Starbucks Plans

8/18/2019 Starbucks Plans

1/52

Mailing Address:

Design Manager:

ConstructionManager:

Landlord:

Architect of Record:

Electrical Engineer:

Mechanical/PlumbingEngineer:

StarbucksCoffeeCompany2401Utah AvenueSouthMSStop: S-SD10Seattle,Washington 98134(206)318-1575

MelissaBodwayStarbucksCoffeeCompany455North PointStreet,2nd Floor SanFrancisco,California94133(415) 241-0256x2287

SteveBurroughsStarbucksCoffeeCompany6380S. Fiddlers GreenCircle,Ste 450GreenwoodVillage,Colorado80111(303)267-7231phone

WillitsTownCenter LLCc/oMarinerRealEstate ManagementLLC4601CollegeBlvd, Ste300Leawood,Kansas66211(816)285-3875phone

TomSpader Freiheit& HoArchitects Inc.,P.S.5209Lake WashingtonBlvdNE,Ste200Kirkland,Washington98033

(425)827-2100phone(425)828-6899fax

ThomEvertCoreyElectricalEngineering,Inc.7822S.WheelingCt.,SuiteBEnglewood,Colorado80112(303)696-1257phone(303)696-1459fax

BrianSeyferthBrianSeyferth& Associates,Inc.5583S. PrinceStreetLittleton,Colorado80125(303)797-7772phone(303)797-7773fax

1. GeneralContractorshallvisit thesite, reviewthebuilding shelldrawings as submittedbytheLandlordor StarbucksSiteSurveyor,and becomethoroughlyfamiliarwiththe siteconditionspriorto biddingorconstruction.

2. GeneralContractorshallconsultwith StarbucksConstructionManager toresolveanychanges,omissions,orplan discrepanciespriortobidding orconstruction.

3. Allwork shallbe performedinstrict compliancewithlocal,county, state, andfederalcodesandordinances.

4. GeneralContractorshallverifythe locationofall utilities.

5. GeneralContractortoverify alldimensions,includingclearancesrequiredby othertrades,andnotifyStarbucks ConstructionManagerof anydiscrepanciesprior toproceedingwiththework. Alldimensionsaretothefaceofthefinishedsurfaceunlessnotedotherwise.Alldimensionstobe takenfromdesignateddatum point. Donot scaledrawings.

6. GeneralContractor shallpatchand repair allexistingwalls, floors,ceilings,or other surfacesidentifiedtoremain thatmay becomedamagedduringthe courseofthe work.

7. TheGeneralContractor is responsibleforobtainingpermits forfireprotection,plumbing,mechanical,andelectricalsystemsprior toinstallationof suchsystems.

8. GeneralContractorshallretainonesetoftheplanstonoteanddocumentallchangesduringconstruction. This setshall bea partof theGeneralContractor’s“Store Close-outPackage” asdescribedinthe ConstructionManagementAgreement.

9. GeneralContractor isresponsiblefor coordinatingdeliveryofmaterialsfrom Starbucks

contractedThirdPartyLogisticsdistributionservicesand VendorDirectshipments. Refer toConstructionManagementAgreementfor methods andleadtimes.

10. Responsibilityfor supplyanddeliveryof materialsandequipmentis identifiedinthedrawingschedulesheets underthecolumn labeled"Responsibility".

11. For thepurposeof thedocuments,to “install”,shallmean toprovideall fasteners,miscellaneous hardware,blocking,electricalconnections,plumbingconnections,and other itemsrequiredfor acompleteand operationinstallation,unlessotherwisenoted.

12. Allitem substitutionsmustbeapprovedby theStarbucks DesignManager.

13. Refer toitem cutsheetsfor additionalinformation.

Commercialtenantimprovementtoa newtenantspace

Zone3 (WillitsTownCenterPUD)

RetailSalesand Service

A-2

VB,Sprinklered

1,857s.f.

Retail: 173 s.f. /30 = 6Seating: 818 s.f. /15 =55B ev er ag e/ Pr ep : 3 61 s .f . / 20 0 = 2Workroom/Storage: 374s.f . /300= 2

totaloccupancy= 65

37seatsx5% =2 ADArequired(2provided)

28seatsx5% =2 ADArequired(2provided)

Project Description:

Zoning:

Typeof Use:

Typeof Occupancy:

Typeof Construction:

Total SquareFootage:

Occupancy Load:

Interior Seating:

Exterior Seating:

PXXX-ES

XXXXX

NorthArrow

Exterior Elevation

Interior Elevation

SectionCallout

DetailCallout

PaintTag

DesignIDTag

Door/WindowTag

RevisionCloud

RevisionTag

X'XX"

DimensionLinefromFinishFaceto FinishFace

DatumPoint

X'-XX"AFF

X

AboveFinishedFloor HeightTag

XXXXX

N

XX WallTypeTag

XX KeynoteTag

2006InternationalBuildingCode(IBC)2006InternationalMechanicalCode(IMC)2006InternationalPlumbingCode(IPC)2005NationalElectricalCode (NEC)2006InternationalEnergyConservationCode(IECC)2003ICC/ANSI117.1AccessibilityCode2006InternationalFireCode (IFC)2006InternationalFuelGas Code(IFGC)

3PL ThirdPartyLogis tics

A/C Air Conditioning ACT AcousticalCeilingTile ADJ Adjustable AFF AboveFinishedFloor AMP Ampere ARCH Architect

BOH BackofHouse

C AB C ab in etC L C en te r Li neC LG C ei li ngCM Construct ionManager C TR C en te r C X C om mi ss io ni ngCXA CommissioningAgent

D EG D eg re eD ET D et ai lD IA D ia me te r D IM D im en si onD M D es ig n Ma na ge r DN Down

EA EachE L E le va ti onEQ EqualEXIST ExistingE XT E xt er io r

FF&E "Furniture,Fixture,andEquipment"FIO FurnishedandInstalledbyOwner F LR F lo or FOH FrontofHouseF T F oo t/ Fe et

G GroundGC Genera lContractor

H C H ol lo w Co reHDW HardwareH M H ol lo w Me ta lHORIZ HorizontalHR Hour HT HeightHVAC "Heating,Ventilating,andAir Conditioning"

I D I ns id e Di am et er

L L La ndl ord

M AX M ax im umMEP "Mechanical,Electrical,andPlumbing"MFR Manufacturer M IN M in im um

N IC N ot i n C on tr ac tN L N ig ht L ig htN TS N ot t o S ca le

O C O n Ce nt er OD Outs ideDiameter OF/CI OwnerFurnished/Contractor InstalledOF/OI OwnerFurnished/OwnerInstalled

PD Product ionDesigner P LC P la cePM ProjectManager

R RadiusRCM Renovations ConstructionManager REF ReferenceREQ(‘D)Require(d)R EV R ev is io nR ND R ou nd

S B S ta rb uc ksS C S ol id C or eS F S qu ar e Fe etS HT S he etS IM S im il ar SPEC SpecificationS Q Squ ar e

TEMP TemporaryT YP T yp ic al

UON UnlessOtherwiseNoted

V D V en do r Di re ctVERT VerticalV IF V er if y in F ie ld

Abbreviations240

Seatt

SheetNumbe

SheetTitle:

Scale:

Store #:

Concept:

Project #:

Palette:

IssueDate:

DesignLead:

Checkedby:

P r o j e c t N a m e :

Sta

A

C

TheseDrawinandshallrem

Corporation,wthiswork. Thorinpart),sh

manneronoprojectwi

Starbucks

specifications fora prototyptochangeataconditions.Nenor liabilitytountila written

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3 / 4 / 2 0 1 3 1 2 : 5 8 : 4 6 P M

Y : \ A r c h i t e c t u r a l P r o j e c t s \ 1 2 \ 3 \ X A 1 2 - 3 1 1 \ 5 C U R R E N T D R A W I N G S \ 2 R E V I T \ 1 C e n t r a l F i l e \ H w y 8 2 & W i l l i t s . r v t

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Highway82

&Willits

Project ContactsGeneral Notes

Sheet Sheet Title

General

G -0 01 G en er al I nf or ma ti on

G-010 DesignSpeci f ications-Commercia l Interiors




Architectural

A-101 ArchitecturalSitePlan

A-102 SiteDetails

A-103 SiteDetails

A-201 ExteriorElevations A-202 ExteriorElevations

A-600 FlashingDetails

Interiors

I -1 01 C od e/ Ac ce ss ib il it y P la n

I-112 Floor Plan

I -1 13 P en et ra ti on P la n

I-114 FF and E Plan

I -1 15 A C as ew or k Pl an

I -1 15 B U pp er C as ew or k Pl an

I -1 16 R ef le ct ed C ei li ng P la n

I -11 7 L igh ti ng Pla n

I -1 18 F lo or F in is h Pl an

I -1 19 W al l Fi ni sh P la n

I -2 11 I nt er io r El ev at io ns



I -401 EnlargedRestroomPlanandElevat ions

I -4 02 R es tr oo m De ta il s

I -5 01 C as ew or k De ta il s






I -5 07 D es ig n De ta il s



I -60 1 S ch ed ul es

I -60 2 S ch ed ul es

Mechanical

M100 MechanicalLegend,Notes &Deta i ls

M200 Mechanica lP lan,Schedule&Notes

Electrical

E 00 1 E le ct ri ca l Sp ec if ic at io ns

E 10 0 E le ct ri ca l Si te P la n

E 11 0 P en et ra ti on P la n

E111 Power Plan

E112 Signage,L ight ingPlan&Schedule

E 11 3 R oo fPo wer Pla n

E 20 0 T yp ic al D et ai ls

E210 PanelSchedules,One-LineDiagram &EnergyCodeCompliance

Plumbing

P 10 0 P lu mb in g No te s an d De ta il s

P 20 0 P lu mbi ng Pl an

P300 Waste Plan

P 40 0 I so met ric s

P 50 0 G as P ip in gPl an

Index of Sheets

Name Area

Backbar 361 SF

Cafe Seating 818 SF

Retail 173 SF

Uni sex Re st ro om 10 1SF

Vestibule 31 SF

Workroom 374 SF

Grand total 1857 SF

Room Schedule Vicinity Plan

Site and Occupancy

Symbol Legend

Code Information

Rev Date


2/52

General Conditions

SECTION01420-REFERENCESPART1-GENERAL1.1 INDUSTRYSTANDARDS

A. ApplicabilityofStandards: UnlesstheContract Documentsincludemorestringentrequirements,applicableconstructionindustrystandardshavethe sameforceand effectas ifbound or copieddirectlyintothe ContractDocumentstothe extentreferenced. Suchstandardsare madea partof theContractDocuments byreference.

B. PublicationDates: Complywithstandardsineffectasof dateoftheContractDocumentsunlessotherwiseindicated.

C. Copies of Standards: EachentityengagedinconstructiononProjectshouldbefamiliarwithindustrystandardsapplicabletoits constructionactivity. Copiesof applicablestandards arenotboundwiththe ContractDocuments.1. Wherecopiesofstandardsareneededtoperformarequiredconstructionactivity,obtain

copiesdirectlyfrom publicationsource.1.2 ABBREVIATIONSANDACRONYMS

A. IndustryOrganizations:Whereabbreviationsand acronyms areused inSpecificationsor other ContractDocuments,theyshallmean therecognizednameof theentitiesin thefollowinglist.

