construction documents review set · construction documents review set 5/08/2017 501 south 14th...
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STATE OF NEBRASKA 501 BUILDING RENOVATION
CONSTRUCTION DOCUMENTS REVIEW SET
5/08/2017
501 SOUTH 14TH STREETLINCOLN, NEBRASKA 68510
PRINT SHOP BUILDOUT & STRUCTURAL DEFICIENCY RENOVATION
INDEX OF DRAWINGS
Arch
itect
ure
Eng
inee
ring
Pla
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terio
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atio
n, A
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IGH
TS R
ESER
VED
Revis
i ons
5/8/
2017
2:2
9:41
PM
C:\R
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10-1
6206
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10-1
6206
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5/08
/17
STAT
E O
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501
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2017
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.GENERAL BP1.
0.0 COVER SHEET0.1. SYMBOLS AND ABBREVIATIONS
.PLUMBING BP1.
DP0.1A UNDERGROUND PLUMBING DEMOLITION PLAN - AREA ADP0.1B UNDERGROUND PLUMBING DEMOLITION PLAN - AREA BDP1.0A PLUMBING DEMOLITION PLAN, LOWER LEVEL AREA ADP1.0B PLUMBING DEMOLITION PLAN, LOWER LEVEL AREA B
P0.1A UNDERGROUND PLUMBING PLAN, LOWER LEVEL AREA AP0.1B UNDERGROUND PLUMBING PLAN, LOWER LEVEL AREA BP1.0A PLUMBING PLAN, LOWER LEVEL AREA AP1.1B PLUMBING PLAN, LOWER LEVEL AREA B
.ELECTRICAL BP1.
E0.0 ELECTRICAL SYMBOLS AND ABBREVIATIONS
DE1.0A ELECTRICAL DEMOLITION PLAN, LOWER LEVEL - AREA ADE1.0B ELECTRICAL DEMOLITION PLAN, LOWER LEVEL - AREA BDE1.1B ELECTRICAL DEMOLITION PLAN, FIRST FLOOR
E1.0A LIGHTING PLAN, LOWER LEVEL - AREA AE1.0B LIGHTING PLAN, LOWER LEVEL - AREA B
E2.0A POWER PLAN, LOWER LEVEL - AREA AE2.0B POWER PLAN, LOWER LEVEL - AREA B
E3.0A SPECIAL SYSTEMS PLAN, LOWER LEVEL - AREA AE3.0B SPECIAL SYSTEMS PLAN, LOWER LEVEL - AREA B
E5.1 DEMO ONE-LINE DIAGRAME5.2 NEW ONE-LINE DIAGRAM
E6.1 ELECTRICAL DETAILS
E7.1 ELECTRICAL SCHEDULES
.FIRE PROTECTION BP1.
DFP1.0A FIRE PROTECTION DEMOLITION, LOWER LEVEL - AREA ADFP-1.0B FIRE PROTECTION DEMOLITION, LOWER LEVEL - AREA B
FP-1.0A FIRE PROTECTION, LOWER LEVEL - AREA AFP-1.0B FIRE PROTECTION, LOWER LEVEL - AREA B
.STRUCTURAL BP1.
S0.1 STRUCTURAL NOTES
S1.0A FOUNDATION PLAN, BASEMENT LEVEL - AREA AS1.0B FOUNDATION PLAN, BASEMENT LEVEL - AREA B
S2.1B FRAMING PLAN, FIRST LEVEL - AREA BS2.2B FRAMING PLAN, SECOND LEVEL - AREA B
S3.1 STRUCTURAL DETAILS
I, STE
PHEN
H. B
URGE
SS, A
M TH
E CO
ORDI
NATI
NGPR
OFES
SION
AL F
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.ARCHITECTURAL BP1.
CP1.1 CODE PLANSDA1.0A DEMOLITION PLAN, LOWER LEVEL-AREA ADA1.0B DEMOLITION PLAN, LOWER LEVEL -AREA BPH1.1 LOWER LEVEL PHASING PLAN, LOWER LEVEL - AREAS A& BPH1.2 BREAK OUT COST PLAN, LOWER LEVEL - AREAS A & B
A0.1 ROOM FINISH SCHEDULE, GENERAL NOTES, WALL TYPES &DETAILS
A1.0A FLOOR PLAN, LOWER LEVEL -AREA AA1.0B FLOOR PLAN, LOWER LEVEL -AREA B
A3.0A REFLECTED CEILING PLAN, LOWER LEVEL -AREA AA3.0B REFLECTED CEILING PLAN, LOWER LEVEL -AREA B
A9.1 DOOR AND FRAME SCHEDULEA11.1 CASEWORK, LARGE SCALE PLANS & INTERIOR ELEVATIONS
.MECHANICAL BP1.
M0.0 MECHANICAL SYMBOLS AND ABBREVIATIONS
DM1.0A HVAC DEMOLITION PLAN, LOWER LEVEL - AREA ADM1.0B HVAC DEMOLITION PLAN, LOWER LEVEL - AREA BDM2.0A HVAC PIPING DEMOLITION PLAN, LOWER LEVEL - AREA ADM2.0B HVAC PIPING DEMOLITION PLAN, LOWER LEVEL - AREA B
M1.0A HVAC PLAN, LOWER LEVEL - AREA AM1.0B HVAC PLAN, LOWER LEVEL - AREA BM2.0A HVAC PIPING PLAN, LOWER LEVEL - AREA AM2.0B HVAC PIPING PLAN, LOWER LEVEL - AREA B
M4.1 MECHANICAL DETAILSM5.1 MECHANICAL SCHEDULES
B to B BACK TO BACKBBO BOILER BLOW OFFBC BALANCING COCKBCMU BURNISHED CONCRETE MASONRY UNITBD BOARDBD BACK DRAFT DAMPERBET BETWEENBFP BACKFLOW PREVENTORBFR BELOW FLOORBF BOILER FEEDBFV BUTTERFLY VALVEBHP BREAK HORSE POWERBKR BREAKERBL BUILDING LINEBLDG BUILDINGBLK BLOCKBLKG BLOCKINGBLKHD BULKHEADBM BEAMBM BENCH MARKBOD BOTTOM OF DUCTBOF BOTTOM OF FOOTINGBOTT BOTTOMBRDG BRIDGINGBRG BEARINGBRKT BRACKETBSMT BASEMENTBT BATH TUBBTU BRITISH THERMAL UNITBTUH BRITISH THERMAL UNIT PER HOURBUR BUILT UP ROOFINGBV BALL VALVE
C CONDENSER WATERC CONDUITCA COMBUSTION AIRCAB CABINETCANT CANTILEVERCAP CAPACITYCAS CASINGCBD CHALKBOARDCD CONDENSATE DRAINCCTV CLOSED CIRCUIT TELEVISIONCE COVER ELEVATIONCEM CEMENTCENT CENTRIFUGALCER CERAMICCF CUBIC FEETCFH CUBIC FEET PER HOURCFM CUBIC FEET PER MINUTECG CORNER GUARDCH CHANNELCI CAST IRONCI CURB INLETCIP CAST IN PLACECIP CAST IRON PIPECIRC CIRCULATINGCJ CONTROL JOINTCJA CONTROL JOINT ABOVECKT CIRCUITCKT BK CIRCUIT BREAKERCL CENTERLINECL CIRCUIT LINECLG CEILINGCLOS CLOSETCLR CLEARCM CEILING MOUNTEDCMP CORRUGATED METAL PIPECMU CONCRETE MASONRY UNITCO CLEAN OUTCO CONDUIT ONLYCO2 CARBON DIOXIDECOL COLUMNCOM COMMONCOMB COMBINATIONCOMM COMMUNICATIONSCOMP COMPOSITECOMP COMPRESSOR UNITCOMPR COMPRESSIBLECONC CONCRETECONF CONFERENCECONFIG CONFIGURATIONCONN CONNECTCONN CONNECTIONCONST CONSTRUCTIONCONT CONTINUOUSCONTR CONTRACTOR OR CONTRACTCONV CONVECTORCORR CORRIDORCP CONDENSER PUMPCP COVER PLATECPS CYCLES PER SECONDCPT CARPETCR CONDENSER WATER RETURN
CR CORROSION RESISTANTCS COUNTERSINKCS COMBINATION SEWERCS CONDENSER WATER SUPPLYCSK COUNTERSUNKCSMU CALCIUM SILICATE MASONRY UNITCSP COMBINATION STANDPIPECSTJ CONSTRUCTION JOINTCSWK CASEWORKCT COOLING TOWERCT CERAMIC TILECT CURRENT TRANSFORMERCTR CENTERCU COPPERCU CONDENSING UNITCU CUBICCU COMBINATION UNITCUH CABINET UNIT HEATERCW COLD WATERCV CONDOM VENDORCWR CHILLED WATER RETURNCWS CHILLED WATER SUPPLYCY CUBIC YARDCYL CYLINDER
D DRAIND DEPTHD DATADB DRY BULBDB DECIBELDBA DEFORMED BAR ANCHORDBL DOUBLEDC DIRECT CURRENTDC DUST COLLECTORDCJ DUMMY CONTROL JOINTd PENNY (AS NAIL 10D)DDC DIRECT DIGITAL CONTROLDE DEIONIZED WATERDEG DEGREEDEPR DEPRESS(ION)(ED)DEPT DEPARTMENTDET DETENTIONDF DRINKING FOUNTAINDFR DIESEL FUEL RETURNDFS DIESEL FUEL SUPPLYDFV DIESEL FUEL VENTDG DOOR GRILLEDH DUCT HEATERDI DISTILLED WATERDI DUCTILE IRONDIA DIAMETERDIAG DIAGONALDIFF DIFFUSERDIM DIMENSIONDISC SW DISCONNECT SWITCHDISC DISCONNECTDISCH DISCHARGEDISTR DISTRIBUTIONDL DEAD LOADDM DAMPER MOTORDMPR DAMPERDN DOWNDN DOWNSPOUT NOZZLEDO OR " DITTODPFG DAMPROOFINGDPS DIFFERENTIAL PRESSURE SWITCHDR DOORDR DRAINDS DOWNSPOUTDS DISTILLED WATERDSP DRY STANDPIPEDTL DETAILDTR DUCT THRU ROOFDW DISHWASHERDWG DRAWINGDWL DOWELDWR DRAWERDXS DOUBLE EXTRA STRONG
E EASTEA EACHEA EXHAUST AIREAT ENTERING AIR TEMPERATUREEB EXPANSION BOLTEC ELECTRICAL CONTRACTOREDH ELECTRIC DUCT HEATEREE EACH ENDEER ENERGY EFFICIENCY RATIOEEW EMERGENCY EYEWASHEEWS EMERGENCY EYEWASH/SHOWEREF EACH FACEEF EXHAUST FANEFF EFFICIENCYEH ELECTRICAL HEATEREIFS EXTERIOR INSULATION AND FINISH SYSTEMEJ EXPANSION JOINTEL ELEVATIONELAS ELASTOMERICELEC ELECTRIC(AL)ELEV ELEVATOREMER EMERGENCYEMD ESTIMATED MAXIMUM DEMANDEMT ELECTRICAL METALLIC TUBINGEMV EMERGENCY MIXING VALVEENCL ENCLOSUREENTR ENTRANCEEOMD END OF MAIN DRIPEP ELECTRO-PNEUMATICEP EXPLOSION PROOFEPO EMERGENCY POWER OFFERF EPOXY RESIN FLOORINGEQ EQUALEQUIP EQUIPMENTER EXHAUST REGISTERES EMERGENCY SHOWERES EXTRA STRONGESP EXTERNAL STATIC PRESSUREEST ESTIMATEET EXPANSION TANKEW EACH WAYEWC ELECTRIC WATER COOLEREWH ELECTRIC WATER HEATEREWT ENTERING WATER TEMPERATUREEXC EXCAVATEEXH EXHAUSTEXIST EXISTINGEXP EXPANSIONEXP EXPOSEDEXPL EXPLOSIONEXT EXTERIOR
F FAHRENHEITF FIRELINEF FURNACEFA FIRE ALARMFA FRESH AIRFAB FABRICATED
FB FACE BRICKFC FOOT CANDLEFCMU FLUTED CONCRETE MASONRY UNITFCO FLOOR CLEAN OUTFCU FAN COIL UNITFD FIRE DAMPERFD FLOOR DRAINFDC FIRE DEPARTMENT CONNECTIONFDN FOUNDATIONFDR FEEDERFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFF FINISH FLOORFFE FINISH FLOOR ELEVATIONFH FIRE HYDRANTFHC FIRE HOSE CABINETFIG FIGUREFIN FINISHFIX FIXTUREFL FLOORFLASH FLASHINGFLEX FLEXIBLEFLUOR FLUORESCENTFLG FLOORINGFLM FULL LENGTH MIRRORFM FACTORY MUTUALFM FIRE MAINFME FLOW MEASURING EQUIPMENTFO FACE OFFO FINISH OPENINGFOC FACE OF CONCRETEFOF FACE OF FINISHFOF FUEL OIL FILLFOM FACE OF MASONRYFOR FUEL OIL RETURNFOS FACE OF STUDFOS FUEL OIL SUPPLYFOV FUEL OIL VENTFOW FACE OF WALLFP FIREPROOFINGFPD FIRE PUMP DISCHARGEFPM FEET PER MINUTEFR FIRE RESISTIVEFR FRAMEFRP FIBERGLASS REINFORCED PANELFS FLOOR SINKFS FLOW SWITCHFSD FIRE/SMOKE DAMPERFSS FOLDING SHOWER SEATFT FEET (FOOT)FT FIN TUBEFT FLOW TRANSMITTERFTG FOOTINGFUT FUTUREFVC FIRE VALVE CABINETFWC FABRIC WALL COVERINGG GRILLEG NATURAL GASGA GAUGEGAL GALLONGALV GALVANIZEDGB GRAB BARGC GENERAL CONTRACTORGCO GRADE CLEAN OUTGCMU GLAZED CONCRETE MASONRY UNITGD GARBAGE DISPOSALGEN GENERALGEN GENERATORGFA GROSS FLOOR AREAGFI GROUND FAULT INTERRUPTERGFRC GLASS FIBER REINFORCED CONCRETEGHR GLYCOL-WATER HEATING RETURNGHS GLYCOL-WATER HEATING SUPPLYGI GALVANIZED IRONGL GLUE LAMINATEDGL GLASSGMU GLASS MASONRY UNITGND GROUNDGOVT GOVERNMENTGPH GALLONS PER HOURGPM GALLONS PER MINUTEGR GUARD RAILGR GRADEGR GRILLEGRC GLAVANIZED RIGID CONDUITGRC GLASS REINFORCED CONCRETEGRGP GLASS REINFORCED GYPSUM PLASTERGRS GALVANIZED RIGID STEELGS GASOLINEGV GATE VALVEGW GREASE WASTEGWB GYPSUM WALL BOARDGYP GYPSUMH HEIGHTH 1E HOOK ONE ENDHB HOSE BIBHC HANDICAPHC HOLLOW COREHCB HANDICAP BENCHHCR HOT / CHILLED WATER RETURNHCS HOT / CHILLED WATER SUPPLYHD HAND DRYER OR HAIR DRYERHDBD HARDBOARDHDR HEADERHDWD HARDWOODHDWR HARDWAREHEV HOSE END VALVEHID HIGH INTENSITY DISCHARGEHM HOLLOW METALHOA HAND OFF AUTOMATICHORIZ HORIZONTALHP HEAT PUMPHP HIGH PRESSUREHP HORSEPOWERHPR HIGH PRESSURE STEAM RETURNHPS HIGH PRESSURE SODIUMHPS HIGH PRESSURE STEAM SUPPLYHR HANDRAILHR HOURHS HEADSTUDHSS HOLLOW STRUCTURAL SECTIONHSTR HIGH STRENGTHHT HEIGHTHTG HEATINGHTR HEATERHTWR HIGH TEMP HOT WATER RETURNHTWS HIGH TEMP HOT WATER SUPPLYHUM HUMIDIFIERHV HEATING VENTILATING UNITHVAC HEATING VENTILATING AND AIR CONDITIONINGHW DOMESTIC HOT WATERHWC DOMESTIC HOT WATER RECIRCULATINGHWR LOW TEMP HOT WATER RETURNHWS LOW TEMP HOT WATER SUPPLYHX HEAT EXCHANGERHZ HERTZ
JAN JANITORJB JUNCTION BOXJCT JUNCTIONJST JOISTJFB JOINT FILLER BOARDJT JOINTKCJ KEYED CONSTRUCTION JOINTKCP KEENE'S CEMENT PLASTERKD KNOCKDOWNKH KITCHEN HOODKHE KITCHEN HOOD EXHAUST FANKHS KITCHEN HOOD SUPPLY FANKIT KITCHENKO KNOCKOUTKS KITCHEN SINKKV KILOVOLTKVA KILOVOLT AMPERESKVAR KILOVOLT AMPERES REACTIVEKW KILOWATTKWH KILOWATT HOURL ANGLEL LAVATORYLA LABORATORY COMPRESSED AIRLAB LABORATORYLAM LAMINATE(D)LAT LEAVING AIR TEMPERATURELAV LAVATORYLB POUNDLBR LUMBERLBS POUNDSLDG LOADINGLF LINEAR FOOT (FEET)LG LENGTH (LONG)LIN LINEARLINO LINOLEUMLKR LOCKERLL LIVE LOADLLH LONG LEG HORIZONTALLLV LONG LEG VERTICALLOC LOCATIONLONG LONGITUDINALLOX LIQUID OXYGENLPG LIQUEFIED PETROLEUM GASLPR LOW PRESSURE STEAM RETURNLPS LOW PRESSURE STEAM SUPPLYLR LIVING ROOMLS LAWN SPRINKLERLSC LIFE SAFETY CODELT LIGHTLTD LINED TRANSFER DUCTLTG LIGHTINGLV LOUVERLV LABORATORY VACUUMLW LONG WAYLWT LEAVING WATER TEMPERATURE
M THOUSANDMA MIXED AIRMA MEDICAL COMPRESSED AIRMAC MACHINEMAG MAGNETICMAINT MAINTENANCEMAN MANUALMAS MASONRYMATL MATERIALMAU MAKEUP AIR UNITMAV MANUAL AIR VENTMAX MAXIMUMMB MACHINE BOLTMB MOP BASINMBD MARKER BOARDMBH THOUSAND BTU PER HOURMBTUH THOUSAND BTU PER HOURMC MECHANICAL CONTRACTORMC MEDICINE CABINETMCA MINIMUM CIRCUIT AMPSMCB MAIN CIRCUIT BREAKERJMCM THOUSAND CIRCULAR MILLSMD MANUAL VOLUME DAMPERMDO MEDIUM DENSITY OVERLAYMECH MECHANICALMEMB MEMBRANEMET METALMEZZ MEZZANINEMFR MANUFACTURERMFRG MANUFACTURINGMG MOTOR GENERATORMH MANHOLEMH METAL HALIDEMH MOP HOLDERMIN MINIMUMMISC MISCELLANEOUSML MOTORIZED LOUVERMLDG MOLDINGMLO MAIN LUGS ONLYMLWK MILLWORKMO MASONRY OPENINGMPG MEDIUM PRESSURE GASMPR MEDIUM PRESSURE STEAM RETURNMPS MEDIUM PRESSURE STEAM SUPPLYMR MIRRORMR/S MIRROR WITH SHELFMS MAGNETIC STARTERMTD MOUNTEDMTG MOUNTINGMTL METALMTWR MEDIUM TEMP HOT WATER RETURNMTWS MEDIUM TEMP HOT WATER SUPPLYMUL MULLIONMV MERCURY VAPORMV MEDICAL VACUUMMW MARKER WALL
N NITROGENN NORTHN2O NITROUS OXIDEN/A NOT APPLICABLE
P PAINTP POLEP/T PRESSURE/TEMPERATURE TEST PORTP PUMPPA PUBLIC ADDRESSPAN B PANIC BOLTPAR PARALLELPB PARTICLE BOARDPB PULL BOXPB PUSH BUTTONPBS PUSH BUTTON STATIONPC PRECASTPC PUMPED CONDENSATEPCD PAPER CUP DISPENSERPCF POUNDS PER CUBIC FOOTPCT PORCELAIN CERAMIC TILEPD PRESSURE DROPPD PUMP DISCHARGEPDI PLUMBING & DRAINAGE INSTITUTEPENT PENTHOUSEPERF PERFORATEDPERP PERPENDICULARPF POWER FACTORPG PRESSURE GAGEPH PHASEPI POINT OF INTERSECTIONPI PRESSURE INDICATORPIC PORTABLE INSTRUMENT CONNECTIONPIV POST INDICATOR VALVEPL PLACE(S)PL PLATEPLAM;PL PLASTIC LAMINATEPLAS PLASTERPLBG PLUMBINGPLYWD PLYWOODPNEU PNEUMATICPNL PANELPOC POINT OF CONNECTIONPORC PORCELAINPPM PARTS PER MILLIONPR PAIRPREFAB PREFABRICATEDPROJ PROJECTIONPRV PRESSURE REDUCING VALVEPS PIPE SUPPORTPS PROJECTION SCREENPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPSV PRESSURE SAFETY VALVEPT PLASTER TRAPPT POINTPT POTENTIAL TRANSFORMERPTD PAPER TOWEL DISPENSERPTD/R COMBINATION TOWEL DISPENSER/RECEPTACLEPTN PARTITIONPVC POLYVINYL CHLORIDEPVI POINT OF VERTICAL INTERSECTIONPVT POINT OF VERTICAL TANGENCYPWL SOUND POWER LEVELPWR POWER
QT QUARRY TILEQTR RND QUARTER ROUNDR RISERRA RETURN AIRRAD RADIATORRAD or R RADIUSRB RUBBER BASERC REMOVE CONTROLRCP REFLECTED CEILING PLANRCP REINFORCED CONCRETE PIPERCU RECIPROCATING CHILLER JOINTRD ROOF DRAINRD REFRIGERANT DISCHARGERECP RECEPTACLEREF REFERENCEREFL REFLECTEDREFR REFRIGERANTREFR REFRIGERATORREG REGISTERREINF REINFORCEMENTREM REMOVABLEREQ(D) REQUIRE(D)RESIL RESILIENTRET RETAINING (WALL)REV REVISIONSRF RETURN FANRF RUBBER FLOORRFM RECESSED FLOOR MATRH RELATIVE HUMIDITYRH RELIEF HOODRHC REHEAT COILRH ROBE HOOKRHG REFRIGERANT HOT GASRI&C ROUGH IN AND CONNECTRIJS RISE IN JOIST SPACERL REFRIGERANT LIQUIDRM ROOMRND ROUNDRO ROUGH OPENING
S SINKS SANITARY SEWERS SOAP DISHS SOUTHS SPRINKLER LINESA SHOCK ABSORBERSA SUPPLY AIRSAN SANITARY WASTESC SECURITYSC SOLID CORESC SHOWER CURTAINSC SPECIAL COATINGSCD SEAT COVER DISPENSERSCH SHOWER CURTAIN HOOKSSCHED SCHEDULESCR SHOWER CURTAIN RODSCT STRUCTURAL CLAY TILESCUT SCUTTLESCW SOFT COLD WATERSD SOAP DISPENSERSD SMOKE DAMPERSD SMOKE DETECTORSD STORM DRAINSE STEAM EXHAUST VENTSEC SECONDARYSECT SECTIONSECY SECRETARYSENS SENSIBLESF SQUARE FOOTSF SUPPLY FANSFCMU SPLIT-FACED CONCRETE MASONRY UNITSFU STRUCTURAL FACING UNITSGL SINGLESH SHOWERSHEATH SHEATHINGSHM SECURITY HOLLOW METALSHT SHEETSHW SOFT HOT WATERSIM SIMILARSL SHORT LEGSLNT SEALANTSM SHEET METALSM SPRINKLER MAINSND SANITARY NAPKIN DISPOSALSNV SANITARY NAPKIN VENDORSP STATIC PRESSURE (H2O)SP STAND PIPESP STATIC PRESSURESPEC SPECIFICATIONSSPK SPRINKLERSPL SOUND PRESSURE LEVELSPL SPECIALSPL BLK SPLASH BLOCKSQ SQUARESS STAINLESS STEELSSA STORM SHELTER AREASS SERVICE SINKSS SOLID SURFACEST STAIRST STORM SEWERSTAG'D STAGGEREDSTC SOUND TRANSMISSION CLASSSTC STAINED CONCRETESTD STANDARDSTE SINGLE TAPERED ENDSTGR STRINGERSTL STEELSTOR STORAGESTR STRUCTURAL - STRUCTURESUB SUBSTATIONSUBFL SUBFLOORSURF SURFACESUSP SUSPENDEDSV SHEET VINYLSV SOLENOID VALVESW SHORT WAYSW SWITCHSWBD SWITCH BOARDSWP STEAM WORKING PORESSURESYM SYMMETRICAL
T TEMPEREDT THERMOSTATT & B TOP & BOTTOMT& G TONGUE & GROOVET TREADTA TRANSFER AIRTAB TEST AND BALANCETAN TANGENTTB TERMINAL BOXTB TOWEL BARTBD TACK BOARDTC TEMPERATURE CONTROLTC TIME CLOCKTD TRANSFER DUCTTD TRENCH DRAINTDH TOTAL DYNAMIC HEADTEL TELEPHONETEMP TEMPERED - TEMPORARYTEMP TEMPERATURETERR TERRAZZOTEXT TEXTUREDTGL TOGGLETH THRESHOLDTH TOWEL HOOKTHK THICK(NESS)TMR TILT MIRROR UNITTMV THERMOSTATIC MIXING VALVETOB TOP OF BEAMTOC TOP OF CONCRETETOF TOP OF FOOTINGTOIL TOILETTOP TOP OF PAVINGTOS TOP OF STEELTOW TOP OF WALLTPV TRAP PRIMERTR TRIPTRANS TRANSVERSETRD TREADTS TEMPERATURE SENSORTSP TOTAL STATIC PRESSURETT TEMPERATURE TRANSMITTERTT TERRAZZO TILETTD TOILET TISSUE DISPENSERTV TELEVISIONTW TACK WALLTYP TYPICAL
U URINALUC UNIT COOLERUG UNDERGROUND
V VENTV VOLTV VACUUMVA VALVEVAC VACUUMVAV VARIABLE AIR VOLUMEVB VAPOR BARRIERVB VINYL BASEVBF VENT BELOW FLOORVCB VENTED COVE BASEVCP VITRIFIED CLAY PIPEVCT VINYL COMPOSITION TILEVD VOLUME DAMPER - MANUALVEL VELOCITYVENT VENTILATIONVENT VENTILATORVERT VERTICALVEST VESTIBULEVF VINYL FLOORVFD VARIABLE FREQUENCY DRIVEVM VOLTMETERVOL VOLUMEVP VENEER PLASTERVP VACUUM PUMPVSMC VARIABLE SPEED MOTOR CONTROLLERVT VINYL TILEVTR VENT THROUGH ROOFVWC VINYL WALLCOVERINGW WATER SERVICEW WIDE; WIDTHW WASTE (PLUG)W WATTW WESTW WIDE FLANGEW/ WITHW/O WITHOUTWB WET BULBWC WALL COVERINGWC WATER COLUMNWC WATER CLOSETWCC WATER COOLED CONDENSERWCL WATER CLOSET/LAVATORY COMBINATIONWCO WALL CLEAN OUTWD WOODWDW WINDOWWF WASH FOUNTAINWH WALL HYDRANTWFMD WATER FLOW MEASURING DEVICEWH WATER HEATERWHM WATT HOUR METERWI WROUGHT IRONWLR WATER LOOP RETURNWLS WATER LOOP SUPPLYWMG WATER MOTOR GONGWNSCT WAINSCOTWP WEATHERPROOFWPB WHIRLPOOL BATHWPF WATERPROOFWPFG WATERPROOFINGWR WATER RESISTANTWR WASTE RECEPTACLEWRHS WAREHOUSEWSP WET STAND PIPEWT WEIGHTWW WARM WHITEWWF WELDED WIRE FABRIC
XFMR TRANSFORMERXMTR TRANSMITTERYD YARDYH YARD HYDRANTZ IMPEDANCEZCV ZONE CONTROL VALVEZVB ZONE VALVE BOX& AND@ ATi.e. THAT IS# NUMBER
CG CLEAR FLOAT GLASSCIG CLEAR INSULATING GLASSCTG CLEAR TEMPERED FLOAT GLASSCTIG CLEAR TEMPERED INSULATING GLASSLG LAMINATED GLASSPG PATTERN GLASSPIG PATTERN INSULATING GLASSSG SPANDREL GLASSTG TINTED FLOAT GLASSTIG TINTED INSULATING GLASSTTG TINTED TEMPERED FLOAT GLASSTTIG TINTED TEMPERED INSULATING GLASSWG POLISHED WIRE GLASS
THE FOLLOWING ABBREVIATIONSARE USED WITH GLAZING:
IAQ INDOOR AIR QUALITYIAW IN ACCORDANCE WITHIBC INTERNATIONAL BUILDING CODEIC INTERCOMID INSIDE DIAMETERIE INVERT ELEVATIONIES ILLUMINATING ENGINEERING SOCIETYIF INSIDE FACEIG ISOLATED GROUNDIH INTAKE HOODIJ ISOLATION JOINTIJS IN JOIST SPACEIMC INTERMEDIATE METAL CONDUITIN INCHINC INCLUDE (ING)INSUL INSULATIONINT INTERIORIP IRON PIPEIW INDIRECT WASTE
O&M OPERATION AND MAINTENANCEO to O OUT TO OUTOA OVERALLOA OUTSIDE AIROBSC OBSCUREOC ON CENTEROD OUTSIDE DIAMETEROD OVERFLOW DRAINOF OUTSIDE FACEOVFL OVERFLOWOFC OWNER FURNISHED CONTRACTOR INSTALLEDOFF OFFICEOFOI OWNER FURNISHED OWNER INSTALLEDOHP OVERHEAD POWEROHT OVERHEAD TELEPHONEOPG OPENINGOPP OPPOSITEOSD OVERFLOW STORM DRAINOS&Y OUTSIDE SCREW AND YOKEOTCS OPEN TO CEILING SPACEOVHD OVERHEADOX OXYGEN
A/C AIR CONDITIONING(ER)A AMP AMPEREA COMPRESSED AIRAAP AREA ALARM PANELAAV AUTOMATIC AIR VENTAB ANCHOR BOLTABS ACRYLONITRILE-BUTADIENE-STYRENEAC ACOUSTICAL CEILINGAC ALTERNATING CURRENTACC AIR COOLED CONDENSERACCU AIR COOLED CONDENSING UNITACM ALUMINUM COMPOSITE MATERIALACST ACOUSTICAD ACCESS DOORAD AREA DRAINADDN ADDITION OR ADDITIONALADJ ADJUSTABLEADJT ADJACENTADMIN ADMINISTRATIONAF AIR FILTERAFF ABOVE FINISH FLOORAHJ AUTHORITY HAVING JURISDICTIONAHU AIR HANDLING UNITAI AREA INLETALT ALTERNATEALUM ALUMINUMAMB AMBIENTANCH ANCHORAP ACCESS PANELAPC ACOUSTICAL PANEL CEILINGAPPROX APPROXIMATEAR ACID RESISTINGARCH ARCHITECTURALASB ASBESTOSASPH ASPHALTAUTO AUTOMATICAV ACID VENTAV AIR VENTAV AVERAGEAW ACID WASTEAWG AMERICAN WIRE GAUGEAWP ACOUSTICAL WALL PANEL
ABBREVIATIONS GENERAL SYMBOLS
SHEET ON WHICH DRAWN
REVISION NUMBER
WALL TYPE
WINDOW NUMBER
DOOR NUMBER
ROOM NUMBER
COLUMN LINE
LEGEND/KEY NOTE
BUILDING ELEVATIONINTERIOR ELEVATION
DETAIL REFERENCE
WALL SECTION
CROSS REFERENCEDETAIL NUMBER
(CONTINUOUS BLOCKING)
BATT INSULATION
RIGID INSULATION
CARPET (LARGE SCALE)
TILE (LARGE SCALE)
ACOUSTICAL TILE (LARGE SCALE)
PROTECTION BOARD
CONCRETE MASONRY UNIT
METAL STUDS
STEEL (LARGE SCALE)
(LARGE SCALE)GYPSUM WALL BOARD
PLYWOOD (LARGE SCALE)
BRICK VENEER
SHINGLES
STONE
GLASS
(TRIM/FINISH)WOOD
(NON-CONTINUOS BLOCKING)WOOD
GRAVEL/BALLAST
WOOD
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PRECAST CONCRETE
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RPM REVOLUTIONS PER MINUTERPZ REDUCED PRESSURE BACKFLOW PREVENTERRS REFRIGERANT SUCTIONRWC RESILIENT WALL COVERINGRWL RAIN WATER LEADERS SENSOR
UGE UNDERGROUND ELECTRICALUGT UNDERGROUND TELEPHONEUH UNIT HEATERUL UNDERWRITERS LABORATORIESUNEX UNEXCAVATEDUNFIN UNFINISHEDUNO UNLESS NOTED OTHERWISEUR URINALURD UNDERGROUND RESIDENTIAL DISTRIBUTIONUS UTILITY SHELFUTIL UTILITYUV UNIT VENTILATOR
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AREA INLET
CURB INLET
MANHOLE
OBSERVATION RISER
HEAD WALL
FLARED END
CLEAN OUT
CAP
THRUST BLOCK
VALVE
POST INDICATOR VALVE
REDUCER
MAGNESIUM ANODE
DIELECTRIC COUPLING
CATHODIC TEST STATION
FIRE HYDRANT
POWER POLE
LIGHT POLE
TELEPHONE MANHOLE
TELEPHONE BOX
SPRINKLER HEAD, 360°
SPRINKLER HEAD, 270°
SPRINKLER HEAD, 180°
SPRINKLER HEAD, 90°
QUICK COUPLING
TREE, EXISTING DECIDUOUS
TREE, EXISTING CONIFER
SHADE TREE
ORNAMENTAL TREE
DECIDUOUS TREE
SHRUB
CLIPPED SHRUB
100
100
99
991% SLOPE
DOWN
KCJ
KCT
EJ
xx xx xx xx
x x x x
LAT
HOT
OHP
UGE/UGT
LPS
MPS
HPS
G
F
W
FM
S
SD
PROPERTY LINE
LOT LINE
EASEMENT LINE
BUILDING LINE, EXISTING
BUILDING LINE, NEW W/ DOOROPENING AND STRUCTURAL STOOPPRMARY CONTOUR, EXISTING
PRIMARY CONTOUR, NEW
SECONDARY CONTOUR, EXISTING
SECONDARY CONTOUR, NEW
SLOPE, PAVEMENT
DRAINAGE DITCH OR SWALE
STREET CENTERLINE
CURB, THICKENED EDGE
CURB, EXISTING
CURB, NEW
PAVING CONTRACTION JOINT
PAVING KEYED CONSTRUCTION JOINT
PAVING TIED CONSTRUCTION JOINT
PAVING EXPANSION JOINT
FENCE, SECURITY
FENCE, BARBED WIRE
FENCE, CHAIN LINK
FENCE, WOOD
SEED LIMIT
SOD LIMIT
STORM DRAIN
SUBDRAIN
SUBDRAIN, PREFORATED
SANITARY SEWER
FORCE MAIN
WATER
FIRE
GAS
HIGH PRESSURE STEAM
MEDIUM PRESSURE STEAM
LOW PRESSURE STEAM
UNDERGROUND ELEC/TELEPHONE
OVERHEAD POWER
LAWN SPRINKLER HOT LINE
LAWN SPRINKLER LATERAL
SITE SYMBOLS
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BU
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- COMBINED OCCUPANT LOAD AT A GIVEN EXIT DOOR. (SUM OF THESE EQUALS TOTAL OCCUPANT LOAD)
(OCCUPANCY LOAD IS NOT INCLUDED IN LOADS BEYOND THIS ROOM)
(THE CAPACITY OF DOORS ARE DETERMINED AS FOLLOWS:CLEAR OPENING WIDTH IN INCHES DIVIDED BY 0.2THE CAPACITY OF STAIRS ARE DETERMINED AS FOLLOWS:WIDTH IN INCHES DIVIDED BY 0.3)
- COMBINED OCCUPANT LOAD AT A GIVEN DOOR OR STAIR
- TOTAL EXIT CAPACITY OF DOOR(THE CAPACITY OF DOORS ARE DETERMINED AS FOLLOWS:CLEAR OPENING WIDTH IN INCHES DIVIDED BY 0.2)
WALL SEPARATION LEGEND
SYMBOL LEGEND- OCCUPANCY LOAD####
00
###
- TOTAL EXIT CAPACITY OF DOOR OR STAIR
- ACCESSORY USE AREA
00
WALL FIRE RATING TYPEC = CORRIDORFB = FIRE BARRIERVS = VERTICAL SHAFTVX = VERTICAL EXIT
WALL HOURLY FIRE RATING0 = 0 HOUR1 = 1 HOUR2 = 2 HOURSP = SMOKE PARTITION
B
B
B
B
B
B B
B
B S-2
B
S-2
S-2
45 320
39 320
B
106160
61320
122 SF
RECORDS STORAGE007
130 SF
CART STORAGE004
780 SF
MECHANICAL009
262 SF
RECEPTION006
138 SF
OFFICE010
475 SF
CONFERENCE012
FILES008C
1998 SF
PRE-PRESS/DIGITAL GRAPHICS016
688 SF
OPEN OFFICE008
CORRIDOR001
1878 SF
SECURED PRINT020
684 SF
COLOR COPY019
251 SF
SECURED STORAGE021
CART STORAGE022A
HALL023
WOMEN'S024
MEN'S025
JAN026
CORRIDOR022
HALL005
117 SF
OFFICE014
138 SF
OFFICE008A
94 SF
OFFICE018
HALL008B
158 SF
OFFICE011
B B117 SF
OFFICE015
448 SF
BREAK ROOM027
B
5
586 SF
ELECTRICAL029
267 SF
FUTURE UPS028
MATC
HLIN
E - A
REA
AMA
TCHL
INE
- ARE
A B
MATC
HLIN
E - A
REA
AMA
TCHL
INE
- ARE
A B
24160
EXISTING MECH
EXISTING ELEC
EXISTING ELEC
EXISTING ELECEXISTING MECH
EXISTING ELECEXISTINGDATA
CORRIDOR041
120
160
20320
24160
EXISTING UPS ROOMOPEN TO SHAFT ABOVE
TUNNEL TO STATE CAPITOL
SPSP
SP
SP
SP
SP
SP
SP
SP
SP
SP
SP
EXISTINGELEVEQUIP
SP
SP
SP
SP
0 C0 C
0 C
2 VS
2 VS
2 VS0 C
0 C
0 C
2 FB
2 FB
2 VX2 V
X
2 VX
2 FB2 V
S
2 VS 2 FB
2 VS
SP
SP
SP
11
SP
SP
SP
1
3
3
6
11167 SF
SCHED.017
B
1
211 1
217
1
EXISTING PRINT SHOP12,190 sf
122
SP
2 VX
2 VX
DEDI
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D EG
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AIS
LE
300'
MAXI
MUM
TRAV
EL D
ISTA
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2 FB
21
110 SF
CART STORAGE002
72 SF
ELEC/DATA003
2-VX24120
120120
0-C
0-C
0-C
TRAVEL DISTANCE 49'
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FUTURE031
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BU
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NORTHSCALE: 1/16" = 1'-0"CODE PLAN -LOWER LEVEL PLAN, AREAS A & B
NAME OF PROJECT: 501 BUILDING RENOVATION
LOCATION: 501 S. 14TH STREET LINCOLN, NE 68508
PROPOSED USE: BUSINESS, DATA CENTER, OFFICE
CODE ENFORCEMENT JURISDICTION: LANCASTER COUNTY
ARCHITECT: DLR GROUPJOHN P. BADAMI, NEBRASKA ARCHITECT CERTIFICATE NO. A-25661111 LINCOLN MALL - SUITE 201LINCOLN, NE 68508(402) 972-4123
APPLICABLE BUILDING CODES: INTERNATIONAL BUILDING CODE - 2012 EDITIONNFPA 101 LIFE SAFETY CODE - 2000 EDITION AS CURRENTLY ADOPTED BY THE NEBRASKA STATE FIRE MARSHALAPPLICABLE NFPA PAMPHLETS CURRENTLY LISTED BY THE NEBRASKA STATE FIRE MARSHALANSI STANDARD A17.1 FOR ELEVATORS AND STATE OF NEBRASKA ELEVATOR INSPECTOR REQUIREMENTSINTERNATIONAL MECHANICAL CODE - 2009 EDITIONINTERNATIONAL PLUMBING CODE - 2009 EDITIONINTERNATIONAL FUEL GAS CODE - 2009 EDITIONNATIONAL ELECTRICAL CODE (NFPA 70) - 2011 EDITIONINTERNATIONAL ENERGY CONSERVATION CODE - 2009 EDITION / ASHRAE 90.1 - 2007
BUILDING AREAS, CONSTRUCTION TYPE AND OCCUPANCY TYPE REQUIREMENTS
CONSTRUCTION TYPE: Reclassified per IBC as II-BOCCUPANCY TYPE: B, S-2LEVEL SQUARE FOOTAGE: 12,200 SF - 69,000 ALLOWED PER IBC TABLE 503 WITH SPRINKLER AREA INCREASE (200%)BUILDING HEIGHT: 56 FEET - 75 FEET ALLOWED PER IBC TABLE 503# OF STORIES: 4 STORIES -4 ALLOWED PER IBC TABLE 503 WITH HEIGHT INCREASE PER 504.1CORRIDORS: CORRIDORS NOT RATED PER TABLE 1018.1
FIRE PROTECTION SYSTEMSFIRE ALARM & SMOKE DETECTION SYSTEMAUTOMATIC SPRINKLER SYSTEMPORTABLE FIRE EXTINGUISHERSEMERGENCY LIGHTING AND EXIT SIGNAGE
PLUMBING FIXTURE REQUIREMENTS (IBC TABLE 2902.1):MALE WC: 1 PER 25 FOR FIRST 50 - 1 PER 50 REMAINDER
LAV: 1 PER 40 FOR THE FIRST 80 - 1 PER 80 FOR REMAINDERFEMALE WC: 1 PER 25 FOR FIRST 50 - 1 PER 50 FOR REMAINDER
LAV: 1 PER 40 FOR FIRST 80 - 1PER 80 FOR REMAINDER
TOTAL BUILDING LEVEL OCCUPANTS = 270TOTAL OCCUPANTS AGAINST PUBLIC FIXTURE COUNT = 270 (DIV BY 2 = 135 PER SEX)
4 PUBLIC MEN'S WC FIXTURES REQUIRED - __4__ PROVIDED 2 PUBLIC MEN'S WC FIXTURES REQUIRED - __2__ PROVIDED 2 PUBLIC MEN'S LAVS REQUIRED - __2___ PROVIDED
5 PUBLIC WOMEN'S WC FIXTURES REQUIRED - ___5__ PROVIDED 3 PUBLIC WOMEN'S LAVS REQUIRED - __3___ PROVIDED
PLUMBING FIXTURE SUMMARY
BUILDING CODE SUMMARY
Zero RATED CORRIDOR PARTITION (0-C) (IBC with NFPA 101 Smoke Partition requirements)
A. Zero rated vertical fire partition (floor to floor or floor to roof deck) as permitted by IBC Table 1018.1 for occupancies as indicated andbuildings equipped throughout with an automatic sprinkler system. Zero-Rated Corridor partitions shall extend from the top of the foundation orfloor/ceiling assembly below to the under-side of the floor or roof sheathing, slab or deck above and shall be securely attached thereto.
Exceptions to Fire Partition Continuity per IBC Section 708.4:1. Where the room-side fire-resistance-rated membrane of the corridor is carried through to the underside of the floor or roof sheathing, deck orslab of a fire-resistance-rated floor or roof above, the ceiling of the corridor shall be permitted to be protected by the use of ceiling materials asrequired for a 1-hour fire-resistance-rated floor or roof system.2. Where the corridor ceiling is constructed as required for the corridor walls, the walls shall be permitted to terminate at the upper membrane ofsuch ceiling assembly.
B. Corridor width IBC Section 1018.2. The minimum corridor width of corridors specified in Table 1018.2 shall be as determined in Section1005.1.Table 1018.2:1. Forty-four inches – minimum width required for any facilities not listed in Table 1018.2.2. Twenty-four inches – access to and utilization of electrical, mechanical or plumbing systems or equipment.3. Thirty-six inches – With a required occupant capacity of less than 50.4. Seventy-two inches – In Group E with a corridor having a required capacity of 100 or more.
C. The required width of corridors shall be unobstructed.Exception: Encroachments complying with Section 1005.7 as follows:1. Doors, when fully opened, shall not reduce the required width by more than 7 inches. Doors in any position shall not reduce the required widthby more than one-half.
Exceptions:a. Surface-mounted latch release hardware shall be exempt from inclusion in the 7-inch maximum (178 mm) encroachment where:i. The hardware is mounted to the side of the door facing away from the adjacent wall where the door is in the open position; andii. The hardware is mounted not less than 34 inches (865 mm) nor more than 48 inches (1219 mm) above the finished floor.
2. Other projections. Handrail projections shall be in accordance with the provisions of Section 1012.8. Other nonstructural projections such astrim and similar decorative features shall be permitted to project into the required width a maximum of 1-1/2 inches (38 mm) on each side.3. Protruding objects. Protruding objects shall comply with the applicable requirements of Section 1003.3.
D. Door and window openings in a zero-rated corridor partitions are not required to have a fire resistance rating.
E. Doors and window assemblies may have unlimited size glass panels complying with safety glazing requirements of IBC Section 2406.
F. Penetrations of zero-rated corridor partitions shall limit the transfer of smoke.1. Seal all pipe, sleeves, and conduit penetrations and around all ducts with non-combustible sealants continuously applied so as to resist thepassage of smoke.2. Dampers at duct penetrations shall be mounted and sealed in wall with factory fabricated sleeves and perimeter mounting angles.3. Seal top of wall to floor or roof deck with an approved fire resistant joint system or non-combustible sealants continuously applied so as toresist the passage of smoke from one side of the wall to the other.
G. Duct penetrations are not required to be protected with smoke dampers.
H. Air transfer openings of zero-rated corridor partitions and ducts with openings serving both the corridor and an adjacent space shall beprotected with smoke dampers complying with IBC Section 717.3. The smoke damper actuating device shall comply with IBC Section 717.3.3.2.
I. Air movement in corridors, IBC Section 1018.5. Corridors shall not serve as supply, return, exhaust, relief or ventilation air ducts. Exceptions:1. Use of a corridor as a source of makeup air for exhaust systems in rooms that open directly onto such corridors, including toilet rooms,bathrooms, dressing rooms, smoking lounges and janitor closets, shall be permitted, provided that each such corridor is directly supplied withoutdoor air at a rate greater than the rate of makeup (exhaust) air taken from the corridor.2. Where located within a dwelling unit, the use of corridors for conveying return air shall not be prohibited.3. Where located within tenant spaces of 1,000 square feet or less in area, utilization of corridors for conveying return air is permitted.4. Incidental air movement from pressurized rooms within health care facilities, provided that the corridor is not the primary source of supply orreturn to the room.
J. Corridor ceiling, IBC Section 1018.5.1. Use of the space between the corridor ceiling and the floor or roof structure above as a return air plenumis permitted for one or more of the following conditions:1. The corridor is not required to be of fire-resistance-rated construction;2. The corridor is separated from the plenum by fire-resistance-rated construction;3. The air-handling system serving the corridor is shut down upon activation of the air-handling unit smoke detectors required by theInternational Mechanical Code;4. The air-handling system serving the corridor is shut down upon detection of sprinkler waterflow where the building is equipped throughout withan automatic sprinkler system; or5. The space between the corridor ceiling and the floor or roof structure above the corridor is used as a component of an approved engineeredsmoke control system.
K. Zero-rated corridor partitions shall also meet the requirements of NFPA 101, Life Safety Code (LSC) smoke partitions (SP) as follows: Inaccordance with NFPA 101 LSC 14.3.6 Exception No. 2, new educational occupancies corridor walls are not required to be rated in buildingsprotected throughout by an approved supervised automatic sprinkler system, provided such walls form smoke partitions in accordance with LSC8.2.4.1. Doors shall not include louvers.2. Doors shall be self-closing or automatic-closing in accordance with LSC 7.2.1.8.
a. NE State Fire Marshal Interpretation Number 07-04: When the building is protected throughout by an approved, supervised automatic firesprinkler system and smoke detection tied to the building fire alarm system in all egress corridors, corridor door assemblies from classrooms arenot required to be rated and not required to be automatic-closing or self-closing but must be latchable. Corridor door assemblies from rooms otherthan normally occupied Classrooms are not required to be rated but must be automatic-closing or self-closing and latchable.b. Automatic closing doors shall have smoke detector activated (SDA) magnetic hold open devices per LSC 7.2.1.8. All SDA automatic closingdoors shall be activated by actuation of any fire alarm device or sprinkler system, where required, and power failure.c. Per LSC 8.2.4.4.3, corridor smoke partitions with air transfer openings and ducts with openings serving both the corridor and an adjacentspace shall be provided with approved smoke dampers designed to limit the transfer of smoke. Smoke dampers in air transfer openings shallclose upon detection of smoke by approved detectors installed in accordance with NFPA 72, National Fire Alarm Code.
1) Per Life Safety Code Handbook, if ductwork runs to a smoke partition, pierces the partition, and continues its run on the other side of thepartition, no transfer opening exists, and therefore, no smoke damper is required.
1-HOUR SMOKE BARRIER WALL (1-SB) – IBC
A. 1-Hour fire-resistive vertical (floor to floor or floor to roof deck) and/or horizontal (wall or floor).
B. Continuity: Smoke barriers shall form an effective membrane continuous from outside wall to outside wall and from the top of the foundationor floor/ceiling assembly below to the underside of the floor or roof sheathing, deck or slab above, including continuity through concealedspaces, such as those found above suspended ceilings, and interstitial structural and mechanical spaces. The supporting construction shall beprotected to afford the required fire-resistance rating of the wall or floor supported in buildings of other than Type IIB, IIIB or VB construction.Exception:1. Smoke-barrier walls are not required in interstitial spaces where such spaces are designed and constructed with ceilings that provideresistance to the passage of fire and smoke equivalent to that provided by the smoke-barrier walls.2. Smoke barriers used for elevator lobbies in accordance with Section 405.4.3 for underground buildings, 3007.7.2 for fire service accesselevator or 3008.7.2 for occupant evacuation elevators are not required to extend from outside wall to outside wall.3. Smoke barriers used for areas of refuge for accessible means of egress in accordance with Section 1007.6.2 are not required to extend fromoutside wall to outside wall.
C. Openings in a smoke barrier shall be protected in accordance with IBC Section 716.Exceptions:1. In Group I-2 and ambulatory care facilities, where doors are installed across corridors, a pair of opposite-swinging doors without a centermullion shall be installed having vision panels with fire-protection-rated glazing materials in fire-protection-rated frames, the area of which shallnot exceed that tested. The doors shall be close fitting within operational tolerances, and shall not have undercuts in excess of 3/4 inch, louversor grilles. The doors shall have head and jamb stops, astragals or rabbets at meeting edges and shall be automatic-closing by smoke detectionin accordance with Section 716.5.9.3. Where permitted by the door manufacturer’s listing, positive-latching devices are not required.2. In Group I-2 and ambulatory care facilities, horizontal sliding doors installed in accordance with Section 1008.1.4.3 and protected inaccordance with Section 716.
D. Doors shall have a 1/3-Hour fire resistance rating in accordance with IBC Table 716.5, be tested in accordance with NFPA 252 or UL 10Cwithout the hose stream test, and be self- or automatic closing.1. Per IBC Section 716.5.3.1, fire door assemblies shall also meet the requirements for a smoke and draft control door assembly tested inaccordance with UL 1784. Louvers shall be prohibited. Installation of smoke doors shall be in accordance with NFPA 105.2. Glazing in Door Assemblies per IBC Section 716.5.3.2: In a 20-minute fire door assembly, the glazing material in the door itself shall have aminimum fire-protection-rated glazing of 20 minutes and shall be exempt from the hose stream test. Glazing material in any other part of the doorassembly, including transom lights and sidelights, shall be tested in accordance with NFPA 257 or UL 9, including the hose stream test, inaccordance with Section 716.6.3. Fire door frames with 3/4 hour transom lights and sidelights shall be permitted in accordance with Table 716.5 and IBC Section 716.5.6.4. Smoke activated doors per IBC Section 716.5.9.3. Automatic closing doors installed in the following locations shall be automatic-closing bythe actuation of smoke detectors installed in accordance with Section 907.3 or by loss of power to the smoke detector or hold-open device. Doorsthat are automatic-closing by smoke detection shall not have more than a 10 second delay before the door starts to close after the smokedetector is actuated:
i. Doors installed across a corridor.ii. Doors that protect openings in exits or corridors required to be of fire resistance rated construction.iii. Doors installed in smoke barriers in accordance with IBC Section 709.5.iv. Doors installed in the smoke barrier walls for compartmentation of underground buildings in accordance with Section 405.4.2.v. Doors installed in the elevator lobby smoke barrier walls of underground buildings in accordance with Section 405.4.3.
Exceptions per IBC Section 716.5.3:a. Corridor door assemblies in occupancies of Group I-2 shall be in accordance with Section 407.3.1, shall not have a required fire protectionrating and shall not be required to be equipped with self-closing or automatic-closing devises, but shall provide an effective barrier to limit thetransfer of smoke and shall be equipped with positive latching.b. Horizontal sliding doors in smoke barriers that comply with Sections 408.3 and 408.8.4 in occupancies in Group I-3.
5. Fire protection rated glazing used in fire doors shall comply with the size limitations of NFPA 80 in accordance with IBC Section 716.5.8.1.6. Safety Glazing: Per IBC Section 716.5.8.4, fire protection rated glazing installed in fire doors in areas subject to human impact in hazardouslocations shall comply with IBC Chapter 24.
D. Fire window assemblies shall have a 3/4-Hour assembly rating per IBC Table 716.6.1. Safety glazing. Fire-protection-rated glazing installed in fire window assemblies in areas subject to human impact in hazardous locationsshall comply with Chapter 24.2. Per IBC Section 716.6.4. Glazing in fire window assemblies shall be fire protection rated glazing installed in accordance with and complyingwith the size limitations set forth in NFPA 80.3. The total area of glazing in fire protection rated window assemblies shall not exceed 25 percent of the area of a common wall with any roomper IBC Section 716.6.7.2.
E. Penetrations of smoke barriers shall comply with IBC Section 714.1. Through penetrations shall be protected with an approved penetration firestop system installed as tested in accordance with ASTM E814 orUL 1479 with a minimum positive pressure differential of 0.01 inch of water and shall have an F rating of not less than the required fire resistancerating of the wall penetrated.2. Dampers at duct penetrations shall be mounted and sealed in wall with factory fabricated sleeves and perimeter mounting angles.
F. Seal top of wall to floor or roof deck with a fire-resistant joint system tested in accordance with the requirements of either ASTM E 1966 or UL2079 as specified. Per IBC Section 715.6, fire resistant joint systems in smoke barriers, and joints at the intersection of a horizontal smoke barrierand an exterior curtainwall, shall be tested in accordance with the requirements of UL 2079 for air leakage. The L rating of the joint system shallnot exceed 5 cfm per linear foot (0.00775 m3/s m) of joint at 0.30 inch (7.47 Pa) of water for both the ambient temperature and elevatedtemperature tests.
G. A listed smoke damper designed to resist the passage of smoke shall be provided at each point a duct or air transfer opening penetrates asmoke barrier. Smoke dampers and smoke damper actuation methods shall comply with Section 717.3.3.2.Exception IBC Section 717.5.5:1. Smoke dampers are not required where the openings in ducts are limited to a single smoke compartment and the ducts are constructed ofsteel.
