georgia regents university president's home addition

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PROJECT NO: 20120606FILE: 20130402_TG_GarageAddn_BIDSET.plnDRAWN BY: W. PalladinoCHK'D BY: Al Cheatham

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CHEATHAM•FLETCHER•SCOTTARCHITECTS, P.C.Architecture • Planning • Interior Design

420 1/2 Eighth StreetAugusta, GA 30901Ph: (706) 724-2668 Fx: (706) 849-9919

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COVER SHEET

920 Milledge RoadAugusta, Georgia 30904

TWIN GABLESRESIDENCEGARAGECARPORTADDITIONGeorgia RegentsUniversity

02/15/2013 HPD REVIEW

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INDEX & SITEAREA PLAN




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A.01

A.02

A.03

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A.05

A.06

A.07

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A.11

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NameCOVER SHEET

INDEX & SITE AREA PLAN

GENERAL NOTES

FIRST FLOOR EXISTING & DEMOLITION PLANS

FOUNDATION PLAN

FIRST FLOOR PLAN

ROOF PLAN

CEILING / ROOF FRAMING PLAN

BUILDING SECTIONS

EXTERIOR ELEVATIONS

DETAILS

ELECTRICAL PLAN

SLO

PE

MIN

. 1/8

" P

ER

1'-

0"

±2.95' 33.27'

±24

.60'

±4.

77'

EXISTING GARDEN WALL

COORD. ANY NEC. ADJUSTMENT OF SECURITY GATE WITH OWNER

NEW CONCRETE DRAINAGE TROUGH

DOWNSPOUT FROM GUTTER TODRAINAGE TROUGH (SEE FLOOR &

ROOF PLANS)

5" BOX GUTTER

NEW TROUGH ENDS FLUSH GRADE

MATCH NEW DRIVEWAY SLABCONCRETE & AGGREGATE TO EXIST.

MATCH NEW DRIVEWAY SLABCONCRETE & AGGREGATE TO EXIST.

CARPORT FOUNDATION EXPOSED±6" ABOVE GRADE & ACTS AS

DRAINAGE TROUGH EDGE

INTENT IS TO ALIGN W/STRUCTURAL WALLS OF EXIST.

GARAGE (SEE FLOOR PLAN)

DIMENSIONS TO LANDSCAPEFEATURES ARE DERIVED FROM

OWNER PROVIDED SURVEY BY JAMESG. SWIFT & ASSOCIATES ON 8/12/12

PROPERTY LINE (APPROXIMATE - V.I.F.)

NEW COVEREDCARPORT ENCLOSURE

NEW STORAGEENCLOSURE

EXIS

T. S

LAB

NEW

SLA

B

EXIS

T. S

LAB

NEW

SLA

B

EXISTING GARAGE

ABVAFFAFGAFSASCABRSVABSORBACS PNLACSTACTACOUSAPCAWTADDMADDNLADHADJADMINAGGRACCUA/CAAPAHUALTALT NOALUM/ ALAMTAMPAMPLAHRABANODAPTAPPRDAPPROXARCHAWIADATMASPHASSYAVAUTOAUXAVG

ABOVEABOVE FINISH FLOORABOVE FINISH GRADEABOVE FINISH SLABABOVE SUSPENDED CEILINGABRASIVEABSORPTIONACCESS PANELACOUSTICACOUSTIC CEILING TILEACOUSTICACOUSTIC PANEL CEILINGACOUSTIC WALL TREATMENTADDENDUMADDITIONALADHESIVEADJUSTABLE / ADJACENTADMINISTRATIONAGGREGATEAIR COOLED CONDENSING UNITAIR CONDITIONINGALARM ANNUNCIATOR PANELAIR HANDLING UNITALTERNATEALTERNATE NUMBERALUMINUMAMOUNTAMPHEREAMPLIFIERANCHORANCHOR BOLTANODIZEDAPARTMENTAPPROVEDAPPROXIMATEARCHITECT/ARCHITECTURALARCH. WOODWORKING INSTITUTEAREA DRAINAUTOMATIC TELLER MACHINEASPHALTASSEMBLYAUDIO VISUALAUTOMATICAUXILIARYAVERAGE

A

B/BBFPBDDBFBBRB PLBSMTBMBCBRGBRG PLBLWBFFBMBTWNBEVBITUMBDBLRBSBWBOTBLVDBDRYBRKTBRKRBTUBRZBLDGBLBURBULLBBBLKHDBN

BACK TO BACKBACK FLOW PREVENTERBACK DRAFT DAMPERBARRIER FREEBASE BOARD RADIATIONBASE PLATEBASEMENTBEAMBACK OF CURBBEARINGBEARING PLATEBELOWBELOW FINISH FLOORBENCH MARKBETWEENBEVELBITUMINOUSBOARDBOILERBOTH SIDESBOTH WAYSBOTTOMBOULEVARDBOUNDARYBRACKETBREAKERBRITISH THERMAL UNITBRONZEBUILDINGBUILDING LINEBUILT-UP ROOFINGBULLETINBULLETIN BOARDBULKHEADBULLNOSE

B

CABCUHCTVCAPCPTCOCSMTCSWKCSGCICIPCAT NOCBCATWCAVCLGCLG DIFFCLG GRLCLG HTCEMCEM FINCBBCEM PLASCTRC TO CCERCTCTBCTFCH BDCHRFCCHWRCHWSCHCIRCRCMFCKTCKT BRKRCLCLRMCOCLRCLCLWGCLOCLOSCHCOAXCOEFFCFMFCWCOLCLLCOCOMPTCPRSCACOMPRCMPTRCONCCONC FLRCMUPCCPCPCSPCNDCONFCONNCONSTRCMCONTCTRCNTRCNTORCFCFECF/OICLLCTRLCJCPCOORDCNRCGCORRCUCNTRCSKCFLGCOVCOV PLCUBCU FTCFMCU YDCYLC&GCI

CABINETCABINET UNIT HEATERCABLE TELEVISIONCAPACITYCARPETCASED OPENINGCASEMENTCASEWORKCASINGCAST IRONCAST IRON PIPE / CAST IN PLACECATALOG NUMBERCATCH BASINCATWALKCAVITYCEILINGCEILING DIFFUSERCEILING GRILLECEILING HEIGHTCEMENTCEMENT FINISHCEMENTITOUS BACKER BOARDCEMENT PLASTERCENTERCENTER TO CENTERCERAMICCERAMIC TILECERAMIC TILE BASECERAMIC TILE FLOORCHALKBOARDCHAMFERCHANNELCHILLED WATER RETURNCHILLED WATER SUPPLYCHILLERCIRCLECIRCUMFERENCECIRCUITCIRCUIT BREAKERCLASSCLASSROOMCLEAN OUTCLEARCLOSECLEAR WIRE GLASSCLOSETCLOSURECOAT HOOKCOAXIAL CABLECOEFFICIENTCOLD-FORMED METAL FRAMINGCOLD WATER PIPINGCOLUMNCOLUMN LINECOMPANYCOMPARTMENTCOMPRESSIBLECOMPRESSED AIRCOMPRESSORCOMPUTERCONCRETECONCRETE FLOORCONCRETE MASONRY UNITCONCRETE PAVEMENTCONCRETE PIPECONCRETE SEWER PIPECONDUITCONFERENCECONNECTCONSTRUCTIONCONSTRUCTION MANAGEMENTCONTINUE/ CONTINUOUSCONTOURCONTRACTCONTRACTORCONTRACTOR FURNISHEDCNTOR FURNISHED EQUIPMENTCNTOR FURNISHED, OWNER INSTALLEDCONTRACT LIMIT LIMECONTROLCTRL JOINT / CONSTR JOINTCONTROL PANELCOORDINATECORNERCORNER GUARDCORRIDOR/ CORRUGATEDCOPPERCOUNTERCOUNTERSINKCOUNTER FLASHINGCOVERCOVER PLATECUBICALCUBIC FEET/ CUBIC FOOTCUBIC FEET PER MINUTECUBIC YARDCYLINDERCURB AND GUTTERCURB INLET

C



C



DMPRDMPFDLdBDDELDEMODPTNDEPTDSGNDETDIAGDIADIFFDIMDRDIRDISCDWDISPDISTDISTR PNLDIVDRDR CLDR OPNGDBLDBL ACTDHDNDSDRDTDWRDWGDFDSPDUPLDTDR

DAMPERDAMP PROOFINGDEAD LOADDECIBLEDEEPDELETE / DELIVERDEMOLISH, DEMOLITIONDEMOUNTABLE PARTITIONDEPARTMENTDESIGNDETAILDIAGONAL/ DIAGRAMDIAMETERDIFFUSER/ DIFFERENCEDIMENSIONDINING ROOMDIRECTIONDISCONNECTDISHWASHERDISPENSERDISTANCEDISTRIBUTION PANELDIVIDER/ DIVISIONDOORDOOR CLOSERDOOR OPENINGDOUBLEDOUBLE ACTINGDOUBLE HUNGDOWNDOWNSPOUTDRAINDRAIN TILEDRAWERDRAWINGDRINKING FOUNTAINDRY STAND PIPEDUPLICATEDUTCH DOOR

D

EAEFEWESMTEEPEOSELASTELECECEPEWCELELEVEMERENCLENGRENTREPDMEQEQL SPEQUIPEQUIVESCALESTEXCEXHEXH DTEXH FNEXH GREXHEAREXISTEXIST GRERDEXPEXP BTEJEXPEXTNEXTEIFSEXTRUEGSB

EACHEACH FACEEACH WAYEASEMENTEASTEDGE OF PAVEMENTEDGE OF SLABELASTOMERICELECTRIC/ ELECTRICALELECTRICAL CONTRACTORELECTRICAL PANELELECTRIC WATER COOLERELEVATIONELEVATOREMERGENCYENCLOSUREENGINEERENTRANCE/ ENTRYETHYLENE PROPYLENE DIENE MONOMEREQUALEQUALLY SPACEDEQUIPMENTEQUIVALENTESCALATORESTIMATEEXCAVATEDEXHAUSTEXHAUST DUCTEXHAUST FANEXHAUST AIR GRILLEEXHAUST AIR HOODEXHAUST AIR REGISTEREXISTINGEXISTING GRADEEXISTING ROOF DRAINEXPANSIONEXPANSION BOLTEXPANSION JOINTEXPOSEDEXTENSIONEXTERIOREXTERIOR INSULATION FINISH SYSTEMEXTRUSIONEXTERIOR GYPSUM SHEATHING BOARD

E

EAEFEWESMTEEPEOSELASTELECECEPEWCELELEVEMERENCLENGRENTREPDMEQEQL SPEQUIPEQUIVESCALESTEXCEXHEXH DTEXH FNEXH GREXHEAREXISTEXIST GRERDEXPEXP BTEJEXPEXTNEXTEIFSEXTRUEGSB

EACHEACH FACEEACH WAYEASEMENTEASTEDGE OF PAVEMENTEDGE OF SLABELASTOMERICELECTRIC/ ELECTRICALELECTRICAL CONTRACTORELECTRICAL PANELELECTRIC WATER COOLERELEVATIONELEVATOREMERGENCYENCLOSUREENGINEERENTRANCE/ ENTRYETHYLENE PROPYLENE DIENE MONOMEREQUALEQUALLY SPACEDEQUIPMENTEQUIVALENTESCALATORESTIMATEEXCAVATEDEXHAUSTEXHAUST DUCTEXHAUST FANEXHAUST AIR GRILLEEXHAUST AIR HOODEXHAUST AIR REGISTEREXISTINGEXISTING GRADEEXISTING ROOF DRAINEXPANSIONEXPANSION BOLTEXPANSION JOINTEXPOSEDEXTENSIONEXTERIOREXTERIOR INSULATION FINISH SYSTEMEXTRUSIONEXTERIOR GYPSUM SHEATHING BOARD

FABFC BRKFOCFOFFOMFOSF/FFCUFSFSTNRFASFDRFTFPMFNFRGFGLFRPFIGFCFINFIN FLRFIN GRFTFFAFAAPFACPFDMPRFEFECFHCFHFRAFRFRTWFPLFPFIXTFLASHFHMSFHWSFLRFLGFARFCOFDFLR FINFLR SKFLOURFLDGFTGFDTNFRFRMGFRZFAFR GLFFAFFBFSFURNFURGFBOFF&EFUT

