west creek academy - saugus union school district services/facilities/wc... · west creek academy...
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West Creek Academy
March 31st, 2016
28767 West Hils DriveSanta Clarita, California 91354
Saugus Union School District
Index of Drawings
INTERIM HOUSING
ADDRESS: 28767 WEST HILLS DRIVE, SANTA CLARITA 91354
OCCUPANCY: E & A3
CONSTRUCTION TYPE: V- B
SPRINKLERS: YES
TOTAL BUILDING AREA: 9,048 SQ FT
STORIES: 1
BUILDING HEIGHT:
NOTE: SEE CP1.1 FOR ADDITIONAL CODE ANALYSIS
Building Information Project Directory
General Notes
Project ScopeADDITION OF FOUR (4) RELOCATABLE CLASSROOM BUILDINGS
FIRE ALARM SYSTEM CONNECTED TO THE CAMPUS FIRE ALARM SYSTEM
RELATED SITE AND ACCESSIBLE PATH OF TRAVEL;FINE GRADINGFLATWORKSITE UTILITIES
Vicinity Map
Symbol Legend Statement of General Conformance
PTN 64998-55
CO
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WEST CREEK DR.
WEST HILLS DRIVE
WEST CREEK ACADEMY CAMPUS
EXISTING FIRE ACCESS LANE
PROPOSED FIRE ACCESS LANE
SCOPE OF WORK
PROPOSED BUILDING
STATEMENT OF GENERAL CONFORMANCE
FOR ARCHITECTS/ENGINEERS WHO UTILIZE PLANS,INCLUDING BUT NOT LIMITED TO SHOP DRAWINGS, PREPARED BY
OTHER LICENSED DESIGN PROFESSIONALS AND/OR CONSULTANTS
FOR THE FOLLOWING DRAWINGS OR SHEETS:
ALL CIVIL DRAWINGS PER "INDEX OF DRAWINGS " ON SHEET 0.0-1HAVE BEEN PREPARED BY OTHER DESIGN PROFESSIONALS OR CONSULTANTS WHO ARELICENSED AND/OR AUTHORIZED TO PERPARE SUCH DRAWINGS IN THIS STATE. THESEDRAWINGS OR SHEETS HAVE BEEN EXAMINED BY ME FOR:
1. DESIGN INTENT AND APPEARS TO MEET THE APPROPRIATE REQUIREMENTS OF TITLE 24, CCR, AND THE PROJECT SPECIFICATIONS PREPARED BY ME, AND2. COORDINATION WITH MY PLANS AND SPECIFICATIONS AND IS ACCEPTABLE FOR INCORPORATION INTO THE CONSTRUCTION OF THIS PROJECT.
THIS STATEMENT OF GENERAL CONFORMANCE SHALL NOT BE CONSTRUED AS RELIEVINGME OF MY RIGHTS, DUTIES, AND RESPONSIBILITIES UNDER SECTION 17302 AND 81138 OFTHE EDUCATION CODE AND SECTIONS 4-306, 4-341, AND 4-344 OT THE TITLE 24 , PART 1.(TITLE 24, PART 1, SECTION 4-317(b)).
I FIND THAT:
ARE IN GENERAL CONFORMANCE WITH THEPROJECT DESIGN,
AND
HAVE BEEN COORDINATED WITH THEPROJECT PLANS AND SPECIFICATIONS.
ALL DRAWINGS OR SHEETS LISTED ON THE COVER OR INDEX SHEET
THIS DRAWING OR PAGE
ARE IN GENERAL CONFORMANCE WITH THEPROJECT DESIGN INTENT,
AND
HAVE BEEN COORDINATED WITH THEPROJECT PLANS AND SPECIFICATIONS.
LICENSE NUMBER EXPIRATION DATE
PRINT NAME
ARCHITECT OR ENGINEER DESIGNATED TO BE INGENERAL RESPONSIBLE CHARGE
SIGNATURE DATE
LICENSE NUMBER EXPIRATION DATE
PRINT NAME
ARCHITECT OR ENGINEER DELEGATEDRESPONSIBILITY FOR THIS PORTION OF THE WORK
SIGNATURE DATE
FOR EACH DISCIPLINE (SEE SHEET INDEX FOR LIST OF DISCIPLINES)
VIRGINIA MARQUARDT, AIA
C 33423 06/30/2017
GENERAL;0.0 COVER SHEET0.1 SYMBOLS, ABBREVIATIONS and GENERAL NOTESFP-01 FIRE ACCESS PLAN
CIVIL;C-0.0 TITLE SHEETC-1.0 DEMOLITION PLANC-1.1 EROSION AND SEDIMENT CONTROL PLANC-2.0 FINE GRADING & DRAINAGE PLAN
ARCHITECTURAL;CP1.1 CODE PLANAS1.00 ARCHITECTURAL SITE PLANAS1.01 SITE DETAILS
ELECTRICAL;E0.0 GENERAL NOTES AND SYMBOL LISTE0-1 ELECTRICAL SPECIFICATIONSE1.1 ELECTRICAL SITE PLANE1.2 ELECTRICAL SITE PLAN, ENLARGEDE2-1 ENLARGED POWER AND DATA PLANE3-1 ENLARGED FIRE ALARM PLANE4-1 ELECTRICAL DETAILSE5-1 ELECTRICAL ONE-LINE DIAGRAM
PORTABLE BUILDING PC DRAWINGS
DSA # 04-103659ARCHITECTURAL
T TITLE SHEETG.1 GENERAL SPECIFICATIONSG.2 SPECIFICATIONS AND SCHEDULESG.3 ARCHITECTURAL STANDARD DETAILSG.4 PLUMBING GENERAL NOTE AND DETAILSA.1.24 24'x40' FLOOR PLAN, ELEVATION & ROOF PLAN (DUAL PITCH)A.3.24 24'x40' INTERIOR ELEVATIONSA.4.24 24'x40' REFLECTED CEILING PLAN & DETAILSM.1.24 24'x40' MECHANICAL PLANM.1.24 24'x40' ELECTRICAL PLAN
STRUCTURAL
S.1 STRUCTURAL GENERAL NOTES.1A WELDING REQUIREMENTS GENERAL NOTESS.5A 80 MPH DOUBLE STOP COLD ROLLED/TRUSS RIGID FRAMES.6 90 MPH RIGID FRAME SECTION & DETAILSS.10 80 & 90 MPH FLOOR CONSTRUCTION DETAILSS.11 80 & 90 MPH FLOOR FRAMING PLANS.20 80 MPH WALL FRAMING WOOD STUDSS.20A 80 & 90 MPH WALL FRAMING STEEL STUDSS.21 90 MPH EXTERIOR WALL FRAMING STUDSS.25 80 & 90 MPH STEEL STUD FRAMING DETAILS.26 80 & 90 MPH STEEL STUD FRAMING DETAILS.30 80 & 90 MPH INT. AND EXT. WALL CONSTRUCTION DETAILSS.40 80 MPH ROOF CONSTRUCTION PLAN 20 & 30 PSF ROOFS.41 80 MPH ROOF CONSTRUCTION PLAN 20 & 30 PSF ROOFS.60 80 & 90 MPH ROOF CONSTRUCTION DETAILS FOR COLD ROLLED WITH METAL ROOFING 20 & 30 PSF ROOFS.70 80 MPH STEEL TRUSS FOR DOUBLE PITCHED ROOF (20 PSF)S.70A 80 MPH STEEL TRUSS FOR DOUBLE PITCHED ROOF (30 PSF)S.73 90 MPH STEEL TRUSS FOR DOUBLE PITCHED ROOF (20 PSF)S.73A 90 MPH STEEL TRUSS FOR DOUBLE PITCHED ROOF (30 PSF)R-1 RAMP FRAMING PLAN AND DETAILS
DSA # 04-106743ARCHITECTURAL
CS COVER SHEET, BLDG DATA, SHEET INDEXG.1 GENERAL NOTES AND SPECIFICATIONSG.2 CONSTRUCTION NOTES, BLDG, MATERIALS, DOOR, WINDOW & SCHEDULESG.4 STANDARD ARCHITECTURAL DETAILSA.1.24 24'X40' FLOOR PLAN, DUAL SLOPE EXTERIOR ELEVATIONS & ROOF PLANA.2.24 24'X40' INTERIOR ELEVATIONSA.3.24 24'X40' REFLECTED CEILING PLAN & DETAILSM.1.24 24'X40' MECHANICAL PLANE.1.24 24'X40' ELECTRICAL LIGHTING/POWER PLAN & FIRE ALARM
STUCTURAL
S.1 GENERAL NOTES & SPECIFICATIONSS-5 RIGID FRAME SECTRIONS & DETAILS, DUAL SLOPE W/ LIGHT GA SIDEWALL BEAM W/ TRUSS @ MODLINE W/ PLYWOOD FLOOR (80 MPH WIND)S.10 FLOOR FRAMING PLAN & DETAILS W/PLYWOOD FLOOR (80 & 90 MPH WIND)S.20 EXTERIOR WALL FRAMING ELEVATIONS (WOOD STUDS, 80 MPH WIND)S.30 WOOD STUD WALL FRAMING DETAILS (80 MPH WIND)S.41 ROOF FRAMING PLAN W/22 GA. ROOF (80 & 90 MPH WIND)S.51 ROOF FRAMING DETAILS W/22 GAUGE ROOF (80 & 90 MPH WIND)S.60 DUAL SLOPE TRUSS & DETAILS 20 PSF ROOF (80 MPH WIND)