FIRE BARRIERs 2-Hour (2-FB)– IBC
A. 2-Hour, fire-resistive vertical (floor to floor or roof deck) and/or horizontal (floor) construction. Fire barriers shall extend from the top of the floor/ceiling assembly below to theunderside of the floor or roof sheathing, slab or deck above and shall be securely attached thereto. Such fire barriers shall be continuous through concealed spaces, such as thespace above a suspended ceiling. The supporting construction for fire barrier walls shall be protected to afford the required fire-resistance rating of the fire barrier supported,except for 1-hour fire-resistance-rated incidental accessory occupancies’ separations as required by Table 509 in buildings of Type IIB, IIIB and VB construction is not required tobe fire-resistant rated unless required by other sections of the IBC. Hollow vertical spaces within a fire barrier shall be fireblocked in accordance with Section 718.2 at every floorlevel.
B. Openings in a fire barrier wall shall be protected in accordance with Section 716. Openings shall be limited to a maximum aggregate width of 25 percent of the length of thewall, and the maximum area of any single opening shall not exceed 156 square feet.Exceptions:1. Openings shall not be limited to 156 square feet where adjoining floor areas are equipped throughout with an automatic sprinkler system.2. Openings shall not be limited to 156 square feet or an aggregate width of 25 percent of the length of the wall where the opening protective is a fire door serving enclosures forexit access stairways, exit access ramps, interior exit stairways and interior exit ramps.3. Openings shall not be limited to 156 square feet or an aggregate width of 25 percent of the length of the wall where the opening protective assembly has been tested inaccordance with ASTM E 119 or UL 263 and has a minimum fire-resistance rating not less than the fire-resistance rating of the wall.4. Fire window assemblies permitted in atrium separation walls shall not be limited to a maximum aggregate width of 25 percent of the length of the wall.
C. Doors shall have a fire protection rating per IBC Table 716.4 and be self- or automatic closing per Section 716.5.9.1. Single fire doors and both leaves of pairs of side-hinged swinging fire doors shall be provided with an active latch bolt that will secure the door when it is closed per IBCSection 716.5.9.1.2. Smoke-activated doors. Automatic-closing doors installed in the following locations shall be automatic-closing by the actuation of smoke detectors installed in accordance withSection 907.3 or by loss of power to the smoke detector or hold-open device. Doors that are automatic-closing by smoke detection shall not have more than a 10-second delaybefore the door starts to close after the smoke detector is actuated:i. Doors installed across a corridor.ii. Doors that protect exits or corridors required to be of fire resistance rated construction.iii. Doors that protect openings in walls that are capable of resisting the passage of smoke in accordance with Section 509.4.3. 1-Hour Fire Barrier doors shall have a 3/4 Hour assembly rating.4. 2-Hour Fire Barrier doors shall have a 1-1/2 Hour assembly rating.5. 3-Hour and 4-Hour Fire Barrier doors shall have a 3 Hour assembly rating.
D. Fire window assemblies are not permitted in 1-Hour or greater assembly rating fire barriers in accordance with Table 716.6. 3/4 hour fire window assemblies are permitted in1-Hour fire barriers separating incidental use areas indicated in Table 509 and mixed occupancy separations required by Table 508.4.1. Exception per Section 716.2: Fire-resistance-rated glazing tested as part of a fire-resistance-rated wall assembly in accordance with ASTM E 119 or UL 263 and labeled inaccordance with IBC Section 703.6.2. Per IBC Section 716.6.7, fire-protection-rated glazing used in interior fire window assemblies located in fire partitions and fire barriers shall be limited to use in assemblies witha maximum fire-resistance rating of 1 hour.i. Where 3/4 hour fire protection window assemblies permitted, fire-protection-rated glazing requiring 45-minute opening protection in accordance with Table 716.6 shall belimited to fire partitions designed in accordance with Section 708 and fire barriers utilized in the applications set forth in Sections 707.3.7 (incidental accessory occupancies) and707.3.9 (separated occupancies) where the fire-resistance rating does not exceed 1 hour.ii. The total area of glazing in fire protection rated windows assemblies shall not exceed 25 percent of the area of a common wall with any room per IBC Section 716.6.7.2.
3. Per IBC Section 716.6.4, glazing in fire window assemblies shall be fire-protection-rated glazing installed in accordance with and complying with the size limitations set forth inNFPA 80.
E. Doors may have glass panels complying with the following:1. 3/4 Hour assembly rating doors/sidelite/transom may have up to the maximum size tested fire protection rated glazing impact tested in accordance with CPSC 16 CFR 1201.2. Per IBC Section 716.5.8.1.2.2, 1-1/2 Hour assembly rating doors may have up to 100 square-inch fire protection rated glazing impact tested in accordance with CPSC 16 CFR1201. Fire protection rated sidelites and transom panels are not permitted in 1-1/2 Hour doors except where fire resistance rated glazing tested to ASTM E 119 is provided.3. Door vision panels and sidelite and transom panels are not permitted in 3 Hour assembly rating doors except where fire resistance rated glazing tested to ASTM E 119 isprovided.
F. Penetrations of fire barrier shall comply with IBC Section 714.1. Seal all pipe and conduit penetrations and around all ducts without dampers with an approved firestop system installed as tested in accordance with ASTM E814 or UL 1479as specified.2. Dampers at duct penetrations shall be mounted and sealed in wall with factory fabricated sleeves and perimeter mounting angles.3. Seal top of wall to floor or roof deck with a fire-resistant joint system tested in accordance with the requirements of either ASTM E 1966 or UL 2079 as specified.
G. Joints made in or between fire barriers, and joints made at the intersection of fire barriers with underside of a fire-resistance rated floor or roof sheathing, slab, or deck above,and the exterior vertical wall intersection shall comply with IBC Section 715.1. Voids at intersections, IBC Section 707.9. The voids created at the intersection of a fire barrier and a non-fire-resistance-rated roof assembly shall be filled. An approvedmaterial or system shall be used to fill the void, shall be securely installed in or on the intersection for its entire length so as not to dislodge, loosen or otherwise impair its ability toaccommodate expected building movements and to retard the passage of fire and hot gases.
H. Ducts and air transfer openings of fire barriers shall be protected with approved fire dampers complying with the following: 1-1/2 hour rated for 1- Hour and 2-Hour FireBarriers, 3 hour rated for 3-Hour and 4-Hour Fire Barriers. The fire damper actuating device shall comply with IBC Section 717.3.3.1.Exception: Fire dampers are not required at penetrations of fire barriers where any of the following apply:1. Penetrations are tested in accordance with ASTM E 119 or UL 263 as part of the fire-resistance-rated assembly.2. Ducts are used as part of an approved smoke control system in accordance with Section 909 and where the use of a fire damper would interfere with the operation of a smokecontrol system.3. Such walls are penetrated by ducted HVAC systems, have a required fire-resistance rating of 1 hour or less, are in areas of other than Group H and are in buildings equippedthroughout with an automatic sprinkler system in accordance with Section 903.3.1.1 or 903.3.1.2. For the purposes of this exception, a ducted HVAC system shall be a duct systemfor conveying supply, return or exhaust air as part of the structure’s HVAC system. Such a duct system shall be constructed of sheet steel not less than 26 gage thickness and shallbe continuous from the air-handling appliance or equipment to the air outlet and inlet terminals.
I. Fire Barrier/Smoke Separations at Corridors: Air transfer openings of fire barrier walls that form Corridors and that have ducts with openings serving both the Corridor and anadjacent space shall be protected with fire dampers as indicated above in Paragraph H and protected with smoke dampers or combination fire/smoke dampers. The damperactuating device shall comply with IBC Section 717.3.3.
UP
6
7
5
4
3
2
1
HA B C D E F G
8
9
10
1
1 REMOVE STUD WALL IN ITS ENTIRETY
1
2
2 REMOVE DOOR AND ASSOCIATED HARDWARE AND FRAME
2
2
4' - 4" 6' - 4"
3
3 REMOVE PORTION OF STUD WALL AS INDICATED IN PREPARATION FOR NEW DOOR OPENING
2
4 REMOVE CEILING PADS AND GRID IN ITS ENTIRETY.
44
4
5
5 REMOVE BULKHEAD AND ASSOCIATED CEILING PADS AND GRID IN ITS ENTIRETY.
6 REMOVE CARD READER AND ASSOCIATED MAGNETIC LOCK AND RETURN TOOWNER IN GOOD WORKING ORDER.
6
6
DEMOLITION KEY NOTES
8' - 0" 3' - 4"
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7
7 SAWCUT CONCRETE SLAB. SEE PLUMBING.
HATCHED AREA TO REMAINOPERATIONAL UNTIL NEW SECUREPRINT ROOM 020 IS FULLYOPERATIONAL. THIS SPACE MUSTREMAIN PHYSICALLY SECURE DURINGALL DEMOLITION AND CONSTRUCTION.DUE TO SENSITIVE NATURE OF PRINTEQUIPMENT, THE DEMOLITION AND NEWCONSTRUCTION TO EXPANDMECHANICAL ROOM 009 MUST BESEALED OFF FROM THE OPERATIONALAREAS OF THE SPACE.
8
8 REMOVE HIGH DENSITY FILING CABINET AND DISPOSE OFF-SITE
1
1
1
2
2
8
8
AREA A/PHASE 1 DEMOLITION AND NEWCONSTRUCTION MUST BE COMPLETE PRIORTO STARTING ON AREA B/PHASE 2.
DEMOLITION GENERAL NOTES
A. DEMOLITION GENERAL NOTES APPLY TO ALL DEMOLITION SHEETS.B. COORDINATE DEMOLITION AND PHASING EFFORTS WITH ARCHITECT
AND OWNER'S REPRESENTATIVES. EVERY EFFORT SHALL BE MADETO MINIMIZE DISRUPTION OF OWNER'S OPERATIONS AND TO PROVIDEBUILDING USER'S SAFETY. EXCESSIVE NOISE OR VIBRATION SHALL BEPRE-APPROVED AND COORDINATED WITH OWNER'SREPRESENTATIVE. SEE SPECIFICATION SECTION 011001"PROCEDURES AND GUIDELINES FOR WORKING IN AN ACTIVE DATACENTER".
C. COORDINATE DISRUPTION OF UTILITY SERVICES WITH OWNER AND ASSPECIFIED.
D. CONSTRUCT TEMPORARY CONSTRUCTION PARTITIONS WITHINEXISTING BUILDING WHICH OFFER A ONE-HOUR ENCLOSURE TOISOLATE DEMOLITION AND CONSTRUCTION WORK FROM GENERALPUBLIC AND AS DEEMED NECESSARY BY OWNER AND CODE OFFICIALHAVING JURISDICTION. COORDINATE LOCATIONS WITH OWNER ANDMAINTAIN MEANS OF EGRESS THROUGHOUT THE WORK.
E. MAINTAIN A SECURE AND WEATHER-TIGHT ENCLOSURE.F. VERIFY EXISTING CONDITIONS, DIMENSIONS, AND ELEVATIONS AND
NOTIFY ARCHITECT OF DISCREPANCIES.G. REMOVE EXISTING WALLS, DOORS, MILLWORK, PLUMBING FIXTURES,
CEILINGS, SOFFITS, MARKERBOARDS, ETC. IN THEIR ENTIRETY ANDAS REQUIRED TO EXECUTE DEMOLITION AND CONSTRUCTIONWORK DESCRIBED ON THE DRAWINGS AND DISPOSE OFF-SITE.
H. THE OWNER SHALL RESERVE THE RIGHT TO SALVAGE ANYMATERIALS.
I. PROVIDE PROTECTION FOR EXISTING BUILDING MATERIALS ANDEQUIPMENT FROM DAMAGE DUE TO DEMOLITION OR CONSTRUCTION-RELATED INCIDENT PERFORMED UNDER THIS CONTRACT.
J. REPAIR OR REPLACE ITEMS DAMAGED AS A RESULT OF DEMOLITIONOR CONSTRUCTION TO MATCH EXISTING FINISH AND /OR CONDITION.
K. EXISTING MATERIALS SHALL NOT BE REUSED UNLESS NOTEDOTHERWISE OR AS AUTHORIZED BY ARCHITECT.
L. VERIFY AND MAINTAIN LOCATION OF EXISTING POWER,COMMUNICATION AND DATA CABLES TO PREVENT INTERRUPTION OFSERVICE.
M. PATCH FLOOR, WALL AND CEILING PENETRATIONS RESULTING FROMREMOVAL OR REROUTING OF NEW OR EXISTING PIPING, DUCTWORK,CONDUIT, ETC. AS REQUIRED TO MAINTAIN FIRE SEPARATIONS.MATCH FINISH OF NEW OR EXISTING ADJACENT SURFACES.
N. CAP DISCONNECTED MECHANICAL PIPING LINES WITHIN WALL ORFLOOR. PATCH AND FINISH AS REQUIRED TO MATCH NEW OREXISTING ADJACENT SURFACES.
O. SEE MECHANICAL AND ELECTRICAL DRAWINGS AND NOTES FORFURTHER SEQUENCING AND SCOPE OF WORK.
P. AVOID DISTURBING OF SOILS WITHIN ZONE OF INFLUENCE AROUNDEXISTNG FOOTINGS AND FLOOR SLABS AS DIRECTED BYGEOTECHNICAL ENGINEER.
Q. WHERE CMU WALLS ARE INDICATED TO BE REMOVED; PREPAREADJACENT WALLS TO RECEIVE NEW PATCH/FINISH BY REMOVINGCMU IN TOOTH-IN PATTERN BOTH SIDES OF DEMOLITION FORCONTRACTOR TO TOOTH IN NEW CMU PATCHES.
R. WHERE PLASTER/STUD WALLS ARE INDICATED TO BE REMOVED;PREPARE ADJACENT WALLS TO RECEIVE NEW PATCH/FINISH BYSAWCUTTING ADJACENT PLASTER FINISH A MINIMUM OF 12 INCHESBEYOND DEMOLITION.
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EMO
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NORTHSCALE: 1/8" = 1'-0"DEMOLITION PLAN, LOWER LEVEL -AREA A
UP
6
7
5
4
3
2
1
H I J K L M
8
1
1 REMOVE STUD WALL IN ITS ENTIRETY
2 REMOVE DOOR AND ASSOCIATED HARDWARE AND FRAME
2
3
4
3 REMOVE TOILET PARTITIONS IN THEIR ENTIRETY
4 REMOVE RESTROOM VANITY AND ASSOCIATED PLUMBING
5 REMOVE ELECTRIC WATER COOLER AND RETURN TO OWNER
4
3
25
2
1
2
2
6 REMOVE CMU WALL IN ITS ENTIRETY
7
7 REMOVE DOOR, ASSOCIATED HARDWARE AND FRAME WITH SIDELIGHT
7
1
1
1
1
12
1
1
1
1 11
2
2
1
2
2
2
1
1
1
2
2
8 REMOVE CEILING PADS AND ASSOCIATED GRID IN ITS ENTIRETY
8
9
9 REMOVE VCT FLOORING MATERIAL IN ITS ENTIRETY. REMOVE ADHESIVE ANDCLEAN SURFACE READY FOR INSTALLATION OF NEW FLOORING MATERIAL - SEEROOM FINISH SCHEDULE FOR FLOORING TYPE
10
10 REMOVE CASEWORK IN ITS ENTIRETY INCLUDING ASSOCIATED PIPING
11 REMOVE SINK IN ITS ENTIRETY INCLUDING ASSOCIATED PIPING
1111
8
9
8
9
8
9
8
9
12 REMOVE GWB CEILING AND FRAMING IN ITS ENTIRETY
12 12
8
9
13 REMOVE CARD READER AND ASSOCIATED MAGNETIC LOCK AND RETURNTO OWNER IN GOOD WORKING CONDITION.
13
13
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A B
MATC
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REA
AMA
TCHL
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- ARE
A B
DEMOLITION KEY NOTES
14 SAW CUT CONCRETE SLAB TO EXTENTS SHOWN - USE WET SAW TOMINIMIZE DUST - SEE STRUCTURAL. LOCATE EXISTING CONDUIT PRIORTO DEMOLITION AND PROTECT FROM DAMAGE.
14
4' - 0"
39' -
3 7/8"
1
15' - 6"
15' -
6"
1415' - 6"
15' -
6"
1414
14 14 14
6
6
55/ A
11.1
5' - 1
9/16
"
1
1 15
9
9
215
15 REMOVE HM WINDOW FRAME IN ITS ENTIRETY
2
EXISTING UPS
EXISTINGN UPS ROOM MUST BE SEALED(INCLUDING AHU'S SERVING THIS ROOM)AND PROTECTED FROM DUST DURING ALLDEMOLITION AND CONSTRUCTION
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STAT
E O
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EBR
ASKA
501
BU
ILD
ING
REN
OVA
TIO
ND
EMO
LITI
ON
PLA
N, L
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EVEL
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DA
1.0B
2017
PRIN
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DEF
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NORTHSCALE: 1/8" = 1'-0"DEMOLITION PLAN, LOWER LEVEL -AREA B
REF
.
UP
UP
CART STORAGE022A
HALL023
WOMEN'S024
MEN'S025
JAN026
BREAK ROOM027
FUTURE UPS028
ELECTRICAL029
CORRIDOR041
CORRIDOR022
CG
CG
CG
CG
CG
CR
PHASE No 1 SCOPE OF WORKWORK TO COMMENCE JUNE 1, 2017AND BE COMPLETE DECEMBER 1, 2017
PHASE No. 2 SCOPE OF WORKWORK TO COMMENCE DECEMBER 2, 2017 AND BECOMPLETE JUNE 1, 2018
MATC
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E - A
REA
AMA
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- ARE
A B
MATC
HLIN
E - A
REA
AMA
TCHL
INE
- ARE
A B
122 SF
RECORDS STORAGE007
130 SF
CART STORAGE004
780 SF
MECHANICAL009
262 SF
RECEPTION006
138 SF
OFFICE010
475 SF
CONFERENCE012
59 SF
FILES008C
1998 SF
PRE-PRESS/DIGITAL GRAPHICS016
688 SF
OPEN OFFICE008
519 SF
CORRIDOR001
1878 SF
SECURED PRINT020
684 SF
COLOR COPY019
251 SF
SECURED STORAGE021
332 SF
HALL005
117 SF
OFFICE014
138 SF
OFFICE008A
67 SF
SCHED.017
94 SF
OFFICE018
120 SF
HALL008B
158 SF
OFFICE011
117 SF
OFFICE015
110 SF
CART STORAGE002
72 SF
ELEC/DATA003
4467 SF
FUTURE031
NEW SECURE PRINT ROOM TOBE COMPLETED AND FULLYOPERATIONAL PRIOR TODEMO'ING ITS CURRENTLOCATION
PHASING NOTES & KEY
AREA A / PHASE 1 - THIS AREA NEEDS TO BE COMPLETED BEFORE DECEMBER 1, 2017 AND PRIOR TO DEMOLITION OF AREA B.
AREA B / PHASE 2- THIS AREA WORK TO COMMENCE DECEMBER 2, 2017 AND BE COMPLETE BY JUNE 1 2018.
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PH1.
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NORTHSCALE: 1" = 10'-0"PHASING PLAN, LOWER LEVEL - AREAS A & B
REF
.
UP
UP
CART STORAGE022A
HALL023
WOMEN'S024
MEN'S025
JAN026
BREAK ROOM027
FUTURE UPS028
ELECTRICAL029
CORRIDOR041
CORRIDOR022
CG
CG
CG
CG
CG
CR
MATC
HLIN
E - A
REA
AMA
TCHL
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- ARE
A B
MATC
HLIN
E - A
REA
AMA
TCHL
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- ARE
A B
LUMP SUM BASE BID A:BREAK OUT No. A1: PROVIDE THE COST FOR THE WORK ASSOCIATED WITH BREAK ROOM 027.
122 SF
RECORDS STORAGE007
130 SF
CART STORAGE004
780 SF
MECHANICAL009
262 SF
RECEPTION006
138 SF
OFFICE010
475 SF
CONFERENCE012
59 SF
FILES008C
1998 SF
PRE-PRESS/DIGITAL GRAPHICS016
688 SF
OPEN OFFICE008
519 SF
CORRIDOR001
1878 SF
SECURED PRINT020
684 SF
COLOR COPY019
251 SF
SECURED STORAGE021
332 SF
HALL005
117 SF
OFFICE014
138 SF
OFFICE008A67 SF
SCHED.017
94 SF
OFFICE018
120 SF
HALL008B
158 SF
OFFICE011
117 SF
OFFICE015
110 SF
CART STORAGE002
72 SF
ELEC/DATA003
FUTURE031
LUMP SUM BASE BID B:BREAK OUT No. B2: PROVIDE THE COST FOR THE WORK ASSOCIATED WITH THE STRUCTURAL DEFICIENCY IN AREA B, EXCLUDINGBREAK ROOM/027, WOMEN'S RESTROOM/024, MEN'S RESTROOM/025, AND JANITOR ROOM/026.
LUMP SUM BASE BID B:BREAK OUT No. B2: PROVIDE THE COST FOR THE WORK ASSOCIATED WITH THE ADA UPGRADES IN RESTROOMS 024, 025, AND JANITOR 026
BREAK OUT COST LEGEND:
NOTE: BREAK OUT COSTS ASSOCIATED WITH THE LUMP SUM BASE BIDS. SEE SPECIFICATION SECTION 004113PROPOSAL FORM.
EXISTING PRINT SHOP
LUMP SUM BASE BID B:BREAK OUT No. B3: PROVIDE THE COST FOR THE WORK ASSOCIATED WITH THE HVAC IN AREA A.
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NORTHSCALE: 1/16" = 1'-0"COST BREAK OUT PLAN, LOWER LEVEL - AREAS A & B
BA C C.1
5/8" GYPSUM WALL BOARD
3 5/8" METAL STUD
16 GAUGE STEEL MESH
DEMOUNTABLE WALL PANELOWNER PROVIDED/OWNER INSTALLED
5/8" GYPSUM WALL BOARD
3 5/8" METAL STUD
SOUND BATT INSULATION @ C.1SOUND BATT INSULATION
4 7/8"
5"2 1/2"
D
5/8" GYPSUM WALL BOARD
3 5/8" METAL STUD
E
(2) LAYERS 5/8" GYPSUM WALL BOARD BOTH SIDES
3 5/8" METAL STUD
SOUND BATT INSULATION @ C.1
6 1/8"
F
5/8" GYPSUM WALL BOARD
6" COLD FORMED METAL STUD
SOUND BATT INSULATION
7 1/4"
G
5/8" GYPSUM WALL BOARD
6" METAL STUD
SOUND BATT INSULATION
7 9/16
"
16 GAUGE STEEL MESH
ROOM FINISH SCHEDULE GENERAL NOTES
A. ROOM FINISH SCHEDULE GENERAL NOTES APPLY TOALLROOM FINISH SCHEDULE SHEETS.
B. SEE SPECIFICATIONS FOR PAINTING OF ITEMS NOT NOTED INTHE ROOM FINISH SCHEDULE.
C. EXPOSED CONCRETE FLOOR SLABS NOT SCHEDULED TORECEIVE A FINISH SHALL RECEIVE A CURING AND SEALINGCOMPOUND UNLESS OTHERWISE NOTED.
D. ALL GYPSUM WALLBOARD BULKHEADS SHALL BE PAINTED P-3UNLESS OTHERWISE NOTED.
E. CEILING HEIGHTS, AS NOTED ON THE REFLECTED CEILING,PLANS ARE MEASURED FROM THE FINISH FLOOR OF THEROOM.
F. CONTRACTOR SHALL FURNISH AND INSTALL WALL BASEAROUND CASEWORK AND MILLWORK.
G. WHERE FLOOR FINISH CHANGES FROM ONE ROOM TOANOTHER, SET JOINT OF THE MATERIALS AT THE CENTER OFTHE COMMUNICATING DOOR.
H. SEE REFLECTED CEILING PLANS FOR CEILING TYPES ANDHEIGHT.
METAL DECK
STEEL JOISTSEE STRUCTURAL
SEALANT ATPENETRATIONS
GWB, SEE WALLTYPES FORTHICKNESS ANDNUMBER OFLAYERSMETAL STUDS,SEE WALLTYPESFOR SIZE ANDGAUGE
SCRIBE TO IRREGULARITIES OF DECK
1"
BOTTOM OF METAL DECKOR FLOOR
16 GA RECEIVERCHANNEL CONT W/2 1/2" MIN LEGS
NO CONNECTION BETWEENCHANNEL AND TRACK
3/16" DIA x 1 1/4" SCREWANCHORS @ FLOORS, NO8x18 SCREWS @ ROOF @2'-8" OC MAX
STABILIZE STUDS AT TOPW/ CONT CHANNEL ANDBRIDGE CLIP AT EACH STUD
GWB
FIN CLG - SEE ROOM FINISH SCHEDULESCHEDULE FOR HEIGHT
1"4"
MIN
ROOM FINISH SCHEDULE SPECIFIC NOTES(these notes are referenced in the “comments” column of the roomfinish schedules)
FLOOR NOTES:
F1. REFER TO FLOOR PLAN SHEETS FOR SPECIFIC FLOOR FINISHLOCATIONS.
F2. CARPET PROVIDED BY OWNER.
F3. REFER TO FLOOR PLAN SHEETS FOR FLOOR FINISH TILEDIRECTION.
F4. THIN-SET CERAMIC TILE FLOORS.
WALL NOTES:
W1. REFER TO FLOOR PLAN SHEETS FOR SPECIFIC WALL FINISHLOCATIONS.
W2. RESILIENT WALL COVERING WAINSCOT TO 3'-6" ABOVE FINISHFLOOR.
W3. REFER TO A11 SERIES SHEET FOR WALL TILE ELEVATION.
W4. INTEGRAL ERF COVE BASE.
METAL DECK
STEEL JOISTSEE STRUCTURAL
FIRE-RATED SEALANTAT PENETRATIONS
GWB, SEE WALLTYPES FORTHICKNESS ANDNUMBER OFLAYERSMETAL STUDS,SEE WALLTYPESFOR SIZE ANDGAUGE
GENERAL NOTES
A. GENERAL NOTES APPLY TO ALL SHEETS.B. DIMENSIONS ARE ACTUAL AND ARE TO FACE OF STUDS, FACE
OF CONCRETE WALLS, FACE OF CMU WALLS, FACE OF FRAMESOR CENTERLINE OF COLUMNS, UNLESS NOTED OTHERWISE.
C. NOT USED.D. WALL TYPES SHALL BE DESIGNATED ON FLOOR PLANS THUS
x . SEE SHEET A0.1 FOR WALL TYPES.E. INTERIOR STUD WALLS SHALL EXTEND TO UNDERSIDE OF
FLOOR OR ROOF DECK ABOVE UNLESS NOTED OTHERWISE.SEE REFLECTED CEILING PLAN NOTES.
F. PROVISIONS SHALL BE MADE AT FULL HEIGHT NONBEARINGWALLS FOR 1-INCH VERTICAL MOVEMENT OF BUILDINGSTRUCTURE WITHOUT TRANSFER OF COMPRESSIVE LOADS TOWALL. FILL IRREGULARITIES BETWEEN TOP OF WALL AND DECKABOVE WITH FIRE SAFING INSULATION OR FIRE STOPPINGMATERIALS AS REQUIRED TO MEET FIRE RATING OFRESPECTIVE WALLS. SEE DETAILS ON SHEET A0.1.
G. SEE SHEET CP1.1 FOR LOCATION OF FIRE-RESISTANCE-RATEDWALLS. WALLS OF FIRE-RESISTANCE-RATED CONSTRUCTIONSHALL EXTEND TO UNDERSIDE OF FLOOR OR ROOF DECKABOVE. SEE DETAIL 41/A0.1 FOR HEAD TO DECK CONNECTION.
H. SEAL PENETRATIONS THROUGH FIRE-RESISTANCE-RATEDCONSTRUCTIONS WITH THROUGH- PENETRATION FIRESTOPMATERIAL AS REQUIRED TO ACHIEVE RESPECTIVE FIRE-RESISTIVE RATING AND SMOKE STOPPAGE.
I. SEE STRUCTURAL DRAWINGS FOR BRACING OF NONLOADBEARING MASONRY WALLS.
J. FURNISH AND INSTALL FIRE-RETARDANT-TREATED WOODBLOCKING OR METAL BACKING PLATE IN STEEL STUDPARTITIONS FOR PROPER ANCHORAGE OF WALL ATTACHEDITEMS; I.E. TOILET ACCESSORIES, TOILET PARTITIONS,CASEWORK, MILLWORK, WALL-MOUNTED FIXTURES,MARKERBOARDS, TACKBOARDS, DOOR STOPS, AUDIO VISUALBRACKETS, ETC.
K. GYPSUM BOARD AND PLASTER SURFACES SHALL BE ISOLATEDWITH CONTROL JOINTS WERE INDICATED ON DRAWINGSAND/OR AS DESCRIBED IN THE SPECIFICATIONS.
L. MASONRY CONTROL JOINTS (CJ) AND CONTROL JOINTS ABOVE(CJA) SHALL BE LOCATED AS INDICATED ON FLOOR PLANS ANDBUILDING ELEVATIONS, AND WHERE LARGE PLUMBING VENTSOR RISERS OCCUR IN SINGLE WYTHE MASONRY WALLS, ANDWHERE MASONRY WALLS BEARING ON CONCRETE FLOORSLABS ABUT MASONRY WALLS BEARING ON CONCRETEFOOTINGS OR AS INDICATED ON DRAWINGS.
M. THE OWNER SHALL FURNISH AND CONSTRACTOR SHALLINSTALL THE FOLLOWING: 1. CARPET.
N. INCLUDE OWNER-FURNISHED AND INSTALLED ITEMS ANDOWNER FURNISHED AND CONTRACTOR INSTALLED ITEMS INTHE CONSTRUCTION SCHEDULE, AND COORDINATE WITHOWNER TO ACCOMMODATE THESE ITEMS.
O. COORDINATE MECHANICAL CHASE SIZES WITH MECHANICALCONTRACTOR.
P. COORDINATE WITH MECHANICAL AND ELECTRICALCONTRACTORS SIZE AND LOCATION OF EQUIPMENT PADSINDICATED ON FLOOR PLANS.
Q. “MBD AND TBD” INDICATE MARKERBOARDS AND TACKBOARDSON FLOOR PLANS. LENGTH PRECEDES THE DESIGNATION(EXAMPLE 16’ MBD). BOARDS ARE 48 INCHES TALL. SEE WALLELEVATIONS OR SPECIFICATIONS FOR MOUNTING HEIGHT.
R. NOT USED.S. EXTEND FURRING CHANNELS AND GYPSUM BOARD UP MINIMUM
4 INCHES ABOVE FINISHED CEILING ON CMU WALLS.T. FIRE-RATED ENCLOSURES AROUND STEEL COLUMNS SHALL BE
CONTINUOUS FROM FLOOR TO UNDERSIDE OF FLOOR OR ROOFDECK ABOVE FOR EACH LEVEL.
U. SCRIBE GYPSUM BOARD OF WALL AND PARTITIONS TOIRREGULARITIES OF DECK ABOVE. SEAL TIGHTLY AROUNDPENETRATIONS.
6"
1' - 1"
AT GWB WALL
GWB/METAL STUD WALL - SEE PLANSFOR WALL TYPE
6"
10 1/2" RO
1' - 1"
2 1/2"
4" R
O
6 1/2"
TO MAINTAIN A 1-HOUR RATING BEHINDFEC'S AT AN 8" CMU WALL, EITHERPROVIDE A 4" SOLID BLOCK OR AN 8"CUT CMU W/ 2" SOAPS AND ALL VOIDSGROUTED SOLID
NOTE:VERIFY ROUGH OPENING DIMENSIONWITH CABINET MFR - TOP OF RO @ 4'-8" AFF
AT CMU WALL
6 1/2"
2 1/2"
4" R
O
10 1/2" RO
3 5/8" x 20GA METAL STUD BRACING@ 32" O.C.
3 5/8" x 20GA METALSTUDS @ 16" O.C.
5/8" GWB
SUSP APC
FINISH CEILINGAS SCHEDULED
4"4"
3 5/8" x 20GA METAL STUD BRACING@ 32" O.C.
3 5/8" x 20GA METALSTUDS @ 16" O.C.
5/8" GWB
SUSP APC
FINISH CEILINGAS SCHEDULED
4"4"
FINISH CEILINGAS SCHEDULED
INTERIOR FINISH ABBREVIATIONSABBREV. DESCRIPTIONCPT CARPETCT-1 CERAMIC TILE - 1ERF-1 EPOXY RESIN FLOOR - 1HPC-1 HIGH PERFORMANCE COATING - 1LVT-1 LUXURY VINYL TILE - 1 P-1 PAINT -1P-3 PAINT - 3P-4 PAINT - 4PT-1 PORCELAIN TILE - 1RB-1 RUBBER (WALL) BASE - 1RWC-1 RESISTANT (ABUSE) WALL COVERING - 1SEAL CONC SEALED CONCRETEVWC-1 VINYL WALL COVERING - 1
D
F
F
EXISTING COLUMN
CONTINUOUS WALL GUARD
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Eng
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STAT
E O
F N
EBR
ASKA
501
BU
ILD
ING
REN
OVA
TIO
NR
OO
M F
INIS
H S
CH
EDU
LE, G
ENER
AL N
OTE
S, W
ALL
TYPE
S &
DET
AILS
A0.
1
2017
PRIN
TSH
OP
BUIL
D O
UT
& ST
RU
CTU
RAL
DEF
ICIE
NC
Y R
ENO
VATI
ON
_ROOM FINISH SCHEDULE_BP1
ROOMFLOOR FINISH BASE FINISH
WALLCeiling Finish COMMENTSNUMBER NAME MATERIAL NORTH EAST SOUTH WEST
001 CORRIDOR ERF-1/LVT-1 -/RB-1 GWB/CMU RWC-1 RWC-1/VWC-1 RWC-1 RWC-1 - F1, F3, W1,W2, W4002 CART STORAGE ERF-1 - GWB/CMU RWC-1/P-1 RWC-1/P-1 RWC-1/P-1 RWC-1/P-1 - W2, W4003 ELEC/DATA SEAL CONC RB-1 GWB/CMU P-1 P-1 P-1 P-1 -004 CART STORAGE ERF-1 - GWB/CMU RWC-1/P-1 RWC-1/P-1 RWC-1/P-1 RWC-1/P-1 - W2, W4005 HALL SEAL CONC RB-1 GWB HPC-1 HPC-1 HPC-1/VWC-1 HPC-1 - W1006 RECEPTION CPT RB-1 GWB P-1 P-1 P-1 P-1 - F2007 RECORDS STORAGE CPT RB-1 GWB/CMU P-1 P-1 P-1 P-1 - F2008 OPEN OFFICE CPT RB-1 GWB P-1 P-1 P-1 P-1 - F2
008A OFFICE CPT RB-1 GWB P-1 P-1 P-1 P-1 - F2008B HALL CPT RB-1 GWB P-1 P-1 P-1 P-1 - F2008C FILES CPT RB-1 GWB P-1 P-1 P-1 P-1 - F2009 MECHANICAL SEAL CONC RB-1 GWB/CMU P-1 P-1 P-1 P-1 -010 OFFICE CPT RB-1 GWB/CMU P-1 P-1 P-1 P-1 - F2011 OFFICE CPT RB-1 GWB/CMU P-1 P-1 P-1 P-1 - F2012 CONFERENCE CPT RB-1 GWB/CMU P-1 P-1 P-1 P-1 - F2014 OFFICE CPT RB-1 GWB P-1 P-1 P-1 P-1 - F2015 OFFICE CPT RB-1 GWB P-1 P-1 P-1 P-1 - F2016 PRE-PRESS/DIGITAL GRAPHICS SEAL CONC RB-1 GWB/CMU HPC-1 HPC-1 HPC-1/VWC-1 HPC-1/VWC-1 - W1017 SCHED. SEAL CONC RB-1 GWB P-1 P-1 P-1 P-1 -018 OFFICE CPT RB-1 GWB P-1 P-1 P-1 P-1 - F2019 COLOR COPY SEAL CONC RB-1 GWB/CMU P-1 P-1 P-1 P-1 -020 SECURED PRINT SEAL CONC RB-1 GWB/CMU HPC-1 HPC-1 HPC-1 HPC-1 -021 SECURED STORAGE SEAL CONC RB-1 GWB/CMU P-1 P-1 P-1 P-1 -022 CORRIDOR ERF-1 - EXIST RWC-1/P-1 RWC-1/P-1 RWC-1/P-1 RWC-1/P-1 - W2, W4
022A CART STORAGE ERF-1 - EXIST/GWB RWC-1/P-1 RWC-1/P-1 RWC-1/P-1 RWC-1/P-1 - W2, W4023 HALL ERF-1 - EXIST HPC-1 HPC-1 HPC-1 HPC-1 - W4024 WOMEN'S PT-1 PB-1 GWB CT-1/P-1 CT-1/P-1 CT-1/P-1 CT-1/P-1 P-3 F3, F4,W3025 MEN'S PT-1 PB-1 GWB CT-1/P-1 CT-1/P-1 CT-1/P-1 CT-1/P-1 P-3 F3, F4, W3026 JAN SEAL CONC RB-1 GWB P-1 P-1 P-1 P-1 -027 BREAK ROOM LVT-1/CPT RB-1 GWB P-1 P-4 P-1 P-1/CT-1 - F1, F2, F3,W1028 FUTURE UPS SEAL CONC RB-1 GWB/EXIST P-1 P-1 P-1 P-1 -029 ELECTRICAL SEAL CONC RB-1 GWB/EXIST P-1 P-1 P-1 P-1 -031 FUTURE041 CORRIDOR ERF-1 - GWB HPC-1 HPC-1 HPC-1 HPC-1 - W4
SCALE: 1 1/2" = 1'-0"WALL TYPES
SCALE: 1 1/2" = 1'-0"A0.131 NON RATED WALL TO DECK CONNECTION
SCALE: 1 1/2" = 1'-0"A0.132 NON-RATED STUD SLIP CONNECTION
21A0.1
SCALE: 1 1/2" = 1'-0"A0.141 GWB FIRESMOKE STOP
NO SCALEA0.1
42 FEC DETAILS
SCALE: 1 1/2" = 1'-0"A0.151 GWB BULKHEAD
SCALE: 1 1/2" = 1'-0"A0.152 GWB BULKHEAD
SCALE: 1 1/2" = 1'-0"A0.143 PLAN DETAIL
CR
CR
CR
CR
CR
UP
RECORDSSTORAGE
007
CART STORAGE004
MECHANICAL009
RECEPTION006
OFFICE010
CONFERENCE012
FILES008C
PRE-PRESS/DIGITALGRAPHICS
016
OPEN OFFICE008
CORRIDOR001
SECUREDPRINT
020
COLOR COPY019
SECUREDSTORAGE
021
17' -
5 1/8"
16' -
9 7/8"
003
004
006
007
009
011
012
005
019
016
021
HALL005
CG
CG
C.1
AAA
A
A
A
C.1
C.1
C.1C.1
B
B
OFFICE014
OFFICE008A
44' -
1 13/1
6"10
' - 0" 25' - 0"
OFFICE018
A
A A
C
G
HALL008B
014018CG
CG
FILE
S
FILE
S VWC-
1FU
LL H
GT
VWC-1FULL HGT
11' -
8 7/8"
OFFICE011
16' - 0" 14' - 0" 12' - 0"
10' - 0" 7' - 0" 6' - 4 1/2" 12' - 0" 12' - 0" 13' - 10 7/8" 15' - 10 3/4" 7' - 10 7/8"
015
010
008B
14' -
9"39
' - 9"
C.1
A
A
D
5'-0" HGTPARTITION
FD
30' -
0"7'
- 8 7/
8"10
' - 0"
6' - 4
7/8"
15' - 8 3/4"
FEC
FEC
FECFEC
OFFICE015
REPAIR AND PATCH GWB WALL READYFOR FINISH MATERIAL
005A
MATC
HLIN
E - A
REA
AMA
TCHL
INE
- ARE
A B
MATC
HLIN
E - A
REA
AMA
TCHL
INE
- ARE
A B
SCHED.017
C.1
AIR SHAFT OPEN TO ABOVE
23' - 0"
7' - 6
"
4" CONCHOUSEKEEPINGPAD
001
002
CART STORAGE002
ELEC/DATA003
CONT WALL GUARD
A
A
ERF
LVT
LVT
DIR.
CG020
2' - 4"
EXISTING PRINTSHOP
A0.142
A0.142
A0.142
A0.142
4' - 1"
3' - 0"
D8" CMU
REPAIR GWB WALL AFTER DEMOLITIONOF HIGH DENSITY STORAGE UNIT
C
C
C
CC
C
B
43' - 1 1/8"
24' - 10 7/8"
E
10' -
9"
8' - 1 1/4"
5' - 1
1/4"
1' - 2"2' - 11 11/16"
G
4" STL TUBE
4" STLTUBE
Arch
itect
ure
Eng
inee
ring
Pla
nnin
g In
terio
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©
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Gro
up in
c., a
Neb
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rpor
atio
n, A
LL R
IGH
TS R
ESER
VED
KEY PLAN
BA
NORTH
Revis
i ons
5/8/
2017
2:2
9:47
PM
C:\R
evit\
10-1
6206
-00_
AR_2
016_
Cen
tral_
sbur
gess
.rvt
10-1
6206
-00
5/08
/17
STAT
E O
F N
EBR
ASKA
501
BU
ILD
ING
REN
OVA
TIO
NFL
OO
R P
LAN
, LO
WER
LEV
EL -A
REA
AA1
.0A
2017
PRIN
TSH
OP
BUIL
D O
UT
& ST
RU
CTU
RAL
DEF
ICIE
NC
Y R
ENO
VATI
ON
NORTHSCALE: 1/8" = 1'-0"LOWER LEVEL PLAN -AREA A
FURNITUREBY OWNER
CR
CR
CR
REF
.
UP
CART STORAGE022A
HALL023
WOMEN'S024
MEN'S025
JAN026
BREAK ROOM027
FUTURE UPS028
ELECTRICAL029
CORRIDOR041
VENDVENDVEND
CORRIDOR022
029029A028028A
030A
024
025
026
033
CG
CG
CG
CG
C.1
C.1
C.1
C.1C.1
C.1
C.1
C.1C
C.1
C.1
C
C
C
CG
A11.151
030
28' -
0"
CPT
LVT
CPTLVT
3' - 0" 15' - 0 3/4"
39' - 7" 6' - 0 5/8"
25/ A
11.1
35/ A
11.1
35/ A
11.1
REV
FEC
FEC
EXISTING MECH
EXISTING UPS
EXISTINGELEVEQUIP
EXISTINGMECH
EXISTINGELEC
EXISTINGELEC
EXISTINGELEC
027
CONCRETE HOUSEKEEPING PADCOORDINATE WITH ELEC
MATC
HLIN
E - A
REA
AMA
TCHL
INE
- ARE
A B
MATC
HLIN
E - A
REA
AMA
TCHL
INE
- ARE
A B
7' - 0
"3'
- 11 5
/8"
022A
16' -
1 1/8"
6' - 6
"17
' - 9 1
/4"5'
- 5"
WALL GUARD
CONT. WALL GUARD
CG
CONT WALL GUARD
LVT
DIR.
PT DIR.
PT DIR.
LVT
DIR.
CT-1
P-4
F
F
27' - 11"
CGCG
CG
CG
CGCG
CG CG
CGCG
CG
CG
CGCG
CG
CG
CGCG
CG
55/ A
11.1
7' - 4 1/4" 17' - 0"
15' -
7 1/4"
9' - 9
3/8"
10' -
6"E
E
CONT
WAL
L GUA
RD
A0.142
A0.142
D D
DD
D
D
D
FUTURE031
A11.121
8' - 2
1/4"
A11.112
030B
3' - 3 5/8"
8' - 2
3/8"
FUTURE ROOMBY OWNER
FUTURE ROOMBY OWNER
FUTURE ROOMBY OWNER
FUTURE ROOMBY OWNER
FUTURE ROOMBY OWNER
FUTURE ROOMBY OWNER
A0.143
CONT. WALL GUARD
Arch
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Eng
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Pla
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terio
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up in
c., a
Neb
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a co
rpor
atio
n, A
LL R
IGH
TS R
ESER
VED
KEY PLAN
BA
NORTH
Revis
i ons
5/8/
2017
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9:48
PM
C:\R
evit\
10-1
6206
-00_
AR_2
016_
Cen
tral_
sbur
gess
.rvt
10-1
6206
-00
5/08
/17
STAT
E O
F N
EBR
ASKA
501
BU
ILD
ING
REN
OVA
TIO
NFL
OO
R P
LAN
, LO
WER
LEV
EL -A
REA
BA
1.0B
2017
PRIN
TSH
OP
BUIL
D O
UT
& ST
RU
CTU
RAL
DEF
ICIE
NC
Y R
ENO
VATI
ON
NORTHSCALE: 1/8" = 1'-0"LOWER LEVEL PLAN -AREA B
6
7
5
4
3
2
1
HA B C D E F G
8
9
10
EXP STR
EXP STR EXP STR
EXP STR
APC8' - 8"
APC8' - 8"
APC8' - 6"
APC8' - 8"
APC8' - 8"
APC8' - 8"
APC8' - 8"
APC8' - 6"
MATC
HLIN
E - A
REA
AMA
TCHL
INE
- ARE
A B
MATC
HLIN
E - A
REA
AMA
TCHL
INE
- ARE
A B
APC8' - 6"
APC8' - 8" APC
8' - 8"
52A0.1
52A0.1
51A0.1
52A0.1
REFLECTED CEILING PLAN NOTES:
A. REFLECTED CEILING PLAN GENERAL NOTES APPLY TO ALLREFLECTED CEILING PLAN SHEETS.
B. ALL CEILING GRIDS/PANELS SHALL BE CENTERED IN EACHROOM UNLESS NOTED OTHERWISE.
C. CEILING HEIGHTS ARE AS NOTED ON THE REFLECTEDCEILING PLAN UNLESS NOTED OTHERWISE.
D. ALL ELECTRICAL FIXTURES, SPEAKERS, SMOKE ANDTHERMAL DETECTORS, MECHANICAL GRILLES, SPRINKLERHEADS, ETC.. SHALL BE CENTERED BETWEEN CEILINGGRIDS UNLESS NOTED OTHERWISE. SPRINKLER HEADSSHALL BE WITHIN A 3" RADIUS CENTERED BETWEENCEILING GRIDS.
E. IN ACOUSTICAL CEILING PANELS WITH SCORE IN THECENTER, CENTER DEVICES REFERENCED IN NOTED, INONE HALF OF THE TILE. DO NOT LOCATE ON THE SCORE.FOR APC WITH MULTIPLE SCORED PATTERNS,COORDINATE LOCATION WITH ARCHITECT.
F. PROVIDE SUSPENSION SYSTEM AROUND ELECTRICALFIXTURES, MECHANICAL GRILLES, DIFFUSERS, ETC. ATACOUSTICAL PANEL CEILINGS.
G. ALL DIMENSIONS ON REFLECTED CEILING PLANS AREACTUAL AND ARE TO THE FOLLOWING UNLESS NOTEDOTHERWISE:
1. FACE OF FINISHED WALL2. FACE OF FINISHED BULKHEADS3. CENTERLINE OF COLUMNS4. CENTERLINE OF TEES
H. IN AREAS WITH EXPOSED STRUCTURE CEILINGS,COORDINATE EXACT LOCATIONS OF MECHANICAL GRILLES,DIFFUSERS, DUCTWORK, AND ELECTRICAL FIXTURES WITHEACH RESPECTIVE SUBCONTRACTOR.
I. ALL WALLS EXTEND TO UNDERSIDE OF DECK EXCEPTTHOSE SHOWN SHADED IN WHICH GYPSUM BOARD ORMASONRY EXTENDS MIN. 4" ABOVE FINISHED CEILING. ALLMETAL STUDS EXTEND TO UNDERSIDE OF STRUCTURE.
Arch
itect
ure
Eng
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terio
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c., a
Neb
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TS R
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KEY PLAN
BA
NORTH
Revis
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2017
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PM
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10-1
6206
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AR_2
016_
Cen
tral_
sbur
gess
.rvt
10-1
6206
-00
5/08
/17
STAT
E O
F N
EBR
ASKA
501
BU
ILD
ING
REN
OVA
TIO
NR
EFLE
CTE
D C
EILI
NG
PLA
N, L
OW
ER L
EVEL
-AR
EA A
A3.0
A
2017
PRIN
TSH
OP
BUIL
D O
UT
& ST
RU
CTU
RAL
DEF
ICIE
NC
Y R
ENO
VATI
ON
NORTHSCALE: 1/8" = 1'-0"REFLECTED CEILING PLAN, LOWER LEVEL -AREA A
S
SS S
S
SS
S3S3
S
S
SS
S
S3
SOS
S 3
S3 S3
S
S
S
S3
S3
OS
OS
OS
OS
ER
ER
ER
ER
ER ER
ER
S3
OS
OS
SS
S
OSOSOS
OS
OS
OS
OS
OS
OS
OS
S3
S
6
7
5
4
3
2
1
H I J K L M
8
EXP STR
EXP STREXP STR
APC8' - 8"
APC8' - 6"
APC8' - 8"
APC8' - 8"
APC8' - 8"
GWB8' - 8"
GWB8' - 8"
APC8' - 8"
GWB8' - 8"
MATC
HLIN
E - A
REA
AMA
TCHL
INE
- ARE
A B
MATC
HLIN
E - A
REA
AMA
TCHL
INE
- ARE
A B
GWB8' - 8"
GWB8' - 8"
51A0.1
51A0.1
51A0.1
COORDINATE CEILING GRIDLAYOUT WITH OWNER PRIORTO INSTALLATION
Arch
itect
ure
Eng
inee
ring
Pla
nnin
g In
terio
rs
©
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Gro
up in
c., a
Neb
rask
a co
rpor
atio
n, A
LL R
IGH
TS R
ESER
VED
KEY PLAN
BA
NORTH
Revis
i ons
5/8/
2017
2:2
9:53
PM
C:\R
evit\
10-1
6206
-00_
AR_2
016_
Cen
tral_
sbur
gess
.rvt
10-1
6206
-00
5/08
/17
STAT
E O
F N
EBR
ASKA
501
BU
ILD
ING
REN
OVA
TIO
NR
EFLE
CTE
D C
EILI
NG
PLA
N, L
OW
ER L
EVEL
-AR
EA B
A3.
0B
2017
PRIN
TSH
OP
BUIL
D O
UT
& ST
RU
CTU
RAL
DEF
ICIE
NC
Y R
ENO
VATI
ON
NORTHSCALE: 1/8" = 1'-0"REFLECTED CEILING PLAN, LOWER LEVEL -AREA B
PRIOR TO INSTALLING NEW CEILINGS,ADDRESS /CORRECT WATER LEAKSCOMING FROM ABOVE
1
SEE
SCHE
D
SEE SCHED
7' - 0
"2"
7' - 2
"
3' - 4" 2' - 0"5' - 4"
2"
2
4"2'
- 2"
4"4'
- 2"
2"
CTG
4' - 10" 6' - 0" 4' - 10"
15' - 8"
10"
7' - 4
"2"
8' - 4
"
CTG
3LOCK AND BOLT BYFRAMELESS MFR.GC TO PROVIDE CYLINDER
ALUM BASE
ALUM HEAD
1/2"GLASS -TYP
CTG
CTG
RECESSED MAGNETIC LOCK
.SLIDE
COUNTERTOP
SLIDING WINDOW TIED TOSMOKE DETECTION TOCLOSE AUTOMATICALLY
4' - 8
"
5' - 8"
EQ EQ
4
HM FRAME
HM HM ALUM STEEL
CTG CTG
A B
SEE
SCHE
D
SEE SCHED
3' - 6
"2'
- 8"
10"
SEE SCHED
BY DOOR MFR
SEALANT - BOTHSIDES
HOLLOW METALFRAME
DOOR
GYPSUM BOARDON METAL STUDFRAMING
JAMB ANCHOR
4"
WALL WHEREOCCURS
TILE WHEREOCCURS
WALL WHEREOCCURS
SEALANT - BOTHSIDES
HOLLOW METALFRAME
DOOR
METAL STUD HEADER - SEEDETAIL 1 THIS SHEET
GYPSUM BOARD
TILE WHERESCHEDULED
++
++
++
1(MIN.)1
11(MIN.)
OPENING WIDTHHEADER SCHEDULE
2 - 12" x 18 GA.
HEADER SIZE2 - 3-5/8" x 20 GA.
2 - 10" x 20 GA.2 - 8" x 20 GA.
15-1" TO 20'-0"
0 TO 5'-0"
NOTES:
10'-1" TO 15'-0"5'-1" TO 10'-0"
1. HEADERS SHALL BE UNPUNCHED AND OF THESIZE AND GAUGE LISTED.
2. PROVIDE BRACES TO STRUCTURE FOROPENINGS OVER 15'-0"
3. HEADERS SHALL BE FILLED WITH SOUNDDEADENING INSULATION MATERIAL.
4. SEE STRUCTURAL DRAWINGS FOR HEADERCONSTRUCTION AT EXTERIOR STUD WALLS.
JOIST OR BEAM - SEESTRUCTURAL DRAWINGS
SEE STRUCTURAL DETAILSFOR RATED AND NON-RATEDCONNECTION TO STRUCTUREGYPSUM BOARD NOT SHOWNFOR CLARITY
ATTACH METAL STUDS TOSTEEL ANGLE WITH (2) #10SELF-TAPPING SCREWS
4" X 4" X 12 GA. X 4" LONGSTEEL ANGLE WITH POWDERACTUATED FASTENER(2 PINS) AT EACH BRACE.
3-5/8" X 20 GA. BRACE AT 4'-0"O.C. PROVIDE 2 #10 AT EACHBRACE
METAL STUD-SEEHEADER SCHEDULEFOR SIZE
# 10 SELF-TAPPINGSCREWS AT 16" O.C.EACH SIDE - TOP ANDBOTTOM
METAL JACK STUDS
METAL RECEIVER CHANNELS
CONTROL JOINT LOCATIONS
TOP TRACK
CRIPPLE STUDS ABOVE HEADERTOP TRACK - SEE NOTE BELOW
HEADER - SEE STRUCTURAL
STIFFENER STUDS - SEE STRUCTURAL
BEARING STUD - SEE STRUCTURAL
BOTTOM TRACK
NOTE: SEESTRUCTURAL FORTYPICAL METALSTUD FRAMINGDETAILS
NOTE: ABOVE HEADER, PROVIDE 1/2"MIN CLEAR SPACE BETWEEN CRIPPLESTUDS AND STIFFENER STUDS BOTHSIDES OF ALL DOOR OPENINGS
TYP METAL STUD FRAMING AT DOOR OPENINGA
xBAX.X
TYP GWB CONTROL JOINT ABOVEB
GWB/METAL STUD WALL -SEE PLAN FOR WALL TYPE
DOOR FRAME BELOW
CONTROL JOINT
CRIPPLE STUDS @ 16" OC
STIFFENER STUDS - SEE STRUCTURAL
NOTE:AT DOUBLE LAYER GWB LOCATIONSMAINTAIN 1/2" CLEAR SPACE ATFIRST LAYER AND CONTROL JOINTAT SECOND LAYER
DOOR AND WINDOW FRAME SCHEDULE GENERAL NOTES
A. ALL HOLLOW METAL FRAMES IN MASONRY WALLS SHALL BEGROUTED SOLID.
B. HOLLOW METAL FRAMES IN METAL STUD WALLS SHALL BEFILLED WITH MINERAL WOOL INSULATION.
C. INSTALL EXTERIOR FRAMES WITH 1/4 INCH SHIM AND JOINTSEALANT AROUND PERIMETER OF FRAME.
D. MASONRY LINTELS AND STEEL LINTELS ARE INDICATED ONSTRUCTURAL DRAWINGS.
E. GLASS TYPES FOR FRAMES ARE INDICATED ON FRAMEELEVATIONS.
F. FRAME MANUFACTURER SHALL COORDINATE LOCATIONS OFCONCEALED CONDUIT AND J-BOXES REQUIRED FORSECURITY SYSTEM HARDWARE PRIOR TO MANUFACTURINGOF HOLLOW METAL FRAMES AND COORDINATE WITHSECURITY HARDWARE AND DEVICES.
