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Home My WebLink AboutVAIL VILLAGE FILING 13 BLOCK 1 LOT 6 2004 REMODEL LEGALVJ"t*ftr\ B Bb"'Lt I^ff6 eooqR'^"AJ I I T t I I I I I I I I I I t I I I I to CORE AND SHELL PACKAGE PROJECT MANUAL FOR REMODEL AND ADDITION TO THE KENDRICK RESIDENCE 2975 MANNS RANCH ROAD vArL, coLoRADO PROJECT NO. 26019.00 ARCHITECTS SEGERBERG, MAYHEW AND ASSOCIATES 1OOO SOUTH FRONTAGE ROAD WEST; NO. 3OO vArL, coLoRADO 81557 JANUARY 15,2OO4 REVTSED APRIL 30,2004 ^JUNE lo,2OO4 j5 REfEIVEB .!ijir I s i.iilii 0U C ttl 6P* .-(""6!Lgh fHOMAS Y{ADT MAY H EW oF##trd?ipv I t I I I I I I I I I I I I I I t I I o PROJECT DIRECTORY Remodel ond Addilion lo lhe Kendrick Residence Voil. Colorodo Segerberg, Moyhew ond Associoles Archilecls. P.C., AIA l00O Soufh Fronloge Rood Wesl; No. 3OO Voil, Colorodo 81657 970147G4433 970147d.4ffiFAX Conloci: Tom Moyhew lmoyhew@smorchs.com Leslie Davis ldavis@snardts.aom Beck Building Company 780 Nottingham Road, Avon, CO 81620 P.O. Box 4030, Vail, CO 81658 970/949-1800 9701949-433s FM Contact: Cindy Reis, PE cindy@beckbuilds.com Kevin FifreH Nicol Associof es. Inc. 277O Dogny Woy; Suile 202 Lofoyelle, Colorodo 80026 303/665-0090 303/66S12l l FAX nicolossoc@sprinl moil.com Contoct: Dione Jones, P.E. Matt Grandsaec PE Mory Kendrick 465 Long Ridge Rood Bedford. New York 105O6 9141764-41fi 9t41764-4t5t FAX Specificofions Consultonts, lnc. 6l I N. weber Slreel; Suile 103 Colorodo Springs. Colorodo 80903 7191577-9414 7t9ls77-9455FAX Conlocl: Poul DeArment. P.8., CCS pdeomenl@specscons.com Eogle Volley Surveying, Inc. 41199Highwoy6&24 P.O. Box l23O Edwords. Colorodo 81632 970t949-1406 97018/,5-950,4FAX Conlocl: Slon Hogfeldl Architecf Generol Controclor Slructurol Engineer Inledor.Designer Specifi colions Consullonf sMA 26019.00 0000&.1 Surveyor Hepworlh-Powlok Geolechnicol, Inc. 5020 Counly Rood 154 Glenwood Springs, Colorodo 81601 970/945-798 970/9453454 FAX Conlocl: Sleve Powlok, P.E. Beoudin Gonze Consulfing Engineen, Inc. 14142 Denver West Porkwoy, Suite 195 Golden, Colorodo 80401 303/27*3820 303/27&3843 FAX Contocf: lio Nord. Geoiechnicol Engineer Lighling Design Consullonf sMA 26019.00 0m0&2 II I I I I I I o TABLE OF CONTENTS TUK CORE AND SHELL PACKAGE PROJECT MANUAL REMODEL AND ADDITION TO THE KENDRICK RESIDENCE 2975 MANNS RANCH ROAD VAIL,COLORADO PROJECT NO.26019.00 JANUARY I5,2OO4 BIDDING REQUIREMENTS I 00205 Insiruclions lo Subcontroct Biddenr 00300 Informotion Avoiloble lo Bidders l-3 1-2 I ..NTRA.TTNG RE.,TREMENT' r 00700 Generol Conditions-----_--_-- I 00800 Supplemenlory CondilionsT ________._____--_,1 1-6 I SPECTFTCATTONS I DIV'S'ON I . GENERAT REQUIREMENTS t-30 r 01100 SummoryI 01230 Aliemotest onTo unif prices 0l3l I Projeci Coordinotion I 01312 Projecl Meefings I 01330 Submittol Procedures 0135,| AlterotionProjeclProcedures I 01400 Quolily Requkements I 01500 Temporory Focilities ond Conlrolsr 01569 Tree ond Plonl Prolection 0l 600 Producl Requiremenfs I 01722 Field Engineering I 01732 Cuiling ond Potching O1736 SelectiveDemolilion O1741 Finol CleoningI Ol77O Closeoui ProceduresI 01780 Closeoui Submiitols 0180O FocililyOperotion r sMA 260t9.00r I I 000r0-r DIWSION 2 - SIIF CONSIRUCI/ON 1-26 02232 Seleclive Cleoring 02300 Eorthwork 02313 BoulderPlocemeni O237O Erosion ond Sedimenlolion Control 02620 Subdroinoge O2740 FlexiblePovemenl O275O Rigid Povemenl 02784 Stone Poving 02810 Inigoiion Syslem 02835 Timber Reloining Wolls ond Sleps 02836 Boulder Retoining Wolls O29fi Site Restorotion ond Rehobilitotion Drws,oN3-coNcRETE... .._......_..-.___-.----.1-12 03100 Concrete Forms qnd Accessories 03200 ConcreteReinforcement 03300 Cosl-ln-PloceConcrete 03600 Grouts DIVISION 4 - MASONRY l-t 4 04060 Mosonry Mortor 04810 Unil Mosonry Assemblies 04853 Morlor-PlocedStoneAssemblies 04882 PrefobricoledMosonryFireploceAssemblies 049]5 Mosonry Potchlng D'V'S'ON 5 - MEIAIS 05120 Structurol Steel 05500 MetolFobricotions D'VIS'ON 6 - WOOD AND PLASTICS 06100 RoughCorpenlry t-15 06130 Heow Jimber Construclion 06150 Wood Decking 0615.l Wood-PolymerComposileDecking 06174 Wood I Joisls 06182 Glued-LominoledStrueturol Unils 06210 Exlerior Finish Corpentry 06460 Wood Fromes D/V|SION 7 -THERMAL AND MO'SIURE PROIECTION... __.__-__._-,-.-".--.1-40 07133 Modified BiluminousSheet Wolerproofing 07140 Fluid-Applied Wqlerproofing O72lO Buildinglnsulolion 07215 Sproyedlnsulofion 07240 Exlerior lnsulotion ond Finish Sysiems 07260 Vopor Retorders 07270 Air Boriers 07319 Wood Shoke Roofing 07468 Wood Siding 07538 Fully Adhered EPDM Membrone Rooting 07 546 Thermoploslic Polyolefin (TPO) Membrone Roofing I I I I I I I I I I I I I I I t I I I sMA 26019.00 0001G2 l-14 t-21 I I I I I I I I I I 07600 Floshing ond Sheel Metol 07760 Roof Povers O7B4O Firestopping 07920 Joini Seolonls DIWSION B - DOORS AND W'NDOWS 08210 Wood Doors 08253 Metol Clod Wood Door ond Frome Unils 08361 Seclionol Overheod Doors 08551 Melol Clod Wood Windows 08710 Door Hordwore 0€772 Refrocloble Door ond Window Screens 08800 Glolng D'VISION 9 - FINISHES 09213 Gypsum Veneer Ploster 09222 Porllond Cement Veneer Plosler 09224 Porllond Cement Siucco wifh HordCoot Synfheiic Finish 09250 Gypsum Boord 09341 Exterior Slone Pover Tile 09820 Acousticol Insulolion ond Seolonts 09900 Points ond Cootings 09985 PolymerizedCemenlitiousCoofing D'V's'ON l0 - SPECIAII|ES .__-_-.-._--__.__. I -3 ]0187 Shower Doors ond Enclosures 10230 Vents,|0310 Fireploce Speciollies ond Accessories D/V|S/ON il-EQU'PMEM- --,_-_-.--.-_,__.-l-4 I 1454 Steom Both Equipmenl I R',Jiii:J'2-FURN',sH',NGs I I t sMA 2601e.00 I DIV'SION 13 - SPECIAT CONSIRUCIION 13900 Fire Suppression l-6 - Drv,s,oN 14 - coNVEy'NG SySIFMS...-., -__._.-__.-....-.....1€ I l4l20 Eleclric Dumbwoilerst 14215 Geor Drive Residentiol Elevolors I DIVIS,ON IS-MECHAN,CALI t50ol Desisn-Buitd prumuirid'3viiiii'iiI 1-4 15002 Design-BuildMechonicolSyslems I D,ws,oN I6-ELECTRI:AT l-3I l6000 Desisn-Buitd Eteift;;iSt;l'em T 00010-3 Detoils issued in Project Monuol follow Specificotions. END OF TABLE OF CONTENTS sMA 26019.00 0001G4 I t I I DOCUMENTOO2O5 TNSTRUCTIONS TO SUBCONTRACT EIDDERS Beck Building Crmpany 780 Nottingham Road, Avon, CO 81620 P.O. Box 4030, Vail, CO 81658 970/949-1800 970/e494335 FA)( Contact: Cindy Reis cindv@beckbuilds.com Kevin Fifield I Excepl os indicoted oiherwise, oll work under lhis conlroct will be under the direclion of the Generol Controclor the srrccesful bidde(t wi{ execr.de o subconhocf or purchose I order with lhe Generol Conlroctor on the Generol Conlroclo/s slondord forms. I Wherever lhe words Controclor or Generol Controclor ore used in lhe Pro.iect Monuol, lhey sholl meon I 2. STATE AND LOCAL LAWS Bidden ore expected lo fomiliorize lhemselves wilh the lows ond octs of lhe Stote of I Cdorodo ond lhe ordinonces ond regulolions of The Town of Voil ond Eogle County. I 3. INTERPRETATION OF DOCUMENTS I No interpretolion of the meoning of lhe Drowings, Specificolions or olher bidding Documenls will be mode to ony bidder orolly. I Onry inferprelotions mode in conformity wilh the following procedure will be volid. I Inlerorelolions eilher wilten or orol by ony of the Archilect's consultonls will not be voliC. I Every request for such inlerprelofion should be in wriling oddresed to lhe Archifecl ond I to be given considerolion musf be received by lhe Architecl before: ' 12:00 Noon, Seven Colendor Doys Before Dole Sel by lhe Conhoclor for Receipl of Bids from Subconlrocloa. I Any ond oll sricn inlerpretotions ond ony supplemenlol insfruclions will be in one form of I wdtlen oddendo which, if issued, will be moiled lo lhe respective oddresses furnished for I such purposes. Foilure of, ony bidder lo receive ony $rch oddendo or inlerprelofion sholl nol relieve such bidder from ony obligofbn under his bid os zubmilted. All oddendo so iqsrlecl sholl becorne o porl of lhe Conlrocl Documenls-II 1. coNsuLTANTs I As o moller of ldentificolion, lhe nomes of consullonls ernployed by fhe Archifecl or I O^ /ners for vorious phoses of lhe work ore lisled on fhe Drowr'ngs ond in lhe Projecf Monuol. r sMA 26019.00 oo2o5-l I I I I I I I I I I I I t I I t I I I I ( 6. Bidders or moleriol suppliers sholl not communicole directly with ony of the consullonts withoul lhe permission of the Architecl. All queslions ond requesls for decisions ond inlerpreiolions sholl be directed lo lhe Archiiecl, who if he deems ii odvisoble, will confer wilh his consullonis regording some. See Article 3 regording lnterpretotions of Documenls. PARTIAL INFORMATION Al the request of porties inlerested in submitling subbids on porlions of the work, lhe Confroctor moy from time 1o lime issue poriions of lhe Drowings ond specificotions os o convenience lo soid porties. The Architecl discloims ony ond oll responsibility for enon or omissions mode by porlies using such portiol informotion in compiling their proposols. CHANGES AND SUBSTITUTIONS Items herein specified under monufocfurers' nomes ond cololog numbers ore intended os o bosis of quolily ond nol os o closed specificotion unless noted olherwise. Items ofher lhon ihose specificolly nomed in the specificolions or os shown on lhe Drowings will be considered provided request for opprovol of such items is received by lhe Archilecl in writing by; l2:00 Noon, Seven Colendor Doys Before Dole Sel by ., tn" Conlroclor for Receiol of Bids Eoch request for subslitufion musf be occomponied by complele coiolog sheels ond olher pertinenl doto, which will moke it possible to properly evoluole lhe items proposed for use. lf, in the Archilect's opinion fhe ilem or ilems proposed for use ore equol fo lhe items specified in design, quolity, moleriol ond funciion, he will issue on Addendum listing oll such ilems opproved ior use. Requests for opprovol received ofter the obove lime ond dote will nol be considered. Requests for subsiilulion of mechonicol ond eleclricol items moy be senf directly lo respective consulling engineers with copy lo fhe Architecl. Chonges or substitulions will not be considered otler lhe oword of lhe subconlrocf or purchose order excepl those which will result in o belter job, o sovings io lhe Owners, or both. PROPOSALS Proposols sholl be submilled by subconlroctors ond suppliers on forms designofed by lhe Generol Controclor. Reference this Project Monuol ond occomponying Drowings ond submif bid proposol os follows:o. Per Drowings ond Specificolions, ilemize costs by eoch specificotion section. Show totol costs (toxes, freighl, etc.lb. Lisl ony specificolion item exclusion seporotely.c. Note oll oddendo included in bid. sMA 26019.00 oo2!5-2 I I d. Indicole ihe number of working doys required to complele bid wo*. lf work is phosed, provide time schedule for eoch phose of work. (i.e. electricol - eleclricol rough-in ond electricol lrim work would be different phoses of work.) T Return Drowings ond Proiect Monuol wilh bid to lhe Generol Coniroctor not loter ihon r dole requesled. Ir Any bid returned to ihe Generol Controclor incomplele including ony ond oll informotion herein requesfed, will be rejecled upon such determinoiion by the Project I Monoger. I lf lhe porty bidding is on incorporoted body, lhe proposol sholl be signed by the I president ond secretory or o duly oulhorized ogent ond be occomponied by lhe I corporotion seol. lf nol o corporolion, oll inlerested bidders musl sign ihe proposol. The proposol form ond oll otloched documenls fogether wiih ony required proposol I guoronty, sholl be ploced ln o seoled envelope morked for idenlificotion ond delivered I to lhe ploce indicoted by lhe Controctor prior lo lhe dote ond hour stipuloled. I 8. SALES AND USE TAXES I All bids sholl include oll opplicoble slole or locol soles ond use toxes. I 9. PLANS FOR REFERENCE I Complete sels of Drowings ond Specificolions for oll porlions of the work moy be r exomined by controclors, subconlroclors ond moteriol suppliers o1 lhe offices of lhe I Generol Coniroclor. END OF INSTRUCTIONS TO SUBCONIRACT BIDDERSI I t I I I I I sMA 260re.oo T 00205-3 I I t I DOCUMENT OO3OO INFORMATION AVAILABLE TO BIDDERS I.OI INFORMATION FOR REFERENCE The following dolo is offered solely for reference ond is nol to be considered o port of fhe Contrqct Documenls. The doto contoined in lhe documents prepored by the seporole consultonts is believed to be relioble; however, lhe Architeci does nol guoronfee its crccurocy or compleleness. I.O2 GEOTECHNICAL DATA A. Geologic Site Assessment Reporl: The following documenl will be ovoiloble for exominoiion ol the offices of the Conlroctor ond Architect. In preporing his or her bid, eoch Bidder sholl consider ond evoluote dolo contoined in lhe following documenf which hos been prepored for the Owners by o seporote consultonl os well os lhe Drowings ond Projecf Monuol prepored by lhe Architecl. Geologic Sile Assessment Proposed Remodel ond Addilion to q Residence Al 2975 Monns Ronch Rood Voil. Colorodo by Hepworlh-Powlok Geolechnicol, Inc. Glenwood Spdngs, Colorodo Job No. 1O3 177 Doled Morch 25,2003 B. Geotechnicol Evoluotion of Beoring Conditions: The Onners hove received o proposol from Hepworth-Powlok Geoiechnicol, Inc. for geolechnicol observofion ond evoluolion of foundolion beoring condilions. ll is proposed lhol lesl pits be excovoled ot such lime lhol sile occess is mode ovoilqble lo drilling ond/or excovolion equipmeni by conslruclion of o temporory construction occess rood. When completed, ond following receipt by the Owners ond Architeci, o geotechnicol report will be ovoiloble to bidden ond subcontroclors for exominolion ol lhe offices of the Conf rqclor ond Architecl. Bidders ond subconlroctors will be responsible fo fomiliorize lhemselves with report, when ovoiloble, ond fo consider qnd evoluole doto contoined in such documenl os well os lhe Drowings ond Proiect Monuol prepored by lhe Archilecl. C. Geolechnicol dolo is offered solely for reference ond is nol lo be considered o port of lhe Controcl Documents. I 03 EXISTING CONDITIONS A. Topogrophicol Survey: The following document will be ovoiloble lor exominotion ot the offices of lhe Conlroclor ond Archilecf . In preporing his or her bid; eoch Bidder sholl consider ond evoluole doto conloined in the following document which hos been prepqred for the Owners by o seporole consullonl os well os lhe Drowings ond Project Monuol prepored by ihe Archifect.L Topogrophic survey by Eogle Volley Surveying, Inc.. doled November 6, 2002. I I I I I I I I I I I I I I I sMA 26019.00 0030s1 I Ii.04 R ENVIRONMENTAL ASSESSMENT INFORMATION Environmenlol Hozqrd Survey: The Owners hove received o proposol from Americon Abolemeni, Inc. for on osbeslos hozord survey, including bulk sompling of suspected osbestos-conloining moteriols ond onolysis, mold sompling ond onolysis, ond onolysiS of leod-bosed point inside ond oulside of the exisling building. When completed, ond following receipl by the Owners ond Architect, on osbeslos survey report will be ovoiloble to bidders ond subconfroclors for exominolion ol the offices of the Conlroctor ond Architecl. Bidders ond subconfroclors will be responsible lo fomiliorize lhemselves wilh reporl, when ovoiloble, ond lo consider ond evoluole dolo conloined in such documenl os well os fhe Drowings ond Project Monuol prepored by the Archilecl. Asbesios obolemenl work ond other hozordous moieriol remediolion work, if required. Wll be compleled under seporote conlroct prior to commencemenl of demolition work in offected oreos. END OF INFORMATION AVAILABLE TO BIDDERS I I T t I I I I I I I I I I I I I sMA 26019.00 00300-2 t I I DOCUMENT OOTOO GENERAT CONDITIONS - FORM OF GENERAL CONDITIONS I- L The "Generol Conditions of ihe Controcl for Conslruction" AIA Document A2Ol-1997, issued bylhe Americon Instilute of Architects, is hereby mode o port of this ProjectI Monuol lo lhe some extenl os if writfen herein in full. I 2. Copies of lhe Generol Conditions of lhe Controcl ore on file ond moy be refened lo of I the office of fhe Architecl or moy be purchosed of o nominol chorge from fhe AIA or I from o deoler in orchilecturol supplies. END OF DOCUMENT I I I I I t t I I t I I sMA 2601e.00 I 0070Gr I I I I I I I I I I I t I I I I t I I DOCUMENT OOSOO SUPPLEMENTARY CONDITIONS SC,I SUPPLEMENTARYCONDITIONS The following supplemenls modify, chonge, delete from or odd to the "Generol Condilions of the Controcl for Conslruclion", AIA Documenl A201-1997, Fifleenth Edition. Where ony orticle of the Generol Conditions is modified or ony porogroph, subporogroph or clouse thereof is modified or deleled by lhese supplements, ihe unollered provisions of thof orticle, porogroph, subporogroph or clouse sholl remoin in effect. All divisions of the specificofions sholl be subject fo lhe Generol Conditions ond Supplementory Conditions. To the exlenl, il of oll, thol ony provision of lhe Generol or Supplementory Condilions sholl conflicf with lhe ogreement between lhe Owners ond Generol Conlroctor, fhe terms of the Owner/Conlroclor Agreemenl sholl govem. SC.2 MODIFICATIONS TO ARTICLES OF THE GENERAL CONDITIONS 2.1 ARTICLE 1 -GENERAL PROVISIONS, I.2 CORRELATION AND IN]ENT OF THE COMRACT DOCUMENTS Add lhe following 1o 1.2.1: Where o conflicl occurs belween orwifhin slondords, Specificotions, ond Drowings, the more sfringent or higher quolify requhemenfs sholl opply. The precedence of the Conslrucljon Documenls is in the following sequence: .l Addendo ond modificolions lo the Drowings ond Specificotions loke precedence over the originol conslruction documents..2 Should there be o conflicf wilhin the Specificotions or on lhe Drowings, lhe Architecl sholl decide which sfipulolion will provide lhe best inslollotion ond his decision sholl be finol. .3 Should o conflict orise between the Drowings ond lhe Specificolions, lhe Specificolions sholl hove precedence over lhe Drowings..4 In lhe Drowings, the precedence sholl be drowings of o lorger scole over ihose of o smoller scqle, figured dimensions over scoled dimensions, ond noted moteriols over grophic indicotions. 2,2 ARTICLE 3 - CONTRACTOR,3.4 LABOR AND MATERIALS Add lhe following: 3.4.2 Bidders sholl bose lheir bid upon lhe use of ony of lhe items specificolly nomed in the Specificolions or on lhe Drowings, or qs opproved in on Addendum issued by lhe Architect. No chonges or subslitulions will be considered offer lhe oword of the controcf excepl lhose which will resull in o beller job, o sovings to the Owners, or both. sMA 25019.00 008@r I I I I t I I I I I I I I I I I t I I 2.3 ARTICLE 3 - CONTRACTOR, 3.7 PERMITS, FEES AND NOTICES 3.7.1 Add the following: .l The Owners shqll poy for building permits. Building permits sholl be obloined by the Generol Conlroclor. Eleclricol ond mechonicol permils sholl be obloined by lhe mechonicol ond eleclricol subcontroclors. .2 The Controcior sholl coll for oll inspeclions reguired by lhe locol building inspection oulhoriiy..3 The Owners sholl poy for ony required sewer, woler ond gos lop fees. The Owners will poy for plont invesfmeni fees ond conneclion chorges bosed on the cost of moins serving the site. The Controctor sholl poy for ony fees required for physicol connections to lhe utility moins (such os dislrict inspection fees, etc.)..4 Assessments ogoinsf lhe property ore the obligolion of lhe Owners ond Wll be poid by the Owners os necessory to ossure issuonce of permils specified obove. This includes sewer ond woter chorges for copitol improvemenis ond line exlensions. ARTICLE 3 - CONTRACTOR, 3.I I DOCUMENTS AND SAMPLES AT THE SITE See Specificotions. Division I. for record documents requirements. ARTICLE 3 - CONTRACTOR,3.I2 SHOP DRAWINGS, PRODUCT DATA AND SAMPLES See Specificolions, Division I , for deloiled procedures. ARTICLE 3 - CONTRACTOR,3.I4 CUTTING AND PATCHING See Specificotions, Division L for oddilionol requiremenls. ARTICLE 3 - CONTRACTOR, 3.I5 CLEANING UP See Specificolions, Division I , for odditionol requiremenis. ARTICLE 7 - CHANGES IN THE WORK, 7.3 CONSTRUCTION CHANGE DIRECTIVES 7.3.3 Delele ond subslilute lhe following: 2.3.3.1 The cosl or credif lo the Owners resulfing from o construcfion chonge directive shqll be defermined in one of fhe following woys: .l By unit prices nomed in the bid or subsequently ogreed upon. Unit prices sholl include oll Controcior's cosls, including moteriols, lobor, supervision, ioxes, insuronce, bond overheod ond profil, ond sholl be opplied directly io the quonlilies orfhe differences in quonlilies tor which unit prices ore requested. .2 By reosonoble estimoted cost of: .l Lobor. including foremon {lobor cosls sholl be direcl cosls). .2 Sociol Security, old oge, unemploymenl conlributions, fringe benefits required by ogreement or cuslom, ond workeis or workmen's compensotion insuronce. .3 Moteriols enlering permonenlly inlo the Work (including foxes). sMA 26019.00 00800-2 I I I I I I I I I I I I I t I I I I I .4 The ownership or reniol cosl of conslruclion plont ond equipmeni during lhe lime of use on the extro work. 7.3.3.2 The Controclor's proposol sholl include on ilemized breokdown showing quonlilies, unif cosls, hours ond rofei of lobor, ond ony other costs in such deloil os moy be required lo ollow the reosonobleness of cosls lo be esloblished. Similor cost inlormolion covering Subconlrqctor's work sholl be included os porl of the Controcfor's proposol. Minimum chorges for "hondling' will nol be occeptoble. Requesl for guololions sholl be retumed lo ihe Archilecl within fifleen (l5f colendor doys of receipt by fhe Conlroclor. 7.3.3.3 Chonges in the Work will be hondled in occordonce with this Arlicle of lhe Generol Conditions of lhe Controcl only in the following coses:.l The Orarners iniliote o chonge in the Projecl wilhin the generol scope of the Conlrocf consisting ol odditions. deletions, subsiifulions, or other rev'rsions deemed necesory by lhe Owners..2 The Controclor is required fo moke o chonge os required by ony governing body which hos jurisdiclion over ihis Proiecl including buf nol necessorily limited to building officiols, ond lhe Fire Morshol. However, no poyment sholl be mode by the Owners if such chonge could hove been foreseen by performonce of reosonoble due diligence (per lhe conslruclion industry stondords) by Controctor ond/or ils subconfroctors, vendors, etc. during their review of lhe Conlrocl Documenls..3 Chonges required due to enor or omissions in fhe Drowings or Specificolions or conflicis in Architecturol, Siruclurol, Mechonicol, ond/or Electricol Drowings. However, no poymenl sholl be mode by the Owners if such chonge could hove been foreseen by performonce of reosonoble due diligence (per the conslruction induslry stondordsl by Conlrocfor ond/or its subcontroctors, vendors, ef c,. The Controclor will moke ifs subconlroctors responsible lo disclose ony erors or omissions ond pofenliol conflicls they discover in lheir bidding lo ovoid chonges of this nolure whenever reosonobly possible. 7.3.3.4 Unless otherwise ogreed by Owner ond Confrocfor. for ony increoses or decreoses in lhe Conlrocl Sum resulling from Chonge Orders per 7.3.3.3, fhe Controclor sholl be entilled to o fee of 7% (or o fee reduclion in the cose of o decreose) of ony Chonge Order omount ond lhe Controct Sum sholl be odjusted occordingly. 7.3.3.5 Subconlroctors' mork-ups musf olso be limiled lo lhe obove percenloge mork- ups in lhe cose of oll Chonge Orders. 7.3.3.6 In the event lhol o chonge's required in o design-build item (e.9., fire sprinkler system, elc.f in order to meet lhe opplicoble building codes, provided such chonge could hove been foreseen by performonce of reosonoble due diligence (per lhe construclion indusfry stondords) by Conlroclor ond/or its subconlroclors. vendors, etc. during fheir review of lhe Controci Documents. such chonge sholl be mode oi Controctor's sole cost. No porlion of lhe cosf or Conlrqclor mork-up sholl be poyoble by Ownen. sMA 26019.00 0080G3 2.9 ARTICLE 8 - TIMF, 8.3 DELAYS AND EXTENSIONS OF TIME 8.3.1 Add the words "or deloys in performing inspeclions by the Building Deporlmenl or olher outhorilies hoving jurisdiclion." Delele lhe words "or other couses beyond ihe Conlroclofs conlrol". 2.1O ARTICLE 9 - PAYMENTS AND COMPLETION, 9 3 APPLICATIONS FOR PAYMENT, 9.3.1 Delete ond refer to Article 5 of lhe Owner/Conlroctor Agreement. 2.'11 ARTICLE 9 _ PAYMENTS AND COMPLETION.9.S DECISIONS TO WITHHOLD CERTIFICATION 9.5.1 Add the following: .8 Foilure 1o comply with ony lows, ordinonces, regulotions or orders of ony public oulhority goveming lime performonce of lhe work. The Ownen sholl moke monthly progress poyments os described in 9.6 unfil lhe scheduled time for subslontiol complelion (including fime exlensions mode by chonge order). lf ihe Projecl is not substontiolly complele ol this time, the Ownen will nol moke furiher progress poymenls unlil ihe proiect is substonliolly complele. 2.12 ARTICLE 9 - PAYMENTS AND COMPLETION ?.6 PROGRESS PAYMENTS 9.6 Progress Poymenls 9.6.1 Reter 1o Arlicle 5 of the Owner/Controclor Agreement. 2.13 ARTICLE 9 - PAYMENTS AND COMPLETION, g.S SUBSTANTIAL COMPLETiON 9.8.1 Add the following: ....oll mojor syslems ore operolionol ond oll sofety feolures ore compleled. 2.14 ARTICTE 9 - PAYMENTS AND COMPIETION,9.IO FINAL COMPLETION FINAL PAYMENT 9.10.1 Delete due lost senlence. Add ihe following: To the exlenl lhol ony of fhe work is determined lo be incomplele or unocceptoble, finol poymeni sholl be reduced by on omounl equql io three hundred percent (300%) of the Owners' qnd Architect's evoluqtion of lhe cosl 'fo complele or conecl ony such incomplete or unocceploble work. Finol poymenl sholl be mode within thirly (30) dqys ol ihe coneclion of lhe unocceptoble work..... 9.10.2 Add the following to lhe first sentence: 6) oll guorontees, wononlies ond cerlificqies,T) operoling ond mointenonce monuols, 8) identificotion lists of moteriols ond equipmenf,9) lnspeclion Certificoles ond l0) record documenis; ond the Controcfor il os demonslroled to the Owners lhe proper operotion ond moinlenonce of oll equipment. 9.10.3 Delele. See revised subporogroph 9.10.1. I t I t I I I I I I I I I I I I I I I sMA 26019.00 00800-4 I I I I t I I I I I I I I I t I I I I 2.15 ARTICLE I I . INSURANCE AND BONDS, I I.I CONTRACTOR'S LIABILITY INSURANCE I 1.1.4 Add the following: Cerlifico.les of Insuronce sholl include the siolemenl fhof lhe hold hqrmless clouse os required under Generol Conditions Article 3.18 is included in the policy. Comprehensive Generol Ljobilify Cerlificoles of lnsuronce sholl include lhe Owners specificolly nomed os on oddilionol insured. 2,16 ARTICLE I I - INSURANCE AND BONDS, I I.4 PROPERTY INSURANCE | 1.4.1 11.4.2 Delele subporogrophs I I.4.1 through | 1.4.10 ond subslitule the following: The Owners sholl procure ond moinfoin ol their own expenses, complefion of oll work ond occeplonce thereof, o buildefs risk insuronce policy insuring ogoinst "oll risk of physicol loss or domoge" os lhe term is commonly conslrued in lhe insuronce industry, insuring lhe entire Projecf ogoinst such physicol loss or domoge. lf olher speciol insuronce, nol provided for herein, is desired by lhe Conlrocf or, lhe Coniroctor sholl purchqse such insuronce of h'rs expense. Such insuronce sholl be writlen on o "Compleled Volue" form in on omount not less thon time finol completed volue of lhe projecf; less cost of sile preporolion (including fences necesssry fo secure work oreo) ond excovoiion, foundolions below the lowesl bosemenl floor, underground pipes qnd wiring, sidewolks, curbs ond gutters; ond sholl norne os insured lhe Owners qnd Controclor. lt sholl be understood lhol subconlroctors ond second level subcontroclors ore insured os lo iheir interesfs in the porliolly complefed proiecf . Any insured loss is to be odjusted with the O'vners ond mode poyoble lo lhe Owners os trusf ee for the insured. os lheir inlerest moy oppeor. The insuronce policy sholl provide for necessory occess to Project by Owners os follows; "Permission is hereby gronled for the o'vnen fo occupy such porlion of the premises compleled or suiloble for occuponcy prior to finol occepf once ol the entke Project, ony provision of the policy lo lhe confrory notwithstonding." The O,vnen ond Conlroclor woive oll righfs ogoinsf eoch ofher for damoges coused by fire or ofher perils to the exlent covered ond poid by insuronce provided under lhis Porogroph I I .3 except such rights os they moy hove lo lhe proceeds of such insuronce field by the Ownen os Truslee. The Conlroclor sholl requke similor woivers by subcontroclors ond suFsubconlroclors. The following ore specific exclusions: This insuronce does not cover gloss breokoge, ony lools owned by mechonics, ony tools, equipment, scoffolding, stoging, lowen qnd forms owned or rented by the Conlroctor, fhe copitol volve of which is not included in the cost of lhe work, or ony temporory struclures or lroilers used by lhe Conlroctor or ony subcontrocfor or moleriol supplier. r 1.4.3 r1.4.4 r 1.4.5 11.4.6 sMA 26019.00 0080G5 11.4.7 In the event of cloims for domoge lo or loss of moleriols in ploce or moleriols stored on site orise from the Coniroclor's negligence, ihe Conlroclor sholl poy ony deductible ossocioled with such cloims. 2.17 ARTICLE I I - INSURANCE AND BONDS, I I.5 PERFORMANCE BOND AND PAYMENT BOND I ,l.5.1 Delefe ond subslilute lhe lollowing: I 1.5.1 Performonce ond Poyment Bonds ore not required, unless the Owners sholl requesf o Performonce ond Poymenl Bond, in wriling. lf o Performonce ond Poymenl Bond is requested, the Owners sholl poy the premium for the Bond. 2.18 ARTICLE I3- MISCELLANEOUS PROVISIONS. I3.I GOVERNING LAW l3.l.l Delete ond substiiule lhe followino: The controcl sholl be governed Ol rn.,o*, of the Stote of Colorodo. 2.19 ARTICLE I3 - MISCELLANEOUS PROVISIONS, I3.5 TESTS AND INSPECTIONS 13.5.1 Add the following: The Conlroctor sholl nol use ony moteriol or equipmeni represenfed by somples found lo be unocceploble. See Specificotions, DMsion l, for defoiled procedures ond cosl of tesling. SC.3 ADDITION TO ARTICLES OF GENERAL COND]IIONS 3.I ARTICLE I5 - MEASUREMENTS Before ordering ony moleriol or doing ony work, fhe Conlroclor sholl verify oll meosurements ol the projecl ond sholl be responsible for the conectness of some. No exlro chorge or compensoiion sholl be ollowed on occount of ditference between ocluol dimensions ond lhe meosuremenls indicoted on lhe Drowings. 3.2 ARTICLE I6 - LEGAL ACTIONS As o condilion precedent lo ond os oddifionol considerofion for the oword of ony controcf or subcontrocl pursuonl 1o lhese specificotions, lhe Confroclor ond oll subconlroclors, suppliers, engineers, ond olher porties fo lhe performonce of the wo* requked by these specificolions, do ogree thot in lhe evenl ony porty inslifute o suil ogoinsf ony porty becouse of ony olleged foilure to perform properly hereunder, or ony olleged enor, omission, breoch of wononty, negligence or mere molprocfice hereunde[ ond if such suil is nol successfully prosecuted fo o judgemenl in fovor of lhe porty ploinliff, or if il is dismissed, or if o judgemenl is rendered for ony defendonl or defendonts, f he porfy instituling the suii hereby qgrees f o poy in full oll octuol costs of defense, including bul nol limited lo ollorney fees, experl wilness fees, costs of investigolions in preporotion for lriol, professionol lime expended by principols ond employees of the prevoiling porly qnd fhot the some sholl be loxed os cost in soid oclion ond judgemenl entered thereon. END OF SUPPLEMENTARY CONDITIONS I I I I I I I I I I I I I I I I I t I sMA 26019.m 008@.6 t I I I I t t I I I t I I I I I I I I o DIVISION I - GENERAL REQUIREMENTS SECTION OI IOO SUMMARY I.OI CONDITIONS AND REQUIREMENTS Division I - Generol Requiremenls govern work under oll divisions of the Specificolions. I.O2 SCHEDULE OF DRAWINGS, SPECIFICATIONS AND ADDENDA A. Core ond Shell Pockoge:1. Drowings: See index on Drowings.2. Project Monuol: Core ond Shell Pockoge Project Monuol, Remodel ond Addition to the Kendrick Residence, 2975 Monns Ronch Rood. Voil, Colorodo B. Projected Future Bid Pockoge:l. lnterior Finishes Bid Pockoge. C. Addendo: All Addendo issued prior to bidding. I.O3 EXAMINATION OF SITE Foilure 1o visit sile will in no woy relieve ony controcfor from necessity of fumishing moferiols or performing work thol moy be requked io complete work in occordonce with Drowings ond Specificolions withouf oddifionol cost to the Owners. l.o4 CoNTRACTS A. Single Controcl: All work indicoled on the Drowings ond described in lhe Specificotions will be executed under one orime controcf between Owners ond Generol Coniroctor. I.O5 WORK COVERED BY CONTRACT DOCUMENTS A. Work under this Conlroct includes oll moleriols, equipment ond lobor necessory to complete the work indicoted, specified or reosonobly infened iherefrom. I.06 WORK BY OTHERS A. Work Execulion Prior 1o Sfort of This Conlroci:l. Asbeslos Removol: See Documenf 00300 Informolion Avoiloble lo Bidders. o. Nolify Owners of ony osbesfos moleriol discovered lo be remoining ond requiring removol. B. Work by Owners or by Owners' Seporole Confroctors lo be Execuled During or Afler Complelion of This Controcl: Coordinole wilh the work by others in the review of shop drowings ond lhe exoct locotion of rough-ins for their equipmenl. Cooperote in the scheduling of work ond in the use of spoce. Fumish ond instoll reloled ilems such os rough-in, blocking ond struclurol supporls, grouting, eleclricol rough-in, mechonicol rough-in, elc. l. ILC Survey. 2. Londscoping. sMA 26019.00 l-l 3. Audio/visuolsyslems. 4. Applionces. 5. Kilchen cobinels; moleriol ond inslollotion. 6. Telephones. 7 . Seiurity syslem. 8. Inlercom. 9. Coble/sotellitesyslems. 10. Compuler wiring ond stotions. C. Products Supplied by Owner for lnsfollolion by Controctor:l. Boih occessories {lnleriors Pockoge). 1.O7 SPECIFICATIONLANGUAGEEXPLANATION Specificotions ore of obbrevioled, simplified or streomlined type ond include incomplete sentences. Omissions of words or phroses such os 'the Conlroctor sholl", "in conformity therewith", "sholl be', "os noled on the Drowings", "o", "lhe", ore inlentionol. Supply omitled words or phroses by inference in some monner os lhey ore when "NOTE' occurs on Drowings. Supply words "sholl be" or "sholl" by inference when colon is used wilhin sentences or phroses. Supply words "on the Drowings" by inference when "os indicoled" is used with seniences or phroses. "Provide" sholl meon furnish ond instoll. I.O8 CONTRACTOR USE OF PREMISES Limil operotions under lhis Conlroct lo the oreo of ihe property os indicoted. SECTION OI23O ALTERNATES I.OI DESCRIPTION OF REQUIREMENTS A. Definitions ond Explonotions: "Alternoles' ore defined os ollernoie producls, mqteriols, equipmenl, syslems, melhods, units of work for mojor elements of lhe conslruciion, which moy, oi ihe Ownen' oplion be selected for the work in lieu of ihe conesponding requiremenls of the Conlroci Documents. Selection moy occur prior lo fhe Confrocl dole or moy be defened for possible selection ot o subsequent dole. Alternoles moy or moy nol chonge the scope ond generol chorocler of lhe Work subslonliolly. B. Refer lo the Owner-Controctor Agreement ond subsequenl modificolions lhereof (if ony) for the determinolion of which the severol scheduled Allernoles listed hove been occepfed, ond ore, therefore, in full force ond effect os lhough originolly included in lhe Controcf Documenis for the bose bid. C. Nolificolion: lmmediotely following the oword of ihe controcl, prepore ond dislribule lo eoch eniity or person lo be involved in the performonce of one work, o nolificotion of lhe slolus of eoch olternote scheduled ond including those subsequently odded by nolificolion during bidding. Indicoie which olfernotes hove been: l) occepled,2) rejected, ond 3) deferred for considerotion qf q loier dote os indicoted. lnclude full descriplion of negotioled modificotions 1o olternoies, if ony. I I t I I I I I I I I I I I I I I I I sMA 26019.00 1-2 I I I.o2 GENERAL ALTERNATE REQUIREMENTS I The descriplion for eoch ollernole is recognized to be incompleie ond obbrevioled bul I implies lhol eoch chonge must be complele for the scope of work offecled. Refer lo opplicoble seclions (Divisions 2 through | 6) ond lo opplicoble Drowings for lhe specific I requirements of eoch ollernoie. Modify sunounding work os reguired to inlegrole wilh I lhe work of eoch ollemote I.O3 DESCRIPTIONS I A. Alternote No. 'l : Add to or deducl from Bose Bid lo subslitule wood- decking in occordonce wilh Section 0615l for bose bid IPE wood decking in r occordonce wilh Seclion 06150 Wood Decking for oll exterior decking. Ir B. Alternote No. 2: Add to or deduct from Bose Bid io subsiilute exterior insulolion ond finish system in occordonce wifh Section 07240 for bose bid stucco in occordonce with I Section 09224 Portlond Cemenf Stucco with Hord-Cool Synlhetic Finish for oll exlerior I plosler woll finish. r C. Allernole No.3: Noi used. r D. Allernole No. 4: Add lo or deducf from Bose Bid lo substitule gypsum veneer ploster in occordonce with Seclion Og213lor bose bid Portlond cement veneer ploster in I occordonce wilh Seclion 09222 tor oll inlerior veneer plosler finishes. I E. Altemole No. 5: Add to or deduci from Bose Bid lo subslilule single-ply TPO roof I membrone in occordonce with Seclion 07546 Thermoplostic Polyolefin (TPO) Membrone I Rooling for bose bid single-ply EPDM membrone roofing in occordonce wiih Seclionr 07538 Fully Adhered EPDM Membrone Roofing. I I SECTTON 0r 270 uNtT PRTCES I.OI GENERAL I A. Quonlities indicoled on lhe Drowings or exlro quoniilies specified sholl be included in the Controclods bose bid. For ADDING or DEDUCTING from bose bid quontilies, the unil I prices described in lhis section will be opplied. The Conlroctor will be nolified in wriling t of the quonlilies opplicoble io eoch unit price ond conlroct price will be odjusted occordingly by chonge order. I B. All unil prices sholl include oll lobor, moleriols, equipment. services, delivery to lher project, overheod, profit, insuronce ond oll other incidentol expenses lo complete the work specified. All work covered by unit prices sholl be performed in occordonce wilh I requirements of the opplicoble seclions of lhe Specificolions.r I.O2 UN]I PRICES I A. Unil Price Schedule for Rock Excovotion: See Section 02300.r l. Bidding Requiremenls: Subconlroci bidders sholl indicole unil prices for following iiems reloted lo rock excovolion on lheir bid forms. I 2. Conlrocting Requirements: Rock excovotion ond ossocioted work beyond the I scope of work indicoted on lhe Coniroct Documenls will be compensoted on the - sMA 25019.00 l-3 I I bosis of ihe following unil prices os lisled on lhe occepted subconlrocl bid form. Unit prices opply only to work thot is oufside lhe scope of work indicoted on the bidding documenls. llem Descdplion Pdce Unil of Meosure l. Chemicolly frocture rock lo ollow rock io be excovoted withoul blosling. lniection point 2. F:<covole rock of building excqvolion ond dispose of the rock olf sile. Cubic Yord 3. lmporl occeploble slruclurol bockfill moleriol to reploce excovoled rock. Cubic Yord 4. Excovole rock ol ulilily lrenches ond stockoile of off site Cubic Yord 5. Lood slockpiled rock generoted by ulilily work ond dispose of il off sile. Cubic Yord SECTION OI3I I PROJECT COORDINATION Lot cooRDtNATtoN A. Generol: Coordinofe work of the vorious sections of Specificotions ond work by the Owners lo ossure efficienl ond orderly sequence of inslollolion of construction elemenls, wifh provisions for occommodoling ilems instolled loter. B. Equipmeni: Verify thot choroclerisfics of elemenls of intenelqled operoting equipmenl ore compotible; coordinole work of vorious secfions hoving inlerdependenl responsibilities for inslolling, connecling to, ond plocing in service, such equipmenl.l. EleclricolRequiremenls:o. Complywith NEC.b. Provide UL listed ond lobeled products where opplicoble. C. Spoces: Coordinote spoce requiremenfs ond insiollotion of mechonicol ond elecfricol work which ore indicoled diogrommolicolly. Follow rouling indicoled for pipes, ducls, ond conduils os closely os proclicoble; moke runs pqrollel wiih lines of building. Utilize spoces efficiently lo moximize occessibilily for other instollolions, for mointenonce. ond for repoirs. D. Finished Areos: In finished oreos conceol pipes, ducts qnd wiring in fhe conslrucfion. Coordinqte locotions of fixtures ond oullets with finish elements. SECTION OI 31 2 PROJECT MEFTINGS I,OI PRECONSTRUCTIONCONFERENCES A. Site Mobilizolion Conference: Meeting will be scheduled ol sile immediofely prior lo Conlrocfor movein. Reoresentotives of Conlroclor. Mechonicol ond Electricol I I I I I I T I t T I I I I I I I I I sMA 26019.00 l-4 I I I I I I t I I I I I I I I Subconlroctors, Geolechnicol Engineer, Owners, Archiiect ond Archilect's Consullonls will be present. Job sile procedures lo include following ilems will be discussed:l. Procedures for mointoining project record documents.2. Ownen'requiremenls.3. Construction focililies ond controls.4. Temporory ulililies.5. Securily ond housekeeping procedures.6. Moleriols tesiing. 7 . Services of lhe Geotechnicol Engineer.8. Requiremenls of storf-up kodes.9. Building loyoul.,l0. Communicotionswith Archilect's consulionrs. 1.O2 PROGRESS MEENNGS A. Meelings: Controcfor sholl schedule regulor periodic nieelings ot Controclo/s job sile field office. Represeniotives of Owners ond Archifect sholl be inviied to otlend. Also invited os oppropriole to ilems under discussion, sholl be selecled subcontroclors ond suppliers ond Archifecl's consulionts. Following ilems will be discussed: I . Review oi work progress since previous meetings.2. Field observotions, problems, conflicts.3. Problems which impede conslruclion schedule.4. Review of off-sile fobricotion, delivery schedules.5. Conective meosures ond procedures lo regoin projec.led schedule.6. Revisions to conslrucfion schedule.7. Plon progress, schedule during succeeding work period.8. Coordinotion of schedules.9. Moinlenonce of quolily sfondords. 10. Review submitlol schedules; expedite os required. I |. Review proposed chonges for effect on other trodes, construclion schedule ond completion dote. 12. Coordinolion of seporote conirocls. 13. Coordinolion wiih Owner-supplied work. 14. Olher business os required. B. Agendo ond Minutes: Conlroctor sholl esloblish ogendo, subjecl to Owners ond Archilect review, ond keep ond dislribute minutes of progress meelings ond lisis of ihose present ond ofhers os directed. C. Persons Represenling Coniroclor ol Meefings: Hove outhorify lo commit Controctor to solulions ogreed upon in meefings. To moximum exlent possible, ossign some person or persons lo represent Controclor of meelings throughout progress of Work. D. Coordinotion Meefings: Progress meelings sholl in no woy be considered subsliluie for Controcf orlsubcon lroctor coordinotion meelings. _ sEcTtoN 01330 SUBMITTAL PROCEDURESrr I.OI GENERAL I A. Submittols: Moke eorly enough to occount for processing described below ond I reosonoble period for review by Archilecl ond Engineers. r sMA 26019.00 l-5 T I I.02 PROGRESS SCHEDULE A. Schedule: ln form of chort ond indicole storl ond comolelion of eoch of elements on Schedule of Volues.l. Complelion Time: As specified in Agreemenl. Revise schedule when complelion lime is revised by chonge order. B. Schedule Submiltol: Within len doys ofter receipt of Nolice lo Proceed, submit one reproducible copy ond four prinls of preliminory construclion schedule.1. Wiihin l0 doys ofter receipt of review commenls on preliminory schedule, submil one reproducible ond four prints of conslruction schedule.2. Wilh eoch monlhly opplicolion for poymenf, submil four prinfs of updoled construction schedule indicoting ocfuol work progress in comporison to scheduled progress. C. Estimoted Poymenls: Prepore qnd submii esfimote of portiol poyments os reflecled by estimofed work progress wilh submittol of consfruction schedule. D. Monlhly Reports:L With eoch monfhly opplicolion for poymenl, submif itemized reporl of denvery stqtus of mojor ond criiicol ilems of purchosed equipmenl ond moteriol, including shop drowings ond sfofus of shop ond field fobricofed work.2. lf completion of ony port of work or delivery of moleriols is behind construction schedule, submif plon for bringing work up to schedule.3. Ownen sholl hove righf io wilhhold progress poymenls for work if Conlrqctor foils lo updote ond submit progress schedule ond reports os specified. E. Conlroctor's Responsibility: Nothing in fhese requiremenls sholl be deemed to be usurpotion of Controclor's outhorily ond responsibility to plon ond schedule work os he sees fil, subiecf lo oll other requirements of Controcl Documents. I.03 SUBMITTAIJ LIST. SCHEDULE AND PROCEDURES A. Submitlol: Wilhin 30 doys ofler oword of controct, ond before ony ilems ore submifled for review, submit lo Archilecf two copies of submitlol list ond schedule. B. Schedule: Compile complele schedule of oll submiltols onticipoled fo be mode during progress of work.l. lnclude lisf ol eoch lype of ilem for which Conlrocto/s drowings, shop drowings, producl dolo, Cerlificoles of Complionce, somples, wononlies or other types of submilf ols ore required.2. On occeptonce by Archifecf, Conlroclor sholl odhere lo schedule excepl when specificolly olherwise permilied. C. Code Designoiion: On schedule, designole eoch ilem with number code ulilizing specificolion section five digit numbers.l. Eoch Submitlol: Mo*ed wifh some code designolion. D. Coordinotion: Coordinole schedule wilh subconfrqctors ond moteriols supplierc. E. Revisions: Revise ond updote schedule on monlhly bosis os necesory lo reflecf condilions ond sequences. Promptly submil ony revised schedules lo Archilecf for review. I I I I I I I T I t I I I t I I I I I sMA 26019.00 1_A I I I I t I T I I I t I I I I I I I I F. Tronsmitlols: Include tronsmittol lefler wilh eoch submitfol, idenlify item by obove code designolion ond reference lo specificolion section. Use seporote lronsmillol for eoch submittol. l. Eoch Submiitol: Hove chronologicol submiftol number.2. Resubmillols: Hove originol submitlol number ond leller in olphobelicol order for eoch resubmitlol. 3. Mechonicol ond Eleclricol Submitlols: Broken down inlo ports so thol individuol ports con be resubmitled withoul confusion. G. Deviotions: Cleorly mork ond noie ony deviofions from Controcl Documenls in submitiols. I.O4 SHOP DRAWINGS A. Shop Drowings: Moke porficulor note of field-meosured dimensions, os-built condilions, ond condilions requiring speciol coordinotion wilh olher conlroclors ond requiremenls of octivilies of Owners. B. Subcontroctor: Submit one reproducible trocing ond one print pershop drowing sheet ond specified number of somples to Controclor. C. Controclor: l. Review shop drowings for occurocy, complefeness, ond conformily with Conlrocl Documenls. Moke noles ond conecfions on reproducible trocings ond prinls. 2. Sfomp wilh Coniroclor's slomp/dqle. Signoture of individuol who reviewed shop drowings is required below Confroclor's slomp.3. Print os required for Confroclo/s record.4. Send reproducible lrocings ond one prini to Archilecl.5. Shop drowings not stomped ond signed by Confroctor will be returned. D. Archilecl: l. Check drowings by moking noles ond coneclions on reproducible trocings ond prinls, slomp "No Exceptions Token", "Revise ond Resubmil", "Reiecied", eic. os required. 2. In evenl thot shop drqwings require consultont's check, roule reproducible ond prinl 'fhrough consullonl ond bock to Archilect os necessory. Consultont will retoin one sel of prints. 3. Reloin one set of prinls for record ond trqnsmit one sel 10 Owners if required.4. Reiurn morked reproducibles ond one prinl lo Conlroclor. E. Controcior: I . Send reproducible frocings to subcontrocior. F. Subcontroclor: I . Prinf necessory copies for record, distribution, etc. G. Resubmitlol: ln event shop drowings hove lo be resubmilled lo Archilecl, originol reproducible lrocings ond prints sholl be relurned dkecfly io Controclor. Subconiroclor sholl moke his conections ond reroufe new reproducible lrocings ond prints os oullined obove. H. References: Reference shop drowings to opplicoble drowings ond specificolion seclions to focililofe eose ond occurocy of checking. sMA 25019.00 1-' I I.O5 PRODUCT DATA I A. Subconlroclor: Submit four copies of brochure moteriol ond ony required somples. B. Rouiing: Routing will be os indicoled obove for shop drowings with Archilecl ond I Engineer reloining iwo copies for file ond returning iwo copies to Conlroclor for his file r ond dislribution to subconlroctor os opplicoble. f C. Reference: Reference product doto io opplicoble drowings ond specificoiion seclions Ito fociliiole eose ond occurocy of checking. ID. When contents of submified lileroture from monufocturers includes doto noi perlinenl lo submiitol, cleorly indicole which porlion of conlenls is being submilled for review. I I.06 JOB SITE DOCUMENTS I A. Documenls: Keep complele set of occepled shop drowings or product doto ot jobsite. I I.O7 FIELD MEASUREMENTS I A. Field Meqsurements: Responsibility of Controctor.r 1.O8 SAMPLES I A. Submitlol: Promptly ofler receipt of checklist, ossemble ond deliver to Archilect I complete collection of required somples. Unless otherwise specified, submil somples in quonlily which is required to be relurned plus one which will be reloined by Archiiect. B. Somples: Beor log or lobel providing following informolion: I 1. Project nome ond locolion.2. Monufociurer, supplier. -3. Nome, finish, ond composilion of moteriol. I4. Locolion of where moleriol is to be used.5. Specificotion seclion number. ILobels: Lorge enough for occeptonce stomp. I C. Seleclion: Upon receipl of complele collection of somples, Archilecl will, wilh reosonoble promplness. moke seleclions ond prepore ond deliver fo Confroctor I schedule covering items subjecl lo selection. Archiiecl reseryes right nof fo moke f individuol delerminolion or seleclions unlil oll somDles of oll moferiols ore submilied. I.O9 CERTIFICATES OF COMPLIANCE Ir A. Certificotes:l. Where Certificoles of Complionce ore specifled, show on eoch certificolion nqme Iond locotion of work, nome ond oddress of Controctor, quonlily ond dote or doles Iof shipmenl or delivery to which certificote opplies, ond nome of monufoclurer.2. Certificolion: In form of letfer or compony stondord forms.3. Certificoles: Signed by officer of monufocturer. I4. Loborotory Test Reports: Showdoieof tesling, specified requiremenls for which t testing wos performed, ond results of lests. I t I sMA 250t9.00 l€ I I I I I I I I I I t I I I I I I t I SECTION OI35I ALTERATION PROJECT PROCEDURES PART 1 - GENERAL I.OI REQUIREMENTSINCLUDED A. Coordinote work of lrodes ond schedule elements of olterolions ond renovolion work bv procedures qnd melhods lo expedile completion of lhe Work. B. In oddition to demolilion specified in Section 01736 qnd lhoi specificolly shown, cul, move ond remove ilems os necessory to provide occess or to ollow olferotions qnd new work lo proceed. Include such items os:l. Repoh or removol of hozordous or unsonitory conditions.2. Removol of obondoned ilems ond ifems serving no useful purpose, such os obondoned piping, conduil ond wiring.3. Removol of unsuiloble or extroneous moteriols not morked for solvoge, such os qbondoned lurnishings ond equipment, ond debris such os rolled wood, rusled metols ond delerioroled concreie.4, Cleoning of surfoces, ond removol of surfoce finishes, os needed io instoll new work ond finishes. C. Polch, repoir ond refinish existing ilems lo remoin, to the specified condifions for eoch moteriol, with o workmonlike tronsilion to odjocent new ilems of consiruction. D. Coordinotion of power ouioges ond mojor inlerruplions of progress of conslruction work wilh Owners. 