R-1 RAMP FRAMING & DETAILS (4'-0" WIDE RAMP)
FOUNDATION
F-1 WOOD PAD FPUNDATION & DETAILS (50 PSF FLOOR, 20 &
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PARTIAL LIST OF APPLICALBE STANDARDS:
2013 CALIFORNIA BUILDING CODE (FOR SFM) REFERENCED STANDARDS CHAPTER 35NFPA 17 DRY CHEMICAL EXINGUISHING SYSTEMS 2002 EDITIONNFPA 17A WET CHEMICAL EXINGUISHING SYSTEMS 2002 EDITION
NFPA 24 PRIVATE FIRENFPA 72 NATIONAL FIRE ALARM CODE (CALIFORNIA AMENDED) 2010 EDITION(NOTE: SEE UL STANDARD 1971 FOR "VISUAL DEVICES")NFPA 80 FIRE DOOR AND OTHER OPENING PROTECTIVES 2007 EDITIONNFPA 253 CRITICAL RADIANT FLUX OF FLOOR COVERING SYSTEMS 2006 EDITION2005 NFPA 110 EMERGENCY AND STANDBY POWER SYSTEMSASTM STANDARD CHANGES (EXAMPLE: ASTM E648-04 STANDARD TEST METHOD FORCRITICAL RADIANT FLUX OF FLOOR)UL STANDARD CHANGES (EXAMPLES :2005 UL 38 MANUAL OPERATING SIGNAL BOXESAND 2005 UL 1424 CABLES FOR POWER- LIMITED FIRE PROTECTIVE SIGNALING CIRCUITS)TITLE 19 CCR STATE FIRE MARSHAL REGULATIONS2003 UL 464 AUDIBLE SIGNAL APPLIANCES1999 UL 521 HEAT DETECTORS FOR FIRE PROTECTIVE SIGNALING SYSTEMS 2002 UL 1971 SIGNALING DEVICES FOR THE HEARING IMPAIRED
LIST OF CODES AND STANDARDS
PART 1 2013 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE, TITLE 24 C.C.R.PART 2 2013 CALIUFORNIA BUILDING CODE, TITLE 24 C.C.R.
(2012 INTERNATIONAL BUILDING CODE OF THE INTERNATIONAL CODE COUNCIL, WITH CALIFORNIA AMENDMENTS)PART 3 2013 CALIFORNIA ELECTRICAL CODE, TITLE 24 C.C.R.
(2012 NATIONAL ELECTRICAL CODE OF THE NATIONAL FIRE PROTECTION ASSOCIATION, NFPA)PART 4 2013 CALIFORNIA MECHANICAL CODE, TITLE 24 C.C.R.
(2012 UNIFORM MECHANICAL CODE OF THE INTERNALTIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS, IAPMO)PART 5 2013 CALIFORNIA PLUMBING CODE, TITLE 24 C.C.R.
(2012 UNIFORM PLUMBING CODE OF THE INTERNATIONAL ASSOCIATION OF PLUMBING AND MECHANICAL OFFICIALS, IAPMO)PART 6 2013 CALIFORNIA ENERGY CODE, TITLE 24 C.C.R.PART 9 2013 CALIFORNIA FIRE CODE, TITLE 24 C.C.R.
(2012 INTERNATIONAL FIRE CODE OF THE INTERNATIONAL CODE COUNCIL)PART 10 2010 CALIFORNIA EXISTING BUILDING CODE, TITLE 24, C.C.R.
(2009 INTERNATIONAL EXISTING BUILDING CODE OF THE INTERNATIONAL CODE COUNCIL, WITH AMENDMENTS)PART 11 2010 CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN CODE), TITLE 24 C.C.R.PART 12 2010 CALIFORNIA REFERENCED STANDARDS CODE, TITLE 24 C.C.R.
DSA REQUIREMENTS- ALL WORK SHALL CONFORM TO 2013 EDITION, TITLE 24 CALIF. CODE OF REGULATIONS (CCR)- CHANGES TO THE APPROVED DRAWINGS AND SPECIFICATIONS SHALL BE MADE BY ADDENDA OR CHANGE ORDERS APPROVED BY THE DIVISION OF THE
STATE ARCHITECT, AS REQUIRED BY SECTION 4-338, PART I, TITLE 24, CALIFORNIA CODE OF REGULATIONS.- GRADING PLANS, DRAINAGE AND ROAD IMPROVEMENTS, AND ENVIRONMENTAL HEALTH CONSIDERATIONS SHALL COMPLY WITH ALL LOCAL ORDINANCES.- A CLASS 3 INSPECTOR CERTIFIED BY THE DIVISION OF THE STATE ARCHITECT, EMPLOYED BY THE OWNER, AND APPROVED BY THE DIVISION OF THE STATE
ARCHITECT SHALL PROVIDE CONTINUOUS INSPECTION OF THE WORK. THE DUTIES OF THE INSPECTOR ARE DEFINED IN SECTION 4-342, PART I, TITLE-24,CALIFORNIA CODE OF REGULATIONS.
- COMPLIANCE WITH CFC CHAPTER 14 - FIRE SAFETY DURING CONSTRUCTION AND DEMOLITION.- A DSA ACCEPTED TESTING LABORATORY DIRECTLY EMPLOYED BY THE SCHOOL BOARD SHALL CONDUCT ALL REQUIRED TESTS AND INSPECTIONS FOR THE PROJECT.- THE TEMPORARY CERTIFICATION GRANTED UNDER THIS APPLICATION PER THE CALIFORNIA ADMINISTRATIVE CODE, SECTION 4-302 (b) IS VALID FOR TWENTY-FOUR MONTHS.
CLIENTSAUGUS UNION SCHOOL DISTRICT24930 AVENUE STANFORDSANTA CLARITA, CA 91355MAGDY [email protected](661) 294-5300
DESIGN TEAMDLR GROUP3130 WILSHIRE BLVD., 6TH FLOORSANTA MONICA, CALIFORNIA 90403CONTACT: VIRGINIA [email protected](310) 828-0040
CIVIL ENGINEERPSOMAS28480 AVENUE STANFORD, STE 200SANTA CLARITA, CA 91355DAVID [email protected](661) 705-4439
GEOTECHNICAL ENGINEERRMA GEOSCIENCE, INC.9854 GLENOAKS BLVDSUN VALLEY, CA 91352MARK [email protected](800) 762-4396
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 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 VALVEGW 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 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 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 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 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 SECONDARYSECT SECTIONSECY SECRETARYSENS SENSIBLESF SQUARE FOOTSF SUPPLY FANSFCMU SPLIT-FACED CONCRETE MASONRY UNITSFU STRUCTURAL FACING UNITSGL SINGLESH SHOWERSHEATH SHEATHINGSHM SECURITY HOLLOW METALSHT SHEETSHWSOFT 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 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 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 WALLCOVERING
W 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 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 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 REFERENCE
DETAIL 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
GYM FLOOR
STEEL
PRECAST CONCRETE
CONCRETE
SAND
EARTH
CASEWORKELEVATION
SIMILAR OR TYPICAL REFERENCE
SIMILAR OR TYPICAL REFERENCE
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DESCRIPTION
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BUILDING SECTION
GENERAL NOTES APPLY TO ALL SHEETS.