FABRICFACE BRICKFACE OF CONCRETE/ CURBFACE OF FINISHFACE OF MASONRYFACE OF STUDSFACE TO FACEFAN COIL UNITFAR SIDEFASTENERFASCIAFEEDERFEET/ FOOTFEET PER MINUTEFENCEFIBER REINFORCED GYPSUMFIBERGLASSFIBERGLASS REINFORCED PLASTICFIGUREFILE CABINETFINISH/ FINISHEDFINISHED FLOORFINISHED GRADEFINNED TUBE RADIATIONFIRE ALARMFIRE ANNUNCIATOR PANELFIRE ALARM CONTROL PANELFIRE DAMPERFIRE EXTINGUISHERFIRE EXTINGUISHER CABINETFIRE HOSE CABINETFIRE HYDRANTFIRE RATED ASSEMBLYFIRE RATING/ FIRE RESISTANCEFIRE RETARDANT TREATED WOODFIREPLACEFIREPROOF/ FLAG POLEFIXTUREFLASHINGFLAT HEAD MACHINE SCREWFLAT HEAD WOOD SCREWFLOORFLOORINGFLOOR AREA RATIOFLOOR CLEAN OUTFLOOR DRAINFLOOR FINISHFLOOR SINKFLUORESCENTFOLDINGFOOTINGFOUNDATIONFRAMEFRAMINGFREEZERFRESH AIRFRITTED GLASSFROM FLOOR ABOVEFROM FLOOR BELOWFULL SIZE/ FULL SCALEFURNISH/ FURNISHEDFURRING/ FURREDFURNISHED BY OTHERSFURNITURE, FIXTURES & EQUIPMENTFUTURE

F

FABFC BRKFOCFOFFOMFOSF/FFCUFSFSTNRFASFDRFTFPMFNFRGFGLFRPFIGFCFINFIN FLRFIN GRFTFFAFAAPFACPFDMPRFEFECFHCFHFRAFRFRTWFPLFPFIXTFLASHFHMSFHWSFLRFLGFARFCOFDFLR FINFLR SKFLOURFLDGFTGFDTNFRFRMGFRZFAFR GLFFAFFBFSFURNFURGFBOFF&EFUT

FABRICFACE BRICKFACE OF CONCRETE/ CURBFACE OF FINISHFACE OF MASONRYFACE OF STUDSFACE TO FACEFAN COIL UNITFAR SIDEFASTENERFASCIAFEEDERFEET/ FOOTFEET PER MINUTEFENCEFIBER REINFORCED GYPSUMFIBERGLASSFIBERGLASS REINFORCED PLASTICFIGUREFILE CABINETFINISH/ FINISHEDFINISHED FLOORFINISHED GRADEFINNED TUBE RADIATIONFIRE ALARMFIRE ANNUNCIATOR PANELFIRE ALARM CONTROL PANELFIRE DAMPERFIRE EXTINGUISHERFIRE EXTINGUISHER CABINETFIRE HOSE CABINETFIRE HYDRANTFIRE RATED ASSEMBLYFIRE RATING/ FIRE RESISTANCEFIRE RETARDANT TREATED WOODFIREPLACEFIREPROOF/ FLAG POLEFIXTUREFLASHINGFLAT HEAD MACHINE SCREWFLAT HEAD WOOD SCREWFLOORFLOORINGFLOOR AREA RATIOFLOOR CLEAN OUTFLOOR DRAINFLOOR FINISHFLOOR SINKFLUORESCENTFOLDINGFOOTINGFOUNDATIONFRAMEFRAMINGFREEZERFRESH AIRFRITTED GLASSFROM FLOOR ABOVEFROM FLOOR BELOWFULL SIZE/ FULL SCALEFURNISH/ FURNISHEDFURRING/ FURREDFURNISHED BY OTHERSFURNITURE, FIXTURES & EQUIPMENTFUTURE

GAGALGPHGPMGALVGIGALV STLG LNGENGEN CONDGCGLGFRCGFRGGFRPGFRPGLZ CMUGSUGLZGBGR BMGRTGGRANGTGRLGGFCIGTGUTGDRGYP BD

GAUGEGALLONGALLONS PER HOURGALLONS PER MINUTEGALVANIZEDGALVANIZED IRONGALVANIZED STEELGAS LINEGENERALGENERAL CONDITIONSGENERAL CONTRACTORGLASSGLASS FIBER REINFORCED CONC.GLASS FIBER REINFORCED GYPSUMGLASS FIBER REINFORCED PLASTERGLASS FIBER REINFORCED PLASTICGLAZED CONCRETE MASONRY UNITGLAZED STRUCTURAL UNITGLAZINGGRAB BARGRADE BEAMGRATINGGRANITEGREASE TRAPGRILLEGROUNDGROUND FAULT CIRCUIT INTERRUPTERGROUTGUTTERGUARD RAILGYPSUM BOARD

G

HDHSHCPHNDRLHDWHDWDHD JTHDRHA GLHVACHTWSHTWRHDHTHEXHHDDEHEPAHIDHPHSHVHWYHOHCHMHMDHMFHORIZHPHBHCHOSPHWHWBHWRHWSHRHSKPGHYHYDR

HAND DRYERHAND SINKHANDICAPPEDHANDRAILHARDWAREHARDWOODHEAD JOINTHEADERHEAT ABSORBING GLASSHEATING, VENTILATING & A/CHEATING WATER SUPPLYHEATING WATER RETURNHEAVY DUTYHEIGHTHEXAGONHIGHHIGH DENSITY POLYETHYLENEHIGH EFFICIENCY PARTICLE AIR FILTERHIGH INTENSITY DISCHARGEHIGH PRESSURE/ HIGH POINTHIGH STRENGTHHIGH VOLTAGEHIGHWAYHOLD OPENHOLLOW COREHOLLOW METALHOLLOW METAL DOORHOLLOW METAL FRAMEHORIZONTALHORSEPOWERHOSE BIBHOSE CABINETHOSPITALHOT WATERHOT WATER BOILERHOT WATER RETURNHOT WATER SUPPLYHOURHOUSEKEEPINGHYDRANTHYDRAULIC

H

IDINCANDININCLINFOIDIFIFSINSTLINSULINTINVINT EL

IDENTIFICATIONINCANDESCENTINCH / INCHESINCLUDE/ INCLUDINGINFORMATIONINSIDE DIAMETER/ DIMENSIONINSIDE FACEINSIDE FACE OF STUDINSTALLINSULATIONINTERIORINVERTINVERT ELEVATION

I

IDINCANDININCLINFOIDIFIFSINSTLINSULINTINVINT EL

IDENTIFICATIONINCANDESCENTINCH / INCHESINCLUDE/ INCLUDINGINFORMATIONINSIDE DIAMETER/ DIMENSIONINSIDE FACEINSIDE FACE OF STUDINSTALLINSULATIONINTERIORINVERTINVERT ELEVATION

JAN CLOJSJ-BOXJR

JANITOR CLOSETJANITOR SINKJUNCTION BOXJUNIOR

JKPLKWKITKBKDKOP

KICK PLATEKILOWATTKITCHENKNEE BRACEKNOCK DOWNKNOCK OUT PANEL

K

LABLADLAMLAM GLLDGLGELAULAVLHLIBLTLTGLT GALPLTG PNLLTWTLWCLMSTLDLFLIQLLLRLOCLKRLLHLLVLVRLPTLBRLBS

LABORATORYLADDERLAMINATELAMINATED GLASSLANDINGLARGELAUNDRYLAVATORYLEFT HANDLIBRARYLIGHTLIGHTINGLIGHT GUAGELIGHT POLE/ LIGHTPROOFLIGHTING PANELLIGHTWEIGHTLIGHTWEIGHT CONCRETELIMESTONELINEAR DIFFUSERLINEAR FEET/FOOTLIQUIDLIVE LOADLIVING ROOMLOCATIONLOCKERLONG LEG HORIZONTALLONG LEG VERTICALLOUVERLOW POINT LUMBERLUMBERPOUNDS

L

MACHMBMACH RMMAUMGTMAINTMHMFRMFDMOMATLMAXMECHMECH RMMCMCMEDMDOMEMBMWPMTLMLML&PMTMEZZMFMLWKMINMIRRMISCMRMODMOD BITMONMBHMODMLDGMTDMTGMVBLMULLM

MACHINEMACHINE BOLTMACHINE ROOMMAKE UP AIR UNITMANAGEMENTMAINTENANCEMANHOLEMANUFACTURERMANUFACTUREDMASONRY OPENINGMATERIALMAXIMUMMECHANICALMECHANICAL ROOMMECHANICAL CONTRACTORMEDICINE CABINETMEDIUMMEDIUM DENSITY OVERLAYMEMBRANEMEMBRANE WATERPROOFINGMETALMETAL LATHMETAL LATH AND PLASTERMETAL THRESHOLDMEZZANINEMILL FINISHMILLWORKMINIMUMMIRRORMISCELLANEOUSMOISTURE RESISTANCEMODELMODIFIED BITUMENMONUMENTMOP/ BROOM HOLDERMOTOR OPERATED DAMPERMOULDINGMOUNTEDMEETING/ MOUNTINGMOVEABLEMULLIONTHOUSAND (1000)

M

MACHMBMACH RMMAUMGTMAINTMHMFRMFDMOMATLMAXMECHMECH RMMCMCMEDMDOMEMBMWPMTLMLML&PMTMEZZMFMLWKMINMIRRMISCMRMODMOD BITMONMBHMODMLDGMTDMTGMVBLMULLM

MACHINEMACHINE BOLTMACHINE ROOMMAKE UP AIR UNITMANAGEMENTMAINTENANCEMANHOLEMANUFACTURERMANUFACTUREDMASONRY OPENINGMATERIALMAXIMUMMECHANICALMECHANICAL ROOMMECHANICAL CONTRACTORMEDICINE CABINETMEDIUMMEDIUM DENSITY OVERLAYMEMBRANEMEMBRANE WATERPROOFINGMETALMETAL LATHMETAL LATH AND PLASTERMETAL THRESHOLDMEZZANINEMILL FINISHMILLWORKMINIMUMMIRRORMISCELLANEOUSMOISTURE RESISTANCEMODELMODIFIED BITUMENMONUMENTMOP/ BROOM HOLDERMOTOR OPERATED DAMPERMOULDINGMOUNTEDMEETING/ MOUNTINGMOVEABLEMULLIONTHOUSAND (1000)

NATNGNSNEUTNRCNOMNRPNORMNNICNTSNO

NATURALNATURAL GASNEAR SIDE/ NARROW STILENEUTRALNOISE REDUCTION COEFFICIENTNOMINALNON REMOVABLENORMALNORTHNOT IN CONTRACTNOT TO SCALENUMBER

N

O GLOFFOCCOCOPQOPNGOPPOPHORIGORNOZO/OOAOADOAGOAIODOFOFSOAORDOHOH DROF/CIOF/OIO

OBSCURE GLASSOFFICEOCCUPYON CENTEROPAQUEOPENINGOPPOSITEOPPOSITE HANDORIGINALORNAMENTALOUNCEOUT TO OUTOUTSIDE AIROUTSIDE AIR DAMPEROUTSIDE AIR GRILLEOUTSIDE AIR INTAKEOUTSIDE DIAMETER/ DIMENSIONOUTSIDE FACEOUTSIDE FACE STUDSOVERALLOVERFLOW ROOF DRAINOVERHANGOVERHEAD DOOROWNER FURNISH/ CNTROR INSTALLOWNER FURNISH/ OWNER INSTALLOXYGEN

O

PTPRPNLPTDPTDRPTRPARPRKGPBDPTNPVGPEDPER FTPERFPERIMPERMPERPPHPHOTOPCPILPLASPLAMPL GLPLATPLBGPLYWDPTPCPIPLPOLPVCPORCPORTPOSPIVPLFPSFPSIPCFPWRPRCSTPREFABPREFINPTPRVPRIPROJPROPPLPAPSHPBPPPP PL

