [empzralurc is below 4U degree; F., or when conditiotu indicate that the tcmpemmre may fall below 40 dep:.rres F U~~itl»n 72 hours oI placement, obtain dte appmval of dtc Architect beSore placing :,cmerete. Aeeekrators such as calcium chloride shall not be used, except with thz approval of thz Architect. If the temperature is 80 degree F nr above. 1ir11ou' measures to prevent loss of slump, Flash set of rnld joint. Retarders shall not he used, except with the approval of the Arcttitcct. \\•'el cure concrete for seven days, protect fmm frez2ing. .4n appri,ved curing compotmd or poh~ethylene film may also be used for curing. Provide expansion joints as shown on drawings. Sawcm (within 3 days} or key-form control ioints. z.3 1'INISH Screed, float and trowel interior slabs [o a dense, hard, smooth surface, without trowel marks, pile, pockets, dcpressiotts oc raised areas. Lxccpt as indicated olhcr,vise, exterior walks and slabs shall have anon-slip broom finish texture with smooth tro+icl bonier at edges and comrul or cxpansion,joinls. Provide control joints as shown, or a distancr on center ryuul to walk width. Provide expansion joints m walks approximstely every 12', wherever exterior cancrrtc Ilatwnrk abuts a vertical surface, and as nthe.nvise indicated. Ioittts shall employ lit" pre-moulded john filler. Concrete exposed at the top of foundation walls, and at other minor or inciiiental places, sh:dl he smooth finish with square corners. Patch concrete and till tie holes for smooth surface, wish even and uniform texture and color. Latger areas of exposed concrete shall be "sacked" to provide smooth surface udth even anJ unitbrm texture and color. Form material shall he bfUO or plastic impregnated phvood withjoints evetily spaced. Grind interior ccmcrete slabs and loppines to a smooth and level transition at control and expansion joints, if ridges in cupping develops. •'@ND OF SEC' 110N 033UU'* i'fi~1CRFTF U310 0 ;3U0-2 SECTION 05(100 • GENERAL RL~UIREMENTS FUR METALS P.4R7 1 -GENERAL I .I UC•SCRJP'l ION OF YORK Fhts Section applies to all llivisiun 5 work, and outlines the general requirements for metals work. Comply also wish Division 1 requirements. Refer to Sections 01300 t+nd 01900 for general inforntatien regarding pmjecl requirements under the State Evergreen Sustainable f)evclopmcnt Standard (E$US). 1=2 _ DUALITY ASSCR4NCE Provide certification that all u•eldcrs on project are AWS certified, as rcquircd below. 1.3 SUBbi1T"PALS See individual Sections. Y.41t'f 2 - PRODUC.7S 2.1 URY'PACK Portland cement and clean sand, nuxed at ratio of one pan ccmcm to Ihee parts spud and with only as much water as necessary to form a bull. 2? FASTENERS Select bolts and other fastencn li?r the ry•pe, geode and etas; rcyuircd tar conditions of iaitnllaliun. Finished bolls and nuts shall conforn) [o lu+e~ carbon stwl, :1ST~t A3U7. Gradc:l. l)se only hexagonal design for heads and nuts Washers shall be type as approved So that contact surfaces will he parallel •.vit6 butt head and nut. For exterior use. or where built iota exterior walls, fasteners shall also be cadmium coated, \Vhrrc dnll~in anchors, expansion anchors or expansion hops are indicatrJ. pruvrde sclfdrilline concrete type ryual to 'Kwik-Bolts' es manufactured by McCullock Industries, Inc., of sizes as rcymtcd, with length and rmbedmc•nl per manufacnnrr recommendations so as [o Jcvclop the full strength of the bolt. Tighten all bolls securely and nick threads to prevent loosening. PART 3 - E~CIiCiI'flON 3.1 ST.ANUAKUS C'umply with provisions of the Ibllowing. except as uthcnvisr indic;nrd of specified .41SC'Code of Standard Practice fhr Steel [iuildutes and Bridge<'; .gISC'Specificatioro for the Design, Fabrication and Erection of Snvcmml Steel fnr Buldinta' including the ('rnnmennuy of the .41SC Cpecrfir,+tinns; AI$C Spectficatinns fnr the Design of C'old-Fnrnird 5tcrl Strzictural Mcmher'; A~1`S'Str'uc«iral N'clding Cnde':.AS I ~f A6'Geneml Requirements of Dzlivery o(Rollyd Stc•r! Plurcs. Shapes, $hertpding, and Ban for ~rmc«nal Usr'; Steel Sttvcmres J'aim Council (SSPCI'SI'-? PowrrTool (leaning of SP-? Ltrus6-Ufl 131ast Cleaning, ?? YREPARATtON ~'crify thm conditions are correct and proper for insuallation of products. Do not proceed wtth work until unsatisfactory• conditions tm?~r 6cYn corrected in manner acceptable tv installer. Venl'y job conditions, be responsible for same. (iF.N7-iWL RL(lUlKEh1ENTS FOR M1:T ALS u3111 owoo-1 nl\'IS1UV u5 . h1ErAl.S 33 F1T~1~H [asc cuts or shrared edges to a radius of approximately 1x32". Carefiilly grind smooth all exposed steel edges and corners. hot fabrication of work which will he exposed to view, use only materials which are smooth. hoc of surface blemishes including pitting, seam marks, roller marks, rolled Iradc names auJ roughness. After erection, prior to touch-up painting, remove oUjectiun:rble foreign material from steel. Touch-up welds, boltrd connections and all abt'aided'damaged areas in shop aFFlied finish with Geld applied touch-up paint. Where stud members arc exposed as finished stntcture, grind welds smooth. Finish holes, defects, other imperfections so surfaces ell he smooth when pavtted. Use only:~~1'S welders fbr wrlJing. ElectroJes shall he covered mild steel type complying with AWS Code. EiOXX. Grin) exposed we1Js smooth. Connection hetwzcn mcmher, unless otherwise indicated, shall be welded. Joints exposrJ to weather shall also he famed sod tvzldeJ to exclude water. Comply with .4 WS Code for procedures, appearance, quality ofwelds, anJ far me[hods usCd in mrtzctutg welded work. Welding shall he continuous slung entire line of contact unless othcnvise indicated. 1.5 FTELU "fOUCH-L?p For repair ul'galvanized finish, use high zinc-dust cauenl paint conrpl}•ine with tvITL-1'-21035. For repair oCptime painted fmish.. use satire metal primer as applied originally. **END OF SL•C 110N OSOUO" GL•1;GR~~L RF.~iUI1tL.>9ENTS FU)Z h4ETALS URIO 05000-2 ul\I~I~+n -~ - ~I~TALs SECTION OSS00 -METAL FA[3RIC.411ONS PART l -GENERAI- 1.1 DL•SCRLPTION OF' WORK Pro~~de all custom metal requinng custom lifting to suitlob conditions and:or not ordinanly available from manufacturer's standard later, as detailed or showm. Sea also Section 09000. Refer to Sections 01$00 aztd U19U0 fi+r general infbrntntton regarding project rcyuircmcnts under the State Evergreen Sustainable Development Standard (F..SDS). 1.2 SUEIMITTALS Shop Drawings: Submit complete shop druwings Ibr fahrication and itatallation of metal fabrications, including plans, clcvations, details and odter Drawings necessary to fully explain items. Show also anchnmge, fnetencn and ecccssorics. P.4RL 2 -MATERIALS z.l FLNISI~ Frtruus metals shall receive one shop coat of "Fnemec 99 Aletal Primer, Rust-Olcum ;769 Red Primer, Columbia Red Metal Primer or appmvcd equal, unless called ro he galvanized..411 exposed welds to he continuous and ground smooth. Rena called to he gah•anized shall have zinc-coating in conformance to the following: AS7 M A 1?3 for nllcd, pressed, and forged steel shapes: plates, bars and strip UR" 4nck and heavier. .4STai A I ~3 for iron and steel hardware. AS'f'\1 A 3K6 for assembled products and fasteners buih into exterior walls. Exterior fasteners shall be zinc coated. z.2 ROLLEU STL1L YLA'fES, SFIAPES. B:\RS .ANL1 KOUS ASTM A36. 36.000 psr yield point. ~.3 STFF.LTL:EIL- ASTM A501, 36.00(1 psi yield point, seamlr<s where exposed. 24 S'I EL"L PIPE ASTM AS3, Type'S'. Grady B, 5,hedule 40. PART 3 - E?TCUTION 3. I 1NS7 ALI-A'1lON ]nswll as shown nn the drawangs, as spectficd in Sccuon 0$000, and m accordance with approved shop drawings. :"END OF SFC 71ON 055U0's METAL F.48RK'ATIONS OR10 OSSOU I fIIV'lil( tN ern - A1`t,~OT) .C T'1.,1CTTi'C SECTION 06100 -ROUGH CARPENTRY PART I -GENLR.4L I.I DESCRIPTION OF WORK Yrovrdc carpentry work as shown and specified, Provide all materials and items required for complete installation of products including anchors, fasteners and other necessary accessories. Comply also with Division 1 requirements. Refer to Sections Ul R00 and 01900 for general information regarding project requirements under the State Evergreen Sustainable Development Standard (ESUS). 1.2 Sl;BV11TTALS Shop Drawings: Submit complete shop drawings for Prefabricated Roof'1'msses. Roof buss shop drowvtgs shall show layout, sizes, cotmec[ious, bracing, bridging, and other items supplieJ by the manufacturer or wunected to the rou(truss system. Also submit Engineer-stamped truss design drawings. YAR'f 2 - MATFRIAI..S 2.1 VOl-ATILE ORGANIC COMPOUNDS llMl'1'. tLEQUIRFMFNTS Interirn~ adhesives shall be low-or-nn VOC type. Products shall comply with Rule 1168 of the South Coast Air Quality fs7anagen,cnt llistrict. Pmvidc a submittal containing product literature for adhesives to be used, which provides docwnentatiou that VOC levels meet the requirements of Rulr 1168. \Vu,xi flooring adhesive VOC limited to 100 grams per liar or Icss; and Subflnor adhesive VOC' limited l0 5U gram.; per liter ur less. according to Rule f I6R f,7an 7, 2005), A copy of this suhmittal mull he rtrauuaineJ on-site during cnn;llvction. 2.2 LUMBER .4ND BLOCKING Uuuglax Eirlarch cmnplyiug with dry sim rcyuircmcnis. 545 to standard dimensions with eased edges. Use only sound and thoroughly seasoned materials of the longest practical Imrglhs and srzes to minimize jointing. Lise m~nerial free fi'wn w'mp and other Jcficis. See section 0631 I for treatment requirements. Grading attd grade marks to he per W\\'YA Grading Rules. Comply also with Y.S. 20. For materials 2" Io 4" Brick and 2" to •1" wide, provide C'onstrucuon Grade. marked S-DRY. For material 2" to 4" thick cmd 6" and wider. provrde No. 2 grade, marked S-DRY. 2.3 YLYN'OOD Plywood shall rncet the. requirements of PS- I, and shall have the grade trademark of the American Yh-wood Association. Oritnted Strand Roard (OSRI with APA grtde and rating equal to that sprcilied below may oho he used, PI}'w'oud Kuol lleck: 12" 32! I b C-D INT-.4PA with exterior glue, except prnvidr C-C grade where exposed at rout eaves and yokes. Floor Deck: I- Ir8" longue and GiVUVC,.4PA RATED SUBPLUUKll1NUFRLAY64ENT, Exposure 1. with I '4" crass-sanded plywood finish undcrlaymem at resilient Iluuring areas. Optional Floor Drck System: 3 ~1"'Tongue and Groove. 4U.2U APA RATED SIIEATRING, Exposure I, with 3%2;" ur 1: 2" AYA UNDE'RLAI'b4EVl, Sonded Facc, Exposure I, tlrrougheul. Cldrer phwood shall he as indicated on the drawings. kOUGFI C:1R-I'ENTRI' U81U Ori 100- I UI V ISTI N q6 - 1VC=tc)D .t: P1.:1 STTC'S 2,~1 GYPSUM SHF..ITIIING Gypsum sheathing shall he Georgia-Pacific, Uens(ilass Gold or approved equal, I%2" thick, syuare edges, 4' x R' sheds. 2--~ PREr.4I3RICATEp ROOT "CRl1SSES Prefabricated roof wsses shall be fabricated with wand chords and verbs, fastened whit metal connector plates and shall be ntanufacturcd in aceorJanec with HLiU HanJhonk d9iU.2, llesi~m Criteria for'frvssed Rafters znd the'Iruss Plate institute Specifications. Submit shop drawings anti Engineer-stamped truss design dreaings ro the local building official and to the Architect for approval. Design loads shall br 40 pound live load, 1 ~ pound dead load (55 pound rotal load per syuare feo0. Additional drawings showrng layout and detail necessary for determining tit and placement in the huildine are to be provided by the manufacturer. Trusses shall be mnnutacmred in a plant approved for fabrication by dre building code. Trusses shall be custom designed Iv ft the dimensions anJ loads i» dicatrd on the plans. All Designs shall he in aa~r;rdmtcr with albw'ablc values assigned by the building cede approval. Complete design calculations showing internal layout, member forces and stress control points are to be available upon rryucst for each truss design. The design of each tnrss shall be under the supervision of a Slale of Washington Registered Professional Gnginccr, and heal the Engineer's seal. T)rawongs shall be furnisheD by the manuf:~chtrrr showing all critical dimensiors for Jctcrntining fit and placement in the building as wrll as the loads the tnrsscs are designcD to suppett. Thesr drawings shall he appmvrd prior to fabrication. hletal plalcs shall he hot dipped gah•anized stcrl, AST\i A44ti Grade A. ?_ 6 GLUL•U LAMINATFU REAIo7S GIucJ laminated beams (GL) shall comply with AITC i 17 anJ A1TC A 190.1. llellcction shall not cxcud 1;360 span. Beams shall hoer a minimum bending stress value of 2200 psi. Provide steel h~pr Peslcncrs compirre Cor installation of all work under this Srcliun. l!nless as othrru•isc indicstcd. 5¢es. Rites, and -%µiantitics shall he as require) by the iRC Nailing Schedule. For installation conditions not cotcred by the IBC Nailing Schedule provide sizes, type and gw'rntitirs as directed in order to install products rigiJly anJ pcrmanendy in place. Provide nails exposed to mcnsiure with hot dip galv.-tnizrD finish. Plastic plugs ur inscrls not permitted Bolts shall conform to AS1;11 A3ti7, Grade A, low carbon steep and shall he of lengths anJ sizes as required, and shall he provided with stcrl washers of types as rcyuired so that contact surfaces will be parallel veldt bolt bcaJ. Anchor bolts with e.xposcd shields shall be of hies as apprusrod. Priming anchors and connectors shall be ax indicated, as roanufacturud by Silver, Clcvcland, or approved ryuul. Any referouce to a specific manufacuuet nn the dratings is only flu the convenience of the Contractor. :: l Ik5T;11L4T1ON - GENER:IL Anchor materials selidty in manner directed. as shown nn the drawings. and in accrndanre with the lntemational Building Code anJ higbcxt indushy standards. Provide blocking as rcyuired for ptuducts spcciticd elsewhere, including bnt not lim»cd to diaprry rods, badueom actessotirs, cabinets, light rotd plumbing tixmres anJ railings. Provide fate bluckin~ as required by wdc, so that maximum dimension of any concralcd apace is not more than R'. KOUGH G1R.PLNTTiY 0810 oc; I oo-z DIV1S1C1N #6 - 1L'QOT) <£ PL:ISTK'S SoRils shall be fully clescd otl tram abumng walls, 3.2 fN~7Af..t.ATfiaN- fT.FFaHRIGtTFDRt3~+F IRU~SLS Trusses, if sexed prior to erection, shall he stored in a vertical position and protected from the w•eadter. They shall he handled with care so dtcv are net darnneed. Trusses shall 6c erected and installed in accordutce cVith the plans, approved shop drawings. and installation suGgestions. Temporary u?nstructicm loads which cause stresses beyond design limits arc not permitted. Erection bneirig and bridging is to be provided to keep thcjoisls straight and plumb as required and m assure adcyuale lateral support for the individual trusses and the entire system anal the sheathing material has been applied. The Cunlracror shall Rive notification prier to enclosing the trusses to provide upportunip• for inspection of the installation by the manufacturer. Provide Simpson H-1 ur H-2.5 hurricane clips at built ends of every o[her truss (-0R inches ac. maximum) lu fasten tnresec to double tap plate of exterior ialls- Desigtt and inclallaliun of crcaiun and pennanetn bracing shall be the resprntsihiliq• of the manufacturer and%or Cn»rractor: and shall tx•. indirnk+d on the draining stamped by the ntanafacturers Engineer. (1X10 ROUGH CAKt FN'1Kl' 6ti l Iw-1 U1V'ISIO~ r6 -WOOD & PLASTICS SECTION 06200 - f•'N1SH CARPENTRY PART 1 - GENERAL. I.I DESCRIPTIUN OF 1VORK Yrovtde finish car)tentn' as shown and specified. Provtde all materials and items required for complete installation, including anchors, listeners, and other necessary accessories. Comply also with Division l requirements. The following items are specified elsewhere, but shall be installed under this Section: Finish hardware, doors, windows, door louvers. all Division 10 products. and other items as maybe appropriate for installation by this trade. Refer [o Sections UIR00 and 01900 for general information regarding project requirements under the State Evergreen Sustainable Development Standard I[SUS). 