ACI AmericanConcreteInstitute AHA AmericanHardboardAssociation AITC AmericanInstituteofTimber Construction ANSI AmericanNationalStandardsInstitute APA APA- TheEngineeredWoodAssociation ASHRAE AmericanSocietyofHeating, Refrigeratingand Air-ConditioningEngineers ASTM ASTM International(AmericanSocietyfor TestingandMaterialsInternational) AWI ArchitecturalWoodworkInstitute AWPA AmericanWoodProtectionAssociation(Formerly: AmericanWoodPreservers'

Association)C RI C ar pe t an d Ru g In st it ut e (T he )C RR C C oo l Ro of R at in g Co un ci lC SA C an ad ia n St an da rd s As so ci at io nCSA CSAInternat ional (Former ly : IAS- In ternat ionalApprovalServ ices)CSI Const ructionSpeci f icat ions Inst i tu te(The)

ETLSEMCO IntertekETLSEMCO (Formerly: ITS- IntertekTestingServiceNA)FMGlobal FMGlobal (Formerly :FMG-FMGlobal )F SC F or es t S te wa rd sh ip C ou nc ilHPVA HardwoodPlywood&Veneer Assoc ia t ionI TS I nt er te k Te st in g Se rv ic e NA ( No w ET L SE MC O)MFMA MapleFloor ingManufacturersAssociation, Inc.M PI M as te r Pa in te rs I ns ti tu teNFPA NFPA(Nat ionalF ireProtect ionAssoc iat ion)NOFMA NOFMA: TheWoodFlooringManufacturers Association(Formerly: NationalOak

FlooringManufacturersAssociation)OPL IntertakSD I St ee lDo or In st itu teSMACNA SheetMetalandAirConditioningContractors'NationalAssociationU L U nd er wr it er s La bo ra to ri es I nc .U SG BC U .S . Gr ee n Bu il di ng C ou nc ilWCLIB WestCoastLumber Inspect ionBureauWI WoodworkInst itu te(Formerly :WIC- WoodworkInst i tu teofCal i fornia)

B. CodeAgencies: WhereabbreviationsandacronymsareusedinSpecificationsorotherContractDocuments,theyshallmean therecognizednameof theentitiesin thefollowinglist.D IN D eu ts ch es I ns ti tu t f ur N or mu ng e .V .I CC I nt er na ti on al C od e Co un ci lICC-ES ICC Evaluat ionService, Inc.

C. FederalGovernmentAgencies:WhereabbreviationsandacronymsareusedinSpecifications or otherContractDocuments,theyshall meantherecognizedname ofthe entitiesinthe followinglist.E PA E nv ir on me nt al P r ot ec ti on A ge nc y

D. StandardsandRegulations: Whereabbreviations andacronyms areusedin Specificationsor otherContractDocuments,theyshall meantherecognizedname ofthe standards andregulationsinthe followinglist.

ADAAG AmericanswithDisabilities Act(ADA) ArchitecturalBarriers Act(ABA) AccessibilityGuidelinesfor BuildingsandFacilities AvailablefromU.S.Access Board

C FR C od e of F ed er al R eg ul at io ns AvailablefromGovernmentPrintingOffice

E. StateGovernmentAgencies: WhereabbreviationsandacronymsareusedinSpecificationsor otherContractDocuments,theyshall meantherecognizedname ofthe entitiesinthe followinglist.CDHS Cali forn iaDepar tmentofHeal thServ icesCDPH Cali forn iaDepar tmentofPubl icHeal th , IndoorAi rQual i tySection

ENDOFSECTION01420

General Conditions (Continued)

Site Construction

General Conditions (Continued)

SECTION01524-CONSTRUCTIONWASTEMANAGEMENT1 .1 S UM MA RY

A. Salvagingnonhazardous demolitionandconstructionwaste.B. Recyclingnonhazardous demolitionandconstructionwaste.C. Disposingofnonhazardousdemolitionandconstructionwaste.

1 .2 D EF IN IT IO NS A. ConstructionWaste:Building andsite improvementmaterials andother solidwasteresulting

from construction,remodeling,renovation,or repair operations. Constructionwasteincludespackaging.

B. DemolitionWaste: Buildingandsiteimprovementmaterials resultingfromdemolitionor selectivedemolitionoperations.

C. Disposal: Removaloff-siteofdemolitionandconstructionwasteandsubsequentsale,recycling,reuse,or depositinlandfill orincineratoracceptableto authoritieshaving

jurisdiction.D. Recycle:Recoveryofdemolitionorconstructionwastefor subsequentprocessingin

preparationforreuse.E. Salvage:Recoveryofdemolitionorconstructionwasteandsubsequentsaleorreusein

anotherfacility.F. SalvageandReuse: Recoveryof demolitionorconstructionwasteandsubsequent

incorporationintotheWork.1.3 PERFORMANCEREQUIREMENTS

A. End-of-ProjectRates forSalvage/Recycling: [50] [75] percent.1 .4 WASTEMANAGEMENTPLAN

A. Typesandquantities ofdemolitionand constructionwaste.B. Typeofwasteandwhetheritwillbesalvaged,recycled,ordisposedofinlandfillor

incinerator.C. Netadditionalcostornetsavings resultingfromwastemanagementplan.

1 .5 L EE D SU BM IT TA L A. WasteReductionProgressReports: ConcurrentwitheachApplicationfor Payment,submit

completedreportingtemplate.B. Indicatereceiptandacceptanceofwastematerialbyacceptingandprocessingfacilities

licensedtoaccept them. Includemanifests,typeof material,weighttickets,receipts,andinvoices.

1.6 RECYCLINGWASTE A. RecyclingIncentives:Revenues andotherincentivesfor recyclingwillaccrueto Owner.

ENDOFSECTION01524

SECTION01574-CONSTRUCTIONINDOORAIRQUALITYMANAGMENTPLAN1 .1 S UM MA RY

A. SectionIncludes:1. DescriptionofaconstructionIndoorAirQuality(IAQ)ManagementPlan.2. IAQconst ruct ionrequi rements.

1.2 INDOORAIRQUALITY A. Goals: TheOwnerhas setthe followingindoor airqualitygoals forjobsiteoperationson

theproject,within thelimitsof theconstructionschedule,ContractSum, andavailablematerials,equipment,productsandservices. Goalsinclude:

1. Protectworkersonthesitefromunduehealthrisksduringconstruction.2. Preventresidualproblemswithindoor airqualityinthecompletedbuilding.

1 .3 R EF ER EN CE S: A. SMACNAIAQGuidelinesfor OccupiedBuildingsUnderConstruction,1995.

1.4 CONSTRUCTIONIAQMANAGEMENTPLAN A. HVACProtection:Contractor toavoidusingpermanentHVAC equipment.Whennot

used,system is tobe sealed.Allpenetrations,duct openingswillbe sealedimmediatelyatthe timeofinstallation.Whenuse ofpermanentHVAC equipmentisunavoidable,allsupply andreturngrillsandopeningsare tohave temporaryfilters ofMerv 8installed. HVAC equipmentis notto beusedduringdemolitionandsanding activities.

B. Providetemporaryexhaustfans tomaintainspaceair pressurenegativetotheoutside.C. Usevacuum-assistedpowertoolswheneverfeasible(i.e.drywallsandersandconcrete

saws).Cleansite dailywithdust suppressiontechniques(wetmop,HEPA vacuum).Removespills andexcessapplicationsimmediately.UselowVOC, non-toxic cleansersonly.

D. Deliveryofallmaterials,fixtures,equipment,andfurniturewillbedirectedtovacantavailableindoorspace.All cartonsandremoved materials,etc.are tobe keptcleananddry atall times.Anyexcessiveindoor moisturetobe addressedimmediatelybyGC.

E. Temporaryconstructionentrymatswillbeprovidedandmaintainedtoretaineffectivenessto removedebrisduringconstruction.

F. Allvolatileliquidsandsolventstobekepttightlysealedwhennotinuseandstoredoutsideoftenant space.

G. Avoidtheuseof gaspoweredtoolsandequipment.Whengas enginesareunavoidable,donotallowengine toidle insideindoorspace.

H. GCtoincludeIAQ inspectionswithintheweeklyjobreports,includingphotosandatrackingsheet.

I. Begin“BeforeOccupancy”flush-outimmediatelyafterallfinisheshavebeeninstalled.Replaceallfiltrationmedia prior toflush-out.Flush-outwith 100%outsideair. Maintainaninterior air temperatureofat least60° F duringflush-outperiod.Flush-outfor 24hoursa dayuntil aminimumof3,500 cu.ft./sq.ft. offloor areahasbeen achieved.Begin “DuringOccupancy”flush-outattimeofstoreturnover.Rateofoutsideairmustbeat least0.30cfm/sq.ft.Beginflush-outeachdaythree hoursprior tostore occupancyandcontinuethroughday’s occupancy.Continueflush-outuntilatotalof14,000cu.ft./sq.ft.offloorareahas beenachieved.Attheendof flush-outprovidenewfilters.

ENDOFSECTION01574

SECTION02220-SELECTIVESTRUCTUREDEMOLITION1 .1 S UM MA RY

A. Demolitionandremovalof [portions of abuilding or structure] [selected siteelements].B. Historic itemsremovedandsalvagedfor Owner.

1 .2 S UB MI TT AL S A. QualificationData: Fordemolitionfirm, refrigerantrecoverytechnician.B. ScheduleofSelectiveDemolitionActivities:Indicatethefollowing:

1. Detailedsequenceofselectivedemolitionandremovalwork,withstartingandendingdatesfor eachactivity. EnsureOwner'sbuildingmanager's andother tenants' on-siteoperationsareuninterrupted.

2. Interruptionofutilityservices. Indicatehowlongutilityservices willbeinterrupted.3. Coordinationforshutoff,capping,andcontinuationofutilityservices.4 . U se o f e le va to r a nd s t ai rs .5. Locationsofproposeddust-andnoise-controltemporarypartitions andmeansofegress,

includingfor othertenantsaffected byselectivedemolitionoperations.6. CoordinationofOwner'scontinuingoccupancyofportionsofexistingbuildingandof

Owner'spartialoccupancyof completedWork.7. Meansofprotectionforitemstoremainanditems inpathofwasteremovalfrom building.

1.3 PROJECTCONDITIONS A. Ownerwill[ not]occupy portionsofbuilding immediatelyadjacenttoselectivedemolitionarea.B. HazardousMaterials:Unknownwhetherhazardousmaterials willbeencountered.If encountered,

Ownerwillremove hazardousmaterialsundera separatecontract.1 .4 W AR RA NT Y

A. ExistingWarranties: 1 .5 E XE CU TI ON A. UtilityServicesand Mechanical/ElectricalSystems: Maintainedtooccupiedfacilities.

1 . S hu tOf f: B y [Owner ][ Building manager ][ Contractor ].B. SiteAccessandTemporaryControls: Minimuminterferencewithroads,streets,walks,walkways,

andother adjacentoccupiedandused facilitiesC. TemporaryFaci li t ies :

1. Temporarybarricades topreventinjurytopeople.2. Temporaryweatherprotect ion.3. Protect ionofex ist ingf in ishworktoremain.4. Protectionoffurnishings andequipment.

D. Temporaryshor ing.E. RemovedandSalvagedItems: Cleaned,crated,stored,andtransportedtoOwner's [on][ off ]-site

storagearea.F. RemovedandReinstalledItems: Cleaned,repaired,crated,stored,andreinstalled.G. ExistingItems toRemain: Existingconstructionprotectedagainstdamage.H. DisposalofDemolishedI tems:

1 . B ur ni ng : N o t pe rm it te d.2. Disposal: ComplywithrequirementsinGeneralConditionsoftheContract.

ENDOFSECTION02220

SECTION02225-CUTTINGANDPATCHING1 .1 S UM MA RY

A. Cuttingandpatchingrequired bythe following:1. Insta lla tionofothermater ials .2 . F in is hi ng .3 . A lt er at io ns .4. Testsandinspections.

1.2 QUALITYASSURANCE A. LimitationsonCuttingand Patching:

1 . S tr uc tu ra l El em en ts : 3. MiscellaneousElements:< Insert list of elements that requires Architect's approval.>4 . V is ua l R eq ui re me nt s:

1 .3 W AR RA NT Y A. ExistingWarranties:< Insert list of warranties affected by cutting and patching.>

1 .4 M AT ER IA LS A. In-PlaceMaterials:

1 .5 E XE CU TI ON A. TemporarysupportofWork beingcut.B. ExistingUtilityServicesandMechanical/ElectricalSystems: Services/systemsbypassed

beforecuttingto [minimize] [prevent] interruptionto occupiedareas.C. Cutt ing:Usinghandor smal lpower too ls.D. Patching: Withseamsthatareasinvisibleas possible.

ENDOFSECTION02225

Concrete

SECTION03300-CAST-IN-PLACECONCRETE1 .1 S UM MA RY

A. Cast-in-placeconcrete,includingformwork,reinforcement,concretematerials,mixture design,placementprocedures,andfinishes,for thefollowing:1 . Fo ot in gs .2 . F ou nd at io n wa ll s.3 . S la bs -o n- gr ad e.

1 .2 S UB MI TT AL S A. ProductData: Foreachtype ofproductindicated.B . S ho p Dr aw in gs :

1 . R ei nf or ci ng :a. DetailreinforcinginaccordancewithACI315.Indicatereinforcementsizes,

spacings,locationsandquantitiesof reinforcing,bendingandcuttingschedules,splicing,andsupportingand spacingdevices.

b. Indicateembeddedi tems.2. SlabLayouts:Dimensionlocationsofcontrol,expansion,andconstructionjoints.Relateto

buildinggridlines.C. DesignMixtures:For eachconcretemixture. Submitalternatedesignmixtureswhencharacteristics

ofmaterials,Project conditions,weather,testresults,or othercircumstanceswarrantadjustments.1. Indicateamountsofmixingwatertobewithheldforlater additionatProjectsite.