DIMENSIONS ARE ACTUAL AND ARE TO FACE OF STUDS UNLESS NOTED OTHERWISE.
THE OWNER SHALL FURNISH AND INSTALL ALL EQUIPMENTS AND FURNITURES.
INCLUDE OWNER-FURNISHED AND INSTALLED ITEMS AND OWNER FURNISHED AND CONTRACTOR INSTALLED ITEMS IN THECONSTRUCTION SCHEDULE, AND COORDINATE WITH OWNER TO ACCOMMODATE THESE ITEMS.
REFER TO CIVIL DRAWINGS FOR ACTUAL ELEVATION OF ARCHITECTURAL FINISH FLOOR ELEVATION 0’-0”
ALL PARTS OF THE WORK - INCLUDING MATERIALS, METHODS, ASSEMBLIES, ETC - MUST COMPLY WITH THE MIN REQUIREMENTS OFTHE GOVERNING REGULATIONS OF ALL FEDERAL, STATE, DISTRICT, AND LOCAL AUTHORITIES HAVING JURISDICATION OVER THEPROJECT AS WELL AS THOSE GREATER REQUIREMENTSINDICATED BY THE CONTRACT DOCUMENTS. NO PART OF THE CONTRACTDOCUMENTS MAY BE CONSTRUED TO REQUIRE OR PERMIT WORK CONTRARY TO A GOVERNING REGULATION.
THE ARCHITECTURAL DRAWINGS ARE A PART OF A LARGER SET OF DRAWINGS WHICH, WHEN COMPLETE, CONSISTS OF ALLDRAWINGS LISTED BY THE INDEX OF DRAWINGS. THE WORK DESCRIBED BY THE DRAWINGS OF ANY ONE DISCIPLINE MAY BEAFFECTED BY THE WORK DESCRIBED ON DRAWINGS OF ANOTHER DISCIPLINE AND MAY REQUIRE REFERENCE TO THE DRAWINGSOF NOTHER DISCIPLINE. PARTIAL SETS OF DRAWINGS ARE INCOMPLETE AND SHOULD NOT BE DISTRIBUTED OR UTILIZED BY THECONTRACTOR. IT IS THE CONTRACTOR'SRESPONSIBILITY TO REVIEW AND COORDINATE THE WORK OF ALL SUBCONTRACTORS, TRADES, AND SUPPLIERSWITH THEREQUIREMENTS OF THE CONTRACT DOCUMENTS BEFORE COMMENCING CONSTRUCTION, AND TO ASSURE THAT ALL PARTIESARE AWARE OF ALL REQUIREMENTS, REGARDLESS OF WHERE THE REQUIREMENTS OCCUR IN THE CONTRACT DOCUMENTS, WHICHMIGHT AFFECT THE WORK OF THAT PARTY.
AS PART OF THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE WORK OF ALL SUBCONTRACTORS, TRADES, ANDSUPPLIERS, THE CONTRACTOR SHALL ENDEAVOR TO IDENTIFY AND NOTIFY THE ARCHITECT OF ANY CONFLICTS BETWEEN THEWORK OF DIFFERENT PARTIES AT THE EARLIEST POSSIBLE DATE SO AS TO ALLOW REASONABLE AND ADEQUATE TIME FOR THECONFLICT TO BE RESOLVED WITHOUT DELAYING THE WORK. ALL DEVIATIONS FROM THAT WHICH IS REQUIRED BY THE CONTRACTDOCUMENTS MUST BE APPROVED IN ADVANCE BY THE ARCHITECT.
THE ARCHITECTURAL DRAWINGS ESTABLISH AND COORDINATE THE FINISHED APPEARANCE AND EXACT LOCATION OF ALLEXPOSED ELEMENTS OF THE WORK OF ALL TRADES, INCLUDING THAT WORK WHICH IS ILLUSTRATED PRIMARILY ON DRAWINGS OFOTHER DISCIPLINES. LOCATIONS SHOWN ON OTHER DRAWINGS ARE SCHEMATIC, UNLESS OTHERWISE NOTED ON THEARCHITECTURAL DRAWINGS. THE ARCHITECTURAL DRAWINGS TAKE PRECEDENCE FOR THE FINISHED APPEARANCE AND EXACTLOCATION OF ALL PARTS OF THE WORK.
REFER TO THE ELECTRICAL, AND PLUMBING DRAWINGS FOR THE DETAILED DESIGN OF MECHANICAL, ELECTRICAL, ANDPLUMBING SYSTEMS, OF WHICH PORTIONS MAY BE SHOWN ON THE ARCHITECTURAL DRAWINGS.
ADDITIONAL SYMBOLS, NOT SHOWN OR DEFINED ON THE DRAWING "ARCHITECTURAL SYMBOLS", MAY OCCUR AND ARE DEFINEDON OTHER ARCH DRAWINGS.
ROOM NAMES AND NUMBERS NOTED ON THE CONTRACT DRAWINGS MAY NOT REPRESENT THE FINAL ROOM NAMES AND NUMBERSTO BE INSTALLED UNDER THE SIGNAGE DRAWINGS. CONTRACTOR TO COORDINATE WITH OWNER FINAL NUMBER AND GRAPHICS.
CAULKING NOTE: CAULKING CAVITY SHALL BE NO LARGER THAN 3/8" WITH BACKER ROD.
GENERAL NOTES
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NC 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 MINUTERPZ 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
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ROOM NAME
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START
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SAFE DISPERSAL
NO PARKING
DROP OFFLANE
NO
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PLAYGROUND
LUNC
H
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(E) FIRE HYDRANT
(E) FIRE HYDRANT
(E) FIRE HYDRANT
(E) FIRE HYDRANT
(E) FIRE HYDRANT
(E) FIRE HYDRANT
(E) FIRE LANE
WHITE STRIPING, SEE NOTE #4
FIRE LANE MARKING, SEE NOTE #3
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WHITE STRIPING,SEE NOTE 4
(E) FDC LOCATION
BUILDING 'B'MEDIAA#03-110267
BUILDING 'B'ADMINA#03-110267
BUILDING 'C-3'CLASSROOMS2 STORYA#03-110267
BUILDING 'C-2'CLASSROOMS2 STORYA#03-110267
BUILDING 'C-1'CLASSROOMS2 STORYA#03-110267
BUILDING 'A'MULTI-PURPOSEA#03-110267
DAY CARE BUILDING1 STORYA#03-112442
PROPOSED RELOCATABLE CLASSROOM BUILDINGS
FUTURE RELOCATABLECLASSROOM BUILDING
129' - 0" 129' - 7 1/4"
EXISTING
FUTURE
ACCESSIBLE PATHOF TRAVEL
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NORTHSCALE: 1" = 30'-0"
SITE PLAN - FIRE ACCESS
FIRE DEPARTMENT NOTES;