1.2 SU13M1TTA[S Shop Drawings: Provide complete shop drawings for materials. Show profile, grade, and texture of wood membtrs. 1.3 MAINTENANCE-+REPAIR MATERIALS Furnish one unopened package pf siding, 24 lineal feet of exterior tom, and -10 lineal feet of casing~'base material to the Ownrr for future use, PART ? -MATERIALS 2.1 CiENFRAL Use only well-cured materials. 2.2 VOLATILE" OR<iANTC COMPOUNDS LIMIT RF.OLIiREML-NTS [nterior adhesives shall be low-or-no VOC hpc. Products shall comply with Rulc I I (iR of the South Coast Air Quality Manaeement Distract Provide a submittal containing product literature for adhesives m he used, which provides ducumcntation that vUC' levels meets the reyuiieutents of Rulc I I(iR. 1\'nod Oooring edhesive VOC limited to 100 grnms per liter ur Icss; and muhipmpose construction or drywall adhesives VOC limited to SO gems per liter or less, according lu Rulc 11bR (lnn. 7, 20US1. A ropy of this submittal must be maintained on-site dunng L'On3l7UL'llOn. 2.3 I URMALDL-HYDF-FRE=E ILLtZIi[REMENTS Interior composite wood products and adhesives shall he lice of urea fomraWchydc. Pnvide pn~duct data indicating that composite wood pn+Jucts and adhesives used fur interior finish work contain nu urea formaldehyde. A copy of this submittal roust be maintained on-silo during construction. 2.4 FXTERIURIv1AfER1ALS Exposed exterior wtxxlwork shall be No. I Select, minimum >i4" thick 14estem Rcd Cedar or manu[tctund [rim. All outside finish shall he as shown and detmled. Surfaces shall he Icll clean. with tightly fitjoints. Pitdt pockets [salt not he accepted mrd all nails shall he set Flush with finch aurtucc. Siding shall be James Hardie Corporation I lardi-soffit panels. vemilared and non-vcnlilated as Chown FINISH C'.4KPFNTRI' UR]U O(i2UU-I llI\~ ISI(>N r6 - N'OUD fi PLASTICS 2.5 IyTERiOR tv141'ERLALS Provide inferior finish wood and millwork as follows: Door and window trim end casing, wall base: StaineJ and lacquered hemlock. 2-1.'4" Colonial style, ",S6 pattern Prefinished material, such as Saudcr "Strand Oak" ur "Golden Oak;' is acceptable as approved by the Architect. Shelving: Painted .i;4" [fuck high density particle board or plytiveod wish solid pine edging; ur i;4" thick preimishul wood shelving; or metal wire shelving as approved by the Architect. Closet Rod R: Shelf-: Standard round wood dose[ rod, staured or scaled, with wall supports at ends and preGnishcJ metal infcmrcdiate supports at 32" n.e. maximum. Shelf shall be as specified above. Pitch peckers, rough spots, parching, etc., will not be alluwzJ and all grading defects must he eliminated. Slor;k shall he thorroug}dy seasoned, steanreJ and kiln dried, maehure and belt sandzd at the mill and exposed pane hamJ .mouthed with No. 0 sandpaper on der job. All sanding shall be with the grain only. YAK"(3-EXF.CUiION 3.1 1NS'1'.ALL\TION - GGNEIL'1L Scribe and fit materials to adjacent work. \4'hen•. exposed to prevrnl splitting wood, pre-drill I•or fasteners. Use concealed (aareners whenever po.esibie. Szf nails where exposed 0., view and putty }rolzs. hiitcr casing and nwuldings, cope bast, and cut splices at 4t Jcgrcc angle. Llse as lung lengths as possible. Kcrl hacks of members 5" ur wider and 5" or thicker. Exposed exterior fasteners shall be hot-dipped galvanizrJ steel. z.2 INSTAI.I.ATION -SIDING Installation of siding shall be in strict acconinnce with the manufacturer's inswetions and specifications. Installation shall also conform to the applicable FILA h9inimum Property Standards. ~.3 SYL=CLAL RFOI?IRED11•'N'1:S FgR DIVISION 1i_I'RODUC_TS Drill and tap on dre job ac required fur proper installation of surface-applied hardware. Install doors of all types complete with finish harduare_ Tnstall all othcK Snish hard\carc scheduled and•'ur required to complete project. Accurately fit donee ro &amc and adjust to operate smoothly, without sticking and binding. Leave in proper operating condition. Adiust doscrs to properly control the rare of closing and latch the lock. Lubricate hardware in accurdancc with ntar!ufaclurersioswetions where ao required for proper operation , f hardwaro. Cuvcr mid protect Juring censtnrction prriuJ, exposed surfaczs of hardware, so as to avoid damage to finishes. Hardware shall be perfect fit, unifi+nn in color, flee from imprrlrctions atlectinr servicrabiliry or appeannre. ••EKI) OF SLCTKrN (162041+~ FIN1S11 CaRPI-N'fR\' Og 10 06200-2 DIVISIt V 46- GVUC'D ,ti PI.ASIICS SECTION 06311=F?RESERVATIVE TREATED ROOD PART I - GLNERaI.. I I DESCRIPTION OF N'OKK All wood in contact with concrete shall be pressure treated for decay resistance. Provide treatment ekewhcrc as indicated. kefer to Sections O18U0 and 01900 for gen0ral information regarding project requirements under the State Evergreen Sustainable Development Standard (F.SDS). PAR72-PRODUCTS 2.1 TREATMENT Treat wood with water borne preservative to A~VPIi LP-2 stump. TREATING PLANT Plant shall he authariud by prcscrvativr material manufacturer to use its otaterials. PARTS-EXLCU17ON 3.1 INSTALLATION All cut ends shall he painted with sn approved solution. 5re also Section UfilUO. "FND c?f , r-t TION OG i I I" PRESEIL\'A'fIVL- TREATFll WOOD (1R 10 OG_ I I - I DI\'IS(ON n7 - THERNI:IL ti J]U1S7 URL PROTFI.T 10(; YAR'C I - GENERAL I.l DESCRIPTION OP W'OKK Provide dampproofine as ;Down and specified. Provide materials and items rcyuittd for complete installation of products. including fastcn«rs and sealing tape. Comply also with Division I rryuircnxnts. Refer to Sections 0186U and 01900 for general intermation regarding project requirements undo the Srnre Evergreen Suxtainablc Dc•,elopment Standard (LSDS). YAk"C 2 - YRODL!C7S 2.1 SLAB-ON-GIL1DF. VAPOR BARRIER Provide G mil polyethylene vapor barrier under interior dabs-on-grade. 2.2 \4',1L1_ VAPOK BARRILK Provide 4 mil polyethylene vapor barrier at exterior walls. 2,3 SE,4LIy(i_T'APk Srandard 2" wide duct tape. PART .i - EXECLCTION 3.1 INSTALL.A'CION Install slab-on-gradr vapor bamer over underslab fill, lap joints I'_" and mm dnwm 3" on inside lace oC foundation wall. Install wall ~ apor barrier en inside face of insulated exterior smd walls and lap joints 6" with laps allowed only over solid backing. Seal all vapor ban'ier punctures, tears and penetrations with sealing tape, "LND OF SL-CTION 07150" D:IMPPKOOI7NG US1U rr l s(t- I fflVISION v? THFRAiAL K ~fOiST1iRF PROTECTION si'C7JON 0720[1- II~'St J1.ATION PARTI-GENERAL 1 DESCRIPTTON OF WORK Provide insulation cork as shown and specified. Yrovide materials and items required for complete installation, including fas[eners, sealer and other necessary accessories. Comply also with Division I requircmencs. Refer to Sections U1ftUU and 01900 for general information regarding prniccl rcyuvements w[der dae State kvergreen Sustainable Development Standard [F.SDS)- 1.2 SIJA\iTTT-ALS Manufacturer's llata: Submit product litenmre for all materials, indicating conformance to the specifications. FAR f 2 - PRODL?C'TS 2, I RC,ANKF.T TNSULATION Frevide in exterior smd walls and elsewhere as may he shown. ti" thick, R-21, unlaced Gbcrglass, friction-fit. 2.2 INTERIOR SOUND ATTTNI,;,q'1lOK INSUL.A'i'ION Heavy density 136c rgluss sound attenuation blankets, minimum 3" thick. Rlankcts.ahall he ol'type specifically manul'aeturcd for sound auenwtien. 2.3 A1T1C'1NSULATION 131oa•-in fire-treated cellulose type, R-49, appmximatcly 12" deep. Insulation shall conform to Ped. Spec. IlH-1- $ISD. 2.4 S]LL SL-ALER Fiberglass, approximately I r?" thick x S' wide. Provide al sill plate of exlerivr stud walls. 2.5 PF.RIA4ETER 1KSL~IrC1TON bow Chemical "Styrofoam SM" or equal polystyrene board, 2" thick, minimum R-10, Pnwide at inside face of liwnduliun walls. I'AitT 3 - EXEC'Lt1TON 3.1 INST.41l.ATION - GFNF.R.gI Fit edges and end of insulation tight to adjacent surlaces. Cut and tiI msulaliun ;around obsuUCtions. Fill all voids m insulation envelope. ?.? INS'fALLAT7O1\ - IiLAhlCFT iNSL1.:4TIGN T ighlly fit blanket msulanon to prevent am• gaps in insulaGnn envelope. "Fluff uli' to full intended thickness. TNSUL.AT If)N Oft I (l 0720U- I lll~~ 1S1ON f+' - TIIERD~LAL & >1O15TLIRL PRO1 LC'I'l0N Provide in party and acoustical walls. Weavz between staggerzd studs and trap insulation behind such built-in i;ems as electrical boxes. rte. 3.4 [NSTALI_ATION-HLOW'N-fNTNSLIL.417ON Assure full and evrn coverage of blown-in insulation. in thickness m achieve the specified R-value, in accordance u itlt manttfaclurrr's schedule of utsulating value. Provide rigid plastic or treated cardboard insulation stops at eaves, installed to allow minimum ;" clearance under the roof deck. Fully coordinate access for and phasing of dte blown- in insulation work, relative io drywall installation on Ihr bottom of the mof trusses. 3.5 iNSTALLA11ON -till 1. SEALER (nsiall fibcrgla s sill sealer tinder the bottom plate oCexterior smd walls "'L-ND QF SECTION U%2D0"` QdSU(.:111C~V 081 U 07200-2 GI\'ISIpy r7 . THFR\4AL ~ MOIS"I ltkL I'ROTFC-PION SECTION U73UU - SHINGL[ ROOFING PAIL? 1 - GE~IFR:\t. I I lllSCKIP'IIUN OF WORK Provide shingle roofing as shown and specilicd. Provide all matenals, Casteners, and other items required fitt cumptetr installation. Urip edge is specified in Scctinn (17600. Comply also with IJivision 1 requirements. Refer to .Sections OI R00 and 01900 for general infunnatiun regarding project requirements under the State L-vergr'een Sustainable Development Standard tFSUS). 1.2 SI.BMI'ITiV.S Submit shingle samples for approval. L3 MATVTEN.-IVCE:RFPAIR M.ATFRIALS Furnish nt~o unnlreued lwndks ofshingJrs to the owner for future use. 1.4 A)H CONU171ONS Proceed wit}t routing Duly when weather conditions are favorable and allow work in accordance with manufacturer-s rccommrndatiuus. blatrrial shall be delivered in package bearing the manuiacturcr's label or identifying mark. Bach package of shingles shall hear the lapel of;m approved agency having a service fee inspection of material and finished pro<tuzn during manufacture. PART 2 - M11ATERIALS ~.I SHINGLL•S Clsss A three-tub sell sraliug L6rrglass compusitiuq shingles, minimum 30 year limited warranty. as manufactured by Pahco, Manville, GS RuuGng. or approve) cqual- 22 ROOPINGPLLf Nnn-perforated asphalt impregnated felt paper, Type 1 i. 23 PASIENLItS Roofing nails shall be cuttosion-msinianl, minimum I?-gauge. and shall have definmeil, barb:d or threaded shards, with heads not less than 3.'X" diameter. Conusiona-nistaul staples may be used in lieu of nails, if iti complian:•e with I II T) UM-?i and IRC Scctinn I i07, and shall he lone enough to penetrate duuugh the thickness of the rout sheathing. PART 3 . FkFCIITIUN ~• I TNSTAI_ I ATION htslall urte layer of roofing felt over plywood « ~of.chcathine. with nvnimum ~" head lap and 6" stdc lap. Shingles .hall have. al least double co,rroga at all points. Uae shingle narter course at nave, to provide doul->Ic coocrage. Shingles shall pmjecl slightly, over the edge u(sbcathmg at rave and rake ro term a dup. The enure instafia(ion shall be in accordance with the ruling manulactura's rccunanrndations and inslntctiens, and [BC Table 1 i0?2. ssFND hF SEC`]lON 07300"' SHIN<iLE KOOl11yG 0810 07300-1 U1V1S1ON ~7- TI[GRhtAI. AND M(>ISTURL- PRUTTCT}ON SECTION U746U - CE>4ENTITiOi15 SID1N4 PARTI-GENERAL I .I DESCRIPI'lON UP 1yORK YruviJe siding as shrn~n and spccificJ. Yrovidz all materials required for completr installation of products. htcluding anchors, fasteners, snJ vthcr necessary accessories. Work of-this Scctiun may also includz installation of exterior trims, soffits; rcnls, slwuzrs and other items, verify scope of installation with the General Contractor. Comply also with Division I requirement. Refer to Sections U I R00 and 01900 Cor grneral information regarding project rcywrcmrnts under the State F.eergrcen Sustainable Dcvektpmcnt StanJard (ESDS). 1.2 SUBMiTTn1.S Manufaztw'er's Literature: Full suhmittal ofall products. 1.3 MAlvl'E'-V.4NCL•':ItL•I'AIR iv1:1TFRln1.5 Furnish two unopened packages of Nardiplank Sonny lap siding. 1_4 W-n,ICItANTl' Previdc siding manufacnn'er's standard Nardiplank Sentry watrant}• on installed work for replacement of matmf<tclunng defects. Period of uarranry shall be not Irss than 25 years afrer date of substantial completion. PgRT 2 -MATERIALS. 2.1 EXTERIOR M,1TFR1:11 5 Lap siding: "Nardiplank Sentry" crnrentilinus lap siding, exposure dimension ax shown on the drawings, woodgrain texture, as manufaeuucd by lames Ilardie Building Products. Inc. Siding shall be pre-premed. 2.2 h11SCELL.ANEOUS\4AiLk1ALS Moisture Barrier: Commercial grade l)vek builJing wrap ut approv'ed equal. lap horizontal joints 2 inches and vertical mints (i inches. Fasteners: Stainless steel throughout, as rcatmmendcJ by!anrzs Hardie Building Products. Inc. 7' and Drip Flashing' Yrcfimshed galvanized metal flashing with minimum 2 inch vrnical leg, color as selccleJ by thr architect. lnstall at feints between siding and trims. Vase flashing' I'refiutshed galvanized metal hashing, minimum 9 inch Pugh profile- color as selected by the architect. lnstall miuiutum -t inches up under siding and minimum I inch Jowu past bi,ttom of concrete slab at all cxtcrinr eoncrctc fJa2vcork such a5 patioc, walks and stoups. CC•A/L•NTITIOUS SITING OS 10 (1'a 60- I I"i1VI~]<iN a' - PART 3 - GXLCUTION' 3,l INSTAI t.°1T$lN-SIDING Install in full accordance with manufacmrer's printed ms[rucnons. hlaaimum gap between stding and adjacent material shall be U4-inch. Use blind-nailing at siding. Nailing shall he in strict accordance With the manufacturer's inswctions and as reyuind for the manufactnrcr's narrattly. "L-Ni~ OF SFt_TIpN 0 i~f60'"' CL~~ILNfITIOUS S7T~]NG 0810 07A(iU-2 UIv;'Is1caN ~? - THERSIAL l M~'1S1 t_kE PRCtTP.CTIi?N $ECTIt~V [T760(1- FL,~SNLVG & SFIEL•T:METAL PART I - GL•NLR.41. I.I DESCRIYf1ON OP WORK Provide flashing and sheet metal work as shavat and spceificd. !ns[aller must be resppnsiblc for furnishing all items tcyuimd Cer complete installation of products including clips, anchors, outer necessar}• accessories, }astencr for anchorage as required by conditions of installation. Comply also with 1]ivision I requirements. Refer to Sections 01 R00 and 111900 fur general information regarding project reyuircmcnts under We Stale Evergreen Sustainable Development Standard (FSF)S). P.4R'1' 2 - I'ROI)UC'TS 2.I SF:V :1NT Acid typo silicone rubber based, our-part, non-sag, elastonteric sealant, complying with Federal Spec. TT-S-0015:13, Class .A', as rautmnended by manufacturer for non-porous exteriorjoint surfaces. Primer shall be made by or re[•ummendrd by sealant manufacturer 2.? FI.ASHIN(i A/ATERIAL 24 gauge, except as indicated othenv'ise, Armco 'zinc-grip paintgrili galvanized steel, or approved equal Gse this material throughout, except where specific metal; are called foe 2.3 hTLTAL.I)RIP FT)(iF. Prclinished galvanized sheet metal, 24 or 26 gauge, color as selected by Archirect. Minimum dimension of faces shall be I ~ 1;2", pmlilc to be stanJ;ud type with angled drip at bottom of exposed face. ~.4 SOLVER Black un, A51 ~t 1332, pn+portiats list suited to material being soldered. ~5 PAS'fGNLRS Hol-dip galvanize) steel nails, barbed type, size as required. 2.G GFNFRAL \~l'ORKS1AKtiHIP F.~1f3[;IC;.~7 t_ON RLUUIRLM[NTS Form products nccuralcly to shapes atfid Jiuteasious indicated, with lines, mouldings, edges, and angles in true alignmctn, without foul marks, waves ur buckles, all reinforced as required for sriffitz~s. Make proper alluwauce Cor expansion-contraction, and for building mm~emznt in the complctea wrnic, without over stressing the material, breaking cotufiections, or producing e•rinlaes and distortion in finished <urfacc. Ncrtly form joints and !'finish to lil aaun[ely, Form work in ship nn a bending break, I)n shapin}„ trimming, hand ,wining nn a bench as far as practical. Clean work that is lu have .uldca'ed joints Math ;feel ?nrool. Then prcGn and solder. Do uerk with sufficicu[ heal to induce solder to tlow into scisns h}• capillarity action. Ihnrs?ughly wipe acid oCC a(irr suidering i. eumpicled. Fi ;15HTN(i .R! SHFF.7 hi E7 AL OR 10 O'6UU-1 Dlvlsl<w ::, - rHLlti~l:~t- c art>l~ t i_~>;i r l:(~ I t cTUty PART 3 - E?CLCUI'ION 3.1 TNST.4LLA'1'ION Do nut insutll pmducis which are obsetvrd to he deft:.tivr in any way. Install produces rigid, in prrfrct alienmcnt, Get from warp, twist or distortion Joints in work wfiich are nol soldered shall be lapped at (east 6" and, if expused to the weather, sealed with sealant. Conceal all faaeners..