1.O2 RELATEDREQUIREMENTS A. Moleriols for Renovotion Work: Specificolions in Div'rsions 2 fhrough 16. B. Cutfing ond Potching of New or Exisling Work During Consfruclion: Section 01732 Culiing ond Polching. C. Use of Exisling Utilities: Section 0150O Temporory Focilities ond Controls. D. Cleoning During Conslructiont Seclion 015@ Temporory Focilities ond Conlrols. E. Selective Demolilion: Section 01736. I.O3 ALTERATIONS, CUTTING AND PROTECTION A. Assign fhe work of moving, removol, cutfing ond polching to lrodes quolified lo perform lhe work in o monner lo couse leost domoge lo eoch lype of work, ond provide meons of relurning surfoces lo oppeoronce of new work. B. Perform cutling ond removol work to remove minimum necessory, ond in o monner lo ovoid domoge lo odjocent work. I . Cut finish surfoces such os mosonry, lile, stone flooring, plosf er or melols by melhods lo terminole surfoces in o sfroighf line of o nolurol poinl of division. C. Proiecl exisling finishes, equipmenl ond, odjocent work lhol is scheduled lo remoin, from oomoge. sMA 260t9.00 t-9 'l . Protect existing ond new work from weother ond extremes of lemperolure.o. Moinloin existing interior work obove 50' F.b. Provide weother prolection, woterproofing, heot ond humidity conlrol os needed to prevent domoge to remoining exisiing work ond to new work. D. TempororyEnclosures:l. Provide temporory, duslproof enclosures lo seporote work oreos from portions of exisling building lo remoin.2. Provide weotherproof ond secure porlilions ol porlions of existing building thot ore exposed during conslruction of oddilion. Locote os indicoted on lhe Drowings. I .04 COORDINATION WITH OWNERS'USE OF THE SITE AND EXISTING BUILDING A. Generol: Coordinole conslruclion phosing wilh Owners.l. Estoblish effeciive communicolions wilh the Owners regording their occupoiion ond moving schedule. Give os much odvonce nolice os possible, in oddilion to the minimums specified, lor construcfion oclivities ihol will offect Owners' occupofion ond use o{ the sife ond building. B. Utility Inleruplions: Notify Owners 48 hours in odvonce of oll uiilily intenupfions. C. Sequence of Conslruclion ond Remodeling: 'l . Coordinolion: Coordinote construclion schedule wilh Owners' requiremenls. D. Owner Occuponcy. | . Owners do not inlend lo occupy oddition or remodeled oreos of existing house unfil work in bolh oreos is substonliolly complete. Eorly occuponcy, if such becomes desiroble, will be negolioted with Conlroctor.2. Owners require o iemporory sforoge oreo on sile. Coordinole with Owners regording locolion ond securily onongements.3. Provide occess lo work in progress to Owners ond Owners' sepqrote controclors os required for instollolion of poriions of Project nol included in lhis Conlroct. See Section 0l lm. PART 2 - PRODUCTS 2.O1 PRODUCTS FOR PATCHING, EXTENDING AND MATCHING A. cenerol Requirements tfroi'wo* be Complete:1. Provide some products or lypes of construction os thot in exisling slruclure, os needed to potch, exlend or motch existing wo*.o. Generolly Controcf Documenls will not define products or slondords of workmonship present in eisting consfruction; Conlroclor sholl delermine products by inspeclion ond ony necessory fesfing, ond workmonship by use of the existing os o somple of comporison.2. Presence of o product, finish, or type of conslruction, requires thot potching, exfending or motching sholl be performed os necessory lo moke work complele ond consistent. t I I I I I I I I I I I I I I I t I I sMA 26019.00 t-10 I - PART3-EXECUION I 3.or LAYTNG ouT woRKIA. Verify dimensions ond elevolions indicoled in loyoul of existing work. Refer discreponcies I belween drowings. specificotions ond exisling conditions lo Architect for odjuslmenl I before work offected is performed. Foilure lo moke such notificolion sholl plocer responsibility upon Controclor lo corry oul work in sqtisfoclory, workmonlike monner. I B. The Controclor sholl be held responsible for lhe locotion ond elevoiion of lhe f construction conlemploted by the Conslruclion Documents. I C. Prior lo commencing work, corefully compore ond check orchitecturol, slruclurol, I mechonicol ond electricol drowings, eoch wilh the olher lhol in ony woy offects ther locolion or elevotion of f he work lo be executed, ond should ony discreponcy be found, immedioiely report lhe some to the Archileci for verificotion ond odjuslmenl. r 3.o2 LOCAION OF EQU|PMENT AND ptptNc I Drowings showing locolion of equipmenl, piping, ductwork, elc. ore diogrommolic ond I job condilions sholl nol olwoys duplicole condilions shown. When ihis siluolion occurs, ilr sholl be broughf lo the Architeci's otlenlion immediolely ond the relocotion deiermined . in o joinl conference. I 3.03 PATCHING E{STING FACtLtTtES I txisfing structures, focililies, etc. thot ore domoged or removed due fo required I conslruclion work, sholl be potched, repqired or reploced. ond be left in lheir originol - stole of repoir by the Conlroclor, to sofisfoclion of the Archilecl. I 3.04 TNTEGRATTNG EXISTING woRK a A. Prolecl existing improvements from domoge. I B. Controclo/s operolions sholl be confined fo lhe immediote vicinily of lhe new work ondr sholl not in ony woy interfere wilh or obslruct the ingress or egress to ond from neighboring properties.I I C. Where new work is lo be connected lo existing work, speciol core sholl be exercised nol lo disturb or domoge the existing work more thon necessory. All domoged work sholl be I reploced, repoired ond resfored lo its originol condifion oi no cosl lo the Owners. I 3.os ADJUSTMENTS I A. Where poriifions ore removed, polch floors, wolls ond ceilings with finish moleriols to I molch exisling.L Where removol of portitions resulls in odjocenl spoces becoming one, rework floonI 2. ffii,'"":'17:;".':;:'f;.'T'T'n:':::'#'[iiiJ:ffi,$5;i'i3,3*?fl,?1.' *.I meihod of moking ironsilion. I B. Irim ond refinish exisling doors lo remoin or fo be relocoted ond reused os necessory lo I cleor new floors. I sMA 260re.0o I l-l I 3.06 DAMAGED SURFACES A. Polch ond reploce ony porlion of on exisling fin'rshed surfoce io remoin which is found to be domoged, lified, discolored, or shows olher imperfeclions, with motching moleriol. L Provide odequole supporl of substrole prior 1o polching the finish. 2. Refinish polched porfions of poinled or cooled surfoces in o monner lo produce J.V/ uniform color ond iexture over entke surfoce.3. When exisling surfoce finish connot be motched, refinish entire surfoce lo neoresi interseciions. TRANSITION FROM EXISTING TO NEW WORK A. When new work obuls or finishes flush with existing work, moke o smooth ond workmonlike ironsiiion. Polch work sholl motch existing odjoceni work in texlure ond oppeoronce so lhot the polch or tronsilion is invisible ot o distonce of five feef. 'I . When finished surfoces ore cul in such o woy thot o smoolh ironsition wilh new work is nol possible, lerminole existing surfoce in o neol monner olong o stroight line ol o noiurol line of division, ond provide lrim oppropriole to finished surfoce. 3.OB DUST CONTROL A. Precoution sholl be exercised ol oll limes 1o conlrol dusl creoted os o resuli of ony operolions during the construciion period. lf serious problems orise due lo oir borne dust, operolions cousing such problems sholl be fempororily disconlinued ond necessory sleps loken lo control the dust. 3.09 FIRE PROTECTION A. Mointoin good housekeeping prqctices lo reduce lhe risk of fire domoge ond injury lo workmen. All scrop moteriols, rubb'sh ond lrosh sholl be removed doily from in ond obout the work oreo ond sholl noi be permitled to be scoftered to odjocenl oreos. B. Suiloble sloroge spoce sholl be provided oulside the immediole building oreo for sloring flommoble moleriols ond points; no sloroge will be permitted in lhe building. Excess flommoble liquids being used inside lhe building sholl be kepl in closed melol conloiner ond removed from the building during unused periods. C. A fire exfinguisher sholl be ovoiloble ol eoch locolion where cutting or welding is being performed. Where eleclric or gos welding or cuiting work is done, inlerposed shields of incombustible moleriol sholl be used lo prolecl ogoinsl fire domoge due lo sporks ond hoi metol. When lemporory heoting devices ore used, o wolchmon sholl be present lo cover periods when olher workmen ore not on the premises. D. Provide fire extinguishers in occordonce wilh the recommendolions of NFPA Bulletins Nos. l0ond 241. However, in oll cosesominimumof four fire extinguishers sholl be ovoiloble ior eoch building or os olherwise required by Town of Voil Fire Deporlment. 3.IO CLEANING A. Perform periodic ond finol cleoning os specified in Seclion 01741,0150O ond os follows:L Cleon oreos of heovy dust production doily.2. Cleon spilloge ond oversproy immediolely. I I I I t I I I t I T I t I I I I I I sMA 26019.00 1-12 I I I I I I I I I I I I I t I I I I I B. Ai completion of work of eoch lrode, cleon oreo ond moke surfoces reody for work of successive trodes. C. At complelion of work in eoch oreo, provide finol cleoning ond relurn spoce lo o condition suiloble for use by Owners. SECTION OI4OO QUALITY REQUIRMENTS I.OI REFERENCESTANDARDS A. For products specified by ossociofion or lrode slondords, comply wilh requiremenls of the stondord, except when more rigid requirements ore specified or ore required by opplicoble codes. B. The dote of lhe slondord is lhot in effecl os of lhe bid dote excepl when o specific dole is specified. 1.O2 CONTRACTOR'S QUALITY CONTROL A. Mointoin quolity conlrol over suppliers, monufoclurers, produc.ls, services, sile conditions ond workmonship to produce work of specified quolily. I,03 TESTING LABORATORY SERVICES A. Owners will employ ond poy for lesting loborolory inspections ond lests. B. Cooperote with lesting loborolory lo fumish occess, somples ond temporory focililies os required. Provide tesiing loborolory prior notice for services os testing ogency personnel moy reosonobly require. SECTION OISOO TEMPORARY FACILITIES AND CONTROLS I.OI IEMPORARY FACILITIES IN GENERAL Comply wilh the requirements of Eogle Counfy ond The Town of Voil regording requirements for tree protecfion, erosion conlrol, loy down, construciion lroffic, deliveries, fire proiection, porking ond lronsporlotion of workers. I.O2 TEMPORARY ELECTRICITY AND LIGHTING A, Generol: I . Generol Controctor: Controcior moy connect lo exisling eleciricol power system for source of temporory electricity ond lighting. Coordinoie locotion ond meons of conneclion with Ownen.2. Division l6 Conlroctor: o. Provide temporory wiring, outlels, lighfs. elc. from lood side of meter os requked for conslruction power ond lighting during construcfion period. b. Remove lemporory service ond disiribution syslem from lood side of meler ond dislribulion upon complelion of work.3. Service ond Dislribulion Sysfem: 121/?c,9voll,l phose, 3 wire. o. Properly ground in occordonce wilh NEC. sMA 26019.00 l-13 1.03 I I I I I I I I I I I I I I I I I I I B. D. B. b. Provide ground foult iniem..rpters os required by code. Temporory Power Distribuiion:l Division l6 Conlroclor:o. Provide, instoll, ond moinloin lemporory overheod wiring to building ond lemporory loop providing iemporory power ond lighting service os specified.b. Provide minimum of one double duplex I 20V outlei for every | 00 lineol feet of temporory loop.2. Eoch Controclor:o. Provide exlension cords necessory io convey eleclricily from temporory loop outleis lo locolions of work.b. Provide speciol power required for welders or olher speciol equipmenl.3. Distribulion equipmenl ond wiring devices for lemporory power ond lighiing need noi be new, however, instollotion sholl conform lo sofe generol proclice os required by OSHA. Temporory Lighting: I . Division I 6 Controcior: Provide one lighl for every interior room regordless of squore footoge oreo excepl closets ond pipe choses. In lorger rooms, provide one lighl for every750sq. ff.2. Eoch Controclor: Provide plug-in portoble lighis os required for losk lighting. Use of Permonenl Systems:l. Afler work is complefed to exlent thol permonent eleclric service into building is inslolled ond permonenl ouilels ore ovqiloble, permonent system moy be used os necessory for power ond lighl.2. Permonent bronch circuil wiring moy be used lo supply pigloil lighls if protected by properly sized circuii breoker or Juse. Do noi use perrnonenl receptocles for conslruclion power. 3. Eoch Controctor:o. Be responsible for domoge to permonenf wiring or fixtures os result of lemporory use.b. Reploce receplocles ond device plotes showing weor or obuse.4. Division l6 Conlrocior:o. Provide lomps necessory to tempororily light work in permonenlly insfolled fixtures.b. Cleon permonenlly inslolled lighl frxlures which ore used for femporory lighting during consfrucfion using methods ond moferiols recommended by monufoclurer.c. Remove lomps used fempororily in permonenl fixlures ond reploce wilh new lomps of completion of work. TEMPORARY HEAT, VENTILATION AND ENCLOSURES Temporory Heol: Provide lemporory heol necessory for execution of work. Insloll, moinloin ond operole lemporory heoting opporotus in monner to focililole work, so work con continue ond so finished work will noi be domoged. Enclosures: Provide lemporory enctosures necessory for holding temporory heof for mosonry ond concrete work ond for lhowing frozen ground. sMA 26019.00 t -14 I I I I I I I I I t I I I I I I I I I C. Use of Permonent System: L Afler building is enlirely permonenlly enclosed, glozing of exierior openings compleled, permonent or femporory doors on exterior openings ond permonenl heoting system inslolled ond copoble of being odequolely controlled, permonenl heoting syslem moy be used to provide heot for building.2. Division l5 Conlroclor: o. In using permonent heoting syslem, ossume complele responsibility for ils proper operolion ond for ony domoge which moy occur io heoiing opporolus or ony phose of work excepl such weor ond leor which would ordinorily resull from normol usoge. b. At completion ond before work is occepted by Owner, cleon oir vents ond coils, cleon cleonoble fillers ond reploce replocemenl oir fillers.3. Generol Conlroctor: Poy for gos ond eleclricily used in connection wilh operotion of permonent system up 1o dote of Noiice of Subsloniiol Completion4. Generol Conlroctor ond Division l5 Controclor: lf permonent heoling system is used during conslruclion. remoin responsible for full mechonicol wononly from dote of Nolice of Subslonliol Complelion. D. Crowl Spoce Ventilolion: lf crowl spoceis to be tempororily enclosed, insloll ond operote lemporory fon coil unif to provide mechonicol venlilolion lo crowl spoce ond keep spoce dry. Moinloin temporory openings in exterior wolls os required for effective ventilolion. I.O4 TEMPORARY WATER A. Exisling Sysiem: Controcior moy connecl lo existing woler distribution system for source of temporory woier. l. Coordinole"locolion ond meons of connection wifh Owners.2. Provide temporory connection, plumbing, piping, elc, necessory to convey some to ploces needed. 3. Owners will provide woler consumed from exisling syslem for use during construciion ol no cosl 1o Conlroclor. I.O5 TEMPORARYSANITARY FACILITIES A. Toilet Fociliiies: Provide ond moinloin, in neot ond sonilory condilion, odequote chemicol loilet focilities for use of employees engoged on work, in complionce wilh requiremenls of opplicoble codes. regulotions, lows ond ordinonces.L Toilets in exisiing building sholl not be used. I.06 TEMPORARYPROTECTIVEFACILITIES A. Provide ond moinloin protective devices ond focililies for fhe proiection of the public ond lhe generol proleclion of oll workmen on the Proiecl including buf not limiled to: L Donger signs worning ogoinsi hozords creqted by such feotures of conslruclion os protruding noils. hoisls, well holes, window openings, stoirwoys ond folling moteriols. 2. Fire protection equipmenl.3. First oid equipment. 4. Temporory wolks, roodwoys, trench covers, bonicodes, bulkheods, roilings. donger lights ond signols. etc. requked for lhis work by federol, slole ond locol sofety lows ond building codes. sMA 26019.00 t-15 B. Mointoin temporory protective focilities in good condilion throughout lhe lerm of the Work. Repoir ond reploce ony work domoged lhereby. ' C. Be responsible for ihe odequocy or sofely of lodders, scoffolding, shoring, brocing, lools. equipment, point storoge oreos. crones or hoists, romps or runwoys, formwork or olher slruciure or devices provided. 1.O7 FIELD OFFICE AND TELEPHONE The Generol Controclor sholl provide ond moinloin field office wilh ielephone service. Toll chorges will be poid by ihe responsible porty. The field office ond lelephone sholl be ' ovoiloble to the Archilecl ond lhe Owners. I.OB SCAFFOLDING AND RUNWAYS A. Scoffolding: Provide os necessory for work. B. Runwoys, Guord Roils, Plolforms ond Similor Temporory Conslruction: Provide ond moinloin for sqfe performonce of Controct. l. Provide focilities of fype ond onongemeni os required for lheir specific use, subslonfiolly conslrucled, strongly supported, ond well secured. 2. Comply wilh opplicoble sofely lows ond codes. r.09 closuREs A. Temporory Closures: Erect over openings when weolher condilions render such oction necessqry for proper inslollolion of work. I,IO PROTECTION FOR WORK IN PLACE A. Work in Ploce: When work in ploce is subject lo injury becouse of operofions being conied on odiocenl 10 it, cover, boord up, or subslonliolly enclose with odequote Protection. 'l . Block ond boord heods, iombs ond sills of permonent openings used os thoroughfores for inlroduction of work ond moteriols.2. Construcl forms of proteclion in monner lhot, upon complelion, entire work will be delivered lo Owners in undomoged condition. 1.r r AccEss A. Limil occess to necessory roules to perform fhe Work.l. Coordinote occess with Owner. B. Temporory Access Rood: Conslruct lemporory occess rood os required to provide occess io sile for workers ond equipmenl.l. Grodes ore steep. Toke meosures in design ond construciion of temporory rood lo conlrol sufoce droinoge ond erosion. Provide temporory reloining strucfures os required for this purpose.2. Remove temporory occess rood when no longer needed. Restore ond revegetote oreos dislurbed by temporory occess rood. See Section 0295O Site Restorolion ond Rehobililotion. I I t I I I t I I I I I t I I t I t I sMA 26019.00 I -16 I I 1.12 TEMPoRARY CoNTRoLS I A. Generol: Comply with locol codes, ordinonces ond regulolions.t B. Noise: Minimize noise neor residenliol oreos. Properly muffle equipment. Do nol operoleI noisy equipment ofter hours. Ir C. Dust: Conlrol when conslruclion procedures result in dust which becomes nuisonce to Owner, privole properly or iroffic. I D. Wofer: Control flow of woler ot site io prevenf domoge to Owner's privole ond public locililies. I E. Debris: Continuolly police work to prevent colleclion ond scottering of debris uncovered, loosened, or coused by proseculion of work. I F. Pollution: Toke precoutions to prevenl spilling ond liltering of woler polluting substonces. t Do nol dump ony foreign moleriols into sewer ond storm sewer colleclion sysfems.l. Burning of debris or ony other oir polluting methods or equipment not ollowed. I G. Erosion: Provide focililies necessory lo prevenl erosive domoge to Owner's properiy ondr lo odjocenl properties. I l.r3 PRoJEcr tDENTrFrcATtoN I Design of project idenfificolion sign, if required, sholl be submitted for review ondr opprovol by Architecl ond Owners prior io inslollolion.rI I.I4 CLEANUP I A. Generol: Mointoin Proiecf ond site in cleon ond ordefi condition. Periodicolly cleon I interior oreos. Regulody remove wosle moleriols, debris ond rubbish from sife. I B. Eoch Subconlroctor: Cleonup work on doily bosis. Foilure to cleon up will resuJl in I cleonup by oihen with such cosfs being bockchorged lo Subcontroclor by deductr chonge order to his subconf rocl. I C. lnterior Areos: Cleon prior to slort of finish work ond conlinue cleoning os requlred. I Conlrol cleoning operolions so thol dusl ond olher porficles will not odhere lo newly cooled surfoces. I D. Remove femporory moleriols, equipment, seryices ond construction prior lo compleiion.I E. FinolCleoning: SeeSeclion0lT4l. I SECTION 0I569 TREE AND PLANT PROTECTION I PART r -GENERALI I.OI WORK INCLUDEDI I A. Profection of exisfing trees wilhin Projecf Limit Lines which ore indicoted lo remoin. - SMA 26019.00 l-17 I I B- Protection of other existing plonls indicoted lo remoin. 1,O2 QUALITY ASSURANCE Conlroclor sholl reloin lree experi lo evoluole lree heollh before consiruclion ond to recommend steps required lo protecl trees ond ensure their survivol. PART 2 - PRODUCTS 2,01 MATERIALS A. Borricodes: Controctor's option os oppropriole to serve required purpose qnd occepled by Architecl. PART 3. EXECUTION 3.OI TREE AND PLANT PROTECTION A. Generol: Preserve ond protecl exisling trees ond plonls within proieci limit lines which ore designoled lo remoin. Follow recommendotions of tree exped. No work sholl occur oulside designoted projecf limii lines. B. Boniers: Provide temporory boniers lo heighl of six feel, oround eoch, or oround eoch group, of lrees wilhin projeci limii lines. C. Trimming: Consull wilh Archiieci, ond irim ogreed on rools ond bronches which interfere wiih consiruciion. l. Employ quolified tree surgeon to remove, ond lo lreot culs.2. Trim under Archilecl's direclion.3. Do not cul roots greoter f hon l" in diometer withoul odvonce nolice lo Architect.4. Cut close lo boles in monner fhol tree will present bolonced crppeoronce.5. Treol scon resulling from removol of bronches over l" in diomeler wif h heovy coof of opproved tree poinl. D. Rooi Syslems: Mointoin noiurol cover of lurf oround rool syslems. Reploce furf if necessory. E. Stockpiles: Ploce stockpiles of excovoted mofedol sotholtheywill not slough off onio rool systems of exisiing lrees. F. Conlominoies: Dispose of solvenfs, oils ond olher moteriols which moy be hormful lo ploni life in confoiners ond remove from sile. Remove ond reploce contominoled soil wilh good soil ot completion of work. G. Areos Under Trees: Within drip line ol exisling trees to remoin: I . Do not ollow vehiculor lroffic or porking.2. Do not store motedols or oroducls.3. Prevenf dumping of refuse or chemicolly injurious moferiols or liquids.4. Prevenl puddling or continuous running woler.5. Do nol leove diesel or gosoline equipment running. I I I t I I I I I I I I t I I I I I I sMA 26019.00 l-18 I I I I I I H. Proleclion: Corefully supervise excovoting, groding ond filling ond subsequenl conslruction operolions, lo prevenl domoge to plonl moieriols. Prolect ogoinsl breoking ond skinning of rools ond skinning ond bruising of bork. SECTION OI 600 PRODUCT REQUIREMENTS I,OI TRANSPORTATION AND HANDLING Tronsporl producls by meihods lo ovoid domoge. Deliver in undomoged condifion in monufoclure/s unopened conioiners or pockoging, dry. Provide equipmeni ond personnel fo hondle producls by melhods to prevent soiling or domoge. Promptly inspect shipmenls lo ossure thof producls comply wilh reguirements, quonlifies ore corecl, ond products ore undomoged, 1.O2 STORAGE AND PROTECTION I A. Sfore producls in occordonce wiih monufocturefs inslruclion, wilh seols ond lobels infocl ond legible, Store sensitive products in weolhertighl enclosures; mointoin wilhin I lemperoture ond humidily ronges required by monufocture/s inslruclions. t B. For exlerior sloroge of fobricoled producls, ploce on sloped supporls obove ground. Cover producls sublecl lo deleriorotion wilh impervious sheel covering; provide I venlilolion lo ovoid condensotion.I C. Sfore loose gronulor moteriols on solid surfoces in o well-droined oreo; prevenl mixingI wilh foreign molter. I D. Afier inslollotion, provide coverings fo profect products from domoge from lrolfic ond construclion operofions, remove when no longer needed. I I.O3 PRODUCT OPTIONS I A. Producfs Specified by Reference Slondords or by Descriplion Only. Any product meefing I those slondords. B. Producls Specified by Noming One or More Monufocturers wilh o Substitule Porogroph: I Submil o request for subslitulion for ony monufocturer nof specificolly nomed. I C, Producls Specified by Noming One or More Monufocluren: Products of nomedr monufoclurers meeling specificofions; no opiions, no substitutions ollowed. II I.O4 SUBSTITUTIONS A. Documenl eoch requesl wifh complete dolo subslonfioiing complionce of proposed subslitulion wifh Controct Documents. Submit product dolo ond somples os required, B, Requesl constitufes o represenfolion thol Confroctor:l. Hos invesligoied proposed product ond deiermined thot il meels or exceeds, in oll respects, specmed producl.2. Will provide lhe some wononty for substilulion os for specified product. 3. Will coordinofe instollolion ond moke olher chonges which moy be requked for work lo be complele in oll respecls. I sMA 260re.00 I I I I l-t9 C. 4. Woives cloims for oddilionol cosis which moy subsequenlly become opporeni. Subslitulions will noi be considered when they ore indicoled or implied on shop drowing or producl dolo submillols withoul seporote wriilen request, orwhen occeplonce will require subsionliol revision of Conlroct Documents. Archifect will delermine occepfobiliiy of proposed subslilution ond will nolify Controclor of occeplonce or reiection in wriling. SECTION OI722 FIELD ENGINEERING PART I - GENERAL I.OI SUMMARY A. Section Includes: l. Surveying services by Controctor required for proper execulion ond complelion of work under lhis Controcl. I.O2 SITE SURVEY A. Survey: Prepored for Owners by their seporoie consulloni. See Document 00300.L Such dqlo is offered solely for reference ond is nol port of Conirocl Documenls.2. Doto conloined in survey is believed lo be relioble; however, Archilect does not guoronfee ils occurocy or compleleness.3. Three sels of sile survey will be provided lo Conlroclor for his use on lhis Projecl. I.O3 SUBMITTALS A. Quolily Conkol Submitlols: I . Surveyor or Engineer: Submil nome ond oddress of surveyor or professionol engineer 1o be employed by Conlrocior lo Architect for occeplonce before beginning work ol sile. 2. Documentotion ond Records: Surveyor or engineer sholl moinloin complete ond occurofe log of conlrol ond survey work os it progresses. On request of Architect, submil documenioiion lo verify occurocy of field engineering work.3. Complelion Cerlificole: Upon compleiion of work, submit certificote lo Archilecl signed by surveyor or engineer certifying thol elevotions ond locolions ore in conformonce wilh Controct Documents. Nole ony ilems of non-conformonce. I.O4 QUALIry ASSURANCE A. Quolificolions: Employ lond surveyor or professionol engineer registered in Slole of Colorodo ond occeploble lo Owners ond Architecl. B. Surveyor or Engineer: Responsible for locolion of building ond mojor sile elements; esloblishment of building horizonlol ond verlicol controls; instollotion of control stokes os required; ond finol certiflcoiion thot finish groding hos been completed wilhin loleronces soecified. I I I I I I I I I I I I I I I I I I I Ft sMA 26019.00 ln I r C. Regulotory Requirements: Town of Voil reguires on ILC survey 1o be performed ot the complelion of lhe Work, meosuring locofion, building height, building oreo, elc. ILC I Survey will be performed under seporote controcl lo lhe Owner. See Seclion 0l l0O. I PART 2 - PRODUCTS I Not Applicoble. I PART 3 - EXECUTION I 3.0t PRoJECT SURVEY REQUTREMENTS I A. Reference Poinis: Archifect will identity exisling conirol points ond properry fine slokes t indicoted on drowings ond sife survey. lmmediotely upon entering project, locote ond- moinioin benchmorks ond oll olher grodes, lines, levels ond dimensions. Report ony enors or inconsislencies to Archilecl before commencing work.T f B. Permoneni Bench Morks: Surveyor or engineer sholl esloblish minimum of lwo permonenl benchmorks on site, referenced to dofo estoblished by survey control poinls. t C. BotterBoorGondLevels: Surveyororengineersholl slokeouf buildingondprovideondr rigidly set boller boords.1. Confroctor: Remoin responsible for fheir moinlenonce ond occurocy. I 2. From permonent benchmorks surveyor or engineer sholl oscertoin grodes ond levels I fo building os needed. I D. Preservotion of Monumenfs ond Slokes: Qorefully preserye monumenls, benchmork, I properly morkers, reference poinls, ond stokes.r l. h cose of his destruction of lhese, lhe Controclor shqll be chorged wilh expense of replocemenl ond sholl be responsible for ony misloke or loss of lime thot moy beI coused. || 2. Profecl permonenl monumenls or bench morks which musl be removed or dislurlced until properly referenced for relocotion. I 3. Furnish moleriols ond ossistonce for proper replocemenl of such monuments or I benchmork. E. Loyoul ond Confrol by Surveyor or Engineer: I L Building: Estoblish building horizonlol ond verticol confrols by insfrumenlolion. || 2. Site: Estoblish lines, levels ond locolions by insfrumentolion. Set conlrol sfokes for finish groding. Resei stokes os required during progress of work. I F. ILC Survey ol Complefion: Upon completion of work, o surveyor under seporole conlrocfr lolhe Ownerswill survey site. See Secfion 0l l0Oond Article 1.04 obove. Coordinofe wilh Ownels surveyor. Review survey doto lo verify lhol locofions ond elevolionsI required by Conlroct Documenis hove been ochieved within specified loleronces. t G. Eoch Subcontroclor: Provide complele engineering loyout for work to be performed r under his subconfroct, including grodes, elevotions, ond oll other engineering required lb I perform his scope of work.r l. Generol Conlroctor: Provide building horizonfol controls ond elevolion conlrols. I I I sMA 260t9.00 1-21 SECTION 0I732 CUTTING AND PATCHING PART I - GENERAL I.OI SUMMARY A. Section lncludes: All culling. fitiing ond polching including reloled excovolion ond bockfill, required lo complete work ond lo: L Moke its porls fit togelher properly. 2. Uncover portions of work lo provide tor inslollotion of ill-limed work. 3. Remove ond reploce defeclive work.4. Remove ond reploce work nol conforming to requirements of Conlrocf Documents. 5. Remove somples of insiolled work os specified for testing. 6. Provide routine penelroiions of non-slructurol surfoces tor inslollolion of piping ond eleclricol conduil. 1.02 QUALITY ASSURANCE A. Notificolion of Archilecf : Notify Architecl well in odvonce of executing ony cutling or ollerolion which offecls:l. Work of Ownen or ony seporote controcfor.2. Slruclurol volue or integrity of ony element of proiect. 3, lnlegriiy of effectiveness of weolher-exposed or moisf ure-resistont elements or syslems. 4. Efficiency, operofionol life, mointenonce or sofety of operoiionol elemenls. 5. Visuol quolities of sight-exposed elemenls. PART 2 _ PRODUCTS 2.O1 MATERIALS Comply wif h specificolions ond stondords for eoch specific product involved. PART 3 - EXECUTION 3.OI EXAMINATION A. ExislingCondilions: |. Exomine existing condilions of Projecl, including elements subjecl lo domoge or to movemenl during cutting ond pofching, 2. After uncovering work, exomine conditions offecting inslollotion of produc.ls or performonce of work. B. Notificolion: Report unsolisloctory or quesfionoble condifions to Archilecl. Do noi proceed wilh work until Archifecl hos provided furlher inslruclions. 3.O2 PREPARATION A. Proteclion: Provide odequole lemporory supporf os necessory lo ossure struclurol volue ond inlegrify of offected porf'ton ol work. Provide devices ond melhods to prolecl oiher portions of project from domoge. I . Provide proteclion from elemenls for lhol porlion of projecl which moy be exposed by cutling ond polching work. I I I I I I I I I I I I t I I I I I I sMA 26019.00 t-22 B. D. I I I I I I I I I I I I I I I I I I I 3.03 2. Moinloin excovolions free from woler. CUflNG AND PATCHING Generol: Provide openings in construction which ore required for loler work.l. Vorious Controclors: Be responsible lo supply in odvqnce, proper ond sufficienlly detoiled informotion for openings.2. ln evenl of foilure 1o supply this odvonce informotion, required cuiling sholl be done only offer concunence of Archif ecl ond of expense of negligent porty. Cutting:L Execute cuiting ond demolition by melhods which will prevenl domoge fo olher wo*, ond will provide proper surfoces f o receive inslollotion or repoirs.2. Execute excovoting ond bockfilling by melhods which will prevent setllemenl or domoge to olher wo*. Comply with Section 02300.3. Employ the originol instoller or fobricotor lo perform cuiling ond potching for:o. Weqther-exposed ormoisture-resislontelemenls.b. Sightexposedfinishedsurfoces,4. Cut ospholf, concrete or mosonry using mosonry sow or core drill os opplicoble. Pneumolic fools will nol be ollowed unless occepted by Archilect. Fitting: Execule filling ond odjuslmenl of producls to provide linished instollolion to comply wilh specified products, funclions, toleronces ond finishes. Fit work olrtighl lo pipes, sleeves, ducls, conduit ond olher penefrotions through surfoces. Polching: Wherever ony pipe, conduil. duct, sleel member, brocket, equipment, or olher mqleriol penelrofes or posses lhrough fire{esistont woll, ceiling or floor, complelely seol voids in construclion with cement grouf, ploster, or fire-resislont moteriol, embedding seoling moleriol full lhickness of woll, ceiling or floor. Finishing: Where surfoces ore exposed, finish with some moferiols specified in finish schedule or moleriol lhot is on constructed surfoces.l. Work: Accomplish wifh mechonics skilled in finish lrode.2. Refinish entire surfqces os necessory to provide even finish lo motch odjocenl finishes:o. For continuous surfoces, refinish to neorest interseclion.b. For ossembly, reflnish entire unit, SECTION 0I736 SELECTIVE DEMOLMON PART I - GENERAL I,OI SUMMARY A. Secfion lncludes:I. Erecl dustproof enclosures seporoling demolilion oreos from olher oreos before beginning demolifion. Remove enclosures when work is compleled ond pqlch surfoces domoged by work.2. Remove designoted building equipment, cobinels ond fixtures. Store ond profecl ilems noted to be soved or reinslolled.3. Remove designoted porfitions; wolls, ceilings, floors, doors ond fromes, windows, duclwork, piping ond ofher building componenls. sMA 26019.00 1-23 4. Corefully remove exisling mosonry from new door ond window openings. cleon morlor ond slockpile for future use by mosonry controcf on.5. Cop ond idenlify exposed utililies. Remove exisling ulility piping ond systems in remodel oreos thot ore lo be reploced wiih new ond/or lorger piping or equipmenl.6. Remove ond dispose of sile elemenls such os sidewolk ond poving designoled for removol.7. Provide necessory shoring ond brocing.8. Dispose of debris off site.9. Cleon up ond leove building ond slfe prepored for renovotion. 1.02 PROJECTCONDITIONS A. Environmentol Requiremenls: Erecufe demolition in monner to limil unnecessory dusl ond noise. Burning ol moferiols pn site nol ollowed. B. Exisfing Ulility Services:l. Ccpping: Anonge ond poy for disconnecting, removing ond copping utilily services within oreos of demolition. Disconnecl ond stub off. Notify olfected uiilily compony in odvonce ond obtqin opprovol before slorfing lhis work.2. ldenfificotion: Ploce morkers to indicote locolion of disconnecled services. ldenlify service lines ond copping locotions on projecl record documents.3. Coordinole wilh design/build mechonicol conlroclor lo idenlify existing ulility piping qnd equipment thot is lo be removed ond reploced wilh new piping ond equipmenl.4. Eristing Heoting System: Eleclric. Exisling system is to be reploced with new nolurol gos heoling system. See Seciion 15001 . C. Proieclion: Provide necessory temporory shoring ond brocing 1o supporl ond protecf portions of exisling building during demolilion operolions. Leove such shodng in ploce until permonenl supports hove been instolled. Be solely responsible for design, sofely ond odequocy of temporory shoring ond brocing ond iis obilily lo corry lood for which intended. E. Sofely: Ceose operotions ond nofify Architecl immediolely if sqfeiy of slruclure oppeors lo be endongered. Toke precoutions lo properly supporf slruclure. Do nol resume unfil sofely is restored. F. Asbestos: Asbesfos will be removed under seporote controcf. See Document 0O3OO Informofion Avoiloble lo Bidders. Noiify Owner of ony osbesfos moleriols remoining requiring removol. PART 2 - PRODUCTS 2.OI MATERIALS A. Moteriols lo be Reused: Corefully remove moleriols, speciolty ilems, equipmenl, cosework elc. scheduled or noled to be reused in olher portions of work ond sfore ol site for loler reinstollolion. Repoir ony dqmoge coused during removol, sloroge or reinsfollolion lo solisfoction of Archilecl. B. Moteriols to be removed by Owner: llems thol ore removed prior 1o stort of demolilion sholl remoin properly of Owner. All other ilerns indicoted for removol but not indicoled for reinstollotion sholl become properly of Controclor who sholl remove lhem from sile. I I I I I I I I I I I I I I I I I I I sMA 26019.00 t-24 I r l. llemslobe Removed By Owner: Will be designoted wilh morking priorlo pre-bid tour of siles. I PART3-EXECUTION I 3.01 PREPARATTON I A. Exlerior openings: Erecl weolherproof closures tor exlerior openings. I B. Dust Protecfion: Erect ond moinioin dustproof porlilions os reguired 1o prevenf spreod of I dust, fumes ond smoke lo ofher porfs of building. On complelion, remove porfitions ond repolr domoged surfoces lo mofch odiocenl surfoces. I C. Building Occuponcy: Corry out demolifion wo* lo couse os lillle inconvenience lo - Owners os oossible. I 3.o2 DEMoLTTIoN oF BUILDING ELEMENTs I A. Generol: Demolish in orderly ond coreful monner os required to occommodole newr work. Protect exisiing foundolions ond supporfing structurol members. Ir B. Repoir: Repoir demolition performed in excess of lhot required ot no cosl lo Owner. I 3.03 snE DEMoLtTtoN I A, Sile lmprovements: Remove existing sidewolla, poving ond olher siie improvemenls os r indicofed. Where new curb ond gulter or ospholf odjoin existing ospholl, cuf exisling I ospholl io slroighf line using mosonry sow. B. Exisling Aspholl Drive: Remove in whole or in port where domoged by construclion I troffic or os required for insfollolion of new underground utililies. I 3O4 CLEAN.UP I A. Cleoning: During demolilion operolions, keep premises free from occumulcrlions ofr woste mof eiol or rubbish coused by employees or work, ond of completion of wo* remove rubb'rsh, lools ond surplus moteriol ond leove premises cleon ond reody for I subsequent work. Promplly remove wosfe, rubbish or debris from site.r r sEcTtoN 01741 FTNAL CLEANTNG II I.OI RELATED REQUIREMENTS I A. Cleon-up during conslruclion: Section 0150O Temporory Focilities ond Conlrols. 1.O2 CLEANERS I A. Cleoners: Profesionol cleoners wilh excepfion of cleon up of sile ond cleoningr specificolly ossigned to inslollers ond opplicolon under vorious seclions of Specificolions, I I sMA 260re.0o I I -25 I.03 FINAL CLEANING A. Exterior: In oddilion to ilems specified below, corefully ond lhoroughly cleon oll surfoces on exierior: concrele. metol. elc. B. Gloss: Corefully ond thoroughly cleon both sides of gloss ond leove obsolulely cleon ond free from poinl, lobels, greose, dirl, elc.l. Cleoners: Professionol window cleoners. C. Hordwore: Cleon ond polish hordwore ond leove cleon ond free from point, greose, dirt, elc. D. Plumbing: Cleon ond polish plumbing fixtures, fitlings ond exposed ploted piping. Leove cleon ond free from poinl. greose, dirt, etc. Remove lobels. E. Electricol: Cleon ond polish electric fklures, including glosswore. swiichplotes, elc., ond leove cleon ond free from poinl, greose. dirt, etc. F. Equipmenl: Corefully ond lhoroughly cleon items of equipmenf , mechonicol. eleclricql, cobinels, ductwork, eic. G. Floors: Leove them thoroughly cleon when building is turned over lo Owners. l. Resilient Floor Coverings: Mop wilh worm wofer ond mild detergent os recommended by monufocturer of flooring. lhen ihoroughly mochine buff. 2. Corpeting: Vocuum ond cleon. Remove oll spots os recommended by monufoclurer. 3. Concrete Floors: Domp mop or scrub concrele floors os required. H. Ceromic ond Porceloin Tile: Remove grout hoze, observing lile monufoclure/s recommendolions. Rinse tile work lhoroughly with cleon woter. I.O4 COMPLETION A. Enlire Premises lnside ond Oul: First-closs cleon condition upon completion before being occepled by Owner, SECTION OI TZO CLOSEOUT PROCEDURES I.O'I FINAL SITE REVIEW A. Procedures: Following projecl closeoul procedure defines responsibililies of Conlroctor, Owners ond Architect in closing Proiect: Step I Controclor odvises Architecl ond Owners in writing lhol he hos reoched 'Subslonliol Complelion" ond provides lisl of ilems lo be completed or conected. Closeout moy be conducled by oreos or porlions of work if requested by Owners. Step 2 Architect ond Owners independenily inspect work lo determine if it is substonliolly compleie, ond Archilecl issues Certificote of Substonliol Completion plus "Punch Lisi" of items to be completed or conecled. I I I I I I t I I I I I I I I I I I I sMA 26019.00 t-26 I I I I I t I I t I I I I t I I I I I Step 3 Conlroctor compleles ond/or corrects oll punch lisi ilems ond nolifies Architect in wriling ihot his work is reody lor finol inspeclion. At ihis lime, finol opplicoiion for poyment is submilted. Step 4 Archilect ond Owners moke independent finol inspeciion. When work is found lo be occeptoble under Conlroct Documents, ond conlrocl fully performed, Archilecl will issue finol Certificole for Poyment. SECTION OI 780 CLOSEOUT SUBMITTALS PART I -GENERAL I.OI PROJECT RECORD DOCUMENTS A. Project Site Record Documents: Mointoin of prolect site one record copy of following:L Drowings2. Specificotions3. Addendo4. Accepled Shop Drowings, Producf Doto ond Somples5. Chonge Orders6. Olher Modificolions fo Conlroct7. Field Tesf Records B. Record Documenis: Do nol use record documenls for conslruclion purposes. Moinloin documenls in cleon. dry legible condilion, oporl from documents used for conslruclion, C. Record Informotion: Lobel eoch documenl "Record Docr:menl".l. Mork informolion wiih conlrosting color using ink.2. Keep eoch record cunent. Donof permonently conceol onywork unlil required inlormotion is recorded. D. Drowings: Record following informolion on drowings:l. Depth of foundolion elemenls.2. Horizonlol ond verlicol locotion of underground utililies.3. Locolion of internol utilities ond oppurf enonces conceoled in conslruction.4. Field chonges of dimension ond detoil.5. Chonges by chonge order or field order.6. Deloils not on originol Controcl Drolings, E. Specificotions: Record following informofion on specificotions:l. Monufocturer, lrqde nome, cotobg number ond supplier ol products ond items of equipmeni ocluolly insf olled.2. Chonges by chonge order or field order.3. Ofher molters nof originolly specified. F. Shop Drowings: Moinloin shop drowings os record documenls recording chonges mode ofler review os specified for drowings obove.l. lnclude oll design/build mechonicol ond eleclricol sysfem drowings. G. Submillol: Al completion of Project, deliver record documenls lo Architecl wifh tronsmillol letter contoining dofe, project title ond number, Conlrocto/s nome ond sMA 26019.00 t-27 oddress, tiile ond number of eoch record documenl, ond cerlilicolion lhot eoch document is complete ond occurote. Submitlol sholl be signed by Coniroclor. I,O2 FINAL PAPERWORK A. Finol Poperwork: Prior to releose of finol poyment, Controcior sholl deliver following ifems to Architect:l. Inspeciion Cerlificoles, os opplicoble.2. Conlroclor's Wononty of Moleriols ond Workmonship,3. Moinlenonce Monuols ond Ports Lists, os specified.4. All Guoronties, Wononfies ond Submitfols, os specified.5. Receipts for Extro Moleriols Delivered to lhe Owner.6. M'rscelloneous Keys, Swilches, Eic.7. Finol Applicotion for Poymenl.8. Conseni of Surety (if ony) to Finol Poymenl.9. Conlroclor's Affidovit of Releose of Liens (AlA Form G-706A). 10. Project Record Documenfs The obove items ore described in following orticles or opplicoble seclions of ihe Soecificotions. I.O3 INSPECTIONCERTIFICATES Eoch subcontroclor sholl, upon complefion of lhe worK secure in lriplicole, cerlificoies from ony slole or locol governing bodies hoving jurisdiclion in dictoling thot the work is in slrict occordonce wilh lhe opplicoble codes ond deliver some fo lhe Conkoclor for ironsmiltol to lhe Owner. I.04 WARRANTIES A. One Yeor Conection Period: Remedy ony defects due lo foully moleriols or workmonship ond poy for ony domoge to olher work resulting therefrom, which sholl oppeor in work within o period of one yeor from lhe dqte of Notice of Subsfonliol Comdetion ond in occordonce with lhe lerms of ony speciol wononlies provided in lhe Controcl Documents. The Owner sholl give notice of observed defects with reosonoble promplness. B. Wononly: Upon complelion of work, lhe Controclor sholl deliver lo lhe Archilecl, in duplicote. o wrilten wononly bosed on lhe provisions of the Controcl Documents properly signed ond nolorized.L Wononly sholl be oddressed to fhe Owner.2. Provide seporole writfen wononlies from mechonicol ond electricol subcontroclors. C. Subconkoclor Wononties: Include lobor ond moteriols signed by monufoclurer or subconiroctor os cose moy be ond counteruigned by subconfroctor. I . Address wononly 1o Owner.2. Deliver lo Architect upon complelion of projecf ond before or wifh submission of requesf for finol poyment. D. Extended Wononfies: Deliver in duplicofe extended wononlies os specified ond doied from lhe dole of Nofice of Substontiol Complelion ond signed by subcontroctors ond monufociurers. I I I I I I I I I I I I I I I I I I I sMA 26019.00 t -16 I t I T I I I T T I I t I t t I I I I E. Monufoclurer Wononties: Deliver in duplicote monufocturer's wononlies os specified ond doted from dole ol Notice of Subslontiol Complelion signed by monufocfurer.l. Monufoclure/s Wononties: Supplement ond nol reploce implied ond express wononties provided for by Uniform Commerciol Code. Any stotemenls in monufoclurer's wononlies denying or limifing responsibility for such implied ond express worqnlies sholl be void. I.O5 OPERATING AND MAINTENANCE DATA A. Operolion ond Mointenonce Doto: Submit copy of operolion ond moinlenonce instructions for equipment ond syslems in o loose-leof binder. Include porls lists ond locol service ogency.L Monuol: Hove index with lob dividers for eoch moior equipment seclion to focilitote locoling informolion on specific piece of equipment.2. ldentify doto wilhin eoch section with idenfificolion numben os ihey clppeor on Drowings ond by specificolion section ond orticle number. B, Doto: Include os minimum following dolo:l. Alphobei'tcol list of oll syslem components, wilh nome, oddres and 24 hour phone number of compony responsible for servicing eoch ilem during fint yeor of operolion.2. Operoting inslructions for complele system including:o. Emergency procedures for fire or fqilure of mojor equipmenf .b. Moior storl, operolion ond shutdown procedure.3. Mointenonceinsiruclionsincluding:o. Proper lubriconts ond lubricoling instructions for eoch piece of equipmenf.b. Necessory cleoning, replocemenf ond odjuslmenf schedule.4. Monufocturer's producf dolo on eoch piece of equipment including:o. Inslollolioninslrucfions.b. Drowings ond Specificolions.c. Porls lists.d. Complele wiring diogroms (os-built).e. Morked or chonged prinls locoting oll conceoled porls ond oll voriotion from originol syslem design.5. Schemolic diogrom showing componenl ports of syslem.6. Simplified syslem descripfion ond prevenlolive mointenonce progrom. C. Operoting ond Mointenonce Doto: See DMsions 2 through 16 for equipment requiring operofing ond moinlenonce doto monuols ond for specific requiremenls of operoling ond moinlenqnce dolo for eoch group of equipment. PART 2 - PRODUCTS 2.OI SPARE PARTS AND MAINTENANCE MATERIALS Provide products, spore porfs, ond moinlenonce moleriols in quonlifies specified in eoch section, in oddiiion lo thot requlred for complelion of work, Deliver io Owners. 2,U2 MISCELLANEOUS KEYS. SWITCHES AND WRENCHES Al completion of Projecf, occount for oll loose keys, odjuslment keys ond wrenches for hordwore, keys for eleclric swif ches, eleclricol ponels, elc. ond tum over lo Conlroclor for lronsmiftol to Owner. sMA 26019.00 1-29 PART 3 - EXECUTION Not Used. SECTION Ol8OO FACILTT OPERATION PART I - GENERAL I,OI RELATEDREQUIREMENTS A. Operolion ond Mointenonce Dolo Submittols: Seclion 01780 Closeout Submittols. PART 2 - PRODUCTS Not Used PART 3 _ EXECUTION 3.OI SYSTEMSDEMONSTRATION A. Prior to finol inspection, demonstrole operolion of eoch system lo Owners. Inslrucf Owners in operolion, odjustment ond moinfenqnce of equipmenl ond sysiems. B. Demonstroiions: See Div'sions 2 through | 6 for equipmenl requiring demonstrofions. 3.02 . EQUIPMENT SERVICE AND MAINTENANCE A. Generol: Include complete service ond moinfenonce colls spoced ol moximum of lhree monlh intervols plus emergency colls throughoui one yeor coneclion period. During eoch service ond moinlenonce coll os minimum check:l. Sofely devices on eoch piece of equipment.2. Lubricoiion of oll moving porls; lubricole where required. B. Service ond Mointenonce: See following seclions for equipment requiring mointenonce:l. Eleclric Dumbwoiler: Section 14120.2. Elevolor: Section 14215.3. Mechqnicol: Division ]5. END OF DIVISION I I I I I I I I t I T I I I I I t I I I sMA 26019.00 l€o t I I I I I T I t t t I I I t T I I DIVISION 2 - SITE CONSTRUCTION Generol Requiremenfs: Generol Condilions, Supdemenlory Conditions ond Division I - Generol Requirements opply to work of this Division. SECTION 02232 SELECTIVE CLEARING PART I - GENERAL I.OI SUMMARY A. Section Includes:l. Seleclive cleoring ond grubbing wiihin Projecf limif lines.2. Removol of eisting trees ond shrubs os indicoted on lhe Drowings.3. Stripping ond slockpiling of lopsoil. I.O2 PROJECTCONDITIONS A. Environmentol Requirements: Execute sile cleoring in monner to limit unnecessory dust ond noise. Burning of moferiols on sile not ollowed. PART 2 - PRODUCTS 2.OI EXISTINGMATERIALS A. Disposition of Cleored Moteriols: Except for moleriols indicirted io be slockpiled on sife or to remoin Owners property, cleored moleriols sholl become Conlrocfofs propedy ond sholl be removed from lhe site. PART 3 - EXECUTION 3,OI PREPARATION A. Proleclion:L Benchmork: Protect ond moinloin benchmorks ond survey control points from disturbqnce during construction.2. Protecl existing site improvements lo remoin from domoge during sile cleoring.o. Reslore domoged improvements to their originol condition, os occeptoble fo Owner.3. Trees ond Vegetoiion lo Remoin: See Seclion 01569 Tree ond Plonl Proteclion for requlrements to be coordinoled with work under this Seclion.4. Bosion ond Sedimenfofion Control: Provide sill fencing ond other erosion conlrol meosures os required to conlrol soil erosion ond sedimenlotion during conslruclion. 3.02 CLEARING AND GRUBBING A. Vegelofion In Building Areos, Poving Areos, Areos lo Receive Olher New Sile lmprovemenls ond Areos Indicofed lo be Regrqded: Remove obstructions, shrubs, gross, ond olher vegetolion lo permil insfollotion of new conslruclion. Removol includes dlgging ouf slumps ond obsiructions ond grubbing roots. I sMA 26019.00 2-l Compleiely remove slumps, roots, obslruclions, ond debris extending lo o depth of l8 inches below exposed subgrode. Removol: Include new ond old slumps of trees ond lheir roots. lf impossible lo remove roofs, grind slumps to 12" below finish grode. B. Vegelolion In Olher Areos of Site: I . Do not remove trees, shrubs, ond olher vegelolion indicoied lo remoin or to be relocoled.o. Cut minor rools ond bronches of trees indicoied lo remoin in o cleon ond coreful monner where such rools ond bronches obslruci instollolion of new construclion.b. Use only hond melhods for grubbing within drip line of remoining irees.2. Remove lrees ond shrubs indicoted for removol. Architecf will tog lrees to be removeo.3. Cleor existing vegeloiion in oreos indicoled lo be sodded or seeded. C. Tree Removol: Fell trees in monner nol io injure slonding kees, plonfs ond other improvemenls f o remoin. 3,03 REMOVAL OF EXISTING TOPSOIL A. Topsoil Removol: Remove oll lopsoil from oll olher oreos to be dislurbed by consfruclion or sile groding. L Slrip iopsoil lo wholever depths ore encouniered in o monner lo prevenl inlermingling with underffng subsoil or oiher wosle moleriols.2. Strip surfoce soil of unsuitoble topsoil, including trosh. debris, weeds, roots, ond olher woste moleriols. B. Stockpiling: Slockpile off-sile for reinstollotion ofler building ond sile improvemeni conslruclion is comolele.L Siockpile moy contoin grossy moteriol but sholl nol contoin orgonic moleriol lhot will not decoy during the period of slockpiling.2. Stockpile topsoil moleriols owoy from edge of excovotions without intermixing with subsoil.3. Grode ond shope slockpiles lo droin surfoce woter.4. Cover 10 prevenl windblown dusl.5. Limit heighl of topsoil stockpiles to 72 inches.6. Do not stockpile fopsoil wilhin drip line of remoining frees. C. Excess Topsoil: Dispose of excess lopsoil os specified for woste moteriol disposol. 3.04 DTSPOSAL Remove unsuiloble lopsoil, obstructions, demolished moteriols. ond woste moleriols, including lrosh ond debris, ond legolly dispose of lhem off Owners' properfy. I I I t I I I I t I I I I I I I I I I t. z- sMA 26019.00 t-1 I t SECTION O23OO EARTHWORK I PART r -cENERAL T .I .01 SUMMARY I A. Seclion Includes:r l. Sile groding.2. Building ond retoining woll excovolion ond bockfill.I 3. Rock excovoiion.I 4. Compoction of fill ond bockfill.5. Underslob grovel. I B. Reloted Sections: - l. BoulderPlocemenl: SeclionO23l3.2. Finish Groding Under Drives ond Povemenl: Section 02740 Flexible Povement ond Seclion 02750 Rigid Povemenl.I C. Unclossified Excovotion: All excovotion is considered os unclossified ond is defined os I removol of oll moteriol encountered, regordless of soil type. Unclossified excqvotion isI 'i."''o"J:3,3:fl;fl"ffHtTli#i,[liyjl;';'#"J?5;*or froc,or equipped wirh o hydroulic single loolh ripper will be considered normol excovofion ond no exlro will be ollowed for ifs removol.I D. Unil Prices for Rock Excovolion: Rock excovolion requiring chemicol frocluring I operolions ond/or use of non-conventionol excovoling equipmenf will be poid on unit I price bosis. Seclion 01270 Unil Prices. 1.M REFERENCES I A. ReferenceSfondord: Complywilh:r ' 3:il3::HlH:,1T,t,$l'Si,l.lffi,il?H?l1Hlt?.?ffii1,Hli.s"-x I m/rrFll. I.O3 SYSTEMDESCRIPTION I A. Beoring Subgrode: Siie groding, excovolion ond fill shqll provide fn" totto*ing beoring condilionsr I | . Foundotions: All foolings sholl rest on undisturlced noturol colluvium soils or I sondsfone bedrock, unless ofherwise recommended by Geotechnicol Engineer,r 2, Floor Slobs: Floor slobs-on-grode sholl beor on 4 inches of underslob grovel over new moisture condilioned ond compocled slructurol fill, or over undisturbed nofurol t colluvium soils or sondslone bedroc[ unless oiherwise recommended by I Geotechnicol Engineer.3. Exterior Sidewolks ond Povement: Beor on undislurlced nofurol soils or bedrock or on new moisture condilioned ond compocted siruclurol fill. I I,04 SUBMITTALS I A. Somples: Submil somple of moleriol proposed for use os imported gronulor fill lo I Geotechnicol Engineer for occeplonce prior lo slockpiling on sile. - sMA 25019.00 2-3 t I l.05 L06 t.o7 I t I I I I I I I I I t I I I I I I I B. B. a QUALITY ASSURANCE Regulotory Requirements: I . Excovolion: o. Comply wilh Colorodo Division of Lobor Rules ond Regulotions. b. Comply wilh opplicoble federol sofely regulolions including OSHA excovolion slondords. 