Attach J.2 Anacostia

8/14/2019 Attach J.2 Anacostia

1/21

1010 wisconsinavenue,nwsuite 405washington,dc 20007

T 202.466.6116F 202.466.6235E [email protected]

coregroup,pc2006

PROJECT DIRECTORY

Architect

MEP Engineer

Owner

Building AddressCORE

1010 Wisconsin Avenue,NW

Suite405

Washington,D.C. 20007

Contact: DavidCheney

SabrinaCheung

202.466.6116202.466.6235 fax

[email protected]

[email protected]

DC PublicLibrary

Martin Luther King,Jr. MemorialLibrary

901 GStreet NW

Washington,DC 20001-4599

Contact: JeffBonvechio

Telephone: 202.442.6070

F ax : 2 02 .7 27 .4 79 2 Allen andShariff

7061 DeepageDrive

2ndFloor

Columbia,MD21045

Contact:FredBeam

Telephone:410.381.7100

F ax : 4 10 .3 81 .7 11 0

DC Public Library1801 Good Hope Road SE

Washington, DC 20020

ANACOSTIA LOCATION

[email protected]

[email protected]

1801 Good Hope Road SEWashington,DC 20020

BID SET 6/15/06


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[email protected]

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PERMITSET

ICERTIFY THATTHESE DOCUMENTS

WERE PREPARED OR APPROVED BYME,

AND THATIAMADULYLICENSED

ARCHITECTUNDER THE LAWS OF

THE DISTRICTOFCOLUMBIA

06015

.00

6/15/06

A0.2Specifications

FileName:"PROJECTS:06004DCLib-4200Wisconsin:06004DCPLdwgs

:3sheetlayouts(.lbks):06004ModularCD.lbk:06004ModularCD.lbk"

Layout:A0.2Specifications

PrintedDate:6/15/06at12:54PM

1801GoodHopeRoadSE

Washington,DC,20020

DCP

ublicLibrary-Anacostia

3. Glazing Channels:

a. TopChannel:1" x 2" nominal

b. BottomChannel: 1"x 1"nominal

c . F inish: [StainlessSteel #4, satin brushed][ MatchBHMA#625(US26)]

D. DOOR HARDWARE

1. Overhead Closers:a.Concealedoverhead closers shall beheavy duty,fully hydraulic,full rackand pinionaction withadjustablespring power. Closers shall besized incompliancewith requirements for accessibilityforhandicappedandrecommendations ofmanufacturer.

b. Acceptable Products:

i . Do rma - RT S88

ii. LCN- 6030 Seriesw/CP150pivot

iii. Norton- 4900 Seriesw/490pivot

2. Push/PullBars:Horizontal pushbar/offsetpull bar combination

a . S ize :1 " d iame te r

b. Projection:2 1/2"nominal

c . Of fse t: 2 1 /4 " (n o mina l

d . Mo un t in g :i. PullBar: 12" centerto center

i i . Pu sh Ba r :3 3 " c e nte r to c en ter

e . F inish: [BHMA #630(US32D)][ BHMA #625(US26)]

f. Acceptable Products:

i. BuildersBrass Works- 2960

ii. Hiawatha- 658B x1081LBPiii. Rockwood- 15847

E. INSTALLATION

1. All-GlassEntranceSystem:

a. Install all-glassentrance systemin compliancewithmanufacturer'sinstructions.

b. Useamethod ofattachment to structureto permitsufficient adjustment to accommodate construction

tolerancesand irregularities.c. Fit,align,andadjust doorassembliesplumb andlevel,toprovideasmoothoperation.

2. Remove and replace defective work.SECTION 08450 - ALL-GLASS ENTRANCES

A. SUBMITTALS1. Product Data:

a. Submit manufacturer'sliterature describing productsto be provided.2. ShopDrawings:

a.Submit shop drawings for systems. Show anchorage, field connections, and glazing for component parts and prepare coordinationdetailsforentire system including framing and bracing to structure.

b. Shopdrawingsshall showscale elevationsand sections.Full size sectionsshallbe shownonlywhen needed forclarity.3. Samples:

a. Submit 2 samplesoffinished metal materials:i.Extrusions: 12" lengthsii.Sheet orPlate Materials:6" squares

b. Submit 2 samplesofglass.i.Sample Size:12" x 12"

4. QualityAssurance Submittals:a. Certificates:

i. Provide certificationbySafetyGlazing CertificationCouncilthat safety glazing materialsmeet specified requirements.ii. Provide certificationofHeat Checking of tempered glass.

5. Contract Close-out Submittals:a.Submit instructions to be followed in cleaning and maintaining components of system. Include a copy of instruction in Operation and

Maintenance DataManual.

B. QUALITYASSURANCE1. RegulatoryRequirements:

a.Provide glazing at Hazardous Locations as determined by CPSC 16 CFR 1201. Glazing shall be in compliance with ConsumerProduct SafetyAct and shallhave been tested and labeled.

b. Safetyglazing shallconformto requirementsof ANSIZ97.1.C. MATERIALS

1. Glass: Tempered;ASTMC1048a. Classifications:ASTMC1036; Type 1,class 1,qualityq 3b. Thickness: 1/2"c. Color: Clear

ii. DoorSills:1/4"iii. Butt Glazing Joints:3/8", except betweensidelightsand glasstransoms,which shallbe 1/8"

08700 HARDWAREA. Product Data:

1. Submit manufacturer'sliterature describing productsto be provided.B. ShopDrawings:

1.Submit a minimum of 3 copies of hardware schedule. Indicate location of hardware set, cross-referenced to indications on Drawings,manufacturer'sname and product number,finish,and othersimilar informationdescribing hardware to be provided.

C. RegulatoryRequirements:1. FederalAccessibilityRegulations:

a. AmericanswithDisabilitiesAct -ADAb. UniformFederalAccessibilityStandards-UFAS

2. NationalFire ProtectionAssociation:a. NFPA80 Standard forFire Doorsand Windowsb. NFPA101 Life SafetyCodec. NFPA105 Smoke- and Draft-ControlDoorAssemblies

D. GeneralRequirements:1.Items of hardware not definitely specified, but needed for satisfactory installation of hardware shall be provided. Such items shall be of

type and qualitysuitable for service needed and comparable to adjacent hardware.

2. Doorswithlocksets shallbe furnished withnon-removable pinshinges.3. Securelyinstallfinishhardware itemsin compliance withaccepted schedule and templatesfurnished withhardware.4. Installlocksets,surface mounted closers,and trimafterfinishing ofdoors and framesiscomplete.5. Verifykeying requirementswithOwner. Furnish2 keysperlock witha maximumof8 keysper keyed alike set.6.Before final completion, adjust hardware so that doors operate in perfect order. Test and adjust hardware for quiet, smooth operation, free

ofsticking,binding,or rattling.Adjust closersforproper,smooth operation.

7. At finalcompletion,properlytag and identifykeysand deliver to Owner.DIVISION 9 FINISHES

09000 GENERALFINISH NOTESA. Submittals:

1. The Contractorshallsubmit aminimumof three (3)12" x 12" square samplesofeach scheduled finishfor reviewbythe Architect.TheArchitect shallretaintwo (2)samples offinishes forrecord and returnaminimumof one sample to Contractor.

2. The Contractor shall advise the Architect of locations of changes in dye lots, batches or similar color shifts.B. QualityAssurance:

1. Before proceeding withprocurement offinishes, the Contractorshallfield verifydimensionsto assure that sufficient quantitiesofmaterialsare ordered to complete the work.

2. The Contractorshallrefer to the Drawingsforspecific locationsoffinishes. Should the Contractorfind anydiscrepancies,omissions,ambiguitiesorconflictson the plans,the Contractorshallbring the item(s)to the attentionofthe Architect fordirection,before orderingmaterialsorproceeding withanywork inquestion.

3. Finishesto be installed instrict accordance withthe manufacturer'sspecificationsand instructionsand ina mannerconsistent withthehighest qualitystandardsofworkmanship.

4. Where there isa questionasto the acceptable levelofqualityfor the installationof anymaterials,the Architect shallact as mediator.5. Uponreceipt fromthe manufacturer,inspect materialsfordefects,flaws, shipping damage,correct colorand pattern. Priorto beginning

work,damaged orwrong materialsshall be returned to the manufacturerforimmediate replacement to prevent delaysin the completionofthe work.

6. Compliance withthe manufacturer'srequirementsforhandling, storage,installationand protectionisthe exclusive responsibilityoftheContractor.

7. Finishesshallextend over,underand/orbehind anyitemof built-inmillwork,equipment,mirrors,etc.,asindicated onthe drawings.

09250 GYPSUMBOARDA. General

1. The ContractorshallnotifyArchitect ofdate forpartitionlayout. Layout shallbe reviewed byArchitect priorto construction.2. Allgypsumboard installationshallbe done bya qualified installerwithexperience incommercialapplicationssimilarin scope to this

project.

3. Gypsumboard installationshallconformto ASTMC840,the recommendationsofthe GypsumAssociation,the specificrecommendationsof the manufacturer,and the requirementsofthe UL Fire Resistance Directory(at fire rated partitions)

4. At areaswhere existing partitionsare indicated to remain,repair and prepare existing gypsumboard surface to accept new finish.Qualityofrepaired and prepared surface ofexisting partitionshallbe equal to that ofnewly constructed partitions.

B. MetalFraming1. Installationofmetalframing forinteriorgypsumboard shallconformto ASTMC754.2. Metalstud gauge forpartitionsshallbe 25 gauge minimumunlessnoted otherwise. Metalstudsat fire rated partitionsshallbe 20 gauge

minimum.

3. Metalstud framing shallconformto ASTMC754.

4. Millwork covered inwood veneerorplastic laminate shallbe fabricated and assembled byskilled workmento the complete satisfactionofthe Architect.Reinforcing asrequired to ensure arigid and secure assemblyshallbe provided,even ifnot detailed onthe drawings.Exposed surfacesshall be free fromdents,tool marks,warpage,buckle,glue and openjoints. Alljoint cornersand miterconnectionsshallbe made tightlyso that threadsare entirelyconcealed. Allexposed laminate jointsshall be shownon shopdrawingsand reviewedbythe Architect.

5. Formillworkindicating plasticlaminate exteriorfinished surfaces,provide white melamine asthe interiorcabinet and drawersurfacefinish(unlessotherwise noted inthe Drawings and details).

6. Installmillwork to be plumb,level,true and straight withno distortions. Shimas required using concealed shims.7. Scribe and cut Workto fit adjoining Work and refinishcut surfacesorrepairdamaged finishat cuts. Provide clearsealant at alljoints.8. Anchormillworkto built-inblocking ordirectlyattachto substrate. Secure to grounds,strapping and blocking withcounter-sunk,

concealed fastenersand blind nailing as required foracomplete installation.

9. The Contractorshallbe responsible formaking certainthat millwork itemsare not delivered untilareasare sufficientlydry so that themillwork willnot be damaged byexcessive changesinmoisture content.All delivered unitsshall matchthe finalapproved shopdrawingsand samples. Unitswhichare marred,chipped orotherwise damaged shallbe repaired orreplaced asdetermined bytheArchitect.Units shallbe protected during shipment and installation.After installationofunits intheirproper location,allprotectionshallbe removed and allsurfacesthoroughlycleaned to the complete satisfactionofthe Architect. Surfacesshallthen be recovered andprotected.