D. Certifications:Submitmillcertificatesfor cement,aggregates,andreinforcing.1 .3 M AT ER IA LS

A. SteelReinforcement:1 . Reinforc ingBars:Deformed.

a. Usesalvagedbarswheneveravai lab le .b . Minimumrecyc ledcontent :60%

2. Plain-SteelWeldedWireReinforcement: ASTMA185,plain,fabricatedfromas-drawnsteelwireinto flatsheets.

B. ConcreteMater ia ls:1. PortlandCement:ASTMC150,TypeI,gray,supplementedwith50%[fly ash][ ground

granulated blast-furnaceslag].

2 . Aggregate: Normalweight .3 . W at er : A ST M C 94 /C 9 4M .4. Admixtures: Provideadmixturescertifiedbymanufacturer tobecompatiblewithother

admixturesandthatwill notcontributewater-solublechlorideions exceedingthosepermittedinhardenedconcrete. Donot usecalciumchlorideor admixturescontainingcalciumchloride.a. Ai r-Ent rainment:ASTMC260.b. Water-ReducingAdmixture: ASTMC494/C494M,TypeA.c. High-Range,Water-ReducingAdmixture:ASTMC494/C494M,TypeF.d. High-Range,Water-ReducingandRetardingAdmixture:ASTMC 494/C 494M,

TypeG.e. AcceleratorASTMC494,TypeCor E,non-corrosive,non-chloride.

C. FiberReinforcement:Synthetic,polypropylene.1. Fibrillatedpolypropylenemicro-fibersengineeredanddesignedforuseinconcrete,

complyingwithASTMC 1116/C1116M,TypeIIID. Waterstops:F lexib lerubber .E. PlasticVaporRetarder: ASTM E 1745,Class A.Includemanufacturer'srecommendedadhesiveor

pressure-sensitivejoint tape.F. CuringMaterials:Waterborne,monomolecularfilmforming,manufacturedforapplicationtofresh

concrete.G. RelatedMater ials :

1. Expansion-andisolation-joint-fillerstrips ASTM D1751,asphalt-saturatedcellulosicfiber orASTM D1752, cork orself-expandingcork.

2. BondingAgent: ASTM C1059/C1059M,TypeII,non-redispersible,acrylicemulsionor styrenebutadiene.

3. Non-ShrinkGrouts:ASTMC1107,GradeB;non-shrinknon-catalyzednaturalaggregategrout;minimum compressivestrengthof7000 PSIat 28days; 25to 30secondflow whentestedinaccordancewithASTM C939at45 to90degreesF;cementgrayincolor

4. FormReleaseCoating:Waterbasedtype;VOC


3/52

Metals

Wood and Plastics (Continued)Concrete (Continued)

SECTION03542- HYDRAULIC-CEMENT-BASEDUNDERLAYMENT1 .1 S UM MA RY

A. Hydraulic-cement-basedunderlaymentfor usebelowinterior floorcoverings.1 .2 M AT ER IA LS

A. Underlayment: Hydraulic-cement-based,polymer-modified,self-levelingproductthatcan beappliedinminimum uniformthickness of1/4 inch(6 mm)and thatcan befeatheredat edgestomatchadjacentfloor elevations.1. CementBinder: Portlandcement,orotherhydraulic orblendedhydrauliccement.

B. Primer:Productofunderlaymentmanufacturerrecommendedinwritingfor substrate,conditions,andapplicationindicated.1. Primer shallhaveaVOCcontentof200g/Lor lesswhencalculatedaccordingto40 CFR

59,SubpartD.ENDOFSECTION03542

SECTION06440-PLASTICPANELINGPART1-GENERAL1 .1 S UM MA RY

A. SectionIncludesthefollowing:1. Glass-fiberreinforcedplastic(FRP) wallpaneling.2. Mold ing,adhesives,andjoin tsealants.

1 .2 PLASTICSHEETPANELING

A. General:Gelcoat-finished,glass-fiberreinforcedplasticpanelscomplyingwith ASTMD 5319.1. Low-EmittingMaterials:Panelingshallcomplywiththetestingandproductrequirementsofthe CaliforniaDepartmentofHealthServices' "StandardPracticefor theTestingof VolatileOrganicEmissions fromVariousSourcesUsing Small-ScaleEnvironmentalChambers."

2 . NominalThickness:Not lessthan0.09inches.3 . C ol or : W hi te .4 . M ol di ng C ol or : W h it e.5 . SurfaceFinish: Moldedpebbletexture.

1 .3 A DH ES IV ES A. Asrecommendedbyplastic panelingmanufacturer.

1 . V OC L im it : 50 g /L1 .4 A CC ES SO RI ES

A. Trim Accessories: Manufacturer's standardone-piecevinylextrusionsdesignedto retainandcoveredges ofpanels. Providedivisionbars,inside corners,outsidecorners,and capsasneededtoconceal edges.1 . C ol or : W hi te .

ENDOFSECTION06440

SECTION06402- INTERIORARCHITECTURAL WOODWORK1 .1 S UM MA RY

A. Interior standingand runningtrim.B. F lushwoodpanelingandwainscots.C . M el am in e ca bi ne ts .D. Solid-surfacing-materialcountertops.E. Closetandut i li tyshelving.

1.2 QUALITYASSURANCE A. QualityStandard: AWI.

1 .3 M AT ER IA LS A. WoodProducts: Complywiththe following:

1 . H ar db oa rd : A H A A1 35 .4 .2. Medium-DensityFiberboard: ANSIA208.2,GradeMD,madewithbindercontainingno

ureaformaldehyde.3. MoistureResistantMedium-DensityFiberboard:ANSIA208.2,GradeMD,MR50,made

withbindercontainingno ureaformaldehyde.4. Straw-basedParticleboard: ANSIA208.1,GradeM-2,exceptfor density,madewith

adhesivecontainingnourea formaldehyde.5. SoftwoodPlywood: DOCPS1,SpecialExterior A-A,madewithadhesivecontainingno

ureaformaldehyde.6. Veneer-FacedPanelProducts(HardwoodPlywood):HPVAHP-1,madewithadhesive

containingnourea formaldehyde.B. Adhesives,General:Do notuseadhesivesthatcontainureaformaldehyde.C. VOC LimitsforInstallationAdhesivesandGlues:Useinstallationadhesivesthatcomplywiththe

followinglimitsfor VOCcontentwhen calculatedaccordingto40 CFR59, SubpartD (EPAMethod 24):1 . W oo d Gl ue s: 3 0 g /L .2 . C on ta ct A dh es iv e: 2 50 g /L .

a . V OC L im it s: 8 0 g/ LD. ClosetandUt i li tyShelving:

1 . G ra de : E co no my .2. ShelfMaterial:3/4-inch(19-mm)thermosetdecorativepanelwithPVCorpolyesteredge

banding.3. Cleats:3/4-inch(19-mm) panelproduct.E . S ho p Fi ni sh in g:

1. Grade:Samegradeaswoodwork.2. Extent :A l lwoodwork shopf in ished.

1.4 INSTALLATION A. Scribeandcut millwork tofitadjoiningwork, refinishcutsurfaces,and repair damaged

finishat cuts.B. Anchormillworktoanchorsorblockingbuiltinordirectlyattachedtosubstrates.

Securewithcountersunk,concealedfasteners andblindnailingas requiredfor completeinstallation.Use finefinishingnails orfinishingscrews for exposedfastening,countersunk andfilledflush withmillworkand matchingfinalfinish iftransparentfinish isindicated.

C. Cabinets: Installwithoutdistortionsodoorsanddrawersfitopenings properlyandareaccuratelyaligned. Adjusthardwaretocenter doors anddrawersin openingsandto provideunencumberedoperation.Completeinstallationof hardwareandaccessoryitemsas indicated.1. Installcabinetswithnomorethan1/8inchin96-inch(3mmin2400-mm) sag,

bow,or other variationfrom astraightline.D. Countertops:Anchorsecurelybyscrewingthroughcorner blocksofbasecabinetsorother

supportsintoundersideof countertop.1. Alignadjacentsolid-surfacing-materialcountertopsandform seamstocomply

withmanufacturer'swrittenrecommendationsusing adhesiveincolor tomatchcountertop.Carefullydress jointssmooth,removesurface scratches,andcleanentiresurface.

2. Installcountertopswithnomorethan1/8inchin96-inch(3mmin 2400-mm) sag,bow,or other variationfrom astraightline.

3. Securecovedbacksplashes totopsper manufactures fabricationmanualandtowallswithadhesive.

4. Calk spacebetweenbacksplashandwallwithsealantspecifiedinDivision7Section"JointSealants."

ENDOFSECTION06402

SECTION05500-METAL FABRICATIONS1 .1 S UM MA RY

A. Steelframingand supportsfor mechanicaland electricalequipment.B. Steelframingandsupports forapplicationswhereframingandsupports arenot specifiedin

otherSections.C . S he lf a ng le s.D . M et al b ol la rd s.

1 .2 S UB MI TT AL S A. ProductData: Forthe following:

1 . P ai nt p ro du ct s.2. Grout.3 . A l lprefabricatedproducts.

B. ShopDrawings: Showfabricationandinstallationdetailsfor metalfabrications.1. Includeplans,elevations,sections,anddetails of metalfabrications andtheir connections. Showanchorageandaccessoryitems.

2. Providetemplatesforanchorsandboltsspecifiedforinstallationunder other Sections.

C. Weld ingcer ti f icates.1 .3 P RO DU CT S

A. Materials:Steel plates,shapes,andbars, steelpipe,slotted channelframing.1. ProvidesteelW-shapes,channels,angles,M-shapes,S-shapeswitha minimum

recycledcontentof 60percent.B. MiscellaneousFramingandSupports:

1. Steelframingandsupportsfor mechanicalandelectricalequipment,applicationswhereframingand supportsarenot specifiedinother Sections.

2. Galvanizewhere indicated.3. Primewithzinc-richprimerwhereindicated.

C. Loosesteellintels,galvanizedatexteriorwalls.D. Shel fangles,ga lvanized.E. SteelweldplatesandanglesnotspecifiedinotherSections,forcastingintoconcrete.F. Meta lBol lards: Schedule40stee lp ipe.

ENDOFSECTION05500

Thermal and Moisture Protection

SECTION07841-THROUGH-PENETRATIONFIRESTOPSYSTEMS1 .1 S UM MA RY

A. This Sectionincludes through-penetrationfirestopsystemsfor penetrationsthroughfire-resistance-ratedconstructions,includingbothempty openingsandopenings containingpenetratingitems.

1.2 PERFORMANCEREQUIREMENTS A. Providethrough-penetrationfirestopsystemswith thefollowingratingsdeterminedper [ ASTME

814][ or ][ UL 1479]:1. F-RatedSystems:F-ratingsequalingor exceedingfire-resistanceratingofconstructions

penetrated.2. T-RatedSystems:Forpenetrationslocatedoutsidewallcavitiesandoutsidefire-

resistance-ratedshaft enclosures.3. L-RatedSystems:Wherethrough-penetrationfirestopsystemsareindicatedinsmoke

barriers.1 .3 S UB MI TT AL S

A. ProductData: Foreach typeof productindicated.1.4 QUALITYASSURANCE

A. InstallerQualifications:A firm approvedby FMGaccordingto FMG 4991,"ApprovalofFirestopContractors."

B. Fire-Test-ResponseCharacteristics:TestedperASTME814by[ UL][ OPL][ ITS]< Insert nameof qualified testing and inspecting agency>.

1.5 MANUFACTURERS A. VOC Contentof InteriorSealants: Provideinterior sealants andsealantprimersthat complywiththe

followinglimitsfor VOCcontentwhen calculatedaccordingto40 CFR59, SubpartD (EPAMethod24):1 . S ea la nt s: 2 50 g /L .2. SealantPrimersforNonporous Substrates:250g/L.3. SealantPrimers forPorousSubstrates: 775g/L.

B. Products: Subjecttocompliancewithrequirements,provideoneofthethrough-penetrationfirestopsystemsindicatedforeach applicationinthe Through-PenetrationFirestopSystem.

