100% construction drawings submittal · 2020. 11. 4. · unif uniform uno unless noted otherwise...

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©2016 AECOM Corporation

AECOM

60637726

100% CD SUBMITTAL10/22/2020I

ALLEGHANYCOUNTY COVID-19SAFETYIMPROVEMENTRENOVATIONS

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COVER SHEET

G-001

I/R DATE DESCRIPTION

INDEX OF DRAWINGSSHEET

NUMBER SHEET NAMEGENERALG-001 COVER SHEETG-003 ABBREVIATIONSG-004 GENERAL SYMBOLOGYARCHITECTUREAD001 GENERAL DEMOLITION NOTES AND LEGENDAD100 COURTHOUSE DEMOLITION PLAN PARTIAL BASEMENTAD101 COUTHOUSE DEMOLITION PLAN GROUND FLOORAD102 COURTHOUSE DEMOLITION PLAN SECOND FLOORAD103 COUNTY BUILDING DEMOLITION PLAN GROUND FLOORA-001 GENERAL NOTES AND LEGENDSA-100 COURTHOUSE PARTIAL BASEMENT PLANA-101 COURTHOUSE GROUND FLOOR PLANA-102 COURTHOUSE SECOND FLOOR PLANA-103 COUNTY BUILDING GROUND FLOOR PLANA-150 COURTHOUSE PARTIAL BASEMENT REFLECTED CEILING PLANA-151 COURTHOUSE GROUND FLOOR REFLECTED CEILING PLANA-152 COURTHOUSE SECOND FLOOR REFLECTED CEILING PLANA-153 COUNTY BUILDING GROUND GLOOR REFLECTED CEILING PLANA-411 INTERIOR ELEVATIONSA-501 DETAILSA-601 PARTITION TYPES & TYPICAL MOUNTING HEIGHTSA-602 DOOR & WINDOW SCHEDULE & DETAILSA-603 INTERIOR FINISHESA-610 SPECIFICATIONSPLUMBINGP-101 NEW WORK PLUMBING PLANMECHANICALM-001 MECHANICAL LEGEND AND GENERAL NOTESMD101 MECHANICAL DEMOLITION PLAN - GROUND FLOORMD102 MECHANICAL DEMOLITION PLAN - SECOND FLOORMD103 MECHANICAL DEMOLITION PLANS - COUNTY BUILDINGMH101 MECHANICAL COURTHOUSE GROUND FLOOR PLAN - HVACMH102 MECHANICAL COURTHOUSE SECOND FLOOR PLAN - HVACMH103 MECHANICAL COUNTY BUILDING GROUND FLOOR PLANS - HVACM501 MECHANICAL - DETAILSELECTRICALE-001 ELECTRICAL LEGENDE-002 SPECIFICATIONSEP100 COURTHOUSE PARTIAL BASEMENT POWER PLANEP101 COURTHOUSE GROUND FLOOR POWER PLANEP102 COURTHOUSE SECOND FLOOR POWER PLANEP103 COUNTY BUILDING POWER PLANS

ALLEGHANY COUNTY COVID-19SAFETY IMPROVEMENT RENOVATIONS

COURTHOUSE PROJECT SITE

LOCATION MAP

ALLEGHANY COUNTY VIRGINIA

OCTOBER 22, 2020AECOM PROJECT NO. 60637726

INDEX OF DRAWINGSVICINITY MAP

SEE LOCATION MAP

100% CONSTRUCTION DRAWINGSSUBMITTAL

COUNTY BUILDINGPROJECT SITE

ABBREVIATIONSVR VAPOR RETARDERVS VERTICAL SLOTVT VINYL TILEVTR VENT THRU ROOFVWC VINYL WALL COVERINGW WEST, WIDTH/WIDEW/ WITHW/O WITHOUTWA WAINSCOTWAGD WASTE ANESTHESIA DISPOSALWAS WASTE ACTIVATED SLUDGEWB WET BULB, WIND BEAMWC WATER CLOSET, WALL COVERING, WINDOW

COVERINGWD WOOD, WIDTHWDO WINDOWWFD WATER FLOW DETECTORWG WALL GUARD, WATER GAGEWH WALL HYDRANTWHA WATER HAMMER ARRESTERWHS WELDED HEAD STUDWI WROUGHT IRONWL WIND LOAD, WATER LINEWM WATER METERWP WORKING POINT, WATERPROOFWPF WATERPROOFINGWS WATER SURFACE, WATERSTOPWST WASTEWT WEIGHT, WINDOW TREATMENTWTR WATERWTS WELDED THREADED STUDWV WATER VALVE, WOOD VENEERWWR WELDED WIRE FABRIC (WELDED WIRE

REINFORCEMENT)XARM CROSS ARMXFMR TRANSFORMERXFR TRANSFERXMIT TRANSMITTERXP EXPLOSION PROOFYD YARDYHYD YARD HYDRANT

ABBREVIATIONSSDMH STORM DRAIN MANHOLESDT STATIC DISSIPATIVE TILESEC SECONDARYSECT SECTIONSF SILT FENCE, SQUARE FEETSFM SEWER FORCE MAINSFP SPRAYED FIRE PROTECTIONSH SHEETSHV SHELVINGSIM SIMILARSK SKETCHSLP SLOPESMH SEWER MANHOLESMR SURFACE METAL RACEWAYSNT SEALANTSOG SLAB ON GRADESP SPACE, SPACES, STATIC PRESSURE, SERVICE

PROVIDERSPD STATIC PRESSURE DROP, SURGE PROTECTION

DEVICESPEC SPECIFICATIONSSPKR SPEAKERSPMR SINGLE-PLY MEMBRANE ROOFSPR SPRINKLERSPRT SUPPORTSPS STATIC PRESSURE SENSORSQ SQUARESRV SURGE RELIEF VALVESS SANITARY SEWER, SOLID SURFACE, SAFETY

SWITCHSSD SUBSURFACE DRAIN, SECONDARY STORM DRAINSSK SOIL STACKSSMR STANDING SEAM METAL ROOFSST STAINLESS STEELST STREET, STORY, STEAM, SEDIMENT TRAP, STONESTA STATIONSTD STANDARDSTER STERILIZERSTIF STIFFENERSTIR. STIRRUPSTL STEELSTOR STORAGESTP SHIELDED TWISTED PAIRSTR STRAIGHT, STARTERSTRL STRUCTURALSTRUC STRUCTURESUBSTA SUSPENDEDSUP SUPPLYSURF. SURFACESUSP SUSPENDEDSV SHEET VINYL, STEAM VENTSVCE SERVICESW SHORT WAY, SWITCH, SIDEWALKSWBD SWITCHBOARDSWGR SWITCHGEARSYMM SYMMETRICALSYS SYSTEMT TREAD, TOP, TANGENT, TELEPHONE, THICKNESST&B TOP AND BOTTOMT&G TONGUE AND GROVET.O.W TOP OF WALLTAF TOWEL APPLIED FINISHTBB TELECOMMUNICATIONS BONDING BACKBONETBM TEMPORARY BENCH MARKTC TIME CLOCK, TOP OF CURBTD TRENCH DRAINTDC TURNED DOWN CURBTEF TELECOMMUNICATIONS ENTRANCE FACILITYTEL TELEPHONETEMP TEMPERATURE, TEMPERED, TEMPORARYTER TERRAZZOTERM. TERMINALTFE TETRAFLUOROETHYLENETG TOP GRILLETGB TELECOMMUNICATIONS GROUNDING BUSBARTHERM. THERMOMETERTHK THICKTHKNS THICKNESSTHR THRESHOLDTKBD TACKBOARDTLSD TOP LINEAR SLOT DIFFUSERTMGB TELECOMMUNICATIONS MAIN GROUNDING BUSBARTMV THERMAL MIXING VALVETO. TELECOMMUNICATIONS OUTLETTOC TOP OF CONCRETETOF TOP OF FOOTINGTOS TOP OF STEELTOT. TOTALTP TREE PROTECTION, TOILET PARTITIONTR TOP REGISTER, TOP OF RAIL, TELECOM ROOMTRANSV TRANSVERSETRTD TREATEDTS TEMPERATURE STEEL, TIME SWITCH, TAMPER

SWITCH, TEMPORARY SWITCH, THICKENEDSLUDGE, TEMPORARY SEEDING, TRAVERSESTATION

TSD TEMPORARY SLOPE DRAINTSP TWISTED SHIELDED PAIRTST TWISTED SHIELDED TRIPLETSTAT THERMOSTATTU TERMINAL UNITTV TELEVISION, TELEVISION OUTLETTVSS TRANSIENT VOLTAGE SURGE SUPPRESSORTYP TYPICALU.S. URINAL SCREENUC UNDERCUT, UNDERCOUNTERUF UNDERFLOORUFD UNDERFLOOR DUCTUG UNDERGROUNDUH UNIT HEATERUHF ULTRAHIGH FREQUENCYUL UNDERWRITERS LABORATORYULT ULTIMATEUNIF UNIFORMUNO UNLESS NOTED OTHERWISEUPS UNINTERRUPTABLE POWER SUPPLYUR URINALUTIL UTILITYUTP UNSHIELDED TWISTED PAIRV VOLTAGE, VOLT, VENT, VALVEVA VOLT-AMPEREVAC VACUUM VOLTS AC, MEDICAL VACUUMVAR VOLT-AMPERE REACTIVEVAV VARIABLE AIR VOLUMEVB VAPOR BARRIERVC VERTICAL CURVEVCP VITRIED CLAY PIPEVCT VINYL COMPOSITION TILEVD VOLUME DAMPERVDC VOLTS DCVEL VELOCITYVENT VENTILATE / VENTILATIONVERT VERTICALVEST VESTIBULEVFD VARIABLE FREQUENCY DRIVEVHF VERY HIGH FREQUENCYVIB VIBRATIONVIF VERIFY IN FIELDVIS VINYL STAIR TREADS AND RISERSVLT VAULTVM VOLTMETERVOL VOLUME

ABBREVIATIONSNO. NOS NUMBER, NUMBERSNOM NOMINALNPRN NEOPRENENPW NONPOTABLE WATERNRSNRS

NONRISING STEM

NS NEAR SIDENST NONSLIP TREADNTS NOT TO SCALE02 MEDICAL OXYGENO TO O OUT TO OUTO.F. OUTSIDE FACEOA OVERALL, OUTSIDE AIROC ON CENTEROCPD OVER CURRENT PROTECTOR SERVICEOD OUTSIDE DIAMETEROFCI OWNER FURNISHED CONTRACTOR INSTALLEDOH OVERHEADOP OUTLET PROTECTIONOPNG OPENINGOPP OPPOSITEOS&Y OUTSIDE SCREW AND YOKEOSP OUTSIDE PLANTOVHD OVERHEADOZ OUNCEP POLE, POWER, PUMPP.F. POWER FACTORP.R.S PRESSURE REDUCING STATIONPA PIPE ANCHOR, PUBLIC ADDRESSPa PASCALPB PUSH BUTTON, PANEL BOARD, PULL BOXPC POINT OF CURVEPCC POINT OF COMPOUND CURVE, PRECAST

CONCRETE, PORTLAND CEMENT CONCRETEPCP PRECAST CONCRETE PANELPCSP PRECAST CONCRETE SANDWICH PANELPD PRESSURE DROPPDS PROTECTED DISTRIBUTION SYSTEMPDU POWER DISTRIBUTION UNITPED PEDESTALPEJ PREMOLDED EXPANSION JOINTPET PROTECTED ENTRANCE TERMINALPF POROUS FILLPG PIPE GUIDE, PAGE, PRESSURE GAUGEPH PHASE, PENTHOUSEPHR PREHEAT RETURNPHS PREHEAT SUPPLYPI POINT OF INTERSECTIONPIV POST INDICATOR VALVEPL PLATE, PROPERTY LINEPLAM PLASTIC LAMINATEPLAS PLASTERPLATF PLATFORMPLF POUNDS PER LINEAR FOOTPLYWD PLYWOODPNL PANELPNLBD PANELBOARDPNT PAINT, PAINTEDPOB POINT OF BEGINNINGPOL POLISH, POINT ON LINEPP POWER POLEPPH POUNDS PER HOURPR PAIRPRC POINT OF REVERSE CURVEPREFIN PREFINISHEDPRESS. PRESSUREPRI PRIMARYPRL PARALLELPROP. PROPOSEDPROV PROVIDEDPRV PRESSURE REDUCING VALVE, POWER ROOF

VENTILATIONPS PRESSURE SWITCH, PERMANENT SEEDING, POINT

OF SWITCHPSC PRESTRESSED CONCRETEPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPSIG POUNDS PER SQUARE INCH GAGEPT POINT OF TANGENT, POTENTIAL TRANSFORMERPTN PARTITION, PORCELAIN TILEPVC POINT OF VERTICAL CURVE, POLYVINYL CHLORIDEPVI POINT OF VERTICAL INTERSECTIONPVMT PAVEMENTPVR PAVERPVT POINT OF VERTICAL TANGENT, PRIVATEPWR POWERTB PORCELAIN CERAMIC TILE BASEQT QUARRY TILEQTZ QUARTZR RADIUS, RIGHT, RISERR/W RIGHT OF WAYRA RETURN AIRRAD RADIUSRAF RAISED ACCESS FLOORINGRAS RESILIENT BASE / RUBBER BASE, RETURN

ACTIVATED SLUDGERB RUBBER BASERBR RUBBERRCP REINFORCED CONCRETE PIPERCPT RECEPTACLERCRC RESINOUS CHEMICAL, RESISTANT COATINGRCRTC RESINOUS CHEMICAL RESISTANT TRAFFIC

COATINGRCVG RECEIVINGRCVR RECEIVERRD ROOF DRAIN, ROADRDCR REDUCERREC RECESSRECIR RECIRCULATINGRECT RECTANGLE, RECTANGULARRED. REDUCINGREF REFERENCEREFL REFLECTEDREFR REFRIGERATORREINF REINFORCE, REINFORCEMENT, REINFORCEDREM REMAINDERREQD REQUIREDRESIL RESILIENTREV REVISIONRF ROOF, RADIO FREQUENCY, RESILIENT FLOORRFG ROOFINGRFH ROOF HATCHRFI RADIO FREQUENCY INTERFERENCERL ROOF LEADER, REFRIGERANT LIQUIDRM ROOMRND ROUNDRO ROUGH OPENINGRPBP REDUCED PRESSURE BACKFLOW PREVENTERRPM REVOLUTION PER MINUTERR RIPRAP, RAILROADRS ROLLER SHADERTE ROUTES SOUTH, SANITARY, SEWER, SPEAKER, SWITCH,

SUPPLYS/N SOLID NEUTRALSA SUPPLY AIRSAN SANITARYSCFM STANDARD CUBIC FEET PER MINUTESCHED SCHEDULESCONC SEALED CONCSD STORM DRAIN, SMOKE DETECTORSDF STATIC DISSIPATIVE FLOORING

ABBREVIATIONSINT INTEGRATED, INTERIORINTMD INTERMEDIATEINV INVERT, INVERSEIP IRON PIN, STORM DRAIN INLET PROTECTION,

INTERNET PROTOCOLIPF IRON PIN FOUND, IRON PIPE FOUNDIR IRRIGATIONISOL ISOLATORJ JOULE, JUNCTION BOXJB JUNCTION BOXJC JANITOR'S CLOSETJCT JUNCTIONJST JOISTJT JOINTK KEY OPERATED, KIPKCM THOUSAND CIRCULAR MILSKCP KEENE'S CEMENT PILASTERkg KILOGRAMkg/s KILOGRAM PER SECONDkHZ KILOHERTZkm KILOMETERkN KILONEWTONKO KNOCKOUTkPa KILOPASCALKSF KIPS PER SQUARE FOOTKSI KIPS PER SQUARE INCHkV KILOVOLTkVA KILOVOLT-AMPEREkVAR KILOVOLT-AMPERE REACTIVEkW KILOWATTkWH KILOWATT HOURL LEFT, LENGTH OF CURVE, LONGL-G LINE TO GROUNDL-L LINE TO LINEL-N LINE TO NEUTRALL.W.T LEAVING WATER TEMPERATURELA LIGHTENING ARRESTERLAB LABORATORYLAM LAMINATELAN LOCAL AREA NETWORKLAT LATITUDE, LATERALLAV LAVATORYLB POUNDLCG LACINGLCP LIGHTING CONTROL PANELLDG LOADINGLED LIGHT EMITTING DIODELF LINEAR FOOT, LINEAR FEETLFMC LIQUID LIGHT FLEXIBLE METAL CONDUITLG LENGTH, LONGLI LONG TIME INSTANTANEOUSLIQ LIQUIDLKR LOCKERLL LIVE LOADLLH LONG LEG HORIZONTALLLV LONG LEG VERTICALLOC LOCATELONG. LONGITUDINALLP LIQUEFIED PROPANELPS LOW PRESSURE SODIUM, LIGHTING PROTECTION

SYSTEMLPT LOW POINTLR LONG RADIUS, LINEAR REGISTERLS LUMP SUM, LIMIT SWITCH, LONG TIME SHORT TIMELSG LONG TIME SHORT TIME GROUND FAULTLSI LONG TIME SHORT TIME INSTANTANEOUSLSIG LONG TIME SHORT TIME INSTANTANEOUS GROUND

FAULTLT LIGHTLTG LIGHTINGLV LOW VOLUMELVR LOUVERLVT LUXURY VINYL TILELW LONG WAY, LIMIT OF WORKLWC LIGHTWEIGHT CONCRETELWL LOW-WATER LINElx LUXM MICROPHONE, MANUALm METERM/G MOTOR GENERATORMACH MACHINEMAG MAGNETICMATL MATERIALMATV MASTER ANTENNA TELEVISIONMAX MAXIMUMMBH 1000 BTU PER HOURMBR MEMBERMC MAIN CROSS CONNECTMCB MAIN CIRCUIT BREAKERMCC MOTOR CONTROL CENTERMCCB MOTOR CASE CIRCUIT BREAKERMCOV MAXIMUM CONTINUOUS OPERATING VOLTAGEMCP MOTOR CIRCUIT PROTECTORMDP MAIN DISTRIBUTION PANELMECH MECHANICALMEMB MEMBRANEMER MAIN EQUIPMENT ROOMMET. METALMFR MANUFACTURERMGD MILLION GALLONS PER DAYMH MANHOLE, MOUNTING HEIGHT, METAL HALIDEMHz MEGAHERTZMID MIDDLEMIN MINIMUMMISC MISCELLANEOUSMJ MECHANICAL JOINTMK MARKMKBD MARKER BOARDMLO MAIN LUGS ONLYmm MILLIMETERSMO MASONRY OPENINGMON MONUMENTMOV METAL OXIDE VARISTORMP MEDIUM PRESSUREMPa MEGAPASCALMPH MILES PER HOURMR MOP RECEPTOR, MOISTURE RESISTANTMSL MEAN SEA LEVELMT MOUNTMTD MOUNTEDMTG MOUNTINGMTR MOTORMTZ MOTORIZEDMU MULCHINGMUL MULLIONMUTCO MANUAL OF UNIFORM TRAFFIC CONTROLMUTOA MULTI-USER TELECOMMUNICATION OUTLET

ASSEMBLYMV MEDIUM VOLTAGEMWP MEMBRANE WATERPROOFINGN NORTHN2 NITROGENN2O NITROGEN OXIDEN & D NAIL & DISCN-G NEUTRAL TO GROUNDN.C. NORMALLY CLOSEDN.O. NORMALLY OPENNA NOT APPLICABLENEC NATIONAL ELECTRICAL CODENEUT NEUTRALNFPA NATIONAL FIRE PROTECTION ASSOCIATIONNIC NOT IN CONTRACT

ABBREVIATIONSEXTN EXTENSIONF FUSED, FANF TO F FACE TO FACEF&T FLOAT AND THERMOSTATICFA FIRE ALARMFAB FABRICATEFABL FIRE ALARM BELLFACP FIRE ALARM CONTROL PANELfC FOOTCANDLE, FAN COIL UNIT, FACE OF CURBFCO FLOOR CLEANOUTFD FLOOR DRAIN, FIRE DAMPERFDC FIRE DEPARTMENT CONNECTIONFDN FOUNDATIONFDR FEEDERFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFES FLARED END SECTIONFFE FINISH FLOOR ELEVATIONFGL FIBERGLASSFH FIRE HOSEFHC FIRE HOSE CABINETFHYD FIRE HYDRANTFIG. FIGUREFIN FL EL FINISH FLOOR ELEVATIONFIN. FINISHFL FLOOR, FLASHINGFLA FULL LOAD AMPERAGEFLC FULL LOAD CURRENTFLEX. FLEXIBLEFLG FLANGEFLSH FLASHINGFLUOR FLUORESCENTFM FLOW METERFMC FLEXIBLE METAL CONDUITFO FIBER OPTICFOB FACE OF BRICK, FRONT OF BUILDINGFOR FUEL-OIL RETURNFOS FUEL-OIL SUPPLYFOV FUEL-OIL VENTFPM FEET PER MINUTEFR FRAME, FROMFRICT FRICTIONFRT FIRE RETARDANT TREATEDFRZR FREEZERFS FAR SIDE, FULL SIZE, FLOW SWITCH, FLOOR SINK,

FUSE SIZEFSCP FLAME SAFEGUARD CONTROL PANELFSS FUSED SAFETY SWITCHFT FOOTFTG FOOTINGFUR FURRED, FURRINGFURN FURNISHFUT FUTUREFVNR FULL VOLTAGE NON-REVERSINGFWC FABRIC WALL COVERINGFWP FABRIC WRAPPED PANELFXTR FIXTUREºF DEGREES FAHRENHEITG GAS MAIN OR SERVICE LINE, NATURAL GAS PIPEGA GAGE, GAUGEGAL GALLONGALV GALVANIZE, GALVANIZEDGC GROUND COUNTERPOISEGCMU GLAZED CONCRETE MASONRY UNITGDR GUARDRAILGEN GENERATORGFCI GOVERNMENT FURNISHED CONTRACTOR

INSTALLEDGFE GOVERNMENT FURNISHED EQUIPMENTGFECI GOVERNMENT FURNISHED EQUIPMENT

CONTRACTOR INSTALLEDGFGI GOVERNMENT FURNISHED GOVERNMENT

INSTALLEDGFI GROUND FAULT INTERRUPTERGFM GOVERNMENT FURNISHED MATERIALGHZ GIGAHERTZGI GALVANIZED IRONGL GLASSGND GROUNDGOVT GOVERNMENTGPH GALLON PER HOURGPM GALLONS PER MINUTEGR GRADEGRAD GRADUATEDGRL GRILLEGRS GALVANIZED RIGID STEELGRT GROUTGSU GLAZED STRUCTURAL UNITSGT GLASS TILEGTB GROUND TERMINAL BOXGTV GATE VALVEGV GAS VALVEGVL GRAVELGWB GYPSUM WALLBOARDGYP GYPSUMH HIGHH.I.D HIGH-INTENSITY DISCHARGEHB HOSE BIBHBD HARDBOARDHC HANDICAPPED, HORIZONTAL CROSS CONNECTHD HEAD, HEAT DEFLECTORHDPE HIGH DENSITY POLYETHYLENEHDR HANDRAILHDW HARDWAREHDWD HARDWOODHDWL HEADWALLHGR HANGERHGT HEIGHTHH HANDHOLEHM HOLLOW METALHOA HAND-OFF AUTOMATICHORIZ HORIZONTALHP HORSEPOWER, HEAT PUMPHPF HIGH POWER FACTORHPS HIGH-PRESSURE SODIUM, HIGH-PRESSURE STEAMHPT HIGH POINTHR HOURHS HORIZONTAL SLOTHTG HEATINGHTR HEATERHV HIGH VOLTAGE, HEATING-VENTILATING UNITHW DOMESTIC HOT WATERHWC DOMESTIC HOT WATER CIRCULATINGHWL HIGH-WATER LINEHYD HYDRANTHz HERTZI INTERCOMIC INTERRUPTING CAPACITY, INTERMEDIATE CROSS

CONNECTID INSIDE DIAMETERIEEE THE INSTITUTE OF ELECTRICAL AND ELECTRONICS

ENGINEERSIG ISOLATED GROUNDIMC INTERMEDIATE METAL CONDUITIN. INCHINCAND INCANDESCENTINCL INCLUSIVEINCR INCREMENTIND INDUCTIONINFL INFLUENTINSTL INSTALL, INSTALLATIONINSUL INSULATION, INSULATED, INSULATOR, INSULATING

ABBREVIATIONSCLSD CEILING LINEAR SLOT DIFFUSERCLSR CEILING LINEAR SLOT RETURNCM CENTIMETERCMP CORRUGATED METAL PIPECMPSN COMPOSITIONCMU CONCRETE MASONRY UNITSCND CONDUITCNDCT CONDUCTIVECNDS CONDENSATE, CONDUITSCO CLEANOUT, COUNTYCO2 CARBON DIOXIDECOL COLUMNCOMB. COMBINATIONCOMM COMMUNICATIONCOMP COMPRESSION, COMPRESSEDCONC CONCRETECOND CONDUCTOR, CONDUCTIVE, CONDENSERCONN CONNECT, CONNECTIONCONST CONSTRUCTIONCONT CONTINUOUS, CONTINUATIONCONTR CONTRACT, CONTRACTORCOORD COORDINATECOP COPPERCOR CORNERCORR CORRIDOR, CORRUGATEDCOV COVERCP CEMENT PILASTER, CONDENSATE PUMPCPT CARPETCR CEILING REGISTER, HOT-CONDENSER WATER

CONTROL RELAYCSD CELLULAR STEEL DECKCT CERAMIC TILE, CURRENT TRANSFORMERCTR CENTERCTRL CONTROLCTSK COUNTERSINKCTWT COUNTERWEIGHTCU CUBIC, COPPERCULV CULVERTCV CONVERTER, CHECK VALVECW DOMESTIC COLD WATERCWB CAPILLARY WATER BARRIERºC DEGREES CELSIUSD DEPTH, DEGREE, OF CURVE, DIMMER SWITCH,

DRAINLINE, MOUNTED IN DUCTDB DRY BULB, DIRECT BURIAL DUCT, DEEP BANK,

DECIBELS, DEED BOOK, DRAINAGE BASINDBL DOUBLEDC DIRECT CURRENTDEC DECIDUOUSDEFL DEFLECT, DEFLECTIONDEG DEGREEDEM DEMOUNTABLEDEPR DEPRESSEDDEPT DEPARTMENTDET DETAIL / DETAILSDF DRINKING FOUNTAINDH DUCT HEATER, DOOR HOLDERDI DROP INLET, DUCTILE IRON, DEIONIZED WATERDIA DIAMETERDIAG DIAGRAM, DIAGONALDIFF DIFFUSERDIM DIMENSIONDIP. DUCTILE IRON PIPEDIR DIRECTION, DIRECT, DEIONIZED WATER RETURNDISC. DISCONNECTDISCH DISCHARGEDISP DISPENSERDIST DISTRIBUTION, DISTANCEDIV DIVISIONDK DECKDL DEAD LOADDMH DROP MANHOLEDML DEMOLITION, DEMOLISHDMPR DAMPERDN DOWNDP DISTRIBUTION PANELDR DOOR, DRIVEDS DOWNSPOUT, DRIP STATION, DIGESTED SLUDGE,

DISCONNECT SWITCHDSD DUCT SMOKE DETECTORDTWH DUAL TEMP WALL HYDRANTDUP DUPLICATEDV DRAIN VALVEDVTL DOVETAILDW DUMBWAITER, DISHWASHERDWD DRINKING WATER DISPENSERDWEL DWELLINGDWG DRAWINGDWLS DOWELSDWV DRAIN WASTE AND VENTDX DUPLEX, DIRECT EXPANSION,E EAST, EMERGENCY (CIRCUIT), ELECTRIC,

ELECTRICALE TO E END TO ENDE.A.T ENTERING AIR TEMPERATUREE.W.T ENTERING WATER TEMPERATUREEA EACHEC EMPTY CONDUIT, ELECTRICAL CONTRACTORECB ENCLOSED CIRCUIT BREAKERECL EMERGENCY CRITICAL LIGHTINGECMT ENCASEMENTECP EMERGENCY CRITICAL POWEREDB ELECTRIC DUCT BANKEES EARTH ELECTRODE SYSTEMEF EACH FACEEFF EFFLUENTEG ELECTRIC GROUNDEGB ELECTRIC GROUND BUSEIFS EXTERIOR INSULATION AND FINISH SYSTEMEJ EXPANSION JOINTEL ELEVATIONELEC ELECTRIC, ELECTRICALELEV ELEVATOR, ELEVATIONELL EMERGENCY LIFE SAFETY LIGHTINGELP EMERGENCY LIFE SAFETY POWEREM EXPANDED METALEMER EMERGENCYEMF WALK-OFF ENTRY MATEMT ELECTRICAL METALLIC TUBINGENCL ENCLOSE, ENCLOSUREENG ENGINEENGR ENGINEERENT ENTERINGENTR ENTRANCEEOL END OF LINEEP EXPLOSION-PROOF, EDGE OF PAVEMENTEPX EPOXYEQL EQUALEQPT EQUIPMENTEQUIP EQUIPMENTER EXISTING TO REMAINES EDGE OF SHOULDERESMT EASEMENTEV EVERGREENEW EACH WAY, END WALLEWC ELECTRIC WATER COOLEREXC EXCAVATE, EXCAVATIONEXH EXHAUSTEXP EXPOSEDEXPN EXPANSIONEXST EXISTINGEXT EXTERIOR, EXTERNAL

ABBREVIATIONS# POUND OR NUMBER& ANDØ ROUND (DIAMETER) PHASEA AMPERE, AIR COMPRESSED AIRA.C.T ACOUSTICAL CEILING TILEA/E ARCHITECT / ENGINEERAASHTO AMERICAN ASSOCIATION OF STATE HIGHWAY AND

TRANSPORTATION OFFICIALSAB ANCHOR BOLTABT ABOUTABUT. ABUTMENTABV ABOVEAC ALTERNATING CURRENT, AIR CONDITIONING UNIT,

ACRE, AIR COMPRESSORACCS ACCESSORIESACI AMERICAN CONCRETE INSTITUTEACM ASBESTOS CONTAINING MATERIALACMU ACOUSTICAL CONCRETE MASONRY UNITACP ASBESTOS CEMENT PIPE, ACOUSTICAL CEILING

PANELACS ACESS, ACCESSIBLEACST ACOUSTIC, ACOUSTICALACV ALARM CHECK VALVEADA AMERICANS WITH DISABILITY ACTADD. ADDITIONALADH ADHESIVEADJ ADJUSTABLE, ADJACENTADMIN ADMINISTRATIVEADO AUTOMATIC DOOR OPENERAFCI ARC FAULT CIRCUIT INTERRUPTERAFF ABOVE FINISH FLOORAFFF AQUEOUS FILM FORMING FOAMAFG ABOVE FINISH GRADEAFMS AIRFLOW MEASURING STATIONAGGR AGGREGATEAH AIR HANDLING, AIR-HANDLING UNITAHR ANCHORAIC AMPERE INTERRUPTING CAPACITYAISI AMERICAN INSTITUTE OF STEEL CONSTRUCTIONAL ALUMINUMALT ALTERNATEAM AMMETERAMP AMPEREANSI AMERICAN NATIONAL STANDARDS INSTITUTEAO AUTOMATIC OPENERAP ACCESS PANELAPPR APPROVEDAPROX APPROXIMATEAPS ALARM PRESSURE SWITCHARCH ARCHITECT / ARCHITECTURALAREMA AMERICAN RAILWAY ENGINEERING AND

MAINTENANCE-OF-WAY ASSOCIATIONASB ASBESTOSASC ABOVE SUSPENDED CEILINGASPH ASPHALTASTM AMERICAN SOCIETY FOR TESTING AND MATERIALSASYM ASYMMETRICALAT AMPERE TRIPATS AUTOMATIC TRANSFER SWITCHAUTO. AUTOMATICAUX AUXILIARYAV AIR VENT, AUDIO VISUAL, ALTITUDE VALVE, ACID

VENTAVG AVERAGEAW ACID WASTEAWG AMERICAN WIRE GAUGEAWS AMERICAN WELDING SOCIETYAWWA AMERICAN WATER WORKS ASSOCIATIONB BATTERYB TO B BACK TO BACKB&B BALL & BURLAPB.O.W BOTTOM OF WALLBAL BALANCEBC BOLT CIRCLE, BOTTOM OF CURB, BARE COPPERBD BOARDBDL BUNDLEBEJ BRICK EXPANSION JOINTBET. BETWEENBF BLIND FLANGEBG BOTTOM GRILLEBIM BUILDING INFORMATION MODELBITUM BITUMINOUSBL BUILDING LINE, BASE LINEBLDG BUILDINGBLK BLOCK, BLOCKINGBLW BELOWBM BEAM, BENCH MARK, SOIL STABILIZATION BLANKET

& MATTINGBOL BEGINNING OF LINEBOT BOTTOMBP BASE PLATE, BACKFLOW PREVENTER, BEARING

PLATEBR BARE ROOT, BOTTOM REGISTERBRG BEARINGBRK BRICKBRKT BRACKETBSMT BASEMENTBTU BRITISH THERMAL UNITBTUH BTU PER HOURBU BUILT-UPBUR BUILT-UP ROOF(ING), BURIEDBW BOTH WAYSC COURSE, CONVECTOR, CENTER, CONDUITC TO C CENTER TO CENTERC&G CURB & GUTTERC&R CUT & REPLACEC.O.G CHANGE OF GRADECA COMPRESSED AIRCAB. CABINETCANTIL. CANTILEVERCAP. CAPACITYCATV CABLE TELEVISIONCB CATCH BASIN, CIRCUIT BREAKERCCTV CLOSED CAPTION TELEVISIONCD CEILING DIFFUSER, ROCK CHECK DAMNCE CONSTRUCTION ENTRANCECEM CEMENTCENT. CENTRIFUGALCF CELLULAR FLOOR, CUBIC FOOTCFCI CONTRACTOR FURNISHED CONTRACTOR

INSTALLEDCFM CUBIC FEET PER MINUTECFS CUBIC FEET PER SECONDCG CORNER GUARD, CHANGE OF GRADECH CABINET HEATER, CHORDCHAM CHAMFERCHBD CHALKBOARDCHEM CHEMICALCHIS CHISELEDCI CAST IRONCIP CAST IN PLACE, CULVERT INLET PROTECTION,

CAST IRON PIPECIRC CIRCULAR, CIRCUMFERENCECJ CONSTRUCTION JOINTCKT CIRCUITCL CENTER LINECLF CHAIN LINK FENCECLG CEILINGCLJ CONTROL JOINTCLO CLOSETCLOS CLOSURECLPR CALIPERCLR CLEAR

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ABBREVIATIONS

G-003


0

COLUMN BUBBLE AND GRIDLINE

SITE ELEVATION LEVEL ELEVATION SPOT ELEVATION

ROOM NAME101 ROOM TAG

SPACE NUMBER

FLOOR NUMBER

EL. 15'-6"

KEYNOTE

EL. 52.50'LEVEL NAME15'-6"

1 1

P

N

PLAN NORTH/PROJECT NORTH

1 View Name1/8" = 1'-0"A-101

PLAN OR TYPICALDETAIL TITLE

DRAWING SCALE

SECTION ORDETAIL TITLE

DRAWING SCALE

REFERENCE LOCATION

SHEET NUMBER

A-1011 REF

SHEET DRAWN

CALLOUT NUMBER

CALLOUTBOUNDARY

EXTERIOR ELEVATION REFERENCE INTERIOR ELEVATION REFERENCE

A-101

1

1

1

11A-101

SIM____________________________________________________

REFERENCE

SHEET DRAWN

REFERENCE

SHEET DRAWN

SECTION REFERENCE

1A-101

SIM____________________________________________________

REFERENCE

SHEET DRAWN

ARROW AND TAIL INDICATEDIRECTION OF SECTION

BREAKLINE MATCHLINE

MATCH LINE SEE A-101B

POINT OF CONNECTION (NEW TO EXISTING)

POINT BETWEE EXISTING WORK TOREMAIN AND EXISTING WORK TO REMOVE

PIPE BREAK FOR SINGLE LINE PIPE BREAK FOR DOUBLE LINE

SHEET FORCONTINUATION

BUILDING LIMITS OF WORK

LIMITS OF WORK

CIVIL LIMITS OF WORK

LW LW LW

DRAWING REVISION

1

REVISION NUMBER

LIMITS OF REVISION

BUILDING MATERIALS

EARTH

CRUSHED STONE

CONCRETE

STEEL

CONCRETE MASONRY UNITS

BRICK

ACOUSTICAL TILE

ROUGH WOOD

FINISH WOOD

PLYWOOD

PLASTER OR GWB

BATT INSULATION

RIGID INSULATION

COMPRESSIBLE FILLER

SAND

SHEET FILE DISCIPLINE DESIGNATORSG- GENERALGI GENERAL INFORMATIONH HAZARDOUS MATERIALSHA ASBESTOS ABATEMENTV- SURVEYB- GEOTECHNICALBB BORING LOGSCD CIVIL DEMOLITIONC- CIVILCC CIVIL EROSION AND SEDIMENT

CONTROL

AD101A

DISCIPLINE DESIGNATION(1 OR 2 CHARACTERS)

PLAN SHEET

LEVEL OR FLOOR

A-401

SHEET TYPE

SEQUENCE

DISCIPLINE DESIGNATION

CE CIVIL EXISTINGCS CIVIL SITECG CIVIL GRADINGCP CIVIL PAVINGCU CIVIL UTILITIESLD LANDSCAPE DEMOLITIONL- LANDSCAPELS LANDSCAPE SITELL LANDSCAPE LIGHTINGLP LANDSCAPE PLANTINGSD STRUCTURAL DEMOLITIONS- STRUCTURALSS STRUCTURAL SITESB STRUCTURAL SUBSTRUCTURESF STRUCTURAL FRAMINGSC STRUCTURAL COMPONENTSSR STRUCTURAL REINFORCEMENTAD ARCHITECTURAL DEMOLITIONA- ARCHITECTURALAS ARCHITECTURAL SITE

AE ARCHITECTURAL ELEMENTSAI ARCHITECTURAL INTERIORSAF ARCHITECTURAL FINISHESID INTERIORS DEMOLITIONI- INTERIORSIN INTERIOR DESIGNIF INTERIOR FURNISHINGSIG INTERIOR GRAPHICSQF FOOD SERVICEFD FIRE PROTECTION DEMOLITIONF- FIRE PROTECTIONFA FIRE ALARMFA FIRE ALARMFX FIRE PROTECTION/SUPPRESSIONFD PLUMBING DEMOLITIONP- PLUMBINGPS PLUMBING SITEPL PLUMBING FIXTURESPP PLUMBING PIPINGPQ PLUMBING EQUIPMENTDQ MATERIAL HANDLINGMD MECHANICAL DEMOLITIONM- MECHANICALMH MECHANICAL HVACMI MECHANICAL INSTRUMENTATIONMP MECHANICAL PIPINGMS MECHANICAL SITEMY MECHANICAL HYDRAULIC SYSTEMSMW MECHANICAL DISTRIBUTED ENERGYED ELECTRICAL DEMOLITIONE- ELECTRICAL

ES ELECTRICAL SITEEI ELECTRICAL INSTRUMENTATIONEL ELECTRICAL LIGHTINGEP ELECTRICAL POWERET ELECTRICAL TELECOMMUNICATIONSEY ELECTRICAL AUXILIARY SYSTEMSEG ELECTRICAL GROUNDINGTD TELECOMMUNICATIONS DEMOLITIONT- TELECOMMUNICATIONSTA AUDIO VISUALTC CLOCK AND PROGRAMTI INTERCOMTM MONITORINGTN DATA NETWORKSTT TELEPHONETY SECURITYTS SCADA

SHEET TYPE DESIGNATORS0 GENERAL (SYMBOLS LEGEND, NOTES, ETC.)1 PLANS (HORIZONTAL VIEWS)2 ELEVATIONS AND PROFILES (VERTICAL VIEWS)3 SECTIONS (SECTIONAL VIEWS, CROSS-SECTIONS, ETC.)4 LARGE SCALE VIEWS (ENLARGED PLANS AND ELEVATIONS)5 DETAILS6 SCHEDULES AND DIAGRAMS7 USER DEFINED8 USER DEFINED9 3D REPRESENTATIONS (PERSPECTIVES AND PHOTOGRAPHS)

SHEET NUMBERING

KEY PLAN AREA

SYMBOLOGY

View Name1/8" = 1'-0"

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GENERAL SYMBOLOGY

G-004


1. VERIFY ALL DIMENSIONS AND CONDITIONS IN FIELD PRIOR TOSTART OF WORK. NOTIFY ARCHITECT AND OWNER IN WRITINGOF ANY DISCREPANCIES BETWEEN EXISTING CONDITIONS ANDTHOSE SHOWN ON THE DRAWINGS. FAILURE BY THECONTRACTOR TO HAVE REVIEWED AVAILABLE INFORMATIONCONCERNING EXISTING CONDITIONS SHALL NOT RELIEVE THECONTRACTOR OF RESPONSIBILITIES OF PERFORMANCE OFWORK IN ACCORDANCE WITH REQUIREMENTS OF THECONTRACT DOCUMENTS.