PAINTPAIRPANELPAPER TOWEL DISPENSERPAPER TOWEL DISPENSER & RECEPTPAPER TOWEL RECEPTACLEPARALLEL/ PARAPETPARKINGPARTICLE BOARDPARTITIONPAVINGPEDESTALPER FOOTPERFORATEDPERIMETERPERMANENTPERPENDICULARPHASEPHOTOGRAPHPIECEPILASTERPLASTERPLASTIC LAMINATEPLATE GLASSPLATFORMPLUMBINGPLYWOODPOINT OF TANGENCYPOINT OF CURVATUREPOINT OF INTERSECTIONPOLYETHYLENEPOLISH/ POLISHEDPOLYVINYLCHLORIDEPORCELAINPORTABLEPOSITIONPOST INDICATOR VALVEPOUNDS PER LINEAR FOOTPOUNDS PER SQUARE FOOTPOUNDS PER SQUARE INCHPOUNDS PER CUBIC FOOTPOWERPRECASTPREFABRICATEDPREFINISHEDPRESERVATIVE TREATEDPRESSURE REDUCING VALVEPRIMARYPROJECT/ PROJECTIONPROPERTYPROPERTY LINEPUBLIC ADDRESSPURSE SHELFPUSH BUTTON/ PULL BOXPUSH/ PULLPUSH/ PULL PLATE

P

PTPRPNLPTDPTDRPTRPARPRKGPBDPTNPVGPEDPER FTPERFPERIMPERMPERPPHPHOTOPCPILPLASPLAMPL GLPLATPLBGPLYWDPTPCPIPLPOLPVCPORCPORTPOSPIVPLFPSFPSIPCFPWRPRCSTPREFABPREFINPTPRVPRIPROJPROPPLPAPSHPBPPPP PL

PAINTPAIRPANELPAPER TOWEL DISPENSERPAPER TOWEL DISPENSER & RECEPTPAPER TOWEL RECEPTACLEPARALLEL/ PARAPETPARKINGPARTICLE BOARDPARTITIONPAVINGPEDESTALPER FOOTPERFORATEDPERIMETERPERMANENTPERPENDICULARPHASEPHOTOGRAPHPIECEPILASTERPLASTERPLASTIC LAMINATEPLATE GLASSPLATFORMPLUMBINGPLYWOODPOINT OF TANGENCYPOINT OF CURVATUREPOINT OF INTERSECTIONPOLYETHYLENEPOLISH/ POLISHEDPOLYVINYLCHLORIDEPORCELAINPORTABLEPOSITIONPOST INDICATOR VALVEPOUNDS PER LINEAR FOOTPOUNDS PER SQUARE FOOTPOUNDS PER SQUARE INCHPOUNDS PER CUBIC FOOTPOWERPRECASTPREFABRICATEDPREFINISHEDPRESERVATIVE TREATEDPRESSURE REDUCING VALVEPRIMARYPROJECT/ PROJECTIONPROPERTYPROPERTY LINEPUBLIC ADDRESSPURSE SHELFPUSH BUTTON/ PULL BOXPUSH/ PULLPUSH/ PULL PLATE

QUALQTYQTQTBQTFQTRQTR RND

QUALITYQUANTITYQUARRY TILEQUARRY TILE BASEQUARRY TILE FLOORQUARTERQUARTER ROUND

Q

RABRRWLRLGRRRECDRECPTRCPTNRECRECRDCRWDREFREFLRCPREFREGREINFREMREPREPLREQDRESILRBRFRETRARADRA FANRA GRREVRPMRRHROWRDRFGRDRHRLRVRFGRTURMRORNDRHMSRHWSRBRRTF

RABBETEDRADIUSRAIN WATER LEADERRAILINGRAILROADRECEIVEDRECEPTACLERECEPTIONRECESSEDRECTANGLE/ RECTANGULARREDUCERREDWOODREFERENCEREFLECTREFLECTED CEILING PLANREFRIGERATORREGISTERREINFORCEREMOVE/ REMOVABLEREPAIRRELACEREQUIREDRESILIENTRESILIENT BASERESILIENT FLOORINGRETURNRETURN AIRRETURN AIR DUCTRETURN AIR FANRETURN AIR GRILLEREVISED/ REVISIONREVOLUTIONS PER MINUTERISERRIGHT HANDRIGHT OF WAYROADROOFINGROOF DRAINROOF HATCHROOF LEADERROOF VENTILATOR/ VENTROOFINGROOF TOP UNITROOMROUGH OPENINGROUNDROUND HEAD MACHINE SCREWROUND HEAD WOOD SCREWRUBBERRUBBER TILE FLOOR

R

SDLSANSNDSNDUSSSCHEDSJSCRNSCPSLNTSHTHGSECTSVCESHTSHFTSSSHTSMSHT MTLSVSHRSCRSIMSGLSKSKLTSMSMKSDSDSCSCWDSTCSSPKRSPECSBSP ELSPKLRSQSFSTAGSSTSTSTDSSSPST PRSTASTMSTLSTL JSTSTL LNTLSTL PLSTL RF DKSTL TRSTL TBSTIFSDSTORSTRSTSTRUCTSUBSPSMPSAGSDSFSPRTSURFSUSPSWSWBDSWGRSYMSYMMSYS

SADDLESANITARYSANITARY NAPKIN DISPENSERSANITARY NAPKIN DISPOSAL UNITSANITARY SEWERSCHEDULESCORED JOINTSCREENSCUPPERSEALANTSHEATHINGSECTIONSERVICESHAFTSHAFTSERVICE SINKSHEETSHEET METALSHEET METALSHEET VINYLSHOWERSHOWER CURTAIN RODSIMILARSINGLESKETCHSKYLIGHTSMALLSMOKESMOKE DETECTORSOAP DISPENSERSOLID CORESOLID CORE WOOD DOORSOUND TRANSMISSION CLASSSOUTHSPEAKERSPECIFICATIONSSPLASH BLOCKSPOT ELEVATIONSPRINKLERSQUARESQUARE FEET/ SQ FOOTSTAGGEREDSTAINLESS STEELSTAIS/ STREETSTANDARDSTANDING SEAM (ROOF)STANDPIPESTATIC PRESSURESTATIONSTMSTEELSTEEL JOISTSTEEL LINTELSTEEL PLATESTEEL ROOF DECKSTEEL TRUSSSTEEL TUBINGSTIFFENERSTORM DRAINSTORAGESTRAIGHTSTREETSTRUCTURALSUBSTITUTESUMP PITSUMP PUMPSUPPLY AIR GRILLESUPPLY DIFFUSER/ DUCTSUPPLY FANSUPPORTSURFACESUSPENDSWITCHSWITCHBOARDSWITCHGEARSYMBOLSYMMETRICALSYSTEM

S

TK BDTANTECHTELTVTEMPTMPD GLTERTBTSTATRTHKTHRESHTHRUTBDTPDTPHT&GT&BTOCTETOTOFTOMTOPTORTOSTOWTOPOTBTDTDRTGXFMRTRANSTDTYP

TACKBOARDTANGENTTECHNICALTELEPHONETELEVISIONTEMPERATURETEMPERED GLASSTERRAZZOTEST BORINGTHERMOSTATTHERMAL RESISTANCETHICK/THICKNESSTHRESHOLDTHROUGHTO BE DETERMINED/ DESIGNEDTOILET PAPER DISPENSERTOILET PAPER HOLDERTONGUE AND GROOVETOP AND BOTTOMTOP OF CURB/ TOP OF CONCRETETOP ELEVATIONTOP OFTOP OF FOOTINGTOP OF MASONRYTOP OF PARAPETTOP OF RIMTOP OF STEEL/SLABTOP OF WALLTOPOGRAPHYTOWEL BARTOWEL DISPENSERTOWEL DISPENSER/ RECEPTACLETRANSFER GRILLETRANSFORMERTRANSOMTRENCH DRAINTYPICAL

T

TK BDTANTECHTELTVTEMPTMPD GLTERTBTSTATRTHKTHRESHTHRUTBDTPDTPHT&GT&BTOCTETOTOFTOMTOPTORTOSTOWTOPOTBTDTDRTGXFMRTRANSTDTYP

TACKBOARDTANGENTTECHNICALTELEPHONETELEVISIONTEMPERATURETEMPERED GLASSTERRAZZOTEST BORINGTHERMOSTATTHERMAL RESISTANCETHICK/THICKNESSTHRESHOLDTHROUGHTO BE DETERMINED/ DESIGNEDTOILET PAPER DISPENSERTOILET PAPER HOLDERTONGUE AND GROOVETOP AND BOTTOMTOP OF CURB/ TOP OF CONCRETETOP ELEVATIONTOP OFTOP OF FOOTINGTOP OF MASONRYTOP OF PARAPETTOP OF RIMTOP OF STEEL/SLABTOP OF WALLTOPOGRAPHYTOWEL BARTOWEL DISPENSERTOWEL DISPENSER/ RECEPTACLETRANSFER GRILLETRANSFORMERTRANSOMTRENCH DRAINTYPICAL

UCUCDUFDUGNDULUNFINUHUNOURUTILUP

UNDERCUTUNCER CUT DOORUNDER FLOOR DUCTUNDERGROUNDUNDERWRITER'S LABORATORYUNFINISHEDUNIT HEATERUNLESS NOTED OTHERWISEURINALUTILITYUTILITY POLE

U

VACVBVRVAVVFVFDVARVNRVPVSVTRVENTVIFVSVERTVESTVIBVCTVWCVCTVOLVDV

VACUUM/ VACUUM LINEVACUUM BREAKERVAPOR RETARDERVARIABLE AIR VOLUMEVARIABLE FREQUENCYVARIABLE FREQUENCY DRIVEVARIATION/ VARIESVENEERVENEER PLASTERVENT STACKVENT THRU ROOFVENTILATOR/ VENTILATIONVERIFY IN FIELDVERSUSVERTICAL/ VERTICALLYVESTIBULEVIBRATIONVINYL COMPOSITION TILEVINYL WALL COVERINGVITRIFIED CLAY TILEVOLUMEVOLUME DAMPERVOLTS

V

WSCTW CABWCOWHW/WWHSEWFWWTRWCWLWHWMWPMWPWRWSWHWTWWFWWMWWWx_W GLWMw/w/oWDWBWBLWPWI

WAINSCOTWALL CABINETWALL CLEAN OUTWALL HYDRANTWALL TO WALLWAREHOUSEWASH FOUNTAINWASTE/ WATTSWATERWATER CLOSETWATER LINEWATER HEATERWATER METERWATER PROOF MEMBRANEWATERPROOFINGWEATHER RESISTANCEWEATHERSTRIPWEEP HOLEWEIGHTWELDED WIRE FABRICWELDED WIRE MESHWESTWIDE/ WIDTHWIDE FLANGE SECTIONWIRED GLASSWIRE MESHWITHWITHOUTWOOD/ WOOD DOORWOOD BASEWOOD BLOCKINGWORKING POINTWROUGHT IRON

W

WSCTW CABWCOWHW/WWHSEWFWWTRWCWLWHWMWPMWPWRWSWHWTWWFWWMWWWx_W GLWMw/w/oWDWBWBLWPWI

WAINSCOTWALL CABINETWALL CLEAN OUTWALL HYDRANTWALL TO WALLWAREHOUSEWASH FOUNTAINWASTE/ WATTSWATERWATER CLOSETWATER LINEWATER HEATERWATER METERWATER PROOF MEMBRANEWATERPROOFINGWEATHER RESISTANCEWEATHERSTRIPWEEP HOLEWEIGHTWELDED WIRE FABRICWELDED WIRE MESHWESTWIDE/ WIDTHWIDE FLANGE SECTIONWIRED GLASSWIRE MESHWITHWITHOUTWOOD/ WOOD DOORWOOD BASEWOOD BLOCKINGWORKING POINTWROUGHT IRON

X BRACEXL

CROSS BRACEEXTRA LARGEX

YDYCOYDYR

YARDYARD CLEAN OUTYARD DRAINYEAR

YZC ZINCZ

SYMBOL&

∠

≈

@

X

C

∆

≅

°

∅

'"%

⊥

+/-

±

#( )

AND

ANGLE

APPROXIMATE

AT

BY

CENTERLINE

CHANGE

CONGRUENT

DEGREE

DIAMETER

FOOT

INCHES

PERCENT

PERPENDICULAR

PLUS/ MINUS

PLUS/ MINUS

POUND

QUANTITY

MATERIAL LEGENDEARTH / COMPACTED FILL

EARTH/ UNDISTURBED GRADE

GRAVEL/ POROUS FILL

CONCRETE

SAND/ MORTAR / PLASTER / GROUT

CONCRETE BLOCK (CMU)

BRICK MASONRY

STEEL

ALUMINUM

CONT. WOOD BLOCKING

NON-CONT. WOOD BLOCKING

WOOD FINISH

PLYWOOD/ OSB

PARTICLEBOARD

GYPSUM BOARD

GLASS

BATT, LOOSE INSULATION

SPRAY FOAM INSULATION

RIGID FOAM BOARD INSULATION

CARPET

WOOD GLULAM

LVL

XXXX

0"

0"

XXXX

XXXX

N

E

S

WXXXX

SYMBOL LEGENDSPOT ELEVATION (PLAN)

ELEVATION INDICATOR

ELEVATION MARKER

SECTION MARKER

DETAIL MARKER

INTERIOR ELEVATION MARKER

REVISION CLOUD

SCALE: 1" = 5'

SITE AREA PLANNORTH

DESCRIPTION


MARK DATE

CD

SHEET NO.