G. SEE SPECIFICATIONS 087100 HARDWARE FOR HARDWARESET NOTED IN DOOR SCHEDULE.
METAL STUD WALL - SEE PLANS FORWALL TYPES
DOUBLE EGRESS HOLLOW METALFRAME - SEE DOOR AND FRAMESCHED.
DOOR - SEE DOOR AND FRAMESCHED.
SEALANT BOTH SIDES, TYP
FILL FRAME WITH MINERAL WOOLINSULATION
1/2" 1/2"STEEL FRAME
GLAZING
HEADER - SEE METAL STUDFRAMING DETAILS
METAL STUD WALL - SEE PLANS FORWALL TYPE
STEEL FRAME
METAL STUD WALL - SEE PLANS FORWALL TYPE
SSTL COUNTER
GLAZING
4"
METAL STUD WALL - SEE PLANS FORWALL TYPES
HOLLOW METAL FRAME - SEE SCHED.
GLAZING
SEALANT BOTH SIDES, TYP
FILL FRAME WITH MINERAL WOOLINSULATION
1/2" 1/2"4"
WALL WHERE OCCURS
APPLIED STOP
6" x 20GA METAL STUD BRACING @32" O.C.
6" x 20GA METALSTUDS @ 16" O.C.
5/8" GWB
SUSP APC
FINISH CEILINGAS SCHEDULED
4X4 STEEL ANGLE - SEE STR
ENTRY SYSTEM HEADER TUBE
ALUM RAIL
16 GA STEEL MESH
SOUND BATTS
3/4" PLYWOOD
GLAZING WHERE - SEE FRAME TYPES
ALUM RAIL
EXISTING CONC SLAB
FLOORING - SEE ROOM FINISH SCHED
SOUND BATT INSULATION
SEE PLAN FOR WALL TYPE
GLAZING
WALL WHERE OCCURS
SEALANT
16 GA STEEL MESH
4"2"
STUD WALL - SEE PLANS FOR WALLTYPE
SEE STRUCTURAL FOR JAMB DETAILS
WALL WHERE OCCURS
SEALANT BOTH SIDES - TYP
DOUBLE EGRESS HM FRAME - GROUTSOLID
Arch
itect
ure
Eng
inee
ring
Pla
nnin
g In
terio
rs
©
, DLR
Gro
up in
c., a
Neb
rask
a co
rpor
atio
n, A
LL R
IGH
TS R
ESER
VED
Revis
i ons
5/8/
2017
2:2
9:57
PM
C:\R
evit\
10-1
6206
-00_
AR_2
016_
Cen
tral_
sbur
gess
.rvt
10-1
6206
-00
5/08
/17
STAT
E O
F N
EBR
ASKA
501
BU
ILD
ING
REN
OVA
TIO
ND
OO
R A
ND
FR
AME
SCH
EDU
LEA
9.1
2017
PRIN
TSH
OP
BUIL
D O
UT
& ST
RU
CTU
RAL
DEF
ICIE
NC
Y R
ENO
VATI
ON
SCALE: 1/4" = 1'-0"INTERIOR FRAME ELEVATIONS -BP-1
SCALE: 1/4" = 1'-0"DOOR TYPES BP-1
_DOOR AND FRAME SCHEDULE -BP-1
NUMBER
DOOR PANEL FRAME
FIRE RATING HARDWARE SET
DETAILS
COMMENTS Door SecurityNO. OF PANELS WIDTH HEIGHT THICKNESS MATERIAL GLAZING TYPE DEPTH MATERIAL TYPE HEADJAMBLEFT JAMB RIGHT SILL
001 2 4' - 0" 8' - 0" 1 3/4" HM A 7 1/8" HM 1 90 MIN 4.0 21/A9.1 32/A9.1 32/A9.1 DOUBLE EGRESS002 2 3' - 6" 8' - 0" 1 3/4" HM A 5 3/4" HM 1 13.0 13/A9.1 11/A9.1 11/A9.1 SMOKE GASKETING003 1 3' - 0" 7' - 0" 1 3/4" HM A 5 3/4" HM 1 17.0 13/A9.1 11/A9.1 11/A9.1 SMOKE GASKETING004 2 3' - 6" 8' - 0" 1 3/4" HM A 5 3/4" HM 1 13.0 13/A9.1 11/A9.1 11/A9.1 SMOKE GASKETING005 1 3' - 0" 7' - 0" 1 3/4" HM A 5 3/4" HM 2 14.0 13/A9.1 11/A9.1 12/A9.1 SMOKE GASKETING005A 1 3' - 0" 7' - 0" 1 3/4" HM A 5 3/4" HM 1 18.0 13/A9.1 11/A9.1 11/A9.1006 1 3' - 0" 7' - 0" 1 3/4" Glass CTG 4 1/2" ALUM 3 2.0 33/A9.1 43/A9.1 43/A9.1 53/A9.1 FRAMELESS, SMOKE GASKETING, PREP FRAME HEAD FOR FLUSH MAG
LOCKNo
007 1 3' - 0" 7' - 0" 1 3/4" HM A 5 3/4" HM 1 10.0 13/A9.1 11/A9.1 11/A9.1008B 1 3' - 0" 7' - 0" 1 3/4" HM A 5 3/4" HM 2 15.0 13/A9.1 11/A9.1 12/A9.1009 2 3' - 0" 7' - 0" 1 3/4" HM A 5 3/4" HM 1 20.0 13/A9.1 11/A9.1 11/A9.1010 1 3' - 0" 7' - 0" 1 3/4" HM 3 1/2" HM 1.0 FFE OWNER PROVIDED OWNER INSTALLED011 1 3' - 0" 7' - 0" 1 3/4" HM 3 1/2" HM 1.0 FFE OWNER PROVIDED OWNER INSTALLED012 1 3' - 0" 7' - 0" 1 3/4" HM 3 1/2" HM 1.0 FFE OWNER PROVIDED OWNER INSTALLED014 1 3' - 0" 7' - 0" 1 3/4" HM 3 1/2" HM 1.0 FFE OWNER PROVIDED OWNER INSTALLED015 1 3' - 0" 7' - 0" 1 3/4" HM 3 1/2" HM 1.0 FFE OWNER PROVIDED OWNER INSTALLED016 2 3' - 6" 8' - 0" 1 3/4" HM CTG B 5 3/4" HM 1 21 13/A9.1 11/A9.1 11/A9.1 HALF LIGHT018 1 3' - 0" 7' - 0" 1 3/4" HM 3 1/2" HM 1.0 FFE OWNER PROVIDED OWNER INSTALLED019 2 3' - 0" 8' - 0" 1 3/4" HM CTG B 5 3/4" HM 1 21.0 13/A9.1 11/A9.1 11/A9.1 HALF LIGHT020 2 3' - 0" 8' - 0" 1 3/4" HM CTG B 5 3/4" HM 1 3.0 13/A9.1 11/A9.1 11/A9.1 HALF LIGHT021 2 3' - 0" 8' - 0" 1 3/4" HM A 5 3/4" HM 1 20.0 13/A9.1 11/A9.1 11/A9.1022A 2 3' - 6" 8' - 0" 1 3/4" HM A 5 3/4" HM 1 13.0 13/A9.1 11/A9.1 11/A9.1 SMOKE GASKETING024 1 3' - 0" 7' - 0" 1 3/4" HM A 5 3/4" HM 1 19.0 13/A9.1 11/A9.1 11/A9.1025 1 3' - 0" 7' - 0" 1 3/4" HM A 5 3/4" HM 1 19.0 13/A9.1 11/A9.1 11/A9.1026 1 3' - 0" 7' - 0" 1 3/4" HM A 5 3/4" HM 1 16.0 13/A9.1 11/A9.1 11/A9.1027 1 3' - 0" 7' - 0" 1 3/4" HM A 5 3/4" HM 2 6.0 13/A9.1 11/A9.1 12/A9.1 SMOKE GASKETING028 2 3' - 0" 8' - 0" 1 3/4" HM A 8 1/4" HM 1 12.0 13/A9.1 11/A9.1 11/A9.1 SMOKE GASKETING028A 1 3' - 0" 8' - 0" 1 3/4" HM A 8 1/4" HM 1 5.0 13/A9.1 11/A9.1 11/A9.1 SMOKE GASKETING029 1 3' - 0" 8' - 0" 1 3/4" HM A 8 1/4" HM 1 5.0 13/A9.1 11/A9.1 11/A9.1 SMOKE GASKETING029A 2 3' - 0" 8' - 0" 1 3/4" HM A 8 1/4" HM 1 12.0 13/A9.1 11/A9.1 11/A9.1 SMOKE GASKETING030 1 3' - 0" 7' - 0" 1 3/4" HM A 5 3/4" HM 2 7.0 13/A9.1 11/A9.1 11/A9.1 SMOKE GASKETING030A 2 3' - 6" 8' - 0" 1 3/4" HM A 8 1/4" HM 1 9.0 13/A9.1 11/A9.1 11/A9.1 SMOKE GASKETING033 2 3' - 0" 8' - 0" 1 3/4" HM A 5 3/4" HM 1 8.0 13/A9.1 11/A9.1 11/A9.1 SMOKE GASKETING
SCALE: 1 1/2" = 1'-0"A9.111 JAMB
SCALE: 1 1/2" = 1'-0"A9.113 HEAD
SCALE: 1" = 1'-0"A9.141 TYPICAL PARTITION HEADER
SCALE: 1 1/2" = 1'-0"A9.151 GWB CONTROL JOINTS @ DOOR FRAMES
34A9.1
44A9.1
SCALE: 1 1/2" = 1'-0"A9.121 HEAD @ DOUBLE EGRESS DOOR
SCALE: 1 1/2" = 1'-0"A9.122 INT. SLIDING WINDOW HEAD
SCALE: 1 1/2" = 1'-0"A9.123 INT. SLIDING WINDOW JAMB
SCALE: 1 1/2" = 1'-0"A9.112 HEAD / JAMB / SILL @ WINDOW
SCALE: 1 1/2" = 1'-0"A9.133 HEAD
SCALE: 1 1/2" = 1'-0"A9.153 SILL
SCALE: 1 1/2" = 1'-0"A9.143 JAMB
_WINDOW SCHEDULE_
FRAMEFIRE RATING
DETAILSCOMMENTSNUMBER TYPE MATERIAL DEPTH HEAD JAMB LEFT JAMB RIGHT SILL
030B 4 STEEL 5 3/4" SMOKE 22/A9.1 23/A9.1 23/A9.1 53/A11.1 SMOKE DETECTOR ACTIVATED - SEE SECTION 088000
SCALE: 1 1/2" = 1'-0"A9.132 JAMB-DBL EGRESS
13' - 7"2' - 0" 3' - 6" 2' - 0" 3' - 0" 3' - 0"
MICROWAVE
2' - 0" 3' - 6" 2' - 0" 3' - 0" 3' - 0"
COFF
2' - 1
0"1'
- 8"
2' - 6
"
1' - 3
"
4' - 6
"1'
- 3"
CABINETS: PL-1COUNTERTOPS: 1/2" CORIAN OVER3/4" MARINE GRADE PLYWOOD
CT-1
FILLER PNL1"
FILLER PNL1"
MIRROR
34A11.1
CABINET: PL-1COUNTERTOP: SS-1
SS-1
PL-1
2' - 1
0"4"
3' - 6
"
8' - 0"
UNO
IN C
ASEW
ORK
ELE V
ATIO
NS2'
- 10 1
/2"SE
E EL
EVAT
IONS
SEE
ELEV
ATIO
NS
2' - 0"
RESILIENT BASE
COUNTERTOP AND BACKSPLASH, SEEELEVATIONS FOR FINISH MATERIAL
DRAWER WHERE OCCURS, SEEELEVATIONS
ADJUSTABLE SHELF
ADJUSTABLE SHELF
1' - 2"
3"
4"
SEE PLAN FOR WALL TYPE
1/2" SOLID SURFACE COUNTER OVER3/4" MARINE GRADE PLYWDSUSBSTRATE (TYP)
UNDERMOUNT SINK- SEE PLUMBING
FAUCET- SEE PLUMBING
RAKKS MADE TO ORDER EHV-VANITYSUPPORTS WITH PLAM REMOVABLEACCESS PANEL, ATTACH TO FURRINGSTRIPS, WHERE OCCURS
MIRROR
1' - 1
"1'
- 4"
5"
7"
WALL TILE AS SCHED.(TO UNDERSIDEOF COUNTERTOP)
9"
6" MIN
2' - 3
"
7" MAX 6" MAX 11" MIN
1' - 5" MIN
2' - 1
0"
STEEL ANGLE
RAKKS COUNTER SUPPORTBRACKET, FLUSH MOUNTINSTALLATION
BLOCKING AS REQUIRED
4"
MILLWORK GENERAL NOTES
A. MILLWORK GENERAL NOTES APPLY TO ALL MILLWORKSHEETS.
B. ELEVATIONS DENOTED AS MILLWORK ARE SPECIFIEDUNDER DIVISION 06.
C. BASE AND TALL STORAGE CABINETS: 24 INCHES DEEP,UNLESS NOTED OTHERWISE.
D. WALL CABINETS: 14 INCHES DEEP, UNLESS NOTEDOTHERWISE.
E. PROVIDE ADJUSTABLE SHELVING IN MILLWORK, UNLESSNOTED OTHERWISE.
F. WHERE ELECTRICAL DEVICES ARE LOCATED IN MILLWORK,MILLWORK CONTRACTOR SHALL PROVIDE FINISHEDOPENINGS. COORDINATE LOCATION AND QUANTITY WITHELECTRICAL CONTRACTOR.
G. PROVIDE JOINT SEALANT AT PERIMETER JOINTS WHERECOUNTERTOPS, BACK AND SIDE SPLASHES, MILLWORKABUT WALLS.
H. FIELD VERIFY DIMENSIONS OF CABINET LOCATIONS INBUILDING PRIOR TO FABRICATION.
I. PROVIDE FINISHED ENDS AT ALL EXPOSED ENDS OFMILLWORK.
J. ALL EXPOSED SURFACES IN OPEN SHELVING SHALL BEPLASTIC LAMINATE COVERED.
K. TYPICAL PLASTIC LAMINATE COUNTERTOP DETAIL, SEE14/A11.1
SIDE SPLASH AT SIDE WALLS
PARTICLEBOARD CORE TYP
1"4" 3/4"
VARIES
PLASTIC LAMINATE
BALANCING BACKER SHEET TYP
FACE OF BASE CABINET
3 MM PVC
1/4" X 1/2" PINE SCRIBE ATBACKSPLASH, SIDE SPLASHAND AT SIDE SPLASH FRONT EDGE
1/2"
P-1
CT-1
SEE FLOOR PLANVARIES
8' - 8
"
4' - 0
"
WALL GUARD
VINYL WALL COVERING
PAINT P-1
FLOOR LINE
2' - 1
0"8"
3' - 6
"
RESILIENT BASE
4"
1"
1' - 6"
2"14 GA STAINLESS STEELCOUNTER TOP
RADIUS FRONT EDGEOF COUNTER - SEE PLANS
2-LAYERS OF 3/4" PLYWOOD
3/4" PARTICLEBOARD SUB-TOP ANDCABINET BOTTOM. PLAM ON EXPOSEDSURFACE. PVC EDGE BAND ON FRONTEDGE3/4" ADJUSTABLE PARTICLEBOARDSHELF. PROVIDE PVC EDGE BANDFRONT AND BACK. PLAMALL SURFACES
1/2" PARTICLEBOARD BACK SET BACK7/8" AND FULLY HOUSED INTO CABINETSIDES, TOP AND BOTTOM - PLAM ALLEXPOSED SURFACES
3/4" PARTICLEBOARD CABINET ENDS.PL ALL EXPOSED SURFACES.PVC EDGE BAND ON FRONT EDGE.
3/4" THICK HANG RAILS
SEPARATE 3/4" EXT GRADE PLYWOODSUB-BASE - LADDER TYPECONSTRUCTION
T.O. SS COUNTER3'-6" AFF
SLIDING GLASS WINDOW
3' - 6
"
2x2 STL ANGLE
3"
2 3/4"
4"
3' - 6
"
.
4"1'
- 2"
10 1/
2" 1' - 0
"
3' - 2"8' - 0"
SLIDE
53A11.1
CABINET FRONTS PL-1
TTD
TTD
TTD
TTD
TTD
TTD
TTD
GB-3GB-1
GB-2
WR
US
WR
SND
SND
SND
SND
TTD
TTDSND
GB-3
GB-1
GB-2
1' - 8
"5'
- 0"
2' - 1
1"2'
- 11"
2' - 1
1"2'
- 6"
2' - 1
0"2'
- 11"
2' - 1
1"5'
- 0"
1' - 6
"
MR
SD
SD
MR
35/ A
11.1
CG
CG
CG
C
C.1
C.1
C
D
C
025
024
026
CLEA
R6'
- 6"
3' - 0"15' - 0 3/4"
A11.1
26
26
26
26
A11.1
26
26
26
26 C.1
DRINKINGFOUNTAINS
1' - 6 5/8"
CONTINUOUSWALL GUARD
CONTINUOUSWALL GUARD
C.1
24x24 ACCESS PANEL
24X24 ACCESSPANEL
4' - 9
3/8"
12' -
0"3'
- 0"
3' - 1
0 7/8"
10' -
5 3/8"
5' - 2
1/4"
C.1
D
MEN'S025
WOMEN'S024
JAN026
PTD
PTD
SD
SD
TOILET ACCESORIES SCHEDULEABBREV. DESCRIPTION MOUNTING HEIGHTGB-1 GRAB BAR (SIDE WALL) 2'-10" TO CENTER LINEGB-2 GRAB BAR (BACK WALL) 2'-10" TO CENTER LINEGB-3 GRAB BAR (VERTICAL) 3'-4" TO BOTTOMMR MIRROR 3'-2" TO BOTTOMPTD PAPER TOWEL DISPENSER 4'-3" TO TOP (ADA COMPLIANT)SD SOAP DISPENSERSND SANITARY NAPKIN DISPOSAL 2'-6" TO TOP (ADA COMPLIANT)TTD TOILET TISSUE DISPENSER 2'-6" TO TOP (ADA COMPLIANT)US UTILITY SHELF 6'-0" TO CENTER LINEWR WASTE RECEPTACLE (RECESSED) 3'-9" TO TOP (ADA COMPLIANT)
BREAK ROOM027
3' - 0
"5'
- 4"
2' - 0
"7 1
/2"
REFR(NIC)
CPT
LVT
CPTLVT
LVT
DIR
LVT
DIR
25/A
11.1
C.1
C.1
C.1B
FUTURE031
ELECTRICAL029
CORRIDOR041
55/A
11.1 030B
Arch
itect
ure
Eng
inee
ring
Pla
nnin
g In
terio
rs
©
, DLR
Gro
up in
c., a
Neb
rask
a co
rpor
atio
n, A
LL R
IGH
TS R
ESER
VED
Revis
i ons
5/8/
2017
2:3
0:01
PM
C:\R
evit\
10-1
6206
-00_
AR_2
016_
Cen
tral_
sbur
gess
.rvt
10-1
6206
-00
5/08
/17
STAT
E O
F N
EBR
ASKA
501
BU
ILD
ING
REN
OVA
TIO
NC
ASEW
OR
K, L
ARG
E SC
ALE
PLAN
S &
INTE
RIO
R E
LEVA
TIO
NS
A11
.1
2017
PRIN
TSH
OP
BUIL
D O
UT
& ST
RU
CTU
RAL
DEF
ICIE
NC
Y R
ENO
VATI
ON
SCALE: 1/4" = 1'-0"A11.125 CASEWORK ELEVATION
SCALE: 1/4" = 1'-0"A11.135 CASEWORK ELEVATION
SCALE: 1 1/2" = 1'-0"A11.154 TYP. BASE CABINET W/ UPPER
SCALE: 1 1/2" = 1'-0"A11.134 COUNTER LAV DETAIL- SOLID SURFACE
SCALE: 3" = 1'-0"A11.114 COUNTERTOP BACKSPLASH
SCALE: 1/4" = 1'-0"A11.126 RESTROOM WALL TILE ELEV.
SCALE: 1/4" = 1'-0"A11.145 TYP WALL GUARD ELEVATION
SCALE: 1 1/2" = 1'-0"A11.153 COUNTERTOP AT SLIDING WINDOW 030B
SCALE: 1/4" = 1'-0"A11.155 CASEWORK ELEVATION
SCALE: 1/4" = 1'-0"A11.151 LARGE SCALE FLOOR PLAN
SCALE: 1/4" = 1'-0"A11.121 Large Scale Plan-Break Room
SCALE: 1/4" = 1'-0"A11.112 LARGE SCALE FLOOR PLAN
F O U N D A T I O N N O T E S
S T R U C T U R A L N O T E S
F R A M I N G N O T E S
CODE:
2012 INTERNATIONAL BUILDING CODE (2012 IBC)
GENERAL NOTES:1. THE DRAWINGS REPRESENT THE FINISHED STRUCTURE, NOT THE METHOD OF
CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL MEASURES NECESSARY TO PROTECTTHE STRUCTURE DURING CONSTRUCTION INCLUDING, BUT NOT LIMITED TO, BRACING, SHORING FOR CONSTRUCTION LOADS AND EQUIPMENT, ETC. THE ARCHITECT-ENGINEER IS NOTRESPONSIBLE FOR THE CONTRACTOR'S MEANS AND METHODS, SEQUENCES OFCONSTRUCTION, OR THE SAFETY PROGRAM. OBSERVATION VISITS TO THE SITE BY THEARCHITECT-ENGINEER WILL NOT INVOLVE REVIEW OF THESE ITEMS.
2. CONTRACTOR IS TO ESTABLISH AND VERIFY OPENINGS AND INSERTS FOR ITEMS TO BEINSTALLED BY OTHER TRADES PRIOR TO SUBMITTAL OF SHOP DRAWINGS AND CONSTRUCTION.
3. CONSTRUCTION MATERIAL AND EQUIPMENT PLACED ON FRAMED CONSTRUCTIONS SHALL BESUCH THAT THE LOAD DOES NOT EXCEED THE DESIGN LIVE LOAD OF THE CONSTRUCTION.PROVIDE SHORING OF CONSTRUCTIONS WHERE NECESSARY FOR LOADS.
4. DETAILS THAT ARE NOTED AS "TYP." ON DETAIL TITLES ARE TO BE APPLIED TO THE PROJECTCONSTRUCTION AS GENERAL CONSTRUCTION METHODS UNLESS NOTED OTHERWISE. THESEDETAILS ARE NOT CUT AT ALL LOCATIONS THEY OCCUR AND MAY NOT BE CUT AT ALL. WHERENO SPECIFIC DETAILS ARE SHOWN CONSTRUCTION SHALL CONFORM TO SIMILAR CONDITIONSELSE WHERE ON THE PROJECT.
5. DO NOT SCALE DRAWINGS
6. THESE NOTES SHALL SUPPLEMENT THE PROJECT SPECIFICATIONS, WHICH SHALL BE REFERREDTO FOR ADDITIONAL REQUIREMENTS.
7. WHERE DISCREPANCIES OCCUR BETWEEN GENERAL NOTES, PLANS, DETAILS, ANDSPECIFICATIONS, THE MOST STRINGENT REQUIREMENTS SHALL GOVERN, UNLESS VERIFIED OTHERWISE BY THE ARCHITECT AND ENGINEER.
8. THESE DOCUMENTS SHALL NOT BE CONSTRUED AS STAND-ALONE DOCUMENTS.CONTRACTOR SHALL COORDINATE WITH ALL OTHER CONSULTANTS WORK.
9. SEE ARCHITECTURAL DRAWINGS FOR MISCELLANEOUS STEEL NOT SHOWN ON THESTRUCTURAL DRAWINGS. THIS INCLUDES BUT IS NOT LIMITED TO, STEEL AT ROOF DRAINS,EMBED PLATES AND STEEL ASSOCIATED WITH ARCHITECTURAL DETAILS.
10. SEE ARCHITECTURAL DRAWINGS FOR COMPLETE STRUCTURAL DIMENSIONS.
11. CONSTRUCTION DOCUMENTS SHALL NOT BE REPRODUCED FOR USE OF SHOP DRAWINGSSUBMITTALS OR ANY OTHER PROJECT WITHOUT WRITTEN CONSENT BY DLR GROUP.
12. IF THE STRUCTURAL ENGINEER'S SEAL AND SIGNATURE IS NOT AFFIXED TO THESE DRAWINGS,THESE DRAWINGS ARE INTENDED FOR PRELIMINARY PURPOSES ONLY AND SHALL NOT BE USEDFOR CONSTRUCTION.
DESIGN DEAD LOADS:EXISTING ROOF: 25 PSF (1986 CONSTRUCTION)
EXISTING FLOORS: 68 PSF (1986 CONSTRUCTION)
DESIGN LIVE LOADS:ROOF: SNOW LOADS IN ACCORD WITH INTERNATIONAL BUILDING CODE SECTION 1608,
INCLUDING DRIFT LOADS. Pf = Ce x Ct l x Pg Ce = 1.0 Ct = 1.0 l = 1.1 Pg = 30 PSF Pf = 23 PSF DRIFTING SNOW LOADS - DRIFT LOADS SHALL BE COMBINED WITH OTHER LOADS NOTED IN
ACCORDANCE WITH BUILDING CODE PRESCRIBED COMBINATIONS
FLOORS: THE BUILDING WAS ORIGINALLY DESIGNED FOLLOWING THE 1985 UNIFIED BUILDING CODE:
SNOW = 30 PSF (1986 CONSTRUCTION)FLOORS LIVE LOAD = 100 PSF (1986 CONSTRUCTION)DOCK = 250 PSF (1986 CONSTRUCTION)
NEW DESIGN LOADS FOLLOWING GOVERNING CODE IBC 2009:50 PSF (OFFICE)80 PSF (CORRIDORS ABOVE FIRST FLOOR)100 PSF (CORRIDORS / STAIRS / EXIT WAYS)125 PSF (STORAGE ROOMS)250 PSF (DATA CENTER)250 PSF (DOCK)
INCLUDE 15 PSF PARTITION LOAD FOR FLOORS WITH LIVE LOADS LESS THAN 80 PSF.
WIND LOAD:BASIC WIND SPEED (3-SECOND GUST), V = 120 MPH
EXPOSURE "C" IMPORTANCE FACTOR, Iw = 1.00 (RISK CATEGORY III PER TABLE 1604.5)
INTERNAL PRESSURE COEFFICIENT, GCpi = +/-0.18 (ENCLOSED BUILDING)
SEISMIC LOAD: SEISMIC DESIGN IS IN ACCORD WITH IBC, OCCUPANCY CATEGORY PER TABLE 1604.5 IS
CATEGORY III, S1 = .045 SS = 0.077 I = 1.25 SITE CLASS = D R = 2.0; Ωo = 2.5 Cd = 1.75 ORDINARY REINFORCED MASONRY SHEAR WALLS
SEISMIC DESIGN CATEGORY 'A'DESIGN BASE SHEAR: V = 0.01W
LATERAL LOAD RESISTANCE SYSTEM:1. LATERAL LOAD SYSTEM CONSISTS OF ROOF AND FLOOR DIAPHRAGMS TRANSFERRING
LATERAL LOADS TO MASONRY SHEAR WALLS. ORIGINAL LOAD RESISTANCE SYSTEM ISMAINTAINED.
FOUNDATIONS:1. FOUNDATION DESIGN IS BASED ON GEOTECHNICAL INVESTIGATION PERFORMED BY ALFRED
BENESCH & COMPANY JOB NO. 00111543.00, DATED JANUARY, 20, 2017. A COPY OF THEGEOTECHNICAL INVESTIGATION REPORT ARE INCLUDED IN THE PROJECT SPECIFICATIONS.BASED ON THE GEOTECHNICAL REPORT, THE FOLLOWING HAS BEEN ASSUMED:
- MINIMUM FROST DEPTH = 40"- ALLOWABLE SOIL BEARING PRESSURE = 3,000 PSF-
2. SUBGRADE SHALL BE PREPARED IN ACCORDANCE WITH THE PROJECT SPECIFICATIONS.CONTRACTOR SHALL READ AND FAMILIARIZE HIMSELF WITH THE GEOTECHNICAL REPORT. IFDISCREPANCIES EXIST BETWEEN PROJECT SPECIFICATIONS AND GEOTECHNICAL REPORT, THEMOST STRINGENT REQUIREMENTS SHALL GOVERN, UNLESS DETERMINED OTHERWISE BY THEENGINEER.
3. BACKFILLING AGAINST FOUNDATION WALLS WHERE GRADE IS PRESENT ON BOTH SIDES SHALL BE PERFORMED SUCH THAT THE DIFFERENCE IN SOIL HEIGHT ON EACH SIDE DOES NOT EXCEED 2 FEET.
4. TEMPORARY FROST PROTECTION SHALL BE PROVIDED DURING COLD WEATHER FOR ALLFOUNDATIONS.
5. CONTRACTOR SHALL PROVIDE FOR PROPER DEWATERING OF ALL EXCAVATIONS.
CONCRETE CONSTRUCTION:1. CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE REQUIREMENTS OF ACI 301 AND
ACI 318.
2. PROVIDE A FORMED CONSTRUCTION KEYWAY BETWEEN ALL HORIZONTAL AND VERTICALPOUR EDGES EXCEPT CONCRETE TOPPING SLABS. PROVIDE WATERSTOPS FOR ALLCONSTRUCTION JOINTS BELOW WATER TABLE AND WHERE INTERIOR SLAB-ON-GRADE ISBELOW EXTERIOR GRADE.
3. CONCRETE SHALL BE MECHANICALLY CONSOLIDATED IN ACCORD WITH ACI 309.
4. CONTROL (CONTRACTION OR CONSTRUCTION) JOINTS SHALL BOUND ALL CONCRETESLABS ON GRADE AS SHOWN ON THE DRAWINGS. WHERE NOT SHOWN ON THEDRAWINGS, CONTROL JOINTS SHALL BE LOCATED SUCH THAT THE ENCLOSED AREA ISRELATIVELY SQUARE AND DOES NOT EXCEED 100 SQUARE FEET. REFERENCE TYPICALCONTROL JOINT LAYOUT DETAIL ON SHEET S3.1. GENERAL CONTRACTOR SHALL SUBMITCONTROL JOINT SHOP DRAWING FOR APPROVAL. KEYED JOINTS NEED ONLY TO OCCURAT CONSTRUCTION JOINTS. ALL CONTRACTION JOINTS MAY BE SAWCUT. DO NOT PROVIDECONTROL JOINTS IN STRUCTURAL CONCRETE SLABS AND CONCRETE TOPPINGS UNLESSSPECIFICALLY SHOWN ON THE STRUCTURAL DRAWINGS.
CONCRETE REINFORCEMENT:1. REINFORCING STEEL SHALL BE ASTM A615, GRADE 60. REINFORCING STEEL TO BE WELDED
SHALL BE ASTM A706, GRADE 60.
2. CONCRETE COVER REQUIREMENTS FOR CAST-IN-PLACE, NON-PRESTRESSED CONCRETEUNLESS OTHERWISE NOTED ON DETAILS:a. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3"b. FORMED CONCRETE EXPOSED TO EARTH OR WEATHER:
#6 BARS AND LARGER: 2"#5 BARS AND SMALLER: 1 1/2"
c. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH EARTH:SLABS, WALLS, AND JOISTS:#14 AND #18 BARS: 1 1/2"#11 BARS AND SMALLER: 1"
d. BEAMS, COLUMNS:PRIMARY REINFORCEMENT: 2”TIES, STIRRUPS, SPIRALS: 1 1/2"
3. REINFORCING BAR SPLICES SHALL BE IN ACCORD WITH THE REQUIREMENTS OF ACI 318-11AND THE REINFORCING SPLICE LENGTH TABLE SHOWN ON THE DRAWINGS. PROVIDE CLASS 'B' LAP SPLICE, UNO.
4. ALL REINFORCING SHALL BE PROPERLY CHAIRED BY THE CONTRACTOR.
5. LAP ALL WELDED WIRE REINFORCING AT LEAST ONE FULL WIRE SPACING PLUS 2 INCHES.
6. MECHANICAL COUPLERS SHALL BE TYPE 2 COUPLERS CAPABLE OF SUSTAINING 125% Fy.
CAST-IN-PLACE CONCRETE:1. PROPORTION EACH INDIVIDUAL CONCRETE MIX ACCORDING TO SPECIFICATIONS TO HAVE THE
FOLLOWING PROPERTIES: LOCATION 28 DAY F'c MIX TYP W/C RATIO
A FOOTING 3,000 PSI NWT 0.50 B FOUNDATION/RETAINING WALL 3,500 PSI NWT 0.45 C EXPOSED SLABS-ON-GRADE 4,000 PSI NWT 0.45 D SUSPENDED SLABS/TOPPINGS 4,000 PSI NWT 0.40
E SLABS WITH FLOOR COVERINGS 4,000 PSI NWT 0.40 F EXTERIOR CONCRETE AND 4,500 PSI NWT 0.45
PAVEMENT
NWT = NORMAL WEIGHT CONCRETE (UNIT WEIGHT = 145 PCF) * 6% ±1 1/2% AIR ENTRAINED CONCRETE AT ALL EXTERIOR CONDITIONS.
2. CONCRETE CONTAINING SUPERPLASTICIZING ADMIXTURE SHALL HAVE A SLUMP NOT EXCEEDING 3" PRIOR TO ADDING ADMIXTURE AND NOT EXCEEDING 8" AT PLACEMENT
3. THE ADDITION OF WATER TO A CONCRETE BATCH WITH INSUFFICIENT SLUMP SHALL NOT BEPERMITTED
4. SUBSTITUTION OF FLYASH FOR PORTLAND CEMENT IN SLABS ON GRADE AND STRUCTURALSLABSSHALL NOT BE PERMITTED.
MASONRY:1. THE MINIMUM 28-DAY COMPRESSIVE STRENGTH OF THE CONCRETE MASONRY UNITS SHALL BE
1,900 PSI ON THE NET AREA, PROVIDING A STRUCTURAL DESIGN COMPRESSIVE STRENGTH OF1,500 PSI PER THE INTERNATIONAL BUILDING CODE, TABLE 2105.2.2.1.2.
2. MORTAR SHALL BE TYPE 'S' FOR CONCRETE MASONRY UNITS AND TYPE 'N' FOR CLAY MASONRYVENEER IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE, TABLE 2103.8(1), MORTARPROPORTIONS, USING CEMENT LIME OR MORTAR CEMENT MIXES (MASONRY CEMENT IS NOTACCEPTABLE).
3. MINIMUM 28-DAY COMPRESSIVE STRENGTH OF GROUT SHALL BE THE GREATER OF 2,000 PSI ORTHE COMPRESSIVE STRENGTH OF THE MASONRY UNITS. AIR ENTRAINMENT AND OTHERADDITIVES ARE NOT ACCEPTABLE IN GROUT MIX. GROUT SHALL HAVE A SLUMP OF 8 TO 11INCHES.
4. GROUT SHALL BE MECHANICALLY CONSOLIDATED IN A MANNER TO FILL THE GROUT SPACE AND RECONSOLIDATED IN ACCORD WITH THE INTERNATIONAL BUILDING CODE.
5. PROVIDE GROUT AND MASONRY UNIT TESTING PRIOR TO AND DURING CONSTRUCTION INACCORD WITH THE INTERNATIONAL BUILDING CODE.
6. TESTING LABORATORY, IN ACCORD WITH IBC REQUIREMENTS, SHALL INSPECT REINFORCEMENT PLACEMENT, GROUT SPACES AND GROUTING OPERATION. MORTAR FINAL PROJECTION INTO
THE GROUT SPACE SHALL NOT EXCEED 1/2 INCH.
7. REFER TO TYPICAL DETAILS FOR MASONRY DETAILS AND REQUIREMENTS NOT SHOWN INSECTIONS OR PLANS.
STRUCTURAL STEEL:1. FABRICATOR SHALL BE AN "APPROVED FABRICATOR" IN ACCORDANCE WITH IBC SECTION 1704.2,
REGISTERED AND APPROVED BY THE LOCAL BUILDING DEPARTMENT. IN LIEU OF THE PREVIOUS,FABRICATOR SHALL INCLUDE IN THEIR BID THE SERVICES OF A SPECIAL INSPECTOR TO PROVIDEINSPECTION/TESTING SERVICES FOR IN-SHOP WORK TO MEET THE REQUIREMENTS OF IBCSECTION 1704.2.5 AND 1704.3. FINAL COSTS OF THESE SERVICES WILL BE AS REQUIRED BY THEOWNER'S SPECIAL INSPECTION AND TESTING AGENCY, WHO MAY OR MAY NOT BE HIRED AT THETIME OF BIDDING THE PROJECT. REFER TO IBC TABLE 1704.3 FOR A LIST OF THE MINIMUM CODEREQUIRED VERIFICATION AND INSPECTION REQUIREMENTS. ANY STEEL FABRICAT OR NOTMEETING THE REQUIREMENTS OF THE CONTRACT DOCUMENTS OR SPECIFICATIONS WILL BEREJECTED.
2. STRUCTURAL STEEL SHALL MEET ASTM A36 UNLESS NOTED OTHERWISE. STRUCTURAL STEELWIDE FLANGE SHAPES SHALL MEET ASTM A992 (GRADE 50).
3. STEEL TUBE SHALL MEET ASTM A500, GRADE B.
4. STEEL PIPE SHALL MEET ASTM A53, TYPE E OR S.
5. BOLTS AT STEEL TO STEEL CONNECTIONS SHALL BE 3/4-INCH DIAMETER, ASTM A325-N, ANDTIGHTENED TO THE SNUG TIGHT CONDITION AS DEFINED BY AISC UNLESS OTHERWISE NOTED.WHERE CONNECTIONS ARE NOTED TO BE ASTM A 325-SC, BOLTS SHALL BE TIGHTENED TO THEMINIMUM PRETENSION FOR FULLY TIGHTENED BOLTS BY ONE OF THE AISC APPROVED METHODS.
6. ANCHOR BOLTS IN CONCRETE OR MASONRY SHALL BE 3/4-INCH DIAMETER ASTM F1554 GRADE 36,UNLESS NOTED OTHERWISE.
7. FIELD BOLTING INSTALLATION SHALL BE INSPECTED IN ACCORD WITH THE BUILDING CODE ANDTHE AISC MANUAL.
8. ALL WELDING SHALL CONFORM TO THE PROVISIONS OF THE AMERICAN WELDING SOCIETY CODEAWS D1.1. ELECTRODES SHALL MATCH BASE METALS AS SPECIFIED IN IBC. ALL WELDING OF ASTMA706 REINFORCING STEEL TO STRUCTURAL STEEL SHALL BE IN ACCORD WITH AWS D1.4 USINGE70 ELECTRODES.
9. THE TESTING LABORATORY SHALL VISUALLY INSPECT ALL FIELD WELDING. ALL COMPLETEPENETRATION WELDS SHALL BE TESTED AND CERTIFIED BY AN INDEPENDENT TESTINGLABORATORY.
10. ALL BOLTS (HIGH STRENGTH, ANCHOR BOLTS, EXPANSION BOLTS, ADHESIVE ANCHORS, ETC.)SHALL BE INSTALLED WITH STEEL WASHERS.
11. ALL WELDS SHOWN ON THE DRAWINGS SHALL BE SHOP WELDS UNLESS NOTED OTHERWISE.CONTRACTOR MAY SUBSTITUTE FIELD WELDS FOR SHOP WELDS AT HIS DISCRETION. SHOPDRAWINGS SHALL CLEARLY NOTE SHOP AND FIELD WELDS.
12. CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF THE BUILDING SYSTEM AT ALL TIMES DURING THE ERECTION PROCESS. CONTRACTOR SHALL CONSIDER EFFECTS FROM WIND,
SEISMIC, AND OTHER LOADING DURING CONSTRUCTION.
13. COAT STEEL BELOW GRADE WITH COLD-APPLIED ASPHALT EMULSION PER ASTM D1187.
14. COORDINATE WITH ALL OTHER TRADES WHICH STEEL INTERACTS. THIS INCLUDES BUT IS NOTLIMITED TO COORDINATIN WITH MASONRY, PRECAST CONCRETE, CAST-IN-PLACE CONCRETE,JOIST, AND METAL DECK SUPPLIERS. WHERE MISALIGNMENT OF STEEL CONNECTIONS DUE TOIMPROPER COORDINATION OCCURS, THE CONTRACTOR SHALL HIRE AN ENGINEER LICENSED INTHE STATE WHICH THE PROJECT IS LOCATED TO PRODUCE A REPAIR AND SUBMIT THE REPAIRDETAIL WITH CALCULATIONS TO THE ENGINEER OF RECORD FOR REVIEW AND APPROVAL PRIORTO INSTALLATION.
STEEL JOISTS:1. FABRICATOR SHALL BE AN "APPROVED FABRICATOR" IN ACCORD WITH IBC SECTION 1704.2,
REGISTERED AND APPROVED BY THE LOCAL BUILDING DEPARTMENT.
2. ALL STEEL JOISTS SHALL BE DESIGNED, FABRICATED AND ERECTED IN ACCORD WITH IBCSECTION 2206, OPEN WEB STEEL JOISTS AND THE STANDARD SPECIFICATIONS FOR STEELJOIST, K-SERIES, LH-SERIES, DLH-SERIES AND JOIST GIRDERS, PUBLISHED BY THE STEEL JOISTINSTITUTE. TEMPORARY BRACING AND BRACING DESIGN REQUIRED FOR ERECTION ARE THERESPONSIBILITY OF THE FABRICATOR/INSTALLER.
3. SIZE, TYPE AND SPACING OF JOIST BRIDGING TO BE IN ACCORD WITH STEEL JOIST INSTITUTERECOMMENDATIONS. USE 'X'-BRIDGING AT DISCONTINUOUS ENDS OF BRIDGING. LOCATEBRIDGING TO AVOID MECHANICAL OPENINGS.
4. DESIGN JOISTS AND BRIDGING TO RESIST A NET UPLIFT OF 15 PSF. JOISTS WITHIN 10'-0" OFBUILDING EDGES AND RIDGES SHALL BE DESIGNED FOR A NET WIND UPLIFT LOAD OF 25 PSF.
5. JOIST SHOE DEPTH SHALL BE 2 1/2" AT K SERIES JOIST, 5" LH SERIES JOISTS, UNLESSOTHERWISE NOTED.
6. SPLICED JOIST SHOE DEPTH SHALL BE 2" AT K SERIES JOIST, 4 1/2" LH SERIES JOIST UNLESSOTHERWISE NOTED.
7. MANUFACTURER SHALL SUBMIT CALCULATIONS AND DRAWINGS SEALED BY A CIVIL ORSTRUCTURAL ENGINEER REGISTERED IN THE STATE IN WHICH THE PROJECT IS LOCATED FORALL JOISTS. CALCULATIONS SHALL INCLUDE DEFLECTION AND CAMBER REQUIREMENTS ANDCLEARLY SHOW ALL DESIGN LOADS. SHOP DRAWINGS SUBMITTED WITHOUT SIGNED ANDSEALED CALCULATIONS ARE GROUNDS FOR REJECTION.
8. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO SPAN/360 AT SIMPLE SPAN ROOF MEMBERS.
9. JOIST CANTILEVERS SHALL BE DESIGNED FOR ALL APPLICABLE DEAD, LIVE, AND WIND LOADS.LIMIT TOTAL DEFLECTION TO L/120 OF THE CANTILEVER LENGTH.
10. CAMBER JOISTS ACCORDING TO THE STANDARD SPECIFICATION FOR STEEL JOISTS. ATLOCATIONS WHERE TOP CHORD OR JOIST MUST MATCH TOP OF ADJACENT CONSTRUCTION ORWHERE TOP CHORDS OR JOISTS WITH DIFFERENT SPANS MUST MATCH, JOISTS SHALL HAVE NOCAMBER UNDER SELF WEIGHT.
11. ALL JOISTS SHALL BE DESIGNED, FABRICATED, AND ERECTED IN ACCORDANCE WITH THEAPPLICABLE U.L. LISTINGS PER THE ARCHITECTURAL DRAWINGS.
12. PROVIDE SLOPED AND/OR SLOPED AND SKEWED BEARING SEATS AS REQUIRED FOR ROOFSLOPE.
13. CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND CALCULATIONS FOR REVIEW PRIOR TOFABRICATION.
14. REFER TO SNOW DRIFT DIAGRAM AND/OR LOADING PLAN FOR SNOW DRIFT LOADS. LOADSSHALL BE COMBINED WITH OTHER ROOF LOADS INDICATED IN ACCORDANCE WITH THE BUILDINGCODE. SNOW DRIFT LOADS SHALL BE DISTRIBUTED OVER THE TRIBUTARY WIDTH OF ROOFSUPPORTED BY THE JOIST.
15. DESIGN ALL JOIST CHORDS FOR BENDING BETWEEN PANEL POINTS WITH A TOP CHORD BENDCHECK LOAD OF 200 LBS AND A BOTTOM CHORD BEND CHECK LOAD OF 100 LBS. WHERECONCENTRATED LOADS EXCEED THESE LOADS, CONTRACTOR SHALL PROVIDE FIELDREINFORCEMENT PER TYPICAL JOIST REINFORCEMENT DETAIL.
16. COORDINATE EXACT MECHANICAL EQUIPMENT WEIGHT AND LOCATION WITH MECHANICALCONTRACTOR AND DESIGN JOISTS FOR TRIBUTARY LOADS. COORDINATE JOIST WEBS WHEREMECHANICAL DUCTS SHOWN ON MECHANICAL DRAWINGS ARE DESIGNED TO PENETRATETHROUGH JOIST WEBS.
FIRE RATINGS:1. FOR FIRE-RATING REQUIREMENTS AND METHODS, SEE ARCHITECTURAL DRAWINGS.
SUBMITTALS GENERAL1. THE CONTRACTOR SHALL DEVELOP AND SUBMIT A SUBMITTAL SCHEDULE CLEARLY INDICATING
THE NUMBER OF STEEL SHOP DRAWINGS, CONCRETE REINFORCING DRAWINGS, AND OTHERSHOP DRAWINGS TO BE SUBMITTED EACH WEEK OVER THE DURATION OF THE PROJECT.
2. THE SUBMITTAL SCHEDULE PROVIDED BY THE CONTRACTOR IS NECESSARY TO PROVIDEREASONABLE TIME TO STAFF APPROPRIATELY FOR THE SCHEDULED SUBMITTALS. THESUBMITTAL ENGINEER'S REVIEW SCHEDULE IS SUBJECT STRICTLY TO THE SUBMITTALSCHEDULE PROVIDED BY THE CONTRACTOR.
3. REVIEW OF SHOP DRAWINGS DOES NOT RELIEVE THE CONTRACTOR FROM CONFORMANCEWITH THE INTENT OF THE DRAWINGS. REVIEW DOES NOT IMPLY OR STATE THAT THEFABRICATOR HAS CORRECTLY INTERPRETTED THE CONSTRUCTION DOCUMENTS.
4. CONTRACTOR SHALL SUBMIT CALCULATIONS WITH THE SHOP DRAWINGS DESIGNATED ASDEFERRED SUBMITTALS, SIGNED AND SEALED BY THE ENGINEER, LICENSED IN THE STATEWHICH THE PROJECT IS LOCATED, RESPONSIBLE FOR THEIR PREPARATION WHEN REQUIRED INTHE SPECIFICATIONS (SEE ALSO 'DEFERRED SUBMITTALS').
5. COPIES OF THE CONTRACT DOCUMENTS SHALL NOT BE SUBMITTED AS SHOP DRAWINGS.CONTRACT DRAWINGS SHOW ONLY GENERAL DESIGN INTENT. FINAL SHOP DRAWING SECTIONSSHALL PROVIDE SIZES, LAYOUT, EXACT DIMENSIONS, ELEVATIONS, GRADES OF MATERIALS,ETC., SPECIFIC TO EACH LOCATION.
6. SHOP DRAWINGS SHALL BE REVIEWED AND STAMPED BY THE GENERAL CONTRACTOR ORCONSTRUCTION MANAGER PRIOR TO SUBMITTING TO DLR GROUP. REQUEST FOR INFORMATIONFOR ITEMS SUCH AS OVERALL BUILDING GEOMETRY, ELEVATIONS, ETC. SUBMITTED THROUGHSHOP DRAWAINGS SHALL BE DETERMINED BY THE CONTRACTOR. IF GEOMETRY CANNOT BEDETERMINED FROM THE DRAWINGS, THE CONTRACTOR SHALL SUBMIT AN RFI AND COORDINATETHE RESPONSE WITH ALL AFFECTED TRADES PRIOR TO FABRICATION.
DEFERRED SUBMITTALS:1. THE FOLLOWING ARE DEFERRED SUBMITTAL ITEMS:
- STEEL JOISTS
2. DEFERRED SUBMITTAL CALCULATIONS AND/OR SHOP DRAWINGS SHALL BE SIGNED ANDSEALED BY THE ENGINEER RESPONSIBLE FOR THEIR PREPARATION AND SHALL BE SUBMITTEDTO THE ENGINEER FOR REVIEW WITH THE SHOP DRAWING SUBMITTAL. ONCE REVIEWED,CONTRACTOR SHALL FORWARD TO THE BUILDING DEPARTMENT FOR APPROVAL. FABRICATIONAND/OR INSTALLATION OF DEFERRED SUBMITTAL ITEMS SHALL NOT OCCUR UNTIL APPROVAL OFTHE BUILDING DEPARTMENT IS RECEIVED.
3. REFER TO SPECIFICATIONS FOR ADDITIONAL REQUIREMENTS.
SPECIAL STRUCTURAL INSPECTIONS:1. IN ACCORD WITH IBC, SECTION 1704, AS NOTED BELOW. TESTING AND INSPECTION SHALL BE
BY AN INDEPENDENT TESTING/INSPECTION FIRM UNDER THE SUPERVISION OF A LICENSEDENGINEER EMPLOYED BY THAT FIRM. THIS ENGINEER SHALL BE DEEMED THE DESIGNATEDENGINEER OF RECORD FOR SPECIAL INSPECTIONS PERFORMED BY HIS FIRM OR HISCONSULTANTS. INSPECTORS SHALL BE ICBO CERTIFIED AND APPROVED BY THE BUILDINGOFFICIAL.
2. THE DESIGNATED ENGINEER OF RECORD FOR SPECIAL INSPECTIONS SHALL BE RESPONSIBLEFOR DEFINING THE ACTIVITIES OF THE INSPECTORS, FOR CERTIFYING THE QUALIFICATIONS OFTHE INSPECTORS WITH THE BUILDING OFFICIAL, AND TO ATTEND THE PRECONSTRUCTIONMEETING TO DEFINE THEIR SCOPE OF SERVICES AND THE TESTING OR TEST PROCEDURESTHAT ARE REQUIRED AS OUTLINED IN THE INTERNATIONAL BUILDING CODE.
3. SPECIAL INSPECTION IS TO BE PROVIDED IN ADDITION TO THE INSPECTIONS CONDUCTED BYTHE LOCAL DEPARTMENT OF BUILDING SAFETY AND SHALL NOT BE CONSTRUED TO RELIEVETHE OWNER OR HIS AUTHORIZED AGENT FROM REQUESTING THE PERIODIC AND CALLEDINSPECTIONS REQUIRED BY SECTION 109 OF THE INTERNATIONAL BUILDING CODE.
4. CONCRETE: PER SECTION 1704.4 WITH EXCEPTIONS. THE FOLLOWING ITEMS REQUIRE SPECIALINSPECTION: ALL CONCRETE EXCEPT SLAB-ON-GRADE.
5. ANCHOR BOLTS INSTALLED IN CONCRETE: PER TABLE 1704.4.
6. REINFORCING PER TABLE 1704.4 WITH EXCEPTION FOR CONCRETE NOT REQUIRING SPECIALINSPECTION.
7. WELDING: PER SECTION 1704.3 WITH EXCEPTIONS. PROVIDE INSPECTION OF ALL SHOPWELDING AT CONTRACTOR'S EXPENSE IF WELDING IS NOT DONE IN AN APPROVEDFABRICATOR'S SHOP.
8. HIGH STRENGTH BOLTING: PER SECTION 1704.3.3.
9. STRUCTURAL MASONRY: PER SECTION 1704.5 AND TABLES 1704.5.1 AND 1704.5.3
10. GRADING, EXCAVATION AND FILLING: PER SECTION 1704.7. SEE CIVIL DRAWINGS ANDSPECIFICATION DIVISION 2.
11. EXPANSION BOLT, SCREW ANCHOR AND ADHESIVE ANCHOR INSTALLATION TO VERIFYINSTALLATION IN ACCORD WITH ICBO REPORTS NOTED PREVIOUSLY OR APPROVED EQUAL.
12. THE INSPECTOR SHALL OBSERVE THE WORK ASSIGNED TO BE CERTAIN IT CONFORMS TO THEAPPROVED DESIGN DRAWINGS AND SPECIFICATIONS.
13. THE INSPECTOR SHALL FURNISH DAILY INSPECTION REPORTS ON THE WORK TO THE BUILDINGOFFICIAL AND TO THE ENGINEER. ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATEATTENTION OF THE CONTRACTOR FOR CORRECTION, AND, IF UNCORRECTED, TO THE ENGINEERAND THE BUILDING OFFICIAL.
14. THE TESTING/INSPECTION FIRM'S ENGINEER SHALL COMPLETE, SIGN AND SEAL A FINALREPORT CERTIFYING THAT TO THE BEST OF HIS KNOWLEDGE, THE WORK IS IN CONFORMANCEWITH THE CONTRACT DOCUMENTS.
15. CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE CONSTRUCTION SCHEDULEWITH THE OWNER'S SPECIAL INSPECTION REPRESENTATIVE IN A TIMELY MANNER AND SHALLNOT PROCEED WITH CONSTRUCTION OF COMPONENTS THAT MAY INTERFERE WITH THEINSPECTORS ABILITY TO PERFORM CODE REQUIRED INSPECTIONS. ANY COST INCURREDASSOCIATED WITH REMOVAL OF WORK TO PERFORM INSPECTIONS WILL BE BORNE BY THECONTRACTOR.
1. ARCHITECTURAL FINISHED FLOOR ELEVATION XX'-X” EQUAL SITE SURVEY ELEVATION XXXX.XX'.
2. FOOTING WIDTH SHOWN THUS 0'-0. IF NO WIDTH IS INDICATED SEE NOTE NO. 3.
3. TOP OF FOOTING ELEVATION = 99'-4”, OTHERWISE SHOWN THUS
4. INDICATES FOOTING TYPE. REFER TO FOOTING SCHEDULE ON SHEET S3.1
5. SEE SHEET S3.1 FOR REINFORCING SPLICE LENGTH TABLE.
6. SEE ARCHITECTURAL DRAWINGS FOR LOCATION OF THICKENED, SLOPED, RAISED, ORDEPRESSED SLABS.
7. PROVIDE AT LEAST 2' - 0" OR 1/2 THE FOOTING'S WIDTH OF GRANULAR STRUCTURAL FILL BELOWTHE FOOTING AND WIDEN EXCAVATION AS SPECIFIED IN SECTION 312000 "EARTH MOVING"
8. PROVIDE AT LEAST X' - X" OF STRUCTURAL FILL BELOW FLOOR SLAB AS SPECIFIED IN SECTION312000 "EARTH MOVING"
1. JOIST BEARING ELEVATION SHOWN THUS (0'-0) ON PLAN.
2. TOP OF STEEL ELEVATION SHOWN THUS (TOS = 0'-0) ON PLAN.
3. BOTTOM OF LINTEL ELEVATION SHOWN THUS (BOL = 0'-0) ON PLAN.
4. PROVIDE 3x3x1/4 ANGLE FRAMING AT ALL OPENINGS 12” OR LARGER IN METAL ROOF DECK UNLESS NOTED OTHERWISE. MEMBERS PERPENDICULAR TO JOISTS SHALL SPAN FROM JOIST TO
JOIST. SEE TYPICAL DETAIL.