2. DEMOLITION WORK SHOWN IS BASED ON INFORMATIONTAKEN FROM EXISTING DRAWINGS AND LIMITED FIELDINSPECTION. ACTUAL CONDITIONS MAY VARY FROM THOSEDEPICTED. THE CONTRACTOR SHALL OBTAIN COPIES OFEXISTING DRAWINGS AND HAVE ACCESS TO VISIT THE BUILDINGSITE TO FIELD VERIFY CONDITIONS OF THE EXISTING BUILDINGPRIOR TO BIDDING AND/OR STARTING THE WORK AND ISRESPONSIBLE FOR PERFORMING COMPLETE DEMOLITION. THECONTRACTOR SHALL NOTIFY THE ARCHITECT AND OWNER INWRITING OF ANY WORK DESCRIBED IN THE CONTRACTDOCUMENTS WHICH CANNOT BE PERFORMED DUE TO EXISTINGCONDITIONS.

3. DEMOLITION INCLUDES ALL COMPONENTS, MATERIALS,FINISHES, FIXTURES AND EQUIPMENT TO LIMITS SHOWN INDRAWINGS AND SPECIFICATIONS, AND AS REQUIRED FORCONSTRUCTION OF NEW WORK LAYOUT. REMOVE WALLS ASSHOWN, ASSOCIATED CEILING, AND FLOORING MATERIALS.DEMO AND REMOVE ALL HIDDEN ITEMS SUCH AS PIPING,CONDUIT, ETC. CONTRACTOR SHALL COORDINATE EXTENT OFDEMOLITION TO SCOPE OF NEW WORK. REMOVAL SHALL BECOMPLETE AND BE PREPARED TO RECEIVE NEW WORK ASSHOWN. PATCH HOLES IN STRUCTURAL SLAB WHERE DRAINS,CONDUIT, AND/OR DUCTWORK ARE REMOVED WITHAPPROPRIATELY RATED FIRESTOPPING SYSTEMS.

4. IF HAZARDOUS MATERIALS ARE DISCOVERED DURINGREMOVAL OPERATIONS, STOP WORK AND NOTIFY OWNER.HAZARDOUS MATERIALS INCLUDE, BUT ARE NOT LIMITED TO,REGULATED ASBESTOS CONTAINING MATERIALS, LEAD BASEDPAINTS, PCB'S AND MERCURY.

5. PRIOR TO PROCEEDING WITH ANY WORK WITHIN THEEXISTING STRUCTURE, THE CONTRACTOR SHALL BECOMEFAMILIAR WITH EXISTING CONDITIONS. DURING THE PROCESSOF CONSTRUCTION, IT SHALL BE THE CONTRACTORSRESPONSIBILITY TO MAINTAIN THE INTEGRITY OF EXISTINGWORK WHERE EXISTING WORK IS MODIFIED TO ACCOMMODATENEW CONSTRUCTION AND TO PROTECT FROM DAMAGE THOSEPORTIONS OF EXISTING WORK, WHICH ARE TO REMAIN.

6. SHORE AND BRACE ALL WORK TO REMAIN.

7. IF DEMOLITION IMPACTS EXISTING PARTITIONS, UTILITIES OROTHER ELEMENTS THAT REQUIRE SUPPORT, THE CONTRACTORSHALL PROVIDE APPROPRIATE TEMPORARY BRACING UNTIL APERMANENT TIE-IN IS ACHIEVED WITH THE FINALCONSTRUCTION.

8. FURNISHINGS AND EQUIPMENT IN ALL AREAS OFRENOVATION SHALL BE PROTECTED DURING CONSTRUCTION.

9. DURING DEMOLITION PHASE, ANY DAMAGE THAT IS DONE TOTHE BUILDING AREAS THAT ARE TO REMAIN SHALL BEREPAIRED TO MATCH EXISTING. SURFACES DAMAGED DURINGDEMOLITION ARE TO BE PATCHED AND REPAIRED AS REQUIREDAND FINISHED TO MATCH ADJACENT AREAS. ANY ITEMS THATARE SCHEDULED TO BE SALVAGED FOR RE-USE AND AREDAMAGED SHALL BE REPLACED IN KIND.

10. SALVAGE ITEMS ARE THE PROPERTY OF THE OWNER.OWNER HAS FIRST RIGHT OF REFUSAL OF ALL SALVAGEDMATERIALS.

11. OWNER'S REPRESENTATIVE IS TO REMOVE ALL SYSTEMSFURNITURE PRIOR TO ANY DEMOLITION. ALL ITEMS REMAININGAT START OF CONSTRUCTION WILL NOT BE SCHEDULED FORSALVAGE.

12.THE CONTRACTOR SHALL PREPARE A DETAILED DEMOLITIONAND PHASING PLAN FOR REMOVAL, ON SITE TEMPORARYPLACEMENT AND FINAL DISPOSAL OF MATERIALS. PLAN SHALLALSO INDICATE PROTECTIVE MEASURES AT EXISTING UTILITYSERVICES, SITE HARDSCAPING AND LANDSCAPE ELEMENTSSCHEDULED TO REMAIN. DEMOLITION AND PHASING PLANSALSO TO INCLUDE LOCATION OF TEMPORARY BARRIERSDIVIDING AREAS OF WORK FROM ADJACENT AREAS THAT ARETO REMAIN OPERATIONAL. PLANS ALSO TO INCLUDE INTERIMLIFE SAFETY MEASURES (ILSM) TO BE IMPLEMENTED DURINGRENOVATION AND NEW CONSTRUCTION. ALL DEMOLITION ANDPHASING PLANS TO BE APPROVED BY OWNER PRIOR TOBEGINNING WORK.

GENERAL DEMOLITION NOTES AND LEGEND

ARCHITECTURAL

13. CONTRACTOR SHALL REMOVE DESIGNATED WALLS INENTIRETY TO FULL HEIGHT FROM FLOOR TO UNDERSIDE OFSTRUCTURE AND REMOVE ALL REMAINING CONNECTORS,HARDWARE AND FITTINGS. REPAIR REMAINING BUILDINGCOMPONENTS TO ORIGINAL EXISTING CONDITION.

14. PROVIDE WALK-OFF MATS AT ALL CONSTRUCTIONENTRANCES AND EXITS. CHECK WALK-OFF MATS DAILY ANDCHANGE FREQUENTLY. BASIS OF DESIGN SHALL BE POLY-TAK STICKY MAT SELF-ADHESIVE CLEAN ROOM MATS.

15. THE CONTRACTOR SHALL KEEP PREMISES CLEAN ANDFREE OF ACCUMULATIONS OF WASTE MATERIALS, RUBBISHAND DEBRIS CAUSED BY DEMOLITION OPERATIONS AT ALLTIMES. CONTROL SPREAD OF DUST TO THE SURROUNDINGAREA. DO NOT STOCKPILE DEMOLISHED MATERIALS ON SITE.

16. AFTER COMPLETION OF DEMOLITION ACTIVITIES, THESITE AND AREAS OF WORK SHALL BE COMPLETELYCLEANED. ALL DEBRIS SHALL BE REMOVED, BARRICADES,SCAFFOLDS, DUST CONTROL BARRIERS AND TEMPORARYBARRIERS SHALL BE REMOVED.

17. ALL REFUSE AND DEBRIS CREATED BY THE WORK OFTHIS PROJECT SHALL BE REMOVED FROM THE PREMISESAND LEGALLY DISPOSED OF AT AN OFF-SITE LOCATION, UNO.REMOVAL OF DEBRIS IS TO BE DISPOSED OF INCONTRACTOR SUPPLIED DUMPSTER(S) AT A CENTRALIZEDLOCATION. COORDINATE DUMPSTER LOCATION WITHFACILITY MANAGEMENT. PROTECT SURFACE BELOWDUMPSTER(S) AS REQUIRED, CONTRACTOR SHALL REPAIRANY DAMAGED OR TURF AREAS AT PROJECT COMPLETION.

18. THE CONTRACTOR SHALL COORDINATE WITH OWNER’SAND UTILITY COMPANY REPRESENTATIVES FOR SHUT OFFPROCEDURE, TIMING AND TAGGING OF ALL EXISTING UTILITYSERVICES PRIOR TO THE START OF DEMOLITION WORK.UTILITY SERVICES CONNECTED TO CAMPUS WIDE SYSTEMSSHALL BE BY-PASSED AS NECESSARY TO ASSURECONTINUITY OF SERVICES TO DOWN-LINE FACILITY USES.

19. EXISTING FIRE ALARM SYSTEMS SHALL BE COORDINATEDWITH TEMPORARY BARRIERS AND MAINTAINED DURINGCONSTRUCTION.

20. PROVIDE TEMPORARY FIRESTOPPING AT RATEDPARTITIONS WHERE EXISTING MATERIALS ARE REQUIRED TOBE REMOVED. SUCH TEMPORARY FIRESTOPPING SHALLREMAIN IN PLACE UNTIL NEW WORK IS COMPLETE ANDPENETRATIONS ARE PROPERLY SEALED.

21. CONSTRUCTION PHASING SHALL BE COORDINATED WITHOWNER AND FACILITIES MANAGEMENT TO ENSURE FACILITYREMAINS OPERATIONAL AT ALL TIMES.

LEGEND

EXISTING DOORTO BE DEMOLISHED

EXISTING DOORTO REMAIN

EXISTING PARTITIONTO REMAIN

EXISTING PARTITIONTO BE DEMOLISHED

LIMITS OF WORK

TEMPORARY BARRIER(FIRE RETARDANT PLASTIC SHEETING)

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GENERAL DEMOLITION NOTESAND LEGEND

AD001


OFFICEB003

MECHANICAL

KITCHEN

OFFICE

OFFICE

STORAGE

STORAGE

CORRIDORB002

PROBATION

TOILET

JUVENILE PROBATIONJUVENILE PROBATION

JUVENILE PROBATION

CORRIDORB001

2.009 2.004

2.003

2.003

2.019

2.019

2.022

2.022

2.017

KEY PLAN

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COURTHOUSE DEMOLITIONPLAN PARTIAL BASEMENT

AD100

TN

GENERAL NOTES THIS SHEET:A. REFER TO SHEET AD001 FOR GENERAL DEMOLITION NOTES,

LEGEND AND SPECIFICATIONS.B. COORDINATE ACCESS TO AREA OF WORK WITH OWNER.

THIS INCLUDES AREAS FOR DEBRIS REMOVAL AND STAGINGFOR TRANSPORT OFFSITE.

SHEET KEYNOTES:

2.003 EXISTING FLOOR FINISH SCHEDULED TOREMAIN. COVER AND PROTECT FROMDAMAGE DURING CONSTRUCTION.

2.004 REMOVE AND SALVAGE EXISTING DOOR,LITE, AND FRAME FOR REINSTALLATION INNEW WORK.

2.009 REMOVE EXISTING NON-LOAD BEARINGINTERIOR PARTITION. REMOVE EXISTINGRECEPTACLES, SWITCHES AND/OR TELECOMUTILITIES FOR ALL WALLS SCHEDULED TO BEDEMOLISHED. COORDINATE WITHELECTRICAL AND TELECOM DRAWINGS. FILLANY HOLES IN FLOOR AND PREP FOR NEWFINISHES, TYP.

2.017 PROVIDE TEMPORARY BARRIER WITH FIRERETARDANT PLASTIC SHEETING.

2.019 EXISTING CEILING SCHEDULED TO REMAIN.REMOVE, SALVAGE AND REINSTALLEXISTING CEILING AND LIGHTS ONLY ASREQUIRED WHERE ABOVE CEILING ACCESSIS REQUIRED FOR MECHANICAL ORELECTRICAL WORK. COORDINATE EXTENDOF WORK WITH MECHANICAL ANDELECTRICAL DRAWINGS.

2.022 MODIFY CEILING GRID TO ACCEPT NEW WALLOR BULKHEAD

1/4" = 1'-0"

COURTHOUSE DEMOLITION PLAN PARTIALBASEMENT


ENTRY HALL102

CLERKSOFFICE

103

DISTRICTCOURTOFFICE

105

DISTRICTCOURTROOM

104

VESTIBULE101

NORTHVAULT

STOREROOM OFFICE

OFFICEOFFICE

CENTERVAULT

SOUTHVAULT

STAIR

MECHANICALROOM

STORAGE

2.015 2.015 2.006

2.022

2.025

KEY PLAN

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COUTHOUSE DEMOLITIONPLAN GROUND FLOOR

AD101

TN

1/4" = 1'-0"

COURTHOUSE DEMOLITION PLAN GROUNDFLOOR PLAN




SHEET KEYNOTES:

2.006 REMOVE EXISTING DOOR, FRAME, ANDHARDWARE.

2.015 CUT OPENING IN EXISTING STONE WALL FORNEW DOOR, WINDOW, OR OPENING ASSCHEDULED, SUPPORT STONE ABOVE;COORDINATE WITH ARCHITECTURAL NEWWORK DRAWINGS. SEE STRUCTURAL NOTESON SHEET A-602


2.025 REMOVE AND SALVAGE EXISTING MOULDINGFOR REUSE IF POSSIBLE


2.013

2.002

2.006

2.006

2.006

2.006

2.006

2.006

2.006

2.006

2.006

2.009

2.009

2.009

2.009

2.009

2.016

2.019

2.020

2.021

2.021

2.021

2.021

2.021

2.015

2.010

2.010

2.002

2.002

2.002

2.002

2.002

2.002

2.002

2.002

2.005

2.005

2.005

2.005

2.005

2.005

2.005

2.005

2.005

2.010

2.001

2.014

FILE ROOM202

VESTIBULE201

OFFICE203

CORRIDOR204

OFFICE205

OPENOFFICE

206

TOILET205A STORAGE

207

OFFICE208

OFFICE209

TOILET209A

KEY PLAN

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COURTHOUSE DEMOLITIONPLAN SECOND FLOOR

AD102

TN

1/4" = 1'-0"

COURTHOUSE DEMOLITION PLAN SECONDFLOOR




SHEET KEYNOTES:

2.001 REMOVE ALL EXISTING WALL TILE; PATCHAND PREPARE EXISTING SUBSTRATE BELOWTO RECEIVE NEW FINISHES AS INDICATED.

2.002 REMOVE EXISTING FLOOR FINISH AND BASECOMPLETELY; PATCH AND PREPAREEXISTING SUBSTRATE BELOW TO RECEIVENEW FLOOR FINISHES AS INDICATED

2.005 REMOVE EXISTING GWB AND/ORACOUSTICAL LAY-IN CEILING SYSTEM (GRIDAND ACT). COORDINATE REMOVAL OFLIGHTS, DIFFUSERS AND OTHER CEILINGMOUNTED DEVICES WITH ELECTRICAL,MECHANICAL AND FIRE PROTECTIONDEMOLITION DRAWINGS.

2.006 REMOVE EXISTING DOOR, FRAME, ANDHARDWARE.

2.009 REMOVE EXISTING NON-LOAD BEARINGINTERIOR PARTITION. REMOVE EXISTINGRECEPTACLES, SWITCHES AND/OR TELECOMUTILITIES FOR ALL WALLS SCHEDULED TO BEDEMOLISHED. COORDINATE WITHELECTRICAL AND TELECOM DRAWINGS. FILLANY HOLES IN FLOOR AND PREP FOR NEWFINISHES, TYP.

2.010 CUT OPENING IN EXISTING INTERIORSTUD/GWB PARTITION FOR NEW DOOR ASSCHEDULED. COORDINATE LOCATION WITHNEW WORK.

2.013 DEMOLISH EXISTING WATER CLOSET,LAVATORY AND ASSOCIATED PIPING INWALL. PREPARE FOR NEW PIPINGCONNECTION. REFER TO NEW WORKPLUMBING PLAN.

2.014 DEMOLISH EXISTING WATERCLOSET ANDLAVATORY. PREPARE ROUGH-INS FOR NEWFIXTURES.

2.015 CUT OPENING IN EXISTING STONE WALL FORNEW DOOR, WINDOW, OR OPENING ASSCHEDULED, SUPPORT STONE ABOVE;COORDINATE WITH ARCHITECTURAL NEWWORK DRAWINGS. SEE STRUCTURAL NOTESON SHEET A-602

2.016 REMOVE EXISTING MIRROR AND TOILETACCESSORIES.


2.020 CUT OPENING IN EXISTING INTERIORPARTITION FOR NEW INTERIOR WINDOW ASSCHEDULED. COORDINATE LOCATION WITHNEW WORK.

2.021 EXISTING WINDOW TO REMAIN, COVER ANDPROTECT DURING CONSTRUCTION


2.002 2.002 2.002

2.0022.0022.005 2.005

2.005

2.009

2.010

2.011

2.019 2.019

LOBBYT101

TREASURYOFFICE

T102

OFFICE

OFFICE

20'-2

1/8

"

2.022

2.007

2.008

OFFICEP102

OFFICEP104

CONFERENCEROOMP105

CONFERENCEROOM

OFFICE

MAIL ROOMOFFICEP103

LOBBYP101

PN

KEY PLAN

P

T

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or re

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upon

by

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par

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AECOM

60637726



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COUNTY BUILDINGDEMOLITION PLAN GROUNDFLOOR

AD103

1/4" = 1'-0"

COUNTY BUILDING DEMOLITION PLAN GROUNDFLOOR - AREA P

1/4" = 1'-0"

COUNTY BUILDING DEMOLITION PLAN GROUNDFLOOR - AREA T

TN




SHEET KEYNOTES:

2.002 REMOVE EXISTING FLOOR FINISH AND BASECOMPLETELY; PATCH AND PREPAREEXISTING SUBSTRATE BELOW TO RECEIVENEW FLOOR FINISHES AS INDICATED

2.005 REMOVE EXISTING GWB AND/ORACOUSTICAL LAY-IN CEILING SYSTEM (GRIDAND ACT). COORDINATE REMOVAL OFLIGHTS, DIFFUSERS AND OTHER CEILINGMOUNTED DEVICES WITH ELECTRICAL,MECHANICAL AND FIRE PROTECTIONDEMOLITION DRAWINGS.

2.007 REMOVE EXISTING GATE.2.008 REMOVE EXISTING COUNTERTOP. PROTECT

EXISTING CASEWORK TO REMAIN.2.009 REMOVE EXISTING NON-LOAD BEARING

INTERIOR PARTITION. REMOVE EXISTINGRECEPTACLES, SWITCHES AND/OR TELECOMUTILITIES FOR ALL WALLS SCHEDULED TO BEDEMOLISHED. COORDINATE WITHELECTRICAL AND TELECOM DRAWINGS. FILLANY HOLES IN FLOOR AND PREP FOR NEWFINISHES, TYP.

2.010 CUT OPENING IN EXISTING INTERIORSTUD/GWB PARTITION FOR NEW DOOR ASSCHEDULED. COORDINATE LOCATION WITHNEW WORK.

2.011 CUT OPENING IN EXISTING INTERIORSTUD/GWB PARTITION FOR NEW CASEDOPENING AS SCHEDULED. COORDINATELOCATION WITH NEW WORK.




1. VERIFY ALL DIMENSIONS AND CONDITIONS IN FIELD PRIORTO START OF WORK. NOTIFY ARCHITECT AND OWNER INWRITING OF ANY WORK DESCRIBED IN THE CONTRACTDOCUMENTS WHICH CANNOT BE PERFORMED DUE TOEXISTING CONDITIONS.

2. COORDINATE ALL CONSTRUCTION WITH APPROVEDPHASING PLANS TO BE DEVELOPED BY THE CONTRACTOR.

3. CONTRACTOR TO PROVIDE AND COORDINATETEMPORARY INTERIOR AND EXTERIOR BUILDING SIGNAGEWITH OWNER.

4. PRIOR TO LAYING OUT NEW WALLS, CONFIRM LOCATIONSOF EXISTING WALLS IN AREA OF WORK AND NOTIFYARCHITECT IF THERE ARE DISCREPANCIES WITH FLOORPLANS. ADDITIONAL DEMOLITION OR ADJUSTMENT TO FLOORPLAN MAY BE REQUIRED TO ACCOMMODATE FOR AS-BUILTCONDITIONS.

5. SHORE AND BRACE ALL WORK TO REMAIN.

6. PRIOR TO PROCEEDING WITH ANY WORK WITHIN THEEXISTING STRUCTURE, THE CONTRACTOR SHALL BECOMEFAMILIAR WITH EXISTING CONDITIONS. DURING THEPROCESS OF CONSTRUCTION, IT SHALL BE THECONTRACTORS RESPONSIBILITY TO MAINTAIN THEINTEGRITY OF EXISTING WORK WHERE EXISTING WORK ISMODIFIED TO ACCOMMODATE NEW CONSTRUCTION AND TOPROTECT FROM DAMAGE THOSE PORTIONS OF EXISTINGWORK, WHICH ARE TO REMAIN.

7. FURNISHINGS AND EQUIPMENT IN ALL AREAS OFRENOVATION SHALL BE PROTECTED DURINGCONSTRUCTION.

8. ALL CONSTRUCTION AND WORK SHOWN ON THECOMPLETE SET OF DRAWINGS IS ASSUMED TO BE NEW ANDFURNISHED AND INSTALLED BY THE CONTRACTOR UNLESSNOTED NIC.

9. IF A CONFLICT EXISTS WITHIN THE DRAWINGS AND/ORSPECIFICATIONS THE MORE STRINGENT AND MORE COSTLYREQUIREMENT SHALL APPLY. ITEMS SHOWN ON DRAWINGS,BUT NOT SPECIFIED, SHALL APPLY AND BE FURNISHED ANDINSTALLED BY THE CONTRACTOR. IF AN ITEM IS SHOWN ONTHE DRAWINGS, BUT IS NOT INCLUDED IN THESPECIFICATIONS, PROVIDE ITEM OF A QUALITY LEVELCONSISTENT WITH THE GENERAL QUALITY LEVEL OF THECONTRACT REQUIREMENTS. BRING CONFLICTS BETWEENDRAWINGS AND SPECIFICATIONS TO THE ATTENTION OF THEARCHITECT IMMEDIATELY FOR CLARIFICATION.

10. WRITTEN INFORMATION TAKES GENERAL PRECEDENCEOVER DRAWING LINES. BRING CONFLICTS BETWEENWRITTEN INFORMATION AND DRAWN LINES TO THEATTENTION OF THE ARCHITECT IMMEDIATELY.

GENERAL NOTES, LEGENDS AND SYMBOLS

ARCHITECTURAL

11. IF AN AREA OR SPACE IS SHOWN, BUT IS NOT CLEARLYDEFINED OR INDICATED BY NOTES, PROVIDE THE SAMEMATERIALS, FINISHES AND QUALITY OF CONSTRUCTION ASSCHEDULED OR DETAILED FOR AREAS OF SIMILAR USEELSEWHERE IN THE WORK.

12. TYPICAL DETAILS THROUGHOUT THE DRAWING SETSHALL APPLY FOR ALL APPLICABLE CONDITIONS, EVEN IFNOT SPECIFICALLY SHOWN OR REFERENCED.

13. ALL APPURTENANCES BUILT INTO OR THROUGH WALLS,INCLUDING DOORS, WINDOWS, DUCTS, LOUVERS, GRILLES,PIPING, MECHANICAL WORK, ETC. SHALL FIT TIGHTLY AND BETHOROUGHLY SEALED AROUND PERIMETERS. USEFIRESTOPPING SYSTEMS THAT HAVE RATINGS THAT MEETREQUIREMENTS OF ASSEMBLIES BEING PENETRATED.

14. PROVIDE ADA-COMPLIANT TRANSITION STRIPS AT ALLCHANGES IN FLOOR ELEVATIONS AND CHANGES IN FLOORFINISH MATERIAL.

15. REFER TO MECHANICAL, PLUMBING, AND ELECTRICALDRAWINGS FOR LOCATIONS AND DESCRIPTIONS OF ACCESSPANELS, LOUVER OPENINGS, VENTILATORS, GRILLES, VALVECABINETS, FIRE DAMPERS OR OTHER APPURTENANCESAFFECTING WALLS, CEILINGS OR FLOORS. PROVIDENECESSARY LINTELS, SUPPORT AND ANCHORAGE. SEEARCHITECTURAL DRAWINGS FOR LINTEL REQUIREMENTS.

16. EXISTING FIRE ALARM SYSTEMS SHALL BE COORDINATEDWITH TEMPORARY BARRIERS AND MAINTAINED DURINGCONSTRUCTION.

17. ALL ABANDONED SLAB ON GRADE PENETRATIONS, UP TO8" IN DIAMETER, SHALL BE INFILLED WITH NON-SHRINKGROUT, FULL THICKNESS OF EXISTING SLAB.

18. CONTRACTOR SHALL VERIFY EXISTING FLOORELEVATIONS PRIOR TO BEGINNING WORK.

19. ALL EXISTING SLABS ARE TO BE PREPPED FOR NEWFINISHES INCLUDING FLOOR LEVELING AS REQUIRED TOACHIEVE FLAT SURFACE. THIS INCLUDES LOCATION OF COLDJOINTS WITH NEW SLAB. GRIND CONCRETE AS REQUIRED.

20. SEAL ALL PENETRATIONS IN AIR BARRIER CREATED BYTHE VENEER ANCHORAGE FASTENERS SO A CONTINUOUSPLANE OF AIR-TIGHTNESS IS MAINTAINED.

21. MAINTAIN INTERIM LIFE SAFETY MEASURES (ILSM)DURING RENOVATION.

LEGEND AND SYMBOLS

PRIMARY APPLICABLE CRITERIA• 2015 VIRGINIA CONSTRUCTION CODE (VCC), WHICHINCORPORATES BY REFERENCE THE 2015 INTERNATIONALBUILDING CODE (IBC)

• 2015 VIRGINIA EXISTING BUILDING CODE (VEBC), WHICHINCORPORATES BY REFERENCE THE 2015 INTERNATIONALEXISTING BUILDING CODE (IEBC)

• 2015 VIRGINIA STATEWIDE FIRE PREVENTION CODE(VSFPC), WHICH INCORPORATES BY REFERENCE THE 2015INTERNATIONAL FIRE CODE (IFC)

• NFPA 70, NATIONAL ELECTRICAL CODE, 2014

OCCUPANCY CLASSIFICATION (VCC §304.1)THE ALLEGHANY COURTHOUSE AND COUNTY OFFICES AREBOTH CLASSIFIED AS BUSINESS (GROUP B) OCCUPANCIES.THESE RENOVATIONS DO NOT CHANGE THE OCCUPANCYCLASSIFICATION.

CLASSIFICATION OF WORK (VEBC §504.1 & CHAPTER 8)LEVEL2 ALTERATION: THE RENOVATIONS ARE LIMITED TO THERECONFIGURATION OF SPACES AND ADDITION/ELIMINATIONOF WALLS, WINDOWS, OR DOORS. THE WORK AREA DOESNOT EXCEED 50 PERCENT OF THE BUILDING AREA.

LIFE SAFETY CODE ANALYSIS

NEW GWB PARTITION

NEW DOOR AND TAG, SEESHEET A-611 FOR DOORSCHEDULE

EXISTING DOORTO REMAIN

EXISTING PARTITIONTO REMAIN

XXX

PARTITION TYPE TAGPXX

TOILET ACCESSORY TAGAXX

WINDOW TAGW#

LIMITS OF WORK

1. ARCHITECT TO REVIEW ALL LIGHT/CEILING FIXTURELOCATIONS PRIOR TO INSTALLATION.

2. INSTALL THE SUSPENDED CEILING GRID TO BE LEVELWITHIN A TOLERANCE OF 1/8" IN 12'-0". ANCHOR ASREQUIRED.

3. ARCHITECT TO REVIEW LOCATIONS OF ALL SLOTDIFFUSERS, SPRINKLERS, SMOKE DETECTORS, ETC. IN GYPBD CEILINGS PRIOR TO INSTALLATION BY SHOP DRAWINGREVIEW.

4. REFLECTED CEILING PLANS INDICATED CEILING TYPE ANDDESIGN INTENT; REFER TO MECHANICAL, PLUMBING ANDELECTRICAL DRAWINGS FOR ADDITIONAL WORK ANDCOORDINATE.

5. WHERE ACOUSTICAL PANELS ARE REQUIRED TO BE CUT,CUT THE PANELS TO MAINTAIN A SHARP AND NEAT EDGE.

6. INSTALL LIGHT FIXTURES IN THE CENTER OF THEACOUSTICAL CEILING PANEL AND/OR CENTERED IN THEROOM AS INDICATED, UNO.

7. ALL ACOUSTICAL CEILING TILES TO BE INSTALLEDCENTERED IN ROOMS, UNO.

8. REFER TO FINISH SCHEDULE FOR CEILING TYPES ANDFINISHES.

GENERAL REFLECTED CEILING PLAN NOTES, LEGEND AND SYMBOLS

ARCHITECTURALLEGEND AND SYMBOLS

2' x 4' GRID AND TILE SYSTEM -SEE SPECIFICATIONS

GYPSUM BOARD CEILING, SOFFIT AND/ORBULKHEAD AS INDICATED ON PLAN. SEEFINISH PLAN FOR PAINT SPECIFICATIONS

MATERIALS

FINISHED CEILING HEIGHT AS INDICATEDON PLAN UNO.X' - X"

ANNOTATIONS

LIGHT FIXTURES

NEW 1' x 4' RECESSED SEMI-INDIRECTLED FIXTURE (EMERGENCY)

NEW 2' x 2' RECESSED SEMI-INDIRECTLED FIXTURE


HVAC

CEILING SUPPLY DIFFUSER

CEILING RETURN DIFFUSER

CEILING EXHAUST DIFFUSER

EXISTING 1' X 4' LIGHT FIXTURE TOREMAIN OR BE RELOCATED



(E)

(E)

(E)

EXISTING SUPPLY DIFFUSER TOREMAIN OR BE RELOCATED

EXISTING RETURN DIFFUSER TOREMAIN OR BE RELOCATED

(E)

(E)

2' x 2' GRID AND TILE SYSTEM -SEE SPECIFICATIONS




CEILING TRANSFER GRILLE

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rodu

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GENERAL NOTES ANDLEGENDS

A-001


OFFICEB003

OFFICE

OFFICE

STORAGE

MECHANICAL

KITCHEN

PROBATION

TOILET

JUVENILE PROBATION

5'-0

7/8

"8'

-2 1

/8"

13'-2 1/2"

CORRIDORB002

STORAGE

B001

P21

P21CORRIDOR

B001

1'-8

"

5'-0"


B003

9.010 9.0108.010

PNT-1RBR-1

PNT-1RBR-1

PNT-1RBR-1

9.033

11.005

MATCHEXIST

MATCHEXIST

MATCHEXIST

WALL MATERIAL FINISH CODE

BASE MATERIAL FINISH CODE


EXTENT OF FINISH

FLOOR MATERIAL FINISH CODE

CHANGE IN FLOOR FINISH


XX-XXX

XX-X

XX-X

XX-X

XX-X

FINISH SYMBOLS:

KEY PLAN

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par

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COURTHOUSE PARTIALBASEMENT PLAN

A-100

1/4" = 1'-0"COURTHOUSE PARTIAL BASEMENT PLAN

TN

GENERAL NOTES THIS SHEET:A. REFER TO SHEET G-003 FOR ABBREVIATIONS.B. REFER TO SHEET A-601 FOR TYPICAL MOUNTING HEIGHTS AND

ACCESSIBLE CLEARANCE REQUIREMENTS.C. REFER TO SHEET G-004 FOR GENERAL NOTES, LEGENDS AND

SYMBOLS.D. REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL

DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL WORK ANDCOORDINATE EXTENT WITH RESPECTIVE TRADES.