A.03



PROJECT TITLE

SHEET TITLE

GENERALNOTES




GENERAL NOTESTHE FOLLOWING NOTES SHALL SUPPLEMENT THEDRAWINGS AND CONTRACT DOCUMENTS. WHEREARTICLES OR PARAGRAPHS IN THE SPECIFICATIONS AND/OR DRAWINGS ARE SUPPLEMENTED BY ONE OR MOREOF THE FOLLOWING NOTES, THE PROVISIONS OF SUCHARTICLE, PARAGRAPH AND/OR DETAIL SHALL REMAIN INEFFECT AND THE SUPPLEMENTAL NOTE SHALL BECONSIDERED AS ADDED THERETO. IF THERE IS ACONFLICT OR AMBIGUITY CREATED BY A NOTE, THEMORE STRINGENT REQUIREMENT SHALL APPLY.

IT IS IMPORTANT THAT ALL PARTIES UNDERSTAND THATCONSTRUCTION DOCUMENTS ARE NOT INTENDED TO BEA COMPLETE SET OF INSTRUCTION ON HOW TOCONSTRUCT A BUILDING. CONSTRUCTION MEANS,METHODS, TECHNIQUES, SEQUENCES, PROCEDURESAND SITE SAFETY PRECAUTIONS ARE ASSIGNEDRESPONSIBILITIES OF THE CONTRACTOR.

GENERAL REQUIREMENTS1. ATTENTION ALL USERS OF THESE DRAWINGS, GENERALCONTRACTORS, SUB-CONTRACTORS, MANUFACTURERS,SUPPLIERS: CAREFULLY AND THOROUGHLY REVIEWTHESE GENERAL NOTES. IT IS YOUR RESPONSIBILITY TOKNOW AND ADHERE TO THESE REQUIREMENTS.

2. THE DRAWINGS AND SPECIFICATIONS ARE SEPARATEDINTO DISCIPLINES FOR THE CONVENIENCE OF THEARCHITECT AND THE CONTRACTOR. THE SEPARATIONSUSED HEREIN ARE USED ONLY FOR THE PURPOSES OFCONVENIENCE AND REFERENCE, AND IN NO WAY DOTHEY DEFINE OR LIMIT THE SCOPE OR INTENT OF ANYPART OF THE DRAWINGS, OR OF THE DRAWINGS ANDSPECIFICATIONS AS A WHOLE. THE FACT THAT THEDRAWINGS ARE SEPARATED IN NO WAY SUGGESTS THATTHE WORK IS NOT TO BE CONSTRUCTED AS A COMPLETE,INTEGRATED AND UNIFIED WHOLE.

3. THE GENERAL CONTRACTOR SHALL BE SOLELYRESPONSIBLE FOR AND HAVE CONTROL OVERCONSTRUCTION MEANS, METHODS, TECHNIQUES,SEQUENCES, PROCEDURES AND COORDINATION OF ALLPORTIONS OF THE WORK. THE GENERAL CONTRACTORSHALL DETERMINE HOW THE WORK WILL BE DIVIDEDINTO SEPARATE TRADES, HOW THE WORK WILL BE BIDAND PURCHASED AND HOW THE PURCHASED PRODUCTSA N D S Y S T E M S W I L L B E C O O R D I N AT E D A N DINCORPORATED INTO THE COMPLETED WORK..

4. ALL SUB-CONTRACTORS SHALL SUBMIT SHOPDRAWINGS, PRODUCT DATA, SAMPLES AND SIMILARSUBMITTALS AS REQUIRED FOR ARCHITECTS APPROVALPRIOR TO COMMENCING ANY WORK. THE CONTRACTORWILL DETERMINE AND VERIFY MATERIALS, FIELDMEASUREMENTS AND FIELD CONSTRUCTION CRITERIARELATED THERETO AND WILL CHECK AND COORDINATETHE INFORMATION CONTAINED WITHIN SUBMITTALS WITHTHE REQUIREMENTS OF THE WORK AND OF THECONTRACT DOCUMENTS PRIOR TO APPROVING ANDSUBMITTING SHOP DRAWINGS, PRODUCT DATA, SAMPLESAND SIMILAR SUBMITTALS TO THE ARCHITECT FORREVIEW FOR CONFORMANCE.

5. THE DRAWINGS AND SPECIFICATIONS ARE PROVIDEDTO DESCRIBE THE CONCEPT OF AN INSTALLATION ANDSPECIFIES THE PRODUCTS OR SYSTEMS ADVERTISED ORKNOWN TO BE CONCEPTUALLY EQUAL IN QUALITY. THEGENERAL CONTRACTOR IS RESPONSIBLE FORDETERMINING AND DEFINING SPECIFICALLY HOW THECONCEPTUALLY EQUAL BUT NOMINALLY DIFFERENTPRODUCTS OR SYSTEMS THAT HAVE BEEN CHOSEN FORUSE IN THE PROJECT WILL BE INCORPORATED INTO THEWORK.

6. THE ARCHITECT'S DRAWINGS WILL MOST LIKELY BE INCONFLICT WITH THE SELECTED EQUIPMENT ANDREQUIRED CLEARANCES TO THE EXTENT THATCOORDINATION IS NECESSARY AND ADVISABLE. THECONTRACTOR IS SPECIFICALLY DIRECTED TO PROVIDESKETCHES FOR RESOLUTION OF SUCH PREDICTABLECONFLICTS PRIOR TO ANY REQUEST FOR INFORMATIONOR CLARIFICATION FROM THE ARCHITECT.

7. EVERY EFFORT HAS BEEN MADE TO MAKE THESEDOCUMENTS CONCISE AND COORDINATED, TO DEFINEWORK IN THE MOST LOGICAL PLACE AND TO ELIMINATEREDUNDANCY. DO NOT PRESUME THAT YOUR SCOPE OFWORK IS SINGULARLY DEFINED. YOUR SCOPE OF WORKIS DEFINED THROUGHOUT THE ENTIRE SET OFDRAWINGS AND SPECIFICATIONS AND IS NOT CONTAINEDIN JUST ONE SERIES OF DRAWINGS OR DIVISION OFSPECIFICATIONS. YOU MUST REVIEW THE ENTIRE SET OFCONTRACT DOCUMENTS TO DETERMINE YOUR SCOPE OFWORK.

8. THE DRAWINGS AND SPECIFICATIONS, INCLUDINGDRAWINGS PREPARED BY SPECIFIC ENGINEERINGDISCIPLINES (SUCH AS CIVIL, STRUCTURAL, MECHANICAL,ELECTRICAL, ETC.) ARE COMPLEMENTARY; ITEMS SHOWNIN ANY ONE LOCATION IN THE DRAWINGS SHALL BECONSIDERED TO BE REQUIREMENTS OF THE CONTRACTF O R C O N S T R U C T I O N . I N T H E E V E N T O F A NINCONSISTENCY BETWEEN THE DRAWINGS ANDSPECIFICATIONS, OR WITHIN EITHER DOCUMENT, THECONTRACTOR SHALL SEEK CLARIFICATION ORINTERPRETATION FROM THE ARCHITECT PRIOR TOBIDDING. WHERE INCONSISTENCIES ARE NOT CLARIFIEDPRIOR TO BIDDING, AND WHERE THE ACTUAL SOLUTIONOR INTENT CANNOT BE REASONABLY INFERRED, THECONTRACTOR SHALL PROVIDE THE BETTER QUALITY ORGREATER QUANTITY OF WORK.

9. MECHANICAL AND ELECTRICAL DRAWINGS SHOWINFORMATION IN A DIAGRAMMATIC FASHION WITHOUTDIMENSIONING. THE GENERAL CONTRACTOR IS TOCOORDINATE THE LOCATIONS OF ALL M.E. EQUIPMENTWITH RESPECT TO THE ARCHITECTURAL ANDSTRUCTURAL DETAILING OF SHAFTS, CHASES, ANDSUCH.

10. THE CONTRACTOR AND ALL SUB-CONTRACTORSSHALL VISIT THE SITE AND BECOME FAMILIAR WITH SITECONDITIONS AS THEY MAY AFFECT CARRYING OUT THEWORK AS DESCRIBED IN THESE CONTRACT DOCUMENTS.THE CONTRACTOR SHALL INVESTIGATE, VERIFY, AND BERESPONSIBLE FOR ALL CONDITIONS OF THE PROJECT,AND NOTIFY THE ARCHITECT OF ANY CONDITIONS THATREQUIRE MODIFICATION BEFORE PROCEEDING WITH THEWORK.

11. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR LOCATING AND PROTECTING ALL UTILITY LINES.LOCATIONS SHOWN ARE APPROXIMATE. REPAIR ALLDAMAGE TO UTILITY LINES CAUSED BY CONSTRUCTIONOPERATIONS AT NO COST TO THE OWNER.

12, CONTRACTORS ARE REMINDED THAT COORDINATINGTHE ROUTING OF THEIR WORK WITH OTHER TRADES ISESSENTIAL. ANY EXPENSE FOR THE REMOVAL ANDRELOCATION SHALL BE AT THE EXPENSE OF THECONTRACTOR AND NOT OF THE OWNER.

13. ALL PERSONS DIRECTLY OR INDIRECTLY ASSOCIATEDWITH THE PROJECT SHALL BE FAMILIAR WITH THE RULESAND REGULATIONS OF THE OCCUPATIONAL SAFETY ANDHEALTH ACT, AND IMPLEMENT THOSE RULES AS THEYAPPLY TO THIS PROJECT.

14. THE CONTRACTOR SHALL PROVIDE ALL MATERIALS,EQUIPMENT, LABOR, AND SERVICES NECESSARY TOCOMPLETE THE WORK.

15. ALL WORK PERFORMED SHALL BE IN ACCORDANCEWITH THE BUILDING CODE & LOCAL AMENDMENTS.

16. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR THE COORDINATION OF ALL TRADES AND THEPREVENTION OF CONFLICT BETWEEN ALL TRADES.

17. WHERE APPLICABLE, PRIOR TO BEGINNING ANYWORK, THE CONTRACTOR SHALL CONDUCT A WALKTHROUGH INSPECTION WITH THE OWNER TO DETERMINEIN WRITING THE CONDITION OF THE WORK ALREADY INPLACE. THE CONTRACTOR IS RESPONSIBLE FORREPAIRING OR REPLACING EQUIPMENT PRESENTLY INPLACE THAT IS DAMAGED DURING CONSTRUCTION.

18. CONTRACTOR SHALL SUBMIT CONFIRMATION OFORDERED MATERIALS OR ITEMS NECESSARY TOCOMPLETE THE PROJECT WITH PROJECTED DELIVERYDATE GREATER THAN FOUR WEEKS.

DRAWINGS AND DIMENSIONS1. DO NOT SCALE THE DRAWINGS. THE GENERALCONTRACTOR, SUBCONTRACTORS AND ALL EMPLOYEESON THIS PROJECT SHALL NOT SCALE THE DRAWINGS TODETERMINE DISTANCES NOT DIMENSIONED ON THEDRAWINGS. IF FURTHER DIMENSIONING IS REQUIRED ITSHALL BE REQUESTED IN WRITING BY THE GENERALCONTRACTOR AND ANSWERED IN WRITING BY THEARCHITECT.

2. THE ARCHITECT'S DIMENSIONS MUST BE THOROUGHLYEXAMINED AND VERIFIED BY THE CONTRACTORPREPARING THE PLAN FOR PROCURING AND PLACING THEWORK BECAUSE OF THE VARIABLE IN AVAILABLEPRODUCTS AND CONSTRUCTION TECHNIQUES. COLUMNGRIDS AND BUILDING LIMITS MAY BE USED LITERALLY ASLONG AS THEY HAVE BEEN VERIF IED BY THECONTRACTOR'S SURVEYOR.