10. Repairorreplace damaged ordefective millwork whereverdeemed necessary.If millwork cannot be adequatelyrepaired,it shall bereplaced to the satisfactionofthe Architect.

11. Allstanding and running trimpiecesshallbe plain sawnhardwood Grade Ilumberto meet AWIrequirementsforPremiumGrade.DIVISION 8 DOORSAND WINDOWS

08100 STEELDOORS AND FRAMESA. Submittals

1. ShopDrawings:a. Submit shopdrawingsthat showelevationsof eachdoor design,doorconstructiondetails,and methodsof assembling sections,

hardware locations,and installationmethods,dimensions,and shapes ofmaterials,anchorage and fastening methods,doorframetypesand details,wall opening constructiondetails,and finish requirements.

b. Indicate locationof eachunit inProject.c. Shopdrawingssubmittalshall be coordinated withshop drawingssubmissionofrelated portionsof Work,suchas:i.) Wood Doorsii.) Hardware

B. QualityAssurance1. Qualifications:

a. Single Source Responsibility:i.) To greatest extent possible,frames,anchors,etc. shallbe productsof asingle manufactureroritemsstandard with

manufacturerofhollowmetal products.ii.) Provide secondarymaterialswhichare produced orare specificallyrecommended byhollowmetalproducts manufacturerto

ensure compatibility.

2. Certifications:a. Fire doorsshallbearlabels approved byUnderwritersLaboratories,Inc orWarnock HerseyInternational.Provide fire rated doors

witha labelpermanentlyattached to eitherhinge stile orto toprail, showing testing agencyapprovalfor classificationscheduled.

C. HollowMetalDoors1. Non-Rated Doors: Seamlesshollowsteeldoors

a. Grade: SDIGrade II,HeavyDuty; Model2b. Gauge:18 gaugec. Core Material:Acousticalinsulationat interiorapplications,thermalinsulationat exteriorapplications.

2. Fire Rated Doors: Seamlesshollowsteeldoorsa. Grade: SDIGrade II,HeavyDuty; Model2b. Gauge: 18 gaugec. Core Material:Acousticalinsulationd. Label: Asindicated onDrawings.

D. HollowMetalFrames1. Non-Rated Frames:

a. Gauge: 16 gaugeb. Framesover4'-0" (1200 mm)wide:14 gauge

2. Fire Rated Frames:a. Rated hollowmetalframesshallfollow same generalcriteriaasindicated fornon-rated units.b. Provide rated unitsin compliance withASTME152.c. Rated unitsshallbearUL labelcertificate indicated onDrawings.

E. Finishes1. ShopPriming:

a. Doorsand framesshallbe chemicallytreated to ensure maximumpaint adhesionand coated,onexposed surfaces,witha rust-inhibitive primersuitable asa base forfinishpaints.

b. Applyprimerof evenconsistencyto provide auniformfinished surface.Allowto fullycure before shipment.F. Frame Tolerances:

1. Squareness:+/-1/16" (1.5 mm)a. Measured onaline 90 degreesfromone jamb,at uppercorner offrame at otherjamb.

2. Alignment:+/-1/16" (1.5 mm)a. Measured onjambsona horizontalline parallelto plane ofwall.

3. Twist:+/-1/16" (1.5 mm)a. Measured at face cornersofjambson parallellinesperpendicularto plane ofwall.

4. Plumbness:+/-1/16" (1.5 mm)a.) Measured onjambsat floor.

G. DoorClearancesSubject to +/-1/32" (.08 mm)tolerance:1. Head and Jambs:1/8" (3 mm)2. Undercut doorssufficientlyto allowclearance above finishfloorsand where indicated onDrawingsto allowfor adequate airtransfer.

a. Where scheduled floorfinishmaterialis lessthan 1/2" (12 mm)thick,allow not more than5/8" (16 mm)above topof substrate towhichit isapplied.

b. Where scheduled floorfinish materialismore than1/2" (21 mm)thick, allownot more than1/4" (6mm)above finishmaterial.c. Where athreshold isused,allow not more than1/4" (6mm)above threshold.

H. Adjustments1. Prime Coat Touch-up:

a. Sand smoothallrusted or damaged areasofprime coat and touch-upwith compatible air-drying primerb. Touch-upareasshallnot be obvious.

2. FinalAdjustments:a. Check and re-adjust operating finishhardware just priorto final inspectionand afterpainting hingesif hingesare indicated to be

painted.b. Remove and replace defective work.

08120 ALUMINUMDOOR FRAMESA. Submittals

1. ShopDrawings:a. Submit shopdrawingsthat showelevationsofframes, constructiondetails,and methodsofassembling sections,hardware

locations,and installationmethods,dimensions,and shapesof materials,anchorage and fastening methods,wallopeningconstructiondetails,and finish requirements.

b. Indicate locationof eachunit inProject.c. Shopdrawingssubmittalshall be coordinated withshop drawingssubmissionofrelated portionsof Work,suchas:

i.) Wood Doorsii.) Hardware

B. Extruded AluminumFrames1.

Finish:Clearanodized2. Products:

a. Ragland Manufacturing Company,Inc.- RACOClassicFreestanding Seriesb. AvalonDualLock PartitionSystem,Inc.- Eagle

C. Tolerances:1. Squareness:+/-1/16" (1.5 mm)

a. Measured onaline 90 degreesfromone jamb,at uppercorner offrame at otherjamb.2. Alignment:+/-1/16" (1.5 mm)

a. Measured onjambsona horizontalline parallelto plane ofwall.3. Twist:+/-1/16" (1.5 mm)

a. Measured at face cornersofjambson parallellinesperpendicularto plane ofwall.4. Plumbness:+/-1/16" (1.5 mm)

a.) Measured onjambsat floor.D. Adjustments

1. Check and re-adjust operating finishhardware just priorto final inspection.


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1010w

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inavenue,

nw

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was

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20007

T

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.466

.6116

F

202

.466

.6235

E

[email protected]

om

coregroup,pc2006

PERMITSET






06015

.00

6/15/06

A0.1Specifications

FileName:"PROJECTS:06004DCLib-4200Wisconsin:06004DCPLdwgs:3sheetlayouts(.lbks):06004ModularCD.lbk:06004ModularCD.lbk"



1801GoodHopeRoadSE

Washington,DC,20020

DCP


SPECIFICATION NOTES

DIVISION 1 GENERAL REQUIREMENTS

01010SUMMARYOF WORK

A. Unless otherwise noted,"The Owner" refersto the persons, organizationand/or business entering into anagreement withtheContractorto execute the Work indicated inthe Contract Documents. "The Landlord" refersto the person,organization and/orbusinessthat ownsorisresponsible formanaging the propertyonwhichthe Work isto be executed. The Contractor'sresponsibilitiesto eachparty are described inthe specificationsand documentsbelow.

B. The "Work" includes Ownerimprovements to ane xisting tenant space and includesnewp artitions,finishes and modificationstoHVAC,plumbing, electrical,and fire protectionsys tems.

C. Owner-supplied itemsinclud e:

1. Furniture2. Appliances3. Equipment4. Dataand telephone cabling and equipment5. Securitysystem and equipment6. Computercabling and equipment

D. Permitsand Inspections

1. The Contractorisresponsible forobtaining allnec essarypermits required to performthe Work.

2. The Contractorisresponsible forinspectionsrequired forthe jurisdictionin whichthe Work isperformed. Verifywithlocalregulatoryagency exact number,type and schedule ofinspections required forthe Work priorto commencing withthe Work.

3. The Contractorshall provide the Ownerwith documentationan d scheduling necessary forOccupan cyPermit.

4. The Building Permit willbe obtained byan agent ofthe Owner.

E. Contract Documents

1. The AIAGeneral Conditionsof the Contract forConstruction AIADocument A201,1997 edition,published bythe American

Institute ofArchitects, hereinafterreferred to asGeneral Conditions,is herebymade part ofthe Contract Documents,the sameasifbound herein.

2. The Contract Documentsconsist ofthe following:

a. Owner-ContractorAgreement ("The Contract")b. GeneralConditionsc. Drawingsas dated inagreement ("The Drawings")d. Addendae. Modifications

3. The Contract Documents are instrumentsofservice and shallremain the propertyof the Architect whetherthe project forwhichtheyare prepared isexecuted ornot. The Contract Documentsa re not to be used bythe Owner,Landlord orTenant forotherprojectsorextensionsto the project nor are theyto be modified inany mannerwhatsoeverexcept byagreement inwrit ing andwithappropriate compensation to the Architect.

01025 MEASUREMENTAND PAYMENT

A. Priorto commencing with the Work,the Contractorsh allsubmit to the Architect the following information:

1. ASchedule of Valuesindicating the componentsof Work listed insufficient detailto the satisfactionof the Architect and theOwnerto serve as abasisforcomputing valuesforApplicationsforPaymentsduring construction.

2. Aconstructionschedule forthe Work inbar chart form.Thisschedule willbe used as the basisforevaluating progressoftheWork and Applicationsfor Payments.

B. The above schedule willbe used asthe basis forevaluating progress ofthe Work and Applicationsfor Payments.

C. Applicationsfor Payment shalluse AIADocument G702.Applications are to be notarized and bearthe signature ofan authorizedofficer.

D. Onlyap proved Change Ordersare to be indicated onApplications forPayment.

01030 ALTERNATES AND UNITPRICES

A. The Contractorshallprov ide pricing forall alternatesindicated inthe bid form.

B. The Ownerreserves the right to reduce orincrease the totalScope ofWork by accepting anyof the Alternatesoradded /deleted UnitPrice items.

01035 SUBSTITUTIONS

A. The Contractor'sbid shallbe based onproviding allspecified items.Subs titutionsshall be considered onlyunde rthe followingcircumstances:

1. The specified itemisaccompanied bythe words"equalto".Referencesto makes,brands,models,etc., isto establishtype andqualitydesired.

2. The itemisshownto have a prohibit ivelylong lead time.

3. Anitemofequalappearance and equalor greaterqualityto the specified itemcanbe provided at substantialsavingsto theOwner.

B. Substitutionssha llbe considered bythe Architect foracceptance underthe following procedure.

1. The Contractorshallmake allrequestsforsubstitutionswithinseven(7)daysof contract award.

2. The Architect requiresseven(7)days forreviewofthe Contractor'srequest forsubstitution.

3. The Contractor'srequ est forsubstitution shallinclude product informationand samplesas deemed necessaryby the Architect ofboththe specified itemand proposed substitution. Characteristicsof bothproducts shallbe clearlyidentified forthe Architect'sevaluation.

01040 COORDINATION

A. Coordinationwith Base Building and otherBuilding Tenants:

1. Exercise extreme care and precaution during construction of the Work. Schedule Work to minimize disturbances toadjacent spaces and/or structures and their occupants, property, public thoroughfares, etc.