5. PROVIDE L5X3X3/8 FRAMING AT ALL OPENINGS 12" OR LARGER IN FLOOR DECK UNLESS NOTEDOTHERWISE. MEMBERS PERPENDICULAR TO BEAMS SHALL SPAN FROM BEAM TO BEAM. SEETYPICAL DETAIL.
6. FRAMING FOR MECHANICAL UNITS IS FOR THE UNITS AS SPECIFIED. COORDINATE AND VERIFY THE EXACT FRAMING AND DIMENSION REQUIRED. VERIFY ALL ROOF PENETRATION SIZES AND
LOCATIONS.
7. JOIST MANUFACTURER TO DESIGN JOISTS FOR ALL APPLICABLE DEAD, LIVE, AND WIND LOADS.COORDINATE MECHANICAL EQUIPMENT LOADS WITH APPROPRIATE MANUFACTURERS.
8. DISCONTINUE JOIST BRIDGING WHERE MECHANICAL DUCTS RUN BETWEEN THE JOISTS. SEE DETAIL FOR BRIDGING. BRIDGING RUNS SHALL NOT ATTACH TO NON-LOAD BEARING WALLS.
9. PROVIDE TOP AND BOTTOM PLATES, DEFORMED BAR ANCHORS, AND T-PLATES AS SHOWN ONPLANS. IF NOT INDICATED ON PLANS, SEE TYPICAL DETAILS.
10. JOIST BRIDGING SHALL BE DESIGNED BY THE STEEL JOIST MANUFACTURER.
11. ANGLE STEEL SHOWN THUS ( ) ON PLANS. ALSO SEE ARCHITECTURAL ANDSTRUCTURAL DETAILS.
0
XX'-X"TOF
FX
ABBREVIATIONS:ABBREVIATIONS ARE AS SHOWN IN THE CONTRACT DOCUMENTS WITH THE FOLLOWING EXCEPTIONS:
BOL BOTTOM OF LINTELBOS BOTTOM OF STEELBRG BEARINGCJP COMPLETE JOINT PENETRATIONDBA DEFROMED BAR ANCHORDT DOUBLE TEEEE EACH ENDEW EACH WAYHC PRESTRESSED PRECAST HOLLOW COREHS HEADED ANCHOR STUDLLH LONG LEG HORIZONTALLLV LONG LEG VERTICALSTD STANDARDTOCB TOP OF CONCRETE BLOCKOUTTOCW TOP OF CONCRETE WALLTOF TOP OF FOOTINGTOGB TOP OF GRADE BEAMTOM TOP OF MASONRYTOP TOP OF PIERTOS TOP OF STEELTOW TOP OF WALLTYP TYPICALUNO UNLESS NOTED OTHERWISE
POST-INSTALLED ANCHORS:
1. ALL POST INSTALLED ANCHORS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'SRECOMMENDATIONS AND ICC EVALUATION REPORTS CORRRESPONDING TO THAT ANCHOR.
2. MASONRY:EXPANSION ANCHORS: SIMPSON STRONG-TIE WEDGE-ALL ANCHORS (ICC ESR-1396)
HILTI KWIK BOLT 3 MASONRY ANCHORS (ICC ESR-1385)
ADHESIVE ANCHORS: SIMPSON STRONG-TIE SET ADHESIVE ANCHORS (ICC ESR-1772)HILTI HIT-HY 70 MAX ADHESIVE ANCHORS (ICC ESR-2682 & ICC ESR-3342)
SCREW ANCHORS: SIMPSON STRONG-TIE TITEN HD ANCHORS (ICC ESR-1056)HILTI KWIK HUS-EX ANCHORS (ICC ESR-3056)
3. CONCRETE:EXPANSION ANCHORS: SIMPSON STRONG-BOLT WEDGE ANCHORS (ICC ESR-1771)
HILTI KWIK BOLT TZ CONCRETE ANCHORS (ICC ESR-1917)
ADHESIVE ANCHORS: SIMPSON STRONG-TIE SET-XP ADHESIVE ANCHORS (ICC ESR-2508)HILTI HIT-HY 200 ADHESIVE ANCHORS (ICC ESR-3197; SAFESET INSTALLATION ALLOWED WITH HOLLOW DRILL BIT)
SCREW ANCHORS: SIMPSON STRONG-TIE TITEN HD ANCHORS (ICC ESR-2713)HILTI KWIK HUS-EZ ANCHORS (ICC ESR-3027)
4. MASONRY CELLS SHALL BE FULLY GROUTED FOR INSTALLATION OF POST-INSTALLED ANCHORS.
5. POST-INSTALLED ANCHORS ARE NOT TO BE INSTALLED UNTIL CONCRETE OR GROUT HAS REACHEDITS DESIGN STRENGTH.DEMOLITION:
1. DEMOLITION OF EXISTING STRUCTURE TO BE REMOVED SHALL BE PERFORMED BY THECONTRACTOR USING MEANS NECESSARY TO PREVENT DAMAGE TO THE EXISTING STRUCTURE TOREMAIN. DAMAGE TO THE EXISTING STRUCTURE TO REMAIN SHALL BE REPAIRED AT THECONTRACTOR'S EXPENSE USING METHODS REVIEWED BY THE STRUCTURAL ENGINEER. IFEXISTING CONDITIONS DIFFER FROM THOSE SHOWN IN THE CONTRACT DOCUMENTS CONTACT THEARCHITECT PRIOR TO PREOCEEDING WITH WORK.
EXISTING CONDITIONS:1. CONTRACTOR IS TO FIELD VERIFY EXISTING CONDITIONS PRIOR TO BIDDING. ALL WORK AND
MATERIALS NECESSARY TO INSTALL NEW WORK IN EXISTING BUILDING SHALL BE INCLUDED.
2. DISCREPANCIES: CONTRACTOR SHALL NOTIFY ARCHITECT/ENGINEER IMMEDIATELY IF EXISTINGCONDITIONS DO NOT MATCH, OR SEEM IN CONFLICT WITH, INFORMATION SHOWN ON DRAWINGS.
3. EVERY EFFORT SHALL BE MADE TO MINIMIZE DISRUPTION TO OWNER'S OPERATIONS AND TOPROVIDE PATRON, FACILITY STAFF AND WORKER SAFETY.
4. EXCESSIVE NOISE AND VIBRATION SHALL BE PRE-APPROVED AND COORDINATED WITH THEOWNER'S REPRESENTATIVE.
5. PROVIDE PROTECTION FOR ALL EXISTING BUILDING MATERIALS AND EQUIPMENT TO REMAIN FROMDAMAGE DUE TO DEMOLITION OR CONSTRUCTION OPERATIONS PERFORMED UNDER THISCONTRACT.
6. THE SEQUENCE OF CONSTRUCTION SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR AND HESHALL BE RESPONSIBLE FOR PROVIDING ALL TEMPORARY GUYS, BRACING, AND OTHER SUPPORTSAS NEED TO SAFELY RESIST ALL LOADS TO WHICH THE STRUCTURE MAY BE SUBJECTED,INCLUDING LOADS ERECTION EQUIPMENT AND ERECTION OPERATIONS, AND WIND OR SEISMICFORCES COMPARABLE IN INTENSITY FOR WHICH TEH STRUCTURE AS DESIGNED.
7. ALL ERECTION AND CONSTRUCTION PROCEDURES SHALL MEET THE REQUIREMENTS OF ALLAPPLICABLE CODES AND ORDINANCES.
8. ALL FRAMING CONNECTION TO EXISTING STRUCTURE SHALL BE FIELD VERIFIED PRIOR TO SHOPDRAWING PRODUCTION AND FABRICATION.
9. ALL FURNITURE AND EQUIPMENT SHALL BE REMOVED FROM THE FLOOR STRUCTURE TO BERETROFITTED BEFORE THE NEW STEEL IS INSTALLED.
10. JACK EXISTING BEAMS UP AS REQUIRED TO ALLOW FOR INSTALLATION OF NEW STEEL ON EXISTINGBEAMS. THE STRUCTURAL INTEGRITY OF THE BUUILDING SHALL NOT BE COMPROMISE DURINGTHIS PROCESS.
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1 FOUNDATION PLAN, BASEMENT LEVEL - AREA A
RE
F.
6
7
5
4
3
2
1
H M N O P Q
8
10
3' - 0"
14' -
11
5/8"
FUTURE MECHANICAL
L M N O P Q
1
2
3
4
5
6
7
8
10
TYP2' - 0"
SPREAD FOOTINGREINFORCEMENT
1' - 0"
AROUND1' - 6"
AROUND1' - 6"
AROUND1' - 6"
2' -
0"
EXISTING FOOTING.11' - 6" SQUARE(FIELD VERIFY)
EXISTING FOOTING.10' - 6" SQUARE(FIELD VERIFY)
EXISTING FOOTING.10' - 6" SQUARE(FIELD VERIFY)
EXISTING FOOTING.11' - 6" SQUARE(FIELD VERIFY)
EXISTING FOOTING.10' - 6" SQUARE(FIELD VERIFY
EXISTING FOOTING.9' - 9" SQUARE(FIELD VERIFY)
EXISTING FOOTING.10' - 6" SQUARE(FIELD VERIFY)
EXISTING FOOTING.11' - 0" SQUARE(FIELD VERIFY)
EXISTING FOOTING.11' - 6" SQUARE(FIELD VERIFY)
31
S3.1 TYP
TOF 77' - 0"
EXISTING U.N.O
TOF 78' - 0"
EXISTING
TOF 78' - 0"
EXISTING
TOF 78' - 0"
EXISTINGTOF 79' - 0"
EXISTING
34
S3.1TYP
HSS4X4X1/4
MC
8x20
MC
8x20
MC
8x20
MC
8x20
MC
8x20
MC
8x20
MC
8x20
6' - 0"
10"
TO
S =
92'
-0"
TY
P(V
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IFY
)
10 1/2"
6' - 10"51
S3.1TYP
44
S3.1
42
S3.1
HSS 4x4x1/2 POSTTYP
25
S3.1
16
S3.1
ON
WA
LL
CE
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ER
PO
ST
28' - 2" 28' - 0" 28' - 0" 24' - 0" 18' - 8"
8' -
1"
18' -
1"
6' -
0"
18' -
0"
24' -
0"
24' -
10"
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1 FOUNDATION PLAN, BASEMENT LEVEL- AREA B
STL JST STL JST
STL JST
L M N O P Q
1
2
3
4
5
6
7
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
18K3
EXIST. JST
18K3
EXIST. JST
18K3
EXIST. JST
18K3
EXIST. JST
18K3
EXIST. JST
18K3
EXIST. JST
18K3
EXIST. JST
18K3
EXIST. JST
18K3
EXIST. JST
18K3
EXIST. JST
18K3
EXIST. JST
18K3
EXIST. JST
18K3
EXIST. JST
18K3
EXIST. JST
18K3
EXIST. JST
18K3
EXIST. JST
18K3
EXIST. JST
18K3
EXIST. JST
18K3
EXIST. JST
18K3
EXIST. JST
18K3
EXIST. JST
18K3
EXIST. JST
18K3
EXIST. JST
18K3
EXIST. JST
18K3
EXIST. JST
18K3
EXIST. JST
18K3
EXIST. JST
18K3
EXIST. JST
18K3
EXIST. JST
18K3
EXIST. JST
18K3
EXIST. JST
18K3
EXIST. JST
18K3
EXIST. JST
18K3
EXIST. JST
18K3
EXIST. JST
18K3
EXIST. JST
18K3
EXIST. JST
18K3
EXIST. JST
14K1
EXIST. JST
14K1
EXIST. JST
14K1
EXIST. JST
14K1
EXIST. JST
14K1
EXIST. JST
14K1
EXIST. JST
14K1
EXIST. JST
14K1
EXIST. JST
14K1
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14K1
EXIST. JST
14K1
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14K1
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14K1
EXIST. JST
14K1
EXIST. JST
14K1
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14K1
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14K1
EXIST. JST
14K1
EXIST. JST
14K1
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14K1
EXIST. JST
14K1
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14K1
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14K1
EXIST. JST
14K1
EXIST. JST
14K1
EXIST. JST
14K1
EXIST. JST
14K1
EXIST. JST
14K1
EXIST. JST
14K1
EXIST. JST
14K1
EXIST. JST
14K1
EXIST. JST
14K1
EXIST. JST
14K1
EXIST. JST
14K1
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
20K3
EXIST. JST
18K3
EXIST. JST
18K3
EXIST. JST
18K3
EXIST. JST
18K3
EXIST. JST
18K3
EXIST. JST
18K3
EXIST. JST
14K1
EXIST. JST
14K1
EXIST. JST
14K1
EXIST. JST
14K1
EXIST. JST
14K1
EXIST. JST
14K1
EXIST. JST
14K1
EXIST. JST
14K1
EXIST. JST
20K3
EXIST. JST
20K3
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20K3
EXIST. JST
20K3
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20K3
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18K3
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18K3
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20K3
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20K3
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20K3
19 3/4K-SP
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EX
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W30
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W21
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EX
IST
W21
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EX
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W21
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EX
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W24
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EX
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W24
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EX
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W21
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EX
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W18
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EX
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W24
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EX
IST
W24
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EX
IST
W18
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EX
IST
W18
x35
EX
IST
W21
x68
EX
IST
W16
x26
EX
IST
W16x26EXIST
W12x22EXIST
W16x26EXIST
W12
x14
EX
IST
W24x68EXIST
W24x68EXIST
W24x68EXIST
W24x68EXIST
W24x68EXIST
W24x68EXIST
W24x68EXIST
W24x68EXIST
W24x68EXIST
W24x68EXIST
W24x68EXIST
W24x68EXIST
W24x68EXIST
W16x31EXIST
W16x31EXIST
W16x31EXIST
W12x14EXIST
W21
EW
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W21
A
W24
AW
21B
W18
A
W24
B
12
S3.1TYP
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S3.1
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S3.1
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TYP
22
S3.1TYP
21
S3.1
A 21
S3.1
B
W18
A
W33
AW
33A
28' - 2" 28' - 0" 28' - 0" 24' - 0" 18' - 8"
8' -
1"
18' -
1"
6' -
0"
18' -
0"
24' -
0"
24' -
10"
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SCALE: 1/8" = 1'-0"S2.1B
1 FRAMING PLAN, FIRST LEVEL - AREA B
L M N O P Q
1
2
3
4
5
6
7
22K4 SPLICED
22K4 SPLICED
22K4 SPLICED
22K4 SPLICED
22K4 SPLICED
22K4 SPLICED
22K4 SPLICED
22K4 SPLICED
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22K4 SPLICED
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22K4 SPLICED
22K4 SPLICED
22K4 SPLICED
22K4 SPLICED
22K4 SPLICED
22K4 SPLICED
22K4 SPLICED
22K4 SPLICED
22K4 SPLICED
22K4 SPLICED
22K4 SPLICED
22K4 SPLICED
22K4 SPLICED
W21
x68
W18
X60
W21
x44
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EX
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ALT
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# 1
12
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W18
AW
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W21
A
22
S3.1
TYP
21
S3.1
A
TYP
TYP
35
S3.1TYP
28' - 2" 28' - 0" 28' - 0" 24' - 0" 18' - 8"
8' -
1"
18' -
1"
6' -
0"
18' -
0"
24' -
0"
24' -
10"
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SCALE: 1/8" = 1'-0"S2.2B
1 FRAMING PLAN, SECOND LEVEL - AREA B
CL
CL
BEAM SIZE WT SIZE ANGLE
W18X40W18x60
WT12x31
W21x44
W21x62
W21x68
W24x62W24x68
N/A
STEEL BEAM REINFORCEMENT SCHEDULE
WT, SEESCHEDULE
EXISTING STEEL BEAM
SEESCHED
W24x76
MARK WELD SIZE
3/16"
3/16"
3/8"
3/16"
3/16"
3/16"
SECTION
ASECTION A
A
A
A
A
A
B
WT12x31 N/A
WT12x31 N/A
WT12x38 N/A
WT12x31 N/A
WT12x38 2 - L6x3 1/2x1/2
WT, SEESCHEDULE
EXISTING STEEL BEAM
SEESCHED
BSECTION B
ANGLE, SEE SCHEDULE
SEESCHED
3/8"B WT12x38 2 - L6x3 1/2x1/2
W18A
W21A
W21B
W21E
W24A
W24B
W33x141 3/8"A WT12x38 N/AW33A
W21x62W21C
EXISTING METAL DECK
STEEL SPLICE FIELD-BOLTED JOIST
EXISTING STEEL BEAM
MATCH EXISTING
T.O. JOIST EL
3/16 3"
JOIS
T S
EA
T
2 1/
4" D
EE
P
SHIM PLATE 1/4"x6"x0'-8"CENTERED ON JOIST SEAT
NOTES:1. FIELD VERIFY JOIST SPAN DIMENSIONS2. AFTER INSTALLATION OF STEEL JOIST, A 1/4-INCH THICK STEEL PLATE
SHALL BE INSTALLED BENEATH THE JOIST SEAT TO PROVIDE A TIGHTCONNECTION AGAINST THE METAL DECK.
3. ATTACH METAL DECK TO STEEL JOIST WITH No.12 SCREWS AT EVERYOTHER DECK RIB.
4. DISCONTINUE ANY BRIDGING ELEMENT TO ALLOW INSTALLATION OF NEWJOIST. AFTER INSTALLATION, RESTORE CONTINUOUS BRIDGING ELEMENTS.
No. 12 CONCRETE SCREW
MIN1' - 0"
No.12 CONCRETE SCREWAT EVERY OTHERDECK RIB
EXISTING METALDECK WITHCONCRETE TOPPING
EXISTING JOISTS
NEW STEEL JOIST,SEE PLAN
COLUMN SIZEPLATE
THICKNESS
W12x72 3/8''
W12x79
W14x90
STEEL COLUMN REINFORCEMENT SCHEDULE
EXISTING STEEL COLUMN
SEESCHED
MARK SECTION
ASECTION A
A
A
A
3/8''
3/8''
C12A
C12B
C14A
1/2" TYP
PLATE, SEESCHEDULE
WELD SIZE
3/16"
3/16"
1/4"
CJP
ASECTION
L3x2x1/2 TYP
1" TYP
WT
EXISTING STIFFENERPLATE, FIELD VERIFY
EXISTINGSTEEL BEAM
EXISTINGSTEEL COLUMN
EXISTINGSTEEL COLUMN
EACH WAY 2' - 6'' MIN
A
1/4TYP
3/4" STEEL ROD (50 ksi)
EXTEND OF STEEL ROD
TOP OF PIER EL(EXISTING)
FIELD VERIFY
TOF EL(EXISTING)
FIELD VERIFY
EXISTINGCONCRETEPIER
#6x2'-6'' EPOXY DOWELREINFORCEMENT, EMBED 6'' INTOEXISTING COLUMN - ONE AT EACHFACE
EXISTING COLUMN
CLR2"
EPOXY BAR WITH 90 DEG STD ENDHOOK AT 10" OC ON BOTH DIRECTIONS,EMBED 6" INTO EXISTING FOOTING
3" CLR
NEW FTGSEE PLANS SEE PLANS AND FIELD VERIFY
EXISTING FOOTING NEW FTGSEE PLANS
#6 BARS EA WAY WITH 90 DEGSTD END HOOKAT 10" OC
3" C
LR
#6 EPOXY DOWELS WITH 90 DEG STDEND HOOK AT 12" OC, EMBED 8" INTOEXISTING FOOTING
#3 CLOSED STIRRUPS AT 12" OC
1' -
0"
2 1/
2"
2 #6 TOP, MIDDLE AND BOTTOM
PROCEDURES:
1. EXCAVATE AROUND EXISTING FOOTING.2. ROUGHEN ALL SURFACE OF EXISTING FOOTING TO
A FULL AMPLITUDE OF 1/4 IN.3. INSTALL ALL EPOXY DOWELS AND FASTEN ALL NEW
REBAR USING STEEL WIRES.4. COAT THE EXISTING FOOTING WITH BONDING AGENT.5. POUR NEW CONCRETE WITH SHRINKAGE REDUCTION
ADMIXTURE.
6"
TYP 1' - 0"
NEW OPENING AT EXISTING WALL.AFTER INSTALLING STEEL CHANNELAND PLATE AT HEADER, CAREFULLYREMOVE EXISTING CONCRETE FORNEW OPENING
STEEL CHANNEL
CONCRETEWALL
A
3"6"
C12x20.7 W/2-3/4" A325N THRUBOLTS AT 12" OC
PL 1/2"x12"
DRILL HOLES ANDGROUT HOLESCOMPLETELY AFTERBOLTS ARE IN PLACE
A
EXISTING METAL DECK
STEEL SPLICE FIELD-BOLTED JOIST
EXISTING STEEL BEAM
MATCH EXISTING
T.O. JOIST EL
3/16 3"
SHIM PLATE 1/4"x6"x0'-8"CENTERED ON JOIST SEAT
NOTES:1. FIELD VERIFY JOIST SPAN DIMENSIONS2. AFTER INSTALLATION OF STEEL JOIST, A 1/4-INCH THICK STEEL PLATE
SHALL BE INSTALLED BENEATH THE JOIST SEAT TO PROVIDE A TIGHTCONNECTION AGAINST THE METAL DECK.
3. ATTACH METAL DECK TO STEEL JOIST WITH No.12 SCREWS AT EVERYOTHER DECK RIB.
4. DISCONTINUE ANY BRIDGING ELEMENT TO ALLOW INSTALLATION OF NEWJOIST. AFTER INSTALLATION, RESTORE CONTINUOUS BRIDGING ELEMENTS.
No. 12 CONCRETE SCREW
FV 4'-0''
1"
1' - 6" x 1/2" Ø EPOXY DOWEL INTOEXISTING SLAB ON GRADE WITH6" EMBEDMENT
EXISTING SLABNEW 4" SLAB ON GRADE
6x6 - W.21xW2.1 WWF
OPENING
HSS8X4X1/4
HS
S4X
4X1/
4 U
NO
HS
S4X
4X1/
4 U
NO
LEVEL EL = 82'-0"
LEVEL
S3.1
43
S3.1
44
42
S3.1
BOS ELE. = 90'-6"
L7x4x3/8(LLV) AT EA SIDEOF THE TUBE W/ 13/16"x3" VERT.SLOTTED HOLE.
1-3/4"Ø A325N THRU BOLTAND WASHERS. FINGER TIGHTENNUT. BACK OF 1/2 TURN & UPSETTHREATS
STEEL POST
1 1/2"5"
1 1/2"
1/2"Ø EXPANSION ANCHOR BOLTWITH 3 1/4" MIN. EMBEDMENT
1"
1/2"
BOS ELEVATION
PL 9"x4 1/2"
STEEL POST
1/4
1/4
HSS MEMBER NOTCHEDAT ENDS
1/2"
1"1"
3"
1 1/2" 4" 2 1/2"
2 1/
2"
1/4
BASE PL 1/2"x5"x0'-8"W/ 2-5/8" EXP ANCHORSW/ 3" EMBEDMENT
OPENING EDGE
NOTE: SEE DETAIL 44/S3.1 FORTHICKENED SLAB SUPPORT
1 1/
2"
1' -
2"
6' - 0"
SEE PLANS
STEEL CHANNEL
1 1/2" x 22GA COMPOSITEMETAL DECK
LIGHT WEIGHT CONCRETE
ELECTRICAL CONDUITS
(PARALLEL TO WALL)
UN
O2'
- 0
"
BEARING PL1/2"x7"x0'-7"UNO ON PLANS
FILL ALL CELLS WITH GROUT INSHADED AREA.
2-3/4"Øx1'-0" EPOXY BOLTSAND WASHERS
PROVIDE 3" LONG SLOTTEDHOLES IN BEAM FLANGE
1" NON-SHRINKGROUT MINIMUM
FINGER TIGHTEN AND UPSETTHREADS. TYPICAL UNOSTEEL BEAM
UNO8" BEARING
2' - 0"
CREATE POCKET TO RECEIVE NEWBEAM AND GROUT FULLY AFTERINSTALLATION
26
S3.1
FINGER TIGHTEN NUTS ANDUPSET THREADS - TYPICALUNO
BEARING PLATE 1/2"x7"x0'-9"UNO ON PLANS CENTER ONWALL UNO
STEEL BEAM3 1/2" BEARING
1" NON-SHRINKGROUT MIN
FILL ALL CELLS WITHGROUT IN SHADED AREA
2-3/4"Ø x1'-0" EPOXY BOLTSAND WASHERS. PROVIDE 3"LONG SLOTTED HOLES INBEAM FLANGE
(PERPENDICULAR WALL)
1' - 4" MIN1'-4"MIN
2'-0
" U
NO
1/4
BARSIZE
LAPCLASS
1ABABABABABABABABAB
#3
#4
#5
#6
#7
#8
#9
#10
#11
COMPRESSIONLAP SPLICES
2 3 4 5 6 1 2 3 4 5 6
TOP BARSCATEGORY
OTHER BARSCATEGORY
TENSION LAP SPLICES
1621
1621
1621
1621
1621
1621
2330
2228
2228
2228
2228
2228
3646
2937
2735
2735
2735
2735
5065
4052
3546
3242
3242
3242
6989
5571
4863
3950
3849
3849
90117
7294
6382
5166
4559
43564863
5774
6483
80104
91119
114148
5876
7394
81106
102132
116151
145188
7193
89116
100130
125162
142185
178231
1316
1316
1316
1316
1316
1316
1823
1722
1722
1722
1722
1722
2736
2229
2127
2127
2127
2127
3950
3140
2735
2532
2532
2532
5369
4255
3748
3039
2938
2938
7090
5672
4963
3951
3545
3343
88114
7091
6280
4964
4457
3748
112145
89116
78102
6381
5673
4558
137178
110142
96125
77100
6989
5571
14
17
21
27
30
34
38
44
49
STRUCTURALELEMENT
BEAMS, COLUMNS,AND INNER LAYEROF WALLS OR SLABS
ALL OTHERS
CONCRETECOVER
CATEGORY, ACCORDING TOCENTER-TO-CENTER SPACING
≤ 3db> 3db< 4db
≥ 6db≥ 4db< 6db
≤db
> db ≤ db> db,< 2db
≥ 2db
11
13
15
26
111
133
135
246
NOTES:1. CATEGORIES 1 THROUGH 6 DEPEND ON THESTRUCTURAL ELEMENT, CONCRETE COVER, AND THECTR-TO-CTR SPACING OF BARS, AS SHOWN IN TABLE.2. TOP BARS ARE HORIZONTAL BARS WITH MORE THAN12 INCHES OF CONCRETE CAST BELOW THE BARS.3. USE LAP CLASS B U.N.O.4. FOR LIGHTWEIGHT AGGREGRATE, MULTIPLY THEVALUES BY 1.3.
5. #11 AND SMALLER EDGE BARS WITH CENTER -TO-CENTER SPACING NOT LESS THAN 6d ARE ASSUMED TO HAVE ASIDE COVER NOT LESS THAN 2.5d. OTHERWISE CATEGORY 5 APPLIES RATHER THAN CATEGORY 6.6. FOR SPLICE OF BARS WITH DIFFERENT SIZE, USE VALUE REQUIRED FOR LARGER BAR.
4-#6 EACH WAY
FIN FL EL
SEE PLANS
(AT STEEL POST
SE
E P
LAN
SLA
B T
HIC
KN
ES
S
1' - 0" 3' - 0" 1' - 0" .3" C
LR
8"
STEEL COLUMN AND BASEPLATE
CL
OF
BE
AM
LOC
AT
E A
T C
LO
F W
ALL
UN
OO
N P
LAN
S
PROVIDE 3" LONG SLOTTEDHOLE IN CHANNEL FLANGE
BEARING PLATE
BOTTOM PLATE NOTES:1. STOP PLATE AT EDGE OF OPENING WHEN NO CONTROL JOINT.2. EXTEND PLATE TO END OF BEAM WHEN THERE IS AN OFFSETCONTROL JOINT ABOVE THE OPENING.
(AT CMU WALL)
STEELCHANNELBEAM
3"
GROUT CELLS MINIMUM OF 6"AROUND EXPANSION BOLTS
METAL DECK
L3x3x1/4 CONTINUOUS
GROUT 8" AROUND ANCHOR
MASONRY WALL
DECK BRG EL
SEE PLAN
(AT CMU WALL, 1 SIDE)
3/4"Ø EXPANSION BOLTSWITH 5" MINIMUM EMBEDMENT@ 2'-0" OC
5/8
SPACE AS REQ(D)FOR DIAPRAGMOR 1'-0 OC MAX
2"8"
2"
1/2"
1/8 2" MIN
3/16
EXIST CMU WALL
BENT PL 3/8"x1'-0" (4" HORIZ LEG) W/(4) 3/4"Ø ADHESIVE ANCHORS @8" OC(6" MIN EMBED)
3/8" GUSSET PLCENTERED ON BENT PL
NEW JOIST PER PLAN
EXISTING FLOOR
Arc
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5/1
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C:\R
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SS3.1
20
17
PR
INT
SH
OP
BU
ILD
OU
T &
ST
RU
CT
UR
AL D
EF
ICIE
NC
Y R
EN
OV
AT
ION
NO SCALES3.1
21 STEEL BEAM REINFORCEMENT SCHEDULE
NO SCALES3.1
12 STEEL JOIST TO EXISTING BEAMNO SCALES3.1
13 STEEL JOIST DETAIL AT EXISTING ROOFNO SCALES3.1
14 STEEL COLUMN REINFORCEMENT SCHEDULE
NO SCALES3.1
22 BEAM REINFORCEMENT OVER COLUMNS
NO SCALES3.1
31 SPREAD FOOTING REINFORCEMENT DETAIL
NO SCALES3.1
15 TYP LINTEL AT NEW OPENING
NO SCALES3.1
24 STEEL JOIST TO EXISTING BEAM
NO SCALES3.1
34 SLAB-ON-GRADE-DETAIL
NO SCALES3.1
41 EXTERIOR WALL OPENING ELEVATIONNO SCALES3.1
42 POST CONNECTION DETAILNO SCALES3.1
43 DETAILNO SCALES3.1
44 POST BASE PLATE
NO SCALES3.1
51 CONDUIT ENCASEMENT
TOP OF STEEL
NO SCALES3.1
25 TYP BEARING STEEL ON MASONRY
NO SCALES3.1
16 TYP BEARING STEEL ON MASONRY
NO SCALES3.1
1 CONCRETE REINFORCING LAP SPLICES
NO SCALES3.1
45 TYP THICKENED SLAB DETAIL
NO SCALES3.1
26 TYP STEEL BEAM BEARING DETAIL
NO SCALES3.1
2 DECK TO WALL DETAILNO SCALES3.1
35 JOIST TO EXIST CMU WALL DETAIL
BAS BUILDING AUTOMATION SYSTEMB to B BACK TO BACKBBO BOILER BLOW OFFBC BALANCING COCKBCMU BURNISHED CONCRETE MASONRY UNITBD BOARDBD BACK DRAFT DAMPERBET BETWEENBFP BACKFLOW PREVENTERBFR BELOW FLOORBF BOILER FEEDBFV BUTTERFLY VALVEBHP BREAK HORSE POWERBKR BREAKERBL BUILDING LINEBLDG BUILDINGBLK BLOCKBLKG BLOCKINGBLKHD BULKHEADBM BEAMBM BENCH MARKBOD BOTTOM OF DUCTBOF BOTTOM OF FOOTINGBOTT BOTTOMBRDG BRIDGINGBRG BEARINGBRKT BRACKETBSMT BASEMENTBT BATH TUBBTU BRITISH THERMAL UNITBTUH BRITISH THERMAL UNIT PER HOURBUR BUILT UP ROOFINGBV BALL VALVE
C CONDENSER WATERC CONDUITCA COMBUSTION AIRCAB CABINETCANT CANTILEVERCAP CAPACITYCAS CASINGCBD CHALKBOARDCD CONDENSATE DRAINCCTV CLOSED CIRCUIT TELEVISIONCE COVER ELEVATIONCEM CEMENTCENT CENTRIFUGALCER CERAMICCF CUBIC FEETCFH CUBIC FEET PER HOURCFM CUBIC FEET PER MINUTECG CORNER GUARDCH CHANNELCI CAST IRONCI CURB INLETCIP CAST IN PLACECIP CAST IRON PIPECIRC CIRCULATINGCJ CONTROL JOINTCJA CONTROL JOINT ABOVECKT CIRCUITCKT BK CIRCUIT BREAKERCL CENTERLINECL CIRCUIT LINECLG CEILINGCLOS CLOSETCLR CLEARCM CEILING MOUNTEDCMP CORRUGATED METAL PIPECMU CONCRETE MASONRY UNITCO CLEAN OUTCO CONDUIT ONLYCO2 CARBON DIOXIDECOL COLUMNCOM COMMONCOMB COMBINATIONCOMM COMMUNICATIONSCOMP COMPOSITECOMP COMPRESSOR UNITCOMPR COMPRESSIBLECONC CONCRETECONF CONFERENCECONFIG CONFIGURATIONCONN CONNECTCONN CONNECTIONCONST CONSTRUCTIONCONT CONTINUOUS OR CONTINUATIONCONTR CONTRACTOR OR CONTRACTCONV CONVECTORCORR CORRIDORCP CONDENSER PUMPCP COVER PLATECPS CYCLES PER SECONDCPT CARPETCR CONDENSER WATER RETURN
CR CORROSION RESISTANTCS COUNTERSINKCS COMBINATION SEWERCS CONDENSER WATER SUPPLYCSK COUNTERSUNKCSMU CALCIUM SILICATE MASONRY UNITCSP COMBINATION STANDPIPECJ CONSTRUCTION JOINTCSWK CASEWORKCT COOLING TOWERCT CERAMIC TILECT CURRENT TRANSFORMERCTR CENTERCU COPPERCU CONDENSING UNITCU CUBICCU COMBINATION UNITCUH CABINET UNIT HEATERCW COLD WATERCV CONDOM VENDORCWR CHILLED WATER RETURNCWS CHILLED WATER SUPPLYCY CUBIC YARDCYL CYLINDER
D DRAIND DEPTHD DATADB DRY BULBDB DECIBELDBA DEFORMED BAR ANCHORDBL DOUBLEDC DIRECT CURRENTDC DUST COLLECTORDCJ DUMMY CONTROL JOINTd PENNY (AS NAIL 10D)DDC DIRECT DIGITAL CONTROLDE DEIONIZED WATERDEG DEGREEDEPR DEPRESS(ION)(ED)DEPT DEPARTMENTDET DETENTIONDF DRINKING FOUNTAINDFR DIESEL FUEL RETURNDFS DIESEL FUEL SUPPLYDFV DIESEL FUEL VENTDG DOOR GRILLEDH DUCT HEATERDI DISTILLED WATERDI DUCTILE IRONDIA DIAMETERDIAG DIAGONALDIFF DIFFUSERDIM DIMENSIONDISC SW DISCONNECT SWITCHDISC DISCONNECTDISCH DISCHARGEDISTR DISTRIBUTIONDL DEAD LOADDM DAMPER MOTORDMPR DAMPERDN DOWNDSN DOWNSPOUT NOZZLEDO OR " DITTODPFG DAMPROOFINGDPS DIFFERENTIAL PRESSURE SWITCHDR DOORDR DRAINDS DOWNSPOUTDS DISTILLED WATERDSP DRY STANDPIPEDTL DETAILDTR DUCT THRU ROOFDW DISHWASHERDWG DRAWINGDWL DOWELDWR DRAWERDXS DOUBLE EXTRA STRONG
E EASTEA EACHEA EXHAUST AIREAT ENTERING AIR TEMPERATUREEB EXPANSION BOLTEC ELECTRICAL CONTRACTOREDH ELECTRIC DUCT HEATEREE EACH ENDEER ENERGY EFFICIENCY RATIOEEW EMERGENCY EYEWASHEEWS EMERGENCY EYEWASH/SHOWEREF EACH FACEEF EXHAUST FANEFF EFFICIENCYEH ELECTRICAL HEATEREIFS EXTERIOR INSULATION AND FINISH SYSTEMEJ EXPANSION JOINTEL ELEVATIONELAS ELASTOMERICELEC ELECTRIC(AL)ELEV ELEVATOREMCS ENERGY MANAGEMENT CONTROL SYSTEMEMER EMERGENCYEMD ESTIMATED MAXIMUM DEMANDEMT ELECTRICAL METALLIC TUBINGEMV EMERGENCY MIXING VALVEENCL ENCLOSUREENTR ENTRANCEEOMD END OF MAIN DRIPEP ELECTRO-PNEUMATICEP EXPLOSION PROOFEPO EMERGENCY POWER OFFERF EPOXY RESIN FLOORINGEQ EQUALEQUIP EQUIPMENTER EXHAUST REGISTERES EMERGENCY SHOWERES EXTRA STRONGESP EXTERNAL STATIC PRESSUREEST ESTIMATEET EXPANSION TANKEW EACH WAYEWC ELECTRIC WATER COOLEREWH ELECTRIC WATER HEATEREWT ENTERING WATER TEMPERATUREEXC EXCAVATEEXH EXHAUSTEXIST EXISTINGEXP EXPANSIONEXP EXPOSEDEXPL EXPLOSIONEXT EXTERIOR
F FAHRENHEITF FIRELINEF FURNACEFA FIRE ALARMFAB FABRICATEDFB FACE BRICKFC FLUID COOLER
FC FOOT CANDLEFCMU FLUTED CONCRETE MASONRY UNITFCO FLOOR CLEAN OUTFCU FAN COIL UNITFD FIRE DAMPERFD FLOOR DRAINFDC FIRE DEPARTMENT CONNECTIONFDN FOUNDATIONFDNDR FOUNDATION DRAINFDR FEEDERFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFF FINISH FLOORFH FILTER HOUSINGFH FIRE HYDRANTFHC FIRE HOSE CABINETFIG FIGUREFIN FINISHFIX FIXTUREFL FLOORFLASH FLASHINGFLEX FLEXIBLEFLUOR FLUORESCENTFLG FLOORINGFLM FULL LENGTH MIRRORFM FACTORY MUTUALFM FIRE MAINFMCS FACILITIES MANAGEMENT CONTROL SYSTEMFME FLOW MEASURING EQUIPMENTFO FACE OFFO FINISH OPENINGFOC FACE OF CONCRETEFOF FACE OF FINISHFOF FUEL OIL FILLFOM FACE OF MASONRYFOR FUEL OIL RETURNFOS FACE OF STUDFOS FUEL OIL SUPPLYFOV FUEL OIL VENTFOW FACE OF WALLFP FIREPROOFINGFPD FIRE PUMP DISCHARGEFPM FEET PER MINUTEFR FIRE RESISTIVEFR FRAMEFRP FIBERGLASS REINFORCED PANELFS FLOOR SINKFS FLOW SWITCHFSD FIRE/SMOKE DAMPERF.S.E.C. FOOD SERVICE EQUIPMENT CONTRFSS FOLDING SHOWER SEATFT FEET (FOOT)FT FIN TUBEFT FLOW TRANSMITTERFTG FOOTINGFUT FUTUREFVC FIRE VALVE CABINETFWC FABRIC WALL COVERING
G GRILLEG NATURAL GASGA GAUGEGAL GALLONGALV GALVANIZEDGB GRAB BARGC GENERAL CONTRACTORGCO GRADE CLEAN OUTGCMU GLAZED CONCRETE MASONRY UNITGD GARBAGE DISPOSALGEN GENERALGEN GENERATORGFA GROSS FLOOR AREAGFI GROUND FAULT INTERRUPTERGFRC GLASS FIBER REINFORCED CONCRETEGHR GLYCOL-WATER HEATING RETURNGHS GLYCOL-WATER HEATING SUPPLYGI GALVANIZED IRONGL GLUE LAMINATEDGL GLASSGMU GLASS MASONRY UNITGND GROUNDGOVT GOVERNMENTGPH GALLONS PER HOURGPM GALLONS PER MINUTEGR GUARD RAILGR GRADEGR GRILLEGRC GLAVANIZED RIGID CONDUITGRC GLASS REINFORCED CONCRETEGRGP GLASS REINFORCED GYPSUM PLASTERGRS GALVANIZED RIGID STEELGS GASOLINEGV GATE VALVEGV GREASE VENTGW GREASE WASTEGWB GYPSUM WALL BOARDGYP GYPSUM
H HEIGHTH 1E HOOK ONE ENDHB HOSE BIBHC HANDICAPHC HOLLOW COREHCB HANDICAP BENCHHCR HOT / CHILLED WATER RETURNHCS HOT / CHILLED WATER SUPPLYHD HAND DRYER OR HAIR DRYERHDBD HARDBOARDHDR HEADERHDWD HARDWOODHDWR HARDWAREHEV HOSE END VALVEHID HIGH INTENSITY DISCHARGEHM HOLLOW METALHOA HAND OFF AUTOMATICHORIZ HORIZONTALHP HEAT PUMPHP HIGH PRESSUREHP HORSEPOWERHPR HIGH PRESSURE STEAM RETURNHPS HIGH PRESSURE SODIUMHPS HIGH PRESSURE STEAM SUPPLYHR HANDRAILHR HOURHS HEADSTUDHSTR HIGH STRENGTHHT HEIGHTHTG HEATINGHTR HEATERHTWR HIGH TEMP HOT WATER RETURNHTWS HIGH TEMP HOT WATER SUPPLYHUM HUMIDIFIERHV HEATING VENTILATING UNITHVAC HEATING VENTILATING AND AIR CONDITIONINGHW DOMESTIC HOT WATERHWC DOMESTIC HOT WATER RECIRCULATINGHWR LOW TEMP HOT WATER RETURNHWS LOW TEMP HOT WATER SUPPLYHX HEAT EXCHANGERHZ HERTZ
JAN JANITORJB JUNCTION BOXJCT JUNCTIONJST JOISTJFB JOINT FILLER BOARDJT JOINT
KCJ KEYED CONSTRUCTION JOINTKCP KEENE'S CEMENT PLASTERKD KNOCKDOWNKH KITCHEN HOODKHE KITCHEN HOOD EXHAUST FANKHS KITCHEN HOOD SUPPLY FANKIT KITCHENKO KNOCKOUTKS KITCHEN SINKKV KILOVOLTKVA KILOVOLT AMPERESKVAR KILOVOLT AMPERES REACTIVEKW KILOWATTKWH KILOWATT HOUR
L ANGLEL LAVATORYLA LABORATORY COMPRESSED AIRLAB LABORATORYLAM LAMINATE(D)LAT LEAVING AIR TEMPERATURELAV LAVATORYLB POUNDLBR LUMBERLBS POUNDSLDG LOADINGLF LINEAR FOOT (FEET)LG LENGTH (LONG)LIN LINEARLINO LINOLEUMLKR LOCKERLL LIVE LOADLLH LONG LEG HORIZONTALLLV LONG LEG VERTICALLOC LOCATIONLONG LONGITUDINALLOX LIQUID OXYGENLPG LIQUEFIED PETROLEUM GASLPR LOW PRESSURE STEAM RETURNLPS LOW PRESSURE STEAM SUPPLYLR LIVING ROOMLS LAWN SPRINKLERLSC LIFE SAFETY CODELT LIGHTLTD LINED TRANSFER DUCTLTG LIGHTINGLV LOUVERLV LABORATORY VACUUMLW LONG WAYLWT LEAVING WATER TEMPERATURE
M THOUSANDMA MIXED AIRMA MEDICAL COMPRESSED AIRMAC MACHINEMAG MAGNETICMAINT MAINTENANCEMAN MANUALMAS MASONRYMATL MATERIALMAU MAKEUP AIR UNITMAV MANUAL AIR VENTMAX MAXIMUMMB MACHINE BOLTMBD MARKER BOARDMBH THOUSAND BTU PER HOURMC MECHANICAL CONTRACTORMC MEDICINE CABINETMCA MINIMUM CIRCUIT AMPSMCB MAIN CIRCUIT BREAKERJMCM THOUSAND CIRCULAR MILLSMD MOTORIZED DAMPERMDO MEDIUM DENSITY OVERLAYMECH MECHANICALMEMB MEMBRANEMET METALMEZZ MEZZANINEMFR MANUFACTURERMFRG MANUFACTURINGMG MOTOR GENERATORMH MANHOLEMH METAL HALIDEMH MOP HOLDERMIN MINIMUMMISC MISCELLANEOUSML MOTORIZED LOUVERMLDG MOLDINGMLO MAIN LUGS ONLYMLWK MILLWORKMO MASONRY OPENINGMPG MEDIUM PRESSURE GASMPR MEDIUM PRESSURE STEAM RETURNMPS MEDIUM PRESSURE STEAM SUPPLYMR MIRRORMR/S MIRROR WITH SHELFMS MAGNETIC STARTERMS MOP SINKMTD MOUNTEDMTG MOUNTINGMTL METALMTWR MEDIUM TEMP HOT WATER RETURNMTWS MEDIUM TEMP HOT WATER SUPPLYMUL MULLIONMV MERCURY VAPORMV MEDICAL VACUUMMW MARKER WALL
N NITROGENN NORTHN2O NITROUS OXIDEN/A NOT APPLICABLE
P PAINTP POLEP/T PRESSURE/TEMPERATURE TEST PORTP PUMPPA PUBLIC ADDRESSPAN B PANIC BOLTPAR PARALLELPB PARTICLE BOARDPB PULL BOXPB PUSH BUTTONPBS PUSH BUTTON STATIONPC PRECASTPC PUMPED CONDENSATEPCD PAPER CUP DISPENSERPCF POUNDS PER CUBIC FOOTPCT PORCELAIN CERAMIC TILEPD PRESSURE DROPPD PUMP DISCHARGEPDI PLUMBING & DRAINAGE INSTITUTEPENT PENTHOUSEPERF PERFORATEDPERP PERPENDICULARPF POWER FACTORPG PRESSURE GAGEPH PHASEPI POINT OF INTERSECTIONPI PRESSURE INDICATORPIC PORTABLE INSTRUMENT CONNECTIONPIV POST INDICATOR VALVEPL PLACE(S)PL PLATEPLAM PLASTIC LAMINATEPLAS PLASTERPLBG PLUMBINGPLYWD PLYWOODPNEU PNEUMATICPNL PANELPOC POINT OF CONNECTIONPORC PORCELAINPPM PARTS PER MILLIONPR PAIRPREFAB PREFABRICATEDPROJ PROJECTIONPRV PRESSURE REDUCING VALVEPS PIPE SUPPORTPS PROJECTION SCREENPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPSID POUNDS PER SQUARE INCH PRESSURE DROPPSV PRESSURE SAFETY VALVEPT PLASTER TRAPPT POINTPT POTENTIAL TRANSFORMERPTD PAPER TOWEL DISPENSERPTD/R COMBINATION TOWEL DISPENSER/RECEPTACLEPTN PARTITIONPVC POLYVINYL CHLORIDEPVI POINT OF VERTICAL INTERSECTIONPVT POINT OF VERTICAL TANGENCYPWL SOUND POWER LEVELPWR POWER
QT QUARRY TILEQTR RND QUARTER ROUND
R RISERRA RETURN AIRRAD RADIATORRAD or R RADIUSRB RUBBER BASERC REMOVE CONTROLRCP REFLECTED CEILING PLANRCP REINFORCED CONCRETE PIPERCU RECIPROCATING CHILLER JOINTRD ROOF DRAINRD REFRIGERANT DISCHARGERECP RECEPTACLEREF REFERENCEREFL REFLECTEDREFR REFRIGERANTREFR REFRIGERATORREG REGISTERREINF REINFORCEMENTREM REMOVABLEREQ(D) REQUIRE(D)RESIL RESILIENTRET RETAINING (WALL)REV REVISIONSRF RETURN FANRF RUBBER FLOORRFM RECESSED FLOOR MATRH RELATIVE HUMIDITYRH RELIEF HOODRHC REHEAT COILRH ROBE HOOKRHG REFRIGERANT HOT GASRI&C ROUGH IN AND CONNECTRIJS RISE IN JOIST SPACERL REFRIGERANT LIQUIDRM ROOMRND ROUNDRO ROUGH OPENING
S SINKS SANITARY SEWERS SOAP DISHS SOUTHS SPRINKLER LINESA SHOCK ABSORBERSA SUPPLY AIRSAN SANITARY WASTESC SECURITYSC SOLID CORESC SHOWER CURTAINSC SPECIAL COATINGSCD SEAT COVER DISPENSERSCH SHOWER CURTAIN HOOKSSCHED SCHEDULESCR SHOWER CURTAIN RODSCT STRUCTURAL CLAY TILESCUT SCUTTLESCW SOFT COLD WATERSD SOAP DISPENSERSD SMOKE DAMPERSD SMOKE DETECTORSD STORM DRAINSE STEAM EXHAUST VENTSEC SECONDARYSEC SECONDSECT SECTIONSECY SECRETARYSENS SENSIBLESF SQUARE FOOTSF SUPPLY FANSFA SPRINKLER FLOW ALARMSFCMU SPLIT-FACED CONCRETE MASONRY UNITSFU STRUCTURAL FACING UNITSGL SINGLESH SHOWERSHEATH SHEATHINGSHM SECURITY HOLLOW METALSHT SHEETSHW SOFT HOT WATERSIM SIMILARSL SHORT LEGSLNT SEALANTSM SHEET METALSM SPRINKLER MAINSND SANITARY NAPKIN DISPOSALSNV SANITARY NAPKIN VENDORSP STAND PIPESP STATIC PRESSURESPEC SPECIFICATIONSSPK SPRINKLERSPL SOUND PRESSURE LEVELSPL SPECIALSPL BLK SPLASH BLOCKSQ SQUARESS SOLIDS SEPARATORSS STAINLESS STEELSSA STORM SHELTER AREASS SERVICE SINKSS SOLID SURFACEST STAIRST STORM SEWERSTAG'D STAGGEREDSTC SOUND TRANSMISSION CLASSSTD STANDARDSTE SINGLE TAPERED ENDSTGR STRINGERSTL STEELSTOR STORAGESTR STRUCTURAL - STRUCTURESUB SUBSTATIONSUBFL SUBFLOORSURF SURFACESUSP SUSPENDEDSV SHEET VINYLSV SOLENOID VALVESW SHORT WAYSW SWITCHSWBD SWITCH BOARDSWP STEAM WORKING PORESSURESYM SYMMETRICAL
T TEMPEREDT THERMOSTATT & B TOP & BOTTOMT& G TONGUE & GROOVET TREADTA TRANSFER AIRTAB TEST AND BALANCETAN TANGENTTB TERMINAL BOXTB TOWEL BARTBD TACK BOARDTC TEMPERATURE CONTROLTCC TEMPERATURE CONTROL CONTRACTORTC TIME CLOCKTD TRANSFER DUCTTD TRENCH DRAINTDH TOTAL DYNAMIC HEADTEL TELEPHONETEMP TEMPERED - TEMPORARYTEMP TEMPERATURETERR TERRAZZOTEXT TEXTUREDTGL TOGGLETH THRESHOLDTH TOWEL HOOKTHK THICK(NESS)TMR TILT MIRROR UNITTMV THERMOSTATIC MIXING VALVETOB TOP OF BEAMTOC TOP OF CONCRETETOF TOP OF FOOTINGTOIL TOILETTOP TOP OF PAVINGTOS TOP OF STEELTOW TOP OF WALLTPV TRAP PRIMER VALVETR TRIPTRANS TRANSVERSETRD TREADTS TEMPERATURE SENSORTS TUBE STEELTSP TOTAL STATIC PRESSURETT TEMPERATURE TRANSMITTERTT TERRAZZO TILETTD TOILET TISSUE DISPENSERTV TELEVISIONTW TACK WALLTYP TYPICAL
UBC UNIFORM BUILDING CODEUC UNIT COOLERUG UNDERGROUND
V VENTV VOLTV VACUUMVA VALVEVAC VACUUMVAV VARIABLE AIR VOLUMEVB VAPOR BARRIERVB VINYL BASEVBF VENT BELOW FLOORVCB VENTED COVE BASEVCP VITRIFIED CLAY PIPEVCT VINYL COMPOSITION TILEVD VOLUME DAMPER - MANUALVEL VELOCITYVENT VENTILATIONVENT VENTILATORVERT VERTICALVEST VESTIBULEVF VINYL FLOORVFD VARIABLE FREQUENCY DRIVEVM VOLTMETERVOL VOLUMEVP VENEER PLASTERVP VACUUM PUMPVSMC VARIABLE SPEED MOTOR CONTROLLERVT VINYL TILEVTR VENT THROUGH ROOFVWC VINYL WALLCOVERING
W WATER SERVICEW WIDE; WIDTHW WASTEW WATTW WESTW WIDE FLANGEW/ WITHW/O ITHOUTWB WET BULBWC WALL COVERINGWC WATER COLUMNWC WATER CLOSETWCC WATER COOLED CONDENSERWCL WATER CLOSET/LAVATORY COMBINATIONWCO WALL CLEAN OUTWD WOODWDW WINDOWWF WASH FOUNTAINWH WALL HYDRANTWFMD WATER FLOW MEASURING DEVICEWH WATER HEATERWHM WATT HOUR METERWI WROUGHT IRONWLR WATER LOOP RETURNWLS WATER LOOP SUPPLYWMG WATER MOTOR GONGWNSCT WAINSCOTWP WEATHERPROOFWPB WHIRLPOOL BATHWPF WATERPROOFWPFG WATERPROOFINGWR WATER RESISTANTWR WASTE RECEPTACLEWSP WET STAND PIPEWT WEIGHTWW WARM WHITEWWF WELDED WIRE FABRIC
XFMR TRANSFORMERXMTR TRANSMITTER
YD YARDYH YARD HYDRANT
Z IMPEDANCEZCV ZONE CONTROL VALVEZVB ZONE VALVE BOX
& AND@ ATi.e. THAT IS# NUMBER
CG CLEAR FLOAT GLASSCIG CLEAR INSULATING GLASSCTG CLEAR TEMPERED FLOAT GLASSCTIG CLEAR TEMPERED INSULATING GLASSLG LAMINATED GLASSPG PATTERN GLASSPIG PATTERN INSULATING GLASSSG SPANDREL GLASSTG TINTED FLOAT GLASSTIG TINTED INSULATING GLASSTTG TINTED TEMPERED FLOAT GLASSTTIG TINTED TEMPERED INSULATING GLASSWG POLISHED WIRE GLASS
THE FOLLOWING ABBREVIATIONSARE USED WITH GLAZING:
IAQ INDOOR AIR QUALITYIAW IN ACCORDANCE WITHIB INFRARED BURNERIC INTERCOMID INSIDE DIAMETERIE INVERT ELEVATIONIES ILLUMINATING ENGINEERING SOCIETYIF INSIDE FACEIG ISOLATED GROUNDIH INTAKE HOODIJ ISOLATION JOINTIJS IN JOIST SPACEIMC INTERMEDIATE METAL CONDUITIN INCHINC INCLUDE (ING)INSUL INSULATIONINT INTERIORIP IRON PIPEIW INDIRECT WASTE
O&M OPERATION AND MAINTENANCEO to O OUT TO OUTOA OVERALLOA OUTSIDE AIROBSC OBSCUREOC ON CENTEROD OUTSIDE DIAMETEROD OVERFLOW DRAINOF OUTSIDE FACEOVFL OVERFLOWOFCI OWNER FURNISHED CONTRACTOR INSTALLEDOFF OFFICEOFOI OWNER FURNISHED OWNER INSTALLEDOHP OVERHEAD POWEROHT OVERHEAD TELEPHONEOPNG OPENINGOPP OPPOSITEOSD OVERFLOW STORM DRAINOS&Y OUTSIDE SCREW AND YOKEOTCS OPEN TO CEILING SPACEOVHD OVERHEADOX OXYGEN
A/C AIR CONDITIONING(ER)A OR AMP AMPEREA COMPRESSED AIRAAP AREA ALARM PANELAAV AUTOMATIC AIR VENTAB ANCHOR BOLTABS ACRYLONITRILE-BUTADIENE-STYRENEAC ACOUSTICAL CEILINGAC ALTERNATING CURRENTACC AIR COOLED CONDENSERACCUAIR COOLED CONDENSING UNITACM ALUMINUM COMPOSITE MATERIALACST ACOUSTICAD ACCESS DOORAD AREA DRAINADDNADDITION OR ADDITIONALADJ ADJUSTABLEADJT ADJACENTADMIN ADMINISTRATIONA/E ARCHITECT/ENGINEERAF AIR FILTERAFF ABOVE FINISH FLOORAFG ABOVE FINISH GRADEAHJ AUTHORITY HAVING JURISDICTIONAHU AIR HANDLING UNITAI AREA INLETALT ALTERNATEALUMALUMINUMAMB AMBIENTANCHANCHORAP ACCESS PANELAPC ACOUSTICAL PANEL CEILINGAPPROX APPROXIMATEAR ACID RESISTINGARCHARCHITECTURALASB ASBESTOSASPHASPHALTAUTO AUTOMATICAV ACID VENTAV AIR VENTAVG AVERAGEAW ACID WASTEAWG AMERICAN WIRE GAUGEAWP ACOUSTICAL WALL PANEL
ABBREVIATIONSNC NOISE CRITERIANC NORMALLY CLOSEDNC NURSE CALLNEC NATIONAL ELECTRIC CODENEMA NATIONAL ELECTRICAL MANUFACTURERS ASSN.NEUT NEUTRALNIC NOT IN CONTRACTNO NORMALLY OPENNO NUMBERNO NITROUS OXIDENOM NOMINALNS NEUTRAL SENSORNTS NOT TO SCALE
RPM REVOLUTIONS PER MINUTERPBP REDUCED PRESSURE BACKFLOW PREVENTERRS REFRIGERANT SUCTIONRWL RAIN WATER LEADERS SENSOR
UGE UNDERGROUND ELECTRICALUGT UNDERGROUND TELEPHONEUH UNIT HEATERUL UNDERWRITERS LABORATORIESUNEX UNEXCAVATEDUNFIN UNFINISHEDUNO UNLESS NOTED OTHERWISEUR URINALURD UNDERGROUND RESIDENTIAL DISTRIBUTIONUS UTILITY SHELFUTIL UTILITYUV UNIT VENTILATOR
GENERAL SYMBOLS
(CONTINUOUS BLOCKING)
BATT INSULATION
RIGID INSULATION
CARPET (LARGE SCALE)
TILE (LARGE SCALE)
ACOUSTICAL TILE (LARGE SCALE)
PROTECTION BOARD
CONCRETE MASONRY UNIT
METAL STUDS
STEEL (LARGE SCALE)
(LARGE SCALE)GYPSUM WALL BOARD
PLYWOOD (LARGE SCALE)
BRICK VENEER
SHINGLES
STONE
GLASS
(TRIM/FINISH)WOOD
(NON-CONTINUOS BLOCKING)WOOD
GRAVEL/BALLAST
WOOD
GYM FLOOR
STEEL
PRECAST CONCRETE
CONCRETE
SAND
EARTH
AT ONE DETAIL NUMBER
SHEET ON WHICH DRAWN
REVISION NUMBER
WALL TYPE
WINDOW NUMBERDOOR NUMBER AND
ROOM NUMBER
COLUMN LINE
MULTIPLE ELEVATIONSCASEWORK ELEVATION WITH
LEGEND ORKEY NOTE
BUILDING ELEVATIONINTERIOR ELEVATION
DETAIL REFERENCE
DETAIL OR WALL SECTION
CROSS REFERENCE
DETAIL NUMBER
CASEWORKELEVATION
SIMILAR OR TYPICAL REFERENCE
SIMILAR OR TYPICAL REFERENCE
BUILDING SECTION
?