3. ALL DIMENSIONS ON PLANS ARE TO FACE OF BLOCK ORTO FACE OF STUD UNLESS NOTED OTHERWISE.

4. DRAWINGS ARE PREPARED USING DIMENSIONS ANDPRODUCT CONFIGURATIONS OR DETAILS OF SPECIFICMANUFACTURERS (TYPICALLY THE FIRST MANUFACTURERLISTED UNDER "ACCEPTABLE MANUFACTURERS" IN THESPECIFICATIONS). DIMENSIONS AND DETAILS FOR SPECIFICPRODUCTS MAY CHANGE BEFORE THEY ARE ACTUALLYINCORPORATED INTO THE WORK, AND PRODUCTS BYOTHER MANUFACTURERS MAY ALSO BE ACCEPTABLE.THEREFORE, ACTUAL INSTALLATION DETAILS ANDDIMENSIONS MAY DIFFER FROM THOSE SHOWN.C O N T R A C T O R S H A L L V E R I F Y I N S TA L L AT I O NR E Q U I R E M E N T S F O R A L L P R O D U C T S T O B EINCORPORATED IN THE WORK (INCLUDING PARTITIONTHICKNESSES FOR RECESSED OR SEMI-RECESSEDPRODUCTS), AND IS RESPONSIBLE FOR ACCOMMODATINGAND COORDINATING CHANGES TO OTHER MATERIALS ORPRODUCTS THAT ARE NECESSARY BECAUSE OF THESEDIFFERENCES.

5. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLEFOR NOTIFYING THE ARCHITECT IMMEDIATELY SHOULDANY DISCREPANCIES BE FOUND IN THE DRAWINGS ANDSPECIFICATIONS.

6. THE GENERAL CONTRACTOR IS RESPONSIBLE FORCHECKING ALL FIELD CONDITIONS AND DIMENSIONS ASTHEY RELATE TO THIS PROJECT. SHOULD DISCREPANCIESEXIST BETWEEN THE WORK INDICATED AND ACTUAL FIELDCONDITIONS NOTIFY THE ARCHITECT PRIOR TOPROCEEDING WITH THE WORK.

7. ACTUAL CONTRACT LIMITS ARE TO BE DETERMINED BYTHE CONTRACTOR AND APPROVED BY THE OWNERBEFORE ACTUAL CONSTRUCTION WORK BEGINS. ANYINDICATION OF PROJECT LIMITS OR LINES OFDEMARCATION ARE SHOWN FOR THE CONVENIENCE OFTHE CONTRACTOR, AND ARE NOT TO BE TAKEN LITERALLY.

8. SEE GENERAL NOTES ON ALL 'A' SERIES DRAWINGS FORINFORMATION RELATED TO PLANS AND DETAILS ON THOSESHEETS.

9. THE TERM "ALIGN" REFERS TO LOCATING DIFFERENTCOMPONENTS OF CONSTRUCTION TO PROVIDE A FLUSHFINISH SURFACE.

10. THE CONTRACTORS SHALL VEIFY ALL DIMENSIONS,GRADES, PITCH AND OTHER CONDITIONS BY TAKINGMEASUREMENTS PRIOR TO ORDERING MATERIALS ORDOING WORK. DISCREPANCIES SHALL BE REFERRED TOTHE ARCHITECT FOR ADDITIONAL INSTRUCTIONS. THECONTRACTOR SHALL BE RESPONSIBLE FOR THESEMEASUREMENTS. NO CONSIDERATION WILL BE GIVEN TOANY CLAIM BASED ON DIFFERENCES BETWEEN THED R AW I N G S O R S P E C I F I C AT I O N S A N D A C T U A LMEASUREMENTS.

11. USE OF THE WORD "VERIFY" POINTS OUT A SITUATIONWHICH MUST BE CONFIRMED PRIOR TO PROCEEDING WITHTHE WORK, FABRICATION OF EQUIPMENT, OR ORDERINGMATERIAL. NOTIFY THE ARCHITECT OF ANY DISCREPANCY.

12. WHERE A DETAIL OR SECTION IS SHOWN FOR ONECONDITION, IT SHALL APPLY TO ALL LIKE OR SIMILARCONDITIONS OR LOCATIONS.

13. A DETAIL FOR EVERY CONDITION IS NOT PROVIDED,THERE ARE ADEQUATE DETAILS FOR SIMILAR AND LIKECONDITIONS THAT ARE TYPICAL IN NATURE AND SHALL BEUSED AS GUIDES FOR DETERMINING HOW SPECIFICCONDITION SHOULD BE CONSTRUCTED WHAT WILLPRODUCE RESULTS ACCEPTABLE TO THE ARCHITECT.

14. THE USE OF MATERIAL AND REFERENCE SYMBOLS FORMATERIAL IDENTIFICATION AND FOR KEYING LOCATIONSWHERE SECTIONS AND DETAILS ARE DRAWN AREPROVIDED AS A MATTER OF CONVENIENCE. THE LACK OFUSE OF A MATERIAL SYMBOL OR REFERENCE SYMBOL FORANY LOCATION SHALL NOT DELETE THE REQUIREMENTFOR CONSTRUCTION OF THAT CONDITION TO BE INACCORDANCE WITH THE DETAILS OR SECTIONS THATAPPLY TO OR ARE LIKE OR SIMILAR TO THAT CONDITION.

15. REFER TO THE ARCHITECTURAL REFLECTED CEILINGPLAN FOR EXACT LOCATIONS OF ALL CEILING FIXTURES.REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FORCOMPLETE CONSTRUCTION REQUIREMENTS.

16. ARCHITECTURAL, MECHANICAL, AND ELECTRICALDRAWINGS SHOW WHERE EXPOSED DUCTWORK IS TO BEINSTALLED AT A SPECIFIC ELEVATION IN A CONTROLLEDPATTERN. THE CONTRACTOR MUST RELY ON ALL OF THESEDISCIPLINES TO COMPLETE THE WORK AND SHOULDNOTIFY THE ARCHITECT OF ANY DISCREPANCIES.

17. THE GENERAL CONTRACTOR SHALL COORDINATE THEWORK OF ALL TRADES INSTALLING THEIR RESPECTIVEEQUIPMENT IN THE CEILING PLENUMS. MECHANICAL,ELECTRICAL, STRUCTURAL, AND FIRE SPRINKLERSYSTEMS ALL SHARE THIS SAME SPACE. EACH SUBCONTRACTOR IS TO REVIEW THE REQUIREMENTS OFTHEIR WORK WITH THE AWARENESS OF THE OTHERTRADES THAT NEED TO SHARE THESE SPACES AND MUSTNOT ASSUME THAT THEIR INSTALLATION HAS BEENCONSIDERED IN THE DESIGN AND SHOP DRAWINGS OF THEOTHER TRADES.

18. ALL DOORS TO BE LOCATED 4" OFF ADJACENT CMU ORMETAL STUD WALL UNLESS DIMENSIONED OTHERWISE ONTHE PLAN.

PARTITION NOTES1. PROVIDE AND INSTALL ALL BLOCKING STIFFENERS,BRACING, BACK-UP PLATES AND SUPPORTING BRACKETSREQUIRED FOR THE INSTALLATION OF ALL CASEWORKAND OF ALL FLOOR MOUNTED OR SUSPENDEDMECHANICAL AND ELECTRICAL EQUIPMENT.

2. COORDINATE METAL STUD GAUGE WITH PRE-APPROVED EQUIPMENT ANCHORAGE. WHERE ADISCREPANCY OCCURS, THE MORE STRINGENTREQUIREMENT SHALL GOVERN.

3. PROVIDE SOLID BLOCKING WITHIN PARTITIONS AT ALLLOCATIONS WHERE ITEMS WILL BE MOUNTED ONPARTITIONS INCLUDING, BUT NOT LIMITED TO:ACCESSORIES, CASEWORK TRIM, FLASHING, WALLMOUNTED EQUIPMENT, TACK/BULLETIN/MARKER BOARDS,ETC.

4. THERE SHALL BE NO BACK-TO-BACK ELECTRICALTELEPHONE, OR OTHER OUTLETS, EXCEPT WHERESPECIFICALLY SHOWN.

5. PROVIDE ACOUSTIC (SOUND) SEALANT AT NON-RATEDWALLS AND FIRE-RATED SEALANT AT SMOKE PARTITIONAND AS REQUIRED BY TEST NUMBER.

6. PROVIDE SLIP JOINT CONNECTIONS AT PARTITIONSTHAT EXTEND TO STRUCTURE ABOVE. PROVIDE BRACINGABOVE AS REQUIRED. REFERT TO STRUCTURALDRAWINGS AND TO SLIP JOINT DETAILS.

7. ASSUME LEVEL 4 FINISH FOR ALL GYPSUM BOARDPARTITIONS, UNLESS NOTED OTHERWISE.

8. IT IS THE INTENT OF THE DESIGN THAT ALL METAL STUDPARTITIONS BE OF SUFFICIENT WIDTH TO ADEQUATELYENCLOSE PIPING, CONDUITS, AND RECESSEDEQUIPMENT. NOTIFY THE ARCHITECT OF ANYDISCREPANCIES WITH THIS INTENT.

9. PROVIDE 24" X 24" ACCESS PANELS IN PARTITIONSWHERE REQUIRED FOR MECHANICAL EQUIPMENTEXCEPT WHERE SIZES ARE OTHERWISE NOTED.

CONSTRUCTION NOTES1. CONTRACTOR SHALL, DURING CONSTRUCTION,PROVIDE SURFACE SITE DEWATERING BY TEMPORARYDITCHING SUMPING OR OTHER APPROVED METHODS TOSTOP SURFACE WATER FROM RUNNING INTO FOOTINGTRENCHES AND OTHER EXCAVATIONS. TEMPORARYMEASURES SHALL BE MAINTAINED UNTIL PERMANENTDRAINAGE SYSTEMS (DITCHES, SWALES, CULVERTS,CATCH BASINS, ETC.) ARE INSTALLED. ALL WORKDAMAGED BY RAIN SHALL BE CORRECTED TO THEORIGINAL REQUIREMENTS OF THE CONTRACT DOCUMENTSWITHOUT ADDED EXPENSE TO THE OWNER.

2. IF APPLICABLE PER BUILDING CODE, ALL WOODBLOCKING SHALL BE FIRE-RETARDANT WOOD.

3. ALL WOOD MEMBER IN CONTACT WITH CONCRETE,MASONRY, OR IN WET LOCATIONS, INCLUDING FRAMING,BLOCKING, PLYWOOD OR OSB SHALL BE PRESSURETREATED. ALL EXTERIOR APPLICATIONS OF PRESSURETREATED WOOD (PT) TO BE KILN-DRIED AFTER TREATMENT"KDAT".

4. SEAL AROUND ALL PENETRATIONS THROUGH EXISTINGAND PROPOSED FIRE RATED PARTITIONS. PROVIDE ULAPPROVED FIRE STOP SYSTEM TO MEET REQUIREDRATING.

5. MAINTAIN RATING AT ALL BLOCKOUTS FOR ALL FIREEXTINGUISHERS AND TOILET ACCESSORIES THAT ARE TOBE INSTALLED IN RATED WALLS.

6. PROVIDE GYPSUM BOARD CONTROL JOINTS INPARTITIONS AND CEILINGS AT 30'-0" MAX. SPACING.COORDINATE TO MEET FIRE RESISTIVE RATINGS OF THEASSEMBLY, FIRESTOP JOINTS AT RATED PARTITIONS. SUB-CONTRACTOR MUST PROVIDE A SUBMITTAL FOR JOINTMATERIAL.

7. CAULK ALL JOINTS OR CRACKS WHICH OCCUR WHEREDISSIMILAR MATERIALS INTERSECT PERPENDICULAR TOEACH OTHER AND WHERE THE INTERSECTION IS EXPOSEDTO VIEW, UNLESS INDICATED OTHERWISE ON THEDRAWINGS.

8. FIREBLOCK ALL CONCEALED SPACES, SOFFITS, SHAFTS,CHASES AND CEILING AREAS PER REQUIREMENTS OF THEAPPLICABLE BUILDING CODE.

9. PROVIDE CONTINUOUS PERIMETER BUILDINGINSULATION AT ALL EXTERIOR WALLS FROM SLAB TO ROOFDECK.

10. THE ARCHITECTURAL AND STRUCTURAL DRAWINGSBOTH DESCRIBE VARIOUS FLOOR SLAB SLOPEREQUIREMENTS, RECESSES, AND EDGE CONDITIONS. USEBOTH SETS OF DRAWINGS WHEN INSTALLING THE FLOORSLAB.