1. FIRE LANE SHALL BE 20'-0" WIDE MINIMUM, ASPHALT PAVING
2. GATES IN THE FIRE LANE SHALL BE 20'-0" WIDE, CLEAR. WITH (2) 10'-0" LEAFS.
3. PROVIDE PAINTED LETTERING ON THE FIRE LANE IN WHITE TRAFFIC PAINT "NO PARKING - FIRE LANE". LETTERS TO BE 12" TALL.
4. PROVIDE 3" WIDE WHITE STRIPE DEFINING THE 20'-0" WIDE FIRE LANE THROUGH THE PLAY GROUND AREA.
5. FIRE DEPARTMENT VEHICULAR ACCESS ROADS MUST BE INSTALLED AND MAINTAINED IN A SERVICABLE MANNER PRIOR TO AND DURING THE TIME OF CONSTRUCTION. FIRE CODE 901.3
LEGEND;
EXISTING FIRE LANE
SCHOOL ADDRESS;
28767 WEST HILLS DRIVE,SANTA CLARITA 91354
C-0
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JOB ADDRESS:
CIVIL ENGINEER:
OWNER:SAUGUS UNION SCHOOL DISTRICT24930 AVENUE STANFORDVALENCIA, CA 91355
PSOMAS28480 AVENUE STANFORD, SUITE 200SANTA CLARITA, CA 91355TEL. (661) 219-6000ATTN.: DAVID MARTIN
28767 WEST HILLS DRIVESANTA CLARITA, CA 91355
ABBREVATIONS:PL PROPERTY LINEBDRY BOUNDARYR/W RIGHT OF WAYC/L CENTERLINEEX/EXIST EXISTINGESMT EASEMENTMAX MAXIMUMMIN MINIMUMTC TOP OF CURBTW TOP OF WALLBW BACK OF WALKEG EDGE OF GUTTEREP EDGE OF PAVEMENTC&G CURB AND GUTTERCONC CONCRETEAC ASPHALT CONC PAVEMENTPVMT PAVEMENTCLF CHAIN LINK FENCETG TOP OF GRATEGB GRADE BREAKFG FINISHED GRADEFS FINISHED SURFACEFF FINISH FLOORHP HIGH POINTLP LOW POINTFL FLOWLINEINV INVERTUT UTILITYJT JOINT TRENCHSD STORM DRAINSS SANITARY SEWERW WATER
DW DOMESTIC WATERFW FIRE WATERRW RECLAIMED WATERI / IRRI IRRIGATIONICV IRRIGATION CONTROL BOXG GASE ELECTRICT TELEPHONECOM COMMUNICATIONSL STREET LIGHTTS TRAFFIC SIGNALTSPB TRAFFIC SIGNAL PULL BOXE-OH ELECTRIC (OVERHEAD)T-OH TELEPHONE (OVERHEAD)SDMH STORM DRAIN MANHOLESSMH SEWER MANHOLEEMH ELECTRIC MANHOLEE VLT ELECTRIC VAULTEPB ELECTRIC PULL BOXTMH TELEPHONE MANHOLET VLT TELEPHONE VAULTTPB TELEPHONE PULL BOXCB CATCH BASINRCP REINFORCE CONCRETE PIPEFH FIRE HYDRANTFDC FIRE DEPT CONNECTIONWV WATER VALVEW VLT WATER VAULTPOC POINT OF CONNECTIONRMV REMOVERELO RELOCATEABN ABANDONRMN REMAIN
WEST CREEK ACADEMY28767 WEST HILLS DRIVESANTA CLARITA, CA 91355
SHEET INDEXNO. TITLEC-0.0 TITLE SHEET
C-1.0 DEMOLITION PLAN
C-1.1 EROSION AND SEDIMENT CONTROL PLAN
C-2.0 FINE GRADING & DRAINAGE PLAN
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3/31/2016
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PROPOSEDASPHALTPAVINGLIMITS
PROPOSEDASPHALTPAVINGLIMITS
PROPOSEDASPHALTPAVINGLIMITS
N:4278799.16E:4116295.65
N:4278763.00E:4116433.92
N:4278823.19E:4116457.25
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LEGENDEXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
REMOVE EXISTING LANDSCAPE AREA(GRASS)
SCALE: 1" = 10'DEMOLITION PLAN
N
EXISTING LANDSCAPE AREA (GRASS)1
1. CONSTRUCTION WASTE SHALL BE REDUCEDBY 65%. CONSTRUCTION WASTE MUST BEHANDLED BY A CITY OF LOS ANGELESCERTIFIED HAULER.
2. 100% OF EXCAVATED SOIL AND VEGETATIONRESULTING FROM LAND CLEARING SHALL BEREUSED OR RECYCLED
3. REFER TO GRN 5 FORM FOR ADDITIONALREQUIREMENTS
MATERIAL CONSERVATIONAND RESOURCEEFFICIENCY NOTES:
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WM-1
WM-9
TC-1
SE-8
SE-8
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SCALE: 1" = 10'EROSION & SEDIMENT CONTROL PLAN
N
TEMPORARY CONSTRUCTION FENCE
GRAVEL BAG BARRIER
STABILIZED CONSTRUCTION ENTRANCE/EXIT
MATERIAL DELIVERY AND STORAGE
CONCRETE WASTE MANAGEMENT
SANITARY WASTE MANAGEMENT
SE-8
TC-1
STABILIZED CONSTRUCTIONENTRANCE / EXIT
NOT TO SCALE
TC-1-
WM-1
WM-8
WM-9
LEGEND:
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28480 Avenue Stanford, Suite 200Santa Clarita, CA 91355(661) 219-6000 (661) 775-2718 faxwww.psomas.com
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1344.40FS
1
1
1
1
1
1
2
2
2
2PROPOSEDMOBILEMODULARBUILDING
PROPOSEDMOBILEMODULARBUILDING
PROPOSEDMOBILEMODULARBUILDING
PROPOSEDMOBILEMODULARBUILDING
1343.94FS
1344.10FS
1345.04FS
1345.66FS
1344.83FS
1344.26FS
1344.95FS
1344.18FS
1344.27FS
1344.36FS
1344.36FS
1344.45FS
1344.46FS
1344.54FS
1345.08FS
1345.09FS
1345.20FS
1345.21FS
1345.33FS
4
4
6
4
6
4
5
5
5
5
1
PROPOSEDFENCE
PROPOSEDFENCE
FUTUREMOBILEMODULARBUILDINGPAD
1.7%
1.7%
1.8%
1.9%
2.0%
0.3%
0.9%
0.9%
1.1%
1.5%
1344.56FS
1344.64FS
1345.47FS
1345.35FS
1
8.00
'
1
1
JOINEXISTING
JOINEXISTING
1345.12FS
1345.36FS
1345.57FS
1345.07FS
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CONSTRUCTION NOTES
LEGENDEXISTING MAJOR CONTOUR
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
PROPOSED BUILDING OUTLINE
SCALE: 1" = 10'FINE GRADING AND DRAINAGE PLAN
N
CONSTRUCT 2.5" A.C. PAVEMENT OVER 4" CLASS 2AGGREGATE BASE PER DETAIL 1
INSTALL RAMP PER MOBILE MODULAR DSA FOUNDATIONPLANS
LANDSCAPE AREA TO REMAIN IN PLACE
EXTEND PAVING AT 2:1 SLOPE TO MEET EXISTINGLANDSCAPE SURFACE (GRASS)
PROPOSED TREE WELL
MATCH PROPOSED PAVING TO EXISTING MOW STRIP
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Aca
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Civil Engineer
28480 Avenue Stanford, Suite 200Santa Clarita, CA 91355(661) 219-6000 (661) 775-2718 faxwww.psomas.com
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TYPICAL ASPHALT SECTIONNOT TO SCALE1
2.5"
AGGREGATEBASE
ACPAVEMENT
EXISTINGIN-SITU
MATERIAL - 95%RECOMPACTED
12"
3/31/2016
CP1.1
CP1.1
4
5
12' - 0"
24' - 0"24' - 0"24' - 0"2' - 0"2' - 0"
ASPHALT PAVING
FUTURE MODULARCLASSROOM
(E) ASPHALT PLAY GROUNDSTRENGTHED FOR FIRE TRUCK ACESS
(E) ASPHALT PLAY GROUND
(E) WALKWAY ASPHALT PAVING
JOIN FLUSH
(E) PLANTING (GRASS PLAYING FIELD)
(E) PLANTING (GRASS PLAYING FIELD)WALKWAY ASPHALT PAVING
PROPERTY LINE
24' - 0"2' - 0"
JOIN FLUSH
41' -
6".
8' -
0".
POT, SEE AS1.00 FOR CONTINUATION
FF1344.63'FF 1344.66'FF 1344.69'FF 1344.72'
UPPER LANDING
ACCESSIBLE RAMP6' - 0"AS1.01
16
TYP.