\fakc work w~eathrriight and leakproof. IuStall metal drip edge over roofing felt along rakes and under felt along eaves. .;.? CLEANING Remove labels, protective coatings, and marks of tdentilication. Thoroughh~ wash surfaces and remove lbrciSm material @xposcd finishes shall be Gcc from scratches, dents, permanent discalorations, and other dcfccc~ in workmanship or material. <x~D OI' SLCT1t7N Oi(OOw' FLASHING di SHF.I? T 1<IFTAI. n810 0'600-2 DT\'itililN ~~) - iHL•RRi.AL & D10TSTlJRF PRO'fLC'fi(JN SECTION 07G3 t • GL'T'I'EI2S .A:`JD )014•',1•.SPOLtTS H,1RT I - GENERAL L I DESCRTPTION OF WORK Refer to drawings for location of Butters and downspouts. Provide and install in cumplzte and operating order void of leaks, low areas, puddles. cracked scams. All gutter and downspout lines to br kept straight and tme. Provide smooth even gradation of slope m draw all liyuids to downspout lucaticns. kcfrr lu Szctiuns 01 RDD and 01900 tier general information regarding project requirements under the State Evergreen Suslainablz Development Standard (ESDS). j'ART ? -PRODUCTS 2.1 GENERAL Provide all urcessary pieces, tubing, straps, clamps, ^ashirtgs, cuunter(lashings, fasteners, cleats, spikes and fenvles. and cap typz gutter expansion joints in hmg runs. Include a mininaun of 3 clamps for each downspout fur n complr[r and proper fimdion draina~c system. 2.2 Cil1TTERS Gu!!rr design to he standard style, from sclcctcd manufacturer's rr~tular line. Fabricate Bum 24 gauge pretinished sheet metal or aluminum, w heavy duty vinyl, color as sclcctcd by Architect. ~ 3 D014~VSPOItTS Dnwttspout shall be 2" x ?" rectangular. fabricated from 24 gauge prcfinishcd shirt metal ur aluminum. or heavy duty vinyl, by same manufacturer as fur goners. Cblor shall match gutter rnlor- PART 3 - EXECL' PION 3.l INS 1'.ALLA'T70V Install in strict accordance with nlanUfacturer's written instructions (br hcavv snote~'ice conditiwts. AIL~•,+; ici .-~~:i~,rm;ion and rontractinn in the guurr xyxtrm arrd provide lap p~pe Boner expansionjoims as rrcuruwcnrir i9 (iU'FI bR5 ANU U014NSPOUTS (1R 1O Oibj l- I U11'IS10N >:7 -THF.R\1:1L K bIU1STURL PROTFCTIO?! ACTION Di9DD • SEA.]AJJ7'S PART I - GE1v1:RAL 1.1 DESCRIPTI0K pF wUkK Pn>v~dc all sealant cork. except as may be <pecified elsewhere. Provide all necessary items required for wmplclc sealant installation. Comply also with Division 1 requirements. Refer to Sections 01 RUO and 01900 for general information regarding project reyuirzments undar the State ~vcrgrecn Sustainable Uevelapment Standard (ESDS). PART2-PkODUCTS All sealants, caulks and primer.; shall be low-ur-nu VOC type. Products shall comply with Regulation K, kale 51 of the Ray Area .4ir Quality \1anagcmrnt Uislrid to meet Criterion ?-2 of the Rrashington State Evergreen Sustainable bevelopment Standard. Provide a submittal containing product litrraturz for all caulking, sealant, and primers lu be used, which provides documentation that VOC levels meet the reyuirentents c!f Regulation 3. Rule S I. Architectural sealant, for interior applications: the VOC' contem is limited to 25U grams per liter, according to Regulation K, Kulc 31. A copy of this submittal must br mainlaiued on-site during construction. 2.2 SLAL.4NT bow-Corning Building Seslam: G.E. Co. Silicone Sculant 13UU, ur approved equal. Primer to fie made by or recommended by sealant manufa( race Cu1ur to match aQjacent surface, artless indicated or directed athcnvise. z.3 SEAL<\i` f BAC'KL•It Compresstblr rod swck polyethylene foam or other flexible, pemtanent, durable nonahsorptivc material as rrcommrndrd for compatibility with sealant by the sealant manufacturer, which will contral the joint depth for sealant placcmcnt, break band of sealant at bosom ofjontt. form optimum shape at'sealant bead on buck side, and provide a highly a!mpressihlc backer to minimize the possibility of sealant extrusion when joint is compressed. Rod size shall be SO°/, larger in diameter than joint width. 2.J BOLD BkEAKEK 7 Al'L Polycthylarc tape or o[hcr plastic tape 85 rCCUnmrenllCd bV $ealem nlanafaettll'er, rlppl}` to sealant%etnttact surfaces whirr bond to Orr substrate or point filler must be avoided for proper perfonnanccs of sealant. brake ;w'faees to receive products clean. dry, free from am surfaces coating that wou1J al7rzt bonding of products to surfaces. Prime surtaccs with primer where sralam i~ to he mstallcd. Uo not allow prnncr to spill or migrate omo adjoining stuiaces. 11'hzre seahnrr joints arc mare than 3'4" deep, or where nu suitahlc hack-up is provided, pads with backing rnatrrial lu widen 1'2" of sm'faie, 11'here joints are Tess than 12" deep, apply bond breaker tope as required by sealant manufacturers rest>rtunendaliuas to ensure that sealants will perform propet'ly. 3.2 :1PPl.ICATIt)X Seal Joints around all rypzs of louvers, vents, gntle>, and opcmngs in cxtcnor walls: araand all types ofdoor and window frames m exterior walls; around all other openings m exterior walls: in all other places indicated to receive SFAL:WTS uslu n?you-I DIGISIOV :~7 - TITETLti4AL K 140ISTL?RE I'RU7TC'CIOtY sealant. Also, xct metal thresholds in sealant. Joints bcnveen water cluscts, bathtubs, shover rndosures, or lavatories and adjacent hoots and walls shall also be scaled watertight. pill interior and exterior joints as required by Architect firr a finished project. Apply pruducts without aduRrration, in accord with manufacturer's directions. Apply sealaw with gun nozzle of proper size. Use sufticier(t prcssurc to till joints, voids solid. \lake joints watenighr and weathcrlight. Tool sealam surfaces smooth with water or solvent of R'pe and in manner recouuncndcd by;:ealant manufacturer. Remove excrss and Icave ntrface neat, smooth, clean. llo not allow sealam to overflow or spill onto adjoining surfaces, or to migrstc ima voids of adjoining surfaces. r'E,ull Uh SFt TR tN i i?yuu*• SE.41.A1rTS URIO Oi9UU-' nn Isu>N ~s - ui.~itxs ~c ~~'rnrno~vs SEC'fI(JN os?aJ- lagoon tx>nKs 1'.ART 1 -GENERAL I I llL-SCRI}'"110N OF WORK Provide products as specified, showat and scheduled. Comply also with Division I rryuurmznts. Rifer ro Szctiax 01 R00 and 01900 for kcneral infunnation regarding project rcyuircmcnis under the Snte Gvcr~~'eca Sustainable Devck,pment Standard IESUSj. 1.2 SlJ13b1(TT:BLS h4anufacturer's Dala: Submit product liceratnre, indicating compliance with specitied7zquirzments. PAIfI ? - fRitDUC'TS 2.1 FORMALDLHYUL_'-!'KLL KLUUIRE.JIENTS Composite wood products and adhzsives uszd for interior doors and door assrmhlirs shall be free of urea formaldehyde, Pruvidr product data documenting that said composite wood products and adhesives contain no urea formaldehyde. .A copy of this a+bminal must he maintained on~sitc during consuucliun. 21 LX ILkli)R UOORS Earerrur doo+'s shat! he ! 3`4" tt+kk, »rx•d ear s+eeJ frame with 24 gauge embossed steel cladding on all surfaces, as manufactured by Pease, Blunter, 13rnchmark, or approved equal. huegral wood sUlrs. rails and luck block shall be kiln fined material :\n insulating core of foamzd-in polyurethane shall he provided, and shall adhere to the inside faces of creel cladding, stiles, rails and lock block. Oi~ors shall he prepared for hardware and shall have a vinyl weathersnipping at the bottom. Provide with bondrnzrd prime coat for tinish paint coutc on fire Jub. Doors shall come with toxic-rrcared and prmxd wood Gamr, complere wuh hinges, weather~stnp on head and jambs and aluminum tlueshnld. Threshold shall be maximwn I r2" high and shall have bevel edGes of maximurn 2:1 t horizontal: vertical l slope f)a,r tare shall be raised panel type. 6-panel design. 2.3 I~TER]OR DCIC)RS Interior swinging doors, by-pass anti bi-Cold doors shall be I-3: R" )hick with honeycomb hollow core, meeting N1UMA LS. 1-;?. Stiles, mils, and h,ck block shall he solid laznurated wood construction. Door faces shall be pniinishrd slaiued auui lacquered, ak veneer or prefinisficd wood-grain Paasuuite 1larrte5 shall tie solid u~exXJ or veneered material m match door,- twinging doors s}r.;ll be prrhung. Provide bi-field and by-pass hardware. complete ~a•ith tracks, pulls, guider, rotten and all other accessories necessary for a complete inslallulion. Bi-fold hardwme shall be Aime 2900 Series or appro~ rd crud). By-pass hardware shall he Acme R8(r0 series or appn,ccd crud). PART ? - FXECI: PION z.l IKSTr\LI.1TK)N lmtallalion as specified in Section 062fH1. Comply :rho with manufacturer's ,an Urn insuuctions and appravcd shop drawings. Alhnv doors to acclimate to humidity m area of installation before hanging. Clrarauces between door and frame or floor shall br: 1'Y" at Jambs and head; I ~?" hcnvicen bnnom of door and Mooring ««LNU CN SLi'TIi!\ 08.'.00=+ W'OOn DOORS 0810 0?;~00-I lltViFlpN •MS - fx)i>RS & W [KDCIws PART I -GLVLIL4L I.I L>FSCRIPTIOV OP RURft Providz all materials sod items as reyuired for complete installation ufproducts, including fasteners, anchors and other necessan acct_cxoria. Comply alto with Division I rcyuircmcnts. Refer to Section. 018011 and 01900 for general infitrmatiun regarding project requirements under the Stale Evergreen Sustainsblc llcvclupment Standard (ESDS) L? SUf3hI1ITALS blanufacmrer's Data; Submit complete product literature, showing sizes and all component parts, including hardware and fattening system. Tear Report: Submit test report Goat mdependent testing lab, showing cunforntauce ll-factor and intiltratiott requirements spcciftcd 6rlow. PAK'I 2 - PKUULICTS 2.1 1VINDOV.'S St P;~T10 DgORS 11'indeas and patio dotu~ sb~dl be vrn}9, with iutecral dashed head and sill, and sliding section to comply with ventilation and egress reyuirentents. Units shall be "doublz glazed" us reyuired to meet the specified "lJ" factor. Finish shall be •a•hilc. Yrovide standard fiberglass sc2zns. knits ,hall meet the rrquirentrnC of 1111D l.'se of \isteriak Bulletin Nu. ut 1Uiti85), tmd <hall bear thz label of an indcpcndrm inspection agency, identifying the manufacturer and ccnifying compliance. Quits shall have a "LI" factor of Q32 or leis with ecnification of "U" faetur b}• au independent tesrng labor;tlory. Gnits shall also comply witlt ANSI 1.4, I, with .m air inliltration rate nut exceeding 0.> cubic. feet per minute per tbet of sash crack Manufacturer shall t+e Summit, ftzst-ftilt, Vin}9 Products. hv:ulate in' approved eyval. Provide windows with vcmilutiun panel, minimum four syuare inches of screened ventilation sera, wi[h 6ules closeable by a sliding panel nn the window frame. 7~csl report verifying "U" factor shall be submitted prior to ordering for approval by Architect. N•'indow handles and locks shall be nn higher than 48 inches to top a[ Accessible (HiC) 'type 'A' (,'nits artd at the C'onununity Area. Badvuum windows shall have obscure glass. \S`indmv glass wilhm 24 inches i+f any door shnll be tempzrcd. ~ ~ ~9Clv[LtRANL S[LI. Fl.AS}iING Nervastral Seal-Pmt HD, rt I i building felt nr approved cyual. See dttails nn the drawings for window Ilashing requireuteuts'. P:1KT 3 - l:XkCl;7'lUN 3.I INS'fAI.LA'1ION Install in strict accordance cvilh manufacturer's w't'itlen instntetions. Provide sill pan Ilashing and Ilashing around windows as shown nn the drawings. '•END OF SEC7IUN 0$~titN* V>r'IND01V5 & PA1'IU L)UORS oslo osson-I lllA~ 1SIUV yp ~ t)i)ORS h N'1NI)O~'w'S SFCTION 0A"•00 -}JARI1\yARl K SPECIALTIES PAR'fl-GENERAL I l DESCRIY'17UN UP N'URK Provide materials attd items as required fire complete installation of products. including fasteners, anchors and udter necessary accessories. Comply also a~ih Division-I requirements. Kefrr to Sections 01800 amd 01900 fnr general information regarding project requirements under the State Evergreen Sustainable Development Standard (ESDS). 1.2 QUALITY ASSI?RANCE Each kind of hardware (locksets, closers, hinges; etc.) shall be obtained Crum vnr manufacmrer solely. 1.3 SUBMLI'1'ALS Submit cowpletz finish hardware schedule, listing item, manufacturer. finish, and other information as maybe rryuireJ to fully describe proposed hardware. Submit manufacturer's product literature fur hardware items if requested. PART 2 - PRCfDIiCTS 2.1 \IANI:F:~CTCRLRS Rlanufacnuer s came and numbers are for purposes of crntvcnicncc only. Equal items of utbcr specified utatmCacnucrs may be fiunished if approved, provided they fulfill all requirements of items listed. 2.2 FASTF\TNGS Provide suitable fastenings lur heavy use conditions and lung life. fur all sumJitions, with finish to match hardware, VI'ood screw's shall be full thread hpe Provide machine screws and lampins for installation in concrete, Provide other fastenings as rzyuued with expansion shields, sea Ixilts, toggle bolts, mwi plugs, Icad shields, or other approved anchors according to material to which hardware is applied and as rscnmmcndrJ by hart+vare manufacuner 2.3 KEYING ~Nll YLRIyLA1;LhT C'YLTNULRS All locks to 1?e p.randmaster keyed and further master keyed, keyed alike nr keyed JilTi~rondy, as dirccicJ. :~~II cylinders used shall be hamished +vith six pins. .VI key changes to be iahulatcd anJ scl by lock manufacturer, and :boll reflect exact rcquirmc»ts fnr keying as dircdcd by the Owitcr. furnish t'.vo copies of a consecutively numbered door, lock sche;hde. List each door individually with lock Jescriptiun and keying layout. Should any keys he lost :.wring construction, Conlraclor shall have cylinJers of such lock; recrnnbinated without any charge. All keys to bz hand-delivered or delivered by registered moil by the hardware supplier to the Qwmtx. Supply Ilic lclluwttig quantiues n[ keys: Each cylinder keyed di(frrenlly 4 keys tac;tt Ary~sl alike group 1 ti Ar>:s F.ach mastcrkeycd set 6 keys fLAItDW.ARE cot ST'ECLAI TIES OR10 08?00-1 DIVISION ;.4 - DOOKS S \VINDO\VS Grand masterkrycd set G keys - Blank keys 2U keys 2A ABBILLVL4TIOVS A Amerock B BuiiJers Brass L i_.Civ P Yrmko GJ Glynn Johnson I a Lawrence Q Quality 11 Hager M R1cKinney S Sargent I Ives ~ Nonon Sc Sehlagc ~1•' \Veiser St Staalcy 2.5 lI,1R1)\VARE LOC.'.4T10NS Iviount hardware on doors al the following height above Gnishcd floor, unless showtt otherwise: Cenlrr h+cksets, latehsels, at door mauofacturer's standard height Cemer pulls at 42" 2.G FINISH Finish hardware items shall, in gcneml, be bright brass or auliquc bronze. \latch as closely as possible Hhrre manufacturer does not offer same finish. Closer covers and exposed amts shall have spray lacquer finish. 2.7 H~KgWnRF SL-TS HW 1 Gxlcrior Doo,'s, exccp( \4aintenance Koum Door \\ Ica Latchsct W I ea L)radbolt A Ica Stop L Ira Closer 1 ra Door Knocker •\ IU L4 - Yrovidc i.ever Ilaudlrs at First Floor Units and Atl Community P+rea lluon L>9a71 s BP22i3 Snanrthic Serie-s - Iq~,., i~~c ,it Dnt+rc 1. _' ~ti . Unly rovidc atcach Aparunrnt Doer 411 other hardware by dror manuf;tchurt IIW 3 Batlvnum and Priman• Bedroom Doors Sf f-1;2prlluus O:i 10 H~\RDR'-4KL & SPF.CIA}.T]FS OR',•00.2 W Ito Pm'acy I oek A301 A • I'ruvide Lever Flandlc. at all First 19unr Units and Community Toilet A 1 ea Stop AP2253 HW3 All interior Dcxrn Other than those scheduled differently S'F I.112 pr Buns 741 US4 W 1 ea Latchsel AIOIA • Provide lever liundlcx at All First Flonr l:nir, and ('ommunity Area A Ica Stop BP:253 FIR" Maintcnancr Hnant Uuor W I ea Lockset A501 non-Ctrreus W 1 taDeadbelt D9471S A : ca Flnor Stops For concrete slab it>_ctallauen ST I ea Flushbolt Install nn twctive leaf All ol hcr hardware by dour munuiucturzr. HW5 Kitchen Storoge ikxx ST I•U2pr8utts 741 US4 W I ea Lockset AS01 with Lrvcr Handle A I rn Stnp A}' 2213 HW 6 Community Rn um Storage Uour S'1' 3 pr Butts 741 US4 \4' Ira Lncksct AS01 wish Lever Handle :\ IeaStop BP?253 A I to Step Hmge Type ST Ica Flayhbnlt inactive Stdc HW 7 Tenant Swruge Loc kcr Dour ST I-IRprButu 74111S4 ST Ira Sterl Hasp 11,1RDW:\RE & SPFCIALIILS OR 10 OR7gj-3 ni\'1CIn` =s - IXKrR; ,C N Iti1H r~15 PART i - ULCU'i'In!d 3.1 INS'fAL1..ATION Install in nCCOrdfln6C Wlth maOnfnCtlltel~% WT1gfO IRSINChOOS, approved s}lop dT'dW1065, and ns specifieJ in ticctinn Ofr?