E. ALL DIMENSIONS ARE TO FINISH FACE OF NEW INTERIORPARTITIONS, COLUMN CENTERLINE, FACE OF ROUGH MASONRYOPENING OR FINISH FACE OF EXTERIOR WALLS UNO.

F. DOOR OPENINGS ARE DIMENSIONED BY MASONRY OPENING ORTO CENTERLINE OF OPENING. DOOR OPENINGS THAT ARE NOTDIMENSIONALLY LOCATED ARE TO BE CENTERED BETWEENWALLS OR POSITIONED WITH THE HINGED JAMB 4 INCHES AWAYFROM ADJACENT PERPENDICULAR WALL OR COLUMN AS SHOWNON THE PLANS AND/OR DETERMINED BY THE DETAILS.

G. WHEN UNDIMENSIONED PARTITIONS APPEAR IN CONJUNCTIONWITH DOOR OPENINGS, THE DOOR WIDTH AND DOOR FRAMEDETAILS DETERMINE THE LOCATION OF ADJACENT WALLS ANDFRAMES.

H. PROVIDE SOLID FRT WD BLOCKING OR METAL STRAPPING ATPARTITIONS AS REQUIRED TO ACCOMMODATE INSTALLATION OFCASEWORK, GRAB BARS, AV EQUIPMENT, SIGNAGE AND ALLSCHEDULED EQUIPMENT AND ACCESSORIES.

I. PATCH EXISTING WALLS AS NEEDED AT LOCATIONS OF DEMOAND REMOVAL OF PREVIOUS WALL. PREP FOR NEW FINISHES.

J. PATCH AND FLOAT FLOOR AS NEEDED TO PROVIDE LEVEL ANDSMOOTH SUBSTRATE FOR NEW FINISHES

K. SEE SHEET A-603 FOR INTERIOR FINISH LEGEND, INTERIORFINISH SCHEDULE AND FLOORING TRANSITION DETAILS.

SHEET KEYNOTES:

8.010 REINSTALL SALVAGED DOOR AND SIDELITEWHERE INDICATED

9.010 PATCH AND REPAIR WALL SURFACE ANDFINISH TO MATCH NEW WHERE DEMOLISHEDPARTITION INTERSECTED.

9.033 INFILL WITH TILE FLOORING TO MATCHEXISTING WHERE WALL WAS REMOVED

11.005 REMOTE DOOR RELEASE DESK MOUNTBUTTON


UP DN

DN

UP

UP

ENTRY HALL102

CLERKSOFFICE

103

NORTHVAULT

STOREROOM OFFICE

DISTRICTCOURTOFFICE

105

OFFICEOFFICE

DISTRICTCOURTROOM

104VESTIBULE

101

CENTERVAULT

SOUTHVAULT

STAIR

MECHANICALROOM

STORAGE

103

EQEQ

3'-7" 6'-7" W3

A-411

1

A-411

2

3

A-411 5

4'-0"

A-4116

A-411

4

8.006 9.0199.019

9.0269.026

11.002 W2

10" 6'-2" 8"

W1

9.028

9.028

9.0289.028

9.029

9.028

1'-0" 1'-6 1/8"

9.028

3'-1

"

9.031

9 1/2" 3'-0" 3'-0" 9 1/2"

EQEQ

EQEQ

7"10

"

1'-0 3/4" 4'-6" 1'-0 3/4"

4'-0"

11.004

11.004

6'-0

3/8

"

5'-6

"

5'-6

"

5'-6

"

11.005

11.005

PNT-1EXIST




EXTENT OF FINISH




XX-XXX

XX-X

XX-X

XX-X

XX-X

FINISH SYMBOLS:

1/4" = 1'-0"COURTHOUSE GROUND FLOOR PLAN












KEY PLAN

This

dra

win

g ha

s be

en p

repa

red

for t

he u

se o

f AE

CO

M’s

clie

nt. I

t may

not

be

used

, mod

ified

, rep

rodu

ced

or re

lied

upon

by

third

par

ties,

exc

ept a

s ag

reed

by

AE

CO

M o

r as

requ

ired

by la

w. A

EC

OM

acc

epts

no

resp

onsi

bilit

y, a

nd d

enie

s an

y lia

bilit

y w

hats

oeve

r, to

any

par

ty th

at u

ses

or re

lies

on th

is d

raw

ing

with

out A

EC

OM

’s e

xpre

ss w

ritte

n co

nsen

t. D

o no

t sca

le th

is d

ocum

ent.

All

mea

sure

men

ts m

ust b

e ob

tain

ed fr

om th

e st

ated

dim

ensi

ons.

PN

www.aecom.com

4' 2' 0 4' 8'1/4"=1'-0"

1 2 3 4 5

D

C

B

A

GRAPHIC SCALES

6 7

E

F

PROJECT

CLIENT

CONSULTANT

REGISTRATION



ISSUE/REVISION

SHEET NUMBER

SHEET TITLE

PROJECT NUMBER

File

nam

e:


AECOM

60637726



BIM

360

://BP

-AM

ER (U

SA) 6

0637

726-

Alle

gany

Cou

nty

CO

VID

-19

SIR

/Alle

ghan

y C

ourth

ouse

Ren

ovat

ion

TO-2

.rvt

COURTHOUSE GROUNDFLOOR PLAN

A-101

TN

SHEET KEYNOTES:

8.006 TRANSACTION WINDOW WITH FIXED GLAZINGAND COUNTER

9.019 ALIGN FINISH FACE OF PARTITIONS FORSMOOTH GYPSUM TRANSITION

9.026 ALIGN FINISH FACE OF PARTITIONS FORSMOOTH PANELING TRANSITION

9.028 TEMPORARY CLEAR ACRYLIC PARTITION9.029 INSTALL SALVAGED MOLDING WHERE

POSSIBLE9.031 ALIGN FINISH FACE OF PARTITIONS11.002 HI-SCAN SYSTEM11.004 HANDS FREE HAND SANITIZER, OFOI11.005 REMOTE DOOR RELEASE DESK MOUNT

BUTTON


DN

OFFICE203

MEETINGROOM

202

OFFICE205

CORRIDOR204

OFFICE206

OFFICE208

OFFICE210

OFFICE209

TOILET207

TOILET209A

VESTIBULE201

COURTROOM

201

205

207

210

209

W4

8'-5

7/8

"10

'-11

1/2"

10'-1

1 1/

4"

5'-5

3/4

"3'

-10

7/8"

5'-1

"

6'-6

"12

'-4 1

/2"

8'-9 3/4"

A-4117

P21

P21

P22

P21

P22

P22

8'-0"

P21

P21A

P11P11

P11B

A-4118

2A-102

3A-102

5'-5"

4'-6 1/2"

6.001

8.001

9.019

9.027

9.019

9.0199.019

9.019

9.027

P21

206

208

5A-602

EQ EQ11.001

4'-0

"

11.0036.001

CPT-1

CPT

-1

CPT

-1

2'-8"

RF-

1

RF-

1

CPT-1RF-1

RF-1CPT-1RF-1

CPT-1 EXIST

9.010 9.010

9.010

9.032

11.00511.005

11.005

CPT-1

CPT-1

CPT-1

CPT-1

CPT-1

CPT-1

CPT-1

CPT-1

PNT-1WDB-1

PNT-1WDB-1

PNT-1WDB-1

PNT-1WDB-1

PNT-1WDB-1

PNT-1WDB-1

PNT-1WDB-1

PNT-1WDB-1

PNT-2

PNT-1WDB-1

RF-1

RF-

1C

PT-1

TOILET209A

A1066C

A5075A5080

A-4119

10

11

12

A5200

WC-1WTL-1

FTL-1

FTL-1CPT-1

A5145

A5109

A5109BA5200

A5075

A1066CA5080

A5109A

207

A-411 13

16

15

14

TOILET207

WC-1WTL-1

FTL-1 RF-1

FTL-1




EXTENT OF FINISH




XX-XXX

XX-X

XX-X

XX-X

XX-X

FINISH SYMBOLS:

1/4" = 1'-0"COURTHOUSE SECOND FLOOR PLAN












KEY PLAN

This

dra

win

g ha

s be

en p

repa

red

for t

he u

se o

f AE

CO

M’s

clie

nt. I

t may

not

be

used

, mod

ified

, rep

rodu

ced

or re

lied

upon

by

third

par

ties,

exc

ept a

s ag

reed

by

AE

CO

M o

r as

requ

ired

by la

w. A

EC

OM

acc

epts

no

resp

onsi

bilit

y, a

nd d

enie

s an

y lia

bilit

y w

hats

oeve

r, to

any

par

ty th

at u

ses

or re

lies

on th

is d

raw

ing

with

out A

EC

OM

’s e

xpre

ss w

ritte

n co

nsen

t. D

o no

t sca

le th

is d

ocum

ent.

All

mea

sure

men

ts m

ust b

e ob

tain

ed fr

om th

e st

ated

dim

ensi

ons.

PN

www.aecom.com

12" 6" 0 1' 2' 3' 4' 5'1/2"=1'-0"

4' 2' 0 4' 8'1/4"=1'-0"

1 2 3 4 5

D

C

B

A

GRAPHIC SCALES

6 7

E

F

PROJECT

CLIENT

CONSULTANT

REGISTRATION



ISSUE/REVISION

SHEET NUMBER

SHEET TITLE

PROJECT NUMBER

File

nam

e:


AECOM

60637726



BIM

360

://BP

-AM

ER (U

SA) 6

0637

726-

Alle

gany

Cou

nty

CO

VID

-19

SIR

/Alle

ghan

y C

ourth

ouse

Ren

ovat

ion

TO-2

.rvt

COURTHOUSE SECONDFLOOR PLAN

A-102

TN

SHEET KEYNOTES:

6.001 PROVIDE SOLID BLOCKING IN WALL FORWALL MOUNTED MONITOR OR WHITEBOARD

8.001 NEW PREFINISHED HOLLOW METAL WINDOW9.010 PATCH AND REPAIR WALL SURFACE AND

FINISH TO MATCH NEW WHERE DEMOLISHEDPARTITION INTERSECTED.


9.027 INFILL DOOR OPENING, MATCH EXISTINGWALL WIDTH AND REQUIRED RATEDCONSTRUCTION

9.032 EXISTING RESTROOM IS HAVING FINISHEDAND FIXTURES RENOVATED, ADACOMPLIANCE NOT POSSIBLE WITH EXISTINGSPACE AVAILABLE.

11.001 MONITOR BRACKETS CFCI, MONITOR TO BEOFOI

11.003 WHITEBOARD, OFOI11.005 REMOTE DOOR RELEASE DESK MOUNT

BUTTON

EQUIPMENT SCHEDULEMARK ITEM Comments

A1066C Mirror, Float Glass, With SS Frame CFCIA5075 Dispenser, Soap, Disposable OFOIA5080 Dispenser, Paper Towel, SS, Surface

MountedOFOI

A5109 Grab bar, 42" CFCIA5109A Grab bar, 36" CFCIA5109B Vertical grab bar, 12" CFCIA5145 Double Coat Hook CFCIA5200 Dispenser,Toilet Paper OFOI

1/2" = 1'-0"A-1022 TLT 209A

1/2" = 1'-0"A-1023 TLT 207


OFFICEMAIL ROOM

OFFICEP106

OFFICEP104

OFFICEP102

LOBBYP101

MEETINGROOMP103

CONFERENCEROOM

COPY ROOMP105

P104

P106

P103

P105

A-411

17

10'-5 1/4"

11'-5

1/4

"

15'-0

"

P21

P21

P21 9.019

9.0199.019

9.019

9.027

9.027

8.010

8.010

8.010

CPT

-2R

F-2

PNT-1RBR-2 CPT-2 PNT-1

RBR-2 CPT-2 PNT-1RBR-2 CPT-2

PNT-1RBR-2 CPT-2

PNT-1RBR-2 CPT-2

PNT-1RBR-2 RF-2

PNT-3

LOBBYT101

TREASURYOFFICE

T102

OFFICE

OFFICE

A-41118

T101

2'-0"

2'-4"

A-411 19

P21

1'-8

"

10'-1 3/4"

5'-0

5/8

"5'

-0 1

/2"

5'-0

1/2

"

9 1/2"

20'-2

1/8

"

10'-4 3/4"




EXTENT OF FINISH




XX-XXX

XX-X

XX-X

XX-X

XX-X

FINISH SYMBOLS:












PN

KEY PLAN

P

T

This

dra

win

g ha

s be

en p

repa

red

for t

he u

se o

f AE

CO

M’s

clie

nt. I

t may

not

be

used

, mod

ified

, rep

rodu

ced

or re

lied

upon

by

third

par

ties,

exc

ept a

s ag

reed

by

AE

CO

M o

r as

requ

ired

by la

w. A

EC

OM

acc

epts

no

resp

onsi

bilit

y, a

nd d

enie

s an

y lia

bilit

y w

hats

oeve

r, to

any

par

ty th

at u

ses

or re

lies

on th

is d

raw

ing

with

out A

EC

OM

’s e

xpre

ss w

ritte

n co

nsen

t. D

o no

t sca

le th

is d

ocum

ent.

All

mea

sure

men

ts m

ust b

e ob

tain

ed fr

om th

e st

ated

dim

ensi

ons.

www.aecom.com

4' 2' 0 4' 8'1/4"=1'-0"

1 2 3 4 5

D

C

B

A

GRAPHIC SCALES

6 7

E

F

PROJECT

CLIENT

CONSULTANT

REGISTRATION



ISSUE/REVISION

SHEET NUMBER

SHEET TITLE

PROJECT NUMBER

File

nam

e:


AECOM

60637726



BIM

360

://BP

-AM

ER (U

SA) 6

0637

726-

Alle

gany

Cou

nty

CO

VID

-19

SIR

/Alle

ghan

y C

ourth

ouse

Ren

ovat

ion

TO-2

.rvt

COUNTY BUILDING GROUNDFLOOR PLAN

A-103

SHEET KEYNOTES:

8.010 REINSTALL SALVAGED DOOR AND SIDELITEWHERE INDICATED


9.027 INFILL DOOR OPENING, MATCH EXISTINGWALL WIDTH AND REQUIRED RATEDCONSTRUCTION

1/4" = 1'-0"

COUNTY BUILDING GROUND FLOOR PLAN -AREA P

1/4" = 1'-0"

COUNTY BUILDING GROUND FLOOR PLAN -AREA T

TN


PROBATION

TOILET


JUVENILE PROBATION

OFFICEB003

CORRIDORB002

OFFICE

MECHANICAL

KITCHEN

OFFICE

STORAGE

STORAGECORRIDORB001

9.009

9.011 9.0119.020 9.020

9.020

7'-1"

7'-1"

7'-1"

KEY PLAN

This

dra

win

g ha

s be

en p

repa

red

for t

he u

se o

f AE

CO

M’s

clie

nt. I

t may

not

be

used

, mod

ified

, rep

rodu

ced

or re

lied

upon

by

third

par

ties,

exc

ept a

s ag

reed

by

AE

CO

M o

r as

requ

ired

by la

w. A

EC

OM

acc

epts

no

resp

onsi

bilit

y, a

nd d

enie

s an

y lia

bilit

y w

hats

oeve

r, to

any

par

ty th

at u

ses

or re

lies

on th

is d

raw

ing

with

out A

EC

OM

’s e

xpre

ss w

ritte

n co

nsen

t. D

o no

t sca

le th

is d

ocum

ent.

All

mea

sure

men

ts m

ust b

e ob

tain

ed fr

om th

e st

ated

dim

ensi

ons.

PN

www.aecom.com

4' 2' 0 4' 8'1/4"=1'-0"

1 2 3 4 5

D

C

B

A

GRAPHIC SCALES

6 7

E

F

PROJECT

CLIENT

CONSULTANT

REGISTRATION



ISSUE/REVISION

SHEET NUMBER

SHEET TITLE

PROJECT NUMBER

File

nam

e:


AECOM

60637726



BIM

360

://BP

-AM

ER (U

SA) 6

0637

726-

Alle

gany

Cou

nty

CO

VID

-19

SIR

/Alle

ghan

y C

ourth

ouse

Ren

ovat

ion

TO-2

.rvt

COURTHOUSE PARTIALBASEMENT REFLECTEDCEILING PLAN

A-150

TN

1/4" = 1'-0"

COURTHOUSE PARTIAL BASEMENTREFLECTED CEILING PLAN


GENERAL NOTES THIS SHEET:A. REFER TO SHEET G-003 FOR ABBREVIATIONS.B. REFER TO SHEET G-004 FOR GENERAL NOTES, LEGENDS

AND SYMBOLS.C. REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL

DRAWINGS AND SPECIFICATIONS FOR ADDITIONAL WORKAND COORDINATE EXTENT WITH RESPECTIVE TRADES.

D. ALL DIMENSIONS ARE TO FINISH FACE OF NEW INTERIORPARTITIONS, SOFFITS/BULKHEADS, OPENINGS, COLUMNCENTERLINE, OR FINISH FACE OF EXTERIOR WALLS UNO.

E. COORDINATE CEILING SOFFITS, COVES AND LIGHT SHELVESWITH WALL CABINETS AND TALL CABINETS.

F. REFER TO THE FINISH LEGEND FOR CEILING FINISHINFORMATION.

G. LOCATE ACCESS PANELS IN GWB CEILINGS AS NEEDED ANDCOORDINATE WITH GEOMETRY OF LIGHT AND MECHANICALDIFFUSER LAYOUT. PROVIDE 24" X 24" ACCESS PANELSWHERE 90 DEGREE BENDS OR T-INTERSECTIONS OCCUR INCABLE TRAYS. PROVIDE OTHER ACCESS PANELS AS NEEDEDTO ACCESS PLUMBING AND MECHANICAL CONTROLS ORDEVICES AS NEEDED.

SHEET KEYNOTES:

9.009 REWORK EXISTING GRID TO ACCOMMODATENEW LAYOUT

9.011 PATCH CEILING GRID TO MATCH EXISTINGWHERE DEMOLISHED PARTITIONINTERSECTED.

9.020 EXISTING TILE PATTERN SHOWN FORREFERENCE ONLY, VIF

NORTHVAULT

STOREROOM OFFICE

OFFICEOFFICE

CENTERVAULT

SOUTHVAULT

STAIR

MECHANICALROOM

STORAGE

ENTRY HALL102

CLERKSOFFICE

103

DISTRICTCOURTOFFICE

105

DISTRICTCOURTROOM

104

VESTIBULE101

GWB-18'-0"

9.018

2'-0

"

9.009

9.0309.020

2'-0

"

9.009

9.0309.020

6A-501

5A-501

2'-0"

9'-6"

KEY PLAN

This

dra

win

g ha

s be

en p

repa

red

for t

he u

se o

f AE

CO

M’s

clie

nt. I

t may

not

be

used

, mod

ified

, rep

rodu

ced

or re

lied

upon

by

third

par

ties,

exc

ept a

s ag

reed

by

AE

CO

M o

r as

requ

ired

by la

w. A

EC

OM

acc

epts

no

resp

onsi

bilit

y, a

nd d

enie

s an

y lia

bilit

y w

hats

oeve

r, to

any

par

ty th

at u

ses

or re

lies

on th

is d

raw

ing

with

out A

EC

OM

’s e

xpre

ss w

ritte

n co

nsen

t. D

o no

t sca

le th

is d

ocum

ent.

All

mea

sure

men

ts m

ust b

e ob

tain

ed fr

om th

e st

ated

dim

ensi

ons.

PN

www.aecom.com

4' 2' 0 4' 8'1/4"=1'-0"

1 2 3 4 5

D

C

B

A

GRAPHIC SCALES

6 7

E

F

PROJECT

CLIENT

CONSULTANT

REGISTRATION



ISSUE/REVISION

SHEET NUMBER

SHEET TITLE

PROJECT NUMBER

File

nam

e:


AECOM

60637726



BIM

360

://BP

-AM

ER (U

SA) 6

0637

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gany

Cou

nty

CO

VID

-19

SIR

/Alle

ghan

y C

ourth

ouse

Ren

ovat

ion

TO-2

.rvt

COURTHOUSE GROUNDFLOOR REFLECTED CEILINGPLAN

A-151

TN

1/4" = 1'-0"

COURTHOUSE GROUND FLOOR REFLECTEDCEILING PLAN








SHEET KEYNOTES:


9.018 ALIGN FINISH FACE OF BULKHEAD WITHFINISH FACE OF ADJACENT WALL FORSMOOTH GYPSUM TRANSITION


9.030 EXISTING CEILING TO REMAIN


GWB-18'-0" GWB-1

8'-0"

GWB-18'-0"

GWB-18'-0"

GWB-18'-0"

GWB-17'-0"

GWB-18'-0"

GWB-18'-0"

GWB-18'-0"

GWB-18'-0"

VESTIBULE201

MEETINGROOM

202

OFFICE203

OFFICE205

CORRIDOR204

OFFICE206

OFFICE208

TOILET207

OFFICE209

TOILET209A

COURTROOM

9.030

4A-501

GWB-17'-0"

3A-501

4A-501

4A-501

4A-501

4A-602

OFFICE210

7'-8"

8'-0"

4A-501

KEY PLAN

This

dra

win

g ha

s be

en p

repa

red

for t

he u

se o

f AE

CO

M’s

clie

nt. I

t may

not

be

used

, mod

ified

, rep

rodu

ced

or re

lied

upon

by

third

par

ties,

exc

ept a

s ag

reed

by

AE

CO

M o

r as

requ

ired

by la

w. A

EC

OM

acc

epts

no

resp

onsi

bilit

y, a

nd d

enie

s an

y lia

bilit

y w

hats

oeve

r, to

any

par

ty th

at u

ses

or re

lies

on th

is d

raw

ing

with

out A

EC

OM

’s e

xpre

ss w

ritte

n co

nsen

t. D

o no

t sca

le th

is d

ocum

ent.

All

mea

sure

men

ts m

ust b

e ob

tain

ed fr

om th

e st

ated

dim

ensi

ons.

PN

www.aecom.com

4' 2' 0 4' 8'1/4"=1'-0"

1 2 3 4 5

D

C

B

A

GRAPHIC SCALES

6 7

E

F

PROJECT

CLIENT

CONSULTANT

REGISTRATION



ISSUE/REVISION

SHEET NUMBER

SHEET TITLE

PROJECT NUMBER

File

nam

e:


AECOM

60637726



BIM

360

://BP

-AM

ER (U

SA) 6

0637

726-

Alle

gany

Cou

nty

CO

VID

-19

SIR

/Alle

ghan

y C

ourth

ouse

Ren

ovat

ion

TO-2

.rvt

COURTHOUSE SECONDFLOOR REFLECTED CEILINGPLAN

A-152

TN

1/4" = 1'-0"

COURTHOUSE SECOND FLOOR REFLECTEDCEILING PLAN








SHEET KEYNOTES:



ACT-18'-0"

ACT-18'-0"

ACT-18'-0"

ACT-18'-0"

CONFERENCEROOM

OFFICEMAIL ROOM

LOBBYP101

MEETINGROOMP103

COPY ROOMP105

OFFICEP106

OFFICEP104

OFFICEP102

9.030 9.030

GWB-18'-0"

LOBBYT101

TREASURYOFFICE

T102

OFFICE

OFFICE

9.009

9.020

9.030

9.009

9.020

9.030

2'-5 3/4"

9.0189.018

9.018

7A-501

9'-5"

9'-5"

PN

KEY PLAN

P

T

This

dra

win

g ha

s be

en p

repa

red

for t

he u

se o

f AE

CO

M’s

clie

nt. I

t may

not

be

used

, mod

ified

, rep

rodu

ced

or re

lied

upon

by

third

par

ties,

exc

ept a

s ag

reed

by

AE

CO

M o

r as

requ

ired

by la

w. A

EC

OM

acc

epts

no

resp

onsi

bilit

y, a

nd d

enie

s an

y lia

bilit

y w

hats

oeve

r, to

any

par

ty th

at u

ses

or re

lies

on th

is d

raw

ing

with

out A

EC

OM

’s e

xpre

ss w

ritte

n co

nsen

t. D

o no

t sca

le th

is d

ocum

ent.

All

mea

sure

men

ts m

ust b

e ob

tain

ed fr

om th

e st

ated

dim

ensi

ons.

www.aecom.com

4' 2' 0 4' 8'1/4"=1'-0"

1 2 3 4 5

D

C

B

A

GRAPHIC SCALES

6 7

E

F

PROJECT

CLIENT

CONSULTANT

REGISTRATION



ISSUE/REVISION

SHEET NUMBER

SHEET TITLE

PROJECT NUMBER

File

nam

e:


AECOM

60637726



BIM

360

://BP

-AM

ER (U

SA) 6

0637

726-

Alle

gany

Cou

nty

CO

VID

-19

SIR

/Alle

ghan

y C

ourth

ouse

Ren

ovat

ion

TO-2

.rvt

COUNTY BUILDING GROUNDGLOOR REFLECTED CEILINGPLAN

A-153

TN

1/4" = 1'-0"

COUNTY BUILDING GROUND FLOORREFLECTED CEILING PLAN - AREA P

1/4" = 1'-0"

COUNTY BUILDING GROUND FLOORREFLECTED CEILING PLAN - AREA T









SHEET KEYNOTES:


9.018 ALIGN FINISH FACE OF BULKHEAD WITHFINISH FACE OF ADJACENT WALL FORSMOOTH GYPSUM TRANSITION



MATCH EXISTING PAINTAND MOULDING

3'-3

7/8

"4'

-9 3

/8"

EXST. WATERFOUNTAIN

GL-1

GL-1

W3

9.029

11.002

3'-6

"

8'-2

"

9.028

2'-6

"3'

-0"

4'-0"

GL-2

SS-1

PLAM-1

3'-6

"1

1/2"

11A-501

W3

7'-1"

2'-6"2'-6"

PNT-1

12A-501

SS-1

PLAM-1

3'-6

"1

1/2"

PNT-1

PLAM-1

COUNTERTOPAND BACKSPLASH,SS-1

OPEN TOBEYOND

2'-6"

2'-6

"2'

-10"

4"

8A-501

11A-501

1'-3" 1'-3"

10A-501

WDB-1 3'-0

"

CHAIRRAIL,WDD-1

CROWNMOLDING,WDD-1

2'-6

"1'

-6"

3'-0

"

8A-501

9A-501

PNT-2

WDB-1

COUNTERTOPANDBACKSPLASH,SS-1

PLAM-1

WATER DISPENSER

MFP

REF

MW

PLAM-1

1'-9" 1'-9"

CHAIR RAIL, WDD-1

CROWN MOLDING, WDD-1

A5080

3'-4

" AFF

WC-1

WTL-1CHAIR RAILEND PIECE(TYP.)

WTL-1

3'-4

" AFF

A1066CWC-1

WTL-1

A5200

A5080

3'-4

" AFF

WC-1

WTL-1

A1066C

A5200

A5080

3'-4

" AFF

WC-1

WTL-1

A5075

A1066C

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

WC-1

22.003

A5075

A1066C

3'-4

" AFF

WTL-1

3'-6

"

2'-1

0"6"

1'-0

" A5145

A5109B

A5109

WC-1

WTL-1

1'-0

"6"

2'-1

0" A5200

A5080

A5145A5109B

A5109

WC-1

3'-6"

22.003

A1066C

WTL-1

2'-1

0"1'

-0"

6"

1'-6" 4'-8"

3'-1

3/4

"4

3/4"

A5200

A5080

A5109BA5109AA5109

WC-1

3'-4

"

22.003

3'-0"

A1066C

A5075

WTL-1

2'-6

"

1'-9" 3'-0" 2'-6"

9A-501

11A-501

8A-501

MFP

2'-0

"2'

-6"

1 5/

8"

PLAM-1

SS-1COUNTERTOPANDBACKSPLASH

PAINT TO MATCHEXISTING

7'-3"

1'-9" 3'-0" 2'-6"

PLAM-1 PLAM-1

2'-1

0 1/

2"5

1/2"

4'-8

"

4 7/8"

GL-1 GL-1 GL-1 GL-1

20'-2 1/8"

8'-0

"

EQ EQ EQ EQ

13A-501

1'-6 5/8" 2'-0" 1'-5 7/8" 1'-6 1/4" 2'-0" 1'-6 1/4" 1'-6 1/4" 2'-0" 1'-6 1/4" 1'-5 7/8" 2'-0" 1'-6 5/8"

14A-501

4"

SS-1

EXST TRANSACTIONCOUNTER

RP-1 RESIN PANEL

SS-1

TRANSACTION COUNTER WINDOW

13A-501

14A-501

GL-1 GL-1 GL-1 GL-1

CLEAR ACRYLICPARTITIONS

JUDGE'SBENCH

7'-0

"

4'-6

"2'

-6"

GL-2GL-2GL-2

9 1/2" 3'-0" 1'-6 3/4" 4'-6" 1'-6 3/4" 3'-0" 9 1/2"

4'-6

"3'

-6"

3'-0

"

3'-5 3/8" 8'-3 7/8"

11.004

8 5/8" 2'-0" 6 3/4" 3'-3 3/4" 2'-0" 3'-2 3/8"

15A-501

15A-501

16A-501

16A-501

GL-1

GL-1

GL-1 GL-1

4 1/

4" 4 1/

4"

3'-0

"6"

3'-5 3/8"8'-3 7/8"

16A-501

16A-501

15A-501

15A-501

GL-1 GL-1 GL-1 GL-1

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INTERIOR ELEVATIONS

A-411

3/8" = 1'-0"A-4111 ENTRY HALL 102

3/8" = 1'-0"A-4112 CLERKS OFFICE 103

3/8" = 1'-0"A-4113 CLERKS OFFICE 103

3/8" = 1'-0"A-4117 VESTIBULE 201

3/8" = 1'-0"A-4118 CORRIDOR 204

GENERAL NOTES THIS SHEET:A. REFER TO SHEET G-003 FOR ABBREVIATIONS.B. REFER TO SHEET A-601 FOR TYPICAL MOUNTING HEIGHTS.C. REFER TO SHEET A-001 FOR GENERAL NOTES, LEGENDS

AND SYMBOLS.D. REFER TO MECHANICAL, PLUMBING, AND ELECTRICAL


E. REFER TO "A" SHEETS FOR FINISH INFORMATION.F. PROVIDE SOLID FRT WOOD BLOCKING AT PARTITIONS AS

REQUIRED TO ACCOMMODATE INSTALLATION OF CASEWORK,GRAB BARS, AV EQUIPMENT, SIGNAGE AND ALL SCHEDULEDEQUIPMENT AND ACCESSORIES.

G. PROVIDE 2" DIAMETER GROMMETS IN COUNTERTOPS IN ALLAREAS ABOVE OUTLETS AND VOICE DATA PORTS.

H. ALL CABINETS SHALL BE PLAM-1 WITH MATCHING PLAMBASE, UNO.

I. ALL COUNTERTOPS SHALL BE SS-1, UNO.

SHEET KEYNOTES:

9.028 TEMPORARY CLEAR ACRYLIC PARTITION9.029 INSTALL SALVAGED MOLDING WHERE

POSSIBLE11.002 HI-SCAN SYSTEM11.004 HANDS FREE HAND SANITIZER, OFOI22.003 ADA-COMPLIANT UNDER SINK PIPE GUARD

3/8" = 1'-0"A-4119 TLT 209A

3/8" = 1'-0"A-41110 TLT 209A

3/8" = 1'-0"A-41111 TLT 209A

3/8" = 1'-0"A-41112 TLT 209A

3/8" = 1'-0"A-41113 TLT 207

3/8" = 1'-0"A-41114 TLT 207

3/8" = 1'-0"A-41115 TLT 207

3/8" = 1'-0"A-41116 TLT 207

3/8" = 1'-0"A-41117 COPY ROOM P105

3/8" = 1'-0"A-41118 LOBBY T101

3/8" = 1'-0"A-41119 TREASURY OFFICE T102

3/8" = 1'-0"A-4114 DISTRICT COURTROOM 104

3/8" = 1'-0"A-4115 DISTRICT COURT OFFICE 105

3/8" = 1'-0"A-4116 DISTRICT COURT OFFICE 105


1/2" MAXPROVIDE EXTRA STUD@ DOOR JAMBS

GWB CONTOL JOINT

ACOUSTICAL BATT INSUL WHERESCHEDULED

5/8" GWB

*ONLY DOUBLE SIDEDWHERE INDICATED

30'-0" MAX SPANS

CEILING HEIGHTEL = SEE RCP

ACOUSTICAL LAY-IN CEILING SYSTEM

ACOUSTICAL CEILING SYSTEMHANGER WIRE, TYP

METAL GRID "T" CEILING RUNNER

CROSS RUNNER

1/4"THK BACKPANEL

3/4" NAILERS ASNEEDED

3/4" THK SHELF,ADJUSTABLE

PLAM SIDE PANEL

PNT AS SCHEDULED,PROVIDE FRT WDBLOCKING AS REQ'D

METAL PULL ASSPECIFIED

PLAM CLADWALL CABINET& DOORS, TYP

CONCEALED SELF-CLOSING HINGES

SOLID FRT WDBLOCKING, TYP

SEE

ELEV

ATI O

N

VAR

IES

BLOCKING, TYP

PLAM CLADBOTTOM PANEL

SEE

ELEV

ATIO

N1'-0" TYPFLOOR ASSCHEDULED

3/4" THICK BOTTOMPANEL

1/4" THICK BACKPANEL, TYP

BASE ASSCHEDULED

DRAWER , PLAM

DRAWER , PLAM

SS-1, SOLID SURFACECOUNTERTOP &BACKSPLASH

3/4" PLYWOODNAILER

EASEDEDGES, TYP

3/4" PLYWOODSUBSTRATE

CLEAR CAULK, TYP

1/4" THK DRAWERBOT

3/4" PLYWOODDRAWER BACK

DRAWER , PLAM


DRAWER , PLAM

METAL PULLS ASSPECIFIED

2'-1" TYP, UON

2'-0", UNO3"

1 1/

2"

6 7/

8"6

7/8"

6 7/

8"10

"4"


BASE AS SCHEDULED

ADJUSTABLESHELF, UNO

3/4" PLYWOODNAILER

3/4" THKBOT PANEL

1/2" NAILERAS NEEDED

2'-1" TYP

EASEDEDGES, TYP

4"

SEE

ELEV

ATI O

NS

VAR

IES


CLEAR CAULK, TYP

PNT AS SCHEDULED, PROVIDEFRT WD BLOCKING AS REQ'D

3"

4"

7/8"


PLAM CLAD BASECABINET & DOORS,TYP

CONCEALED SELF-CLOSING HINGES


1/4" THK DRAWERBOT

1/4" THKBACK PANEL


7 1/

8"

2'-0", UNO

3 7/

8"

PARTITION FINISH ASSCHEDULED

CONTINUOUS PLAMBASE SCRIBED TOFLOOR

SCHEDULEDFLOORING

1'-3 3/4"

3"

ADJUSTABLE SHELFWITH 1/4" SHELF PINS@ 1-1/4" O.C.