ACCESSIBLE PATH OF TRAVEL, SEE NOTES ON AS1.00
8' -
0"
27' -
6"
86' - 0"
8' -0" DIA. TREE WELLAT (E) TREES, TYP.SEE NOTE #6
EQUIPMENT PADAS1.01
26
35' -
6"
MECHANICAL YARD
3'-0" CHAINLINKGATE, SE NOTE 7
40' - 0"
JOIN FLUSH
NOTES;
1. DESIGN PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE STATEMENT;
THE ACCESSIBLE PATH OF TRAVEL (POT) IDENTIFIED IN THESE CONSTRUCTION DOCUMENTS IS COMPLIANT WITH THE CURRENT APPLICABLECALIFORNIA BUILDING CODE ACCESSIBILITY PROVISIONS FOR PATH OF TRAVEL REQUIREMENTS FOR ALTERATIONS, ADDITIONS ANDS STRUCTURAL REPAIRS.AS PART OF THE DESIGN OF THIS PROJECT, THE POT WAS EXAMINED AND ANY ELEMENTS, COMPONENTS OR PORTIONS OF THE POT THAT WERE DETERMINEDTO BE NON-COMPLIANTA) HAVE BEEN IDENTIFIED AND B) THE CORRECTIVE WORK NECESSARY TO BRING THEM INTO COMPLIANCE HAS BEEN INCLUDED WITHIN THE SCOPE OF THISPROJECT'S WORK THROUGH DETILS, DRAWINGS, AND SPECIFICATIONS INCORPORATED INTO THESE CONSTRUCTION DOCUMENTS. ANY NON-COMPLIANT ELEMENTS,COMPONENTS OR PORTIONS OF THE POT THAT WILL NOT BE CORRECTED BY THIS PROJECT BASED ON VALUATION THRESHOLD LIMITATIONS OR A FINDING OFUNREASONABLE HARDSHP NARE SO INDICATED IN THESE CONSTRUCTION DOCUMENTS.DURING CONSTRUCTION, IF POT ITEMS WITHIN THE SCOPE OF THE PROJECT REPRESENTED AS CODE COMPLIANT ARE FOUND TO BE NON-CONFORMING BEYONDREASONABLE CONSTRUCTION TOLERANCES, THEY SHALL BE BROUGHT INTO COMPLIANCE WITH THE CBC AS PART OF THIS PROJECT BY MEANS OF A CONSTRUCTIONCHANGE DOCUMENT.
2. BUILDING ANALYSIS;
OCCUPANCY GROUP; ECONSTRUCTION TYPE; TYPE V-BAUTOMATIC SPRINKLER SYSTEM; NO(4) PORTABLE BUILDINGS, CONSIDERED AS (1) BUIDLING PER CBC 503.1.2.
GROSS SQUARE FOOTAGE OF 1080 SF PER PORTABLE X (4) PORTABLES = 4,320 SF.CBC TABLE 503, MAXIMUM ALLOWABLE SF FOR A TYPE V-B, GROUP 'E' BUILDING IS = 9,500 SF.
3. DETERIORATION OR EXISTING NON-COMPLIANT CONSTRUCTION;
IF ANY CONDITION IS DISCOVERED WHICH, IF LEFT UNCORRECTED, WOULD MAKE THE BUILDING NON-COMPLIANT WITH THE REQUIREMENTS OF THE EDITION OF THE CBCIN FORCE AT THE TIME OF ORIGINAL CONSTRUCTION, THE CONDITION MUST BE CORRECTED IN ACCORDANCE WITH CURRENT CODE REQUIREMNTS. A CHANGE ORDER, OR ASEPERATE SET OF PLANS AND SPECIFICATIONS DETAILING AND SPECIFYING THE REQUIRED REPAIT WORK SHAL BE SUBMITTED TO AND APPROVED BY DSA BEFORPROCEEDING WITH THE REPAIR WORK.
4. TEMPORARY BUILDINGS
THE RELOCATABLE BUILDINGS INCLUDED IN THIS PROJECT SCOPE OF WORK ARE TEMPORARY. THE MAXIMUM USE OF THE BUILDINGS WILL BE THREE (3) YEARS INACCORDANCE WITH CHAPTER 9, PART 2, TITLE 24, CALIFORNIA CODE OF REGULATIONS (CCR).CBC 903.2.19.1, EXCEPTION 1, FIRE SPRINKLERS ARE NOT REQUIRED IN RELOCATABLE BUILDINGS ON TEMPORARY FOUNDATIONS WHEN THEY ARE SITED WITH THE INTENTTHAT THEY WILL BE ON THE SITE FOR LESS THAN THREE YEARS.
5. BUILDING MODULE IDENTIFICATION
THE MANUFACTURER OR BUILDER SHALL PLACE TWO PERMANENT METAL IDENTIFICATION LABELS ON EACH BUILDING MODULE, ONE MECHANICALLY FASTENED AND VISIBLEFROM THE EXTERIOR AND THE OTHER MECHANICALLY FASTENED TO THE INTERIOR FRAME ABOVE THE CEILING, AT THE END OF THE MODULE.
THE LABELS SHALL SHOW THE DSA APLICATION NUMBER AND CBC EDTITION UNDER WHICH THE BUILDING CONSTRUCTION WAS AUTHORIZED, THE MANUFACTURER ORBUILDER'S NAME, THE SERIAL NUMBER, THE DESIGN CLIMATE ZONES (PER TITLE 24, PART 6, SECTION 143(a)8), THE DESIGN LIVE LOADS FOR THE ROOF AND FLOOR FRAMING,THE DESIGN WIND SPEED AND EXPOSURE CATEGORY, AND SEISMIC DESIGN PARAMETER Ss. THE LOCATION OF THE IDENTIFICATION LABELS SHALL BE SHOWN ON THE BUILDINGPLANS.
FOR BUILDINGS THAT ARE MANUFACTURED IN-PLANT, THE IN-PLANT INSPECTOR IS TO ATTACH A VERIFIED REPORT INSIDE EACH BUILDING, WHICH SHALL INDICATE THEMANUFACTURER'S NAME AND THE SERIAL NUMBER FOR EACH BUILDING MODULE AS WELL AS THE DSA FILE AND APPLICATION NUMBERS.
6. EXISTING TREES
EXISTING TREES ARE TO BE PROTECTED IN PLACE. PROVIDE 8'-0" DIAMETER OPENING (TREEWELL) IN THE ASPHALT PAVING. COORDINATE EXACT SIZE AND LOCATIONOF TREE WELL WITH OWNER. CARE TO BE TAKEN TO NOT DAMAGE TREE ROOTS.
7. CHAINLINK GATEPROVIDE 4' WIDE X 6' HIGH CHAIN LINK GATE WITH A PAD LOCK. GATE PROVIDES ACCESS TO ELECTRICAL AND MECHANICAL EQUIPMENT FOR THE RELOCATABLE BUILDING.NO STUDENT ACTIVITIES IN THIS AREA.
BUILDING 'A'
BUILDING 'B'
BUILDING 'C'
BUILDING 'D
E
E
E
E
OCCUPANCYGROUP
TYPE V-B
TYPE V-B
TYPE V-B
TYPE V-B
CONSTRUCTIONTYPE
ALLOWABLE STORIESPER CBC TABLE 503
1
1
1
1
ACTUAL STORIES
1
1
1
1
GROSS SQUAREFEET
1080
1080
1080
1080
ALLOWABLE HEIGHTPER CBC TABLE 503
40'
40'
40'
40'
ACTUAL HEIGHT
12'
12'
12'
12'
TOTAL BUILDING SQUARE FEET 4,320
CODE ANALYSIS CALCULATION
BUILDING 'A'
BUILDING 'B'
BUILDING 'C'
BUILDING 'D
'A' NUMBER 'PC' NUMBER BUILDING TYPE
CLASSROOM
CLASSROOM
CLASSROOM
CLASSROOM
SIZE
24 X 40
MANUFACTURER LIVE LOAD
RELOCATABLES DETAILS INDEX
MOBILE MODULE
MOBILE MODULE
MOBILE MODULE
MOBILE MODULE
24 X 40
24 X 40
24 X 40
04-103659
04-101244
04-101244
04-101244
4-101244
4-104778
4-104778
50
50
50
504-104778
CHAINLINK FENCING,BETWEEN BUILDINGS, TYP.
CLASSROOM DOOR, TYP.
ACCESSIBLE LANDING & RAMP
RELOCATABLE BUILDING, TYP
RELOCATABLE BUILDING, TYP.