?
?
?
?
?
?
?
?
?
?
?
?
ROOM NAME
?
?
?
?
?
?
?
?
SIM
?
?
SIM
DIFFUSER (SUPPLY)
GRILLE (RETURN)
WALL REGISTER
SLOT DIFFUSER
SUPPLY ARROW
RETURN ARROW
EXHAUST ARROW
RECTANGULAR DIFFUSER INDICATIONSHOWING CFM
ROUND DIFFUSER INDICATIONSHOWING CFM
RECTANGULAR GRILLE INDICATIONSHOWING CFM
RECTANGULAR REGISTER INDICATIONSHOWING CFM
FIRE DAMPER
SMOKE DAMPER
FIRE/SMOKE DAMPER
BACKDRAFT DAMPER
GRAVITY DAMPER
MOTORIZED DAMPER
VOLUME DAMPER
SECURITY BAR
THERMOSTAT - WALL MOUNTED
THERMOSTAT - CEILING MOUNTED
CARBON MONOXIDE SENSOR - WALL MOUNTED
CARBON MONOXIDE SENSOR - CEILING MOUNTED
CARBON DIOXIDE SENSOR - WALL MOUNTED
HUMIDISTAT - WALL MOUNTED
HUMIDISTAT - CEILING MOUNTED
TEMPURATURE SENSOR - WALL MOUNTED
TEMPURATURE SENSOR - CEILING MOUNTEDS
S
H
H
CO2
CO
CO
T
T
BD
FS
S
F
R-112"x12"
200 CFM
G-112"x12"
200 CFM
D-112" Ø
200 CFM
D-112"x12"
200 CFM
HVAC
PIPING - HEATING
24"x12"TYPICAL DUCT - SIZE AS INDICATED(WIDTH / DEPTH) SIZE INDICATES FREE AREA
MITERED ELBOW WITH VANES
MITERED ELBOW WITHOUT VANES
RADIUS ELBOW
TEE WITH VANES
TEE WITH RADIUS
ROUND DUCT UP
SUPPLY DUCT UP
RETURN DUCT UP
EXHAUST DUCT UP
ROUND DUCT DOWN
SUPPLY DUCT DOWN
RETURN DUCT DOWN
EXHAUST DUCT DOWN
FLEXIBLE CONNECTION
TRANSFER DUCT
SUPPLY AIR - SINGLE LINE
RETURN AIR - SINGLE LINE
EXHAUST AIR - SINGLE LINE
OUTSIDE AIR - SINGLE LINE
SINGLE LINE REDUCER
SINGLE LINE FLEX DUCT
NEW TO EXISTING CONNECTION POINT
PLUMBING
SA
RA
EA
OA
CWS
CWR
HCS
HCR
CS
CR
WLS
WLR
RL
RS
RHG
RD
CD
G
SCW
SHW
T
DI
DE
CD
VAC
LV
MV
N
CO2
N2O
OX
LOX
A
LA
MA
LS
HWS
HWR
HTWS
HTWR
MTWS
MTWR
LPS
LPR
HPS
HPR
FOS
FOR
FOV
CW
110 HW
140 HW
110 HWC
140 HWC
SD
SD
OSD
OSD
V
VBF
AW
LOW TEMP HOT WATER SUPPLY
LOW TEMP HOT WATER RETURN
HIGH TEMP HOT WATER SUPPLY
HIGH TEMP HOT WATER RETURN
MEDIUM TEMP HOT WATER SUPPLY
MEDIUM TEMP HOT WATER RETURN
LOW PRESSURE STEAM SUPPLY
LOW PRESSURE STEAM RETURN
HIGH PRESSURE STEAM SUPPLY
HIGH PRESSURE STEAM RETURN
FUEL OIL SUPPLY
FUEL OIL RETURN
FUEL OIL VENT
CHILLED WATER SUPPLY
CHILLED WATER RETURN
HOT/CHILLED WATER SUPPLY
HOT/CHILLED WATER RETURN
CONDENSER WATER SUPPLY
CONDENSER WATER RETURN
WATER LOOP SUPPLY
WATER LOOP RETURN
REFRIGERANT LIQUID
REFRIGERANT SUCTION
REFRIGERANT HOT GAS
REFRIGERANT DISCHARGE
CONDENSATE DRAIN
GAS
SOFT COLD WATER
SOFT HOT WATER
TEMPERED
DISTILLED WATER
DEIONIZED WATER
CONDENSATE DRAIN
VACUUM
LABORATORY VACUUM
MEDICAL VACUUM
NITROGEN
CARBON DIOXIDE
NITROUS OXIDE
OXYGEN
LIQUID OXYGEN
COMPRESSED AIR
LABORATORY COMPRESSED AIR
MEDICAL COMPRESSED AIR
LAWN SPRINKER
DOMESTICE COLD WATERORDOMESTIC COLD WATER
110°F DOMESTIC HOT WATER
140°F DOMESTIC HOT WATER
DOMESTIC HOT WATER (GENERIC)
110°F DOMESTIC HOT WATER RECIRULATING
140°F DOMESTIC HOT WATER RECIRCULATING
DOMESTIC HOT WATER RECIRC (GENERIC)
STORM DRAIN ABOVE FLOOR
STORM DRAIN BELOW FLOOR
OVERFLOW STORM DRAIN ABOVE FLOOR
OVERFLOW STORM DRAIN ABOVE FLOOR
SANITARY WASTE ABOVE FLOOR
SANITARY WASTE BELOW FLOOR
VENT
VENT BELOW FLOOR
ACID WASTE BELOW FLOOR
XX
GCO
FCO
WCO
CO CLEAN OUT
WALL CLEAN OUT
FLOOR CLEAN OUT
FLOOR DRAIN / FLOOR SINK
ROOF DRAIN / OVERFLOW ROOF DRAIN
RISER ID
DOWNSPOUT NOZZLE
WALL HYDRANT
HOSE BIB
ALIGNMENT GUIDE
PIPE ANCHOR
EXPANSION JOINT
PIPE CAP
PIPE UP
PIPE DOWN
PIPE TEE, UP
PIPE TEE, DOWN
UNION
DIRECTION OF PIPE PITCH
AQUASTAT
WATER HAMMER ARRESTER
ANESTHESIA EVACUATION
MEDICAL COMPRESSED AIR OUTLET
DEINONIZED WATER OUTLET
DISTILLED WATER OUTLET
NATURAL GAS OUTLET
NITROGEN OUTLET
NITOUS OXIDE OUTLET
OXYGEN OUTLET
VACUUM OUTLET
NEW TO EXISTING CONNECTION POINT
FIRE PROTETION WATER SUPPLY
SPRINKLER MAIN
ALARM VALVE, WET
ALARM VALVE, DRY
FIRE PROTECTION RISER
FIRE DEPARTMENT CONNECTION
GRADE CLEAN OUT(DOUBLE CLEAN OUT)
X
A
A
D
D
G
N
N
V
O
S
E
F
SM
FS
PS
SPRINKLER HEAD, PENDANT
SPRINKLER HEAD, UPRIGHT
SPRINKLER HEAD, SIDE WALL
FLOW SWITCH
PRESSURE SWITCH
OS&Y VALVE
VALVES AND FITTINGSEXPANSION LOOP
BALANCING VALVE
BALANCING VALVEWITH METERING POINTS
BALL VALVE
BUTTERFLY VALVE
VALVE (GENERIC)
CHECK VALVE
CONCENTRIC REDUCER
ECCENTRIC REDUCER
STEAM TRAP
FLEXIBLE CONNECTION
FLOW DIRECTION
GATE VALVE
GLOBE VALVE
MANUAL AIR VENT
AUTOMATIC AIR VENT
PLUG VALVE
PRESSURE GAUGE
SOLENOID VALVE
ANGLE VALVE
AUTOMATIC CONTROL VALVE 2-WAY
AUTOMATIC CONTROL VALVE 3-WAY
AUTOMATIC FLOW CONTROL VALVE
STRAINER
PRESSURE AND TEMPURATURETEST PORT
THERMOMETER
PUMP (GENERIC)
PRESSURE REDUCING VALVE (WATER SYSTEMS)PRESSURE REGULATING VALVE (GAS SYSTEMS)
RELIEF VALVE
P T
MECHANICAL SYMBOLS
PIPING - A/C & REFR
FIRE PROTECTION
OS&Y VALVE (INDICATING)
AW ACID WASTE ABOVE FLOOR
M
GD
BARAMETRIC RELIEF DAMPERRD
VOLUME DAMPERVD
AIRFLOW MEASUREMENT STATIONAFMS
DIFFERENTIAL PRESSURE SENSOR(DUCT MOUNTED)
DP
STATIC PRESSURE SENSOR(DUCT MOUNTED)
SP
DUCT SMOKE DETECTOR
CARBON DIOXIDE SENSOR - CEILING MOUNTEDCO2
NITROGEN DIOXIDE SENSOR - WALL MOUNTEDNO2
NITROGEN DIOXIDE SENSOR - CEILING MOUNTEDNO2
OPPOSED DAMPER
PARALLEL DAMPER
AV ACID VENT
PRESSURE REDUCING DAMPERPR
FLOW MEASURING DEVICE
REDUCED PRESSURE ZONE BACKFLOW PREVENTER
TRANSFER AIR - SINGLE LINETA
LINED TRANSFER DUCTLTD
PRESSURE SENSOR - WALL MOUNTED
PRESSURE SENSOR - CEILING MOUNTEDP
P
W
W
PLUMBING NOTATIONPIPE SIZES SHOWN ON THE DRAWINGS CAN BE FOLLOWED BY PIPE SIZING CRITERIA. THIS CRITERIA CAN EITHER BE SQUARE FOOTAGE (FORSTORM DRAIN PIPING), FIXTURE UNIT VALUES (FOR DOMESTIC WATER PIPING, SANITARY WASTE PIPING, AND SANITARY VENT PIPING) OR INTHOUSAND'S OF BTUH - MBH (FOR NATURAL GAS PIPING). THE FOLLOWING LEGEND WILL AID IN UNDERSTANDING THE DRAWINGS.
FOR EXAMPLE:
1. 12" SD (32,000 SF): THIS IS A 12" STORM DRAIN PIPE CARRYING 32,000 SQUARE FEET OF ROOF AREA.
2. 3" CW (200 CFU): THIS IS A 3" COLD WATER PIPE CARRYING 200 COLD WATER FIXTURE UNITS.
3. 2" HW (50 HFU): THIS IS A 2" HOT WATER PIPE CARRYING 50 HOT WATER FIXTURE UNITS.
4. 1" HWC (5.0 GPM): THIS IS A 1" HOT WATER CIRCULATING PIPE CARRYING 5.0 GALLONS PER MINUTE FLOW.
5. 4" W (150 WFU): THIS IS A 4" SANITARY WASTE PIPE CARRYING 150 WASTE FIXTURE UNITS.
6. 2" V (20 VFU): THIS IS A 2" SANITARY VENT PIPE CARRYING 20 VENT FIXTURE UNITS.
8. 1-1/4" G (600 MBH): THIS IS A 1-1/4" NATURAL GAS PIPE CARRYING 600,000 BTUH.
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EXISTINGRF-2EXISTING EXHAUST LOUVER
EXISTING RELIEF LOUVER
24"x16" SA 36"x16" SA 42"x18" SA 54"x18" SA 56"x24" SA20"x8" SA
8"x8" EA
8"x8" EA
14"x10" EA
60"x28" RA
EXISTINGAHU-2
66"x
24"
SA
64"x
24"
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NORTHSCALE: 1/8" = 1'-0"
HVAC DEMOLITION PLAN, LOWER LEVEL - AREA A
REMOVE EXISTING SUPPLY DUCTWORK AND DIFFUSERS
REMOVE EXISTING CRAC UNIT AND ASSOCIATED DUCTWORK AND DIFFUSERS
REMOVE DUCT TO THIS LOCATION AND CAP
A. MECHANICAL ITEMS INDICATED FULL TONE (DARK) AREITEMS TO BE SALVAGED FOR RE-USE OR DEMOLISHED.MECHANICAL ITEMS INDICATED HALF TONE (LIGHT) AREEXISTING ITEMS TO REMAIN. CONTRACTOR TO PROPERLYDISPOSE OF MATERIAL NOT RE-USED.
B. EXISTING MECHANICAL ITEMS HAVE BEEN INDICATED FROMTHE EXISTING PLANS AND VERIFIED TO THE EXTENT POSSIBLE.THE CONTRACTOR IS TO FIELD VERIFY ALL EXISTINGCONDITIONS PRIOR TO CONSTRUCTION AND REPORT ANYDISCREPANCIES THAT CHANGE THE SCOPE OF WORK TO THEARCHITECT/ENGINEER. (NOTE: ALL ITEMS MAY NOT BEINDICATED.)
C. DRAWINGS ARE OF SMALL SCALE, NOT ALL FITTINGS ANDOFFSETS ARE INDICATED.
D. FACILITY IS TO REMAIN OPERATIONAL DURINGCONSTRUCTION. ROOM TEMPERATURES IN CRITICAL ROOMSMUST REMAIN AT ACCEPTABLE LEVELS AT ALL TIMES. ANYSHUT DOWN OF EQUIPMENT OR INTERRUPTION OF HVACSERVICES TO NON-CRITICAL ROOMS MUST BE COORDINATEDWITH OWNER. COORDINATE WITH OWNER WHICH ROOMS ARETEMPERATURE CRITICAL.CHILLED WATER AND HEATING WATERPIPING TO BE REMOVED SHALL BE DONE WITHOUT SHUTTINGDOWN AND DRAINING RESPECTIVE SYSTEMS.
GENERAL NOTES
6
7
5
4
3
2
1
H I J K L M
8 REMOVE EXISTING SUPPLY AND RETURN DUCTWORKAND ASSOCIATED TERMINAL BOXES AND DIFFUSERS
REMOVE EXISTING EXHAUST DUCTWORKAND GRILLES WHERE SHOW DASHED
66"x
24"
SA
64"x
24"
SA
REMOVE DUCT TO THISLOCATION AND CAP
REMOVE DUCT TO THISLOCATION AND COVER.PREPARE OPENING TOCONNECT WITH NEWEXHAUST DUCTWORK.
10
10
11
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LEGEND NOTES ARE COMMON TO ALLSOME NOTES MAY NOT APPLY TO THIS SHEET
BA
NORTH
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isio
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5/8
/2017 3
:39:5
2 P
M
C:\R
evit\1
0-1
6206-0
0_M
P_2016_C
entr
al_
mm
art
z.r
vt
10-1
6206-0
0
5/0
8/1
7
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E O
F N
EB
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DIN
G R
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OV
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HV
AC
DE
MO
LIT
ION
PLA
N, LO
WE
R L
EV
EL -
AR
EA
BD
M1.0
B
20
17
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NORTHSCALE: 1/8" = 1'-0"
HVAC DEMOLITION PLAN, LOWER LEVEL - AREA B
A. MECHANICAL ITEMS INDICATED FULL TONE (DARK) AREITEMS TO BE SALVAGED FOR RE-USE OR DEMOLISHED.MECHANICAL ITEMS INDICATED HALF TONE (LIGHT) AREEXISTING ITEMS TO REMAIN. CONTRACTOR TO PROPERLYDISPOSE OF MATERIAL NOT RE-USED.
B. EXISTING MECHANICAL ITEMS HAVE BEEN INDICATED FROMTHE EXISTING PLANS AND VERIFIED TO THE EXTENT POSSIBLE.THE CONTRACTOR IS TO FIELD VERIFY ALL EXISTINGCONDITIONS PRIOR TO CONSTRUCTION AND REPORT ANYDISCREPANCIES THAT CHANGE THE SCOPE OF WORK TO THEARCHITECT/ENGINEER. (NOTE: ALL ITEMS MAY NOT BEINDICATED.)
C. DRAWINGS ARE OF SMALL SCALE, NOT ALL FITTINGS ANDOFFSETS ARE INDICATED.
D. FACILITY IS TO REMAIN OPERATIONAL DURINGCONSTRUCTION. ROOM TEMPERATURES IN CRITICAL ROOMSMUST REMAIN AT ACCEPTABLE LEVELS AT ALL TIMES. ANYSHUT DOWN OF EQUIPMENT OR INTERRUPTION OF HVACSERVICES TO NON-CRITICAL ROOMS MUST BE COORDINATEDWITH OWNER. COORDINATE WITH OWNER WHICH ROOMS ARETEMPERATURE CRITICAL.CHILLED WATER AND HEATING WATERPIPING TO BE REMOVED SHALL BE DONE WITHOUT SHUTTINGDOWN AND DRAINING RESPECTIVE SYSTEMS.
GENERAL NOTES
Keynote Legend
KeyValue Keynote Text
1 FIRE PROTECTION MAINS ROUTED OVER THISAREA TO BE MOVED TO ACCOMMODATE NEWELECTRICAL AND FUTURE UPS ROOMS.
2 EXISTING AHU TO BE REBALANCED TOADJUST FOR AIRFLOW DEDUCTED FROMUNIT.
3 HATCHED AREA INDICATES WORK ABOVECEILING TO BE DONE AS PART OF BIDPACKAGE #2. WORK ASSOCIATED WITH BIDPACKAGE #2 SHALL BE COMPLETED PRIORTO CEILING GRID INSTALLATION.
4 NEW 6" CWS/CWR PIPING TO BE INSTALLEDAS PART OF BID PACKAGE #2 TO BE ROUTEDAS HIGH AS POSSIBLE TIGHT TOSTRUCTURE. COORDINATE ALL WORK INTHIS AREA WITH BID PACKAGE #2MECHANICAL CONTRACTOR.
5 NEW ELECTRICAL CONDUITS TO BEINSTALLED AS PART OF BID PACKAGE #2 TOBE ENCLOSED IN CONCRETE DUCT BANKOVER EXISTING RESTROOMS ANDCORRIDOR. COORDINATE ALL WORK IN THEAREA WITH THE BID PACKAGE #2ELECTRICAL CONTRACTOR.
6 CAP AND VALVE FOR FUTURE COILCONNECTIONS.
7 PROVIDE WALL TYPE THERMOSTAT, MOUNTTO CEILING. PROVIDE ADDITIONAL CONTROLWIRE TO ACCOMMODATE RELOCATION OFTHERMOSTAT AS SPACES ARE FITTED OUT.
9 BUILDING IS TO REMAIN OPERATIONALDURING RENOVATION. COORDINATE WITHOTHER DISCIPLINES TO MINIMIZE THESPRINKLER SYSTEM DOWN TIME. IN THEEVENT OF AN EXTENDED SHUT DOWN OFTHE SPRINKLER SYSTEM, CONTRACTOR TONOTIFY LOCAL FIRE DEPARTMENT AND FIRECODE OFFICIAL AND PROVIDE FIRE WATCHPER NFPA STANDARDS .
10 HVAC DEMOLITION IN THIS AREA IS LIMITEDTO EXISTING AIRSIDE COMPONENTS ONLY.CAREFULLY REMOVE COMPONENTSWITHOUT DISRUPTING SERVICE TO WATERLINES ROUTED ABOVE THE CORRIDOR.
11 REMOVE AND REINSTALL EXHAUSTDUCTWORK AND GRILLES IF NECESSARY TOCOMPLETE ELECTRICAL WORK ABOVERESTROOMS AND CORRIDOR.
12 RELOCATE EXISTING HUMIDIFIER TO EASTWALL OF MECHANICAL ROOM. SEE SHEETM2.0A FOR NEW LOCATION.
13 SHUT OFF SUPPLY AND RETURN VALVES TOBRANCH AND DRAIN DOWN TO ALLOW FORREMOVAL OF HOT WATER PIPING TOTERMINAL BOXES.
14 ENSURE HYDRONIC PIPING IS REMOVEDBACK TO THE CORRIDOR. NO EXISTING ORNEW WATER PIPING IS TO BE ROUTED OVERNEW ELECTRICAL SPACES.
15 PROVIDE LOW LEAKAGE OPPOSED BLADEVOLUME DAMPER.
6
7
5
4
3
2
1
HA B C D E F G
8
9
EXISTINGRF-2
EXISTINGEF-2
EXISTINGEF-3
EXISTINGAHU-2
EXISTINGH-1
REMOVE EXISTING CHILLED WATER SUPPLYAND RETURN PIPING ASSOCIATED WITHCRAC UNIT BACK TO VALVES AND CAP.
REMOVE EXISTING HUMIDIFIER STEAM LINE. CAPAND VALVE CONNECTION TO DUCT MANIFOLD TOALLOW FOR RECONNECTION LATER.
3"3"
HW
R3"
3" H
WS
4"4"
CW
R4"
4" C
WS
1 1/2"1 1/2" CWS
1 1/2"1 1/2" CWR
3"3" HWR3"3" HWS
4"4" CWR4"4" CWS
12
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isio
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/2017 3
:39:5
3 P
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C:\R
evit\1
0-1
6206-0
0_M
P_2016_C
entr
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art
z.r
vt
10-1
6206-0
0
5/0
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F N
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DIN
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HV
AC
PIP
ING
DE
MO
LIT
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PLA
N, LO
WE
R L
EV
EL -
AR
EA
AD
M2.0
A
20
17
PR
INT
SH
OP
BU
ILD
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ST
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AL D
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ICIE
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Y R
EN
OV
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ION
NORTHSCALE: 1/8" = 1'-0"
HVAC PIPING DEMOLITION PLAN, LOWER LEVEL - AREA A
A. MECHANICAL ITEMS INDICATED FULL TONE (DARK) AREITEMS TO BE SALVAGED FOR RE-USE OR DEMOLISHED.MECHANICAL ITEMS INDICATED HALF TONE (LIGHT) AREEXISTING ITEMS TO REMAIN. CONTRACTOR TO PROPERLYDISPOSE OF MATERIAL NOT RE-USED.
B. EXISTING MECHANICAL ITEMS HAVE BEEN INDICATED FROMTHE EXISTING PLANS AND VERIFIED TO THE EXTENT POSSIBLE.THE CONTRACTOR IS TO FIELD VERIFY ALL EXISTINGCONDITIONS PRIOR TO CONSTRUCTION AND REPORT ANYDISCREPANCIES THAT CHANGE THE SCOPE OF WORK TO THEARCHITECT/ENGINEER. (NOTE: ALL ITEMS MAY NOT BEINDICATED.)
C. DRAWINGS ARE OF SMALL SCALE, NOT ALL FITTINGS ANDOFFSETS ARE INDICATED.
D. FACILITY IS TO REMAIN OPERATIONAL DURINGCONSTRUCTION. ROOM TEMPERATURES IN CRITICAL ROOMSMUST REMAIN AT ACCEPTABLE LEVELS AT ALL TIMES. ANYSHUT DOWN OF EQUIPMENT OR INTERRUPTION OF HVACSERVICES TO NON-CRITICAL ROOMS MUST BE COORDINATEDWITH OWNER. COORDINATE WITH OWNER WHICH ROOMS ARETEMPERATURE CRITICAL.CHILLED WATER AND HEATING WATERPIPING TO BE REMOVED SHALL BE DONE WITHOUT SHUTTINGDOWN AND DRAINING RESPECTIVE SYSTEMS.
GENERAL NOTES
Keynote Legend
KeyValue Keynote Text
1 FIRE PROTECTION MAINS ROUTED OVER THISAREA TO BE MOVED TO ACCOMMODATE NEWELECTRICAL AND FUTURE UPS ROOMS.
2 EXISTING AHU TO BE REBALANCED TOADJUST FOR AIRFLOW DEDUCTED FROMUNIT.
3 HATCHED AREA INDICATES WORK ABOVECEILING TO BE DONE AS PART OF BIDPACKAGE #2. WORK ASSOCIATED WITH BIDPACKAGE #2 SHALL BE COMPLETED PRIORTO CEILING GRID INSTALLATION.
4 NEW 6" CWS/CWR PIPING TO BE INSTALLEDAS PART OF BID PACKAGE #2 TO BE ROUTEDAS HIGH AS POSSIBLE TIGHT TOSTRUCTURE. COORDINATE ALL WORK INTHIS AREA WITH BID PACKAGE #2MECHANICAL CONTRACTOR.
5 NEW ELECTRICAL CONDUITS TO BEINSTALLED AS PART OF BID PACKAGE #2 TOBE ENCLOSED IN CONCRETE DUCT BANKOVER EXISTING RESTROOMS ANDCORRIDOR. COORDINATE ALL WORK IN THEAREA WITH THE BID PACKAGE #2ELECTRICAL CONTRACTOR.
6 CAP AND VALVE FOR FUTURE COILCONNECTIONS.
7 PROVIDE WALL TYPE THERMOSTAT, MOUNTTO CEILING. PROVIDE ADDITIONAL CONTROLWIRE TO ACCOMMODATE RELOCATION OFTHERMOSTAT AS SPACES ARE FITTED OUT.
9 BUILDING IS TO REMAIN OPERATIONALDURING RENOVATION. COORDINATE WITHOTHER DISCIPLINES TO MINIMIZE THESPRINKLER SYSTEM DOWN TIME. IN THEEVENT OF AN EXTENDED SHUT DOWN OFTHE SPRINKLER SYSTEM, CONTRACTOR TONOTIFY LOCAL FIRE DEPARTMENT AND FIRECODE OFFICIAL AND PROVIDE FIRE WATCHPER NFPA STANDARDS .
10 HVAC DEMOLITION IN THIS AREA IS LIMITEDTO EXISTING AIRSIDE COMPONENTS ONLY.CAREFULLY REMOVE COMPONENTSWITHOUT DISRUPTING SERVICE TO WATERLINES ROUTED ABOVE THE CORRIDOR.
11 REMOVE AND REINSTALL EXHAUSTDUCTWORK AND GRILLES IF NECESSARY TOCOMPLETE ELECTRICAL WORK ABOVERESTROOMS AND CORRIDOR.
12 RELOCATE EXISTING HUMIDIFIER TO EASTWALL OF MECHANICAL ROOM. SEE SHEETM2.0A FOR NEW LOCATION.
13 SHUT OFF SUPPLY AND RETURN VALVES TOBRANCH AND DRAIN DOWN TO ALLOW FORREMOVAL OF HOT WATER PIPING TOTERMINAL BOXES.
14 ENSURE HYDRONIC PIPING IS REMOVEDBACK TO THE CORRIDOR. NO EXISTING ORNEW WATER PIPING IS TO BE ROUTED OVERNEW ELECTRICAL SPACES.
15 PROVIDE LOW LEAKAGE OPPOSED BLADEVOLUME DAMPER.
6
7
5
4
3
2
1
H I J K L M
8
REMOVE EXISTING HOT WATER SUPPLY ANDRETURN TO THIS LOCATION. CAP AND VALVE.
3"3" HWR3"3" HWS
4"4" CWR4"4" CWS
8"8" CS
8"8" CR
8"8" CWS
8"8" CWR2"2" HWS2"2" HWR
8"8"
CW
S
8"8"
CW
R
2"2"
HW
R2"
2" H
WS
8"8" C
R
8"8" C
S
6"6" C
R
6"6"
CW
S6"
6" C
WR
2"2" CWR2"2" CWS
2"2" CWS2"2" CWR
8"8" CS
6"6" CS
6"6" CR
6"6" CW
R
6"6" CW
S
2"2"
CW
S2"
2" C
WR
2"2" CWS2"2" CWR
6"6" CWS6"6" CWR
13
14 14
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rou
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Ne
bra
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co
rpo
ratio
n, A
LL
RIG
HT
S R
ES
ER
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D
KEY PLAN
LEGEND NOTES ARE COMMON TO ALLSOME NOTES MAY NOT APPLY TO THIS SHEET
BA
NORTH
Rev
isio
ns
5/8
/2017 3
:39:5
4 P
M
C:\R
evit\1
0-1
6206-0
0_M
P_2016_C
entr
al_
mm
art
z.r
vt
10-1
6206-0
0
5/0
8/1
7
ST
AT
E O
F N
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RA
SK
A 5
01 B
UIL
DIN
G R
EN
OV
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ION
HV
AC
PIP
ING
DE
MO
LIT
ION
PLA
N, LO
WE
R L
EV
EL -
AR
EA
BD
M2.0
B
20
17
PR
INT
SH
OP
BU
ILD
OU
T &
ST
RU
CT
UR
AL D
EF
ICIE
NC
Y R
EN
OV
AT
ION
NORTHSCALE: 1/8" = 1'-0"
HVAC PIPING DEMOLITION PLAN, LOWER LEVEL - AREA B
A. MECHANICAL ITEMS INDICATED FULL TONE (DARK) AREITEMS TO BE SALVAGED FOR RE-USE OR DEMOLISHED.MECHANICAL ITEMS INDICATED HALF TONE (LIGHT) AREEXISTING ITEMS TO REMAIN. CONTRACTOR TO PROPERLYDISPOSE OF MATERIAL NOT RE-USED.
B. EXISTING MECHANICAL ITEMS HAVE BEEN INDICATED FROMTHE EXISTING PLANS AND VERIFIED TO THE EXTENT POSSIBLE.THE CONTRACTOR IS TO FIELD VERIFY ALL EXISTINGCONDITIONS PRIOR TO CONSTRUCTION AND REPORT ANYDISCREPANCIES THAT CHANGE THE SCOPE OF WORK TO THEARCHITECT/ENGINEER. (NOTE: ALL ITEMS MAY NOT BEINDICATED.)
C. DRAWINGS ARE OF SMALL SCALE, NOT ALL FITTINGS ANDOFFSETS ARE INDICATED.
D. FACILITY IS TO REMAIN OPERATIONAL DURINGCONSTRUCTION. ROOM TEMPERATURES IN CRITICAL ROOMSMUST REMAIN AT ACCEPTABLE LEVELS AT ALL TIMES. ANYSHUT DOWN OF EQUIPMENT OR INTERRUPTION OF HVACSERVICES TO NON-CRITICAL ROOMS MUST BE COORDINATEDWITH OWNER. COORDINATE WITH OWNER WHICH ROOMS ARETEMPERATURE CRITICAL.CHILLED WATER AND HEATING WATERPIPING TO BE REMOVED SHALL BE DONE WITHOUT SHUTTINGDOWN AND DRAINING RESPECTIVE SYSTEMS.
GENERAL NOTES
Keynote Legend
KeyValue Keynote Text
1 FIRE PROTECTION MAINS ROUTED OVER THISAREA TO BE MOVED TO ACCOMMODATE NEWELECTRICAL AND FUTURE UPS ROOMS.
2 EXISTING AHU TO BE REBALANCED TOADJUST FOR AIRFLOW DEDUCTED FROMUNIT.
3 HATCHED AREA INDICATES WORK ABOVECEILING TO BE DONE AS PART OF BIDPACKAGE #2. WORK ASSOCIATED WITH BIDPACKAGE #2 SHALL BE COMPLETED PRIORTO CEILING GRID INSTALLATION.
4 NEW 6" CWS/CWR PIPING TO BE INSTALLEDAS PART OF BID PACKAGE #2 TO BE ROUTEDAS HIGH AS POSSIBLE TIGHT TOSTRUCTURE. COORDINATE ALL WORK INTHIS AREA WITH BID PACKAGE #2MECHANICAL CONTRACTOR.
5 NEW ELECTRICAL CONDUITS TO BEINSTALLED AS PART OF BID PACKAGE #2 TOBE ENCLOSED IN CONCRETE DUCT BANKOVER EXISTING RESTROOMS ANDCORRIDOR. COORDINATE ALL WORK IN THEAREA WITH THE BID PACKAGE #2ELECTRICAL CONTRACTOR.
6 CAP AND VALVE FOR FUTURE COILCONNECTIONS.
7 PROVIDE WALL TYPE THERMOSTAT, MOUNTTO CEILING. PROVIDE ADDITIONAL CONTROLWIRE TO ACCOMMODATE RELOCATION OFTHERMOSTAT AS SPACES ARE FITTED OUT.
9 BUILDING IS TO REMAIN OPERATIONALDURING RENOVATION. COORDINATE WITHOTHER DISCIPLINES TO MINIMIZE THESPRINKLER SYSTEM DOWN TIME. IN THEEVENT OF AN EXTENDED SHUT DOWN OFTHE SPRINKLER SYSTEM, CONTRACTOR TONOTIFY LOCAL FIRE DEPARTMENT AND FIRECODE OFFICIAL AND PROVIDE FIRE WATCHPER NFPA STANDARDS .
10 HVAC DEMOLITION IN THIS AREA IS LIMITEDTO EXISTING AIRSIDE COMPONENTS ONLY.CAREFULLY REMOVE COMPONENTSWITHOUT DISRUPTING SERVICE TO WATERLINES ROUTED ABOVE THE CORRIDOR.
11 REMOVE AND REINSTALL EXHAUSTDUCTWORK AND GRILLES IF NECESSARY TOCOMPLETE ELECTRICAL WORK ABOVERESTROOMS AND CORRIDOR.
12 RELOCATE EXISTING HUMIDIFIER TO EASTWALL OF MECHANICAL ROOM. SEE SHEETM2.0A FOR NEW LOCATION.
13 SHUT OFF SUPPLY AND RETURN VALVES TOBRANCH AND DRAIN DOWN TO ALLOW FORREMOVAL OF HOT WATER PIPING TOTERMINAL BOXES.
14 ENSURE HYDRONIC PIPING IS REMOVEDBACK TO THE CORRIDOR. NO EXISTING ORNEW WATER PIPING IS TO BE ROUTED OVERNEW ELECTRICAL SPACES.
15 PROVIDE LOW LEAKAGE OPPOSED BLADEVOLUME DAMPER.
UP
M
T
T
T
T
T
T T
T
T
T
T
SS
Unoccupied
Unoccupied12331.18 SF
CONFERENCE
012
475.22 SF
SECUREDPRINT
0201877.81 SF
MECHANICAL
009
780.43 SF
CORRIDOR
001
519.15 SF
CART STORAGE
004130.23 SF
Unoccupied
Unoccupied
148.87 SF
Unoccupied
Unoccupied139.73 SF
AREA TO BE SERVED BY EXISTING PRINT SHOP AHU
AHU-A009
OPEN OFFICE
008688.12 SF
OFFICE
014
116.69 SF OFFICE
008A138.41 SF
OFFICE
015
116.69 SF
OFFICE
011
157.65 SF
OFFICE
01893.66 SF
COLOR COPY
019
684.29 SF
SECUREDSTORAGE
021250.50 SF
RECORDSSTORAGE
007121.63 SF
40"x24" SA
44"x24" RA
36"x20" SA
30"x20" RA
20"x14" EA
18"x10" EA
20"x
20"
EA
OFFICE
010
137.81 SF
RECEPTION
006261.68 SF
10"x10" EA
24"x20" SA
18"x
12"
EA
18"x16" SA16"x
14"
SA
10"x
14"
SA
8"x8" EA 8"x8" EA
12"x
10"
EA
18"x
10"
EA
8"x8" EA 8"x8" EA
14"x
14"
SA10"x14" SA
20"x
14"
SA
8"ø SA
12"x8" SA
10"x8" SA
14"x10" SA
8"x8" SA
8"x8" SA
6"ø SA
10"x10" EA
10"x10" EA
16"x16" SA
14"ø SA
10"x10" SA
10"x
14"
SA
16"x14" SA
10"x
14"
SA
16"ø SA
16"ø SA
16"ø SA
10"x14" SA 16"x14" SA 18"x16" SA
6" ø145 CFM
D-1
TYP 4
6" ø40 CFM
D-1
12" ø340 CFM
D-1
TYP 16
12" ø260 CFM
D-1
TYP 2
12" ø400 CFM
D-1
TYP 8
6" ø120 CFM
D-1
6" ø120 CFM
D-1
6" ø120 CFM
D-1
6" ø140 CFM
D-1
6" ø120 CFM
D-16" ø
120 CFM
D-1
8" ø200 CFM
D-1
6" ø50 CFM
D-1
TYP 2
6" ø95 CFM
D-1
6" ø140 CFM
D-1
6" ø160 CFM
D-1
G-124" x 24"6" ø
150 CFM
D-1
G-124" x 24"
G-124" x 24"
G-124" x 24"
G-124" x 24"
G-124" x 24"
G-124" x 24"
G-124" x 24"
G-124" x 24"
G-124" x 24"
G-124" x 24"
VA
V-0
03
VAV-008
VAV-014
VA
V-0
10
VA
V-0
12
VAV-016
VAV-017
VAV-019VAV-020A
VAV-020B
VAV-020C
8" ø225 CFM
D-1
TYP 2
38"x
26"
RA
38"x
26"
RA
60"x28" RA
G-224" x 24"275 CFM
TYP 4
G-224" x 24"340 CFM
G-224" x 24"375 CFM
TYP 3
30"x
14"
OA
H-A009
EXISTINGAHU-2
40"x20" RA
40"x20" RA
EF-A009
20"x
20"
EA
EXISTINGRF-2
48"x
32"
RA
H-1
30"x20" RA UPOPEN TO PLENUM
G-124" x 24"
G-124" x 24"
G-124" x 24"
G-124" x 24"
36"x30" LOUVER EXHAUSTING TOLEVEL ONE PARKING GARAGE
EXISTING EXHAUST LOUVER
EXISTING EXHAUST LOUVER
EXISTING RELIEF LOUVER
G-310" x 8"
300 CFM
10"x10" TA
10"ø SA6"ø SA 6"ø SA
16"ø SA
ELEC/DATA
00372 SF
CART STORAGE
002110 SF
10"x10" TA
10"x10" TA
10"x10" TA
10"x10" TA
10"x10" TA
10"x10" TA
TERMINATE OA DUCT IN AREA WELL.PROVIDE INSECT SCREEN OVEROPENING AND SECURITY BARS INDUCTWORK AT EXTERIOR WALL
14"x10" EA
ROUTE OUTDOOR DUCTINTO SPACE BETWEENTWIN T STUCTURALSUPPORTS. ROUTEOVER NEW ANDEXISTING RETURNDUCTWORK . MODIFYEXISTING DUCTSUPPORTS ASNECCESSARY.
G-38" x 6"
50 CFM
G-124" x 24"
2
16"x8" EA22
"x16
" R
A
VAV-001
SA-A009
10"x
10" S
A
8"x6" SA
8"x6
" S
A
10"ø SA
10"x10" EA
18"x16" SA
10"x10" TA
14"x
10"
TA
14"x
10"
RA 8"
x8"
RA
Arc
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ctu
re E
ngin
eering
P
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teriors
©
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rou
p inc., a
Ne
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ska
co
rpo
ratio
n, A
LL
RIG
HT
S R
ES
ER
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D
KEY PLAN
LEGEND NOTES ARE COMMON TO ALLSOME NOTES MAY NOT APPLY TO THIS SHEET
BA
NORTH
Rev
isio
ns
5/8
/2017 3
:40:1
0 P
M
C:\R
evit\1
0-1
6206-0
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P_2016_C
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DIN
G R
EN
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HV
AC
PLA
N, LO
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AR
EA
AM
1.0
A
20
17
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Y R
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SCALE: 1/8" = 1'-0"M1.0A
1 HVAC FLOOR PLAN - LOWER LEVEL AREA A
Keynote Legend
KeyValue Keynote Text
1 FIRE PROTECTION MAINS ROUTED OVER THISAREA TO BE MOVED TO ACCOMMODATE NEWELECTRICAL AND FUTURE UPS ROOMS.
2 EXISTING AHU TO BE REBALANCED TOADJUST FOR AIRFLOW DEDUCTED FROMUNIT.
3 HATCHED AREA INDICATES WORK ABOVECEILING TO BE DONE AS PART OF BIDPACKAGE #2. WORK ASSOCIATED WITH BIDPACKAGE #2 SHALL BE COMPLETED PRIORTO CEILING GRID INSTALLATION.
4 NEW 6" CWS/CWR PIPING TO BE INSTALLEDAS PART OF BID PACKAGE #2 TO BE ROUTEDAS HIGH AS POSSIBLE TIGHT TOSTRUCTURE. COORDINATE ALL WORK INTHIS AREA WITH BID PACKAGE #2MECHANICAL CONTRACTOR.
5 NEW ELECTRICAL CONDUITS TO BEINSTALLED AS PART OF BID PACKAGE #2 TOBE ENCLOSED IN CONCRETE DUCT BANKOVER EXISTING RESTROOMS ANDCORRIDOR. COORDINATE ALL WORK IN THEAREA WITH THE BID PACKAGE #2ELECTRICAL CONTRACTOR.
6 CAP AND VALVE FOR FUTURE COILCONNECTIONS.
7 PROVIDE WALL TYPE THERMOSTAT, MOUNTTO CEILING. PROVIDE ADDITIONAL CONTROLWIRE TO ACCOMMODATE RELOCATION OFTHERMOSTAT AS SPACES ARE FITTED OUT.
9 BUILDING IS TO REMAIN OPERATIONALDURING RENOVATION. COORDINATE WITHOTHER DISCIPLINES TO MINIMIZE THESPRINKLER SYSTEM DOWN TIME. IN THEEVENT OF AN EXTENDED SHUT DOWN OFTHE SPRINKLER SYSTEM, CONTRACTOR TONOTIFY LOCAL FIRE DEPARTMENT AND FIRECODE OFFICIAL AND PROVIDE FIRE WATCHPER NFPA STANDARDS .
10 HVAC DEMOLITION IN THIS AREA IS LIMITEDTO EXISTING AIRSIDE COMPONENTS ONLY.CAREFULLY REMOVE COMPONENTSWITHOUT DISRUPTING SERVICE TO WATERLINES ROUTED ABOVE THE CORRIDOR.
11 REMOVE AND REINSTALL EXHAUSTDUCTWORK AND GRILLES IF NECESSARY TOCOMPLETE ELECTRICAL WORK ABOVERESTROOMS AND CORRIDOR.
12 RELOCATE EXISTING HUMIDIFIER TO EASTWALL OF MECHANICAL ROOM. SEE SHEETM2.0A FOR NEW LOCATION.
13 SHUT OFF SUPPLY AND RETURN VALVES TOBRANCH AND DRAIN DOWN TO ALLOW FORREMOVAL OF HOT WATER PIPING TOTERMINAL BOXES.
14 ENSURE HYDRONIC PIPING IS REMOVEDBACK TO THE CORRIDOR. NO EXISTING ORNEW WATER PIPING IS TO BE ROUTED OVERNEW ELECTRICAL SPACES.
15 PROVIDE LOW LEAKAGE OPPOSED BLADEVOLUME DAMPER.
RE
F.
FSFS
S
S
T
T
T
T T T
S
FUTURE MECHANICAL
CORRIDOR
001519.15 SF
CART STORAGE
004
130.23 SFUnoccupied
Unoccupied152.97 SF
Unoccupied
Unoccupied91.22 SF
CORRIDOR
0221572.36 SF
JAN
02620.11 SF
FUTURE
0314467.11 SF
Unoccupied
Unoccupied1259.75 SF
Unoccupied
Unoccupied423.04 SF
Unoccupied
Unoccupied334.38 SF
Unoccupied
Unoccupied312.63 SF
Unoccupied
Unoccupied
310.50 SF
Unoccupied
Unoccupied107.48 SF
Unoccupied
Unoccupied59.14 SF
Unoccupied
Unoccupied125.20 SF
Unoccupied
Unoccupied198.98 SF
Unoccupied
Unoccupied95.67 SF
AHU-A009
RECORDSSTORAGE
007121.63 SF
12"x10" RA
30"x
20"
RA
WOMEN'S
024230 SF
MEN'S
025247 SF
CART STORAGE
022A88 SF
FUTURE UPS
028267 SF
ELECTRICAL
029586 SF
CORRIDOR
041459 SF
HALL
023245 SF
RECEPTION
006261.68 SF
8" ø200 CFM
D-1
6" ø50 CFM
D-1
TYP 2
6" ø160 CFM
D-1
ELEC/DATA
00372 SF
CART STORAGE
002110 SF
30"x20" SA
20"x
16"
SA
8"ø SA
12"ø SA 14"x12" SA
10"x
10"
SA
18"x
14"
SA
12"x
10"
SA
10"x10" SA
8"x1
0" S
A
12"x8" SA12"x8" SA
8"x8
" S
A
8"x8
" S
A
8"ø SA10"x10" SA
6" ø140 CFM
D-1
TYP 6
8" ø250 CFM
D-1
TYP 2
6" ø85 CFM
D-1
TYP 3
6" ø85 CFM
D-1
TYP 3
8" ø250 CFM
D-1
TYP 2
8" ø260 CFM
D-1
TYP 2
G-124" x 24"
G-124" x 24"
G-124" x 24"
14"x
10"
EA
10"x
8" E
A
8"x8" EA
10"x8" EA
G-212" x 12"250 CFM
G-212" x 12"50 CFM
G-212" x 12"250 CFM
14"x10" EA
30"x20" SA
VAV-B032
VAV-B027
VAV-B030
VAV-B034
VAV-B035VAV-B038
G-38" x 6"
50 CFM
77 7
8"x6
" S
A
10"x
10" S
A8"
x6"
SA
8"x8
" R
A
PROVIDE NEW PRESSURE SENSOR AT THIS LOCATION
1515
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AC
PLA
N, LO
WE
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EV
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AR
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BM
1.0
B
20
17
PR
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1 HVAC FLOOR PLAN - LOWER LEVEL AREA B
T
T
T
T
T
T T
T
T
T
T
6
7
5
4
3
2
1
HA B C D E F G
8
9
10
AHU-A009
SECUREDSTORAGE
021250.50 SF
SECUREDPRINT
0201877.81 SF
COLOR COPY
019684.29 SF
CONFERENCE
012
475.22 SF
CONFERENCE
012Redundant Space
OFFICE
011157.65 SF
OPEN OFFICE
008
688.12 SF
MECHANICAL
009780.43 SF
RECEPTION
006261.68 SF
RECORDSSTORAGE
007121.63 SF
CART STORAGE
004130.23 SF
OFFICE
008A138.41 SF
OFFICE
014116.69 SF
OFFICE
015116.69 SF
SCHED.
01767.40 SF
CORRIDOR
001519.15 SF
Unoccupied
Unoccupied
144.11 SF
OFFICE
010137.81 SF
?
??
MEN'S
025247 SF
WOMEN'S
024230 SF
JAN
02620 SF
?
??
3"3" CWR3"3" CWS
2 1/2"2 1/2" HWR2 1/2"2 1/2" HWS
VAV-020C
VAV-020B
VAV-020A
VAV-019
VAV-017
VAV-016
VAV-014
VAV-008VAV-010VAV-012
EXISTINGAHU-2
H-1
H-A
009
OFFICE
018
93.66 SF
1"1" HWS1"1" HWR
1"1" HWS
1 1/4"1 1/4" HWS1 1/4"1 1/4" HWR
1 1/2"1 1/2" HWS1 1/2"1 1/2" HWR
2"2" HWS2"2" HWR
1"1" HWR
1"1" HWS
1"1" HWR
3/4"3/4" HWR3/4"3/4" HWS
1"1" HWS1"1" HWR
3/4"3/4" HWS
3/4"3/4" HWR
1"1" HWS
1"1" HWR
1 1/4"1 1/4" HWS1 1/4"1 1/4" HWR
3/4"3/4" HWR3/4"3/4" HWS
3/4"3/4" HWS3/4"3/4" HWR
1"1" HWS1"1" HWR
3/4"3/4" HWS3/4"3/4" HWR
3/4"3/4" HWR3/4"3/4" HWS
3/4"3/4" HWS
3/4"3/4" HWR
3"3" HWS
4"4" CWS
HUMIDIFIER STEAM LINEUP TO DUCT MANIFOLD
3"3"
HW
R3"
3" H
WS
4"4"
CW
R4"
4" C
WS
EXISTINGSUMP
EXISTINGRF-2
EXISTINGEF-3
EXISTINGEF-2
VAV-003
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PLA
N, LO
WE
R L
EV
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AR
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AM
2.0
A
20
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SCALE: 1/8" = 1'-0"M2.0A
1 HVAC PIPING PLAN - LOWER LEVEL AREA A
T
6
7
5
4
3
2
1
H I J K L M
8
EXISTINGFAN COIL
EXISTING CHILLEDWATER PUMPS
EXISTING CONDENSERWATER PUMPS
EXISTING CHILLERS
EXISTING HEATEXCHANGER
AIR COMPRESSOR
EXISTINGEXPANSION TANK
2"2" HWR2"2" HWS
8"8" CWS
AHU-A009
RECEPTION
006
261.68 SF
RECORDSSTORAGE
007
121.63 SF
CART STORAGE
004
130.23 SF
CORRIDOR
001
519.15 SF
Unoccupied
Unoccupied
144.11 SF
BREAK ROOM
027
448 SF
MEN'S
025
247 SF
WOMEN'S
024
230 SF
JAN
026
20 SF
?
?
?
CORRIDOR
041
459 SFELECTRICAL
029
586 SF
FUTURE UPS
028
267 SF
CORRIDOR
022
1571 SF
8"8" CWR
VAV-B027 VAV-B030
VAV-B034
VAV-B032
VAV-B035VAV-B038
3/4"3/4" HWS3/4"3/4" HWR
3/4"3/4" HWS
3/4"3/4" HWR
3/4"3/4" HWS3/4"3/4" HWR
3/4"3/4" HWS
3/4"3/4" HWR
1"1" HWS
1"1" HWR
3/4"3/4" HWR
3/4"3/4" HWS
1"1" HWS1"1" HWR
1"1" HWS
1"1" HWR
1 1/4"1 1/4" HWR1 1/4"1 1/4" HWS
8"8" CR
8"8" CS
EXISTING AIRSEPERATOR
6"6"
CW
S6"
6" C
WR
8"8"
CW
R
8"8"
CW
S
8"8" C
S
8"8" C
R
4"4" CWR4"4" CWS
3"3" HWS3"3" HWR
4"4" CWS4"4" CWR
2"2"
CW
R2"
2" C
WS
6"6" CWS
6"6" CWR
2"2" CWS
2"2" CWR
6"6" CR
6"6" CS
8"8" CS
6"6" C
R
8"8"
CW
S
8"8"
CW
R
2"2"
HW
R2"
2" H
WS
2"2" CWR2"2" CWS
2"2" CWS2"2" CWR
3"3"
HW
R3"
3" H
WS
4"4"
CW
R4"
4" C
WS
3
3 4
5
6
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BM
2.0
B
20
17
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SCALE: 1/8" = 1'-0"M2.0B
1 HVAC PIPING PLAN - LOWER LEVEL AREA B
Keynote Legend
KeyValue Keynote Text
1 FIRE PROTECTION MAINS ROUTED OVER THISAREA TO BE MOVED TO ACCOMMODATE NEWELECTRICAL AND FUTURE UPS ROOMS.
2 EXISTING AHU TO BE REBALANCED TOADJUST FOR AIRFLOW DEDUCTED FROMUNIT.
3 HATCHED AREA INDICATES WORK ABOVECEILING TO BE DONE AS PART OF BIDPACKAGE #2. WORK ASSOCIATED WITH BIDPACKAGE #2 SHALL BE COMPLETED PRIORTO CEILING GRID INSTALLATION.
4 NEW 6" CWS/CWR PIPING TO BE INSTALLEDAS PART OF BID PACKAGE #2 TO BE ROUTEDAS HIGH AS POSSIBLE TIGHT TOSTRUCTURE. COORDINATE ALL WORK INTHIS AREA WITH BID PACKAGE #2MECHANICAL CONTRACTOR.
5 NEW ELECTRICAL CONDUITS TO BEINSTALLED AS PART OF BID PACKAGE #2 TOBE ENCLOSED IN CONCRETE DUCT BANKOVER EXISTING RESTROOMS ANDCORRIDOR. COORDINATE ALL WORK IN THEAREA WITH THE BID PACKAGE #2ELECTRICAL CONTRACTOR.
6 CAP AND VALVE FOR FUTURE COILCONNECTIONS.
7 PROVIDE WALL TYPE THERMOSTAT, MOUNTTO CEILING. PROVIDE ADDITIONAL CONTROLWIRE TO ACCOMMODATE RELOCATION OFTHERMOSTAT AS SPACES ARE FITTED OUT.
9 BUILDING IS TO REMAIN OPERATIONALDURING RENOVATION. COORDINATE WITHOTHER DISCIPLINES TO MINIMIZE THESPRINKLER SYSTEM DOWN TIME. IN THEEVENT OF AN EXTENDED SHUT DOWN OFTHE SPRINKLER SYSTEM, CONTRACTOR TONOTIFY LOCAL FIRE DEPARTMENT AND FIRECODE OFFICIAL AND PROVIDE FIRE WATCHPER NFPA STANDARDS .