()n. liardwarr fimshcd under this section wdl Ix sublca u> final nisptr.tiun unlob nhcr insiullation. Any items which may be disclose) by this mspectiun Winch have been substiuned, or Which arc not in tompliance with final approved hardware schrJulc, shall be rernuvcd anJ replace) WaJr proper ma7erials anJ cqugnntnt, all at rxpcrose of hardware supplier. Ihrs expense shall also include axi of proper report or replacement, as dearnuntd by.4rchitcct, of doors, fumes, acrd other cons ruction ro which hnrdua[r rs attaclrcd "LVll OF 6Ft~"1 k rV uBiUU~' t f 4RDR:gItC & SPECIALTIES ox~cw-t DIVISION ~9 - FI~'ISIIES SECTION Uy25U -GYPSUM WALLB0.4kD PARTI-GENERAL I.I llESCRIPTION OF WU1tK Provide eypsum wallboard work as shown and specified. Installer shall be responsible for furnishing all items required for complc[c installation of products including anchors, other necessary accessories'fastencrs for anchorage as required by conditions of installation. Comply also wish Division I requirements. Refer to Sections OI8U0 and 01900 for general mforntation regarding project requirements under the State Evergreen Sustainable Development Standard IPSDS). 1.2 O1!ALITY 4SSUKANCE Comply fully with Gypsum Association's "Application and Finishing of Gypsum Board", GA-2ICr, except where shown othcru~se or where differing from manufacturer's a'riticn instructiotts or recommendations. 1.3 SL'LiMiI7'ALS Submit proposed texture finish sample (or approval bcl'ore starting work. P.4kT2-PRODUCTS 2.1 APPKOVED M11ANLiFAC1 L'KERS U.S. Gypsum, Kaiser, National Gypsum, 1 linikote Co.. Georgia Pacific. Products hsted are U.S. Gypsum line and establish quality of malenak and application required. Products Gum other lis[ed manufacturers may he used. ~ ~ GYPSU?.1 BUAKD Tapered edge. 48" wtddts x lengths as long as posstblc In minimize number of joints. Provide Sib" (hick Type "X" U.L. rated board at all locations, except provide I.'2" thick regular board at non-bearing walls within Living Units. Provide water resistant type I"green board") on walls and ceiling et tub and shower areas. 2.3 ACCESSUKfES USG Dur-A•Aead coruzrbcad; USG 200-A, 200-B er 200-C metal trim, as rcyuircd by couditiotrs; USG 903 control joint; USG Resilient Channel. 2A SCRE1k'S Type S bugle head scrcux, length as recommended by gypsum board manufacturer for each condition. 2.5 SEALAKT Acoustical sealant, intended for apphcapon. as recommended by gypsum board manufacturer. ~.6 ,IOINT TRE.ATME`'f Sl'STE!d First coat shall be 'juinleompound-taping' with pert-a-tape' reutforcemcnl. For second and third coats, use 'joim compound-topping'. GYYSUAI \\'AL.LBUAKU 0810 U92S0-1 llI\'1SION -9 - PI1\'ItiJll_S PARTS-EXECUTION 3.1 1V.4LLBU:1RD ,1PPLIC.A 1701` Apply wallboard vertically excrpl tit single layer partition where horizontal application may be used. Bring cods and edges into contact nearly fit, but do not force into places Center enJ juims over framing, and stagger. \L`hcn applying to pattition studs, arrange joins nn apposite sides of partition to occur nn difierenl studs. Attach wallboard [o framing supports with screws apaced not to exceed 12" o.c. in field ei wallboard and 8" o,c. along abutting edges and ends, not closer than 3i8" from edges of wallboard. \\'hile screws arc being driven, hold wallboard in tine contact with underlayinp• support. Screws shall be installed hum central pnnion of wallboard toward ends and edges. Drive screws home with heads sliehlly bclou• smfiace, forming a uniform dimple nut over I!3?" deep, lake cart not to break paper face. Always stagger base layer and face layer taints, in drnrblz lager conditions. Where wallboard is applied to walls and ceiling iu same space, apply to walls only aHer it has been applied to ceiling. ~.2 SPECTAL 7RIIvUJU1NT RF.OIlCREAdL•NCS Apply meal curncT bead reinforcernrnt W exterior angles. Backblockjoints other than those at supports' with wallboard and cement with join[ treatment products prepared for the purpose by wallboard manufacturer All exposed wallboard edges and wallboard edges meeturg dissimilar nmtzrials shall 6avc metal trim applied in accord wish ut[mufacturers directions. Where necessary to e,ut znds, edges, senhz or make cutows within field of wallboard, it shall be done in neadappnvcd manner, .41 party (common) watts, provide sealant around oprningx such ns electrical boxes and at Ihz base of halls. Install metal trim. Apply corner beads at ccaurrs~ lope and coat face joints and angles in accord oath wallboard manufacturers reconunrndatiuns. [ise suitable tool «r prm•ide thin uniform layer nfjoint treannem rnatetial approximatcl}• 3" wide over loint.:lpply 4;pe reinforcement and set role join) treatment material leaving sufficient material under urpe fat proper bond. \\'all, ceilutg angles shall be similar!} treated with remforemg tape luldrd to conform to straight One angles. Allowjoints tv dry thoroughly (mininuun 2A hours) heM~een application. Cover tape with topping compound spread evenly over, slightly beyond tapcrrJ edge area of wallboard, lrathercd at edges. After dry, weer with seeund coat with smooth, uniform sli_eht crown over taint and edge feathered slightly beyond preceding coat. Sand cemented areas as urcessary after each application of topping compound has decd to present unifunnly smoodt surface. Finish areas azuund fasteners in saute manner. 3.4 TF.?c-T'L1RL 17NISH Pro['ide light spray texinre finish to sII walls and ceilings. 1 exturc finish shall match approved sample. Prior to texntring. all wall and ceiling surfaces arc to recervz one coat of do°wall sealer. as specified in Section 09900, C)o nut proccc;d with texturing bclbrc scaler is apphzd. "•FND OF SL-CTIOV 07250** GYPSLT4 \VAl..iBOARD OR10 09250-2 DIV151UN x9-l INISHL~ SrC'FION 09650 - RESTl.1L-NT FLOORING PARTI-GENERAL L 1 DF.SCR1PT10N OF \\'ORK Provide resilient Owring as shown and specified. Provide materials and items as required fur complete installation of products. including fasteners, anchors and other necessary accessories. Comply also with Division I requvemcnts. Refzr lu Sections 01 R00 and 0190G for general infurmatien regarding project reyuircmcnts under the State Evergreen Sustainable Devclopmrnt Standard fESDSj. 1.2 SUB411'Il'AIS Manufacturer's Data: Submit complete product literature for each material used. Sarrtplcs: Submit as follows: Sbeet Vinyl: 12" x I2" smnples, in as many colors as reques[ed. Rubber Basc: Manufacmrer's standard sample string. 1.3 MAI1v'TENANCL-+RLPAIK i`fATF.RIALS Provide additional marenals to the Uwncr, for future use, in the folluw~ng yuamities: Sheet Vinyl One piece, G x 12' Rubber Q;tse: l2' long piece PART 2 - PRODCi(:TS I METAL EDGE STRIP Bronze color, hammerrJ metal with tapered edge. Kail set. Provide at all joints between resitient Oonring and dissimilar materials. Ruhbcr edge strips tnay be used ifapproved by the Owner. ' 2 RtIRRF.R ft.4SL iRBf ~" coved rubber base, provide uhzrc scheduled. Minimum 4tickness shall he I+R", Color shall be as selected. 2.3 SIIEG]' V]NY[. tihect vinyl for hying units shall meet Fed Spec. L-f-00 1 64 1-7 1 and IIUD -I'I10. L and shall have a minimum wear layer thickness of 0.0?0 mchcs. Sheet vinyl shall be Mannington Commercial CustnmSpec IT or aprcrved cyual. Other acceptable manufacturcn are ConKOleurn.:\rmstmng, Kzn-Tilt, GAF and Azrxk. Panrm unJ color shall be selected by Uwncr tom color line m product mndcl subminzd- 2.4 PRIMERS SE.~LiItS, ADNF.SI\'ES. NL•U'fR.AI,_CLFANERS Type as recemtnrndcd h>' manufacturer of floor ci>vcringltvbber base for condition.; of installa[ion. Adhesives shall he of tope that well not soften or looszn paint lilm when applied to painted surl;~ces; shall also he waterproof, stabilitrd typo and aloes-VOC type, maximum ~'OC levels: 50 gramsrliter an reconunendcd by manufacturer of ftLS1L1l3VT FLOORITG OR 10 09650-I liIV1~li )N q(i-PTV IS'H1:5 resilient Oovring material for conditions of installation. (Adulteration or reducing of products. not allmved.l Scant sealer shall he hlannington Commercial MCS 3_' or approved equal. 2.5 P1L1_ER T}7te made or rcrommended by floor covering manutarhtrer for conditions of installation. PART 3 - LXECUT1flV 3.1 PRLPAR.ATInN Un not install products until cork of all trades is IUlt9~ complete in area to he cevercd. Put surfaces in pmpcr condition for products including removal of substances which interlrrc with performance of adhesives, primers; fill holes, cracks. Prime surfaces if manufacturer recemmcnds such. 3.2 INST,II.LA7101~ Provide products where iudicatcd. For spaces scheduled to receive flooring, cover entire area including closets, and similar ~pcnings, toe spaces, door reveals, alcove. or recesses opening off these spaces. 1Vhere rubber base is scheduled, provide around entire perimeter of space, inchtding casework, free standing cnlmt7ng, pilasters, other projections. Install products in stria accordance with manufacturer's instnretiuns. Where different materials occur in adjoining rooms nr spaces. make change ou a line centering under door when closed. Adhesive apply base, using care not to spread adhesive above top. Do nut use base shonrr than 12". Scribe accurately to door G~amcs and other similar condition. Alien taps where straight and cave base mrcr, joint to he in line w~ih change of floor materials. Install straight and true on dry backing material; fill voids at top of base caused by wall irregularities. Provide 6dl adhesion to backup truer 100",'0 of contact surface. Leave work completely clean "ET'D ~ rF SECI7UN 0960»' RFSILIFT~T PLOOKLVG U81f1 U9ESU-2 Dlti'ISIpN 99 -FINISHES ?.} .°1I'PLIC'AT10N& WORK\IAN~FIIP Apply products in strict accord with manufachuer's printed insttvcfions. Rcmovc doors w point all edges, including top and boltem. llighzst quality standards and methods arc regmrcd, performed by craftsmen with constant supervision by foreman. Sandpaper surfaces beaveen painred coats; produce even, smoo[h finished surfaces. Spread materiel evzuly without ' tuns or sags, dcfcaive brushings, clogging or excessive Gooding. Lap, brush and other marks will not he allowed. ~Ilow ample time hctwecn coats 1i~r thorough dnnng. Afake wises oCpaint ad,joitting other materials or coion sharp, clean without overlapping- M11asL,ing, will be required in all caws. Presence oCabove defects will be cause for ' refection. Allow at least 4R hours be.nveen coats lix oil base paints, 24 hours fi?r rubber base paims. Por stain,'nil Gnishz<, fellow con[auter label :nsnvenrms. s' p.ND OF SECTION U99UU"* 1 1 t'.AIN l ll;t; U81U U9'!0U-? D1V1S1UN ~)o- SYLC1ALiILS SL•C'T1UN IU25U_FIKE FIGH'rlNr pFVTCES P.4R7' 1 -G[NL'KAL I. I DESCR1PTlON Of 1VOFtK Provide fire fighting devices as shown anJ spc•cilieJ. Supplier shall he responsihle for turnislung all items required for complete installation oCproJucts including anchors, other necessarv• fasteners aceessories for anchorage as required by conditions of installation. Kefcr to Sections OIRUU and U190U lur grncrdl information regarding project requirements under the Srote Evergreen Sustainable Developmrnl Standard (ESDS). I? SIJRtv41TT:1LS blanufacwrer's Data: Submit complete product literature Cor ull items le be provided. PAKT 2 - PKUllU('TS 2.1 I lJtl IJf711~CiU15H ERS Ansul, Buckeye. Kidde, General Fire Eywpment, l~rsen's MfG. Company. Approximately 5 peunJ capacity, all purpose dry chemical type. h~hnimum UL rating shall he 2A:1 ORC. Provtdc for each interior extinguisher a surface muuntrJ bracket with shelf and strop, sized to tit exuuguisher. Provtdc fire cxnngmsher and bracket wherever "F.li." is shown en drawings. Prm•ide for eadt exteriitr extinguisher an enclosed recessed or Senn-recessed cabinet with full gloss or plastic door. Provide extinguisbrr and cabinet wherever "F.F.C." is shown on dn++angs. PART 3 - FkFCl:T10N 3.I I~ST.ALLATION Install in accordance with nrauufaclurrr's written inswclinns. Rechar¢e fire extinguishers within four weeks of final acceptance. f•EV'U UP SLCTIUV 1u25[i'°" F1KE FKiHTIVCi UL\%ICF.S ORllt 1U'~0-1 UIVlS1ON tr10 - M141SCF.LI :1NFOT.?S SPFCI:\T.TIFS SLC'CIUN 10500 - R1ISCFLLANFOUS SPLC']ALT'ILS PAkTI-GENERAL 1.1 1)FSCR1PTlON UP WUKK Pew ide miscellaneous specialties as shown and specified. Supplier shall be responsible for furnishing all items reyuireD for complete installation of products, including anchors anJ oUrer accessorics~ fastcmen as rcyvircD by conditions of installation. Comply also with Division I rcyuircmcnts. Rcfcr to Sections 01 R00 and 01900 for general information rcgarJing project requirements under the State Evergreen Sustainable pevclopment Standard (LSI1S}. I.? SUBMITTALS Ivianufacmrer's Uala: Submit complete product literature for each item. PART?-PRODUCTS 2.1 .1 P,1RTR4FNT NLl\lER4L5 ?" high mewl nr plastic, letter style and color as selected by Uwncr from manufacmrer's standard line. Provide a one or two Digit number for each unit. 2.1 1'L;RtvIANLNT EYTERIOR PROJECT SIGN Routed and.4or sandblasted wood, painteJ. apprusimalcly ?' high x g' Ions. Blount nn A x -0 UealeD wool posts, set m I S" diameter x 3C' deep concrete pros. Sign shall inJieatc project name, address, equal housing opportunity symbol, and other mtbrnnnon as indicated on the altacheD PmH:\ Instruction 1930-C, Exhibit I3. Place where Directed or as showro on the drawings. 2.3 M1~L4ILBUXES Auth, Bommer, Norwesco, equal to Sahsbury C13U No. 3313. Provide three (?) units, cnmplrte with pedestals, 2.4 VE\T[LATIUN PkUllUC'fS Kidge Vent Air Vent ar approved equal ridge vent, 18 square inches of free air' per lineal foul, prcfinishcJ alumimrm in color as selecred by Owner. 2 5 HANDIGIT' P.4TLKfNG SIGN Provide apost-mounlcJ sign at each handicap parking stall Sigrr shall be 12" x IS", marked with the International Symhol of Access <md shall bear the words "State Uisahled Parking 1'erntil KeyuircJ" 26 PI_.AY EOL7PMENT Provide Rainbow Mamrfacnrring or N•'ilJwuuD Playgrounds play structure of approvcD equal. Shvcturc shall consist of platform, ladder, ?swings. firepole ur rope swing and slide. Unit shall be All.A hanJrcap accessible. PART 3 - E?CL•CUT1Ut. 3.1 1NS I.4LLA77OK Install specialties in strict accordance with Inch manufacturer's wtinrn instructions and recommendations. Top of concrete at play equipment t~~ntings shall be at least I fi" below play area fill. a*EN]) OF SF.C"TION 1050U" btISCL-LLANEUL'S SPGC7AL77LS 0810 105tAt_ I DIV ISIU~ ;10 - SI'EC1.11.TiF5 SECTION 10800 -TOILET .'; BATI I ACCL-SSORIES PART I - (;ENFRAI. I.I DL-SC'RIPTION OF 1y'OKK Provide toilet and bath accessories as shown and specified. Supplier shall be responsible for furnishing all items required for complete installarion of products urcluding anchors, other necessity accessoriestfasteners for anchorage as required Ln' couditio»s of installation. Rci-cr to Sections 01800 and 01900 for general intonnation regarding pro,jea requirements under the Stnte F.vcrgreen Sustainable Uevelnpnrem Standard (ESUS). L2 SlTiA41TTAt.S Manufacturer's Uala: Submit complete product literature for each ilcnn. PART ? - PItODUC?S 2. I :1PPROVFD 1\4 ANl?FACTlIRFRS .Accessories shall be rnanufacturcd by Hallmack, Uonner, Seachrome. Nutone, or Robrick. Product numbers listed are for the purpose of cnm•enience only. 2.2 LI1'IVG WI'1'ACCLSSOKIES Prot~de the follrnving accessories in each living uni[ bathroom: I each - llnllmack F1M 67S Toilet Paper 11oIJcr or approved ryual. I each - I lalmack I Bv1665 Soap Dish and Grub ur uppn.+ved cyual. I each -Hallmack HM 383 Shower Curtain Rod nr approved equal. 