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SCALE: 1/8" = 1'-0"CP1.1
1 ENLARGED SITE PLAN - CODE ANALYSIS
PORTABLE BUILDING 'A'GROSS SF 1080TYPE V-BDSA # 04-103659OCC. 'E'
PORTABLE BUILDING 'B'GROSS SF 1080TYPE V-BDSA # 04-106743OCC. 'E'
PORTABLE BUILDING 'C'GROSS SF 1080TYPE V-BDSA # 04-106743OCC. 'E'
PORTABLE BUILDING 'D'GROSS SF 1080TYPE V-BDSA # 04-106743OCC. 'E'
SCALE: 1/8" = 1'-0"CP1.1
3 CODE ANALYSIS CALCULATION
SCALE: 1/8" = 1'-0"CP1.1
4 North Elevation
SCALE: 1/8" = 1'-0"CP1.1
5 South Elevation
NORTH
START
AREA
SAFE DISPERSAL
NO PARKING
DROP OFFLANE
NO
PA
RK
ING
DROP OFF
LANE
PLAYGROUND
LUNC
H
SHELTER
LUNC
H
SHELTER
LUNC
H
SHELTER
CP1.1
CP1.1
4
5
VAN ACCESSIBLE STALL,A#03-110267
STANDARD ACCESSIBLE STALL,A#03-110267
CURB-CUT, A#03-110267
PARKING LOT 'A', A#03-110267STALLS 37STANDARD ACCESIBLE STALLS 1VAN ACCESSIBLE STALLS 1TOTAL STALLS 39
-
CP1.1
1
POTPOT
POT
POT
POT
POT
POTPOT
PO
T
POT
POT
POT
POT
POT
POT
POT
POT
PO
T
POT
POT
POT
PO
T
POT
POT
BUILDING 'B'MEDIAA#03-110267
BUILDING 'B'ADMINA#03-110267
BUILDING 'C-3'CLASSROOMS2 STORYA#03-110267
BUILDING 'C-2'CLASSROOMS2 STORYA#03-110267
BUILDING 'C-1'CLASSROOMS2 STORYA#03-110267
BUILDING 'A'MULTI-PURPOSEA#03-110267
DAY CARE BUILDING1 STORYA#03-112442
SHADE STRUCTURE,A#03-110267
LUNCH SHELTERA#03-111246
---
PARKING LOT 'C', A#03-110267STALLS 79STANDARD ACCESIBLE STALLS 3VAN ACCESSIBLE STALLS 1TOTAL STALLS 83
-
PO
TP
OT
PO
T
POT
POT
POT
POT
BR
GR
MR
WR
GR
BRSR
BR
SR
GR
SR
MR
WR
SR
SR
SR
CHILDRENS
(E) ASPHALT PLAYGROUND
(E) ASPHALT RUNNINGTRACK
ASPHALT RUNNINGTRACK
PATH OF TRAVEL
(E) PATH OF TRAVEL(SEE NOTE #13)
155' - 7"
AS1.01
26
6' CHAINLINKFENCING, SEE35/AS1.01
(E) TURF
ASPHALT PAVING, SEE CIVIL
FUTURE RELOCATABLEBUILDING LOCATION
(E) ASPHALT WALKWAY,TYP.
JOIN FLUSH
JOIN FLUSH, TYP.
JOIN FLUSH
1. PATH OF TRAVEL:PATH OF TRAVEL (P.O.T.), AS INDICATED, IS A COMMON BARRIERFREE ACCESS ROUTE WITHOUT ANY ABRUPT VERTICAL CHANGESEXCEEDING 1/2" BEVELED AT 1:2 MAXIMUM SLOPE, EXCEPT THATLEVEL CHANGES DO NOT EXCEED 1/4" VERTICAL AND IS AT LEAST48" WIDE. THE PATH SURFACE IS SLIP RESISTANT, STABLE, FIRM ANDSMOOTH. PASSING SPACES (1133B.7.1) AT LEAST 60"X60" ARELOCATED NOT MORE THAN 200" APART. THE CROSS-SLOPE DOESNOT EXCEED 2% AND SLOPE IN THE DIRECTION OF TRAVEL AND ISLESS THAN 5% UNLESS OTHERWISE INDICATED. (POT) SHALL BEMAINTAINED FREE OF OVERHANGING OBSTRUCTIONS TO 80"MINIMUM (1133B.8.2) AND PROTRUDING OBJECTS GRATER THAN 4"PROJECTION FROM WALL AND ABOVE 27" AND LESS THAN 80"(1133B.8.6).
2. WALKS AND SIDEWALKS SHALL HAVE A CONTINUOUS COMMONSURFACE, NOT INTERRUPTED BY STEPS OR BY ABRUPT CHANGESIN LEVEL EXCEEDING 1/2".
3. WALKS AND SIDEWALKS SHALL BE 48" MINIMUM IN WIDTH, 60" ISPREFERRED.
4. WHEN CHANGES IN LEVEL NOT EXCEEDING 1/2" OCCUR, THEYSHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2, EXCEPTTHAT LEVEL CHANGES NOT EXCEEDING 1/4" MAY BE VERTICAL.
5. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTEEXCEEDING 1/2" SHALL COMPLY WITH THE REQUIREMENTS FORCURB RAMPS.
6. WALK AND SIDEWALK SURFACES SHALL BE SLIP-RESISTANT ASFOLLOWS:
A. SURFACES WITH A SLOPE LESS THAN 6% GRADIENT SHALLBE AT LEAST A SLIP-RESISTANT AS THAT DESCRIBED AS A MEDIUMBROOM FINISH.
B. SURFACES WITH A SLOPE OF 6% OR GREATER GRADIENTSHALL BE SLIP-RESISTANT WITH A HEAVY BROOM FINISH.
7. WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALKEXCEEDS 1 VERTICAL TO 20 HORIZONTAL, IT SHALL COMPLY WITHTHE PROVISIONS OF SECTION 1133B.5 AS A PEDESTRIAN RAMP.
8. WALK AND SIDEWALK SURFACE CROSS SLOPES SHALL NOTEXCEED 1:50 (2% MAX.).
9. ALL WALKS WITH CONTINUOUS GRADIENTS SHALL HAVE LEVELAREAS AT LEAST 5' IN LENGTH AT INTERVALS OF AT LEAST EVERY400'.
10. WALKS SHALL BE PROVIDED WITH A LEVEL AREA NOT LESS THAN60" BY 60" AT A DOOR OR GATE THAT SWINGS TOWARD THE WALK,AND NOT LESS THAN 48" WIDE BY 44" DEEP AT A DOOR OR GATETHAT SWINGS AWAY FROM THE WALK. SEE 31/CP4.1.
11. LEVEL AREA OF WALK SHALL EXTEND 24" TO THE SIDE OF THESTRIKE EDGE OF A DOOR OR GATE THAT SWINGS TOWARD THEWALK. SEE 31/CP4.1.
12. WALKS, SIDEWALKS, AND PEDESTRIAN WAYS SHALL BE FREE OFGRATINGS WHENEVER POSSIBLE. FOR GRATINGS LOCATED IN THESURFACE OF ANY OF THESE AREAS, GRID OPENINGS IN GRATINGSHALL BE LIMITED TO THE DIRECTION OF TRAFFIC FLOW. IFGRATINGS HAVE ELONGATED OPENINGS, THEY SHALL BE PLACEDSO THAT THE LONG DIMENSION IS PERPENDICULAR TO THE DOMAINDIRECTION OF TRAVEL.
13. (E) PATH OF TRAVEL. SEE PER A# 03-110267
DSA FILE 19-9703-110267 CERTIFIED 2/29/2016 CONSTRUCTION OF M.P., ADMIN/MEDIA, & (3) C.R.BUILDINGS,
TRELLIS, WALKWAY STRUCTURE, & SITEWORK.03-111246 CERTIFIED 6/22/2012 SHADE STRUCTURES, LUNCH SHELTERS, SHADE CANOPIES03-112442 CERTIFIED 1/05/2016 DAY CARE BUILDING03-116701 PROJECT IS ON-GOING (AS OF MARCH 2016)
DSA APPROVAL NUMBERS
B.R. (E) ACCESSIBLE BOYS RESTROOM A# 03-1110267
G.R. (E) ACCESSIBLE GIRLS RESTROOM A# 03-1110267
M.R. (E) ACCESSIBLE MENS RESTROOM A# 03-1110267
W.R. (E) ACCESSIBLE WOMENS RESTROOM A# 03-1110267
S.R. (E) ACCESSIBLE STAFF RESTROOM A# 03-1110267
EXISTING
FUTURE
ACCESSIBLE PATHOF TRAVEL
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AS1.00
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NORTHSCALE: 1" = 30'-0"
SITE PLAN
LEGEND
LANDING6' - 0"
LAN
DIN
G
5' -
0"
JOIN FLUSH, TYP.