2. Protect lrees ond shrubs ol Projecl Limii Lines. See Section 01569. Geolechnicol Engineer: The Owners will employ o Geolechnicol Engineer who will ploce quolified personnel on ihe site os necessory during ihe eorlhwork operolions to provide design recommendolions ond to evoluole complionce wiih the Specificolions. PROJECT CONDITIONS Geologic Sile Assessmenl Reporl: An geologic site ossessmenl report hos been mode for Owners by f heir seporote consullont oddressing debris flow ond snow ovolonche hozord potentiol, foundolion beoring condilions, conslruction reloled slope instobilily, eorlhquoke considerotions. ond olher geologic considerolions. See Document 00600 lnformolion Avoiloble lo Bidders. Report is believed lo be occurote; howevet neither Owners nor Archilecl guoronlees informolion contoined therein. Tesl Pits ond Geotechnicol Evoluotion of Beoring Condilions: The Owners hqve received o proposol from Hepworlh-Powlok Geotechnicol, Inc. for geotechnicol observolion ond evoluolion of foundolion beoring conditions. See Documenl 00300 lnformotion Avqiloble lo Bidders. lt is proposed lhol lesl pits be excovoied ol such lime lhol sile occess is mode ovoiloble to drilling ond/or excovolion equipment by construclion of o lemporory consfruclion occess rood. When compleled, ond following receipl by the Owners ond Archilecl, o geolechnicol report will be ovoiloble to bidders ond subcontroctors for exominotion ot lhe offices of fhe Conlroclor ond Architect. Bidders ond subconlroctors will be responsible lo fomiliorize themselves with reporl. when ovoiloble, ond lo consider ond evoluole doto conloined in such document os well os the Drowings ond Project Monuol prepored by the Archifec.l. Exisiing Ulilities: Protect from domoge ony sewer, woler, gos, elecfric, phone or olher pipe lines or conduils uncovered during work until they hove been exomined by Archilect. I . lf such lines ore found io be obqndoned ond nol in use, remove otfected seclions wilhout exlro cosl. 2. lf such lines ore found lo be in use, corefully protecl ond corry on work oround them. lf Ownen deem it odvisoble lo move such lines, Owners will poy cost of moving. WARRANTY Fill ond Bockfill: Seltlement in bockfill, fill, or in struclures built over bockfill or fill, which moy occur within the one yeor wononly period sholl be conected ol no cost to the Owners. Reslore ony slruclures domoged by seltlemenl lo lheir originol condition ot no cost to the Owners. sMA 26019.00 2-4 t T I I I I I I PART 2 - PRODUCTS 2.O1 FILL AND BACKFILL MATERIAL A. Bqckfill Moleriol for Foundofion Wolls ond Reloining Wolls: lmporled gronulor moteriol or well broken bedrock, contoining less lhon l5 percenl podicles possing lhe No. 20O sieve, wilh o moximum size of 6 inches, ond opproved by lhe Geolechnicql Engineer. Bockfill sholl not contoin vegetotion. lopsoil, ond oversized rock. B. Bockfill Moleriol for Plocemenf Agoinsl Sides of Foolings ond Fill Moleriol Under Floor Slobs-On-Grode: On-sile excovoled predominontly gronulor moleriol or o suitoble imported gronulor moieriol similor lo CDOT Closs 6 gronulor bose moleriol opproved by Geolechnicol Engineer. Fill ond bockfillsholl not contoin vegelqiion, topsoil, qnd oversized rock. C. Foundolion Bockfill Cop Moleriol: On-sife excovofed, relqlively impervious soils opproved by Geolechnicol Engineer. D. Subdroin Grovel: See Section 02620. E. Frozen Moleriols: Nol ollowed in fill ond bockfill. 2.O2 UNDERSLAB GRAVEL A. Underslob Grovel: lmported free droining grovel. Moleriol sholl consist of minus 2 inch oggregote wilh less lhon 50Uo possing lhe No.4 sieve ond with les fhon 2% possing lhe No. 200 sieve. B. Compoclible Gronulor Prolection Loyer Over Underslob Vopor Retorder: Section 07260. 2.03 TOPSOTL A. Stockpiled Existing Topsoil: Moleriol stripped from lhe site ond slockpiled for loter use. See Section 02232. PART 3 - EXECUTION 3.OI EXAMINATION A. Verificotion of Condilions: Visil ond inspecl the sile ond toke inlo considerolion known or reosonobly inferoble condifions offecling lhe work. Foilure f o visil lhe site will nol relieve the Controcfor of fumishing moleriols or performing the work required. 3.O2 PREPARATION A. Field Engineering: See Secfion 01722 tot bench mork, monuments, botter boords,. reference poinls ond loyoul ond checking of lhe work. B. Prolecl lrees ond shrubs to remoin. See Seclion 01569. C. Demolition: Section 01736 Selective Demolilion. D. Cleoring ond Grubbing: Seclion02232SelecliveCleoring. sMA 26019.00 2-5 I I I I I I I I I I I 3.03 ROUGH GRADING A. Excovole sile ond ploce compocted fill os required lo provide grodes indicoted on Drowings.l. Toleronce: {1) 0.1'(l-l/4'). 3.04 EXCAVATION A. Remove oll demolition debris, lopsoil, exisling fill, ond loose or dislurlced soils ond rock. if ony, under the building ond poving oreos. Excovole the sile os required for wolls, foundoiions, crowl spoces, piers. oreo piis, ond sile wolls to depths indicoled on the Drowings.L Foundolion Excovotions: Remove ony loose or disturbed soils below foolings ond extend fooling beoring level down to firm nolurol soils or bedrock moleriols. Trenches sholl hove bolloms of full width required. lf lhrough efior, frenches ore conied deeper lhon required, fill excess depth with concrete os direcfed ol lhe Conlroctor's expense. Remove loose or disfurbed mqleriol from boltom of excovotion by hond.2. Confer with Geolechnicol Engineer ond comply with his recommendolions when excovoling odjocenl to exisling building foundotions to remoin.3. Slope or shore excovotions in occordonce wilh locol ond federol regulolions, including cunenl OSHA excovolion ond irench sofety stondords. B. Rock Excovotion: Blosting will not be ollowed. Froclure bedrock fo be removed by chemicol injeclion or other meons recommended by Geolechnicol Engineer ond non- destructive to existing foundolions ond building oreos lo remoin. C. Slockpiling:l. Slore suifoble bockfill moferiol os sooce is ovoiloble. Remove oll other excovoled moleriol from lhe site.2. Cobbles ond Boulderu: Where cobbles or boulders ore uncovered of foofing elevotion lhey sholl be immediolely reporled fo fhe Geofechnicol Engineer. Cobbles or boulders sholl be corelully removed to prevenf disfurlconce of odjocenl soils ond the resuliing depressions sholl be filled with compocted eorfh fill, excepl lhol under foolings depressions sholl be filled with concrete. Stockpile boulders 24 inches in diomeler ond lorger for fulure londscope use in on-sife locotion os directed. E. Provide ond moinloin slopes, crowns ond dilches in excovoiion lo ensure sotisfoclory surfoce droinoge ot oll limes. Provide lemporory droinoge focilities lo prevent wofer from droining into excovotions. When work is compleled, reslore lemporory dilches or culs lo originol grode or finish grode os indicoled. F. Boiling or Pumping: lmmediolely pump or boil out woler found in excovolions, whether roin orseepoge. Excovotions sholl be kept free from woler ot oll fimes. Toke meosures ond furnish equipment ond lobor necessory to control the flow, droinqge ond occumulolion of wofer os required lo permii completion of the work under fhis seclion lo ovoid domoge to the work, Excovole sqluroted soils os specified obove. 3.05 PREPARATION OF NATURAL GROUND A. ' Generol: Remove topsoil, debris, exisling fill, ond vegefolion before beginning preporoiion of nolurol ground. Remove from site frozen or muddy ground in fill oreos. I I I I I I I I I I I I I I I I t I I sMA 26019.00 2-6 I I t I I I I I I I I I I I t I I t I B. Fills Mode on Hillsides or Slopes: Where lhe slope rofio of lhe originol ground is sieeper thon 20% (5 horizontol to I verticol,) the bonk sholl be stepped or benched. Dry or stobilize wei ond soft subgrode oreos prior to fill plocement. C. Compoction:L Noturol Soils Under Fill Areos: Compocl ol neor oplimum moisture content to ot leosl 95% of its Slondord Proctor Densily, ASTM D698. D. Moinioin soil under foundolions qnd slobs of noturol moislure conieni. 3.06 FILLING AND COMPACTION A. Generol: Fill ond compoct lo levels required lo complete the work indicoted. Filling moy require soil moleriol in excess of quontily of suiloble on-site moteriol ovoiloble. lmporl new moteriol os required. B. Moislure Condilioning: Moislure condilion fill moteriols lo neor oplimum moisiure conlent. C. Plocing Fill: Distribute moteriol to ovoid formotion of lenses or loyers of moleriol differing subslontiolly from sunounding moleriol. Deliver moteriol of uniform role to permil solisfociory procedure 1o result in unilormly compocled fill. Avoid unnecessory concenlrolion of lrovel cqusing ruls ond uneven compoclion. Regrode ond compoct rufs ond hollows more thon 6 inches deep before compocting Spreod fill moleriol in horizonlol loyers no greoter lhon 8 inches thick. D. Bockfilling: Fill ond compocl femporory holes ond excovotion oround interior wolls, grode beoms, pien, lrenches, on inside of building ond excovotion oround exterior foundotion wolls. Bocktill in even lifls on both sides of foundolion wolls to prevenl excessive pressure on one side. Broce unsupported foundotion wolls, grode beoms, ond piers thoroughly before bockfilling ond leove bnocing in ploce unlil supporting floors ore in ploce. Obfoin permission from Architecf before bockfilling. Bockfill ond mechonicolly compocl os indicofed below. Puddling nol qllowed. l. Do not overcompoct bockfill or use lorge equipmenl neor reloining wolls, Coordinole bockfill behind refoining wolls wilh retoining woll conlrocfor. E. Compoclion of Gronulor Moleriols: When compocting moferiol, such os sonds ond grovels, deposil moteriols in loyers ond compocf by surfoce or inlernol vibrofors, smoolh or pneumolic rollers, hond or power lompen, or by olher meons opproved by the Geolechnicol Engineer. Thickness of horizonlol loyers ofter deposilion sholl be nol more lhon six inches if compoclion is performed by troclor lreods. surfoce vibrofon or similor equipmenl. lf compociion is performed by internol vibrotors, thickness of horizontol loyers ofler compoction sholl be nof more lhon the penetroting length of the vibrolor heod. Ponding or woier flooding nol ollowed. F. Compociion of Cohesive Moleriols: When moisture contenl ond condilion of eoch spreod loyer is solisfoctory, compocl by melhod opproved by Geotechnicol Engineer fo densities specified below.l. Fill moteriol sholl hove moislure neor opfimum of time of compoction. sMA 25019.00 2-7 G. Soil Compoction Requiremenls: Compoct eoch loyer of o moislure conlent neor oplimum by methods occeploble lo lhe Geofechnicol Engineer lo o minimum of the following Slondord Proclor Densiiies os delermined by ASTM D698: | . Fill ogoinst sides of foolings_.__-_..,,- ..-.--.95%2. Fill under inlerior slobs on grode-.--.-.-.--_. --.--.--.-----__------.957"3. Inierior ulility lrench bockfill -.._.."..-..-.--.95%4. Fill under povinS.--.......-..____.--. ...-.-_._----_95%5. lmporled gronulor foundotion ond retoining woll bockfill..-_ ...____--_..98%6. Of her foundotion bockfilll---- __.......-.-...95% 7 . Exterior ulility f rench bockfill under slobs, sidewolks ond poving...__ .--.-....----.------.-.--95%B. Oiher exlerior utilily trench bockfill..--._-_-.-- __ ..-.....-.._._.........9O7"9. Embonkmenl fills-...______._.._._._ .-._-._.95% 10. Fill or bockfill in other londscoped oreos.-..--- -..-.-----._-90% H. Fill Under Foolings: Nol ollowed. See subporogrophs l.03 A.l ond 3.04 A.'l . l. Bockfill Cop: Bockfill lop lwo feet of free-droining foundotion bockfill in oreos nol covered by poving or concrete wilh on-sile excovoted soils compocled os specified in Porogroph G obove. 3.O7 EXCESS OR UNUSABLE MATERIAL Remove from the site. 3.08 UNDER SLAB GRAVEL A. Generol: Ploce ond spreod under slobs. Roller compoct os required by lhe Geotechnicol Engineer. Coordinole wiih inslollotion of foundqtion droinoge syslem ond underslob vopor retorder. Provide frequent conneclions 1o subdroin syslem. B. Thickness: 4" minimum compocted lhicknes. C. Recompoclion: Level ond recompoci, if necesory, immediotely prior fo pouring concrete slobs. 3.09 FINISH GRADING A. Generql: Cul ond fill oreos os indicoted br required lo permil finishing lo lhe finish grodes indicoied. Slope owoy from building o minimum of 1 inch in l2 feet in oll direciions. B. Subgrode Under Buildings: Finish grode to smoolh, even, well compocied surfoce to elevolions indicoied. l. SlobonGrodeSubgrodeToleronce: (+) O.O2' (1/4). C. Subgrode Under Exterior Slobs on Grode ond Concrete Poving: Fin'rsh grode to beoring surfoce os reguired. L Toleronce: (j 0.04 fl. ll /Z'l.. D. Subgrode Under Aspholt Poving: Finish grode io boltom of full depth ospholl or oggregole bose course. 1 . Toleronce: ft.) O.Oa' ll /2"). I I I I I I I I I I I I I I I I I I I sMA 26019.00 2-8 I - E. Subgrode Under Alt Oiher Areos: Finish grode to elevotions indicofed.l. Toleronce: {! 0.1'(l-l/4). I 3.IO PLACING TOPSOIL I A. Ploce iopsoil to even depth of 4'under oreos indicoied on Drowings. - B. Repoir eroded oreos ond reploce lopsoil immediotely prior lo sodding or seeding. t C. Hond roke lo smooth even surtoce free of noxious weeds, debris, clods, rock ondI vegeloble motler greoter ihon l/2'in size. Compoction of surfoce prior lo seeding or sodding sholl be firm but nof hord. I 3.r I F|ELD GUALTTY CONTROL A. Plocement Method: Obloin the Geolechnicol Enginee/s opprovol of fhe method of I pbcing ond compocting before storling compocted fill or bockfill plocemenl.I B. Compoclion: Obtoin writlen opprovol of lhe compleled compocted lill ond bockfill I from ihe Geolechnicol Engineer who will hove sufficienl lesls mode fo ossess I complionce with lhese Specificotions. lf becouse of unsqfisfoctory lest resulls il is necessory lo relest ofter conective work, lhe cost of lesls olher fhqn lhe initiol lests sholl be poid by lh's Controclor. I l, Tesl reporls of soils fesfing dudng construction will be distributed by the testingI loborotory in occordonce with Section 01400. I C. DensilyTesls: InoccordoncewlthASTMDl556,ASTMD2922orASTMD2l6T. SeeSeclionI 01400.I D. Field Engineering: See Section 01722.I I SECTION 02313 BOULDER PTACEMENT I PART 1 -GENERAL I I.OI SUMMARY t A. Section Includes:l. Plocemenl of cobbles ond boulders stockpiled during eorlhwork ond demolition operotions. I 1.o2 QUALTY ASSURANCE I A. All boulden ond cobbles shqll blend with lhe noiurol color ond iexture of existing rock t formofions in the immediofe Project oreo. I B. Field Direclion: Architect sholl opprove boulden fo be locofed, plocement ond detoils I of plocemenl. I.O3 DELIVER, STORAGE AND HANDLING I Hondle boulders wilh non-mqfiing slings such os nylon strops. I SMA 26019.00 2-9 I I PARI2 - PRODUCTS 2.OI MATERIALS A. Boulders: Use opproximotely rectongulor boulders only. B. Archilect to give finol opprovol of boulder selection by Conlroctor prior lo instollotion. C. Diometer ronge is quontified os o percent of lhe lotol number instolled. Tolol number lo be determined ot lime of inslollotion. ond is o funciion of ovoilobility. Approximote desired size: 307" 407" 15% 15% PART 3 - EXECUTION 3.OI LAYOUT Exoct plocemenl ond onongemeni of boulder groupings lo be deiermined in the field ond coordinoted wilh lhe Archilecl. 3.O2 EXCAVATION AND PLACEMENT .- Over-excdvote o smoll depression lo occommodote opproximolely 20% surfoce oreo lo be buried. Ploce boulders individuolly, Where boulders occur in groups, fill voids wilh notive soil ond compocl so os io give o nolurol looking bed. SECTION 02370 EROSION AND SEDIMENTATION CONTROL PART I - GENERAL I.OI SUMMARY A. Seciion lncludes Following Temporory Erosion Conlrol Devices During Conslruction:L Temporory slrow bole bonien ot points of conceniroled dischorge ond ol botioms of slopes olong lemporory occess rood ond elsewhere os required lo control sedimeniolion during conslruclion.2. Sill fence construction. 3. Soil erosion motling on slopes of lemporory occess rood ond elsewhere os reguired to conlrol erosion of slopes during construction. B. Reloled Seclions: l. Temporory Access Rood: Section 01500 Temporory Fqcilities qnd Conlrols. 2. Groding ond Benching of Slopes: Seclion 02300 Eorthwork.3. Site Reslorolion ond Rehobiliiolion: Section 02950. I t I I I I I I I I I I I I I I I I I 5.0+ 3.5' z 1.5' sMA 260',t9.00 2-10 I - t.o2 sUBMtTTALs I A. Producl Dolo: Submil in occordonce with Section 01330:I | . Cotolog dolo for silt fence filter fobric ond proposed supporls.2. Erosion control molting. - EeuENcrNG eNo scHrour-rNoI r.o3 s A. Work Sequence: Instoll lemporory slrow bole boniers ond silt fences for eoch phose of I work immediolely following completion ond occepionce of rough groded surfoces.I B. Removol: Remove slrow bole boniers ond silt fences when direcled by lhe Generolr Conlroctor, r pART2-pRoDUcTs I 2.ot STRAW HAY BALESI Provide o slondord 3' x 24' x I I' strow boles for swole ond inlet prof ecf ion. Addilionol I boles moy be necessory if initiol boles become sedimenf loden ond ineffeclive. Ir 2.oz srLT FENcTNG I A. Acceptoble Monufocluren ond Producfs:t l. Mlrofi Envirofence 1055O2. Silt Fence 10800 I 3. Accepted subslitute in occordonce wifh Seclion 0160O. B. Description: Silf fencing wilh reinlorced bocking ond sloking moteriols, lengths os indicofed on lhe Drowings. I 2.03 SOIL EROSION MATTING I Americon Enko Co., Type 7010, Enkomol or opproved substitule. PART 3 - E(ECUTION I 3.ol sTRAw BALES TNSTALLATIoN I Excovole 4'lrench the width of lhe boles. lnsfoll slrow boles with ends lightly obufting.r Sloke eoch wilh 2 stokes. Ir 3.oz srLT FENCE tNsTALLATtoN I Set slokes, conslruct 4'x 4' lrench upslope of slokes, insloll fob'dc, bockfill ond compoct I excovoled trench. I 3.03 SOIL EROSION MATTING INSTALLATION II Instoll ond stoke in ploce os recommended by the monufoclurer. Cover lop ond bollom edges with eorth fill os recommended. I I SMA 26019.00 2-ll I I I 3.04 MAINTENANCE A. lnspecl sill fence ond hoy boles every four lo six weeks for inlegrily ond proper otocemenT. B. Repoir or reploce silt fence ond hoy boles os needed ofter eoch inspection. C. Inspecl sill fence, hoy boles ond inlel sedimenl filiers for sedimenl buildup every four lo six weeks. Remove sedimenl os needed ofter eoch inspection. D. Inspect oll erosion conlrol fqcililies following heovy precipiloiion tor domoge ond sedimenl buildup. Perform mointenqnce os necessory. E. Remove erosion control fociliiies when directed by lhe Generol Controclor. SECTION 02620 SUBDRAINAGE PART I - GENERAL I.OI SUMMARY A. Section Includes: l. Droinoge pipe ond filiings of foundolions ond retoining wolls os indicoled. 2. Iie inlo exisling subdroinoge syslem. 3. Free droining grovel ol new droins. 4. Protectivecoverino. PART 2 - PRODUCTS 2.O1 DRAINAGE PIPE A. Perforoled Pipe: Molch exisiing. Provide wilh knitled sock continuous filter wrop. Provide compotible couplings ond oll required fitfings. Provide non-perforoled end cops ol lerminol ends. 2.02 ACCESSORYMATERIALS A. Pervious Bockfill Moteriol: Free droining grovel consisting of minus lwo inch oggregote hoving less lhon 50% possing No. 4 sieve ond less thon 2% possing No. 200 sieve. B. Proleclive Covering for Pervious Bockfill: Mirofi l40N or occepled subsliiule in occordonce with Seciion 0i 60O. Submil somple for occepionce. C. Ploslic Sheet: PVC sheeting.20 mil minimum lhickness. I I I I I I T I I I I I I I T I I I sMA 26019.00 2-12 t r PART3-EXEcuTtoN I 3.0'r TNSTALLATToN T A. Generol: I l. Ploce droin pipe ol boitom of woll bockfill sunounded obove lhe invert level wiih I pervious bockfill moteriol. Ploce droin ol eoch level of excovolion ond ot leost l'0' below lowesl odjocent finish grode. 2. Keep lrenches dry during inslollotion of droinoge sysfem. I 3. Use filfings oi inferseclions ond righl ongle inteneclions. ll 4. Motch ond iie into exisling subdroinoge syslem. r B. Plostic Sheet: Adhesive odhere to concrele woll ond ploce below droin grovel in lrough I , shope. C. Bedding: I l. Plqce groded bedding prior lo loying of foundolion droin pipe or lile. I 2. Rest eoch section firmly upon the bedding. ihrough enthe length.3. lhickness: Minimum 6 inches. I D. Pipe Loying:r l. Loy droin lines lo uniform grodes ond olignmenl, wilh coniinuous foll in direclion of flow, minimum l% slope. I 2. Cleon inferior of pipe or lile f horoughly before being loid. I 3. Loy perforoled pipe wiih perforofions focing down.4. Wrop oll littings with knitled sock ofter filtings ore compleled. I 3.o2 F'ELD euALffY coNTRoLI Affer inslollotion, lest compleied system, including efsting subdroins, for proper flow ond I ouflel. Cleon ond/or repoir system os required to ochieve free droinoge prior lo . I bockfilling. I 3.03 BACKFTLLTNG I A. Afier pipe instollotion hqs been occepted, ploce pervious bockfill moteriol on eoch side ond lop of pipe to dimensions indicofed, with o minimum cover of 6 inches. I B. When plocing crushed rock bockfill, prevenf displocement of or injury lo pipe or lile. r C. Ploce profective covering full widfh of trench, over pervious bockfill before olher bockfill I is ploced under Section 02300. D. Relolively lmpervious Bockfill Cop: Seclion 0230O. t sMA 260re.0o 2-13 I T I T I SECTION 02740 FLEXIBLE PAVEMENT PART I - GENERAL I.OI SUMMARY A. Seciion lncludes: l. Aspholl drivewoy. B. Reloled Seclions: l. Hydronic Snow Melt System: Seclion l5OO2 Design-Build Mechonicol Systems. I.O2 SUBMINALS A. Quolily Assuronce Submitlols: Prior io slorling ospholl work, submil ospholl concrete mixes to lhe Architecl for opprovol. lnclude oll informolion used in designing mhes. I.O3 QUALITY ASSURANCE A. Record of Work: A record sholl be kept by lhe Controclor listing the time ond dote of plocement of oll ospholl work. Retoin oll records until the complelion of the Projecf ond moke ovoiloble lo lhe Architect for exominotion ot ony lime. B. Regulolory Requirements: Comply wilh Sections 400 Povements, 702 Bituminous Moleriols, ond 703 Aggregotes of ihe Colorodo Stote Highwoy Deporlment Slondord Specificolions, l99l edition which sholl be mode o port of these specificolions by reference. PART 2 - PRODUCTS 2.OI BASE COURSE MATERIAL Closs 6 bose course moteriol os defined by Colorodo Sfole Deportmenl of Tronsporlotion Slondord Soecificolions. 2.O2 TACK COAT Grode CSS-I h Emulsified Aspholt os defined by Porogroph 7O2.O4 ot Colorodo Slote Deportmeni of Tronsportotion Stondord Specificolions. 2,O3 ASPHALTIC CONCRETE MIXTURE Grodes C ond CX os defined by Colorodo Stole Deportmenl of Tronsportotion Stondqrd Specificolions. Use Grode CX for oll finol lifls (lop surfoce coune) ond Grode C for oll other lifts. 2.O4 SOIL STERILIZER Elonco Treflon Liquid Slerilizer or opproved eguol. Mk 4 gollons sterilizer wilh 45 gollons woler. I I I I T I I I I I I I I I T I I I sMA 26019.00 2-14 I I I I I T I I I I I I I I I I I I t 2.O5 GEOTEXTILE FABRIC Mirofi 500X or opproved substiiule. PART 3 - EXECUTION 3.OI PAVEMENT DESIGN A. Aggregole Bose Course with Asphollic Surfoce Course os follows: Aggregole Bose Course 5.0 In. Firsi Aspholt Surfoce Course 1.5 In. Second Aspholt Course 1.5 In. Tolol Povemenl Thickness 9.0 ln. 3.02 PREPARATION A. Cut ond Fill: Eorlhwork subconfroclor sholl perform oll cui ond fill work reguired to bring the grode fo lhe conect level to receive bose course moteriol. B. Proof Rolling: Before beginning subgrode preporofion, ospholl poving subconlroclor sholl proof roll subgrode with heovily looded pneumoiic lired vehicles. Areos which deform under proof rolling sholl be reported fo the Archilecl before proceeding. C. Compoclion of Subgrode:1. Aspholt poving conlroclor sholl plow or scorify oll subgrode to o depth of 6" ond recompoct within 2% of opfimum moislure lo o minimum of 95% Stondord Proclor Densily occording lo ASTM D698.2. Proclor Densify lests will be token by the Soils Engineer ond his wrillen opprovol obtoined before proceeding. D. Geolextile Fobric: Instoll over prepored subgrode immediqlely prior fo plocemenl of bose course. E. Hydronic Snow Melt Sysfem: Coordinole wilh work under Seclion 15002. Do not begin plocemenl of povemenl until notified by mechonicol confroctor thol snow mell syslem is properly prepored. 3.03 SOILSTERILIZATION lmmediotely ofler opplicolion of oggregole bose coune moleriol opply soil sterilizer. Treot surfoce with 50 gollons of woler/sterilizer per ocre uniformly distribuied. Apply os recommended by the monufoclurer toking extreme core not lo slerilize lhe odiqcenl oreo. 3.04 PIACEMENT OF BASE COURSE A. Houling ond Plocing:l. ftercise core in lhe houling ond plocing of bose course so os to ovoid segregolion of the course ond fine moleriols. Ploce bose course moleriol on the previously sMA 26019.m 2-15 3.06 prepored subgrode in sufficienl quonlily to conform lo lhe lhickness specified. The moteriol sholl be mixed ond wotered to obloin o uniform mixiure of opiimum moislure. 2. See Porogroph 3.01 for bose course thickness. Ploce in mqximum compocted lifts of o-3. Ploce ond compocl wiihin 27" of optimum moisfure. Continue compoction unlil the bose course hos o densily of nol less thon 95% ol Stondord Proctor Densify. B. Surfoce ond lhickness Toleronces: The subgrode of the prepored bose course moteriol sholl be free from depressions exceeding 3/16" in l0'when meqsured with o slroightedge. The surfoce sholl be smoolh ond lrue io lhe estoblished crown ond grode. Any oreos not complying wilh these ioleronces sholl be reworked lo conform. 3.05 TACKCOATAPPLICATION Apply lock cool of emulsified ospholl to edge of curlc ond oll concrete or existing ospholt surfoces odjoining ospholl poving. PLACEMENT OF ASPHALTIC CONCRFTE Comply wilh requiremenis of Section 401, Colorodo Slole Deportmenl of Tronsporlolion Slondord Specificotions. Lift Plocemenl: Number of lifts ond lill lhickness sholl comply with Articles 3.01 or 3.02. Second lifl must be ploced wilhin 4B hours of preceding lifl or o tock cool will be required. 3.07 SEAL COATING Seol cooting of new ospholl is not required. 3.08 FIELD QUALITY CONTROL A. Testing: Testing of bose course compoction ond sompling ond lesling of ospholt concrele mixfures for quolity control during poving operolion will be done by the lesling loborolory using opplicoble ASTM ond AASHTO testing procedures. SECTION 02750 RIGID PAVEMENT PART I - GENERAL I.OI SUMMARY A. Seclion Includes:L Concrele bose slobs for stone poving.2. Other exterior concrele slobs on grode os indicoled. B. RelofedReouirements:l. Hydronic Snow Melt System: Seclion 15002 Design-Build Mechonicol Syslems. I t I I I I I I I I I T I I I I I I I B. a sMA 26019.00 2-16 I r C. Producls lnslolled Bul Nol Supplied Under Th'ls Seciion:I. Concrele: Supplied under Section 03300 Cost-in-Ploce Concrete. I 1N2 REFERENCES r A. Reference Stondords: I l. ConcreteWork: FollowAcl 3Ol-99. . I,03 SUBMITTALS f A. Mix Designs: See Section 03300. I PART2-PRODUCTS I 2.OI CONCRETEMATERIALS I A. Generol: Use concrefe conforming wifh ASTM C94. See Secfion 03300.r 2.O2 MISCELLANEOUSMATERIALS I A. CuringCompound-ConformtoASTMC309. B. Reinforcing: See Seclion 0320O Concrete Reinforcemenl. I l. Sizes ond Spocings: See Drowings.I 2,O3 CONCREIE MIXES I A. Design ond Mixing: See Seclion 03300.I PART 3 - EXECUTION I 3Ol PREPARATTON I A. Subgrode: Perform minor cul ond fill required to bring the grode lo lhe correcl level fo I receiveconcrelework. Recompocf focomplywilhSecfion0230o. B. Concrete Wo* Preporotion: Comply with Seclion 03300.II 3.O2 FINISH GRADING I A. Work by Eorthwo* Controcfoc Eorthwork controcfor sholl perform oll over-excovofion of I orgonic soils ond silty fine sonds. ond bockfill wilh pit run sondy grovel in occordoncer wilh Section 02300 ond os necessory to bring fhe subgrode to within 10O4 ll/2'l ot botlom surfoce of concrele work under this seclion. I B. Work by Concrete Conlrocfon Cut or fill ond ftnish grode os required fo bollom of exlerior concrele slobs on grode wilhin o foleronce of O.OZ (1 /4'l. lf fill is required, see r Section 02300 for moleriol ond compoction requiremenls. I I I sMA 26ore.o0 I 2-17 3.03 PAVING AND EXTERIOR SLABS ON GRADE A. Generol: Conslrucl reinforced concrele poving ond exterior slobs in occordonce wilh detoils on lhe Drowings. Coordinofe instollolion of embedded snowmell system wilh insioller under Division l5 Mechonicol. B. Finish: Broom finish. Finish edges with o slighily rounded edging tool.l. Provide score joints os indicoted. C. Thickness: Full ihickness os follows unless indicoled otherwise.L Bose Slobs Supporting Vehicles: 6 inches.2. Olher Bose Slobs: 4 inches. D. Conkol Joinls: Provide controljoints os indicoted on fhe Drowings or os specified. Provide scored joinls wilh niinimum depth of 3/4'. Locote controljoinls where shown on lhe Drowings or 1 6 moximum on center where nol indicoled. Control joints in scored poving sholl coincide with scored joinfs os indicoted. E. Exponsion Joints: Extend through the entire slob (Cold joinls). Provide biluminous fiber exponsion joinl filler where indicoted. 3.06 CURING AND SEALING A. Hodzonlol Surfoces: As soon os possible ofter plocing ond finishing concreie, coot oll exposed horizonlol surfoces wilh curing compound os specified. Give speciol ottenlion lo obtoining odequole curing of slob edges. 3.O7 BACKFILLING A. Bockfilling: BocKill ogoinst ollwork following removol of forms. Fill level wilh sunounding oreo ond compoct os direcled by lhe Architecl. Finol grode toleronce E.l'). 3.08 PROTECTION A. Proiecl oll exposed surfoces of concrele from premolure drying ond frosf. B. Prolect freshly ploced concrele qgoinsf roin domoge. C. Protect oll concrete surfqces from sloining, crocking, chipping ond of her domoge during progress of work, ond leove in good condition upon completion. SECTION 02784 STONE PAVING PART I - GENERAL 1.OI SUMMARY A. Section Includes:l. Sfone poving on bose dob for polios. I I I T I I I I I I I I I I I I I I I sMA 26019.00 2-18 I r B. Reloted Seclions:L Stone Povers on Exlerior Decks, Wolkwoys ond Porch: Seclion 09341 Exterior Slone Pover Tile.I 2. Hydronic Snow Mell Syslem: Section 15002 Design-Build Mechqnicol Systems. I 1.02 REFERENCES I A. Povers on Concrete Bose Slobs: Unless ofherwise indicoled, comply wifh oll opplicoble requiremenls of Loticrele Doto Sheet 230.6.I I I.O3 SUBMITTALS I A. Producl Doto: Submit for selting, grouling ond cleoning moleriols in occordonce wifhI Seclion 0133O.-B. Somples: Submil iotol of six individuol pieces of sfone showing extreme voriotions in color I ond texfure. Deliver quorry somples to site for Ownerc' opprovol.I I.O4 QUALITY ASSURANCE I f A. Coniroclor Quolificolions: Poving subconfroctor must hove of leost five (5) yeors experience in lhe inslollotion of slone poving projecfs. I B. Mock-Up: Inslollminimum4'by4ponelincludingboseconcreteslobondslonepoving t ot locotion os direcled by Architect.l. Use construcfion melhods ond moteriols specified. Use full ronge pover color qnd texfure. lJ 2. AccepledMock-up:slondordforrestdfwork. MoyremoinportofcompleledI projecl. I PART2- PRoDUcTS I 2,O1 STONE PAVERS I A. Treods ond Povers: l-l/2 lo 2" fhick Colorodo Buff Sondslone tlogstone povers.I 2,O2 MORTAR AND GROUT I A. Admixfure Monufocturers:L LoticreleInfernofionol - 2. Approved substilule in occordonce with Seclion 01600. Ir B. Thick Bed Morlor: l:3 Portlond cemenf/sqnd gouged wilh Loticrefe #3701 odmix os specified under Lolicrete Doto Sheet 230.6. t C. Slurry Bond Coot: Portlond cemenl/sond gouged wilh Lolicreie #4237 odmil os specified under Loticrete Dqto Sheet 230.6. I D. Groui: LoticreleDryBondGroutondJointFilleroropprovedequol gqugedwilh! Loficrele #3701 grouf ond morlor odmil. Color os selecfed by Architecl. I E. Mixing proporlions ond procedures sholl be in stricf occordonce wilh recommendotions I lo Loticrele Doto Sheet 230.6. I I sMA 26019.00 2-19 2,03 JOINT SEALANT Polysulfide, equol lo Sonneborn "Sonoloslic Seolonl." Color os selected, iwo-componenl type. 2.06 SIONE SEALER Mosler Builders Omicorn or opproved equol. PART 3 - EXECUTION 3,OI PREPARATION A. For Povers on Concrele Bose Slobs: Cleon concrete bose slobs lo remove oll conlominonls. Acid etch, if required, lo remove curing compounds ond rinse cleon. Dry or dusly concrete surfoces sholl be wet down or woshed ond excess woler removeQ jusl prior 1o opplicotion of selling bed. I . Verify preporolion of snow mell system under Seclion | 5002. 3.02 PAVING INSTALLATION ON THICK BED MORTAR A. Exponsion Joinls: Insloll 3/8' polystyrene ot locotions indicoled ond required by Loiicrete Doto Sheet 230.6, full depih of setling bed. B. Sefting: Insioll povers over bose dob occording to thick bed setling moferiols ond methods specified in porogrophs 6.0 ond 10.0 of Lolicrete Doto Sheel 230.6. Bock buiter eoch pover before selling. Instoll in pollems indicoted with 3/8' joints belween povers. l. Setiing Potlern: Sel povers with joints ond in potlern indicofed. C. Grouting: Grout joints os soon os initiol sef or selting bed is ochieved. Cure groul by mointoining in domp condilion for seven doys. D. Cleoning: Remove groui hoze Wth slone pover monufoclurer opproved cleoner. E. Exponsion joinfs sholl be seoled by the seolonl conirocior immediolely ofter completion of poving. F. Joinl Locotions: As indicoted on Drowings. G. Replocemenf: Reploce ony pover wo* showing domoge or disfigurotion during progress of work in its entirely. Potching or hiding of defects nol permilted. SECTION O28IO IRRIGATION SYSTEM PART I- GENERAL I.OI SUMMARY A. Seclion lncludes:L Design ond instollofion of underground sprinkler syslem for inigotion of new plontings. I I I I I I I I I I I I I I I I I I I sMA 26019.00 z-zv I I r 1.02 sysTEM DESCRTPTIoN I A. Design Requiremenls: Conlroclor sholl design syslem ollowing l-1l2"of woler perweek a delivered lo eoch zone bosed upon ovoiloble service size ond woier pressure. Number of zones sholl be oplionol wilh the conlrocfor except fhof shrubbery heods sholl be I zoned seporolely. No piping or sproy heod moy be locoled wilhin 5' of ihe building. I Provide shrubbery heods ot oll shrubbery oreos. I.O3 SUBMITTALS I A. Quolily Assuronce Submillols:l. Design: Submit three (3f copies of loyout ond design for opprovol by Architect I before commencing ony wo*. Sleeving to occommodole sprinkler pipes sholl beI 'lll?li3;i.i'3!3iJffiiLiff)'ffifl[ffi;,iJl:X;#fi:i,""':l?g'iTffl3i*, second. Lolerol piping sholl not be used less thon I" LD. Pipe sholl be reduced no less lhon 6" beyond lhe losl lee of o lorger pipe size.r B. Conlroct Closeout Submillols: I l. Operotion ond Mointenonce Doto: Submil writlen operoling inslruclions including t winlerizotion procedures. Submil o controller progromming schedule indicoling lenglh of time eoch zone is lo be operofed. Coordinole conlroller/vrolering operotions wilh Owne/s moinlenonce personnel. I 2. Moinlenonce Moleriols: In oddition to insfolled sysfems, provide Owner wilh: t o. Two sprinkler heods of eoch slze ond type.b. Two volve keys for operofing monuol volves (two droin volve keys ond fwo gole volve keys). I c. Two keys fcf'eoch type of volve cover.d. Two wrenches for removing ond inslolling eoch lype of heod.3. Record Drowings: Moinloin projecf record documenis in qccordonce wilh Secfion I 01780. Submit complete set of record drowings for sprinkler syslem ol controcf I closeout. - I.O4 QUATITY ASSURANCEII A. Instoller Quolificotions: Insloller sholl hove sotisfoclorily inslolled occepfoble underground sprinkler system on ol leosl lhree olher comporoble projects. I 1.05 DELIVERY, STORAGE AND HANDLTNG I A. Prevent domoge to system componenls during looding, tronsporiing. ond unlooding. I Deliver oll componenls in originol conloiners ond slore in o cleon, dry locofions. I.06 WARRANfi f A. Wononl inigolion sysfem for o period of one {l ) yeor ofler complelion ond occeptonce ol oll work ogoinst moteriol defecls ond croffsmonship. The wononty sholl be for l0O% of I lhe insfolled price. This wononty does nol cover ony defecls resulling from neglect by I Owner, obuse or dqmoge by olhen, or unusuql phenomeno or incidents which oreI beyond the inigotion syslem instoller's control. I I I sMA 26019.00 2-21 PART 2 - PRODUCIS 2,OI PIPE AND PIPE FITTINGS A. Pressure Pipe: PVC Closs 200. Use continuous (nc.fiiting interruptions) 160 lb. polyethylene NSF opproved ultro-high moleculor weight polyethylene woler service pipe monufoctured by Yordley Compony for opproved equol, CS-25F63) for oll pressure pipe instolled beneolh poved surfoces. B. Circuit Pipe (Downslreom From Circuit Volves): Conform to Commerciol Stondords CS- 25G63, PE 23OGl 00 NSF polyelhylene pipe. Use 125 lb. NSF continuous polyef hylene pipe for oll loierol pipe insfolled beneoth poved surfoces. C. Pipe Fittings: For PVC plostic pipe, ASTM D 2466 socket fiftings with ASTM A 2564 solvenl cemenl. D. Sleeving: Clqss 160 PVC wilh primed ond solvent (groy blue) welded joints. 2.O2 VALVES AND VALVE BOXES A. Volves: Electric oulomolic volves. B. Bockflow Prevenler: Provide onti-siohon device to meel locol code. C. Volve Box: Plostic. D. Volve Cover ond Frome: Ploslic with provision for locking. 2.03 SPRINKLER HEADS A. Monufoctureis siondord unit designed fo provide uniform coveroge over enlire oreo of new plontings ol ovoiloble woler pressure, os follows:l. Pop-Up Sproy: Fixed poliern, wilh screwJype flow odiusfment qnd sfoinless sieel relroction spring.2, Flush Surfoce: Rxed poltern with screw{ype flow odjustment.3. Shrubbery: Fixed poltern Wth screw-type flow odjusiment. 2.O4 DRAINAGE BACKFIL. Cfeoned grovel or crushed stone, groded from 3" moximvm to 3/4" minimum. 2.05 AUTOMATIC CONTROL SYSTEM A. Generol: Fumish o low volloge syslem monufoctured expressly for conlrol of oulomolic circuit volves of londscope inigolion s/stems. Provide unil of copocity lo suil number of circuils os indicoted. Woll-mounl siolion controller. B. ironsformer: To converl building service volloge to control volloge of 24 volts. C. Circuii Conlrol: Eoch circuil vorioble from opproximotely 5lo 60 minutes. Include swilch for monuol or oulomotic operotion of eoch circuit. I I I I I I I T I I I I I I I t I I I sMA 26019.00 2-22 I I I I I I I I t I I I I I I I I I t D. Iiming Device: Adjusloble,24 hour ond 7lo l4 doy. clocks lo operole ony time of doy ond skip ony doy in o 7 doy or l4 doy period. Allow for monuol or semi-outomolic operotion wilhoui disiurbing presenl oulomotic operotion. E. Wire: Size must meel locol codes ond be in occordonce with monufocture/s recommendotions. PART 3 - EXECUTION 3.OI WATER SUPPLY AND POINT OF CONNECTION A. Connecf to supply oi 4" slub provided under mechonicol conlroct ot locotion shown on Drowings. B. Locole bockflow prevenler ond pump in oreq shown on Drowings. 3.42. INSTALLATION A. Excovotion: Thewidlh of lhe trench inwhich lhe pipe will be ploced sholl be sufficienl lo ollow lhorough fomping or puddling ol suiloble bocHill moleriol under ond over the pipe. Boring will be permitted only where the pipe must poss under concrete sidewolk or curlc ond guiter (previously conslructed povemenl) which connol be removed. In bockfilling the bore, the finol density of ihe bockfill must molch lhot of the sunounding soil. All trenches sholl be dug lo deplhs outlined under pripe ond wire deplh.l. Soil Investigotion: Sprinkler confroctor sholl be responsible for invesligoling Jhe fype ol soil in which his lines ore to be instolled ond ollow for some in his proposol. No exlro will be ollowed due to difficully in lrenching.2. Trenching Locotions: All lrenches sholl be locoled os per plon. The Conlroctor sholl be responsible for contocfing the respective utility componies 5 doys in odvonce ond verifying lhe exocl locqlions of oll utilifies. The indicolion of lhe ufilities on lhe Drowings does not relieve lhe Contrqctor of fhe responsibilily for uliliiy locolion.3. Trenches sholl be routed 10 qvoid exisfing utilities. Verify with lhe Architect ony required relocolion prior to inslollotion. B. Bockfilling: I . Puddling or ponding ond/or ietting will not be ollowed wilhin l0' of lhe building or foundolion wolls.2. Moteriols: Ercovofed motefiol will generolly be considered sotisfoclory for bockfill purposes. All bockfill moteriol sholl be free from rubbish, vegetoble motler, frozen moteriols, or slones. Do nof mh subsoil wilh lopsoil. Any moteriol noi suiloble for bockfill sholl be houled owoy.3. Condiiions: Bockfill sholl nol be done in freezing weolher excepl wifh writlen opprovol from lhe Architecl. All trenches sholl be leff slightly mounded io ollow for setllemenf ofter f he bockfilling is compleled.4. Trenches sholl be compocted by tomping lo o minimum of 95% of slondord Proctor densify in londscoped oreos so fhol no sefiling will occur.5. Re.sodded gross musl become flush wilh exisling lurf upon re'esloblishment or will be reinslqlled prior lo occeplonce or under wononly depending on when over- selflement occurs. Re.sod wilh 6' long sfrips of sod. Hond wolering moy be required on re.sodded irenches if ihe sprinkler syslem hos been droined. sMA 26019.00 2-23 G. sMA 26019.00 I I I I I I I I I I I t I T I I I I t D, F. H. Sleeving:l. Conlrol Wire Sleeve: A golvonized metol conduil will be provided in coniroller locolion shown on plon, slubbed out lhrough woll 5-0',24" below grode. See eleclricol for coordinolion. Coniroclor is lo extend this conduil from point thol it is slubbed obove ground lo finol controller locotion(s).2. Sleeves Under Poved Surfoces: lf required, provide oll sleeves os indicoted on fhe Drowings prior lo poving operolions. Seitlemeni of trenches under povemenls ond proper compoclion sholl be the responsibility of lhis confroctor. Compociion should yield density equol lo lhot which wos requked for originol poving/bockfill operolion. Pipe ond Wiring Deplh:l. Pressure Moinline: 24' from finish grode to top of pipe. (lnstolled sleeves ore ql 30' from finish grode to boltom of irench.)2. Loterol Lines: 10'(sleeves ol l2') for lown sproy zones. 16' {sleeves oi l8') for lorge oreo lurf heod zones.3. Control Wiring: 24'from finish grode.4. Poly Loferols: 9" or more when not in shrub oreos ond of surfoce when in shrub beds. PVC ond Pressure Piping: Pressure piping is thot piping from poinl of conneclion fo the vorious eleclric zone control volves. Pressure piping (moinline) sholl be buried lo o depth of nol less lhon 24" (top of moinline). This piping sholl begrodedlodroin (3'in l0O' minimum) monuolly inlo sumps conloining nol less thon lhree (3) cubic feet of 3/4' crushed rock. All loterol PVC pipe sholl be solvenl welded. Connecfions sholl be primed prior lo glue welding. All moinline pipe sholl be ring-liie lype with stobililng blocks inslolled ot oll 90" ond 45o ongles ond lees. Pipe sholl be snoked in lrench os much os possible lo ollow for exponsion ond controction. Sprinkler Piping: Sprinkler piping is thot piping from lhe vorious electric volves oul to lhe sprinkler heods. Do not droin polyethylene lolerols. Sprinkler Heods: Sel heods plumb ond 1-l /2'obove finish grode in sod oreos,L Popup heods sholl be instolled on PVC Schedule 80 PVC nipples wilh Schedule 4O lees of elbows os required. Port ckcle heods sholl be odjusted for proper coveroge. Adjust heods lo correcl heighl ofter sod is inslolled. No plont plocement sholl interfere wilh inlended sprinkler heod coveroge. piping or olher equipmenf. The Architect moy requesl noz/e chonges or odjustmenls wilhout odditionol cosls 1o lhe Owner,2. Rofory lmpoci Heods ond Quick-Coupling Volve Sumps: A droin sump sholl be inslolled immediofely sunounding every impoct spfnkler heod ond quick-coupler volve. Eoch droin sump sholl contoin o minimum of one cubic foof of woshed 3/4' grovel. Triple-Swing Joinls: PVC swing joints sholl be ossembled by using f hree (3) Schedule 4O elbows ond four (4f Schedule 80 nipples, ihree 3'nipples ond one lZ'nipple. Angled nipple sholl be no more fhon 45o ond no less thon 10". Top sholl be flush wilh finish grode. Mole fhreoded nipple ends sholl be wropped with Teflon lope. All swingFjoint pipe filfings sholl hove IPS threod size of sprinkler heod. Monuol droin volves sholl be ploced of oll low poinls in moinline to insure proper droinoge. A droinqge sump sholl be provided for eoch droin volve ond sholl contoin o minimum of three cubic feel of 3/4'grovel. Droins sholl hove 2'PVC sleeves for key 2-24 J. I I I I I I I I I I I I t t I I I I t T K. L. operolion wilh o locking cop. Droins sholl be insiolled in o collopsible sleeve wilh locking cover {see detoil}. Electric Control Volves: I . Sholl be inslolled in such o woy thol lhey ore occessible lor repoirs - set ot o depth of lolerol off on elbowed PVC riser. lnsloll eoch conlrol volve in o volve box, flush wilh lhe ground. Ploce one (l) cubic foot of 3/4" grovel in lhe bollom of eoch box below lhe volve.2. Conirocfor to verify pressure on eoch zone. lorge oreo lurf heods ore lo be of 70 psi ol the forthesl heod on eoch zone. Throtlle down flow conirol on lorge oreo lurf zones lo meet required pressure ond submit o chort thot shows the pressure when meosured ond ofler odjustments were mode. Coniroller: Insfoll conlrollers 5 -0" obove ground ol locolion shown on plon. Quick Coupling Volves: All quick couplers sholl be inslolled on PVC friple swing joints. Volved cover sholl sei flush with finished grode. Control Wiring: Insloll o single wire io eoch solenoid from the controller, ond q common neulrol wire connecf ing oll solenoids from fhe conlroller, lo serve os the power supply. Neulrol sholl be while #14, hot wires sholl be red #14 on runs nol lo exceed 1.000 feef ond #12obove l,00Ofeet. Wires sholl belopedlogelherol I0foof intervols. The conlrol wires sholl be strung os close os posible lo the moinline pipe with such wires to be consislently locoted below ond lo one side of fhe pipe. Addilionolly, lhe Conlrocfor is fo drop one extrq wire in eoch moinline trench ond submif o wiring schedule which indicoles lhe zone number, lenglh of the wire run ond the wire size for eoch zone.l. Underground electricol connections sholl be solQered ond woterproofed or underground connecton moy be used os opproved. Leove o minimum loop of 24' of wire ol eoch volve, eoch controller, eoch splice, eoch chonge in direction ond ol every 500 feef of slroighl run lor expqnsion ond/or servicing. Precise Equipment Locotion: All sprinkler equipmenl exposed ot grode level sholl be ploced 3" + owoy from odjocent pcrvemenls ond wolls. All other equipment sholl-be locoled os neor os possible lo lhe locotions designoted in plons. Deviolions musl be opproved by the Architeci prior lo instollolion. IESTING AND FLUSHING After oll piping, risers ond volves ore in ploce ond connected, bul prior lo inslolloiion of sprinkler heods, quick coupler ossemblies, ond hose volves, thoroughly flush piping syslem under o full heod of woter. Mointoin flushing for three minutes through furthermost volve. After flushing, cop oll risers. 3.03 A, SECTION 02835 TIMBER REIAINING WALLS AND STEPS PART I -GENERAL I,OI SUMMARY A. Seclion lncludes: L Timberreloiningwolls. 2. llmber sleps. sMA 25019.00 2-25 3. Sloin finish. 4. Grovel fill. PART 2 - PRODUCTS 2.O1 MATERIALS A. Timbers: All timbers sholl be new pine or fir timbers of sizes detoiled ond pressure treoted by Koppers Co. or opproved equol by 'Wolmonizing". limbers sholl be from dry logs. Wood sholl be lotolly free from woning or excessive checking. B. Reinforcing Bon: Deformed sleel. C. Spikes: Zinc cooled or golvonized. D. Te Rods: Golvonized steel. E. Sloin Finish: All limbers sholl hovefwocoolsof Olympic semitronsporenl sioin. Color os selecled by Architecl ond/or Owners. F. Grovel Fill: Closs 6 rood bose oggregote. PART 3 _ EXECUTION 3.OI INSTALLATION A. Timbers: lnstoll qs deloiled frue fo line ond grode os shown on lhe Drowings. I . Eose oll exposed edges ond remove splinten by sonding. 2. Do not insloll when frenches conloin ony woter. 3. Do nol block or shim limbers up permonenlly wilh wood blocks or pieces lo ochieve proper elevotion. Timbers sholl resl solidly on compocled subsoil. 4. Poini oll exposed field cuts with cleor "Pento" preservolive. 5. Do nol moke femporory use of ony lreoled timber. 6. Alljoinls sholl be butted tighf. Remove worped fimber thot does nol permit iight joinis. 7. No choinsow culs sholl be permiifed. 8. Prolect oll surfoces from excessive concrete splosh. Wosh cleon immedioiely. 9. Timber sloined permonently from oil, concrele splosh or other sloining ogents sholl be couse for rejection of o poriiculor limber or seclion of limbers. Timbers sholl be removed ond reploced with suifoble timbers ond/or lhe enlire fimber construclion restoined to provide o neof, uniform oppeoronce ihroughoul. B. Grovel Fill: Instoll visqueen ond grovel os indicoted. Roke grovel smoolh. l. Select porous bockfill sholl be loid in 6" lifts ond mechonicolly lomped lo ochieve 90% stondord Proctor density, t I I I I t I I I I I I I I t I I I I sMA 260t9.00 2-26 I I - sEcTtoN 02836 BoULDER RETAINING wALLs I ,o*, t.u*u*o, I.OI SUMMARY I A. Seclion Includes:r |. Boulder reioining wolls os indicoled on the Drowings.2. Coordinqiion with bockfilling operofions specified underSecfion 02300 Eorthwork. I I.O2 SUBMITTALS I A. Shop Drowings: Submil proposed boulder sizes, seclions ond loyoul drowings for I opprovol of Architect ond Owners before proceeding. I.O3 QUALIY ASSURANCE t A. Regulotory Requirements: CompV with opplicqble codes ond regulofions. I B. Field Dkeclion: Architecl sholl opprove boulders ond detoils of plocement. I l.o4 DELT'ER, sToRAGE AND HANDLTNG I Hondle boulders wilh non-moning slings such os nylon slrops.I PART 2 - PRODUCTS I 2.Ot MATERTALS A. Boulders: Roughly recfongulor brown sondslone.I t B. Archifecf to give finol qpprovol of boulder seleclion by Conlroclor prior lo insfollotion. I PART3-EXECUTTON I 3.or EX.AVATT.N AND 'LA.EMENT I A. Excovotion: Comply with Seclion 92300. Excovofe os required for boulder plocement in I occordonce wilh opproved shop drowings. I B. Plocemenl: Ploce boulden individuolly. Fill voids with notive soil ond compocl so os to t qive o nolurol looking bed. I sEcTtoN 029s0 stTE RESToRATIoN AND REHAB|L]TAT|oN I PART I - GENERAL I r.or ',MMARYI A. Seclion lncludes of Areos Disturlced by Conslrucfion Operolions: I l. Replocement ond repoir of gross, plonting qreos, ond lrees. I I sMA 260re.00 I 2-27 I B. Reloled Seclions: l. Temporory Access Rood: Seclion 01500 Temporory Focililies ond Conlrols. 2. Tree ond Plonl Prolection: Seclion 01569.3. Groding, Benching for Slope Stobilizolion ot Temporory Access Rood, ond Bockfill ol Temporory Access Rood ofter Construclion of Permonent Access: Section 02300 Eodhwork. 4. Erosion ond Sedimentotion Control: Section 02370. PART 2 - PRODUCTS 2.O1 MATERIALS A. Gross: Nolive grosses lo molch exisling. PART 3 - EXECUTION 3.OI EXAMINATION A. Verificolion of Conditions: |. Temporory Access Rood Areo: Verify plocemenl ol fill to finol grodes ond finol finish groding to be complete ond sloble belore repoiring londscoping in lemporory rood occess oreo, 3.O2 PREPARATION A. Erosion Control Fqcilities: Coordinole fiming ond removol of temporory erosion conlrol focilities before beginning finol londscoping repoir. 3.03 LANDSCAPINGREPAIR A. Gross Areos: Repoir ond reploce exisling nolive gross oreos ond londscoped oreos domoged by conslruclion operotions. Grode to provide even lronsition belween existing ond reploced oreos. Wqter os required to esloblish repoired ond reploced sod. B. Trees: Replont exisling trees removed for conslruction of lemporory occess rood, or reploce with new irees of some species os opproved by Owner. 3.04 CLEANING A. Sweep ond wosh poved surfoces. B. Remove moleriol brought inlo londscope oreos ond povemenl. C. Remove debris from slte. END OF DIVISION 2 I I I I I I I I I I I I I I I I I I sMA 26019.00 2-28 I I DVEToN 3- coNCREIE I Generol Requirements: Generol Condifions, Supplemeniory Condilions ond Division I - Generol Requiremenls opply io work of this division. r sEcTloN 03100 coNcREIE FoRMS AND AccEssoRtEs I r*t t *-r--r I.OI SUMMARY I A. Seclion Includes: - L Formwork for cosf-in-ploce concrete.2. Formworkoccessories. I 1.O2 REFERENCES I A. Formwo*: ComplywithACl 3Ol-99-SfondordSpecificotionforSlructurol Concrefe,ACl f 318-99 - Building Code Requiremenls for Struclurol Concrete, Porf s 2 ond 3, ond ACI37 4 - Recommended Proctice for Concrefe Formwork. I r.o3 PERFoRMANcE REoUTREMENTsIA. Sofely: Asume responsibility for sofety of formwork ond provide necessory design, I consfruclion, moferiqls ond moinlenonce fo produce required concrele work sofely.rI B. Verticol Formwork Design lormwork lo wifh stond pressure resulling from plocemenf ond vibrolion of fresh concrete ond fo moinloin specifred loleronces. I C. Horizontol Formwork:l. Design formwok lo supporf deod lood weighl ol fresh concrete ond conslruciion I live lood of 50 psf ond fo mointoin specified loleronces, t 2. Design formwork io hove sufficient comber lo moinloin ioleronces specified. Provide comber sufficient to compensole for weighf of fresh concrete.3. Comply with odditionol requkemenls indicoled on Slructurol Drowings. I PART2- PRODUCTS r 2.01 FoRMWORK MATERTALS rr A. Exposed Concrefe: New APA B-B PMorm Closs I Dfi,4'xB sheefs. I B. Non-exposed Concrete: Plywood, sleel or dresed lumber, I l. Non-exposed concrefe includes foolings ond concrele exposed in crowl spoce onlY. I C. Round Pier Forms:I l. Sonoco Sonoiube Fibre Forms.2. Approvedsubslilule. I I SMA 26019.00 gl I I 2.O2 FORMWORKACCESSORIES A. Form Ties: Adjustoble in lenglh io permit lighlening of forms ond of such lype lo leove no melol closer lhon 1" of lhe surfoce nor holes or depressions lorger thon 7/8" in diometer. B. Clomps, Brockets, Broces, Woshers, Wedges, Wolers, Etc.: Confroctor's oplion. C. Shoring System: Controcfor's option. 2.03 MISCELLANEOUSMATERIALS A. Form Oil: Non-stoining, Conlrocto/s oplion. B. Exponsion Joint Filler: ASTM Dl75l, Biluminous fiber fype. C. Slob Construction Joinf Forms: Burke Keyed Kold Joint or equol. D. Woterstops: Greenslreok PVC Type #723 or opproved subslitulion. E. Doveloil Slols: Provide continuous doveloil slols cost inlo concrete where mosonry veneer obuis concrele. Dovefoil slots sholl occommodote mosonry onchors 1o be provided under Section 04853. PART 3 - EXECUTION 3'oI PREPARATION A. Surfoces Under Slobs ond Footings: Fine grode to smoolh, level surfoce prior to instollolion of forms. 