The Contractorshalltake precautionsand be responsible forthe safetyofbuilding occupantsfromconstructionprocedures. TheContractorshall be responsible forany overtime costs incurred thereby.

2. The Contractorshall be required to meet allLandlord requirements forconstruction.

3. The Contractorshall coordinate withLandlord allWork required bythe Tenant that occursoutside the Tenant space and isonorwithinthe base building. The contractorisresponsible forthe installationand integrityofall penetrationsrequired to the existingroofand formeeting allLandlord requirements.

4. The Contractorshallreview the base building Contract Documents and shallcomply withbase building requirementsand designcriteria.

5. Priorto drilling slabpenetrations,the Contractors halldo the following:a. Clearlyidentifylocationof slabpenetrationsforArchitect'sreview.b. Coordinate withexisting conditionsbelow slabto insure no conflicts withexisting ductwork,sprinkler piping,ceiling

conditions,etc.b. X-rayproposed slabpenetrationlocationsto identifystructuralconflictsasrequired byLandlord.

B. Coordinationwith Owner-Supplied items:

1. Make necessaryprovisionsforitemsto be furnished orinstalled by Ownerasindicated onthe drawings. Suchprovisions

include,but are not limited to,plumbing & electricalrequirements.

2. Provide protectionfor Owner-supplied itemsuntil completionof the project.

3. The Contractoristo include the installationcost ofOwner-supplied itemsunless otherwise noted.

4. Anyambiguity orneed for clarificationregarding scope ofWork related to Owner-supplied itemsis to be reviewed withtheArchitect priorto commencing withthe Work.

5. Telephone and datawork shallbe coordinated bythe Contractorwith Owner'srepresen tative.

6. Securitysystem work shallbe coordinated bythe ContractorwithOwner's representative.

C. Cut and fit componentsforalterationofexisting work and installationof newwork. Patchdisturbed areasto matchadjacentmaterialsand finishes.

D. Priorto construction,the Contractorshallverifythat no conflictsexist inlocationsofanymechanical,telephone,electr ical,plumbingand sprinklerequipment (to include piping,duct work, structuralmembers and conduit)and that required clearances forinstallationand maintenance ofabove equipment are provided.Elemen tsin conflict shallbe determined and reviewed withArchitect forresolutionprior to construction.

E. Contractorshallorderand schedule deliveryofmaterialsinample time to avoid delaysin construction. Ifanitemis found to beunavailable orhave along lead time,the ContractorshallnotifyArchitect withinseven(7)days ofcontract award.

01060 REGULATORYREQUIREMENTS

A. The Work shallcomplywithapplicable codes,amendments,rules,regulations,ordinances,laws,orders,approvals,etc.,that arerequired bypublicauthorit ies.In the event ofconflict,the most str ingent requirementsshallgovern.Requirementsinclude,but arenot necessarilylimited to,the currentlyapplicable editionsor publicationsof the following:

1. InternationalBuilding Code 20002. DC ConstructionCode Supplement of20033. InternationalMechanical Code 20004. InternationalPlumbing Code 20005. InternationalFire Code 20006. NFPANational ElectricalCode 1996

B. Installbuilding standard fire extinguishersand cabinets where required byapplicable codesas directed bythe Architect (Provide andinstallany additionalco de-required fire extinguishers and cabinetswhere directed bycod e officialsa nd/orthe Architect).

01300 SUBMITTALS

A. Withinseven (7)days ofthe contract award,the Contractorshall submit to the Architect asc hedule ofall submittalsidentifyingestimated date ofsubmission. Submittalsshall include but are not limited to:

1. Finishes2. Carpet seaming diagram3. Doors,frames, and hardware4. Glass5. Metals6. Millwork7. Equipment8. Appliances9. Mechanical equipment,diffusers, grilles,devices, etc.10. Electricalequipment, light fixtures,controls, devices,e tc.11. Plumbing equipment,fixtures, devices, etc.12. Sprinklerplan

B. Preparationofsubmittalsshallbe asfollows:

1. Submit one (1)reproducible copyand two (2)printsofeachshop drawing.

2. Forcatalog cuts,brochures, and otherstandard printed orpublished product data,submit numberof copiesne eded byContractor,plus two (2)copies to be retained byArchitect.

3. The Contractorshallsubmit a minimumofthree (3) samplesoffinishes.The Architect shallretaintwo (2)samplesoffinishesforrecord and returna minimumof one sample to Contractor.

C. The Contractorshall provide manufacturer'sspec ifications,installation instructions,shop drawingsand samples forreview andapprovalp riorto ordering orproceeding withthe Work.No constructionshall proceed untilsubmittalsare approved.

D. Contractorshall allowfive (10)working daysfor the Architect and Consultantsto the Architect to reviewsubmittals. Allsubmittals notreviewed directlyby the Architect,but ratherConsultants to the Architect,shall be submitted simultaneouslyto both the Architect andthe Consultant and shallbe noted assuch. The Contractorshall not proceed withwork untilbo thArchitect and Consultant haveapproved the submittal.No extension ofthe contract time willbe granted because offailure to provide submittalsfor the Architect'srevieworcoordinationina timelyfashion.

E. The Architect reserves the right to reject anyand allitems installed without priorreview and approvalby the Architect.

F. Referto specified itemsfor specific submittalrequirements.

01400 QUALITYCONTROL

A. Dimensionsa nd Tolerances:

1. Do not scale drawings;dimensionsgovern.Verifydimensionswithfield conditions. Ifdiscrepanciesare discovered betweenfield conditionsand drawingsorb etweendrawings, contact the Architect forresolution before proceeding.

2. Horizontaldimensions indicated are to/fromfinished face ofconstruction, except asnoted.

3. Verticaldimensionsare fromtop offloorslab,except where noted to be fromabove finished floor (AFF),as measured fromthehighpoint ofthe slab.Contractorto notifythe Architect whendeviationisgreaterthanallowed innote 4 below.

4. FloorTolerance:The Contractoristo immediatelyverifyslope and report anydeviationovera 1/4 inchslope in10 feet to theArchitect priorto commencing Work. The Contractorshallbe responsible forleveling allareas to achieve aslope deviation oflessthan1/4 inchslope in 10 feet. The Contractorshallensure anabsolute levelfloorunderallswinging and sliding doors.

5. Dimensions are not adjustable without approvalof the Architect unlessno ted ().

6. Dimensionsindicated to be "clear' or"clr" shallbe maintained.Anydiscrepanciesor variationsinthese dimensionsshallbereviewed withthe Architect before beginning construction.

7. Any dimensionnoted "Verify" or"VIF" must be reviewed withthe Architect before beginning construction.

8. The Contractorshall continuously check Architecturaland structuralclearances foraccessibility ofequipment and mechanicaland electricalsystems. No allowance ofany kind willbe made forthe Contractor'sfailure to foresee meansof installingequipment into positioninside structures.

B. ObservationofWork:

1. The Architect,acting asthe Owner'sdesignated agent fordesign ofthis project,will exercise sole authorityfor determiningconformance of materials,equipment and systemswiththe intent ofthe design.Reviewand acceptance of itemsproposed byContractorforincorporationinto the Work willbe bythe Architect.Thisfunctionofthe Architect willapplybothto Contract asinitiallysigned, and to the changes to Contract bymod ificationduring progressof Work.

2. Ifat anytime before commencement ofWork, orduring progressthereof, the Contractor'smethods, equipment orappliances areinefficient orinappropriate forsecuring qualityofWork, orrate ofprogress intended byContract Documents,the Ownermayorderthe Contractorto improve theirqualityorincrease theirefficiency. Thiswillnot relieve the Contractorofhissuretiesfromtheirobligations to secure qualityof Work and rate ofprogress specified incontract.

C. Reference to Standards:

1. Materialsand workmanshipspecified byreference to numbersymbol,to t it le ofa specificationsuchascommercialstandards,federalspecification,trade associationstandard,orothersimilarstandard,shallcomplywithrequirementsinlatest edit ionorrevisionthereofand withanyamendment orsupplement thereto ineffect ondate oforiginofthisproject'sContract Documents.Suchstandard,except as modified herein,shallhave fullforce and effectsas thoughprinted in Contract Documents.

2. The Contractorshall waive "CommonPractice" and "CommonUsage" asconstruction criteriawherever detailsand ContractDocumentsorgoverning codes,ordinances,etc.,require greaterquantityorbetterqualitythancommonpractice orcommonusage would require.

D. Existing Conditions:

1. The Contractorshallbe responsible forchec king Contract Documents,field conditions,and dimensionsforaccu racyandconfirming that Work isbuildable asshown before proceeding withconstruction. Clarificationregarding anyconflicts shallbereceived priorto related Work being started.A complete site survey isrequired by G.C.location allexisting utilitiesand servicesaswellas topographicinformatiionpriorto starting work.

2. The Contractorshallnotifythe Ownerinwrit ing ofanydeficienciesinbase building constructionpriorto the commencement ofthisWork.Anyunreported deficiencieswillbecome the responsibil ityofthe Contractorto correct.

E. Inthe event ofconflict betweenthe Drawingsand the Specifications,the Specificationsshallgovern. Detaildrawingstakeprecedence overdrawingsoflargerscope. Should the Contractorat anytime discoveranerrorina drawing or specification,oradiscrepancyorvariationbetweendrawings,oradiscrepancyorvariationbetweendimensionsand measurementsat site,orlackofdimensions orother information,the Contractorshallnot proceed withthe Work affected untilclarification hasbee nmade.

F. The Contractorshall coordinate and reviewthe layout and exact locationof the itemslisted belowin the field priorto construction.Anyc onflictsthat arise shallbe brought to the Architectsattention inwriting forresolution priorto proceeding withconstruction:1. Partitions2. Doors3. Core drilllocations4. Electrical/telephone outlets5. Thermostats6. Light switches7. Light fixtures

8.Changes inceiling plane,and otherceiling features9. VAVboxes, supplementalAC unitsand othermechanica l,electrical, orplumbing itemsrequiring ceiling access oraffectingceiling height

G. The Contractorshall followmanufacturer's recommended specification & installationprocedures. Ifthese are contraryto theContract Documents,the Contractorshall notifythe Architect,inwriting, immediately,to resolve discrepancies priorto proceeding.

H. Onlynewitemsofrecent manufacture,of the highest quality,free fromdefects,willbe permitted on the Work. Rejected itemsshallbe removed immediatelyfromthe Work and replaced withitems ofthe quality specified. Failure to remove rejected materialsandequipment shallnot relieve the Contractorfromthe responsibilityforqualityand characterofitemsused norfromanyotherobligationimposed bythe Contract.

I. The finished Work shallbe firm,wellanchored,intrue alignment,plumb,level,withsmooth,clean,uniformappearance withoutwaves,distortions,holes,marks,cracks,stains,ordiscoloration.Jointingsshallbe close fitt ing,neat and wellscribed. The finishwork shallhave no exposed unsightlyanchors orfasteners and shallnot present hazardous,unsafe corners. Work shallhave theprovisionfor expansion, contraction,and shrinkage asnecess aryto prevent cracks,buckling and warping due to temperature andhumidityconditions.