JOIN FLUSH, TYP.
RAMP AND HANDRAILSPER PC DRAWINGS
UP
UP
UP
JOIN FLUSH
ASPHALT LANDING
ASPHALT WALKWAY
NOTE;1. MAXIMUM SLOPE OF WALKWAYS AND LANDINGS TO BE 2% IN ANY DIRECTION
BUILDINGFOOT-PRINT
10' - 6"
4' -
6"
NOTE;1. COORDINATE SIZE OF EQUIPMENT PAD WITH EQUIPMENT SHOP DRAWINGS.2. EQUIPMENT PAD, 6" THICK CONCRETE SLAB ON GRADE, 3000 PSI CONCRETE WITH
#4 BARS 2 12" O.C. EACH WAY
CONCRETE HOUSE-KEEPING PAD
GREATER THAN 8'-0"
MAX.2"
12" O.D. CONC. FTG. (TYP.)
AND CORNER POSTS3" O.D. END PULL
EACH POST 1/4" WIRETENSION WIRE ANCHOR AT
WHEN LOCATED IN ASPHALT PAVING6" ∅ BY 18" DEEP CONC. FTG.FULLY OPEN POSITION. SET INGRADE AT BOTH CLOSED AND2" GAP FOR LEAFSPIPE SLEEVE DOWN 6" BELOWCANE BOLT WITH SLEEVE; STEEL
MIN. GAP REQ.:
LESS THAN 8'-0";1" GAP FOR LEAFS
GATES WHERESHOWN
FORK LATCH
POST CAP
LINE POST2.875" O.D.
AND CORNER POSTS(TYP.) AT GATE, END, PULL
3/8" O.C. TENSION ROD
1.66" O.D. TOP RAIL
KNUCKLED FABRICTOP AND BOTTOM
LINK FABRIC
9 GA. CHAIN-
NOTE:
1.) PROVIDE A DOUBLE OR SINGLE GATE, PER PLAN.2.) ALL CHAIN-LINK FENCE SHALL BE PVC-COATEDAT BUILDING 'H' GATE ENCLOSURES ONLY.3.) ADD SLATS AT BUILDING 'H' GATE ENCLOSURES ONLY.
6"
. 10' MAX.
.2'-8
"
SEE PLANS
SEE PLANS
HE
IGH
T 6
'-0"
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R_2015_C
enta
l_m
frey.r
vt
75-1
5270-0
1
Issue D
ate
; 03/3
1/2
016
Inte
rim
Housin
g
CO
NS
TR
UC
TIO
ND
OC
UM
EN
TS
SIT
E D
ET
AIL
SAS1.01
28767 W
ES
T H
ILLS
DR
IVE
Saugus U
nio
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West C
reek A
cadem
y
SCALE: 1/4" = 1'-0"AS1.01
16 RAMP-LANDING, TYPICAL
SCALE: 1/4" = 1'-0"AS1.01
26 EQUIPMENT PAD
SCALE: 1/2" = 1'-0"AS1.01
35 CHAINLINK FENCE W/GATE
CTCAB
MAIN
S
S
S
S
S
S
S
S
S
S
S
S
POLE WITH POLE MOUNTED AREA LIGHTING FIXTURE
WALL MOUNTED AREA LIGHTING FIXTURE
POLE MOUNTED AREA LIGHTING FIXTURE
BOLLARD LIGHT FIXTURE
SITE LIGHTING - POLE
IN GRADE LIGHT FIXTURE
PHOTOELECTRIC CELL
LOW VOLTAGE RELAY
LIGHTING CONTACTOR
LIGHTING CONTROL RELAY PANEL
ENCLOSED SWITCH; MOUNT 60-INCHES AFF TO TOP
COMBINATION MAGNETIC CONTROLLER; MOUNT 60-INCHES AFF TO TOP
XX/XXXAFXX
= AMP RATING / NO. OF POLESFUSE SIZE; AF=AMP FUSE; NF=NO FUSEENCLOSURE NEMA RATING; BLANK=NEMA 1; WP=NEMA 3R
==
= AMP RATING / NO. OF POLES= FUSE SIZE; AF=AMP FUSE; NF=NO FUSE= STARTER NEMA SIZE
XX/XXXAFXX
= STARTER NEMA SIZE
ONE-LINE DIAGRAM
M
XXX/X
XXXX/3
BR
EA
KE
R S
IZE
SW
ITC
HF
US
E S
IZE
DISTRIBUTIONBREAKER
DISTRIBUTIONFUSIBLESWITCH
=
= AMP RATING /NO. OF POLES
STAND-ALONE CURRENTTRANSFORMER CABINET
METER SOCKET/METERWITH CONNECTION TOBMS SYSTEM
SYSTEM GROUNDELECTRODE
MAINBREAKER
MAINFUSIBLE SWITCH
REMOTE EMERGENCY BATTERY PACK
CEILING MOUNTED LIGHTING CONTROL DEVICESMAXIMUM MOUNTING HEIGHT OF 10-FEET AFF
:
ENCLOSED CONTROLLER (ACROSS-THE-LINE UNO)MOUNT 60-INCHES AFF TO TOP
SWITCH, DOUBLE POLE
SWITCH, SINGLE POLE
SWITCH, 3-WAY
SWITCH, MASTER
SWITCH, EMERGENCY
SWITCH, WALL-BOX OCCUPANCY SENSOR
SWITCH, WALL-BOX OCCUPANCY SENSOR, 2-POLE
SWITCH, DIMMER
SWITCH, 4-WAY
LIGHTING TRACK, TRACK MOUNTED LIGHT FIXTURE
LIGHTING FIXTURE
LIGHTING FIXTURE ON EMERGENCY SYSTEM
LIGHTING FIXTURE ON EMERGENCY SYSTEM
LIGHTING FIXTURE
WALL MOUNTED LIGHTING FIXTURE
HIGH BAY LIGHTING FIXTURE
CEILING FIXTURE, SURFACE, RECESSED OR PENDANT
WALL WASHER
WALL MOUNTED LIGHTING FIXTURE
EXIT SIGN, CEILING MOUNTED,DIRECTIONAL ARROW(S) AS INDICATED
EXIT SIGN, WALL MOUNTED, DIRECTIONAL ARROW(S)AS INDICATED. MOUNT 94-INCHES AFF, UNO
SELF CONTAINED EMERGENCY LIGHTING UNITMOUNT 94-INCHES AFF, UNO
SWITCH, EXPLOSION-PROOF
SWITCH, WALL-BOX VACANCY SENSOR
CENTRAL INVERTER
SWITCHES: MOUNT 42-INCHES AFF UNO
LIGHTING CONTROL DEVICES:
SWITCH, TIMER
OCCUPANCY SENSOR
VACANCY SENSOR
OCCUPANCY SENSOR
WALL MOUNTED LIGHTING CONTROL DEVICES:MOUNT 94-INCHES AFF, UNO
VACANCY SENSOR
AREA LIGHTING DEVICES:
RPX
CVX
PC
R
LC
BAT
2
3
D
4
E
M
O2
O
T
V
X
OS
VS
OS
VS
POWER
SYMBOLS
X
LIGHTING
SPECIAL SYSTEMS NOTES
TELECOMMUNICATION, AUDIO/VISUAL, SECURITY AND FIRE ALARM DESIGNARE DONE BY OTHERS. REFER TO ARCHITECTURAL, TELECOMMUNICATION,AUDIO/VISUAL, SECURITY AND FIRE ALARM DRAWINGS FOR ELECTRICALREQUIREMENTS. CONTRACTOR SHALL PROVIDE AND INSTALL RELEVANTSCOPE OF WORK.
PROVIDE THE CIRCUIT FOR THE DEVICES AND EQUIPMENT FROM DIVISION 27AND 28 THAT REQUIRES 120V/208V OR 277V/480V POWER SUPPLY. PROVIDECIRCUIT BREAKER, CONDUIT AND WIRES.