10 HVAC DEMOLITION IN AREA ABOVE THECORRIDOR LIMITED TO EXISTING AIRSIDECOMPONENTS ONLY. CAREFULLY REMOVECOMPONENTS WITHOUT DISRUPTINGSERVICE TO WATER LINES ROUTED ABOVETHE CORRIDOR.
11 REMOVE AND REINSTALL EXHAUSTDUCTWORK AND GRILLES IF NECESSARY TOCOMPLETE ELECTRICAL WORK ABOVERESTROOMS AND CORRIDOR.
12 RELOCATE EXISTING HUMIDIFIER TO EASTWALL OF MECHANICAL ROOM. SEE SHEETM2.0A FOR NEW LOCATION.
13 SHUT OFF SUPPLY AND RETURN VALVES TOBRANCH AND DRAIN DOWN TO ALLOW FORREMOVAL OF HOT WATER PIPING TOTERMINAL BOXES.
14 ENSURE HYDRONIC PIPING IS REMOVEDBACK TO THE CORRIDOR. NO EXISTING ORNEW WATER PIPING IS TO BE ROUTED OVERNEW ELECTRICAL SPACES.
15 PROVIDE LOW LEAKAGE OPPOSED BLADEVOLUME DAMPER.
NOTE:1) DAMPER MUST BE U.L. APPROVED & INSTALLED AS PER
MANUFACTURER U.L. RECOMMENDATIONS. UL555, UL555A & UL55C.2) PROVIDE ACCESS PANELS IN WALLS OR CHASES.
DUCT
MOUNTING ANGLE14 GA
DAMPER ACTUATOR(SMOKE & FIRE/SMOKE DAMPERS)
MOUNTING ANGLE14 GA
14 GA SLEEVE
FIRE, SMOKE, OR COMBINATIONFIRE/SMOKE DAMPER
BREAKDOWN JOINT
ALLOW FOR 1/8" EXP OF SLEEVE INSETTING ANGLES. ANGLES TO LAPSTRUCTURE A MIN. OF 1" AROUNDENTIRE OPENING.
DAMPERACCESS
WALL ORPARTITION
VD
DIFFUSER
ROUND DUCT WRAP INSULATION
CEILING
SUPPLY MAIN WRAP INSULATION
45° ENTRY TAP RECTANGULAR TOROUND
FLEX CONNECTION NO BENDS MAX.5'-0" LONG
4" MAX 4". 4". 4". 4" MAX
4" M
AX
4".
4" M
AX
SECURITY BARRIER WIDTH
SE
CU
RIT
Y B
AR
RIE
R H
EIG
HT
2"x1 1/4"x3/16" STEEL ANGLE(TOP AND BOTTOM)
3/4" ROUND STEEL BARS (TYP)
3/16"x2" FLAT BAR (BOTH SIDES)
SECURITY BARRIER ELEVATIONA
OU
TS
IDE
WA
LLIN
AR
EA
WE
LL
INS
IDE
WA
LL
2".
6".
PROVIDE 3/4"Ø x 5" EXPANSIONANCHORS IN WALL AT 16" O.C.SPACING
MIN 6"x3"x3/16" ANGLE IRON ALLAROUND SLEEVE
10 GUAGE STEEL SLEEVE (GALV)
PROVIDE 2" LONG FILLET WELD @ 12"O.C. ALONG PERIMETER OF ANGLEIRON SLEEVE
SECURELY FASTEN DUCTWORK TO SLEEVE
WALL STRUCTURE
SECURITY BARRIER @ DUCT OPENINGB
SECURITY BARS
BUILDING WALL INTERIOR
RIVET (TYP)
RECTANGULAR DUCTWORK
SEAL ALL WALL PENETRATIONS (TYP)
PIPING & INSULATION
GALV. STEEL DRAWBANDTYPE ESCUTCHEON, 3" WIDE
ROUND DUCTWORK
SATIN FINISH OR ALUMINUMSPLIT-TYPE ESCUTCHEON
SLEEVE IN MASONRY WALL (TYP)
CONCEALED DUCTWORK& PIPING
EXPOSED DUCTWORK& PIPING IN FINSHED SPACES
HANGER CLAMP OR BAND
BOLT
STRAP OR ANGLE
NUT
ANGLE
ROD
DUCT
NOTES:1. DO NOT EXCEED ALLOWABLE LOAD LIMITS OF ANY OR ALL OF THE INDIVIDUAL TRAPEZE PARTS.2. DO NOT PENETRATE DUCT OR DUCT INSULATION VAPOR BARRIER WHEN SECURING HANGERS TO
DUCTWORK. EVENTUALLY THE PENETRATIONS WILL LEAK.3. USE HANGER CLAMPS OR BANDS FOR ROUND DUCTS AS ROUND DUCT TENDS TO DEFORM ON TRAPEZE
HANGERS.4. TEARS, PUNCTURES, ETC. SHALL BE REPAIRED WITH TAPE OR MASTIC TO MAINAIN THE INTEGRITY OF
THE VAPOR BARRIER.5. DO NOT USE ANY STRAP HANGERS WITH SCREWS ON ANY DUCTWORK THAT IS EXTERNALY WRAPPED.
SUPPORT RODS DOWN FROMSTRUCTURE (TYP OF 4)
VIBRATION ISOLATORS, SEESPECIFICATIONS
NEOPRENE VIBRATION ISOLATORS(TYP OF 4)
FLEXIBLE DUCT CONNECITON (TYP)
IN-LINE EXHAUST FAN
REFER TO PLANS FOR CONTINUATIONOF DUCTWORK AND SIZES
M
RELIEF AIR LOUVER - REFER TOMECHANICAL DRAWINGS FORLOCATION AND ARCHITECTURALDRAWINGS FOR SPECIFICATIONS ANDSIZES AND INSTALLATION
BACKDRAFT DAMPER WHEREINDICATED ON PLANS
CONNECT DUCTWORK FULL SIZE TOLOUVER CONNECTION
RELIEF DUCT CONNECTIONS, SEEPLANS FOR SIZE AND LOCATION
FULL SIZE PLENUM FOR BRANCHDUCT CONNECTIONS
EXTERIOR WALL
1" ACCOUSTICAL DUCT LINER
WALL
1" ACCOUSTICAL DUCT LINER
W W * 1.5
HWS
HWR
5/8"Ø SUPPORT RODS DOWN FROMSTRUCTURE (TYP OF 4). REFER TOSTRUCTURAL DRAWINGS FORCONNECTION DETAILS
PRIMARY AIR DUCT FROM RTAC UNIT
SHEET METAL DUCT (TYP)
2 POSITION CONTROL VALVE
AIRFLOW
FLEXIBLE BRAIDED STAINLESS STEELHOSE KIT
VAV TERMINAL UNIT
X"
Y"
INSTALL ADDITIONAL VENT ATINTERVALS OF 10' WHEN PIPINGDOWNSTREAM OF TRAP EXCEEDS15'
FLOOR DRAIN
CLEAN OUT
1" AIR GAP
PITCH DOWN TOWARD DRAIN
OPEN END
CLEAN OUT
DRAIN LINE SHALL BE AT LEAST THESAME SIZE AS THE NIPPLE ON THEDRAIN PAN
EQUIP MUST BE MOUNTED HIGHENOUGH VIA HOUSEKEEPING PADAND/OR EQUIPMENT RAILS TO ENSUREX AND Y DIMENSIONS
NOTES:1. ON DRAW-THRU UNITS, THE (X) DIMENSION (IN INCHES) SHALL BE 1.5 TIMES THE AIR HANDLING-UNITS
SUCTION PRESSURE AT OPERATING CONDITIONS, BUT IN NO CASE LESS THAN 2-INCHES.2. ON BLOW-THRU UNITS, THE (X) DIMENSION (IN INCHES) CAN BE AS SMALL AS 2 INCHES, BUT THE (Y)
DIMENSION (IN INCHES) SHALL BE 1.5 TIMES THE AIR HANDLING UNITS TOTAL STATIC PRESSURE BUTIN NO CASE LESS THAN 2 INCHES.
X=DISTANCE BETWEEN THE DRAIN PAN OUTLET AND THE TRAPY=TRAP DEPTH
3/4" BALL VALVE W/HOSE END THREADCONNECTION
THREAD PIPE CAP DO NOT SEAL WELD
LOW POINT
WELDOLET
SOCKET WELD
PITCH DOWNTO DRAIN
HVAC PIPING LOW POINT DRAINA
3/4" LEAD FREE BALL VALVE W/HOSEEND THREAD CONNECTION CAP ANDCHAIN
LOW POINT
PITCH DOWNTO DRAIN
PLUMBING PIPING LOW POINT DRAINB
PROVIDE A SECTION OF HIGHCOMPRESSION STRENGTHINSULATION AT EACH HANGER POINT.INSULATION MAY BE HALF ROUND ORFULL ROUND AND EXTENDED 2"BEYOND GALVANIZED SHIELD EACHWAY.
HANGER ROD WITH CLEVIS HANGER
PIPE
UNI-STRUT CHANNEL
GALV. IRON SHEET SHIELD (12" LONG)
INSULATION
PIPE
NOTES:
1. ATTACH SUPPORTS FOR ALL PIPING SUSPENDED FROM THE STEELSTRUCTURE TO THE TOP CHORD OF JOISTS OR BEAM.
2. PROVIDE COPPER OR PLASTIC COATED HANDERS FOR NON-INSULATED COPPER PIPE.
HWS
HWS
HWRHWR
X'-X" MINIMUM ACOUSTICALLYLINED DUCT
HOT WATER COIL
AIR INLET DUCT
VARIABLE AIR VOLUME BOX
CONTROL VALVE
SHUT-OFF VALVE (TYP)
P/T PORT
UNION (TYP)
INSULATE OVER COIL AND COILHEADER TO PREVENTCONDENSATION WHEN IN COOLINGMODE
MANUAL AIR VENT
STRAINER
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01 B
UIL
DIN
G R
EN
OV
AT
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ME
CH
AN
ICA
L D
ET
AIL
SM
4.1
20
17
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SH
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NC
Y R
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NO SCALEM4.1
1 COMBO FIRE/SMOKE DAMPERNO SCALEM4.1
2 DIFF DUCT CONN HORIZ FLEXNO SCALEM4.1
3 DUCT SECURITY BARRIERNO SCALEM4.1
4 DUCT/PIPE WALL PENETRATIONS
NO SCALEM4.1
5 DUCTWORK HANGING DETAILNO SCALEM4.1
6 EXHAUST FAN - IN-LINENO SCALEM4.1
7 LOUVER CONN - RELIEF
NO SCALEM4.1
9 TRANSFER DUCT 2
NO SCALEM4.1
10 VAV BOX - SEISMICNO SCALEM4.1
11 CONDENSATE DRAIN P-TRAP
NO SCALEM4.1
12 LOW POINT DRAIN
NO SCALEM4.1
13 PIPE INSULATION AT HANGERS
NO SCALEM4.1
14 VAV REHEAT PIPING
TERMINAL BOX - HOT WATER REHEAT
CFM OPERATING MAX RADIATED MAX DISCHARGE HOT WATER REHEAT COIL DATA MECH
MARK TYPE MAX MINSTATIC PRESSURE
INLET DIA NC AT NC AT CFM MIN CAP GPM WPD APD ROWS EWT LWT EAT LAT BASIS OF DESIGN
NOTES
(TB-X) (IN WG) (IN) INLET STATIC INLET STATIC (MBH) (FT WG) (IN WG) (°F) (°F) (°F) (°F)
VAV-001 REHEAT 310 145 0.75 8 25 25 145 5.5 1 0.7 0.1 1 200 189.038 55 90 TITUS DESV 1,2
VAV-003 REHEAT 300 80 0.75 6 25 25 80 3.0 1 0.5 0.1 1 200 193.952 55 90 TITUS DESV 1,2
VAV-008 REHEAT 675 230 0.75 10 25 25 230 8.7 2 0.7 0.1 1 200 191.306 55 90 TITUS DESV 1,2
VAV-010 REHEAT 240 80 0.75 6 25 25 80 3.0 1 0.5 0.1 1 200 193.952 55 90 TITUS DESV 1,2
VAV-012 REHEAT 250 80 0.75 6 25 25 80 3.0 1 0.5 0.1 1 200 193.952 55 90 TITUS DESV 1,2
VAV-014 REHEAT 240 80 0.75 6 25 25 80 3.0 1 0.5 0.1 1 200 193.952 55 90 TITUS DESV 1,2
VAV-016 REHEAT 1,600 450 0.75 14 25 25 450 17.0 2 0.5 0.1 1 200 182.99 55 90 TITUS DESV 1,2
VAV-017 REHEAT 1,870 580 0.75 16 25 25 580 21.9 2 1 0.1 1 200 178.076 55 90 TITUS DESV 1,2
VAV-019 REHEAT 450 145 0.75 8 25 25 145 5.5 1 0.7 0.1 1 200 189.038 55 90 TITUS DESV 1,2
VAV-020A REHEAT 2,000 580 0.75 16 25 25 580 21.9 3 1 0.1 1 200 185.384 55 90 TITUS DESV 1,2
VAV-020B REHEAT 2,000 580 0.75 16 25 25 580 21.9 3 1 0.1 1 200 185.384 55 90 TITUS DESV 1,2
VAV-020C REHEAT 2,000 580 0.75 16 25 25 580 21.9 3 1 0.1 1 200 185.384 55 90 TITUS DESV 1,3
VAV-027 REHEAT 520 145 0.75 8 25 25 145 5.5 1 0.7 0.1 1 200 189.038 55 90 TITUS DESV 1,2
VAV-030 REHEAT 915 325 0.75 12 25 25 325 12.3 2 0.9 0.1 1 200 187.715 55 90 TITUS DESV 1,2
VAV-032 REHEAT 500 145 0.75 8 25 25 145 5.5 1 0.7 0.1 1 200 189.038 55 90 TITUS DESV 1,2
VAV-034 REHEAT 500 145 0.75 8 25 25 145 5.5 1 0.7 0.1 1 200 189.038 55 90 TITUS DESV 1,2
VAV-035 REHEAT 255 80 0.75 6 25 25 80 3.0 1 0.5 0.1 1 200 193.952 55 90 TITUS DESV 1,2
VAV-038 REHEAT 255 80 0.75 6 25 25 80 3.0 1 0.5 0.1 1 200 193.952 55 90 TITUS DESV 1,2
MECHANICAL NOTES:
1. ROOM NC LEVEL SHOWN INCLUDES ATTENUATION TRANSFER FUNCTIONS OBTAINED FROM TABLES IN ARI STANDARD 885-90.
2. SOUND DATA SHALL BE OBTAINED FROM TESTS CONDUCTED IN ACCORDANCE WITH ARI STANDARD 880-94.
MODULAR AIR HANDLING UNIT SCHEDULE
MARK
AHU-A009
MECHANICAL NOTES:
1. PROVIDE CLASS 2 SUPPLY & RETURN FANS.
2. SEE PLANS & SECTIONS FOR AHU SIZE & CONFIGURATION.
3. PROVIDE DOUBLE SLOPED STAINLESS STEEL DRAIN PANS FOR COOLING COIL SECTIONS.
4. ALL VARIABLE FREQUENCY DRIVES SHALL BE UNIT MOUNTED AND WIRED AT THE FACTORY.
5. PROVIDE 1 EXTRA SET OF PRE AND FINAL FILTERS.
6. UNIT WILL NOT HAVE CONCRETE EQUIPMENT PAD.MANUFACTURER AND CONTRACTOR TO COORDINATE CONDENSATE OUTLET/PIPING PRIOR TO ORDERING UNIT.
7. PROVIDE SINGLE POINT POWER CONNECTION - 460 V / 3 PH / 29 A FLA / 30 A MCA.
8. UNIT SHALL BREAK DOWN TO FIT IN BUILDING FREIGHT ELEVATOR.
LOCATION
A009
FAN
SECTION
SUPPLY
RETURN
FAN WALL SECTION DATA
WHEEL
TYPE
CENTRIFUGAL
CENTRIFUGAL
NUMBER
OF FANS
4
2
WHEEL
DIA
(IN)14
22
BLADE
TYPE
AIRFOIL
AIRFOIL
TOTAL
MAX
CFM13,000
10,300
ESP
(IN WG)2.50
1.00
Kw/
Fan3.7
3.4
V
460
460
PH
3
3
VFD
YES
YES
SUPPLY/RETURN
DISCHARGE PLENUM
YES
YES
BLENDER
NO
ECONOMIZER
SECTION
NO
FILTER
PRE/FINAL
2" MERV 8 PRE
4" MERV 11 FINAL
HEATING
COIL MARK
HC-A009
COOLING
COIL MARK
CC-A009
MIN
OA
CFM
2,700
UNIT
WEIGHT
9,869
BASIS OF DESIGN
TEMPTROL
MECH
NOTES
1,2,3,4,5,6,7,8
COIL - CHILLED WATER SCHEDULE
MARK
CC-A009
MECHANICAL NOTES:
1. MAX FACE VELOCITY AND AIR PRESSURE DROP IS FOR MAXIMUM CFM. SEE AIR HANDLING UNIT SCHEDULE.
2. ALL OTHER INFORMATION IS FOR MINIMUM CFM AS LISTED ON THIS SCHEDULE.
SERVES
AHU-A009
CFM
13,000
NUMBER
COILS
2
MAX
FACE
VEL
(FPM)500
MAX
AIR
PD
(IN)0.80
TOTAL
CAP
COIL
(MBH)470
SENSIBLE
CAP
COIL
(MBH)350
EAT
(°F)78.0
LAT
(°F)52.5
GPM
93.8
MAX
WATER
PD
(FT)6.2
EWT
(°F)45
LWT
(°F)55
MIN
NO
ROWS
6
MAX
FINS PER
INCH
10
BASIS OFDESIGN
DAIKIN
MECH
NOTES
1,2
COIL - HOT WATER SCHEDULE
MARK
HC-A009
MECHANICAL NOTES:
1. MAX FACE VELOCITY AND AIR PRESSURE DROP IS FOR MAXIMUM CFM. SEE AIR HANDLING UNIT SCHEDULE.
2. ALL OTHER INFORMATION IS FOR MINIMUM CFM AS LISTED ON THIS SCHEDULE.
SERVES
AHU-A009
CFM
13,000
NUMBER
COILS
1
MAX
FACE
VEL
(FPM)500
MAX
AIR
PD
(IN)0.10
TOTAL
CAP
COIL
(MBH)522
EAT
(°F)59.2
LAT
(°F)89.1
GPM
54.0
MAX
WATER
PD
(FT)3.4
EWT
(°F)200
LWT
(°F)180
MIN
NO
ROWS
1
MAX
FINS PER
INCH
10
BASIS OF DESIGN
DAIKIN
MECH
NOTES
1,2
LOUVER SCHEDULE
MARK
(LV-X)
LV-2
MECHANICAL NOTES:
1. PROVIDE WITH BIRDSCREEN.
2. PROVIDE MOUNTING ACCESSORIES AND EXTENDED SILL MOUNTING.
3. PROVIDE RUSKIN FLUROPON FINISH. COLOR TO BE SELECTED BY A/E.
4. PROVIDE WITH THERMALLY INSULATED, LOW LEAKAGE RUSKIN CDTI-50 DAMPER OR APPROVED EQUAL.
SERVES
EF-A009
FUNCTION
EXHAUST AIR
CFM
3,000
TOTAL LOUVER
FREE AREA
(SQ. FT.)
9.26
FREE AREA
VELOCITY
(FPM)
700
MAX PD
(IN WG)
0.1
W
(IN)
30
SIZE
H
(IN)
30
D
(IN)
4
BASIS OF DESIGN
RUSKIN ELF375DXD
MECH
NOTES
1,2,3,4
DIFFUSER, REGISTER & GRILLE SCHEDULE
MARK
D-1
D-2
D-3
G-1
G-2
GENERAL NOTES:
1. NC VALUES ARE BASED ON A ROOM ABSORPTION OF 10 db, re 10-12 WATTS.
2. SEE PLANS FOR NECK SIZE AND CFM.
MECHANICAL NOTES:
1. PROVIDE WITH OPPOSED BLADE BALANCING DAMPER.
2. PROVIDE WITH FLANGED BORDER.
3. SET VERTICAL DEFLECTION TO 22.5 DEG DOWN UNLESS OTHERWISE NOTED ON THE DRAWINGS.
SERVES
SUPPLY AIR
SUPPLY AIR
SUPPLY AIR
RETURN/EXHAUST/TRANSFER AIR
RETURN/EXHAUST/TRANSFER AIR
FRAME TYPE
LAY-IN
LAY-IN
DUCT MOUNTED
LAY-IN
SURFACE
MATERIAL
STEEL
STEEL
STEEL
ALUMINUM
ALUMINUM
FACE SIZE
(INCHES)
24 x 24
12x12
SEE PLANS
SEE PLANS
SEE PLANS
PANEL SIZE
(INCHES)
24 X 24
12x12
- - - - -
- - - - -
- - - - -
NECK SIZE
(INCHES)
SEE PLANS
SEE PLANS
SEE PLANS
SEE PLANS
SEE PLANS
FINISH
WHITE
WHITE
BRITISH-WHITE
BRITISH-WHITE
BRITISH-WHITE
MAX
TOT PD
(IN WG)
0.1
0.1
0.1
0.08
0.08
MAX NC
@ Pd SHOWN
30
30
30
30
30
MANUFACTURER
& MODEL NUMBER
NAILOR RNSA
NAILOR RNSA
TITUS 300RL
TITUS 50F
TITUS 50F
MECH
NOTES
3
2
FAN SCHEDULE
MARK
EF-A009
MECHANICAL NOTES:
1. FAN SELECTION WITH THE FOLLOWING PARAMETER: NOT ALLOWED TO OPERATE IN MOTOR SAFETY FACTOR.
2. PROVIDE WITH SOLID STATE SPEED CONTROLLER FOR FAN BALANCING, SHIPPED LOOSE FOR FIELD WIRING BY ELECTRICAL CONTRACTOR.
3. PROVIDE WITH FACTORY MOUNTED DISCONNECT SWITCH AND NEMA-4X ENCLOSURE.
LOCATION
PRINT SHOP
FAN
TYPE
INLINE
WHEEL
DIA
(IN)
BLADE
TYPE
BI
FAN DATA
CFM
3000
ESP
(IN WG)
0.5
FAN
RPM
1099
DRIVE
TYPE
BELT
HP
[WATTS]
3/4
ELECTRICAL DATA
V
115
PH
1
HZ
60
MAX
SONES
12
UNIT
WEIGHT
(LBS)
11
BASIS OF DESIGN
COOK 165SQNB
MECH
NOTES
1,2,3
SOUND ATTENUATOR SCHEDULE
MARK
SA-A009
MECHANICAL NOTES:
1. VELOCITY SHOWN IS +(FORWARD FLOW) OR -(REVERSE FLOW) AS DEFINED BY ASTM E477-13.
2. PRESSURE DROP, DYNAMIC INSERTION LOSS AND SELF GENERATED NOISE PER ASTM E477-13.
3. MAXIMUM PRESSURE DROP WITH SYSTEM EFFECTS = SILENCER PRESSURE DROP PER ASTM E477-13 + SYSTEM EFFECTS FOR NEARBY DUCT ELEMENTS.
4. TYPE - RECTANGULAR DISSAPATIVE.
SERVES
EF-A009
FUNCTION
SUPPLY AIR
CFM
13,000
FREE AREA
VELOCITY
(FPM)
1950
MAX PD
(IN WG)
0.22
W
(IN)
40
SIZE
H
(IN)
24
D
(IN)
36
BASIS OF DESIGN
VIBRO-ACOUSTICS RD-HV-F6-L20313
MECH
NOTES
1,2,3,4
63
3
125
4
250
7
500
13
1000
18
2000
14
4000
10
8000
6
MINIMUM DYNAMIC INSERTION LOSS, Db
OCTAVE BAND CENTER FREQUENCY, HZ
LOUVER SCHEDULE
MARK
(LV-X)
H-A009
SERVES
AHU-A009
TYPE
STEAM
CFM
13,000
STEAMCAPACITY
(LBS/HR)
91.2
HEATERQUANTITY
6
STAGES
2
kW
32
ELECTRICAL DATA
V
480
PH
3
BASIS OF DESIGN
DRISTEEM VAPORSTREAM 32-2
MECH
NOTES
--
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6
7
5
4
3
2
1
HA B C D E F G
8
9
10
REMOVE FLOOR DRAINS AND CAP.
2"2" W 2"2" W 2"2" W
2"2" W
4"4" W
4"4" W
2"2" W2"2" W
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LEGEND NOTES
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NC
Y R
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NORTHSCALE: 1/8" = 1'-0"
UNDERGROUND PLUMBING DEMOLITION PLAN - AREA A
GENERAL NOTES
A. MECHANICAL ITEMS INDICATED FULL TONE (DARK) AREITEMS TO BE SALVAGED FOR RE-USE OR DEMOLISHED.MECHANICAL ITEMS INDICATED HALF TONE (LIGHT) AREEXISTING ITEMS TO REMAIN. CONTRACTOR TO PROPERLYDISPOSE OF MATERIAL NOT RE-USED.
B. EXISTING MECHANICAL ITEMS HAVE BEEN INDICATEDFROM THE EXISTING PLANS AND VERIFIED TO THEEXTENT POSSIBLE. THE CONTRACTOR IS TO FIELDVERIFY ALL EXISTING CONDITIONS PRIOR TOCONSTRUCTION AND REPORT ANY DISCREPANCIES THATCHANGE THE SCOPE OF WORK TO THEARCHITECT/ENGINEER. (NOTE: ALL ITEMS MAY NOT BEINDICATED.)
C. DRAWINGS ARE OF SMALL SCALE, NOT ALL FITTINGSAND OFFSETS ARE INDICATED.
D. FACILITY IS TO REMAIN OPERATIONAL DURINGCONSTRUCTION. ROOM TEMPERATURES IN CRITICALROOMS MUST REMAIN AT ACCEPTABLE LEVELS AT ALLTIMES. ANY SHUT DOWN OF EQUIPMENT ORINTERRUPTION OF HVAC SERVICES TO NON-CRITICALROOMS MUST BE COORDINATED WITH OWNER.COORDINATE WITH OWNER WHICH ROOMS ARETEMPERATURE CRITICAL. CHILLED WATER AND HEATINGWATER PIPING TO BE REMOVED SHALL BE DONE WITHOUTSHUTTING DOWN AND DRAINING RESPECTIVE SYSTEMS.
6
7
5
4
3
2
1
H I J K L M
8
REMOVE FLOOR DRAINS AND CAP AT FLOOR
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LEGEND NOTES
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P0.1
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UR
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EF
ICIE
NC
Y R
EN
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AT
ION
NORTHSCALE: 1/8" = 1'-0"
UNDERGROUND PLUMBING DEMOLITION PLAN - AREA B
GENERAL NOTES
A. MECHANICAL ITEMS INDICATED FULL TONE (DARK) AREITEMS TO BE SALVAGED FOR RE-USE OR DEMOLISHED.MECHANICAL ITEMS INDICATED HALF TONE (LIGHT) AREEXISTING ITEMS TO REMAIN. CONTRACTOR TO PROPERLYDISPOSE OF MATERIAL NOT RE-USED.
B. EXISTING MECHANICAL ITEMS HAVE BEEN INDICATEDFROM THE EXISTING PLANS AND VERIFIED TO THEEXTENT POSSIBLE. THE CONTRACTOR IS TO FIELDVERIFY ALL EXISTING CONDITIONS PRIOR TOCONSTRUCTION AND REPORT ANY DISCREPANCIES THATCHANGE THE SCOPE OF WORK TO THEARCHITECT/ENGINEER. (NOTE: ALL ITEMS MAY NOT BEINDICATED.)
C. DRAWINGS ARE OF SMALL SCALE, NOT ALL FITTINGSAND OFFSETS ARE INDICATED.
D. FACILITY IS TO REMAIN OPERATIONAL DURINGCONSTRUCTION. ROOM TEMPERATURES IN CRITICALROOMS MUST REMAIN AT ACCEPTABLE LEVELS AT ALLTIMES. ANY SHUT DOWN OF EQUIPMENT ORINTERRUPTION OF HVAC SERVICES TO NON-CRITICALROOMS MUST BE COORDINATED WITH OWNER.COORDINATE WITH OWNER WHICH ROOMS ARETEMPERATURE CRITICAL. CHILLED WATER AND HEATINGWATER PIPING TO BE REMOVED SHALL BE DONE WITHOUTSHUTTING DOWN AND DRAINING RESPECTIVE SYSTEMS.
6
7
5
4
3
2
1
HA B C D E F G
8
9
10
REMOVE FLOOR DRAINS AND CAP.
EXISTINGH-1
EXISTINGAHU-2
EXISTINGCRAC
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LEGEND NOTES
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A A
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A
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NC
Y R
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NORTHSCALE: 1/8" = 1'-0"
PLUMBING DEMOLITION PLAN, LOWER LEVEL - AREA A
GENERAL NOTES
A. MECHANICAL ITEMS INDICATED FULL TONE (DARK) AREITEMS TO BE SALVAGED FOR RE-USE OR DEMOLISHED.MECHANICAL ITEMS INDICATED HALF TONE (LIGHT) AREEXISTING ITEMS TO REMAIN. CONTRACTOR TO PROPERLYDISPOSE OF MATERIAL NOT RE-USED.
B. EXISTING MECHANICAL ITEMS HAVE BEEN INDICATEDFROM THE EXISTING PLANS AND VERIFIED TO THEEXTENT POSSIBLE. THE CONTRACTOR IS TO FIELDVERIFY ALL EXISTING CONDITIONS PRIOR TOCONSTRUCTION AND REPORT ANY DISCREPANCIES THATCHANGE THE SCOPE OF WORK TO THEARCHITECT/ENGINEER. (NOTE: ALL ITEMS MAY NOT BEINDICATED.)
C. DRAWINGS ARE OF SMALL SCALE, NOT ALL FITTINGSAND OFFSETS ARE INDICATED.
D. FACILITY IS TO REMAIN OPERATIONAL DURINGCONSTRUCTION. ROOM TEMPERATURES IN CRITICALROOMS MUST REMAIN AT ACCEPTABLE LEVELS AT ALLTIMES. ANY SHUT DOWN OF EQUIPMENT ORINTERRUPTION OF HVAC SERVICES TO NON-CRITICALROOMS MUST BE COORDINATED WITH OWNER.COORDINATE WITH OWNER WHICH ROOMS ARETEMPERATURE CRITICAL. CHILLED WATER AND HEATINGWATER PIPING TO BE REMOVED SHALL BE DONE WITHOUTSHUTTING DOWN AND DRAINING RESPECTIVE SYSTEMS.
6
7
5
4
3
2
1
H I J K L M
8
REMOVE FLOOR DRAINS AND CAP AT FLOOR
REMOVE VENT PIPING AND WASTE PIPE AND CAP AT FLOOR
REMOVE ALL PLUMBING FIXTURES INEXISTING BATHROOM. REMOVE VENTPIPING AND CAP WASTE LINES AT FLOOR
1"1" CW
1"1" CW 1"1" CW
EXISTINGWH-1
REMOVE WASTELINE SERVING FDON LEVEL ONE
REMOVE CW TOTHIS LOCATION.CAP AND VALVE.
REMOVE CW TOTHIS LOCATION.CAP AND VALVE.
REMOVE DOMESTICWATER LINES SERVINGEXISTING RESTROOMS
EXISTING WATERHEATER TO REMAIN
REMOVE ALL DOMESTIC WATERPIPING ABOVE CEILING. REMOVEEXISTING WATER HEATER.
COORDINATE EXISTING DOMESTIC WATER,WASTE AND VENT PIPE ABOVE RESTROOMSWITH NEW ELECTRICAL DUCT BACK. RE-ROUTEPIPING WHEN NECESSARY.
Arc
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PLA
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ST
RU
CT
UR
AL D
EF
ICIE
NC
Y R
EN
OV
AT
ION
NORTHSCALE: 1/8" = 1'-0"
PLUMBING DEMOLITION PLAN, LOWER LEVEL - AREA B
GENERAL NOTES
A. MECHANICAL ITEMS INDICATED FULL TONE (DARK) AREITEMS TO BE SALVAGED FOR RE-USE OR DEMOLISHED.MECHANICAL ITEMS INDICATED HALF TONE (LIGHT) AREEXISTING ITEMS TO REMAIN. CONTRACTOR TO PROPERLYDISPOSE OF MATERIAL NOT RE-USED.
B. EXISTING MECHANICAL ITEMS HAVE BEEN INDICATEDFROM THE EXISTING PLANS AND VERIFIED TO THEEXTENT POSSIBLE. THE CONTRACTOR IS TO FIELDVERIFY ALL EXISTING CONDITIONS PRIOR TOCONSTRUCTION AND REPORT ANY DISCREPANCIES THATCHANGE THE SCOPE OF WORK TO THEARCHITECT/ENGINEER. (NOTE: ALL ITEMS MAY NOT BEINDICATED.)
C. DRAWINGS ARE OF SMALL SCALE, NOT ALL FITTINGSAND OFFSETS ARE INDICATED.
D. FACILITY IS TO REMAIN OPERATIONAL DURINGCONSTRUCTION. ROOM TEMPERATURES IN CRITICALROOMS MUST REMAIN AT ACCEPTABLE LEVELS AT ALLTIMES. ANY SHUT DOWN OF EQUIPMENT ORINTERRUPTION OF HVAC SERVICES TO NON-CRITICALROOMS MUST BE COORDINATED WITH OWNER.COORDINATE WITH OWNER WHICH ROOMS ARETEMPERATURE CRITICAL. CHILLED WATER AND HEATINGWATER PIPING TO BE REMOVED SHALL BE DONE WITHOUTSHUTTING DOWN AND DRAINING RESPECTIVE SYSTEMS.
6
7
5
4
3
2
1
HA B C D E F G
8
9
10
RECORDSSTORAGE
007
122 SF
CART STORAGE
004130 SF
CORRIDOR
001519 SF
MECHANICAL
009780 SF
RECEPTION
006262 SF
OFFICE
010
138 SF
CONFERENCE
012475 SF
FILES
008C59 SF
PRE-PRESS/DIGITALGRAPHICS
0161998 SF
OPEN OFFICE
008688 SF
SECUREDPRINT
0201878 SF
COLOR COPY
019684 SF
SECUREDSTORAGE
021251 SF
OFFICE
014117 SF
OFFICE
008A138 SF
SCHED.
017
67 SF
OFFICE
011
158 SF
2"2" W 2"2" W
4"4" W
4"4" W
2"2" W2"2" W
2"2" W
2"2" W
2"2" W
4"4" W
OFFICE
015117 SF
OFFICE
01894 SF
CART STORAGE
002110 SF
ELEC/DATA
00372 SF
S-3
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NORTHSCALE: 1/8" = 1'-0"
UNDERGROUND PLUMBING PLAN - AREA A
6
7
5
4
3
2
1
H I J K L M
8
RECORDSSTORAGE
007122 SF
CART STORAGE
004130 SF
CORRIDOR
001519 SF
HALL
023245 SF
BREAK ROOM
027
448 SF
FUTURE UPS
028267 SF
ELECTRICAL
029586 SF
CORRIDOR
041459 SF
CORRIDOR
0221572 SF
RECEPTION
006
262 SF
CART STORAGE
002110 SF
ELEC/DATA
00372 SF
4"4" W
2"2" W
2"2" W
2"2" W4"4"
W4"4"
W4"4"
W
2"2" W
4"4" W
2"2" W
4"4" W4"4" W
4"4" W
2"2" W
2"2" W
2"2" W
FD-2
FD-2
WC-1
WC-1
S-1
L-1
L-1
L-1
L-1
L-1
L-1
WC-1
WC-1
WC-1
WC-1
WC-1
WC-1
WC-1
WC-1
WC-1
UR-1
UR-1
MS-1
WOMEN'S
024230 SF
MEN'S
025247 SF
FUTURE
0314467 SF
2"2" W
2"2" W
2"2" W
4"4" W
4"4" W
4"4" W
4"4" W
2"2" W
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LEGEND NOTES
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A B
P0.1
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T &
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CT
UR
AL D
EF
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NC
Y R
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ION
NORTHSCALE: 1/8" = 1'-0"
UNDERGROUND PLUMBING PLAN - AREA B
6
7
5
4
3
2
1
HA B C D E F G
8
9
10
RECORDSSTORAGE
007122 SF
CART STORAGE
004130 SF
CORRIDOR
001
519 SF
MECHANICAL
009780 SF
RECEPTION
006
262 SF
OFFICE
010138 SF
CONFERENCE
012475 SF
?
?
?
FILES
008C59 SF
PRE-PRESS/DIGITALGRAPHICS
016
1998 SF
OPEN OFFICE
008
688 SF
SECUREDPRINT
0201878 SF
COLOR COPY
019684 SF
SECUREDSTORAGE
021251 SF
OFFICE
014117 SF
OFFICE
008A
138 SF
SCHED.
01767 SF
OFFICE
011158 SF
OFFICE
015117 SF
OFFICE
01894 SF
CART STORAGE
002110 SF
ELEC/DATA
00372 SF
S-2
2"2" V
2"2" V
2"2" V
FD-1
3/4"3/4" 110-HW
3/4"3/4" CW
3/4"3/4" CW
1/2"
1/2"
CW
6"6" W2"2" V
1"1" W
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LEGEND NOTES
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NORTHSCALE: 1/8" = 1'-0"
PLUMBING PLAN LOWER LEVEL - AREA A
6
7
5
4
3
2
1
H I J K L M
8
RECORDSSTORAGE
007122 SF
CART STORAGE
004130 SF
CORRIDOR
001
519 SF
HALL
023245 SF
BREAK ROOM
027
448 SF
FUTURE UPS
028
267 SF
ELECTRICAL
029586 SF
CORRIDOR
041459 SF
CORRIDOR
0221572 SF
RECEPTION
006
262 SF
CART STORAGE
002
110 SF
ELEC/DATA
003
72 SF
2"2" W
2 1/
2"2
1/2"
V
2"2" V 3"3" V
2 1/2"2 1/2" V
2"2" V
2"2" V
WC-1
WC-1
WC-1
WC-1
WC-1
WC-1
WC-1
WC-1
WC-1
UR-1
UR-1
MS-1
L-1
L-1
L-1
L-1
L-1
L-1
S-12"2" V
2"2" V
8"8" S
D
4"W DN2" W UP
2" W UPTO FD
3"3" CW
3"3" CW
6"6" Fire Protection Wet
6"6" CW
WATER AND FIRESERVICE ENTERANCE
DUPLEX BOOSTER PUMP
EXISTINGWH-1
EXISTINGWH-1
ROUTE NEW VENTLINE TO EXISTINGVENT STACK
2"2"
CW
2"2" CW1 1/4"1 1/4" CW
2"2" CW
2"2" CW
1 1/2"1 1/2" CW
1 1/4"1 1/4" CW
3/4"3/4" 110-HW
1"1" CW
2"2" V
1"1" 110-HW3/4"3/4" CW
3/4"3/4" 110-HW
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20
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BU
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ST
RU
CT
UR
AL D
EF
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NC
Y R
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ION
NORTHSCALE: 1/8" = 1'-0"
PLUMBING PLAN, LOWER LEVEL - AREA B
6
7
5
4
3
2
1
HA B C D E F G
8
9
10
REMOVE EXISTING SPRINKLER HEADS TO ACCOMMODATE NEW SPACE LAYOUT
9
9
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LEGEND NOTES ARE COMMON TO ALLSOME NOTES MAY NOT APPLY TO THIS SHEET
BA
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FIR
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AR
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FP
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A
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NC
Y R
EN
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AT
ION
NORTHSCALE: 1/8" = 1'-0"
FIRE PROTECTION DEMOLITION PLAN, LOWER LEVEL - AREA A
Keynote Legend
KeyValue Keynote Text
1 FIRE PROTECTION MAINS ROUTED OVER THISAREA TO BE MOVED TO ACCOMMODATE NEWELECTRICAL AND FUTURE UPS ROOMS.
2 EXISTING AHU TO BE REBALANCED TOADJUST FOR AIRFLOW DEDUCTED FROMUNIT.
3 HATCHED AREA INDICATES WORK ABOVECEILING TO BE DONE AS PART OF BIDPACKAGE #2. WORK ASSOCIATED WITH BIDPACKAGE #2 SHALL BE COMPLETED PRIORTO CEILING GRID INSTALLATION.
4 NEW 6" CWS/CWR PIPING TO BE INSTALLEDAS PART OF BID PACKAGE #2 TO BE ROUTEDAS HIGH AS POSSIBLE TIGHT TOSTRUCTURE. COORDINATE ALL WORK INTHIS AREA WITH BID PACKAGE #2MECHANICAL CONTRACTOR.
5 NEW ELECTRICAL CONDUITS TO BEINSTALLED AS PART OF BID PACKAGE #2 TOBE ENCLOSED IN CONCRETE DUCT BANKOVER EXISTING RESTROOMS ANDCORRIDOR. COORDINATE ALL WORK IN THEAREA WITH THE BID PACKAGE #2ELECTRICAL CONTRACTOR.
6 CAP AND VALVE FOR FUTURE COILCONNECTIONS.
7 PROVIDE WALL TYPE THERMOSTAT, MOUNTTO CEILING. PROVIDE ADDITIONAL CONTROLWIRE TO ACCOMMODATE RELOCATION OFTHERMOSTAT AS SPACES ARE FITTED OUT.
9 BUILDING IS TO REMAIN OPERATIONALDURING RENOVATION. COORDINATE WITHOTHER DISCIPLINES TO MINIMIZE THESPRINKLER SYSTEM DOWN TIME. IN THEEVENT OF AN EXTENDED SHUT DOWN OFTHE SPRINKLER SYSTEM, CONTRACTOR TONOTIFY LOCAL FIRE DEPARTMENT AND FIRECODE OFFICIAL AND PROVIDE FIRE WATCHPER NFPA STANDARDS .
10 HVAC DEMOLITION IN THIS AREA IS LIMITEDTO EXISTING AIRSIDE COMPONENTS ONLY.CAREFULLY REMOVE COMPONENTSWITHOUT DISRUPTING SERVICE TO WATERLINES ROUTED ABOVE THE CORRIDOR.
11 REMOVE AND REINSTALL EXHAUSTDUCTWORK AND GRILLES IF NECESSARY TOCOMPLETE ELECTRICAL WORK ABOVERESTROOMS AND CORRIDOR.
12 RELOCATE EXISTING HUMIDIFIER TO EASTWALL OF MECHANICAL ROOM. SEE SHEETM2.0A FOR NEW LOCATION.
13 SHUT OFF SUPPLY AND RETURN VALVES TOBRANCH AND DRAIN DOWN TO ALLOW FORREMOVAL OF HOT WATER PIPING TOTERMINAL BOXES.
14 ENSURE HYDRONIC PIPING IS REMOVEDBACK TO THE CORRIDOR. NO EXISTING ORNEW WATER PIPING IS TO BE ROUTED OVERNEW ELECTRICAL SPACES.
15 PROVIDE LOW LEAKAGE OPPOSED BLADEVOLUME DAMPER.
6
7
5
4
3
2
1
H I J K L M
8
REMOVE FIRE SPRINKLER HEADS AND PIPING AS NECESSARYTO ACCOMMODATE NEW SPACE LAYOUT. CROSSHATCHEDAREA INDICATES THE EXTENTS OF RENOVATED AREA
9
9
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teriors
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DL
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p inc., a
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bra
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n, A
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RIG
HT
S R
ES
ER
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D
KEY PLAN
LEGEND NOTES ARE COMMON TO ALLSOME NOTES MAY NOT APPLY TO THIS SHEET
BA
NORTH
Rev
isio
ns
5/8
/2017 3
:39:5
1 P
M
C:\R
evit\1
0-1
6206-0
0_M
P_2016_C
entr
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mm
art
z.r
vt
10-1
6206-0
0
5/0
8/1
7
ST
AT
E O
F N
EB
RA
SK
A 5
01 B
UIL
DIN
G R
EN
OV
AT
ION
FIR
E P
RO
TE
CT
ION
DE
MO
LIT
ION
, LO
WE
R L
EV
EL -
AR
EA
BD
FP
-1.0
B
20
17
PR
INT
SH
OP
BU
ILD
OU
T &
ST
RU
CT
UR
AL D
EF
ICIE
NC
Y R
EN
OV
AT
ION
NORTHSCALE: 1/8" = 1'-0"
FIRE PROTECTION DEMOLITION PLAN, LOWER LEVEL - AREA B
Keynote Legend
KeyValue Keynote Text
1 FIRE PROTECTION MAINS ROUTED OVER THISAREA TO BE MOVED TO ACCOMMODATE NEWELECTRICAL AND FUTURE UPS ROOMS.
2 EXISTING AHU TO BE REBALANCED TOADJUST FOR AIRFLOW DEDUCTED FROMUNIT.
3 HATCHED AREA INDICATES WORK ABOVECEILING TO BE DONE AS PART OF BIDPACKAGE #2. WORK ASSOCIATED WITH BIDPACKAGE #2 SHALL BE COMPLETED PRIORTO CEILING GRID INSTALLATION.
4 NEW 6" CWS/CWR PIPING TO BE INSTALLEDAS PART OF BID PACKAGE #2 TO BE ROUTEDAS HIGH AS POSSIBLE TIGHT TOSTRUCTURE. COORDINATE ALL WORK INTHIS AREA WITH BID PACKAGE #2MECHANICAL CONTRACTOR.
5 NEW ELECTRICAL CONDUITS TO BEINSTALLED AS PART OF BID PACKAGE #2 TOBE ENCLOSED IN CONCRETE DUCT BANKOVER EXISTING RESTROOMS ANDCORRIDOR. COORDINATE ALL WORK IN THEAREA WITH THE BID PACKAGE #2ELECTRICAL CONTRACTOR.
6 CAP AND VALVE FOR FUTURE COILCONNECTIONS.
7 PROVIDE WALL TYPE THERMOSTAT, MOUNTTO CEILING. PROVIDE ADDITIONAL CONTROLWIRE TO ACCOMMODATE RELOCATION OFTHERMOSTAT AS SPACES ARE FITTED OUT.
9 BUILDING IS TO REMAIN OPERATIONALDURING RENOVATION. COORDINATE WITHOTHER DISCIPLINES TO MINIMIZE THESPRINKLER SYSTEM DOWN TIME. IN THEEVENT OF AN EXTENDED SHUT DOWN OFTHE SPRINKLER SYSTEM, CONTRACTOR TONOTIFY LOCAL FIRE DEPARTMENT AND FIRECODE OFFICIAL AND PROVIDE FIRE WATCHPER NFPA STANDARDS .
10 HVAC DEMOLITION IN THIS AREA IS LIMITEDTO EXISTING AIRSIDE COMPONENTS ONLY.CAREFULLY REMOVE COMPONENTSWITHOUT DISRUPTING SERVICE TO WATERLINES ROUTED ABOVE THE CORRIDOR.
11 REMOVE AND REINSTALL EXHAUSTDUCTWORK AND GRILLES IF NECESSARY TOCOMPLETE ELECTRICAL WORK ABOVERESTROOMS AND CORRIDOR.
12 RELOCATE EXISTING HUMIDIFIER TO EASTWALL OF MECHANICAL ROOM. SEE SHEETM2.0A FOR NEW LOCATION.
13 SHUT OFF SUPPLY AND RETURN VALVES TOBRANCH AND DRAIN DOWN TO ALLOW FORREMOVAL OF HOT WATER PIPING TOTERMINAL BOXES.
14 ENSURE HYDRONIC PIPING IS REMOVEDBACK TO THE CORRIDOR. NO EXISTING ORNEW WATER PIPING IS TO BE ROUTED OVERNEW ELECTRICAL SPACES.
15 PROVIDE LOW LEAKAGE OPPOSED BLADEVOLUME DAMPER.
6
7
5
4
3
2
1
HA B C D E F G
8
9
10
RECORDSSTORAGE
007122 SF
CART STORAGE
004130 SF
MECHANICAL
009780 SF
RECEPTION
006262 SF
OFFICE
010138 SF
CONFERENCE
012475 SF
FILES
008C59 SF
PRE-PRESS/DIGITALGRAPHICS
0161998 SF
OPEN OFFICE
008688 SF
CORRIDOR
001519 SF
SECUREDPRINT
0201878 SF
COLOR COPY
019684 SF
SECUREDSTORAGE
021251 SF
OFFICE
014117 SF
OFFICE
008A138 SF
SCHED.
01767 SF
OFFICE
011158 SF
CART STORAGE
022A88 SF
WOMEN'S
024230 SF
MEN'S
025
247 SF
JAN
026
20 SF
OFFICE
01894 SF
OFFICE
015117 SF
CART STORAGE
002110 SF
ELEC/DATA
00372 SF
9
9
9
Arc
hite
ctu
re E
ngin
eering
P
lan
nin
g In
teriors
©
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DL
R G
rou
p inc., a
Ne
bra
ska
co
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ratio
n, A
LL
RIG
HT
S R
ES
ER
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D
KEY PLAN
LEGEND NOTES ARE COMMON TO ALLSOME NOTES MAY NOT APPLY TO THIS SHEET
BA
NORTH
Rev
isio
ns
5/8
/2017 3
:40:0
0 P
M
C:\R
evit\1
0-1
6206-0
0_M
P_2016_C
entr
al_
mm
art
z.r
vt
10-1
6206-0
0
5/0
8/1
7
ST
AT
E O
F N
EB
RA
SK
A 5
01 B
UIL
DIN
G R
EN
OV
AT
ION
FIR
E P
RO
TE
CT
ION
, LO
WE
R L
EV
EL -
AR
EA
AF
P-1
.0A
20
17
PR
INT
SH
OP
BU
ILD
OU
T &
ST
RU
CT
UR
AL D
EF
ICIE
NC
Y R
EN
OV
AT
ION
NORTHSCALE: 1/8" = 1'-0"
FIRE PROTECTION PLAN, LOWER LEVEL - AREA A
ADJUST FIRE SPRINKLER PIPING AND HEAD LOCATIONS TO ACCOMMODATE NEW ROOM AND EQUIPMENTLAYOUT. COORDINATE WITH OTHER DISCIPLINES TO AVOID DUCT, PIPING, AND CONDUIT CONFLICTS.
Keynote Legend
KeyValue Keynote Text
1 FIRE PROTECTION MAINS ROUTED OVER THISAREA TO BE MOVED TO ACCOMMODATE NEWELECTRICAL AND FUTURE UPS ROOMS.
2 EXISTING AHU TO BE REBALANCED TOADJUST FOR AIRFLOW DEDUCTED FROMUNIT.
3 HATCHED AREA INDICATES WORK ABOVECEILING TO BE DONE AS PART OF BIDPACKAGE #2. WORK ASSOCIATED WITH BIDPACKAGE #2 SHALL BE COMPLETED PRIORTO CEILING GRID INSTALLATION.
4 NEW 6" CWS/CWR PIPING TO BE INSTALLEDAS PART OF BID PACKAGE #2 TO BE ROUTEDAS HIGH AS POSSIBLE TIGHT TOSTRUCTURE. COORDINATE ALL WORK INTHIS AREA WITH BID PACKAGE #2MECHANICAL CONTRACTOR.
5 NEW ELECTRICAL CONDUITS TO BEINSTALLED AS PART OF BID PACKAGE #2 TOBE ENCLOSED IN CONCRETE DUCT BANKOVER EXISTING RESTROOMS ANDCORRIDOR. COORDINATE ALL WORK IN THEAREA WITH THE BID PACKAGE #2ELECTRICAL CONTRACTOR.
6 CAP AND VALVE FOR FUTURE COILCONNECTIONS.
7 PROVIDE WALL TYPE THERMOSTAT, MOUNTTO CEILING. PROVIDE ADDITIONAL CONTROLWIRE TO ACCOMMODATE RELOCATION OFTHERMOSTAT AS SPACES ARE FITTED OUT.
9 BUILDING IS TO REMAIN OPERATIONALDURING RENOVATION. COORDINATE WITHOTHER DISCIPLINES TO MINIMIZE THESPRINKLER SYSTEM DOWN TIME. IN THEEVENT OF AN EXTENDED SHUT DOWN OFTHE SPRINKLER SYSTEM, CONTRACTOR TONOTIFY LOCAL FIRE DEPARTMENT AND FIRECODE OFFICIAL AND PROVIDE FIRE WATCHPER NFPA STANDARDS .
10 HVAC DEMOLITION IN THIS AREA IS LIMITEDTO EXISTING AIRSIDE COMPONENTS ONLY.CAREFULLY REMOVE COMPONENTSWITHOUT DISRUPTING SERVICE TO WATERLINES ROUTED ABOVE THE CORRIDOR.
11 REMOVE AND REINSTALL EXHAUSTDUCTWORK AND GRILLES IF NECESSARY TOCOMPLETE ELECTRICAL WORK ABOVERESTROOMS AND CORRIDOR.
12 RELOCATE EXISTING HUMIDIFIER TO EASTWALL OF MECHANICAL ROOM. SEE SHEETM2.0A FOR NEW LOCATION.
13 SHUT OFF SUPPLY AND RETURN VALVES TOBRANCH AND DRAIN DOWN TO ALLOW FORREMOVAL OF HOT WATER PIPING TOTERMINAL BOXES.
14 ENSURE HYDRONIC PIPING IS REMOVEDBACK TO THE CORRIDOR. NO EXISTING ORNEW WATER PIPING IS TO BE ROUTED OVERNEW ELECTRICAL SPACES.
15 PROVIDE LOW LEAKAGE OPPOSED BLADEVOLUME DAMPER.
6
7
5
4
3
2
1
H I J K L M
8
ADJUST FIRE SPRINKLER PIPING AND HEAD LOCATIONS TO ACCOMMODATE NEW ROOM AND EQUIPMENTLAYOUT. COORDINAT WITH OTHER DISCIPLINES TO AVOID DUCT, PIPING, AND CONDUIT CONFLICTS.
RECORDSSTORAGE
007122 SF
CART STORAGE
004
130 SF
RECEPTION
006262 SF
CORRIDOR
001519 SF
CORRIDOR
0221572 SF
CORRIDOR
0221572 SF
CART STORAGE
022A88 SF
HALL
023245 SF
WOMEN'S
024230 SF
MEN'S
025247 SF
JAN
026
20 SF
BREAK ROOM
027448 SF
FUTURE UPS
028267 SF
ELECTRICAL
029586 SF
CORRIDOR
041459 SF
CORRIDOR
022
1572 SF
FUTURE
0314467 SF
1
CART STORAGE
002110 SF
9
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LEGEND NOTES ARE COMMON TO ALLSOME NOTES MAY NOT APPLY TO THIS SHEET
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FIRE PROTECTION PLAN, LOWER LEVEL - AREA B
Keynote Legend
KeyValue Keynote Text
1 FIRE PROTECTION MAINS ROUTED OVER THISAREA TO BE MOVED TO ACCOMMODATE NEWELECTRICAL AND FUTURE UPS ROOMS.
2 EXISTING AHU TO BE REBALANCED TOADJUST FOR AIRFLOW DEDUCTED FROMUNIT.
3 HATCHED AREA INDICATES WORK ABOVECEILING TO BE DONE AS PART OF BIDPACKAGE #2. WORK ASSOCIATED WITH BIDPACKAGE #2 SHALL BE COMPLETED PRIORTO CEILING GRID INSTALLATION.
4 NEW 6" CWS/CWR PIPING TO BE INSTALLEDAS PART OF BID PACKAGE #2 TO BE ROUTEDAS HIGH AS POSSIBLE TIGHT TOSTRUCTURE. COORDINATE ALL WORK INTHIS AREA WITH BID PACKAGE #2MECHANICAL CONTRACTOR.
5 NEW ELECTRICAL CONDUITS TO BEINSTALLED AS PART OF BID PACKAGE #2 TOBE ENCLOSED IN CONCRETE DUCT BANKOVER EXISTING RESTROOMS ANDCORRIDOR. COORDINATE ALL WORK IN THEAREA WITH THE BID PACKAGE #2ELECTRICAL CONTRACTOR.