1 .6 M AT ER IA LS A. Accessories: [Permanent forming/damming/backing materials][ temporary forming

materials][ substratepri mers][ collars][ and][ steel sleeves]as neededto complywithperformancerequirements.

1 .7 I NS TA LL AT IO N A. Identification: Preprintedmetalor plasticlabels,permanentlyattached.

1.8 FIELDQUALITYCONTROL A. InspectionofInstalledFirestopSystems: ByOwner-engagedagencyaccordingto ASTME 2174

requirements.1.9 THROUGH-PENETRATIONFIRESTOPSYSTEMSCHEDULE

A. FirestopSystems for MetallicPipes,Conduit,or Tubing:1. TypeofF i llMater ials :Oneormoreof thefo l lowing:

a . I nt um es ce nt p u tt y.B. FirestopSystems for NonmetallicPipe,Conduit,orTubing:

1. Typeof F i llMater ials :Oneormoreof thefo l lowing:a . I nt um es ce nt p u tt y.

C. FirestopSystems forInsulatedPipes:1. TypeofF i llMater ials :Oneormoreof thefo l lowing:

a . I nt um es ce nt p u tt y.D. FirestopSystems forMiscellaneousElectricalPenetrants:

1 . TypeofF i llMater ials :Oneormoreof thefo l lowing:a . I nt um es ce nt p u tt y.

E. FirestopSystemsforMiscellaneousMechanicalPenetrants:1 . TypeofF i llMater ials :Oneorbothof thefol lowing:

a . L at ex s ea la nt .F. FirestopSystemsforGroupingsofPenetrants:

1 . TypeofF i llMater ials :Oneormoreof thefo l lowing:a . L at ex s ea la nt .b . In tumescentwrapst r ips .

ENDOFSECTION07841

Thermal and Moisture Protection (Continued)

SECTION07842- FIRE-RESISTIVEJOINTSYSTEMS1 .1 S UM MA RY

A. Fire-resistivejointsystemsfor thefollowing:1. F loor-to-wal l jo in ts.2 . Head-of -wal l jo in ts.3 . Wal l -to-wal l jo in ts.

1.2 PERFORMANCEREQUIREMENTS A. Fire-ResistanceRatingsof JointSystemsin andbetweenFire-Resistance-RatedConstructions:

Equalingorexceedingthe fire-resistanceratings ofconstructionthat theyjoin,[ and with movementcapabilities indicated ]asdeterminedby UL2079.

1 .3 S UB MI TT AL S

A. ProductData: Foreach typeof productindicated.1.4 QUALITYASSURANCE A. Fire-Test-ResponseCharacteristics: Testedby[ UL][ OPL]< Insert nameof qualified testing and

inspecting agency>.1 .5 M AT ER IA LS

A. Products:Subject tocompliancewithrequirements,provideone ofthe fire-resistivejointsystemsindicatedforeach applicationinthe Fire-ResistiveJointSystemSchedule.

B. Accessories:Formingmaterialsandothercomponentsneededtoinstallfillmaterials.C. DesignationSystemforJoints inorbetweenFire-Resistance-RatedConstructions: Alphanumeric

systemslistedin UL's"Fire ResistanceDirectory"underProductCategoryXHBN.D. Floor-to-WallFire-ResistiveJointSystems:

1. UL-Classi f iedSystems:FW-S-0000-0999.2. AssemblyRat ing:AsIndicated.3. NominalJoin tWidth: As ind icated.

E. Head-of-WallFire-ResistiveJointSystems:1. UL-ClassifiedSystems: HW-D-0000-0999.2. AssemblyRat ing:As indicated.3. NominalJoin tWidth: As ind icated.4. MovementCapabilities: Class III- compressionor extension.

F. Wall-to-WallFire-ResistiveJointSystems:1. UL-Classi f iedSystems:WW-S-0000-0999.2. AssemblyRat ing:As indicated.3. NominalJoin tWidth: As ind icated.

ENDOFSECTION07842

SECTION07920-JOINTSEALANTS1.1 QUALITYASSURANCE

A. Preconstructioncompatibilityandadhesiontesting.B . P ro du ct t e st in g.C. Preconstructionfield-adhesiontesting.D. Moc ku ps.

1 .2 M AT ER IA LS A. VOC Contentof InteriorSealants: Provideinterior sealants andsealantprimersthat complywiththe

followinglimitsfor VOCcontentwhen calculatedaccordingto40 CFR59,Subpart D (EPAMethod24):1 . S ea la nt s: 2 50 g /L .2. SealantPrimersforNonporous Substrates: 250g/L.3. SealantPrimers forPorousSubstrates: 775g/L.

B. ElastomericJointSealants: Liquidapplied,chemicallycuring;ASTMC 920.1. SuitabilityforContactwithFood:Whereelastomeric sealants areindicatedfor jointsthat

willcomein repeatedcontactwithfood, provideproductsthatcomply with21 CFR177.2600.

2. MulticomponentNonsagNeutral-CuringSiliconeSealantES-1.3. Single-ComponentMildew-ResistantNeutral-CuringSiliconeSealantES-2.4. Single-ComponentMildew-ResistantAcid-CuringSiliconeSealantES-3.5. Single-ComponentMildew-ResistantAcid-CuringRTVSiliconeSealantES-4.6. MulticomponentNonsagPolyureaSealantES-5.7. MulticomponentNonsagPolyureaFillerES-6.

C. LatexSealantLS-1:ComplywithASTMC 834,TypeP,GradeNF.D. Jo in t -SealantBack ing:

1.3 JOINT-SEALANTSCHEDULE A. Joint-SealantApplicationJS-1: Exterior horizontalnontraffic andtraffic isolationand contraction

jointsin cast-in-placeconcreteslabs.1 . J oi nt S ea la nt : E S -5 .

B. Joint-SealantApplicationJS-2: Exteriorperimeter jointsbetweenwallandframes ofdoors andwindows.1 . J oi nt S ea la nt : E S -1 .

C. Joint-SealantApplicationJS-3: Exteriorcontrolandexpansionjoints inhorizontaltraffic surfacesof brickpavers,ceramic tile,stonepaving units,concretetile.1. JointSealant: Multicomponentpourablepolysulfidesealant.2. Joint-SealantColor:AsselectedbyArchitectfrommanufacturer'sfullrange.

D. Joint-SealantApplicationJS-4: Interiorperimeterjoints ofexterior openings.1 . J oi nt S ea la nt : E S -3 .

E. Joint-SealantApplicationJS-5: Interiorceramictileexpansion,control,contraction,andisolation jointsin horizontaltrafficsurfaces.1 . J oi nt S ea la nt : E S -3 .2. Jo in t -SealantColor :As noted.

F. Joint-SealantApplicationJS-6: Interior joints betweenplumbingfixturesandadjoiningwalls,floors,andcounters.1 . J oi nt S ea la nt : E S -3 .2. Jo in t -SealantColor :Whi te.

G. Joint-SealantApplicationJS-7:Verticaljointsonexposedsurfacesofinterior partitions.1 . J oi nt S ea la nt : E S -3 .

H. Joint-SealantApplicationJS-8: Perimeterjoints betweeninteriorwallsurfaces andframesof interiordoors,windows.1 . J oi nt S ea la nt : E S -3 .

I. Joint-SealantApplicationJS-9: HVAC joints.1 . J oi nt S ea la nt : E S -2 .2. Jo in t -SealantColor :A luminum.

J. Joint-SealantApplicationJS-10: Non-porousmaterialtonon-porousmaterial.1 . J oi nt S ea la nt : E S -4 .2. Jo in t -SealantColor :Clear.

ENDOFSECTION07920

SECTION08110-STEEL DOORSANDFRAMES1 .1 S UM MA RY

A. Standardhollowmetaldoors andframes.1 .2 S UB MI TT AL S

A. ProductData: For eachtypeof productindicated. Includeconstructiondetails,materialdescriptions,coredescriptions,fire-resistancerating,temperature-riseratings,and finishes.

B. ShopDrawings: Inc ludethefo llowing:1. Elevationsofeachdoor design.2. Detailsofdoors,includingverticalandhorizontaledgedetails andmetalthicknesses.3. Framedetailsfor eachframetype,includingdimensionedprofiles andmetalthicknesses.4. Locationsofreinforcementandpreparationsfor hardware.5. Details ofeachdifferentwallopening condition.6. Detailsofanchorages,joints,fieldsplices,andconnections.7. Deta i lsofaccessor ies.8. Detailsofmoldings,removablestops,andglazing.9. Details ofconduitandpreparations forpower,signal,andcontrolsystems.

1.3 QUALITYASSURANCE A. StandardHollowMetalQualityStandard: ANSI/SDIA250.8.B. F i re-RatedDoorsandFrames: [Positive-pressure][ Neutral-pressure]testing.

1 .4 P RO DU CT S A. StandardHollowMetalDoors:

1 . D es ig n: F lu sh p an el .2. Thermal-RatedDoors:Exteriorwhereindicated.3. ExteriorDoors:Facesheetsfabricatedfrommetallic-coatedlevel2bulletresistantsteel

sheet.a. Level 2andPhysicalPerformanceLevelB(HeavyDuty).

B. StandardHollowMetalFrames:1. ExteriorFrames:Metallic-coatedsteelsheet;fullprofilewelded.

a. FramesforLevel2SteelDoors: 0.053-inch-(1.3-mm-)thicksteelsheet.2. Interior Frames:Cold-rolledsteelsheet;knockeddown.

a. FramesforLevel1SteelDoors: 0.042-inch-(1.0-mm-)thicksteelsheet.b . F ra me s fo r Wo od D oo rs : [0.042-inch-(1.0-mm-)]thick steelsheet.

C. HollowMetalPanels:Samematerials,construction,andfinishasadjoininghollowmetalwork.D . A cc es so ri es :

1. Mold ingsandstopsforg lazedl i tes .2 . Terminated(hospi ta l )s tops.3. Louvers: [ Sightproof ][ Lightproof ][ Fire-rated automatic],steel.

E . Fi ni sh es : [Factory priming for field painting ][ Factory-applied paint].1 .5 INSTALLATION

A. Metal-StudPartitions:Frames filledwithinsulation.B. ConcreteandMasonryWalls:Frames filledwithgrout.

ENDOFSECTION08110

Doors and Windows

Wood and Plastics

SECTION06160- ROUGHINTERIORFRAMING1 .1 S UM MA RY

A. Woodblockingand nailers.B . U ti li ty s he lv in g.C. Plywoodback ingpanels.

1 .2 M AT ER IA LS A. Wood-Preservative-TreatedLumber:

1. PreservativeTreatment:AWPAC2withchemicalscontainingnoarsenicorchromium.a. AWPAC31(inorganicboron)maybeusedinprotectedlocations.

2. Appl ication: I temsindicatedandasfo l lows:a. Itemsincontactwithroofingorwaterproofing.b. I temsincontactwi thconcreteormasonry.c. Framingless than18inches(460mm)abovegroundincrawlspaces.d. Floorplatesinstalledoverconcreteslabs-on-grade.

B. Fire-Retardant-TreatedMaterials:1. InteriorTypeA:Treatedmaterialsshallhaveamoisturecontentof 28percentor less

whentestedaccordingto ASTMD 3201at 92percentrelativehumidity. Usewhereexteriortypeis notindicated2. Appl ication: I temsindicatedandasfo l lows:

a. Concealedblock ing.b. Plywoodbackingpanels .

C. DimensionLumberFraming:Foritemsofdimensionlumbersize,provideConstructionor No.2gradelumberwith 19percentmaximummoisture contentofany species.

D. Plywoodbackingpanelsfor telephoneandelectricalequipment:madewithadhesives containingnourea formaldehyde.

E. Fasteners: Hot-dipgalvanizedsteelwhereexposedtoweather,ingroundcontact,incontactwithtreatedwood,or inarea ofhigh relativehumidity.1 . Construct ionAdhesive:

a . V OC L im it s: 7 0 g/ L2 . W oo d Ad he si ve :

a . V OC L im it s: 3 0 g/ L3 . C on ta ct A dh es iv e:

a . V OC L im it s: 8 0 g/ LENDOFSECTION06160

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SECTION08211-FLUSHWOODDOORS1 .1 S UB MI TT AL S

A. ProductData: Foreach typeof doorindicated. Includedetailsof coreandedge constructionandtrimfor openings.

B. ShopDrawings: Indicatelocation,size,andhandofeachdoor;elevationofeachkindofdoor;constructiondetails notcoveredin ProductData;locationand extentofhardware blocking;andother pertinentdata.1. Indicatedimensions andlocationsofmortisesandholesforhardware.2. Indicatedimensions andlocationsofcutouts.3. Indicaterequirementsforveneermatching.4. Indicatedoorstobe factoryfinishedandfinishrequirements.5. Indicatefire-protectionratingsfor fire-rateddoors.