J. Attachments,conne ctions,or fasteningsof any nature are to be properlyand permanentlysec ured incon formance withbest practiceand the Contractorisresponsible forimproving themaccordingly.The drawingsshowonly specialconditionsto assist theContractor. They do not illustrate everysuc hdetail.

K. No Work defective inconstructionor qualityor deficient inanyrequirementsof drawingsand specificationswillbe acceptable inconsequence ofthe Owner'sor Architect'sfailure to discover orto point out defectsor deficiencies during construction;nor willpresenceofinspectors onWork relieve the Contractorfrom responsibilityfor securing qualityand progressof Work asrequ ired bythe Contract.Defective Work revealed withinrequired time guarantees,as specified inthe Contract,shall be replaced byWork conforming withthe

intent ofthe Contract. No payment whetherpartialor final,shallbe construed asan acceptance ofdefective Work orimpropermaterials

01500CONSTRUCTION FACILITIES AND TEMPORARY CONTROLS

A. The Contractorisresponsible forand shallprovide protectionfor anyexisting finishesincluding elevators,lobbies,stairs,and corridorsofthebase building.

B. The Contractorshallprotect existing base building windowcoverings.

C. The Contractorshallpatchand repairfireproofing damaged orremoved during performance ofthe Work. Fireproofnewpenetrationsrequired bythe Work.

D. Debrisshallbe removed fromthe site ona dailybasis. Uponcompletionof the Work,remove debrisfromthe site created bythe Workprovided underthe Contract and leave areasclean.

E. The Contractorshallbe required to maintaina jobsite telephone and faxmachine.

01700CONTRACTCLOSEOUT

A. Whenthe Contractorconsidersthat the Work issubstantiallycomplete,the Contractorshall prepare and submit to the Architect alist of itemsto be completed orcorrected. The Architect shallvisit the site to determine the statusof completionand amend the Contractor'slist asrequired.Upon the Contractorsstated completionof the itemslisted to be completed orcorrected,and priorto final payment,the Architectshallperforma finalinspectionof allitemslisted. Failure to complete listed items,as determined bythe Architect,shallrequire additionalsitevisitsas needed bythe Architect to determine finalcompletion. The cost ofanyadditionalsite visitsshall be billed hourlybased ontheArchitectspublished hourlyratesand shallbe deducted fromthe Contractor'sfinalpayment.

B. The following itemsshallbe submitted to the Ownerby the Contractorbefore requesting finalpayment:

1. Complete release orwaiverof liens documentationshallbe notarized and signed.

2. Certificatesofinspectionapprovalsfor required occupancypermit and similarapprovalsor certificationsbygoverning authorities,assuring the Owner'sfullaccessand use ofcompleted Work.

3. Anotebook containing warranties,bonds, guarantees,affidavitsand certificatesrequired bythe Contract Documents. Include anyoperating and cleaning instructionsforappliances,materials,finishes, systemsand equipment installed aspart ofthe Work.

C.FinalCleaning: Remove protective coatings,coverings,any tags,labelsor othermarkingsfrommaterialsfixtures and equipment.Cleanwall,floorand ceiling surfacesincluding trim,outlet and switchplates,windows,windowsills, and windowtreatments.Cleanplumbingfixturesto asanitarycondition.

DIVISION 2 SITEWORK

02070SELECTIVE DEMOLITION

A. Extent ofdemolitionisindicated inthe Drawings.

B. Protect finishesindicated to remain during demolition.

C. Following demolition,base building partitionsshould be cleaned and prepared forproposed tenant constructionperreview ofArchitect andthe Contractor. Surfacesindicated asexisting to remainshallbe restored to like-newcondition.Surfacesindicated as existing to remainandto receive newfinishesshall be properlyprepared to receive indicated finishes.

D. Priorto demolition,the Contractorshallschedule ameeting withthe Ownerand the Architect to reviewallitemsto be salvaged. Salvageditemsmaynot necessarilybe indicated forreuse.Salvaged itemsmayinclude:

Millwork Doors,frames,and hardware. Lay-inceiling panelsand ceiling grid. Allglassentrance systemcomponents. HVAC diffusers,grilles,equipment and controls Electricalequipment,lighting fixturesand controls

E. Extent ofitemsto be reused isindicated inthe Contract Documents.Dispose of remaining itemsdetermined not to be salvaged inasafe,clean,mannerand in accordance withlocal,state and federalregulations.

F. Make safe abandoned electricalconduits.

G. Terminate abandoned plumbing at entryto tenant space.

H. G.C.to prepare site grading and improvementsrequired forbuilding foundation,utilities,stairsand ramps to meet finishgrade.

DIVISION 3 CONCRETE

FOUNDATIONS AND FOOTINGS

A.G.C. to provide structural design drawings of foundation and footings with soils report documents soil type bearing capacity and watertable elevation.

DIVISION 5 METALS

05500METALFABRI CATIONS

A. Submittals:Minimumofthree (3)3 1/2" x 12" samplesof metalsindicated inthe finishschedule.

B. Allcold rolled steelshallmatch Architectssample and be prepared inthe following manner(thismetalis highlyreactive andmust be carefullycleaned and sealed.Allwork isto be performed while wearing rubberglovesor white cottonglovesto keepoilsfromhands awayfrommetal):

1. Prepare surface withalight brushing to remove loose surface scale (leave most ofscale on metal).

2. Cleancarefullywithan automotive metalconditioner(a degreasing agent). Acleanrag must be used and changedfrequentlyto avoid accumulationofoil and grease onrag.

3. Sealthe metalwithone mmthickof anmatte finishautomotive clearcoat acryliclacquerenamel.

4. Allmaterialsused must be approved byArchitect priorto construction.

DIVISION 6 - WOODSAND PLASTICS

06200FINISH CARPENTRY

A. Submittals:

1. Submit shopdrawingsand hardware catalog cutsof allmillwork hardware forreviewbythe Architect inaccordance withtherequirementsof the Contract Documents.Shop drawingsshallshow the designand dimensions,and clearlyindicate inlarge scale theconstructionofthe variouscomponents,reinforcements,and allotherpertinent dataand informationasrequired forconstruction.Anyvariationfromthe drawingsmust be clearlynoted as avariationfrom the requirements. Fabricationofmillworkshallnot proceed untilshopdrawingshave been reviewed bythe Architect.

2. The contractorshall submit aminimumofthree (3)12" x 12" samplesofall millwork finishes(including stone and metal)forapproval.The Architect shallretaintwo (2)samplesoffinishes forrecord and returna minimumofone sample to Contractor.In circumstancesasappropriate,size ofsamplesmay be reduced ifrequested inwriting byContractorand approved byArchitect priorto submission.Finishing ofmillworkshallnot proceed untilsampleshave been reviewed.

3. The Contractorshallprovide the Architect withanticipated deliverydate for allmillwork. The Contractorshallcontinue to monitorinwriting the anticipated deliverydatesuntilall finishmaterialshave been received.

B. VerificationofExisting Conditions:

1. Before proceeding withthe millwork,the Contractoris to obtainfield measurements,verifydimensions,and provide shopdrawings anddetailsto ensure anaccurate fit. Anyvariance found inthe field must be brought to the attentionofthe Architect priorto fabrication.It isthe responsibilityof the Contractorto coordinate withthe millworksubcontractoranyrevisions orclarificationsissued bythe Architect.

2. The Contractorshallprovide field layout ofall workand report anydiscrepanciesto the Architect.

C. Executionofthe Work:

1. The method ofmanufacturing,fabricating and installing millworkand equipment and itsstructuralcomponentsdefined in the Contract

Documentsisrepresentative and indicatesdesignintent only. Ifthe materials,detailsordimensionalpropertiesare at variance withtheContractor'sormanufacturer'srecommendations,alternate detailswillbe considered forreviewwhen shopdrawingsare submitted inaccordance withthe Contract Documents. It shallbe the responsibilityof the Contractorto guarantee that the millworkand equipmentwillhave propersupport, stability,and fault-free performance.All workshallconform to ArchitecturalWoodwork Institute (AWI)standardsforpremiumconstruction.

2. It isthe intent ofthe Architect that the hardware represent the highest qualityand lasting durabilityforits specificfunction. If,in theopinionofthe Contractor,the hardware indicated onthe drawingsdoes not represent the above-stated intent,the Contractorshallnotifythe Architect inwriting withstated reasonsand proposed substitutions.

3. Millwork indicated to have transparent finishesshall be constructed according to AWIstandardsforpremiumgrade construction.


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4. Metalrunnersshallcorrespond insize and gauge to metalstuds. Metalrunnersshallbe continuousand attachment shallbe at 24" oncenterunlessnoted otherwise.

5. Metalfurring shallbe spaced at 24" oncenterunless noted otherwise.C. Fire Rated GypsumBoard Partitions

1. Fire rated partitionsshallconformto ULdesign numberindicated. Referto ULFire Resistance Directory- Volume I(latest edition)foradditionalinformation.

2. AllMechanical,Electrical,and Plumbing penetrationsinfire rated partitionsshallbe sealed at their perimeterwithapproved fire ratedsealer.

D. Sound Rated Partitions1. Sound rated partitionsshallconform to ASTME497,Standard Practice for Installing Sound-Isolating Lightweight Partitions.2. AllMechanical,Electrical,and Plumbing penetrationsinsound rated partitionsshallbe sealed at their perimeterwithapproved

acousticalsealer.

E. GypsumBoard FinishNotes1. Gypsumboard shallbe installed and finished to within1/4" of floorslab.2. AllGypsumboard paneljoints,joints to existing construction,edge trim,cornerbeads,and pre-formed revealsshall be tapped,bedded

injoint compound,and sanded smoothwithno visible joints. Provide properbacking forallrevealsas recommended bymanufacturer.

3. Outside cornersof gypsumboard shallhave metalcornerbeads (screwed type),unless noted otherwise.4. Metaledge trimshallmatch USG #200Bseriesand shallbe insizes corresponding to gypsumboard thickness.5. Alignment ofdoorheadsand other criticalhorizontalelementsshallbe maintained at aconstant levelrelative to the ceiling plane,and

shallnot followvariationsin floorplane.

6. Partitiontypesabove doorare to be same asthe adjacent partitionsunlessnoted otherwise.7. Alignface ofpartitionswithface of adjacent columnunless noted otherwise.8. Provide additionalstudsas required to achieve outlet groupings.Coordinate withengineering drawings.

F. Blocking1. Wood blocking shallbe fire retardant treated (FRT). Installwood blocking asrequired inpartitionsat wall hung shelving,cabinets,

artwork,toilet partitionsand accessories,etc.Verifyblocking requirementswithmillwork subcontractorand reviewwith the Architect foracceptance priorto installation.

09300 TILEA. Submittals

1. Tile samplesindicating allsizes,shapes,and colors.2. Grout color

B. Installationmethod1. Floorsurfaces: Tile CouncilofAmericainstallation# F113-96,dry-set mortaror latex-Portland cement mortar.2. Verticalsurfaces:Tile CouncilofAmericainstallation# W242-96,thinset organicadhesive.