11. GROUT CMU CENTER SCORE JOINT SIMILAR TO OTHERADJACENT JOINTS.

12. WHERE APPLICABLE, CMU JOINTS SHALL BE SHALLOWCONCAVE JOINTS IN ALL TOILET ROOMS.

13. CONTRACTOR SHALL PREPARE MASONRY WALLS TOMEET AL REQUIREMENTS OF THE FINISH INSTALLER ANDMANUFACTURER TO ENSURE THAT ALL MATERIAL ANDINSTALLATION WARRANTIES WILL BE IN EFFECT.

14. TRUSS MESH GALVANIZED JOINT REINFORCING MAYNOT BE SHOWN IN SOME DETAILS FOR CLARITY. IT SHALLBE INSTALLED IN ALL CMU JOINTS WHETHER SHOWN ORNOT.

15. ALL FLASHING IS TO BE OVERLAPPED AT JOINTS 4"MINIMUM AND SEALED WATERTIGHT.

16. CONTRACTOR SHALL ARRANGE FOR ARCHITECT TO BEPRESENT TO OBSERVE ALL FLASHING INSTALLATION PRIORTO BEING COVERED BY NEW CONSTRUCTION.

17. ALL VERTICAL AND HORIZONTAL PIPES, CONDUITS,DUCTS, ETC. IN FINISHED ROOMS OR AREAS THROUGHOUTTHE BUILDING SHALL BE FURRED IN TO MATCH THE ROOMFINISH, UNLESS OTHERWISE NOTED.

18. WHERE MECHANICAL WORK PENETRATES ANYCOMPONENT OF A FIRE-RATED ASSEMBLY, PROVIDE THEAPPROPRIATE FIRE AND/OR SMOKE DAMPERS. IF IT IS NOTCLEAR WHETHER DUCTWORK PENETRATES A PORTION OFTHE RATED ASSEMBLY, OBTAIN CLARIFICATION FROM THEARCHITECT PRIOR TO BIDDING. SEAL AROUND ALLPENETRATIONS THROUGH PROPOSED FIRE RATEDPARTITIONS. PROVIDE UL APPROVED FIRESTOP SYSTEM TOMEET REQUIRED RATING.

19. IF APPLICABLE PER BUILDING CODE, THE FIRESPRINKLER SYSTEM WILL BE DESIGNED BY THEI N S TA L L I N G S U B - C O N T R A C TO R . T H E G E N E R A LCONTRACTOR SHALL COORDINATE LAYOUT, CLEARANCES,AND LOCATION OF HEAD HEIGHTS WITH THE STRUCTURE,MECHANICAL DUCTWORK, ELECTRICAL LIGHTING,DRAINAGE PIPING, AND THE ARCHITECTURAL REFLECTEDCEILING PLANS. THE SPRINKLER DESIGN MUST BECOORDINATED WITH THE PROVIS IONS OF ALLENGINEERING AND ARCHITECTURAL DOCUMENTS ANDSHOULD NOT RELY SOLEY ON ONE SERIES OF DRAWINGSOR ONE DISCIPLINE. CONTRACTOR SHALL ADJUST OR ADDFIRE SPRINKLER HEADS TO ACCOMODATE PARTITIONLAYOUT. HEAD SPACING AND PLACEMENT SHALL MEETCODE REQUIREMENTS. SUB-CONTRACTOR SHALLCOORDINATE ANY SPRINKLER HEAD LAYOUT CONFLICTSWITH THE ARCHITECT.

20. IF APPLICABLE, AT RAINSCREEN PANEL INSTALLATIONUSE HORIZONTAL STRAPPING AS REQUIRES PERMANUFACTURER'S RECOMMENDATION WHERE DENSGLASSOR GYP BOARD IS USED AS EXTERIOR SHEATHING.

3'-4

"1'

-3"

2'-9

"

5'-4

"

8"

6'

5'-4

"

1'-3

"2'

-9"

4'

3'-7

15/

16"

1'-6

"6'

1'-8" VARIES

3'-2

"

3'-2

"

2'-1

0"

2'-5

"

4'4'4'

1'-6"

2'-5

"

2'-1

0"

1'-5"

3" MAX.

1'-6" MAX

7 15/16" CLEAR MIN.

2'-5

"

2'-1

0"

1'-6" 1'-6"

3'-8

"

17" -

19"

2'-3

"

1'-7

"

17" -

19"

6'-8

"

6'

1'-5

"

3'-8

"

2'

6'-4

"3'

-4"

4' M

AX

. 2'-9

"

1'-5

15/

16"

7'-4

" OR

AS

NO

TED

VARIES

7'

2'3'

STA

ND

AR

D

5'-1

1 15

/16"

3'-1

1 15

/16" 1'-3"

3'-2

"

4" 1'-6

"

4'-6

"

4' T

O C

OIN

SLO

T

2'-3

"

2'-3

1/1

6"3'

2'-3

1/1

6"3'3'

-3" M

IN. 5'-4

"

5' 5'

7'

6'-8

"

4'-6

"1'

1'-5

15/

16"

3'

2'-6"

1'-3"

2'-5

"

2'-1

0"

1'-6"

6" 3'

3'7" - 9"

1'-6"

2'-3

"

3"

3'1' 3'-6"

LAV

SOAP DISH

*48" A.F.F. MAX

*15" A.F.F. MIN

SOAPDISPENSER

SNDU SND SEAT COVERDISPENSER

TOWEL DISPENSEROR MULTIPURPOSE UNIT

TOWEL DISPENSERAND WASTE

RECEPTACLE

WASTERECEPTACLE

SHOWERCURTAIN ROD

HOOKS

*48" A.F.F. MAX

*15" A.F.F. MIN

SHELF(ABOVE)

MAIL SLOT(BELOW)

TOWEL BARAND SHELF

TOWEL BAR BARRIER FREESHELF OR

PURSE SHELF

FULL LENGTHMIRROR AND

BARRIER FREEMIRRORS

B.F. MIN.

B.F.

MIN.

B.F.

MAX. B.

F. MA

X.

MIRROR,MIRROR AND SHELF,OR TILTED MIRROR

B.F.

MAX.

B.F.

MAX.

B.F.

MIN.

MIRROR ANDVANITY COUNTER

BABY CHANGINGSTATION

B.F.

MAX.

BARRIER FREEHOOKS

CUPDISPENSER

FACIAL TISSUEDISPENSER

HAND DRYER ASH TRAY

LAVATORY

MIN.

MIN. MA

X.

MIN.

MIN. MA

X.

VANITY URINAL

MIN. MIN.

MAX.

MIN.

- MAX

.DI

M. T

O TO

P OF

SEA

T

WATER CLOSET TOILET PAPERHOLDER

MIN.

TOILET TISSUEDISPENSER

MIN.

- MAX

.

BARRIER FREESHOWER SEAT

TO S

HELF

IN C

ABIN

ET

BARRIER FREEMEDICINE CABINET

MEDICINE CABINET MOP STRIPAND SHELF

BARRIER FREEURINAL

MAX.

MAX.

STANDARDURINAL

SHOWER HEADAND VALVES

LIGHT SWITCH FIRE ALARMPULL BOX(ABOVE)

DUPLEX OUTLET(BELOW)

BOTT

OM O

F OU

TLET

MIN.

THERMOSTAT ELEVATORPUSH BUTTONS

ELECTIC DUPLEX,CABLE OR DATA

OUTLET

CLOCK WALL SPEAKER SIGNAGE CHALKBOARD, TACKBOARD,MARKER BOARD, SMART PANEL

OR PULL DOWN PROJECTION SCREEN

2'-10

" BAR

RIER

FRE

E

MAX.

MIN.

BARRIER FREEHANDHELD

SHOWER HEADAND CONTROLS

1'-2"

BF

4'-0"

BAR

RIER

FRE

E

PAYTELEPHONE

MIN.

TELEPHONESHELF

WALL MOUNTEDOR EMERGENCY

TELEPHONE

DRINKING FOUNTAINOR E.W.C.

HIGH-LOWDRINKING FOUNTAIN

OR E.W.C.

FIRE EXTINGUISHERCABINET

FIRE VALVECABINET

FIRE HOSE RACKOR VALVE

MIN.MA

X.

MIN.MA

X.

BF H

ANDL

E HE

IGHT

FIRE EXTINGUISHERAND WALL BRACKET

WALL CABINET

4'-6"

BAR

RIER

FRE

E MA

X.

ELECTRICPANEL

COAT ROD ANDHAT SHELF (ABOVE)

BOOT RACK (BELOW)

MAX.

DOORHARDWARE

BF MIN.

MIN.

MIN. MA

X.

LAVATORYWATER CLOSETWATER CLOSET

WALL ANDBASE CABINETS

STEP 1START WITH ROUGHOPENING SIZED INACCORDANCE WITHWINDOW OR DOORMANUFACTURER'SREQUIREMENTS.

REFERENCE AIR SEALINGDETAILS FOR PROPERINSTALLATION OF WALLSHEATHING TO WALLFRAMING.

INSTALL HOUSE WRAP INSHINGLE/ OVERLAPPINGFASHION WITH APPROVEDFASTENERS. ALIGN ANDTAPE ALL FASTENERS ANDPUNCTURES. HOUSEWRAP TO EXTENDCONTINUOUSLY OVERWINDOW OPENING.

STEP 2MAKE MODIFIED "I" CUT INHOUSE WRAP CENTEREDON WINDOW OPENINGBEYOND.CUT ALONG SOLID LINE,FOLD IN AT DASHED LINE.

STEP 3FOLD IN HOUSE WRAPAND SECURE TO INTERIORSIDE OF WALL WITHAPPROVED FASTENER.

FOLD UP HEAD FLAP ANDTEMPORARILY SECUREWITH TAPE.

INSTALL WOOD BACKDAM.

STEP 4INSTALL FIRST PIECE OFADHESIVE-BACKEDFLASHING MEMBRANE.

INSTALL SECOND PIECEOF ADHESIVE BACKEDSILL FLASHINGMEMBRANE. OVERLAPPRIOR FLASHING.

INSTALL CORNERFLASHING PATCHES ATSILL.

ALTERNATE: INSTALLPREFABRICATED METALOR PLASTIC WINDOW PAN.

STEP 5INSTALL WINDOW PLUMB,LEVEL AND SQUARE PERMANUFACTURER'SINSTRUCTIONS.

PROVIDE AIR SEALING INCOMPLIANCE WITH NOTESAND MANUFACTURER'SINSTRUCTIONS.

STEP 6INSTALL ADHESIVEBACKED JAMB FLASHINGFIRST, OVERLAPPINGNAILING FIN (IFAPPLICABLE.)

INSTALL ADHESIVEBACKED HEAD FLASHING,OVERLAPPING NAILINGFIN (IF APPLICABLE) ANDJAMB FLASHING.

STEP 7FOLD DOWN HEAD HOUSEWRAP.

STEPS FOR FLASHING A FLANGED WINDOWUSING HOUSEWRAP AS A DRAINAGE PLAN

STEP 8APPLY ADHESIVE BACKEDCORNER PATCHES ATHEAD AT SEAMS AND ANYPERFORATIONS.

STEP 9INSTALL WINDOW TRIMBOARDS PER DETAILS.UNLESS NOTEDOTHERWISE, ALLSURFACES, INCLUDINGCUTS AND ENDS, TO BECOATED.

INSTALL CAP FLASHINGOVER AND PAST WINDOWTRIM.

APPLY ADHESIVE BACKEDMEMBRANE STRIP OVERFLASHING ANDFASTENERS AND EXTENDPAST FLASHING ON ENDS.

APPLY SHEATHING TAPEOVER MEMBRANE STRIPAND EXTEND PAST.

2 GENERAL ADA NOTESA.03

3 GEN. BLDG WRAP OPENING INSTRUCTIONSA.03

DESCRIPTION


MARK DATE

CD

SHEET NO.