C. Warranty :Sampleofspecia lwarranty.1 .2 QUALITYASSURANCE

A. QualityStandard: AWI.1. AWIQualityCertificationLabelsoranAWIletter oflicensingfordoors.2. WI-CertifiedComplianceCertificatefor doors andinstallation.

B. Fire-RatedWoodDoors: Positivepressuretesting.1.3 DOORCONSTRUCTION,GENERAL

A. Low-EmittingMaterials: Madewithadhesivesand compositewoodproductsthatdo notcontainureaformaldehyde.

1.4 VENEERED-FACEDDOORSFORTRANSPARENTFINISH A. InteriorSolid-CoreDoors:

1. Grade: [Premium,with GradeAA faces][ Premium,with GradeA faces][ Custom (GradeAfaces)][ Economy (GradeB faces)].

2 . Species:Selectwhi teb i rch.3 . C ut : R ot ar y cu t.4 . C or e: P ar ti cl eb oa rd .5. Const ruction: F iveor sevenplies,bonded.

1.5 PRIMING/FINISHING A. ShopPriming:

1. DoorsforOpaqueFinish: Onecoatofwoodprimer .

2. Doorsfor TransparentFinish: Stainandfirstcoatoffinish.B. FactoryFin ish ing:Al ldoors.C. TransparentFactoryFin ishes:

1. Grade: [Premium][ Custom].2. Finish: [Conversion varnish][ Catalyzed polyurethane][ UVcurablecoating]< Insert finish

designation>.3. Effect: [ Open-grain finish][ Filled finish][ Semifilled finish].

D. OpaqueFactoryFin ishes:1. Grade: [Premium][ Custom].2. Finish: [Conversion varnish][ Catalyzed polyurethane][ UVcurablecoating]< Insert finish

designation>.ENDOFSECTION08211

SECTION08331-OVERHEADCOILINGDOORS1.11 .2 S UB MI TT AL S

A. ProductData: Foreach typeandsize ofoverheadcoiling doorand accessory.Include thefollowing:B. ShopDrawings: For eachinstallationandforspecialcomponentsnotdimensionedordetailedin

manufacturer'sproduct data. Includeplans,elevations,sections,details, andattachmentsto other work.1. Detailequipmentassemblies andindicatedimensions,weights,loads,required

clearances,methodoffield assembly,components,and locationandsize ofeach fieldconnection.

C. SamplesforInitialSelection:Manufacturer'sfinishchartsshowingfullrangeofcolors andtexturesavailableforunits withfactory-appliedfinishes.1. Includesimilar Samplesofaccessoriesinvolvingcolor selection.

D. SamplesforVerification:For eachtypeofexposedfinishrequired,preparedonSamplesofsizeindicatedbelow.1. Curta inSlats :12 inches(305mm) long.2. BottomBar :6 inches(150mm)long.3. Guides: 6 inches(150mm)long.4. Brackets :6 inches(150mm)square.5. Hood:6 inches(150mm) square.

E. Delegated-DesignSubmittal:Foroverheadcoilingdoorsindicatedtocomplywithperformancerequirements anddesigncriteria, includinganalysisdatasignedand sealedbythe qualifiedprofessionalengineerresponsiblefor their preparation.1. Detailfabricationandassemblyofseismicrestraints.2 . Summaryof forcesandloads onwal lsandjambs.

F. QualificationData: For qualifiedInstaller.G. SeismicQualificationCertificates: Foroverheadcoilingdoors, accessories,andcomponents,from

manufacturer.H. MaintenanceData: For overheadcoilingdoorstoincludeinmaintenancemanuals.

1.3 PERFORMANCEREQUIREMENTS A. Operation-CycleRequirements: Provideoverheadcoilinggrillecomponents andoperatorscapable

ofoperatingfor notlessthan 50,000cycles andfor 25cyclesperday.1 .4 D OO R AS SE MB LY

A. General: Fabricateoverheadcoilinggrillecurtain consistingofa network of5/16-inch-(8-mm-)minimum diameterhorizontalrods,or rods coveredwith tubespacers,spacedas indicated.Interconnectrodsbyvertical linksapproximately5/8inch(16mm) wide,spacedas indicatedandrotatingonrods.1. Spacerodsatapproximately1-1/2inches(38mm)o.c.2. Spacelinksapproximately9inches(228mm) apart ina straightin-linepattern.3. AluminumGrilleCurtain:ASTMB221(ASTMB 221M),alloyandtemperrecommendedby

aluminumproducerandfinisher fortype ofuse andfinish indicated.B . H oo d: A lu mi nu m.C. Manualdooroperator .

1 .5 I NS TA LL AT IO N A. Factory-authorizedrepresentativeto[ perform startup serviceand testing ][ and][ train Owner's

personnel].ENDOFSECTION08331

Doors and Windows (Continued)

SECTION08345- DOUBLEACTINGSWINGDOORSPA RT 1 - G ENE RAL1 .1 S UM MA RY

A. SectionIncludes:1. Solid-coredoubleactingswingdoorswithplasticlaminatefaces.

1 .2 S UB MI TT AL S A. ProductData: For eachtypeof productindicated. Includeconstructiondetails,material

descriptions,core descriptions,fire-resistancerating,temperature-riseratings,and finishes.B. ShopDrawings: Includethefol lowing:

1. Elevationsofeachdoor design.2. Detailsofdoors,includingverticalandhorizontaledgedetails andmetalthicknesses.3. Framedetailsfor eachframetype,includingdimensionedprofiles andmetalthicknesses.4. Locationsofreinforcementandpreparationsfor hardware.5. Deta i lsofaccessor ies.6. Detailsofmoldings,removablestops,andglazing.

1.3 STANDARDDOUBLEACTINGSWINGDOORS A. General:Provide doors ofdesignindicated,not lessthan thicknessindicated;fabricatedwith

smoothsurfaces,withoutvisiblejoints orseamson exposedfaces unlessotherwiseindicated.ComplywithANSI/SDIA250.8.1 . D es ig n: A s i n di ca te d.

B. CoreConstruction: 3/4”exteriorgradesolidwoodcoremadewithadhesives andcompositewoodproducts thatdo notcontainurea formaldehyde.1. VerticalEdgesforDouble-ActingDoors: Roundverticaledgeswith2-1/8-inch(54-mm)

radius.2. TopandBottomEdges: Closedwithflushorinverted0.042-inch-(1.0-mm-) thick,end

closures orchannelsof samematerialas facesheets.3. Tolerances:ComplywithSDI117,"ManufacturingTolerancesforStandardSteelDoors

andFrames."C. InteriorDoors:Facesheets fabricatedfromdecorativehighpressurelaminate.Providedoors

complyingwithrequirements indicatedbelowbyreferencingANSI/SDIA250.8 for levelandmodelandANSI/SDIA250.4for physicalperformancelevel:1. Level1 andPhysicalPerformanceLevelC(StandardDuty).

a . Width:As indicatedonDrawings.D. HardwareReinforcement:FabricateaccordingtoANSI/SDIA250.6withreinforcingplatesof18

gaugestainlesssteel..E. Fabricateconcealedstiffeners andhardwarereinforcementfromeithercold-orhot-rolledsteel

sheet.1 .4 STOPSANDMOLDINGS

A. Moldings for GlazedLitesin Doors: Minimum0.032inch(0.8mm) thick.B. LooseStopsforGlazedLites inFrames: Minimum 0.032inch(0.8mm)thick,fabricatedfromsame

materialasframes inwhichthey areinstalled.1 .5 S TE EL F IN IS HE S

A. PrimeFinish: Applymanufacturer's standardprimerimmediatelyafter cleaningandpretreating.1. ShopPrimer:Manufacturer'sstandard,fast-curing,lead- andchromate-freeprimer

complyingwithANSI/SDIA250.10acceptancecriteria;recommendedbyprimer manufacturer forsubstrate;compatiblewithsubstrate andfield-appliedcoatingsdespiteprolongedexposure.

B. Factory-AppliedPaintFinish: Manufacturer'sstandard,complyingwithANSI/SDIA250.3for performanceand acceptancecriteria.

1.6 ColorandGloss:As indicatedbymanufacturer'sdesignations.ENDOFSECTION08345

SECTION08800- GLAZING1 .1 S UM MA RY

A. Glazingrequiredfor thefollowing:1 . Win do ws .2. Doors.3 . S to re fr on t fr am in g.

1 .2 S UB MI TT AL S A. ProductData: For eachglass productandglazingmaterialindicated.B. GlazingSchedule: Usesamedesignations indicatedonDrawings for glazedopeningsinpreparing

aschedulelisting glasstypesand thicknessesforeach sizeopeningand location.C. ProductCertificates:Signedbymanufacturersofglass andglazingproducts certifyingthatproducts

furnishedcomplywithrequirements.1. Forsolar-controllow-e-coatedglass,providedocumentationdemonstratingthat

manufacturer ofcoatedglassis certifiedbycoating manufacturer.D. Warranties:Specialwarranties specifiedinthis Section.

1.3 QUALITYASSURANCE A. Preconstructionadhesionand compatibilitytesting.

1 .4 W AR RA NT Y A. DeteriorationofCoatedGlass: Notless than10 years.B. DeteriorationofInsulatingGlass:Notlessthan10years.

1 .5 M AT ER IA LS A. GlassProducts:

1 . AnnealedFloatGlass:Clear.2. Heat-TreatedFloatGlass: Heatstrengthened.3. CoatedFloatGlass: Sput ter coated.4. InsulatingGlass: Manufacturer's standarddual-sealunits.

B. F i re-Resis t iveGlaz ing: [Monolithic ceramic glazing material ][ Film-faced ceramic glazing material ][Laminated ceramic glazing material ][ Specially tempered monolithic glass ][ Laminated glass with intumescent interlayers][ Gel-filled,dual-glazed units].

C. Si liconeGlaz ingSealants: [Neutral][ Neutral or basic][ Acid]curing,Class[25][ 50][ 100/50],VOClessthan250g/L.

D . G la zi ng T ap es : [Back-bedding-mastic][ Expanded-cellular ]type.E . G la zi ng G as ke ts : [ Densecompression ][ Soft compression][ Lock strip].

1 .6 G LA SS U NI TS1.7 INSULATING-GLASSUNITS

A. Solar-ControlLow-E Insulating-GlassUnitsIG-1:1. OverallUnitThicknessandThicknessofEachLite: 25and6.0mm.2 . I nt er sp ac e Co nt en t: [ Air ][ Argon].3 . Outdoor L i te :Class1(c lear ) f loatg lass.4. Indoor L i te :Class1(clear ) f loatg lass.5. Low-ECoating: Sputteredonsecondor thirdsurface.6. VisibleLightTransmittance:70percentminimum.7. Winter Night t imeU-Factor: maximum.8. SummerDayt imeU-Factor :maximum.9. SolarHeatGainCoef f ic ient :maximum.10. Outdoor VisibleReflectance: 11percentmaximum.

ENDOFSECTION08800

SECTION08410- ALUMINUM-FRAMEDENTRANCESANDSTOREFRONTS1 .1 S UM MA RY

A. Exteriorandinteriorstorefrontframing.B. Exteriorandinteriormanual-swingentrancedoors.

1.2 PERFORMANCEREQUIREMENTS A. DelegatedDesign:Contractorto designaluminum-framedsystems.B. St ructuralPer formance:

1. WindLoads:As ind icatedonDrawings.2. SeismicLoads:As indicatedonDrawings.

C. Def lect ionofFramingMembers:1. Deflect ionNormal toWal lP lane: L imi tedtoL/175.2. DeflectionParalleltoGlazingPlane:LimitedtoL/360or 1/8inch(3.2mm),

whichever issmaller.D. Windborne-Debris-Impact-ResistancePerformance: .