4 1/

8"2

3/8"

4 1/

8"5

7/8"

2'-8

1/8

"

PLAM ON ALLEXPOSED EDGES ANDSURFACES ON THEINTERIOR ANDEXTERIOR

SCHEDULEDCOUNTERTOP. REFERTO ELEVATION FOROPTIONALBACKSPLASH

3 7/

8"4"

ATTACH MAIN RUNNERCHANNELS TO HANGERSTUDS W/ 2 #10 SELFTAPPING SCREWS

MET. STUD DIAGONALBRACE @ 4'-0" O.C. TOSTRUCTURE ABOVE

MAIN RUNNER T-BAR

HANGER WIRE

CEILING HEIGHTEL = EXST

METAL HANGERSTUDS @ 16" O.C. TOSTRUCTURE ABOVE


3-5/8" METAL STUDW/ 5/8" GWB, TYP

ACOUSTICAL LAY-INCEILING SYSTEM

TAPED CORNERBEAD, TYP



4" M

IN

VARIES

WALL BEYOND

CEILING HTSEE RCP

GRID SUSPENTIONSYSTEM FOR GWBCEILINGS

5/8" GWB

CEILING HTSEE RCPALIGN FLUSH

FACE OF EXISTING WALLBEYOND

SEE

RC

P


NON-LOAD BEARING STEELFRAMING

CROWNMOLDING


RP-1 RESIN PANEL, TYPALIGN WITH BULKEHAD

BULKHEAD, ALIGN WITHWALL BEYOND

GL-1

AL GLAZING CHANNEL, TYP

WALL BEYOND

EXST CASEWORK TOREMAIN

3'-4

"1'

-7"

4"

SS-1

8'-0

"

2'-1

0 1/

2"

11"


RP-1 RESIN PANEL, TYPALIGN WITH BULKEHAD

BULKHEAD, ALIGN WITHWALL BEYOND

GL-1

AL GLAZING CHANNEL, TYP

WALL BEYOND


3'-4

"4'

-8"

SS-1

8'-0

"

2'-1

0 1/

2"

11"

BULKHEAD

GL-1

QUARTER SAWN OAKMOLDING, PNT TO MATCHEXIST MOLDING


SEE

ELEV

ATIO

NS

3'-0

" or 3

'-6"

SEE

ELEV

ATIO

NS

VAR

IES

EXST COUNTER TOREMAIN

4"

QUARTER SAWN OAKMOLDING, PNT TOMATCH EXIST MOLDING

BULKHEAD

GL-1


SEE

ELEV

ATIO

NS

3'-0

" or 3

'-6"

4"

SEE

ELEV

ATIO

NS

VAR

IES

EXST COUNTER TOREMAIN

QUARTER SAWN OAKMOLDING, PNT TOMATCH EXIST MOLDING

SETTING BLOCK

4"



MAIN RUNNER T-BAR

HANGER WIRE









4" M

IN

2'-0"

1'-0" 1'-0"



MAIN RUNNER T-BAR

HANGER WIRE









4" M

IN

2'-5 3/4"

WALL BEYOND

1'-0 1/4" 1'-5 1/2"

MOUNTINGSURFACE

FRAMELESSCLIPSUPPORT

GL-2

ADHESIVE TAPE

1/2"

2'-6

" UN

O

MOUNTINGSURFACE

FRAMELESSCLIPSUPPORT

GL-2

ADHESIVE TAPE

SEE PLANS

VARIES

2'-6

" UN

O

PER MFR RECOMENDATION

FLOOR ASSCHEDULED

3/4" THICK BOTTOMPANEL

1/4" THICK BACKPANEL, TYP

BASE ASSCHEDULED

DRAWER , PLAM


3/4" PLYWOODNAILER

EASEDEDGES, TYP


CLEAR CAULK, TYP

1/4" THK DRAWERBOT


DRAWER , PLAM



2'-1" TYP, UON

2'-0", UNO3"

1 1/

2"

6 1/

2"11

"11

"4"

2'-1

0"

DRAWER , PLAM


EXST WINDOW

5/8" GWB


WALL BASE, WDB-1

FLOORING ASSCHEDULED

PARTITION AND FINISHAS SCHEDULED3'

-0" A

FF

CHAIR RAIL,WDD-1

CROWN MOLDING, WDD-1


4"4

1/4"

3"

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12" 9" 6" 3" 0 1'1-1/2"=1'-0"

12" 9" 6" 3" 03"=1'-0"

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DETAILS

A-501

3" = 1'-0"A-5011 TYP GWB CONTROL JOINT

1 1/2" = 1'-0"A-5012 TYP ACOUSTICAL CEILING SYSTEM

1 1/2" = 1'-0"A-5018 TYP WALL CABINET

1 1/2" = 1'-0"A-5019 TYP 4-DRAWER BASE

1 1/2" = 1'-0"A-50111 TYP BASE CABINET

1 1/2" = 1'-0"A-50112 TYP BASE CABINET


1 1/2" = 1'-0"A-5015 TYP WIDE BULKHEAD DETAIL

1 1/2" = 1'-0"A-5013 TYP CEILING DETAIL

1 1/2" = 1'-0"A-50113 TREASURY DESK

1 1/2" = 1'-0"A-50114 TREASURY DESK

1 1/2" = 1'-0"A-50116 DISTRICT COURT DESK

1 1/2" = 1'-0"A-50115 DISTRICT COURT DESK

1 1/2" = 1'-0"A-5016 TYP BULKHEAD DETAIL

1 1/2" = 1'-0"A-5017 TYP BULKHEAD DETAIL

3" = 1'-0"A-50117 TEMPOARY PARTITION

1 1/2" = 1'-0"A-50110 TYP 3-DRAWER BASE

1 1/2" = 1'-0"A-5014 TYP CEILING DETAIL

1 1/2" = 1'-0"A-50118

CHAIR RAIL, WOOD BASE AND CROWNMOLDING DETAIL

Top

Plan

Base

(1) LAYER 5/8" GYPSUMBOARD ONE SIDE

UNDERSIDE OFSTRUCTURE

PROVIDE SLOTTEDDEFLECTIONTRACK ASSEMBLY

RUNNER TRACK

3 5/8" 20 GAUGE METAL STUDS@ 16" O.C.

P11 3 5/8" METAL STUDS @ 16" O.C.

P11A 2 1/2" METAL STUDS @ 16" O.C.

P11B 6" METAL STUDS @ 16" O.C.

FLOOR AND BASE ASSCHED - SEE FINISHSCHEDULE

CEILING AS SCHED - SEEFINISH SCHEDULE

(1) LAYER 5/8" GYPSUMBOARD EACH SIDE

3 5/8" METAL STUDS @16" O.C.



RUNNER TRACK

3" SOUNDATTENUATIONINSULATION

P21 3 5/8" METAL STUDS @ 16" O.C., SMOKE TIGHT W/ACOUSTICAL BATT INSULATION

P21A 6" METAL STUDS @ 16" O.C., SMOKE TIGHT W/ ACOUSTICALBATT INSULATION



(1) LAYER 5/8" GYPSUMBOARD EACH SIDE

3 5/8" METAL STUDS @16" O.C.



RUNNER TRACK

3" SOUNDATTENUATIONINSULATION

P22 3 5/8" METAL STUDS @ 16" O.C. W/ ACOUSTICAL BATTINSULATION

P22A 6" METAL STUDS @ 16" O.C. W/ ACOUSTICAL BATTINSULATION



FIRESTOP SEALANT, TOP& BOT.

6"

WALL

LAVATORY BASIN/BATHROOMS

TTD

WATER CLOSETS ACCESSIBLE

SDPTD

2' - 0" 1' - 0"

CLEAR

2' - 6" MIN

EQ EQ

WALL

10" 10"

1' - 6"

3' - 6" 12"GB

CONTROL

SIDE WALL BACK WALL

GB

LAVLAV

10"

SD

PTD ON SIDEWALL

MG

FLOOR LEVEL

DESCRIPTION

NOTES :

PAPER TOWEL DISPENSER (PTD)

PTD

UN

O

3' -

6"

ABO

VE C

OU

NTE

R1'

- 0"

TO BOTOF GLASS

TO BOT OFGLASS

1. GRAB BARS (GB). AT NON-ACCESSIBLE WATER CLOSETSOMIT GRAB BARS.

2. TOILET TISSUE DISPENSER (TTD)

FLOOR LEVEL

DESCRIPTION

NOTES :

SOAP DISPENSER (SD)

SD

ABO

VE C

OU

NTE

R10

"

TOWEL PIN (TP) AND OR GARMENT HOOKS

TP / A5145

C L

VD

VD

OUTLETS

EO

1. MOUNT HEIGHTS SHOWN FOR ABOVEFLOOR AND ABOVE COUNTER UNO., REFER TOELEVATIONS FOR LOCATIONS.

2. ELECTRICAL OUTLET (EO)3. VOICE/DATA OUTLET (VD)

EO

C L

CO

UN

TER

/DES

K10

" ABO

VE

C L

2' -

6"

MIRROR GLASS (MG)

MG

TO BOT. OFGLASS

1. MG IS 18" X 30" UNO.2. PROVIDE MG FULL WIDTH OF

COUNTERTOP AT GROUP RESTROOMS.

UN

O

3' -

4"

1' -

6" A

FF

C L

ACC

ESSI

BLE

4' -

0"

1. PROVIDE PLUMBING PIPE PROTECTION WRAPS/UNDERLAVATORY GUARDS AT SINKS AND LAVATORIES WITHEXPOSED PIPING.

1. PROVIDE AT TOILET STALL DOORS ATTYPICAL MOUNTING HEIGHT. ATACCESSIBLE TOILET STALL DOORS,PROVIDE TWO, PROVIDE ONE AT BOTH THETYPICAL AND ACCESSIBLE MOUNTINGHEIGHTS.

2. LOCATE AS INDICATED ON DRAWINGS.

TYP

1' - 6"

CL

1. WHERE INDICATED TO MOUNT TOMIRROR, COORDINATE PRODUCTTYPE & ADHESIVE TO SUITAPPLICATION

2. LOCATE SD CENTERED ONMIRROR OR BETWEEN LAVS ASINDICATED, SEE INTERIORELEVATIONS.

MAX 7" - 9"

CL

3' -

8" M

AX

TYPI

CAL

5' -

0"

3' -

4"1'

- 0"

3' - 4"

1' -

0"

WALL PROTECTION

WP-1 - WALLPROTECTION

WALL BASE

6"3'

- 6"

CG-1-CORNERGUARD FULLHEIGHT, 6" AFF

TELEVISION (TV)

1. ELECTRICAL OUTLET (EO)

TV COAX

TV EO

C L

5' -

6" U

NO

TV

2' -

10"

2' -

10"

3' -

6"

3' -

4"

2' -

10"

UN

O

3' -

6"

UN

O

3' -

6"

TV DATA

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PARTITION TYPES & TYPICALMOUNTING HEIGHTS

A-601

3/8" = 1'-0"TYP. MOUNTING HEIGHTS


F1

AS S

CH

ED

HEI

GH

T2"

2"

AS SCHED

WIDTH 2"

F2

2"

2"

AS SCHED

WIDTH 2"

CASED OPENING(NO DOOR PREP)

AS S

CH

ED

HEI

GH

T

A. REFER TO SHEET G-003 FOR ABBREVIATIONS.B. REFER TO SHEET G-004 FOR GENERAL NOTES, LEGENDS

AND SYMBOLS.C. REFER TO ARCHITECTURAL ENLARGED PLANS FOR DOOR

TAG LOCATIONS.D. FRAME DEPTH FOR WRAP-AROUND HOLLOW METAL FRAMES

SHALL BE THE WIDTH OF THE PARTITION PLUS 1-1/8" OR ASNOTED. SEE PARTITION TYPES, SHEET [A-601].

E. VIEW WINDOWS IN RATED DOORS ARE TO BE 100 SQ.INCHES MAX.

F. SEE SPECIFICATIONS FOR DOOR HARDWARE SETS. REVIEWALL HARDWARE SETS AND LOCK FUNCTIONS WITH OWNERPRIOR TO DEVELOPING FINAL HARDWARE SETS.

G. REFER TO ELECTRICAL AND TELECOM DRAWINGS FORPOWER AND/OR CARD READER ACCESS REQUIREMENTS.

H. DOORS LOCATED NEAR PERPENDICULAR WALLS ARE TO BESET WITH FRAME 4" FROM FACE OF PERPENDICULAR WALL.

GENERAL NOTES THIS SHEET:

GL-1: VISION GLASS, CLEAR, TEMPERED

GL-2: ACRYLIC, CLEAR, BOTTOM EDGE POLISHED, 12MM MIN THICKNESS

RP-1: RESINOUS PANEL, FROSTED

GLAZING TYPES:

4"

PARTITION AS SCHED

MET. STUD FRAMING

SEALANTBOTH SIDES

HM FRAMEDOORAS SCHED

SIDES1/2" BOTH

MET. JAMB ANCHOR (3 PER JAMB) -SCREW ATTACH TO MET. STUD

DOOR AS SCHED

HM FRAME

PARTITION ASSCHED

SEALANT

MET STUD FRAMING

SEALANT

1/2"

FRAMED OPENING

HM FRAME

SEALANT BOTH SIDES

PTN AS SCHEDMET. STUD FRAMING

2"

NOTE-E

5/8"

GROUT SOLIDHM FRAME WHERESCHED

SNT BOTH SIDES

2"

MC8x22.8SEE 13/A-602

3/4" DIA A325THRU BOLT @ 1'-6" OCUNO

3/16 2-12

3/16 2-12

GROUT BETWEENSTRUCTURAL STEELCHANNEL AND STONEMASONRY TYP

PL1/2x14"xCONT-SEE NOTE 2

NOTE: 1. SEE STRUCTURAL NOTES FOR DEMOLITION ANDCONSTRUCTION SEQUENCING INFORMATION.

2. FIELD VERIFY WIDTH OF MASONRY WALL PRIOR TOFABRICATION

CORNER BEAD TYP

OFFICE CORRIDOR

METAL ANGLE BOTH SIDES

4" TYP

SNT BOTH SIDES

GROUT SOLID

HM FRAMEWHERE SCHED

OFF

ICE

CO

RR

IDO

R SEALANTBOTH SIDES

HM FRAME

PARTITION AS SCHED

MET. STUD FRAMING

REMOVABLE STOP

GLAZING AS SCHED

SIDES1/2" BOTH

WD BLOCKING

MET. JAMB ANCHOR (3 PER JAMB) -SCREW ATTACH TO MET. STUD

HM FRAME

PARTITION ASSCHED

SEALANT

MET STUD FRAMING

SEALANT

1/2"

REMOVABLE STOP

GLAZING AS SCHEDPARTITION AS SCHED

MET. STUD FRAMING

SEALANTBOTH SIDES

REMOVABLE STOPHMFRAME

SIDES1/2" BOTH

GLAZING AS SCHED

WD BLOCKING

W3

9A-602

10A-602

11A-602

2'-0"

3'-6

"4'

-0" GL-1

OFFICE CORRIDOR

SS-1

MATCH EXST TRIM

4"OH COILING DOOR

GLAZING AS SCHED

EXST MASONRYWALL

SNT BOTH SIDESGROUT SOLID

HM FRAME

OFF

ICE

CO

RR

IDO

R

REMOVABLE STOP

GLAZING ASSCHED

MATCH EXST TRIM

OH COILING DOOR& TRACK

SNT BOTH SIDES

GROUT SOLID

HM FRAME

OFFICE CORRIDOR

REMOVABLE STOP

GLAZING ASSCHED

MATCH EXST TRIM

MC8x22.8SEE 13/A-602

3/4" DIA A325THRU BOLTS @ 1'-6" OCUNO

3/16 2-12

3/16 2-12

GROUT BETWEEN STONE MASONRYAND STRUCTURAL STEEL CHANNELTYP

PL1/2x14"xCONT-SEE NOTE 2

CORNER BEAD TYPMETAL ANGLE BOTH SIDES

ANCHOR TO WALLPER MFR'SRECOMMENDATION

OH COILING DOOR

5/8" GYP BOARD

EXST MASONRY WALL

NOTE: 1. SEE STRUCTURAL NOTES FOR DEMOLITION ANDCONSTRUCTION SEQUENCING INFORMATION.

2. FIELD VERIFY WIDTH OF MASONRY WALL PRIOR TOFABRICATION.

4" TYP

W4

7A-602

6A-602

8A-602

4'-0

"3'

-0"

4'-0"

GL-1

W2

8'-2

"

GL-1

GL-1

17A-602

12A-602

16A-602

15A-602

3'-3

7/8

"4'

-10

1/8"

W1

3'-3

7/8

"4'

-10

3/8"

8'-2

1/4

"

5'-3 1/4" 10"

GL-1

GL-1

14A-602

12A-602

17A-602

16A-602

15A-602

1. PRIOR TO BEGINNING DEMOLITION OR CONSTRUCTION ACTIVITES THE CONTRACTOR SHALLINSPECT EXISTING CONSTRUCTION AND VERIFY IT IS IN GOOD CONDITION, SHOWS NO SIGNS OFDAMAGE OR DETERIORATION, AND IS CONSISTENT WITH THE DETAILS PROVIDED ON THISSHEET. A CORE SAMPLE SHALL BE TAKEN AT EACH NEW OPENING IN LOAD BEARING WALLS TODETERMINE THE MAKEUP AND CONDITION OF THE EXISTING STONE MASONRY WALLS. THISINFORMATION SHALL BE MADE AVAILABLE TO THE ENGINEER FOR REVIEW AND APPROVALBEFORE PROCEEDING WITH THE PLANNED WORK.

1. STEEL MATERIAL STRENGTHS SHALL BE AS FOLLOWS:WIDE FLANGE AND WT-SHAPES, ASTM A992 Fy=50 KSISTRUCTURAL RECTANGULAR TUBING, ASTM A 500 GR B Fy=46 KSICHANNELS AND PLATES, ASTM A36 Fy=36 KSI

2. BOLTS SHALL BE 3/4" DIA, TYPE A325-N, UNLESSS OTHERWISE INDICATED.

3. WELDING ELETRODES SHALL CONFORM TO REQUIREMENTS SHOWN IN TABLE 3.2 OF AWSD1.1:2015, AND FILLER METAL SHALL HAVE A MINIMUM YIELD STRENGTH OF 70 KSI.

4. CONTRACTOR SHALL BE RESPONSIBLE FOR DESIGN OF ANY REQUIRED TEMPORARYSHORING.

5. STEEL SHOP DRAWINGS SHALL BE PREPARED BY THE FABRICATOR AND PROVIDED FORREVIEW.

GENERAL STRUCTURAL NOTES:

1. PARTIALLY DEMOLISH A NOTCH IN ONE SIDE OF WALL TO INSTALL NEW STRUCTURAL STEELMEMBER. NOTCH SHALL NOT BE OVERCUT AND THE EXTENT OF REMOVED MATERIAL SHALL BEONLY WHAT IS REQUIRED TO INSTALL STRUCTURAL MEMBERS SHOWN IN THE PROVIDEDDETAILS.

2. INSTALL NEW STRUCTURAL MEMBER AND GROUT ON ALL SIDES IN CONTACT WITH STONEMASONRY. GROUT SHALL PROVIDE FULL BEARING ALONG THE LENGTH OF THE MEMBERBETWEEN STRUCTUTRAL STEEL FLANGES AND THE EXISTING STONE MASONRY.

3. REPEAT THE ABOVE STEPS FOR INSTALLATION OF STRUCTURAL MEMBER ON OPPOSITE SIDEOF WALL.

4. INSTALL THRU-BOLTS AS INDICATED TO ENGAGE THE EXISTING STONE MASONRY CORE.

5. REMOVE MASONRY BELOW NEW STRUCTURAL HEADER FOR OPENINGS SHOWN ON PLAN.THE WALL OPENING SHALL NOT BE OVERCUT AND THE BEARING LENGTH GIVEN IN THE DETAILSECTIONS SHALL BE MAINTAINED AT ALL LOCATIONS. EXERCISE CARE DURING DEMOLITION TOPROTECT PERSONNEL AND EXISTING CONSTRUCTION FROM STONE OR OTHER LOOSEMATERIAL PRONE TO FALLING.

6. WELD STEEL PLATE TO BOTTOM OF CHANNELS BETWEEN THE FACES OF ROUGH OPENING.

DEMOLITION AND CONSTRUCTION SEQUENCE NOTES

2' - 0" MIN

1 1/2" 8"

PL1/2 CONTBETWEEN JAMB

GROUT ROUGH OPENINGAS REQUIRED TO CREATECONSISTENT JAMB

1/2" MIN NON-SHRINK GROUT FULLLENGTH ABOVE AND BELOWSTRUCTURAL STEEL WHERE INCONTACT WITH MASONRY

3/4" DIA A325 THRU BOLT

MC8x22.8

SEE STRUCTURAL NOTES FOR DEMOLITION ANDCONSTRUCTION SEQUENCING INFORMATION.

8"

F

8" 6 1/2"

8"

3'-7

"

GLASS ASSCHED

W

AS S

CH

ED

HEI

GH

T

AS SCHED

WIDTH

AS S

CH

ED

HEI

GH

T

AS SCHED

WIDTH

4P

4 3/4"

AS S

CH

ED

HEI

GH

T

AS SCHED

WIDTH

4 3/4"

10"

4 3/

4"7

1/2"

FLUSH WIDE VISION LITE FOUR PANEL

10"

10"

1'-11" 6 1/2"

6 1/2"

8"

3'-7

"

GLASS ASSCHED

HG

AS S

CH

ED

HEI

GH

T

AS SCHED

WIDTH

HALF GLASS

6 1/2"

SETTING BLOCK10"

4 1/

2"

4 1/

4"

QUARTERSAWN OAKMOLDING

3/8" CLEARGLAZING

SETTING BLOCK

4 1/2"

4 1/4"

QUARTERSAWN OAKMOULDING

SETTING BLOCK

3/8" CLEAR GLAZING

4 1/

2"

FIN FLOOR

QUARTERSAWN OAKMOLDING

3/8" CLEARGLAZING

SETTING BLOCK

4 1/

4"

QUARTERROUND

4 1/2"

4 1/

4"

3/8" CLEARGLAZING

SETTING BLOCK

OAK BLOCK

4 1/2"

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www.aecom.com

12" 9" 6" 3" 03"=1'-0"

12" 9" 6" 3" 0 1'1-1/2"=1'-0"

1 2 3 4 5

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AECOM

60637726



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DOOR & WINDOW SCHEDULE &DETAILS

A-602

3/8" = 1'-0"DOOR FRAME TYPES

DOOR SCHEDULE

DOORNO.

DOORTYPE

DOOR INFORMATION FRAME INFORMATION

COMMENTS:SIZE DOOR

MATL DOOR FINISHUNDER

CUTGlassType

FIRERATING

FRAMETYPE

FRAMEMATL

FRAMEFINISH

DETAILSWIDTH HEIGHT HEAD JAMB SILL

B001 W 3' - 0" 7' - 0" WD STAIN -- GL-1 -- F1 HM PNT-1 1/A-602 2/A-602 -- PROX CARD READER, REMOTEACCESS CONTROL

B003 EXST 3' - 0" 7' - 0" EXISTING EXISTING -- -- -- EXISTING EXISTING EXISTING EXST EXST -- SALVAGED DOOR TO BEREINSTALLED

103 4P 3' - 0" 7' - 6" WD MATCH EXST TRIM -- GL-1 -- F1 HM MATCH EXSTTRIM

4/A-602 5/A-602 -- PROX CARD READER, REMOTEACCESS CONTROL

P103 EXST 3' - 0" 7' - 0" EXISTING EXISTING -- -- -- EXISTING EXISTING EXISTING EXST EXST -- SALVAGED DOOR TO BEREINSTALLED

P104 EXST 3' - 0" 7' - 0" EXISTING EXISTING -- -- -- EXISTING EXISTING EXISTING EXST EXST -- SALVAGED DOOR TO BEREINSTALLED

P105 - 3' - 0" 7' - 0" -- -- -- -- -- F2 HM PNT-1 3/A-602 3/A-602 --P106 EXST 3' - 0" 7' - 0" EXISTING EXISTING -- -- -- EXISTING EXISTING EXISTING EXST EXST -- SALVAGED DOOR TO BE

REINSTALLEDT101 HG 3' - 0" 7' - 0" WD MATCH EXST

DOOR STAIN-- GL-1 -- F1 HM PNT-1 1/A-602 2/A-602 -- MECHANICAL PUSHBUTTON LOCK

201 F 3' - 0" 7' - 0" WD MATCH EXSTDOOR STAIN

-- -- -- F1 HM PNT-1 1/A-602 2/A-602 -- PROX CARD READER, REMOTEACCESS CONTROL


-- -- -- F1 HM PNT-1 1/A-602 2/A-602 --


3/4" -- -- F1 HM PNT-1 1/A-602 2/A-602 --


3/4" -- -- F1 HM PNT-1 1/A-602 2/A-602 --


3/4" -- -- F1 HM PNT-1 1/A-602 2/A-602 --


-- -- -- F1 HM PNT-1 1/A-602 2/A-602 --


-- -- -- F1 HM PNT-1 1/A-602 2/A-602 --

1 1/2" = 1'-0"A-6021 TYP HEAD DETAIL

1 1/2" = 1'-0"A-6022 TYP JAMB DETAIL

1 1/2" = 1'-0"A-6023 CO HEAD/JAMB DETAIL

1 1/2" = 1'-0"A-6024 HEAD DETAIL

1 1/2" = 1'-0"A-6025 JAMB DETAIL

1 1/2" = 1'-0"A-6026 SILL DETAIL

1 1/2" = 1'-0"A-6027 JAMB DETAIL

1 1/2" = 1'-0"A-6028 HEAD DETAIL

1 1/2" = 1'-0"A-60211 SILL DETAIL

1 1/2" = 1'-0"A-6029 JAMB DETAIL

1 1/2" = 1'-0"A-60210 HEAD DETAIL

3/8" = 1'-0"WINDOW TYPES

1 1/2" = 1'-0"A-60213 LINTEL DETAIL

3/8" = 1'-0"DOOR PANEL TYPES

3" = 1'-0"A-60214 JAMB DETAIL

3" = 1'-0"A-60212 HEAD DETAIL


3" = 1'-0"A-60215 JAMB DETAIL

3" = 1'-0"A-60216 SILL DETAIL

3" = 1'-0"A-60217 MULLION DETAIL

3/8" CLEAR GLAZING

QUARATERS SAWN OAK MOULDING

CARPETTILECL

DOOR AS OCCURS,SHOWN DASHEDMEMBRANE

FLOOR TILE AND GROUTAS SCHEDULED

CENTERLINE OF DOORMETAL EDGING

2"

CARPET AS SCHEDULEDFINISHFLOOR

PORTLAND CEMENT 3/4"

CONCRETE TOPPINGSLAB WHERE INDICATED

CARPETRESILIENT FLOORINGCL

DOOR AS OCCURS,SHOWN DASHED

CENTERLINE OF DOOR

CARPET AS SCHEDULEDRESILIENT FLOORINGAS SCHEDULED

TRANSITION STRIP

FINISHFLOOR

TILERESILIENT FLOORING CL

DOOR AS OCCURS,SHOWN DASHED

CENTERLINE OF DOOR

MEMBRANE


METAL EDGING

RESILIENT FLOORINGAS SCHEDULED

PORTLAND CEMENT 1/2"FINISHFLOOR

2"CONCRETE TOPPINGSLAB WHERE INDICATED

SCHEDULED WALL BASESTRAIGHT PROFILE ATCARPET

CARPET AS SCHEDULED


SCHEDULED RUBBERWALL BASE - COVEDPROFILE AT RESILIENTFLOORING


RESILIENT FLOORINGAS SCHEDULED

4"

MEMBRANE


1/4"

GROUT

WALL TILE AND GROUTAS SCHEDULED

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by

third

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AECOM

60637726



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INTERIOR FINISHES

A-603

INTERIOR FINISH LEGEND

FINISHSPEC

SECTIONCODE

DESCRIPTION MATERIAL MANUFACTURER STYLE/DESCRIPTION COLOR SIZE COMMENTSACT-1 09 51 00 ACOUSTICAL CEILING TILE MINERAL FIBER ARMSTRONG ULTIMA BEVELED TEGULAR +/-

SUPRAFINE 9/16" GRIDWHITE, #1912 24" x 24"

CPT-1 09 68 00 CARPET CARPET TILE SHAW TECHNIQUE 5T022 SUMAC 22504 9" x 36"CPT-2 09 68 00 CARPET CARPET TILE SHAW CURRENT 5T530 FLOATING WATER 49327FTL-1 09 30 13 PORCELAIN FLOOR TILE PORCELAIN DALTILE MARBLE ATTACHE LAVISH GOLDEN REVERIE MA71 24" x 24", 1/8" THICK GROUT: MAPEI ALABASTERPLAM-1 06 41 16 PLASTIC LAMINATE HIGH PRESSURE LAMINATE WILSONART MANGALORE MANGO

7984PNT-1 09 90 00 PAINT TO MATCH EXISTING SHERWIN WILLIAMS MATCH EXISTING MATCH EXISTING GENERAL WALL PAINTPNT-2 09 90 00 PAINT LATEX PAINT SHERWIN WILLIAMS EGGSHELL SW 7604 SMOKY BLUEPNT-3 09 90 00 PAINT LATEX PAINT SHERWIN WILLIAMS EGGSHELL SW 0020 PEACOCK

PLUMEPNT-4 09 90 00 PAINT LATEX PAINT SHERWIN WILLIAMS FLAT SW 7757 HIGH

REFLECTIVE WHITECEILING PAINT

RBR-1 09 65 13 RUBBER BASE RUBBER JOHNSONITE MATCH EXISTING MATCH EXISTINGRBR-2 09 65 13 RUBBER BASE RUBBER JOHNSONITE WALL BASE 24 GREY HAZE 4" HIGH PROVIDE STRAIGHT BASE AT CARPET AND

COVED BASE AT RESILIENT TILERF-1 09 65 19 RESILIENT FLOOR LUXURY VINYL TILE SHAW TERRACE 4216V BRUSHWOOD 08765 12" x 24", 2.5mm THICKRF-2 09 65 19 RESILIENT FLOOR VINYL COMPOSITION TILE ARMSTRONG STRIATIONS BBT EMERALD CITY Z3621 12" x 24", 1/8" THICKSS-1 12 36 61.16 COUNTERTOPS SOLID SURFACE CAESARSTONE ALPINE MIST 5110WC-1 09 72 00 WALLCOVERING FABRIC BACKED VINYL VYCON ALLURE TIDAL WAVE Y47444ALWDB-1 WOOD BASE WOOD CONTRACTOR TO

SELECTMATCH EXISTING DOOR AND DOORFRAME WOODGRAIN

MATCH EXISTING DOORAND DOOR FRAME STAIN

WDD-1 WOOD DETAIL WOOD CONTRACTOR TOSELECT

MATCH EXISTING DOOR AND DOORFRAME WOODGRAIN

MATCH EXISTING DOORAND DOOR FRAME STAIN

WTL-1 09 30 13 PORCELAIN WALL TILE PORCELAIN ARCHITECTURALCERAMICS

SAVOY SAV10A BONE, GLOSS 300mm x 100mm GROUT: MAPEI ALABASTER; PROVIDE CHAIRRAIL A, 200mm x 75mm x 30mm AT 40" AFF

ROOM FINISH SCHEDULE

NUMBER NAME FLOOR BASEWALL

CEILING COMMENTSTYPICAL ACCENT102 ENTRY HALL EXIST EXIST PNT-1 - EXIST103 CLERKS OFFICE EXIST EXIST PNT-1 - EXIST PATCH AND PAINT WOOD PANELING PNT-1105 DISTRICT COURT OFFICE EXIST EXIST EXIST - EXIST201 VESTIBULE CPT-1 WDB-1 PNT-1 - PNT-4 PROVIDE WDD-1 CHAIR RAIL AND CROWN MOLDING THROUGHOUT202 MEETING ROOM CPT-1 WDB-1 PNT-1 - PNT-4 PROVIDE WDD-1 CHAIR RAIL AND CROWN MOLDING THROUGHOUT203 OFFICE CPT-1 WDB-1 PNT-1 - PNT-4 PROVIDE WDD-1 CHAIR RAIL AND CROWN MOLDING THROUGHOUT204 CORRIDOR RF-1 WDB-1 PNT-1 PNT-2 PNT-4 PROVIDE WDD-1 CHAIR RAIL AND CROWN MOLDING THROUGHOUT205 OFFICE CPT-1 WDB-1 PNT-1 - PNT-4 PROVIDE WDD-1 CHAIR RAIL AND CROWN MOLDING THROUGHOUT206 OFFICE CPT-1 WDB-1 PNT-1 - PNT-4 PROVIDE WDD-1 CHAIR RAIL AND CROWN MOLDING THROUGHOUT207 TOILET FTL-1 WTL-1 WC-1 - PNT-4 INSTALL WTL-1 AND COORDINATING CHAIR RAIL A TRIM CAP UP TO 40" AFF. INSTALL

WC-1 TO CEILING ABOVE.208 OFFICE CPT-1 WDB-1 PNT-1 - PNT-4 PROVIDE WDD-1 CHAIR RAIL AND CROWN MOLDING THROUGHOUT209 OFFICE CPT-1 WDB-1 PNT-1 - PNT-4 PROVIDE WDD-1 CHAIR RAIL AND CROWN MOLDING THROUGHOUT209A TOILET FTL-1 WTL-1 WC-1 - PNT-4 INSTALL WTL-1 AND COORDINATING CHAIR RAIL A TRIM CAP UP TO 40" AFF. INSTALL

WC-1 TO CEILING ABOVE.210 OFFICE CPT-1 WDB-1 PNT-1 - PNT-4 PROVIDE WDD-1 CHAIR RAIL AND CROWN MOLDING THROUGHOUTB001 CORRIDOR EXIST RBR-1 PNT-1 - EXISTB002 CORRIDOR EXIST RBR-1 PNT-1 - EXISTB003 OFFICE EXIST RBR-1 PNT-1 - EXISTP101 LOBBY CPT-2 RBR-2 PNT-1 PNT-3 ACT-1P102 OFFICE CPT-2 RBR-2 PNT-1 - EXISTP103 MEETING ROOM CPT-2 RBR-2 PNT-1 - ACT-1P104 OFFICE CPT-2 RBR-2 PNT-1 - EXISTP105 COPY ROOM RF-2 RBR-2 PNT-1 - ACT-1P106 OFFICE CPT-2 RBR-2 PNT-1 - ACT-1T101 LOBBY EXIST EXIST EXIST - EXISTT102 TREASURY OFFICE EXIST EXIST EXIST - EXIST

1 1/2" = 1'-0"A-6031 PORCELAIN TILE TO CARPET

1 1/2" = 1'-0"A-6032 RESILIENT TO CARPET

1 1/2" = 1'-0"A-6033 RESILIENT TO TILE

1 1/2" = 1'-0"A-6034 RUBBER BASE AT CARPET

1 1/2" = 1'-0"A-6035 RUBBER BASE AT RESILIENT

1 1/2" = 1'-0"A-6036 WALL TILE AT FLOOR TILE

1. SEE REFLECTED CEILING PLANS FOR CEILING HEIGHTS.

NOTES:


SECTION 06 41 16 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETSA. QUALITY STANDARD: UNLESS OTHERWISE INDICATED, COMPLY WITH THE ARCHITECTURAL WOODWORK STANDARDS FOR GRADES OF CABINETS INDICATED FOR CONSTRUCTION, FINISHES,

INSTALLATION, AND OTHER REQUIREMENTS.B. ARCHITECTURAL WOODWORK STANDARDS GRADE: CUSTOMC. TYPE OF CONSTRUCTION: FRAMELESSD. DOOR AND DRAWER FRONT STYLE: FLUSH OVERLAYE. HIGH-PRESSURE DECORATIVE LAMINATE (PLAM): AS REQUIRED BY QUALITY STANDARD.F. PATTERN DIRECTION: VERTICALLY FOR DOORS AND FIXED PANELS, HORIZONTALLY FOR DRAWER FRONTS.G. CONCEALED BACKS OF PANELS WITH EXPOSED PLASTIC-LAMINATE SURFACES: HIGH-PRESSURE DECORATIVE LAMINATE, NEMA LD3, GRADE BKL.H. DRAWER CONSTRUCTION: FABRICATE WITH EXPOSED FRONTS FASTENED TO SUBFRONT WITH MOUNTING SCREWS FROM INTERIOR OF BODY.I. COLORS, PATTERNS, AND FINISHES: AS INDICATED.J. CABINET HARDWARE AND ACCESSORIES

1. GENERAL: PROVIDE CABINET HARDWARE AND ACCESSORY MATERIALS WITH ARCHITECTURAL CABINETS EXCEPT FOR ITEMS SPECIFIED IN SECTION 08 71 00 DOOR HARDWARE.2. BUTT HINGES: 2-3/4 INCH, FIVE-KNUCKLE STEEL HINGES MADE FROM 0.095 INCH THICK METAL AND AS FOLLOWS:

a. SEMICONCEALED HINGES FOR FLUSH DOORS: ANSI/BHMA A156.9, B01361.b. SEMICONCEALED HINGES FOR OVERLAY DOORS: ANSI/BHMA A156.9, B01521.