6 CAP AND VALVE FOR FUTURE COILCONNECTIONS.
7 PROVIDE WALL TYPE THERMOSTAT, MOUNTTO CEILING. PROVIDE ADDITIONAL CONTROLWIRE TO ACCOMMODATE RELOCATION OFTHERMOSTAT AS SPACES ARE FITTED OUT.
9 BUILDING IS TO REMAIN OPERATIONALDURING RENOVATION. COORDINATE WITHOTHER DISCIPLINES TO MINIMIZE THESPRINKLER SYSTEM DOWN TIME. IN THEEVENT OF AN EXTENDED SHUT DOWN OFTHE SPRINKLER SYSTEM, CONTRACTOR TONOTIFY LOCAL FIRE DEPARTMENT AND FIRECODE OFFICIAL AND PROVIDE FIRE WATCHPER NFPA STANDARDS .
10 HVAC DEMOLITION IN THIS AREA IS LIMITEDTO EXISTING AIRSIDE COMPONENTS ONLY.CAREFULLY REMOVE COMPONENTSWITHOUT DISRUPTING SERVICE TO WATERLINES ROUTED ABOVE THE CORRIDOR.
11 REMOVE AND REINSTALL EXHAUSTDUCTWORK AND GRILLES IF NECESSARY TOCOMPLETE ELECTRICAL WORK ABOVERESTROOMS AND CORRIDOR.
12 RELOCATE EXISTING HUMIDIFIER TO EASTWALL OF MECHANICAL ROOM. SEE SHEETM2.0A FOR NEW LOCATION.
13 SHUT OFF SUPPLY AND RETURN VALVES TOBRANCH AND DRAIN DOWN TO ALLOW FORREMOVAL OF HOT WATER PIPING TOTERMINAL BOXES.
14 ENSURE HYDRONIC PIPING IS REMOVEDBACK TO THE CORRIDOR. NO EXISTING ORNEW WATER PIPING IS TO BE ROUTED OVERNEW ELECTRICAL SPACES.
15 PROVIDE LOW LEAKAGE OPPOSED BLADEVOLUME DAMPER.
ML
GB
DP
FAA
D
SF
RT
P
I
F
##
F
F
##
WP
F
F
FS
TS
###
PTZ
LW
DID
S
S
S
S
S
S
S
S
S
S
3
4
K
P
D
LV
MC
EP
OS
LC
OS
RD
SL
M
DL
IC
SSP
ACC
DCP
(#,#,#)C
CBA
CR
T
R
MD
ID
K
ELECTRICAL SYMBOLSSOME SYMBOLS SHOWN MAY NOT APPLY TO THIS PROJECT
FACP
LIGHTING FIXTURE
STRIP LIGHTING FIXTURE
CEILING LIGHTING FIXTURE (SURFACE, RECESSED OR PENDANT)
WALLWASH LIGHTING FIXTURE
WALL LIGHTING FIXTURE, BRACKET MOUNTED
WALL MOUNTED STRIP LIGHTING FIXTURE
TRACK HEAD FIXTURE, SURFACE, PENDANT, TRACK, OR CABLE
POLE MOUNTED AREA LIGHTING
BOLLARD LIGHTING FIXTURES
IN-GRADE LIGHTING FIXTURES
LIGHTING FIXTURE ON EMERGENCY SYSTEM
STRIP FIXTURE ON EMERGENCY SYSTEM
CEILING FIXTURE ON EMERGENCY SYSTEM
SELF CONTAINED EMERGENCY LIGHTING FIXTURE
EXIT LIGHT FIXTURE, SINGLE FACE, CEILING OR WALL MOUNTED, DIRECTIONALARROW AS INDICATED ON PLANS (SHADED AREA INDICATES FACES)
EXIT LIGHT FIXTURE, DOUBLE FACE, CEILING OR WALL MOUNTED, DIRECTIONALARROW AS INDICATED ON PLANS (SHADED AREA INDICATES FACES)
SWITCH, SINGLE POLE
SWITCH, 3-WAY
SWITCH, 4-WAY
SWITCH, KEY OPERATED
SWITCH, WITH PILOT LIGHT
SWITCH, WALL DIMMER CONTROL
SWITCH, WITH INTEGRATED OCCUPANCY SENSOR
SWITCH, LOW VOLTAGE, MULTI-BUTTON TYPE, SEE SPECIFICATION
SWITCH, LOW VOLTAGE, SINGLE-BUTTON TYPE ON/OFF, CONTROL ZONE ASINDICATED ON PLAN
SWITCH, MOMENTARY CONTACT
SWITCH, EXPLOSION PROOF
OCCUPANCY SENSOR
WALL MOUNT OCCUPANCY SENSOR
PHOTOSENSOR
LIGHTING CONTACTOR
THEATRICAL CONTROL STATION
EMERGENCY LIGHTING RELAY
LOW VOLTAGE LIGHTING RELAY PANEL
INTERCOM CALL STATION
INTERCOM SPEAKER, CEILING MOUNTED(WP:WEATHER PROOF)
INTERCOM SPEAKER, WALL MOUNTED
SPEAKER/HORN, WALL MOUNTED
SPEAKER/HORN, CEILING MOUNTED
VOLUME CONTROL, WALL MOUNTED
INTERCOM OFF TIMER SWITCH
SOUND REINFORCEMENT SPEAKER, CEILING MOUNTED
SOUND REINFORCEMENT SPEAKER, WALL MOUNTED
MICROPHONE OUTLET WITH DEVICE, WALL MOUNTED
MICROPHONE OUTLET WITH DEVICE, FLOOR MOUNTED
DIRECTOR'S HEADSET
CLOCK (ANALOG)
CLOCK (DIGIAL)
CLOCK - DIGITAL, DOUBLE FACED
COMM OUTLET WITH DEVICES, WALL MOUNTED(C: CEILING MOUNTED DEVICE)(#: INDICATES QUANTITY OF CABLES. VOICE, DATA, VIDEO)
COMM OUTLET WITH DEVICES, WALL MOUNTED, ABOVE COUNTER
WIRELESS ACCESS POINT TERMINATION(#: INDICATES QUANTITY OF CABLES. VOICE, DATA, VIDEO)
WALL PHONE(#: INDICATES QUANTITY OF CABLES. VOICE, DATA, VIDEO)
COMM OUTLET WITH DEVICES, FLOOR MOUNTED(#: INDICATES QUANTITY OF CABLES. VOICE, DATA, VIDEO)
COMPUTER VIDEO OUTLET(#: INDICATES QUANTITY OF CABLES. VOICE, DATA, VIDEO)
TEACHER WORKSTATION(#: INDICATES QUANTITY OF CABLES. VOICE, DATA, VIDEO)
TELEVISION OUTLET, WALL MOUNTED(#: INDICATES QUANTITY OF CABLES. VOICE, DATA, VIDEO)
TELEVISION OUTLET, CEILING MOUNTED(#: INDICATES QUANTITY OF CABLES. VOICE, DATA, VIDEO)
BUZZER
CHIME
CELLULAR ANTENNA SYSTEM - ANTENNA
CABLE TRAY (WIDTH AS INDICATED)
SLEEVE WITH BUSHINGS
CONDUIT UP
CONDUIT DOWN
ALARM PUSH BUTTON
DOOR CONTROL PANEL
ACCESS CONTROL COMPUTER
SECURITY SYSTEMS PANEL
VEHICLE LOOP DETECTOR
SOUND DETECTOR ALARM
GLASS BREAK
DOOR FRAME CONDUIT ROUGH-IN
P
LIGHTING
S
S
F
T
POWER
M
CIRCUIT HOME RUN
CONDUIT TURNING UP
CONDUIT TURNING DOWN
CONDUIT STUB-UP
CONDUIT SLEEVE
CONDUIT CONCEALED IN CEILING OR WALLS
CONDUIT CONCEALED IN FLOOR OR UNDERGROUND
TRANSFORMER
BRANCH CIRCUIT PANEL BOARD
DISTRIBUTION PANEL BOARD
EQUIPMENT CABINET, AS NOTED
SWITCHBOARD
CURRENT TRANSFORMER ENCLOSURE
METER
GENERATOR
AUTOMATIC TRANSFER SWITCH
SYSTEM GROUND ELECTRODE
THERMOSTAT
MUSHROOM SWITCH
ELECTRICAL MANHOLE
ELECTRICAL HAND HOLE
MECHANICAL EQUIPMENT CONNECTION, SEE SCHEDULES
SWITCH W/ FUSE
TIMER SWITCH
MOTOR RATED TOGGLE SWITCH
THERMOSTAT (MECH)
HUMIDISTAT (MECH)
SENSOR (MECH)
SWITCH, PUSHBUTTON, SINGLE
SWITCH, PUSHBUTTON, DOUBLE
SWITCH, PUSHBUTTON, TRIPLE
SINGLE RECEPTACLE
DUPLEX RECEPTACLE
DUPLEX RECEPTACLE, ABOVE COUNTER, SEE DETAIL
DUPLEX RECEPTACLE, GFCI
DUPLEX RECEPTACLE, GFCI, ABOVE COUNTER, SEE DETAIL
DUPLEX RECEPTACLE ON ROOF, GFCI, WP COVER
DUPLEX RECEPTACLE, USB
FOURPLEX RECEPTACLE
FOURPLEX RECEPTACLE, USB
DUPLEX RECEPTACLE, CEILING MOUNTED
DUPLEX RECEPTACLE, HORIZONTALLY MOUNTED
DUPLEX RECEPTACLE, HORIZONTALLY MOUNTED, USB
DUPLEX RECEPTACLE, EMERGENCY
FOURPLEX RECEPTACLE, EMERGENCY
DUPLEX RECEPTACLE, LOWER SWITCH
DUPLEX RECEPTACLE, SWITCHED
RANGE RECEPTACLE, MOUNT 8 INCHES AFF
SPECIAL RECEPTACLE, IN DEEP BOX
FLOOR BOX
FLOOR BOX WITH DUPLEX RECEPTACLE
FLOOR BOX WITH DUPLEX AND TELECOM OUTLETS
MULTI-OUTLET ASSEMBLY
DIVIDED SURFACE RACEWAY
FLUSH JUNCTION BOX, CEILING MOUNTED
FLUSH JUNCTION BOX, WALL MOUNTED
SURFACE JUNCTION BOX, CEILING MOUNTED
SURFACE JUNCTION BOX, WALL MOUNTED
FLUSH JUNCTION BOX FOR HAND DRYER
PULL BOX
EQUIPMENT ELECTRICAL CONNECTION
MECHANICAL EQUIPMENT ELECTRICAL CONNECTION
SM
T
XXX
XXX
XXX
CT
GEN
ATS
T
MH
HH
M
T
H
CO2
J
J
J
J
PB
COMMUNICATIONS SYSTEMS
IC
S
S
H
V
SR
M
M
D
D
DS
SR
DOOR INTRUSION SWITCH(D: TIME DELAY WHERE INDICATED)
MOTION DETECTOR(L: LONG RANGE)(W: WIDE RANGE)
INTRUSION RECEIVER
INTRUSION TRANSMITTER
KEYPAD(A: MASTER)(B: ZONE)(C: SUB-ZONE)
VIDEO INTERCOM CALL STATION
VIDEO INTERCOM MASTER STATION
VIDEO INTERCOM SUB-MASTER STATION
CARD ACCESS READER
CCTV CAMERA, WALL MOUNTED(PTZ: PAN/TILT/ZOOM WHERE INDICATED)
CCTV CAMERA, CEILING MOUNTED
ELECTRIC DOOR LOCK
MONITORED DOOR
ELECTRIC DOOR LOCK - SLIDER
ROLL - UP DOOR OUTLET
DOOR POSITION SWITCH
MOTOR OPERATED ELECTRIC DOOR LOCK
FACILITY INTERCOM
CALL BUTTON
CV
TV
TV
(#,#,#)
H
(#,#,#)
TW(#,#,#)
(#,#,#)
(#,#,#)
(#,#,#)AP
C
SAFETY
FIRE ALARM MANUAL PULL STATION
FIRE ALARM SPEAKER NOTIFICATION(WP: WEATHER PROOF)
FIRE ALARM SPEAKER WITH VISUAL WARNING(##:CANDELA RATING)
FIRE ALARM VISUAL WARNING(##: CANDELA RATING)
FIRE ALARM HORN(WP: WEATHER PROOF)
FIRE ALARM HORN WITH VISUAL WARNING(##: CANDELA RATING)
FIRE ALARM NOTIFICATION DEVICE - CEILING MOUNTED
FIRE ALARM BELL
FIRE ALARM SMOKE DETECTOR-IONIZATION
FIRE ALARM SMOKE DETECTOR-PHOTOELECTRIC
FIRE ALARM SMOKE DETECTOR, UNDERFLOOR
FIRE ALARM SMOKE DETECTOR, WALL MOUNTED
FIRE ALARM SMOKE DUCT DETECTOR-PHOTOELECTRIC(HVAC AIR DUCT TYPE WITH SAMPLING TUBE)
FIRE ALARM HEAT DETECTOR, RATE-OF-RISE & FIXEDTEMPERATURE, (135°)
FIRE ALARM HEAT DETECTOR, FIXED TEMPERATURE, (200°)
FIRE ALARM HEAT DETECTOR, RATE-OF-RISE & FIXEDTEMPERATURE (200°)
FIRE ALARM BEAM SMOKE DETECTOR(T: TRANSMITTER, R: RECEIVER)
VOICE EVACUATION SPEAKER, CEILING MOUNTED
VOICE EVACUATION HORN, WALL MOUNTED
VOICE EVACUATION HORN, CEILING MOUNTED
FIRE RISER TAMPER SWITCH CONNECTION
FIRE RISER WATER FLOW SWITCH CONNECTION
FIRE ALARM MAGNETIC DOOR RELEASE DEVICE
FIRE ALARM CONTROL PANEL
FIRE ALARM ANNUNCIATOR PANEL
REMOTE INDICATOR LAMP & TEST STATION
MONITOR MODULE
RELAY MODULE
POST INDICATOR VALVE CONNECTION
SUPPLEMENTAL NOTIFICATION APPLIANCE CIRCUITPOWER SUPPLY
SECURITY
ER
A
SZ#
XXX
PC
STS
L
M
R
PIV
D
F
WP
F
HF
HF
P
SNAC
##
WP
OS
T
XX
HD
###
VIC
VM
VS
R
U
##
F
C
(#,#,#)
MOUNTING HEIGHT SCHEDULE__________________________________________________________
CENTERLINE OF BOXDEVICE ABOVE FINISHED
FLOOR U.N.O.__________________________________________________________
1. SWITCH 42 INCHES
2. RECEPTACLE 18 INCHES3. DOOR PUSHBUTTON 42 INCHES4. DISCONNECT SWITCH 54 INCHES5. MOTOR STARTER 54 INCHES6. PANELBOARD 72 INCHES TO TOP
7. PULL STATION 42 INCHES8. FIRE HORN WITH VISUAL WARNING* 90 INCHES9. VISUAL WARNING LIGHT* 90 INCHES10. FIRE SPEAKER WITH VISUAL WARNING* 90 INCHES11. FIRE SPEAKER HORN (WALL MOUNT) 144 INCHES12. FIRE ALARM CONTROL PANEL 72 INCHES TO TOP13. FIRE ALARM ANNUNCIATOR PANEL 60 INCHES TO TOP14. DOOR HOLDER 74 INCHES
15. TV OUTLET 65 INCHES16. COMMUNICATIONS OUTLET 18 INCHES17. WALL PHONE 52 INCHES18. MICROPHONE OUTLET 18 INCHES19. VOLUME CONTROL 42 INCHES20. SPEAKERS (WALL MOUNT) 94 INCHES OR
12 INCHES BELOW CEILING21. CARD READER 42 INCHES22. DOOR SECURITY RELEASE PUSHBUTTON 42 INCHES23. SECURITY KEYPAD 52 INCHES26. AUDIO-VIDEO CONTROLLER 52 INCHES27. AUDIO-VIDEO OUTLET 18 INCHES28. CHIME 84 INCHES
* MOUNT AT HEIGHTS INDICATED OR 6 INCHES BELOW CEILING WHICHEVER IS LOWER.
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PD
P
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SA
A
A
C
S
GH
XFMR G
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GA
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- A
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A B
MCPD2
D18
D19
D19
D19 D19
D19
D6
DOCUTECD7
D20
MA
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42"42"42"42"42"
42"
42"
42" 42" 42" 42"
D21
D21
42"
D22 D23
D24
D24
D2
D25
D26
(TYPICAL ALL DEMOLITION SHEETS):
1. DEVICES SHOWN FULL TONE OR NOTED ELSEWHERE IN THEDOCUMENTS TO BE REMOVED OR DEMOLISHED SHALL BE REMOVED ASFOLLOWS: ALL WIRING BACK TO CONTROL DEVICE, PANELBOARD, ORNEAREST J-BOX TO REMAIN. ALL CONDUIT (ABOVE GRADE) BACK TOCONTROL DEVICE OR NEAREST J-BOX TO REMAIN. AT J-BOXES WHERECONDUIT HAS BEEN REMOVED, PROVIDE KNOCKOUT PLUGS. IF CONDUITORIGINATES AT A PANELBOARD, STUB-UP FROM PANELBOARD TO NEARESTCOUPLER OR J-BOX AND LABEL CIRCUIT BREAKER AS A SPARE, UNLESSNOTED OTHERWISE.
2. DEVICES AND LIGHT FIXTURES TO BE REMOVED SHALL BE TURNEDOVER TO THE OWNER (AT OWNER'S REQUEST). ALL DEVICES, LIGHTFIXTURES, CONDUIT AND CONDUCTORS NOT REQUESTED TO BE RETAINEDBY THE OWNER SHALL BE PROPERLY DISPOSED OF OFF THE SITE.
3. EXISTING CONDUIT MAY REMAIN IF ALL THE FOLLOWING ARE TRUE:A. IT CAN BE REUSED TO FEED DEVICES INSTALLED UNDER THIS
CONTRACT.B. DOES NOT INTERFERE WITH OTHER TRADES.C. MEETS PROJECT SPECIFICATIONS.D. WILL NOT BE EXPOSED IN A FINISHED AREA (UNO).
4. CONDUITS CONCEALED IN MASONRY WALLS OR UNDER CONCRETESLABS MAY BE CUT BACK, SEALED AND ABANDONED.
5. PROVIDE BLANK COVERPLATES ON ALL ABANDONED BOXES TOREMAIN IN EXISTING MASONRY OR STUD WALLS.
6. DEVICES SHOWN HALF TONE ARE EXISTING TO REMAIN.
7. MAINTAIN POWER TO END-OF-LINE OR DOWNSTREAM DEVICES THATARE TO REMAIN. PROVIDE RACEWAYS, BOXES, CONDUCTORS AND ALLOTHER NECESSARY MATERIALS AS REQUIRED TO RE-ESTABLISH DAMAGEDOR INTERRUPTED FEEDERS AND BRANCH CIRCUITS. INTERCEPT EXISTINGFEEDERS OR BRANCH CONDUCTORS AT NEAREST ACCESSIBLE SPACE ORDEVICE AND RECONNECT TO ORIGINAL FEEDER OR BRANCH CIRCUITSOURCE.
8. ITEMS INDICATED ON DEMOLITION PLANS ARE BASED ON AS-BUILTDRAWINGS AND FIELD OBSERVATIONS AND ARE INTENDED TO GIVE THEBIDDER A GENERAL REPRESENTATION OF EXISTING CONDITIONS.DEMOLISH ADDITIONAL ITEMS WHICH MUST BE REMOVED TO COMPLETETHE PROJECT EVEN IF NOT SHOWN ON DRAWINGS.
9. PROVIDE ELECTRICAL DEMOLITION ASSOCIATED WITH MECHANICALEQUIPMENT TO BE REMOVED. IN ADDITION TO DEVICES SHOWN, REFER TOMECHANICAL AND ARCHITECTURAL DEMOLITION SHEETS TO DETERMINEEQUIPMENT TO BE REMOVED.
10. UNLESS OTHERWISE NOTED, MAINTAIN FUNCTIONALITY OF ALLEXISTING LOW VOLTAGE SYSTEMS INCLUDING, BUT NOT LIMITED TO, FIREALARM, INTERCOM, TELECOM CABLING NETWORKS, AND SECURITY DURINGALL PHASES OF CONSTRUCTION. PROVIDE TEMPORARYINTERCONNECTIONS AS REQUIRED TO ACCOMMODATE CONSTRUCTIONSCHEDULE.
11. CUT BACK CONDUITS BELOW GRADE FOR ELECTRICAL DEVICES ATISLANDS OR STAND-ALONE WORKSTATIONS TO BE REMOVED. COORDINATEWITH OTHER TRADES TO PREPARE FOR FLOOR COVERING.
DEMO NOTE:
DUE TO THE CRITICAL NATURE OF THE 501 BUILDING OPERATIONS,CONTRACTOR TO DEMO AND DECONSTRUCT IN A MANNER SO AS TONOT AFFECT THE CONTINUITY OF OPERATIONS IN AREAS NOT APART OF RECONSTRUCTION. SEE SPECS FOR "PROCEDURES ANDGUIDELINES FOR WORKING IN AN ACTIVE DATA CENTER."
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SCALE: 1/8" = 1'-0"
ELECTRICAL DEMOLITION PLAN, LOWER LEVEL - AREA A
KEYED NOTES
KEY
VALUE KEY TEXT
D2 COORDINATE EXTENT OF DEMOLITION WITH NEW WORKSCOPE. SEE NEW WORK FLOOR PLANS FOR ADDITIONALINFORMATION.
D6 SALVAGE EXISTING PHOTOELECTRIC DETECTORS FORREINSTALLATION ON NEW CEILING. DEVICES TO BEREINSTALLED IN NEAREST LOCATION ACCORDING TONEW WORK DRAWINGS. TYPICAL UNO.
D7 REMOVE PANEL. REUSE EXISTING FEEDERS AND BRANCHCIRCUITS AS NECESSARY FOR RELOCATION OF PANEL INNEW WORK SCOPE.
D18 REROUTE ALL CONDUIT ON EXISTING WALL TO BEDEMOLISHED.
D19 SALVAGE 208V RECEPTACLES FOR REUSE ANDINSTALLATION TO SERVE EQUIPMENT IN NEW LOCATIONINDICATED ON E2.0A.
D20 RELOCATE EXISTING PENDANT RECEPTACLE ASINDICATED ON E2.0A. DEMO EXISTING CIRCUIT BACK TOPANEL.
D21 DEMO EQUIPMENT AND WIRING BACK TO SOURCE
D22 SALVAGE CELLULAR ANTENNA SYSTEM FORREINSTALLATION (TYPICAL).
D23 SALVAGE PA SYSTEM FOR REINSTALLATION (TYPICAL).
D24 DOOR BELL, CHIME, AND LIGHT TO BE SALVAGED FORREINSTALLATION.
D25 SALVAGE POWER POLE FOR REINSTALLATION.
D26 REMOVE CONNECTION TO HUMIDIFIER. SEE SHEET E2.0AFOR NEW LOCATION.
S
SSS
S
SS
S3
S3
S
S
S
SS
S
S
S
SbS
c
S S
S
S
SS
S
SS
SS
S
S
S
S
S
S3
SOS
S3
S
CR
CR
CR
D
D
D
CR
D
SS
CR
S
CR
CR
S
F
F
75
F
15
F
15
F
15
F
15
F
15
F
30
F
15
F
F
30
F
30
F
30
15
F
F
F
110
110
F
F
30
30
F
F
110
F
75
SN
AC
F
15
F
15
F
75
F
F
15
15
F
15
F
F
15
P
P PP
P
P
P
P PP
PPP
P
P
P
PP
P
P
P
PP
P
P
P
PP
P
P
P
P P
PP
P P
P
P
S
S
BB
D7
MA
TC
HLI
NE
- A
RE
A A
MA
TC
HLI
NE
- A
RE
A B
EXISTING 750kVA UPS
POWER POLE
D6
2000 GAL. UNDERGROUNDGENERATOR FUEL TANK
D13
FLEX DROP CORD
D25
D25
DEMO NOTE:
DUE TO THE CRITICAL NATURE OF THE 501 BUILDING OPERATIONS,CONTRACTOR TO DEMO AND DECONSTRUCT IN A MANNER SO AS TONOT AFFECT THE CONTINUITY OF OPERATIONS IN AREAS NOT APART OF RECONSTRUCTION. SEE SPECS FOR "PROCEDURES ANDGUIDELINES FOR WORKING IN AN ACTIVE DATA CENTER."
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SK
A 5
01 B
UIL
DIN
G R
EN
OV
AT
ION
ELE
CT
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ION
PLA
N, LO
WE
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EV
EL -
AR
EA
BD
E1.0
B
20
17
PR
INT
SH
OP
BU
ILD
OU
T &
ST
RU
CT
UR
AL D
EF
ICIE
NC
Y R
EN
OV
AT
ION
SCALE: 1/8" = 1'-0"
ELECTRICAL DEMOLITION PLAN, LOWER LEVEL - AREA B
KEYED NOTES
KEY
VALUE KEY TEXT
D6 SALVAGE EXISTING PHOTOELECTRIC DETECTORS FORREINSTALLATION ON NEW CEILING. DEVICES TO BEREINSTALLED IN NEAREST LOCATION ACCORDING TONEW WORK DRAWINGS. TYPICAL UNO.
D7 REMOVE PANEL. REUSE EXISTING FEEDERS AND BRANCHCIRCUITS AS NECESSARY FOR RELOCATION OF PANEL INNEW WORK SCOPE.
D13 DEMOLISH AND REPLACE EXISTING CONDUIT ANDCABLING THAT CONFLICTS WITH INSTALLATION OF NEWJOISTS. SEE FRAMING PLANS FOR LOCATIONS. EXACTSCOPE OF WORK IS NOT SHOWN, FIELD VERIFY DURINGPRE-BID CONFERENCE. IF CONDUIT OR CABLE SERVES ACRITICAL FUNCTION, CONTACT ENGINEER PRIOR TODEMO. SEE GENERAL DEMO NOTE THIS SHEET.
D25 SALVAGE POWER POLE FOR REINSTALLATION.
IC
CR
IC
CR
S S S S SS S
SS
SSSS
CR
K
CR
CR SSS S
F
15
F
F
15
15
F
15
F
F
110
F
F
110
F
110
75
F
F
75
F
F
F
15
75
F
30
F
P
P
P
PP
PPP
P P P
PP
PP
P PP P
P
P
F
F
CR
CR
CR
CR F
PP
CR
CRCR
CR
CR
P
F
S
IC
P
P
P
P
P P
P
P
P
P
P
CR
FACP
SS
S
S
P
P
S
CR
CR
J
ALTERNATE S1D1
MA
TC
HLI
NE
- A
RE
A A
MA
TC
HLI
NE
- A
RE
A B
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C:\R
evit\1
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E O
F N
EB
RA
SK
A 5
01 B
UIL
DIN
G R
EN
OV
AT
ION
ELE
CT
RIC
AL D
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PLA
N, F
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T F
LO
OR
DE
1.1
B
20
17
PR
INT
SH
OP
BU
ILD
OU
T &
ST
RU
CT
UR
AL D
EF
ICIE
NC
Y R
EN
OV
AT
ION
SCALE: 1/8" = 1'-0"
ELECTRICAL DEMOLITION PLAN, FIRST LEVEL
KEYED NOTES
KEY
VALUE KEY TEXT
D1 REMOVE ALL LIGHT FIXTURES AND CEILING MOUNTEDDEVICES TO FACILITATE STRUCTURAL NEW WORK INALTERNATE S1. DEVICES SHALL BE SALVAGED FORREINSTALLATION.
S
S
SS
SS
SSS
SS
S
S
Sa
S
S
S
S
OSOS
OS
OS
OS
SS
S3
SER
OS
S
SS
S3
S
OS
OS
OS
OS
OS
S
ER
OSOS
OS
OS
OS
OS
OS
OS
OS
OS
OSOS
ER
ER
ER
S3S4
OS
OS
S
OS
OS
OS
OS
S
ER
S3
OS ERER
ERER
ER
Sb
R3bGA2- 5a
R3bEM- 18a
R3bGA2- 5a
R3bGA2- 5a
R3bEM- 18a
R3bGA2- 5a
R3bGA2- 5b
R3bGA2- 5b
R2aEM- 18
R2aGA2- 1
R2aGA2- 1
R2aEM- 18
R2aBB1- 32
R3aGA2- 7
R3aGA2- 7
R3bGA2- 7
R3bEM- 18
R3bGA2- 7
R3bGA2- 7
R3bGA2- 7
R3bGA2- 7
R3bGA2- 7
R3bEM- 18
R3bGA2- 7
R3bGA2- 7
R3bGA2- 7
R3bEM- 18
R3bGA2- 7
R3bGA2- 7
R3bGA2- 5b
R3bGA2- 5
R3bGA2- 5
R3bEM- 18
R3aGA2- 7
R3aGA2- 7
R3aGA2- 7
R3aEM- 18
R2aGA2- 3
R2aGA2- 3
R2bEM- 18
R2bEM- 18
R2bGA2- 3
R2bGA2- 3
R2bEM- 18
R2bGA2- 3
R2bEM- 18
R2bGA2- 3
R2bEM- 18
R2bGA2- 3
R2bGA2- 1
R2bGA2- 3
R2bGA2- 3
R2bGA2- 3
R2bGA2- 3
R2bGA2- 3
R2aGA2- 3
R2aEM- 18
R2bEM- 18
R2bGA2- 9
R2bEM- 18
R2bGA2- 1
R2bGA2- 1
R2bGA2- 1
R2bGA2- 9
R2bGA2- 9
R2bGA2- 9
R2bEM- 18
R2bGA2- 1
R2aGA2- 7
R2bGA2- 1
R2bGA2- 1
R2bGA2- 1
R2bGA2- 1
R2bEM- 18
R2bGA2- 1
R2bEM- 18
R2bGA2- 1
R2bGA2- 1
R2bGA2- 1
R2bEM- 18
R2bGA2- 1
R2bGA2- 1
R2bGA2- 1
R2bGA2- 1
R2aGA2- 1
R2bGA2- 7
R2bEM- 18
R2bBB1- 32
R2bBB1- 32R2a
EM- 16
R2aBB1- 32
R2aBB1- 32
R2aEM- 16
R2aBB1- 32
P1aBB1- 32
P1aEM- 16
P1aBB1- 32
P1aBB1- 32
RECORDSSTORAGE
007
CART STORAGE
004
MECHANICAL
009
RECEPTION
006
OFFICE
010
CONFERENCE
012
PRE-PRESS/DIGITALGRAPHICS
016
OPEN OFFICE
008
CORRIDOR
001
SECUREDPRINT
020
COLOR COPY
019
SECUREDSTORAGE
021HALL
005R2aEM- 18X1
EM- 18
P1aP1aP1a P1a
R2bGA2- 9
R2bGA2- 9
R2bEM- 18
R2bGA2- 9
R2aGA2- 3
R2bGA2- 3
R2bGA2- 3
R2bGA2- 3
R2bGA2- 3
R2bGA2- 3
R2bGA2- 1
R2bGA2- 1
R2bGA2- 1
R2bGA2- 1
R2bGA2- 1
R2bGA2- 3
R2bGA2- 3
R2bGA2- 3
R2bGA2- 9
R2bGA2- 3
R2bGA2- 3
R2bGA2- 3
R2bGA2- 3
R2bGA2- 3
R2bGA2- 9
R2aGA2- 7
R2aGA2- 7
R2bGA2- 1
R2bGA2- 1
R2bGA2- 1
R2bGA2- 1
R2bGA2- 1
R2bGA2- 1
R2aGA2- 3
R2aGA2- 3
R2aGA2- 3
R2aGA2- 3
R2aGA2- 3
MA
TC
HLI
NE
- A
RE
A A
MA
TC
HLI
NE
- A
RE
A B
R2aEM- 18
R3aGA2- 7
R3aEM- 18
R2bGA2- 9
R3bEM- 18
R3bGA2- 5
R3bGA2- 5
R3bGA2- 5
R3bGA2- 5
R3bGA2- 5b
R3aGA2- 7
R3aEM- 18
R3aGA2- 7
R2bGA2- 1
R3bGA2- 7
R3bGA2- 7
R3bGA2- 7
R3bGA2- 7
OFFICE
014
OFFICE
011
X1EM- 18
W1
X1EM- 16
OFFICE
015
GA2 GA1
X1EM- 18
X1EM- 16
X1EM- 18
L1
L4
L5
FILES
008C
OFFICE
008A
HALL
008B
L6
L6
L5
MOUNT AT 9'-0" AFF
SCHED.
017
CART STORAGE
002
ELEC/DATA
003
R3bGA2- 7
R3bGA2- 7
R3bEM- 18
R3bGA2- 7
MOUNT AT 9'-0'' AFF. (TYP)
L13
X1EM- 18
X1EM- 18
X1EM- 18
MA
TC
HLI
NE
- A
RE
A A
MA
TC
HLI
NE
- A
RE
A B
CART STORAGE
022A
JAN
026
OFFICE
018
L5
LIGHTING NOTES(TYPICAL ALL LIGHTING SHEETS)
1. TYPICAL LIGHTING NOMENCLATURE:
FIXTURE TYPEPANEL-CIRCUIT #SWITCH OR ZONE
2. IF SWITCHING IS NOT DESIGNATED, THEN ALL FIXTURES IN THATROOM SHALL BE SWITCHED TOGETHER, UNLESS NOTED OTHERWISE.
3. IF CIRCUITING IS NOT INDICATED, THEN THE FIXTURE SHALL BECONNECTED TO THE CIRCUIT SHOWN SERVING THAT ROOM.
4. MOUNTING HEIGHT REFERS TO THE DISTANCE AFF TO BOTTOM OFFIXTURE, UNLESS INDICATED OTHERWISE.
5. NL INDICATES FIXTURE IS NOT SWITCHED AND SERVES AS A NIGHTLIGHT.
6. SEE SPECIFICATION SECTION 260533 (PART 3) FOR LIMITATIONS ONUSE OF FLEXIBLE CONDUIT, TO INCLUDE FIXTURE WHIPS. TANDEMWIRING FROM FIXTURE TO FIXTURE IS UNACCEPTABLE. ALL FIXTUREWHIPS SHALL ORIGINATE FROM A LOCAL, ACCESSIBLE, JUNCTION BOX.
7. COMMISSIONING OF WALL SWITCH AND CEILING MOUNTEDOCCUPANCY SENSORS FOR LIGHTING CONTROL: UTILIZEMANUFACTURER'S RECOMMENDATIONS AND OWNER INPUT TO ADJUSTAND SET BOTH TIME DELAYS AND LIGHT LEVEL SENSORS ACCORDINGTO AREA BEING SERVED. RECORD SETTINGS AND TURN OVER TOOWNER. DO NOT LEAVE SENSORS ON FACTORY DEFAULTS. PROVIDEFINAL WALK-THRU WITH OWNER UPON COMPLETION TO VERIFYACCURACY OF SETTINGS.
8. OCCUPANCY SENSORS: SENSORS ON PLANS ARE SCHEMATIC.SYSTEM TO BE DESIGNED BY APPROVED MANUFACTURER.ELECTRICAL CONTRACTOR TO COORDINATE ALL LOCATIONS,QUANTITIES, AND ROUGH-INS WITH REVIEWED SHOP DRAWINGS. SEESPECIFICATION SECTION 260923 FOR ADDITIONAL INFORMATION. SEEDETAIL FOR WIRING DIAGRAM. POWER PACKS ARE NOT SHOWN ONPLANS.
9. WHERE LUMINAIRES ARE SHOWN TO BE CONNECTED TO ANEXISTING CIRCUIT, COORDINATE WITH FIELD CONDITIONS ANYNECESSARY CONDUIT MODIFICATIONS. DO NOT ASSUME ALL EXISTINGCONDUIT MAY BE REUSED AND NEW CONDUIT IS NOT REQUIRED.
10. EXPOSED STRUCTURE: IN SPACES WITHOUT A CEILING (EXPOSEDSTRUCTURE), SUSPEND LIGHT FIXTURES FROM UNISTRUT AT TOP CORDOF JOISTS UNLESS NOTED OTHERWISE.
GENERAL NOTE:
PHASE 2 WORK IS COMPOSED OF NEW ELECTRICALSERVICE, GENSETS, AND CHILLED WATER PIPING FOR THEDATA CENTER AND BUILDING.
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E O
F N
EB
RA
SK
A 5
01 B
UIL
DIN
G R
EN
OV
AT
ION
LIG
HT
ING
PLA
N, LO
WE
R L
EV
EL -
AR
EA
AE
1.0
A
20
17
PR
INT
SH
OP
BU
ILD
OU
T &
ST
RU
CT
UR
AL D
EF
ICIE
NC
Y R
EN
OV
AT
ION
NORTHSCALE: 1/8" = 1'-0"
LIGHTING PLAN, LOWER LEVEL - AREA A
KEYED NOTES
KEY
VALUE KEY TEXT
L1 LIGHT FIXTURE TO BE CONNECTED TO CIRCUIT SERVINGTHIS ROOM. (TYPICAL).
L4 ALL FIXTURES THIS ROOM TO BE SWITCHED TOGETHER.
L5 SWITCH CONTROLS ALL FIXTURES IN ROOM 005, 016 AND017.
L6 3-WAY SWITCH CONTROLS ALL FIXTURES IN ROOM 006,008, 008A, 008B, AND 008C.
L13 HOMERUN TO SPARE 20A/1P BREAKER IN PANEL EM.
RE
F.
S
SSS
S
SS
S3
S3
S
S
S
S
S
S3
SOS
S3
S3 S3
S
S
S
S3
S3
OS
OS
OS
OS
ER
ER
ER
ER
ER ER
ER
S3
S
S
OSOSOS
OS
OS
OS
OS
OS
OS
OS
S3
S
R3aBB1- 32
R3aEM- 16
R3aBB1- 32
R3aBB1- 32
R3aBB1- 32
R3aEM- 16
R2aEM- 16
R2aBB1- 32
R2aBB1- 32
R2aEM- 16
R2aEM- 16
R2aBB1- 32
R2aBB1- 32
R2aEM- 16
R2aBB1- 32
R2aBB1- 32
R2aEM- 16
R2aBB1- 32
R2aBB1- 32
R2aEM- 16
R2aBB1- 32
R2aBB1- 32
R2aEM- 16
R2aBB1- 32
R2aBB1- 32
R2aEM- 16
R2aBB1- 32
R2aBB1- 32
R2aEM- 16
R2aBB1- 32
R2aBB1- 32
R2aEM- 16
R1BB1- 32
R1EM- 16
R1BB1- 32
R1BB1- 32
R1EM- 16
R1BB1- 32
R2aBB1- 30
R2aBB1- 30
R2aBB1- 30
W3EM- 19
W3EM- 19
W3EM- 19
W3EM- 19
W3EM- 19
P1bEM- 19
P1bEM- 19
P1bEM- 19
P1aEM- 19
P1aEM- 19
P1aEM- 19 P1a
EM- 19
R2bEM- 16
R2bBB1- 28
R2bBB1- 28
R2bBB1- 28
R2bBB1- 28
R2bBB1- 28
X2EM- 16
X1EM- 16
X1EM- 16
X1EM- 16
CART STORAGE
022A
HALL
023
WOMEN'S
024
MEN'S
025
JAN
026
BREAK ROOM
027
FUTURE UPS
028
ELECTRICAL
029
CORRIDOR
041
CORRIDOR
022
X1EM- 16
X1EM- 16
P1aBB1- 32
W1BB1- 32
D1EM- 16
MA
TC
HLI
NE
- A
RE
A A
MA
TC
HLI
NE
- A
RE
A B
X1EM- 16
X2EM- 16
X1EM- 16
X1EM- 16
X1EM- 16
BB1
R2aEM- 16
EM
L8
L8
P1aEM- 19
P1aBB1- 32
MOUNT AT 9'-0" AFF. (TYP)
MOUNT AT 9'-0" AFF. (TYP)
L13
L13P1aEM- 19
P1aEM- 19
AB
X1EM- 16
R2aEM- 16
R2aBB1- 30
R2aBB1- 30
R2bBB1- 30
R2aBB1- 30
R2aBB1- 30
R2aBB1- 30
R2bBB1- 28
R2bBB1- 28
R2bBB1- 28
R2bBB1- 28
FUTURE
031
R2bBB1- 30
R2bBB1- 30
R2bBB1- 30
R2bBB1- 30
R2bBB1- 30
R2bBB1- 30
R2bBB1- 30
R2bBB1- 30
R2bBB1- 30
R2bBB1- 30
R2bBB1- 30
R2bEM- 16
R2bBB1- 30
R2bBB1- 30
R2bBB1- 30
R2bEM- 16
R2bBB1- 30
R2bBB1- 30
R2bBB1- 30
R2bBB1- 30
R2bBB1- 28
R2bBB1- 28
R2bBB1- 28
R2bBB1- 28
R2bEM- 16
R2bBB1- 28
R2bBB1- 28
R2bBB1- 28
R2bBB1- 28
R2bBB1- 28
R2bEM- 16
R2bBB1- 28
R2bBB1- 28
R2bBB1- 28
R2bBB1- 28
R2bBB1- 28
R2bBB1- 28
R2bBB1- 28
R2bBB1- 28
L14
MA
TC
HLI
NE
- A
RE
A A
MA
TC
HLI
NE
- A
RE
A B
L15
D2BB1- 32
D2BB1- 32
D2BB1- 32
D2BB1- 32
GENERAL NOTE:
PHASE 2 WORK IS COMPOSED OF NEW ELECTRICALSERVICE, GENSETS, AND CHILLED WATER PIPING FOR THEDATA CENTER AND BUILDING.
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eering
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teriors
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R G
rou
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ratio
n, A
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ES
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KEY PLAN
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ns
5/8
/2017 4
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evit\1
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6206-0
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AT
E O
F N
EB
RA
SK
A 5
01 B
UIL
DIN
G R
EN
OV
AT
ION
LIG
HT
ING
PLA
N, LO
WE
R L
EV
EL -
AR
EA
BE
1.0
B
20
17
PR
INT
SH
OP
BU
ILD
OU
T &
ST
RU
CT
UR
AL D
EF
ICIE
NC
Y R
EN
OV
AT
ION
NORTHSCALE: 1/8" = 1'-0"
LIGHTING PLAN, LOWER LEVEL - AREA B
KEYED NOTES
KEY
VALUE KEY TEXT
L8 3-WAY SWITCH CONTROLS ALL FIXTURES IN ROOM 031.
L13 HOMERUN TO SPARE 20A/1P BREAKER IN PANEL EM.
L14 SWITCH TO CONTROL ALL FIXTURES IN CORRIDOR 001,022, 023, AND 041.
L15 COORDINATE TIMING OF THE INSTALLATION OF ALLELECTRICAL RACEWAYS AND EQUIPMENT IN DENOTEDAREA WITH THE MECHANICAL AND ELECTRICAL WORK OFPHASE 2 CONSTRUCTION.
T
T
T
T
T
T T
T
T
T
T
S
17A
16B
15A 14B
28B
27
26
20
21
28A
16A
34
17B
15B 14A
C
J
J
J
J
J
J
J
S
S SS
S
A
A
GB
GD
GE GF
XFMR G
GH
GL
GC
MCP
RECORDSSTORAGE
007
CART STORAGE
004
MECHANICAL
009
RECEPTION
006
OFFICE
010
CONFERENCE
012
PRE-PRESS/DIGITALGRAPHICS
016
OPEN OFFICE
008
CORRIDOR
001
SECUREDPRINT
020
COLOR COPY
019
SECUREDSTORAGE
021
GA1HALL
005
MA
TC
HLI
NE
- A
RE
A A
MA
TC
HLI
NE
- A
RE
A B
OFFICE
014
OFFICE
018
E4
E6
GA2
E7
E2
EF-A009
AHU-A009POWER POLE
POWER POLE
FILES
008C
OFFICE
011
OFFICE
015
78"30
78"30
L14-30R32,34
E6.1
32
CIRCUIT ELECTRICALDEVICES THIS ROOMTO PANEL GA1.
30
30
19
DOCUTEC - 19DOCUTEC - 10
DOCUTEC - 9
GA2 - 4
GA2 - 2
GA2 - 12
GA2 - 6
GA2 - 16
GA2 - 14
GA1 - 22
GA1 - 10
GA1 - 8
GA1 - 20
H-A009
GA1 - 11
GA1 - 9
GA1 - 5
GA1 - 13
GA1 - 3 GA1 - 28
OFFICE
008ASCHED.
017
HALL
008B
CART STORAGE
002
ELEC/DATA
003
XFMRDOCUTEC
GA1 - 36
GA2 - 18
GA2 - 8
GA2 - 10
GA1 - 23
DOCUTEC
E13
E7
E14
E15
GA1 - 7
MA
TC
HLI
NE
- A
RE
A A
MA
TC
HLI
NE
- A
RE
A B
60"
E16
36"
E17
E18
GA1 - 15
60"
POWER NOTES(TYPICAL ALL POWER SHEETS)
1. LOCATE SWITCHES FOR CONTROL OF FANS AND LIGHTS IN 2-GANGBOXES WITH LIGHT SWITCH WHERE APPLICABLE. PROVIDE A DIVIDERWITHIN BOX AS NECESSARY.
2. VERIFY OWNER'S PREFERENCE FOR PANEL DIRECTORIES.DIRECTORIES SHALL REFLECT OWNER'S NUMBERING SCHEME AND NOTTHE ARCHITECTURAL NUMBERING SCHEME. OBTAIN REQUIRED INPUTFROM OWNER PRIOR TO FABRICATION OF TYPED PANEL DIRECTORIES.
3. PROVIDE MINIMUM OF 24-INCHES SEPARATION BETWEEN BOXESLOCATED BACK-TO-BACK AT ALL FIRE-RATED WALLS.
4. PROVIDE POWER FROM DESIGNATED 20/1P BREAKER IN NEARESTPANEL TO EACH SMOKE DAMPERS IN AREA. WIRE THRU FIRE ALARMSYSTEM RELAYS.
5. SEE SCHEDULE SHEETS FOR CONNECTIONS TO ALL MECHANICALEQUIPMENT, INCLUDING DISCONNECTS & STARTERS PROVIDED BYDIVISION 26. COORDINATE MOUNTING OF DISCONNECTS AND STARTERSWITH SURROUNDING EQUIPMENT AND PROVIDE ADEQUATECLEARANCES AS REQUIRED BY NEC.
6. SEE MECHANICAL AND PLUMBING DRAWINGS TO CONFIRMLOCATIONS OF ALL HVAC EQUIPMENT, WATER HEATERS, PUMPS,EXHAUST FANS, DAMPERS, THERMOSTATS, HUMIDISTATS, SENSORS,CONTROL DEVICES, CONTROL PANELS, ETC.
PRINT EQUIPMENT GENERAL NOTES:1. COORDINATE FINAL ELECTRICAL ROUGH-INS WITH OWNER.2. REUSE EXISTING CONNECTIONS TO PRINT EQUIPMENT
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NORTHSCALE: 1/8" = 1'-0"
POWER PLAN, LOWER LEVEL - AREA A
KEYED NOTES
KEY
VALUE KEY TEXT
E2 PROVIDE JUNCTION BOX EXTENSION WHERE STUDWALLS ARE BEING CONSTRUCTED OVER EXISTING WALLSTO ALLOW DEVICE TO BE LOCATED IN EXISTINGLOCATION.
E4 REROUTE CONDUIT ON WALL TO ALLOW NEW DUCT TO BEEXHAUSTED THROUGH WALL. SEE MECHANICALDRAWINGS FOR EXACT LOCATION OF DUCT. COORDINATEWITH MECHANICAL CONTRACTOR.
E6 NEW PANEL GA. EXTEND EXISTING FEEDER AND BRANCHCIRCUITS.
E7 PROVIDE (4)- 3/4" SPARE CONDUIT TO ABOVE APC.
E13 NEW PANEL DOCUTEC. EXTEND EXISTING FEEDER ANDBRANCH CIRCUITS.
E14 RELOCATED PENDANT RECEPTACLE.
E15 SEE MECHANICAL PLANS FOR RELOCATION OFHUMIDIFIER. EXTEND ELECTRICAL CONNECTION TO UNIT.
E16 CIRCUIT LOCAL DOOR LOCKS IN AREA A TO SPARE 20A/1PBREAKER IN DOCUTEC PANEL. COORDINATE ABOVECEILING LOCATION WITH OWNER SECURITYCONTRACTOR.
E17 INSTALL SALVAGED DOOR BELL AND BUZZER.
E18 RELOCATE EXISTING DUPLEX IF NECESSARY FORINSTALLATION OF NEW DOOR.
PRINT EQUIPMENT CONNECTION SCHEDULE
MARK NO. DESCRIPTION VOLTAGE POLES
RECEPTACLE/
DISCONNECT
EQUITMENT
CIRCUIT SIZE
MOUNTING
HEIGHT PANEL
CIRCUIT
NUMBER NOTES
14A XEROX DOCPRINT 135 208 V 2 NEMA 6-50R 6 - 10 - 3/4" DOCUTEC 11,13
14B XEROX DOCPRINT 135 208 V 2 NEMA 6-50R 6 - 10 - 3/4" DOCUTEC 15,17
15A XEROX DOCUTECH 180 208 V 2 NEMA 6-30R 10 - 10 - 1/2" DOCUTEC 2,4
15B XEROX DOCUTECH 180 208 V 2 NEMA 6-50R 6 - 10 - 3/4" DOCUTEC 6,8
16A XEROX NUVERA 288 208 V 2 NEMA 6-50R 6 - 10 - 3/4" DROP CORD DOCUTEC 12,14
16B XEROX NUVERA 288 208 V 2 NEMA 6-50R 6 - 10 - 3/4" DROP CORD DOCUTEC 16,18
17A XEROX DOCUTECH 180 HLC 208 V 2 NEMA 6-30R 10 - 10 - 1/2" DOCUTEC 1,3
17B XEROX DOCUTECH 180 HLC 208 V 2 NEMA 6-50R 6 - 10 - 3/4" DOCUTEC 5,7
20 XEROX 700i 208 V 2 NEMA 6-20R 12 - 12 - 1/2" DOCUTEC 25,27
21 EPSON STYLUS PRO 9900 208 V 2 NEMA 6-20R 12 - 12 - 1/2" DOCUTEC 21,23
26 AB DICK DPM 2000 208 V 2 NEMA 6-15R 12 - 12 - 1/2" GA1 2,4
27 MITSUBISHI VDP CF3070 208 V 2 NEMA 6-20R 12 - 12 - 1/2" GA1 12,14
28A AGFA ACENTO IIE 208 V 2 NEMA 6-20R 12 - 12 - 1/2" GA1 16,18
28B AGFA AZURA C85 208 V 2 NEMA 6-15R 12 - 12 - 1/2" GA1 24,26
34 EPSON SURECOLOR 120 V 1 NEMA 5-20R 12 - 12 - 1/2" GA1 6
FSFS
S
S
T
T
T
T T T
S
J
J
J
J
J
J
A S
EM
FUTURE 750kVA UPS-B
CART STORAGE
022A
HALL
023
WOMEN'S
024
MEN'S
025
JAN
026BREAK ROOM
027
FUTURE UPS
028
ELECTRICAL
029
CORRIDOR
041
CORRIDOR
022
60"
42" 42" 42"
BB1
60"
MA
TC
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NE
- A
RE
A A
MA
TC
HLI
NE
- A
RE
A B
EXISTING 750kVA UPS
E5
60"
LAB
LAB - 5 LAB - 3 LAB - 1
42" 42"
42"
42"
42"
42"
42"
42"
MASTER GROUNDBAR
E10
E11
BB1 - 9 BB1 - 11 BB1 - 13
BB1 - 27
BB1 - 19
BB1 - 23
BB1 - 21
BB1 - 15
BB1 - 25
BB1 - 17
BB1 - 14
BB1 - 12
BB1 - 16
BB1 - 10
LAB - 7
BB1 - 20
BB1 - 18
BB1 - 22
FUTURE
031
MA
TC
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- A
RE
A A
MA
TC
HLI
NE
- A
RE
A B
EWC
E19E19
BB1 - 26
E19
MLB
BB1 - 24
E9
E12
E12
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KEYED NOTES
KEY
VALUE KEY TEXT
E5 NEW PANEL BB. EXTEND EXISTING FEEDER AND BRANCHCIRCUITS TO NEW LOCATION FROM ABOVE APC.
E9 NEW CONCRETE ENCASED GROUNDING ELECTRODE.BOND TO REBAR AND ROUTE #3/0 TO MASTER GROUNDBUS BAR IN ROOM 029.
E10 DOOR CHIME. LOCATE TRANSFORMER ABOVE APC.MOUNT AT 84" AFF.
E11 SWITCHGEAR INSTALLED AND CONNECTED UNDER BIDPACKAGE #2 SERVICES AND GENSET CONDUITS ANDCONDUCTORS UNDER BID PACKAGE #2.
E12 POWER FOR AUTOMATIC FAUCET AND SOAPDISPENSERS. COORDINATE FINAL LOCATION WITHAPPROVED SUBMITTAL.
E19 CIRCUIT LOCAL DOOR LOCKS IN AREA B TO SPARE 20A/1PBREAKER IN LAB PANEL. COORDINATE ABOVE CEILINGLOCATION WITH OWNER SECURITY CONTRACTOR.
NORTHSCALE: 1/8" = 1'-0"
POWER PLAN, LOWER LEVEL - AREA B
SS
D
DC
R
P
PD
PD
P
AP
AP
AP
AP
AP
AP
AP
AP
P
P
P
P
PP
AP
FC 75
FC
75
FC
75
FC
75
FC
75
FC
15F
C
15
FC
15
FC
30
FC
75
F
75
FC
15
FC
30
FC
30F
C
15
P
P
P
P
P
P
P
P
P
P
FC
30
CR
CR
CR
PD
PD
D
D
C
CR
P
CR
J
J
J
J
J
J
J
S
S SS
S
A
A
R
P
0, 2, 0
0, 2, 0
0, 2, 0
RECORDSSTORAGE
007
CART STORAGE
004
MECHANICAL
009
RECEPTION
006
OFFICE
010
CONFERENCE
012
PRE-PRESS/DIGITALGRAPHICS
016
OPEN OFFICE
008
CORRIDOR
001
SECUREDPRINT
020
COLOR COPY
019
SECUREDSTORAGE
021
HALL
005
E6.1
42
E6.1
41
S4
MA
TC
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NE
- A
RE
A A
MA
TC
HLI
NE
- A
RE
A B
0, 1, 0
0, 2, 0 0, 2, 0
OFFICE
014
OFFICE
008A
OFFICE
018
0, 2, 0
0, 2, 0
0, 1, 0
0, 1, 0
0, 1, 0
0, 2, 0
0, 2, 0
0, 2, 0
0, 2, 0
0, 2, 0
0, 2, 0
0, 2, 0
0, 2, 0
0, 2, 060"
S3
1, 0, 0
1, 0, 0
1, 0, 0
FILES
008C
HALL
008B
OFFICE
011
OFFICE
015
0, 2, 0
0, 2, 00, 1, 0
0, 1, 0
0, 1, 0 0, 1, 0 0, 1, 0 0, 1, 0
0, 1, 0
0, 1, 0
0, 1, 0
0, 1, 0
0, 1, 0
0, 1, 0
0, 2, 0
12" CABLE TRAY
12" CABLE TRAY
S10
SU
PP
LY
RE
TU
RN
S11
0, 2, 0
0, 2, 0
0, 2, 0
S12
S12S12
MA
TC
HLI
NE
- A
RE
A A
MA
TC
HLI
NE
- A
RE
A B
S15 S16
S17
0, 2, 00, 2, 060"
SPECIAL SYSTEMS NOTES(TYPICAL ALL SPECIAL SYSTEMS SHEETS)
1. OUTLETS FOR TELECOM, FIRE ALARM, SECURITY, ACCESSCONTROL, AND ALL OTHER LOW VOLTAGE CABLING: PROVIDEINSULATED BUSHINGS ON ALL CONDUIT STUB-UPS, INCLUDING UNUSEDSTUB-UPS OR STUB-UPS INDICATED FOR FUTURE USE.