2 each -Hallmack }th4 694 Tower Bars or approved equal. I each - }lallmack HM 682 Kobe Hook or approved equal. Hallmack 5400 Series Cirab Bars or approved equal, I-Ir'4" diameter. Locations mtd sizes as shown on the drawings. I caeh - 24" x 36" Mirror at Accessible (IUC:) llnits. I each - 24" wide x 30" high recess mounted \4edicine Cabinet, wvlh mirror door and minimum 3 sheh'es. .All surtaccs shall be prcfinished. 2.3 COMD4UV1'I'1' AKE.A TOILF'f ACCFSS(IRIFS Previte the following accessories in the Community Arca toilet 2 each -Hallmack H\7 (,70 Toilet Paper ] lolder or approved double roll cyual. I each - Bobrick B 12CP Liyuid Soap Uispenser or approved eyual. I each -Bobrick 24" x 3F' Mircor or approved cyual. I each -Bobrick B-262 Paper Tuwcl Uispcnscr or apprnv'ed equal. TOILET &: A.ATH :1C'C'FSSORIFS (1810 tU800-I rnvlsu_1N a; o - sl'~~ 1_~i i Ins Ilallmack 54D0 Series Grab Bars or approved equal, I.1%4" diameter. Locations and sizes as shown on the drawings. PART3-E\GCU170N 3.1 PREPAk.411C?V b'criF}• that proper blockit7¢ is in place before beginning inslallatien. Blocking shall ba nominal 2" material, installed under Sectint106100. 3? INST:III.~1TH=iN Install in accordance u'¢h mmrotaenu'er's written i»structinns ""LNU OF SF.CTTON IOS00" TO1LE"F S B:1TH ACCESSORiFS OR l0 ) pRf10-2 DIVISION N11 - EQUIYb4ENT SECTION 11900 - RESIDC•N"17AL EQUIPMENT PART 1 - GENER.AI_ LI DESCRIPTION OF WORK Provide residential equipment as shown and specified including all fasteners, curds, anchors and utJtcr accessories necessary for a complete and operational inswllation. Comply also with Division 1 rcyuiremcn~s. Rcfcr to Sections 01800 and 01900 for eeneral information regazding protect requirements under dte State Evergreen Sustainable Development Swndard (ESDS). L2 SUBMITTALS Appliances shall be General Elecvic (G.E.), Hotpoint ur Frigidaire I4fanufacturer's Uata: Submit complete product literature for each item. PART 2 - PRODL?CTS ~.I REFRIGERAT'ORS A I I refrigerators shall be Energy Star qualified. ReGig~Tators shall be two door type (separate refrigerator and freezer doors), with a minimum [oral capecih• of 16 cubic feet (or 1 and 2 Bedroom Units and 1 B cubic feet, equal to G.L'. G'I'F118II3XWW for 3 Bedroom Unit. Refrigerator at Accessible l1niU shall have at least 50 percent of the freezer space below 54 inches above the floor and have I UO percent of the nfrigeretor space and controls bebw i4 inches above the Door. ht lieu of these dunensionai rcyuiremcnts, a vertical side-bv-side type refrieera[or may be provided at the Handicap Unit. All refrigerators shall be self-defros[in_,. Refrigerators at Handicap Units and at the Community Buildmg shall be equal fo G.E. GTHI8IIIXW~4' with height to mid-freezer 54 inches or less. 2 2 RANGES & RANGE I{ODDS Ranges shall he 30" Gee-standing combination 4-burner range%conventiunal uvan, Hotpoint RB~_5 or equal at non- Handicap Llttits and 30" drop-in range self cleaning oven. Hotpoint 18515 or equal at handicap Uttits. Free- standing ranee with front convuk may be used at the handicap Unils. Provide pigtail fur range as required. 2.3 R4:NGE HOOllS Ranges hoods shall he equal to G.E" IN327iIW~4r, vented type with 2-speed fan and light, provide one at each living unit range. 2A DISH14'ASHERS All dishwashers shall he Ener_~ St•v quaiified. Dishwashers shall have '_ watih levels, hard food disposer, ~ cycles. heat dry un'off and high temperarure wash, equal u, G.E. GSDd000R Provide one at each living unit and one in the Cormrutniry Building. Yruvide ciSD:110oK Furotech, G.F.. GLDA6o0Y or equal dishwasher at esch Handicap units. RESIDFNTiAI. EQU1PIvTENT O81U 11900-I DIV1S1ON ?fi] I - 1:QUIP'sfENT ?.5 CLUI'HLS WASHERS ,4ND DRYERS CO~lbtl _~1TY 13U1LDING Clothes Washers at Communin• Buildine Laundry Room shall be equal to Speed Queen Coin-operated IIardntount St_'N04UG3, 40 pound capacity, ti.34 cubic foot cylinder volume, approximately 48" high x 40" deep x 3l" aide. Clothes Dryers at Conuuunity Building Laundr}• Room shall be equal ro Speed Queen Coin-operated llouble Stacked Drying Tumhler STT45, 14.8 cubic foot cylinder volume (each dryer), approximately 82" hi¢h x 49" deep x 35" wide. ~.6 COLOR Appliance color shall be white, except Community Building wasfiers and dryers shall be manufacturer's standard tinish. PART 3 - EX~h7fON ?. I INST.4LLA1']ON Sct sppliances into place, test, clean. Screw leveling legs down for es~cn bearing. Install as recommended by manulacturcr. "ET-D OP 5LC1IU\ 11900'• RESIDL-NTIAL LQlJlP~1F'~T U81U !1400-2 DIVISION ..I I - EQL'IYN1LN'f SECTION 119>0 - CAT3INETS A*1!) COUN 1'ERTOpS YARlI-GENERAL I.I DESCRU'TIUN UP WORK Famish all items necessary for complete ins[allation of products. inchidine filler strips. finished ledger artd cleats where visible. anchor and fasteners as required by conditions vi iustaliativu. Refer tv Scctium (11800 and 01900 Inr general information regarding project requirements under the State Evergreen Sustuinablr Development Standard (ESDS). L2 SUI31vIITfALS A9anutacturer's Data: Submit oemplete product litcraturr. YAk1Z-YKODUCIS 2 1 VOLATII.F ORGANIC CUNSPOLINllS L1M1'f REUUIRE6fENT5 InretSor adhesives shall be low-or-no VOC type. Products shall comply wirh Rn1e 11GR of the South Coast :\ir Quality Manaeemcnt District. Provide a submittal cvulaiuing product lilerawre for adhesives to be used, which provides dvvumenu+tion that VOC levels meet the requirements of Rule 1168. .A copy of this subminal mull he maintained mr-site during antstructiun. 2.2 FUItM,ALIJLHYllE-FREE RtiQI!IREMF.NTS .411 interior plywood, particle board, MDF or similar a+mpusne wuoJ produUS shall he free ni ti~rmaldchydc hasrd gluts, ur shall be scaled with an uppmvcd Ina- Vpf' ,>ealer, to meet Criterion .-3 of the \L'ashingmn Starr Evergreen Susminable I>cvelopnrcnt St<utilaril. Yrovidc product data ilocumennng that composite wood prvdurts are free of urea forntnldchyde, or denu)nstrating that said matcnals are fully sealed with a lew VOC scaler and sealer litcramrc submtllcd for approval. 2.3 C.461NL- I S Modular. factory built in sizes and umligurations shown nn drawings. Cabinets shall have l+3" solid oak face Games. industrial grade particle board sides, hack, top and shelves, and medimu drusity fiberboard (MDF) sides arrd duos. Cahinet inh:riors and shelves shall have polyester or melamine facing; :helves shall have pvc edrr handing un exposed edges. In general. provide 2 shelves of wall cahinzrs and I shelf m base cabinets. Door snJ`drawer Goats Shall have oak veneer on bosh sides, with beveled ed~.;e tinFer pull. Drawn kuidcs shall br K&\' 1284 i~r equal. [3reailbuarils shall br birch veneer plywood ur solid hardwood. Provide 6uish end and back panels as shown or required for lnished appearance. Oak surfaces shall have a htctory finish consisting of a pcnctraling stain, a laeyuer seal coat and apre-catahzeil lacquer top coat. Cabinets shall comply o•rlh ANSI A l ti l.I. and shall hear the label of an independen[ agency in accordartcr with IIL'I) regulations. Label shell identity manuSacuucrs name or symbol and imiiaatc corupliance v<ath ANSI A 1(I . I Cabinets shall be "Uaklattil" series as manufaclurcd be :lristokraR Cabinets, or approved equal Cblur shall be as seleclod 6v Owner Imm full color line. 2.2 COI~NTFRTOPS Preformed plastic lamu)ate yr iv6 site lamioatr (srll'rilgingj, over 3:4" particle board. Baeksplashes shall he provided. either loose or imcgral wnh cuuntcnep_ Loose side :plashes shall be l±rvvriled wherever countertop abuts a mull surlacc. Ylaslie laminate adhesive .hat l comply with Rule ! I G8 of the South Coast Au Quality Management District fur VOC (volatile oreanic compound) limir-a. CA131 V E'fS .4ND COl?N'FP RTOPS OR10 Il9>u-i DIVISIUI; NI l • F.Qt!IPMEN"( PART 1 - [KLCUTION 3.1 1NST.ALLA710N install in strict accordance with manufacturer s wtiaen instructions. Cabinets shall be securely anchored m studs nr to solid blocking. .«tn~ or sFCru w I ~n;~.. C:~BINETS AND CC?I.NLPRTOPS OS 10 119so-z [tlVltilON ='I2 - fI!ILVISIII\GS PARTI-GENERAL 1.1 DkiSCRIP'iI0\' OF \VORK Funnsh all items necessary for complete installation of products, including anehurt, fasteners as required by eondtuons of installation. Refer to Sections U1 RUU and U19U0 for general information regardutg project requirements under the State Evergreen Sustainable L)evelopmcm Standard (F.SI)S). 1.2 SCR:IITTTALS Submit samples fix selection of materiel and color by Owner. R1RT 2 - I'RUUUC"1 S 2.1 \1'TNDO16° R],INT>S Provide solid vim~l thin-slm horizontal blinds N all windows on the pmjccL Rlinds shall he rnmplete with tilt rod, pull curl and other accessories required for a finished installalien. Color shell be as selected by the Owner. PART ? - EXF.Cl.rilftN 3.1 INS'I'ALl_41l(iN Install in srriat accordance +viih munul:tcturcr's instructions. 'rE:\'Dl)F'SFC71f1N 12iUU`'' W'1Nll0\V l ItJ=ATi<9EN f ORIU 125UU-1 DIVISION w15 - M>:CHAN7CAL PART I • GENERAL 1.1 DESCRIPTION OP WORK Provide mechanical work as shown and specified. complete and fully operational. Comply olio with Division 1 requirements. Refer to architectural and electrical plans for location of plumbing Pictures, estrous[ fans, range hoods, clothes dryers, etc. Refer to Scuivns 01800 artd OI900 for general inlvrmation regarding project requirements under the Scate Evergreen Sustainable Development Staz[dard (ESDS). I ? SUBVi]TTALS Manufacturer's Data: Submit complete product li[erature and cu[ shee[s for all items. 1.3 CODES AAD STA;VDARDS All mechanical work shall be in strict accordance wish the must current edition of the ln[etnational IIuildurg Cade (IBC). ]ntemational Mechanical Cvde (IMCI, Uniform Plumbing Code (UPC), National Fire Protection Association (NI•PA), In[emational Pire Cvdc (11~C), National @lectrical Code (NEC), and all applicable state and local codes, laws and ordinances. I.~ PERM_LTS AND FEES The Contractor shall obtain and pay for all required permits and fees necessary to fully complete all mechanical work. 1.5 GC'ARANTF.F, Contractor shall guarantee the satisfactory opc~atiun ofmechanical wank provided and shall repair or replace to the satisfaclivn of the Owner or Architect, any defective materials, equipment, or workmanship which may show itself within one year from the date of acceptance. I.b CLL•'ANQvG The Contracror shall, at all times. keep the premises free from accuntnlations of waste material or rubbish. At completion of thejob, the Contractor shall remove all wols, scafTolding, arrd surplus materials. PART ? - PRODCCTS 3t EXECUTION ~.l PIPING Piping materials shall be as indicated bclow•, csccpl Thal piping passing through lire rated walls shall be metal per code requirements. Domestic water piping inside the building shall be type M copper soldered wrought copper fittings. Buried piping inside building shall be type "L" soft drawn copper robing or PL•X piping. PEX piping is allowed only if drere arc ^ojoints carder dtc floor slab. Waste lines azrd Vent Lines: DWV AIIS schedule 40 with fi[tings conforming to ASTMO-2665 Ls[erior Wa[er Pioine: 0900 P.V.C. 0810 15000-I lllVIS1ON uIS -MECHANICAL Fxtenor Sanitary Secvzr Yinine: t'.V,C. Schedule 30.34 sewer 22 DUMF.STIC \b':\'tFR I.1xF 1VSi_7.AT1O\ All above ground foot bwied in earth] cold water and hot water piping shall be insulated with R-3.6 min pre-formed ArmaFlex or equal foam pipe insulation. Bwied hot water piping shall be insulated with R-3.6 min Lipnor "Ecoflex" or cyual insulation. ~.3 GATE VALVES A?1D VALVE BOXLS Provide tee-handle wrench similar and cyual to Mueller A-2461 Q length as requred to extend 24 inches above ground level when operating the lowest vatic furnished. Center valve boxes and set plumb over the wrench nuts of the valves. Set valve boxes so that they do not transmit shock or stress to the vaves. Set valve box covers flush with finish grade. Cut extensions to the proper lettgth so that the valve box dues not ride on the extension when set at grade. Aackfill shall be die same as specified for adjacent pipe. Place hacklill around the valve boxes and thoroughly compact to a density equal to that specified for that adjacent trench and in a manncv Utut will not damage or displace the valve box from proper alignment or grade. Misaligned valve boxes shall be excavated, plumbed and backfilled by Contractor at nu additional cost to Owmer. ~A TESTS Pipe systems shall be subjected to the follwving tests, and no piping shall he covered or concealed until it has been so tested. htspected and approved by the Archilcct end any local inspector having jurisdiction All domestic water piping shall be subjected to 100 lbs. hydrostatic pressure and prvvrn « ght at this presswe fur not less than 30 minutes. All the waste aztd vent piping shall be tested by plugging all openings and tilling the system with water to the highest openhtg above the roof All dead ends shall he relieved of air. Test may be applied [o the entire system or to sections thereof, bul no section shall be tested with less than ten foot head of water. in telling successive sections, the upper ten feet of the next proceeding section shall be retested, so that the entire system will be admitted to a test of a feast ten foot head of water 'fist shall remain constant for not less than I S minutes without any Leaks or any further addition of water. Contactor shall install all fittings as required to make tests. Contractor shall provide all materials and equipment far tests. II' Icsks arc detected, they shall be fixed and tests repeated. ~.5 CUTOFFS Provide cutoffs in all branches to ha[teries of fixtures in main to cutuft'sections of [he building and individual cutotTs an supplies to all lixtuns. Fixture cutotTs to match fixture trim. Provide access doors to all concealed cutoffs not otherwise acczssible. ?.6 JOINTS. ETC.. Joints in screwed pipe shall be made wRUt threads cut so that dte pipe practically fills the etttire recess artd comes up tieltt. Ty-Seal joints or No-Hub shall be used for all cast iron pipe. Joints in concrete pipe shall be maile with Press Seal gaskets UkSIU 15000-2 I?IVISION X15 -MECIiAN[CAL ~.7 UNIONS A union shall be provided attach pipe connection to cyuipmen[ and automatic valves and where necessary to disconnect piping for repairs. Ground joint malleable type. Pipe (lashing devices in metal roofing shall be n•pe approved by roofing maztufacturer. ~.8 CLE.4NOUTS Cleanottts orrodding holes shall be provided in all waste, sanitary• and storm sewer piping and rainwater (cadets at all changes in direction where the horizontal runs exceeds five feet in length, at the foot ofal! risers, at intervals of ~0 feet in straigln runs and wherever shown on the drawings or required by the IJPC or local regulations. ~.9 SLEEVES Sleeves or cushions shall be provided where pipes pass through masonry walls, concrete walls, Moors, nr ceilings. Pipe sleeve through foundation walls and floors shall be caulked with Fiberglass and concrete to make an air [fight seal. '.10 INSERTS Suiwble steel inserts or expansion type anchors of steel or (cad shall be used as holding devices in mssonry and concrete. Wood plugs shall not be used. fhe Mechanical Contractor shall provide all inserts necessary for the installation of his work. 2.1 I FLOOR A_\~ WALL PLAT'GS All pipes passing through finished walls, floors and ceilings shall be fitted with nickel or chrome plated solid brass plstes sized to fit the pipe on which used. Plates on walls and ceilings shall he provided with set screws to hold the plate in position. x.12 PIPES THROUGH FIRE SEPARATIONS All pipes passing through fire rued walls, floors and ceilings shall be sealed in an approved manner to maintain the fire rating of the penetrated surface. 2 I,? PF`ETRATTOV SEALING The annular space around all mechanical penetrations shall be fully sealed, including piping penevations in sink and vanity cabinets. Where required by Code use firestopping sealant. At cstcrinr wails use Ihetmxl expanding fosm sealant; trim foam and neatly dress with paintable sealant where exposed to view. 2.14 E7OIAUST F.A.'