1 .3 S UB MI TT AL S A. ProductData: Includeconstructiondetails,materialdescriptions,dimensionsofindividual

componentsandprofiles,and finishesfor eachtypeof productindicated.B. ShopDrawings: For aluminum-framedsystems.Includeplans,elevations,sections,details,

andattachments tootherwork.1. Includedetailsofprovisionsforsystemexpansionandcontractionandfordraining

moistureoccurringwithinthe systemtothe exterior.2. Forentrances,includehardwarescheduleandindicateoperatinghardwaretypes,

functions,quantities,andlocations.C. Samples:Submitthreesamples,minimum2”x4”,ofaluminumfinishedwithsystemand

colorproposedfor thefinishedwork.D. Warranties: Specialwarranties specifiedinthis Section.

1.4 QUALITYASSURANCE A. Quality-controlprogramfor structural-sealant-glazedsystem.B. Preconstructionsealanttesting.

1 .5 W AR RA NT Y A. MaterialsandWorkmanship:Three years.B . F in is h: 2 0 y ea rs .

1.6 MAINTENANCESERVICE A. EntranceDoor Hardware: [Six] months.

1.7 MANUFACTURERS A. Basis-of-DesignProduct: Thedesignfor aluminum-framedsystems isbasedon Kawneer

TrifabVG451 frontset forexterior applications,TrifabVG 450for interiorapplications,and3500Seriesfor swingdoors. MATERIALS

B. Aluminum: Alloyandtemperrecommendedbymanufacturer.C. Steel re in forcement .

1 .8 FRAMINGSYSTEMS A. Bracketsandreinforcements.B. Fasteners andaccessor ies.C. Concreteandmasonry inser ts .D. ConcealedFlashing:Manufacturer'sstandardcorrosion-resistant, nonstaining,nonbleeding

flashing.E. Framingsystemgasketsandsealants .

1 .9 GLAZINGSYSTEMS A. Glazing:As specifiedinDivision8 Section"Glazing."B . G la zi ng g as ke ts .C. Spacersandset tingblocks.D . B on d- br ea ke r t ap e.E . G la zi ng S ea la nt s:

1 . S tr uc tu ra l s ea la nt .2 . Weathersealsealant.

1.10 ENTRANCEDOORSYSTEMS A. EntranceDoors:

1. DoorConstruction: 1-3/4-inch(44.5-mm)overallthickness.2. Door Design:Medium st ile .3 . Glaz ingstopsandgaskets .

B. EntranceDoorHardware:Division8 Section"DoorHardware."1.11 ALUMINUMFINISHES

A. AluminumFinishes:High-performanceorganic(twocoats).1.12 SOURCEQUALITYCONTROL

A. TestingAgency: [Owner] [Contractor] engaged.B. Structural-Sealant-GlazedSystems: TestedandinspectedaccordingtoASTM C1401

recommendations.1.13 FIELDQUALITYCONTROL

A. Testing:By [Owner-engaged] [Contractor-engaged] agency.ENDOFSECTION08410

SECTION08710- DOORHARDWARE1 .1 S UM MA RY

A. Commercialdoorhardwarefor swingingdoors.B. Other doorstotheextent indicated.C. CylindersfordoorsspecifiedinotherSections.

1 .2 S UB MI TT AL S A. ProductData: Includeconstructionandinstallationdetails,materialdescriptions,dimensionsof individualcomponents andprofiles,andfinishes.

1 .3 W AR RA NT Y A. WarrantyPeriod: Oneyearfrom dateof SubstantialCompletion,except asfollows:

1. ManualClosers :25yearsf romdateof invo ice.2. CylindricalLocksets:Twoyearsfrom dateofinvoice.3. Sur-LockExitDevice:Fiveyearsfromdateofinvoice.

1.4 MAINTENANCESERVICE A. Full-MaintenanceService: Sixmonths.

1 .5 P RO DU CT S A. CylindersandKeying:

1. Construct ionKeying:Const ruction[master keys][ cores].2 . K ey in g Sy st em :

a . G ra nd m as te r ke y.b. Locksmaster keyedorgrandmasterkeyedtoexistingsystem.c. Al lcyl inderskeyedal ike.d . K ey s: N ic ke l si lv er .

1) Stamping: PermanentlyinscribeeachkeywithaLockNetkeycontrolnumber,statecode, andincludethe followingnotation:a) Notation: "DONOTDUPLICATE."

2) Quantity: Inadditiontooneextrakeyblank foreachlock,providethefollowing:a) Cyl inderChangeKeys:Two.b) Construct ionKeys:Four .c ) M as te r Ke ys : F o ur .d ) G ra nd M as te r Ke ys : t w o.

1.6 FIELDQUALITYCONTROL A. IndependentArchitecturalHardwareConsultant: [Owner ][ Contractor ]engaged toperform

inspections.B. OccupancyAdjustment :Threemonths.

ENDOFSECTION08710

SECTION09111- NON-LOAD-BEARINGSTEEL FRAMING1 .1 S UM MA RY

A. Non-load-bearingsteelframing membersfor interiorframingsystems.1 .2 M AT ER IA LS

A. SteelFramingfor FramedAssemblies:B. FramingMembers,General:ComplywithASTM C754forconditionsindicated.

1. SteelSheetComponents:ComplywithASTMC645requirements for metal,unlessotherwiseindicated.

2. ProtectiveCoating:Coatingwithequivalentcorrosionresistanceof ASTMA 653/A653M,G40 (Z120),hot-dipgalvanized,unlessotherwiseindicated.

1.3 STEELFRAMINGFORFRAMEDASSEMBLIES A. SalvagedMaterial:Usesalvagedframing materialswhenever available.B. Stee lStudsandRunners: ASTMC645.

1. MinimumBase-MetalThickness: 0.0312inch(0.79mm).2. Depth: As ind icatedonDrawings.

C. Slip-TypeHeadJoints: Whereindicated,provideoneofthefollowing:1. SingleLong-LegRunnerSystem: ASTMC645toprunnerwith2-inch-(50.8-mm-)deep

flangesinthickness notless thanindicatedfor studs,installedwith studs frictionfitintotoprunnerand withcontinuousbridginglocatedwithin 12inches(305mm) ofthe topof studs toprovidelateral bracing.

2. Double-RunnerSystem: ASTMC645toprunners,insiderunnerwith2-inch-(50.8-mm-)deepflangesin thickness notless thanindicatedfor studsandfastened tostuds, andouterrunnersized tofriction fitinsiderunner.

D. Cold-RolledChannelBridging: 0.0538-inch(1.37-mm)bare-steelthickness,withminimum1/2-inch-(12.7-mm-)wideflanges.1. Depth: 1-1/2 inches(38.1mm).2. ClipAngle:Notlessthan1-1/2by1-1/2inches(38.1by38.1mm),0.068-inch-(1.73-mm-)

thick,galvanizedsteel.E. Hat-Shaped,RigidFurringChannels:ASTM C645.

1. MinimumBaseMetalThickness: AsindicatedonDrawings[0.0179inch(0.45mm)][0.0312inch(0.79mm) ]< Insert thickness>.

2. Depth: As ind icatedonDrawings.F. Cold-RolledFurringChannels: 0.0538-inch(1.37-mm) bare-steelthickness,withminimum1/2-inch-

(12.7-mm-)wideflanges.1. Depth: As ind icatedonDrawings.2. FurringBrackets: Adjustable,corrugated-edgetypeofsteelsheetwithminimumbare-

steelthicknessof 0.0312inch(0.79mm).3. TieWire: ASTMA641/A641M,Class1zinccoating,softtemper,0.0625-inch-(1.59-

mm-)diameterwire,or doublestrandof 0.0475-inch-(1.21-mm-)diameterwire.G. Z-ShapedFurring: Withslottedornonslottedweb,faceflangeof1-1/4inches(31.8mm),wall

attachmentflangeof 7/8inch(22.2mm), minimumbare-metalthickness of0.0179inch(0.45 mm),aanddepth requiredtofit insulationthicknessindicated.

ENDOFSECTION09111

Finishes

Doors and Windows (Continued) Doors and Windows (Continued) Finishes (Continued)

SECTION09260-GYPSUMBOARD1 .1 S UM MA RY

A. Interior gypsum board.B . T il e b ac ki ng p an el s.

1 .2 S UB MI TT AL S A. ProductData: Foreach typeof productindicated.B. Samples:For thefol lowingproducts :

1. TexturedFinishes: Manufacturer's standardsizeforeachtexturedfinishindicatedandonsamebackingindicatedfor Work.

1 .3 M AT ER IA LS A. InteriorGypsumBoard:

1. General:ComplyingwithASTM C36/C36Mor ASTM C1396/C1396M,as applicabletotypeofgypsumboard indicatedandwhicheveris morestringent.a. Mustbecertifiedas lowemitting.CertificationmustbebasedupontheCalifornia

DepartmentofHealthServices StandardPracticefor TheTestingOf VolatileOrganicEmissionsFromVariousSources UsingSmall-ScaleEnvironmentalChambers, including2004Addendaor ajurisdictionallyrecognizedstandardusingequivalenttestingmethodologiesandVOCthresholds.

2. Type X:a. Thickness: 5/8 inch(15.9mm).b . L on g Ed ge s: T ap er ed .

3. Moisture-andmold-resistanttype:Withmoisture-andmold-resistantcoreandsurfaces.a. Core:5/8 inch(15.9mm),TypeX.b . L on g Ed ge s: T ap er ed .c. MoldResistance:ASTMD3273,scoreof10as ratedaccordingtoASTMD3274.

B. T i le-BackingPanels :1. Glass-Mat,Water-ResistantBackingBoard:ASTM C1178/C1178M,withmanufacturer's

standardedges.a. Mustbecertifiedas lowemitting.CertificationmustbebasedupontheCalifornia

DepartmentofHealthServices StandardPracticefor TheTestingOf VolatileOrganicEmissionsFromVariousSources UsingSmall-ScaleEnvironmentalChambers, including2004Addendaor ajurisdictionallyrecognizedstandardusing

equivalenttestingmethodologiesandVOCthresholds.b. Core:5/8 inch(15.9mm),TypeX.c. MoldResistance:ASTMD3273,scoreof10as ratedaccordingtoASTMD3274.

2. CementitiousBackerUnits: ANSIA118.9andASTMC1288or1325,withmanufacturer'sstandardedges.a . Th ic kn es s: [ 1/4inch (6.4mm)] [As indicated].b. MoldResistance:ASTMD3273,scoreof10as ratedaccordingtoASTMD3274.

C . T ri m Ac ce ss or ie s:a. In ter ior :Cornerbead.

ENDOFSECTION09260

SECTION09310-CERAMICTILE1 .1 S UM MA RY

A. Paver,glazed,and walltile.B. Waterproofmembraneforthin-settileinstallations.C. Metaledgestrips installedaspartoftileinstallations.

1.2 QUALITYASSURANCE A. Mockupsforeach formof construction.

1 .3 M AT ER IA LS A. GlazedWallTile Trim Shapes: Covedbase,bullnosecap.B. Thresholds:SatinAnodizedAluminumThresholds andTransitionStrips.

1. Beveledgesat1:2slope,withlower edgeofbevelalignedwithor upto1/16inch(1.5mm)aboveadjacentfloor surface. Finishbevelto matchtopsurface ofthreshold. Limitheightof thresholdto1/2 inch(12.7mm) orless aboveadjacentfloor surface.

C. Mortar:Latex-por tlandcementD. ElastomericSealants: One-part,mildew-resistantsilicone.

1. Sealantsshal lhaveaVOCcontentof [250] g/Lor lesswhencalculatedaccordingto40CFR59,SubpartD(EPAMethod24).

1.4 FLOORTILEINSTALLATIONSCHEDULE A. InteriorFloorson Concrete:Thin-setmortar.

1 . T i leType: Unglazedpaver t i le .2. Mortar: Latex-portlandcementmortarbondcoat.3. Grout: Polymer-modifiedunsanded100%solidsepoxynon-sagginggrout.

B . I nt er io r Fl oo rs o n [Waterproof] [Crack-Suppression] MembraneoverConcreteand Wood: Thin-setmortar.1 . T i leType: Unglazedpaver t i le .2. Mortar: Latex-portlandcementmortarbondcoat.3. Grout: Polymer-modifiedunsanded 100%solidsepoxynon-sagginggrout.

1.5 WALLTILEINSTALLATIONSCHEDULE A. InteriorWalls over Glass-MatWater-ResistantBacker Boardor CementitiousBackerUnits: Thin-set

mortar.1 . T ile Typ e: [Unglazed ceramic mosaic] [Glazed ceramic mosaic] [Glazed wall] tile.2 . Mortar: Latex-por t landcementmor tar .3. Grout: Polymer-modifiedunsandedgrout.