A.04



PROJECT TITLE

SHEET TITLE

FIRST FLOOREXISTING &DEMOLITIONPLANS




REMOVE EXISTING BRICK CURB TO ALLOW FOR EXPANDED SLAB

REMOVE ALL TREES BEHIND PROPOSED CARPORT

REMOVE PLANTING BED

REMOVE TREE

REMOVE EXISTING BRICK CURB TO ALLOW FOR EXPANDED SLAB

COORDINATE ADJUSTMENTS TO ELECTRONIC GATE AND SENSORS WITH OWNER

REMOVE EXTERIOR SECURITY LIGHT IN EAVE

COORDINATE RELOCATION OF EXISTING PORTABLESTORAGE BUILDING WITH OWNER

REMOVE & INFILL EXISTING WINDOW

REMOVE EXIST. BRICK CURB

REMOVE SHINGLES AS NEC. FOR NEW WING WALL (SEE FIRST FLOOR PLAN)

REMOVE SHINGLES & SHEATHING AS NEC. FOR INT. OF NEW WALL (SEE FIRST FLOOR PLAN)

REMOVE SHINGLES & SHEATHING AS NEC. FOR INT. OF NEW WALL (SEE FIRST FLOOR PLAN)

CUT BACK ROOF & SOFFIT FRAMING TOREAR EDGE OF INTEGRATED GUTTER

REMOVE SHINGLES @ NEW STORAGE AREA

EXIST. ROOF OVERHANG REMAINS TOEDGE OF NEW WALL FRAMING (SEE PLAN)

REMOVE SOFFIT FINISH TO WALL

N.I.

C.

N.I.

C.

N.I.

C.

N.I.

C.

NATURAL GASENTRY

& METER

REMOVE PLANTING BED

N.I.

C.

N.I.

C.

N.I.

C.

N.I.

C.

NATURAL GASENTRY

& METER

SCALE: 1/4" = 1'-0"

FIRST FLOOR DEMOLITION PLANNORTH

SCALE: 1/4" = 1'-0"

EXISTING FIRST FLOOR PLANNORTH

DESCRIPTION


MARK DATE

CD

SHEET NO.

A.05



PROJECT TITLE

SHEET TITLE

FOUNDATIONPLAN




SLO

PE

SLO

PE

SLO

PE SLOPE

2' 9'-10 1/4" 10' 10'-4" 1'-4 3/4"

2'

8'

2'

10

'-8

1/4

"2

'-7

"

25

'-3

1/4

"

5 1/2" 2' 1'-2 3/4"

1'-

1 1

/4"

2'

8'

2'

10

'-8

1/4

"2

'-7

"

33'-7"

0'-0" TOP OF EXIST. GARAGE SLAB

0'-0" TOP OF FTG0'-8" TOP OF FTG1'-4" TOP OF FTG2'-0" TOP OF FTG

2'-0" TOP OF FTG

1'-10" TOP OF TROUGH

MOUTH OF TROUGH FLUSH W/SLAB

0'-0" (MATCH GARAGE SLAB ELEV.)

EXISTING GARAGE FOUNDATION (V.I.F.)

OUTSIDE FACE OF NEW FOUNDATION ALIGNS VERTICALLY W/OUTSIDE FACE OF NEW ROUGH FRAMING ABOVE

DRILL & EPOXY NEW REBAR 8" INTO EXIST. GARAGE FOUNDATION

24"x24"x12" FOOTINGS @ STEELCOLUMN LOCATIONS (SEE STRUCTURAL

PLAN) W/(4) #4 STEEL REINFORCINGBARS EACH WAY (3" FROM BOTTOM)


PLAN) W/(4) #4 STEEL REINFORCINGBARS EACH WAY (3" FROM BOTTOM) -

SEE BUILDING SECTIONS & DETAILS


PLAN) W/(4) #4 STEEL REINFORCINGBARS EACH WAY (3" FROM BOTTOM)


PLAN) W/(4) #4 STEEL REINFORCINGBARS EACH WAY (3" FROM BOTTOM) -

SEE BUILDING SECTIONS & DETAILS

POURED CONCRETE FOUNDATION TO 12" BELOW GRADE W/#4CONTINUOUS REINFORCING BARS 3" FROM BOTTOM @ 16" O.C. ACROSS

WIDTH AND 3/8" THREADED ANCHOR BOLTS @ WALL CENTERLINES(SEE FLOOR PLAN) 8" INTO CONCRETE @ 32" O.C. AND AT CORNERS

POURED CONCRETE FOOTING WILL BEREVEALED ±6" ABOVE GRADE AT THIS

LEVEL

POURED CONCRETE DRAINAGETROUGH (SLOPE TO CENTER & TOWARD

MOUTH @ MIN. 1/8" PER 1'-0")

TRENCH FOOTING STEPSTRENCH FOOTING STEPSFOUNDATION STEPS (SEE DETAILS)

NEW 5" CONCRETE SLAB (MATCH EXIST.AGGREGATE & COLOR) W/6" STEEL MESH

REINFORCEMENT

NEW 5" CONCRETE SLAB (MATCHEXIST. AGGREGATE & COLOR) W/6"STEEL MESH REINFORCEMENT

POURED CONCRETE FOUNDATION WILL BE REVEALED ABOVE GRADE (HGT VARIES)

INSIDE EDGE OF FOOTINGREVEALED AS CURB WITHINNEW CARPORT

POURED CONCRETE FOUNDATION TO 12" BELOW GRADE W/(2) #4CONTINUOUS REINFORCING BARS @ BOTTOM (3" COVER) AND

3/8" THREADED ANCHOR BOLTS @ WALL CENTERLINE (SEEFLOOR PLAN) 8" INTO CONCRETE @ 32" O.C. AND AT CORNERS

EXPANSION JT MATERIAL @NEW/OLD SLAB INT. (TYP)

SLOPE NEW SLAB TO MEET EXIST.

N.I.

C.

N.I.

C.

N.I.

C.

N.I.

C.

EXISTING CONCRETE PARKING MAT

C LLC

LCLC

STEEL POSTCENTER LINE

STEEL POSTCENTER LINE

BR

EA

K L

INE

BR

EA

K L

INE

EX

IST

. FO

UN

D.

1A.09

1A.09

2A.09

2A.09

P.O.B.

SCALE: 1/4" = 1'-0"

BASEMENT/FOUNDATION PLANNORTH

DESCRIPTION


MARK DATE

CD

SHEET NO.

A.06



PROJECT TITLE

SHEET TITLE

FIRST FLOORPLAN




SLO

PE

5" 34'-4 3/4"

3 1/2" 1'-1 1/4" 30'-2 1/4" 2'-9 3/4"

3 1/

2"±

21'-6

1/4

"3

1/2"

2'-0

"3

1/2"

3 1/2" 3'-1" 6'-2" 3'-10" 6'-2" 3'-10" 6'-2"

±24

'-4 3

/4"

1 1/

2"10

'-0"

1A.09

1A.09

2A.09

2A.09

4A.11

2A.10

3A.10

1A.10

FACE OF EXISTING WALL FINISH (V.I.F.)

SLOPED THRESHOLD AT CARPORT ENTRANCE

BREAK THRESH. 8" AT EXIST/NEW SLAB LOCATION(FOR DRAINAGE)

WALLS ARE 2x4 STUDS @ 16" O.C.

MATCH NEW DRIVEWAY SLAB & AGGREGATE TO EXIST.

POINT OF BEGINNING IS OUTSIDECORNER OF EXISTING GARAGESTRUCTURAL FRAMING

STEEL POST FOOTINGS BELOW (SEE FOUND. PLAN)

3" DIA. STEEL PIPE COLUMN (TYP) - SEE STRUCTURAL PLAN

DROPPED STEEL W-SECTION BEAM - SEESTRUCTURAL PLAN

NEW DRAINAGE TROUGH BTWN NEW SLAB/FOOTINGS & EXIST. BRICK GARDEN WALL

NEW DRAINAGE TROUGH FLUSHES OUT W/NEW SLAB

INFILL @ REMOVED WINDOW LOCATION

EXISTING BRICK GARDEN WALLEXISTING BRICK GARDEN WALL

INTENT IS TO MATCH STRUCTURAL WIDTH OF EXIST. GARAGE

DOWNSPOUT FROM GUTTER ABOVE (SEE ROOF PLAN)DUMPS TO DRAINAGE TROUGH

SINGLE STUD WALL *DOES NOT* HAVE ANGLED EXTERIOR TO MATCH EXISTING

DROPPED STEEL W-SECTION BEAM- SEE STRUCTURAL PLAN

DIM. TO OUTSIDE FACE OF FOOTING

N.I.

C.

N.I.

C.

N.I.

C.

N.I.

C.

F.D.F.D.

NATURAL GASENTRY

& METER

NE

W S

LA

BE

XIS

T. S

LA

B

NE

W S

LA

BE

XIS

T. S

LA

B

3-CAR CARPORT

FLUSH

R.O. R.O. R.O.

DN DN DN

P.O.B.

5A.11

NEW STUD WALL ALIGNS WITH STRUCTURAL STUD WALL IN EXIST. GARAGE

6'-0" W x 6'-8" HDOUBLE SWING DOOR

(BY BUILDER)


(BY BUILDER)


(BY BUILDER)

STORAGE

ALIGN

SCALE: 1/4" = 1'-0"

FIRST FLOOR PLANNORTH

DESCRIPTION


MARK DATE

CD

SHEET NO.

A.07



PROJECT TITLE

SHEET TITLE

ROOF PLAN




SLO

PE

1/4

":1

'-0

"

SLO

PE

1/4

":1

'-0

"

SLO

PE

1/4

":1

'-0

"

1A.09

1A.09

2A.09

2A.09

2A.10

3A.10

1A.10

P.O.B.

5" BOX GUTTER AT ROOF DRAINS VIA DOWNSPOUT TO TROUGH BELOW

DOWNSPOUT TO DRAINAGE TROUGH BELOW

EPDM ROOF MEMBRANEEPDM ROOF MEMBRANE

STOP & SEAL EXIST. INTEGRATED GUTTER AT EDGE OF NEW CONSTRUCTION

NEW FLASHING AT INT. OF EXISTING ROOF &NEW ROOF WHERE INTEGRATED GUTTER

HAS BEEN REMOVED (SEE DETAILS)

COPPER PARAPET CAP

TAPERED BLOCKING AT CORNER TO PREVENT POOLING

BROKEN COPPER ROOF ABOVE CROWN MOULDING (SEE DETAILS)

STOP & SEAL EXIST. INTEGRATED GUTTER AT EDGE OF NEW CONSTRUCTION

N.I.

C.

N.I.

C.

N.I.

C.

N.I.

C.

SCALE: 1/4" = 1'-0"

ROOF PLANNORTH

DESCRIPTION


MARK DATE

CD

SHEET NO.

A.08



PROJECT TITLE

SHEET TITLE

CEILING /ROOFFRAMINGPLAN




1A.09

1A.09

2A.09

2A.09

BEARING WALL BELOW (TYP. INDICATION)

RAFTER CLIP TO PLATE/BEAM BELOW (TYP. INDICATION)

DROPPED W14x22 BEAM

DROPPED W14x22 BEAM

2x8 RAFTERS @

16" O.C

.

NOTE: SISTER 2x MATERIAL TO RAFTERS TOPROVIDE NAILING FOR LEVEL FINISH CEILINGIN CARPORT BELOW (SEE SECTIONS)

SCALE: 1/4" = 1'-0"

ROOF STRUCTURAL PLANNORTH

DESCRIPTION


MARK DATE

CD

SHEET NO.

A.09



PROJECT TITLE

SHEET TITLE

BUILDINGSECTIONS




2A.11

3A.11

STORAGE WALL ASSEMBLY (CARPORT INTERIOR):

1. VERTICAL V-GROOVE PT WOOD T&G PLANK (ALT: V-GROOVEMILLED COMPOSITE PLANK), ON

2. BUILDING FELT, LAID UP SHINGLE STYLE (6" OVERLAP) TOFORM A CONTINUOUS, SELF-FLASHING DRAINAGE PLANE, ON

3. 1/2" EXTERIOR GRADE BUILDING SHEATHING, ON

4. 2x4 WALL ASSEMBLY @ 16" O.C. (PT WHERE IN CONTACT WITHCONCRETE), WITH

5. 1/2" PLYWOOD WALL SHEATHING (ON INTERIOR).

STORAGE WALL ASSEMBLY (EXTERIOR):

1. 5" REVEAL CEDAR LAP SIDING (INTENT TO MATCHEXISTING SHINGLE REVEAL HGT), ON

2. DRAINAGE MATRIX UNDERLAYMENT, LAID UP SHINGLESTYLE PER MANUFACTURER INSTRUCTIONS TO FORM ACONTINUOUS, SELF-FLASHING DRAINAGE PLANE, ON

3. 1/2" EXTERIOR GRADE BUILDING SHEATHING, ON

4. 2x4 WALL ASSEMBLY @ 16" O.C. (PT WHERE IN CONTACTWITH CONCRETE), WITH

5. 1/2" PLYWOOD WALL SHEATHING (ON INTERIOR).