3.O2 INSTALLATION A. Foolings: The use of eorlh os o forn not ollowed. Lop forming with dressed lumber or ptywood not ollowed. Bulf form motedol end lo end conforming lo shope, lines ond dimens'rons indicofed. Properly broce or tie to moinloin position. Close gops greoier thon 3/4 inches belween botlom of forms ond soil surfoces ol isololed over-excovoled depressions. B. Wolls: Theuseof eorthosoformnof ollowed. Lop forming wilh dressed lumber or pfywood not ollowed. Forms sholl conform lo shope, line ond dimensions of lhe members indicoled ond sholl be subslonliol ond sufficiently fight lo prevent leokoge of mortor. Properly broce or fie to mointoin posifion, shope ond loterol slobilily, ond provide sufficient slrength lo corry conslruclion operotions ond moteriol deod loods wilhoul deflection or vibrolion. Design forms lo be copoble ol needed odjusfmenfs. Corefully wofch os work proceeds ond promptly conect foulls. Where finished concrele is lo remoin exposed, spoce joinls regulorly ond hold to o minimum bolh horizonlolV qnd vedicolly. Provide occess ponels in formwork for cleon out or plocing os requhed. C. Construclion Joinls: Use conslruclion joinls ot temporory sfopping of concrete plocemenl. Lewe joinls rough ond provide longiludinol or verlicol keys ot leost l-l12" deep. Conslrucfion joinfs nol ollowed where surfoce woter is indicoled lo occur ogoinsl woll. Insloll conlinuous wotersfop between pours wherever exferior grode is obove interior floor level or crowl sooce level. I I I I I I I I I I I I I I I I I I t sMA 25019.00 3-2 I I I I I I I I I I I I I I I I t I I D. Embeds:l. Anchors, Inserts, Blockouis ond Builtin llems: Securely fosten onchor bolis, inseris, form blockouis ond olher ilems buill into concrele lo formwork or hold in ploce wilh temploles. Inserlion inlo concrete ofler pouring not ollowed.2. Doveloil Slols: lnstqll verlicolly 24" o.c. Coordinote wilh Section 04853. E. Slobs on Grode:L Where concrele slqbs ore deposiled on eorlh, loke core lo obloin o smoolh level surfoce so slobs will be of unifor:m lhickness os required lhroughoul.2. Repoir ony domoge to vopor bonier prior to plocing concrefe. Cut film oround pipes ond conduil piercing bonier, ond opply pressure sensilive lope to insure moximum bonier effecliveness.3. Ploce sfeel reinforcemenl, pipes, conduils, elc. on lop of vopor bonier, or over crushed rock loyer where it occurs, loking core fo prevenl film punclures.4. Locole consfruction ioinls ond control joints os indicoled on Drowings ond spoced no forlher lhon l0 feet in ony direction. F. Topping Slobs: Locote construciion joints where occepted by Architect. 3.03 SHORTNG A. Design: Design shoring to toke full lood of concrele. Keep in ploce until structurol members hove obloined minimum concrele strenglh os colled for on Drowings. B. Removol Strength: Determine in occordonce with ACI 301 . Moke shoring colculotions ovoiloble ot request of Archilect. 3,04 FORM COATING Coot lhe surfoce of formwork pdor to eoch pour. Apply cooling prior to the plocing of the reinforcemenl. Remove ony excess cooting moteriol. Remove cootings of dusl from contoct surfoces of forms prior lo deposiling concrele. 3.05 REMOVAL Remove forms in such o monner os lo insure lhe complele sofely of lhe slructure, Forms in generol moy be removed from verticol surfoces oflet 24 houn from time of plocing ond from horizonlol surfoces 72 houn from time of plocing, unless oiherwise specified under Cold Weother in Section 03300 or by Generol Noles on Strucfurol Drowings:' 3.06 REUSE Cleqn form moleriol suitoble for reuse before ereclion. No form moleriol will be occeploble for reuse if it will not produce o finished surfoce required by these specificolions or colled for on lhe Drowings. sMA 26019.00 $3 SECTION O32OO CONCRETE REINFORCEMENT PART 1 - GENERAL I.OI REFERENCES A. Reinforcement: Complywilh ACI 3Ol-99 -slondord Specificolion forSiruciurol Concrele ACI 3 1 5 Detoiling Monuol, ACI 318-99 - Building Code Requirements for Structurol Concrele Pods 2 ond 3, ond ACI 315 - Detoiling Monuol. 1.02 SUBMITTALS Submit shop drowings in occordonce wilh Seclion 01330. PART 2 - PRODUCTS 2.OI MATERIALS A. Reinforcing Bors: ASTM A615, Grode 60 unless olherwise indicoled, sizes os indicoled. l. Bors Indicoled on Drowings to be Field Benl: Grode 60 or Grode 4O moy be used os indicoled in Slruclurol Generol Noles. B. Welded Wire Fobric: ASTM AlSS, slzes os indicoled. C. Bor Supports ond Spocers: Provide os required for cleoronces indicqted. Comply with csRr MsP l-90.l. Agoinsl exterior exposed surfoces: Closs l, plostic prolecled or Closs 2,Iype A, sf oinless steel prolecled. o. Sloinless Steel: ASTM A493.2. Supporled on Soil: Closs 3. Provide eorih-beoring plotes. 3. All-Plostic Bor Supports: Not ollowed for slobs ond flolwork. D. Tie Wire: No. 14or l6gouge, block. soft iron wire. PART 3 - EXECUTION 3.OI PLACEMENT A. Bending: Bend reinforcement cold. Bors sholl be full length required ond occurotely benf 1o deloils. No bors portiolly embedded in concrete sholl be field benl excepi os indicoled or specificolly permitted by the Architecl. B. Plocing: Ploce reinforcement occurqlely ond hold firmly in ploce before ond during depositing of concrele. Provide minimum concrefe proleclive cover for reinforcemenl from ihe exferior foce of members in occordonce with ACI 318. Dowels sholl projecl 36 diomelers unless otherwise shown. Wire bent dowels in ploce before pouring. C. Splicing: Wherever ii is necessory lo splice reinforcemenl other thon os shown on ihe Drowings, lhe chorocler of lhe splice sholl be opproved by the Archileci. Do nol splice of points of moximum stress or splice odjocenl bors ol lhe some point unless so indicoted. Lop coniinuous bors 36 diomelers where spliced but not less lhon l2', unless otherwise indicoled by Slructurol Generql Notes on Drowings. I I I I I I I I I I I I I I I I I I I sMA 25019.00 x4 I I I I I I I I I I I I I I I I D. Supports ond Spocers: Properly spoce supporls of sufficient sirenglh to corry lhe loods of reinforcing sleel ond deposiied concrele wif houl collopsing or ollowing bors lo sog. Use golvonized bor supporls ond spocers which will be in conlocl wilh concrele surfoces exposed lo weother. Do not use bor supports to support runwoys for concrete buggies or similor loods. 3.O2 WELDED WIRE FABRIC Loy welded wlre fobric conlinuously, with edges ond ends overlopping odjoining sheels minimum of one full mesh, plus 2", ond not less thon 6", lied ond ploced over oll piping ond conduit. Lift lo center of slob during pouring. 3.03 CLEANING Cleon reinforcemenl prior to deposiling concrete lo remove scole, oil, ice or other cootings lhol will destroy or reduce lhe bond, including mortor from previous concrefe pours. SECTION O33OO CAST-IN-PLACE CONCRETE PART 1 - GENERAL I.OI REFERENCES A. Reference Stondords: Comply with following excepl os modified by supplemenlory requiremenls of this projecl specificotion.l. ACI 3Ol-99 - Slondord Specificolion for Sfruclurol Concrefe.2. ACI 306.1-90 - Stondord Specificotions for Cold Weother Concreting.3. ACI 308.1-98 - Stondord Specificotion for Curing Concrele4. ACI 3l&99 - Building Code Requiremenls forSlructurol Concrete, Ports 2 ond 3. B. Guide References ond Stondord Procfices:L ACI 2l L5R-96 - Guide for Submitlol of Concrete Proportions.2. ACI 305R-91 - Hot Weother Concreting.3. ACI 306R€8 - Cold Weother Concreting.4. ACI 309R-96 - Guide for Consolidotion of Concrete. I,02 SUBMITTALS A. Concrete Mix Designs: Submif writlen reporls/loborotory lesls of eoch proposed concrete mix for eoch closs of concrele nol less thon fifleen (l 5) doys prior to slort of work under lhis Seclion. Submil for occeplonce in occordonce wif h Producl Dolo provisions of Seciion 01330. Concrete mix designs sholl be proportioned by either lhe "Field Experience Mefhod" or "Loborolory Triol Botch Mefhod" in occordonce wilh procedures in referenced ACI slondords. The concrele mlr designs sholl conform to the requirements of lhis Specificolion qnd both ACI 3Ol ond ACI 318. Mix designs prepored more fhon twelve (12) months pdor to the dote of submillol for review ore nof occeDtoble. I I sMA 26ore.oo I $.5 I.O3 DELIVERY, STORAGE AND HANDTING A. Houling lime: Dischorge concrele ironsporled in o mixer wilhin l-l/2 hours oflerthe miing woler hos been odded. B. Exlro Woter: Deliver concrele lo the lob in exocf quontities requlred by the design mix. Should extro woler be required for workobiliiy before deposiling concreie ond woier/cemenl rofio of occepfed mix design will nol be exceeded. Generol Conlroclo/s superinlendenl sholl hove sole outhorily lo outhorize oddition of woier. Any oddilionol woler odded lo lhe mix olter leoving lhe botch ploni sholl be indicoted on the lruck licket ond signed by lhe person responsible. Where extro woler is odded lo fhe concrete, mix lhoroughly for 40 revolulions of the drum or ?1/2 minules ot mixing speed, whichever is grecrler. I,O4 JOB CONDITIONS A. EnvironmentolRequiremenfs:L Cold Weqther Plqcemenl: Comply with Generol Notes on Structurol DroWngs. When deposiling concrele ofter lhe first frost or when the meon doily lemperolures ore below 4O degrees F., follow ACI 306.1, Moinfoin concrele lemperofure ol o minimum of 7O degrees F. of lime of deposiling ond of 5O degrees F for nol less lhon 72 hours ofler deposiiing. The concreie moy not contoin colcium chloride. Mointoin forms in ploce for o minimum of T?hovrs offer deposifing concrele. On doys when fhe femperolure ol 9:00 AM is below 3O degrees F., loke necessory precoutions ond supply necessory equipmenl lo prevenl fhe concrele from treezing. B, Protection: Prolecl newly finished slobs fiom roin domoge. Cover mosonry wolls, glozing ond other fin'sh moteriols with polyethylene or otherwise protecf from domoge due lo poudng of slobs. PART 2 - PRODUCTS 2.OI CONCRETEMATERIALS A, Generol: ASTM C94 reody-mixed concrele. On-job mixed concrele nof ollowed. B. Cemenl: ASTM Cl50, Type l/ll unless otherwise indicoled or scheduled. C. Fly Ash: ASTM 46l8 Closs C. D. Aggregoie: Fine oggregole sholl be nolurol sqnd ond coorse crggregqfe sholl be grovel or crushed stone. Moximum coorse oggregole size sholl be determined by the lhickness of members, finish required ond spocing of reinforcemenl.l. Normol Weight Concrete: ASTM C33. E. Liquid Admixlures:l. Air Entroining Agenf: ASTM C2602. Woler Reducing Admkture: ASTM C494. Type A:3. High Ronge Woler Reducing Admixture (Superplosticizerl: ASTM C494,TypeF or G:o. Euclid Eucon 37b. Siko Sikoment 3O0c. Mosler Builders Rheobuild 1000 I I I I I I I I I I I I I I I I I I t sMA 26019.00 I I d. Approved subslitufe in occordonce with Seclion Ol600. .. 4. Non-Conosive, Non-Chloride Accelerolor: ASTM C494. Type C or E, conloining nol I more chloride ions fhon present in municipol drinking woter ond with long lerm iestt doto from independent fesling loborotory providing non-corosive effect on reinforcing sleel: - o. Euclid Accelguord 80r 3 $;1,?.13i?8il'#,'-d. Approved substilule in occordonce with Section 0160o. I 2.02 MISCELLANEOUS MA]ERIALS I A. Curing Compound - Verlicol Surfoces: ASTM C309. B. Curing Compound - Horizontol Surfoces: Comply with requiremenls of floor finish monufoclurers I L Curing ond Seoling Compound - lnierior Slobs to Remoin Exposed ond ExteriorI Concrefe: Minimum 30% solids contenf, moximum mo'rslure loss of 0.0.3O groms per squore cenlimef er (300 squore feef per gollon coverogelio. L&M Dress & Seol WB 30.r 3. il,Tffi:"tt;*lt"'ji,nn,vocomp3o.d. Approved subslilute in occordonce wilh Section 0160O. CompV with requirements of floor finish monufociuren.I C. Fib,rous Reintorcing: Fibermesh, lnc. Fibermesh or occepted subslitule. I l. Fiber Length: In occordonce with Monufoclure/s recommendotions for opplicoble I concrete mix. 2.03 MIX DESIGN t A, Design: ProportioningredientsformixesinqccordoncewithACl 30l,Chopler3. I B. Closs C fly osh will be ollowed os o cementitious componenl of mixes excepl os I othenrrise noted. Fly osh sholl not exceed 20% ol tofol cemenlilious moteriol by weight, nor limitoiions indicoled in Schedule of Concrele Mixes. I C. Air Enlroinmenf: All concreie work lhof will be exposed to frosl oclion in its finol form sholl f confoin on oir enlroining ogenl. Olher concrete work moy olso hove on oir.enlroinins ogent ol lhe option of lhe Controclor. I D. Admlxlures: No odmixlures will be ollowed except os specified:r L All odmixlures sholl be chemicolly compolible wilh cemenlitious moteriols ond oll olher odmixlures used in lhe mix.ll 2. All odmixtures sholl be chloride free. No colcium chloride sholl be odded lo I concrele.3. Woter Reducing Admixfure: Required for oll concrete mixes. r 4. Concreie ploced by pumping: Use high ronge woier reducing odmixlure. II E. Chloride lons: Moximum woter soluble chloride ion concenlrotion in concrele mh sholl not exceed 0.15 percenf by weighl of cementitious moleriols. I I I sMA 26019.00 97 F.Strengths: 3,000 psi unless olherwise indicoted or scheduled. Provide minimum cemenl conlenl of 470 lbs. per cubic yord unless olherwise indicoled or scheduled. Woler/Cemeniiiious Moleriol Rolio:l. Concrele ploced by pumping: 0.50 moximum.2. Concrete exposed lo freezing/thowing in service: 0.50 moximum. 3. Concreie wilh design slrenglh ol 3.000 psi or greoler: 0.60 moximum. 4. Concrele wilh design slrength of 4,000 psi or greoter: 0.50 moximum. 2.04 MIXING Comply wilh ACI 301. Add the oggregoie ond opproximolely two-thirds of the required woter lo lhe mixer firsl ond mix o minimum of 70 revolutions of mixing speed to insure wetling of oll the oggregole porticles. Then odd ond mix lhe cement, the oir entroining ogenl ond lhe remoining woier o minimum of 3O revolulions ol mixing speed. PART 3 - EXECUTION 3.OI PREPARATION A. Do not begin concrete work until operolions ore complele enough to ollow plocemenl io be conied on qs o continuous operotion. B. Cleon eguipment for mixing ond lronsporling ihe concrele. C. Cleon forms of debris ond ice. D. Wet (excepf in freezing weolher) ond coot temporory forms os specified in Seciion 03100. lf woler occumulotes in the forms, pump il oul before concreie is deposiled. E. Cleorly mork finish top surfoce of verlicol members on the form wolls. 3.02 PLACEMENT A. Plocement: ComplywithACl 301.1. Deposif concrete in opproximotely uniform horizontol loyers not over2ft. in height. Piling up concrele in lhe forms orchuting in such o monnerto seporote the oggregofes not permitted. 2. Do nof drop concrele over 5 fl. B. Moke odjustmenls in mixlure to prevent occumulotions of woler on lhe surfoce of lhe concrele due lo woler goin, segregolion, or olher cquses during plocemenl or compocting. Moke provision for removol of such woler os moy occumulofe so thol concrele will nol be ploced in such occumulotions. C. Compoclion: Compoct concrete during ond immediotely ofter depositing every 2 ff . of height of pour by meons of mechonicol vibrolors or by rodding. Presence of honeycomb will be sufficient couse for reieclion of concrele. D. Finishing: Where lops of poured wolls form o finished surfoce, immediotely finish in the form. Any such wolls or surfoces nof finished lo o level moy be ordered removed ond reoloced. I I I I I I I t I I I I I I I I I I t G. sMA 26019.00 3€ I r 3.03 FLATwORK I A. Screeds: Esloblish finish plone of horizonlql surfoces by screeds, oligned ond securely sel.I spoced not over 8 ft. opod ond inslotled of the proper level or slope, prior to the depositing of concrete. I l. coroge Floor: Slope lo droin os indicoled. I B. Toleronces: Floorslobs sholl be level, within the moximum loleronce of l/4'in l0ft. excepf where droins occur. Slope fo lhe droins os indicoled.II C. Requiremenfs for Slob Finish:L Hond irowel inlerior floor slobs. Mochine troweling is not ollowed.I 2. Provide uniformly slipresistont flooied flqt trowel finish for concrele lo remoin r 3. filtilitn requirements of vorious secfions forslob toteronces, finishes, cudng, elc. I 4. Be responsible to repoir or reploce slobs os required ond specified in lhose seclionsI lo meet requiremenls. I 3.04 CURING AND PRoTEcTIoN I A. Generol: Comply wifh ACI 308.1-98. Prolect exposed surfoces lo concrele from premolure drying ond frosl. Prolecl freshly ploced concrele ogoinst wosh by roin ond I ropid drying.I B. Do not remove lemporory forms until fime os specified. Remove corefully to not injure ' I lhe concrete surfoce. Prolect edges ond comers of footings lo prevenf crocking, I chipping or olher domoge ond premoture drying. C. Verticol Surfoces: Cleon surfoces of loose sond, mortor, debris ond groul. Sproy lightly I with woler ond cool wilh o cleor or lronslucenl curing compound oi soon os possible I ofler removing forms. Apply cufng compound lhe some doy thot the femporory forms ore removed. I D. Hofzonlol Surfoces: As soon os possible ofter finishing concrele surfoce, oppty curing compound in qccordonce with monufoclure/s instructions. I 3.os SCHEDULE oF coNcRETE MtxEsIA. Footings: f l. Slrength: 3,000 psi I 2. Aggregole: l% inch moximum sizer 3. Enfroined Air: Oplionol4. Slump: 4'moximum (8 inches wilh high ronge woler reducing odmixture) I B. Wolls ond Piers 8 Feet in Heighf ond Higher:l. Slrenglh: 4,000 psi I 2. Aggregote: 3/4 inch moximum sizeI 3. Entroined Air:. 6%+ 1%! 4. Slump: 4' moximum (8 inches wilh high ronge woter reducing odmixluref I C. Wolls ond Piers UnderS Feel in Height: I l. Strength: 3,000 psi I SMA 2&19.ffi y9 I I Aggregole: 3/4 inch moximum size Entroined Atr: 6% + 1% Slump: 4" moximum (8 inches with high ronge wofer reducing odmixlure) Inierior Floor Slobs-On-Grode:|. Strength: 3,5@ psi 2. Minimum of 540 pounds cement per cubic yord. Fly osh nol ollowed.3. Aggregote: 3/4" moximum size4. Enlroined Air: No oir eniroining odmixture.5. Slump: 4" moximum (8 inches wifh high ronge woier reducing odmixlure)6. Woier Reducing Agenl: Required. Moster Builders or occepted substiiulion. Concrele Floor Topping Over Plywood Deck - I -l /2' Thickness:l. Strenglh: 3,500 psi 2. Cemenl: Minimum 590 lbs. cemenl per cubic yord. 3. Aggregote: l/2'moximum size, groded to moximize grovel ond minimize sond.4. Enlroined Air: No oir entrqining odmixiure.5. Slump: 2 inches minimum, 4 inches moximum prior io oddition of tibrous reinforcing.6. Woier Reducing Agenl: Reguired. Moster Builders or occepted substitulion.7. Fibrous Reinforcing: I .5 lbs per cubic yord of concrele Exlerior Concrele, Poving, ond Slobs on Grode:l. Slrength: 4.000 psi 2. Aggregole: 3/4" moximum size3. Entroined Air: 6% + 1%4. Slump: 4'moximum (8 inches with high ronge woier reducing qdmixture) 5. Wofer Reducing Ageni: Required. Mosler Builden or occepled substilulion. SECTION G36OO GROUTS PART I - GENERAT I.OI SUMMARY A. Section lncludes: 1. Shrink+esistont, cemenlitious, non-metollic groul under beoring ond bose plotes. 1.O2 REFERENCES A. ReferenceSlondords: l. ASTM C1107-99 - Pockoged Dry, Hydroulic-Cement Groul (NonShrink|. I,O3 DELIVERY, STORAGE AND HANDLING A. Delivery: Deliver polletized in originol sound, dry, unopened confainers wiih monufociurer's source code morking. B. Storoge: I . Store under cover in dry oreo.2. Storoge Temperoture: Minimum 40 degrees F, moximum 90 degrees F unless recommended of herwise bv monufocturer. I I I I I I I I I I t I I I I I I I I 2. +- n sMA 26019.00 $10 I r 3. Sloroge Domoge: lmmediolely remove from site ony moleriol which becomes domp or otherwise defeclive during sloroge. I PART2-PRODUCTS I 2.o1 MANUFACTURERS I A. Acceptoble Monufocluren ond producfs: l. Burke - Non-Metollic Soec. I 2. ChemRex, Inc. - Sonneborn Sonogroul lOK.I 3. Doyton Superior Corporofion - Sure-Grip Grout Dri-Pok.4. Euclid Chemicol Compony - Euclid Dry pqck Grout. I 5. L&M Conslruclion Chemicols, Inc. - Durogrout or Cryslex. I 6. Mosler Builders, Inc. - Embeco Groul. 7 . Siko Corporofion - SikoGroul 212.8. U.S. Grout Corp. - Five Slor Grouf. I 9. US Mix Producis Compony - US Spec Mutfi-purpose Grout.f 10. Accepted subsliiute in occordonce wifh Seclion 01600. I 2.O2 SHRINK-RESISTANT. CEMENTTNOUS, NON-METALLIC GROUT r A. Grout Type: Pockoged dry, non-gos forming, non-metollic, cemenlitious, non-shrink grour. I l. Groul sholl conloin no oluminum powder.I B. Grouf PerformonceRequiremenls: I l. Meet oll performonce requirements of ASTM Cl107, Grode A, B, or C. I 2. Compressive Sirenglh: In oddition to compressive strenglh performonce requiremenls of ASTM Cl107, grout sholl provide lhe following minimum strenglhs when tested in occordonce wilh ASTM Cl 107 of plostic consistency. I o. I DoySfrength:2,500psi minimum. I b. 28 Doy Slrength: 2,000 psi minimum. I PART3-EXECUTION Ir 3.ol pLAcEMENT oF cEMENTtous GRoUT I A. Generql: Mix ond instoll groul in occordonce wifh monufocturefs recommendolions. I l. Mix wiih minimum woler necessory for plocemenl method lo be used. r B. Grouling UnderSteel Beom ond Column Beoring Ploles: Ploce groul ol non-sog, domp I pock consistency, completely filling oreo below ploles with grout. Monuolly compocf lor eliminofe oir pockels ond voids. r 392 FtNtSHtNG I A. Finishing Edges of Cemenlilious Grout: Before groul hos reoched finol sel, remove oll I groul obove bollom edge of plofe. ln no cose sholl groul exfend upword olong side of I bose plole, Trowel edges ol opproximotely 45 degree ongle from boltom of plole lo lopr of substrole. Horizonlol shoulden will not be ollowed. I I sMA 26ore.0o I +ll 3.03 CURING A. Curing Cemenlilious Grout: Comply wilh monufocfurer's inslrucfions. END OF DIVISION 3 +12sMA 26019.00 t I DrvrsroN4-MASoNRY I I Generol Requirements: Generol Conditions, Supplementory Conditions ond Division I - Generol Requiremenls opply to work of this division. r sEcTtoN o4odo MASoNRv MoRTAR I **r,t-or*.*o, I I,O1 SUMMARY I A. Products Supplied But Not Inslolled Under This Seclion:l. Morfor for Section 04tll0 Unit Mosonry Assemblies.2. Morlor for Section 04853 Morlor-Ploced Sfone Assemblies. I 3. MorlorforSection 04915 Mosonry Pofching.r I.O2 REFERENCES I A. ReferenceSlondords: Comptywithfollowing:|. ASTM C270 - Slondord Specificolion for Morlor for Unit Mosonry I PART2-PRoDUcTS T 2.OI MATERIALS I A. Porflond Cemenl for Unit Mosonry: ASTM Cl50, Type l, except Type lll moy be used forr cold weolher construction.l. Mosonry cemenl nof ollowed. I 2. Slone Work Morlcr: Provide nonsloining complying wilh lhe non-stoining I requirements of ASTM C9l. r B. Hydrofed Lime: ASTM C207, Type S. Ir C. Aggregoles: ASTM C144. I D. Woler: Cleon ond free from deleterious omounis of ocids, olkolis or orgonic moleriols. I E. Anlifreeze Compounds: Not permilted. I F. Other Admixlures: Only with permission of Architect.r 2.O2 MIXES I A. Mortor Moferiols ond Proporlions: Complywilh ASTM C270. - B. Unit Mosonry Setting Mortor: I L Type:r o. Mosonry Below Grode: Type M, 2500 psi overoge compressive slrength in 28 doys.b. Olher Mosonry: Type S. 1800 psi overuge compresive strenglh in 28 dop. I I sMA 260re.oo I 4-l C. Non-Sloining Slone Selting Mortor: Conloining 2 porls non-stoining Type I Portlond cemenl, one port hydrof ed lime. 5 fo 7 porls mosonry sond ond wo.fer. D. Poinling Morlor: One porf Porllond cemenl, | /8 port hydroled lime or lime putly ond lwo ports oggregote possing the No. 80 sieve. 'l . Slone Work: Provide non-sloinino Porllond cement. PART 3 - EXECUTION 3.OI MEASUREMENT AND MIXING A. Meosuremenl Melhod: By eifher volume or weight so lhol specified proportions con be controlled ond occurqlely moinloined. Meosurement of sond by shovel nof ollowed. B. Morlor Mixing: Mix cementitious moleriols ond oggregote forol leosl three minules ond nof more thon five minules in mechonicol boich mixer, wilh moximum omounl of woter to produce workoble consislency. C. Retempering: Retemper morlors thol hove stiffened becouse of evoporoiion of woter from modor by odding woier os frequenlly os needed lo reslore required consistency, l. Use mortor wilhin 2-'l 12hours ofler iniiiol mixing. SECTION O4BIO UNIT MASONRY ASSEMBLIES PART I - GENERAL I.OI SUMMARY A. Section Includes: l. Concrete mosonry fireploce wolls. 2. Other new concrefe mosonry os indicoted. B. Producls Supplied Buf Nol Instolled Under This Seclion: l . CMU for Seclion 04915 Mosonry Polching. 1.O2 PERFORMANCEREQUIREMENTS A. SlructurolPerformonceCriterio: l. Minimum compressive slrength. f'm of concrele mosonry ot fhe oge of 28 doys: 1,5@psi. 1.03 ENVIRONMENTALREQUIREMENTS A. Cold Weother Proteclion During Instollolion:l. Preporotion: Before beginning work, remove ice or snow formed on mosonry bed by corefully opplying heol unlil lop surfoce is dry to touch. Remove frozen or domoged mosonry. 2. Air temperolure 40 degrees F lo 32 degrees F: Heol sond or mixing woter lo minimum of 70 degrees F ond moximum of 160 degrees F.3. Air Temperoture 32 degrees F to 25 degrees F: Heot sond ond mixing wofer lo minimum of 70 degrees F ond moximum of .160 degrees F. I I t I I I I I I I I I I I I I I I I sMA 26019.00 4-2 I I I I t I I I I I t I t I I I I o 4. Air Temperolure 25 degrees F to 20 degrees F: Heot sond ond mixing woterlo minimum of 70 degrees F ond moximum of 160 degrees F. Use solomonder or olher sources of heot on bolh sides of wolls under construction. Use windbreok when' wind is in excess of 15 mph.5. Air Temperoture 20 degrees F ond Below: Heot sond ond mixing woter io minimum of 70 degrees F ond moximum of 160 degrees F. Provide enclosure ond ouxiliory heof lo moinloin oir lemperoture obove 32 degrees F. Temperolure of units when loid sholl be not less thsn 20 degrees F. B. Cold Weolher Proleclion Atler lnstollolion:l. Meon Doily Air Temperolure 40 degrees F to 32 degrees F: Protecl mosonry from roin or snow for 24 hours.2. Meqn Doily Air Temperofure 32 degrees F to 25 degrees F: Cover mosonry completely for 24 houts.3. Meon Doily Air Temperolure 25 degrees F io 20 degrees F: Cover mosonry .' compleiely Wilh insuloling blonkets for 24 hours.4. Meon Doily Air Temperolure 20 degrees F ond Below: Moinloin mosonry lemperolure obove 32 degrees F lor 24 hours by enclosed ond supplementory heot, by electric-heof ing blonkets, infrored heol lomps or olher opproved melhods. C. Hot Weother Protection During Inslollotion: When oir lemperoture exceeds 99 degrees F in the shode, prolecf freshly loid mosonry from direcl exposure to wind ond sun. D. Moisture Protecfion During lnslollotion: Where exposed lo weolher, cover ihe lop of mosonry wolls ol lhe end of eoch doy's work using o wolerproof moferiolweighled down lo keep in ploce. Moinloin such golecfion unfil finol copping of fhe woll. PART 2 - PRODUCTS 2.OI MASONRY UNITS A. Lightweight Block ASTM C90, Grode N, Type l, sizes os indicoled. B. Fire Brick: See Section 04882 Prefobricoled Mosonry Fireploce Assemblies. 2.O2 ANCHORS AND JOINT REINFORCEMENT A. Monufoclurers:l. Dur-GWol2. AA Wire Products3. Heckmon Building Products4. Mosonry Reinforcing Corporolion of Americo5. Accepfed Substifute B. Horizontol Reinforcemenl for Concrele Mosonry Assemblies:l. Generol: Welded wire unifs of ASTM A82 cold drown wire, No. 9 goge deformed side rods ond No.9 goge ploin cross rods.o. Width: Approximotely 2'les fhon width of woll.b. Provide prelobricoted cornen ond lees.2. Finish ot Inlerior Wolls: Brite finish.3. Finish ol Exlerior Wolls: Golvonized.4. Type: Dur-O-Wol D/A 320 S Seismic Lodur or occepled subsfifute. I I sMA 26019.00 4-3 B. Slone Veneer Woll Ties ond Joinl Reinforcemenl: Seclion 04853. 2.O3 MORTAR AND GROUT MATERIALS A. Mortqr qnd Grout for Concreie Mosonry: l. Mortor: Supplied under Seclion 04060.2. Portlond Cemenl for Unil Mosonry: ASTM Cl50, Type l, except Type lll moy be used for cold weother conslruclion. o. Mosonry cemenl nol ollowed.3. Hydroted Lime: ASTM C207, Type S. 4. Groul Aggregoies: ASTM C404. 5. Woter: Cleon ond free from delelerious omounts of ocids, olkolis or orgonic moteriols. 6. Antifreeze Compounds: Not permilled. 7. Other Admixfures: Only wilh permission of Slructurol Engineer. 2,04 MIXES A. Mortor: Supplied under Seclion 04060. B. Groul for Reinforced Mosonry: L ASTM C476. Proporlion by volume wifh sufficienl woier odded io produce consistency for pouring wifhout segregolion.2. Coorse Grout: Coorse grouf moy be used only in filled-cell construction 3'or more in bolh horizontol dimensions. Coorse groul lo be composed of one porl Porllond cemenl wilh not more thon oneJenth port hydroted lime or lime putty odded, ond lwo ond onejourlh lo lhree porls sond, ond nol more lhon lwo ports grovel. 3. Fine Groul: Use fine groul in oll locolions where coorse grout moy noi be used. Composed of one porl Porllond cement, with nol more thon onejenth porl hydroied lime or lime putly odded. ond lwo ond one-foudh to three porls sond. 4. Grout sholl otloin o minimum slrength ot 28 doys of 2,0@ psi. 2.O5 MEASUREMENT AND MIXING A. Meosuremenl: Melhod of meosuring moleriols sholl be by volume. Meosuremenf ofsond by shovel nof ollowed. B. Mixing: Mix cemenlitious moieriols ond oggregote for ol leosl 3 minules ond not more lhon 5 minutes in o mechonicol bolch mixer wilh lhe moximum omount of woler to produce o workoble consistency. 2.06 REINFORCING STEEL A. Reinforcing Bors: ASTM A615, Grode 60 unless othenvise indicoled. PART 3. EXECUTION 3.OI PREPARATION Remove oll dirt, ice, loose rusl ond scole from wolls ond reinforcing prior to instollotion. I I I I t I I t I I I I I I I I I I I sMA 26019.00 4-4 I I I I I I I I I It t I I I I I o 3.02 JOINTREINFORCEMENT A. Horizontol Reinforcemenl: Instoll conlinuously l6'o.c. verlicolly in oll block wolls. Lop 6'. lnstoll oddilionql piece obove ond below openings exlending minimum 2 fl. beyond opening. 3.03 MASONRY WALL CONSTRUCTION A. Generol:L Loy mosonry plumb, level ond lrue lo lines lo foleronces indicofed. Bond os indicoied on elevotions ond deloils.2. Adiust mosonry dimensions qnd instoll slorter units os requked to eliminole smoll culs ond fo mointoin bond. Cut neoily oround conlociing work.3. Conslrucf slofs, choses, covities ond similor spoces os required for olher work. B. Solid Unils: Use solid units for top course of exterior piers, wolls, window sills, elc. os indicoled ond required. C, Mortor Joinfs:l. Loy mosonry work in shoved monner in full beds of unfurowed morlor. Complefely fill verlicol ond horizonlol ioinls ond voids wilh mortor.2. Joinls: Plumb or level.3. Joinl Treolment:o. Tool exposed ioinis fo slightly concove surfoce well bonded to units.b. Cuf unexposed joinls flush.4. Avoid overplumbing ond pounding of cornerc ond jombs to fit sfretcher units ofter being sel in positioh. Where odjuslmenl musl be mqde ofter morlor hos slorted lo horden, remove morlor ond reploce wilh fresh mortor. D. Storling ond Slopping: Where fresh mosonry joins porliolly or fololly sel mosonry, cleon exposed surfoces ol set mosonry ond wel lighfly fo obfoin good bond wifh new work. Remove loose mosonry ond morlor. lf it is necessory lo sfop off horizoniol run of mosonry step bock | /2 mosonry unit lenglh in eoch course. Do not loolh. E. Brocing: Adequotely broce mosonry unlil cured ond perrnonenlly supported. 3,04 CONCRETE BLOCK INSTALLATION A. Generol: Unless otherwise indicofed, lqy concrete block in running bond. B. Inslollotion:l. Joinls: Uniform opproximofely 3/8 inch wide.2. Wetling: Do nof wet units. Loy dry. 3.05 REINFORCEDMASONRY A. Generol: Where indicoled on Struclurol Drodings, reintorce mosonry unil cores or covilies with deformed sieel reinforcing bors ond grouf os indicoled. B. Loyout: Build reinforced hollow unil mosonry lo preserve unobstrucled verticol confinuity of cells to be filled.I I sMA 260le.oo I 1-5 3.06 A B. I I t I I I I I I I I I I I I I I I I (- D, F. Reinforcement: Hold verticol reinforcemenl in position ol lop ond bottom ond ot inlervols nol exceeding 192 bor diometen. Groufing:l. Groul spoces less lhon two inches in width with fine groul using low lifl grouting lechniques. In spoces greoler lhon iwo inches use coorse grout using high or low lifl grouling lechniques.2. Hold mortor in bed joints bock I /4 inch from edges of mosonry unil odjocenl lo groul spoces, bevel bock ond upword from grout spoce. Keep mortor droppings ouf of groul spoces. Heod ond bed ioints sholl be shoved of leosl I /2 inch into ploce. 3. When the grouling is stopped for one hour or longer, slop pouring of grout, one inch below top of uppermosl unil.4. Groul Consolidoiion: Consolidofe grout by mechonicol vibrolion during plocement before loss of plosticity in o monner io fill the grout spoce. Groul pours greoler lhon l2 inches in heighl sholl be reconsolidoted by mechonicol vibrotion io minimize voids due lo woter loss. Grout pours l2 inches or less in height sholl be mechonicolly vibrofed or puddled. Low Lift Grouting: Groul in lifls not exceeding 16 inches ond pours not exceeding 48 inches. High-Lift Grouting: Drop verticol reinforcing into position ofler loying of mosonry woll is compleled, bul prior to grouling.l. In double-wylhe construction, build verticol groul bonien or doms of solid mosonry ocross grouf spoce opproximof ely 30 feel oporl.o. Boniers: Continuous entire heighf of wolls.2. Provide cleon out openings, no more lhon four inches high, of boltom of eoch reinforced grout cell; omif every other unii on one side of woll for collor ioini grouling. Where individuol elements ore grouled, provide one or more opening for eoch elemenl.o. Cleonouts: Of sufficient size ond locolion lo ollow cleoning ond inspecfion of groul spoces.b. During wo*, use high pressure jet of woler if necessory lo remove excess morlor ond cleon grouf spoce.c. Seol cleon oul olter inspeclion, before grouting. 3. Do nof ploce grouf until mortor hos set ond cured sutficienlly lo prevenl "blow-ouls'. Deliver grout in fronsil mix trucks. Add woler so slump is neor moximum withoul segregofion. Pump grouf from mixer inlo grout spoce os ropidly os procticol ond discord if not in ploce within I -l /2 hours ofler woter is first odded f o bolch. PROTECTION AND REPLACEMENT Protectkrn of Completed Work from Physicol Domoge: Prolecl proiecting mosonry lioble to domoge ofler selting. Reploce ony mosonry work showing domoge or disfrgurofion dudng the progress of work in its entirely. Potching or hiding of defecfs nol permitled. Remove ond reploce ony frozen work. sMA 26019.00 4-6 I r 3.o7 potNTlNG AND CLEANING I A. Concrete Mosonry Assembties:r I . Cul oul defeclive joinls ond holes in exposed mosonry ond repoinl wiih morlor. Dry brush mosonry surfoce ofier mortor hos sel of end of eoch doy's work ond ofler finol I poinfing. Cleon exposed mosonry wiih stiff brush ond cleon woter. I 2. Commerciol cleoners or diluled ocid moy be used only with the Architect's perm6Ston. - 3. Upon completion of pointing ond cleoning leove lhe work oreo ond sunounding surfoces cleon ond free of morlor spots, droppings, ond broken mosonry. I r sEcTtoN 04853 MORTAR-PLACED STONE ASSEMBLTES I PART I - GENERAL I r.ol suMMARYI A. Secfion lncludes: I I . Rough sfone mosonry veneer of exlerior wolls.ll 2. Slone lies ond onchon.3. Flexible floshing ond weepholes. I l.o2 REFERENcEsIA. ReferenceSlondords: Complywithfollowing: I l. Americon Nolionol Sfondords Inslifufe, ANSI/NBS 2l I (A4l.l). "Building Code I Requiremenls for Mosonry'2. Uniform Building Code, 1997 UBC, Chopter2l - Mosonry. I r.o3 suBMTTTALSIA. Somples: Submil full size somples of stone illuslroting the full ronge of color ond lexiure for r occeptonce in occordonce with Secfion 01330. II I.O4 QUALITY ASSURANCE I A. Mock-Up: Construcl 4x6'woll ponel withsloneondmortoroversheothedwoodsfudI woll bock-up in locofion os directed by Architect. Include weolher resislonf boniet ties, floshing ond weeps to illusfrote complete veneer ossembly. I l. AccepfedSompleWoll: Stondordforrestofwork. I 2. Remove ot complelion of Project. I.O5 DELIVERY, STORAGE AND HANDLING I A. Stone: Hondle corefully lo ovoid chipping ond protecf ogoinst welting prior fo use ollowing oir circulotion under stocked units. I I I sMA 260re.oo I 4-7 I.06 PROJECTCONDITIONS A. Cold Weolher Proiection During Instollolion:l. Preporolion: Before beginning work, remove ice or snow formed on mqsonry bed by corefully opplying heol until top surfoce is dry lo touch. Remove frozen or domoged mosonry.2. Air temperolure 40"F to 32"F: Heot sond or miing woter lo minimum of /0'F ond moximum of l6O'F.3. Air Temperoture 32'F lo 25"F: Heot sond ond mixing woier lo minimum of 70"F ond moximum of | 6O"F.4. Air Temperoiure 25'F to 20"F: Heot sond ond mixing woter lo minimum of 70'F ond moximum of '|60'F. Use solomonder or oiher sources of heot on bolh sides of wolls under consfruction. Use windbreoks when wind is in excess of l5 mph.5. Air Temperoture 20'F ond Below: Heot sond ond mixing woter lo minimum of 70'F ond moximum of 160"F. Provide enclosure ond ouxiliory heol to mointoin oir iemperolure obove 32oF. Temperoture of uniis when loid sholl be not less ihon 20'F. B. Cold Weoiher Proleciion After Insiollotion:l. Meon Doily Air Temperofure 4O"F to 32"F: Prolecl mosonry from roin or snow for 24 hours.2. Meon Doily Ak Temperolure 32"F lo 25"F: Cover mosonry complelely for 24 hours.3. Meon Doily Air Temperolure 25"F io 20"F: Cover mosonry complelely wilh insuloting blonkels for 24 hours.4. Meon Doily Air Temperoture 20"F ond Below: Moinloin mosonry temperoture obove 32F tor24 hours by enclosed ond supplementory heot, by electric-heoling blonkets, infrored heot lomps or olher opproved methods. C. Hot weolher Proteclion During Instollolion: When oir temperolure exceeds 99"F in lhe shode, protect freshly loid mosonry from direct exposure lo wind ond sun. D. Moislure Proteclion During Inslollolion: Where exposed to weother, cover lhe lop of mosonry wolls ol lhe end of eoch doy's work using o woterproof moteriol weighted down to keep in ploce. Moinloin such proteclion unlil finol copping of the woll. PART 2 _ PRODUCTS 2.OI STONE A. Sione Veneer: Custom slone mixture os selecled by Archilecl. I . Size: 4 inch io 5 inch lhickness with sizes lo molch occepied somple.2. Shopes: Vorioble reclongulor shopes os indicofed.3. Edges: Snopped.4. Exposed Foce: Rough. 2.02 MORTAR, TIES, ANCHORS AND ACCESSORIES A. Morton Supplied under Seclion 04060. B. Mosonry Veneer Woll Ties: Provide following lypes or conesponding producls of ofher occeploble monufocfurer.l. AnchorstoSheolhing: Dur-O-Wol D/A213AdiustobleVeneerAnchors.cr. Drywoll Screws: SelFtopping, selfdrilling, golvonized No. B x l-ll4'. Use two screws per onchor. 4-8 I I I I I I I I t I I I I I I I I I I sMA 26019.00 I I I I I I I I I I T I I I I I I I I 2. Slone Anchors lo Exisling CMU or Concrete: Sloinless steel.o. Covily Woll Type: HB 362 Gripsloy Chonnel with #363 Flexible Gripstoy lriongulor onchors.b. Bock-morlored Veneer Type: HB #345 Comlgoied Euck Anchor. C. Dove'ioil Anchors: l" x 3l/2" or l" x 5l /2", l6 gouge golvonEed, conugoied. Size for 2' minimum embedment in horizonlol mortor joint. D. Powder Driven Anchors: "Romset" or equivolenl low or slondord velocily driven fosteners. Minimum | /8' shonk diomeler. E. Flexible Floshing:I. Monufocturers:o. AFCOb. Wosco/Yorkc. Accepted Subslilute in occordonce with Section 016002. Flexible Floshing: Wosco CopR-Tex Duplex wilh 3 oz. sheel of copper bonded on both sides with ospholt to ospholf soturofed creped kroft poper. F. Weep Holes: l/4'i.d. PVC tubing. PART 3 - EXECUTION 3.OI PREPARATION A. Cleoning: Remove dirl, ice, loose rusl ond scole from wolls, lies ond reinforcing prior lo inslollotion. 3.O2 STONE VENEER INSTALLATION A. Slone Veneer:l. Loy rough foce slone work from oulside loce of wolls in rondom coursed oshlor potiem os indicoted on Drowings.2. Slorl ol sieel ongle ledge on concrefe wolls or of her structurql support os detoiled.3. Loy only good foces of slone fhol molch foce of work toword lhe oulside.4. Rough shope stone with hommer to opproximofely fif eoch ofher. Knock off weok portions to bring slones lo even beoring.5. Corry up oll wolls ot some lime.6. Complefed sfone wo* sholl molch occepled somple pcrnel. 7 . Cop veneer wilh sione cqp sloped lo droin os indicoted. B. Sfone Veneer Anchors: Locote l6'o.c. mox. in both directions unless indicoted olherwise.L Slone Veneer Over Concrele Bockup: Anchor mosonry occuning ogoinst concrele by use of doveloil onchors inseded in slots built inlo lhe concrete. Locole lies to coincide with slone veneer bed ioinls.2. Provide no less thon 2 onchors horizonlolly in mosonry piers. C. Joinls: Full beddedondbockgrouled. Toollighilybockfromjoinl.L Avoid sploshing exposed foces of sfone wifh mortqr.2. Remove droppings ond sploshings immediolely with cleon sponge ond woter. sMA 26019.00 4"9 D. Wires: Cul off wires beneoth surfoce thof ore used for tying stone in ploce during mortoring. Exercise core thot such ends ore properly covered io prevent rust. E. Buill-ln llems:l. Cooperoie to build-in items of oihers inlo mosonry os work progresses.2. Lintels: Insloll lintels furnished under Seclion 05500 os indicoled for openings over 16" in width. Insloll in beds of mortor ond do necessory poinling. 3. Choses ond Recesses: Provide choses in mosonry wolls os indicoled ond required for mechonicol ond electricol work for pipes ond conduits.4. Builtin ltems: lnsloll sleeves of propersize provided byothers,where directed, lo permil possoge of pipes lhrough wolls. Build-in woll sleeves, onchors, ploles, ond oiher members provided by olhers. Properly set builtin items os wolls progress ond under direction of porty providing some. F. Siorling ond Sfopping: Where fresh mosonry joins poriiolly or lotolly sel mosonry, cleon exposed surfoces of sei mosonry ond wel lightly lo obtoin good bond with new work. Remove loose mosonry ond morior. 3.03 ACCESSORIESINSTALLATION A. Flexible Floshings: lnsfqll in slurry of fresh mortor os indicoted. Slorf floshings 1 12' from oulside foce of woll. Turn up foce of sheothing o minimum of 6'ond lope lop edge. Lop ond tope end ioints. B. Weep Holes: lnstoll where floshing or wolerproofing turni out ond ferminotes in horizonlot morlor ioinls. Insloll of 24'o.c. in soff morlor. 3.04 CUNING AND PATCHING A. Cul ond potch mosonry wherever necessory for olher lrodes. Do such work with experienced mechonics in workmonlike monner. B. Do nol cul ond potch work which will tend lo iniure slrenglh or oppeoronce of ony finished work. C. Cutling of finished mosonry for purpose ol building-in members nol ollowed. 3.05 POINTING AND CLEANING A. Pointing: Poinl stone work os work progresses using rounding poinfing lool. Morlor joinls for dry slock oppeqronce lo motch work in occepfed somple woll ponel. B. Cleoning: Upon completion of pointing ond cleoning, leove work oreo ond sunounding surfoces cleon ond free of morlor spols, droppings, ond broken mosonry.l. Cleon soiled ond sloined exposed stone by scrubbing wilh soop powder boiled in cleon woter. Apply wifh stiff brush. odding cleon, shorp, fine whife sond fo lhe soop ond woler mixture when necessory.2, Afler scrubbing, drench surfoces lhoroughly with cleon wofer.3. Leove enlire work cleon ond perfecf upon complefion.4, Commerciol cleoners ond diluted ocids not ollowed. I I I t I I I I I I I T I I I I I I I sMA 26019.00 4-10 I r 3.06 PRoTECTtoN I A. Protection of Compleled Work from Physicol Domoge: Protect projecling mosonry liobleI 1o domoge ofler selling by well supporled suilqble plonking. Securely box jombs ond sills of openings used for possoge. I B. Replqcement: Reploce mosonry work showing domoge or disfigurotion during progress of work in ils enlirety. Polching or hiding of defecis not permitted. I SECTION 04882 PREFABRICATED MASONRY FIREPLACE ASSEMBLIES r PARTI-GENERAL r r.or suMMARy I A. Section Includes: I l. Prefobricoled, single-sided, lightweight mosonry firebox ossembly.2. Melol flue. I B. Reloled Seclions:r L Gos Burning Fireploce Inserf ond Gloss Ponel Doors: Seclion 10310 Fireploce Speciolties ond Accessories. I r.02 suBMrnALs I A. Producl Dofo: Submit monufociure/s cunent cotolog liferolure. Include instollolion I monuol. B. Shop Drowings: Submif drowings ond deloils of fireploce osembly for occepionce, I C. Somples: Submit somples ol fire brick for occeplonce. - L04 QUAIIYASSURANCE Ir A. Fireploce Crqflsmon: Experienced ond quolified for this fype of fireploce work ond , certified by firebox monufoclurer. I B. Regulotory Requiremenls:l. Fkeploce syslem sholl hove cunent published ICBO Evoluofion Report indicoting r ICBO opprovol os occeploble melhod of conslruclion under the UBC. Comply with I oll limitolions sfipuloted in Evoluolion Reporl.r 2, Fireploce Syslem: UL roled. I l.os WARRANTY I A. Fireploce Drow: Guorontee lhol fireploces will drow. Rework ond reploce work os - necessory lo provide proper drow. I I I sMA 260re.0o I +ll PART 2 - PRODUCTS 2.O1 MANUFACTURERS A. Acceptoble Mosonry Fireploce Sysiem Monufociurers:1. Conlempo Fireploces, Albuquerque, New Mexico.2. Acceptedsubsfitute. 2,O2 PREFABRICATEDFIREBOXASSEMBLY A. Modulor Firebox: Coniempo Model 48.l. Firebox Lining: l-inch thickness of rust colored refroclory cement, cost in o heningbone pollern, ond bocked wilh lighlweighl vermiculile concrele. B. Fire Brick: ASTM C64.l. Color: Red-brown. C. Mortor:|. Refroclory Mortor: Conlempo Flue Goo.2. Fire Brick Mortor: ASTM C105. D. Accessories:l. Gos Log ond Gloss Doors: See Seclion l03l0. Provide gos log conversion kit. E. Chimney Cop: Seclion 07600 Sheet Metol ond Floshing. 2.03 METAL CHIMNEY ASSEMBLY A. Generol: Metol chimney syslem sholl be supplied by firebox monutoclurer. B. Anchor to Firebox Assembly: Contempo heovy gouge steel onchor plote/domper.l. Gos Buming Fireploce: Disoble domper. C. Melol Chimney: Conlempo double woll melol chimney syslem.|. Air cooled.2. Include required elbows, collors, hordwore ond fosteners, floshings, ond lerminolion cop.3. S'ze: l2-inch inside diomefer. 15 %inch oulside diometer. PART 3 - EXECUTION 3.OI PREFABRICATEDFIREPLACEASSEMBLY A. Design: Be responsible tor detoiled design ond operolion of fireboL smoke chomber, flues, elc., in conformqnce with generol design os indicoted.l. No domper ollowed ot gos buming fkeploce. B. Inslollotion: Complywilh Monufoclure/sinslollofion insfruclions. I . Heorth Exlensions: Insloll in morlor bed wilh joinls in fireb'rick nol exceeding I /4'.2. Moinloin minimum cleoronces recommended by Monufoclurer belween mosonry ond combuslible moleriols.3. Insioll sfeel onchor plote lo frrebox ond fosten metol chimney.4. lnsloll firestop spocers ond seolonls in occordonce with monufocfure/s inslruclions. I I I I I I I I I I I I I I I I I I t sMA 26019.00 4-12 I I I 5. Securely foslen melol chimney lo roof slruclure in occordonce wilh monufocturer's instructions ond occepfed shop drqwings. SECTION 049I5 MASONRY PATCHING t PARTI-GENERAL I.OI SUMMARY t A. Section lncludes:l. Potch existing mosonry ot new openings. I 2. Repoir existing crocked concrele mosonry. I B. Producls Instolled Buf Not Supplied Under This Seclion:L Steel Angle Lintels: Section 05500 Melol Fobricotions.I I |.02 REFERENCES I A. Reference Slondords: Comply with following: I L AmericonNotionol Stondordslnslilute,ANSI/NBS2ll (A4l .ll,"BuildingCode Requiremenls for Mosonry'.2. Nolionol Concrete Mosonry Associotion, NCMA,'A Monuol of Focls on Concrefe I Mosonry' (collection ol TEK Bulletins).t 3. Portlond Cemenl Associofion, PCA, "Concrele Mosonry Hondbook ". 4. Unilorm Building Code. UBC. Chopter2l - Mosonry. I r.03 SEQUENCTNG A. Sequencing Mosonry Removol. Instollolion of New Liniels ond Mosonry Potching: I Comply wilh nofes on Structurol Drowings.I PART 2. PRODUCTS I 2.OI MASONRY UNITSI A. New Concrete Mosonry Unils: Comply with Secfion 04810. t B. Re-Used Mosonry Unils: Solvoged, undomcged, ond structurolly occeptoble block removed under Section 01736 ond molching odiocenl existing mosonry. I 2.V2 MORTARI A. Unif Mosonry Setting Mortor: Comply with Seclion 04060. I 2.03 GROUT I A. Sile-Mked Grout for Mosonry: ASTM C476. Proporlion by volume wiih sufficient woler I odded lo produce consisfency for pouring wilhoul segregolion. - l. Coorse Grout: Coorse groul moy be used only in filled-cell conslrucfion 3'or more in bolh horizonlol dimensions. Coone grout lo be composed of one pod Porllond I cemenl with noi more lhon one-lenth port hydroted lime or lime pully odded, ond I lwo ond one-fourth to three porls sond, ond nol more thon fwo ports grovel. r SMA 26019.00 +13 I I 2. Fine Groul: Use fine groul in oll locolions where coorse groul moy noi be used. Composed of one porl Portlond cement, with noi more thon one-ienlh port hydroled lime or lime putty odded, ond two ond one{oudh lo lhree ports sond. 3. Groul sholl ottoin o minimum strenglh ot 28 doys of 2,000 psi. PART 3 - EXECUTION 3,OI EXAMINATION A. Verificolion of Conditions: I . Beoring Surfoces: Inspeci beoring surfoces for proper grodes ond elevotions, freedom from dirt ond other foreign moleriol. ond slruclurol integrily. Reporl unsoiisfoclory conditions to Generol Controcior in writing wilh copy lo Archilecl. 3,02 PREPARATION A. Cleoning: Remove dirt, ice, loose rusi ond scole from exisling surfoces io be polched prior to inslollotion. B. Sow-Culting Joints: Comply wilh Seclion 01732 ond wilh noies on Slruclurol Drowings. Follow exisling morlor joinls unless indicoled otherwise on Drowings, C. Steel Linlels: Supplied under Section 05500. I . Insloll lintels for openings over | 6 inches in widih. 2. Comply with noles on Slruclurol Drowings. 3. Insfoll lintels plumb ond level wilh length of beoring indicoled on compelenl mosonry. Insloll in beds of morlor ond do necessory pointing. 4. Fill hollow mosonry uniis full wilh groul for lhree courses ot lintel beorings. 3,03 MASONRY INSTALLATION, POINTING AND CLEANING Comply with Seclion 04810. 3,04 REPAIR AND TUCK POINTING A. Cul oul defective joints qnd holes in exposed mosonry ond repoinl wilh groul. Dry brush mosonry surfoce ofler modor hos sel ol end of eoch doy's work ond ofler finol poinling. I . Loose Mortqr Joints: Cleon ouf oll loose moleriol. Roke bock of leosl l/2'. 2. Prepore joints wiihout chipping mosonry units.3. Fill struclurol crock ond crevices wilh grout. 4. Fill cleoned loose morlor joints ond joinls wilhout mortor wifh groul. 5. Tuck poinl with single or double roll chisel. Blunl chisels not ollowed. 6. Tuck Poinling: Molch exisling morlor in color ond lexture. 7. Repoir: Repoir eisiing spolling, domoged wolls. chimneys ond sills wilh grout. 8. Reploce crocked mosonry os required with new replocemenl or solvoged mosonry unils. B. Seolonts: See Seclion 07920. END OF DIVISION 4 I I T I I I I t I I I I t I I I I I I sMA 26019.00 4-t4 I I I I I I I I t DIVISION 5 - METALS Generol Requirements: Generol Condilions, Supplemenlory Condilions ond Division I - Generol Requirements opply lo work of lhis division. SECTION 05I20 STRUCTURAL STEEL PART I - GENERAL I.OI REFERENCES A. Slruclurol Sleel Work: ComplywithA|SCSpecificolionforSiructurol Steel Buildings, 1989 Edition. B. Welding: Complywith AWSSlruclurolWeldingCode-Sleel Dl.l. C. Bolted Conneclions: Reseorch Council on Struclurol Conneclions (RCSC) Specificotion for Slruclurol Joints Using ASTM A325 or A490 Bolls, lotest edilion endorsed by AISC, I.O2 SUBMITTALS A. Shop Drowings: Submil in occordonce wilh Seclion 01330, Include slruclurol sleel r I.O3 QUALITY ASSURANCE r A. Welder Quolifrcolions: Welding sholl be done by AWS cerlified welding operolors only. I B. Regulolory Requirements: Exponsion onchors ond odhesive onchors sholl hove curent I published ICBO Evoluofion Reporl indicoting ICBO opprovol os occepfoble method of conslrucfion under lhe UBC. Comply wifh oll limilolions on use of onchors slipuloled in Evoluolion Reporl.II l.o3 DEuvERy, sToRAGE AND HANDLTNG I A. Moleriols fo be Inslolled by Others: Dgliver onchor bolls ond other onchoroge devices I which ore embedded in costin-ploce concrele or mosonry conslruclion io the proiect site in time lo be inslolled before the slori of cosl-in-ploce concrete or mosonry work. I Provide setting drowings, templotes ond direclions for inslollofion of onchor bolls ond I olherdevices. PART 2 - PRODUCTS I 2Ol MATERTALS A. Wide Flonge (W) Structurol Sleel Shopes: ASTM '{36.Ir B. Seomless Steel Pipe: ASTM A53, Type E orS, Grode B. I C. Hollow Slructurol Secfions (TS ond HSS): ASTM A500, Grode B. I I sMA 26ole.oo I 5.1 I D. Steel Froming Bolis: ASTM 4325. I 'I ^ Conneclion Type: Type N beoring-type with boll lhreods included in sheor plone unless otherwise indicoted on Drowings. IE. Nuls: ASTM A563. I . Grode ond surfoce finish: Nuts for use with A325 or A490 bolts sholl comply wilh requiremenls of RCSC Specificolion for boli type required. I F. Woshers: ASTM F436. Provide flot circulor woshers or squore or rectongulor beveled woshers os indicoted or required for eoch bolfed conneclion. G. Anchor Bolls: Size, type ond length os shown on Drowings. Provide hex nuls ond ploin I woshers unless indicoted olherwise.l. Hooked Anchor Bolfs: ASTM A36. o. Minimum hook projection: 3 inches unless indicoled olherwise. I b. Minimum threoded length: Motch length ol bolt projection. 2. Threoded RodAnchors: ASTM A36. f3. Heoded Anchor Bolts: ASTM 4307 wiih suiloble nuls ond ploin woshers unless I olherw'tse indicoted. 4. Minimum lengfh of embedment: 7 inches unless indicoied olherwise. 5. Minimum length of proiection: 3 inches unless indicoted otherwise, ond sutficienl lo fully engoge nut ofler inslollolion of sleel member being onchored ond wosher, plus I ollowonce for normol inslollotion toleronce. H. Shop Primer: One of lhe following. Il. Tnemec Series l0 modified olkyd primer. 2. Society for Proiective Cootings Specificolion SSPC Poinl 25 leod ond chromole freeprimer. I l. Exponsion Anchors: Wedge lype, compleie wifh required nuts, woshers ond monufocture/s instollotion instructions. Sizes os indicoted on Drowings. Il. Interior Use: For use in condilioned environments free from poienliol moisture Iprovide corbon sleel onchors conforming to ASTM A5l0 with zinc ploling in occordonce with ASTM 8633.2. Exlerior or Exposed Use: In exposed or potenfiolly wet environments ond for ollochmenl of exterior clodding moteriols, provide sloinless steel onchors. Sfoinless I sleel onchors sholl be Series 300 sioinless sfeel bolfs wilh Series 300 or Type I &8 stoinless sleel nuts ond woshers. I3. Where qnchor monufocturer is nof indicofed, subiecl lo complionce wilh Irequirements ond occeplonce by lhe Architect, provide one of lhe following: o. Hilti Inc. Kwik-Bolt ll,b. ITW Romset/Red Heod Red Heod Wedge Anchor. c. Approved substilule in occordqnce with Section 0160O. I J. Adhesive Anchors: Threoded sieel rod, compleie wiih required nufs, woshers, epo4f or I esler-bosed odhesive syslem ond monufoclurer's instollolion inslruclions, Type ond size Ios indicoted on Drowings.l. Interior Use: For use in condllioned environmenls free from polenliol moisture provide lhreoded corbon sleel rods conforming 10 ASTM A36. I2. Exlerior or Erposed Use: In exposed or potentiolly wel environments ond for I oltochmenl of exterior clodding moferiols, provide sioinless steel onchors. Sloinless steel onchors sholl be Series 300 stoinless steel lhreoded rods with Series 300 or Type I I &8 sloinless sf eel nuts ond woshers. I I I sMA 26019.00 ,2 I I I I I t I I I I t I t I I I I t t 3. Where onchor monufoclurer is nol indicoted, subject lo complionce with requiremenfs ond occeptonce by the Architecl, provide one of the following:o. Hilli Inc. HAS or HIT threqded rods. HVA or HIT HY-I50 Adhesive Anchoroge System for onchoroge fo concrete or slone. HIT HY-20 Adhesive system for onchoroge to brick or concrete mosonry.b. Powers Rowl Foslening Syslems Stroight Cut Anchor Rod with Power-Fosl Corlridge Syslem.c. Approved substilule in occordonce wiih Section 01600. 