+IS Pruvrde ductwork for esbaust fsns, range hoods and clothes dryers furnished by others, using sheet rnctal materials sized to fit equipment connections. Run ductwork to wall cap or roof vent and make aff connection,. Prvride roof caps of prefmished metal in color selected by Architect; provide wall vents of white vinyl. All exltaust tans, dryers and hoods shall be vented to the outside. 0810 15000-, UiVbli 1N ;: I5 - MECHANIGIL 2,15 PLUMBING COD Contractor shall at all times coopcrxtc with the inspectors having jurisdiction and all work shall be in_ttalled so as not ut conflict with the Uniform Plumbing Code and with the rues and regulations of the local City, County aad State. Should there by any discrepancy between drawings and specifications, or the drawings andtor specifications be wnstrued as convary co code, then refer to the General portion of this specification for instruction. rill pipe sizes shown on the drawings are the minimum that will be allowed. Should the code be construed as regttirine larger sizes in any in_aance, t}te larger size shall be substituted (this shall 6e taken care of by the Contractor) without additio[z<~1 cost to the Owner and shall be called to the attention of the Architect. 2J6 PL["MRTNt; cpLC.lai {'ii._~ F)nnr Drains in Finished Areas and Shower Drains: J.R. Smith Fig. 2005-A with clamping collar and 5" diameter grata In Mechanical Rooms and Uther Unfinished .Areas: Fig. ^_ 110. See plumbine fix[ure listings for executions. Provide C.1. P-trap with I.'2" primer tapping with all door drains. All tlrx~r drains inside building shall be primed. Trap Primers: E&S or P-2 install with union. Where indicated on drawings and where practical, prime Floor drains with water closet flush vah~e using C.P. tubing where exposed. h)stall trop primes ill readily accessible locations. Cleanours: Shall have cover plates. Wall Hydrants: Standard frost free Vv'oodford. Pryor or equal with vacuum breakers. 2,17 R'A 1 ER }IEA'I LRS Hot Water Tanks: Shall be elecvic, size as shown below,ll L approved, heavy-duty complete a•iffi safely couvols, thermos[ats, devices and instruments requued fur proper operation. All heaters shall be warranted for 5 years and shall be glass lined. Working pressure of tanks shall be 150 psi. Sct thcrmnstat to (20 decrees F. Living Units and Community Building: 50 gallon, 0.94 Energy Factor, two-3500 watt elements, 240V. single phase. A.U. Smith, Bradford-\Lfiite or Rheem, equal co Rheem SiVR~2-2. Relief valves: Each tank to be provided with pressure•temperature relief valve, A.S.bt.E. with pressure settings of not more than li0 psi and temperature setting of 210 dcp~rees F. Provide copper pipe outlet to exterior, approximately 12 inches above wrtde. Pipe should extend past line of siding approximately 3:4" and be caulked at tiding penetration. 2.13 POTABLE \l'ATF.R EXPANSION TANK General: Provide diaphragm type expansion tank of size and capacity scheduled for domestic hot water systems Tank: Steel construction with NSF approved plastic liner inner shell, butyl diaphragm and epoxy coated outer shell for corrosion resistance- l'snk shall be rated ibr 100 psi max. working pressure, 200 F' mac. worlting tcatpemnue. Air charging vahe shall be provided. Tanks with a fowl volume of L5 cu. ft. or grca[cr shall be ASIDtE constuction. Schedule: Abe fKUL ..\touel ST-S.. 2 gallon tank volume or approved equal 2.19 pL.irb[BnG1IXTLlZLS Furnish and insudl plumbing fixtures of the nuntbcr shown on the drawings. Enameled steel fixtures shall be acid resisting. All fixtures shall he, when the jab is complete, free from cracks, crazes, and blisters and shall have smooth even surfaces. This Contractor shall provide all necessary hangers, bucks and bracing as required for support of plumbim2 fixtures, provide manufactured support where specified. OS10 150it0-3 D1~ISION ~l5 - MECHANICAL Exact location and mounting height of handicapped plumbing fixtures shall be obtained Crotn the architectural drawl!}e9. Basic fixtures shall be Briggs, American Standard, Kohler, Eljer or equal. Stainless steel sinks shall be Rapublic, Elkay, Dayton, American Standard. Kohler, or approved equal. Fixture; shall be white. Deck mounted faucet and ours shall be installed with a sealant Exposed piping to flush valve; and primer tubing ;hall be chrome or chrome•jacketed. Seal all opening; behveen fixtures and walls. Living Unit Fixtures: Standard Livi~Ctnits Tank W'pter Closet;: Kohler Cimmaron elongated. Speedway supply with stops with plaaic scat and cover. Maximum ws[er use for water closets shall he 1.3 gallons per flush. Counter=Mount L}tvat~: American Standard ".Ayualyn", with p-trap, Spccdwsy supplies with stops, and Delta single Icver faucet with pup-up drain and I.0 gallon ptv minute aeratur`restric[or equal Aivi Conservation Part No. ?010.12. Nall-D9ount Lavatory (3-bedroom units): American Standard "Lucerne" sink, w•iih p-trap, Speedway supplies with stops, and Delta single lever faucet with pop-up drain and I.0 gallon per minute aeratodrestrich}r cyuai .AM Conservation Part No. 3010.12. Shower (3-bedroom units & 4 _betlrtx>m ugitsl: Lasco 1363-C "Lascuat", 36"x36" fiberelass shower unit, with Delta Presstue-Balancing Shower fittings with drain. Provide Delia RP46384-H2O water-conserving shower head with a maximum flow rate of 1.75 gallons per minute. Tub'Showers: Lasco 2603-SG "Lascoat", 6U"x32"x72" fiberglass combination tubahower unit, with Delta Pressure-Balancing Tub and Shower fittings with drain finings. Provide Delta RP46384-I12O water- conserving shower head with a maxunum flow rate of 175 gallons per tninu[e. Kitchen_Sink: Dayton DJ12523-3 Kitcfien Sink with Delta Collins Series single lever faucet, 140-W'E- DST, maximum flow rate of I.5 gallons per minute. Han ica~} Barrier Free HiC fTvoe Al Livine C+nits Tank. V6'afer Closets: American Standard Cadet 17" high elongated at handicap Units. Speedway supply with stops with plastic seat and cover. Maximum water use for water closets shall be 1.6 ~alions per flush. Coun[erMqunt_I,avatorv: American Standard "Aquah~', with p-mp. Speedway supplies with stops, and Delta single lever faucet with pop-up drain and I.0 gallon per minute aeratorrrestrictor equal Aft Conservation Part Vu. 3010.12. Provide ADA insulation packaee at Handicap C"nits. TubiShowers: Lasco 2603-SG "Lascoal", 60"x33"x72" fiberglass combination tub.`showcr unit, with Delta Pressure-Balancing Tub and Shower linings with drain fit[in~s. Provide Delta pressure balanced valve, Delta hand held show•cr with vacuum breaker and hose, grate bars and 24" wall slide bar. Provide grab bars as shown unless bars arc provided by others. Provide Dellis RP46384-[I3O water-conserving shower head with a maximum Flow rate of L7j gallons per urinate. Kitchen Sink: Dayton PJ12532-3 Kitchen Sink with Delta Collins Series single lever faucet; 140-~b'E- DST, maximum flow rate of l.~ gallons ptr minute. C~tier Fixtures R aching Macluae Outle[ Box: Specialty Products No. P41.4, provide unc for each washer at ttte Laundry Room. OSLO 1SOU0-5 DIV1S10\ -'._ - ^tECH.4KIC_4L. Laurtdry fob: Florestone Model WM, single compattment, wali-hung, 21 gal4on capacity. Provide complete with faucet and all fittings. Provide one at the laundry Room. Community Builduto fank 11•'atcr Clgiets: Kohler Cintmazon elongated. Speedway supply with slops with plastic sea[ and cover. Maximum water use for water closets shall be 1.3 gallons per flush. Counter-Nonni La~atorv: American ~tandarl ".Ayuxl}m", with p-crap. Speedway supplies with stops, and Delta single Icver faucet with pop-up drain and LU gallon per mmure aeratorres[ric[or equal AM Conservation Part No. 3010.12. Provide ADA insulation packa_e. Kitc~ien Sink: Da}'ton PJL522-3 Kitchen Sink with Delta Collins Series single lever faucet, 140-yi•'E• DST, maximum flow mce of 1.5 galbns per minute. 2 2U PLUMBLNG INSTAL,LATIUN lnstail pipes, pipe fittings and txtures in accordance with recognized industry practices and referenced codes, and achieve permanently It•t}[-proof piping systems, capable of petiorming each indicated service without piping failure. Install each run with minintnnt joints and couplings, but with adequate and accessible tmions fur disassembly and maintenance+'replacement ofvalves attd equipmrnt. Make sanitary waste and vent, domestic hot and cold water connections m all fixtures shown on the drawings. Provide I S inch water hammer air chambers at each faucet location. install cicanuuts, access panels. etc. as required by code, in locations that will facilitate easy maintenance- Provide chrome coven on cleanouts, Exposed waste and supply piping st all barrier-live lavatories and si»ks shall be covered with specialty pipe insulation or covering kits, made specifically for dtis application. Protect sides and bottom of rubs after installation with heavy cardboard taped securely in place. 221 P1P[VG SYSTEM CLF..ANING ANU PLt:SNINti Domestic Water System: All piping systems shall he thoroughly flushed and cleaned prior to testing. Aflcr completion of all tests, replacements and repairs, all domestic water supply systems shall he thoroughly' flushed with water to remove sedunent acrd thin disinfected. The disinfection shah be applied to all hot and cold water piping, drinking water pgting, tanks, and rrther piping and eyuipmcnt comtcctcd downstream from the point of Connection. ~ ~'' DUCTWt~RK Provide ductwork for clothes dr}rers at the Community Building and provide ductwork for individual exhaust fans and range hoods at the Living Units and Conunurtity Buildine, urine sheet metal materials sized to Gt equipment connections. Run ductwork to wall cap or roof vent and make all connections. Provide roof caps and wall caps of prcfinishcd metal in color selected by Architect. All cshaust fans, doers and hoods shall be vented fi the outside. Ductworks shall be per S~1<1CNA standards. Sell all duct joints with mas7ic sealer. Insulate ail ducts in unconditioned spaces with minimum R-8 insulation. D+terr,ur4. for clothes dryer es'maw: systerrrs shall be Q:~or:cated with a minimtun of 24 gauge galvanized steel. Secure duc[workjoinu and fittings with lsstening devices that du not extend htto the duct. '°F.XD OF SECTIUV 1:000"' 0310 1?000-b DIVISIO\ ~I ~ - \iFCH:1NI~AL Uucnvork for clothes dryer exhaust spstems shall be fabricated with a minimum of 24 gauge galvanized steel. Secure ductwork joints and fittings with fastening devices that du not extend inw the duct. ""[Nll UP SLC170N 1 X000'" 0310 15000-7 PART 1 -t;1=KFTZ 4! LI SCUI'LOP\V(iRK Yrovidc all material. Ittbor, zyuipment, design and services ueczssar}• to perform the installation of the Ere sprinkler system as shown on the drawings and sa dcscribgd herein, Comply also with llivisiuu 1 reyuiretnznts. Refer to Sectinm> n 18(10 and 019Q0 for general information regarding project reyutrcmcrots under the State Evergreen Sustainable I)cvelopmcnt Standard (ESDS). 1.2 SCNIMARY OF' R'ORK Ibis installation will consist of a hydraulically calculated wzt pipe sprinkler system protecting residential Auildings A, R, and C. the installation shall comply wish the rcyuiromerrts oCNY}'A 13R. Calculations shall be based on a maximum ibur• head calculation throughout the resideniai areas. A minimmn cushion of S psi shell he protitled lxttvern sU denkvrd points and thz water supply. The water supply to fie used in the calculations ie shall he based on a water supply of 55 psi static, and 2U psi resirlual with 2560 gpm Mowing in the nattreasl comer of the site. l3 COitFS:\MSTAND.ARDS: This installation shall conform 1e each of the following: NI'YA 131E 1007 Edition, Installation of Sprinkler Systems in Residential Occupancies up to and Including Four Sutrics, International Building Code. 2006 Edition Internxtiunal Firc Codc,'_0tl6 Edition In[ernatimml Mechanical rode, 2006 Edition Undcnvnters Laboratories Fire Protection Equipmenl Direclop•. 2009 L•diliuv iL'ashingron Adminisrrarn•e CoAe, ?vly f, 2006, :2merrdments. All work shall comply firlly with all applicable codes and standards. Nothing in the contract documents shall be construed to pemril nun-compliance with any code or standard. 1.4 \\':1RRANTFF 71tc contrucwr shall guarantee all materials: cyuipmcnt and workmanship in this installation for a period of one }ear from Ihz date of completion Any spstem faihue during that timz shall be repaired at thz contmetor's expense. I.5 Ol:A1.IF1C:1TIO1S t-)F CONTRACTOR :111 work shall he. pertonned by a Contractor with a valid 1\'ashington stare Contractor's license for the installation of fire sprinkler s}cu:ms. The shop drawings shall he stamped by a Cettificare of Competency Flolder wbo is a NICFT i.evcl 3 spririlazr dcsigrrer. IGr Iie1J installation shall },z sup:nisaxl ut all )irnes b3• a juvm:•»nan sprinkler fiucr or person with cyuivalent experience, U81 U Y1RL i'RU l ECI lON (53001 L6 4G ftlUR1TV' H:AA'1NG IGRISDIC'TTOi; Far purposes of code compliance the Audtoriry Having .hrrisdiction (:\HJj for this installation will be the City of Pasco, \6`ashington. Where there arc conflicts ber<vzen the AHI and the referenced codes and standards, the more stringent shall apply. 1.7 11ATERLAL S U f3MITT.AT S AI Icast l0 working days prior to submitting shop drawings, furnish to the A'E a camplctc list of equipment and produtts, and a manulacturet's catalog sheet Cor each item ro be include) in the prgjcct. The Conu'aetot' may submit as many copies a< it pmcncally needs. Two copies '~:ill he retained, the remainder will be returned to the convactor G`ech cop}• shall be bound separately in a soft cover river-hole folder, and shall include an index of all products therein. .All material subn»ttals shall include all items listed in the product szction and all additional items necessaiv m provide a complete installation. \Vherr more Ilntn one item appears on a manufacture's catalog sheet, the item er irerns to be u<ed shall bz indicated. I.R SHOP DRAWNGS 1t least IS working days prior to any installation or fahricatiou of dtc system rnmpanents, the Contractor shall subnut shop drawings and hydraulic calculations to the AL- far sppnrval by the A.'E. Two Scts e+f exch will be rctained l,y the :1;f. Submit additional sets as de±irrJ for return to the contractor. Al Contractor's option, submit tv.'o sets of corrtpleled drawings far preliminary rcvicw•, then submit the full number of sets after making any necessary cotrcctiuns. Shop drawings shall conform to, and include all items as set limb in ?\'FI'A 13. Alter approval is received Gum lhu ArF, submit shop draw•ines to the :1H7 for approval. Submit evidence of linal drawing approval by the AH.I to the ASE prier to the start of fahncation or mstxllslien. 1.9 DR.41\']I~GS OF RECORD l;ndannr. Drawings: Provide and keep up-ta-date, a complete record =.et c+t atplxovzd situp drawings, catTCCtcd daily to show every change from the approved shop drawings. Keep this set of prints rnt the job site and use onl y as a record set. Final Record SeC Upon completion of the work. submit d,c corrected recorJ drawings along with the atrrected reproduciblcs to dte ArF for turning over to the otant:r. Include ruo sets of prints of dte corrected reprofitcibles. PART 2 - I'RODUC'I'S .AND \4ATERIALS ~.I GE'JL-RAL ~Ialctials_ and l-:guinmenC All materials and equipment in the system shall be new and curregt products of a mvtufaenucr re~ulxrly engaged in the producliun of such materials and equipntenl. N`herc two or more pieces of cyuipment are required to perform mtcrrclated htne[ians, they shall be products of one matmfaeturer- \n royal Gutdes: (,'riles otherwise indtcated. all products shall be fisted in the latest publication of the Untlerwaitcrs Laboratory Firc Protection Directory or dtc Facairy M(uaial Apy,ruv'sl Ciuidc. ~ ~ 1'IPF C'PVC Fipr. CP\%C pipe tray be uscJ in all area,; where piputg is above ceilings ar in soffits, \vhcro used and in.aafled in conformance with its listing, Steel pipe shall be used where pipe is exposed. (1810 F[RF PROTEf-Tlf~'.Y I ~ 00-_' 2.3 I ITT[NGS .A'Jf) COUPLINGS Tfueaded Fiuines: Thtradcd fittings shat! he cast iron class t2$, rated far 1?.i P.ci. cold walrr wcrJw)g Cressure and shall conform to :1NSI B I G.4, :1STM I ^_6 and AN51 B2J NY'1'. Adapter FIanGCS; ;ldaptcr Oangcs (Goings) shall be cast iruNclass 125 confiu-ming to ANS! 8-16.1, with a rust irdtibiting coating. The adaprer flanges shall he by (iustin-Bacon, Gruvlok; Victaulic, or approved equal. CPVC Fittines: Listed fittings for CPVC pipe. 2.4 HANGERS AKD SUPPORT S Hander:;; Provide hangers w support all piping in perfect alignmem without sagging or intcrfcrence, to permit free expansion and contraction, and meet the rcyuiremcnts of NFY.A I3 for steel and CPVC pipe. Pipe Rinds: Pipe rings k+ he zinc a+atcd (ninnnll figure 69 or approved equal. '.