C. Prepare the existing base building slabpriorto installationoftile. Allsurfacesshall be sealed,sized orproperlyprepared permanufacturer'sspecificationsand recommendations. The Contractorshallflashpatch alluneven floorslabsurfaces inorderto provide aflat, smoothandcontinuousfloorsurface.

D. Installwhite marble threshold at doorsthat define transitionsbetween ceramictile and otherfloorfinishes. Threshold shallbe shaped tomeet ADArequirements.

09510 ACOUSTICALCEILINGSA. Submittals

1. Submit aminimumofthree samplesof the following:a. Acousticalceiling panels:6" x 6" minimumb. Suspensionsystemcomponents: 12" inlength

B. QualityAssurance1. To the greatest extent possible,materials,including exposed wallmoldings,suspensionssystems,and accessories, shallbe productsof

asingle manufactureroritemsstandard withmanufacturerofacousticalceiling panelunits.

C. Materials1. Suspensionsystem: ASTMC635

a. Grid Components:i.) Exposed Tee:Die cut and interlockingii.) WallMoldings: Hemmed angleiii.) Face dimension: 15/16"iv.) Finish: Baked polyesterpaintv.) Color:

1.) White at locationswithacousticalceiling panels2.) Blackat locationswithopen grid

b. Acceptable Products:i.) Armstrong -Prelude XLExposed Tee Systemii.) USG Interiors-DX Grid System

2. AcousticalCeiling Panels: ASTME1264a. Size: 24" x24"b. Thickness: 3/4c. Edge: Beveled tegularlay-ind. Color:Whitee. Acceptable Products:

i.) Armstrong -Angled TegularCirrusii.) USG Interiors- Eclipse Tapered

D. Installation1. Grid System:

a. Installgrid systemincompliance withASTMC636,manufacturer'sinstructions,and assupplemented inthis section.b. Installgrid systemina true,evenplane and instraight coursesasindicated onDrawingsand accepted shopdrawings.c. Coordinate and fit ceiling componentsto grilles,lighting fixtures,and other related items.In determining locationand spacing of

hangersand primaryrunners,take into considerationweight ofgrilles,light fixtures, etc.,that are to be installed inconjunctionwithacousticalceilings.

d. Provide stabilizerbars, clips,splices,and edge moldingsneeded fora complete installation.e. Hang grid systemindependent ofwalls,columns,ducts,pipes and conduit.Where carrying membersare spliced,avoid visible

displacement offace plane of adjacent members.f. Where ductsor otherequipment prevent regularspacing ofhangers, reinforce nearest affected hangersand related carrying

channelsto spanextradistance.g. Do not support componentsonmain runnersorcross runnersifweight causestotal dead load to exceed maximumdeflection

limitations.Support fixture loadsby supplementaryhangers located within6" (150 mm)of eachcorner;or support componentsindependently.

h. Do not eccentricallyload system,or produce rotationof runners.2. Moldingsand Trim

a. Installwallmoldingsat intersectionof suspended ceiling and verticalsurfaces,using longest practicallengths. Provide moldingsatjunctionswithotherinterruptionsand asneeded to coveredgesof acousticalceiling panels.

b. Attachmoldingsand trimswithscrews spaced not more than16" (400 mm)oncenter and within3" (75 mm)ofends ofeach piecebeing installed.

c. Moldingsand trimshallbe levelwithsuspensionsystem and withintolerancesspecified forsuspensionsystem.d. Mitercornersand alignbutt jointswhere wallmoldings intersect to formtight,hairline joints.e. Face riveting ofmoldingsand trimshall not be acceptable.

3. Tolerancesa. Deflectionofgrid componentsshallnot exceed 1/360 ofspan.b. VariationfromFlat and LevelSurface:1/8" (3 mm) in10 feet (3000 mm)maximum.c. VariationfromPlumbof Grid Members:2 degreesmaximum;caused byeccentricloads.

E. Adjusting and Cleaning1.

Followgrid systemmanufacturer'srecommendationsformethodsand materialsto clean and touch-upexposed components.

2. Replace componentswhichare discolored ordamaged inanyway,in amanner whichresultsin grid systemshowing no evidence ofreplacement work.

09650 RESILIENTFLOORINGA. Submittals:

1. Vinylcompositiontile sample.2. Black resilient transition/reducerstrip(provided at changesin flooring).3. Vinylcove and straight base.

B. Prepare the existing,base building slabprior to installationof the scheduled flooring.All surfacesshallbe sealed,sized or properlypreparedpermanufacturer'sspecificationsand recommendations. The Contractorshallflash patchalluneven floorslab surfacesinorder to provide aflat,smoothand continuousfloorsurface.

C. VCTshallbe laid instraight grid (not basket weave)direction.Refer to drawingsforcolorpatternsand direction.D. 2 1/2" cove base shallbe used at allVCTlocations. 2 1/2" straight base shallbe used at carpet locationsunlessnoted otherwise. The

Contractorshalluse inside and outside cornersand end stopsfor allareasspecified. Use rollgoodsonly. No seamshalloccurwithin 6" ofanoutside corner.

E. Installblack resilient transition/reducerstripbetweenVCTand other floorfinishes.09680 CARPETA. Submittals

1. ShopDrawings:a. Clearlyindicate locationsof seams,methodsof joining seams,directionof carpet,type ofadhesive to be used,method of

integrating resilient trimwithcarpet,and installationprocedures.

2. Samples:a Submit aminimumofthree samplesof eachcarpet to be used,sufficientlysized to clearlyindicate construction,but not lessthan

12" x 12".b. Submit samples,12" long,ofmoldingsand trims.

B. Project Conditions1. Field measurements:

a. Verifydimensionsinfield that mayaffect installation. Installershallbe responsible foraccuracyof measurementsof totalyardage,individualflooryardage requirements,dye lot yardage placement,extrayardage forpatternmatching,and roll lengthrequirements.

2. Surface Preparation:a. Cleanfloorsof dust,dirt,solvents,oil, grease,paint,plaster,and othersubstanceswhichcould be detrimentalto proper

performance ofadhesive and carpet. Allowfloorsto thoroughlydry.b. Remove sub-floorridgesand bumps. Filllowspots, cracks,joints,holes,and otherdefects,using subfloorfillercompatible with

carpet and adhesives.c. Use anapproved cementitiousfillerto patchcracks, smallholes,and for leveling.Do not use gypsum-based leveling and patching

materials.

C. Installation1. GeneralRequirements:

a. Check matching ofcarpet before installing and ensure there is no visible variationbetweendye lots.b. Do not place heavyobjects suchas furniture oncarpeted surfacesfora minimumof24 hoursor untiladhesive hasset.c. Entire carpet installationis to be laid tight and flat to subfloor,wellfastened at edges,and present auniformpleasing appearance.

Ensure amonolithiccolor,patternand texture matchwithinarea.

2. Layout:a. Laycarpet onfloors withpile insame directionofanticipated traffic. Do not change runofpile inone room.b. Fit carpet neatlyand snuglyaround projectionsthroughfloorand to wallsand othervertical surfaceswithno gaps.

3. TransitionalMoldingsand Trim:a. Installresilient trimwhere carpet terminatesat otherfloorcoverings,or at carpet terminationthat doesnot abut a verticalsurface.

Use fulllengthpieces only. Butt tight to verticalsurfaces. Where splicing cannot be avoided,butt endstight and flush.

D. Protection1. Ifneeded to protect finished installationfromdirt or paint,orif additionalwork isto be done afterinstallation,cover carpet withanon-

staining building materialpaper. Plasticsheeting shallnot be used over carpet installation.

2. Protect installationfromrolling trafficby using sheetsofhardboard orplywood in affected areas.3. Trafficoveradhesive applicationsshallbe restricted foraminimumof 24 to 48 hoursto allowproper adhesive cure.4. Temperature ofcarpeted areasshallnot fallbelow 50 degreesF,regardlessof age ofinstallation.

09900 PAINTINGA. Submittals

1. Provide aminimumof three 12x 12samplesfor eachcolor and eachfinish indicated inthe finishschedule.B. Products

1. See finishschedule formanufacturers,colorsand finishes.C. Execution

1. General:a. Priorto paint application,the Contractorshallschedule areview offinal paint colorlocationswiththe Architect inthe field.b. See finishplanand interiorelevationsforspecificlocations ofpaint colorsand finishes.c. Where paintsof two different typesorcolorsabut, the seamshallbe onan inside corneronly.d. Finalcoat ofpaint shallbe rollapplied at allGWBsurfaces.

2. Preparation:a. Remove blistered,peeling and scaling paint orchalk depositsto sound substrates.b. Completelyremove sealantsorcaulking.c. Dullglossysurfaces.d. At metalsurfaces,remove rust,oil,grease and othercontaminantsharmfulto painting. Sand cleanand spot prime.e. At GWBsurfaces;repairsurface defectswithjoint compound,fill flushand sand smooth.Clean surfacesofdust, grease and dirt.f. At wood surfaces;sand smoothand remove dust. Countersink nailsand fillnailholes, cracksand openjointswith puttyorwood

filler.

3. Application(unlessnoted otherwise):a. At GWBsurfaces:One (1)primercoat: Vinylacrylicprimersealer.Two (2)finishcoats: Vinylacryliclatex; eggshellfinish@ walls,flat @ceilings.b. At interiorwood surfacesto be painted:One (1)primercoat: Alkyd enamelunderbody.Two (2)finishcoats: Vinylacryliclatex semi-glossenamel.c. At interiormetalsurfacesto be painted:One (1)primercoat: Rust-inhibiting alkyd primer.Two (2)finishcoats: Alkyd glossenamel.

4. Clean-up:a. The Contractorshallprovide one finaltouch-upof paint surfacesafterthe Ownerhas moved into the space.

DIVISION 12 - FURNISHINGS

12490 -WINDOWSHADES

SUBMITTALS

A. Product Data:1. Submit manufacturer'sliterature describing productsto be provided.

B. Samples:1. Submit minimumof3 samplesof eachshade fabric. Sample Size: 6" x 6"

MANUALCHAIN SHADESA. Acceptable Manufacturers:

1. Direct PathCorp.-Nysan Shading Systems2. MechoShade SystemsInc.

B. ManualChainOperator: Unitized premoulded construction1. Mounting Brackets: Lshaped steel

a. Size: 2 7/8" x 3"2. Drive Chain:#10 stainlesssteel

a. Strength:90 lbs.testC. Shade Tube Assembly:Extruded aluminumtube

1. Size: 1 3/8" diameter2. Finish:Anodized; clear

D. AluminumFascia: Extruded aluminum;6063-T5 alloy1. Size: 3" x 2" nominal2. Thickness:1/16"3. Finish: Matchadjacent windowframing

F. Shade Fabric:PVC coated fiberglassfabric1. Selections:Refer to Schedule ofFinishes2. Fire Performance Characteristics:NFPA701; pass

D. ManualChainOperator:1. Unitized premoulded construction,shipped completelyassembled fromfactoryrequiring only afew on-site adjustmentsto install.2. Chainoperatorassemblyshall be set fortravellength ofshade, on-site without disassemblyofhardware.3. Drive chainshallbe #10 stainlesssteel,strengthfor 41 kg (90 lb.)test; Manufactured withprecise automaticbraking system,to

eliminate breakage ofchainunder normalusage.