2.02 FABRICATION A. Generol: Fobricote struclurol steel in occordonce wilh AISC specificolion. ' B. Shop Pointing: Afler fobricqlion, cleon off loose scole, rusl, weld slog or flux deposit, oil, greose, dirf or other foreign moleriol ond shop coot fobricoted items with red metol primer. C. Morking: Mork memben in protecled ploinly visible locolions, in occordonce with reference numben on selling diogroms. D. Finished Work: Finish work in occordonce wilh ihe opproved shop drowings. Fobricole lrue ond free from twisfs, kinks, buckles, open joinls ond other defecls. E. Splices: Splicing of members lo obtoin lhe required lenglhs not permilfed withoul prior opprovol of lhe Archilecl. F. Substiluiions: Where exocl shes ond weights colled for ore nol reodily ovoiloble, secure the Archifecl's opprovol of suifoble sizes in time lo obviofe ony deloy due lo such subslilutions. G. Cutting ond Filling: Perform necessory culling, fitting ond drilling tor occommodotion of olher trodes ond do wholever is necessory to secure conect informotion for some, bolh before ond ofler sleel is delivered. Cutling or drilling not ollowed on proiecf wif hout occeptonce of Archilecf . H. Subossemblies with Milled Surfqces: Complelely ossemble ond weld before milling. l. Welding: Comply with AISC Specificotions ond AWS Dl .1. Welds nol specified sholl be l/4" confinuous lillel bul nol less lhon AISC minimum bosed on lhickness of porls joined. PART 3 - EXECUTION 3.OI ERECTION A. Generol: Erect structurol sleel in occordonce wiih AISC Specificotion. B. Temporory Brocingr Provide lemporory brocing os necessory for deod lood, wind ond erection slresses. C. Beoring Plotes: Align individuol beoring ploles for beoms ond similor struclurol members wif h wedges or shims. sMA 26019.00 5-3 Ereclion Toleronces: Erect individuol pieces so lhoi the deviolion from plumb, level ond olignmenl sholl nol exceed I lo 500. Bose Plote Grouling: See Section 03500. SECTION O55OO METAL FABRICATIONS PART I - GENERAT I.OI SUMMARY A. Seclion Includes:l. Steel ongle supporls lor mosonry.2. All oiher miscelloneous ongles, chonnels, tubes ond ploles os indicoted ond required. B. Producls Supplied But Nof Instolled Under This Section:l. Anchor bolts ond weld ploles ior onchoring melol fobricotions instolled under Section 03100 Concrete Forms ond Accessories.2. Sleel ongle linlels inslolled under Section 04810 Unit Mosonry Assemblies or Seclion 04853 Morlor-Ploced Slone Assemblies. 1.O2 QUALITY ASSURANCE A. Welders: AWS certified. I.O3 REFERENCES A. Melol Fobricolion Work: Comply with AISC Specificolion for the Design. Fobricotion ond Erecfion of Structurol Steel for Buildings. B. Exposed Melol Fobricotion Work: Comply with Secf ion l0 Architecturolly Exposed Structurol Sleel of AISC Code of Stondord Proctice. C. Welding: Comply with AWS Structurol Welding Code - Sleel Dl.1. 1.O4 SUBMITTALS A. Shop Drowings: Submil in occordonce with Section 01330. I.O5 DELIVERY, STORAGE AND HANDLING A. Moferiols lo be Instolled by Othen: Deliver onchor bolls ond olher onchoroge devices which qre embedded in cosl-in-ploce concrete construcfion or mosonry construction to the project site in lime to be inslolled before the slort of cosl-in-ploce concrete or mosonry work. Provide selling drowings, iemplotes, ond direclions for the inslollolion of onchor bolts ond other devices. I I T I I I I I I I I I I I I t t I I n sMA 26019.00 5-4 I PART2-PRoDUCTS I 2.or MATERTALS I A. Steel Shopes. Bors ond Plotes: ASTM A36. I B. Steel Pipe ond Tubing: ASTM A53 or A50O; minimum woll thickness I I gouge.r I . Slructurol Pipe ond Tubing: Section 05120.2. Sleel Tube of %" Thickness ond creofer: ASTM A500, Grode B. I C. Anchor Bolts ond Nuts: ASTM ,4307 or A36. r D. Sleel Froming Bolls: ASTM A3O7 or 4325. I' E. Point: Tnemec lG99 red melol primer or Rusl-Oleum 1069 red primer. I 2.o2 sTEEL LTNTELS I A. Sfeel Linlels: All mosonry openings l6'in width ond over sholl hove linfels. Provide loose I steel linlels except where mosonry linlels ore indicoled on Drowings. I | . Sizes ond Beoring Lengths: See Linf el Schedule on Slrucfurol Drowings.r 2. Weld or bolt members logelher where indicofed to form complele ossembly. Where welds will be exposed in the completed instollotion, provide conlinuous welds ond grind flush. I 2.O3 FABRICATION I A. Generol:I l. Fobricoie in occordonce with detoils ond occepted Shop Drowings miscelloneous iiems of melol work indicoled or os necessory to complele work. I 2. Moleriols: Stock of types qnd sizes indicoted. I 3. Verify dimensions on sile prior fo shop fobricolion.4. Fit ond shop ossemble seclions in lorgesf proclicol sizes for delivery lo site ond instollotion. I! B. Moke culs cleon ond shorp wilh wire edges ground smooth. In compleiion, the work sholl be slroight, rigid ond tight ond free from defecls. Close exposed ends of steel pipe I or fubing wilh welded cops. Moke exposed joint butl fighf, flush ond hoirline. I C. Welding: Milerond cope inlersections ond weld oll oround. Remove splotler, grind exposed welcls lo blend ond conlq.r surfoces to molch lhose odjocent. Ir D. Shop Pointing: Atler fobricotion, cleon otf loose scole, rust. weld slog or flux deposil, oil, greose, dirt or olher foreign moieriol ond shop coof fobricoted items with red melol I primer. - PART3- TNSTALLATIoN I 3.or TNSTALLATToNt A. Weld or boll oll ilems securely in ploce or otherwise fosfen os indicoled ond on opproved I shop drowings. Grind field welds smooth ond louch-up wifh red primer. I I I sMA 26019.00 oo B. Erecf work sguore ond level, free from disfortion or defects delrimenlol lo oppeoronce or oerformonce. END OF DIVISION 5 sMA 26019.00 $6 I t DVFtoN 6 - wooD AND PLAsTrcs I Generol Requirements: Generol Condilions, Supplemenlory Condilions ond Division I - Generol Requiremenls opply 1o work of this division. - sEcTtoN o6loo RoucH cARpENTRy I t*t- I I.OI REFERENCES I A. Wood Froming: Comply wilh reguiremenfs of Uniform Building Code, 1997 Ediiion ond "Nolionol Design Specificolion for Wood Conslruction", 1997 Edition, os published by lhe Americon Foresl ond Poper Associotion. I B. Lumber Comply with Slondord croding Rules for Wesfem Lumber published by Wesfern Wood Producf s Associolion. I C. Plywood: Complywith lhe following.l. APA Plywood Design Specificotion PDS 1986.2. t-JS Deporlmenl of Commerce Producl Slondord PS l-95 Conslruction ond Induslriol Ffywood. I D. Performonce Roled Wood Sheofhing Ponels: Comply with lhe following.l. ,APA PRP-I08 Performonce Slondords ond Policies for Slruclurol - Use Ponels.2. uS Deporlmenl of Commerce Producl Slondord PS 2-92 Wood-Bosed Slrucfurol-Use Ponels.I I t.o2 euALrTY AssuRANcE I I I A. Grode Stomos:L Lumber: Eqch piece sholl be WWPA or WCLIB grqde stomped.2. Wood Sheoihing: Eoch ponel sholl be idenlified with the grode lrodemork of lhe ,APA,3. Sill Plotes: Eoch piece sholl be sfomped lo indicote complionce with AWPA pressure lreof ment slondords. B. Lomihoted Veneer Lumber: Producl sholl hove cunent Nolionol Evoluolion Report ond be occepled by Americon Council of Building Officiols os on occeploble olternotive moleriol, producl or melhod of conslruction. I.O3 DELIVERY. STORAGE AND HANDLING I Store moferiol off the ground ond coverwilh woterproof covedng. PART 2 . PRODUCTS II 2.OI DIMENSION FRAMING LUMBER I sMA 260re.00 t I A. Struclurol Dimension Froming Lumben Comply wifh stress grodes indicoled on Slruciurol Drowings. GI 2.O2 A 2.O3 2.04 A, I I I t I t t I I T I I I I I I I I I ? D. B. (- B, a l. Studs: Hem Fk, Slud Grode or belter, kiln dried. 2. Ploles: Pressure lreoied Douglos Fk-Lorch, No. 2 Grode or beller. 3. Heoders: Douglos Fir, No. 2 Grode or betler. Kiln dried. 4. Olher Froming: Douglos-Fir Lorch, No. 2 Grode or better unless noled otherwise. Blocking ond Funing: Hem Fir, Slondord Grode or better. l. Exlerior Blocking ond Funing: Pressure lreoted with wood soli preservotive. Use Koppers wolmonized pressure.ireoled wood or olher similor moteriol. Penlochlorophenol or creosote is nol occeploble. Moislure Conient: Moximum of l9 percenl, unless noled olherwise. Preservotive Treoimenl: All wood exposed in lhe crowl spoce, exlerior ploles ond ploles on concrele sholl be pressure preservotive treoled. ENGINEERED LUMBER PRODUCTS Lominoled Veneer Lumber: l. Lominoted Veneer Lumber {LVL) Beoms ond Heoden: Trus Joist Microllom LVL. o. Modulus of Elosticily: 1,900.000 psi minimum. b. Allowoble Design Bending Siress: 2600 psi minimum. Rim Boord: Trus Joist Timbersirond LSL Rim Boord.l. Thickness: l-l14 inches. 2. Heighl: Motchjoisls. Porollel Strond Lumber (PSLf Beoms ond Heoders: I . Acceofoble Monufocturers: o. Trus Joisl Porollom. b. AccepiedSubstilute. 2. Allowoble Slresses: Comply with Generol Noles on Structurql Drowings. SHEATHING Struclurol Woll Sheothing: APA CD Plywood or APA Roted Sheothing. L lhickness ond ldenlificolion Index As indicoted.2. Exposure Durobility: Exposure I (lnf erior with exlerior glue). 3. Use for loierol support os indicoled. Wood Slruclurol Ponel Subflooring: APA Sturd-l-Floor T&G veneer foced Exposure L L Thickness ond spon roting os indicoled. Rool Plywood Sheolhing: APA CD.l. Thickness ond ldentificotion lndex: As indicoled. 2. Exposure Durobility: Exposure | (lnierior wilh exterior gluel, ROUGH HARDWARE Provide necessory bolls, screws, noils, clips, plotes, strops, hongen, etc. necessory for lhe completion of rough corpentry. Use conect moleriol of proper size ond slrenglh for the purpose inlended. Conform lo lhe requirements of this specificqt'ron, lhe noles on lhe Drowings ond opplicoble building codes. sMA 26019.00 o-l I - B. Provide onchor bolts indicoled lo be built into the concrete ond mosonry for supporf of wood froming for inslollolion under Division 3 Concrete ond Division 4 Mosonry. I C. Bolls ond Log Screws: Common bolls ond screws, ASTM A307. Exlerior sholl be hot dip golvonized. I D. Sleel PlolesondStrops: ASTMA36,sizeosindicoled. Weldplofeslogetherwith3/16'fillef- welds oll sides ond full length of contocl surfoces unless noted. Use E60 or ETOwelding electrodes. Prime wilh shop poinl. Exledor sholl be hot dip golvonized. I E. Sioples: Not ollowed. r F. Screws: Conosion resislonl. Ir 2.05 MEIAL FRAMTNG ANcHoRs I A. Acceploble Monufocturen: t L Simpson Slrong-Iie Compony.2. No exceofions. I B. Types ond Sizes: As indicoted ond required.I . C. Accessories: Provided noils ond bolts os recommended by monufocfurer. I 2.06 POWDER DRIVEN ANCHORS I A. Fosfenen: Romsef or equivolenf low or slondord velocify driven fosfeners, minimum l/8' I shonk diometer. Lenglh os required to penelrote sleel orwood memberond l-l/4'inlo - concrele or mosonry. I 2.ot cLUE I A. Glued Roor Sysiem Adhesive: Any brond meeling APA Specificolion AFG{I. r I . Glue for OSB ponels wilh seoled surfoces ond edges: Use only solventlcosed glue. II 2.08 SILL SEALER I A. Acceptoble Monufocfurers: I l. PACTIV Building Products, Allonlo, Georgio; W/241-44O2i www.green€uord,com ' 2. Accepted substifute in occordonce with Section 01600. I B. Type: GreenGuordSill Seoleroroccepledsubstilule. Com.gotedplosficfoom.r L Thickness:%inch.2. Width: Motch wood wqll plofe width. I 2.W WEATHER RESTSTANT BARRTER r ASTM D226-95, No.30 ospholl-solurofed orgonic felf. I I I sMA 2601e.m t PART 3 - EXECUTION 3.OI GENERAL Cooperote wifh olher lrodes. Provide wood grounds, blocking, bocking ond froming required for o.lher lrodes. Cul ond potch rough corpenlry qs required. 3.02 INSTALLATION A. Generol: Insloll froming, sheothing ond metol froming onchors in occordonce wilh the Uniform Building Code. See Generol Slructurol Noles on Drowings. B. Froming:l. Perform froming in subslonliol monner consislenl wilh occepled siondords of the corpentry lrode. Erecl froming plumb, level ond lrue, ond rigidly onchor in ploce. 2. Locole siuds 16" o.c. excepl where indicoted otherwise. Provide double sfuds bolh sides of openings ond of ends of wolls.3. Locote roof ond floor joists os indicoled. Provide conlinuous heoders or solid blocking (os indicoled) ol joisl beorings. Provide bridging os indicoled.4. Reploce worped lumber in wolls ond joisis prior to inslollotion of flnish surfoce.5. Anchor ploles ol beorings os indicoled. Unless olherwise indicoted, boli ploles firmly to concreie with | /2'x8' onchor bolts, 40' o.c. or os required by struclurol Drowings or use Romsef, or equol, powder-ocluofed foslening sysfem.6. Built-Up wood Columns: Lominole 2x memben wilh continuous exlerior glue ond stilch noiling os noted by Siruciurol Wood Froming Generol Notes on Slruclurol Drowings. Longifudinol splices nol ollowed. C. Floor Sheolhing:l. lnsloll ponels coniinuous over two or more spons wilh foce groin perpendiculor to floor joists or decking ond oll end ioints supported. Stogger ends of odiocenl sheels 4{" where possible. 2. Apply I /4' continuous beod of glue ot eoch.ioist (2 beods ot buli joints) immediolely before loying ponel. Sel ond noil sheel leoving I /l 6' spoce clt ends ond edges.3. Noiling: Noilwith 8d noils 6" o.c. ot oll supporls olong edges ond in field of ponel, unless otherurise noled. D. RoofSheothing: I . Instoll ponels continuous over two or more spons wilh foce groin perpendiculor to joisls ond oll end joints supporled. Stogger ends of odjocenl sheets 4 {" where possible.2. Ponel edge clips: lnstoll ol sheothing joints withoul longue.ondgroove or edge blocking. Provide of l6 inches on center moximum.3. Noiling: Noil or screw ol 6" o.c. olong oll edges ond l0'o.c. olong oll inlermediole supporls unless indicoled otherwise. Use 8d noils. E. Woll Sheothing: Insloll ponels verlicolly wiih oll edges supporledl. Noiling ond Blocking: Comply with nofes on Slruclurol Drowings. F. Simpson Melol Froming Anchors: Secure fosten in ploce in occordonce wilh Simpson's recommendolions. I I I I I I t I I I I I I I I I t I I sMA 26019.00 G4 I I T I I t I t T I I I I I I I I G. Fosteners:l. Where splitting is likely io occur cousing o reduclion in member or conneciion copocily. pre-bore noil holes 1 /2 size of noil diometer ond use lhreoded hordened sleel noils.2. Bolts: Boll holes sholl be l/16'to l/32'lorgerthonfheboltdiometer. Corefully cenfer bolf hole between side ololes ond moin members. Provide stondord woshers between wood ond boll heods or nufs.3. Log Screws: Provide leod holes for screw diomeler os follows. Provide stondord wosher between wood ond screw heod. Loo Screw Nominol Diometer Leod Hole Diometer I /2' Diometer 5/.16" Diometer5/8'Diometer l3l32'Diomefer3/4'Diometer l/2' Diometer Leod holes for lhe shonk sholl hove o diomeler ond lenglh equol io lhe unlhreoded portion of lhe screw shonk in lhe moin member. Lubricote screw wiih soop before inslolling. H. Wood Funing: Provide wood funing on mosonry or concrele wolls in sizes ond spocing os indicoled. Securely foslen wood funing ot moximum 3-0'o.c. wilh loggle or exponsion bolts. cut concrefe noils or romsef onchors os required. tnstoll furring oround openings ond of corners. Erect funing plumb, level ond shim out os required. L Wood Bucks: Provide 2'stock, width os shown, ol locotion indicoted. Anchor lo mosonry or concrete with 33/8' bolls eoch jomb; four onchors if over 7'. Counfersink heods inlo buck. 3.03 WOOD BLOCKING AND FRAMING REQUIRED FOR WORK OF OTHER SECTIONS A, Generol: Cooperole with other irodes. Provide requked grounds, blocking, wood bocking ond froming. Perform necessory culting ond polching of rough corpenlry work os required. B. Interior Blocking: lnsloll blocking of size required for support of hondroils, toilel ond bolh occessories, woll-mounted door slops, woll cobinefs ond olher woll-mounled occessory items. Sef lrue lo line, level or plumb well secured in slud woll ond flush wilh bock of drywoll or oiher woll finish. C. Exterior Blocking:L Instoll blocking of size required for exlerior woll finish moferiols, exlerior hondroils, exterior woll mounled eguipmenl, roof edge detoils ond other locolions os indicoted.2. Instoll blocking for wood boord sidings os required fo ollow noiling of siding fo sfuds, noiling strips or blocking ot o moximum of 24 inches on cen'ler. 3.04 WEATHER RESISTANT BARRIER INSTALLATION A. Slople to wood sheolhing behind siding ond elsewhere os indicoled. B. Apply lo sheoihing from bottom fo lop of woll. I I sMA 26019.00 6.5 l. Lops:o. Horizonlol Joints: 2 inches minimum,b. Verlicol Joinis: 6 inches minimum. PART I - GENERAL I.OI SUMMARY A. Seclion Included: I . Heovy limber beoms, purlins, slringers ond oufriggers.2. Heovy limber posfs, knee broces ond struts.3. Olher heovy timber conslruciion os indicoied.4. Rough hordwore ond connections. I.O2 REFERENCES A. ReferenceSlondords:L Wood Froming: Comply wilh requirements of Uniform Building Code ond "Nolionol Design Specificotion for Wood Construclion", os published by lhe Americon Foresf ond Poper Asociotion.2. Lumber: Comply with Groding Rules for lumber, lotest edilion, os published by Western Wood Producls Associolion. |.03 DEF|N|T|ONS A. Heovy Timber: For purposes of ihis specificotion, heovy timber is defined os solid wood froming members hoving o nominol dimension of 4'ond over in both thickness ond width. I.O4 SUBMITTALS A. Shop Drowings: Submit shop drowings for oll fobricoted sleel connections ond supports. B. Producl Dolo: Submit monufoclure/s cotolog dofo for oll olher conneclions ond supporls. PART 2 - PRODUCTS 2.OI HEAVY TIMBER JOISTS, BEAMS, AND COLUMNS A. Generol Requiremenls: Sound, fhoroughly seosoned. ond free from worp or surfoce defecls. B. Moislure Conlent: Seosoned dry. C. Species ond Grode: Douglos-Fir-Lorch, No. l. D. Finish: S4S. I I I I I I I t I I I I t I T I I I t sMA 26019.00 6-6 I r 2.o2 coNNEcToRs AND suppoRT I A. Accepioble Monufocfurers: Simpson Slrong-Tie Compony, no exceplions.I 2.03 ROUGH HARDWARE I A. Noils: Common wire noil lenglh ond diomelers. Do nol use box noils. Threoded hordened sleel noils mqy be substifuled for common size nqil of conesponding size. Golvonized noils sholl be hot dip golvonized ASTM A153. I B. Bolls ond Log Screws: Common bolfs ond screws, ASTM A307. Exterior sholl be hot dip golvonized. I C. Steel Plotes ond Strops: ASTM A36, size os indicoled. Weld ploles logetherwith 3/16'filletr welds qll sides ond full lenglh of contoct surfoces unless noled. Use E70 welding elecfrodes. I PART3-EXECUTION I 3.01 ROUGH HARDWARE I Provide qnd insloll rough hordwore ond metol fosfenings os indicoled, specified or required for proper inslollotion. Noils, spikes, screws ond bolls ond similor items sholl be I sizes ond lypes to properfy secure members in ploce. I 3.02 HEAVY TIMBER INSTALLATION I A. Generot:r l. Noil or spike members in occordonce wif h Uniform Building Code.2. Cuf froming sguore on beorings, closely fif , occurolely sef lo required lines ond I levels. Secure rigidly in ploce -t beorings ond conneclions. Do nol use shims for I leveling on wood or metol beorings. Use steel shims wiih full beoring on mosonry or concrele, I 3. Do not cul, noich or bore froming members for possoge of pipes or conduits withoul I Architect's permission. Reinforce froming members os direcled where domoged by culting. I B. Fosteners; I I . Where splitling is likely lo occur cousing o reduction in member or connection copocity, pre-bore noil holes 1 /2 slze of noil diqmeier ond use f hreoded hordened steel nqils. I 2. Bolts: Bolf holes sholl be I /l 6' to I /32' lorger thon the bolt diomeler. CorefullyI cenler boll hole beiween side ploles ond moin members. Provide slondord woshers between wood ond bolt heqds or nuls. I C. Anchors, Conneciors ond Supports: Insloll os indicoted on Drowings. r I I I sMA 26019.00 67 SECTION 06I50 WOOD DECKING PART I -GENERAI I.OI SUMMARY A. Seclion lncludes: l. IPE urcod decking. 1.O2 DELIVERY, STORAGE AND HANDLING A. Generol: Complywith Section 016m. B. Hondling: Where decking is exposed. hondle with core to moinloin undomoged ond unmoned exposed foces. C. Domoged ond woler sloined unils will be rejected. D. Sloroge: Siock decking minimum of sk inches obove ground to insure proper venlilotion ond cover with woterproofing covering. PART 2 - PRODUCTS 2.OI WOOD DECKING A. Decking: l. Seosoning: 2. Size: PART 3. EXECUTION 3.OI WOOD DECKING INSTALLATION Screw eoch boord with lwo non-conosive decking screws to eoch supporl. Provide inch gop belween boords. Stogger joints in odjocenl boords. SECTION 0615I WOOD-POLYMER COMPOSITE DECKING PART I -GENERAL A. Seclion Includes: l. Altetnole wood-polymer composite decking. B. Wood Decking Allernoles: Seciion 0123O Allernofes. I.O2 SUBMITTALS A- Producl Dqlo: Submit in occordonce wilh Section 01330. I.O3 DELIVERY, STORAGE AND HANDLING A. Generol: Comply with Section 01600. sMA 26019.00 58 I I I I I I I t I I I I I I I I I I I I r B. Decking Protection: Deliver ond store decking in protective wropping. I C. Hondling: Where decking is exposed, hondle wilh core 1o moinloin undomoged ondt unmoneci exposed ioces.l. Domoged ond woter sloined unils will be rejected. I D. Sloroge: Slock decking minimum of six inches obove ground lo insure proper ventilotion ond cover with wolerproofing covering. I PART2- PRoDUCTsI 2.01 WOOD-POLYMERCOMPOSITEDECKING I A. Wood-Polymer Composite Decking:' l. Acceptoble Monufoclurers ond Producls: I o. ffi:g?':,:,"J5.:tnDeckins os monuroctured bv certoinTeed; I b. CrossTimbers os monufqclured by Elk Composite Building Producfs, Inc.; wwuelkcorp.com, wilh grooved edges for EZ-Build conceoled fosteners. I c. Evergroin composite decking os monufoclured by Epoch; www.evergroin.com I d. Approved substitule.2. Moteriol: Homogenous blend of wood fibers ond polymers.3. Size: 2x6 unless indicoted otherwise. I 4. Finish: Color os selecled by Owner.t B. Fosteners: Stoinless sleel or golvonized self-lopping deck screws or monufoclurer- I supplied conceoled fosleners. I 2.o2 ADHESTvEs I A. Adhesives: PVC cemenl, exteriorwood glue oriwo.port epoxy.r PART 3. EXECUTION I 3OI DECKING INSTATLATION I A. Culting: Cut composife decking with corbide sow blodes in qccordonce wilhI monufocturer's recommendotions. I B. Decking Loyout: I L Insloll decking ol righf ongles io supporl froming unless indicoled olherwise. I 2. Provide l/8 inch gop between decking boord edges.r 3. Provide minimum l/8 inch end gop between decking boords. Increose widlh ol end gops os recommended by Monufocturer when instolling boords ol I lemperotures below 70 degrees F. f| 4. Sfogger joints in odjocent boords. r C. Foslening: I l. Predrill holes ol 3/4 of screw diomeler moximum.t 2. Screw eoch boord wiih lwo nonronosive decking screws lo eoch support. I I sMA 260re.0o I G9 I I I 3.02 FINISHING A. Field Finish: Stoin in occordonce wilh Section 09900.l. Verify foding of decking is complele before opplying sloin.2. Not required if decking with inlegrol color is selecled. SECTION 06I74 WOOD I JOISTS PART 'I - GENERAL I.OI DELIVERY, STORAGE AND HANDLING Store joisls in verlicol posilion, off the ground ond covered for proteciion from weoiher. PART 2 - PRODUCTS 2.Ot WOOD r JOTSTS A. Acceptoble Monufoclurers ond Types: Use ihe following os indicoled on the Struciurol Drowings. No subslilutes.L Trus Joisl TJI/Pro.2. Series, deplhs ond grodes os indicofed on Slrucfurol Drowings. B. Accessories: Provide bridging, occessories ond olfochmenl os indicoled ond recommended by monufociurer. PART 3 - EXECUTION 3.OI ERECTION AND INSTALLATION A. Ploce ioisls in positions indicoted ond support in monner indicoted. Keep ioists in uprighl posilion ol oll fimes. Hold chords in o slroight line fiom fime of selting until sheofhing is opplied. B. Insloll bridging os ereclion proceeds. Insloll temporory brocing fo moinfoin olignmenl ond prevent loferol movemenf . Securely onchor os indicoted ond recommended by monufoclurer. SECTION 06I82 GLUED-LAMINATED STRUCTURAL UNITS PART I - GENERAL I.OI REFERENCES A. Reference Sfondords: Comply with following:l. Moleriols ond Monufoclure: ANSI/AITC Al90.l-92 Slructurol Glued Lqminoied Timber. AITC I lG97 Stondord Appeoronce Grodes for Slrucfurol Glued-Lominoled Timber.2. Design ond Monufocluring: AITC I l7-93 Design Slondqrd Specificofions for Slruclurol Glued Lominoled Timber of Sofiwood Species. I I t I I I I I I I I I I I I I sMA 26019.00 6-r 0 I r 3. Lumber: Comply wilh Groding Rules for Westem Lumber, lotesi edition, os published by fhe Western Wood Producls Associotion. r 1.02 SUBMITTALS I A. Shop Drowings: Submil in occordonce wilh Section 01330. Indicote perlinenl I dimensions, grodes, cufs ond drilled holes, shop opplied finishes, fosleners, dreclion deioils ond conneciion moteriols. I B. Cerlificoles: Furnish on AIIC Cerlificole of Conformolion, sloling thot glued tominotedI members were oroduced in occordonce with ANSI Slondord A 190.1 . r 1.03 QUALIry ASSURANCE - A. Quolificotions: '| . Monufociuren Member of Americon Insfilute of Timber Consfruclion (A[IC] with minimum of five yeon experience in fobricofion gluedlominoted sfruclurol unils. I B. Quolity Morks: Members sholl be morked with AITC quolity mork indicoling conformonce I lo ANSI Al90.l. I r.o4 DELrvERy, ST.RAGE AND HANDLTNG I A. Generol: ComplywilhSection0l60O. FollowAITClll-TgRecommendedProcticefor I Profeclion of Slrucfurol Glued-Lominoted limber During Tronsit, Sloroge ond Erection. Provide prolection for members during konsit: I l. Memberc: Individuolly wropped. Ir B. Delivery: Anonge delivery in occordonce wilh consfrucfion schedule to ovoid double hondling. lf double hondling is necessqry, store members well off ground, Seporofe lo I olbw oir circulolion ond cover wilh opogue moislure-resisloni membrone: I C. Proiection: The fobricolor sholl provide proleclion for the glued lominoted moleriol I duf ng lronsit. The erector sholl be responsible for proper core ond profection of I moleriols during unlooding, houling ond ereclion. D, Slings: Use podded, non-moning type slings when hondling members. I E. Wroppings: Where proteclive wroppings ore specified, deliver members lo fhe sit,e with wroppings inlocf ond moinloin in ploce unfil immediolely priorlofhe insiollolion of deck I or other proiective surfoce. Keep wroppings inlocl unlil inslqllotion. t pART2-pRoDUCTS I 2.OI MATERIALS AND COMPoNENTS I A. Lumber: I |. Species: Douglos Fk or Weslem Lorch, I 2. Grode: Strucfurol Grodes os Indicoled on Drowings. B. Adhesives: Comply with ASTM D2559 Adhesives for Slruclurql Lominoled Products for Use I Under Exterior (wet use) Exposure Conditions. I I sMA 260re.oo I 6-11 C. Aooeoronce: l. Conceoled Membe6: Industriol Grode. 2. Exposed Members: Archiieclurol Grode. D. Proteclion: I . End Seoler: Apply lo ends os soon os prociicoble ofter frimming. 2. Surfoces: Nof seoled. 2.O2 HARDWARE A. Bolls ond Log Screws: Common bolls ond screws, ASTM A307. B. Sleel Ploies ond Strops: ASTM A36, size os indicoled. Weld ploles logeiher with 3/16" fillei welds oll sides ond full lengih of contocl surfoces unless noled. Use E70 welding elecirodes. C. Finish: Pointed block. 2.03 FABRICATION A. Generol: 'I . Fobricoie in occordonce with AITC Stondords for specified structurol ond oppeoronce grode reguiremenls. 2. Moke odeguole provision for possible ereclion stresses. 3. Do not splice or join members in locotions other lhon fhose indicoted on lhe Drowings. B. Hordwore: l. Fobricote sleel hordwore ond conneclions with ioints neolly fitted, welded ond ground smoolh. 2. Cleon, prepore ond shop pdme sleel hordwore ond conneclors. 3. Do not prime surfoces in coniocl with concrele.4. Weld oll sides ond full lengfh of contocl surfoces unless olherwise noted. Use E70XX welding electrodes. C. Seoling: Unless otherwise indicoled, opply o cool of end seoler lo ends of oll members os soon os procticoble ofler end lrimming. D. Protection: lndividuolly wrop members ofter fobricotion. PART 3 - EXECUTION 3.OI PREPARATION A. Field Meosuremenls: Toke meosurements on site os reouired for conecl fobricolion ond instollolion. 3.02 ERECTION A. Bolt Holes: Field drill ofler members ore in plqce lo insure posilive uniform beoring. unless nofed olherwise. I I I I I t I I I I I I I I I I I I I sMA 26019.00 6-12 I r B. Plocemenl: Fil memben logether properly ond occurotely wilhoui trimming, culling or olher unouthorized modificotion. Accurotely ossemble to lines ond elevotions indicoted I on shop drowings.r C. Assembly: I l. Accurolely ossemble lo lines ond elevofions indicoted on Drowings. I 2. Align ond odjust members forming port of o complete frome or slructure before foslening.3. Cleon beoring surfoces which will be in permonenf coniocl before ossembling I memoers.t 4. No driffing or culling to enlorge unfoir holes will be ollowed.5. Provide lemporory suppods, brocing ond onchoroge required to hold members in ploce until perrnonently secured. I SECTION 062IO EXTERIOR FINISH CARPENTRYIT PART I -GENERAL r l.0l SUMMARY - A. Section lncludes:L Exlerior wood lrim ond foscio,I 2. Exleriorwood sloin.t 3. Wood soffils.4. Wood roiling ond cops. I 5. Wood louver olfic venfs with insect screens. B. Reloted Sections:l. Timber Retoining Wolls ond Sleps: Seclion 02835. I 2. HeovyTmberCbndruciion: Section06l30. I 3. Wood Decking: Seciion 0615O.4. Glued-Lominoted Sfruclurol Units: Seclion 06182. r 5. Wood Siding ond Goroge Door Finish: Seclion 07468 Wood Siding.rI PART2- PRODUCTS I 2.or EXTERToR wooD FtNtsH MATERIALSrA. Generol Requirements for Exterior Wood Moteriols: - l. Moislure Conlent: Minimum 9 percent, moximum 15 percenl of defivery. It B. Trim ond Foscio Moleriol: Molch exisfing.I. Finish: Stoined underseclion 09900. I C. Exterior Sfoirs:l. Slringers: Redwood lo molch decking. r 2. Treods: WooddeckinginoccordqncewifhSectionO6l50. I 3. Risers: Trim moleriol to motch decking specie ond finish. D. Soffit Boords: lx6 Weslern Red Cedor, T&G, S4S smooth lexfure, Vgroove, Seled l.ighl I Knoily Grode (STK). I I sMA 26ole.0o I 6-13 E. Wood Roiling ond Cop: '| . Species: Mossorondubo or Jolobo os selecled, seleci, cleor. 2. Finish: Smooth. Tronsoorenl finish under Seclion 09900. F. Atlic Venls: |. Moleriol: Kiln-dried. io motch exlerior wood lrim.2. Blode Type: Fixed with oluminum mesh insecl screen. 3. Finish: Semi-tronsoorent stoin under Section 09900. PART 3 - EXECUTION 3.OI INSTALLATION A. Exterior Trim qnd Foscio: Wherever possible, provide eoch lenglh of finish in single piece. Foce noil info froming using oluminum cosing noils. Drive flush bul do nol sel. B. Wood Sloirs: Insloll stringen, lreods ond risers os indicoted.l. Treods: Screw io slringers os specified for porch decking. See Seclion 06150. 2. Risers ond Trim: Secure noil trim to prevent cupping or worping. Use non-conosive box or cosing noils driven flush Wlh foce or lrim. Do nol sel noils or mor surfoce. C. Wood Soffifs: Blind noil with finish noils driven flush. D. Roilings: l. Instoll os indicoted with stoinless steel noils ond screws.2. Provide golvonized metol connectors if requked for rigidily. SECTION 06460 WOOD FRAMES PART I - GENERAL I.OI SUMMARY A. Section lncludes: I . Inlerior wood door fromes.2. Exterior wood enlry door ond sidelite fromes. 1.O2 REFERENCES A. Reference Stondords: Comply wifh following:l. ArchilecJurol Woodwork Inslitufe (AWll - Archiieclurol Woodwork Quolity Stondords, 71h ediiion, Version 1.2, 1999. I.O3 SUBMITTALS A. Submittqls for Review: Submit the following in occordonce wifh Seclion 01330 Submitfol Procedures: l. Shop Drowings: Include conformonce lo required reference slqndord.2. Somoles: o. Moteriol Somoles:I) Submit l'{'long somple of eoch lype ond species of wood frome for opprovol before fobricoiion. I I t I I t I t I I I I I I I I I I I sMA 26019.00 6-14 t I PART2-PR.DU.TS I 2.or wooD DooR FRAMESIA. Interior Door Frome Species: Poplor or Ponderoso Pine. I B. Exlerior Door ond Sidelite Frome Species: Molch door species selected by Architecl.r See Secfion 08210 Wood Doors. I C. Conslruclion: AWI Premium Grode. Plont ossembled wilh corners dodoed ond glued. I Finger joinfing is nol occeptoble. Provide lemporory shipping broces. r D. Windows ond Sidelighls: Tempororily inslqlt gloZng stops. Ir PART3-EXEctrloN I 3.OI FRAME INSTALLATION I A. Generol: ComplywithAWlpremiumGrode. B. Inslollotion:l. Fromes: Instoll squore ond plumb in the opening, wedge ond noil wifh finish noils.2. Trim: See Section 06210 for exferior frim insfolkttion. Interior lrim under Interiors Pockoge. END OF DIVISION 6 I I I I I I t I I I I 2&1e.ffi I 6.15 I I DrvrsroN z - THERMAL AND MOTSTURE pRoTECTToN I Generol Requiremenls: Generol Condiiions, Supplemenfory Conditions ond Division I - Generol Requiremenis cpply to work of lhis division. r sEcTtoN 07133 MoDtFtED BtTUMtNous sHEEi wATERpRooFtNG I PARTI-cENERALtI.OI SUMMARY I A. Seciion lncludes: Membrone woterproofing ol lhe following locofions:l. Roof membrone woterproofing underloyment under shingle roofing. Full coveroge unless oiherwise indicoled on Drowings. I 2. Roof membrone wolerproofing underloyment under ollernote slonding seom melol t roofing. Full coveroge unless otherwise indicoted on Drowings.3. Woterproofing underloymenl over wood sheothing behind sfone veneer lo ot leosl I 4 feel obove exlerior grode. I 4. Horizonlol woterproofing on dywood under stone povers or wood decking where occupied or usoble spoces occur below. Extend 2{" up on oll odjocent verticol r 5. :[:i?:1f;l"l5i:i'i;] ond os indicoted on rhe Drowinss' I I.g2 SUBMITTALS I A. Producl Dolo: Submif in occordonce with Seclion 01330.I B. Quolily Assuronce Submitlols: I l. Cerlificoles: Submil monufocture/s wriflen cerlificqtion lhof opplicotor is opproved I by monufoclurer.2. Monufocfure/s Instrucfions: Submil in occordonce with Seclion 0160O. I C. Quolity Conlrol Submitfols: - L Monufoclurer's Field Reports: See Arlicle 3.04 MANUFACTURER'S FIELD SERVICES2. Monufoclurer's Cerfilicote of Compliqnce: Submit in occordonce wilh Seclion 0la3o. Cerfify opplicotion in occordonce with Monufoclurer's insfruclions ond I specificofions. - I.OB QUALMT ASSURANCE II A. Applicotor: Compony speciolizing in woterproofing.l. Applicofor: Monufoclureropproved. I 2. Experience: ConlinuouslyoppliedwoterproofinginSloteof Colorodoforlhree I Yeors. B. Regulolory Requirements: Producfs sholl be certified to meel the following.L VOC complionl with oll opplicoble federol, stote ond locol regulotions. I sMA 2601e.0o I I I 7-1 1.04 DELIVERY, STORAGE AND HANDLING A. Do not deliver moleriols to lhe site unlil reody for use. Deliver bonding odhesive ond lop seolont in monufocturer's originol unopened conloiners. B. Monufocturer's Recommendotions: Comply wilh the following:l. Store membrone no more lhon lwo polleis high off f he ground. Provide cover on top ond sides, ollowing for odequoie ventilolion. 2. Siore primer, mostic, protection boord odhesive ond liquid membrone in o dry oreo owoy from high heol, flomes or spork.3. Slore prolection boord flol ond off lhe ground, preferobly on o wood plolform. Provide torpoulin cover on top ond sides.4. Store only os much moteriol of poinl of use os required for eoch doy's work. I.O5 PROJECTCONDITIONS A. Environmenlol Requiremenls: Do nol instoll membrone wolerproofing when oir ond surfoce temperolure is below 40 degrees F unless monufqcfurefs recommended speciol moteriols ond melhods ore used. I.06 WARRANTY A. Wononty: Provide lwo yeor written wononty covering moleriol ond instollolion in occordonce wilh Seclion 0l 780. l. Wononly: Include wolerlighl condilion. PART 2 - PRODUCTS 2.OI MATERIALS A. SellAdhered Modified Bifumen Wolerproofing Membrone for Decks:l. Acceptoble Monufoclurers ond Syslems:o. Americon Permoquik Inc. - PQ 71 10.b. Cod'rsle Cooiings & Wolerproofing, Inc. - CCW MiroDRl 860/861. c. Groce Conslruclion Producls - Biluthene 3000 Syslem.d. Approved subsiitute in occordonce wilh Section 01600.2. Membrone: o. Biiulhene 3000 wolerproofing membrone or qpproved substitule by occeploble monufoclurer. b. Moleriol: Composile lominoled sheet of polyethylene film cooled on one side with o foctory opplied rubberized ospholl ond on olher side wilh o removoble proiective releose poper. c. Nominol Thickness: I /16 inch (1.5 mm).3. Primer: Groce WP3000 primer or ofher VOC compliont primer by occeptoble wolerproofi ng monufoclurer. o. Cold Weother Primer: Groce 82 Primer or occepled substiluie qs recommended by woferprooftng mcrnufocturer.4. Mostic: Monufocturerrecommended. 5. Proleclion Boord: I /&inch ospholtic hordboord. sMA 26019.00 I I I I I I I I I I I I I I I I t I I 7-2 I r B. Self-Adhered Modified Bilumen Roof Membrone Underloymenl for Shingle Roofing ond Woterproofing Membrone Woll Underloymenl: ASTM D I 970-01. I l. Acceptoble Monufoclurers ond Syslems: I o. Corlisle Cootings & Woterproofing, tnc. - CCW WIP 200.b. Groce Construction Producfs - Groce lce ond Woter Shield syslem.r c. Approved subsiiluie in occordonce wiih Seclion 0l500.ll 2. Membrone:r o. Groce lce ond Woler Shield or opproved subslilule by other occeptoble monufocturer. I b. Moleriol: Composile lominoled sheef of polyethylene film cooled on one side I wiih o foctory opplied rubberized ospholl ond on olher side with o removoble prof eclive releose poper. I c. Nominol Thickness: 40 mils minimum. t 3' flXLT;,."ffi H:ffij3[:r or orher VOC comprionf primer bv occeprobre o. Cold Weoiher Primer: Groce 82 Primer or occepfed substitule os recommended by wolerproofi ng monufocturer. t C, Self-Adhered Modifted Bitumen Woterproofing Memb'rone Underloyment under Alternote I Sheef Metol Roof: ASTM Dl9704l . I l. Acceptoble Monufociurers ond Syslerns:o. Corlisle Coolings & Wolerproofing, Inc. - CCW WIP 4O3HR heot resistonl roofing underloymenl. I b. Groce Conslrucfion Products - Grqce Ultro high femperoture self-odhered I roofing underloyment system.c. Approved subslilute in occordonce with Section Ol60O.2. Membrone: I o. Groce Ultro high temperoture, self-odhered robfing underloymenl or opproved substilute by olher occeploble monufocturer.b. Moteriol: Composile lominoled sheet of polyethylene film cooled on one side I wilh o foclory opplied rubberized ospholt ond on olher side wilh o removoble I protective releose poper.c. Nominol Thickness: 30 mils minimum. r 3. Primer: Groce WP3000 primer or other VOC compliont primer by occeptoble I woterproofing monufoclurer.r o. Cold Weolher Primer: Groce 82 Primer or occepted subslilule os recommended by woterproofing monufocf urer. I PART3-EXECUTTON 3.OI EXAMINATION I A. Verificotion of Conditions:1. Exisfing Conditions: Exomine substrole before beginning inslollotion.I 2, Surfoces: I o. Sheolhing: Verify sheothing is cleon, dry ond reody forwoterproofing inslollofion. r 3. Nolificotion: Notify Generol Conlroctor of unsotisfoclory conditions in wriling with copy lo Architecf .I B. Acceplonce: Beginning of work meons occepionce of existing condilions by insloller. I I I sMA 260t9.00 7-3 3.O2 3.03 I I I I I t I I I I I I t I t I I I I ? 4. D. PREPARATION Surfoce Preporolion: Remove projections, concrele splotler, generol surfoce dirt ond other foreign moleriols lo leove surfoces in cleon condition suiloble for opplicoiion of membrone.L Cleoning: Cleqn surfoces with high pressure oir to remove dusl, loose slones ond debris. INSTALLATION Generol: Apply in occordonce wifh monufoclurer's recommendotions. Priming:l. Prime surfoce with Bitulhene Primer ot coveroge ol 250 lo 350 sq. fl. per gollon. Apply wilh lombswool roller.2. Prime only oreo lo be covered wilh membrone in one working doy.3. Allow primer to dry one hour or unlil lock free.4. Reprime oreos not covered wilh membrone within 24 hours. Comers:l. Outside Corners: Double cover ouiside corners with initiol strip of sheet membrone I l" minimum widlh centered on oxis of corner.o. Completely cover lhis slrip by regulor opplicolion of sheet membrone.b. Outside Comers: Free of shorp edges. Inspecl surfoces odjocenl to comers ond repok if necessory to provide smoolh dense surfoce.2. Inside Corners: Provide fillei formed with epoxy morlor or lotex modified cemenl mortor ond double coveroge of membrone. Do nol use fiber or wood conl slrips.o. Allemote Melhod: Form fillei wilh liquid membrone Bituthene Liquid Memb'rone ond opply loyer of sheef membrone.3. Apply Bituthene Mostic over membrone seoms within l2'of comen. Roof ond Deck Applicolion:l. Apply membrone from low poinfs lo high points ocross foll line so thot lops shed woter. Sloggerend lops. Roll enfire membrone firmly ond complelely os soon os possible wilh linoleum roller or stondord wqfer-filled gorden roller less thon 30'wide. Protecl foce of roller with resilieni moteriol such os I /2' plqsfic foom or lwo wrops of indoor-ouldoor corpet. Seol end lops ond T-joints ol end of eoch work doy. Apply double thickness of membrone over properly seoled exponsion, construction ond controljoinis.5. Deck Applicolions: Apply double fhickness of membrone. Droins ond Profrusions:l. Projections: Apply double loyer of membrone oround projeclions ol leosf 6" in oll direclions ond seol terminofions wilh Bitulhene Moslic.2, Droins: Apply double loyer of membrrone oround droins qnd ploce beod of Bitulhene Mostic beiween top loyer ond clomping rings ond ol lerminolions. Terminotions: Terminote by presing very firmly lo woll ond flnish with froweled beod of Bilulhene Mostic. F. sMA 26019.00 7-4 I I G. Seoling Seoms:l. Overlop seoms ol leost 2-l /2". Apply succeeding sheel wilh minimum 2-1/7' overlop I ond roll enlire membrone firmly ond complelely os soon os possible to minimizeI bubbles coused by oulgossing of oir or woler vopor from concrele.2. Fishmouths: Slil ond overlop flops, repoir with pofch, press or roll to moke seol, ond I seol edges of polch wilh lroweled beod of Biluthene Mosfic. I 3. Misoligned or Inodequolely Lopped Seoms: Potch with sheel membrone.4. Seol lops wilhin l2' of corner detoils wilh troweling of Bituthene Mostic.5. For verficol opplicolions. use heovy hond pressure ond seom roller on lops. I 3.04 PROTECTION I A. Prolection Boord: Complefely cover deck wolerproofing. Apply with monufoclurer I recommended odhesive. B. Membrones: Do nol ollow woterproofing lo remoin exposed lo sunlight for longer lhon I recommended by monufociurer.I 3.06 MANUFACTURER'SFIELDSERVICES I A. Field Services: Monufoclurer's represenlolive sholl be present dudng opplicotion of deck ond roof membrone. Monufocfurer's certificotion ond wononly ore required before finol occeplonce of opplicolion. See Porogroph 1.02 C Quolity Conlrol Submittols. I SECTION 07I40 FLUID APPLIED WATERPROOFING I PARTI-GENERALI I.OI SUMMARY I A. Seclion lncludes: Fluid opplied woterproofing ol lhe following locolions.l. Oulside foce ol oll exfedor foundofion wolls. Lop over veriicol foce of fooling, I cover horizontql foce of fooling ond extend up exierior foce of concrefe woll to 6" I below finish grode.r 2. Elsewhere os indicoled on lhe Drowinos. I r.o2 SuBMTTTALSIA. Somples: Submil somples of cured membrone ond somples of protection boord, in I occordonce wilh Seclion 01330. I B. Producl Dolo: Submil in occordonce with Section 0133O. I C. Monufocture/s Inslruclions: Submit in occordonce with Section 01600. I D. Conlroct Closeoul Submiff ols: - l. Wononly: Submit in occordonce wifh Section 01780. II r.o3 euALrrY AssuRANcE I A. Applicolor: Compony speciolizing in woterproofing. I l. Applicqlor: Monufoclurer opproved. I SMA 26019.00 7-5 I I 2. Experience: Coniinuously opplied fluid opplied woterproofing in Stole of Colorodo for five yeors. I.04 DELIVERY, STORAGE AND HANDLING A. Delivery: Deliver moleriols in seoled, undomoged conloiners, eoch identified with moteriol nome. dote of monufocture ond loi number. B. Sloroge: Store moleriols in occordonce wilh monufociure/s recommendotions. I,05 PROJECTCONDITIONS A. Environmentol Requiremenls: Insloll moteriols in occordonce with sofety ond weother condilions recommended by monufoclurer or os required by locol, slole ond federol outhorifies hoving jurisdiclion. Do not opply unless ombient lemperqture is minimum of 40" F ond rising. 1,06 SEQUENCING/SCHEDULING Do not begin work until substrofe hos been completed ond penelrotions hove been inslolled so membrone will not be penetroted or domoged by subsequenl work. I.O7 WARRANTY A. Wononty: Provide five yeor writlen wononly covering moteriols ond inslollolion for woterproofing in occordonce with Seclion 01780. I . Wononly sholl cover moinlenonce of woterf ighl condifion. PART 2 - PRODUCTS 2.O1 MEMBRANE SYSTEM A. Monufoclurers: l. Koch Woterproofing Solutions, Inc.2. Accepled subslilute in occordonce wilh Section 0160O. B. Membrone: Tuff-N-DriWoferproofing Membrone. C. Droinoge Boord: Worm-N-Dri WollDroinoge/proiectionlnsulotion boord. PART 3 - EXECUTION 3.OI EXAMINATION A. Verificotion of Condilions: Comply with Secfion 01600. I . Loyoul: Verify lqyout of work before beginnirig insfollolion.2. Existing Conditions: Exomine substrole before beginning inslollolion to verify thot concrete surfoces ore smooth, free of mojor defects, cured ond dry.3. Nolificotion: Nolify Generol Conlrocior of unsotisfoctory condilions in wriling wilh copy to Architecl. B. Acceptonce: Beginning of work meons occeplonce of exisling condifions by insloller. I I I I I I I I I I I I I I I t I I I sMA 260t9.00 7-6 I a 3,O2 PREPARATION I A. Cleoning: Remove concrete fins ond proiecfions, concrele splotler, generol surfoce diri! ond other foreign moleriols to leove surfoces in generolly cleon condilion suiloble for opplicofion of membrone. Cleon surfoces with high pressure oir lo rerhove dusl, looseI slones ond debris. t B. Potching: Polch honeycomb, form tie holes ond grossly inegulor surfoces of concrete.polch wilh Portlond Cemenl groul, concrete or epoxy groul.Ir C. Exponsion, Conlrol, ond Construction Joints: Cleon, prime, fit with bocker rod ond fill with urelhone seolonl. Strip-cool with 60 mils wef film thickness non-flowing lype membrone I to widlh of not less thon fhree inches on bolh sides of joinf . Instqll fibermesh sheel of I some widfh ond top cool enlire oreo. I D. CrocK: Roul or sowcul crocb exceeding l/16" in widlh ond fill wilh seolonl. Slripcool I crocks with 60 mil dry film lhickness non-flowing fype membrone fo widlh of not less lhonr three inches on eilher side of crock. I E. Projeclions: Fill slot oround projecfion wilh bocker rod ond seolont in occordonce wifh I monufocture/' slondord deioils. Sirip-cool wilh 60 mil dry lilm thickness for o widlh of nol less lhon lhree inches oround projeclion. I F. Profeclion: Proiect odiocenf moferiols with drop cloths or mosking os reguired.I G. Melol Surfoces: Remove conlqminonls which moy odversely offect odhesion or I performonce of cooiing syslem ond opply primer. I 3.03 MEMBRANEAPPLICATION I A. Generol: Apply in occordonce wilh monufoclurer's recommendolions ol oulside fqceI of oll exlerior foundolion wolls. I B. Applicolion: Apply in one coot with oirless sproy, roller, squeegee or lrowel lo fhicknes I of nol less ihon 60 mils (in oddilion lo ony preporolion workl.E l. Lop over verlicol foce of footing, cover horizontol foce of fooling ond exfend up r 2. ;i'fiHJffi,:,'."#','J,.:il:[.f :;l?ilt#l:'^'.t;;rizonfo,yoverbrockourondI veriicolly ot bock of blockout lo lop of concrefe. I C. Reglels: Seol with seolont os indicoled ond in occordonce wifh monufoclurer's I recommendof ions- 3.04 CLEANING t Cleon sloins from odjocenl surfoces os recommended by monufocturer. Remove foreign motfer ftom finished membrone surfoce. I 3O5 PROTECTTON/DRATNAGE/TNSULATTON BOARD A. Proieclion Boord: Apply lo membrone surfoces ql oll oreos fo receive eorlh fill. I Coordinote with instollotion of foundofion droinoge system.t I I sMA 26019.00 7-7 I ISECTION O72IO BUILDING INSULATION PARTI-GENERAL I I,OI SUMMARY I A. Seclion lncludes: l. Bolt Insuloiion os indicoted. I 2. Rigid insulofion with funing ol exlerior ond interior wolls. 3. Reploce existing building insulotion wiih new fibergloss insulotion. I B. RelotedRequiremenls: L Foom lnsulolion: Seclion 07215 Sproyed Insulotion. I2. Mechonicol Pipe/Plumbing Insulotion: Provided under Division 15 Mechonicol. I C. Reloted Seclions: l. Foundolion lnsulotion: Seclion 07140 Fluid Applied Wolerproofing I2. Vopor Relorders: Seciion 07260. I3. Rigid Roof Insulotion: Section 07538 Fully Adhered EPDM Membrone Roofing. 4. Acousticol Insulolion: Section 09820 Acouslicol Insulolion ond Seolonts. PART2-PRODUCTS I 2,O1 BATT INSULATION A. Monufocturers: I l. Owens-Coming 2. Johns Monville 3. CerloinTeed Corp. I 4. Accepted substitufe in occordonce wilh Section 01600. B. Insulolion: Fibergloss botls. tl. R-Volue/Thickness: o. Exterior Wolls: R-lg. b. Ceilings: R-38/Full depth.2. Widfh: As requked lo fif froming. t 3. Focing: o. Krofl poper foced in wolls ond between floors ond ceilings. Ib. Foil foced where locqied below heoting coils. I4. Vopor Bonier: Section 07260. 2.O2 RIGID INSULATION r A. Rigid lnsulotion ol Exlerior Wolls:l. Monufocturen:o. Dow Chemicol Compony. Ib. R-Mox Inc.c. Apoche.d. Johns Monvillee. Accepted substilute in occordonce with Section 01600. t 2. Insulotion: Dow Thermox Sheolhing, polyisocyonurote foom plostic core wilh reflective foil foces on bofh sides.o. Thickness: As indicoled. I sMA 26019.00 7-8 T I I r 3. Adhesive: As recommended by monufoclurer. I B. Rigid Insutotion ol Inlerior Woils:I l. Monufocturerc:o. Dow Chemicol Compony.b. R-Mox lnc. I c. Apoche.d. Johns Monville I 2. i;,,iiiii5,,*',;:'#E'lr5".iJi:ffi,IlT,::::il,?'"ffiinswi,h renecfive roirt foce on one side.o. Thickness: % inch to 2-inch lhicknesses os indicoted. I 3. Adhesive: As recommended by monufoclurer. I PART 3 - EXECUTION I 3.ol TNsTALLATToNIA. Blonkel or Bolf Insulolion: Instoll insulolion occording lo monufoclure/s I recommendolions. Fit tighf to odjoining wo* ond odjoining insulofion to form I completely light enclosure free from open joints, holes, crocks ond voids. Altoch insulotion in ploce in monner insuring stobility ond lo eliminqte sqgging.l. Foced Botls: Secure flonges to frqming for leok free bonier. I 2. Completely fill spctces belween window ond door fromes ond odjocenl tromingI with unfoced bolls. I B. Rigid lnsulolion: Insloll insulotion boord in os lorge sections os possible in order lo minimize I ioinls. Apply boord fo bocking using odhesive methods recommended by monufoclurer.l. Exterior ond Inlerior Woll Insulofion: Instoll os indicoled between funing. Instoll insulofion for o tighf fii withoul holes or crocks.I I SECTION 07215 SPRAYED INSULATION I PART I -GENERAL I r.or SUMMARY t A. Seclion lncludes: I l. Sproyed foom insulolion os indicoted. I 2. Sproyed foom insulolion ol floor rim joisls.r 3. Sproyed foom insulofion ol hose bibbs ond olher locolions os indicoted. I r.o2 suBMrnALs I A. Submiltols for Review ond Accepfonce: Submil the following in occordonce wilhr Seclion 01330. f l. Producl Dqlo: Provide dolo on moieriols, describing insulolion properiies, surfocer buming chorocteristics. r I SMA 25019.m 7-g I I B. Quolily Assuronce Submittols: Submit lwo copies of lhe following for Archilect's informolion.L Monufoclurer's lnstollolion Inslruciions: lnclude speciol procedures ond perimeler conditions requiring speciol treolment.o. Moinfoin o seporote copy on site unlil complefion of sproyed insulotion instollotion.2. Monufociurer's Cerlificole: Certify thol products meet or exceed specified requirements. I.O3 ENVIRONMENTALREQUIREMENTS A. Toxicity/HozordousMoferiols:l. Oulgossing/Reoclivily:o. Formoldehyde: Producfs contoining ureo-formoldehyde will nol be permilled. b. Chlorofluorocorbons (CFCs)/HCFCs: Products ond equipmenl requiring or using CFCs.or HCFCs during the monufociuring process will nof be permiited. I,04 QUALITY ASSURANCE A. Coniroclor Quolificolions: Certified or opproved by lhe monufoclurer ond corrying o cunent cerlificole of quolificoiion; minimum of two yeofs experience in conslruclion proiecls of this kind, wilh moleriol specified; ond employing quolified ond skilled opplicolors properly iroined ond experienced wilh ihe moleriol ond lhis porticulor opplicolion lechnique. B. Requirements of Reguloiory Agencies: Conform lo requirements of opplicoble regulotions ond codes. PART 2 - PRODUCTS 2.O1 SPRAY.APPLIEDFOAMINSULATION A. AcceplobleMonufocturers:l. lcynene, Inc., Mississougo, Ontorio LSN 217 Conodo.cr. Telephone: 80f./7ffi-7325.b. Web Site: www.icynene.com.. B. Polyicynene Sproy lnsulolion: lcynene; hydrophobic, lowdensify, open-cell modified polficynene; conforming to the following:L Thermol Resislonce (R-Volue/inchf : ASTM Csl8;3.6 hrlsq flldegree F/BTU. In.2. Air Permeonce (for 5.25 inches of moterioll: ASTM E2B3; 0.0049 l/m2lsecond.3. WoferVoporTronsmission (for5inchesof moterio|: ASTM E96; l0 perms. 4. Sound Tronsmission Closs (STC): ASTM E90; STC 37 in wood siud woll.5. Noise Reduclion Coefficienl (NRC): ASTM E90; NRC{.7 in wood slud woll.6. Conosion: No signifrconf conosion when in conlocl with sfeel under 85 percenf relolive humidity.7. Bocleriol or Fungol Growfh: No growth; no mqieriol deteriorolion.B. Flome Spreod ond Smoke Developed Roting: ASTM E84:40/<4@.9. Fuel Contribulion: ASTM E84;0. 