INFILLED EXIST. WINDOW SHOWN DASHED

EXT. GRADE BUILDING SHEATHING WHERESTORAGE ROOM MEETS EXISTING GARAGE

WALL ASSEMBLY

POURED CONCRETE FOUNDATION(SEE FOUNDATION PLAN)

EXIST. EAVE ASSEMBLY (BEYOND)RAFTER CLIPS (SEE STRUCTURAL PLAN)

2x MAT'L AS REQ'D TO PROVIDE LEVEL NAILING FOR FINISH CEILING

5/8" EXT. GRADE SHEATHING ATSTORAGE CEILING

3/8" THREADED ANCHOR BOLTS (PERFOUNDATION PLAN) @ 32" O.C. & AT CORNERS

BLOCKING AT CORNER - SEE ROOF PLAN

INFILL SHINGLES AND MOULDINGAT REMOVED WINDOWINFILL SHINGLES AND MOULDINGAT REMOVED WINDOW

2x8 RAFTERS @ 16" O.C.

ROOF PITCH: 1/4" PER 1'-0"

STEEL BEAM BEARING HGT: 8'-9"

RAFTER BEARING HGT: 10'-5 5/8"RAFTER BEARING HGT: 10'-3"RAFTER BEARING HGT: 10'-0"

RAFTER BEARING HGT: 9'-11 1/2"

EXIST. GARAGE SLAB: 0'-0"

1A.11

5A.11

4A.11

±7'

-6 3

/16"

8'-8 1/4"

8"

8"6'

-8 1

/4"

1'-1

3/4

"

EQ.

CARPORT ROOF ASSEMBLY:

1. 60 MIL EPDM SELF-ADHERED ROOF MEMBRANE, LAID UPSHINGLE-STYLE PER MANUFACTURER INSTRUCTIONS, TO FORMA CONTINUOUS, SELF-FLASHING DRAINAGE PLANE, ON

2. 3/4" EXTERIOR GRADE T&G ROOF SHEATHING WITHMEMBRANE MAN. APPROVED FASTENERS, ON,

3. 2x8 RAFTERS @ 16" O.C., WITH

4. 2x MATERIAL AS NEC. TO PROVIDE A LEVEL NAILING SURFACE,FOR

5. 1x4 V-GROOVE T&G PT PLANK (ALT: MILLED COMPOSITEBOARD) FINISH BOARDS, WITH

6. EXTERIOR RATED ALKYD PRIMER & PAINT.

EXIST. EAVE ASSEMBLY & SOFFIT FRAMINGEXIST. EAVE ASSEMBLY & SOFFIT FRAMING

T&G V-GROOVE PLANK (ALT: MILLED COMPOSITE)BOARD FINISH

COPPER PARAPET CAP

5/4 PT WOOD (ALT: MILLED COMPOSITE) PLANKFINISH WRAP (W-SECTION BEAM WITHIN)

T&G V-GROOVE PLANK (ALT: MILLED COMPOSITE) BOARD FINISH 5/4 BEADED EDGE PLANK TRIM (MATCH EXISTMOULD WIDTH @ WALL INT.)

5/4 BEADED EDGE PLANK BASE MOULD(MATCH COLUMN BASE HGT)

5/4 BEADED EDGE PLANK

CARPORT WALL ASSEMBLY (EXTERIOR):

1. 5" REVEAL CEDAR LAP SIDING (INTENT IS TO MATCHREVEAL HGT OF EXIST. SHINGLES), ON

2. DRAINAGE MATRIX UNDERLAYMENT, LAID UP SHINGLESTYLE PER MANUFACTURER INSTRUCTIONS TO FORM ACONTINUOUS, SELF-FLASHING DRAINAGE PLANE, ON

3. 1/2" EXTERIOR BUILDING SHEATHING, ON

4. 2x4 WALL ASSEMBLY @ 16" O.C. (PT WHERE IN CONTACTWITH CONCRETE), WITH

5. 1/2" PLYWOOD WALL SHEATHING (ON INTERIOR), WITH

6. 1x4 V-GROOVE PT WOOD (ALT: MILLED COMPOSITE)PLANK INTERIOR FINISH, WITH

7. EXTERIOR RATED ALKYD PRIMER & PAINT.

SCALE: 1/2" = 1'-0"

2 NORTH / SOUTH SECTIONA.09

SCALE: 1/2" = 1'-0"

1 EAST / WEST SECTIONA.09

DESCRIPTION


MARK DATE

CD

SHEET NO.

A.10



PROJECT TITLE

SHEET TITLE

EXTERIORELEVATIONS




1'-6

"4'

-5"

EXISTING BRICK GARDEN WALL

ALIGN DOOR HANDLES @ 4'-5"

FLUSH BOLT ON LEFT LEAF (TYP)

BLACK DOOR HANDLES AND LOCKS (COORD. W/ARCHITECT)

DEADBOLT ON RIGHT LEAF (TYP)

5/4 PT WOOD PILASTER TREATMENT

PT WOOD (ALT. PVC) PILASTER TRIM (COORD. W/ARCHITECT)

COPPER PARAPET CAP

5" REVEAL CEDAR LAP SIDING

COPPER ROOF FLASHING

BEADED EDGE 1x6 BASE MOULD

1x4 V-GROOVE PT WALL FINISH (ALT: MILLED COMPOSITE PLANK)

5" REVEAL (MATCH EXIST. SHAKE REVEAL) CEDAR LAP SIDING

PT (ALT. PVC) CROWN MOULDING (COORD. W/ARCHITECT)

PT WOOD TRIM BAND

BEADED EDGE PT 1x4 DOOR CASING

N.I.

C.

N.I.

C.

EXISTINGNEW

±0"GARAGE SLAB

COPPER PARAPET CAP

5" REVEAL CEDAR LAP SIDING

5" BOX GUTTER

EPDM ROOF MEMBRANE

DOWNSPOUT TO DRAIN TROUGH

EXPOSED CONCRETE FOUNDATION

TAPERED BLOCKING AT THIS CORNER OF ROOF (HIDDEN BY EXIST. EAVE)

N.I.

C.

N.I.

C.

EXISTING NEW

±0"GARAGE SLAB

COPPER PARAPET CAP

5" REVEAL CEDAR LAP SIDING (INTENTTO MATCH EXIST. SHINGLE REVEAL)

COPPER ROOF FLASHING

5/4 PT WOOD PILASTER TREATMENT

PT WOOD (ALT. PVC) PILASTER TRIM (COORD. W/ARCHITECT)

PT WOOD (ALT. PVC) TRIM(COORD. W/ARCHITECT)PT WOOD (ALT. PVC) TRIM(COORD. W/ARCHITECT)PT WOOD (ALT. PVC) TRIM(COORD. W/ARCHITECT)

CONCRETE DRAINAGE TROUGH (SHOWN IN PROFILE)

5" BOX GUTTER

DOWNSPOUT TO DRAINAGE TROUGH

SCALE: 1/4" = 1'-0"

3 SOUTH ELEVATIONA.10

SCALE: 1/4" = 1'-0"

2 NORTH ELEVATIONA.10SCALE: 1/4" = 1'-0"

1 WEST ELEVATIONA.10

DESCRIPTION


MARK DATE

CD

SHEET NO.

A.11



PROJECT TITLE

SHEET TITLE

DETAILS




6"4"

PULL BACK EXIST. SHINGLE ROOF TO ALLOW EPDMMEMBRANE TO RUN BENEATH EDGE - NOTE: DO NOT FASTEN

LAST ROW OF SHINGLES THROUGH EPDM MEMBRANE

MANUFACTURER APPROVED EPDM FASTENERS & SEALANT

EPDM RUNS 6" UNDER SHINGLE ROOF

INSERT 1/2" BACKER ROD BENEATH EPDM @CORNER (ACCOUNTS FOR MOVEMENT)

UPPER LAYER OF EPDM RUNS 4" MIN. ONTO LOWER LAYER

1" 6" 1" 8" 2 1/4"

4"1

1/4"

±1'

-5 1

/4"

5"

1'-6

1/4

"3/4"

V.I.F

.

ALIGN EDGE OF COPPER ROOF VERTICALLY WITH EXISTING (BEYOND)

BROKEN COPPER WRAP

W14x22 STEEL BEAM (SEE STRUCTURAL PLAN)

ALIGN BOTTOM EDGE OF CROWN MOULD WITH BOTTOM EDGE OF EXIST.

1"x1" COVE MOULD

COPPER RUNS 4" UP PARAPET WALL BEHIND DRAINAGE WRAP

COPPER PARAPET CAP

DRAINAGE MATRIX WRAP

EPDM RUNS OVER TOP OF PARAPET

412 5" BOX GUTTER

EPDM ROOF MEMBRANE

BROKEN METAL FLASHING

MEMBRANE ADHESIVE SEAM FLASHING

3/4" EXTERIOR GRADE T&G ROOF SHEATHING(W/ROOF MEMBRANE MAN. APPROVED

FASTENERS TO RAFTERS BELOW)

DRAINAGE MATRIX WRAP

CEDAR LAP SIDING

1'6"

2'2'

1'6"

45°

(4) #4 STEEL REINFORCING BAR EACH WAY(4) #4 STEEL REINFORCING BAR EACH WAY

6" STEEL MESH REINFORCEMENT

NEW SLAB SLOPES TO MEET EXIST.


6" STEEL MESH REINFORCEMENT

EXPANSION JOINT MATERIAL

STEEL POSTC.L.

STEEL POSTC.L.

EX

IST

. GA

RA

GE

FO

UN

DA

TIO

N

2'

MAT

CH

EX

IST. 2'

1'-0" BELOW SLAB

SLAB DEPTH

2'-0" ABOVE EXIST. GARAGE SLAB

45°

6" STEEL MESH REINFORCEMENT6" STEEL MESH REINFORCEMENT

(4) #4 STEEL REINFORCING BAREACH WAY

(4) #4 STEEL REINFORCING BAREACH WAY

3/8" THREADED ANCHOR BOLTS


EXPANSION JOINT MATERIAL

(2) #4 REINFORCING BARS CONT.

(2) #4 REINFORCING BARS CONT.

EX

IST

. GA

RD

EN

WA

LL

FO

UN

DA

TIO

N

STEEL POSTC.L.

STEEL POSTC.L.

SCALE: 3" = 1'-0"

1 EXIST / NEW ROOF INT.A.11 SCALE: 1 1/2"= 1'-0"

2 BEAM / CORNICE / PARAPETA.11 SCALE: 3" = 1'-0"

3 GUTTER & DRIP EDGEA.11

SCALE: 1" = 1'-0"

4 STEEL POST FND @ EXIST. GARAGEA.11 SCALE: 1" = 1'-0"

5 STEEL POST FND & DRAIN TROUGHA.11

DESCRIPTION


MARK DATE

CD

SHEET NO.

E.01



PROJECT TITLE

SHEET TITLE

ELECTRICALPLAN




1A.09

1A.09

2A.09

2A.09

EXISTING PANEL CAN TO BE REMOVED. PROVIDE NEW 100 MAINBREAKER PANEL AT LOCATION. REFEED EXISTING KITCHEN PANEL WITHNEW 100A/2P BREAKER. PROVIDE NEW 40A/2P BREAKER TO SERVE NEWPANEL TO BE LOCATED IN CARPORT.

EXISTING ELECTRICAL PANEL TO REMAINEXISTING ELECTRICAL PANEL TO REMAIN

EXISTING ELECTRICAL FEEDER CONDUCTOR TO REMAIN

NEW 3/4"C., 3#8, 1#10 OVERHEADTO NEW PANEL IN CARPORT

CEILING MOUNTED MOTION SENSOR SWITCH (TYP. OF (3))

42"

WPMOTION

WPMOTION

WPWP

WP

aa

b

WP b

c

NOTE: ALL NEW ELECTRICAL WORK TO BE PRICED AS A DEDUCTIVE ALTERNATE

NEW 120/240V 60A FLUSH WALLMOUNTED PANEL. WITH MINIMUM SIX(6)20A/1P BREAKERS

NEW CONDUIT SHOULD BE HIDDEN FROM VIEW IN STORAGE AREA AND ABOVE FINISH CEILING

a,b

SCALE: 1/4" = 1'-0"

ELECTRICAL PLANNORTH

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