4. Shade shallnot be operable bypulling hembardownward.

FABRICATION

A. GeneralRequirements:1. Shading systemcomponentsshallbe manufactured and assembled to allowforcustom installationtechniquesto suit Project conditions.2. Finished assembliesshall be,square,true to size and free fromdistortion,twist,orother defectsthat could effect theirstrength,

operationorappearance.

3. Fabricshallbe colorfast ,and retainits shape,and shallnot be affected bymoisture orheat.Cut fabricto eliminate glare andreverberationfromshining surfacesmaintaining exteriorview.Top offabricshall be retained inrecessed spline ofshade roller;bottomoffabricshall be retained inextruded hembar.

4. Fastenersshallbe non-corrosive type,suitable forintended application.B. AluminumFascia:

1. Fasciasshallbe customdesigned closuresto fit onto premoulded end mounting bracketswithout exposed fasteners.D. Shade Fabric:

1. Topoffabric shallbe retained inrecessed spline ofshade roller;bottomof fabricshallbe retained inextruded hembar,without exposedfasteners.

E. HemBar:1. Barshall be shaped steelprofile,engineered to weight requirements,insert inwelded hembarpocket and closed ends,to maintain

bottomofshade fabric straight and flat.

INSTALLATION

A. Generalrequirements:1. Make accurate measurementsofsite conditions before fabrication. Check layout ofglazing framing sections,spans,and loading

capabilities.

2. Shadesshallbe installbymanufacturers' skilled installersinstrict compliance withmanufacturers' recommendations.3. Shadesshallbe installed plumb,square,and rigidlycoupled,adequatelyanchored. Maintainuniform clearances,accurate alignment

levelsand parallelinstallationwith windowplane.

4. Installtube withshade fabricalready attached.Shade fabric shallbe pre-measured and manufactured off-site.5. Adjust shadesand operating componentsas needed to ensure smoothand trouble free operationwithout binding. Fabricshallhang flat

without buckling ordistortion. Replace unitsorcomponentswhich cannot be adjusted to hang properlyoroperate smoothly.

DIVISION 15 - MECHANICAL

A. G.C.to provide mechanicalplanshowing alldiffusersand duct layouts.Where ceiling isopenand return airduct isrequired undercut doorsinroomswith finished ceilings.Exhaust allbathroomsto exterior.

DIVISION 16 ELECTRICAL

(Note:Refer to engineering drawingsfor complete electricalspecifications.)

16050 BASIC MATERIALSA. Electricalreceptaclesshallbe DecorabyLeviton (800-323-8920). Colorshallbe black except forreceptacleson dedicated circuitswhich

shallbe grayand isolated ground receptacleswhichshall be orange.Receptacle faceplatesshall be stainlesssteel witha satinor brushedfinish.

B. Switchesshallbe Decoraby Leviton(800-323-8920).Color shallbe black.Switchfaceplatesshall be stainlesssteelwitha satinorbrushedfinish.

C. Dimmersshallbe DecorabyLeviton(800-323-8920)or visuallymatchDecora style. Dimmersshallbe compatible withlight fixturesandballasts.Colorshallbe black.Faceplates shallbe stainlesssteel witha satinorbrushed finishwhere possible -faceplatesshall matchdimmerat otherlocations.


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A0.4ProjectInfo,

DrawingIndex

FileName:"PROJECTS:06004DCLib-4200Wisconsin:06004DCPLdwg

s:3sheetlayouts(.lbks):06004ModularCD.lbk:06004ModularCD.lbk"

Layout:A0.4ProjectInfo,DrawingIndex


1801GoodHopeRoadSE

Washington,DC,20020

DCP


SYMBOL LEGEND

DRAWING INDEX

VICINITY MAPABBREVIATIONSJA N J ani tor

JST Joist

JT Joint

KIT Kitchen

LAV L ava to ry

LEV Level

LH Left Hand

LT Light

LTG L igh ti ng

MAS M as on ry

M AT L M at er ia l

MAX M ax imu m

MDO MediumDens ityOver lay

M EC H M ec ha ni ca l

M EM B M em br an e

M EZ Z M ez za ni ne

MFR Manu fac ture r( 's)

MI N M ini mu m

M IS C M is ce ll an eo us

M LD G M ol di ng

M O M as on ry O pe ni ng

MTL Metal

MTD M ou nt ed

MTG M ou nt in g

M W M ic ro wa ve O ve n

N North

N IC N ot i n C on tr ac t

NO Number

# Number

N TS N ot t o S ca le

OA Overall

O D O ut si de D ia me te r

OC On Center

OFF Office

O PN G O pe ni ng

OPP O pp os it e

P Pole

P AR T P ar ti ti on

C S C as t S ton e

C SK C ou nt er si nk

C T C er am ic Til e

CTR Center

C TR D C en te re d

C W C ol d Wat er

1X One- inchnominal th ickness

2X Two- inchnomina l th ickness

@ At

ABV Above

A C A ir C o nd it io ni ng

ACOUS Acoustical

ACT AcousticalCe i ling T i le

ADJ Ad jacent ,Ad jus tab le

A FF A bo ve F in is h F lo or

A LT A lt er na te

A LU M A lu mi nu m

A NC H A nc ho r

A NO D A no di ze d

APPROX Approximate

A SS Y A ss em bl y

AV G Av er age

BD Board (o rBead, i fapp l icable )

B TW N B et we en

B LD G B ui ld in g

B LK G B lo ck in g

BLT Bolt

BM Beam

BOT Bottom

B RG B ea ri ng

BRK Brick

B SM T B as em en t

BYD Beyond

C AB C ab ine t

CEM Cement

C ER C er am ic

C J C on tr ol J oi nt

CLO Closet

CLAD 'G C ladd ing

C LG C ei li ng

CLR Clear

CMU Concrete MasonryUn i t

COL Column

C ON C C on cr et e

CONST Const ruc tion

C ON T C on ti nu ou s

CONT'R Cont rac tor

CPR Copper

CPT Carpet

C OR R C or ri do r

DBL Double

DEMO Demol ish ,Demoli t ion

DET Detail

D F D ri nk in g F ou nt ai n

D G D ou bl e G la ze d

D IA D ia me ter

D IM D im en si on

DN Down

D S D ow ns po ut

D W D is hwa he r

D WG D ra wi ng

E East

EA Each

E J E xp an si on J oi nt

E LE C E le ct ri c( al )

E LE V E le va ti on

E ME R E me rg en cy

E P E ne rg yP an el

EQ Equal

E QU IP E qu ip me nt

ETR Ex is t ing to Remain

EWC E lec t ricWaterCoo ler

E XI ST E xi st in g

E XH E xh au st

E XP E xp an si on , Ex po se d

E XT E xt eri or

FA F ir e Al ar m

F BO F ur ni sh ed b y O wn er

F D F lo or Dra in

F DT N F ou nd at io n

FE F i re Ex tingu isherCab ine t

F F F in ish Fl oor

P ER IM P er im et er

PG

FGLAS F iberglass

FIN Finish

FIX Fixture

F LA SH F la sh in g

FLR Floor

FLUOR F luorescent

F OM F ac e o f M as on ry

FOS Face o fS t ruc tu re(o rFace o fS tud ,

where applicable)

FRT

F RM G F ra mi ng

FT Feet

F TG F oo tin g

F UR N F ur ni tu re

F UR R F ur ri ng

GA Gauge

G AL V G al va ni ze d

GB Grab Bar

G C G en er al C on tr ac to r

GFI G round Faul t In te r rup te r

GL Glass

G WB G yp su m Wa ll B o ar d

GYP Gypsum

HB Hose Bib

H C H ol low Co re

HD Head

H DB D H ar db oa rd

HDR Header

H DW R H ar dw ar e

H DW D H ar dw oo d

H OR IZ H or iz on ta l

HT Height

HTR Heater

HVAC Heating/Ventilation/Air-Conditioning

H W H ot Wa ter

I G I so la te d G ro un d

IN Inch

I NC L I nc lu de (d )

I NS UL I ns ul at io n

I NT I nte rio r

Paint Grade

PL Plate

PLAM P las t icLaminate

P LA S P la st er

P LE X P le xi gl as s

P LM B P lu mb in g

P LY WD P ly wo od

P MV T P av em en t

P OL Y P ol ye th yl en e

T BS T o B e S pe ci fie d

T EL Te le ph on e

T EM P T em pe ra tu re

THK Thick

TLT Toilet

T O_ To p of ( -- -- )

T RT D T re at ed

TYP Ty pi cal

UL Underwr i te rsLabora tor ies , Inc.

UNO Un lessNoted Otherwise

UON Un lessOtherw ise Noted

UTI L U til it y

V Volt

V B V ap or B ar ri er

VCT V iny lComposi t ionT ile

VENT Vent i la te( -or )

V IF V er if y in F ie ld

W West

W C W at er C lo se t

WD Wood

WDW Wi ndo w

WF W id e F lan ge

W H W at er H ea te r

W P W at er pr oo fin g

W S W ea th er S t ri pp in g

W/ With

W/ O W it hou t

WT Weight

WWM Welded Wire Mesh

PR Pair

PSF Pound PerSquare Foot

P SI P ou nd P er S qu ar e I nc h

P T P re ss ur e T re at ed

PTD P ai nt ed

PVC Po lyv iny lChlo ride

QT Q ua rry Ti le

QTY Q ua nt it y

R R is er (s ); Ra di us

R O R ou gh O pe ni ng

R= Radius

RAD Radius

RDG Removab le Doub le G laz ing

RECPT Receptac le

R EF R efi ge ra to r

REG R eg ist er

REINF Re in forc ing

REPL Replace(ment)

REQ;REQ'D Required

R ES IL R es il ie nt

REV R ev isi on

RM Room

S S he lf ;S he lv es

S 4S S ur fa ce F ou r Si de s

SC S ol id C or e

SCHED Schedule (d)

SDG Siding

S EC T S ec ti on

S G S in gl e G la ze d

SHT Sheet

S HT G S he at hi ng

SI M S imi lar

SM

S PE C S pe ci fic at io n

SQ Square

S .STL S tain lessS tee l

ST Street

STD S tan da rd

STL Steel

S TO R S to ra ge

S TR UC S tr uc tu re

S UB FL S ub flo or

S UR F S ur fa ce

S US P S us pe nd

T Tread(s)

T&G Tongue and Groove

Fire Retardant Treated

SmoothLumberMolding Desig.