10. Oxygen Index ASTM D2863; overoge volue 23.1 percenl, C. Vopor Retorder: Vopor retorder poinl or vopor diffusion retorder recommended by insulotion monufociurer. t I I I I I I I I I I I I I I I I I I sMA 26019.00 7-10 I o - pART3-EXEcuTtoN I 3.or EXAMTNATToNI A. Verificolion of Condilions: Exomine oreos lo receive insulotion to ensure conditions ore I solisfoclory for insfollolion. Do nol proceed until surfoces ore solisfoctory. t l. Verify lhot substrole is flqt, dry ond free of honeycombs, fins, or foreign moteriol lhol will impede opplicolion. r 2. Verity thot oiher work on ond wilhin spqces to be insulofed is compleie prior to I opplicolion.I 3. Nofify Architect of condifions lhol would odversely offect lhe opplicotion. I B. Acceplonce: Beginning of instollofion meons opplicolor occepts exisling conditions.I 3O2 PREPARATION I A. Comply wilh monufoclurer's wrilten inslollofion inslructions for preporing substrolesI indicoted to receive insulotion. I B. Mosk ond prolecl odjocenl surfoces from oversproy or domoge. r C. Remove foreign moleriols, dirl, greose, oil, poinl, loiionce, efflorescence, ond other r subsfonces thol will otfecl opplicolion. r 3.03 APPLICATION ;; A. Generol: Apply insulolion in occordonce with monufocturer's wrilten opplicolion t instructions. B. Apply insulolion lo o reosonobly uniform monolilhic density wilhout voids. I C. Thickness: Complelely cover zurloces lo indicoled thicknesses. I D. Locolions: Fill spoces os indicoied. Include lhe following. I I . Fill spoces oround oll hose bibbs penefroting exlerior wolls.2, Apply insulolion fo fill voids oround doors ond windows.3. Apply insulotion lo fill voids oround occessible service ond equipmenl penetrolions. t C. Toke precoution to protecl odjocent surfoces from ou.r-rproy. Cleon ony over-sproy from odiocent surfoces. I 3.04 F|ELD QUALrY CONTROL Inspecl opplicotion for insulqfion lhickness. I 3.05 PROTECTTON r Do not permit subsequent work lo disturb opplied insulotion. I I I sMA 26ole.oo t 7-11 I ISECTION 07240 EXTERIOR INSUTATION AND FINISH SYSTEMS {EIFS} PART I - GENERAL I.OI SUMMARY A. Seclion lncludes: '| . Allernole insuloiion ond finish syslem.2. Fully droinoble insulolion boord.3. Secondory weolher resisiive bonier. B. EIFS Alternote: Section 0123O Alternoles. I.O2 SUBMITTALS A. Submitlols for Review: Submit ihe following in occordonce wilh Seclion 01330:l. Product Doto: Submif monufoclurer's currenl cotolog literolure. Include monufocture/s specificoiions.2. Somples:o. Color Chorts: Submit for Archilect's preliminory color ond lexture seleclions.b, Somple Boords: Submit l2 inch by l2 inch somples of eochlypeof colorond texlure selecled by Architect from color choris for occeptonce. B. Quolily Assuronce Submitlols:l. Certificotes: Submit monufocturer's wrilien certificolion thot opplicolor is opproved by monufocturer.2. Monufocturer's lnstruclions: Submil in occordonce with Section 0l6OO.o. Submit one copy for Architect's informofion.b. Mointoin one copy on sile until completion of syslem inslollotion.3. Submil one copy of cunent ICBO Evoluotion Report. I.O3 QUALITY ASSURANCE A. Quolificotions:l. Applicotor Quolificolions: Syslem monufocfurer opproved ond troined for syslem to be opplied, wilh minimum 5 yeors successful experience in work similor to thoi required by lhis Section.2. Insulotion Boord Monufoclurer Quolificolions: Licensed by EIFS monufociurer for use , in speciiied EIFS sysfem. B. RegulotoryRequiremenls: I . Exterior insulofion ond finish system sholl hove cuneni published ICBO Evoluotion Report indicoiing ICBO opprovol os occeploble melhod of conslruction under fhe UBC, ond documenting complionce with ICBO Evoluotion Acceptonce Crilerio repori AC24 - Exterior Insulolion ond Finish Syslems. I.O4 DELIVERY, STORAGE AND HANDLING A. Delivery: Deliver moieriols in originol unopened contoiners. B. Storoge: I . Slore moleriols off ground ond under cover in dry oreo. Keep insulolion boord oul of direcf sunlighl. I I I I I I I I I I I I I I I I I sMA 25019.00 7-12 I .. 2. Slore ot lemperotures not less thon 40 degrees F.3. Protect melol occessories from rusling during storoge. I 4. Rusled ond woterdomoged moteriols will be subjelt to rejeclion.I I.O5 PROJECTCONDITIONS I A. Environmenlol Requirements:l. Cold Weother Prolection:o. Do nol opply moleriols lo surfoces frozen or contoining frosf. Do not use frozen mqferiols.f b. I odificiol heol is used, locote heoter to prevent concenlrotion of heol or fumes on finish surfoce. I c. Do nol opply if ombienl orsurfoce lemperqture is less thon 40'F. Mointoin lhis t iemperolure 48 houn prior lo opplicotion, during opplicotion, ond for 24 hours ofler opplicotion. I 2. fl" "?:?I'ff i::ln"il,n;-1'::'14;$'fiJ'"::?'3ll;,,,"" evoporo,ion durinsI dry hot weother ond from strong blosts of dry oir, eiiher nolurol or ortificiol. I 1.06 SEQUENCING AND SCHEDULING r A. lnstoll secondory weolher resistive bonier ond flexible membrone floshing ol sills before instolling doors, windows ond ofher penefrotions fhrough the woll. f B. Instoll window qnd door heod floshing immediolely ofter windows ond doors ore inslolled. I C. lnstoll diverter floshings wherever woter con enter lhe ossembly to direct woler lo lher exterior. I D. hstoll copings immediotely off er instollofion of lhe syslem ond when EIFS cootings ore dryI or provide lemporory woterproofing until coping is insfolled. I E. lnstoll seolont immediolely offer irrsfollotion ol the system ond when EIFS cootings ore dry t or provide lemporory wolerproofing unlil seolonf is inslolled. PART 2 - PRODUCTS I 2.O1 MANUFACTURERS I A. Accepfoble Monufocturers - EIFS System Components:I l. Dryvit Systems, Inc.r 2. El Rey Slucco Co., Inc.3. Porex, Inc. l| 1. Pleko Sysfems Intemotionol Inc. I 5. Sto Corp.6. Synergy Accepted subsfilute in occordonce with Section 01600.II B. Acceploble Monufocturen - PVC Droinoge Mol ond Slorler Trock:l. Ploslic Componenls, Inc. l| 2. Accepted substifule in occordonce with Seclion Ol60O. I I sMA 260re.m I a 7-13 I C. Acceploble Monufoclurers - Flexible Membrone Floshing: I l. W. R. Groce.2. Accepied substiiule in occordonce wilh Section 0l 600. 2.O2 EXTERIOR INSULATION AND FINISH SYSTEM I A. Generol: Provide EIFS components from single source EIFS monufoclurer or opprovedsupplier. I B. Syslem: Slo RoinScreen ll orequol of other occeploble monufocturer. IL Woll System: See System Noies on Drowings. Io. Sheothing: Plywood sheolhing in occordonce wilh Section 06100.b. Secondory Weother Resistive Bonier: No. 30 ospholtsof uroted orgonic leli in occordonce wilh section 06100. ^,,^ :":.::::_::::^-:: I2. Insulotion: Exponded polystyrene boqrd odhered lo sheoihing over weoiher resislive bonier.3. Siucco Finish:o. Fibergloss reinforced, ocrylic modified bose cool. Ib. Acrylic bosed synlhelic finish cool. C. Flexible Membrone Floshing: Rubberized ospholt cold opplied, self odhering membrone. I D. Droinoge Mof: UltroJofh, o self-funing PVC loth monufoclured by Plostic Componenfs, lnc. E. Adhesive: Monufocfurer's slondord foclory blended polymer-modified cemeni-bosed I odhesive. F. Bose Cool: Slo RFP, one-componenl reody mlxed non-cemeniitious, fiber reinforce6 I ocrylic bose cool. G. Reinforcing Mesh: Alkoli resisiive ireoled, open-weove gloss-fiber fobr-rc reinforcing mesh. Il. First Floor ond Poropets: Slo Armor Mol, high impoct, double strond, inlerwoven mesh. Nominol l5 oy'sq. yd.2. Oiher Locotions: Slo Mesh, symmelricol, infe.rloced mesh. Nominol 4.8 ozlsq. yd. I H. Finish Cool: Slo Stolil ocrylic bosed fociory mixed cooling wifh integrol color ond lexlure.l. Colors: Minimum 2 colors, moximum 4 colors required os selected by Architect. I2. Texture: As selecled by Architect. I3. Cemenf: ASTM C]50. Portlond cemeni Type l.4. Woter: Cleor ond potoble. 2.O2 INSULATION BOARD I A. Insulotion Boord: Exponded polysfyrene (EPS) insulotion boord in complionce with ASTM I C578 Type I requiremenls, ond EIMA Guideline Specilicolion for Exponded Polystyrene I (EPS) Insulolion Boord, minimum I inch (25 mml fhick..l. Type: Routed exponded polystyrene rigid foom insulotion boord.2. Flome Spreodl Les lhon 25.3. Nominol Densily: 1.0 lbs./cu. fl. I 4. Insuloting Volue: K of 0.23 per inch.5. Thickness: As indicoled on Drowings. I6. Insulolion Monufocturer: Approved by system monufoclurer. I sMA 26019.00 7-14 I I t I I I I I I I I I I I I I T I t I t o 2.O3 ACCESSORTES A. StorterTrock: Rigid PVC (polWinyl chloride) ploslic lrock with weep holes ond drip edge os furn'rshed by Ploslic Componenls, Inc. (Port No. STDE). B. Melol Accessories: Non-conosive ond fobricoted with golvonized, exponded mesh flonges.l. Cosing beod.2. Control Joint "V'. 3. Drip screed. PART 3 - EXECUTION 3.OI PREPARATION A. Protection: Provide dropes, drop clolhs ond other protecfion required to protecl odjqcenl surfoces frbin domoge during finish operotions. 3.O2 INSTALLATION A. Generol: Insfoll wolerproofing membrone, insulotion, reinforcing mesh, lrim qnd finish cool in occordonce with ICBO AC24 ond monufocture/s recommendotions. B. Insuloiion: Apply with odhesive in occordonce wilh Monufoclurefs wrilten insiructions.L Apply in running bond wiih ioints sfoggered ond interlocked ot corners.2. Align edges to produce flol surfoces.3. Sond high oreos lo produce flol surfoces. Rosp EPS smooth ond flol, shoping corners ond openings Jo indicoted profiles.4. Adhere bock-wrop mesh to EPS of oll openings ond ferminolions where occessories ore nol deloiled. D. Bose Coof: Apply uniform coot of odhesive of o roie of opproximotely I /8 inch, filling in holes ond olher surfoce deviolions. While odhesive is slill wei, embed reinforcing mesh inlo wet odhesive ond smooth lo flush surfoce, rernoving oll wrinkles ond loose fobric. Lop mesh edges 2-ll2'.l. Firsl Floor ond Poropels: Provide high impoct mesh.2. Allow lo dry 24 houn. F. Finish Cool: Apply wilh cleon sioinless trowel in coniinuous operoiion wilhoul cold joinls in color ond fexlure to molch occepled somples ond mock-ups. I . Form to speciol shopes ond lines qs indicoted. 3.04 CLEANING A. Cleon odjocent surfoces sploflered with synlhetic ploster. B. Remove ploster ond protective moferiols from exponsion beods, perimeier beods ond other exposed occessory mof eriols. sMA 26019.00 7-15 SECTION 07260 VAPOR RETARDERS PART 'I - GENERAL I.OI SUMMARY A. Section Includes: l. Continuous vopor relorder over subgrode in crowl spoces. 2. Crushed rock proleclion loyer over vopor retorder in crowl spoces. 3. Coniinuous vopor relorder compleiely covering oll exlerior woll insulolion ond ceiling/roof ossemblies on worm side of slud wolls, ceilings, ond elsewhere os indicoled. 1.O2 REFERENCES A. Reference Slondords: Comply wilh following. 'I . ASTM D897-96 Stondord Specificolion for Polyethylene Sheeling for Consfruclion, Industriol, ond Agriculturol Applicotions. I.O3 SUBMMALS A. Producl Dolo: Submil lo the Archilecl copies of monufoclurer's specificolions covering oll moleriols ond occessories. I.O4 DELIVERY, STORAGE AND HANDLING A. Delivery: Deliver in originol unopened monufoclurer's contoiners wiih lobels infocl. B. Slore in woy protect from domoge ond keep dry. PART 2 - PRODUCTS 2.OI CRAWL SPACE VAPOR RETARDER A. Acceptoble Monufoclurers ond Producfs:l Bonier-Boc, Inc., www.bonierboc.com - VB-250, l l mil, fhree loyer, co-exfruded bioxiolly orienled polyethylene membrone monufoctured wilh virgin resins. 2. Stego Industries, LLC, www.siegoinduslries.com - Stego Wrop Vopor Bonier, exlruded lO mil lhickness polyolefin membrone monufoclured wilh virgin resins. 3. W. R. Meodows, Inc., www.wrmeodows.com - Seollight Vopor-Mot, l0 mil f hickness polyethylene film. B. Joint Tope: As recommended by the monufoclurer. C. Grovel Cover in Crowl Spoces: Cleon, woshed crushed rock, % inch. 2.O2 INTERIOR VAPOR RETARDERS A. lnterior Vopor Retorder: 6 mil virgin polyefhylene sheolhing.l. Locotions: o. Worm side of studs under gypsum boord.b. Below wood froming ond obove gypsum boord ceiling.c. Elsewhere qs indicoted. I I I I I I I I I I I I I I I I I I I sMA 26019.00 7-16 I o - B. Joint Tope: As recommended by the monufocfurer. t C. Fqsteners: Stoples.I PART 3 - EXECUTION I 3.0r PREPARATTON A. Where vopor relorder is insfolled over grode, loke core fo obloin smooth level surfoce. I B. lf vopor borrier is 1o be ploced over o rough gronulqr soil or fill, ploce opproximolely /r inch thickness of fine-groded bose moteriol over subgrode. Roll or compoct lo provide I smooth ond level surfoce wilhout jogged moteriol protruding which could puncture f vopor relorder. 3.02 CRAWL SPACE INSTALLATION I A. Insloll sheels continuously over crowl spoce subgrqde. Lop oll joinls crs recommended by monufocturer ond cut tighf oround oll penetrolions. I B. Tope oll joinis ond edges ond oround oll penetrqfions lo form o leok free bonier. Fostenr lo concrete footings os indicoled on Drowings. I C. Cover with 4 inch grwel proleclive loyer spreod evenJy over vopor relorder.I 3.03 VAPOR REfARDER INSTALLATION AT WALLS AND CEILING I A. Completely coverinsulotion on worm side. B. Toke core lo prolecf vopor bonier from punclure. I C. Lop over froming ond secure in ploce for leok free bonier.l. Foslening to Wood Froming ond Blocking: Stople to wood froming qnd blocking I using minimum'/z inch long sfoples. Slople ol 6 inches on center olong slrucfurol I memben ond blocking ond qf 3 inches in from sheel edge. Run long edge of sheef olong slruclurol members. I D. Tope ioinls wilh vopor resistonl lope recommended by Monufoclurer for this purpose. I E, Seol penelrotions through vopor retorder immediotely prior to inslollofion ol gypsum r boord, Seol oll edges wilh Yulcum silicone coulk seolonl. I SECTION 07270 AIR BARRIERS I PART I - PART GENERAL - IOI SUMMARY I A. Seclion lncludes:L Conlinuous oir infiltrofion ond weof her resislonl bonier over sheolhing ot oll oreos behind new wood siding. I I SMA 26019.00 7-17 I I 2. Coniinuous oir infillrotion ond weother resislonl bonier of exisling oreos lo receive new funing. rigid insulotion ond lxB lop siding over exisling os indicoted. B. Reloted Seclions: l. Fell Weolher Resistont Borrier: Seclion 06100 Rough Corpenf ry. I.O2 SUBMITTALS A. Product Doto: Submil lo ihe Archiiecl copies of monufocturefs specificotions covering oll moteriols ond occessories. PART 2 - PRODUCTS A. Acceploble Monufocfurers ond Producis:l. DuPoni Conslruclion Producls - Tyvek SluccoWrop.2. Accepied substitule in occordonce with Section 01500. B. Joinl Tope: As recommended by the mqnufocturer. C, Fosteners: Stoples. PART 3 - EXECUTION 3.OI INSTALLATION A. Instoll sheels verlicolly wilh com;golions. Stople lo wood froming. Lop oll joinls os recommended by monufocturer ond cut light oround oll peneirolions. B. Tope oll joints ond edges ond qround oll peneirotions io form o leok Jree bonier. SECTION 073I9 WOOD SHAKE ROOFING PART I - GENERAL I.OI SUMMARY A. Section lncludes: l. Wood shoke roofing. 2. Felt underloymenl. 3. Reloted occessory moferiols. B. Reloted Seclions:l. Woterproof Underloyment: Seclion 07t33 Modified Bifuminous Sheel Wolerproofing. I,02 SUBMITTALS A. Product Dolo: Submil cotolog dofo for eoch lype of shoke ond occessory ifem proposed for use. I I I I I I I I I I I I t I t t I I I sMA 26019.00 7-18 I r l.o3 euALtTY ASSURANCE I A. Regulolory Requiremenls:I l. Fire: Wood roofing shokes sholl be fire relordont pressure lreoted for Closs B fire roting. Eoch bundle of shokes sholl hove UL lobel otlciched. I 1.04 WARRANTY A. Wononly: Provide two (21 yeor wriiten wononly covering moteriols ond inslollotion inI occordonce with Secfion 017@. I I.O5 MAINTENANCE I A. Exfro Moleriols: Al compleiion of the work, deliver lo the Owner replocemenl shokes in ihe omounl of I % of ihe totol of eoch lype'bf shoke inslolled. I PART2-PRoDUcTsI2NI ROOFING MATERIALS I A. Cedor Shokes: All roofing shokes sholl be No. I Medium hond splil ond resown Redr Cedqr shokes. Shokes sholl be l&inch lengths, '/z-inch butt thickness.L Eoch bundlesholl beorlhelobelof lhe CedorShoke ondShingle Bureou. Provide I speciol lS'slorters ol eove line. All roofing shokes sholl be prersure f reoied to meel I UL 790 ond sholl hove the equivolenl of Closs B fire roling. I B. Roofing Fell: No.3O felt occeploble for required fire roiing. PART 3 - EXECUTION I 3.ot PREPARATToN I A. Generol: Insloll roofing shokes in occordonce with monufoclure/s recommendof ions. I B. Loyout: Loyouf roofing in occordonce wilh monufoctureds recommendolions,I C. Wolerproof Memb'rone: SeeSection07l33. I D. Roofing Fell: Cover oii surfoces of sheothing ond wolerprooling membrone with #30 fell prior fo inslollolion of shqkes. I 3.O2 ROOF SHAKE APPLICATIONI A. Insloll shokes slightly stoggered with opproximote l0'weother os indicoied on the I droWngs. lnterweove #30 roofing feli wifh eoch loyer I B. Begin wiih double slorler coune ot eove line using speciol slorter shokes. Apply shokes r with butts lo the slroighl line storting ot fhe eove line. Slople shokes info wood sheolhing I wilh two (2) only electro-golvonized sloples per shingle. Drive sloples flush bul do nolr crush wood. I C. Form hips ond ridges os required using some weolher os the field of fhe roof. I I sMA 260re.00 I 7-19 3.04 COMPLETION Ai completion of Proiect, reploce worped or domoged shakes os direcled by lhe Architeci. SECTION 07468 WOOD SIDING PART I . GENERAL ].OI SUMMARY A. Seclion Includes: l. Lop siding. 2. Wood finish for goroge doors. 3. Reloted occessory mqteriols. 1.O2 REFERENCES A. Reference Stondords: See Seclion 01423. Comply wiih following: l. Weslern Wood Products Associotion Stondord Poiterns for Siding ond Ceilings, I.O3 SUBMITTALS A. Somples: Submif lwo {2} stoined somple boords. I . Somple Sizes: 12 inches by 12 inches minimum. I.04 QUALITY ASSURANCE A. Grode Stomps: All siding msteriols sholl be stomped lo indicole complionce wilh oppropfioie porogroph of NLGA or WCLIB sfondord groding rules. I.O5 DELIVERY, STORAGE AND HANDLING A. Storoge: l. Keep moteriols dry. Proleci ogoinst exposure 1o weoiher ond contocl with domp ond wel surfoces.2. Siore siding 4 to 5 inches obove the ground wilh oir circuloting freeV oround ond through the siock.3. lf siding moferiols ore slored over domp ground or fresh concrele, ploce o moisture bonier under lhe siding. PART 2 - PRODUCTS 2.O1 LAP SIDING MATERIALS A. Lop Siding: L Moleriol: WRCLA Wesfern Red Cedor. kilndried.2. Grode: NLGA Porogroph 204o. Selecf Knotty Grode.3. Potfern: WWPA Potlern WP-l l.4. Size: Nominol I x 8.5. Lengths: 6 feel tol6 feel.6. Fxposed Surfoce: Sow texlured. I I I I I I I I I I I I I I I I I I I sMA 26019.00 7-n 7-21 I I I I I t t I I I I t I I t I T II t B. Finish: Sloined under Seclion 09900. C. Weofher Resisloni Bonier Behind Siding: See Section 07270 Air Boniers. 2.O2 TONGUE AND GROOVE SIDING MATERIATS FOR GARAGE DOORS A. Wood Tongue ond Groove Siding:l. Moferiol: WRCLA Western Red Cedor, kiln-dried.2. Grode: NLGA Porogroph 200b. Grode A, Cleor.3. Poftern: Cenier molched, squore edged, tongue ond groove.4. Size: Nominol lx6.5. Lengths: 6feeliol6feel.6. Exposed Surfoce: Smoofh surfoce foce. 2.03 FASTENERS A. Noils: Spliiless siding noils with ring or sphol shonks ond flqt, texfured heods.L Length: As requked to penelrole wood studs or blocking minimum | % inch.2. Moleriol: No. 304 sloinless sleel.3. For 5/8 inch or % inch Siding: 6d.4. For 7/8 Inch Siding: 7d. PART 3- EXECUTION 3,OI EXAMINATION A. Verificotion of Condilions: Comply wilh Section 01600. I . Loyouf: Verify loyoul of work before beginning insfollolion.2. Exisling Condifions: Exomine substrole before beginning inslolloiion-o. Exomine surfoces for inodequote onchoroge, droinoge, foreign moieriol, moislure ond unevenness lhof would prevent execution ond quolily of qpplicoiion of siding syslems.b. Blocking: Ensure proper blocking provided underSecfion 06100.c. Weolher Resislonl Bonier: Ensure proper inslollolion ond full coveroge over sheothing lo receive wood siding.3. Nofificolion: Nolify Generol Controctor of unsotisfoclory conditions in writing with o copy lo Architect.4. Acceptonce: Beginning of work meons qcceptonce of exisfing condiiions by instoller. 3.02 PREPARATION A. Siding ond Finish Trim Boords:L Acclimolizolion: Store siding moteriols in dry locolion unfil moislure content hos reoched overoge l2 percenl ond moximum of 14 percenl tor individuol pieces. 2. Priming: After wood hos been occlimofized to reoch eguilibdum moisfure contenl ond before beginning instollolion, cool oll surfoces wifh prime cool of specified finish.o. Finish: Secfion 09900. B. Funing Slrips: Insfoll true io lines ond levels. Spoce funing ond storter courses occording lo size ond orienfolion of siding os indicofed. sMA 26019.00 3.03 INSTALLATION A. Lop Siding: Noil ol eqch slud ond in blocking using sloinless steel noils os specified ond indicoted. L lnsloll horizontolly qs indicoled, slorling wilh boltom course. Allow l,/8-inch exponsion gqp between pieces. Fosten wiih one fosfener one inch up from the lop oi eoch beoring. 2. Noils sholl penelroie solid wood minimum I-l /2 inches. 3. Miter corner joints. B. Wood Finish on Goroge Doors: T&G siding boords instolled horizonlolly os indicoied. l. Trim: Secfion 06210. C. Finish: By pointing subconlrocfor under Seclion 0990O. SECTION 07538 FULLY ADHERED EPDM MEMBRANE ROOFING PART I - GENERAL 1,OI SUMMARY A. Section lncludes: 1. Fully odhered EPDM single membrone roofing ond bose floshings for roof crickets qs indicoled. 2. Rigid lopered roof insulotion. 3. Bonding odhesives, lop seolonfs, ond olher occessories. B. Membrone Roofing Alfemote: Seclion 01230 Alternoles. I,O2 REFERENCES A. Reference Stondords: Comply wiih the following.l. ASTM C72A97el - Perlite Thermol Insuloiion Boord.2. ASTM D4637 - Specificolion for Vulconized Rubber Sheel Used in Single-Ply Roof Membrone. 3. FM 4470- Approvol Stondord - Closs I Roof Covers.4. Loss Prevenlion Dolo I -28 - Wind Loods to Roof Svstems ond Roof Deck Securement, June | 998 edilion. 5. Loss Prevenlion Doto l -29 - Above-Deck Roof Componenls, June 1998 edition.6. UL Slondord Specificolion 790 - Test Stondord for Determining the Fire Retordoncy of Roof-covering Moteriols. 7. UL Roof Moleriols ond Systems Directory.8. UBC Slondord l5-6 - Modified Bitumen, Thermoplostic ond Thermosel Membrones Used for Roof Coverings. I.O3 PERFORMANCEREQUIREMENTS A. Provide wotertighl, leok free roofing system copoble of wilhstonding ihermolly induced movement ond exposure lo weother wilhoul foilure. B. Wind Uplifl Resislonce Copocity:L Provide fully odhered syslem meefing FM windslorm Ctoss I -90. I I I I I I I I I I I I I I I I I I I sMA 26019.00 7-22 I r 2. Provide fully odhered syslem sufficienl to resisi wind upliff pressures colculofed in occordonce with the I997 edition of the Uniform Building Code for indicoled building height using 80 mph bosic wind speed ond Exposure C.I I.O4 SUBMITTALS I A. Product Dolo: Include monufoclurer's specificotions covering roofing syslem moleriols ond melhods proposed. lnclude monufocture/s slondord detoils lor seoming ond floshing. I B. Shop Drowings: Indicole loyoui of individuol membrone sheets.l. Include detoils of penetrolions ond perimefer. t 2. Indicole floshing detoils. I 3. Include lopered roof insuloiion lhickness ond loyout. - C. Quolily Assuronce Submillols: I l. Credenliqls: Prior to storling the roofing, submil credentiols fiom roofingI mqnufociurer of opplicotor opprovol.2. Wind Uplitl Reporf: Submil copies of lesting reporls indicoling roofing sysfem hos I been tested ond opproved forwind uplift criledo specified. t 3. Prior lo storting roofing, submil o signed stoiement by membrone monufocturer lhol 4 lffi:lJ'l?':::'P*'3il$'5^'fi'jii,1ie,#,:T,Bfif"JJ::ff':H::ffi:'":'fi*o-otion Moinloin one copy on sile until complelion of roofing syslem insfollotion.I D. Quolity Conlrol Submiflols: Submil in occordonce with Seciion 01450. I l. Monufoclure/s Field Reporfs: I o. Submil wrillen report from monufoclure/s represenlotive ofler inspection of roof deck 1o verify deck is sofisfoclory for insfollotion of system. r *:fl'H?3]::l'U:?:*g1i:"tins roor hos been insrorred in occordonce wiih I E. Conlroct Closeouf Submittols: Submit in occordonce with Section 01780. I L Record of Work: Submil writlen records indicoling temperolure ond moisture t conditions ond lhe lype ond locofion of work being done during eoch doy of roofing operotions.2. Wononly.II I.05 QUALIY ASSURANCE I A. Instoller Quolificofions: Roofing monufocturer licensed insloller. Ir B. Fire Resislqnce Requirements:l. Exlernol Fire Resislonce: UL Clos B. I C. FM Listing: Membrone, bose floshings ond olher components of sysfem sholl meet FM 4470 os port of roofing syslem lisled in FMRC Approvol Guide for Closs I for I noncombuslible conslruction, os opplicoble. I r.06 DELrvERy, ST'RAGE AND HANDLTNG I A. Hondling: Hondle insulotion ond rolled goods fo prevent domoge to edges or ends. I I I sMA 26019.00 7-23 B. Sloroge:L Slore off lhe ground ond keep covered with woterproof covering. Moieriqls ihot become wet will be subjecl io rejecfion.2. Slore oll moleriols in o dry oreo ond of o lemperolure belween 60 degrees ond 80 degrees F.3. Reploce domoged moleriols.4. Do not leove insulolion exoosed lo weolher. 1.O7 PROJECTCONDITIONS A. EnvironmentolRequirements: I . Do nol expose membrone ond occessories lo o conslont temperofure in excess of I B0 degrees F.2. Follow monufoctureis recommendotions during cold weolher.3. Adhesive Applicotion: Temperoture sholl be minimum 40 degrees F ond rising. B. Adjoceni Moleriols: Do not use oil bosed or ploslic roof cement. Do nol ollow woste producis (peiroleum, greose, oil. solvents, vegeloble or minerol oil, onimol fol) or direct sfeom venling to come in conlocl wifh membrone roofing system. I.O8 WARRANTY A. Provide o monufocture/s wriften tolol syslem wononly ogoinsf defecls in moleriols ond workmonship in roofing system for o period of ten (,|0) yeors in occordonce with Section 0r 780. PART 2 - PRODUCTS 2.OI MANUFACTURERS A. Acceptoble EPDM Sheet Monufoclurers:l. Corlisle SynTec, Inc.2. Fireslone Building Products Compony.3. Accepled substilute in occordonce wilh Section 0160O. B. Acceploble Roofing Sysiems:l. Corlisle SynTec Inc. Sure-Seol fully odhered EPDM system.2. Firestone RubberGord EPDM Fully-Adhered System.3. Approved subsfilule by occepted monufoclurer. 2.O2 ROOFING MEMBRANE MATERIALS A. EPDM Sheel Moleriol: ASTM D4632 Type l. Vulconized elostomeric lerpolymer of elhylene, propylene ond diene.L Thickness, Grode ond Closs: 60 mils, nominol, Grode I ond Closs U, unreinforced.2. Exposed Foce Color: Whife or Groy. B. Sure-Seol System ond RubberGord Syslem Moleriols:l. Membrone: Codisle Sure-Seol or Fireslone RubberGord non-reinforced, 0.060 inch minimum fhickness, block EPDM rubber sheet.2. Bonding Adhesive: Monufoclure/s slondord woter-bosed bonding odhesive.o. Vololile Orgonic Compounds (VOC): Moximum 50 groms VOC'S per liter. I I I I I I I I I I I I I I I I I I I sMA 26019.OO 7-24 I r 3. Splicing Cement: Roof membrone Monufoclurer's stondord producl. I 3: :,,9i'5:ti1iS.:!$i3oon",,,I 4. Splice Cleoner, Lop Seolonl, In-seom Seolonl, Woler Cut-offs ond Miscelloneous Accessory Moleriols: Roof membrone Monufocture/s slondord producls. I 5. Pre-cleoned Membrone: Conlroclor's opfion. I 2.03 ROOF INSULATION I A. Generol: Provide insuloiion boord ond fostening syslem opproved ond fully wonontobleI by roofing monufoclurer for use wilh fully odhered single ply membrone system. I B. System Descriplion: Roofing insuloiion syslem sholl be topered rigid perlite boord I insulotion os indicoted. mechonicolly tqsiened to wood rool sheolhing. C. Perlite Insulqlion: ASTM C728. High densify boord composed di exponded perlile, I blended wilh binders ond fibers wilh proteclive cooting on foces.I L Provide insulolion of monufoclurer ond type opproved by roofing membrone monufocturer. I 2. lhickness: Minimum | /2inch. Focfory-lopered lo provide consistenl surfoce slopes indicoted.r 3. Minimum Compresive Strength: 35 psi.4. Minimum slope I /4 inch per foof ond moximum 7z inch per foot lo droins. I D. Insulolion Fosteners: Fully coofed with monufocfurer's stcindord fluoropolymer poinl for conodon resistonce. Provide lype opproved by FM 4470 ond wonontoble by I monufociurer for roofing insulolion ond wind uplifl criterio. I 2.04 FLASHING I A. Floshing: CorlisleSure-Seol orFirestoneRubberGord,0.060"thick,orequol ofother I occepioble monufocfurer.l. Wolls, Poropets ond Curbs: Cured EPDM membrone floshing wilh reinforced r\ securement slrip. I 2. Metol Edging: Cured or semi-cured EPDM membrone floshing os recommended byI monufqclurer.3. Penetrolions, Corners ond Other Locotions Where Floshing Membrone Must Be I Formed: Elostoform uncured neoprene. _f| 4. Provide cured ond uncured floshing sheel in occordqnce with monufoclurer's slondord floshing deloils. taI PART3-EXECUTIONI 3.OI EXAMINATION I A. Verificolion of Conditions: Verify thot work of olher trodes which penelrotes rool deck hos been compleled. Exomine surfoces for inodequole onchoroge, droinoge, foreign I moferiol, moislure ond unevennes which would prevent lhe execulion ond quolity of I opplicolion of roofing syslem os specified. Reporf unsotisfoclory conditions to fhe - Generol Conlroclor. I B. Acceplonce: Do not proceed unlil ihe surfoce to be covered is occepfoble. Beginning I of work meons occeplonce of subslrqie. I SMA 26019.00 7-25 I I 3.02 PREPARATION A. Surfoces: Dry ond broom cleon before beginning work. Cleon roof droins ond colleciion boxes os indicoted ond resei if droins ond boxes ore noi ol .lhe proper level to droin lhe finished roof. 3.03 INSULATIONINSTALLATION A. Topered Insulofion: Insioll fopered insulotion in occordonce with occepted shop drowings. Atloch wiih odhesive os required lo prevent shifling or blow-off prior fo plocemenl of membrone. B. Joints in insulofion boords sholl be l/4'or less in widlh. Insloll no more insulolion ot one time thon will be protecled from roin or snow by instollolion of roofing membrone on lhe some doy or prior to sform, lnsloll lemporory woler cutoffs ol completion of eoch doy's work ond remove upon resumplion of work. C. Mechonicolly fosien insulolion lo wood roof sheolhing os required to meel specified wind uplifl requiremenls ond in occordonce wifh roofing system monufocturer's instruclions ond recommendotions. 3.04 EPDM MEMBRANE INSTALLATION A. Instollotion: Insloll membrone fully odhered over insulotion. Apply, lop ond splice using melhods ond moteriols recommended by ihe monufoclurer. B. Membrone Bonding: Insfoll membrone in monnerwhich ollows temporory seoling on down-slope surfoce ol end of eoch work doy. l. Unroll membrone ond remove bocking sheel in occordonce wilh monufocturer's insf ruclions.2. Position membrone wilh cleon side down ol locotion where it will be odhered. 3. Fold sheel bock posl foctory seom 1o expose holf of sheel. 4. Apply membrone bonding cement fo subslroie only of role ond using methods recommended by lhe monufociurer5. Allow odhesive to dry lo locky sloge ond roll folded holf ol membrone evenly inlo odhesive. 6. Brush or roll bonded holf of sheel lo fully bond sheel lo subslrote. 7. Repeoi bonding procedure with other holf of sheel. C. Tope Splicing: l. Cleon ond dry surfoces lo be spliced wilh cleoning ogenls ond wipes recommended by monufoclurer. Apply primer. 2. Form splices in sfricl qccordonce wilh monufoclure/s instructions. Apply tope to bollom membrone sheet. Press lope onto sheet using hond pressure. 3. Overlop lope roll ends o minimum of I inch.4. Roll splices to fully bond lops.5. Insloll o 6 inch wide seclion of Pressure-Sensilive Floshing or Elosloform Floshing over oll field splice inlersections ond overlopped tope ends ond seol edges wilh Lop Seolonl. D. Perimeler Altochment: Secure with monufoclure/s recommended mechonicol fosteners ond rubber noiling slrips of roof perimefer ond roof penetrolion curbs ond noilers. I I I I t t T I I I I I I I t I I I I sMA 25019.00 7-26 t t I I I I I I t I I I I I I I I I I E. Floshing: Apply, lop ond splice using melhods, moleriols ond deloils recommended by lhe monufoclurer. Flosh oround penelrolions using foctory prefobricoled pipe seols where possible. Field fobricoled seols moy be used where necessory using monufocture/s stondord def oils. F. Terminofions: Moke terminolions occording lo mqnufocturer's slondord deloils ond os indicoled. 3,05 FIELD QUALITY CONTROL A. Monufoclurer's Field Services: A represenlolive of fhe monufocturer sholl moke on inspecfion upon completion to oscerloin lhql the entire syslem hos been instolled occording lo monufoclurer's specificotions ond deloils. B. Record of Work: Keep o record indicoting temperoture ond moisture condilions ond fhe lype ond locotion of work being done during eoch doy of roofing operolions. Submif in occordonce with submiliols orficle in Porl l. sEcTroN 07s46 THERMOPLASTTC pOLyOLEFtN (TpOt MEMBRANE ROOFING PART I - GENERAL I.OI SUMMARY A. Seclion Includes:l. Allemote fully odhered TPO membrone roofing ond bose floshings for roof crickets qs indicofed.2. Rigid topered roof insulotion.3. Seolonls, fosleners ond of her occessories. B. Membrone Roofing Altemole: Work under lhis section 's under ollernole bid. See Seclion 0l 230 Alternoles. 1.@. REFERENCES A. Reference Slondords: Comply with the following. B. Americon Society for Tesling ond Moteriols Sfondords:l. ASTM C72*97e1 - Perlite lhermol lnsulotion Boord.2, ASTM D1079 -Terminology Relofing to Roofing, Woferproofing, ond Bituminous Moferiols.3. ASTM El08 - Tesl Melhods lor Fire Tests of Roof Coverings. C. Foclory Muluol Reference Sfondords:l. FM 4470 - Approvol Slondord - Closs I Roof Covers.2. Loss Prevenlion Doto I -28 - Wind Loods lo Roof Systems ond Roof Deck Securement, June I998 edilion.3. Loss Prevenlion Doto I -29 - Above-Deck Roof Componenls, June 1998 edilion. D. Underwrilers Loborqtories, Inc. Reference Slondords: I . UL Stondord Specificofion 790 - Test Stondord for Determining lhe Fire Relordoncy of Roof-covering Mof eriols. sMA 26019.00 7-27 2. Roof Moteriols ond Systems Direclory. E. Uniform Building Code Sfondords:L UBC Slondord l5-6 - Modified Bitumen, Thermoplostic ond Thermosei Membrones Used for Roof Coverings. I.O3 PERFORMANCEREQUIREMENTS A. Provide woterlight. leok free roofing system copoble of withslonding thermolly induced movement ond exoosure lo weolher without foilure. B. Wind Uplift Resislonce Copocity: Meel both of following criterio os o minimum. I . Provide fully odhered syslem meefing FM windsiorm Closs I -90.2. Provide fully odhered syslem sufficient to resist wind uplift pressures colculofed in occordonce wilh the 1997 ediiion of lhe Uniform Building Code for indicoled building heighl using B0 mph bosic wind speed ond Exposure C. I.O4 SUBMITIALS A. Submiltols for Review ond Acceptonce: Submil lhe following in occordonce wilh Seclion 0 1 330 Submittol Procedures:l. Product Doio:o. Include monufocturefs specificqlions covering roofing system moferiols ond melhods proposed. b. Include monufoclure/s stondord detoils for fostening, seoming ond floshing.2. Shop Drowings:o. Indicote loyout of individuol membrone sheets ond foslener spocings.b. Include detoils of penelrolions ond perimeier. c. Indicote floshing deloils.d. Include fopered roof insulolion lhickness ond loyoul.3. Somoles:o. Submit Sinch by &inch minimum size somple of membrone.b. Submit somple of eoch type of insulotion ond membrone foslener proposed for inslollotion. B. Quolity Assuronce Submiltols:l. Quolificolions:o. Monufoclurer: Submil cerlificoiion of ten yeors experience in lhe monufocturing of the membrone,b. Credentiols: Prior lo slorting the roofing, submil credentiols from roofing monufocturer of opplicoior opprovol.2. Wind Uplitt Reporl: Submil copies of lesting reporfs indicoting roofing syslem hos been tested ond opproved for wind uplitl crilerio specified.3. Foslener Cerlificolion: Monufocture/s certificolion idenfifying moximum uplifl pressure resisted by fosfener when tested in occordonce with FM 4470.4. Design ond Specificolion Approvol: Submil Drowings, lhis Section, relofed Seclions. ond proposed roofing ond insulolion syslem to Monufocturer for review prior lo submittol of shop drowings. Prior to slorting roofing, submil o signed stotement by membrone monufocturer fhol lhe roofing design ond specificotions ore proper for this porticulor projecl. 5. MonufoctureFs Inslollolion lnslruclions: Submil one copy for Archilecl's informolion. Mointoin one copy on sile unlil complelion of roofing system inslollolion. I I t t t t t I I I I I I I I I I I I sMA 25019.00 7-28 I I r C. Quoliiy Conlrol Submiftols: Submil in occordonce wiih Seclion 01450. 'l . Monufocturer's Field Reporls: I o. Submil wrilten reporl from monufoclure/s representolive ofler inspection oft roof deck to verifv deck is solisfoclory for inslollotion of syslem.b. Submit oddiiionoi reporl indicoling roof hos been inslolled in occordonce wilh monuf oclure/s requiremenls. I- D. Conirocf Closeoul Submittols: Submit in occordonce with Section 01780.l. Record of Work Submil writfen records indicoling lemperofure ond moislure I condilions ond fhe lype ond locolion of work being done during eoch doy ofI roofing operolions.2. Wononly. r 1.05 QUALTTY ASSURANCE A. Insloller Quolificotions: Insloller licensed by roofing monufoclurer.II B. Fire Resistqnce Requiremenls:l. Extemol Fke Resislonce: UL Clos B, -.I C. FMListing: Membrone,bosefloshingsondolhercomponenlsofsyslemshqll meetFM 4470 as porl of roofing syslem listed in FMRC Approvol Guide for Closs I for noncombusiible conslruction, os opplicoble.I a D. PreJnstollolion Conference:l. Before beginning roofing inslolloiion. hold conference wilh Generol Controctor's I Superinlendent, roofi_ng controclor, roofing monufocturer's represenlolive, ond I melol floshing controctor's foremon. Notify Archilecl of meeting ot leosf l0 dqys in odvonce.2. Discuss oll mcrllen perfoining lo roof syslem instollolion, including deloiling, I preporqtion, coordinotion bltween trodes, inslollolion lechniquls ond procedures, I phosing ond scheduling.3. Toke minules ond distribule lo ollending porlies ond Archilect. I I.06 DELIVERY, STORAGE AND HANDLING-A. Generol: ComplywithSeclion0l600. I B. Hondling: Hqndle insulolion ond rolled goods fo prevent domoge lo edges or ends. r C. Sloroge: I l. Slore membrone in originol undisfurlced wropprng.r 2. Sfore oft the ground ond keep covered wilh woterproof covering. Moteriols thot become wet will be subject lo rejeciion. I 3. Slore oll moteriols in o dry oreo ond ol o temperoture belween 60 degrees ond 90 I degrees F.4. Adhesive Contqiners: Store wiih lids iightly closed. r 5. Insuloiion ond Underloyment:I B: 3;["]1",?H'::J1fff;?&":#.ffiil;i;5i?88r","n.,c. Weighl lo prevenl dqmoge during high winds. ll 6. Reploce dqmoged moferiols. I I sMA 26ore.00 T 7-n 1.O7 PROJECTCONDITIONS A. EnvironmenlolRequirements:l. Do not expose membrone ond occessories 10 o consloni temperolure in excess of 180 degrees F.2. Follow monufoclure/s recommendotions during cold weolher.3. Adhesive Applicotion: Temperoture sholl be minimum 40 degrees F ond rising. B. Adiocenl Moteriols: Donotuseoil bosed or ploslic roof cement. Do nol ollowwoste products (petroleum, greose, oil, solvenls, vegeloble or minerol oil, onimol fot) or direct steom veniing to come in conioct wilh membrone roofing sysfem. I.O8 WARRANTY A. Provide o monufqclurer's wrilten tolol syslem wononly ogoinst defecls in moieriols ond workmonship in roofing syslem for o period of len (10) yeors in occordonce with Section 01780. B. Submil Controct Documenls lo Monufoclurer for review ond verificoiion of Monufoclure/s minimum wononty requiremenls prior fo submittol of shop drowings. PART 2 - PRODUCTS 2.OI MANUFACTURERS A. Acceploble TPO Sheel Monufoclurers:l. Codisle SynTec, Inc.2. Firesfone Building Products Compony.3. Sievens Roofing Syslems.4. Accepted subslilufe in occordonce with Section 01600. B. Acceptoble Fully Adhered Roofing Syslems:l. Corlisle SynTec Inc. Sure-Weld fully odhered roofing system.2. Firestone UllroPly TPO fully odhered roofing syslem.3. Sievens EP fully odhered roofing sysiem.4. Approved subslifute by occepted monufoclurer. 2.O2 ROOFING MEMBRANE MATERIALS - FULLY ADHERED SYSTEM A. Thermoploslic Polyolefin (TPO) Sheef Moleriol: Blend of polypropylene ond elhylene- propylene rubber. B. Acceptoble Membrone Producls:l. CorlisleSure-Weldunreinforced memb'rone.2. Stevens EP unreinforced membrone.3. Firestone UllroPly unreinforced membrone.4. Accepledsubstilule.4. No subslilules C. Thickness: 60 mils, nominol. D. Exposed Foce Color: While or Groy os selecled. t I I I I I t I T t I I I t I I I I I sMA 26019.00 7-n I I t tr, ACCeSSOneS:l. Bonding Adhesive: Monufocturer's slondord bonding odhesive. I o. Volotile Orgonic Compounds (VOC): Moximum 50 groms VOC's per liter.I 2. Membrone Cleoner, Seolonls, Cuf Edge Seolonf, ond Miscelloneous Accessory Moteriols: Roof membrone Monufqclurer's slondord products. t 2.03 ROOF TNSULATTON A. Generol: Provide insulolion boord ond foslening syslem opproved ond fully wonontoble I by roofing monufocturer for use wilh specified single ply membrone system.I B. System Descriplion: Roofing insulofion system sholl be lopered rigid perlite boordr insulotion os indicoled, mechonicolly foslened fo wood roof sheothing. I C. Perlite Insulotion: ASTM C728. High densily boord comp6sed of exponded perlite, blended wilh binders ond fiben wifh proleclive cooiing on foces. I l. Provide insulolion of monufocluier ond type opproved by roofing membronef monufocturer.2. Thickness: Minimum l/2 inch. Foctory{opered lo provide consistenf surfoce slopesi- indicoled. I 3. Minimum Compressive Strenglh: 35 psi.4. Minimum slope I /4 inch per foot ond mqximum % inch per fool to droins. I D. Insulotion Fosleners: Fully coofed with monufoclure/s stondord fluoropolymer poinf for t corosion resistonce. Provide lype opproved by FM 4470 ond wononloble by memb'rone monufocturer for roofing insulotion ond wind uplitl crilerio. r 2.O4 MEMBRANE FLASHING-A. Wolls, Poropels ond Curbs: TPO reinforced membrone,0.06O inch fhick. I B. Comers, Penetrotions, Pipe Seols, Scuppen, ond Seolont Pockets: Use roofing monufocture/s siondqrd premolded occessories where possible. I C. Penelrofions, Corners ond Olher Locotions Where Floshing Membrone Must Be Formed:r Non+einforced TPO membrone. f PART3-EXEcuTIoN I 3.OI EXAMINATION I A. Verificotionof Conditions: Veritythotworkofolherlrodestholpenefrolesroof deckhosr been complefed. Exomine surfoces for inodequofe onchoroge, droinoge, foreign moleriol, moisture ond unevenness lhol would prevent lhe execulion ond quolily of I opplicotion of roofing system os specified. Reporf unsolisfocfory condilions to the I Generol Confroctor. I B. Acceplonce: Do not proceed until the surfoce lo be covered is occeptoble. Beginning t of work meons occeofonce of subslrote. 3.O2 PREPARATIONII A. Surfoces: Dry ond broom cleon before beginning work. r SMA 26019.00 7-31 I .- I B. Cleon roof droins ond collection boxes os indicoted ond resel if droins ond boxes ore nol oi the proper level io droin lhe finished roof . 3.03 INSULATIONINSTALLATION A. Topered Insulolion: Instoll lopered insulolion in occordonce with occepted shop drowings. Alfoch wilh odhesive os required lo prevenl shifting or blow-off prior to plocement of membrone. B. Joinls in insulolion boords sholl be \/4" or less in width. Instoll no more insulofion ol one lime lhon will be prolected from roin or snow by insiollolion of roofing membrone on the some doy or prior io slorm. lnstoll temporory woler culoffs ot completion of eoch doy's work ond remove upon resumption of work. C. Mechonicolly fosien insulotion lo wood roof sheolhing qs required to meet specified wind uplift requiremenfs ond in occordonce with roofing sysiem monufocturer's instructions ond recommendotions. 3.04 FULLY ADHERED TPO MEMBRANE INSTALLATION A. Generol: Insloll membrqne fully odhered over insulotion. Apply, lop. splice ond foslen using meihods ond moteriols recommended by lhe monufocturer ond io meel wind reouiremenls of FM 1-29. B. Membrone Instollotion: Instoll membrone in monner fhol ollows temporory seoling on down-slope surfoce of end of eoch workdoy.l. Unroll membrone ond remove bocking sheel in occordonce wilh monufocfure/s inslruclions.2. Posilion membrone wilh cleon side down ol locofion where it will be odhered.3. Fold sheef bock posl foclory seom lo expose holf of sheel.4. Apply membrone-bonding cement io substrole only ol role ond using melhods recommended by lhe monufoclurer5. Allow odhesive lo dry 1o locky sloge ond roll folded holf of membrone evenly into odhesive.6. Brush or roll bonded holf of sheel to fully bond sheet to substrole.7. Repeol bonding procedure wilh olher holf of sheei.L Perimeter Alfochment: Secure wilh monufoclurer's recommended mechonicol fosleners ond noiling strips ol rool perimeler ond roof penelrotion curlcs ond noilers.9. Membrone Splicing: Heof welded. Follow monufocturer's slondord deioils ond instructions.o. Edge Lops: 5-ll2 inches olong length of membrone sheet where seom- fostening ploles ore locoled.b. End Lops: 2 inches of end roll seclions. C. Floshing: Apply, lop ond splice using methods, moteriols ond deloils recommended by lhe monufocturer. Flosh oround peneirotions using foclory prefobricoted pipe seols where possible. Field fobricoted seols moy be used where necessory using monufocf ure/s slondord deloils. D. Terminolions: Moke lerminot'rons occording lo monufoclureis siqndord deloils ond os indicoted. I I I I I I I t t I I I t I I t I I I sMA 26019.00 | -51 t ! r 3.os FTELD euALtTy coNTRoL I A. Monufocturer's Field Services: A representotive of fhe monufoclurer sholl mokeonI inspection upon complefion lo oscerloin fhot lhe entire sysfem hos been inslolled occording to monufoclurer's specificotions ond deloils,rf B. Record of Work: Keep o record indicoting temperoture ond moisture conditions ond lher fupe ond locolion of work being done during eoch doy of roofing operolions. Submif in occordonce with submillols orticle in porl l. I SECTION 07600 FLASHING AND SHEET METAL I PARTI-GENERAL I.OI SUMMARY a A. Sections Includes:l. Floshing ond counlerfloshing. T1 2. Roof edge floshing. I 3. Volley floshing.4. Cop floshing ond copings.5. Guliers ond downspouls. I 6. Roofsplosh pons. l| 7. Pouroble seoler pockels, 8. Olher sheel metol floshing relofed to the obove, indicoled on lhe Drqwings ond nof specified elsewhere. - I.o2 REFERENCES I A. Refererre Stondords: Complywith following: I l. 'Architecturol Sheef Metol Monuol," 1993edifion, qs published bySheef Melol ond Air Conditioning Conf roctors Nof ionol Associolion (SMACNA). I 2. Notionol Roofing Controcfors Asociolion {NRCA) Roofing ond Wqlerproofing I Monuol. Fourlh Edilion. I.03 PROJECTCONDITIONS I A. Field Meosurements: Before fobdcoling sheel metol, verify shopes ond dimensions of surfoces lo be covered. I r.o4 wARRANTYI A. Wononty: Provide lwo yeor wriifen wononty covering moferiols ond instqllotion for sheet I melol in occordonce with Seclion 01780. I L hclude thol sysfem sholl bewofertight ond weofherproof. I PART2-PRODUCTS r 2.ot sHEET METAL I A. Golvonized lron: ASTM A653 commerciol quolily sheef sleel, with G90 commerciol hot- I dip golvonizing. . r SMA 26019.00 7-33 I I I. Finish: Mill phospholized for poinled finish under Seclion 09900. B. Minimum Gouge Slondords: Minimum floshing thickness sholl noi be less lhon lhe following, bosed on the exposed foce dimension: l. Up lo 5 Inches: 26 gqge. 2. 6 to 8Inches: 24 goge, 3. 8to l0lnches: 22goge. 4. l0 to I 5 Inches: 20 goge. 5. Over l5Inches: Nol ollowed. 2.O2 ACCESSORYMATERIAL A. Clips or Cleots: Some moleriol ond goge os sheet melol being inslolled. B. Fosleners: Golvonized or stoinless steel screws wiih metol ond neoprene woshers os recommended by sheel monufocturer. Motch finish oi exposed heods with moteriol being foslened. C. Screws ond Bolls: Round heods D. Roofing Felt: ASTM D266, #15 ospholt soturoled felt. E. Building Poper: Resin sized unsoturoled poper weighing six pounds per l0o squore feel. F. Solder: ASTM 832, composilion 5O% tin ond 50% leod. Use muriotic ocid killed with zinc or soldering flux. G. Seolont: Approved type of polyurethone; see Seclion 07920. Roofers moslic is not occeploble. PART 3 - EXECUTION 3.OI WORKMANSHIP A. Reference Stondords: Comply wilh following: l. Unless indicoted olherwise on Drowings, workmonship ond detoils sholl comply wif h NRCA Monuol ond SMACNA Archilecfurol Sheel Mefol Monuol. B. Edges: I . Edges: Hem oll exposed edges, I /2" unless olherwise indicoled. 2. Drips: Angle botfom edges of verticol surfoces to form drips. C. Joinf s: Moke joinls wolerlighf ond ollow for exponsion.l. Reinforce sheel melol corners os reouired. 2. Reinforcemenl: Conceol wilhin finished ossembly. D. Fostenings: Use conceoled hook slrips ond fosteners. Exposed hook strips ond fosteners nol occeploble. E. Exponsion ond Controclion: I. Provide for lhermol exponsion ond conlroclion ond building movemenl in completed work. 2. Moke wotertighl ond weotherlighl throughoul. I I t t I I I I t I I t I I I I I I I sMA 26019.00 7-34 l I I I 3. Unless olherwise indicoled, provide exponsion joints of moximum of 20 feel ond nof more thon 4 feet from corners. Seol ioints wifh seolonl in occordonce wilh Seclion 07920. 3.04 SHEFT METAL A. Floshing ond Counlerfloshing: As detoiled of minimum 24 goge golvonized iron. Lock ond seoljoints ond hem exposed edges. Provide coniinuous cleot. B. Floshing Cops ond Copings: As detoiled of 24 goge prefinished golvonized iron. Cover blocking with roofing fell. Milec seom ond seol corners. Use conlinuous wolerproof cleoi or continuous seolonl beod olong drip. C. Gullen Wth Downspouts:l. Gutfers: 4 inch diomefer, holf round os deloiled of 20 goge golvonized iron, similor to SMACNA Figure l-3A. Lock ond solder joinls ond hem exposed edges.2. Downspouls:3 inch diomeler full round os detoiled of 20 goge golvonized iron similor lo SMACNA Figure l-32A wifh brockets similqr lo Figure l-35B locoled 84' mox. o.c. D. Roof Splosh Pons: As deloiled of 2O goge golvonized iron, similor to SMACNA Figure l-36. E. Pouroble Seoler Pockeis: Provide where severol or inegulor shoped items penetrole roofing membrone os reguired. Fobricqte of 24 gqge golvonized iron os indicoted, opproved by roofing monulocfurer ond similor to SMACNA Figure 4-16E. Seom ond seol joinls. Hem edges. Pocket filled under Section 07538. SECTION 07760 ROOF PAVERS PART I -GENERAL I OI SUMMARY A. Seclion lncludes: I . Concrele roof povers on memb,rone roofing os indicoied. I,O2 REFERENCES A. Reference Slondords: Complywith the following. I . Foctory Muluol Doto Sheet TAB I -29.2. SPRI Wind Design Guide for Bollosled Slrlems, 1995 edifion. I.O3 SUBMITTALS A. Submitlqls for Review ond Acceptonce: Submif the following in occordqnce wilh Section 01330.L Product Dotq: Submit monufoclure/s cunenl product dolo sheets for povers ond occessories lo be insfolled. lnclude performonce tesf resulls.2. Shop Drowings: lndicole pover loyoul qnd edge deloils.3. Somples: Submil one full size somple pover for occeplonce Review will be for color ond fexture only. I I I I I I I I I I I I I I I sMA 26019.00 7-35 B. Quolilv Assuronce Submitlols: 1. Submit iwo cooies of monufoclurer's instollolion inslruclions for Architect's reference. C. CloseoutSubmiliols: l. Wononly: Submit in occordonce with Seclion 01 700. I.O4 DELIVERY, STORAGE AND HANDLING A. Deliver moleriols on monufoclure/s unopened slrelch wropped pollet with lobels intocf ond legible. B. Slore moleriols on roised plotforms. C. Hondle moleriols lo prevent domoge. D. Do not exceed the slructurol copocify of roof deck when plocing pover units on the roof. E. Prolecf membrone ond inslolled oreos of povers from domoge when lronsporling pollets of povers or olher moleriol. Ploce % inch plywood sheels in lroffic polh or use corts with pneumoiic lires. I.O5 WARRANTIES A. wononties: Provide wrillen wononfies in occordonce wilh Secfion 01700. L Bollosl Pover Mqteriol Wononly: 20 yeors. 2. Bollosi Pover Wind Uplift Wononty: 5, 10, or 15 yeon os selected by Owner. I.06 MAINTENANCE A. Extro Moteriols: SupplyloOwner6 exfro roof povers ol the complelion of Work. PART 2 - PRODUCTS 2.OI ROOF PAVERS A. AcceplobleMonufoclurers: l. Envirospec,lnc.;www.envirospecinc.com2. Honover Archiieclurol Products; www.honoverpovers.com 3. Roofblok.Lld.;www.roofblok.com 4. Wousou Tile;www.wousoutile.com 5. Westile Roofing Producls; www.weslile.com B. Roof Povers: 2-.looI by 2-fool precosl concrete, non-slip finish, minimum weight 60 lbs. eoch. Provide povers wilh welded lobric reinforced comers.l. Woler Absorpiion: 5 percenl nominol. 2. Minimum Compresive Strength:5,000 psi ot 28 doys cure. 3. Minimum Flexurol Strenglh: 400 pounds. 4. Slondord: Meet or exceed SPRI guide for concrele povers. 5. Color ond Texlure: As selecied by Archilect from Monufocturefs slondords. t I I I I I I I I I I I I I I I I I I sMA 26019.00 7-36 t t I I I I I I t I I I I I I I I I I 2.O2 ACCESSORTES A. Fosleners: Monufocturer's stondord mechonicol clips or opproved odhesive. B. Slip Sheet: nonwoven polyesler. C. Melol lerminolions used lo reloin or secure pover units sholl be monufoclured by Metol Ero, W.P. Hickmon or on opproved equol. PART 3 - EXECUTION 3.OI PREPARATION lf required by membrone monufoclurer or if limiled foot troffic is onlicipoted insloll o slip sheel os recommended by lhe membrone monufocturer. 3.02 PAVERINSTALLATION A. Generol: Instoll poven loose loid on slip sheel over membrone roofing ol locolions ond in loyout os indicoted on Drowings ond in occordonce wifh monufocture/s recommendotions lo produce wolerlighf ossembly in coordinolion wilh roofing insfoller.l. Coordinole instollolion of components of lhis Section wilh inslollotion of roofing mof eriols ond bose floshings.2- Foce upper shiplop edge of bollosl pover ot rool edge.3. Moinloin I % inch moximum disfonce belween lhe upper shiplop ond/or the I I % inch dimension of lhe bollosl pover where fhey meei the fint roofing elemenl.4. Insfoll mechonicol clips where povers meet ony roof prolrusions (HVAC equipmenl, roof droins. sfruclurol memben, roof curbs, elc.) ond where lhere ore ony poveB less lhon full size. A one porl polyurethone odhesive moy be subslituled for mechonicol clips.5. Use o slip sheel between the poven ond the roof membrone of designoted oreos of fool troffic ond where mechonicol clips ore used.6. At ridges or volleys, lhe cut to fit povers sholl be odhered to lhe odjocent full size pover wilh o one port polyurelhone.7. At center of roof, povers moy be cul to o minimum widlh of 6 inch. B. Poving Syslem ond Pollern: Loyoul povers in following poflerns os indicoted on Drowings:l. Stroight bond.2. Stqggered bond.3 Sloggered bondwith edge oliochment.4. Sioggered bond with edge otlochment ond oll povers clipped or odhered fo one onolher. C. Povers in Stqggered Bond Poflern wilh fuge Allochmenl:L Instoll poven in sfoggered bond.2. Insloll on opproved perimeter ollochment oround enlire perimeter of Bollosl Pover System. D. Povers in Sloggered Bond Pottern wifh Edge Allochmenl ond All Pqverc Clipped or Adhered to One Anofherl. Insloll poven in stoggered bond. sMA 2@r9.00 7-37 2. Insloll on opproved perimeler ollochmenl oround enlire perimeier of Bollosl Pover Svslem. E. Wolkwoy System: I . Insloll minimum I B inch wide o slip sheet uhder wolkwoy. 