3. FRAMELESS CONCEALED HINGES (EUROPEAN TYPE): ANSI/BHMA A156.9, B01602, 170 DEGEES OF OPENING, SELF CLOSING.4. BACK-MOUNTED PULLS: ANSI/BHMA A156.9, B02011.5. DOOR AND DRAWER PULLS: BACK MOUNTED, SOLID METAL, 6-27/32 INCHES LONG, 9/16 INCH SQUARE PROFILE. BASIS OF DESIGN: DOUG MOCKETT (www.MOCKETT.COM) MODEL NO. DP105A/6,

MATTE CHROME FINISH.6. ADJUSTABLE SHELF STANDARDS AND SUPPORTS: ANSI/BHMA A156.9, B04071, WITH SHELF RESTS7. SHELF RESTS: ANSI/BHMA A156.9, B04013; METAL.8. DRAWER SLIDES: ANSI/BHMA A156.9

a. SIDE MOUNTED, FULL EXTENSION TYPE, ZINC-PLATED-STEEL BALL-BEARING SLIDES9. DOOR LOCKS: ANSI/BHMA A156.11, E07121.10. DRAWER LOCKS: ANSI/BHMA A156.11, E07041.11. DOOR AND DRAWER SILENCERS: ANSI/BHMA A156.16, L03011.12. EXPOSED HARDWARE FINISHES: AS INDICATED.13. FOR CONCEALED HARDWARE, PROVIDE MANUFACTURER'S STANDARD FINISH THAT COMPLIES WITH PRODUCT CLASS REQUIREMENTS IN ANSI/BHMA A156.9.

SECTION 07 92 00 JOINT SEALANTSA. GENERAL:

1. COMPATIBILITY: PROVIDE JOINT SEALANTS, BACKINGS, AND OTHER MATERIALS THAT ARE COMPATIBLE WITH ONE ANOTHERAND WITH JOINT SUBSTRATES UNDER CONDITIONS OF SERVICE AND APPLICATION, AS DEMONSTRATED BY JOINT-SEALANTMANUFACTURER. ARCHITECTURAL SEALANTS SHALL HAVE VOC CONTENT OF 250 G/L OR LESS.

2. COLOR: AS SELECTED BY ARCHITECT FROM MANUFACTURER'S FULL RANGE OF STANDARD COLORSB. JOINT SEALANTS

1. SILICONE, S, NS, 25, NT: PLUS 100 PERCENT AND MINUS 50 PERCENT MOVEMENT CAPABILITY A. MANUFACTURERS: GE CONSTRUCTION SEALANTS; SIKA CORPORATION; OR APPROVED EQUAL

B. APPLICATION: MILDEW-RESISTANT INTERIOR JOINTS IN VERTICAL AND HORIZONTAL NON-TRAFFIC SURFACES.JOINTS BETWEEN PLUMBING FIXTURES AND ADJOINING WALLS, FLOORS, AND COUNTERTOPS.

2. SILICONE, S, NS, 50, NT: PLUS 100 PERCENT AND MINUS 50 PERCENT MOVEMENT CAPABILITY A. MANUFACTURERS: GE CONSTRUCTION SEALANTS; SIKA CORPORATION; OR APPROVED EQUAL

B. APPLICATION: INTERIOR JOINTS IN VERTICAL AND HORIZONTAL NON-TRAFFIC SURFACES.CONTROL JOINTS ON EXPOSED INTERIOR SURFACES OF EXTERIOR WALLS, PERIMETER JOINTS BETWEEN INTERIORWALLS SURFACES AND FRAMES OF INTERIOR DOORS AND WINDOWS, OTHER JOINTS INDICATED ON DRAWINGS.

3. ACOUSTICAL SEALANT: SINGLE COMPONENT, NON-SKINNING, NON-HARDENING SYNTHETIC RUBBER A. MANUFACTURERS: TREMCO OR APPROVED EQUAL

B. APPLICATION: INTERIOR JOINTS IN VERTICAL AND HORIZONTAL WALLS.

SECTION 08 11 13 HOLLOW METAL FRAMEA. MANUFACTURER:

1. STEELCRAFT WWW.STEELCRAFT.COM.B. HOLLOW METAL FRAMES:

1. COMPLY WITH ANSI/ICC A117.1. 2. FINISH: FACTORY PRIMED, FOR FIELD FINISHING. 3. 16 GAGE FRAMES 4. INTERIOR RATED AND NON-FIRE RATED: FACE WELDED TYPE.

SECTION 08 14 16 FLUSH WOOD DOORSA. MANUFACTURER:

1. ASSA ABLOY GRAHAM: WWW.GRAHAMDOORS.COM2. EGGERS INDUSTRIES: WWW.EGGERSINDUSTRIES.COM3. OR APPROVED EQUAL

B. FLUSH WOOD DOORS:1. QUALITY LEVEL: PREMIUM GRADE, HEAVY DUTY PERFORMANCE IN ACCORDANCE WITH WDMA I.S.1-A

2. DOOR EDGE PROFILE: BEVELED ON BOTH EDGES. DOOR TEXTURE: SMOOTH FACES. 3. DOORS FOR OPAQUE FINISH 4. THICKNESS: 1-3/4", PREMIUM GRADE, STAIN GRADE ROTARY BIRCH VENEER, EXPOSED VERTICAL AND TOP EDGES:

ANY CLOSED-GRAIN HARDWOOD. 5. CORE: PARTICLEBOARD OR GLUE WOOD STAVE. FIRE RATED AS REQUIRED BY DOOR SCHEDULE AND SHEET KEYNOTES. 6. STAIN FINISH: SHOP PRIME FACES, ALL FOUR EDGES, EDGES OF CUTOUTS, AND MORTISES WITH ONE COAT OF WOOD STAIN TO MATCH PLAM-1. 7. CLEARANCES: PROVIDE 1/8" AT HEADS AND JAMBS. PROVIDE 1/4"FROM BOTTOM OF DOOR TO TOP OF FINISHED FLOOR UNLESS OTHERWISE NOTED.D. SUBMITTALS:

1. SUBMIT DOOR TYPES TO ARCHITECT FOR FINAL APPROVAL.2. SUBMIT STAIN COLORS TO ARCHITECT FOR FINAL APPROVAL.

SECTION 08 33 00 OVERHEAD COILING DOORA. MANUFACTURER: 1. CORNELL: WWW.CORNELLIRON.COM

2. OR APPROVED EQUALB. INSTALLATION - PER MANUFACTURERS RECOMENDATIONSC. SUBMITTALS:

1. SUBMIT DOOR TYPE TO ARCHITECT FOR FINAL APPROVAL

SECTION 08 71 10 DOOR HARDWARE-SEE PROJECT SPECIFICATIONS FOR 3-PART DOCUMENT.

SECTION 08 80 00 GLAZINGA. MANUFACTURERS: 1. PROVIDE RATED GLASS IN TYPE AND THICKNESS AS REQUIRED FOR WALL RATING.B. INSTALLATION - INTERIOR WET/DRY METHOD (TAPE AND SEALANT) 1. CUT GLAZING TAPE TO LENGTH AND INSTALL AGAINST PERMANENT STOPS, PROJECTING 1/16 INCH (1.6 MM) ABOVE SIGHT LINE. 2. PLACE SETTING BLOCKS AT 1/4 POINTS WITH EDGE BLOCK NO MORE THAN 6 INCHES FROM CORNERS. 3. REST GLAZING ON SETTING BLOCKS AND PUSH AGAINST TAPE TO ENSURE FULL CONTACT AT PERIMETER OF PANE OR UNIT. 4. INSTALL REMOVABLE STOPS, SPACER SHIMS INSERTED BETWEEN GLAZING AND APPLIED STOPS AT 24 INCH INTERVALS, 1/4 INCH BELOW SIGHT LINE. 5. FILL GAPS BETWEEN PANE AND APPLIED STOP WITH SILICONE TYPE SEALANT TO DEPTH EQUAL TO BITE ON GLAZING, TO UNIFORM AND LEVEL LINE. 6. TRIM PROTRUDING TAPE EDGE.

SECTION 08 84 00 ACRYLIC GLAZINGA. GLASS TYPE GL-2: ACRYLIC PANEL, CLEAR, BOTTOM EDGE POLISHED 1. MINIMUM THICKNESS 12MMB. INSTALLATION - PER MANUFACTURERS RECOMENDATION

SECTION 09 21 16 GYPSUM BOARD ASSEMBLIESA. PROVIDE COMPLETED ASSEMBLIES COMPLYING WITH ASTM C 840 AND GA-216.

1. METAL FRAMING MATERIALS A . NON-LOADBEARING FRAMING SYSTEM COMPONENTS: ASTM C 645; GALVANIZED SHEET STEEL OF SIZES, HEIGHTS, AND

SPACINGS INDICATED WITH BASE METAL PROPERTIES AS REQUIRED FOR THE FOLLOWING CONDITIONS: B . ASSEMBLIES FACED WITH GYPSUM BOARD: MAXIMUM DEFLECTION OF L/240 AT 5 PSF (240 PA). C. CEILING FRAMING MEMBERS AND METAL FURRING: TYPES, SIZES, AND SPACINGS IN ACCORDANCE WITH REQUIREMENTS SPECIFIED IN ASTM C 754. D. CEILING HANGERS: TYPE AND SIZE AS SPECIFIED IN ASTM C 754 FOR SPACING REQUIRED. SEE STRUCTURAL SPECIFICATION BY OTHERS. E. PARTITION HEAD TO STRUCTURE CONNECTIONS: PROVIDE SLOTTED TRACK FASTENED TO STRUCTURE WITH LEGS OF SUFFICIENT LENGTH TO ACCOMMODATE ±1/2" OF DEFLECTION.

B. GYPSUM BOARD MATERIALS1. GYPSUM WALLBOARD: ASTM C 1396/C 1396M. SIZES TO MINIMIZE JOINTS IN PLACE; ENDS SQUARE CUT.

GLASS-MAT TYPE: USE FOR VERTICAL SURFACES, UNLESS OTHERWISE INDICATED. THICKNESS: 5/8 INCH. EDGES:TAPERED.2. PRODUCTS:

A. USG SHEETROCK BRAND GLASS-MAT "MOLD TOUGH" MOISTURE-RESISTANT PANELS ORB. GEORGIA-PACIFIC "DENS ARMOR PLUS" MOISTURE-RESISTANT FIBERGLASS-MAT PANELS IN ALL ROOMS WITH PLUMBING FIXTURES. STANDARD PANELS ACCEPTABLE IN ROOMS WITHOUT

PLUMBING FIXTURES.3. SUBMITTALS:

A. PROVIDE PRODUCT DATA FOR GYPSUM BOARD MATERIALS TO OWNER AND ARCHITECT FOR APPROVAL PRIOR TO ORDERING MATERIAL.C. ACCESSORIES

1. ACOUSTIC SEALANT: NON-HARDENING, NON-SKINNING, FOR USE IN CONJUNCTION WITH GYPSUM BOARD.2. FINISHING ACCESSORIES: ASTM C 1047, GALVANIZED STEEL OR ROLLED ZINC, UNLESS OTHERWISE INDICATED. A. TYPES: AS DETAILED OR REQUIRED FOR FINISHED APPEARANCE.3. EDGE TRIM: ASTM C 1047, LC BEAD.4. JOINT MATERIALS: ASTM C 475 AND AS RECOMMENDED BY GYPSUM BOARD MANUFACTURER FOR PROJECT CONDITIONS. A. TAPE: 2 INCH WIDE, COATED GLASS FIBER TAPE FOR JOINTS AND CORNERS, EXCEPT AS OTHERWISE INDICATED. B. READY-MIXED VINYL-BASED JOINT COMPOUND.5. SCREWS: ASTM C 1002; SELF-PIERCING TAPPING TYPE; CADMIUM-PLATED FOR EXTERIOR LOCATIONS.

SECTION 09 30 13 CERAMIC TILING:A. MANUFACTURERS, STYLES, COLORS AND SIZES AS INDICATED ON THE FINISH LEGEND.

1. FTL-1 - MEETS OR EXCEEDS .42 DCOF; ASTM C373 <.5%; ASTM C648 >275LBS; ASTM MOHS 8.02. WTL-1 - 15%-17% WATER ABSORPTION

B. INSTALLATION - PER MANUFACTURER'S RECOMMENDATIONS. VERIFY THAT SUBSTRATES ARE SMOOTH, FLAT AND READY TO RECEIVE MATERIAL. PROVIDE GROUT AS RECOMMENDED BY THEMANUFACTURER.C. SUBMITTALS:

1. SUBMIT FULL SIZE SAMPLE TO DOR FOR FINAL APPROVAL.

SECTION 09 51 00 ACOUSTICAL CEILING:A.. CEILING TYPE:

1. ACOUSTICAL UNITS : ASTM E 1264, CLASS A. SEE FINISH LEGEND FOR PRODUCT INFORMATION. 2. SUSPENSION SYSTEM: ASTM C 635; DIE CUT AND INTERLOCKING COMPONENTS, WITH STABILIZER BARS, CLIPS, SPLICES, PERIMETER TRIM. PROVIDE SEISMIC BRACING FOR CEILING GRID.

3. ACCESSORIESSUPPORT CHANNELS AND HANGERS: GALVANIZED STEEL; SIZE AND TYPE TO SUIT APPLICATION AND CEILING SYSTEM SPECIFIED. COLOR TO MATCH CEILING TILE.PERIMETER MOLDINGS: SAME MATERIAL AND FINISH AS GRID. AT EXPOSED GRID: PROVIDE L-SHAPED MOLDING FOR MOUNTING AT SAME ELEVATION AS FACE OF GRID.

4. INSTALL PER ASTM C636, INTERMEDIATE DUTY.5. SUBMITTALS: A. PROVIDE PRODUCT DATA FOR ACOUSTICAL CEILING TILES TO OWNER AND ARCHITECT FOR APPROVAL PRIOR TO ORDERING MATERIAL.

SECTION 09 65 13 RESILIENT BASE AND ACCESSORIES:A. ASTM F 1861, TYPE TS RUBBER, VULCANIZED THERMOSET; COVE AT RESILIENT FLOORING, STRAIGHT AT CARPET AND AS FOLLOWS:

1. 4 INCH IN HEIGHT, 0.125 INCH THICK, SATIN FINISH, UNIFORM COLOR THROUGHOUT THE ENTIRE THICKNESS; SEE FINISH LEGEND FOR COLORS. ACCESSORIES: PREMOLDED EXTERNALCORNERS AND END STOPS.2. MANUFACTURERS - JOHNSONITE, ROPPE, OR APPROVED EQUAL.

B. INSTALLATION - PER MANUFACTURER'S RECOMMENDATIONS. VERIFY THAT WALL SURFACES ARE SMOOTH, FLAT AND DUST-FREE. FIT JOINTLY TIGHTLY.C. SUBMITTALS:

1. SUBMIT SAMPLE TO DOR FOR FINAL APPROVAL.

SECTION 09 65 19 RESILIENT TILE FLOORING:A. MANUFACTURERS AS INDICATED ON THE FINISH LEGEND.

1. RF-1: 20 MM WEAR LAYER THICKNESS; ASTM F970, ASTM F19142. RF-2: 3.2MM WEAR LAYER THICKNESS; ASTM F2982

B. INSTALLATION - PER MANUFACTURERS RECOMMENDATIONS AND AS INDICATED ON THE FINISH LEGEND. VERIFY THAT SUBFLOOR SURFACES ARE DUST-FREE AND FREE OF SUBSTANCES WHICHWOULD IMPAIR BONDING OF ADHESIVE MATERIALS TO SUB-FLOOR SURFACES.C. SUBMITTALS:


SECTION 09 68 13 TILE CARPETING:A. MANUFACTUERS AS INDICATED ON THE FINISH LEGEND.B. INSTALLATION - PER MANUFACTURERS RECOMMENDATIONS AND AS INDICATED ON THE FINISH LEGEND. CARPET TILE TO BE SNIGLY JOINTED TOGETHER.C. SUBMITTALS:


SECTION 09 72 00 WALL COVERINGS:A. MANUFACTURER AS INDICATED ON THE FINISH LEGEND. ASTM E-84; LOW VOC; 20 OZ.B. INSTALLATION - PER MANUFACTURERS RECOMMENDATIONS. REVERSE MATCH.C. SUBMITTALS:


SECTION 09 90 00 PAINTING AND COATINGA. MAINTAIN ONE COPY OF RELEVANT PORTIONS OF MPI ARCHITECTURAL PAINTING SPECIFICATION MANUAL AND MATERIAL SAFETY DATA SHEETS ON PROJECT SITE AT ALL TIMES.

1. SUBMITTALS: A. PROVIDE PRODUCT DATA FOR PAINT MATERIALS TO OWNER AND ARCHITECT FOR APPROVAL PRIOR TO ORDERING MATERIAL.

B. DELIVERY, STORAGE, HANDLING, AND FIELD CONDITIONS2. FOLLOW MANUFACTURER'S RECOMMENDED PROCEDURES FOR PRODUCING BEST RESULTS, INCLUDING TESTING OF SUBSTRATES, MOISTURE IN SUBSTRATES, AND HUMIDITY ANDTEMPERATURE LIMITATIONS.

B. EXTRA MATERIALS1. SUPPLY 5 GALLONS OF EACH COLOR; STORE WHERE DIRECTED.

A. LABEL EACH CONTAINER WITH COLOR IN ADDITION TO THE MANUFACTURER'S LABEL.C. MANUFACTURERS: SEE FINISH LEGEND.D. PAINTS AND COATINGS: ANY MANUFACTURER LISTED IN MPI APPROVED PRODUCTS LIST (AT WWW.PAINTINFO.COM) UNDER APPLICABLE MPI PRODUCT REFERENCE NUMBER, UNLESS

OTHERWISE INDICATED.E. PROVIDE ALL PAINT AND COATING PRODUCTS USED IN ANY INDIVIDUAL SYSTEM FROM THE SAME MANUFACTURER; NO EXCEPTIONS PAINT PRODUCTS SHOULD BE APPROVED BY COUNTY

REPRESENTATIVE PRIOR TO ORDERING.F. MATERIALS - GENERAL

1. VOLATILE ORGANIC COMPOUND (VOC) CONTENT:A. PROVIDE COATINGS THAT COMPLY WITH THE MOST STRINGENT REQUIREMENTS SPECIFIED IN THE FOLLOWING:

1. 40 CFR 59, SUBPART D--NATIONAL VOLATILE ORGANIC COMPOUND EMISSION STANDARDS FOR ARCHITECTURAL COATINGS.2. OZONE TRANSPORT COMMISSION (OTC) MODEL RULE, ARCHITECTURAL, INDUSTRIAL, AND MAINTENANCE COATINGS; WWW.OTCAIR.ORG; SPECIFICALLY:

i. OPAQUE, NONFLAT: 150 G/L, MAXIMUM.ii. OPAQUE, HIGH GLOSS: 250 G/L, MAXIMUM.

3. ARCHITECTURAL COATINGS VOC LIMITS OF THE COMMONWEALTH OF VIRGINIA.2. CHEMICAL CONTENT: THE FOLLOWING COMPOUNDS ARE PROHIBITED:

AROMATIC COMPOUNDS: IN EXCESS OF 1.0 PERCENT BY WEIGHT OF TOTAL AROMATIC COMPOUNDS (HYDROCARBON COMPOUNDS CONTAINING ONE OR MORE BENZENE RINGS). ACROLEIN,ACRYLONITRILE, ANTIMONY, BENZENE, BUTYL BENZYL PHTHALATE, CADMIUM, DI (2-ETHYLHEXYL) PHTHALATE, DI-N-BUTYL PHTHALATE, DI-N-OCTYL PHTHALATE, 1,2-DICHLOROBENZENE,DIETHYL PHTHALATE., DIMETHYL PHTHALATE, ETHYLBENZENE, FORMALDEHYDE, HEXAVALENT CHROMIUM, ISOPHORONE, LEAD, MERCURY, METHYL ETHYL KETONE, METHYL ISOBUTYLKETONE, METHYLENE CHLORIDE, NAPHTHALENE, TOLUENE (METHYLBENZENE), 1,1,1-TRICHLOROETHANE, VINYL CHLORIDE.3. PAINTS AND COATINGS: PROVIDE PRODUCTS LISTED IN MASTER PAINTERS INSTITUTE APPROVED PRODUCT LIST, CURRENT EDITION AVAILABLE AT WWW.PAINTINFO.COM, FOR SPECIFIEDMPI CATEGORIES, EXCEPT AS OTHERWISE INDICATED.

A. PROVIDE READY MIXED PAINTS AND COATINGS.B. PROVIDE MATERIALS THAT ARE COMPATIBLE WITH ONE ANOTHER AND THE SUBSTRATES INDICATED UNDER CONDITIONS OF SERVICE AND APPLICATION, AS DEMONSTRATED BY

MANUFACTURER BASED ON TESTING AND FIELD EXPERIENCE.G. PATCHING MATERIAL AND FASTENER HEAD COVER MATERIAL: LATEX FILLER.H. PAINT SYSTEMS

1. PROVIDE PREMIUM GRADE SYSTEMS (2 TOP COATS) AS DEFINED IN MPI ARCHITECTURAL PAINTING SPECIFICATION MANUAL, EXCEPT AS OTHERWISE INDICATED.2. PROVIDE COLORS AS INDICATED ON FINISH SCHEDULE.

I. INTERIOR PAINT SYSTEMS- SEE FINISH SCHEDULE FOR MANUFACTURER AND PRODUCT INFORMATION1 .STRUCTURAL STEEL AND METAL FABRICATIONS:

A. INT 5.1A QUICK DRY ENAMEL: Q.D. PRIMER MPI #95, Q.D. ENAMEL MPI #81, SEMI-GLOSS.2. GYPSUM BOARD:

A. APPLICATIONS INCLUDE BUT ARE NOT LIMITED TO WALLS, CEILINGS, SOFFITS, AND BULKHEADS.B INT 9.2A LATEX: LATEX PRIMER SEALER MPI #50, LATEX #52, GLOSS LEVEL 3.C. INT 9.2C ALKYD: LATEX PRIMER SEALER MPI #50, ALKYD MPI #47, 48, 49 OR 51. SHEEN SHALL MATCH EXISTING AND/OR ADJACENT PAINT FINISH.

J. PREPARATION1. PREPARE SURFACES AS SPECIFIED IN MPI ARCHITECTURAL PAINTING SPECIFICATION MANUAL AND AS FOLLOWS FOR THE APPLICABLE SURFACE AND COATING;2. COORDINATE PAINTING WORK WITH CLEANING AND PREPARATION WORK SO THAT DUST AND OTHER CONTAMINANTS DO NOT FALL ON NEWLY PAINTED, WET SURFACES.

K. APPLICATION1. APPLY PRODUCTS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS AND AS SPECIFIED OR RECOMMENDED BY MPI MANUAL, USING THE PREPARATION, PRODUCTS, SHEENS, TEXTURES,

AND COLORS AS INDICATED.A. REMOVE, REFINISH, OR REPAINT WORK NOT COMPLYING WITH REQUIREMENTS.

SECTION 10 22 00 TEMPORARY PARTITIONSA. MANUFACTURERS: 1. 3FORM WWW.3-FORM.COM WITH FRAMELESS CLIP SUPPORT 2. OR APPROVED EQUALB. INSTALLATION - PER MANUFACTURERS RECOMENDATIONSC. SUBMITTALS:

1. SUBMIT TEMPORARY PARTITION TYPES TO ARCHITECT FOR FINAL APPROVAL.

SECTION 10 28 00 TOILET, BATH, AND HOUSE-KEEPING ACCESSORIESA. PRODUCTS LISTED ARE BASED ON BOBRICK WASHROOM ACCESSORIES

1. OTHER ACCEPTABLE MANUFACTURERS: AMERICAN SPECIALTIES; BRADLEY CORP.2. SUBMITTALS:

A. PROVIDE PRODUCT DATA FOR ACCESSORIES TO OWNER AND ARCHITECT FOR APPROVAL PRIOR TO ORDERING3. ACCESSORIES:

A. GRAB BARS: B-5806.99 X 36, B-5806.99 X 42, B-6806.99 X 121. SEE DRAWINGS FOR SIZE AND LOCATION OF GRAB BARS

B. MIRRORS: B-293 2436 FIXED-POSITION TILT MIRROR (ADA)C. COAT HOOK: B-7672

1. SEE DRAWINGS FOR SIZE AND LOCATION OF COAT HOOK4. GRAB BAR INSTALLATION: INSTALL TO WITHSTAND A DOWNWARD LOAD OF AT LEAST 250 LBF, WHEN TESTED ACCORDINGTO ASTM F 446.5. REMOVE TEMPORARY LABELS AND PROTECTIVE COATINGS.6. CLEAN AND POLISH EXPOSED SURFACES ACCORDING TO MANUFACTURER'S WRITTEN RECOMMENDATIONS.

SECTION 12 36 61 SIMULATED STONE COUNTERTOPSA. MANUFACTURER, STYLE AND COLOR AS INDICATED ON THE FINISH LEGEND.B. INSTALLATION - MATERIALS SHALL NOT BE DELIVERED TO PROJECT SITE UNTIL AREAS ARE READY FOR INSTALLATION. COMPONENTS AND MATERIALS SHALL BE DELIVERED TO THE SITEUNDAMAGED, IN CONTAINERS CLEARLY MARKED AND LABELED WITH MANUFACTURER INFORMATION. PROTECTIVE COVERINGS SHALL BE PROVIDED TO PREVENT PHYSICAL DAMAGE OR STAININGFOLLOWING INSTALLATION, FOR DURATION OF PROJECT. FABRICATE TOPS UP TO 144 INCHES LONG IN ONE PIECE. JOIN PIECES WITH ADHESIVE SEALANT IN ACCORDANCE WITH MANUFACTURERRECOMMENDATIONS AND INSTRUCTIONS. PREPARE SURFACES AND ATTACH COUNTERTOPS TO CABINETS USING THE METHODS RECOMMENDED BY MANUFACTURER TO MAKE FLAT SURFACESLEVEL; SHIM WHERE REQUIRED.C. SUMITTALS:

1. PROVIDE SHOP DRAWINGS WITH COMPLETE DETAILS OF MATERIALS AND INSTALLATION; COMBINE WITH SHOP DRAWINGS OF CABINETS AND CASEWORK.

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A. PLUMBING LAYOUTS ARE SCHEMATIC ONLY. CONTRACTOR TOPROVIDE ANY ADDITIONAL DROPS, RISES, OR OFFSETS REQUIREDFOR A COMPLETE INSTALLATION. COORDINATE EXACT ROUTING OFWORK WITH ALL OTHER TRADES AND OBSTRUCTIONS.

B. UNLESS OTHERWISE INDICATED, ROUTE ALL PIPING ABOVECEILING. ROUTE ALL PIPING AS HIGH AS POSSIBLE IN AREASWITHOUT CEILINGS.

C. VERIFY EXACT SIZES AND LOCATIONS OF EXISTING WORK PRIORTO PROVIDING NEW WORK.

D. SOME SYMBOLS INDICATED ON THIS LEGEND SHEET MAY NOTAPPEAR ON THE DRAWINGS.

E. DO NOT LOCATE PLUMBING WORK IN ELEVATOR, ELECTRICAL, ORCOMMUNICATION ROOMS, EXCEPT FOR RUNOUTS SPECIFICALLYSERVING THE RESPECTIVE ROOM.

F. WATER HAMMER ARRESTORS SHALL BE INSTALLED, SIZED, ANDLOCATED PER PDI WH-201. LOCATE WATER HAMMER ARRESTORSWITHIN 6 FEET OF QUICK ACTING VALVE.

G. CONTRACTOR TO COORDINATE AND PROVIDE ACCESS PANELSFOR ALL COMPONENTS INSTALLED IN INACCESSIBLE AREAS THATMAY REQUIRE MAINTENANCE.

H. PROVIDE ALL MATERIALS AND EQUIPMENT AND PERFORM ALLLABOR REQUIRED TO INSTALL A COMPLETE AND OPERABLEPLUMBING SYSTEM AS INDICATED ON THE DRAWINGS, ASSPECIFIED, AND AS REQUIRED BY CODE. ALL MATERIALS SHALL BENEW AND OF GOOD QUALITY. ALL WORK SHALL BE INSTALLED IN ANEAT AND ORDERLY MANNER.

I. INSTALL ALL PLUMBING EQUIPMENT AND APPURTENANCES INACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS,MAINTENANCE REQUIREMENTS, CONTRACT DOCUMENTS, ANDAPPLICABLE CODES AND REGULATIONS.

J. UNIONS AND/OR FLANGES SHALL BE INSTALLED AT EACH PIECEOF EQUIPMENT AND IN BYPASSES TO PERMIT DISASSEMBLY FORALTERATION AND REPAIRS.

K. PROVIDE DIELECTRIC CONNECTIONS BETWEEN DISSIMILARMATERIALS.

PIPING SYMBOLS(E) EXISTING PIPING TO REMAIN

EXISTING PIPING TO BE REMOVED

BALL VALVEWYECAPELBOW, 90°ELBOW, 90° TURNED UP

ELBOW 90°, TURNED DOWNELBOW, 45°TEETEE, OUTLET TURNED UPTEE, OUTLET TURNED DOWN

GENERAL NOTES

SANITARY VENT (V)

DOMESTIC COLD WATER (CW)DOMESTIC HOT WATER (HW)

SANITARY DRAIN (SAN)

PIPE FITTING SYMBOLS

A. DEMOLISH ALL PLUMBING FIXTURES, ASSOCIATED COMPONENTS,AND PIPING THAT WILL BE RENDERED OBSOLETE DUE TO CHANGESTO THE BUILDING. COORDINATE THE EXTENT OF DEMOLITION ANDCOMPONENTS TO REMAIN WITH THE NEW WORK SHEETS. FIELDVERIFY ACTUAL PIPE ROUTING.

B. REMOVE ALL APPLICABLE PIPING TO WHERE IT CONNECTS TOACTIVE MAINS THAT WILL NOT BE DEMOLISHED. AFTER THEDEMOLITION IS COMPLETE NO DEAD-END PIPING SHALL REMAIN.UNDER SLAB PIPING THAT IS RENDERED OBSOLETE BY CHANGES TOTHE BUILDING CAN BE ABANDONED IN PLACE IF THE FOLLOWINGCONDITIONS ARE MET:

1) INACTIVE PIPING SHALL BE DISCONNECTED AND CAPPED ASCLOSE AS POSSIBLE TO THE ACTIVE MAIN.

2) REMOVE PIPE STUB-OUTS THROUGH THE SLAB AND REPAIRSLAB TO MATCH EXISTING.

3) DOES NOT CONFLICT WITH OTHER TRADES.

C. BEFORE WORK HAS BEGUN, CONTRACTOR SHALL MAKE ATHOROUGH SURVEY OF THE BUILDING AND NOTIFY THE OWNER OFANY DISCREPANCIES BETWEEN EXISTING CONDITIONS AND THOSESHOWN ON THE DRAWINGS. FAILURE BY THE CONTRACTOR TO HAVEACQUAINTED HIMSELF WITH AVAILABLE INFORMATION CONCERNINGEXISTING CONDITIONS SHALL NOT RELIEVE THE CONTRACTOR OFRESPONSIBILITIES OF PERFORMANCE OF WORK IN ACCORDANCEWITH REQUIREMENTS OF THE CONTRACT DOCUMENTS.

D. DRAWINGS SHOWING EXISTING CONSTRUCTION AND UTILITIES AREFOR REFERENCE ONLY AND HAVE BEEN DEVELOPED FROM EXISTINGDRAWINGS AND MAY NOT REFLECT ACTUAL FIELD CONDITIONS. THECONTRACTOR SHALL OBTAIN COPIES OF EXISTING DRAWINGS ANDVERIFY ACTUAL FIELD CONDITIONS PRIOR TO STARTING WORK. THECONTRACTOR SHALL NOTIFY THE OWNER'S REPRESENTATIVE INWRITING OF ANY WORK DESCRIBED IN THE CONTRACT DOCUMENTSWHICH CANNOT BE PREFORMED DUE TO EXISTING CONDITIONS.

E. DURING THE PLUMBING DEMOLITION PROCESS ANY DAMAGE THATIS DONE TO THE BUILDING AREAS THAT ARE TO REMAIN SHALL BEREPAIRED TO MATCH EXISTING.

F. IF HAZARDOUS MATERIALS ARE DISCOVERED DURING REMOVALOPERATIONS, STOP WORK AND NOTIFY THE OWNER; HAZARDOUSMATERIALS INCLUDE BUT ARE NOT LIMITED TO REGULATEDASBESTOS CONTAINING MATERIALS, LEAD, PCB'S AND MERCURY.

GENERAL DEMOLITION NOTES

CHROME PLATED TUBING (TYP)

ESCUTCHEON(TYP)

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ISSUE/REVISION

SHEET NUMBER

SHEET TITLE

PROJECT NUMBER

File

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AECOM

60637726



BIM

360

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NEW WORK PLUMBING PLAN

P-101

TN

1/4" = 1'-0"SECOND FLOOR SUPPLY PLAN


1/4" = 1'-0"SECOND FLOOR WASTE PLAN

PLUMBING FIXTURE SCHEDULE

MARK FIXTURE DESCRIPTIONNOTES

MOUNTINGHEIGHT

COLDWATER

SIZE

HOTWATER

SIZETEMPERED

WATER SIZE TRAP SIZE DRAINSIZE

VENTSIZE

BASIS OF DESIGN

MFG. FIXTURE/MFG. TRIM MODEL FIXTURE/MODEL TRIML-1 LAVATORY WITH FAUCET, 0.5 GPM 2, 6 WALL 1/2" 1/2" 3/8" 1 1/4" 1 1/2" 1 1/2" AMERICAN STANDARD 0124.131 / 6114.115.002L-2 LAVATORY WITH FAUCET, 0.5 GPM 2, 6 WALL 1/2" 1/2" 3/8" 1 1/4" 1 1/2" 1 1/2" AMERICAN STANDARD 0451.021 / 6114.115.002

WC-1 FLOOR MOUNTED WATER CLOSET, MANUAL FLUSH VALVE, 1.28 GPF 1 15 - 17" 1" - - - 3" 2" AMERICAN STANDARD 2855.128WC-2 FLOOR MOUNTED WATER CLOSET, MANUAL FLUSH VALVE, 1.28 GPF, ADA 1,5 17 - 19" 1" - - - 3" 2" AMERICAN STANDARD 2854.128

NOTES:

1. PROVIDE WATER HAMMER ARRESTOR, TYPE A.2. PROVIDE POINT OF USE THERMOSTATIC MIXING VALVE BELOW FIXTURE, COMPLYING WITH ASSE 1070.3. INSTALL FIXTURE AND ALL ASSOCIATED ACCESSORIES AND APPURTENANCES IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.4. PROVIDE ALL REQUIRED ACCESSORIES AND APPURTENANCES, INCLUDING BUT NOT LIMITED TO, COUPLINGS, STUDS & GASKETS, SUPPLIES & STOPS, ESCUTCHEONS, TAILPIECES AND P-TRAPS.5. FOR ADA COMPLIANT WATER CLOSETS, FLUSH VALVE CONTROLS SHALL BE LOCATED ON THE OPEN SIDE OF THE WATER CLOSET. COORDINATE INSTALLATION OF FLUSH VALVE WITH GRAB BAR. REFER TO ARCHITECTURAL DRAWINGS.6. PROVIDE PRE-MOLDED INSULATION ON EXPOSED CW & HW SUPPLIES AND STOPS, AND DRAIN PIPING BELOW FIXTURE.7. MOUNTING HEIGHT IS TO FLOOD RIM LEVEL OF FIXTURE UNLESS NOTED OTHERWISE.

SHEET KEYNOTES1 CONNECT TO EXISTING PIPING. VERIFY LOCATION.2 CONNECT NEW FIXTURES TO EXISTING ROUGH-INS.

SPECIFICATIONS:

PROVIDE ALL COMPONENTS IN ACCORDANCE WITH THE INTERNATIONAL PLUMBING CODE (2018), MANUFACTURERS INSTRUCTIONS AND APPROVED PRODUCT DATA SUBMITTALS.

PIPING MATERIALS SHALL BEAR LABEL, STAMP OR OTHER MARKING OF SPECIFIED TESTING AGENCY. FINAL INSTALLATION OF PIPING SHALL BEAR LABEL OF SYSTEM TYPE AND FLOW DIRECTION.

PROTECTING PIPING DURING DEMOLITION AND NEW CONSTRUCTION TO AVOID CLOGGING WITH DIRT AND DEBRIS AND TO PREVENT DAMAGE FROM TRAFFIC AND CONSTRUCTION WORK.