2. SLEEVES FOR LOW VOLTAGE CABLES: PROVIDE SLEEVES PERSECTION 270500. COORDINATE WITH PATH OF DUCTWORK AND PIPESTO ENSURE ACCESSIBILITY. INSTALL ALL SLEEVES 12" ABOVE HIGHERCEILING OF TWO ADJACENT SPACES (REFER TO ROOM FINISHSCHEDULES AND REFLECTED CEILING PLANS FOR CEILING HEIGHTS).STUB SLEEVES INTO JOIST SPACE OF FINISHED ROOMS WITH EXPOSEDSTRUCTURE. PROVIDE INSULATED BUSHINGS ON BOTH ENDS OF EMTSLEEVES, INCLUDING UNUSED SLEEVES. PROVIDE GROUT TO SECURESLEEVES TO WALL. FIRESTOP AT ALL FIRE-RATED WALLS WHEREREQUIRED FOR UL LISTING OF FIRE-RATED WALL CABLE PATHWAYASSEMBLY.
3. COMMUNICATIONS OUTLET RACEWAYS SHALL BE ROUTED UP WITHSWEEP BENDS UNLESS SHOWN AS UGC.
4. EXPOSED CABLES IN FINISHED SPACES: PROVIDE 3/4 INCH MINIMUMCONDUIT FOR ALL LOW-VOLTAGE CABLES IN EXPOSED STRUCTUREAREAS. PAINT ALL CONDUIT, BOXES, AND ASSOCIATED MOUNTINGHARDWARE TO MATCH ADJACENT FINISHES.
5. CABLE TRAY SHALL BE INSTALLED OVER/UNDER OR AROUNDOBSTRUCTIONS TO MAINTAIN ACCESS AND CLEARANCES. SIDES OFCABLE TRAY SHALL NOT BE CUT TO REDUCE HEIGHT. PROVIDEEQUIVALENT SIZED SLEEVES WHERE CABLE TRAY CAN NOT BEINSTALLED WITH CLEARANCES SPECIFIED. SEE SECTION 270528.36.
6. INSTALL SLEEVES FOR INSTALLATION OF ALL LOW VOLTAGECABLING. FOLLOW INDUSTRY STANDARDS TO MAINTAIN 40% FILLREQUIREMENTS IN ALL SLEEVES. PROVIDE ADDITIONAL SLEEVES(MEETING REQUIREMENTS) AS REQUIRED.
7. ROUTE ALL LOW VOLTAGE CABLING INSTALLED IN LOCATIONS WITHNO CEILINGS (EXPOSED STRUCTURE) IN MINIMUM 3/4" CONDUIT TOACCESSIBLE SPACE ABOVE NEAREST LAY-IN CEILING.
8. DO NOT INSTALL CABLES ABOVE STRUCTURAL MEMBERS IN ROOFDECK SPACES.
9. CABLE TRAY AND SLEEVES SHALL BE FIRESTOPPED AND SMOKESTOPPED THROUGH FIRE/SMOKE-RATED WALLS PER MFR'SRECOMMENDATIONS AND MATERIALS SPECIFIED IN DIVISION 7. USEREMOVABLE PILLOWS OR NON-HARDENING PUTTY.
12. S OR FS - SMOKE OR FIRE/SMOKE DAMPER SYMBOL.PROVIDE CONNECTION TO FIRE ALARM SYSTEM. PROVIDE FA RELAY ANDDUCT DETECTOR WITH REMOTE INDICATOR LAMP AND TEST SWITCHFOR ACTUATION OF DAMPER. DETECTION AND ACTUATION SHALL BECOMPLIANT WITH IBC 2012 SECTION 717.3.3 TYPICAL FOR EACH DAMPERSHOWN.
13. PROVIDE RELAY(S) FOR FAN SHUTDOWN OF MECHANICALEQUIPMENT WITHIN 3FT OF EACH MECH UNIT. (REFER TO HVAC PLANSFOR EQUIPMENT LOCATION AND DUCTS). COORDINATE EFFORT WITHDIVISION 23.
14. FIRE ALARM SYSTEM SHALL CONNECT DIRECTLY TO MECHANICALUNITS SHOWN ON SCHEDULE AND SHUT-DOWN CORRESPONDING UNITSUPON ACTIVATION OF COMMON DUCTED DETECTION AS SPECIFIED.
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NORTHSCALE: 1/8" = 1'-0"
SPECIAL SYSTEMS, LOWER LEVEL - AREA A
KEYED NOTES
KEY
VALUE KEY TEXT
S3 ALL HARDWARE AND CABLING TO BE OWNER PROVIDEDAND INSTALLED. WIRELESS ACCESS POINTS ARE SHOWNFOR REFERENCE ONLY.
S4 J HOOKS TO SUPPORT EXISTING COMMUNICATIONCABLES TO REMAIN. SUPPORT J HOOKS FROMSTRUCTURE.
S10 ROUGH-IN ONLY (TYPICAL).
S11 (5) - 2" C WITH BUSHINGS
S12 (2) - 2" C WITH BUSHINGS
S15 REINSTALL SALVAGED SPEAKER (TYPICAL).
S16 REINSTALL SALVAGED ANTENNA (TYPICAL).
S17 FIRE/SMOKE DAMPER CONTROLS (TYPICAL).
FSFS
S
S
S
CR
D
D
D
CR
D
CR
CR
CR
F
75
F
15
F
15
F
15
F
15
F
30
F
15
F
F
30
F
30
F
30
15
F
F
75
SN
AC
F
P
P PP
PPP
P
P
P
P
PPP
P
P
P
P
P
P
P
P
P P
P
AP
AP
AP
AP
APAP
P
P
P
P
P
P
P
P
CR
J
F
30
FC
75
FC
75
FC
75F
C
75
FC
75
FC
30
F
30
F
30
FC
15F
C
15
FC
15
FC
15
FC
15
FC
15
FC
15
FC
15
R
D
F
FC
15
FC
15
FC
75
P
P
FC
15
J
J
J
J
J
A S
E6.1
43
E6.1
44
S4
MA
TC
HLI
NE
- A
RE
A A
MA
TC
HLI
NE
- A
RE
A B
0, 4, 0
0, 4, 0
S3
S2
CART STORAGE
022A
HALL
023
WOMEN'S
024
MEN'S
025
JAN
026
BREAK ROOM
027
FUTURE UPS
028
ELECTRICAL
029
CORRIDOR
041
CORRIDOR
022
0, 1, 0
0, 2, 060"
0, 2, 060"
12" CABLE TRAY
S9
S13
S14
FUTURE
031
MA
TC
HLI
NE
- A
RE
A A
MA
TC
HLI
NE
- A
RE
A B
S15S16
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SP
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TE
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PLA
N, LO
WE
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EV
EL -
AR
EA
BE
3.0
B
20
17
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NORTHSCALE: 1/8" = 1'-0"
SPECIAL SYSTEMS, LOWER LEVEL - AREA B
KEYED NOTES
KEY
VALUE KEY TEXT
S2 SALVAGED PHOTOELECTRIC DETECTOR FORREINSTALLATION. TYPICAL UNO.
S3 ALL HARDWARE AND CABLING TO BE OWNER PROVIDEDAND INSTALLED. WIRELESS ACCESS POINTS ARE SHOWNFOR REFERENCE ONLY.
S4 J HOOKS TO SUPPORT EXISTING COMMUNICATIONCABLES TO REMAIN. SUPPORT J HOOKS FROMSTRUCTURE.
S9 FIRE ALARM RELAY FOR CONNECTION TO SMOKEACTIVATED HORIZONTAL SLIDING WINDOW. LOCATERELAY ABOVE APC AND CONNECT TO WINDOW CLOSER.PROGRAM TO CLOSE BY AREA DETECTION ON EITHERSIDE OF OPENING.
S13 (3) - 2" C WITH BUSHINGS. COORDINATE PENETRATIONWITH EXISTING SLEEVES INTO DATA ROOM.
S14 (4) - 4" C. COORDINATE ELEVATION WITH FUTURE PHASE 2CONCRETE ENCASED DUCT BANK LOCATED ABOVECEILING.
S15 REINSTALL SALVAGED SPEAKER (TYPICAL).
S16 REINSTALL SALVAGED ANTENNA (TYPICAL).
UTIL XFRM-X12470/480 3PH1000KVA; 3%Z; 36.5KAICXFMR VAULT
1600AF
MSB-X, ELECTRICAL ROOM480/277V 1600A, 3PH, 4W32 KAIC
G
GENERATOR700 KW, 277/480 3PH, 4W
PANEL1B
PANELBB
PANEL2B
PANEL3B
PANEL4B
PANELAB
MOTOR CONTROL CENTER, MCB600A, 480VMAIN ELECTRICAL ROOMSQUARE D, MODEL 5
DISTRIBUTION PANEL, MX1600A, 480V, 30KAICMAIN ELECTRICAL ROOM
E.ELEVATOR
DISTRIBUTION PANEL, 1CA600A, 480V, 18KAIC1ST FLOOR ELEC ROOM
DISTRIBUTION PANEL MLX800A, 120/208V, 65KAICMAIN ELECTRICAL ROOM
DISTRIBUTION PANEL 2CA600A, 480V, 18KAIC2ND FLOOR ELEC ROOM
MOTOR CONTROL CENTER, MCX600A, 480V, 30KAICMAIN ELECTRICAL ROOM
XFMR-MLX480-208Y/120V
225 KVA
1600
AF
600A
450A
F
SPARESPARESPARESPARESPARE
FREIGHTELEVATOR
SPARE
WESTELEVATOR
400A
F
200A
F
UTIL XFMR-B12470/480 3PH1000KVA; 3%; 36.5KAICXFMR VAULT
GEN. PANEL
MOTOR CONTROL CENTER, MCG600A, 480VMAIN ELECTRICAL ROOM
XFMR-EM480-208Y/120V
30 KVA
PANELEM
ATS-1200A3P
ATS-21600A3P
MTS-X600A3P
DISTRIBUTION PANEL, GH400A, 480V, 25KAICPRINT SHOP
XFMR-G480-208Y/120V225 KVA
DISTRIBUTION PANEL, GL800A, 120/208V, 22KAICPRINT SHOPSQUARE D, I-LINE
PANELGF
PANELGA
PANELGE
PANELGB
PANELGD
PANELGC
100A
100A
100A
100A
200A
200A
200A
200A
1600
AF
200A480VFUSED @200A
DISTRIBUTION PANEL 1CP600A, 480V, 18KAIC1ST FLOOR ELECTRICAL ROOMSQUARE D, I-LINE
XFMR-2MPU480-208Y/120V300 KVA
PANEL 2MPU1200A, 208V, 22KAIC2ND FLOOR ELEC. RM.SQUARE D, I-LINE
PDU8150kVA(3)-84 POLE1ST FLOOR DATACENTER
PDU9150kVA(3)-84 POLE1ST FLOOR DATACENTER
DISTRIBUTION PANEL 2CP600A, 480V, 18KAIC2ND FLOOR ELECTRICAL ROOMSQUARE D, I-LINE
CPU4CA
CPU3CA
POWER PANEL UX1200A, 277/480V, 30KAICUPS ROOM
UPS-A750 KVA
SS
2500A
2500A
1200
A
600A
1200
A
600A
POWER PANEL BP1200A, 277/480V, 30KAICUPS ROOM
DOCUTECPANEL
XFMR-DOCUTECH480-208Y/120V
75 KVA
1200
A
1200
A
1200
A
MSB-B, ELECTRICAL ROOM480/277V 1600A, 3PH, 4W32 KAIC
225A42 POLE
225A42 POLE
225A84 POLE
225A42 POLE
225A84 POLE
225A84 POLE
225A42 POLE
225A42 POLE
200A
225A
200A
200A
200A
225A
200A
200A
200A
225ASPACE
350A
50A
30A
15A
60A
110A
60A
3A7A 15A
400A
50A
225A
50A
125A
225A
225A
225A
15A
20A
20A
30A
60A
30A
150A
50A
400A
200A
200A
200A
200A
200A
200A
225ASPACE
80A
50A
50A
40A
40A
200A
350A
HEIDELBERGSPEEDMASTER
100ASPACE
225ASPACE
100A
100A
400A
400A
600A 400A
SPACE 400A
600A
1200
A
600A
50A
50A
225A
100ASPACE
100ASPACE
AHU-2(SF-2)
AHU-2(RF-2)
SEWAGEEJECTOR
SUMPPUMP
ENGR.LIEBERT AC
1600AF1200AT
225ASPACE
225ASPACE
SPARE
225A84 POLE
CHILLERC-1B
PUMPCP-1B
PUMPCWP-1B
PUMPHWP-1B
COOLINGTOWERCT-1B
AHU-1(SF-1)
AHU-1(RF-1)
EX. FANEF-2
EX. FANEF-1
SPARE
TEMP.CHILLER
PUMP
TEMP.CHILLER
400ASPACE
SPARE
TEMP.CONTROLAIR COMP.
SPARE
PUMPHWP-1A
COOLINGTOWERCT-1A
PUMPCWP-1A
PUMPCP-1C
PUMPCP-1A
CHILLERC-1A
225ASPACE
225ASPACE
600kWBATT. CABS
100ASPACE
LESUTILITY
LESUTILITY
1600ATIE
MLB-1 MLB-2 MLB-3 MLB-4 MLB-5 MLB-6 MLB-7 MLB-8 MLB-9 MLB-10 MLB-11 MLB-12MCB-1 MCB-2 MCB-3 MCB-4 MCB-5 MCB-6 MCB-7 MCB-8 MCB-9 MCB-10
2CP-1 2CP-2 2CP-3 2CP-4 2CP-5 2CP-6 2CP-7 2CP-8 1CP-51CP-41CP-31CP-21CP-1
MCX-1
GL-1 GL-2 GL-3 GL-4 GL-5 GL-6 GL-7 GL-8 GL-9 GL-10
MCP-1 MCP-2 MCP-3 MCP-4 MCP-5 MCP-6
MCG-3 MCG-2 MCG-1 GH-2 GH-1 GH-3 GH-4 GH-5
MX-1 MX-2 MX-3 MX-4 MX-5 MX-9 MX-10 MX-6 MX-7 MX-11 MX-8
BP-3BP-2 BP-1
100A30 POLE
200A
S
400A
S
1600
AS
600A
S
600A
S
15A
MCG-4
7A
MCG-5
20A
MCG-6
NEMA-2 NEMA-1
NEMA-2 NEMA-2
NEMA-1NEMA-1 NEMA-2NEMA-2
MCX-2 MCX-3 MCX-4 MCX-5 MCX-6 MCX-8 MCX-9 MCX-10MCX-7
SPARE SPARE
PANELBX
PANEL1X
PANEL2X
PANEL3X
PANEL4X
PANEL4HX
100A18 POLE
225A42 POLE
100A12 POLE
150A
150A
150A
150A
150A
200A
225A42 POLE
225A42 POLE
225A42 POLE
SPARE
MLX-9MLX-8MLX-7MLX-6MLX-5MLX-4
150A
225A42 POLE
225A42 POLE
225A42 POLE
225A42 POLE
UX-2
UX-1 UX-3
UX-4
SPARE
30A
1CP-6
225A
225A
225A
2MPU-1
225A
2MPU-2
225A
2MPU-3
225A
2MPU-4
225A
2MPU-5
225A
2MPU-6
SPARE SPARE
SOUTH9027
SOUTH9027
TEMP.PORT.
COOLERS
100ASPACE
MCP-6
40A
HUMIDIFIERH-1
2000 GAL.UNDERGROUNDFUEL TANK
200 400 1600
600
450
600
1600
250A/3 250A/3
PDU1150kVA(3)-84 POLE1ST FLOOR DATACENTER
250A/3
PDU3150kVA(3)-84 POLE2ND FLOOR DATACENTER
250A/3
PDU2150kVA(3)-84 POLE2ND FLOOR DATACENTER
250A/3
PDU 4B150kVA(3)-84 POLE2ND FLOOR DATACENTER
250A/3
150A80A
80A
80A
80A
1CA-1
80A
80A
80A
80A
50A
50A
1CA-2 1CA-3 1CA-4 1CA-5 1CA-6
20A
1CA-7
2CA-1 2CA-2 2CA-3 2CA-4 2CA-5 2CA-6 2CA-7
80A
80A
80A
80A
80A
2CA-8 2CA-9 2CA-10 2CA-11
CRAHUNIT 3
AC 1 CRAHUNIT 1
CRAHUNIT 4
80A
2CA-12
CHIL 2 CHIL 1 AC 11 AC 12 AC 5 AC 9AC 10 AC 6 AC 8 AC 7
BUSS
80A
1CA-9
CRAHUNIT 2
2CA-13
25A
2CA-14
REHEAT FORCONSOLE
AREA
2CA-15
25A
2CA-16
REHEAT FOROFFICES
SPACE SPACE
225ASPACE
225ASPACE
O2
O2
SPARE
PDU4150kVA(3)-84 POLE2ND FLOOROFFICE
250A/3
O3
O2
O1
MOTOR CONTROL CENTER, MCP600A, 480V, 25KAICAHU ROOMSQUARE D, MODEL 5
RADIATORFAN
EX. FANEF-5
FAN COILUNIT FCU-1
BOOSTERPUMP BP-1
DISTRIBUTION PANEL, MLB1200A, 120/208V, 22KAICMAIN ELECTRICAL ROOMSQUARE D, QED
XFMR-B480-208Y/120V300 KVA
Arc
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01 B
UIL
DIN
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OV
AT
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DE
MO
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E-L
INE
DIA
GR
AM
E5.1
20
17
PR
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SH
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BU
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OU
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ST
RU
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UR
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EF
ICIE
NC
Y R
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KEYED NOTES
KEY
VALUE KEY TEXT
O1 SEE SHEET DE1.0A FOR RELOCATION OF HUMIDIFIER.EXTEND ELECTRICAL CONNECTION TO UNIT AS NOTEDON SHEET E2.0A.
O2 EXISTING PANELBOARD TO BE DEMOLISHED. FEEDERSAND BRANCH WIRING TO BE EXTENDED TO NEWLOCATION.
O3 COORDINATE DEMOLITION WITH MECHANICALDRAWINGS.
SCALE: 12" = 1'-0"
DEMO ELECTRICAL ONE-LINE DIAGRAM
UTIL XFRM-X12470/480 3PH1000KVA; 3%Z; 36.5KAICXFMR VAULT
1600AF
MSB-X, ELECTRICAL ROOM480/277V 1600A, 3PH, 4W32 KAIC
G
GENERATOR700 KW, 277/480 3PH, 4W
DISTRIBUTION PANEL, MLB1200A, 120/208V, 22KAICMAIN ELECTRICAL ROOMSQUARE D, QED
PANEL1B
PANELBB
PANEL2B
PANEL3B
PANEL4B
PANELAB
XFMR-B480-208Y/120V300 KVA
MOTOR CONTROL CENTER, MCB600A, 480VMAIN ELECTRICAL ROOMSQUARE D, MODEL 5
E.ELEVATOR
DISTRIBUTION PANEL MLX800A, 120/208V, 65KAICMAIN ELECTRICAL ROOM
MOTOR CONTROL CENTER, MCX600A, 480V, 30KAICMAIN ELECTRICAL ROOM
XFMR-MLX480-208Y/120V
225 KVA
1600
AF
600A
450A
F
SPARESPARESPARESPARESPARE
FREIGHTELEVATOR
SPARE
WESTELEVATOR
400A
F
200A
F
UTIL XFMR-B12470/480 3PH1000KVA; 3%; 36.5KAICXFMR VAULT
GEN. PANEL
MOTOR CONTROL CENTER, MCG600A, 480VMAIN ELECTRICAL ROOM
XFMR-EM480-208Y/120V
30 KVA
PANELEM
ATS-1200A3P
ATS-21600A3P
MTS-X600A3P
DISTRIBUTION PANEL GH400A, 480VPRINT SHOP
XFMR-G480-208Y/120V225 KVA
PANELGF
PANELGA1
PANELGE
PANELGB
PANELGD
PANELGC
100A
100A
100A
100A
200A
200A
200A
200A
1600
AF
200A480VFUSED @200A
XFMR-2MPU480-208Y/120V300 KVA
PDU8150kVA(3)-84 POLE1ST FLOOR DATACENTER
PDU9150kVA(3)-84 POLE1ST FLOOR DATACENTER
DISTRIBUTION PANEL 2CP600A, 480V, 18KAIC2ND FLOOR ELECTRICAL ROOM
CPU4CA
CPU-4 CPU3CA
POWER PANEL UX1200A, 277/480V, 30KAICUPS ROOM
UPS-A750 KVA
SS
2500A
2500A
1200
A
600A
1200
A
600A
POWER PANEL, BP1200A, 277/480V, 30KAICUPS ROOM
MOTOR CONTROL CENTER, MCP600A, 480V, 25KAICAHU ROOMSQUARE D, MODEL 5
DOCUTECPANEL
XFMR-DOCUTEC480-208Y/120V
75 KVA
1200
A
1200
A
1200
A
MSB-B, ELECTRICAL ROOM480/277V 1600A, 3PH, 4W32 KAIC
225A42 POLE
225A42 POLE
225A84 POLE
225A42 POLE
225A84 POLE
225A84 POLE
225A42 POLE
200A
225A
200A
200A
200A
225A
200A
200A
200A
225ASPACE
350A
50A
30A
15A
60A
110A
60A
3A7A 15A
400A
50A
225A
50A
125A
225A
225A
225A
15A
20A
20A
30A
60A
30A
150A
50A
400A
200A
200A
200A
200A
200A
200A
225ASPACE
80A
50A
50A
40A
50A
200A
350A
HEIDELBERGSPEEDMASTER
100ASPACE
225ASPACE
100A
100A
400A
400A
600A 400A
SPACE 400A
600A
1200
A
600A
50A
50A
225A
100ASPACE
100ASPACE
AHU-2(SF-2)
AHU-2(RF-2)
SEWAGEEJECTOR
SUMPPUMP
1600AF1200AT
225ASPACE
225ASPACE
SPARE
225A84 POLE
CHILLERC-1B
PUMPCP-1B
PUMPCWP-1B
PUMPHWP-1B
COOLINGTOWERCT-1B
AHU-1(SF-1)
AHU-1(RF-1)
EX. FANEF-2
EX. FANEF-1
SPARE
TEMP.CHILLER
PUMP
TEMP.CHILLER
400ASPACE
SPARE
TEMP.CONTROLAIR COMP.
SPARE
PUMPHWP-1A
COOLINGTOWERCT-1A
PUMPCWP-1A
PUMPCP-1C
PUMPCP-1A
CHILLERC-1A
225ASPACE
225ASPACE
600kWBATT. CABS
100ASPACE
RADIATORFAN
LESUTILITY
LESUTILITY
1600ATIE
MLB-1 MLB-2 MLB-3 MLB-4 MLB-5 MLB-6 MLB-7 MLB-8 MLB-9 MLB-10 MLB-11 MLB-12MCB-1 MCB-2 MCB-3 MCB-4 MCB-5 MCB-6 MCB-7 MCB-8 MCB-9 MCB-10
2CP-1 2CP-2 2CP-3 2CP-4 2CP-5 2CP-6 2CP-7 2CP-8 1CP-51CP-41CP-31CP-21CP-1
MCX-1
GL-1 GL-2 GL-3 GL-4 GL-5 GL-6 GL-7 GL-8 GL-9 GL-10
MCP-1 MCP-2 MCP-3 MCP-4 MCP-5 MCP-6
MCG-3 MCG-2 MCG-1 GH-2 GH-1 GH-3 GH-4 GH-5
MX-1 MX-2 MX-3 MX-4 MX-5 MX-9 MX-10 MX-6 MX-7 MX-11 MX-8
BP-3BP-2 BP-1
100A30 POLE
200A
S
400A
S
1600
AS
600A
S
600A
S
15A
EX. FANEF-5
MCG-
7A
FAN COILUNIT FCU-1
MCG-
20A
BOOSTERPUMP BP-1
MCG-
NEMA-2 NEMA-1
NEMA-2 NEMA-2
NEMA-1NEMA-1 NEMA-2NEMA-2
MCX-2 MCX-3 MCX-4 MCX-5 MCX-6 MCX-8 MCX-9 MCX-10MCX-7
SPARE SPARE
PANELBX
PANEL1X
PANEL2X
PANEL3X
PANEL4X
PANEL4HX
100A18 POLE
225A42 POLE
100A12 POLE
150A
150A
150A
150A
150A
200A
225A42 POLE
225A42 POLE
225A42 POLE
SPARE
MLX-9MLX-8MLX-7MLX-6MLX-5MLX-4
150A
225A42 POLE
225A42 POLE
225A42 POLE
225A42 POLE
UX-2
UX-1 UX-3
UX-4
SPARE
30A
1CP-6
225A
225A
225A
2MPU-1
225A
2MPU-2
225A
2MPU-3
225A
2MPU-4
225A
2MPU-5
225A
2MPU-6
SPARE SPARE
SOUTH9027
SOUTH9027
TEMP.PORT.
COOLERS
MCP-7
40A
HUMIDIFIERH-1
2000 GAL.UNDERGROUNDFUEL TANK
200 400 1600
600
450
600
1600
250A/3 250A/3
PDU1150kVA(3)-84 POLE1ST FLOOR DATACENTER
250A/3
PDU3150kVA(3)-84 POLE2ND FLOOR DATACENTER
250A/3
PDU2150kVA(3)-84 POLE2ND FLOOR DATACENTER
250A/3
PDU 4B150kVA(3)-84 POLE2ND FLOOR DATACENTER
250A/3
150A80A
80A
80A
80A
1CA-1
80A
80A
80A
80A
50A
50A
1CA-2 1CA-3 1CA-4 1CA-5 1CA-6
20A
1CA-7
2CA-1 2CA-2 2CA-3 2CA-4 2CA-5 2CA-6 2CA-7
80A
80A
80A
80A
80A
2CA-8 2CA-9 2CA-10 2CA-11
CRAHUNIT 3
AC 1 CRAHUNIT 1
CRAHUNIT 4
80A
2CA-12
CHIL 2 CHIL 1 AC 11 AC 12 AC 5 AC 9AC 10 AC 6 AC 8 AC 7
BUSS
80A
1CA-9
CRAHUNIT 2
2CA-13
25A
2CA-14
REHEAT FORCONSOLE
AREA
2CA-15
25A
2CA-16
REHEAT FOROFFICES
SPACE SPACE
225ASPACE
PANELGA2
225A42 POLE
200A
200
N1
200 225
N1
LAB
225A42 POLE
225
HUMIDIFIERH-A009
40A
AHU-A009
VFD BYDIV 23
N3
225A42 POLE N1
DISTRIBUTION PANEL, 1CA600A, 480V, 18KAIC1ST FLOOR ELEC ROOM
DISTRIBUTION PANEL 2CA600A, 480V, 18KAIC2ND FLOOR ELEC ROOM
DISTRIBUTION PANEL, GH400A, 480V, 25KAICPRINT SHOP
DISTRIBUTION PANEL, GL800A, 120/208V, 22KAICPRINT SHOPSQUARE D, I-LINE
DISTRIBUTION PANEL 1CP600A, 480V, 18KAIC1ST FLOOR ELECTRICAL ROOMSQUARE D, I-LINE
PANEL 2MPU1200A, 208V, 22KAIC2ND FLOOR ELEC. RM.SQUARE D, I-LINE
Arc
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NE
W O
NE
-LIN
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IAG
RA
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5.2
20
17
PR
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KEYED NOTES
KEY
VALUE KEY TEXT
N1 EXTEND EXISTING FEEDER AND BRANCH CIRCUITS TOPANELS NEW LOCATION. EXISTING BRANCH CIRCUITS TOBE EXTENDED ARE INDICATED ON PANEL SCHEDULE.
N3 COORDINATE FEEDER ROUTING FROM 2ND FLOOR ELECROOM TWO FLOORS ABOVE EXISTING UPS.
SCALE: 12" = 1'-0"
NEW WORK ELECTRICAL ONE-LINE DIAGRAM
P
F
75
PP
4"
8"
BACKSPLASH & COUNTERTOP
COUNTERTOPWITHOUTBACKSPLASH
SEE ARCHITECTURALCASEWORK DETAILS
CABLE TRAY TO SLEEVE TRANSITIONSAT EQUAL ELEVATION
STACKED SLEEVESEXAMPLE
HORIZONTALSLEEVES EXAMPLES
CABLE TRAYWIDTH PLUS 4"MAXIMUM
CENTERMOUNTSUPPORT(TYP)
BOLTEDTO WALL
45 DEGMAX
SLEEVES (FIRE/SMOKESEAL AFTER CABLEINSTALLATION
WALL MOUNTSUPPORT (TYP)
BOND CABLE TRAYTHROUGH SLEEVESWITH #6 E.G.C.
CABLE TRAY TO SLEEVE TRANSITIONSWITH ELEVATION CHANGE
2" M
AX
2" M
AX
4" M
AX6" MIN
SEE POWER PLANFOR DEVICE TYPE
INSULATING BUSHINGS.B-LINE SB-1153 OREQUAL
ALIGN DEVICESBETWEEN RACKS
ELECTRICALLY INSULATERACEWAY AND JUNCTION BOXFROM CABLE RUNWAY
FRONT OFCABLE RUNWAY
EQUIPMENT RACK.SEE DIVISION 27.
REAR OF CABLE RUNWAY,NOT CABLE TRAY
DEVICES, CABLING,FACEPLATES ANDINSERTS BY DIVISION27. SEE PLANS FORQUANTITY AND TYPE
SINGLE GANG EXTENSION RINGFOR LOCATION INSTALLED(CMU/GYP)
REAM ALL CONDUIT PENETRATIONS TOMAINTAIN CONDUIT DIAMETER THROUGHBOX
1" EMT (TYP)
STUB OUT TO ACCESSIBLE CEILINGWITH INSULATING BUSHINGS (TYP)
SWEEP BENDS TYPICALOF COMM CONDUITS
4-11/16"x4-11/16"x2-1/8" DEEP BOXSTEEL CITY #72171 OR EQUAL
CONDUITS DOWNONLY WHERE INDICATED
TELECOM ROOM:TE1, TE2, ETC.
PATCH PANEL ID(A-Z)
PATCH PANELPORT NUMBER(1-48)
TIA
-606
FO
RM
AT
US
ING
ST
AN
DA
RD
LAB
ELI
NG
WIN
DO
WS
TE1-C26 TE1-C25
TE1-C16 TE1-C17
EMER LOAD
NORMAL LOAD
EMRELAY
1
2345 6
OCC.SENSOR
EMERGENCY
N
NORMAL
N
EMERGENCY RELAY TERMINALS:1. UNSWITCHED HOT (NORMAL)2. SWITCHED HOT (NORMAL)3. NEUTRAL (NORMAL)4. NEUTRAL (EMERGENCY)5. LOAD (EMERGENCY)6. UNSWITCHED HOT (EMERGENCY)
POWERPACK
PANEL L1A120/208V, 3PH, 4W
FED FROM T1A10KAIC, 1-20-2011
CABLE COLOR CODE:PHASE A: BLACKPHASE B: REDPHASE C: BLUENEUTRAL: WHITEGROUND: GREEN
SWITCHBOARD, DISTRIBUTION PANEL ANDPANELBOARD EXAMPLE.
SAFETY SWITCH OR ENCLOSED CIRCUITBREAKER EXAMPLE.
120/208V, 3PH, 4WFED FROM T1A
FEEDS PANEL L1A
LABELING DETAIL NOTES:
1. LABEL SHALL BE BLACK OR WHITE LAMINATED ACRYLIC OR MELAMINE WITH ENGRAVED LETTERING AND SELF-ADHESIVE BACK.
2. LETTERING SHALL BE WHITE ON BLACK OR BLACK ON WHITE BACKGROUND AND 3/8-INCH HIGH MINIMUM.
3. PROVIDE THE FOLLOWING INFORMATION ON SWITCHBOARD LABELS:SWITCHBOARD TAGSYSTEM VOLTAGE, PHASE, WIRESHORT CIRCUIT RATING, DATECONDUCTOR COLORS
4. PROVIDE THE FOLLOWING INFORMATION ON DISTRIBUTION PANELBOARD AND PANELBOARD LABELS:DISTRIBUTION PANELBOARD OR PANELBOARD TAGSYSTEM VOLTAGE, PHASE, WIREFED FROMSHORT CIRCUIT RATING, DATECONDUCTOR COLORS
5. PROVIDE THE FOLLOWING INFORMATION ON SWITCHBOARD AND DISTRIBUTION PANELBOARD BRANCH SWITCHES:BRANCH SWITCH TAG (LOAD BEING SERVED)
6. PROVIDE THE FOLLOWING INFORMATION ON TRANSFORMER LABELS:TRANSFORMER TAGSYSTEM PRIMARY AND SECONDARY VOLTAGE, WYE, DELTA, OR SINGLE PHASEFED FROM
7. PROVIDE THE FOLLOWING INFORMATION ON SAFETY SWITCH OR CIRCUIT BREAKER ENCLOSURE LABELS:SYSTEM VOLTAGE, PHASE, WIREFED FROMFEEDS (LOAD BEING SERVED)
8. CONDUCTOR COLORS SHALL ALSO FOLLOW REQUIREMENTS LISTED IN SPECIFICATIONS SECTION 260553.
OCCUPANCYSENSOR
OCCUPANCYSENSOR
NUMBER OFSENSORSPER PLANS
NUMBER OFSWITCHESPER PLAN
LOAD
LOAD
LOAD
SWITCH "a"
SWITCH "b"
SWITCH "c"
POWERPACK
LINE
NEUTRAL
3' -
6"
2' -
4"
12" CABLE RUNWAYAT 7'-6" AFF (TYP)
C4C1
C3C12C6
MOUNT BELOW CABLE RUNWAY.
E6.1
51
E6.1
22
E6.1 53
1"5/
8"
4" T
YP
2 HOLE IRREVERSIBLECOMPRESSION CONNECTOR.
CONNECTIONS PERDRAWINGS ANDSPECIFICATIONS
ISOLATIONBUSHING
COPPERGROUND BAR
MOUNTINGBRACKET
FRONT VIEW
SIDE VIEW
48-PORT PATCH PANEL
6" VERTICAL CABLEMANAGMENT
LIU. FIBER BACKBONE TOTE0B
C7
EXISTING 48-PORT SWITCH
EXISTING 48-PORT PATCHPANELS
EXISTING HORIZONTALCABLE MANAGEMENT
EXISTING FIBERRELOCATED EXISTING MODEMSHELF
RELOCATED EXISTINGBANDPASS FILTER
NEW LIU. BACKBONE TOTE0A
NEW 48-PORT PATCH PANEL FORHORIZONTAL CABLE IN AREA B.
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ELE
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6.1
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SCALE: 12" = 1'-0"E6.1
21 ABOVE COUNTER RECEPTACLES
SCALE: 3" = 1'-0"E6.1
31 TYPICAL CABLE TRAY SLEEVESSCALE: 12" = 1'-0"E6.1
32 CABLE RUNWAY RECEPTACLESSCALE: 3" = 1'-0"E6.1
33 COMM OUTLETSCALE: 1/2" = 1'-0"E6.1
34 COMM OUTLET LABELING
SCALE: 1/2" = 1'-0"E6.1
12 EMERGENCY LIGHTING RELAY WITH OCCUPANCY SENSOR
SCALE: 12" = 1'-0"E6.1
23 EQUIPMENT LABELING
SCALE: 3/8" = 1'-0"E6.1
11 OCCUPANCY SENSOR WIRING DIAGRAM
SCALE: 3/8" = 1'-0"E6.1
42 TE0A CABLE TRAYSCALE: 3/8" = 1'-0"E6.1
41 TE0A LARGE SCALESCALE: 3/8" = 1'-0"E6.1
44 TE0B CABLE TRAYSCALE: 3/8" = 1'-0"E6.1
43 TE0B LARGE SCALE
SCALE: 3" = 1'-0"E6.1
22 GROUND BUS
SCALE: 1/2" = 1'-0"E6.1
51 TEOA ELEVATIONSCALE: 1/2" = 1'-0"E6.1
53 TEOB ELEVATION
KEYED NOTES
KEY
VALUE KEY TEXT
C1 PROVIDE CABLE DROP-OUTS AT EACH VERTICAL CABLEMANAGEMENT.
C3 PROVIDE VERTICAL RUNWAY FOR SUPPORT OF CABLESUP TO SLEEVES (TYPICAL).
C4 PROVIDE RADIUS CORNER BRACKETS FOR ALL CABLERUNWAY CORNERS (TYPICAL).
C6 PLYWOOD FROM 0'-4" TO 8'-4" ON ALL 4 WALLS.
C7 12 STRAND OS2 ARMORED. 12 STRAND OM4 ARMORED.
C12 SLEEVES THROUGH WALL. STACK AND ALIGN WITH CABLERUNWAY.
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7.1
20
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PR
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SH
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BU
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T &
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RU
CT
UR
AL D
EF
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NC
Y R
EN
OV
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EMD CURRENT: 66 A
CONNECTED CURRENT: 68 A
Motor 1656 VA 100.00% 1656 VA ESTIMATED DEMAND: 23606 VA
Appliance 11220 VA 100.00% 11220 VA CONNECTED LOAD: 24336 VA
Receptacle 11460 VA 93.63% 10730 VA
LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND PANEL TOTALS
TOTAL AMPS: 70 A 66 A 68 A
TOTAL LOAD: 8380 VA 7876 VA 8080 VA
41 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 42
39 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 40
37 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 38
35 SPARE 20 A 1 0 VA 1080 VA 1 20 A RECEPT-016 36
33 EXIST. RECEPT CENTER SO. REVENUE 20 A 1 0 VA 0 VA -- -- -- 34
31 SPARE 20 A 1 0 VA 0 VA 2 20 A RECEPT-DATA 003 UPS 32
29 SPARE 20 A 1 0 VA 720 VA 1 20 A RECEPT-DATA 003 30
27 SPARE 20 A 1 0 VA 900 VA 1 20 A RECEPT-RECEPTION 006 28
25 SPARE 20 A 1 0 VA 180 VA -- -- -- 26
23 RECEPT-CART STORAGE 002,003,007 20 A 1 720 VA 180 VA 2 15 A 28B-AGFA ACENTO IIE 24
21 EF-A009 20 A 1 1656 VA 180 VA 1 20 A RECEPT-PRE PRESS WORKSTATION... 22
19 RECEPT-DATA RM 003 20 A 1 1200 VA 180 VA 1 20 A RECEPT-PRE PRESS WORKSTATION EAST 20
17 EXIST. RECEPT. NORTH REVENUE 20 A 1 0 VA 1000 VA -- -- -- 18
15 RECEPT-CONFERENCE 012 20 A 1 900 VA 1000 VA 2 20 A 28A-AGFA ACENTO IIE 16
13 RECEPT-OPEN OFFICE 008 COPIER 20 A 1 1000 VA 2400 VA -- -- -- 14
11 RECEPT-OFFICE 010 20 A 1 720 VA 2400 VA 2 50 A 27-MITSUBISHI VDP 12
9 RECEPT-OFFICE 011 20 A 1 720 VA 180 VA 1 20 A RECEPT-PRE PRESS SOUTH WEST 10
7 RECEPT-OFFICE 013 20 A 1 1080 VA 180 VA 1 20 A RECEPT-PRE PRESS SOUTH 8
5 RECEPT-OFFICE 014 20 A 1 900 VA 360 VA 1 20 A 34-EPSON SURECOLOR 6
3 RECEPT-OFFICE 015 20 A 1 900 VA 1440 VA -- -- -- 4
1 RECEPT-OFFICE 018 20 A 1 720 VA 1440 VA 2 30 A 26-AB DICK 2
CKT CIRCUIT DESCRIPTION
BKR
TRIP POLES A B C POLES
BKR
TRIP CIRCUIT DESCRIPTION CKT
Type 1
NOTES: ALL CIRCUITS MARKED 'EXIST' SHALL BE RECIRCUITED TO NEW PANEL LOCATION.
MAIN BREAKER: 225 A WIRES: 4 SCCR: 7 kA
BUS RATING: 225 A PHASES: 3 FED FROM: SEE ONE-LINE
LOCATION: VOLTS: 120/208 Wye MOUNTING: FLUSH
PANEL: GA1
Spare 720 VA 50.00% 360 VA EMD CURRENT: 56 A
Other 114 VA 100.00% 114 VA CONNECTED CURRENT: 55 A
Appliance 6740 VA 100.00% 6740 VA ESTIMATED DEMAND: 20222 VA
Receptacle 8820 VA 100.00% 8820 VA CONNECTED LOAD: 19744 VA
Lighting 3350 VA 125.00% 4188 VA
LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND PANEL TOTALS
TOTAL AMPS: 58 A 67 A 43 A
TOTAL LOAD: 6739 VA 7840 VA 5160 VA
83 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 84
81 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 82
79 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 80
77 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 78
75 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 76
73 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 74
71 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 72
69 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 70
67 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 68
65 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 66
63 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 64
61 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 62
59 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 60
57 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 58
55 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 56
53 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 54
51 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 52
49 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 50
47 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 48
45 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 46
43 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 44
41 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 42
39 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 40
37 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 38
35 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 36
33 SPARE 20 A 1 0 VA 720 VA 1 20 A FIRE/SMOKE DAMPERS 34
31 SPARE 20 A 1 0 VA 1379 VA 1 20 A LTG-CORRIDOR, JANITOR, BATHROOM,... 32
29 SPARE 20 A 1 0 VA 1040 VA 1 20 A LTG-FUTURE LOGISTICS NORTH 30
27 RECEPT-BREAK RM EAST 20 A 1 900 VA 1040 VA 1 20 A LTG-FUTURE LOGISTICS SOUTH 28
25 RECEPT-BREAK RM NORTH 20 A 1 360 VA 900 VA 1 20 A RECEPT-CORRIDOR 26
23 (G) RECEPT-REFRIGERATOR 20 A 1 800 VA 720 VA 1 20 A (G) WATER COOLER - HALL 023 24
21 RECEPT-BREAK RM COUNTERTOP #2 20 A 1 360 VA 1260 VA 1 20 A RECEPT-BATHROOM, JANITOR 22
19 (G) RECEPT-MICROWAVE 20 A 1 1500 VA 720 VA 1 20 A RECEPT-LOGISTICS 030 EAST 20
17 RECEPT-GARBAGE DISPOSER 20 A 1 180 VA 720 VA 1 20 A RECEPT-LOGISTICS 030 EAST 18
15 RECEPT-BREAK RM COUNTERTOP #1 20 A 1 360 VA 1500 VA 1 20 A RECEPT-LOGISTICS 030 COPIER 16
13 (G) RECEPT-VENDING 20 A 1 800 VA 1080 VA 1 20 A RECEPT-LOGISTICS 030 COLUMNS 14
11 (G) RECEPT-VENDING 20 A 1 800 VA 900 VA 1 20 A RECEPT-LOGISTICS 030 SOUTH 12
9 (G) RECEPT-VENDING 20 A 1 800 VA 900 VA 1 20 A RECEPT-LOGISTICS 030 WEST 10
7 EXIST. WOMENS RM HAND DRYER 20 A 1 0 VA 0 VA 1 20 A EXIST. FPB GEORGE RM 8
5 EXIST. MENS RM HAND DRYER 20 A 1 0 VA 0 VA 1 20 A EXIST. FPB NORTHEAST 6
3 EXIST. WATER HEATER NW BATHROOM 20 A 1 0 VA 0 VA 1 20 A EXIST. FPB BATH & WORK AREA 4
1 EXIST. DISTILLER 20 A 1 0 VA 0 VA 1 20 A EXIST. WATER HEATER BY DARK RM 2
CKT CIRCUIT DESCRIPTION
BKR
TRIP POLES A B C POLES
BKR
TRIP CIRCUIT DESCRIPTION CKT
Type 1
NOTES: ALL CIRCUITS MARKED 'EXIST' SHALL BE RECIRCUITED TO NEW PANEL LOCATION.
MAIN BREAKER: 225 A WIRES: 4 SCCR: 10 kA
BUS RATING: 225 A PHASES: 3 FED FROM: SEE ONE-LINE
LOCATION: LOGISTICS 030 VOLTS: 120/208 Wye MOUNTING: SURFACE
PANEL: BB1
EMD CURRENT: 24 A
CONNECTED CURRENT: 21 A
Other 180 VA 100.00% 180 VA ESTIMATED DEMAND: 8716 VA
Receptacle 2700 VA 100.00% 2700 VA CONNECTED LOAD: 7549 VA
Lighting 4669 VA 125.00% 5836 VA
LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND PANEL TOTALS
TOTAL AMPS: 32 A 19 A 14 A
TOTAL LOAD: 3706 VA 2175 VA 1668 VA
41 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 42
39 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 40
37 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 38
35 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 36
33 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 34
31 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 32
29 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 30
27 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 28
25 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 26
23 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 24
21 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 22
19 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 20
17 SPARE 20 A 1 0 VA 720 VA 1 20 A RECEPT-COLOR COPY 019 18
15 SPARE 20 A 1 0 VA 180 VA 1 20 A RECEPT-COLOR COPY SOUTH EAST 16
13 SPARE 20 A 1 0 VA 360 VA 1 20 A RECEPT-COLOR COPY WEST 14
11 SPARE 20 A 1 0 VA 180 VA 1 20 A RECEPT-POWER POLE SOUTH 12
9 LTG-COLOR COPY 20 A 1 400 VA 180 VA 1 20 A RECEPT-UNDER PANEL GA2 10
7 LTG-OPEN OFFICE NORTH 20 A 1 1181 VA 720 VA 1 20 A RECEPT-020,021 8
5 LTG-OFFICE SOUTH 20 A 1 588 VA 180 VA 1 20 A RECEPT-COLOR COPY NORTH EAST 6
3 LTG-SECURED PRINT 20 A 1 1235 VA 180 VA 1 20 A RECEPT-PENDANT 4
1 LTG-DIGITAL GRAPHICS 20 A 1 1265 VA 180 VA 1 20 A RECEPT-POWER POLE NORTH 2
CKT CIRCUIT DESCRIPTION
BKR
TRIP POLES A B C POLES
BKR
TRIP CIRCUIT DESCRIPTION CKT
Type 1
NOTES:
MAIN BREAKER: 225 A WIRES: 4 SCCR: 7 kA
BUS RATING: 225 A PHASES: 3 FED FROM: SEE ONE-LINE
LOCATION: VOLTS: 120/208 Wye MOUNTING: SURFACE
PANEL: GA2
AHU CONNECTION SCHEDULE
MARK NO. VOLTAGE POLES VA MCA MOCP STARTER DISCONNECT
BRANCH CIRCUIT
P/N - G - C PANEL CIRCUIT NOTES
AHU-A009 480 V 3 9446 VA 37 A 40 A BY DIV 23 BY DIV 23 8 - 10 - 3/4" MCP 7 SEE ONE-LINEDIAGRAM
EXHAUST FAN CONNECTION SCHEDULE
VOLTAGE POLES HP VA FLA MCA MOCP STARTER DISCONNECT
BRANCH CIRCUIT
P/N - G - C PANEL CIRCUIT NOTES
EF-A009 120 V 1 3/4 1656 VA 13.8 A 17 A 20 A NEMA 0 BY DIV 23 12 - 12 - 3/4" GA1 21
EMD CURRENT: 6 A
CONNECTED CURRENT: 6 A
ESTIMATED DEMAND: 2220 VA
CONNECTED LOAD: 2220 VA
Receptacle 2220 VA 100.00% 2220 VA
LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND PANEL TOTALS
TOTAL AMPS: 10 A 4 A 4 A
TOTAL LOAD: 1220 VA 500 VA 500 VA
41 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 42
39 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 40
37 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 38
35 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 36
33 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 34
31 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 32
29 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 30
27 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 28
25 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 26
23 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 24
21 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 22
19 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 20
17 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 18
15 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 16
13 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 14
11 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 12
9 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 10
7 RECEPT-ELECTRICAL RM, UPS RM 20 A 1 720 VA 0 VA 1 20 A SPARE 8
5 RECEPT-FUTURE LOGISTICS 20 A 1 500 VA 0 VA 1 20 A SPARE 6
3 RECEPT-FUTURE LOGISTICS 20 A 1 500 VA 0 VA 1 20 A SPARE 4
1 RECEPT-FUTURE LOGISTICS 20 A 1 500 VA 0 VA 1 20 A SPARE 2
CKT CIRCUIT DESCRIPTION
BKR
TRIP POLES A B C POLES
BKR
TRIP CIRCUIT DESCRIPTION CKT
Type 1
NOTES:
MAIN BREAKER: 225 A WIRES: 4 SCCR: 11 kA
BUS RATING: 225 A PHASES: 3 FED FROM: SEE ONE-LINE
LOCATION: LOGISTICS 030 VOLTS: 120/208 Wye MOUNTING: SURFACE
PANEL: LAB
HUMIDIFIER CONNECTION SCHEDULE
MARK NO. LOCATION VOLTAGE POLES VA FLA MCA MOCP
BRANCH CIRCUIT
P - N - G PANEL CIRCUIT NOTES
H-A009 A009 480 V 3 10660 VA 38.5 A 48 A 50 A 6 - 10 - 1" MCP 5 SEE ONE-LINEDIAGRAM
LIGHT FIXTURE SCHEDULETYPE MANUFACTURER MODEL LAMP LOAD VOLTAGE STYLE DESCRIPTION
D1 GOTHAM EVO LED 1500LM4000K
18 VA UNV RECESSED ROUND GRIDDOWNLIGHT
6" DIAMETER DOWNLIGHT. GALVANIZED STEEL HOUSING WITH FLUSH WHITE TRIM.MEDIUM DISTRIBUTION, SEMI-SPECULAR FINISH
D2 GOTHAM EVO LED 1500LM4000K
18 VA UNV RECESSED ROUND FLANGEDDOWNLIGHT
SAME SPECS AS D1, EXCEPT FLANGE MOUNT.
P1a LITHONIA ZL1D LED 5000LM4000K
42 VA 120 LINEAR STRIP PENDANT 4' LOW PROFILE LINEAR STRIP FIXTURE. SNAP ON CLEAR DIFFUSER. WHITE COLDROLLED STEEL HOUSING. AIRCRAFT CABLE MOUNTED.
P1b LITHONIA ZL1D LED 7000LM4000K
67 VA 120 LINEAR STRIP PENDANT SAME SPECS AS FIXTURE P1A, EXCEPT LUMEN OUTPUT.
R1 LITHONIA GTL4 LED 3300LM4000K
35 VA 120 1X4 RECESSED FLANGEDTROFFER
COLD ROLLED STEEL HOUSING WITH WHITE FLUSH STEEL DOOR. PRISMATIC #12PATTERN ACRYLIC, 0.125" THICK LENS. BAKED WHITE ENAMEL FINISH.
R2a LITHONIA 2GTL2 LED 3300LM4000K
35 VA 120 2X2 RECESSED LENSED GRIDTROFFER
COLD ROLLED STEEL HOUSING WITH WHITE FLUSH STEEL DOOR. PRISMATIC #12PATTERN ACRYLIC, 0.125" THICK LENS. BAKED WHITE ENAMEL FINISH.
R2b LITHONIA 2GTL2 LED 4000LM4000K
40 VA 120 2X2 RECESSED LENSED GRIDTROFFER
SAME SPECS AS R1a, EXCEPT LUMEN OUTPUT
R3a LITHONIA 2FSL2 LED 3300LM4000K
35 VA 120 2X2 RECESSED GRID VOLUMETRIC COLD ROLLED STEEL COATED POLYESTER, PAINTED AFTER FABRICATION, SATINWHITE ACRYLIC DIFFUSER. 0-10V DIMMING.
R3b LITHONIA 2FSL2 LED 4000LM4000K
42 VA 120 2X2 RECESSED GRID VOLUMETRIC SAME SPECS AS R3a, EXCEPT LUMEN OUTPUT.
W1 LITHONIA ZL1D LED 5000LM4000K
42 VA 120 WALL MOUNT LINEAR STRIP SAME SPECS AS FIXTURE P1A, EXCEPT WALL MOUNTED. MOUNT AT 8'-0" UNO.
W3 LITHONIA ELM2 LED 4000K 6 VA 3.6 TWIN HEAD EMERGENCY LIGHT TWO LED LAMP HEADS. IMPACT RESISTANT THERMOPLASTIC HOUSING.INTEGRATED TEST SWITCH/PILOT LIGHT. HIGH-OUTPUT NI-CAD BATTERY. WHITEFINISH. WALL MOUNT AT 8'-0" UNO.
X1 LITHONIA LE-S-W-1-G LED 10 VA 120 SINGLE-SIDED EXIT SIGN UNIVERSAL MOUNT EXIT SIGN, AC POWER ONLY, DIE-CAST ALUMINUMCONSTRUCTION. SINGLE FACE, GREEN LETTERS, WHITE FINISH.
X2 LITHONIA LE-S-W-2-G LED 10 VA 120 DOUBLE-SIDED EXIT SIGN UNIVERSAL MOUNT EXIT SIGN, AC POWER ONLY, DIE-CAST ALUMINUMCONSTRUCTION. DOUBLE FACE, GREEN LETTERS, WHITE FINISH.
EMD CURRENT: 12 A
CONNECTED CURRENT: 12 A
ESTIMATED DEMAND: 4480 VA
Appliance 3400 VA 100.00% 3400 VA CONNECTED LOAD: 4480 VA
Receptacle 1080 VA 100.00% 1080 VA
LOAD CLASSIFICATION CONNECTED LOAD DEMAND FACTOR ESTIMATED DEMAND PANEL TOTALS
TOTAL AMPS: 14 A 15 A 10 A
TOTAL LOAD: 1620 VA 1700 VA 1160 VA
41 0 VA 1 20 A SPARE 42
39 EXIST. UPS RM MONITOR POWER 20 A 1 0 VA 0 VA 1 20 A SPARE 40
37 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 38
35 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 36
33 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 34
31 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 32
29 SPARE 20 A 1 0 VA 0 VA 1 20 A SPARE 30
27 -- -- -- 180 VA 0 VA 1 20 A SPARE 28
25 20-XEROX 700i 20 A 2 180 VA 0 VA 1 20 A SPARE 26
23 -- -- -- 80 VA 0 VA 1 20 A SPARE 24
21 21-EPSON STYLUS PRO 9900 20 A 2 80 VA 0 VA 1 20 A SPARE 22
19 14-CONTROLLER 20 A 1 360 VA 0 VA 1 20 A SPARE 20
17 -- -- -- 180 VA 180 VA -- -- -- 18
15 14B-DOCPRINT 135 50 A 2 180 VA 180 VA 2 50 A 16B-NUVERA 288 16
13 -- -- -- 180 VA 180 VA -- -- -- 14
11 14A-DOCPRINT 135 30 A 2 180 VA 180 VA 2 50 A 16A-NUVERA 288 12
9 17-CONTROLLER 20 A 1 360 VA 360 VA 1 20 A 15-CONTROLLER 10
7 -- -- -- 180 VA 180 VA -- -- -- 8
5 17B-DOCUTECH 180 HLC 50 A 2 180 VA 180 VA 2 50 A 15B-DOCUTECH 180 6
3 -- -- -- 180 VA 180 VA -- -- -- 4
1 17A-DOCUTECH 180 HLC 30 A 2 180 VA 180 VA 2 30 A 15A-DOCUTECH 180 2
CKT CIRCUIT DESCRIPTION
BKR
TRIP POLES A B C POLES
BKR
TRIP CIRCUIT DESCRIPTION CKT
Type 1
NOTES: ALL CIRCUITS MARKED 'EXIST' SHALL BE RECIRCUTED TO NEW PANEL LOCATION
MAIN BREAKER: 225 A WIRES: 4 SCCR: 4 kA
BUS RATING: 225 A PHASES: 3 FED FROM: SEE ONE-LINE
LOCATION: VOLTS: 120/208 Wye MOUNTING: FLUSH
PANEL: DOCUTEC