1

12

2

A2.0

3

4

A2.1

Hardware set

1

A

A2.0

Doortype

Equipment Designation

Sheet Number

ElevationNumber

Sheet Number

Interior Elevation-Plan

ElevationNumber

Exterior BuildingElevation

Metal(See materialdesignation &schedule fortype)

Earth

Concrete

Gravel

Brick

Concrete MasonryUnit

Cut Stone

Glass

GWB(Large scale)

MediumDenistyOverlay (MDO)Board/Oriented Strand Board (OSB)

1

2

Partitiontype

2

A2.0

2

SectionNumber

Sheet Number

BuildingSection

A0.3

Office001

RoomName

RoomNumber

DetailNumber

Detail-Section

Sheet Number

Sheet Number

Detail-Plan

DetailNumber

1 W in do w De si gn at io n

1

Sheet orWork Note

CL Centerline

Alignment withEstablished Element

+32.16' Elevationabove grade BuildingSectionor Building Elevation

Elevationabove finished floorPlans

8'-6"

RevisionCloud and Marker

1

Existing to remain

Existing relocatedR

E

Carpet

Insulation(Loose orBatt)

Wood Finished

Insulation(Rigid)

Plywood

Lay-inCeiling Tile (AcouticalPanels)

Wood Blocking/Shim

Wood Blocking Continuous

RL R idg e L ine

VL Val ley Li ne

PROJECT INFORMATION

EGRESS DIAGRAM

Actual

Capacity

xx

xxEGRESS LEGEND

ARCHITECTURAL

MECHANICAL / ELECTRICAL

A0.1 SPECIFICATIONS

A0.2 SPECIFICATIONS

A0.3 SPECIFICATIONS

A0.4 PROJECT INFO, DRAWING INDEX

A0.5 DOOR TYPES / HARDWARE SCHEDULE

A0.6 PARTITION TYPES

A1.1 CONSTRUCTION PLAN

A1.2 FIXTURE / MILLWORK PLAN

A1.3 REFLECTED CEILING PLAN

A1.4 FINISH PLAN

A2.1 ELEVATIONS

A2.2 ELEVATIONS

A4.1 DETAILS

A4.2 DETAILS

A4.3 DETAILS

P100 PLUMBING DATASHEET

P200 PLUMBING FLOOR PLAN

E100 ELECTRICALDATA SHEET

E200 ELECTRICALPOWER PLAN

E300 ELECTRICALLIGHTING PLAN

ProjectName: DC PublicLibrary-1801GoodHopeRoadSE,20020

ProjectNumber: 6015

ProjectDescription:

Governing Code: InternationalBuilding Code2000

DC Construct ionCodeSupplement0f2003

InternationalMechanical Code200 0

InternationalPlumbing Code2000

Internat ionalFireCode2000NFPANational electricalCode 1996

InternationalEnergy ConservationCode 2000

Internat ionalFuelCode2000

Typeof Construction:

UseGroup: AssemblyGroup MBusinessGroupB

Building Stories: 1

ProjectStories: 1

Area: projectgrosssquarefeet : occupancy:Ground Floor Library (M): 3,828 64

Ground Floor Office (B): 200 2

Total Project Gross Area: 4,028 66

occybysf

AreaofWork:

ExitsRequired: 2 stairway .2"

e g re ss w id th r e qu ir ed : 1 3 .1 6

egresswidth iscompliantExitsProvided: 2

Sprinklered:

FireAlarm:

Accessibility: New layoutis accessiblewith handrailsand ADAcompliant fixtures

Plumbing FixtureRequirement: 1 t o i le t f o r500oc c upan ts requi red requi redWC: requ i redLav :

1/2 men = 0.07 0.04

1/2 women = 0.07 0.04total : 0 0.1

P rov i dedWC: P rov i dedLav:

Ground Floor 2 2

Serv iceSinkProv ided@ GroundFlr: 1New

Drink ingFountain@GroundFlr: 1New

New retailspace

IIIB

No

No

bathroomfixturesperf loor:

33

170

33

340

1801 Good Hope Road SE


6/21

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06015

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A0.5DoorTypes/HardwareSchedule

FileName:"PROJECTS:06004DCLib-4200Wisconsin:06004DCPLdwg

s:3sheetlayouts(.lbks):06004ModularCD.lbk:06004ModularCD.lbk"

Layout:A0.5DoorTypes/HardwareSchedule


1801GoodHopeRoadSE

Washington,DC,20020

DCP


E1Door TypeSCALE: 3/8'' = 1'-0''

E2Frame TypeSCALE: 3/8'' = 1'-0''

E3Glass Door TypeSCALE: 3/8'' = 1'-0''

DOOR

SIZE

W D H GT

MATL

FRAME

MATL

DETAIL

H EA D J AM B

F I RE R A TI N G S E T N O N OT E S

3'

3'

3'

H 1/A0.4 J1/A0.4

B

DOOR AND FRAME SCHEDULE

MARK

D01

D02

TYPE

TYPE

E2

E2

E2

metal

metal

metal

metal

metal

metal

metal

7'

7'

7'

7'

E1

E1

E1

6'E3

D03

H1 /A0.4 J1 /A0.4

H1 /A0.4 J1 /A0.4

H1 /A0.4 J1 /A0.4D04 metal/glass

C

A

EE2

SEE

SCHEDULE

SEE SCHEDULE

2" 2"

2"

SEE SCHEDULE

6"

10"

3' SEE SCHEDULE 3'

SEE

SCHEDULE

2"

2"

2"

2"

2" 6" 6" 2"6" 6"

6"

ALLEGRESS DOORS SHALLBE OPERABLE IN THE DIRECTION OF TRAVELWITHOUTTHE USE OF A KEYOR SPECIALKNOWLEDGE.

A B C HARDWARE ITEM DESCRIPTION

LATCH/LOCK

AND LEVER SET

RESTROOM

STOREROOM

OFFICELOCKSET

X

HINGES

DOOR STOP

SILENCERS

COATHOOK

CLOSER

KICK PLATE

LEVER LOCKSET X X

X X X

X X X

X X

HOLD OPEN

X X

X

X

X

SCHLAGE ALSERIES,CYLINDRICALLATCH AND LOCKSETS.OR APPROVED EQUALBYSEARGENT,OR BEST

LOCK,OR YALE.

IVES PLUNGER TYPE FS1153

PASS

AGESET

X

X

X

DOOR AND HARDWARE NOTES:

SCHLAGE SATURN LEVER 626

BOMMER #5000-5 KNUCKLE,FULLYMORTISED BUTTHINGE (QTY.3)

OR EQUALBYHAGER.

IVES #WS401CVX /WS402CVX GRAYRUBBER STOPPER

IVES SR66OR EQUIVALENT

IVES 405COMMERC IAL/PUBLIC GRADE ALUMCAST COAT/HATHOOK

IVES 405

24"HIGH METALFULLWIDTH OF DOOR

D E

HARDWARE SCHEDULE

CRASH BAR

CONTRACTOR TOCOORDINATE SECURITYREQUIREMENTS WITH OWNER.

F

X

1.G.C.toprovidefullsubmittalpackageofallDoorsandHardwarepriortoproceedingwithwork.

2.SeeArchitecturalPlansA1.1forsymbollocations.

3.AllhardwarefinishestobeUS26D UON.

4.G.C.tocoordinateandprovideallnecessarycut-outsindoorandmillworkframesforsecuritycabling,lockingdevices,and accessories. G.C.to coordinateworkbetween trades. Procuretemplate fromowners'securityvendorand coordinateas required.

5.Allegressdoorsshallbeoperableinthedirectionoftravelwithouttheuseofakey orspecialknowledge.

6.AllhardwarerequirementsindicatedinplansandspecificationsshallbecoordinatedwithOwnerforallitemspriorto placementof materialsorder.

7.Alllockestobe Sergeantmaster-keyed;confirmwithOwner.

8.Hardwarespecifiedforeachleafunlessotherwisenoted.

9.Cleanandadjustexistinghardwaretoremain.

REARENTRYSET

FRONTENTRYSET

X

XX

XX

XX

X

GLASS FOR D04TO BE G1(1"INSULATED LOW-E GLASS)


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06015

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A0.6PartitionTypes/Schedule


Layout:A0.6PartitionTypes

/Schedule


1801GoodHopeRoadSE

Washington,DC,20020

DCP


H1HM Door HeadSCALE: 3'' = 1'-0''

J1HM Door JambSCALE: 3'' = 1'-0''

001Partion TypeSCALE: 3'' = 1'-0''

002Partion TypeSCALE: 3'' = 1'-0''

3/4"

1/4"

1/2" 7/16"

2"

6"

SCHED PARTITION

HOLLOWMETALFRAME-GROUT SOLID ATRATED DOORS

ADJACENTPARTITION(WHERE OCCURS)

SCHED DOOR

UNDERSIDE OFSTRUCTURE

ACOUSTICALSEALANT

TOPTRACK

TOPOFFILLSLAB

CONTMTLRUNNER ANCHOREDTOSLAB

WALLBASE AS SCHEDULED

FINISHED FLR'G

ACCOUSTICALSEALANT

SOUND ATTENUATION BLANKET(STC-50)

1/2" GWB.,BOTH SIDES,TYP.

PLAN

BASE

HEAD

3 5/8" METALSTUD@16" O.C.

CONTMTLRUNNER ANCHOREDTOSLAB

FINISHED FLR'G

WALLBASE AS SCHEDULED

ACCOUSTICALSEALANT

UNDERSIDE OFSTRUCTURE

PLAN

HEAD

BASE

1/2" GWB.

NO.STUDSIZE G AU GE SPACING

LIMITINGHEIGHTS

PARTITIONWIDTH

FIRERATING

STCRATING REMARKS

25 16"

SOUNDBATTS

STC-503" non rated

NO.STUDSIZE G AU GE SPACING

LIMITINGHEIGHTS

PARTITIONWIDTH

FIRERATING

STCRATING REMARKS

3 5/8" 25 16" 14'-4"

SOUNDBATTS

STC-503" non rated

FACE OFEXISTING PARTITIONOR STRUCTURE

1/2" SHIMSPACE

4. REFER TOFINISH SCHEDULE FOR WALL, FLOOR,BASE AND CEILING FINISHES.

7. ATPARTITIONS SCHEDULED TORECEIVE CERAMIC TILE FINISH,CONTRACTORSHALLPROVIDE ASSEMBLIES MEETING L/360 DEFLECTION CRITERIA.

8. PARTITION TYPES ARE CONTINUOUS AROUND CORNERS AND ACROSS DOOR ANDWINDOWOPENINGS,UNLESS NOTED OTHERWISE.

2. GYPSUMWALLBOARD SHALL BE TYPE "X" FIRE RATED ATFIRE RATED PARTITIONS

5. FIRE RATED PARTITIONS SHALLCONFORMTO THE REQUIREMENTS OFTHEREFERENCED TESTING AGENCYDESIGN NUMBER.ASSEMBLIES CONFORMING TOEQUIVALENTREQUIREMENTS BY OTHER TESTING AGENCIES ARE ACCEPTABLE IFAPPROVED BYTHE LOCALCODE COMPLIANCE DEPARTMENT.

6. LIMITING HEIGHTS FOR GYPSUMWALLBOARD PARTITIONS ARE BASED ON ALATERALLOAD OF 5 PSFAND ADEFLECTION CRITERIAOFL/240 FOR PRODUCTS OFTHENATIONALGYPSUMCOMPANY.CONTRACTOR SHALL VERIFYTHATAPPROVED PRODUCTSFROMOTHER MANUFACTURERS MEETL/240 DEFLECTION CRITERIA. IFREQUIRED TOMEETCRITERIA,STUD GAGE AND/OR SPACING SHALLBE DECREASED,OR BRACINGSHALLBE ADDED ABOVE THE CEILING.