DRAWINGS INDICATE ONLY A GENERAL ARRANGEMENT OF PIPING, FITTING, AND SPECIALTIES. CONTRACTOR SHALL SUPPLY OFFSETS, FITTING AND OTHER COMPONENTS NOT SHOWN FOR A COMPLETE INSTALLATION.

WATER CLOSET:

WC-1ASME A112.19.2/CSA B45.1, WHITE VITREOUS CHINA, ELONGATED BOWL, FLOOR MOUNTED, FLOOR OUTLET. PROVIDE WAX BOWL RING INCLUDING PLASTIC SLEEVE. PROVIDE WHITE SOLID PLASTIC ELONGATED OPEN-FRONT SEAT. WATER FLUSHING VOLUME OF THE WATER CLOSET AND FLUSH VALVE COMBINATION SHALLNOT EXCEED 1.28 GALLONS PER FLUSH. PROVIDE LARGE DIAMETER FLUSH VALVE INCLUDING ANGLE CONTROL-STOP VALVE, VACUUM BREAKER, TAIL PIECES, SLIP NUTS, AND WALL PLATES; EXPOSED TO VIEW COMPONENTS SHALL BE CHROMIUM-PLATED OR POLISHED STAINLESS STEEL. FLUSH VALVES SHALL BE NONHOLD-OPEN, MANUAL TYPE.

WC-2ASME A112.19.2/CSA B45.1, WHITE VITREOUS CHINA, ELONGATED BOWL, FLOOR MOUNTED, FLOOR OUTLET. TOP OF TOILET SEAT HEIGHT ABOVE FLOOR SHALL BE 17 TO 19 INCHES FOR WHEELCHAIR WATER CLOSETS. PROVIDE WAX BOWL RING INCLUDING PLASTIC SLEEVE. PROVIDE WHITE SOLID PLASTIC ELONGATED OPEN-FRONT SEAT. WATER FLUSHING VOLUME OF THE WATER CLOSET AND FLUSH VALVE COMBINATION SHALL NOT EXCEED 1.28 GALLONS PER FLUSH. PROVIDE LARGE DIAMETER FLUSH VALVE INCLUDING ANGLE CONTROL-STOP VALVE, VACUUM BREAKER, TAIL PIECES, SLIP NUTS, AND WALL PLATES; EXPOSED TO VIEWCOMPONENTS SHALL BE CHROMIUM-PLATED OR POLISHED STAINLESS STEEL. FLUSH VALVES SHALL BE NONHOLD-OPEN, MANUAL TYPE. MOUNTED HEIGHT OF FLUSH VALVE SHALL NOT INTERFERE WITH THE HAND RAIL IN ADA STALLS.

LAVATORY:

L-1ASME A112.19.2/CSA B45.1, WHITE VITREOUS CHINA, WALL HUNG, MINIMUM DIMENSIONS OF 19 INCHES, WIDE BY 17 INCHES FRONT TO REAR, WITH SUPPLY OPENINGS FOR USE WITH TOP MOUNTED CENTERSET FAUCETS, AND OPENINGS FOR CONCEALED ARM CARRIER INSTALLATION. PROVIDE AERATOR WITH FAUCET.PROVIDE LAVATORY FAUCETS AND ACCESSORIES WITH A MAXIMUM FLOW RATE OF 0.5 GPM. PROVIDE ASME A112.6.1M CONCEALED CHAIR CARRIERS WITH VERTICAL STEEL PIPE SUPPORTS AND CONCEALED ARMS FOR THE LAVATORY. MOUNT LAVATORY WITH THE FRONT RIM 34 INCHES ABOVE FLOOR AND WITH 29 INCHESMINIMUM CLEARANCE FROM BOTTOM OF THE FRONT RIM TO FLOOR.

L-2ASME A112.19.2/CSA B45.1, WHITE VITREOUS CHINA, WALL HUNG CORNER SINK, WITH SUPPLY OPENINGS FOR USE WITH TOP MOUNTED CENTERSET FAUCETS. PROVIDE AERATOR WITH FAUCET. PROVIDE LAVATORY FAUCETS AND ACCESSORIES WITH A MAXIMUM FLOW RATE OF 0.5 GPM.

PIPING MATERIALS:

SANITARY WASTE AND VENT:A. MATERIAL: HUBLESS, CAST IRONB. PIPE: ASTM A 888 OR CISPI 301C. FITTINGS: ASTM C1277 OR CISPI 310

DOMESTIC WATER PIPINGA. MATERIAL: COPPER TYPE LB. PIPE: ASTM B88MC. FITTINGS: CAST COPPER, SOLDER JOIN ASME B15.18 OR WROUGHT COPPER SOLDER JOINT ASME B16.22

PIPING INSULATION:

A. COLD WATER: FIBERGLASS OR ELASTOMERIC - 1 INCH THICKB. HOT WATER: FIBERGLASS OR ELASTOMERIC - 1 1/2 INCH THICK

NO SCALEPOINT OF USE MIXING VALVE DETAIL

D

R

D

R

12x6

12"ø

12x6

RECTANGULAR DUCT (FIRST FIGURE IS FOR SIDE SHOWN, SECOND FIGURE IS FOR SIDE NOT SHOWN)

ROUND DUCT

FLAT OVAL DUCT (FIRST FIGURE IS FOR SIDE SHOWN, SECOND FIGURE IS FOR SIDE NOT SHOWN)

FLEXIBLE ROUND DUCT

FLEXIBLE DUCT CONNECTION

DUCT TRANSITION, ROUND OR FLAT OVAL TO RECTANGULAR

DUCT TRANSITION, RECTANGULAR TO ROUND OR FLAT OVAL

DUCT TRANSITION, RECTANGULAR, ROUND, OR FLAT OVAL

INCLINED RISE W/RESPECT TO AIR FLOW, RECTANGULAR

INCLINED DROP W/RESPECT TO AIR FLOW, RECTANGULAR

INCLINED RISE W/RESPECT TO AIR FLOW, ROUND OR FLAT OVAL

INCLINED DROP W/RESPECT TO AIR FLOW, ROUND OR FLAT OVAL

90° ELBOW, RECTANGULAR WITH TURNING VANES

45° ELBOW, RECTANGULAR

90° ELBOW, ROUND OR FLAT OVAL (SMOOTH OR 5 PIECE ELBOWS)

MITERED 90° ELBOW, ROUND OR FLAT OVAL

S-000

SPS

H

45° ELBOW, ROUND OR FLAT OVAL (SMOOTH OR 3 PIECE ELBOWS)

DIVIDED FLOW FITTING

TAP-IN BRANCH, RECTANGULAR

BRANCH DUCT, CONICAL LATERAL FITTING, ROUND OR FLAT OVAL

BRANCH DUCT, CONICAL TEE FITTING, ROUND OR FLAT OVAL

BRANCH DUCT, "Y" FITTING, ROUND OR FLAT OVAL

SUPPLY DUCT SECTION, RECTANGULAR

RETURN DUCT SECTION, RECTANGULAR

90° ELBOW TURNED UP, RECTANGULAR

90°ELBOW TURNED DOWN, RECTANGULAR

90° ELBOW TURNED UP, ROUND

90° ELBOW TURNED DOWN, ROUND

CEILING DIFFUSER (4-WAY THROW UNLESS INDICATED OTHERWISE BY ARROWS)

CEILING DIFFUSER (4-WAY THROW UNLESS INDICATED OTHERWISE BY ARROWS)

CEILING REGISTER OR GRILLE (RETURN )

CEILING REGISTER OR GRILLE (SUPPLY)

REGISTER OR GRILLE

CEILING DIFFUSER WITH FLEXIBLE DUCT CONNECTION (4-WAY THROW UNLESS INDICATED OTHERWISE BY ARROWS)

LIGHT TROFFER WITH FLEXIBLE DUCT CONNECTION "S" INDICATES SOFFIT, NUMBER INDICATES CFM

CEILING LINEAR SLOT OR INTEGRATED CEILING DIFFUSER (CLSD) WITH FLEXIBLE DUCT CONNECTION (ARROWS INDICATE THROW DIRECTIONS)

STATIC PRESSURE SENSOR

HUMIDIFIER

SINGLE LINE DUCTWORK SYMBOLS

12x6

36"ø

36x18

R

D

R

D

RECTANGULAR DUCT (FIRST FIGURE IS FOR SIDE SHOWN, SECOND FIGURE IS FOR SIDE NOT SHOWN)

ROUND DUCT

FLAT OVAL DUCT (FIRST FIGURE IS FOR SIDE SHOWN, SECOND FIGURE IS FOR SIDE NOT SHOWN)

FLEXIBLE ROUND DUCT

FLEXIBLE DUCT CONNECTION

DUCT TRANSITION

INCLINED RISE W/RESPECT TO AIR FLOW, RECTANGULAR

INCLINED DROP W/RESPECT TO AIR FLOW, RECTANGULAR

INCLINED RISE W/RESPECT TO AIR FLOW, ROUND OR FLAT OVAL

INCLINED DROP W/RESPECT TO AIR FLOW, ROUND OR FLAT OVAL

90° ELBOW, RECTANGULAR WITH TURNING VANESSPS

DF

90° ELBOW, ROUND OR FLAT OVAL (SMOOTH OR 5-PIECE ELBOWS)

45° ELBOW, RECTANGULAR

45° ELBOW, ROUND OR FLAT OVAL (SMOOTH OR 3-PIECE ELBOWS)

DIVIDED FLOW FITTING, RECTANGULAR

RECTANGULAR TAP-IN BRACH OR ROUND OR FLAT OVAL CONICAL TEE

INCLINED CONICAL TAKE-OFF, ROUND OR FLAT OVAL

"Y" FITTING, ROUND OR FLAT OVAL

90° ELBOW TURNED UP, RECTANGULAR

90° ELBOW TURNED, DOWN, RECTANGULAR

90° ELBOW TURNED UP, ROUND, FLAT OVAL SIMILAR

90° ELBOW TURNED DOWN, ROUND, FLAT OVAL SIMILAR

CEILING DIFFUSER (ARROWS INDICATE THROW DIRECTIONS)

CEILING REGISTER OR GRILLE,RETURN

CEILING REGISTER OR GRILLE, SUPPLY

STATIC PRESSURE SENSOR

END OF DUCT RUN

MISC SYMBOLS

ROOM NUMBER

ROUND DUCT

POINT OF CONNECTION BETWEEN NEW AND EXISTING WORK

FLAT OVAL DUCT

POINT BETWEEN EXISTING WORK TO REMAIN AND EXISTING WORK TO BE REMOVED

EXISTING WORK TO BE REMOVED

EXISTING WORK TO REMAIN

WATER SENSOR (LOCATED BELOW ACCESS FLOOR)

HEAT DETECTOR

SMOKE DETECTOR

INTERVAL TIMER

HUMIDISTAT

THERMOSTAT

NIGHT THERMOSTAT

WALL SWITCH

0000

ø

SD

HD

PIPING SYMBOLS

(E)

HRS

HRR

HPS

HPR

MPS

MPR

LPS

LPR

SV

HWS

HWR

CHR

HCS

HCR

B

BR

CWS

CWR

MU

HG

RS

RL

CP

BFW

BD

FOS

FOR

FOV

CHS

EXISTING PIPING TO REMAIN

EXISTING PIPING TO BE REMOVED

HEAT RECOVERY SUPPLY

HEAT RECOVERY RETURN

HIGH PRESSURE STEAM (___ PSIG)

HIGH PRESSURE CONDENSATE

MEDIUM PRESSURE STEAM (___PSIG)

MEDIUM PRESSURE CONDENSATE

LOW PRESSURE STEAM

LOW PRESSURE CONDENSATE

STEAM VENT

HEATING-HOT WATER SUPPLY

HEATING-HOT WATER RETURN

CHILLED WATER SUPPLY

CHILLED WATER RETURN

HOT/CHILLED WATER SUPPLY

HOT/CHILLED WATER RETURN

BRINE SUPPLY

BRINE RETURN

CONDENSER WATER SUPPLY

CONDENSER WATER RETURN

MAKE-UP WATER

REFRIGERANT HOT GAS

REFRIGERANT LIQUID

REFRIGERANT SUCTION

CONDENSATE PUMP DISCHARGE

BOILER FEEDWATER

BOILER BLOW DOWN

FUEL-OIL SUPPLY

FUEL-OIL RETURN

FUEL-OIL VENT

STEAM TRAP

DRIP STATION

PRESSURE REDUCING STATION

PT

PA

PG

PIPE ANCHOR

PIPE GUIDE OR SLEEVES

EXPANSION JOINT

VENTURI

GATE VALVE

GLOBE VALVE

HOSE VALVE WITH CAP

BUTTERFLY VALVE

CHECK VALVE

BALANCING VALVE

CALIBRATED BALANCING VALVE

AUTOMATIC FLOW CONTROL VALVE

BALL VALVE

PLUG VALVE

SOLENOID VALVE

SAFETY OR PRESSURE RELIEF, ANGLE VALVE

SAFETY OR PRESSURE RELIEF, STRAIGHT THRU VALVE

PRESSURE REDUCING VALVE (PRV)

AUTOMATIC CONTROL VALVE, 2 WAY

AUTOMATIC CONTROL VALVE, 3 WAY

BLIND FLANGE

LATERAL Y

CAP

ELBOW, 90°

ELBOW, 90° TURNED UP

ELBOW 90°, TURNED DOWN

ELBOW, 45°

TEE

TEE, OUTLET TURNED UP

TEE, OUTLET TURNED DOWN

CONCENTRIC REDUCER

ECCENTRIC REDUCER (STRAIGHT INVERT)

UNION

FLEXIBLE PIPE CONNECTION

PRESSURE GAGE WITH SHUT OFF COCK AND SIPHON OR PULSATION DAMPENER.

TEMPERATURE GAGE

THERMOMETER

PRESSURE/TEMPERATURE TEST PORT

DOUBLE CHECK VALVE BACKFLOW PREVENTER

DOUBLE LINE DUCTWORK SYMBOLS

RHS REHEAT HOT WATER SUPPLY

RHR REHEAT HOT WATER RETURN

PSC PUMPED STEAM CONDENSATE

90° ELBOW TURNED UP, FLAT OVAL

90° ELBOW TURNED DOWN, FLAT OVAL

BDD

DAMPERSBDD: BACKDRAFT DAMPERFSD: FIRE/SMOKE DAMPERFD: FIRE DAMPERMD: MOTORIZED DAMPERSD: SMOKE DAMPERVD: VOLUME DAMPER

VD

VD

VD

A

TWO WAY PRESSURE INDEPENDENT CONTROL AND BALANCING VALVE

PICBV

H

T

N

S

DS

P.R.S

BDD

DAMPERSBDD: BACKDRAFT DAMPERFSD: FIRE/SMOKE DAMPERFD: FIRE DAMPERMD: MOTORIZED DAMPERSD: SMOKE DAMPERVD: VOLUME DAMPER

S

T

SEE SH G-003 & G-004 FOR ABBREVIATIONS, CHARACTER IDENTIFIERS IN LINES ON PIPING LEGEND ARE ALSO USED FOR ABBREVIATIONS.

MECHANICAL LAYOUTS ARE SCHEMATIC. PROVIDE ANY ADDITIONAL DROPS, RISES, OR OFFSETS REQUIRED FOR A COMPLETE INSTALLATION,COORDINATE EXACT ROUTING OF WORK WITH ALL OTHER TRADES AND OBSTRUCTIONS. WORK WITH LIGHTS, CEILING GRID, AND OTHER OBSTRUCTIONS.

UNLESS OTHERWISE INDICATED, ROUTE ALL DUCTWORK AND PIPING ABOVE CEILINGS. ROUTE ALL DUCTWORK AND PIPING AS HIGH AS POSSIBLE IN AREAS WITHOUT CEILINGS.

DUCT DIMENSIONS ARE INSIDE CLEAR DIMENSIONS. INCREASE SHEET METAL DIMENSIONS ON LINED DUCTWORK TO MAINTAIN THE INSIDE CLEAR DIMENSIONS INDICATED.

SIZE FLEXIBLE DUCT RUNOUTS TO TERMINAL AIR DEVICES AS FOLLOWS:

SIZE CFM

0-65

70-110

115-160

165-240

245-320

325-420

425-700

5"ø

6"ø

7"ø

8"ø

9"ø

10"ø

12"ø

1.

2.

3.

4.

5.

SEE ARCHITECTURAL REFLECTED CEILING PLANS FOR EXACT LOCATIONS OF DIFFUSERS, LINEAR SLOT DIFFUSERS, REGISTERS, AND GRILLES.

VERIFY EXACT SIZES AND LOCATIONS OF EXISTING WORK BEFORE PURCHASING OR FABRICATING NEW WORK FOR CONNECTION TO OR INSTALLATION IN EXISTING WORK.

SOME SYMBOLS INDICATED ON THIS LEGEND SHEET MAY NOT APPEAR ON THE DRAWINGS.

DO NOT LOCATE MECHANICAL WORK IN ELECTRICAL OR COMMUNICATION ROOMS, EXCEPT FOR RUNOUTS SPECIFICALLY SERVING THE RESPECTIVE ROOM.

DUCTS CROSSING WALLS WITH A RATING OF ONE-HOUR OR LESS SHALL HAVE GALVANIZED DUCTWORK OF AT LEAST 1.2 MM THICK.

6.

7.

8.

9.

10.

MECHANICAL GENERAL NOTES

1. BEFORE THE START OF ANY DEMOLITION WORK, MECHANICAL CONTRACTOR SHALL ENLIST THE SERVICESOF A BALANCING CONTRACTOR TO OBTAIN EXISTING AIRFLOW READINGS ON AIR CONDITIONING SYSTEMTHAT SERVE THE RENOVATION AREA. READINGS SHALL INCLUDE UNIT TOTAL AIRFLOW AND ALLDISTRIBUTION, INCLUDING INDIVIDUAL AIR DEVICES.

2. COORDINATION OF WORKCOORDINATE MECHANICAL WORK WITH OTHER TRADES INVOLVED IN THE CONSTRUCTION PROJECT. PROVIDE DROPS RISES, OR OFFSETS NOT INDICATED, BUT NECESSARY FOR PROPER INSTALLATION OF WORK. CAREFULLY LAY OUT ALL WORK IN ADVANCE TO COORDINATE WITH ARCHITECTURAL, STRUCTURAL, MECHANICAL, PLUMBING, AND ELECTRICAL FEATURES OF CONSTRUCTION. VERIFY AT SITE ALL LOCATIONS, GRADES, ELEVATIONS, AND UTILITY SERVICE CONNECTIONS. MAKE REQUIRED CHANGES OR RELOCATIONS NECESSARY TO RESOLVE ANY CONFLICTS.

3. TESTING AND BALANCING:TAB CONTRACTOR SHALL BE AN INDEPENDENT TESTING, ADJUSTING, AND BALANCING AGENCY CERTIFIED BY AABC AND/OR NEBB IN THE TESTING AND BALANCING DISCIPLINES REQUIRED FOR THIS PROJECT. AGENCY SHALL HAVE AT LEAST 3 YEARS OF SUCCESSFUL TESTING, ADJUSTING, AND BALANCING EXPERIENCE ON PROJECTS OF SIMILAR SIZE AND COMPLEXITY AS THIS PROJECT. AGENCY SHALL BE THE SINGLE SOURCE OF RESPONSIBILITY FOR TESTING, ADJUSTING, AND BALANCING THE BUILDING MECHANICAL SYSTEMS TO MEET THE DESIGN OBJECTIVES, MEASUREMENT AND ESTABLISHMENT OF THE FLOW QUANTITIES OF THE MECHANICAL SYSTEMS AS REQUIRED TO MEET DESIGN SPECIFICATION, AND RECORDING AND REPORTING THE RESULTS.

4. DUCTS:RECTANGULAR DUCTWORK SHALL BE GALVANIZED STEEL, ALUMINUM OR STAINLESS STEEL. RECTANGULAR DUCT SHALL BE FABRICATED IN ACCORDANCE WITH SMACNA HVAC DUCT CONSTRUCTION STANDARDS.

ROUND DUCTWORK SHALL BE GALVANIZED STEEL, EXCEPT EXTERIOR DUCTWORK SHALL BE ALUMINUM OR GALVANIZED STEEL. ROUND DUCT SHALL BE FABRICATED IN ACCORDANCE WITH SMACNA HVAC DUCT CONSTRUCTION STANDARDS.

ALL SUPPLY AIR DUCTWORK SHALL BE INSULATED WITH FIBERGLASS DUCT WRAP AND VAPOR BARRIER, EQUAL TO OWENS CORNING SOFTR DUCT WRAP. DUCT INSULATION UNCONDITIONED AREAS SUCH AS UNCONDITIONED ROOMS AND CEILINGS BETWEEN FLOORS SHALL HAVE A MINIMUM R-6 INSTALLED INSULATING VALUE. DUCT INSULATION IN UNCONDITIONED AREAS SUCH AS CEILINGS BELOW ROOF SHALL HAVE A MINIMUM OF R-8 INSTALLED INSULATING VALUE.

5. PRESSURE RATINGS AND SEAL CLASS FOR DUCTWORK:A. SUPPLY: 1 INCH WG, SEAL CLASS B. SMACNA LEAKAGE CLASS 12.B. RETURN: -2 INCH WG, SEAL CLASS B. SMACNA LEAKAGE CLASS 12.C. EXHAUST: -2 INCH WG, SEAL CLASS B. SMACNA LEAKAGE CLASS 12.D. TRANSFER: -0.5 INCH WG, SEAL CLASS C. SMACNA LEAKAGE CLASS 12.

6. INSULATED FLEXIBLE DUCTS:PROVIDE UL 181, CLASS 1, ALUMINUM LAMINATE AND POLYESTER FILM WITH LATEX ADHESIVE SUPPORTED BY HELICALLY WOUND SPRING-STEEL WIRE; MINIMUM 1-INCH THICK FIBERGLASS INSULATION; ALUMINUM-VAPOR-BARRIER FILM.PRESSURE RATING: 10 INCH WG POSITIVE AND 1 INCH WG NAGATIVEMAXIMUM VELOCITY: 4000 FPMTEMPERATURE RANGE: MINUS 20 DEGREES F TO 210 DEGREES FSPIN-IN FITTINGS: CONICAL, WITH LOCKABLE BUTTERFLY DAMPER FOR EACH DUCT. CONNECTION TO MAIN DUCT.

7. DAMPERS:VOLUME DAMPERS SHALL BE FABRICATED IN ACCORDANCE WITH SMACNA HVAC DUCT CONSTRUCTION STANDARDS. PROVIDE SINGLE-BLADE DAMPERS FOR DUCT SIZES UP TO 6 BY 30. USE MULTI-BLADE DAMPERS FOR LARGER DUCT SIZES. MULTI-BLADE DAMPERS SHALL BE FABRICATED OF OPPOSED-BLADE PATTERN WITH MAXIMUM BLADE SIZES OF 8 BY 72 INCHES. ASSEMBLE CENTER AND EDGE CRIMPED BLADES IN PRIME-COATED OR GALVANIZED CHANNEL FRAME WITH SUITABLE HARDWARE.

MECHANICAL SPECIFICATIONS

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100% CD SUBMITTAL07/17/2020 I

ALLEGHANY COUNTY COVID-19 SAFETY IMPROVEMENT RENOVATIONS

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MECHANICAL LEGEND ANDGENERAL NOTES

M-001


NORTH VAULT

111

CENTER VAULT

112

MECHANICAL ROOM

113

STORE ROOM

114OFFICE

115

ENTRY HALL

102

CLERKS OFFICE

103

VESTIBULE

101

DISTRICT COURT

OFFICE

105

OFFICE

B007

OFFICE

B009

DISTRICT

COURTROOM

104

SOUTH VAULT

B011

STAIR

B012

STORAGE

B013

RELOCATE EXISTING DIFFUSER.(TYP 3)

PN

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modifie

d,

repro

duced o

r re

lied u

pon b

y t

hird p

art

ies,

except

as a

gre

ed b

y A

EC

OM

or

as r

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y law

. A

EC

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accepts

no r

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, and d

enie

s a

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hats

oever,

to a

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hat

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lies o

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ithout

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MECHANICAL DEMOLITIONPLAN - GROUND FLOOR

MD101

TN

TN

1/4" = 1'-0"MD101

1

MECHANICAL COURTHOUSE DEMOLITION PLAN- GROUND FLOOR

SHEET KEYNOTES:

DEMOLITION NOTES THIS SHEET

A. REFER TO SHEET M001 FOR MECHANICAL LEGEND ANDGENERAL NOTES.

B. PROTECTION AND STORAGE OF GRILLES AND DIFFUSERS TOBE RELOCATED IS THE RESPONSIBILITY OF THECONTRACTOR..


DEMOLISH SUPPLY DIFFUSER(TYP 2)

DEMOLISH SUPPLY DIFFUSER





EXISTING TO REMAIN EXHAUST GRILLE

RELOCATE EXISTING RETURN GRILLE

DEMOLISH SUPPLY GRILLE. CAP DUCT ABOVE CEILING.

PN

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’s c

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pon b

y t

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as a

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or

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. A

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, and d

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oever,

to a

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hat

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lies o

n t

his

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g w

ithout

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CO

M’s

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onsent.

Do n

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MECHANICAL DEMOLITIONPLAN - SECOND FLOOR

MD102

TN

TN

SHEET KEYNOTES:





1/4" = 1'-0"MD102

1

MECHANICAL COURTHOUSE DEMOLITION PLAN- SECOND FLOOR

CONTRACTOR SHALL DETERMINE THE AIRFLOW OF THE TWO (2) EXISTING SUPPLY DIFFUSERS SERVING CORRIDOR (204) PRIOR TO DEMOLITION, AND EVENLY REDISTRIBUTE AND REBALANCE BETWEEN THE THREE (3) NEW DIFFUSERS SERVING CORRIDOR (204), AND FUTURE OFFICES (206) AND (208).

OFFICE

141

MAIL ROOM

142

OFFICE

P106

OFFICE

P104

OFFICE

P102

LOBBY

P101

MEETING ROOM

P103CONFERENCE ROOM

149

EXISTING TO REMAIN RETURN GRILLE

EXISTING TO REMAIN SUPPLY DIFFUSER

RELOCATE EXISTING RETURN GRILLE.

RELOCATE EXISTING SUPPLY DIFFUSER

RELOCATE EXISTING SUPPLY DIFFUSER



LOBBY

T101

TREASURY OFFICE

T102

OFFICE

123

OFFICE

124

EXISTING TO REMAIN SUPPLY DIFFUSER(TYP 6)




PN

KEY PLAN

P

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This

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se o

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EC

OM

’s c

lient.

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sed,

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d,

repro

duced o

r re

lied u

pon b

y t

hird p

art

ies,

except

as a

gre

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y A

EC

OM

or

as r

eq

uired b

y law

. A

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OM

accepts

no r

esponsib

ility

, and d

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s a

ny lia

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ty w

hats

oever,

to a

ny p

art

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hat

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r re

lies o

n t

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g w

ithout

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CO

M’s

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ss w

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en c

onsent.

Do n

ot

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MECHANICAL DEMOLITIONPLANS - COUNTY BUILDING

MD103

TN

TN

1/4" = 1'-0"MD103

1

MECHANICAL COUNTY BLDG DEMOLITION PLAN- GROUND FLOOR - AREA P

SHEET KEYNOTES:




1/4" = 1'-0"MD103

2

MECHANICAL COUNTY BLDG DEMOLITION PLAN- GROUND FLOOR - AREA T


NORTH VAULT

111

CENTER VAULT

112

MECHANICAL ROOM

113

STORE ROOM

114OFFICE

115

ENTRY HALL

102

CLERKS OFFICE

103

VESTIBULE

101

DISTRICT COURT

OFFICE

105

OFFICE

B007

OFFICE

B009

DISTRICT

COURTROOM

104

SOUTH VAULT

B011

STAIR

B012

STORAGE

B013

EXISTING DIFFUSER RELOCATED.(TYP 3)

KEY PLAN

This

dra

win

g h

as b

een p

repare

d f

or

the u

se o

f A

EC

OM

’s c

lient.

It

may n

ot

be u

sed,

modifie

d,

repro

duced o

r re

lied u

pon b

y t

hird p

art

ies,

except

as a

gre

ed b

y A

EC

OM

or

as r

eq

uired b

y law

. A

EC

OM

accepts

no r

esponsib

ility

, and d

enie

s a

ny lia

bili

ty w

hats

oever,

to a

ny p

art

y t

hat

uses o

r re

lies o

n t

his

dra

win

g w

ithout

AE

CO

M’s

expre

ss w

ritt

en c

onsent.

Do n

ot

scale

this

docum

ent.

All

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ments

must

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rom

the s

tate

d d

imensio

ns.

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MECHANICAL COURTHOUSEGROUND FLOOR PLAN - HVAC

MH101

TN

1/4" = 1'-0"MH101

1

MECHANICAL COURTHOUSE GROUND FLOORPLAN - HVAC

SHEET KEYNOTES:

GENERAL NOTES THIS SHEET


B. EXTEND DUCTWORK AND/OR PROVIDE NEW FLEX DUCT ASREQUIRED TO ACCOMMODATE RELOCATION OF SUPPLYDIFFUSERS AND RETURN GRILLES.


NEW SUPPLY DIFFUSER

NEW SUPPLY DIFFUSER

NEW SUPPLY DIFFUSER

OFFICE

205

OFFICE

203

MEETING ROOM

202

CORRIDOR

204

OFFICE

210

OFFICE

209

OFFICE

208

OFFICE

206

TOILET

207

TOILET

209A

VESTIBULE

201

COURTROOM

209E

EXISTING RETURN GRILLE RELOCATED

EXISTING TO REMAIN EXHAUST GRILLE

NEW SUPPLY DIFFUSER

NEW SUPPLY DIFFUSER

NEW SUPPLY DIFFUSER

NEW SUPPLY DIFFUSER

NEW SUPPLY DIFFUSER

KEY PLAN

This

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as b

een p

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d f

or

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se o

f A

EC

OM

’s c

lient.

It

may n

ot

be u

sed,

modifie

d,

repro

duced o

r re

lied u

pon b

y t

hird p

art

ies,

except

as a

gre

ed b

y A

EC

OM

or

as r

eq

uired b

y law

. A

EC

OM

accepts

no r

esponsib

ility

, and d

enie

s a

ny lia

bili

ty w

hats

oever,

to a

ny p

art

y t

hat

uses o

r re

lies o

n t

his

dra

win

g w

ithout

AE

CO

M’s

expre

ss w

ritt

en c

onsent.

Do n

ot

scale

this

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ent.

All

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imensio

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60637726



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MECHANICAL COURTHOUSESECOND FLOOR PLAN - HVAC

MH102

TN

SHEET KEYNOTES:



B. EXTEND DUCTWORK AND/OR PROVIDE NEW FLEX DUCT ASREQUIRED TO ACCOMMODATE NEW LOCATIONS OF SUPPLYDIFFUSERS AND RETURN GRILLES.

C. CONTRACTOR SHALL MATCH SIZE, STYLE, AND COLOR OF NEWDIFFUSERS AND GRILLES TO EXISTING. NEW DIFFUSERS ANDGRILLES SHALL BE PROVIDED AS LAY-IN OR SURFACE MOUNT.COORDINATE WITH ARCHITECTURE REFLECTED CEILINGPLANS.

D. CONTRACTOR SHALL PROVIDE ACCESS PANELS AS REQUIREDIN NEW HARD CEILINGS TO ENSURE ACCESSIBILITY ISMAINTAINED TO MEP EQUIPMENT, UTILITIES ANDAPPURTENANCES, INCLUDING, BUT NOT LIMITED TO FANS,VOLUME DAMPERS, AND SHUT-OFF VALVES LOCATED IN THECEILING PLENUM.


1/4" = 1'-0"MH102

1

MECHANICAL COURTHOUSE SECOND FLOORPLAN - HVAC

CONTRACTOR SHALL DETERMINE THE AIRFLOW OF THE TWO (2) EXISTING SUPPLY DIFFUSERS SERVING CORRIDOR (204) PRIOR TO DEMOLITION, AND EVENLY REDISTRIBUTE AND REBALANCE BETWEEN THE THREE (3) DIFFUSERS SERVING CORRIDOR (204), OFFICE (206), AND OFFICE (208)

OFFICE

141

MAIL ROOM

142

OFFICE

P106

OFFICE

P104

OFFICE

P102

LOBBY

P101MEETING ROOM

P103

CONFERENCE ROOM

149

COPY ROOM

P105

EXISTING SUPPLY DIFFUSER RELOCATED

EXISTING RETURN GRILLE RELOCATED



EXISTING SUPPLY DIFFUSER RELOCATED



NEW 18x10 TRANSFER GRILLE(TYP 2)

18

"x10

"

LOBBY

T101

TREASURY OFFICE

T102

OFFICE

123

OFFICE

124

18

"x10

"

18"x10"

NEW 18x10 TRANSFER GRILLE(TYP 2)





PN

KEY PLAN

P

T

This

dra

win

g h

as b

een p

repare

d f

or

the u

se o

f A

EC

OM

’s c

lient.

It

may n

ot

be u

sed,

modifie

d,

repro

duced o

r re

lied u

pon b

y t

hird p

art

ies,

except

as a

gre

ed b

y A

EC

OM

or

as r

eq

uired b

y law

. A

EC

OM

accepts

no r

esponsib

ility

, and d

enie

s a

ny lia

bili

ty w

hats

oever,

to a

ny p

art

y t

hat

uses o

r re

lies o

n t

his

dra

win

g w

ithout

AE

CO

M’s

expre

ss w

ritt

en c

onsent.

Do n

ot

scale

this

docum

ent.

All

measure

ments

must

be o

bta

ined f

rom

the s

tate

d d

imensio

ns.

PN

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4' 2' 0 4' 8'

1/4"=1'-0"

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60637726



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MECHANICAL COUNTYBUILDING GROUND FLOORPLANS - HVAC

MH103

TN

TN

1/4" = 1'-0"MH103

1

MECHANICAL COUNTY BLDG GROUND FLOORPLAN - AREA P - HVAC

1/4" = 1'-0"MH103

2

MECHANICAL COUNTY BLDG GROUND FLOORPLAN - AREA T - HVAC

SHEET KEYNOTES:



B. EXTEND DUCTWORK AND/OR PROVIDE NEW FLEX DUCT ASREQUIRED TO ACCOMMODATE RELOCATION OF SUPPLYDIFFUSERS AND RETURN GRILLES.


NOTES:1. "D" IS THROAT DIA OR SIDE DIM. OF SQUARE CONN.

2. MIN LENGTH OF STRAIGHT DUCT ABOVE CD IS "D".

3. ABOVE DETAILS ARE REPRESENTATIVE OF STANDARD DUCT CONNECTIONS, ONLY. THESE DETAILS ARE NOT INTENDED TO SHOW ALL POSSIBLE DUCT CONNECTIONS.

MIN

"D""D"

AIR FLOW

CEILING DIFFUSER

END OF DUCT

MIN

"D" "D"

4" MIN

45°

VOLUME DAMPERCEILING

EXHAUST OR RETURN REGISTER

MIN

R=1.5D

CEILING DIFFUSER

FLEXIBLE DUCT WHERE INDICATED NOTE 2

SPIN-IN FITTING W/ BUTTERFLY DAMPER

SUPPLY DUCT

CLG

MIN

MIN

"D"

4" MIN

45°

CEILING DIFFUSERNOTE 2

VOLUME DAMPER

CLG

VDVD

VD

4" MIN

.

FULL LENGTH OF AIR DEVICE NECK DIM.

1" DUCT LINER

TRANSFER GRILLE(TYP)

FIRE DAMPER IF INDICATED ON PLANS. REFER TO FIRE DAMER DETAIL.

DUCT DIM. = TRANSFER GRILLE NECK DIM. + 2" ALLOWANCE FOR DUCT LINER.

FULL WIDTH OF AIR DEVICE NECK DIM.

MAX FLEXLENGTH 6'-0"

NOTE:1. MAX SAG 1/2" PER FOOT BETWEEN SUPPORT BRACING.

2. SECURE FLEX DUCT TO SPIN-IN FITTING AND DIFFUSER WITH 1/2" GALVANIZED ADJUSTABLE BAND CLAMP WITH CADMIUM PLATED BUCKLE AND SCREW WITH SLOTTED HEX HEAD. PLACE BAND CLAMP BETWEEN THE WIRES OF LAST SPIRAL OF THE FLEX DUCT.