2. Insloll single or multiple course wolkwoy between roof occess ond mointoined equipmenl locolions. SECTION 07840 FIRESTOPPING PART I . GENERAL I.O'I SUMMARY A. Seciion Includes: | . Fire sofing ol openings in fire+oled wqlls, floors ond ceilings. 1.02 OUALITY ASSURANCE A. RegulotoryRequirements: l. Fire Slop Sysfem: UL iesled ond opproved for minimum one hour fire seporolion belween floors ond ol fire roied portilions. I.O3 DELIVERY, STORAGE AND HANDLING Store moieriols under cover lo prevenf weolher domoge. PART 2 - PRODUCTS 2.01 FIRESTOP SYSTEM A. Sysiem: Thermofiber Sofing Insulolion or occepled substilule in occordonce wilh Seclion 0r 600.l. Size: As required to fire roting ond condilions.2. Accessories; Provide lhermofiber Sofing Clips os required. PART 3. EXECUTION 3.OI INSTALLATION A. Generol: Instoll in occordonce with monufoclurer's recommendotions lo ochieve required fire seporolion roting. B. Penetrolions: Compress ond insloll in openings 1o seol complelely oround penelrolions ond openings. C. Tool or lrowel exposed surfoces. Remove excess fireslop moferiol prompily os work progresses ond upon completion. I I I I I I I T t I I I I I I I I t I sMA 260t9.00 7-3€ I r 3.oB FTELD euALtTy coNTRoL I A. Firesiop Conlrocfor sholl immediotely nolify lhe Archilecl if the fireslopping systems I herein specified connol meel lhe requirements of the specificoiion. I B. Firestop Controclor shqll exomine firestops lo ensure proper instollolion ond full I complionce with lhis specificofion. C. All oreos of work must be occessible unlil inspection by lhe opplicoble Code oulhorities. I SECTION 07920 JOINT SEALANTS I PARTI-GENERAL I.OI SUBMITTALS I A. Somples: Submil for color selection in occordonce wifh Seclion 0l33O. I t.o2 PROJECT CONDITIoNS I A. Environmenlol Conditions: Do nol opply exlerior seolonfs when lemperoture is below 40 degrees F. I PARr2-PRODUCTS - 2.O1 MATERIALS Ir A. Acceploble Monufocturers:L DAP lnc.I 2. Pon lnc. I 3. Pecoro Corp.4. Sonneborn Building Producls I 5. Tremco Monufocluring Co.t i B';13'iii,.J"o'"8. Generol Electric |l 9. Approved substilufe I B. Types: I l. Exledoc Two componenl Polwrefhone I 2. Around Sinks, Showen ond Lovolories: Siliconer 3. Interior: Lolex Acrylic I C. Colors: Selected from slondords by Architecl. I D. Accesories: Provide joinl bocking ond bond breoker os recommended by monufocf urer. I I r SMA 26019.00 7-g I -r PART 3 - EXECUTION 3.OI PREPARATION Cleon ond prime joints os recommended by monufoclurer. 3.02 INSTALLATION A. Generol: Apply in occordonce wilh monufocturefs recommendolions. B. Joinl Seolonls: Apply in continuous beod wifhoui open joinls, voids or qir pockels. Confine lo joinls, remove excess. Leove joinfs slightly recessed. 3,03 SCHEDULE A. Locofions:l. Joints Between Exterior Door ond Window Fromes ond Rough Wood Froming: Fill gops complelely wifh foom seolonl.2. Door thresholds.3. Open joints belween dissimilor moledols.4. Around lovolories ond sinks.5. Exlerior woll joinls. 6. Joints ol penelrotions of wolls, decks ond floors by piping ond olher service ond equipment.7. Penelrofions of exterior wolls.8. Olher joinls os indicoted ond requked. END OF DIVISION 7 I I I I I I I I I I I I I I I I t I I sMA 26019.00 7-40 I I DrvrsroN I - DooRs AND wrNDows t Generol Requiremenls: Generol Condiiions, Supplemenlory Condilions ond Division I - Generol Requirements opply to work of lhis division. sEcTtoN 08210 wooD DooRs I PARTr-cENERALII.OI SUMMARY I A. Secfion Includes:r l. Inlerior wood ponel doors.2. Inlerior oockei doors. I 3. Exterior custom stile qnd roil wood entronce door. t 4. Focfory prefitling ond premochining. I t.o2 REFERENCES I A. ReferenceSlondords: Complywlthlhefollowing:l. Architeclurol Woodwork lnstilule (AWl) - Archifecfurol Woodwork Quolity Stondords, I 71h edition, Venion 1.2, 1999. I o. Complywith Cusfom Grode requiremenfs. I 1.03 SUBMmALS A. Shop Drowings: Submif in occordonce wilh Seclion Ol33O. lndicote locofion, size, elevotion, deloils of conslrucfion, hqrdwore blocking, fire roling, focfory preporolion I requiremenls for eoch door lype. I PART 2. PRODUCTS I 2.91 WOOD DOORS I A. AcceptobleMonufocluren: I L Croftsmen in Wood,.303/2784415 or 6021278-€rj,54. I 2. Volley Door Co.,fr8/72r5555.3. Approvedsubslilute. I B. Inlerior Doors: Solid core wood doors wifh one or four ponels os indicoled on Doorr Schedule. Premochined for hordwore. I . Species: Cleor Poplor or Ponderoso Pine os selecled.ll 2. Grode: AWI Custom Grode rules. I 3. Thickness: l% inch.4. Finish: Poinled linish under Seclion 09900. I C. Entry Door ond Sideliies: Cuslom monufocfured slile ond roil solid wood door ond ponelsr os indicoled. Premochined for hordwore.l. Species: As selecled by Architect.ll 2, Grode: AWI Premium Grqde rules I 3. Thickness: As indicoted. I SMA 26019.00 &l I r 4. Cuslom Fromes: Seclion 06460 Wood Fromes. 5. Glolng: Tempered insulofing gloss in occordonce wilh Secfion 08800 Glozing. D. Moislure Conlenl: l0% moximum. 2,O2 FACTORY PREFITTING AND PREMACHINING A. Doors: Prefit ond premochine doors ol foclory. l. Toke occurole field meosurements of hordwore mortised in wood fromes to verify dimensions ond olignmenl before proceeding wilh mochining in foctory. 2. Mochine doors for hordwore requiring culting of door. 3. Comply wilh occepted hordwore schedules ond door frome shop drowings wilh hordwore lemplqtes to ensure proper fii of doors ond hordwore. PART 3. EXECUTION 3.01 PREPARATION A. Condilioning: Condition doors to overoge humidity in instollolion oreo prior to honging. B. Prefiifing: Prefif doon lo fromes ond mochine for hordwore 1o whotever extenl nol previously worked ol foctory os required for proper fil ond uniform cleoronce qt eoch eoge. 3.02 INSTALLATION A. Generol: Instoll doors in occordonce with monufoclure/s recommendolions. B. Honging: l. Afler sizing doors, fit for hordwqre qs scheduled. Before insfollotion of hordwore, brush opply on exterior seol cool to job site cut surfoces. Use seoler recommended by door monufocturer. 2. Hong doors lo be free of binding with hordwore funclioning propedy. 3.M ADJUSTING A. Adjustmenl: Al completion of job, odjust doors ond hordwore os required ond leove in proper operoling condif ion. SECTION 08253 MEIAL CLAD WOOD DOOR AND FRAME UNITS PART I - GENERAL 1.01 SUMMARY A. Section Includes: l. Exierior melol clod wood doors ond fromes. I I I I I I I I I I I I T I I I I I I sMA 26019.00 8-2 I r l.o2 DELtvERy, SToRAGE AND HANDLTNG I A. Delivery: Schedule delivery to coincide wilh instollolion schedules so fhot minimumI hondling of crofes is required. Do noi open croles except os required for inspecfion for shipping domoge. I B. Sioroge: Sfore coses occording to prinled insfruction on cose, in oreos leosi subiect tor lroffic or folling objects. Keep sloroge oreo cleon ond dry. I PART2-PRoDUCTSI2.OI METAL CLAD WOOD DOORS AND FRAMES I A. Acceploble Monufoclurers: Some os melol clod window monufoclurer. See Seclionr o855l. I B. Type: Melol Clod Doon ond Pofio Doors ond Fromes, os indicoled lo molch windows.t Cusiom sizes where required. Include lronsoms ond sideliles where indicoled. r C. Finish; I L Exferior: Aluminum clod to molch clod windows.2. Interior: Unflnished cleor Pine. Finishing under Section 09900. I D. Hordwore: Monufoclure/s boll beoring hinges, threshold ond weofher-slripping.I Locksels by hordwore supplier. I E. ExleriorTrim: See Section O6210 Exterior Finish Corpenlry I I. Trim Floshings: Provide oll relofed metol trim floshings.r 2. Provide pon floshing ot sills. I F. Glolng: Foclory preglozed with cleor, Low Er, insuloling gloss, oltitude odjusted. I Simuloled divided lifeswhere indicoted. I G. Accessories: Provide necessory onchors ond reloled ilems. Include lhreshold ond I weother-sfripping for oll exterior doon. H. Screens: Provided underSection 08772. I PART3-EXECUTTON . 3.OI INSTALLATION AND ADJUSTMENT Ir A. Instoll doors occording lo monufocture/s instructions ond reviewed Shop Drowings. I B. Adjust lo work freely with oll hordwore funclioning properly. Reodjusf doorsond screens I ol completion of the job il directed by fhe Archilecl. 3.V2 PROTECTION I A. Cover doon during sproy poinling or other conslruclion operolions fhof mlghl couse domoge. I B. Protecl threshold during construclion. r SMA 26019.00 &3 I I SECTION 0836I SECTIONAL OVERHEAD DOORS PART I . GENERAL I.OI SUMMARY A. Section Includes: l. Overheod seclionol goroge doors. B. Reloled Seclions: I . Electric Power: Division 16 Electricol2. Job Applied Wood Finish: o. Trim: Seclion 06210 Exterior Finish Coroentrv. b. Siding: Section 07468 Wood Siding. I.O2 SUBMIITALS A. Shop Drowings ond Product Doto: Submit in occordonce with Seclion 01330. B. Closeoul Submiltols: Submit the followino in occordonce with Seclion 01780: l. Wononty. I.O3 WARRANTY Provide monufocturer's five-yeor wononly ogoinst defecls in moleriol ond wo*monship. PART 2 - PRODUCTS 2.OI OVERHEAD GARAGE DOORS A. Monufoclurers: l. DesignerDoors, Inc., 8@/2414525:www.designerdooB.com 2. Accepfed subslitute in occordonce with Section 01600. B. Monufocturer qnd Type: Designer Doors Americon Greots Colleclion, Trodilionol Ponel. l. Door lhickness: l-Sl&inch.2. Door Size: l8 feel by 8 f.eet. Field verify.3. Finish: Smooih. Allow for job opplied wood finish under Seclion 07468 ond wood irim underSection 06210 bderior Finish Corpentry. C. Ponel Moleriols:.1. Frome: Cleor Douglos Fir.2. Ponel Moleriol: Medium density overloy (MDO); cedor flush foce tongue ond groove. 3. Bock: Exterior grode Louon plywood. 4. All Lumben Kilndried lo belween I ond 12 percenl moisture prior lo ossembly. D. Glofng: Cleor double slrengfh monolifhic gloss. l. Munlins: True divided lile muniins of cleor Douglos Fir, construcled using cope ond slick joinery, wood odhesive ond pin noils. I I I I I I I I I I I I I I I I I I I sMA 26019.00 g4 I r 2.o2 ovERHEAD DooR HARDWARE I A. Generor:t L Provide oll oplions for quief operotion.2. All hordwore, excepl rollers ond struls, sholl be 33 ksi minimum, hot-dipped G-40 golvonized steel. I 3. See Section 08710 Door Hordwore for reloled requirements. B. Trock: Sinch lrock; minimum 0.1-inch thick. I l. Brockel Mounts: 12 goge.I C. Hinges: Provide double end hinges, minimum I I goge. I D. Rollers: Polyefhylene with seoled, precision boll beodngs with hordened inner roce. I . Roting: 100,000 cycles bosed on l2-foof high door ot 200 pounds.2. Minimum 8 rollers per door. I E. Cobles: Golvonized oircroft coble.l. 3/l5inch diomeler. I 2. Two cobles per door. t 3. Provide with lhimble weor loops ol boliom brocket.4. Minimum Tensile Strenglh: Five limes moximum lood. I F. Sfrufs: $inch,20 goge.80 ksi sleel.I G. SpringCounlerbolonce: I L Springs: Torsion lype, helicol wound, ond oil fempered spring wke fo provide I overogelifeof l5,OOcycles. SLedbymonufoclurerforweighf of door,including oddedweighi of wood finish.2. Spring Fiflings ond Drum: Die cosf high sfrenglh oluminum. I 3. Coble Drums: Provide sufficient strength fo obsorlr minimum 4 times lhe moximum I torque foropplied lood requiremenls.4. Hollow Shoft: I I goge. I H. Weother Seqls:r l. JombsondHeod: Cleorcedorlrimboordwilhintegrol vinyl seol,o. Seol Color: As selecled from monufoclure/s stondords. ll 2. Boifom Astrogql: U-shoped EPDM rubber. I l. Locks: Monufocture/s stondord. No cylinders required. I J. Eleclricol Operofion: Provide quiel electric operolion for oll doors. Provide size rnofon osr monufoclurer recommends for type ond size doors- I K. Access Controls: Mulli-bullon hond held rodio confrols wilh woll mounled inlerior swilch I for closing. 2.O3 SUPPORT II Provide necessory supplemenfol froming for support of trock ond moton. I I sMA 26ore.0o I &5 PART 3 _ EXECUIION 3,OI EXAMINATION A. Field Meosuremenl: Field meosure oll openings 1o receive overheod doors prior lo finol build. B. Verificolion of Conditions: Comply wifh Seclion 01600. l. Exisiing Conditions: Exomine openings ond supporting slructure before beginning instollqlion. 2. Noiificotion: Notify Generol Controctor of unsotisfoclory conditions in wriling wilh o copy lo Architect.3. Acceptonce: Beginning of work meons occeptonce of exisling condilions by instoller. 3.02 INSTALLATION A. Generol: Instoll overheod doors occording to mqnufoclure/s recommendolions ond occepied shop drowings. B. Eleciricol: Provide electricol molor operotorc ond conlrols. Conduit, wiring ond connections ore provided under Division 16. C. Adjustment: Adjusf fo work freely wilh hordwore functioning properly. Re-odjust ol complelion of job if directed by Archilecl. SECTION 0855I MEIAL CLAD WOOD WINDOWS PART I - GENERAL I.OI SUBMITTALS A. Shop Drowings: Submit in occordonce with Section 01330 I.O2 DELIVERY, STORAGE AND HANDLING A. Delivery: Schedule delivery lo coincide wilh glolng schedules so thot minimum hondling of croles is required. Do not open crotes excepl os required for inspection for shipping oomoge. PART 2 - PRODUCTS 2.O1 MANUFACTURED MEIAL CLAD WOOD WINDOWS A. AcceptobleMonufocluren: 1. Pod. 2. Acceptoble subslitule in occordonce wilh Seclion 01600. B. Fixed ond Operoble Windows: Melol clod wood windows; fixed, double hung, owning, ond cosemenl types os indicoted on Drowings ond monufoclure/s model numbers os scheduled. l. Flxed: Simuloied divided liles where indicoted I I I I I I I I I I I I I I t t I I I sMA 25019.m I - c. Finish: r l. Exferior: Aluminum clod, color os selecled by Archiieci from monufocture/s slondord colors.I 2. Interior: Cleor Pine. I D. Cqsement Hordwore: Rolo operotor ond sosh fostener. Finish os selecled. Egress I hordwore where scheduled os required by code. E. Weotherslrip: Monufoclurer'sstondord.I I F. Glolng: Foctory preglozed wilh cleor, Low Ez, insuloling gloss, oltitude odjusled.l. Tempered Gloss: All locotions .l8" or less from finish floor ond os noied in Generol Window Notes on Drowings. I (r. ACCeSSOfleS:L Provide necessory hordwore, onchors ond reloted items.I 2. Screens: Provided under Section 08772.I PART 3 - EXECUTION I 3.01 EXAMINATToN A. Verificolion of Condilions: Before inslollotion, verify lhol openings ore plumb ond squore I ond of proper dimension. Reporl frome defecis oi unsuifoble conditions lo fhe Generol t Conlroctor before proceeding. I B. Acceptonce: Beginning of instollqlion meons occeptonce of exisling conditions.I! 3.02 TNSTALLAT|oN AND ADJUSTMENT I A. Insfoll windows occording to monufocture/s inslruciions ond reviewed shop drowings.I B. Siils: I l. Instoll on odhesive-opplied intermiitenl shims os required for stobility ond to ollow r 2. i::ffitt'*rrh siil: Nof oilowed.3. Provide pon floshing ql oll sills in occordonce wifh lRC, 2003 edition. Seclion R703.8.3. I C. Adjusf operoble sosh io work freely with oll hordwore functioning properly. Recdjusf ot r complelion of lhe job if directed by the Archilect. Ir 3.03 PRoTEcTToN I Cover windows during sproy pointing or olher conslruction operotions ihof might couse I domoge, I sMA 260re.m I I I &7 SECTION O87IO DOOR HARDWARE PART I - GENERAL 1.01 SUMMARY A. Section lncludes: L Door hordwore. 1.02 SUBMITTALS A. Hordwore Schedule: l. Wilhin 20 doys ofter receipf of order for finish hordwore, prepore compleie schedule ond submil in occordonce with Section 01330. 2. Do nol order hordwore until occepted copy of schedule is returned 1o supplier beoring sfomps of Conlrocfor ond Architecl.3. Include cololog cut of eoch ditfereni hordwore item on hordwore schedule.4. Schedule: lndicole following deloils: I I I I Door Numben Locolion Size ond Thickness of Door DoorMoferiol Frome Moleriols Hond of Door Degree of Opening Type of Attochmenl I I I I I I I As well os ony olher perlinenl informotion regording door ond quolily ond iype of hordwore to be fumished. B. Templofes: Within l0 doys ofter receipf of occepted hordwore schedule, submit four seis of lemploles ond schedules lo:1. Wood door ond frome supplier. PART 2 - PRODUCTS 2.O1 GENERAL MATERIAL REQUIREMEMS A. Generql: Provide Grode 2 certified residenliol hordwore.L Inlerior Door Hordwore: See Interior Finish Monuol for reloled requiremenls. B, Foslenerc: Fumish necessory screws ond bolts for proper inslollotion. Provide suiloble sizes. fype ond finish to hormonize with hordwore. C. Silencers: Provide silencers on oll interior door slops. D. Hinges: Boll beoring with finish to mqtch lolchsels. E. SecurifySystems: Byolhers. SeeSeclion0ll00Summory. PART 3 - EXECUTION 3.OI INSTALLAIION A. Fostening: Furnish items of hordwore wifh ottochment screws, bolls, nufs, elc. os required lo otloch hordwore to type of moleriol involved ond with finish fo molch odjocent hordwore.l. Moke oltochmenfs to metol by lemplole mochine screws. I T I I t I I I sMA 26019.00 I r B. Weolherslripping ond Thresholds:l. Weotherstripping: Run full height of both jombs ond full widlh of heod. I 2. Thresholds ond Door Bolloms: Run full widlh of opening. lnstqll lhresholds sel inI seolonl under Seclion 07920. I C. Mouniing Heights (Unless Otherwise Indicoied): Dimensions given ore from floor fo center I line of hordwore ilem.L Door Knobs ond Levers: Slondord - 38 Inches or ol center rock of. ponel doors. I 3.O2 PROTECTION I A. Poinling: Do not insloll door boftoms ond woll stops until ofter poinling is complete. I Loosen locksels prior lo poinfing ond relighfen ofter poinfing is complefe. Mosk hordwore or olherwise prolect during pointing operotion. I 3.03 ADJUSTMENTIA. Adjusting by Hordwore Monufoclure/s Representotive: Prior lo finol inspeclion, inspeclr ond odiusl door closers, locks ond ilems requiring close odjusfment ond regulotion ond I checkkeying. 3.04 HARDWARE SCHEDULE I A. Group l: Enfry/Fronl Door:l. Mortise locksel wilh deodboll. T1 2. (2) Pr. Butis, heovyweight. I 3. Weolhersfripping.4. Mortised outo, door bollom.5. Hordwood Sill/Threshold: Inlerior Fin'sh Pockoge, Seclion 06215 Interior Finish Corpenlry. I B, Group 2: Entronce: I l. Mortise lockei. I 2. 11 Yzl pr. Buils; except 2-pR ol Door I lO ond 318.- 3. Weofhentripping.4. Surfoce mounled door bottom sweep.I 5. melot sill/lhreshold. I C. Group3: Conidor: r I . Mortise locksel, outside key, inside turnpiece or knob.I 2. (l%) Pr. Bults.r D. Group 4: Possoge.I L Mortise lotchsel. l| 2. (lY,l Pr. Buils. r E. Group 5: Privocy. I l. Morlise lotchsel, inside furnpiece or knob.r 2. (l'lr| Pr. Butts. I F. Group 6: Speciol Purpose: I L See Interiors Finish Monuol. r SMA 26019.00 gq I t Group 7: Goroge Overheod: See Seclion 08361 for reloied requiremenls.l. Monufocturer's heovy duly lrock ond rollers. 2. Heovy duly operotorwilh lighl.3. "Quiel Operolion" feolures. 4. (21 remotes. 5. Exferior jomb-mounled key operotor.6. Sofely pockoge 7. Weolherslripping ond door boltom seol. Group 8: Closet Poirs: l. Dumlmy trim eoch leof. 2. (l%) Pr. Butls. 3. Roller lolches - heod. Group 9: Privocy wilh Seporote lhumbfum:l. Bedroom No.4: Morfise lotchsef with bulion lo inside.2. Foyer: Seporole thumbtum lolch fo outside.3. (l%| Pr. Bufts.4. Delele lhe privocy emergency releose opening. J. Group l0: Pocket:l. Heovy duly rollers qnd lrolley.2. Floorguide(s).3. Edge pull(s). and flush. SECTION 08772 RETRACTABLE DOOR AND WINDOW SCREENS PART I -GENERAL I,OI SUMMARY A. Seclion Includes:l. Retrocloble screens for exlerior doors where indicoled.2. Retroctoble screens for operoble windows where indicoied. 1.O2 SUBMITTALS A. Submiflols for Review: Submil lhe following os specified in Section 01330 Submitlol Procedures.l. Producl Doto: Submit monufocluren cunent Foducl lilerofure for eoch product supplied under lhis Seclion.2. Shop Drowings: Indicote screen sizes ond locofions. Include field meosuremenl nololions.3. Somples:o. Submit 6jnch long somple of oluminum exlrusion for Archilect's selection or verificotion of oluminum finish ond color.b. Submil 2-inch by 2-inch somple of fibergloss mesh for Archilect's opprovol of color. B. Closeoul Submittols: Submit the following in occordonce with Seclion 01780:l. Operolion ond mointenonce doto. t I I I I I I (= H. I t I I I I I I I I I I sMA 26019.00 8-10 I r 2. Wononly. I l.o3 euALrTY ASSURANcEIA. Quolificolions: I |. Inslollen: Monufocfurer emploved ond foclorv{roihed. ! PART2-PRoDUCTS I 2.ol MANUFAcTURERsIA. AccepiobleMonufocluren: I l. Phontom Mfg. (lnt'l) Lld., www.phontomscreens.com. t o. Dislribulor Conlocl: Screen Solutions, Inc., Lokewood, Colorodo, n3/n2-52n or 88&PHANTOM; www.screensolulions.net2. Accepled subslilute in occordonce with Seciion 01600. I 2.02 RETRACTABLE DOOR SCREENS I A. Type: Phoniom Screens. I l. Screen: Fibergloss mesh cooled with PVC. 3. Hordwore: I o. UV resislonl nylon hondle ond filtings.I b. Color mofched sfoinless sfeel screws.c. Relroclion Mechonism: Spring looded I d. Holding Mechonism: Mognefs or locking pins os selecled. I 4. Sizes: Size for door openings os indicoled. Field verify. 2.03 REIRACTABLE WINDOW SCREENS I A. Type: Phonlom Vision refrocfoble window screen.l. Screen: Fibergloss mesh cooled wifh PVC. r 2. Slide Bor, Housing ond Trocking Syslem: Extruded oluminum.I 3. Hordwore:- o. Buill-in hondle ond lolching mechonism.b. Color molched sloinless steel screws. I c. Relroction Mechonism: Spring looded. t 4. Sizes: SZe for window openings os indicofed. Feld verify. I 2.M FTNTSHES I A. Aluminum Finish: Boked-on enomet.l. Color: Cuslom color lo mofch melol clod wood windows. See Section 08551. I PART3- EXECUTTON I 3.0t EXAMTNATTON r A. Field Meosurement: Field meosure oll openings lo receive screens prior lo fobricotion. I B. Verificofionof Condilions: ComplywilhSection01600. I l. Exisling Conditions: Exomine openings before beginning instollofion. I SMA 26019.00 &l I I I Notificotion: Nolify Generol Conlroclor of unsotisfoctory condilions in wriling with o copy to Architecl. Acceptonce: Beginning of work meons occepionce of exisling conditions by insloller. 3.02 INSTALLATION Instoll occording lo monufocfurefs instructions ond opproved shop drowings. 3,03 ADJUSTING A. Adiust to work freely with oll hordwore functioning properly. B, Re.odjusf ol completion of job if directed. 3.04 DEMONSTRATION Demonstrote lo Owner proper operotion, cleoning ond moinfenonce procedures. SECTION O88OO GLAZING PART I - GENERAL I.OI SUMMARY A. Seclion lncludes:.1. Glolng forwood doors ond sidelites.2. Glozing for cobinetry,3. Minors. 1.O2 QUALITY ASSURANCE A. RegulotoryRequiremenls:l. Sofely Gloss ond Glolng: Comply with Slote Sfolutes, UBC ond ANSI 297.1. B. Lobels: Eoch lndividuol Piece of Gloss: Beor lobel designoting lype, thickness ond quolity. Do not remove lobels until reviewed by Architecl. I.O3 DELIVERY, STORAGE AND HANDLING A. Delivery: Schedule delivery fo coincide with glolng schedules so minimum hondling of croles is required. Do nol open croles except os required for inspeclion for shipping oomoge. B. Sloroge: Sfore coses occording io printed inslruclions on cose, in oreos leosl subjecl lo troffic or folling objects. Keep sloroge oreo cleon ond dry. C. Hondling: Unpock coses following prinied insfructions on cose. Stock individuol windows on edge leoned slightly ogoinst uprighl supports wilh seporotors between eoch. t I I I I I I t I I I I I I I I I I I sMA 26019.00 +12 t r Lo4 PRoJECT coNDtTtoNs I A. Field Meosurements: Field meosure openings before ordering lempered gloss products. I Be responsible for proper fil of field meosured producls. r PART2- PRODUCTS r z.or MANUFACTURERs I A. Acceptqble Monufoclurers - Floot Gloss:I L AFG Industries, lnc.2. Cordinol Gloss Compony. I 3. Generol Gloss Corporofion. I 4. Guordion Industries Corporotion.5. Pilkington.6. PPG Indusfries. lnc. I 7. Visleon Flool Glos Operotions.I 8. Accepled subslilule in occordonce with Section 01600. I B. Acceploble Monufocturers - Heol Skenglhened ond Tempered Sofefy Gloss: I l. Cqrdinol Gloss Compony.2. Guordion Indusfries Corp.3. lnlerpone Gloss Compony,ll 4. Oldcoslle Gloss. I 5. Pilkinglon.6. PPG Industries, lnc. 1; 7. Visleon Floof Gloss Operolions. I 8. Accepted subsfifufe in occordonce wilh Seclion 01600. C. Acceploble Monufocturers - Minor Gloss: I ,l Cordinol Gtoss Compony. t 2. Guqrdion Induslries Corp.3. Pilkinglon. - 4. Accepfed subsiifule in occordonce with Section 01600. II 2,O2 GLASS I A. Tempered Gloss forDoors, Sidelights ond Cobinelry: Pittsburgh cleor Herculite Tempered I Sofely Glos or occepted subsliiule. I 2.03 GLAZTNG MATERTALS t A. Setling Block, shirns ond Glozing Clips: Size ond lype os recommended by glos monufociurer. I B. Cleoners, Primers ond Seolen; Type recommended by seolont goskef monufocturer. r C. Silicone Glolng Compound: GE Silgloze N or occepled substilute in occordonce wilhI Section 01600. I I I sMA 26o1e.oo I &r3 I 2.O4 MIRRORS T A. Minors: I /4 inch thickness polished plote, minor glozing quolity wilh polished edges. Il. Sizes: As indicoted on Drowings. I2. Adhesive: Polmer Qwik-Sel Mino-Mostic or opproved subsliluie. PART3-EXECUTTON r 3.01 GLAZINGINSTALLATION A. Siops: Il. Hold gloss wilh wood stops.2. Corefully remove ony stop olreody in ploce os necessory fo permit glozing. 3. Hondle slops corefully ond insfoll fo ovoid domoge. I B. Glozing in Wood or Melol Fromes:l. Tope entire opening lo prevenl gloss from touching ftome in ony direction. I2. Cenier gloss in glozing robbet to moinfoin recommended cleoronces ot oll four, I inside ond oui.3. Rest gloss on setting blocks os recommended by fhe gloss monufocfurer.4. Insloll shims or use shim iope os recommended lo moinfoin cleoronce between stops ond foce of gloss. I 5. lnsloll glolng tope ond stop in wif h specified stops.6. Cover top of tope with silicone seolont on (oulside foce of inlerior fromes) (both I sides of frome). t7. Cut oll gloss wilh smooth, stroight edges of full size required by lhe openings. Edge cleoronces sholl comply wilh Flot Gloss Morketing Associotion Siondords.8. Leove seolont smooth ond cleon. Remove seolonl from odjoining surfoces wilhoui domoging lhe finish. I 3.02 MTRRORS A. Minors: Instoll wilh odhesive. I END OF DIVISION 8 I I I I I I I I sMA 26019.00 &r4 I I DlvtsroN 9 - FrNrsHEs I Generol Requirements: Generol Condilions, Supplemenfory Condilions ond Dvision I - Generol Requirements opply lo work of this division. I r sEcTtoN 09213 GypsuM vENEER pLAsTER t ,o*r.t -orrr*o,I- I OI SUMMARY I A. Furnish ond Instoll: I . Allernote veneer plosier finish for interior wolls where indicoied or scheduled.2. Ploster bose.I 3. Trimwhere indicoted.I B. Veneer Plosler Allernole: Seciion 01230 Allernotes, I I.V2 SUBMITTALSI A. Producl Dolo: Submil copies of monufocture/s specificolions covering oll moleriols ond f occessories ploinly identified.I I.O3 DELIVERY, STORAGE AND HANDLING I Deliver in monufoclure/s originol unopened conloinen ond slore in o cleon, dry oreo until reody for use. I r.o4 PRoJEcT coNDrTroNs I A. Environmenlol Reguirements: During gypsum ponel ond plosler opplicolion ond I finishing, moinfoin lemperotures within the building within the ronge of 55 degrees lo 70 I degrees F. Provide odequole venfilotion io cony off excess moisfure. PART 2 - PRODUCTS | 2.ot rLAsTER eese nxo AccEssoRtES I A. Accepfoble Monufocfuren: I |. Nolionol cypsum (Gold Bond)r 2. Unifed Slotes Gypsum3. Approved Subsfifute I B. Plosler Bose:5/A'thick Gold Bond lopered edge Kol-Kor or equol of ofher occepfoble monufocfurer. I C. Fosleners: Drywoll screws.I D. MelolTrim: I l. Sguore Comer Beods: Gold Bond Kol-Komer Beod or equol of olher qccepfoble I monufociurer. r SMA 26019.00 9-l I I 2. Cosing Beod: Gold Bond No. 233 or equol of ofher occeptoble monufocturer.3. Exponsion Joint: Gold Bond E-Z Sfrip or equol of other occeploble monufocturer. E. Joinl Treolment: Gold Bond Kol Mesh or eouol of other occeptoble monufoclurer. 2.O2 VENEER PLASTER A. AcceptobleMonufocturer:l. Notionol Gypsum (Gold Bond)2. Unifed Stotes Gypsum3. Approved Subslilute B. Bose Coot: Gold Bond Kol Kote bose plosler or equol of olher occeptoble mqnufqcf urer. C. Finish Cool: Gold Bond Kol Kole orequol of other occeptoble monufoclurer.L Texture: As selecled by Archilecl.2. Color: Inlegrol color os selected by Archilecl, PART 3 - EXECUTION 3.OI EXAMINATION A. Verificotion of Condilions: ComplywithSeclion 01600:l. Exisiing Conditions: Exomine melol froming before beginning inslollofion.2. Nolificotion: Notify Generol Conlroctor ol unsofisfocfory condilions in writing wifh copy 1o Archiiect. B. Acceplonce: Beginning of work meons occeptonce of existing condilions by opplicafor. 3.O2 PREPARATION A. Proieclion: Provide dropes, drop cloths ond olher proleciion required lo protecl odjqcent surfoces from domoge during finish operoiions. 3.03 INSTALLATION OF PLASTER BASE A. Wolls ond Porlilions: Apply gypsum wollboord ponels verlicolly with oll obutling ends ond edges occuning over studs. Joinls on opposite sides of porlilions sholl nof occur over the some stud. Apply boord lo sluds wilh drywoll screws spqced lZ'o.c. in the field of the boord ond 8" o.c. stoggered olong verlicol obulting edges. B. Ceilings: Apply gypsum boord of moximum procticol lengfh with long dimensions ot right ongles lo supporfs ond fosten with drywoll screws spoced 12'o.c. in the field of the boord ond 8' o.c. olong obutting edges. All end ond edge joinls sholl occur over supports wilh end joints stoggered. Properly supporf gypsum boqrd oround cutoufs ond openings. C. Apply mefol lrim exponsion joinls ond comer beod os recommended by the monufocturer ond wherever gypsum boord obuls olher moleriols. T t I I I T I I t T I I I t I I I t I sMA 26019.00 9-2 I I t D. Reinforce inlerior corners ond joinls with Kol Mesh fibergloss webbing os recommended I bv svstem monufocf urer. I 3.04 'ENEER 'LA'TER AppLrcA'oN E A. Over Ploster Bose: Applylwocoot Gold Bond Kol Kole Veneer System or equol of oiher I occeploble monufoclurer. I 3.05 PATCHTNG AND CLEANTNG I A. Polching: Do oll necessory cufiing, polching ond repoiring ond poinling up of oll ploslering otler other work is in ploce. I B. Cleoning: As ropidly os the plostering is compleled in eoch spoce, cleon up oll rubbish, ulensils ond surplus moteriol, s!4p-eB-lhe floor ond leove in neot condition for the work of t otheB. I SECTION 09222 PORTLAND CEMENT VENEER PLASTER I PART I -GENERAL I.OI SUMMARYI II A. Seclion Includes:L Inlerior veneer ploster over drywoll where indicoled. I I B. VeneerPlosferAlfernole: Seclion01230Allernoles. I.O2 SUBMMALS I A. Product Dqto: Submif copies of mqnufoclurer's specificolions covering oll moleriols ond occessories ploinly identified. See Seclion 01330. I r.03 QUALTTY ASSURANCE A. Mock-Up: Prepore 4'x4'mock-up of interior veneer plosfer. Upon opprovol offhe f Architecl, mock-up sholl serve orlhe occeploble stondord for oll olher veneer plosler. I I.O4 DELIVERY, STORAGE AND HANDLING I A, Moleriols: Deliver in monufocfurer's originol unopened confoiners ond slore in o cleon, - dry oreo until reody for use. I l.os PRoJEcT coNDrTroNs I A. Environmentol Requiremenls: During gypsum plosler opplicofion ond finishing, mointoin r temperoiures within lhe building wilhin fhe ronge ot 55oF lo 70"F. Provide odequote I venfilofion lo corry otf excess moislure. t I I sMA 26019.00 9-3 PART 2 - PRODUCIS 2.OI VENEER PLASTER SYSTEM A. AcceptobleMonufocturers: |. Moxi-Kole os dislribuled by Lo Hobro Slucco. 2. Approvedsubslilule. B. Veneer Plosler: Moxi-Kole Two Cole Cemenl bosed veneer plosler syslem. l. Color ond Finish: Infegrol color. Molch exterior synthelic slucco finish. PART 3 - EXECUTION 3.OI PREPARATION After drywoll loping by drywoll subconfroctor, opply Moxi-Kole in o lighi coot over fibergloss tope ond fill ond level olljoints ond corner beods os recommended by the monufoclurer. 3.03 APPLICATION A. Bose Coof : Apply tight coot not to exceed I /l 6" lhickness by trowel meihod over gypsum drywoll. Tighl cool musl be opplied while tight cool over fibergloss lope is still moisl. B. Comers: Fill oulside ond inside comers wilh bose cool moleriol. Mold lo inegulor shopes os directed by Archifecl. C. Finol Cool: After bose cool is thoroughly dry, opply second coof to lhickness of l/4'in hock ond trowel texture, modeled fo motch opproved mock-up. 3.04 PATCHING AND CLEANING A. Polching: Do oll necessory cutting, potching ond repoiring ond pointing up of oll ploslering ofter olher work is in ploce. B. Cleoning: 1 . As ropidly os the plostering is completed in eoch spqce, cleon up oll rubbish, ulensils ond surplus moteriol, sweep the floor ond leove in neot condition for lhe work of others. 2. When ploslering is concluded, remove oll ploslering rubbish, equipmenl ond surplus moteriols from the premises excepl only lhot required for potching. 3. Remove moteriols required for potching only when oll plostering hos been occepied. 4. Plosfering conlroclor sholl cleon oll surfoces splottered wifh plosfer. I T I I I T t I I I t t I I I t I I t sMA 25019.00 9-4 t - sEcTtoN 09224 poRTLAND cEMENT sTUCCo wtTH HARD-coAT syNTHEItc FtNtsH I PART r -cENERALII.OI SUMMARY -I A. Section Includes:rr L Lolhing.2. Porflond cement stucco on lolh on wood sheolhing.f 3. Cemenl-bosed hqrcl-cool ond finish coot.l] 4. Accessories. - B. Exlerior Finish Aliemole: Seclion 0123O Alternoles. r I.O2 REFERENCES I A. Reference Siondords: See Seclion 01423. Comply with following: I l. Metol Loth Associolion 'Specificofions for Metol Lolhing ond Funing".2. ASTM C92&98o - Applicolion of Portlond Cemenl Bosed Plosfer. I 3. ASTM C106399 - Insfollotion of Lothing ond Funing to Receive Interior ond Erferior I Portlond Cement - Bosed Plosler.4. ANSI Designotion A42.4 - Porllond Cement ond Porllond Cemenl-Lime Plosfering. Exterior (Stucco) ond Inlerior. a r.03 SUBM|TTALS I A. Submillols for Review: Submil lhe following in occordonce wiih Section 01330. I l. Product Doto:o. lnclude eoch lype of plosler moleriol, melol lolh. ond lofhing occessories lo be inslolled. I b. Include color selection cord. l] 2. Somples: Submil 4-inch by #inch somples of eoch color ond fexture of finish motedols. I B. Quolity Assuronce Submiltols: Submit two copies of eoch of the following:r |, Monufocture/s letter of opprovol of opplicofor. i 2. Monufocturer's instollolion inslructions. . I C. Closeoul Submiflols: Submit the following in occordonce wilh Section 01780:L Wononlies. I I.O4 QUALITY ASSURANCEI A. Quolificolions: I l. Insloller Quolificoiions: Monufoclurer opproved.r B. Single Source Responsibilily: All sfucco bose ond frnish moleriols from o single I monufocturing source or one thol is opproved by lhe monufocturer. I c. Fietd sompte Areos:l. Siucco: Complefe somple I0O squore feet oreo of eoch lype ond condition of I slucco illustroting complele syslem, I 2. Somple Areos: llluslrote modeling, texlure ond color. r SMA 26019.00 9-5 I I 3. Accepted Somple Areos: Slondord for resl of work.4. Accepted Somple Areos: Moy remoin port of compleled Proiecf. ].05 DELIVERY, STORAGE AND HANDLING A. Delivery:L Deliver producls in originol foclory pockoging. 2. Provide Moleriol Sofely Dolo Sheel for eoch opplicoble producl. B. Storoge:L Slore moteriols off ground ond under cover in dry oreo. Keep insulolion boord oul of direct sunlighi.2. Store of femperoiures nol less lhon 40 degrees F.3. Proteci meiol occessories from rusting during storoge.4, Rusted ond woler domoged moteriols will be subject to rejeclion. I.06 PROJECTCONDITIONS A. EnvironmenlolRequirements:l. Cold Weolher Protection: Protecl ploster coots ogoinsl freezing for period of 24 hours offer opplicolion. Do nol opply inlerior or exferior ploster if ombieni or surfoce lemperoture is les lhon 40"F. Moinloin this lemperolure 48 hours prior lo opplicotion, during opplicotion ond during curing by use of temporory heol ond enclosure if necessory.2. Hol Weother Prolection: Moinloin ombienf ond surfoce lemperolure below l@ degrees F during moleriol opplicolion ond curing periods. Prolect plosfer ogoinsl uneven o[ excessive evoporolion during dry, hol weolher ond from strong blosls of dry oir, either noturol or orlificiol. PART 2 - PRODUCTS 2.O1 MANUFACTURERS A. AccepfobleMonufocluren:L Sonneborn Building Products, Division of ChemRex, Inc.2. Accepted substituie in occordonce wilh Section 01600. 2.02 WEATHER RESISTIVE BARRIER A. Weolher Resislive Bonier: One of the following in complionce wilh locol code:l. Slucco Wrop or similor product conforming fo Section O727O Air Bamers.2. Aspholl impregnoled felf in occordonce wilh Seclion 06100 Rough Corpenfry. 2.O3 LATHING MATERIALS A. Stucco Loih: ASTM C847, exponded melol lofh, self+uning, 3.4 pound per squore yord, golvonized. l. ForApplicofiontoSheothing: Poperbockedlype. B Strip Loth: Exponded melol of 3.4 pound density to be used ol oll soffits, overhongs, windows, doorwoys ond openings, os shown on Drowings. 3.4 lb. golvonized exponded melol. I I I I I I I I I I I I I I I I I I I sMA 26019.00 9-6 I I . C. Fostenen: l l goge golvonized roofing noils. I 2.02 eoRTLAND cEMENT eLAsTER (sTucco) MATERTALsI A. Portlond Cemenl: ASTM C150, Type L II B. Aggregof e: ASTM C I 44. Cleon nolurol or monufociured sond, lree from delelerious omounls of loom, cloy, solt, soluble solls ond orgonic motter. I C. Foclory Prepored Mix: Sonneborn SonoWoll AD 4 Three Cooi or occepted substitule. I Proprielory blend of fiber, plosticizers ond lime replocement. I D. Woter: Cleqn, polqble ond free from injurious omounls of oils, ocids, olkolis. solls, I orgonic moteriols or subslonces thol moy be deleterious to plosler or metols in contoct with olosler. I 2.03 HARD-coAT sYNTHFnc FrNrsHrA. Finish Cool: Pre-mixed, vopor-permeoble, l0o percent ocrylic polymer finish cool wilh I morble oggregole. One of lhe following os selecled by Architect: I l. Sonneborn SonoWoll SluccoTex.t 2. Sonneborn SonoWoll Stuccolosl.3. Sonnebom SonoWoll StuccoSil. lJ 4. Accepled substitule in occordonce wiih Section 0160O. f B. Texlure: Fine, medium, coorse, or coorse rilled fexture os selecled by Archifect. I C. Colors: Minimum iwo, moximum 4 colors os selecled by Architect from monufocture/s - stondords. I 2.o4 AccEssoRrEs I A. Lolhing Accessories: ASTM C1063. Monufocfurer's slondord sleel products unles r olherwise indicoled os lnc olloy. I l. Cosing Beod: Squore edge style, generol purpose type with exponded flonges. 'r 2. Corner Beod: Smoll rodius nose style. Exponded or flonged lo suif opplicolion. 3, Round Edge Comer Beod: Exponded or flonged lo suil opplicotion. I 4. Control Joints: W-shoped occordion profile slyle. t 5. Exponsion Joints: Two-piece fype slipjoint design.6. Weep Screed: Sill screed wilh holes lor droinoge. Beveled edge designed to ferminote finish syslem ond droin infernol mo'slure.ll 7. Foslenen: ASTM C1063.I o. For Mosonry: Golvonized sleel round top of funing type ond lenglh suiloble for qf leosf %" penelrotion info brick, block, concrete or oiher mosonry subslrote. I b. For Slud Fromed Wolls: Golvonized sleel round lop noils or screws wifh sufficienf I length lo ochieve o minimum penetrotion of %" into slud / froming sysfem. - B. Primer: SonoWoll PrimoCool. Vopor permeoble, 100 percent ocrylic-bosed odhesive. Ir z.os MrxES f A. Bose Coot qnd Finish Cool Mixes: Accurolely proportion ingredienls by volume in I occordonce with monufocturer's printed instruclions. r SMA 26019.00 9-7 I t B. Size boiches for complele use wilhin one hour ofter mixing. C. Withhold 10 percenl mixing woler unlil mixing is neorly complele, lhen odd os needed io produce necessory consistency. D. Mixing: Mix moleriols in occordonce with monufqcfure/s recommendotions 10 ochieve indicqted ond specified resulis. PART 3 - EXECUTION 3.OI PREPARATION A. Proleclion: Prolecf od.iocent surfoces from conlocl with slucco ond finish moleriols. B. Surfoce Preporolion: Follow monufocture/s insfrucfions for eoch moleriol specified in this section. C. Weother Resislive Bonien Verify instolloiion over sheolhing under olher sections. l. Lop properly ot lothing occessories ond flosh oround openings. 3,O2 LATHING A. Generol: Comply wilh referenced sfondords.L Sfucco on Sheothing: Apply self-funing stucco lolh over wecrlher resistive bonier, 2. Slucco on Mosonry: Apply self-funing slucco lolh direclly to mosonry for exterior stucco. B. Melol Lolh: I . Insloll melol lqth louf wilh long dimension perpendiculor fo supports.2. Siogger ends of odjoining sheets.3. Secure fo primory supporis ol 7-inches on center moximum. 4. Lops: Lop metol loth nof less thon l-inch ol sides ond ends of sheets.5. Comer Reinforcemenl: Insloll coniinuously ond fightly wired to lolh of intemol ond extemol corners.6. Strip Mesh: Ploce diogonolly ol corners of lothed openings. 3.03 INSTALLATION OF ACCESSORIES A. Foundotion Weep Screed: Ploce ot fioor ploie line lo lerminole finish system ot foundolion. B. Cosing Beods: lnsfoll of other horizonfol ond verlicol lerminqlions of the finish syslem, C. Control Joints: As indicoted or oi inlervols noi to exceed l0 feel o.c. of stucco surfoces. 'f . Moximum Length{o.Width Rofio ol Ponels: 21/z:1 . 3.04 APPLICATION OF STUCCO BASE COATS A. Generol: Comply wilh relerenced stondords.l. Appty eoch cooi with sufficienl force lo develop full odhesion befween plosler ond subslrole. 2. Workmonship: Perform work true lo line, slroighl ond plumb. o. Finished Surfoces: Free from woves, dents, ond other imperfections. t I I I t I t t I I I t I I I t I t I sMA 26019.00 9€ I I b. Execule work lo ovoid ony inegulority occuring of point or ploce where one _ seclion is ioined lo onother.c. Arises ond Angles: True ond shorp.I B. Nominol Thickness: Apply in lwo 3/&inch lhick bose cools io lolol lhickness of % inch. I C. First (Scrotch| Cool: Apply firsl coot lo uniform thickness ond 1o complelely embed loth. Cross roke slightly to provide key for second bose coot. I D. Second(Brown) Coot: Applyunitormlyloprovidetherequiredlotol thickness. I l. Rod off to desired thickness, leveled lo screeds, lo provide o lrue, floi plone. 2. Wood flool or dorby surfoce. I 3. Fill oll voids ond dress surfoce for synlhetic finish. I 4. Cure completely before opplicofion of synthelic finish. E. Curing: Domp cure eoch coot. Cure scrofch coot for 48 hour period before brown coof I is opptied. Cure brown coot for 48 hours, ollow to dry for five doys lhen opply finish coot. I 3.05 SYNTHETIC FINISH APPLICATION I A. Finish Cool: ' l. Apply to molch occepfed somple oreo.2. Comply with monufocturer's instructions. I 3. Apply finish conlinuously ond in one operotion lo the entire woll moinloining o wel t edge so lhoi compleled finish is free of scoffold lines ond olher imperfeclions. I B. Finished Surfoce: Finish cool in which fine crock, pils, check, woves, streoks, colfoces, I blisten or oiher defecii moy develop, will nol be occepfed. Cut ouf ond properly ' reploce such oreos. I 3.06 PRoTEcTToN I Prolecl bose cools ond finish cool from roin, snow, ond frosl for 72 hours following I opplicotion. I 3.07 CLEANTNG I Cleon surfoces sploilered wilh ploster os recommended by monufocfurer. I - SECTION 09250 GYPSUM BOARD I pART r -cENERAL I I.OI SUMMARY I A. Seciion lncludes: I L Gypsum boord for new wolls, portilions ond ceilings. I 2. Reploce exisfing gypsum boord with new gypsum boord. I I sMA 2601e.0o I 9-9 I.02 PROJECTCONDITIONS During gypsum boord opplicolion ond finishing, moinloin lemperolures wilhin lhe buildings wilhin lhe ronge of 55 degrees lo 70 degrees F. Provide odequoie venlilolion lo corry off excess moisiure. 1.O2 SUBMITTALS A. Somples: Submit 2x2' somples of texlure for Archilecl's opprovol. PART 2 - PRODUCTS 2.OI MATERIALS A. Gypsum Boord: 1. Fire Roted: 5/8" Firecode (Type X), oll gypsum boord. 2. Moislure Resislonl: USG W/R. Use ol oll both wolls nol liled. 3. Cemenlitious: Wonderlcoord or USG Durock. Use behind oll lile, ot bothfub ond shower sunounds ond wolls ond ceiling of shower enclosure. B. Accessories: l. Trim: USG No. 2008. Use cornerbeod os oll outside corners. 2. Fosieners: Drywoll noils or screws. 3. Acouslicol Seolonl: USG Acouslicol Seolont4. Acouslicol Insulolion: See Section 09820. C. FinishingMoleriols: l. JointTope: USGSheetrockJoinlTope.2. Adhesive: USG Sheetrock Selling Type Durobond Joinf Compound.3. Texlure ond skim cool finishes by US Gypsum or opproved equol. 4. Veneer Ploster: Seclion 09222 Portlond Cement Veneer Plosler. PART 3 - EXECUTION 3.OI INSPECTION A. Inspection: Inspect froming to receive drywoll. Report ony unsolisfocfory condilions to lhe Generol Controclor. B. Acceplonce: Beginning of work meons occeplonce of froming. 3.02 INSTALLATION A. Generol: Apply ond finish in occordonce wilh Gypsum Associolion GA 216. Instoll resilienl chonnels ol oll lower floor ceilings. B. Sound Insulotion: Instoll in inferior porlitions where indicoted, including bedroom, office, mudroom ond bolhroom wolls. Fit light to odjoining work ond odjoining insulolion for o tighl enclosure free from open ioints, crocks ond voids. C. Loyoui: Apply woll ponels verlicolly full height. Apply ceiling ponels in os long lengths os procticol 1o keep joinis to o minimum. I I I I t T T I I I I I t I I t I I I sMA 26019.00 9-10 I I - D. Fosteners: Apply boords lo wood froming wilh noils or screws. I E. Moislure Resistont: Apply WR seolonl lo cut edges ond fosleners heods.I F. Cementitious Boord: Apply to wood sluds ond lope ioints os recommended. I G. Cuf Holes: Holes for electricol devices, pipes, elc. sholl nol exceed size of cover plole or escutcheon. Repoh oversize hole wilh new ponel of gypsum boord; spockle filling will nof be oermilted.I I H. Trim: Apply ot corners, where drywoll obufs dissimilor moteriols ond os indicoied. I l. Acouslicol Seolont: Apply ot oll edges ond penelrolions of gypsum boord of wolls I conloining sound insulofion. J. Finishing: Apply joinl lreotmenl ol horizontol ond verticoljoints, corner beod, lrim, I penefrotions qnd fostener dimples os recommended by monufoclurer. I L Prefill open. joints ond rounded or beveled edges, if ony. using selfingrtype joint compouno. T1 2. Apply joinf fope oi joinls befween gypsum boords excepl ol trim occesories. t 3, Apply ioint compounds in 3 coots. Sond smoolh belween cools ond ofter losi cool.o. Embedding ond fint cool: Setling-lype joint compound.I 3: FikffiLf'il::-jffi'l"ffiaTffJlflou*o* orroppins compound. -K. Texture: Apply lexfure fo motch opproved somple following opplicotion of prime cool r by pointing subconlrocior. I L Veneer Ploster: Seclion0P22.- I sEcTroN 0934r EXIERToR sToNE pAVER TILEI PART I - GENERAL I I.O1 SUMMARYt A. Section lncludes:I L Slone tile ol exterior deck. I I.02 REFERENCES I Unless olhenvise indicoled, comply wilh oll opplicoble requiremenls of Lolicrele Dolor Sheet 24O.1 ond Tile Council of Americo 2002 Hondbook for Ceromic lile Inslollofion. I I.O3 SUBMITTALS I A. Submiflols for Review: Submil the following in occordonce wilh Section 0133O. r l. Product Doto: Submil producl dolo on oll setting. grouting ond cleoning moleriols. t 2. i""m?:#?#T:mples of pover tile proposed for use showins exlreme voriolions I I sMA 26ore,0o I 9-l I I.04 QUALITY ASSURANCE A. Coniroclor Quolificolions: Subcontroclor musf hove ot leost five (5) yeon experience in lhe instollolion of slone tile flooring. I.O5 DEIIVERY. STORAGE AND HANDLING A. Inspecl flooring unils upon delivery io insure color molch wiih lhe opproved somples ond hondle corefully to ovoid chipping ond breokoge. Slore on pollets or concrele slob unfil reody for use. Cover ond proiecl ogoinsi welling prior to use, ollowing oir circulolion under stocked unils. B. Store cementilious moleriols off lhe ground ond under cover. Slore odmixtures in originol unopened contoiners. Prolecl liquid odmixtures from freezing. I.06 PROJECTCONDITIONS A. Environmentql Requirements: Follow procedures for cold ond hot weother proiection specified in Seclion 04853 Mortor-Ploced Slone Assemblies. B. Proiection of Compleled Work from Physicol Domoge:'1. Prolecl oll flooring ofler setting by suiloble covering.2. Reploce ony work showing domqge or disfigurotion during the progress of work in ils enlirety. No poiching or hiding of defecls will be permilled. PART 2 - PRODUCTS 2.O'I STONE PAVER TILE UNITS AND ACCESSORIES A. Slone Pover Tile: Rectongulor nofurol sfone lile os selecled by Architect.l. Size: As selected. 2. Thickness: %-inch to "/,-inch.3. Finish: Flomed or honed os selecled. Non-slip.4. Edge Treotment: Ground. B. Seoler: Cleor molle seoler os recommended by slone supplier. 2.O2 MORTAR AND GROUT A. Portlond Cemenl Morlor Bed Insiolloiion: Instoll grout, cleon. prolecl, ond cure in conformonce with TCA Hondbook Method Fl4l over concreie topping slob ond Fl l2 over concrete slob-on-grode, ond ANSI Al0B.lA. Instoll lile reinforcing mesh in morlor bed. B. Groul: Lolicreie Dry Bond Grout ond Joint Filler or opproved equol gouged wifh Lolicrele #3701 Grouf ond Morlor Admix. Color os selected by Archifect. C. Mixing propodions ond procedures sholl be in strict qccordonce wilh recommendolions of Lqficrete Doto Sheet 24O.1, 2.O3 CLEANER Lolicrele TC-500 sMA 26019.00 I t I I I I I I I t I I I I t t I I I 9-12 I Ir PART3-EXECUT|oN I 3.ol PREPARATToNr A. Cleoning: Cleon deck to remove dusl, dirl dnd loose moteriol. I I B. Woferproofing ond Proteclion Boord: See Section 07133.L Asphollic Hordboord Protection Boord: Adhered instollqtion over lwo loyen of wolerproof membrone. I 3.V2 INSTALLATION I A. thick Bed lnstollolion: Instoll flooring occording fo thick bed setting moleriols ond I methods specified in Loficrete Dofo Sheef 240.1. Bock bulter eoch unit before selling. Insioll in poilerns indicoled with I /4' joints belween units. I 3.03 cRoulNG AND cLEANTNGtA. Groufing: I I . Groul ioints os soon os iniliol sel or setling bed is ochieved. Grouf joinfs sholl be I pumped full using grout gun or poinling gun ond slruck flush.2. Cure grout by mointoining in domp condition for seven (7) doys. I B. Cleoning: Remove groul hoze wifh grouf ond file cleoner opplied ond removed os t recommended by the monufocfurer. r 3.04 SEALING II Apply seoler to produce cleor mofle finish. I SECTTON 09820 ACOUSTTCAL TNSULATTON ANDSEALANTS I PART I -GENERAL r l.ol suMMARy I A. Seclion Includes: f l. Acouslicol insulofion for oll inlerior bedroom ond bothroom wolls ond ceilings. I PART2-PRODUCTS I 2.ol MATER|ALs I A. Sound Allenuofion Blonkets: USG ThermofiberSound Aflenuotion Blonkets. lhree inches I thick unless ofhewise indicoled. I B. Acouslicol Seolonts; I l. Non-exposed; PecoroBA-98r 2. Exposed, pointed: Pecoro AC-20 + Silicone3. Fire+oled: Pecoro AC-20 FTR I C. Ductwork Penelrofions Pocking: Low densily fibergloss. I SMA2@19.00 9-13 I I D. Duct Liners: Required for HVAC ol Upper Level, Bedroom No. 4 ond Both No. 4. Provide under Section 15002 Design-Build Mechonicol Systems. PART 3 - EXECUTION 3.OI INSTALLAIION A. Sound Attenuotion Blonkels: Ploce in portilions tight wifhin spoces, oround cui openings, behind ond oround electricol ond mechonicol ilems wilhin porliiions ond iighl .lo items possing lhrough portiiions. l. Duclwork Penetrotions: Provide one inch wide cleoronce oround duclwo* ond pock wilh fibergloss reody for colking. B. Acouslicol Seoloni: Apply ol oll edges ond penetrolions of gypsum boord of wolls conloining sound insulolion. SECTION O99OO PAINTS AND COATINGS PART I - GENERAL I.O1 SUMMARY A. Section lncludes: I . Point or stoin oll exierior surfoces nof specificolly excluded. 2. Point or noturol finish oll inlerior surfoces not specificolly excluded. B. Exclusions: In oddilion to moleriol obviously nol requiring poinl such os gloss, floor, lile, efc. do nol ooinl or finish: l. Surfoces indicoled by the finish schedule lo remoin unfinished. 2. Foctory finished surfoces. 3. Integrolly colored veneer ploster ond stucco. 1.O2 SUBMITTATS A. Color Schedule: The Archilecf will provide o color schedule in four copies tolhe Coniroctor lisling point colors selecled. Color seleclions will be mode by the Architect from color systems of regognized poinl compony. lf moteriols of other monufoclurers ore used, colors musl motch those selected. B. Poinl ond Sloin Somples: lf requesled by Architect, prepore ond submil poinl ond stoin somples. Remoke somples until occepted. C. Moleriol Lisl: lmmediqlely ofler oword of lhe conlroct submii o letter lisling the brond ond quolity of eoch different moleriol for use on the prolect. Moleriols list sholl be occepled by the Architect before ordering moieriols. I.O3 PROJECTCONDITIONS A. Exisling Condilions: Spoces must be cleon before finishing is storled. Do not finish rooms or spoces where rubbish hos occumuloled or while rubbish is being removed. Finishing will not be ollowed in dusty rooms. Do nol remove rubbish while finish is fresh. Surfoces to which finish is lo be opplied sholl be dry ond cleon. I I I I I t t T I I I I t I t I t I I sMA 260r9.00 9-t4 o. b. d. f. T I I I I I I t t I I I I t I I I I I B. Environmentol Requirements: Do nol finish oulside surfoces in exfreme cold, frosly, foggy, or domp weother. ln winter weother, finish only when the temperoture is 50 degrees F or over ond surfoces ore obsolutely dry. Exlerior poiniing sholl nol be ollowed while dusi is blowing. I.O4 MAINTENANCE A. Extro Poinl: At the comdetion of pointing, deliver lo lhe Owners one full gollon of eoch poinl color ond type used olong wiih lhe colof number or formulo for eoch lype. PART 2 - PRODUCTS 2.O1 MATERIALS A. Acceploble Monufoclurers: The besl quolify moleriols os monufoclured by ony of the following monufoclurers will be occeptoble:L For Brush, Roller or Sproy work: Benjomin Moore Diomond Vogel lCl Dulux Kelly-Moore Kwol Points Pittsburgh S. Shenarin-Williomsh. Approvedsubsfiiute.2. Inlerior Sioin ond Vornish: ML Compbell, Proll & Lomberl, Inc., Sherwin Willioms, Pittsburgh or opproved subslilule. ..3. Exlerior Stoin: Okon, Messmers, Cobol or opproved subslilule 1o moich opproved Town of Voil Design Review Boord submiffol. B. Quolity: All producls not specified by nome sholl be "best grode'or "firsl line'producls or occeploble monufoclurers. See Porl 3 Execuiion for moleriols required tor this project. Where possible moleriols sholl be of o single monulocturer. PART 3 - EXECUTION 3.OI EXAMINATION A. Verificolion of Condifions: Erqmine surfoces scheduled lo receive poinl ond finishes for condilions lhqt will odversely offect execufion, pernonence or quolity of work ond which connof be pul inlo on occeploble condilion through preporotory work os included under Preporotion. Report unsoiisfoclory condilions to lhe Generol Conlroctor in wrifing wilh copy to the Archilecl. B. Acceptonce: Beginning of opplicotion meons occeplonce of exisling surfoces. 