3. MOISTURE RESISTANTGYPSUMWALL BOARD SHALLBE USED ATALL PARTITIONSSCHEDULED TORECEIVE CERAMIC TILE.

GENERAL NOTES

1. ALLSTUDS SHALLBE 25 GAGE, 16" O.C.UNLESS NOTED OTHERWISE

2 1/2"

METALSTUD

19'-9"25 16" STC-503" non rated6"001B

001A

25 16" 14'-4" STC-503" non rated

002A

002B 3 5/8"

11' -3" 3 5 /8"

4 7/8"

4 7/8"

7 1/8"


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A1.1ConstructionPlan


Layout:A1.1ConstructionPlan


1801GoodHopeRoadSE

Washington,DC,20020

DCP


01A

01A

02A

01A

D03

1

1

2

1

D02 01B

01A

7

01A

0 1 A 0 1 A

D05D02

D01

D01

7

3

4

5

D04

1

02A

6

02A

6

1

02B

2

2

02B01A

02A

4

02A

01A

02B

01B

5

02A

3

2'-8"CLR

12'-4"CLR

EQ EQ

5'CLR

2'-9" 18'-4"CLR 2'-9"

18'-6"CLR 2'-11"

67'-4"CLR

48'-4"CLR

8'CLR

7'-6"CLR

3'CLR

8'-6"CLR

5'CLR

1' 12'-4"CLR 3'

15'-4"CLR

1 '1 'PartitionType-RefertoSheetA0.4

RAMPDN

CONSTRUCTION LEGEND

ExistingPerimeterWall

New InteriorFull-HeightWall

CONSTRUCTION GENERALNOTES

New InteriorLow -HeightWall

CONSTRUCTION WORK NOTES

New Door

DoorType-RefertoSheetA0.4

PartitionType-RefertoSheetA0.4

C

ALIGN

CL

L

A. RefertoA0.4forpartitiontypesanddetails.

B. Alldimensionsshownarefromfinishedfacesofpartitions.

C. Basebuildingpartitionsshouldbecleanandpreparedforproposedtenantconstructionperreview ofArchitectandG.C.Areasthatarescheduledoriginallyorcurrentlywithgyp.bd.shouldbepaintready.

D. Alignmentofdoorheadsandothercriticalhorizontalelementsshallbemaintainedataconstantlevelrelativetotheceilingplane,andshallnotfollow variationsinthefloorplane.

E. Allarchitectural,electrical,andnon-structuralsystems,componentsattachedtoexistingstructureshallcomplywithallapplicablecode.

F. Dimensionsindicatedtobe"clear"or"hold"shallbemaintained. Anydiscrepanciesorvariationsinthesedimensionsshall bereviewed withthe Architectbefore beginningconstruction.

G. Anydimensionnoted"VIF"mustbereviewedwiththeArchitectbeforebeginningconstruction.

H. Provideandinstallfireretardantwoodblockinginpartitionsatwallhungshelving,cabinets,etc.Verifyshopstandard withmillworksubconstractor andreview withthe Architectfor acceptanceprior toinstallation. Coordinateblockingrequirements formillwork withplans anddetails.

I. Providebracingtodeckaboveatdoorjambs,windows,andmillworkthatgoestoceiling.

J. Provideadditionalstudsasrequiredtoachieveoutletgroupings. Coordinatewithengineeringdrawings.

K. ContractortoexamineextentofexistingpartitionsandreportanydiscrepanciestoArchitectpriortothestartof construction.

L Dashedlinesindicatelinesofceilingoverhead.

M. Locatetypicaldooropening4"awayfromadjacentwallcorner. Keepminimum18"clearancefromlatchto

wallonpullsideofalldoorsperADAguidelines.

N. G.C.toreplaceanyremovedordamagedexistingfireproofingmaterialatdeck,beams,orexistingpartitions.

O. Partitiontypesabovedooraretobe sameastheadjacentpartitionsunlessnotedotherwise.

P. Coordinateallelevationsanddetailinformationwithplans.

Q. Provideglavanizedmetalcornerbeadsand/ortrimforallexposedgypsumboardedgesandcorners,spackleandsandsmooth.

MODULAR WINDOW CENTERED ON STANDARD MODULAR BAY.

PAINTED PRESSURE TREATED WOOD LANDINGS,STAIRS,AND RAMPS. EXTENTBASED ON SITED CONDITIONS.DESIGN BY ARCHITECT.

CHAINLINK FENCE WITH VINYL GRAPHIC BANNER.GRAPHIC TBD.

PAINTED PRESSURE TREATED WOOD CANOPYDESIGN BYARCHIT ECTCOORDINATES WITH STAIR LANDINGAND RAMP.

MODULAR HVAC UNIT

DN

DN

SEE FIXTURE PLAN

STRUCTURE ABOVE,TYP

ALIGN

SECURITYNIC -BYOWNER


9/21


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06015

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A1.3ReflectedCeilingPlan

FileName:"PROJECTS:06004DCLib-4200Wisconsin:06004DCPLdw

gs:3sheetlayouts(.lbks):06004ModularCD.lbk:06004ModularCD.lbk"

Layout:A1.3ReflectedCeilingPlan


1801GoodHopeRoadSE

Washington,DC,20020

DCP


1

+10'-0"AFF

2

+10'-0"AFF

2

+9'-3"AFF

+9'-6"AFF

+9'-9"AFF

+9'-6"

AFF

+9'-3"AFF

+9'-3"AFF

+9'-3"AFF

1

+10'-0"AFF

+10'-0"

AFF

+10'-0"

AFF

+10'-0"AFF

+10'-0"AFF

EXPOSED CEILING,TYP.NO EXPOSED INSULATION - TOBE COVER ED WITHPAINTED PLYWOOD.

RCP GENERALNOTES

Alllightingdimensionsarefromthecenterofthefixturestofinishfaceofpartitionsandfromcenterofthefixturestocenterofthefixtures.

Ceilingdetailsareprovidedtoillustratedesignintent.Generalcontractortoadviseanyalternativeconstructiondetails whichmay expediteconstruction schedule,pending Architect'sapproval.

TheGC shallberesponsibleforelectricalworktobe doneinstrictaccordancewithapplicablecodes,regulationsand requirementsfor thegoverning bodyhaving jurisdiction.

Referto electricaldwgs forthe followinginformation: specification,powerrequirements, circuitry,switching,emergencylighting, location& typeof exitsign, strobe& pulls.

Referto mechanicaldrawings forair diffusers,returns,and tranferducts.

Anydiscrepancies withlight fixtures,switches, thermostats,diffusers asto locationbetweenArchitecturalandEngineeringdrawingsorbetweenthedrawingsandexistingfieldconditionsshallbeclarifiedwiththeArchitectbefore proceedingwithinstallation.

Allmultipleswitchlocationsaretobegangedandinstalledwithasinglefaceplate. Coverplatesshallnotbecutandbuttedtogether.

ThermostatsandstrobestobecenteredabovelightswitchUNO

Allexposedceilingareatobecleanandpreparetobepainted.Removeprotrusionsandunidentifieddebrisasrequired.Existingdevicesthatcaneasilyberelocatedaretobe relocated.Abandoneddevicestoberemovedin exposedarea.

Fixturesshown suspendedfrom structureare tobe supportedindependentlyfrom mechanicalor electricaldevices.

A.

B.

C.

D.

E.

F.

G.

H.

I.

J.

K.

New GWB Ceiling

Existingceiling toremain.

LIGHT FIXTURE LEGEND

CeilingtiletobeACT-1perfinishschedule

Patchexisting GWB Ceiling

RCP LEGEND

Itemsonfinishfloorbelow

Suspendedandstained MDF

L.

LSISINGLE CIRCUITPENDANTMOUNTEDDIMMABLE TRACK (120V)FIELD CUTTOFIT SPECIFIED LENGTH

LSISINGLE CIRCUITPENDANTMOUNTEDDIMMABLE TRACK (120V)12'LENGTH


A.4

A.1

A.2

A.3


B

E

F

G

C

D

H ZUMTOBEL8'LINEAR PENDENT(4)54WT5HO3500KETHOS EE45458T305

I ADACOMPLIENTWALLSCONCE (TBD)100WINCANDESCENT

RCP WORK NOTES

M.

Paintall existingexposed ductworkand mechanicalP4

A.3

J

H

J J J

H

H

G

G

A.3

A.4

A.3

A.3

A.3

A.1

A.3

A.1

A.2

A.3 A.1

A.3

A.4

A.4 A.4

A.4

A.1

J

A.3

A.4

A.4

J J J

B B BF

F

F

K

K

K

CeilingopentoexposedstructureUNO,paintP4

LIGHTOLIER 2X4RECESSED FLUORESCENT(2)54WT5HO3500KQHE 2GPF OP254 120PI

LSIWALLWASHERPAR38HALOGEN (250WMAX)120V DIMMABLE239-00S WLW/C995LSIACCENTLIGHTPAR38HALOGEN (250WMAX)120V DIMMABLE238-00S WLW/C998EPIDOWNLIGHT100W120VA19INCANDESCENTA19/4COLEPIWALLWASHER100W120VA19INCANDESCENT

A19/4WW COLLIGHTOLIER VANITYLIGHT- WALLMOUNTED(2)T8 120V 3500KBCW6X48SW4S232HPFUNVHI

LIGHTOLIER PENDANTCFLMULTITRIPLE TUBE4X 26/32/42W120VDIMMABLE

4'UTILITYSTRIP FLUORESCENTSURFACE MOUNTW/LENS32WT8 120V 3500K

A.2 A.2

J J J

A.2

A.2

J J

A.1

J J J

A.1A.1

A.4

A.2

A.2

A.2

TYPECB

TYPECB

TYPECB

TYPECB

TYPE

CC

H.1H.2H.3

ARTEMIDE CASTORE (SUSPENDED FIXTURE)(VARIOUS DIAM)H.1=6", H.2=10",H.3= 14"DIMMABLE 100W INCANDESCENT

SeeA4.1andA4.2forceilingtypedetailsandlightingfixtureassignmentsforceilingtypeCC.

DEDUCT ALTERNATE 1:IF BOTTOMOF STRUCTURE 7'-10"AFF BOTTOM

OF LIGHTINGFOR TYPES H.1-H.3TO BE 7'-0"AFF AND CEILINGPLANES

FOR TYPE CC TOBE CONVERTED AS FOLLOWS:

9'9"AFF TO7'9"AFF

9'6"AFF TO7'8"AFF

9'3"AFF TO7'7"AFF

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A1.4FinishPlan

FileName:"PROJECTS:06004DCLib-4200Wisconsin:06004DCPLdw

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Layout:A1.4FinishPlan


1801GoodHopeRoadSE

Washington,DC,20020

DCP


C1

C2

VCT1

WD1

WD2

WD3

PL1

PL2

PL3

PL3

GC1

GC2

T1

T1

VCT1

P2

P2

C

Date post:	30-May-2018
Category:	Documents
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