~ VALVES Utam 1'ah~es: Drain valves shall he screw-in bonnet bronze glnhc calves, rated to I?i psi non-shock cold Hater working pressure by Nrbcu. United or approved equal. Low point drain valves shall have, in addition, a 3:4" brass nipple with 3;~f" malt hose threads and cap. 2.6 COMBIN.~ IION t\9AIN DRAfN%INSI'FCTORS TEST GGM Model F350 Test & Drain, er approved equal. Discharge to a safu location uuuide of the building. 2.? C'tIF.CK VALVES Cheek valves shall be iron hodv, hnmzu seat, stainless steel clapper with a replaceable rubber seal and I?5 psi hun-;bock cold \vater \sorking pressure. Viking model D or apprm~ed equal. 2.8 SPRINKI.F..RS Provide residential spnnAlcrs tnmu3hnm aA residential areas. All sprinklers in Cmished ceilutgs shall be white finish, tR \4'hllC il'CCatiCd CBCUIChCUn. Marc Spnnklurs: Yrovidc spore sptmklers turd escutcheons fur each q•pe and style pf'spnnkler used m accurdartce w•rch NFP:1 I ~ and proprnyionud hascd upon du number of each type and style ul sprinkler used on the project. 2.9 SYARL• SYR1NIkLLR C'.AIiINET Yrocide a spare sprinkler cabinet to accommodate the required number of spare Sprinkler and escutcheons. Include u wTCnch lix each type of sprirtklCr to the taboret. 2.IU Nut Used. 2.11 YRL•SSV1tL• GAUGE Provide a 3-1~2" diameter, buurdon tape pressure gauge, U-300 Ibs, I:4" soH metal seat globe valve wide amangcrnonts for draining t.+ipe between gage and valve, located near each main connol vah•e assembly. 2.12 Vv`ALL ESCUTCHEON Provide plastic split ring type esculcheon5~ L•scurehewrs are only required where wall penetrations are exposed. U81U FTRE YROTECTIOK 15400-g 2.I3 FIR_L•;AL\R>vTANDR~LATEDEpi.?IPMLNI' Equipment in this section shall be provided, installed, and adjusted by the sprirkler Contractor. Conduit, wiring, and terminations, shall be by others. \b'aterJ7uµ~_S~sitch: Poner VSR-F or approved equal Yrovide one switch Cor each riser. Valve Suneryisorv Switch: Potter OS1'SU-:12 fM' fJSfiY valves and compatible cxtcmxl valve supervisory switch Cor butterfly vah~es if inte~al switches are not used. Llc~tric Bcll: Potter 8", l2U VAC, Mode! PBA-1208 or approved equal. \•lount at location shown un the drawings. 2_14__ SIGNS Pro~'ide all control. drain and test valves with signs identifying the type of vah'e and the area affected by the valve. Signs shell he three layer etched plastic with red Izttrrs on a white background to identify vah'es. Lithographed mcud plates Wray be used in unfinished spaces or above ceilings. Yrovide hydraulic design infunnation plates as required by Nl-'YA 13. Z.l S FIRESTOI'YING Ivt.\TF.Ri,AL Fine>lupping material is lobe UL classified Ain PireshiAd BFS 100, 200 caulk or approved equal, P_~UL'1' 3 -):XECCTiON: 3.1 GGNGKAL Requirements IYiirc to lnslallatinn: Do nM order, fabrica[e, nr instnll any rrtuterial prior to receipt of all approvals xs stipulated in Ynt 1 of this Section. The most current mchitectural backgrowtds shall bt: used to produce shop drawings. Obtain these frirn the arctutcct prior to starting dcsinn. Standards and Requirements: All installation work shall lte performed in accordmx;e wish the reference standards without exception, and as required by the AHJ. All piping shall he insmlled straight, true and plumb. Chamgcs to the \Vork: Install all piping as shown un dre approved shop drawings. blinur d;;riatiwts shall be carefully noted ou dte rceurd drawings as oud¢ted in Part I of this SectiMt. Before making significant deviations from the approved drawings, written approval must be obtained fi'imt dte Owmcr and the AH.1. Coordination of Work: Carefully coordinate w•urk with other trades sn that unnecessary ufT.<cts and rcvisionx to the approved drawings ore avoided. Faihnz to coordinate does not relizve Contractor Crnm meeting the pertbmnnce standards herein. The convactor is responsible for completely coordinating with all odtrr vadcs and budding cunditic+us, pn>viding all offsets ac nzcessary Cor a completely rourdinatrd installation No extras will be allowed fbr resolving conllicts with other trades. 32 YLVf?~I-R;1-T1ClV~ Rcyutred Cleat'ance .Around Yipc_ Piping passing through lire rated assemlilizs, including tirc rated GWB assemblies shall be provided with cfearmce ucound the rotire e.iscusnCesesa;e c•StS~e pipe. Penetrations uS' walls chaff he made in a nzal mariner using properly sized hole saw ur masonnrconcrete coring as necessary. Tire Rated Assemblies: fhc• anmtlar spaces around sprinkler pipe. which penetrate fire rated assernblies shall be filled widr UL classifed tirestopping material in accordance with the manufacturers rccnmmendafions. Yznc•trauons 0810 FIRG T'RO l LCl ION 1500-4 of all fire-ratrJ ussrmblies, ehich are shr»im in the architectural drawings, shall he prntecleJ. 'fbe shop drawings ur ma[erial sufimiuals shall clrttrly depict the firestopping assembly proposed by the contmetor. Escutcheons: Split wall plates or escutcheons shall br installed where exposed piping or hangers pass Through a finished llvur, wall yr ceiling and shall f t snugly, securely anJ aver the opening. 33 CONTROL VAL\'ES Install all control valves, supply vahes •and tell cobra in zasdy accessible locations.'Ihe valvz handle or ~cherl shall he nn higher than seven feet above the finished floor. \A 1NSFECTOR'S TEST AND DRAINS lnsnector's Teak Provide. combination test and drain as required by NFP.A 13 and Ihr AH.I. Main Drains: YroviJz main drain for the main svstem riser. Discharge drain to a cafe location outside of the building nbuve Brack. Auxiliary Drains_ ProviJc auxiliary Drains at all Ivw points of the system, where the trappeJ section of pipe exceeds fivz gallons. The drain shall consist oF: as a minimum: a vahe, a 3; 4" brass nipple c+dJt 3;4" male hose threads, and cap. 3.5 DECKS Pmcide sprinklers for ull Decks and co'aered patios a5 required by the Intrmativnal luilding Code. Coordinate with the general cnntrector to ensure aJryuale soffits are provided to facilitate installation of these spruJJers. i6 PIPING Piping shall be concealed from view. tJ+'hcrc piping is installed in thz attic to supply the floor below, insulation shall he prrnmdc•J in accordance wrth derails dzpicred in 7~'FPA 13 and in the archilcclwal Drawings. 3.6 GALtGES Yn+vidz gauges at the system riser. Tap gauges from the main piping, nut Cron tkte drain piping. \.7 1'AIVTING Painting of pipe is not a requirement of this section. 3.R R~SPF.C'['IOh: Pt,!hC'll lJS7 R.VU HYDROSTATIC TESTS hydrostatic Icsts shall br performed in the presence of the AH.1, Am• Icaks or drips shall be promptly repaired. Evidence of the completed tests shall be comeyrJ to the .Ai[ by submirnng a ectmplered contractor's I`]aterial and 'Ined Crrlilicale. punch List: Deficienr.ies found m the installation will be recvrdeJ vn a punch list and delivered to Cnntractur. All items nn the punch list shall bz promptly corrected, Notify the A;E in u~-iting once all punch list itrn)s have been corrected. r''END OF SECTION 11300°} 0810 I7R)= PKOTFC'TK)N 15300-i 1 C>IVISION !r 16 - ELLCTRTC:\l. SECTION tb00p- ELECI'RIC:1L I TART 1 -GENERAL 1. I DESCRIPTION OF WC)RK Provide electrical work as shown and specified. Comply alsa with Division I requirements. Refer to Sections (11 Rf10 and (I 1900 for general information regarding projzta requirements under the State ' Evergreen Sustninahlc 1)cvclnpmcnt Standard (F.SDS), I.2 V,'ORK INCLUDED ' Phis work includes but is not limned ro rhz furnishing, delivering, installing, testing and placing into successful operation the work specified harem and sheen on thz drawings. Electrical dnwntgs do oat show complete details of building consrruclion and this Contractor shall refzr to archicectural plans for derails and tumish cyuipmenr and labor to provide a complete and operating systern. Work shall include. but is not limited to: underground I?0;240 volt scrvicc including conduit system from the serving Citilit}•'s transfonncr to exrenor meter centers at each huildinG and scrvicc conductors from Uansformzr to each meter center including splicing to Utility conductors. Pay any transformer costs and pay charges Cor conductorstconduit from transformer to meter comers i(work rs done by the scning Utility. .`.1cizr comers with exterior metzring and circuit breakers to meet requirements ofscn•ing Utility Company. Branch circutl and pawn cinuit conduits and ivirittg, incltrdmg ot+tkts, sen•ice et+nnectinns, switches. connccriuns to mechanical cyuipmenr, etc. Interior and ewerier lighting fixtures and lamps with all accessories. felcphane systetrr. including condutt and wrt~mg &am main telephone cabinet to each telephane rcceptaclc. sod iucludurg fully cumrccled outlets and plates. Cable TV system, including ctnrduit and wiring from m'sin cable'I'v cabinet to each TV receptacle, and including fillly connzcted outlets and plates. 1)aor bells. intake detectors. Elettric baseboard heaters arni thermostats. ' Exhaust fans (Juawurk specified in Division 1$0001. Gncrgcnq~ Call Sy+tcm ' T ? CUIJES .+t-NU 1'EIZ\91TS All work shall be installed in strict accordance with and all materials shall meet the reymremcnts of the V.E.C., National Electrical Safety Cade. State regulations and ordinances, all local rotes and rcgufarions and other rcgulatiotts listzd m Divison f Purmsb and pay for all permits and inspection fees regmred. l.a CONTIL~C'T D1Z4WINGS ' Contracwr shall vzrify all dimensions on dte job and be responsible for the proper fit of hi; work in relation to arohilcetural anJ mechanical cgmpmcnl and Ceaturzs. ~, Flecu'ical drawings are dingmnunatic only. Contractor shall run atl circmt; as rcyuircd and provide additional couJuit and circuits as nzeded to complete the installation of all electrical cyuipmenr, devices, lighting„ etc. ox I f~ t 6tlilU- 1 Dl1'ISI~?T` 4I6-LLLC11t1CAL Conrrac[or shall furnish ux-built drawings upon completion. All work to Me by competent mechanics under supervision of competent foreman Wnrk and job shall be kept clean and frze from debris. T4ie drawings ants specifica[ious arc complimenian• and what is called for in either is as binding as if called for in both. LS \9ATFRIALS.4NU1`JSIALIr\TIOV All materials and devices to be nea• and U.L. approved Cor the intended nse. Submit panel calculations and panel schedules' for approval. Submit shop drawings or catalog miorrnalion for approval o^ the following: Yancls and h1eter Centers Devices and PIa[es Lighting Fixtures Smoke T)erectors Door Bells E?chaust Fans Timer S r+ i robes Emergency Call System llu all cutting, dt'illine, pa(ching required fix electrical +vork, but under nn conditions may structural u•iirk be cut, except as allowed by dre CBC. .All wires and cablzs to be run in standard hzavy +vall, intcrntcdiate, EhiT or wiremold, where exposed, if in lircwalls, or as othzrw•isc rcyuircd by node or rcgulalion. Cnless prohibited, nun-metallic sheathed cable may be used. l lse standard rigid galvanized in concrete and masonry. Support all conduit, boxes, etc., in accordance witfr N.F.C. Provide lzad ,lockets at rnnduit penztrating real'. I - I -1" deep witzmuld buxcr .hall be used for switches and rcceptncles that must be surfin;e manttzd. Use plastic cover plates r}uvughuut Fixmres installed per manulacturer's reconunzndations and N.F..C. and Underwntcrs' [ab approved. Pluurescent lixtures shall hate LTL CBM Class "P" rated ballasts and Bill ballasts shall be Bonus Line ur approved equal with "A" sound ming. Separately pttriccted nth fuses mounted in "in the-line" fuse holders. Lighting fixtures installed with weight of tixnrre carried by ceiling framing construe[ion .All lixtures urstallzd in suspt-nded ceiling system shall be securely fastened to !hc ceiling framing menrbzrs lu moot rcyuir. menu of Article 41U-1 fiB of V.F.. C. \ictal parts an exterior tixnires suiltiblc fur outdoor service without famishing or darnagz due to exposure. I.ighring lixtures complete with lamps. Fluaresccnt taint?s fo br warm '.vhifc. Provide x 4" syu:rrc rn' octagon outlet box tier each nude(. (Jotter buxe•.c at ceiling sfia11 be anchored so as to supped the weight of fixttues. A complete system of copper crnuiucron shall br installed in the conduit s}'stem, where applicable. Thrnnoplastic msulatzd type 1 H1\+ wire FR and larger shall br stranded. Type TIIIIN insulation on 5' 10 and X12. Minimum size 14. Von-metallic sheathed .able shall he Type Nhf, except underground use Typz U..Aluminum conductors may be used for incoming service and 12~r feeders to panels. if in txnrfimnance [o the V.E.C.. State and Local regulations. Provide nzw uudnrgrnund 12012apV sen'ice to building meter center, as dzscribcd in game?aph 1.2 above. Provide meter centers lu meet power company reyuiromcnls. Furnish and install luadccmer panzlboards. Yancls shall he of the circuit breaker type with bus capacity rcyuircd far counecfzd load and I'ar spares, ~tinirnum Living Unit panel size shall be IUfLA, with ^ -2QA spare breakcri. E)$ ! U I (i000-2 DI\lSIUV #Ib- CLCCTRI(:AL I'amlbuards shall he G.E., W'ostinghouse type NOP or approved equal with plug-in line connections. 1.2. or 1 pole corrurwn tripping. Cabiuer and trite shall be.~fcode gauge. Director}' frame r+~irb bea+y gauge rJa~lir cw each door 17irrctury card shall (rave list of each circuit service. F.ach panelboard shall he provided with a neutral and grounding bar. Provide all switches, receptacles, spceial connections and outlets as indicatcJ. Provide power conduits and wiring to miscellaneous equipment, kitchen and houJ cyuipmrnt, uemettions and wiring to all associated control and interlocking wiring as indicated and required, L6 S~dOKF DETECTORS Smoke detectors installed in living units shall fully tnccl U.L. and NLC rcymremcnts. Install`wire as noted on the drawings. I.' BASP13UA1ZD HLe+.I'L\'G UNITS Provide clecuic baseboard heating units with remote wall therntostats. Bathrooms shall be heated with heat lamp unit as shown on the drawings. Units shall be U-Mark Q~1K 2540 Series a' approved eyual. See dmwings for locations and sizes. 1.8 TLLGPIfONE SYSTEM Provide boxes, jacks, cable and required raceways and underground service conduit to buildings for telephone system. Living units shall have 2 [clcphonc jack outlets, +rircd in series. Cable shall be Siccor er cyual 4-wire (2 pair). 24 gauge- Provide any other materials and labor necessary for a complete telephone xyztcm: ready for scn~ice connection by Tclephrnre Utility, and installation of phrntcs by tcnant- L9 CABLE Il%til'S11=h1 Pnrvidc boxes, plates, cable and rcyuircd raecwav from cable ~fV cubincl w each TV oudct, fully installed. Outlets and cable may be furnished and installed by Cable Company. in which ease clecMcal contractor shsllpay aUpre- wiringcharges by Cable Cnmpan}•. I.10 DOOR BELLS Famish and insmll door bell sysrem at each T.iving Unit, including tmnsfonner. I ~cate as shown on the drawings. 1.11 T1A1F.R S\VLTCH Furnish and insmll a timer switch wired to the heat lamp at each Ln ing Unrt baduoom. Locate as shown on the dnwings. J2 Elv1ERGF,NC'Y CALL SYSTEM-II~IVDIC.AP UNITS Frernisb and ins?a11 emergency call system as specified herein and as shown nn the drawings, All components ul lhr s}'stem shall be compatible for the use intended: Edwards. C ouch, or other approved systems. Install in accordance 'with manufaClurer's instructions. Buzzers shall be cunlinu.,us duty tope. Pull curd switches shall have nun-metallic pendant and cord. 