ENDOFSECTION09310

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Finishes (Continued)

SECTION09640-WOODFLOORING1 .1 S UM MA RY

A. [Factory-][ Field-]finishedwoodflooring.1 . S ol id woo d, [strip][ and][ plank].2 . E ng in ee re d wo od , [strip][ and][ plank].3. [Solid][ Engineered]-woodparquet.

1 .2 QUALITYASSURANCE A. QualityStandard: [NOFMA's "Official Flooring Grading Rules." ][ MFMA grading rules.][ WCLIB

No.17 grading rules.]B. Mockups for eachform ofconstructionandfinish.

1 .3 M AT ER IA LS A. WoodFlooring:

1. Field-AppliedFinish:Water-basedurethanefinishsystem.a. VOCContent:Whencalculatedaccordingto40CFR59,SubpartD(EPAMethod

24),as follows:1) F inishCoats andFloorSealers: Notmorethan350g/L.2 ) S ta in s: N ot m or e t ha n 25 0 g/ L.

B . A cc es so ri es :1. WoodFloor ingAdhesive:VOCl imi ts:100g/L.

ENDOFSECTION09640

SECTION09681-CARPETTILE1.1 QUALITYASSURANCE

A. Productscomplywithrequirementsof CRI'sGreenLabel IndoorAirQuality TestingProgram.1 .2 W AR RA NT Y

A. CarpetTile: oneyears.1 .3 M AT ER IA LS

A. Adhesives:Water-resistant,mildew-resistant,nonstaining,pressure-sensitivetypeto suitproductsandsubfloorconditionsindicated,that complieswithflammabilityrequirements forinstalledcarpettileand isrecommendedby carpettilemanufacturerfor releasableinstallation.a . V OC L im it s: 5 0 g /L

1 .4 I NS TA LL AT IO N

A. InstallationMethod:Glue downwithreleasableadhesive.ENDOFSECTION09681

SECTION09931-WOODSTAINSANDTRANSPARENTFINISHES1 .1 S UM MA RY

A. Surfacepreparationandapplicationof woodfinisheson [exterior ][ and][ interior ]substrates.1. Division09paintingSections forspecial-usecoatings.

1 .2 S UB MI TT AL S A. Samples forVerification: Foreach typeof finishsystemand ineach colorand glossof finish

indicated.1.3 QUALITYASSURANCE

A. QualityStandards: "MPIApprovedProducts List" and"MPIArchitecturalPaintingSpecificationManual."

1 .4 G EN ER AL A. ChemicalComponentsofField-AppliedInterior PaintsandCoatings:

1 . V OC Li mi ts :a. ClearWoodFinishes,Varnishes:VOCnotmorethan350g/L.b. Shel lacs, Clear: VOCnotmorethan730g/L.c . Stains: VOCnotmorethan250g/L.d. Pr imers,Sealers ,andUndercoaters :200g/L.

1.5 PRIMERSANDSEALERS A. ExteriorOilWood Primer: MPI#7.

1 .6 STA IN S A. Exterior SemitransparentLatexStain: MPI#13.B. Exterior, Solid-ColorLatexStain:MPI#16.C. Stain,Semi-Transparent,for Interior Wood:MPI#90.

1 .7 V AR NI SH ES A. Interior Varnish(Semigloss): MPI#74,B. InteriorVarnish(Gloss):MPI#75,GlossLevel6, alkydtype.

1.8 EXTERIORWOOD-FINISH-SYSTEMSCHEDULE A. Solid-ColorLatexStainSystem: MPIEXT 6.3K.

1. PrimeCoatIfTanninBleedingoccurs:Exterioroilwoodprimer.2. TwoStainCoats:Exterior,solid-color latexstain.

B. SemitransparentStainSystem: MPIEXT6.3D.1. TwoStainCoats:Exteriorsemitransparentlatexstain.

1.9 INTERIORWOOD-FINISH-SYSTEMSCHEDULE A. SemitransparentStainSystem: MPIINT 6.3C

1. PrimeCoat:Stain,semi-transparent,matchingtopcoat.2. Topcoat:Stain,semi-transparent,for interior wood.

B. PolyurethaneVarnishSystem:MPIINT 6.3K.a. TwoField-AppliedFinishCoats: InteriorVarnish[(satin)][ (gloss)].

ENDOFSECTION09931

SECTION10522-FIREEXTINGUISHERCABINETS1 .1 S UB MI TT AL S

A. ProductData: For eachtypeof productindicated. Includeconstructiondetails,materialdescriptions,dimensionsofindividualcomponents andprofiles,andfinishesfor fireprotectioncabinets.1. FireProtectionCabinets:Includeroughing-indimensions,detailsshowingmounting

methods,relationshipsofbox andtrim tosurroundingconstruction,doorhardware,cabinettype,trim style,andpanel style.

1 .2 P RO DU CT S A. SecurityFireProtectionCabinet:

1 . Type:For f i reext inguisher .a. BasisofDesign:Thedesignis basedonLarsen'sManufacturingCompany;

Model#SS2409-R1.2. Construction:[Nonrated][1-hour firerated][2-hour firerated].3 . M ou nt in g: R ec es se d.4. Door Style: Emergencycylinderlock,continuous hinge;andclearvisionpanel.5 . F inish: Stee l ,bakedenamelorpowder coated.

ENDOFSECTION10522

Specialties

SECTION09720-WALL COVERINGS1 .1 S UM MA RY

A. Vinylandwoven glass-fiberwallcovering.1 .2 M AT ER IA LS

A. General:Install StarbucksCoffeeCompanysuppliedwall covering.a. Mustbecertifiedaslowemitting.CertificationmustbebasedupontheCalifornia

DepartmentofHealthServices StandardPracticefor TheTestingOf VolatileOrganicEmissionsFromVariousSources UsingSmall-ScaleEnvironmentalChambers,including2004Addendaor ajurisdictionallyrecognizedstandardusingequivalenttestingmethodologiesand VOCthresholds.

B. Adhesive: Mildew-resistant,nonstaining,strippableadhesive,for usewithspecific wallcoveringandsubstrateapplication,asrecommendedinwriting bywall-coveringmanufacturer, andwitha VOCcontentof50g/Lor lesswhencalculatedaccordingto40CFR59,SubpartD (EPAMethod24).

1 .3 I NS TA LL AT IO N A. Installstripsin sameorderas cutfrom roll.

ENDOFSECTION09720

SECTION09920-EXTERIORPAINTING1 .1 S UM MA RY

A. Surfacepreparationandthe applicationofpaintsystems onexteriorsubstrates.1 .2 S UB MI TT AL S

A. SamplesforVerification:1. For eachnon-standardlatextopcoatcolor andglossindicated.2. Foreachtypeofnon-standardpaintsystemandineachcolorandglossoftopcoat


A. QualityStandards: "MPIApprovedProducts List" and"MPIArchitecturalPaintingSpecificationManual."

B. Mockupsforeachcolorandf in ish.1 .4 B LO CK F IL LE RS

A. Interior/Exterior LatexBlockFiller: MPI#4.1 .5 M ET AL P RI ME RS

A. AcrylicMetal.1 .6 W OO D PR IM ER S

A. Exterior LatexWood Primer: MPI#6.B. ExteriorOilWoodPr imer :MPI#7.

1.7 EXTERIORLATEXPAINTS A. Exterior Latex(Satin): MPI#15 (GlossLevel4).B. ExteriorLatex(Semigloss): MPI#11(GlossLevel5).

1 .8 QUICK-DRYINGENAMELS A. Quick-DryingEnamel(Semigloss): MPI#81(Gloss Level5).

1.9 EXTERIORPAINTINGSCHEDULE A. Clay-MasonrySubstrates:

1 . L at ex S ys te m: M PI E XT 4 .1 A.B . C MU S ub st ra te s:

1 . L at ex S ys te m: M PI E XT 4 .2 A.C . S te el S ub st ra te s:

1. Quick-DryingEnamelSystem:MPIEXT5.1A.D. Galvanized-MetalSubstrates:

1 . L at ex S ys te m: M PI E XT 5 .3 A.E. FactoryPr imedMetalSubst ra tes:1 . L at ex S ys te m: M P I E XT 5 .4 H.

F. Wood-New,Unfin ished,Sid ingandTrim:1 . L at ex S ys te m: M PI E XT 6 .1 L.

G. Wood-Exist ing,Painted.1 . L at ex S ys te m: M PI E XT 6 .3 L.

H . S tu cc o Su bs tr at es :1 . L at ex S ys te m: M PI E XT 9 .1 A.

I. EIFS:1 . L at ex S ys te m: M PI E XT 9 .2 A.

ENDOFSECTION09920

SECTION10523-FIREEXTINGUISHERS1 .1 S UM MA RY

A. Owner-FurnishedMaterial: Hand-carriedfire extinguishers.1.2 QUALITYASSURANCE

A. FireExtinguishers: NFPA10 [and FMGlisted].1 .3 P RO DU CT S A. Portable,Hand-CarriedFireExtinguishers:

1. Multipurposedry-chemicaltype, manufacturer'sstandardcontainer.B. MountingBrackets: Steelwithidentificationlettering.

ENDOFSECTION10523

Finishes (Continued) Finishes (Continued)

SECTION09510- ACOUSTICAL PANEL CEILINGS1 .1 S UM MA RY

A. Acousticalpanelsandexposed suspensionsystems.1 .2 S UB MI TT AL S

A. ProductData: Foreach typeof productindicated.B. CoordinationDrawings:Reflectedceilingplans,drawntoscale,onwhichthefollowingitems are

shownandcoordinatedwith eachother,based oninput frominstallersof theitems involved:1. Cei l ingsuspensionsystemmembers.2. Methodofattachinghangerstobuildingstructure.3. Ceiling-mounteditems includinglightingfixtures,diffusers,grilles,speakers,sprinklers,

accesspanels,and specialmoldings.C. Samplesfor Verification: Foreachcomponentindicatedandfor eachexposedfinishrequired,

preparedonSamplesof sizeindicatedbelow.1. AcousticalPanel:Setof full-sizeSamples ofeachtype,color,pattern,andtexture.2. ExposedSuspensionSystemMembers,Moldings,andTrim: Setof12-inch-(300-mm-)

longSamples ofeach type,finish,and color.D. QualificationData: For testingagency.E. Fieldquality-controltestreports.F. ProductTestReports:Basedonevaluationofcomprehensivetests performedbya qualified

testingagency,for eachacousticalpanelceiling.G. MaintenanceData: Forfinishestoincludeinmaintenancemanuals.

1 .3 QUALITYASSURANCE A. AcousticalPanelQualityStandard: ASTME 1264.B. MetalSuspensionSystemQualityStandard: ASTMC635.

1 .4 M AT ER IA LS A. AcousticalCeilingPanelsGeneral:Must becertifiedas lowemitting. Certificationmustbebased

uponthe CaliforniaDepartmentofHealthServices StandardPracticefor TheTestingOf VolatileOrganicEmissionsFromVarious SourcesUsingSmall-ScaleEnvironmentalChambers,including2004Addendaor ajurisdictionallyrecognizedstandardusingequivalenttestingmethodologiesand VOCthresholds.

B. AcousticalCei lingPanelsT0011. Classification:TypeIV,mineralbasewithmembrane-facedoverlay;Form2,water felted;

withvinyloverlay onface; PatternG(smooth).2 . Color:As ind icatedonDrawings.3. Thickness:5/8 inch(15mm).4. ModularSize:24by48inches(610by1220mm).5. BroadSpectrumAntimicrobialFungicideandBactericideTreatment: Provideacoustical

tilestreatedwith manufacturer's standardantimicrobialformulationthatinhibitsfungus,mold,mildew,and gram-positiveand gram-negativebacteriaand showingnomold, mildew,orbacterialgrowthwhen testedaccordingto ASTMD 3273and evaluatedaccordingto

ASTMD3274 orASTM G21.C. AcousticalCeilingPanelsT003,T004,T005,T006:

1. Classification: TypeIII,mineralbasewithpaintedfinish;Form 2,waterfelted;PatternE(lightlytextured).

2 . Color:As ind icatedonDrawings.3. Thickness:5/8 inch(15mm).4. ModularSize:24by48inches(610by1220mm).5. BroadSpectrumAntimicrobialFungicideandBactericideTreatment: Provideacoustical


ASTMD3274 orASTM G21.D. AcousticalCei lingPanelsT211,T212:

1. Classification:TypeIII,mineralbasewithpaintedfinish;Form2,waterfelted;PatternCE(perforated,smallholes andlightlytextured).