1" WIDE BAND CLAMP

CLAMP

SHEET METAL SCREW

CONICAL SPIN-IN FITTING AND ADJUSTABLE MANUAL DAMPER WITH LOCKING DEVICE.

SU

PP

LY

DU

CT

SUPPLY AIR DIFFUSER

1" WIDE BAND CLAMP WITH WIRE SUPPORT ON 4'-0" CENTER (OPTIONAL)

INSULATED FLEXIBLE DUCT 6'-0" MAX LENGTH

HARD ROUNDDUCT

VD

BALANCING DAMPER PER DETAILS

MAIN DUCT

W

L= 1/4"W, 4" MIN.

PLAN

ELEVATION

NOTES:1. TRANSITION AS REQUIRED WHEN BRANCH OR RUNOUT DUCT DEPTH IS

SAME OR LARGER THAN THE MAIN DUCT

PLAN

ELEVATION

BALANCING DAMPER PER DETAILS

MAIN DUCT

ROUND DUCT

MAIN DUCT

45° L

60° 6"

1" MIN

1" MIN

1" MIN

1" MIN

VD

VD

This

dra

win

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een p

repare

d f

or

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se o

f A

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’s c

lient.

It

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be u

sed,

modifie

d,

repro

duced o

r re

lied u

pon b

y t

hird p

art

ies,

except

as a

gre

ed b

y A

EC

OM

or

as r

eq

uired b

y law

. A

EC

OM

accepts

no r

esponsib

ility

, and d

enie

s a

ny lia

bili

ty w

hats

oever,

to a

ny p

art

y t

hat

uses o

r re

lies o

n t

his

dra

win

g w

ithout

AE

CO

M’s

expre

ss w

ritt

en c

onsent.

Do n

ot

scale

this

docum

ent.

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ments

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rom

the s

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imensio

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MECHANICAL - DETAILS

M-501

12" = 1'-0"M-501

2 TYPICAL DUCT CONNECTION DETAILS12" = 1'-0"M-501

4 RETURN AIR TRANSFER DUCT DETAIL12" = 1'-0"M-501

3 DIFFUSER CONNECTION DETAIL12" = 1'-0"M-501

1 HVAC - DUCT TAKE-OFF


POWER DISTRIBUTION

PANELBOARD. SYMBOL REPRESENTS EQUIPMENT FOOTPRINT.

CIRCUIT HOME RUN. LETTERS AND NUMBER DESIGNATE PANEL AND CIRCUITS

HA-1,3

ANNOTATION TAG (IDENTIFICATION OF PURPOSE) FOR DUPLEX AND SIMPLEX RECEPTACLES AND JUNCTION BOXES. LETTER SUBSCRIPTS, ADJACENT TO SYMBOLS, INDICATE THE FOLLOWING:

AC ABOVE COUNTER. MOUNT AT 6" ABOVE TOP OF COUNTER/SINK UON.G GROUND FAULT CIRCUIT INTERRUPTERMW MICROWAVERA RANGER REFRIGERATORTV TELEVISIONU USB PORT

DUPLEX RECEPTACLE. WALL MOUNT AT 18" AFF TO CENTER UON.

WALL MOUNTED AT 18" AFF UON.

A

SPECIAL PURPOSE RECEPTACLE TYPE DESIGNATION TAG. REFER TO SPECIAL PURPOSE RECEPTACLE SCHEDULE BELOW:

A NEMA 10-30R B NEMA 14-50R

LIGHTING SWITCH SYMBOL AND TAG, WHERE APPLIES. NO TAG INDICATES SWITCH IS SINGLE POLE.

3 a

LETTERS OR NUMBER DENOTE SWITCH TYPE. REFER TO LIGHTING SWITCH TYPES SCHEDULE BELOW.

LOWER CASE LETTER DENOTES CONTROL ZONE, WHERE PRESENT

SWITCH SYMBOL

LIGHTING SWITCH SINGLE POLE SYMBOL. WALL MOUNT AT 48" AFF UON.

OS OCCUPANCY SENSOR, WALL MOUNTED AT 7'-0" AFF UON.

VS VACANCY SENSOR, WALL MOUNTED AT 4-0" AFF UON.

OCCUPANCY SENSOR, CEILING MOUNTED.

CEILING OR PENDANT MOUNTED LIGHTING FIXTURE SYMBOLS, FIXTURE TYPE TAG, CIRCUIT NUMBER TAG, CONTROL ZONE TAG, AND MOUNTING HEIGHT (FOR PENDANT MOUNTED FIXTURES ONLY). SYMBOL SHAPE IS INTENDED TO BE A REPRESENTATION OF THE 2D GEOMETRIC SHAPE OF LIGHTING FIXTURE.

A A

A

2 2

2A

2

SYMBOL WITH LEG INDICATES WALL MOUNTED LIGHTING FIXTURE. NUMBER WITH QUOTATION MARKS INDICATES MOUNTING HEIGHT AFF OF LIGHTING FIXTURE.

UPPER CASE LETTER DESIGNATES FIXTURE TYPE A. REFER TO LIGHTING FIXTURE SCHEDULE ON SHEET EL700.

NUMBER DESIGNATES CIRCUIT NUMBER OF 2

aa

aa

LOWER CASE LETTER DESIGNATES CONTROL ZONE a

JJUNCTION BOX, WALL MOUNTED AT 18" AFF UON. PROVIDE CONDUIT, FLEXIBLE CONDUIT, CONNECTORS, FITTINGS, ETC. THAT ARE REQUIRED FOR PROPER CONNECTION.

A

2 a

CIRCUIT LINES, EXPOSED

CIRCUIT LINES, CONCEALED

LETTER DESIGNATES GROUND FAULT CIRCUIT INTERRUPTER

NUMBER DESIGNATES CIRCUIT NUMBER OF 2G

2

EXAMPLE OF POWER DEVICE ON PLAN, DEFINED:

DUPLEX RECEPTACLE SYMBOL

EXAMPLE OF LIGHTING FIXTURE ON PLAN, DEFINED:

LIGHTING FIXTURE SYMBOL

48" NUMBER WITH QUOTATION MARKS DESIGNATES MOUNTING HEIGHT OF 48 INCHES AFF

84" 84"

SPECIAL PURPOSE RECEPTACLES

LIGHTING FIXTURES

LIGHTING DEVICES

OS

VS VACANCY SENSOR, CEILING MOUNTED.

1. REFER TO SHEET G-002 FOR ABBREVIATIONS. REFER TO SHEET G-003 FOR GENERAL SYMBOLOGY.2. PERFORM ALL WORK IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE (NEC VERSION

2014), APPLICABLE NFPA SECTIONS AND ALL OTHER APPLICABLE CODES INCLUDING LOCAL AMENDMENTS.

3. THE DRAWINGS REPRESENT THE DESIGN INTENT. PROVIDE ALL ACCESSORIES AND APPURTENANCES INCLUDING, BUT NOT LIMITED TO, SLEEVES, OPENINGS, SUPPORTS, BOXES, AND PATCHING AS REQUIRED TO EXECUTE THE CONTRACT DOCUMENTS.

4. MOUNTING HEIGHT, UNLESS OTHERWISE NOTED, IS TO CENTER LINE OF EQUIPMENT; EXCEPT MOUNTING HEIGHT OF LIGHTING FIXTURES IS TO BOTTOM OF FIXTURE.

5. MOUNT OUTLET BOXES SO THAT NONE OCCUR BACK TO BACK IN WALLS.6. COORDINATE DEVICE MOUNTING HEIGHTS WITH APPROVED CASEWORK SUBMITTALS,

ARCHITECTURAL ELEVATIONS AND DETAILS, AND WORK OF OTHER TRADES PRIOR TO INSTALLATION.

7. MECHANICAL EQUIPMENT IS SHOWN IN APPROXIMATE LOCATIONS. FOR EXACT LOCATIONS OF MECHANICAL EQUIPMENT AND PIPING, SEE MECHANICAL DRAWINGS.

8. WHERE LIGHT SWITCHES ARE INDICATED TO BE MOUNTED BEHIND DOOR, MOUNT SUCH SWITCHES A MINIMUM OF 3'-9" FROM HINGED SIDE.

9. WHERE MORE THAN ONE SWITCH OCCURS IN HOLLOW METAL FRAME, MOUNT ONE ABOVE THE OTHER WITH TOP SWITCH MOUNTED AT 4'-0".

10. CONDUIT ROUTING IS PROVIDED FOR DESIGN INTENT UNLESS INDICATED OTHERWISE. COORDINATE ROUTE WITH FIELD CONDITIONS AND WORK OF OTHER TRADES. ROUTE CONDUIT WITHIN BUILDING PARALLEL AND PERPENDICULAR TO THE BUILDING LINES.

11. LOCATE ALL RACEWAYS TO AVOID INTERFERENCE WITH DUCTS, PIPES, MECHANICAL EQUIPMENT, WITH REMOVAL OF CEILING TILES, OR WITH ACCESS TO EQUIPMENT WHICH REQUIRES PERIODIC ADJUSTMENT OR MAINTENANCE.

12. COORDINATE THE LOCATION OF CONDUIT ENTRANCES FOR ALL EQUIPMENT WITH APPROVED SUBMITTALS PRIOR TO INSTALLING THE PATHWAYS TO SERVE THE EQUIPMENT.

13. PROVIDE PULL BOXES TO FACILITATE CABLE PULLING AT A MINIMUM OF ONE PULL BOX EVERY 100 FEET OF STRAIGHT CONDUIT AND ONE AFTER TWO 90 DEGREE (OR EQUIVALENT) BENDS).

14. SEAL PENETRATIONS THROUGH FLOORS OR RATED PARTITIONS TO MAINTAIN THE INTEGRITY OF THE FIRE AND ACOUSTIC RATINGS. COORDINATE LOCATIONS OF SMOKE/FIRE PARTITIONS WITH LIFE-SAFETY DRAWINGS.

15. PROVIDE CONDUCTORS AS REQUIRED TO ACCOMPLISH INDICATED CIRCUIT INSTALLATION AND SWITCHING AS INDICATED FOR LIGHTING EVEN THOUGH CONDUCTOR QUANTITIES (HASH MARKS) ARE NOT INDICATED ON CONDUIT SYMBOL OR HOMERUN SYMBOL.

16. COORDINATE THE LOCATION OF ALL WALL OUTLET BOXES FOR RECEPTACLES, SWITCHES, ETC. WITH OTHER TRADES PRIOR TO INSTALLATION.

17. VERIFY THE FINAL CONNECTION REQUIREMENTS FOR ALL EQUIPMENT WITH SUPPLIER AND PROVIDE JUNCTION BOXES, RECEPTACLES OR DISCONNECT SWITCHES AS REQUIRED. MAKE ALL CONNECTIONS AS REQUIRED.

18. ALL RACEWAYS RUNNING ACROSS AN EXPANSION JOINT SHALL BE EQUIPPED WITH EXPANSION FITTINGS. FURNISH APPROVED EXPANSION FITTINGS.

19. FURNISH PULL STRING IN EACH RACEWAY OVER 10'-0" IN LENGTH WHERE PERMANENT WIRE IS NOT INSTALLED. PULL STRING SHALL BE RATED FOR 200LBS.

20. RUN ALL WIRING CONCEALED UNLESS SPECIFIED OTHERWISE.21. OWNER IS RESPONSIBLE FOR INSTALLATION OF TELECOMMUNICATIONS CABLING AND WAP.

CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF RACEWAYS, DEVICE BOXES AND OUTLETS ASSOCIATED WITH TELECOMMUNICATIONS EQUIPMENT AND CABLING. COORDINATE WORK WITH OWNER.

22. OWNER IS RESPONSIBLE FOR INSTALLATION OF SECURITY ACCESS CONTROL SYSTEM HEAD END, DEVICES, AND CABLING. CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF RACEWAYS, DEVICE BOXES AND OUTLETS ASSOCIATED WITH SECURITY ACCESS CONTROL SYSTEM. COORDINATE WORK WITH OWNER.

23. MATCH EXISTING WIRING WHEN EXTENDING EXISTING CIRCUITS.

ELECTRICAL GENERAL NOTES - NEW WORK

GENERAL

ELECTRICAL SHEET KEYNOTE. REFER TO KEYNOTE SCHEDULE ON SHEET WHERE USED.

26.XXX

POWER DEVICES

1. REMOVE INDICATED ELECTRICAL WORK. REMOVE RACEWAYS, WIRING, AND EQUIPMENT WHERE INSTALLED EXPOSED OR WHERE INSTALLED CONCEALED BEHIND ACCESSIBLE CONSTRUCTION. RACEWAYS THAT CANNOT BE REMOVED AS INDICATED ABOVE SHALL BE ABANDONED IN PLACE AND ASSOCIATED WIRING AND DEVICES SHALL BE REMOVED.

2. ASSOCIATED CIRCUITRY SHALL BE DEFINED TO INCLUDE ALL RACEWAYS, CONDUCTORS, BOXES, WIRING DEVICES, PLATES, LAMPS, LUMINAIRES, SWITCHES, STARTERS, ETC. WHICH ARE ASSOCIATED WITH THE ITEM TO BE REMOVED.

3. THE PROTECTIVE DEVICE SHALL REMAIN AS AN INTEGRAL PART OF THE EXISTING PANEL OR SWITCHBOARD.

4. WHERE CONDUIT ASSOCIATED WITH AN ITEM TO BE REMOVED IS IN AN INACCESSIBLE AREA, SUCH AS ENCASED IN CONCRETE, THE INACCESSIBLE CONDUIT ONLY SHALL BE ABANDONED IN PLACE, UNLESS INDICATED TO BE REUSED. ALL CONDUCTORS SHALL BE REMOVED AND CONDUIT SHALL BE CUT OFF FLUSH AND CAPPED. LABEL BOTH ENDS OF CONDUIT.

5. WHERE SUCH INACCESSIBLE CONDUIT ENDS OR MUST BE TERMINATED IN FINISHED SPACE, REMOVE THE CONDUIT OR BOX TO BELOW THE FINISHED SURFACE OF WALL, CEILING OR FLOOR, FILL VOID WITH NON-SHRINKING GROUT AND FINISH TO MATCH SURROUNDING SURFACES.

6. WHERE DEMOLITION OF CONDUITS WOULD CREATE OPENINGS IN THE EXTERIOR WALLS OR ROOF THAT WOULD REQUIRE PATCHING, DEMOLISH UP TO 12" OF WALL OR ROOF AND CAP CONDUIT.

7. WHERE A PORTION OF EQUIPMENT IS IDENTIFIED TO BE REMOVED, REMOVE ONLY THAT PORTION AND MAINTAIN REMAINING EQUIPMENT IN GOOD CONDITION FOR RECONNECTION.

8. WHERE EXTENSION OF AN EXISTING CIRCUIT IS REQUIRED TO MAINTAIN SERVICE, RUN CONDUIT AND WIRE AS INDICATED FROM THE CIRCUIT'S EXISTING LOCATION TO ITS NEW LOCATION.

9. REMOVE EQUIPMENT, DEVICES, AND CIRCUITRY ASSOCIATED WITH WORK OF OTHER TRADES; SEE ARCHITECTURAL/INTERIORS, MECHANICAL, PLUMBING, DRAWINGS FOR DETAILS.

10. WHERE AN ITEM OF EQUIPMENT IS INDICATED TO BE RETAINED, REMOVE AND STORE. INFORM OWNER/ARCHITECT OF ANY DEFECTS AT TIME OF REMOVAL.

11. REMOVE ANY ELECTRICAL ASSOCIATED WITH ABANDONED EQUIPMENT OR SYSTEMS. 12. DEMOLITION WORK SHALL BE COORDINATED WITH THE OWNER OR THE OWNER'S

REPRESENTATIVE AND SHALL NOT INTERFERE WITH ACTIVITIES IN OTHER BUILDING AREAS. DEMOLISHED MATERIALS, UNLESS SPECIFICALLY INDICATED TO REMAIN OR BE TURNED OVER TO THE OWNER, SHALL BE PROMPTLY AND APPROPRIATELY REMOVED DISPOSED OF, PARTICULARLY MATERIALS CONTAINING HAZARDOUS MATERIALS SUCH AS LAMPS CONTAINING MERCURY OR TRANSFORMERS CONTAINING PCB’S. CONTRACTOR SHALL COORDINATE APPROPRIATE STAGING AREA WITH THE OWNER. COORDINATE WITH OWNER FOR OWNER-REMOVAL OF PROPERTY FROM THE PROJECT LOCATION. COORDINATE ANY POWER INTERRUPTIONS THAT AFFECT AREASOUTSIDE THE LIMITS OF WORK WITH OWNER PRIOR A MINIMUM OF TEN WORKING DAYS PRIOR TO WORK.

13. DEMOLITION DRAWINGS AND/OR NOTES ARE BASED ON AS BUILT DRAWINGS AND CASUAL FIELD OBSERVATION AND SCHEMATICALLY INDICATE THE GENERAL SCOPE OF DEMOLITION. THE CONTRACTOR SHALL FIELD-VERIFY EXISTING CONDITIONS BEFORE WORK. FAILURE BY THE CONTRACTOR TO HAVE ACQUAINTED HIM/HERSELF WITH AVAILABLE INFORMATION CONCERNING EXISTING CONDITIONS, INCLUDING EXISTING DRAWINGS, SHALL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITIES OF PERFORMANCE OF WORK IN ACCORDANCE WITH REQUIREMENTS OF THECONTRACT DOCUMENTS.

14. CONTRACTOR SHALL REPAIR DAMAGE TO THE BUILDING AREAS IDENTIFIED TO REMAIN WHICH OCCURS DURING THE COURSE OF THE DEMOLITION. REPAIR TO MATCH SURROUNDING SURFACES.

15. PROVIDE TEMPORARY POWER FOR EQUIPMENT REQUIRED TO REMAIN OPERATIONAL FOR THE PRESERVATION OF THE BUILDING. EXISTING ELECTRICAL WORK ASSOCIATED WITH SUCH EQUIPMENT SHALL REMAIN UNTIL REPLACEMENT EQUIPMENT IS OPERATIONAL.

16. PERFORM DEMOLITION IN PHASES WHERE INDICATED OR REQUIRED. PROVIDE TEMPORARY SERVICES TO AFFECTED SYSTEMS FROM SOURCES OUTSIDE AFFECTED AREA TO MAINTAIN SERVICE WHERE REQUIRED.

17. WHERE TEMPORARY REMOVAL OF WORK IS REQUIRED TO ACCOMMODATE WORK OF THIS OR OTHER TRADES, REMOVE AND STORE ELECTRICAL ITEMS IN THE PATH OF WORK. REINSTALL AND RECONNECT IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND/OR AS DIRECTED AFTER COMPLETION OF THE WORK IN THE AREA. PROVIDE TEMPORARY SERVICES SUCH AS EGRESS LIGHTING AND EXIT SIGNAGE AND ASSOCIATED CIRCUITRY TO AN UNAFFECTED APPROPRIATE POWER SOURCE WHERE THE WORK AREA MUST BE MAINTAINED OPEN FOR EGRESS.

18. WHERE CEILINGS ARE REMOVED TEMPORARILY FOR ABOVE-CEILING WORK, REMOVE/STORE OR TEMPORARILY SUPPORT CEILING-MOUNTED DEVICES/EQUIPMENT IN PLACE. REINSTALL AND RECONNECT IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AND/OR AS DIRECTED AFTER COMPLETION OF THE WORK IN THE AREA.

19. OWNER IS RESPONSIBLE FOR DEMOLITION OF TELECOMUNICATIONS CABLING AND WAP.

ELECTRICAL GENERAL NOTES - DEMOLITION WORK

TECHNOLOGY INFRASTRUCTURE

DATA OUTLET, MH 18" AFF UON WITH 1" EMT CONDUIT TO ABOVE CEILING.

WAP WIRELESS ACCESS POINT, CEILING MOUNTED.

ACCESS REQUEST DOORBELL OUTLET, MH 4'-0"

CAMERA OUTLET CEILING MOUNTED

CARD READER OUTLET, MH 4'-0"

DOOR ACCESS CONTROL OUTLET, WALL MOUNT ABOVE CEILING NEAR DOOR

DOOR LATCH RELEASE OUTLET, MH 4'-0" EXTEND 1" CONDUIT TO DOOR ACCESS CONTROL OUTLET

KEYPAD, MH 4'-0"

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ELECTRICAL LEGEND

E-001


ELECTRICAL SPECIFICATIONS

PART 1 – GENERAL

1.1GENERAL REQUIREMENTSA. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE NATIONAL ELECTRICAL CODE (NEC VERSION 2014), APPLICABLE NFPA SECTIONS

AND ALL OTHER APPLICABLE CODES INCLUDING STATE AND LOCAL AMENDMENTS.B. CONDITIONS OF THE CONTRACT AND THE GENERAL REQUIREMENTS APPLY TO WORK OF THIS SECTION.C. EXAMINE DRAWINGS AND OTHER DISCIPLINE SPECIFICATIONS FOR REQUIREMENTS THAT AFFECT WORK OF THIS SECTION. D. AS USED IN THIS SECTION, "PROVIDE" MEANS "FURNISH AND INSTALL". "FURNISH" MEANS "TO PURCHASE AND DELIVER TO THE PROJECT SITE

COMPLETE WITH EVERY NECESSARY APPURTENANCE AND SUPPORT," AND "INSTALL" MEANS "TO UNLOAD" AT THE DELIVERY POINT AT THE SITE AND PERFORM EVERY OPERATION NECESSARY TO ESTABLISH SECURE MOUNTING AND CORRECT OPERATION AT THE PROPER LOCATION IN THE PROJECT." THE WORD "PROVIDE" IS IMPLIED IN ALL STATEMENTS.

E. PERFORM WORK AND PROVIDE MATERIAL AND EQUIPMENT AS SHOWN ON DRAWINGS AND AS SPECIFIED OR INDICATED IN THE SPECIFICATIONS. COMPLETELY COORDINATE WORK WITH WORK OF OTHER TRADES AND PROVIDE A COMPLETE AND FULLY FUNCTIONAL INSTALLATION. DRAWINGS AND SPECIFICATIONS FORM COMPLIMENTARY REQUIREMENTS; PROVIDE WORK SPECIFIED & NOT SHOWN, AND WORK SHOWN AND NOT SPECIFIED AS THOUGH EXPLICITLY REQUIRED BY BOTH. ALTHOUGH WORK IS NOT SPECIFICALLY SHOWN OR SPECIFIED, PROVIDE SUPPLEMENTARY OR MISCELLANEOUS ITEMS, APPURTENANCES, DEVICES AND MATERIALS OBVIOUSLY NECESSARY FOR A SOUND, SECURE AND COMPLETE INSTALLATION. REMOVE ALL DEBRIS CAUSED BY CONTRACTORS WORK.

F. DRAWINGS ARE DIAGRAMMATIC AND INDICATE GENERAL ARRANGEMENT OF SYSTEMS AND WORK INCLUDED IN CONTRACT. IT IS NOT INTENDED TO SPECIFY OR TO SHOW EVERY OFFSET, FITTING OR COMPONENT; THE PURPOSE OF THE DRAWINGS IS TO INDICATE A SYSTEM’S CONCEPT, THE MAIN COMPONENTS OF THE SYSTEM, & THE APPROXIMATE GEOMETRICAL RELATIONSHIPS. HOWEVER, CONTRACT DOCUMENTS REQUIRE COMPONENTS AND MATERIALS WHETHER OR NOT INDICATED OR SPECIFIED AS NECESSARY TO MAKE INSTALLATION COMPLETE AND OPERATIONAL. BASED ON THE SYSTEM’S CONCEPT, THE MAIN COMPONENTS, AND THE APPROXIMATE GEOMETRICAL RELATIONSHIPS, THE CONTRACTOR SHALL PROVIDE ALL OTHER COMPONENTS AND MATERIALS NECESSARY TO MAKE THE SYSTEM FULLY COMPLETE AND OPERATIONAL.

G. PERFORM WORK STRICTLY AS REQUIRED BY RULES, REGULATIONS, STANDARDS, CODES, ORDINANCES, AND LAWS OF LOCAL, STATE, AND FEDERAL GOVERNMENTS, AND OTHER AUTHORITIES THAT HAVE LAWFUL JURISDICTION.

H. GIVE NOTICES, FILE PLANS, OBTAIN PERMITS AND LICENSES (IF REQUIRED), PAY FEES AND BACKCHARGES AND OBTAIN NECESSARY APPROVALS FROM AUTHORITIES THAT HAVE JURISDICTION.

I. AS WORK PROGRESSES AND FOR DURATION OF CONTRACT, MAINTAIN COMPLETE AND SEPARATE SET OF RECORD PRINTS OF CONTRACT DRAWINGS AT JOB SITE AT ALL TIMES. RECORD WORK COMPLETED AND ALL CHANGES FROM ORIGINAL CONTRACT DRAWINGS CLEARLY AND ACCURATELY INCLUDING WORK INSTALLED AS A MODIFICATION OR ADDITION TO THE ORIGINAL DESIGN. RECORD SET MUST BE COMPLETE AND CURRENT AND AVAILABLE FOR INSPECTION WHEN REQUISITIONS FOR PAYMENT ARE SUBMITTED.

J. ALL MATERIALS SHALL BE NEW AND CURRENT MODEL FOR WHICH REPLACEMENT PARTS ARE READILY AVAILABLE.K. PROVIDE ELECTRICAL CONNECTIONS TO ALL CONTRACTOR-FURNISHED AND OWNER-FURNISHED EQUIPMENT, FULLY COMPATIBLE WITH THE

EQUIPMENT AND IN COMPLIANCE WITH THE MANUFACTURER’S RECOMMENDATIONS.L. SUPPORT EQUIPMENT SECURELY IN ACCORDANCE WITH MANUFACTURE’S RECOMMENDATIONS.M. PROVIDE SHOP DRAWINGS AND COMMUNICATIONS REQUIRED FOR COORDINATION WITH THE ELECTRIC UTILITY.N. WORK SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO, THE FOLLOWING:1. SAFETY SWITCHES2. WIRING DEVICES AND PLATES3. LUMINAIRES INCLUDING LAMPS AND DRIVERS4. LIGHTING CONTROLS5. CONDUIT AND RACEWAYS6. WIRE AND CABLE7. BRANCH CIRCUIT WIRING8. FIRE SEAL (AND) FIRE-PROOF FOAM9. NAMEPLATES, LABELS AND TAGS10. TESTING

1.2CONTRACT DOCUMENTSA. WORK TO BE PERFORMED UNDER THIS SECTION IS SHOWN PRIMARILY ON THE ELECTRICAL DRAWINGS.B. LISTING OF DRAWINGS DOES NOT LIMIT RESPONSIBILITY OF DETERMINING FULL EXTENT OF WORK REQUIRED BY CONTRACT DOCUMENTS.

REFER TO OTHER DRAWINGS AND OTHER SECTIONS THAT INDICATE TYPES OF CONSTRUCTION IN WHICH WORK SHALL BE INSTALLED AND WORK OF OTHER TRADES WITH WHICH WORK OF THIS SECTION MUST BE COORDINATED.

C. EXCEPT WHERE MODIFIED BY A SPECIFIC NOTATION TO THE CONTRARY, IT SHALL BE UNDERSTOOD THAT THE INDICATION AND/OR DESCRIPTION OF ANY ITEM, IN THE DRAWINGS OR SPECIFICATIONS OR BOTH, CARRIES WITH IT THE INSTRUCTION TO FURNISH AND INSTALL THE ITEM, REGARDLESS OF WHETHER OR NOT THIS INSTRUCTION IS EXPLICITLY STATED AS PART OF THE INDICATION OR DESCRIPTION.

D. ITEMS REFERRED TO IN SINGULAR NUMBER IN CONTRACT DOCUMENTS SHALL BE PROVIDED IN QUANTITIES NECESSARY TO COMPLETE WORK.

1.3SITE VISITA. BEFORE SUBMITTING BID, VISIT AND CAREFULLY EXAMINE SITE TO IDENTIFY EXISTING CONDITIONS AND DIFFICULTIES THAT WILL AFFECT WORK

OF THIS SECTION. ADDRESS QUESTIONS REGARDING DRAWINGS TO ARCHITECT/ENGINEER IN WRITING BEFORE AWARD OF CONTRACT. NO EXTRA PAYMENT WILL BE ALLOWED FOR ADDITIONAL WORK CAUSED BY UNFAMILIARITY WITH SITE CONDITIONS THAT ARE VISIBLE OR READILY CONSTRUED BY EXPERIENCED OBSERVER.

1.4CODES, STANDARDS, AUTHORITIES & PERMITSA. PERFORM WORK IN STRICT ACCORDANCE WITH THE RULES, REGULATIONS, STANDARDS, CODES, ORDINANCES, AND LAWS OF LOCAL, STATE,

AND FEDERAL GOVERNMENTS, AND OTHER AUTHORITIES HAVING LEGAL JURISDICTION OVER THE SITE.B. MATERIAL AND EQUIPMENT SHALL BE LISTED BY UNDERWRITERS' LABORATORIES (UL) OR NATIONALLY RECOGNIZED TESTING LAB AS DEFINED

BY OSHA.

1.5WARRANTY AND 24 HOUR SERVICEA. WARANTEE WORK IN WRITING FOR ONE YEAR FROM DATE OF FINAL ACCEPTANCE UNLESS NOTED OTHERWISE. REPAIR OR REPLACE DEFECTIVE

MATERIALS OR INSTALLATION AT NO COST TO OWNER. CORRECT DAMAGE CAUSED IN MAKING NECESSARY REPAIRS AND REPLACEMENTS UNDER WARANTEE AT NO COST TO OWNER.

B. SUBMIT WARRANTY BEFORE FINAL PAYMENT.

1.6SUBMITTALSA. SUBMIT SHOP DRAWINGS AND PRODUCT DATA. CHECK, STAMP AND MARK WITH PROJECT NAME SUBMITTALS BEFORE TRANSMITTING TO

OWNER. INDICATE DEVIATIONS FROM CONTRACT DOCUMENTS. SEE GENERAL REQUIREMENTS FOR ADDITIONAL REQUIREMENTS.B. SCHEDULE AT LEAST TEN WORKING DAYS, EXCLUSIVE OF TRANSMITTAL TIME, FOR SUBMITTAL REVIEW.C. MATERIAL AND EQUIPMENT REQUIRING SHOP DRAWING AND PRODUCT DATA SUBMITTAL SHALL INCLUDE, BUT SHALL NOT BE LIMITED TO:1. SAFETY SWITCHES2. CIRCUIT BREAKERS3. LUMINAIRES INCLUDING LAMPS AND DRIVERS4. LIGHTING CONTROLS5. WIRING DEVICESD. UPON COMPLETION OF THE PROJECT, THE CONTRACTOR SHALL PREPARE AN OPERATION AND MAINTENANCE MANUAL, WHICH SHALL INCLUDE

CATALOG DATA, EQUIPMENT INFORMATION, WIRING DIAGRAMS, WARRANTY INFORMATION, TEST REPORTS, ETC., FOR THE ELECTRICAL INSTALLATION. SUBMIT TWO COPIES TO THE OWNER FOR APPROVAL.

E. UPON COMPLETION OF WORK THE CONTRACTOR SHALL DEMONSTRATE THE INSTALLATION AND MAKE SUCH TESTS AS MAY BE REQUIRED TO SATISFY THE ARCHITECT/ENGINEER AND OWNER THAT WORK IS INSTALLED IN ACCORDANCE WITH DRAWINGS, SPECIFICATIONS AND INSTRUCTIONS.

PART 2 – PRODUCTS

2.1RACEWAYSA. RACEWAYS SHALL BE 3/4” MINIMUM UNLESS INDICATED OTHERWISE, COMPLY WITH APPLICABLE UL AND ANSI STANDARDS APPLICABLE FOR

RACEWAYS USED.B. ELECTRICAL METALLIC TUBING (EMT), ANSI C80.3 GALVANIZED STEEL WITH SET SCREW CONNECTORS.C. FLEXIBLE METAL CONDUIT (FMC), GALVANIZED STEEL, UL1. LIQUID TIGHT FLEXIBLE METAL CONDUIT (LFMC) IN WET LOCATIONS.D. MALLEABLE IRON OR STEEL CONNECTORS AND COUPLINGS WITH INSULATED THROATS; MANUFACTURED ELBOWS; LOCKNUTS; AND PLASTIC OR

BAKELITE BUSHINGS AT TERMINATIONS. COUPLINGS AND CONNECTORS SHALL BE GLAND AND RING COMPRESSION OR STAINLESS STEEL MULTIPLE POINT LOCKING. BUSHINGS FOR RIGID STEEL AND CONNECTORS FOR EMT SHALL HAVE INSULATING INSERTS THAT MEET REQUIREMENTS OF UL 514 FLAME TEST.

2.2OUTLET BOXESA. OUTLETS AND BOXES: COMPLY WITH UL 514A.B. BOXES FOR CONCEALED WORK SHALL BE AT LEAST 4" SQUARE OR OCTAGONAL, GALVANIZED PRESSED STEEL WITH PLASTER RINGS AS

REQUIRED. FOR EXPOSED CONDUIT WORK BOXES SHALL BE CAST ALUMINUM ALLOY WITH CAST ALUMINUM ALLOY COVERS.C. FITTED WITH GALVANIZED STEEL PLASTER COVERS OF REQUIRED DEPTH TO FINISH FLUSH WITH FINISHED WALL OR CEILING.D. SWITCH BOXES, RECEPTACLE BOXES AND OTHER OUTLET BOXES SHALL BE STANDARD 4" SQUARE WITH PLASTER RINGS OR GANG COVER AS

REQUIRED.E. PROVIDE ONLY ENOUGH CONDUIT OPENINGS TO ACCOMMODATE CONDUITS AT INDIVIDUAL LOCATION. EACH BOX SHALL BE LARGE ENOUGH TO

ACCOMMODATE NUMBER AND SIZES OF CONDUITS, WIRES AND SPLICES TO MEET NEC REQUIREMENTS, BUT SHALL BE AT LEAST SIZE SHOWN OR SPECIFIED. NECESSARY VOLUME SHALL BE OBTAINED BY USING BOXES OF PROPER DIMENSIONS.

2.3JUNCTION BOXES & PULL BOXESA. PROVIDE CODE GAUGE GALVANIZED STEEL JUNCTION AND PULL BOXES FOR CONDUIT 1-1/4" TRADE SIZE AND LARGER, WHERE INDICATED AND

AS NECESSARY TO FACILITATE INSTALLATION, OF REQUIRED DIMENSIONS, WITH ACCESSIBLE, REMOVABLE SCREW-ON COVERS. PROVIDE JUNCTION AND PULL BOXES IN SPECIAL SIZES AND SHAPES DETERMINED IN FIELD WHERE NECESSARY.

B. COVERS SHALL BE ACCESSIBLE. MAINTAIN ACCESS FOR CONCEALED JUNCTION BOXES. DO NOT INSTALL JUNCTION BOXES ABOVE CEILING EXCEPT WHERE CEILING IS REMOVABLE OR WHERE ACCESS PANEL IS PROVIDED.

C. SHEET METAL PULL BOXES SHALL BE SUPPORTED ADEQUATELY TO MAINTAIN SHAPE. LARGER BOXES SHALL HAVE STRUCTURAL STEEL BRACING WELDED INTO RIGID ASSEMBLY FORMED ADEQUATELY TO MAINTAIN ALIGNMENT IN SHIPMENT AND INSTALLATION. SECURE COVERS WITH CORROSION-RESISTANT SCREWS OR BOLTS.

2.4 WIRE & CABLE (600 V INSULATION)A. CONDUCTORS, 600 VOLTS AND BELOW TO COMPLY WITH UL 83. GROUNDING CONDUCTORS TO COMPLY WITH ASTM B1 AND ASTM B8.B. PROVIDE SINGLE-CONDUCTOR, ANNEALED COPPER WIRE AND CABLE WITH INSULATION RATED 600V, OF SIZES SPECIFIED AND SCHEDULED ON

DRAWINGS, FOR FEEDERS AND BRANCH SYSTEM WIRING. WIRE INSULATED FOR 300V MAY BE USED WHERE VOLTAGE IS LESS THAN 100V, IF ISOLATED FROM HIGHER VOLTAGES. WIRE SIZES SHOWN AND SPECIFIED ARE AMERICAN WIRE GAUGE FOR COPPER. WIRING SHALL BE THHN.