'Ihe :p•slem shall e!pesatc as follows: L A tall station shall be installed in one bedroom and the bathroom of each Accessible Livine Unit. 14 Units total un project). ~~ 2. An alarm buzzer shall he iusrnlled at one place on the exterior of each building, Containing :lctcssible Units, +vhich shall activate when a pull cord is tripped ,+adrin dre individual hmWing. I_ocatc buzzers as shown on the drawings or as so directed. When a [enant trips cord: only hi: building alarm shall OR 1(1 11i00(L 3 llIV1cI~rN ;. I fi - LLLC 1 hIC:1L operate. htstaliatiun shall previrle means fut si4cncing buzzers and reseuing call stations afiet activation. 3. An emergency call light shall he installed near the entry dour oC each :1ccessible Living ['nit, which shall activate when a pull cord is trippeJ within the Unit. I.13 CLL•.4N•UP The Electrical Contractor shall continually remote debris, cutnncs, crates, canons, etr,., created by his work. Such shall be dent at sufiicien[ fi'equency to clitniuate hazard to all persotmel. Before acceptance of the installation, the Electrical Contractor shall carefully clean cabinets, ganci.c, boxes, whin; devices, cover plates, etc., to remove din, cuttings, paint glasrer mortar. concrete, etc. Blemishes to finished surfaces of apparatus shall be rcmm•ed and new tinish equal to the original supplied. 1.14 GU,a1t.4N CF. F. 'the Contractor shall guarantee all of his work foi a period oCene }'ear from Canal acceptance and he shall re:placc any defective wa-k nr material during this geriod which, in the opinion i~f the Architect, is not due to ordinary wear and [ear; excluding lamps. 1.15 FtNALLY These spccificminns and t}te accompanying draaangs arc intended to cover everything for the lull cumplctinn of elettri~al work in the projecd. Any change whatsoever will he made only by the Architect's c+~'rittrn order. Contractor shall (cave the job in cumglete order ready Cur use. All fixtures and equipment shall be tight, fully equipped and completely cleaned. NI refitse shall be renewed. saFNDiaPSL•Cf10N I(UUO'• OLIO 16000-4 DIVLSK>N l6- ELECTRICAL SLC71ON la?? I - F1P.E AL:1R.\t 51'S I l:\t P.AR"~ I -GENERAL I I GHNERALREOLiIREM1JENTS The requirements of the Contract Documents, including the General and Supplementary General Condition and llivisiorr 1 -General Requirements shall apply to the work of ibis section. Refer [o Sections DIR00 and 01900 for general information regarding project requirements under thz State Evergreen Sustainable Dcvelopmrnt Standard 1 ESDS). L2 SCOYE The work covered by this Section of Urc Specification shall include all labor, equipment, materials and services to furnisb mrd inscnll a complete lire alarm system. It shall be complete with all necessary hardware, software and memory specifically tailored f.+r this installation lire system shall consist ef, but not be limited ter, the following: Fire alarm control panel with LCa Display, provided fur each building, located in the sprinkler riser room for each building. Smoke dztectors, one for each building located over the fire alarm panel. Audible nrnification appliances (hems). ProviJr at least one mini-horn in each apartment unit, in addition to horns in common staira•avs, Visual notification appliances (strobes). Provide one on the outside of the riser room for each building. Sprinkler supervisory sw•ilchcs end tamper switch supervisicu. Undergound communications loop, to connect each of the buildings to the primar}' FAP. The primary fire ularm panel shall be provided with a digital cnmmwticatnr to send supervisory, Iroublr. anJ alarm conditions to the central station. Signals shall iudicare the alarm, supcrvison• or trouble a+ndition distinctly Cur each building. Control station service w a UL-IisteJ central station, one year. Datteq• standby. this is a bidder'-designed system, The centmetnr shalt provide all materials, labor, and Design lot a complete system as specified herein and incompliance with all rcyuiremcnts el' the Al lJ. 1.3 APPL1CAkJLI CODES AND STANDARDS All equipmem shall be OL listed for its nucndcd use. NPPA Standards?2 I he National Elecu'ic Code. Requirements of the ('ily of Pasco. \Vushington. ConlractCr shall provide all equipment and labor necessary to meet the rcyuircmcnts of all upplicablc codes, Sandurds aeJ the A711 0S 10 EIKL ALAKA9 16?21-1 UI\'ISU)`v' Ifi El FCTRII ql. 1.4 ILELAT~D Doc•unlErrrs Srcurc pcrntits and approvals prior to installation. Prior to commencement and after completion of work notify Authorities Ilavittg Iurisdictiun. Submit letter of approval for installation before requesting acceptance of system. 1.5 RELATED WORK The Contnctur shall coordinatt work in this Section with all related n'ades. N'urk andrnr equipment provided in other sections and refaced to the fire alarm system shall include, but not be limited to Spritdder waterllow and supen•isory• switches shall br fumishcd and installed by the sprinkler conuactor, but uirod and cenncctcd by the electrical contrscax. The contractor shall coordinate with the general contractor and other suhcontmcturs to ensure that all components necessan~ for a complete system are provided. L6 SUBMI'1-1'AL.S Provide a list of all hpes of equipment and components provided. Provide description of operation of the system, similar to that provided in Parl 2 of this Section of the Specifications. Provide manufacturer's printed product data, catalog cuts and description of uny special installation procedures. Provide samples of various items whin rcyuested. Provide shop drawings as follows: Dtxuing of the fire alarm control panel. Single line riser diagram showing all equipment and type, number and size of all conductors. Complete fluor plan shop drawings showing all connections between cgmpment and dte wiring system. Also furnish all manufacturer developed device connection drawings, both cnmml equipment connections, and peripheral device typical connections. Alter system has been completed, drawings .hall be updated to ".As-Ruilts" and included as pan of the Operating anJ Maintenance iv4anuals. Manufacwrrr shall guarantee the system equipment fur a period Drone ~ I}year [coin dale o1'tinal acceptance of the system. The contractor ,hall guarauter all wring and raceways to be free from inherem mechanical nr electrical dcfecrs ibr one (11 year from date of final acceptance of the system. P;Vt7 2 - PKOI)Ct"I ti 2.1 CIKClIIIIN(i (iUTDELINES Device loading is not to exceed 40°'0 of eae6 circuit capncit}• in order to have tix space for fiuure devices. P,te circuit shall have Class R operation. 2.2 PIKF. ~1L.4R~4 SYS I1avI SFpUENCE OF OP1.KA Ilt)N The sastrru ;Imll idcnlifi~ any otf normal condiunn and leg each condition into the system database ss an evcr.t. ()>tlI) FTRI: AU\Ri`~t 16721-2 D1VItiION 16-ELFCT'RICAL The system shall automa[icall}• display un thz conu'ol panel L.iyuid Crystal llisplav the fn'st event of the hiehes[ priority' by n•pe. The priorities and types sh&II be alarm. supervisory, vouble, and monitor. The system shall have a queue operation, and shall not require event acknowledgment by the system operator. Por each event, the display shall include the current time, the total number of events, the q•pe of event, the time the evertl occurred and up ro a 4U character custom user dest.'ription. The user shall be able to review each event by limply selecting scrollittg keys (up-down) for each event type. New alarm, supervisory. or vouble events shall sound a silenceahle audible signal at the couvol panel. Operation of any alarm initialing dcvicc shall automatically: Update the contmVdisplay as described above. Tttrrt on a red alarm nine f.FD at the fire alarm convnl panel. Operate the alarm relay contact.: and cause the DACE to initiate the transmission of an alarm to a centrnl station agency via leased telephone lines. Activation of a supen•isury condition shall: Update dtc cenvuVdisplay as described alxrve. Tum on a yellow tune LLD at the fire alarm control panel. Qpcratc the supervisory cuntacts and cause ttte DACT to initiate the transmission of supervisory signal to a central swoon agency via leased telephone lines. The entire fire alarrn system wiring shall be electrically supervised to automatically detect sod report vouble conditions to Ote fire alarm control panel. Any opera, grounds M disarrangetncnt of system wiring and shorts across alarm belUstrobe wiring shall automatically: Update the conu'uUdisplny as described above. Operate the supervisory cuntacts and cause the DACT to initiate the vansmission of supervisory signal ro a central station agency via leased telephone lines. 2.; til'I'PUItI titlt lNtil AlIPk :1ND n1~"VER hLV K7EV \i\CE Provide internal system diacnosnes and maintenance user interlace convuls to displayrrepon the power, commumcatiott and general smms of specific panel components, detectors. end modules. Provide loop catvoller diarttostics to identif} common alnrm, vouhle, ground fault, Class A fauh. and map faults. hlup faults include wire changes, device type changes by location, device additions dc}ctiotr and ccmventionaf +~pcn. shun, and =round cundniuns. Ground faults on the cu'cuit wiring of remote module shall be idcntilird by dcvicc address. Allow the user [o report history for alarm, supcrviu>ry, monitor. vouhle, smoke vcrificalion, watchdog, and rrstiue activity. Include Facility Natttc. Licensee. P%ject Program Compilation date Compiler Version, Project Revision VumH•.r. and the lime and dale ul the History Report. .Allow the service user to enter nine and date. rcamligurc an external pon fi+r downluaJ prograrnnting, initiate auto programming and change passwords. Protect these functions with n password. 16'_'I-3 UIVISK)N IU - EL.LCIILIC.AL ?,9 FIRE .4L,~K_>7_CONTROL fgT~1LL 'fhe fue alarm control panels shall inrniporate all cuntrc>I electronics, relays, ant necessary moJulcs ant wmponcnts in a seam-Gush mounted cabinet. 'fhc upemring . unUOls and zone,'nrpzrvisury indieatncs shall he located behind dte locket Juor with vietaiug uindou'. .411 control modules shall hd IaheleJ, ant all zone locations shall he idzntified. "I he assembly shall contain a hasz panel, system power supply ant haven' charger with optional modules suitable to meet the requirements of these specifications. $ystrm circuits shall be cunfigurcJ as follows: Initiating Device Circuits Class B; Nmification Ayyliattix Circuits Class 13. Thr system .hall store all basic system functionality and job specific data in non-volatile memory. I hr system shall swvive a complete power failure intact. All panel modules shall be supervised for placement ant rehirn u'uuble ifdanva~ed or retnovcuf. The system shall have a CPL; watchdog circuit to initiate trouble should the CPI! fail. The s}'stem evacuation sigrnl rate shall be cenrinuous tzmpural 3-3.3. The system program shall evert the rcquirt'ments of This project, current codes ant standards, and satisfy the local 4uthorily Having .lurisdictiun. T'asswcvdx shall protect an}• changes to system opzntions. The power supply shall he a high cfficicnc}'su•ilih mode I}pc with line monitoring to automatically snitch ti. batteries for power failw'e or brown nut conditions. 7 hr automatic battery charger shall havz low battery disihargz pt'utrcliun- -fhc power supply shall provide internal power ant ZA 1'dc at 3A cuntinuou> for notificarinn appliance circuits. 'The po•a:er supply shall be capable of ptuviJing I U:1 to output circuits lur a maximum period of 50 nu. Auxiliar~• yn•xet sha1S be'24 Vdc at ifA) mA. All outputs shall he power limned. 7 he haver}• shall br sized K. support the system for 6U hours of supervi5ur}• and trouble signal current plus gencrul alarm for 5 minutes. The primary panel shall have a digital alarm comnwnicator transmitter IDA('Tj module to transmit alarm, sUpzrvisory ant treublc signals to a Cbntrul tvirn»mrntg Siation (C'MSj. The D;1CT shall support dual telephones Hues, 2U YYS 4i? communications, and cnntigured for dt:al tune multi-frequency (6lMf) ur pulse mt?Jcs. II ;hall be possible to delay AC power failure rcpons, auto test .all, and site program using a touch lone phone ant password. 2.5 NOTIFTC'.4TIC11; .4YPT.IANCF$ GLNL1tAL All appliaucrs shill be UL Listed for fire Protective Service. 411 strobe appliarrccs or combination appliances wdh strobes shall bz capable of providing the "Fquiv.'rlrnt Facilitmioti' which is allowed undzt'the Amcncans with lrisahilities pet Arcrssahilitics Guidelines (i1Th1(:1l i U. and .hall br LIL 1971 Listed. .\Il appliances shall he of the samz manufactnrcT a, the Fire :11ann Cunttul PancJ spcciiic;f to imure aholwc eampatibilily bctevecn the appliances ant the control panels, and to insure that the. application of die appliances are tone in accnrdanre with dte single manufacturers' insunitioni Must show wtittcu prool of their compatibility liu the purposes intended. Such pnu?I shall he m thz form nP doeuutenlation li~c~an all manufretwtrs which clearly states that dteir rquipmrnt (as suhmittedl m'r IUO"b companblz with rash other fin' the purposes intended. Ib'_I-4 DlV1SR)N iG FI EC'tTIG\l. 2.6 .ANCILLAKti' DEVTC'FS GENLIWL .4ncillury devices submirted for use must have written p: oaf of their compalibdily Cor the purposes intcndcD. Such pnxrl shall he in the fi,rnt of documeu[ation ticun all m:mufScturers that clearly states that their equipment (•as suhmirtrdl iv I OUC6 crnnpmiblr with each other Inr the purposes intended. YARI 3 ~ E\rCCT1Crv 3.1 INS7:\LLATION The entire system shall he installed in a workmanlike ntanncr, in accordance with approved manufacturer's wiring diagram. T'he cnntraclnr shall furnish all conduit. wiring, owlet hoxcs, junction boxes, cabmels anJ similar devices necessary for the complete installation, ;111 wiring and cable shall he of [he t}•pe recommendrJ by the manufedurrr and approved by the local Eire Department. All penetrations of Iloor slabs and fire walls shall be fire stopped in accordance w9th all Iecal fire codes. &td of Linc Kcsistors shall he furnished as rcquircd for mounting as directed by the manufacturer. All wiring shall he color coded ilu'oughuut, to National Electrical Code standards. The systrm shall he aranged to receive power from one three wire 12U \•'ac, ] ~ A supply. All low• voltage operation shall be provided linen the fire alarm ronlrol panel, All devices shall be mounted in junction hexes meeting the manufacnucr's rcyuircments. +.2 KEYS .All locks on all Lire alarm eyuipmcm (lire alarm panel. pull stations, etc. t shall hr. ke}'ed for a C.41' 30 key. \.3 CENTRAL biQNl'1'OFSNG This installation shall include one coat's son ice w a UL~hstcd central monikumg station 3A EIEI17 QUALITY CON1 KOL The system sha11 be installed and fully tested under the supcn•isinn of a trained manufacturer's representative. The system shall be Jcmnnstruted to perform all of the function as specified. Z.5 PESTS Reports of any field iesung Juting installation aball he R+rwardcd to dte F.ngmeer. Cach inJrvtdual >},rem operaion on a circuit by circuit basis shall he tested for its complete operation. 'Ihe proceJurc li,r testing the enure fire alarm system shall be set forth with the consent oC dte code enforecmen[ official, the 6nginccr and the manufacturer 3.6 DCIf. LTIL V fAl70N :\ND TRAINING The routractor shall compilz and pros tJc to the owners tlure (ij complete manuals rnt the completrD system Io include upcranng and maintenance mstrvction, catalog euLa of all equipment and component., as~huilt wiring Diagrams and a mauufaclurcrs su,gested spare parLS list. In addition lip the above manuals, the contractor shall provide Ihr services ol'the manufacturer's uaincD represcnlalive for a period of fow (4 j boon to instruct the owners' Jcsign:rted petsotmel on the operation anJ maintenance of the entice syslcnt. S'ENUUI SLCI'IGN I672I•• USIU FIRE AL:1K'vt Ir;?21-i