2 . Color:As ind icatedonDrawings.3. Thickness:3/4 inch(15mm).4. ModularSize:24by48inches(610by1220mm).5. BroadSpectrumAntimicrobialFungicideandBactericideTreatment: Provideacoustical


ASTMD3274 orASTM G21.E. Meta lSuspensionSystems:

1. Wide-Face,Capped,Double-WebSteel:Intermediateduty.F. MetalEdgeMoldingsandTrim: Roll-formedsheetmetal.

1 .5 INSTALLATION A. Installation:[ ASTMC636 ][ UBCStandard 25-2].

1 .6 FIELDQUALITYCONTROL A. Testing: By [Owner] [Contractor]-engagedagencyto testacousticalpanelceiling hanger

fasteners.ENDOFSECTION09511

SECTION09547- LINEARMETAL CEILINGS1 .1 C OM PO NE NT S

A. Moldings andtrim.B . S ei sm ic s tr ut s.C . H ol d- do wn c li ps .D. AluminumPansandSuspensionSystem:

1. Products: Subjecttocompliancewithrequirements:a. Bestwor thRommel ;A lpo l icACMPanels .

2 . Class if icat ion:Unper forated.3 . L in ea r Mo du le W id th : [2inches(51mm)][ 4inches(102mm) ][ 6inches(152 mm)][ 8

inches(203mm)]< Insert dimensions>.4. Pan Depth: [ 5/8inch(16 mm)][ 3/4inch(19 mm)][ 1to 1-1/2inches(25to 38mm)]

.5 . P an F ac e Fi ni sh : [Mill][ Lacquered mill][ Clear anodized][ Clear mirror-anodized]

[Painted][ Fluoropolymer coated][ Bright reflective]< Insert finish>.6 . F il le r st ri p.7. Suspension-SystemMain-Carrier Material:Aluminum.

ENDOFSECTION09547

SECTION09910-INTERIORPAINTING1 .1 S UM MA RY

A. Surfacepreparationandthe applicationofpaint systems oninterior substrates.1 .2 S UB MI TT AL S

A. SamplesforVerification:1. For eachnon-standardlatextopcoatcolor andglossindicated.2. Foreachtypeofnon-standardpaintsystemandineachcolorandglossoftopcoat


A. QualityStandards: "MPIApprovedProductsList" and"MPI ArchitecturalPaintingSpecificationManual."B. Mockupsforeachcolorandf in ish.

1.4 MANUFACTURERS A. Manufacturers: Subjecttocompliancewith requirements,provideproducts byone ofthe

following:Productonefor RNAonly.1 . Sherwin-Wil l iamsCompany(The).2 . o r a pp ro ve d eq ua l.

1 .5 G EN ER AL A. ChemicalComponentsofField-AppliedInterior PaintsandCoatings:

1 . V OC Li mi ts :

a . F latPaintsandCoatings:VOC contentofnotmorethan50g/L.b. NonflatPaintsandCoatings:VOCcontentofnotmorethan150g/L.c . Pr imers,Sealers ,andUndercoaters :200g/L.d. AnticorrosiveCoatings: VOCcontentofnotmorethan250g/L.

1.6 PRIMERS/SEALERS A. PrimerSealer,Interior,InstitutionalLow Odor/VOC:MPI#149.

Productonefor RNAonly.1. Sherwin-WilliamsCompany;HarmonyInteriorLatexPrimer 2 . o r a pp ro ve d eq ua l

B. Wood-KnotSealer:Sealerrecommendedinwritingbytopcoatmanufacturerforuseinpaintsystemsindicated.

1 .7 M ET AL P RI ME RS A. Rust-InhibitivePrimer (Water Based): MPI#107.

1 .8 L AT EX P AI NT S A. Latex,Interior,InstitutionalLowOdor/VOC,(Gloss Level2): MPI#144.

Productonefor RNAonly.1. Sherwin-WilliamsCompany;HarmonyInteriorLatex2 . o r a pp ro ve d eq ua l

B. Latex, Interior, (GlossLevel2) :MPI#44.Productonefor RNAonly.1. Sherwin-WilliamsCompany;ColorAccentsInteriorLatex2 . o r a pp ro ve d eq ua l

C. Latex,Interior,HighPerformanceArchitectural,Semi-Gloss(GlossLevel5):MPI#141.1.9 INTERIORPAINTINGSCHEDULE

A. SteelSubstrates:1. InstitutionalLow-Odor/VOCLatexSystem: MPIINT5.1S.

a. PrimeCoat:Rust-inhibitiveprimer(waterbased).b. IntermediateCoat: Institutionallow-odor/VOCinteriorlatexmatchingtopcoat.c. Topcoat:Institutionallow-odor/VOCinterior latex(Gloss Levelasindicatedin

paintschedule).B. Glue-LaminatedBeamandColumnSubstrates:

1. InstitutionalLow-Odor/VOC LatexSystem: MPIINT6.1Q.a. PrimeCoat:Interiorlatexprimer/sealer.b. IntermediateCoat: Institutionallow-odor/VOCinteriorlatexmatchingtopcoat.c. Topcoat:Institutionallow-odor/VOCinterior latex(Gloss Levelasindicatedin

paintschedule).C . W oo d Su bs tr at es :

1. InstitutionalLow-Odor/VOCLatexSystem:MPIINT6.3V.a. PrimeCoat:Interior latexprimer/sealer.b. IntermediateCoat: Institutionallow-odor/VOCinteriorlatexmatchingtopcoat.c. Topcoat:Institutionallow-odor/VOCinterior latex(Gloss Levelasindicatedin

paintschedule).D. GypsumBoardSubst ra tes:1. InstitutionalLow-Odor/VOC LatexSystem: MPIINT9.2M.

a. PrimeCoat:Interior latexprimer/sealer.b. IntermediateCoat: Institutionallow-odor/VOCinteriorlatexmatchingtopcoat.c. Topcoat:Institutionallow-odor/VOCinterior latex(Gloss Levelasindicatedin

paintschedule).E. High-ImpactGypsumBoardSubstrates:

1. High-PerformanceArchitecturalLatexSystem:MPIINT9.2B.a. PrimeCoat:Interior latexprimer/sealer.b. IntermediateCoat: Institutionallow-odor/VOCinteriorlatexmatchingtopcoat.c. Topcoat:Institutionallow-odor/VOCinterior latex(Gloss Levelasindicatedin

paintschedule).F. PlasterSubst rates:

1. InstitutionalLow-Odor/VOC LatexSystem: MPIINT9.2M.a. PrimeCoat:Interior latexprimer/sealer.b. IntermediateCoat: Institutionallow-odor/VOCinteriorlatexmatchingtopcoat.c. Topcoat:Institutionallow-odor/VOC interiorlatex(GlossLevelasindicatedinpaint

schedule).G. Acoust ica lCeil ingTi le:

1. InstitutionalLow-Odor/VOC LatexSystem: MPIINT9.2M.a. PrimeCoat:Interior latexprimer/sealer.b. Topcoat:Institutionallow-odor/VOC interiorlatex(GlossLevelasindicatedinpaint

schedule).ENDOFSECTION09910

240Seatt

SheetNumbe

SheetTitle:

Scale:

Store #:

Concept:

Project #:

Palette:

IssueDate:

DesignLead:

Checkedby:


Sta

A

C



manneronoprojectwi

Starbucksspecifications

fora prototyptochangeataconditions.Nenor liabilitytountila written


3 / 4 / 2 0 1 3 1 2 : 5 8 : 5 3 P M




DesiCo

Highway82

&Willits

Rev Date


6/52

Architectural Site Plan Notes

A.Refer toExteriorElevations for buildingSignagelocationandDesignID. Refer toElectricalPlans forelectricalrequirements.

B.Landscapingto beprovidedper zoningcodeand LEEDrequirements.

C.Drive-ThruEquipmentincludingvehicle detectionloop,wirelesscommunication,and monitors coordinatedbyStarbucksConstructionManager.Refer toElectricalSpecifications forelectricalrequirements.

D.Landlordis responsiblefor providingsitework,includingnewbollards,footingand conduitfordrive-thrusignage. CoordinatewithStarbucksConstructionManager.

E.All parkinganddrive-thrustriping tobe providedbylandlord.

F.Trash enclosuretobe lockableusingsteel gates or chaintobeprovidedby landlord.

G.Landlordto provide6"(150mm) thickconcretepavingthelengthof thedrive-thrulane, extentto includedrive-thruwindowstandingpad.

H.GeneralContractor toapply concretesealerto allexterior concretepatioand walkwaysurfaces.

Sheet Notes1.5-Panel Menuboardand speaker locatedatcar 5.Seedetails3,6, 8,9& 10/A-102.

2.Pre-Menuboardlocatedatcar6.Seedetails1,2& 8/A-102.

3.Gatewayclearancebar. Seedetails4, 5& 7/A-102.

4.Notused.

5.Notused.

6.ThankYou/DoNotEnterdirectionalsign.Seedetails2& 4/A-103.

7.Provide drive-thrushelfat drive-thruwindow.Seedetails 5,7&8/A-103.

8.New outdoorfurniture.SeeFF&E sheetI-114.

9.Directionof trashenclosure.(Underseparatepermit)

10.Landlordto providenewbike racks.Seedetails 10/A-103

A-201 1

A-2012

A-202

1

NEW STARBUCKS COFFEE

11305

11305

3 ' - 0 "

EQ. EQ.

3 ' - 0 "

t y p .

2 0 ' - 0 "

1

2

3

4

5

6

7

8

1 0 '

- 0 "

m a x

.

8 '

- 0 "

10052

10046

10050

12732

1

2

3

4

6

7

8

9

A-1025

A-1035

A-1023

A-1021

x0018

10

240Seatt

SheetNumbe

SheetTitle:

Scale:

Store #:

Concept:

Project #:

Palette:

IssueDate:

DesignLead:

Checkedby:

ProjectName:

Sta

A

C



manneronoprojectwi

Starbucksspecifications

fora prototyptochangeataconditions.Nenor liabilitytountila written


3 / 4 / 2 0 1 3 1 2 : 5 7 : 5 1 P M

Y : \ A r c h i t e c t u r a l P r o j e c t s \ 1 2 \ 3 \ X A 1 2 - 3 1 1 \ 5 C U R R E N T D R A W I N G S \ 2 R E V I T \ 1 C e n t r a l F i l e \ H w y 8 2 & W i l l i t s . r v t

Arch

Highway82

&Willits

Scale: 1"= 10'-0"1

Site PlanN

0 20'

Scale:1"= 10'-0"

10'5'

Rev Date

2 2 /2 2/ 12

2

2

2


7/52


8/52

Air curtainandheater sidefilters(included)

Drivethruwindow(typicalbylandlord)

Stainlesssteelshelf

1 4 " ( 3 5 5 m m ) M a x i m u m

1 2 " ( 3 0 0 m m ) M i n i m u m

- - - - - - - - - - - - -

BollardWindowperplan

Concreteinfillfulllengthofdrivethrulane

6 "

3 ' - 0 "

4 ' - 1 1 1 / 2 "

3 ' - 6 "3' - 111/2"

EQ EQ

Concretecurb

C e n t e r l i n e

b u m p - o u t

Bollard

Window

per plan

Interior finishgrade

Exteriorfinishgrade

Plan

Elevation

Detectorloopcenteredonwindow2"(50mm)belowfinalgrade

3 ' - 6 " + / - 2 " ( 5 0 m m )

14"(355mm)Maximum

12"(300mm)Minimum-------------------------

H o l d

3 ' - 0 " A F F

Singlepaneldrive-thruwindowassemblyper plan

Attachshelfto buildingexterior flushto topof roughopening,centeredonwindow

Existingornewexterior wallsystem

1 3 / 4 "

2 "

Align

Stainless steelangleto capinterior wall.Hembottom edge

StainlessSteelshelf

SIDE A SIDE B

DO NOTENTER

THANKYOU

SEESITEPLAN FORORIENTATIONOFGRAPHICPANELSTO SITE.

ACRYLICGRAPHICPANELS

THISDETAILIS FORREFERENCEONLY.SIGNAGESUPPLIEDANDINSTALLEDBYOTHERSUNDERSEPARATEPERMIT.

6"

2' - 1"

3 ' - 1 0 "

3 ' - 7 "

1 0 "

1 ' - 0 "