C. WIRE #10 AND LARGER SHALL BE STRANDED; #12 AND SMALLER SHALL BE SOLID. WIRE AND CABLE SHALL HAVE THWN-THHN OR XHHW INSULATION, 75°C.

D. WIRING WITHIN LUMINAIRES AND OTHER HIGH-TEMPERATURE EQUIPMENT SHALL HAVE 150°C INSULATION AS REQUIRED BY NEC.

E. SPLICES AND TERMINATIONS:1. PRODUCTS TO COMPLY WITH UL 486A AND UL486B.2. MAKE SPLICES IN BRANCH CIRCUIT WIRING WITH UL-LISTED, SOLDERLESS CONNECTORS RATED 600 V, OF SIZES AND TYPES REQUIRED BY

MANUFACTURER'S RECOMMENDATIONS WITH TEMPERATURE RATINGS EQUAL TO THOSE OF WIRES. SPLICE CONNECTORS SHALL BE SCREW-ON. INSULATE SPLICES WITH INTEGRAL COVERS OR WITH PLASTIC OR RUBBER FRICTION TAPE TO PRESERVE CHARACTERISTICS OF WIRE AND CABLE INSULATION.

3. PROVIDE STANDARD BOLT-ON LUGS WITH HEX SCREWS TO ATTACH COPPER WIRE AND CABLE TO PANELBOARDS AND ELECTRICAL EQUIPMENT.4. AMPACITY OF SPLICES AND CONNECTORS SHALL BE EQUAL TO THOSE OF ASSOCIATED WIRES AND CABLES.

2.5COLOR CODINGA. COLOR CODE SECONDARY SERVICE, FEEDERS AND BRANCH CIRCUIT CONDUCTORS AS FOLLOWS: 208Y/120V WHITE (NEUTRAL), BLACK, RED,

BLUE. PROVIDE WITH GREEN GROUNDING CONDUCTOR.B. BRANCH CIRCUIT CONDUCTORS #12 AND #10 SHALL HAVE SOLID COLOR COMPOUND, SOLID COLOR COATING. NEUTRALS AND EQUIPMENT

GROUNDS SHALL HAVE SOLID COMPOUND OR SOLID COLOR COATING (WHITE, GRAY AND GREEN), EXCEPT WHERE COLORED STRIPES ARE REQUIRED. CONDUCTORS #8 AND LARGER WITH STRIPES, BANDS OR HASH MARKS SHALL HAVE BACKGROUND COLOR OTHER THAN WHITE, GREEN AND GRAY.

2.6WIRE PULLING EQUIPMENTA. PROVIDE POLYETHYLENE ROPES FOR PULLING WIRE.B. PROVIDE FISH WIRES FOR EMPTY CONDUIT SYSTEMS REQUIRED, WITHOUT SPLICES AND WITH AMPLE EXPOSED LENGTHS AT EACH END.

2.7GROUNDING AND BONDINGA. PROVIDE PRODUCTS WHICH COMPLY WITH UL 467.

2.8WIRING DEVICES AND LIGHTING CONTROLSA. PROVIDE WIRING DEVICES BY SINGLE MANUFACTURER. DEVICE COLORS SHALL BE AS SPECIFIED HEREIN.B. TOGGLE SWITCHES:1. SPECIFICATION GRADE, COMPLY WITH UL 20.2. SINGLE-POLE, 20A, 120-277 VAC.3. THREE-WAY, 20A, 120-277 VAC.C. RECEPTACLES:1. SPECIFICATION GRADE, COMPLY WITH NEMA WD 1 AND UL 498.2. DUPLEX, 125 V, 20 A, 2-POLE, 3 W, GROUNDING.3. HEAVY DUTY RECEPTACLES SHALL BE SIZED AS REQUIRED FOR INTENDED SERVICE.D. ALL LIGHTING CONTROLS SHALL BE PROVIDED BY THE SAME MANUFACTURER AND SHALL BE COMPATIBLE WITH THE LUMINAIRES PROVIDED.

COORDINATE WITH THE LIGHTING CONTROLS MANUFACTURER TO PROVIDE A COMPLETE AND FUNCTIONING SYSTEM INCLUDING, BUT NOT LIMITED TO, POWER PACKS, INTERCONNCTING CIRCUITRY, AND ACCESSORIES.

2.9 WIRING DEVICE PLATESA. ONE PIECE, SCREW FASTENED, COMPLY WITH UL 514A.B. PROVIDE STANDARD SMOOTH NYLON DEVICE WALL PLATES. C. NAMEPLATE DESIGNATIONS FOR DEVICE PLATES SHALL BE AFFIXED DIRECTLY ON PLATES.D. DEVICE PLATES SHALL BE COMPATIBLE WITH THE MANUFACTURER OF WIRING DEVICES.E. OUTLETS SHALL BE FLUSH TO SURFACE.

2.10 LUMINAIRESA. INSTALL LUMINAIRES, EQUIPMENT AND COMPONENTS WHERE SHOWN ON DRAWINGS, AS LISTED IN FIXTURE SCHEDULES AND AS SPECIFIED,

WIRED AND ASSEMBLED. PROVIDE APPROVED ALIGNER CANOPIES, HANGERS AND OTHER APPURTENANCES AS REQUIRED.B. LED AND LOW VOLTAGE FIXTURES SHALL BE SUPPLIED AS A SINGLE SYSTEM. ALL CONTROL GEAR (POWER SUPPLIES, TRANSFORMERS, DIMMING

INTERFACES, LED DRIVERS, ETC.) REQUIRED FOR NORMAL OPERATION OF LED LUMINAIRES SHALL BE SUPPLIED. C. ALL LED FIXTURES REPRESENT THE MOST CURRENT VERSION AVAILABLE FROM THE SPECIFIED MANUFACTURER AT TIME OF SPECIFICATION.

DUE TO THE INEVITABLE DELAY BETWEEN 100% CD SPECIFICATION AND FIXTURE SUBMITTAL BY CONTRACTOR AND INEVITABLE IMPROVEMENTS IN LED TECHNOLOGY, UPDATES TO THE LED FIXTURES ARE ANTICIPATED. AT TIME OF FIXTURE SUBMITTAL, CONTRACTOR MUST SUBMIT THE MOST CURRENT, UP TO DATE FIXTURE EQUIVALENT OF THE SPECIFIED FIXTURE FROM THE MANUFACTURER.

D. LED DRIVERS SHALL HAVE A 10-YEAR MINIMUM WARRANTY, 10%-100% DIMMING USING 0-10V LOW VOLTAGE SIGNAL.E. PROVIDE STAND ALONE MOTION/AMBIENT PASSIVE INFRARED (PIR) SENSOR/LIGHTING CONTROLLER SUITABLE FOR MOUNTING HEIGHT

INTEGRATED INTO THE LUMINAIRE. SENSOR PROVIDES BOTH MOTION AND DAYLIGHT BASED DIMMING OF THE LUMINAIRE. THE PIR SENSOR SHALL BE TUNED FOR WALKING SIZE MOTION. THE PHOTOCELL DIMS THE FIXTURE DURING DAYTIME PERIODS WHERE THERE IS SUFFICIENT DAYLIGHT.

F. WHERE LUMINAIRE IS INDICATED TO BE POWERED VIA A LIGHTING INVERTER FOR EMERGENCY SERVICE, PROVIDE UL 924 LISTED SENSOR CONTROLLER DESIGNED FOR FULL LIGHT OUTPUT FOR 90 MINUTES FOLLOWING POWER LOSS.

2.11 CIRCUIT BREAKERSA. PROVIDE PRODUCTS TO COMPLY WITH UL 489.B. PROTECTIVE DEVICES SHALL BE MOLDED CASE CIRCUIT BREAKERS PROVIDING COMPLETE CIRCUIT OVERCURRENT PROTECTION BY HAVING

INVERSE TIME AND INSTANTANEOUS TRIPPING CHARACTERISTICS.C. CIRCUIT BREAKERS SHALL BE OPERATED BY A TOGGLE-TYPE HANDLE AND SHALL HAVE A QUICK-MAKE, QUICK-BREAK OVER-CENTER SWITCHING

MECHANISM THAT IS MECHANICALLY TRIP FREE.D. AUTOMATIC TRIPPING OF THE BREAKER SHALL BE CLEARLY INDICATED BY THE HANDLE POSITION.E. PROVIDE COMMON TRIP HANDLE, SCREW-IN TYPE BREAKER. PLUG-IN STYLE BREAKERS SHALL NOT BE PROVIDED.F. PROVIDE WITH ENCLOSURE WHERE INDICATED.G. CIRCUIT BREAKERS SHALL MEET OR EXCEED THE FAULT CURRENT BRACING OF THE PANEL IN WHICH THEY ARE INSTALLED.

PART 3 – EXECUTION

3.1MATERIALS & WORKMANSHIPA. WORK SHALL BE EXECUTED IN WORKMANLIKE MANNER AND SHALL PRESENT NEAT, RECTILINEAR AND MECHANICAL APPEARANCE WHEN

COMPLETED. MAINTAIN MAXIMUM HEADROOM AT ALL TIMES. DO NOT RUN PIPES AND DUCTS EXPOSED UNLESS SHOWN EXPOSED ON DRAWINGS. MATERIAL AND EQUIPMENT SHALL BE NEW AND INSTALLED ACCORDING TO MANUFACTURER'S RECOMMENDED BEST PRACTICE SO THAT COMPLETED INSTALLATION SHALL OPERATE SAFELY AND EFFICIENTLY.

3.2CONTINUITY OF SERVICESA. DO NOT INTERRUPT EXISTING SERVICES WITHOUT OWNER'S APPROVAL.

3.3TESTING, INSPECTION, & CLEANINGA. TEST WIRING AND CONNECTIONS FOR CONTINUITY AND GROUNDS BEFORE FIXTURES ARE CONNECTED; DEMONSTRATE INSULATION

RESISTANCE BY MEGGER TEST AS REQUIRED. INSULATION RESISTANCE BETWEEN CONDUCTORS AND GROUNDS FOR SECONDARY DISTRIBUTIONS SYSTEMS SHALL MEET NEC REQUIREMENTS.

B. TEST LUMINAIRES WITH SPECIFIED LAMPS IN PLACE FOR 10 HOURS; CHECK LUMINAIRES IN SECTIONS. DO NOT OPERATE LAMPS OTHER THAN FOR TESTING BEFORE FINAL INSPECTION BY ARCHITECT. REPLACE LAMPS/DRIVERS THAT FAIL WITHIN 90 DAYS AFTER ACCEPTANCE WITHIN CONTRACT PRICE.

C. DEMONSTRATE THE LIGHTING CONTROLS AND POWER DISTRIBUTION EQUIPMENT PRIOR TO DATE OF FINAL ACCEPTANCE. DOCUMENT SUCCESSFUL DEMONSTRATION.

D. FAILURE OR DEFECTS IN WORKMANSHIP OR MATERIALS REVEALED BY TESTS OR INSPECTION SHALL BE CORRECTED PROMPTLY AND RETESTED. REPLACE DEFECTIVE MATERIAL.

E. CLEAN PANELS AND OTHER EQUIPMENT. PANELBOARD INTERIORS SHALL BE CLEANED AND VACUUMED. EQUIPMENT WITH DAMAGE TO PAINTED FINISH SHALL BE REPAIRED TO ARCHITECT'S REQUIRMENTS AND APPROVAL.

F. AFTER COMPLETION OF PROJECT, CLEAN THE EXTERIOR SURFACE OF EQUIPMENT INCLUDED IN THIS SECTION, INCLUDING CONCRETE RESIDUE.

3.4NAMEPLATES A. PROVIDE NAMEPLATES ON PANELBOARDS, JUNCTION BOXES AND CABINETS, AND FOR SPECIAL PURPOSE SWITCHES OR OTHER CONTROLS

FURNISHED OR INSTALLED UNDER THIS SECTION. NAMEPLATES SHALL DESIGNATE EQUIPMENT CONTROLLED AND FUNCTION.B. NAMEPLATES SHALL BE LAMINATED BLACK BAKELITE WITH 1/4" HIGH WHITE RECESSED LETTERS. NAMEPLATES SHALL BE SECURELY ATTACHED

TO THE EQUIPMENT WITH GALVANIZED SCREWS. ADHESIVES OR CEMENTS SHALL NOT BE USED.

3.5WIRING METHODSA. INSTALL WIRE AND CABLE IN APPROVED RACEWAYS AS SPECIFIED AND AS APPROVED BY AUTHORITIES THAT HAVE JURISDICTION. SURFACE

METAL RACEWAYS SHALL NOT BE USED. DO NOT USE ARMORED CABLE.B. WIRE FROM POINT OF SERVICE CONNECTION TO RECEPTACLES, LUMINAIRES, DEVICES, EQUIPMENT, OUTLETS FOR FUTURE EXTENSION, AND

OTHER ELECTRICAL APPARATUS AS SHOWN ON DRAWINGS. PROVIDE SLACK WIRE FOR CONNECTIONS. TAPE ENDS OF WIRES AND PROVIDE BLANK COVERS FOR OUTLET BOXES DESIGNATED FOR FUTURE USE.

C. FOLLOW HOMERUN CIRCUIT NUMBERS SHOWN ON DRAWINGS TO CONNECT CIRCUITS TO PANELBOARDS. D. FEEDER AND BRANCH CIRCUIT CONDUCTORS SHALL BE ADEQUATELY SIZED TO ACCOMMODATE VOLTAGE DROP.E. ELECTRICAL METALLIC TUBING MAY BE USED FOR INTERIOR WORK ABOVE TEN FEET ABOVE FINISHED FLOOR. CONDUITS FROM SLAB UP TO TEN

FEET SHALL BE RIGID GALVANIZED STEEL. EXTERIOR CONDUITS BURIED IN THE GROUND SHALL BE PVC. EXTERIOR EXPOSED CONDUIT SHALL BERGS WITH WEATHER TIGHT FITTINGS.

F. INSTALL CONNECTORS AND COUPLINGS AS RECOMMENDED BY MANUFACTURERS. COMPRESSION FITTINGS SHALL NOT BE USED WITH RGS.G. PROVIDE FLEXIBLE CONDUITS FOR CONNECTIONS TO ELECTRICAL EQUIPMENT AND TO EQUIPMENT FURNISHED BY OTHER TRADES THAT ARE

SUBJECT TO MOVEMENT, VIBRATION OR MISALIGNMENT; WHERE AVAILABLE SPACE DICTATES; AND WHERE NOISE TRANSMISSION MUST BE ELIMINATED OR REDUCED. FLEXIBLE CONDUIT SHALL BE LIQUID-TIGHT UNDER FOLLOWING CONDITIONS:

H. MOISTURE OR HUMIDITY-LADEN ATMOSPHERESI. CORROSIVE ATMOSPHERESJ. WHERE WASH-DOWN OPERATIONS ARE POSSIBLEK. WHERE SEEPAGE OR DRIPPING OF OIL, GREASE, OR WATER IS POSSIBLEL. RUN CONDUIT PARALLEL AND PERPENDICULAR TO BUILDING LINES. PROVIDE JUNCTION BOXES PER NEC AND UTILIZE LONG RADIUS BENDS AS

MUCH AS PRACTICAL. CONDUIT ENDS SHALL BE FREE FROM DENTS OR FLATTENING. ROUTE CONDUITS SO THAT THEY FOLLOW CORRIDORS AND PATHWAYS, AND LIMIT ROUTING OVER FACILITY EQUIPMENT SUCH AS CONVEYOR BELTS AS MUCH AS PRACTICAL TO REDUCE INTERRUPTION OF FACILITY OPERATIONS. COORDINATE WORK WITH OWNER.

M. CONDUIT AND EMT RUNS SHALL BE MECHANICALLY AND ELECTRICALLY CONTINUOUS FROM SERVICE ENTRANCE TO OUTLETS. CONDUIT SHALL ENTER AND BE SECURED TO CABINET, JUNCTION BOX, PULL BOX OR OUTLET BOX WITH LOCKNUT OUTSIDE AND BUSHING INSIDE, OR WITH LIQUID-TIGHT, THREADED, SELF-LOCKING, COLD-WELD WEDGE ADAPTER. PROVIDE ADDITIONAL WRENCH-TIGHTEN LOCKNUT FOR EMT OR FLEXIBLE CONDUIT WHERE CIRCUIT VOLTAGE EXCEEDS 250 V. LOCKNUTS AND BUSHINGS OR SELF-LOCKING ADAPTERS WILL NOT BE REQUIRED WHERE CONDUITS ARE SCREWED INTO TAPPED CONNECTIONS. VERTICAL CONDUIT RUNS THAT TERMINATE IN BOTTOMS OF WALL BOXES OR CABINETS SHALL BE PROTECTED FROM ENTRANCE OF FOREIGN MATERIAL BEFORE INSTALLATION OF CONDUCTORS.

N. SIZE CONDUIT AND FLEXIBLE METALLIC CONDUIT AS REQUIRED BY NEC EXCEPT AS SPECIFIED OR SHOWN ON DRAWINGS OTHERWISE.O. CHECK RACEWAY SIZES TO DETERMINE THAT GREEN EQUIPMENT GROUND CONDUCTOR FITS IN SAME RACEWAY WITH PHASE AND NEUTRAL

CONDUCTORS TO MEET NEC PERCENTAGE OF FILL REQUIREMENTS. INCREASE DUCT, CONDUIT, TUBING AND RACEWAY SIZES SHOWN OR SPECIFIED AS REQUIRED TO ACCOMMODATE CONDUCTORS.

P. INSTALL CONDUIT AND EMT CONCEALED ABOVE ACCESSIBLE CEILINGS AND IN NEW WALLS. CONDUIT MAY BE RUN EXPOSED ON EXISTING WALLS, EXPOSED CEILINGS AND IN UNFINISHED SPACES. PROVIDE STAND-OFF CLIPS FOR CONDUITS ON EXTERIOR MASONRY WALLS.

Q. INSTALL CONDUIT SYSTEMS COMPLETE BEFORE INSTALLING CONDUCTORS. BLOW THROUGH AND SWAB AFTER PLASTER IS FINISHED AND DRY, BEFORE CONDUCTORS ARE INSTALLED.

R. ATTACH PULL ROPES TO CONDUCTORS WITH BASKET-WEAVE GRIPS ON PULLING EYES. PULL CABLES THAT SHARE CONDUIT AT SAME TIME.S. PROVIDE INSERTS, HANGERS, ANCHORS AND STEEL SUPPORTS AS NECESSARY.

3.6INSTALLATION OF LUMINAIRESA. VERIFY CEILING CONSTRUCTIONS, AND PROVIDE LUMINAIRES, DRIVERS, PENDANTS, AND OTHER ACCESSORIES SUITABLE FOR CONSTRUCTION

ENCOUNTERED.B. COORDINATE INSTALLATION OF LUMINAIRES WITH INSTALLATION OF CEILING MATERIALS AND SUSPENSION SYSTEMS.C. COORDINATE THE INSTALLATION OF THE LUMINAIRES WITH OTHER TRADES TO AVOID DAMAGE TO LUMINAIRES AND MAINTAIN MAINTENANCE TO

LUMINAIRES.D. INVESTIGATE LUMINAIRE LOCATIONS AND SUPPORTS TO ENSURE THAT NO INTERFERENCE EXISTS WITH HANGERS, SPRINKLERS, PIPES, AND

OTHER EQUIPMENT PROVIDED BY OTHER TRADES.E. SUPPORT LUMINAIRES FROM STRUCTURAL MEMBERS ONLY.F. PATCH SPRAY-ON FIREPROOFING DAMAGED DURING INSTALLATION.G. MOUNTING HEIGHT OF SUSPENDED OR WALL-MOUNTED LUMINAIRES AS INDICATED ON DRAWINGS.H. COORDINATE FINAL LIGHTING CONTROL PROGRAMMING REQUIREMENTS, INCLUDING TIME OF DAY SETTINGS WITH OWNER.

3.7GROUNDINGA. PROVIDE JUMPERS OR BONDING CONDUCTORS WHERE RACEWAY IS ELECTRICALLY DISCONTINUOUS. PROVIDE COPPER GROUND CONDUCTOR

MINIMUM #12 AWG IN ALL CIRCUITS AND FEEDERS. EACH BRANCH CIRCUIT OR MULTI-WIRE CIRCUIT TO HAVE SEPARATE GROUND CONDUCTOR.

3.8VOLTAGE CHECKa. AT COMPLETION OF JOB, CHECK VOLTAGE AT SEVERAL POINTS OF UTILIZATION ON THE SYSTEM WHICH HAS BEEN INSTALLED UNDER THIS

CONTRACT. DURING THE TEST, ENERGIZE ALL LOADS INSTALLED. COORDINATE ADJUSTMENT OF TRANSFORMER TAPS TO MEET VOLTAGE DROP REQUIREMENTS PER NEC AND BRANCH CIRCUIT SCHEDULE.

3.9PANELBOARDSA. REVISE ALL EXISTING AND PANELBOARD DIRECTORIES WITH NEW TYPE WRITTEN INDEX REFLECTING THE AS-BUILT DISPOSITION. PLACE

DIRECTORY IN CLEAR PLASTIC SLEEVE AND POSITIVELY ATTACH TO THE INSIDE OF THE PANELBOARD DOOR.B. PROVIDE TERMINAL STRIPS IN EXISTING PANELS TO ACCOMMODATE THE INCREASE IN NEUTRAL AND GROUND WIRES.C. PROVIDE NEW CIRCUIT BREAKERS OF TYPE AND SHORT CIRCUIT RATING TO MATCH EXISTING WHERE REQUIRED TO SUPPLEMENT EXISTING

QUANTITY.

3.10 FIREPROOFINGA. MAINTAIN THE INTEGRITY OF FIRE, SMOKE, AND VAPOR BARRIERS. COMPLY WITH IBC 7.11.

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SPECIFICATIONS

E-002


EXISTING PANEL LTC

B

C

26.001

26.002

Office

105

Mechanical

121

Kitchen

131

Office

106

Office

107

Storage

108

26.011

CR

B

CORRIDOR

B001

CORRIDOR

B002

DA

R

26.017

26.017

26.017

26.013

KEY PLAN

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COURTHOUSE PARTIALBASEMENT POWER PLAN

EP100

TN

1/4" = 1'-0"EP100

1

COURTHOUSE PARTIAL BASEMENT POWERPLAN


SHEET KEYNOTES:

26.001 SEE SHEET AS100 FOR DEMOLITION OF THIS WALL. DEMOLISHELECTRICAL WORK ASSOCIATED WITH THIS WALL. RETAIN LIGHTSWITCH FOR REUSE. PULL BACK AND PROTECT EXISTINGCIRCUITRY AND UTILIZE FOR RECONNECTING LIGHT SWITCH ANDRECEPTACLE. CIRCUIT RECEPTACLE TO EXISTING RECEPTACLECIRCUIT IN ROOM.

26.002 REINSTALL ROOM LIGHT SWITCH AND CONNECT TO EXISTINGCIRCUIT CONTROL.

26.011 ADD NEW 2'X2' LED LIGHTING FIXTURE TYPE B. CIRCUIT TOEXISTING CIRCUIT AND CONTROL FROM CORRIDOR B102LIGHTING.

26.013 LIGHTING FIXTURES SHOWN ARE PROVIDED TO INDICATE A BASISOR DESIGN AND ARE NOT INTENDED TO LIMIT COMPETITION.CONTRACTOR SHALL PROVIDE FIXTURES TO MEET THEAESTHETIC AND OPERATIONAL INTENT OF THE BASIS OF DESIGNFIXTURES.

26.017 REMOVE, STORE, AND REINSTALL LIGHTING IN THIS SPACE INCOORDINATION WITH THE WORK ASSOCIATED WITH THEINSTALLATION OF THE NEW WALLS, BULKHEAD, DOOR, OR WORKABOVE CEILING BY OTHERS. REALIGN LIGHTING FIXTURES WITHGRID DURING REINSTALLATION AS REQUIRED.

A LED 2'X4' RECESSED LED FIXTURE 7442 120V 59W RECESSED

B LED 2'X2' RECESSED LED FIXTURE 3000 120V 56.8W RECESSED

C LED 2' WALL MOUNTED LED FIXTURE 1373 120V 9.5W WALL

D LED 4' WALL MOUNTED LED FIXTURE 2671 120V 33.3W WALL

TYPE LAMPS DESCRIPTION LUMENS VOLTAGE WATTAGE MOUNTINGBASIS OF DESIGN

MANUFACTURER

BASIS OF DESIGN

SERIESREMARKS

LIGHTING FIXTURE SCHEDULE

LITHONIA LIGHTING

LITHONIA LIGHTING

LITHONIA LIGHTING

LITHONIA LIGHTING

VT SERIES - 2VTS4

VT SERIES - 2VTS2

VT SERIES - FMVTSL

VT SERIES - FMVTSL

COLOR TEMP: 3500K, 80CRI




E EXISTING 2'X4' RECESSED FIXTURE EXISTING EXISTING EXISTING RECESSED EXISTING EXISTING


A. REFER TO SHEET E-001 FOR ELECTRICAL LEGEND AND GENERAL NOTES.

B. SEE ARCHITECTURAL DEMOLITION PLANS FOR DEMOLITION IN THIS AREA, AND SEE E-001 FOR GENERAL NOTES -DEMOLITION WORK FOR ELECTRICAL DEMOLITION NOTES.

C. CABLING FOR DATA OUTLETS AND CAMERAS AND SECURITY DEVICES TO BE PROVIDED BY OTHERS.

D. SURFACE MOUNT DEVICES INDICATED ON EXISTING WALLS AND EXTEND CONDUIT ABOVE ACCESSIBLE CEILING.

EXISTING PANEL L1A

CENTERVAULT-1

112-1

NORTHVAULT-1

111-1

DISTRICTCOURTROOM-1

104-1

ENTRYHALL-1

102-1

SOUTHVAULT-1

B011-1

STOREROOM

114

STAIR

B012OFFICE-1

115-1

CLERKSOFFICE-1

103-1

VESTIBULE

101

DISTRICTCOURT

OFFICE-1

105-1

DISTRICTCOURT

OFFICE-1

105-1

OFFICE

B009

OFFICE

B007

26.004

BC CR

DA R

R

26.016

26.00726.018

26.018

26.017

R R

R R

KEY PLAN

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COURTHOUSE GROUNDFLOOR POWER PLAN

EP101

TN


1/4" = 1'-0"EP101

1 COURTHOUSE GROUND FLOOR POWER PLAN

SHEET KEYNOTES:

26.004 SEE ELEVATION 2 ON SHEET A-411. MOUNT OUTLETS ABOVECOUNTER. CIRCUIT RECEPTACLE TO NEAREST AVAILABLEEXISTING RECEPTACLE CIRCUIT IN ROOM.

26.007 CIRCUIT RECEPTACLE TO EXISTING RECEPTACLE CIRCUIT INROOM.

26.016 PROTECT EXISTING LIGHTING DURING DEMOLITION OF CEILINGFOR BULKHEAD INSTALLATION. ADJUST EXISTING LIGHTINGFIXTURES TO COORDINATE WITH BULKHEAD.

26.017 REMOVE, STORE, AND REINSTALL LIGHTING IN THIS SPACE INCOORDINATION WITH THE WORK ASSOCIATED WITH THEINSTALLATION OF THE NEW WALLS, BULKHEAD, DOOR, ORWORK ABOVE CEILING BY OTHERS. REALIGN LIGHTINGFIXTURES WITH GRID DURING REINSTALLATION AS REQUIRED.

26.018 SEE SHEET AD101 FOR DEMOLITION OF THIS WALL SECTION.DEMOLISH ELECTRICAL WORK ASSOCIATED WITH WALLSECTION. PROTECT AND/OR EXTEND EXISTING CIRCUITRY TOMAINTAIN SERVICE TO DEVICES THAT REMAIN IN SERVICE.






EXISTING PANELL2B

26.006

26.00626.007

26.007

26.008

26.008

26.012

26.013

26.012

26.012

A

A

A

A

A

C

D

A

A

A

A

A

A

A

B

CRDA

R

C

R

R

26.012

26.012

26.01226.012

26.008

26.012

26.012

26.012

26.012

26.012

26.012

26.013

26.017

26.017

26.017

26.017

26.017

26.017

26.017

26.017

26.017

26.017

26.017

26.017

26.019

26.019

26.019

26.019

26.019

26.019

26.019

26.019

KEY PLAN

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ments

must

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ined f

rom

the s

tate

d d

imensio

ns.

PN

www.aecom.com

4' 2' 0 4' 8'

1/4"=1'-0"

1 2 3 4 5

D

C

B

A

GRAPHIC SCALES

6 7

E

F

PROJECT

CLIENT

CONSULTANT

REGISTRATION



ISSUE/REVISION

SHEET NUMBER

SHEET TITLE

PROJECT NUMBER

File

nam

e:


AECOM

60637726



BIM

360://B

P-A

ME

R (

US

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60

6377

26-A

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COURTHOUSE SECONDFLOOR POWER PLAN

EP102

TN


1/4" = 1'-0"EP102

1 COURTHOUSE SECOND FLOOR POWER PLAN

SHEET KEYNOTES:

26.006 REINSTALL ROOM LIGHT SWITCH AND CONNECT TO EXISTINGCIRCUITRY.

26.007 CIRCUIT RECEPTACLE TO EXISTING RECEPTACLE CIRCUIT INROOM.

26.008 CIRCUIT RECEPTACLES TO SPARE 20A BREAKER IN EXISTINGPANEL L2B.

26.012 ADD NEW LED LIGHTING FIXTURE AND CIRCUIT TO EXISTINGCIRCUIT AND TO INDICATED OR EXISTING CONTROL IN THISAREA.

26.013 LIGHTING FIXTURES SHOWN ARE PROVIDED TO INDICATE ABASIS OR DESIGN AND ARE NOT INTENDED TO LIMITCOMPETITION. CONTRACTOR SHALL PROVIDE FIXTURES TOMEET THE AESTHETIC AND OPERATIONAL INTENT OF THEBASIS OF DESIGN FIXTURES.

26.017 REMOVE, STORE, AND REINSTALL LIGHTING IN THIS SPACE INCOORDINATION WITH THE WORK ASSOCIATED WITH THEINSTALLATION OF THE NEW WALLS, BULKHEAD, DOOR, ORWORK ABOVE CEILING BY OTHERS. REALIGN LIGHTINGFIXTURES WITH GRID DURING REINSTALLATION ASREQUIRED.

26.019 SEE SHEET AD102 FOR DEMOLITION OF THIS WALL OR WALLSECTION. DEMOLISH ELECTRICAL WORK ASSOCIATED WITHWALL SECTION. RETAIN LIGHT SWITCHES FOR REUSE.PROTECT AND/OR EXTEND EXISTING CIRCUITRY TO MAINTAINSERVICE TO DEVICES THAT REMAIN IN SERVICE.






MANUFACTURER

BASIS OF DESIGN

SERIESREMARKS


LITHONIA LIGHTING

LITHONIA LIGHTING

LITHONIA LIGHTING

LITHONIA LIGHTING

VT SERIES - 2VTS4

VT SERIES - 2VTS2

VT SERIES - FMVTSL

VT SERIES - FMVTSL







A. REFER TO SHEET E-001 FOR ELECTRICAL LEGEND ANDGENERAL NOTES.

B. SEE ARCHITECTURAL DEMOLITION PLANS FOR DEMOLITIONIN THIS AREA, AND SEE E-001 FOR GENERAL NOTES -DEMOLITION WORK FOR ELECTRICAL DEMOLITION NOTES.



OFFICE

P104

OFFICE

P102

OFFICE

P106

LOBBY

P101

MEETINGROOM

P103

MAIL ROOM

142

CONFERENCEROOM

149

COPY ROOM

P105

OFFICE

141

26.009

26.009

26.009

26.009

26.005

26.005

26.015

26.014

26.017

26.017

26.017

26.017

26.017

26.017

26.020

26.020

26.020

26.020

26.020

26.013

C

C

C

C

TREASURYOFFICE

T102

OFFICE

123

OFFICE

124

LOBBY

T101

26.010

TYP

KP

26.017

PN

KEY PLAN

P

T

This

dra

win

g h

as b

een p

repare

d f

or

the u

se o

f A

EC

OM

’s c

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It

may n

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be u

sed,

modifie

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repro

duced o

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lied u

pon b

y t

hird p

art

ies,

except

as a

gre

ed b

y A

EC

OM

or

as r

eq

uired b

y law

. A

EC

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accepts

no r

esponsib

ility

, and d

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s a

ny lia

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oever,

to a

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hat

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his

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ithout

AE

CO

M’s

expre

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onsent.

Do n

ot

scale

this

docum

ent.

All

measure

ments

must

be o

bta

ined f

rom

the s

tate

d d

imensio

ns.

www.aecom.com

4' 2' 0 4' 8'

1/4"=1'-0"

1 2 3 4 5

D

C

B

A

GRAPHIC SCALES

6 7

E

F

PROJECT

CLIENT

CONSULTANT

REGISTRATION



ISSUE/REVISION

SHEET NUMBER

SHEET TITLE

PROJECT NUMBER

File

nam

e:


AECOM

60637726



BIM

360://B

P-A

ME

R (

US

A)

60

6377

26-A

lleg

any C

ou

nty

CO

VID

-19 S

IR/6

0637

726_

Alle

gha

ny-C

OV

ID-S

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_V

19.r

vt

COUNTY BUILDING POWERPLANS

EP103

TN


1/4" = 1'-0"EP103

1 COUNTY BUILDING POWER PLAN - AREA P

1/4" = 1'-0"EP103

2 COUNTY BUILDING POWER PLAN - AREA T

SHEET KEYNOTES:

26.005 REMOVE, STORE, AND RELOCATE EXISTING AREA LIGHTFIXTURES AS INDICATED. USE EXISTING LIGHTING CIRCUITAND CONNECT LIGHT SWITCH TO CONTROL LIGHTFIXTURES IN ROOM. USE EXISTING LIGHT SWITCH IN ROOMP101.

26.009 CIRCUIT RECEPTACLE TO EXISTING RECEPTACLE CIRCUITIN ROOM.

26.010 RELOCATE THE 4 EXISTING SECURITY CAMERAS IN THISAREA TO COORDINATE WITH THE NEW BULKHEAD ABOVETHE COUNTER. INSTALL CAMERAS IN BULKHEAD TO VIEWCUSTOMERS AND STAFF.

26.013 LIGHTING FIXTURES SHOWN ARE PROVIDED TO INDICATE ABASIS OR DESIGN AND ARE NOT INTENDED TO LIMITCOMPETITION. CONTRACTOR SHALL PROVIDE FIXTURESTO MEET THE AESTHETIC AND OPERATIONAL INTENT OFTHE BASIS OF DESIGN FIXTURES.

26.014 EXISTING LIGHT FIXTURE TO REMAIN IN OFFICE P106.ADJUST EXISTING LIGHTING CIRCUIT WIRING TO SWITCHONLY LIGHT FIXTURES IN THIS ROOM.

26.015 RELOCATE EXISTING LIGHT FIXTURES FROM ROOM P106AND USE EXISTING LIGHTING CIRCUIT FOR THIS AREA.CONNECT LIGHT SWITCH TO CONTROL THIS ROOMS LIGHTFIXTURES.

26.017 REMOVE, STORE, AND REINSTALL LIGHTING IN THIS SPACEIN COORDINATION WITH THE WORK ASSOCIATED WITH THEINSTALLATION OF THE NEW WALLS, BULKHEAD, DOOR, ORWORK ABOVE CEILING BY OTHERS. REALIGN LIGHTINGFIXTURES WITH GRID DURING REINSTALLATION ASREQUIRED.

26.020 SEE SHEET AD103 FOR DEMOLITION OF THIS WALL ORWALL SECTION. DEMOLISH ELECTRICAL WORKASSOCIATED WITH WALL SECTION. RETAIN LIGHTSWITCHES FOR REUSE. PROTECT AND/OR EXTENDEXISTING CIRCUITRY TO MAINTAIN SERVICE TO DEVICESTHAT REMAIN IN SERVICE.






MANUFACTURER

BASIS OF DESIGN

SERIESREMARKS


LITHONIA LIGHTING

LITHONIA LIGHTING

LITHONIA LIGHTING

LITHONIA LIGHTING

VT SERIES - 2VTS4

VT SERIES - 2VTS2

VT SERIES - FMVTSL

VT SERIES - FMVTSL






E E

E

E

E E

E E

E E






100% construction drawings submittal · 2020. 11. 4. · unif uniform uno unless noted otherwise...

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