3.O2 PREPARATION A. Generol: I . Sond finishes on wood qnd metol surfoces between cools lo ossure ffiloolhness ond odhesion of subsequenl coots, Use exlro fine sondpoper f o ovoid cutting f he edges when sonding. Apply pully or spockling compound ofler surfoces ore primed ond primer is dry. Bring moteriol flush wilh odjoining surfoces. sMA 26019.00 9-t 5 2. Surfoces sholl be perfectly dry, cleon ond smoolh before slorting wo*. Fill crocks. holes or checks full ond moke smoolh before finish is opplied to surfoces. Fill ony crocks, eic.. which occur ofter wolls ore sized. B. Wood:l. Inlerior Wood Surfoces lo be Poinfed: Remove sop on surfoce by solventwiping. Touch-up resinous oreos ond knots with lwo coots of shelloc. Fill voids wif h o high quolity, leod{ree poste wood filler otier primer is dry.2. Interior Wood fo be Cleor Finished: Sond smoolh ond free of morks. Fill voids ond nqil holes ofler first cooi is dry using o filler compolible wilh the finish syslem ond molching color. C. Metols:l. Fenous Metol: Remove foreign moferiol, rusl ond mill scole from unprimed melol.o. Wire brush orsond domoged or rusled oreos io bright melol.b. Remove greose ond olher foreign moleriols wilh minerol spirits.c. Dusl cleon.2. Shop Primed Melols: Touch-up shop primed metols wilh o primer similor lo the ex'sling. Sond shop primer on hollow metol work immediotely before pointing lo remove greose ond dirt film from surfoces.3. Zinc Cooled Metol (Golvonized Surfocesf : Solvent cleon wiih minerol spirils or ofher occepfoble solvenl in occordonce with SSPC-SPI to remove oll residue oil, greose or olher contominolion. Prime os specified.4. Non-fenous Melols: Cleon with locquer lhinner. D. Prolection: I . Furnish ond loy drop cloths or mosk off oreos where finishing is being done lo prolect floors qnd otherwork from domoge during the execution of wok.2. Remove items which ore noi to be cooled from surfoces which ore to be coofed. Reinsloll ilems ofter complelion of coofing opplicolion. Include mechonicol grilles ond loclory finished ifems.3. Where it becomes necessory lo remove lemporory coverings ploced by olhen, reploce some in proper monner.4. Remove empty cons, oily rogs ond woste from lhe building every night. Do nol ollow lo occumulole. E. Domoge lo Work of Olhers: Be responsible for ony domoge done to the work of oiher trodes, repoiring some lo ihe solisfoclion of the Archifect. Reploce ony moteriols domoged lo such on exleni thol they connol be restored fo lheir originol condilion. 3.03 WORKMANSHIP A. Existing Surfoces: lf the surfoces ore not in proper shope for pointing, repoir, rebuild or refinish before proceeding wilh the wo*. Be responsible for ony poor work coused by improper surfoces. The opplicotion of ihe fint cool does nol relieve fhe responsibilily for lhe bose. Do not opply ony cools on eilher domp orwef surfoces ond in no cose unlil lhe preceding coot is dry ond hqrd. B, Applicotion: Spreod moteriols evenly wilhouf runs or sogging of moleriqls ond lhoroughly brush ouf. Sond work belween cools. C. Wood Doors: Finish fhe upper qnd lower edges of wood doors the some os the foce. Do lhis work ofter doors hove been fitled ond ore reody for finol honging. I I t I I I I t I I I I I I I I I I I sMA 26019.00 9-15 I Ir D. Colors: Finish cool sholl be color os selecled by Architect. Tint primers lo molch finish cool. I E. Roller Applicotion: Where poinl or enomel is rolled on, use o fine nop roller so o neorly flol or oronge peel lexture is obloined. I 3O4 COATING SYSTEM - INTERIORI Minimum of lhe Following:II A. Woodwork ond Wood Doon - Sloined: Apply preporolion cooi os required. Firsl Coot Wood Sloin os selected by Inferior Designer. I Second Coot Polyurethone Vornish - cleor molte I Third Cool Polyurethone Vornish - cleor mofte Sond with No. 100 sondpoper between cools. I B. Woodwork - Sloined ond Vornished:I First Coof Wood Stoin os selecled by lnlerior Designer Second Cool ML Compbell "Mognoloc" I Third Coot ML Compbell "Mognoloc" I Sond wifh No. l0O sondpoper befween cools. C. Woodwork ond Wood Doors- Pointed:I Finf Coot Suitoble PrimerI Second Coot Enomel Undercool Third Coot Flof Enomel I D. Fenous, Zinc Cocrfed 6r Focfory-Primed Mefols - Poinfed:r First Coot Suifoble Pimer or Fociory-Prime Coqi Second Coot Enomel UndercoolI Third Coot Semi-Gloss EnomelIE. Drywoll Wolls - Pointed: I First Cool Suiloble Primer I Second Cool Lotex Enomel, Eggshellr Third Coot Lotex Enomel, Eggshell I 3.os coAltNG SYSTEM - ExTERToR I Minimum of the Following: I A. Fenous Metols - Poinled: - Firsl Coot Foclory Prime Cool or Suitoble Primer Second Coot Alkyd Semi€loss Enomel, Exferior I Third Cool Alkyd Semi-Gloss Enomel, Exferior I B. Zinc Cooled Metol (Golvonized) - Poinled: I First Coof All-Surfoce Acrylic Lotex Primer I Second Coof Acrylic Lolex Semi-Gloss Enomel, Exteriorr Third Coof AcMic lolex Semi-Gloss Enomel, bderior I I sMA 26ole.0o t 9-17 D. Exieribr Exposed Froming, Wood Doors ond Trim - Sloined C. Wood Foscio, Siding, Soffits - Sloined First Cool Second Cool First Cool Second Coot E. Exierior Wood Decking - Slqined Coboi Semi-Tronsporenl Sioin Cobol SemFTronsoorenl Sloin Cobol Semi-Tronsporenf Sloin Cobol Semi-Tronsoorenl Sloin Cobof Solid Color Decking Stoin, # 1800 Series Cobof Solid Color Decking Stoin, # 1800 Series Cobol Cleor Solulion Stoin/Preservolive Cobot Cleor Solution Stoin I t I T I I t I I t I I I I t I I I I Firsl Coot Second Coot F. Exlerior Wood Roil Cops- Tronsporenl Finish Firsl Coot Second Coot 3,06 MISCELLANEOUSREQUIREMENTS A. Mechonicol Piping ond Duclwork Wherever insuloled pipe or duciwork occurs in rooms where wolls ore finished, cover convos jocket with one cooi seoler ond lwo coots flot woll point. Wherever uninsuloled piping or duclwork occun in rooms where wolls ore finished or elsewhere os colled for, finish pipes os colled for under fenous zinc cooled, or foclory primed mef ols. See Division l5 for identificotion morkings. B. Grilles, Regislers ond Louven: Prime cooled grilles, registers ond louvers, except those buill permonently into mosonry, will be delivered to this controcfor by the porly furnishing some. They sholl be sproy pointed in colors os direcled thoroughly covering oll surfoces visible ofter instollof ion ond returned lo lhe supplier for inslollofion. Afler inslollotion, do such fouch up of screws ond scuffed spofs or repoinling os required to ochieve o uniform point job. C. Objects on Roof: Point oll metol objecis on the roof including. but nol limiled to, roof droins, venls, elc. os specified under fenous, lnc cooted metols. Do not poinf copper. 3,07 CLEAN UP A. Finol Cleon-Up: Af lhe completion ol work, remove oll surplus moleriols, stoging, rubbish; cleon off oll poinl, vomish, sloins from floors, gloss, wolls, hordwore; ond leove lhe premises in cleon condilion. SECTION 09985 POLYMERIZED CEMENT]TIOUS COATING PART I - GENERAL I.OI SUMMARY A. Section lncludes: l. Cemenlifious cooling for exisling goroge slob.2. Surfoce preporoiion ond cleoning. 3. Cemeniitiousunderloymeni. sMA 26019.00 9-18 I I r t.a2 suBMtTrALs I A. Submitlols for Review ond Acceplonce: Submii lhe following in occordonce wilhf Section 01330:1. Producl dolo. 11 2. Somples: Submit color chorls for Archileci's ond lnierior Designer's color seleclion or I verificolion. I.OJ QUATITY ASSURANCE t A. Cementilious Cooling ond Underloymenl Instoller's Quolificolions: Instollolion of cemenfilious cooting ond underloymenl sholl be by on opplicoior outhorized by the r Monufocturer using Monufocture/s opproved mixing ond pumping equipment. Ir l.o4 DELtvERy, sToRAGE AND HANDLTNG I Moteriols sholl be delivered in lheir originol, unopened pockoges, ond protected from I exposure to the elemenls. Domoged or delerioroted moiedols sholl be removed from the premises. T I.O5 PROJECT CONDITIONSr A. Environmenlol Requiremenls: Before, during ond ofter instollolion of cemenlilious I cooling ond underloymenl, building interioi sholl be enclosed ond mointoined ol o I temperoture obove 50 degrees F (10 degrees C) ond below l0O degreesF (37.7 degrees C) unfil struclure ond subfloor temperolure ore slobilized. I I '06 SCHEDULINGI Applicotion oi underloymenl ond coofing sholl nol begin until the building is enclosed, I including roof, windows. doors, ond of her fenestrolion. Insloll ofter drywolt instollofion I unless tenonl linish requiremenls idenfify porlilioning ofter lhe pour. - PART2- PRODUCTS r 2.01 MANUFACTURERS I A. Acceploble Mqnufocluren: I L Moxxon Corporqiion; www.moxxon.com2. Approved substitule in occordonce with Seclion 01600. I 2.o2 MATERTALsI A. Cementilious Cooling: Moo<on ColorKofe or occepted subsfilufe. Pigmenled, fluid- I opplied, breolhoble, woter-reiordonl, cemenlilious cooling for concrete.r B. Underloyment: Moxxon Underloymenl or occepted subslilute. I l. SondAggregoleForMoo<onUnderloymenl:Sondshollbel/8inch(3mmlorles. I [XT::ffir:litor plostersond. meerins requiremenls of Morc<on corporotion I C. Mix Woter: Potoble, free from impurifies. I - SMA 26019.00 9-19 I I D. Subfloor Primer: Moxxon Floor Primer. E. Seoler: Moxxon Oversprqy or Moxxon Acrylic. 2.03 MTXES A. Underloymenl: Underloyment mix proportions ond melhods sholl be in strict occordonce wilh produci monufoclurer recommendotions for the individuol product. PART 3 - EXECUTION 3.OI EXAMINATION A. Verificolion of Condilions: Applicotor sholl inspeci surfoces to which cooling is to be opplied ond sholl reporl unsoiisfoclory condiiions lo the Archilecl ond Generol Controclor before proceeding. I . Verify subfloor is slruclurolly sound, cleon ond free of conf ominonts thol could prevent proper qpplicolion or impoir proper effecliveness of producls to be opplied. B. Stort of opplicolion meons occeptonce of surfoce. 3,02 PREPARATION A. Cleoning of Subfloor: Cleon subtloor to remove mud. oil, greose, ond olher conlominoling foctors before beginning opplicolion. B. Leok Preveniion: Fill crocks ond voids with o quick selling polching or coulking moteriol where leokoge of underloymenf could occur. C. Priming Subfloor: Prime subfloor using compoiible primer. Follow monufocture/s priming insfrucfions os loilored fo lhe porosity ol the subfloor; opply multiple coots if necessory. D. Exponsion Joints: Allow joinls lo conlinue ihrough the underloyment ot the some widf h. 3.03 APPLICATION OF CEMENTIIIOUS COATING AND UNDERLAYMENT A. Generol: Applicolion ond meihods sholl be in slricl occordonce wilh produci mqnufocturer recommendotions. B Applicotion of Underloymenl:l. Follow Monufociurer's recommendotions for minimum fhickness.2. Spreod ond floot underloymenl lo o smoolh surfoce.3. Excepl ol outhorized joinfs, ploce underloyment os conlinuously os possible uniil opplicotion is complele so thot no underloymenl slurry is ploced ogoinst' underloymenl product thot hos obloined its initiol sel. C. Drying: Provide continuous venlilotion ond odequote heot to ropidly remove moisture from the oreo until the underloyment is dry. Provide mechonicol venlilolion if necessory, L To lesf for dryness. tope o 24 inch by 24 inch (609 mm by 609 mm) secfion of plostic or o high density rubber mot to the surfoce of lhe underloymenf . After 48 io 72 hours, if no condensotion occurs, the underloymenl sholl be considered dry. t T I I I I t I I I I I t I I I I I I sMA 26019.00 9-20 I I Anolher oplion is using Delmhorst BD 2'100 or G-79 moisture meier ond obtoining o reoding of l0% or less. I D. Applicotion of Cooting: Underloyment must be cleon ond dry before beginning opplicolion. Seol the underioyment using Moxxon Oversproy or Moxxon Acrylic per I monufocturers' recommendotions. Mix, opply cemenlilious cooling, ond seol following I monufocturen' recommendotions. 3.04 CURING, PROTECTION AND CLEANING f A. Curing Cementilious Cooling: Cure occording lo monufoclurers' recommendotions, toking core lo prevent conlominolion during opplicqtion sfoges ond before compleling I curing process. Close opplicolion oreo for o minimum of 24 hours. I 3.05 F'ELD euAlrfy coNTRoL I A. Slump Tesf Underloymenl: Follow monufocluren' slump lesf recommendolions for lhe t respecfive underloymenl. I B. Field Somples of Underloyment: I l. Testing: By opplicofor.r 2. Al leosl one sef of 3 molded cube somples sholl be loken from eoch doy's pourI fl"J',t%'[:J:,1?i'.'I::::?55]]13'l?,?; fi:??:::llff,5::i':::3[[:?ffo o' I respecfive underloymenl product.3. Tesl results sholl be submitled to the Architect within 7 doys of lesting. I 3.06 PROTECTIONI A. Prolection From Heovy Loods: During conslruclion, ploce lemporory wood plonking over I underloyment ond cementitious cooting wherever it will be subjecf to heovy wheeled or I concenfroied loods. END OF DIVISION 9 I sMA 260re.oo I I I I I I I 9-21 I I I I I I I I I I I I I I I I DIVISION IO. SPECIALTIES Generol Requiremenis: Generol Conditioru, Supplemenlory Condilions ond Division | - GenerolRequiremenls opply lo work of lhis division SECITON IOI87 SHOWER DOORS AND ENCT.OSURES PART I.GENERAI l.ol suEMmAl.s A- Shop Dror'.ririg ond Product Dolo: Submit producl dolo tor oll shower enclosures. Submit shop drowings for oll cuslom unils. I.O2 QUAL]TY ASSURANCE A. ReguloloryRequiremenls:l. Glozing Used in Doors qnd Ponels of Showers ond Bolhlub Enclosures ond Wolls Errclosing These Comporlmenls: Comply wifh CPSC | 6 CFR, Porl l20l criledo for Colegory lor Colegory lt os indicoled in tRC Tobte R308.3. P^RT 2 - PRODUCTS 2.OI SHOWER ENCLOSURES A. Shower Door ond Enclosure Type: Cuslom fobricoted, ollgloss enclosure wilh swinging shower door and matchlng operable glass transom.l. Sizes: As Indicoled_2. full heighl gloss enclosure wilh door obove curb os indicofed.3- Cleor vlny' slops where Indlcoled. B- Hordwore: l. Monufoclurer: Cusfom Hordrrore Monufocturing, lnc. (CHMI).2- hno Style hondles ond push/ptrl sel. {Double swlng).3. '/.-inch dromefer sofd bross f G8 with woterlighl hinges - . 4. Rnlsh as selectd by Orrrr€r.C. Gloss; ASTM C 1048 Ft, Clos l. quofty q3 gleing selecl, 3/8 inch thick cleor lempered gloss. PART 3 - DGCI'TION 3.01 |NSTALUnON A. lrulol occording lo monufocture/s inslruclions ond opproved strop drowings. 8- A{Ust lo work keely with o[ horchrvore funclioning properly., Reodusl ol complefion ol ' job il drected by Archilecl.I I I sMA zdot9.00 rGl SECTION IO23O VENTS PART I -GENERAL I.OI SUMMARY A. Seclion Includes: l. Operoble metol foundotion venls' 2. Insecl Screens. B. Reloled Sections: l. Wood Allic Louvers: Secl'ron O62lO Exterior Finish Corpenlry' PART 2 - PRODUCTS ,' , 2.OI MEIAL VENTS A. Foundqtion Vents: l - Moleriol: Cosl oluminum with stiding domper behind blodes' 2- Finish: Primed lor finish Poinf' 3. Size: As indicoled on Drowings' B. lnsecl Screen: Fibergloss or oluminum' PART I.GENERAL I.OI SUMMARY A. Seclion Includes: l. Ceromic gos log set. 2- Interior fire screen. T I I I I I I I I I I I l I I I I I I B. Reloted Seclions: l. Pretobricoted Mosonry Freploce Asemblies: Seclion 04882' I.O2 SUEMITTALS A.ShopDrowingsondProduclDolo:Submilshopdrowingsondptoducldoloonoll fireploce ocJessories os specified under Seclion 0,|33O' ' B. Closeoul Subrnilrob: Submit the follcwing in occordonce wilh Seclion 01780' l. Operofion ond moinlenonce dolo' 2. Wononlies. I.O3 QUALITY ASSURANCE A. Requiremenls of Regulolory Agencies: Fireploces ond occessories musl be $sled ond . opproved by UnOeilrilers ioOorotories, Inc. ond lhe Inlernolionol Conference of Building sMA 26019.00 l02 I I I I I I I I I I I I sMA 26019.m officiols, unils. llues ond insloltotion sholl meet buitding code requiremenls referenced in Division I . I B. ReferenceSlondords: ComplywithNFPAStondordNo'2ll' PART 2 - PRODUCTS I 2.or FlREptAcE sPEctALrlEs AND AccEssoRlEs I A' Gos Logs: Horgrove westem Pine Gos fre Logs' hryrth i.' be 3or' Slyle oiseleclJd by Archilecl. Fr-rr*sh wo[ s'',ilcn conlrot ond eleclronb inilion (no priotl. Point gos shul-off volve escutcheon lo molch sunounding moledols' I B. Fire screens, PART 3 - EXECUTION I 3.ol ,NSTALLAII.N See lntericr Finish Monuol. t I A. Insloll occessories occorcfing lo opproved shop drowings ond producl dolo monufoclure/s inslollolion iistrucilons. Moinloin oll required cleoronces fo combruslitile rnoledols. B. Gos SeMce: By Mechonicol Conlroctor. END OF DIVISION IO tG3 I O DrvrsroN r -E.,TPMENT ' Generol Requiremenls: 'Generol Conditions. Supplemenlory Condilions ond Dvision | - Generol I Requiremenis opply fo work of this division.I I sEcTroN r t4s4 sTEAM BATH EeutPMENT I PART I . GENERAL - I r.0r SUMMARY A. Seclion Includes: I L Sleom shower sleom generofor. I 2. Sfeom shower conlrol unil in shower, f B. Reloled Seclions:I ) g::t::x1ffi[,,Y5; ;::;H;;ffi3:;Bt-3Jlljg,!rig?fJ;'..#' I l.o2 suBMrTrALsIA. Product Dolo: Submil in occordonce wilh Section 0133O. Include rougNn diogroms ond monufocfurer's instollolion inslruclions' r PART2-PRoDUCTS I 2.OI STEAM GENERATOR AND RELATED EQUIPMENT I A. AcceplobleMonufocturers: I l. Helo Souno ond Sfeom. I 2. Sussmon-Aulomofic of Colifornio, lnc., BOo/7&STEAM; www.mnleom.com 3. Acceoted subslilule in occordonce wilh Seclion 01600. I B. Generolor: Mr. Steom Model MS Super I residenliol sleom generolor or occepled I substilule.l. Voltoge: 2&v/lPH. I C. Conlrol Unit: Mr. Steom Model Smori/Plus, low voltoge, on/off qnd pouse swilch. I D- Accessories: Provide bross sleom oullet heod. woler feed, pressure relief .volve, I condensofe drip pon ond droin. Furnish occess ponel for occess fo sfeom generolor. t I . Fumish cccess ponel.for occess lo sleom generofor. 2. Finishes os selecled. I PART 3. EXECUTIONI 3.OI EQUIPMENTINSTALLATION I A. Inslolt occording to nronufoclurer's instruclions, Conlroctor sholl be responsible for design ond insfollolion of com$ele ond funcf'roning sleom spfem including plumbing, elecldcol ond confrol syslems. Mounf generofor in Mechonicol Room os indicoled. I Provide 3/4' copper woter supply I /2' copper qk gop lo droin ond copper steom pipe. No golvonized pipe or fittings. No dips or lrops in steom line. I B. Finol plumbing ond eleclricol conneclions by mechonicol ond eleckicol conlroclors. I END OF DIVISION I I sMA 26019.00 I I I l-. o DIVISION I3 - SPECIAL CONSTRUCTION Generol Requiremenls: Generol Condilions. Supplementory Conditions ond Division I - Generol Requirements opply to work of this division. sEcTroN 13900 F|RE SIPPRESSTON PART I - GENERAL I.OI SUMMARY A. Section lncludes l. Complele clesign ond insf ollolion of sprinkler system for fire suppression lo meel regulotory requirements. Fire prof eclion subconlroclor sholl be responsible for designing furnishing ond inslolling o complele outomolic fire sprinkler syslem for lhe entire building. The work sholl include bul noi be limiled io lhe following ilems: o. Sysfem Design Requlremenfs b. Underground Piping c. Inferior Above Ground Piping d. SpdnklerSyslem e. Fire Deportmenl Connections I.O2 QUALITY ASSURANCE A. Conlroclot's Quolificolions: Firms regulorly engoged in the design ond instollolion ol fire proteclion syslems, of types, moleriols, ond sizes required, which hove been in solisfoclory use in similor service for nol less thon 5 yeors. B. Codes ond Slondords: |. NFPA Complionce: Instoll fre proleclion syslerhs in occordonce wilh NFPA l3R, Residenliol conceoled heods. 2. UL Complionce: Provide fire proteclion products in occordonce wilh UL slondords; provide UL lobel on eoch producl. 3. Voil Fire Deporlment/Morshol Complionce: Instoll fire proteclion syslems in occordonce wilh locol regulolions of fire deporlmenl of fire monhol. sMA 2@r9.00 I I I I I I I I I I I I I I I I I I I t3-2 I r 4. Screw Threod Conneclions: Comply wilh locol Fire Deporf ment/Morshol regulotions for sizes, lhreoding ond orongemeni of conneclions for fke deporlmenl equipmeni lo stondpipe system.I I.03 SYSTEM DESIGN REQUIREMENTS: I A. Verify requiremenls wilh Jurisdicfionol oufhorities, i.e.: lnsuronce Co. or Underwrifer, Fire Deportment or Morshol, or Building Deporlmenl. Provide sysiem complele, functionol ond occeploble fo Jurisdiclions wilhout penolty of ony lype lo the insuronce premiumI role.I B. Insloll dry system in olfic ond wet syslem of oll other levets. I C. Syslem sholl be instolled hydroulicolly colculoled per NFPA l3R. D. All colculotions sholl include flow lesl resulis. Flow tesls sholl be performed by this I Controctor ond verified by the Voil Fire Deportment.I E. Controclor sholl use 100% flow fesl presure doto os the bose in performonce of the I Proiect Colculofions. I F. Six Copies of Hydroulic Colculolions ond Drowings sholl be submilled for review. Drowings sholl show hydroulic reference poinfs, hydroulicolly mosf remole oreos cleorly I shown, ond proof by exomple thot oreo shown is in foce fhe hydroulicolly most remote. I G. Areo ond densities sholl conform lo NFPA l3R or iurisdictionol oulhorities requiremenls. I G. Include oll lines os cenfer to center of fillings, nol cul lengths, include oll fittings.I H. Spdnkler sholl be cqlculoled from the flow fesl elevolion to the highesf sprinkler heod. I l. Provide oll trim ond occesories, inlels, olorms, swiiches, ond volves required. I J. Provide b,rocing, reslroining, thrust blocks, rods, qnchors, cothodic prolection. ond ploslic I oioe wroo os reouired. K. Provlde conceoled heods excepi ol olfic or os olherwise indicoled. I 1.04 SUBMIITALS: I A. Producf Dolo: Submii producf dolo lor fhe following items: I L Pipe, fiftings, hongen, ollochmenls devices, ond volves.r 2. Sprinkler heods ond esculcheons.3. Speciolty volves ond devices.I 4. Alorms ond connecfing devices. I 5. Flow swiiches. r B. ShopDrowings: Submifshopdrqwingsforfhefollowingilems: I ' ,T,t"ffi::"#::ffi:1!1t*?yli3il::*'n moin' ond rine erevotions' shes' ond 2. Show lights, regislen, grilles, diffusers, heot detection devices, ceiling grids. beoms, I joists, trusses ond olher ilems of possible inf erference wilh proper funcfion or routing I of lhe sysfem ond componenl devices such os occess ponels, clerestories, disploy - SMA 26o19.@ l$3 I I slruclures, , etc. Hydroulic colculotions, sholl be prepored in o form wilh oppropriole informoiion os required ond occeploble fo oll reviewing ond jurisdictionol ogencies.3. All drowings ond colculolions sholl be reviewed ond occepted by the jurisdiciionol fire deporlment, building deportment, fire morshol, ond ihe insuronce conier or insuronce reviewing oulhorify prior lo submilting 1o ihe Architect. lndicoiion of review ond occeptonce by oll ogencies, os oppropriole, sholl be cerfified by nome of reviewer, ogency, ond dote offixed to the plons or reproducibles submilled lo 4. lllS#iTllil;s, monirors ond olt erec.rricorwirins diosroms. C. Cerlificole of lnstollolion: Submit certificole upon complelion of fire prolecfion piping work which indicoted lhot work hos been tested in occordonce wilh NFPA l3R ond thot sysiem is operotionol, complete, ond hos no defects. D. Record Drowings: At projecf closeouf, submil record drowings of instolled fire protection piping ond producls; in occordonce wilh requkements of Secfion 0178O. E. Moinlenonce Dofo: Submil mointenonce dolo ond porls lists for fire profecfion moleriols ond producls. Include lhis dolo, product doto. shop drowings, opprovcrl drowings, opprovol colculolions, ceriificofe of insfollotion, ond record drcn/vings in mointenonce monuol; in occordonce with requiremenls of Seclion 0l 780. I.O5 PROJECTCONDITIONS: A. Controclor sholl nof fobricote or insloll qny piping until he hos ossured himself lhof lhe piping con be run os conlemploted in cooperotion with Controclon of ofher Divisions of lhe Work ond the physicol conslroinls of fhe Slrucfurol ond Architeclurol Work. I.O5 WARRANTIES: A. Provide originol copies of oll wononties ond exlended wonqnties for specific equpment where specified ond in occordonce with Seclion 01330. PART2 -PRODUCTS 2,O1 MATERIALS AND PRODUCTS: A. Generol: Provide piping moleriols ond foctory-fobricof ed piping producfs of sizes, types, pressure rotings, temperolure rolings. ond copocities os indicofed. Where nol indicoled, provide proper seleclion os determined by Insloller to comply with insfollolion requirements. Provide sizes ond types mofching piping ond equipment connecfions; provide fittings of moferiols which molch pipe moteriols used in fire profeclion sysiems. Where more lhon one type of moteriqls or producls ore indicqled, seleclion is Insfolle/s oDtion. 2,02 INTERIOR PIPING: A. Pipe ond Joinls:L All pipe ond fittings sholl conform 1o NFPA l3R. B. Volves:|. All volves ore lo be indicoting type. I I I I I I I I I I I I I I I T I I I sMA 26019.00 134 a r'\ I I I I t t T I II I I I I I I t I I 2. All volves U.L. lisled or F.M. opproved. Hongers: All hongen, olfochmenls ond components U.L. listed or F.M. opproved. Bockflow Prevenlen: I . Provide bockflow prevenler ossemblies in fire service os requked by locol woter deportmenl. 2. Bockflow prevenfers sholl be eilher double check, double delecfor check or reduced pressure lypes os required ond sholl be U.L. ond F.M, lisfed for fire proleclion service. O.S.& Y. gofe volves sholl be fumished os porl of eoch ossembly. 3. Provide droin funnels oi dischorge port of reduced pressure bockflow prevenlers with full size droin piped lo floor droin or other opproved locoiion, 2.M FIRE PROTECTION SPECIALTIES: A. Generol: Provide swilches ond olorms ond olher fire proleclion speciollies, Ullisted, B. Provide sizes ond fypes which mofe ond molch piping ond equipmenl connecfions. 2.04 AUTOMATICSPRINKLERS: A. Generol: Provide outomolic sprinklen wilh droo down heods. Provide fusible links for 165 degrees F. B. Sprinkler Heods: Type l3R.l. Finish: Foclory qpplied custom color to motch poinled ceilings. I PART3-ExEcuTroN 3.OI INSTALLATION: A. Generol: Provide o complele operoble system designed ond insfolled in occordonce with opplicoble locol, slole, federol ond iurisdictionol codes, enforcement ogencies ond insuronce rofing or underwriting ogencies. B. All systems sholl be droinoble wilh proper droinoge devices, ond droin lerminolions in woll of sloir well. Provide occess ponel of drqin. See Secfion 08310, C. All systems sholl be supported ond broced for conformonce to proper ond opplicoble slondords. D. Core sholl be token with chrome ploted or olher polished finish componenls so lhot mordng does noi occur to lhe finish, ond instollqfion provides for o uniform pollern ond lrue inslqllolion. E. lnstoll Sprinkler heods on o true oxis line in bofh dlrections o moximum deviolion of l/2 "plus or minus". Any heods exceeding lhe moximum loleronce ore 1o be removed ond reinslolled by the conlroctor. 3.O2 FIELD QUALITY CONTROL: A. Sprinkler Piping Flushing: Prior lo connecfing sprinkler risers, flush wofer feed moins, leocl- in conneclions ond conirol portions of sprinkler piping. Afier fire sprinkler piping sMA 260t 9.00 'l$5 B. instollolion hos been compleled ond before piping is ploced in service, flush eniire sprinkler system, os required 1o remove foreign substonces, under pressure os specified in NFPA l3R. Continue flushing unlil woler is cleor. Hydrostoiic Tesiing: After flushing syslem, lest fire sprinkler piping hydrostolicolly, for period of 2 houn, ol not less thon 200 psi or of 50 psi in excess of moximum stolic pressure when moximum sfotic pressure is in excess of 150 psi. Check syslem for leokoge of ioints. Meosure hydroslolic pressure oi low point of eoch syslem or zone being fested. Repoir or reploce piping syslem os required fo eliminote leokoge in occordonce wilh NFPA stondords for "liitle or no leokoge" ond retesl os specified lo demonslrote complionce. CERTIFICATE OF COMPLEIION: Obtoin certificole of complionce ond complefion for jurisdiclionol ogencies, os opplicoble ond preseni to Owners. END OF DIVISION I3 I I I I I I t I t I I I I I I T I 3.03 A. t I sMA 260r9.00 l$6 I r DNFT.N I4-coNVEYrNGsYsTEMs I Generol Requiremenls: Generol Conditions, Supplementory Condiiions ond Division I - Generol Requirements oppV to work of this division. r sEcTtoN l4l2o ELECTRIC DUMBwATTER I a*, tor*.*o,I I.OI SUMMARY I A. Seclion lncludes:L Residentiolelectricdumbwoiter. I B. Retoted secrions:I l. Access Ponel: Seclion 08210 Wood Doon.2. Division l6 - Eleclricol: I o. Eleclricol conneclions. I b. Suiloble connecfions from lhe power moins fo eoch controller signol equipmenl feeden os required, including necessory circuit breokers ond fused I c. $Sli:?:T,'.??l'::il,'L?,iln, resrins ond odjusrins, othe someI chorqcteristics os ihe permonent supply. r 142 REFERENCES I A. Reference Siondords: Comply wilh: I . ANSI A I 7.1 - Sofefy Code for Elevof ors, Escololors ond Dumbwoilers, 2000 edilion. I I,03 SYSTEM DESCRIPTION I A. DescripfionofSystem: theElevolorCompony- Model "HondyWoilel'or oPProved subsf iluteNumber One (llunit Floors Served Lower Level fhru Upper Level I Trovel 18-1Y2",fie1d verify I NumberofSfops 3Openings ln line I PowerSupply I lsv, single phose I Copocity 125 lbs. minimumr Minimum Up Speed 3O feef per minule full lood Cor Size 2Ginch by 2Ginch by 4Ginches high. I Operotion Pushbulton oulomotic coll ond send with sloinless I sleel foceploles; illuminoted conlrolsDoors Inledor rollup door by cob monufoclurer exterior occess door provided under other seclions of r Specificotions.r Cob Finish Conversion vornish cleor Alder Sofety Feofures Slondord feolures, slock coble s\Mitch, top finol limit, ond UL roled door lock ossemblies; continuous door I locks. r SMA 26019.00 l4-l I I B. Compleie Instolloiion: Provide o compleie instollolion of eleclric dumbwoiter. lnclude lhe occessory ilems listed performed in o first-closs ond workmonlike monner. Include moteriols ond work os indicoied on Drowings ond specified. I.O4 SUBMITTALS A. Shop Drowings ond Producl Dofo: Submit in occordonce wilh Seclion 01330. lnclude: L Hoistwoy drowings. 2. Cob drowings ond descriplive brochure. 3. Conlrol button locotions. 4. Coll out door centerlines on plon view drowings. I.O5 QUALITY ASSURANCE A. Regulotory Requirements: Comply wilh Nolionol Eleclricol Code, ond opplicoble slote ond locol codes. I.06 PROJECTCONDITIONS A. Existing Condilions: The following work sholl be performed under other seclions:l. A legol hoistwoy, properly fromed ond enclosed.2. Adequote supports ond foundolions to corry fhe loods of equipmenl, including supports for guide roil brockets.3. Selting of onchors ond sleeves. 4. Sill recesses ond the grouling of door sills ond hoistwoy fromes offer instollotion. 1.O7 WARRANW A. Provide one yeor wrifien wononly for moieriol ond insfollotion in occordonce with Section 01780. Moke good ony detecis, not due lo ordinory weor ond teor or improper use, which moy develop wiihin lhe wononly period. PART 2 - PRODUCTS 2.OI DUMBWAITER A. AccepiobleMonufocturen: 1. The Elevofor Compony.2. Motot, Inc. 3. Approved Substitule B. Cor: Cleor Alder conversion vomish shop finish. PART 3 - EXECUTION 3.OI EXAMINATION A. Verificotion ot Condifions: Prior lo beginning the inslollofion of equipmenl, exomine the following to verify lhol no irregulorities exisl thot would offeci the quolity of execution or work os specified: | . Hoislwoy size ond plumbness. 2. Sill pockels ond entry supports. 3. Stobilify of hoistwoy wolls. I I t I I I I I I I I I T I I I I I I sMA 26019.00 t4-2 I I I I I I I I I t I I I I I I t I I B. Acceplonce: Beginning of instollof ion meons occepionce of exisling condilions. 3.O2 PREPARATION A. The entire front woll of the hoistwqy sholl be lefi open unlil enlronces ore insiolled. Afler guide roils ore sel ond lined, lhe entronce fromes shoil be inslolled in perfecl olignment with lhe guide roils. Finished wolls sholl then be compleled. 3.03 INSTALLATION A. Generol: Instoll occording lo monufoclurer's instruciions, reference stqndqrds ond opproved shop drowings. B. Wiring: Furnish ond instqll necessqry wiring in the hoistwoy in occordonce with the NEC, lo connect lhe operoting butfons ond switches to the conlrol boord in lhe power unil. Allwiring sholl be done in rigid conduil or eleciricol mefollic lubing excepl 1o moving opporotus which sholl be connecled by short lenglhs of flexible conduif . C. Pointing: Properly point exposed metol work fumished under this section excepl os olherwise specified otler insf ollolion. 3.04 FIELD QUALITY CONTROL A. Running Test: In oddifion to lhe olher requiremenls, inspections, lesls ond remedies herein provided upon complelion of the instollolion ond before finol inspecfion moke, in fhe presence of the Archilect, o running speed lest wilh full moximum lood to delermine whelher the equipment os inslolled meets the speed, copocity ond other requiremenls of ihe specificolions. B. Replocement: In fhe event lhe equipmenl does nol meet requiremenls of fhe specificotions, prompily remove from lhe premises wo* condemned by the Archilecf os foiling lo conform lo the specificofions, ond promplly reploce ond re-execule work in occordonce with lhe specificotions, wilhoul expense lo lhe Owner. Beor expense of moking good work of other conlroctors deslroyed or domoged by such removol or reolocemenf . 3O5 COMPLETIONSERVICES A. Operoting Tesf Reporl: Submif wrilfen reporl of required operolions lesf ol compleiion of fhe project. B. Operoting ond Mointenqnce Dofo: Provide in occordonce with Section 0178O. C, Moinlenonce Agreernent: Submit fhe required mointenonce ogreemenl ot complelion of the project. 3.06 MAINTENANCE AND SERVICE A. Service: See Section 01800. Provide moinlenonce ond coll-bock service of equipmeni for o period of 6 months otler Dote of Acceptonce of totol Projecf by Owners.l. Include regulor exominotion of inslqllotion by compelenl ond troined employees; ond include necessory odjustmenls, greosing, oiling, cleoning, supplies ond ports fo sMA 26019.00 1+3 keep the equipmenl in good operofion, excepf such pods mode necessory by misuse, occidents or negligence nol coused by this coniroctor. 2. Provide 24 hovr emergency cqll bosic service. B. Use only originol monufocturer's porls for replocemenls. SECTION I42I5 GEAR DRIVE RESIDENTIAL ELEVATORS PART I - GENERAL I.O1 SUMMARY A. Seclion lncludes: l. Geor drive residenliol elevotor. 2. Roller closure gotes. 3. Conirol ponel ond cqll stolions. B. Reloied Sections: 'l . Flooring: Stone lile under Seclion 09300 Tile. 2. Division l6 - Eleclricol: o. Moin disconnects for elevotor.b. Eleckicol power for elevotor inslollotion ond lesting. c. Shoflwoy lighling in fop ond boltom of shoftwoy. I,O2 REFERENCES A. Reference Slondords: Comply with: L ANSI AI7.l - Sofely Code lor Elevolors, Escololors ond Dumbwoiters, 2000 edilion. 2. Americons Wilh Disobilities Acl/Accessibilily Guidelines. I.O3 SYSTEMDESCRIPTION A. Residentiol Elevolor - Description of System: I I t I I I I I I I I I I Monufocturer ond Model: Number ond Type Floors Served Trovel Number of Slops Number Openings Door Opening Power Supply Copocity Minimum Up Speed Cob Size Cob Door Heighl Cob Design Leveling Signol System sMA 26019.00 The Elevolor Compony - Model Destiny 950, or opproved substilute One (l ) pre-engineered geor drive residenliol elevotor. Goroge Level through Moin Level 21' -33/;'. field verifv A 3 troni ond I side opening Minimum 36 inches cleor opening See Arlicle 2.02. Verify ovoiloble voltoge. 950 lbs. 40 feel per minute 5l-inch by 5l-inch cleor plolform inside by nominol 8'-0'high, wiih minimum shatf overheod obove losl slop floor level of 10 feef cleor 7leel. See cqb inPoi 2 Duol direction Recessed phone system 1+4 I I I I I I I r Pit 24 inches deep Sling ond Strucfure To be offered in o wide seleclion of cuslom powder I coot color options.I B. Complele Instollotion: Provide o complele inslolloiion of eleclricolly operoted roped- I hydroulic elevotor. lnclude the occessory ilems listed performed in o firs|-closs ond I workmonlike monner. lnclude moleriols ond work os indicoled on Drowings ond specified. Where o device or port of lhe equipmenl is refened io in the singulor number. such reference sholl opply fo os mony such devices os ore required lo complele theI instollolion.I I.O4 SUBMITTALS I A. Shop Drowings ond Producl Dofo: Submit in occordonce wifh Seclion 01330. Include:- l. Hoistwoy drowings.2. Equipmenl drowings lor equipment os indicoled. I 3. Elevolor cob dro*ings ond descriptive brochure.I 4. Hoistwoy enlronce drowings.5. Control butlon locotions. I B. Color Seleclion Chorls: Submil in occordonce with Secf ion 0l330.r C. Mointenonce Submitfols: Submil elevotor inspection reporis fo Owner in lwo copies. I Include cerlificotion reporl. I I.O5 QUATITY ASSURANCE I A. Regulolory Requirements:l. Comply wilh Notionol Eleclricol Code, ond opplicoble slote ond locol codes.2. Wire Gloss: UL opproved. I I.06 WARRANTY I Provide one yeor wrilten wononfy for moleriol ond inslollqlion in occordonce wifh I Secfion 01780. Moke good ony defecfs, nol due to ordinory weor ond leor or improperr use, which moy develop within the wononty period. I PART2-PRoDUcTS I 2.O1 MANUFACTURERS I A. Acceploble Monufociurers - Geor Ddve Sysfem ond Roils:r l. Nqlionol Wheelovotor Compony.2. Approved substifule in occordonce wifh Section 01600. f B. Acceptoble Monufocturen - Cob ond Roller Closure Goles:l. The Bevolor Compony. r 2, Approved subslitule in occordonce with SecfionOl60o. II 2,M GEAR DRIVE RESIDENTIAL ELEVATOR I A. Elevotor: Destinyg50orocceptedsubslitule. I I sMA 26ore.0o I l4-5 B.Cob Type: Cuslom monufociured elevolor cob by The Elevotor Compony, wilh Level 4 Cuslom Cob Finishes, including following feolures: '| . Sfile ond roil cob finishes monufoclured from Timberstrond monufoclured lumber. o. Exposed Timberslrond: Wropped in #4 sloinless sleel. 2. Roil Woll Ponel lnfill: Wire gloss. o. Wire Gloss: Cleor, UL opproved. wilh verticol ond horizontol wire only. 3. Non-Roil Woll: Dork minor syslem. 4. Ceiling: Recessed gloss ond wire mesh syslem wilh sfoinless steel lrim ond tour recessed lights ol perimeler of occess ponel. o. Heighl: Nominql 8'4', with minimum shofl overheod obove losf sfop floorlevel of l0 feet cleor. b. Provide ceiling mounled occess ponel. 5. Gole Sysfems: See Arficle 2.02. 6. Cob Door Heighl: 7 feel. 7. Flooring: Provide wood subfloor. Finish flooring lo be slone lile provided under Seclion 0930O. Fixture Finish: No. 4 brushed sloinless sieel. Conlrols: llluminoted conlrol ponel ond coll slolions. Doors: Power operoled ouiomolic door syslem. GATES Type: Custom monufoclured, multi-poneled, power operoled, side slide roller closure by The Elevolor Compony, os indicoled, ond including following feotures: |. Ponel Conslruction: Solid oluminum wroporound ponels. 6-inch seclions. 2. Finish: Cusfom color powder coof finish. 3. Gloss inserls os indicoled. 4. Seoled roller beorings on lop ond boilom of ponels. 5. Center unlocking hinge for quiel operolion.6. Nylon/sleel floor guides every 6 inches. 7 . Conlinuous door locks. 8. Sofely Feolures: o. Sofefy edge, reversing direclion of door closure, sensilivqfrom lop 1o botfom of gole. 9. Operolion: Pusfrbullonmolorizedoperofi6n. o. Power: 24 volt srpply,9rdc mdr. I I I I I I I I I I I I I I I c. D. E. 2.O2 Infill Ponels: l. as sebcted. 2.03 ELECTRIC SYSTEMS A. Wiring: Eleclric power connections provided under Division l6 Electricol, including 220V single phose line wilh disconnecl fo lhe conlroller, ond I l0V lor cor lights. sMA 26019.00 I I I t t4-6 I r PART3-EXECUTIoN I 3.or EXAMTNATToNIA. Verificotion of Condilions: Prior io beginning the instollolion of elevofor equipmenl, I exomine lhe following 1o verify thot no inegulorilies exisf lhot would offect the quolity of I execution or wo* os specified:i. Hoistwoy size ond plumbness.2. Sill pockels ond entry supports. I 3. Stobilily of hoistwoy wolls. I 4. Condition of elevofor pil. I B. Acceplonce: Beginning of insfollotion meons occepionce of exisfing condifions. II 3.02 PREPARATION I The entire front woll of lhe hoislwoy sholl be lefl open unfil enfronces ore inslolled. After I elevotor guide roils ore set ond lined, the entronce fromes sholl be inslolled in perfect olignment wilh the guide roils, Finished wqlls sholl lhen be completed. I 3,03 INSTALLATIONr A. Generol: Insloll occording to monufocturer's instructions, reference slondords ond I opproved shop drowings I B. Wiring: Furnish ond instoll necessory wiring in the hoistwoy in occordonce with fhe NEC, I fo connect lhe operoling butlons ond switches to the conlrol boord in f he power unif. I All wiring sholl be done in rigid conduil or electdcol melollic tubing except lo moving - qpporolus which sholl be connecled by short lengths of flexible conduif. Provide necessory pipe ond filtings fo connect the power to the notor Protecl underground I conduil ond piping ogoinsl conosion. I C. Pointing: Properly poinl exposed melol work fumished underlhis seclion except os r otherwise specified ofler instollofion. II 3.04 FIELD QUALITY CONTROL I A. Running Tesl: In oddition fo lhe other requiremenfs, inspeclions, fesls ond remedies I herein provided upon complelion of fhe elevolor instollotion ond before finol inspeclion moke, in lhe presence of lhe Archilect, o running speed fesl wilh full moximum lood on r the elevolor cor to determine whelher fhe elevolor equipment os instolled meefs the I speed, copocity ond other requiremenls of lhe specificolions. B, Replocemenl: In the event the equipmenl does nof meel requiremenls of lhe I specificoiions, promptly remove from lhe premises work condemned by the Architecl os f foiling fo conform lo lhe specificolions, ond promptly reploce ond re-execute work in occordonce with the specificolions, wilhout expense lo lhe Owner. Beor expense of r moking good work of other coniroclors destroyed or domoged by such removol or I replocemenl.I I I I sMA 2@19.00 1+7 3.05 I I I I I t I I I I I I I I I I I I I B. 3.06 A. COMPLETION SERVICES Operoiing Tesl Report: Submit wriilen report of required operotions lest ol completion of ihe Project. Operoling ond Moinlenonce Dolo: Provide in occordonce with Secfion 01780. MAINTENANCE AND SERVICE Service: See Seclion 01800, Provide moinienonce ond coll-bock service of elevotor equipmenf for o period of 6 months otier Dole of Acceplonce of tolol Projecf by Owners. Include regulor exominotion of instolloiion by competenl ond lroined employees; ond include necessory qdiustmenls, greosing, oiling, cleoning, supplies ond porls lo keep lhe equipmenf in good operolion, except such porls mode necessory by misuse, occidenls or negligence not coused by this conlroclor. Provide 24 hour emergency coll bosic service. Use only originol monufoclure/s ports for replocemenfs. END OF DIVISION I4 sMA 26019.00 148 at r DMEToN rs-MEcHANTcAL I Generol Requiremenls: Generol Conditions, Supplemenlory Condilions ond Division I - Generol Requirements opply to work of lhis division. I SECTION I5OOI DESIGN-BUILD PLUMBING SYSTEMS I PARTI-GENERAL I I.OI WORK INCLUDED I A. Modificotions lo ond extensions of existing plumbing fo provide complele plumbingr syslem, including but not limiled to sonilory design ond inslollolion of:l. Soil. wosfe ond vent piping ond conneclions lo lhe sewer.|l 2. Hot ond cold woter piping ond gos piping ond connections to woler ond gos I utitities.3. Volves, lrqps, cleonout droins ond hose bibs. I 4. Roof floshing for vent piping, roof ond deck droin syslems. I 5. Fumish ond insloll oll plumbing fixtures ond occessories, including gorlcoge disposers.r 6. Plumbing ond gos conneclions to residentiol opplionces.7. Conneclion lo hydronic heoting syslem ond hydronic snowmelt syslem. I 8. Coordinolion wilh ond conneciion lo oll Owner fumished sysiems. t 9. Woter filtrotion ond soflening system for whole hous6. 10. Secure ond poy for necesory permits ond fees. Prepore ond submit drowings ond colculotions os necessory lo obtoin permifs. I B. Relofed Requirements:L Steom Both Equipmenl: Section I1454. I 2. Fire Suppression System: Seclion 1390o Fire Suppresion. I 1.02 SUBMITTALS I A. Shop Drowings: Submit complele rough in ond loyout drowings for opprovol byr Archiiect ond Owners belore proceeding. I B. ProductDoto: Submilcolologdgloforoll plumbingfixlures, lrimondoccessodes. f lndicole fype of piping proposed for use. _ to3 QUALIY ASSURANCE r A. Regulofory Requirements: Comply with opplicoble codes ond regulolions. I PART2- PRODUCTS r 2ol MATERTALS I A. Generol: Provide moleriols, fixtures ond equipmenl os required by ond in complioncea wilh opplicoble codes ond regulolions. I I sMA 26ore.oo I Itl o I I I I I I I I T I I I I I I t I I I 2,O2 GENERALPERFORMANCEREQUIREMENTS A. MechonicolL High efficiency iype gos fked hydronic boilers with eleclronic ignitiono. One boiler for hol woter heol ond domestic hol woier. I ) Hot woter copocity sholl be such thot oll showers, dishwosher ond wosher moy operole simultoneously for 8 minules wilhoul losing lemperolure.b. One boiler for snowmelt2. Any occess ponels required sholl be submilled for review of type ond locolion before beginning inslollotion. B. Plumbingl. All woler supply plumbing sholl be copper. All pipes insuloled.2. Woler supply io lub ond shower in Moster Bolh ond lo Bofh No. 4 lo be 3/4' in dio.3. Design syslems so lhol pressure is strong ond consistenl ol oll poinls of use.4. Hot woler sholl be on continuous ckculoting loop wiih oquoslol ond monuol ovenide switch locoied os direcled by Architect.5. All wosle piping sholl be cost iron excepl:o. Venl piping slorting 2'obove plumbing fxlure moy be PVC.b. Venl piping moy nol be plostic if there is ony chonce of noise being tronsmilled lhrough piping. c. Vent piping sholl penetrote roof in os few ploces os possible ond sholl be combined to fullest exlenl possible. Coordinole os required.d. Vent piping moy be ploslic below concrete slobs.6. Noise isolotion sholl be provided of oll pumps, where piping penelrotes wolls or froming ond where slobs ore confinuous wilh slobs in house. 7 . All conlrol volves, shul-otf volves etc sholl be neolly oronged ond cleorly lobeled.L Provide ond insloll woler soflener system for oll woler in house. System lo include woler filier. Submit design ond equipment specs for opprovol. 2.03 HOSEBTBBS As shown on the Drowings. Freeze-Proof 2.04 GAS CONNECTIONS FOR FIREPLACE A. Locolions: As shown on the Drowings. 2.05 FIXTURES A. Plumbing Fixfures ond Trim: As selecled by Interior Designer. PART 3 - EXECUTION 3.01 INSTALLATION A. Generol: Comply with opplicoble codes ond regulotions. Instoll with skilled croffsmen. B. Plumbing Fixiures: Locole os indicoted on Drowings. C. Furnish ond insloll o compleie sysiem of sonitory droinoge. venling, ond conneclion to sile sonilory sewer for lhe projecl lo provide o complele workoble inslollotion. sMA 26019.00 t5-2 I t t T I I I I T I I I I I I I I I I Furnish ond insloll o complele woler supply syslem for lhe project including woter service conneclion ond oll necessory occessories to provide o complete workoble inslollotion. lnsulole woler pipes in crowl spoce, oliic ond exlerior wolls Fuinish ond insloll o complele syslem of gos suppty including piping, conneclions to gos compony's top, conneclions to oll gos-fired equipmenl wilh oll necessory volves, cocks ond olher occessories needed for o complete instollolion. Provide gos supply for fireploces. See Section 10305. SECTION I 5OO2 DESIGN-BUILD MECHANICAL SYSTEMS PART I - GENERAL I.OI WORK INCLUDED A. Complele heoting ond venlilofing system including bul nol limiled lo lhe design ond insiollolion of:l. Remove exisling electric boseboord heoling s/slem, ond provide complele new noturol gos hydronic in-floor heoling sysfem of new floor oreos, ond where indicoied ol exisling floor oreos to remoin.2. Erterior hydronic snow melf sysfem.3. Bolhroom, kitchen ond loundry exhousf syslems.4. Gos Connections: Ronge, fireploce, fulure gdll, ond heofers of pofio.5. Provide complete HVAC system for Upper Level ond for Bedroom No. 4 ond Both No.4.6. Secure ond poy for necessory permifs. Prepore ond submil drowings ond colculotions os necessory io obloin permits. I.O2 SUBMITTALS A. Shop Drowings; Submil complete loyouf drcnrrrings for opprovol by Archifecl ond Owners before proceeding. B. Producl Doto: Submit cotolog dofo for oll components of hydronic heoling, venlilofing ond humidifi cotion systems. I.O3 QUALITY ASSURANCE A. Regulolory Requiremenls: Comply with opplicoble codes ond regulolions. PART 2 - PRODUCTS 2,O1 MATERIALS A. Generol: Provide moteriols ond equipment os required by ond in complionce wilh opplicoble codes ond regulotions ond os indicoled on the Drowings. 2,O2 UNDERFLOOR HYDRONIC HEATING SYSTEMS A. Sysiem: Wirsboorequol, loyoutbysuppliersholl besubmiltedforopprovol. Monifold locolions sholl be locofed on loyout plons ond submitled to Archilecl for review ond opprovol. D. sMA 26019.00 15'3 B. Heoling Zones: Provide seporote zones for eoch mojor'room type. Submit proposed heoting zones for opprovol. 2.03 COOKING KITCHEN EXHAUST SYSTEMS As required ond indicoled. Coordinoie wiih kitchen subcontrocfor os required. 2.O4 BATHROOM EXHAUST SYSTEMS Broon or equol (Nulone is not equol), low sone roiing. PART 3 - EXECUTION 3.OI INSTALLATION A. Generol: Comp! with opplicoble codes ond regulolions. lnstoll with skilled croftsmen. B. System: Fumish ond insloll complefe sysfem. Ploce system in operotion ond operote for sufficient lime fo demonstrole proper funclioning in occordonce with design requirements. C. Ductwork: Insulole oll ductwork in crowl spoce, ollic, conditioned spoces, ond size lor quiet, low velocily syslem. END OF DIVISION 15 I I I I I I t I I I I I I I I I I I I sMA 26019.00 15..4 I I I I t I I I I I I I I I I t I I I I DIVISION I6 ELECTRICAL Generol Requiremenis: Generol Condilions, Supplemeniory Condilions ond Division I - Generol Requirements opply to work of this Division. SECTION 16000 DESIGN-BUILD ELECTRICAL SYSTEM PART I -GENERAL I.OI WORK INCLUDED A. Complele elecfricol syslem including bul nol limited to design ond instollotion of:l. All feeders, ponel boords, bronch ckcuit wiring, woll swilches, receplocles, oullel boxes, ploles, conduits, wire os required for o idmplele elecldcol instollotion. Include rough-in ond connection of oulomotic goroge door operotors, hot tub equipmenl. residentiol opplionces ond oll olher ifems requiring eleclricol service. Line volfoge connections for heoling equipmenf . Heol tqpe syslem Insfoll lighting fixlures os supplied by Owners or os indicoted, including woll sconces ond site lighting.5. Swilching dimmen throughouf.6. Ceiling heolers in oll bothrooms.7. Smoke ond fire deteclion syslem.8. Coordinolion wilh ond connection lo oll Owner furnished syslems.9. Telephone prewire. 10. Coble/Sotellilelelevision prewire. I I. Secure ond poy lor necessory permils ond fees. Prepore ond submil Drowings ond colculolions os necessory. B. ReloledRequiremenls:l. Work byOlhers: Seclion0ll00Summory. Includes:o. Lighling system. Refer lo Lighting Design Consulloni Drowings ond Notes.b. Audio/visuolsyslems.c. Telephones.d. Securify system.e. Inlercom.f. Coble/solellitesyslems. S. Computer wiring ond sfotions.2. Fire Suppression Syslem: Section 13900 Fire Suppression. I.O2 SUBMMALS A. Shop Drowings: Submil complele loyout Drowings ond one line diogroms for opprovol by Archilect ond Owners before proceeding. B. Product Doto: Submit cololog doto for oll speciolty ilems, fklures ond occessories. I,03 QUALIY ASSURANCE A. Regulolory Requiremenls: Comply with opplicoble codes ond regulofions. Comdy wifh Nolionol Eleclricol Code. 2. 4. sMA 26019.00 lGl PART 2. PRODUCTS 2.O1 MATERIALS A. Generol: Provide moleriols, fixtures ond equipmenl os required by ond in complionce with opplicoble codes ond reguloiions, Noiionol Eleclricol Code ond UL. B. SyslemRequiremenls:L No oluminum wiring ollowed.2. Provide odequote circuits for onlicipoled residenfiol loods. Provide excess copocify qs con be reosonobly onticipoled for future needs.3. Locote ponels in goroges. Submil finol locolion for occeplonce by Architect.4. Mefer locoiion , Combined meler/disconnecl box required. Submil for opprovol.5. Coordinote os required wilh other trodes including bui nol limiied to mechonicol.securily, etc.6. Eleclricol systems ond inslollotion sholl provide eveMhing necessory for complele insiollotion ond operotion of oll componenis in fhe house.7. Coordinote os required ond provide permonent conneclion to public power utililies.8. Afler oll rough boxes hove been instolled for lights, switches, oullets, lhermoslots, etc, ond before lhese devices ore hord wired, Conlroctor sholl schedule o wolk- lhrough with the Archilecl for occeplonce of lhe locolions. Any number of boxes moy be moved ond ol no oddilionol cost to the Owners. Confroclor sholl provide | 0 doys minimum nolice lo fhe Archilecl of doie proiect is reody for wolk through. 2.O2 INTERIOR LIGHTING A. Lighting conlrols to be dimmen ond/or scene controls. B. All outlels, non-low volfoge swiiches, etc. to be Decoro iype unless scheduled otherwise. C. See Drowings for Lighting Schedules ond plons. Finol fixture schedule ond lighling plons sholl be submitted for opprovol by Architecl. D. Fixlures, Lighting Swifching ond Conlrols: Refer lo Lighting Design Drowings. 2,03 EXTERIOR LIGHTING Provide Circuits for londscoping. 2.O4 ry CABLE A. Pre-wire lo be home-run type. B. All cooxiol coble to be RC--6 lype or belter. C. Systems: Byofhers. SeeSection0ll00. 2.04 TELEPHONE/FAX/DATA A. Pre-wire os required for 2x4 poir, dedicoled phone lines. I I I I I I I I I I I I I I I I I t I sMA 26019.00 1G2 o r B. Phone jocks required ol eoch TV jock locotion. I C. Woll oullel required ot eoch woll phone locolion.t PARf 3. DGCUTION I 3.OI INSTALLATIONI A. Generd: Comply with opplicoble codes ond regulqfioru. Instoll with skilled croftsmen. I B, Ouflets, Lighfing Fixtwes ond Swilches: Provide ond locole os indboted or os required by code. No bock-lo-bock oullels in fhe some stud spoce. ENDOF DIV]SION 16 I I I I l, I I I t I t I I I I -,-v r 6-3