PROVIDE CONTROL CONDUITS FOR THE DEVICES AND EQUIPMENT FROMDIVISION 27 AND 28. LOW VOLTAGE SIGNAL/CONTROL CABLES SHALL BEPROVIDED BY OTHERS.
MODIFICATIONS TO EXISTING POWER DISTRIBUTION EQUIPMENT: MATCHEXISTING MANUFACTURER, SWITCH TYPE, FUSE TYPE, BREAKER TYPEAND KAIC RATING FOR ALL INSTALLED DEVICES.
EXISTING PANEL DIRECTORIES AT PANELS AFFECTED BY WORK:PROVIDE UPDATED TYPED PANEL DIRECTORY. CONSULT OWNER FORINPUT ON LABELING OF ALL EXISTING CIRCUITS.
DEVICES AND LIGHT FIXTURES DENOTED 'ER' ARE EXISTING TO BERELOCATED. NOTIFY A/E IF DEVICES OR FIXTURES ARE DAMAGED.
1.
2.
3.
(TYPICAL ALL SHEETS)
DIVISION 27 AND 28 WORK
REMODEL NOTES
ALL FIRE ALARM DEVICES ARE TO BE LEFT IN PLACE AND SUPPORTED UNTILNEW FIRE ALARM IS INSTALLED.
RETAIN EXISTING EMERGENCY LIGHTING, PROPERLY BRACED FOR USE ONTEMPORARY BASIS UNTIL NEW LIGHTING IS PROVIDED ON EACH FLOOR.
ALL FLOOR AND WALL MOUNTED ELECTRICAL AND DATA OUTLETS TO BEREMOVED, CONDUIT AND WIRING TO BE REMOVED BACK TO ELECTRICALPANEL.
ALL ELECTRICAL CORES TO BE FILLED WITH CONCRETE.
REMOVE ALL EXISTING DATA CABLING WIRING/ CONDUIT OCCURRING WITHINTHE TENANT PLENUM SPACE THAT IS NO LONGER IN USE, INCLUDINGSERVICE TO FLOOR MOUNTED MONUMENTS.
REMOVE ALL TENANT-RELATED/ VOICE CABLING/ CONDUIT IN BUILDING'SCORE ELECTRICAL AND TELEPHONE CLOSETS BACK TO THE ELECTRICALPANELS AND BACKBOARD, (INCLUDING PUNCH DOWN BLOCKS). PROTECT ALLTHROUGH-FLOOR RISER CABLING, (BOTH VOICE AND DATA,) FROM DAMAGE,AND IF ANY QUESTIONS ARISE AS TO WHETHER TO DEMOLISH OR SAVE,CONTACT THE BUILDING MANAGEMENT FOR DIRECTION.
DISCONNECT AND REMOVE EXISTING POWER AND TELE/ DATA CABLES FROMEXISTING WORKSTATION FURNITURE FEED OUTLET BOX. EXTENDASSOCIATED CONDUIT AND WIRING TO THE NEAREST JUNCTION BOX. PATCHAND PAINT WALL TO MATCH EXISTING WALL FINISH.
REMOVE EXISTING FLOOR OUTLETS AND INSTALL ABANDONMENT PLATESAND CLOSURE PLUGS WITH SAME FINISH AS EXISTING INSTALLATION.PROVIDE THREADED COVER WITH FIRE STOPPING. FIELD VERIFY EXACTOUTLET LOCATIONS.
DISCONNECT AND REMOVE EXISTING POWER AND TELE/DATA CABLES FROMEXISTING WORKSTATION FURNITURE FEED OUTLET BOX. EXTENDASSOCIATED CONDUIT AND WIRING TO THE NEAREST JUNCTION BOX. PATCHAND PAINT WALL TO MATCH EXISTING WALL FINISH.
PROVIDE BLANK COVER PLATES ON JUNCTION BOXES WHICH ARE NOTREUSED.
PROVIDE CUTTING AND PATCHING AS REQUIRED, WHETHER OR NOTSPECIFICALLY INDICATED. VERIFY EXTENT OF NEW AND EXISTING PARTITIONSWITH ARCHITECTURAL DRAWINGS.
REMOVE ALL UNUSED CONDUITS AND WIRING, SWITCHES, RECEPTACLES,LIGHT FIXTURES, ETC., WHERE CEILING, CEILING TILES OR WALLS ARE BEINGDEMOLISHED EXCEPT AS FOLLOWS: WHERE WALLS AND CEILINGS ARE TOREMAIN, MAINTAIN EXISTING CONDUIT, WIRING AND BOXES SERVING ALLELECTRICAL EQUIPMENT, OUTLETS AND SWITCHES IN THE THOSE AREAS.REMOVE ALL POWER WIRING BACK TO ITS OVER CURRENT DEVICE AND MARKCIRCUIT BREAKERS AS "SPARE". INSTALL BLANK COVER ON ALL BOXES.REFER TO DRAWINGS FOR ADDITIONAL REQUIREMENT AND OTHER SPECIFICEXPECTATIONS.
COORDINATE ALL DEMOLITION WORK WITH NEW REQUIREMENTS TO ASSURETHAT EXISTING EQUIPMENT, WIRING, ETC., THAT IS REQUIRED FOR ACOMPLETE AND OPERABLE SYSTEM IS NOT REMOVED.
THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR MAINTAINING THEINTEGRITY AND FUNCTIONALITY OF THE EXISTING LIGHTING, POWER, FIREALARM, IT/AV, SECURITY AND ANY OTHER SYSTEM FEEDING EXISTINGSATELLITE CONTROL ROOM TO REMAIN ENERGIZED AND OPERATIONAL ATALL TIME DURING DEMOLITION AND CONSTRUCTION WORK.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
(TYPICAL ALL DEMOLITION SHEETS)
GENERAL DEMOLITION NOTES
SEE SYMBOLS LEGEND THIS SHEET FOR MOUNTING HEIGHTS UNLESS NOTEDOTHERWISE ON DRAWINGS.
ALL MOUNTING HEIGHTS ARE TO CENTERLINE OF BOXES UNLESS NOTESOTHERWISE.
PROVIDE BOX EXTENDER FOR FLUSH INSTALLATION OF DEVICES LOCATED INARCHITECTURAL CASEWORK THAT IS FLUSH WITH ADJACENT WALL (SUCH ASRECEPTACLES FOR GARBAGE DISPOSERS).
FLOOR BOXES: OBTAIN OWNER APPROVAL OF ALL BOX LOCATIONS PRIOR TOROUGH IN. PROVIDE DEVICE PLATES AT DEVICES AND BLANK PLATES AT ALLUNUSED COMPARTMENTS.
COORDINATE LOCATION OF DEVICE BOXES FOR SWITCHES, RECEPTACLES, ANDSYSTEMS DEVICES WITH MARKERBOARDS. ADJUST BOX LOCATIONS TO AVOIDMARKERBOARDS.
COORDINATE LOCATION OF DEVICE BOXES FOR SWITCHES, RECEPTACLES, ANDSYSTEMS DEVICES WITH TACKBOARDS. ADJUST BOX LOCATIONS TO AVOIDTACKBOARDS. PROVIDE BOX EXTENDER FOR A FLUSH INSTALLATION WHEREDEVICES MUST BE MOUNTED AT TACKBOARD/TACKWALL.
CEILING MOUNTED RECEPTACLES: AT SUSPENDED CEILINGS, ROUTE POWER TORECEPTACLE VIA FLEXIBLE METALLIC CONDUIT WITH 6-FOOT SERVICE LOOP.FEED FMC FROM A J-BOX RIGIDLY SUPPORTED A MAXIMUM OF 24-INCHESABOVE SUSPENDED CEILING OR AT BOTTOM OF STRUCTURE ABOVE,WHICHEVER IS LOWER. LOCATE J-BOX DIRECTLY ABOVE RECEPTACLE ANDSUPPORT VIA STRUCTURE, OR VIA THREAD ROD AND UNISTRUT HUNG FROMSTRUCTURE ABOVE IN HIGH STRUCTURE APPLICATIONS.
DEVICES RECESSED IN MULLIONS: BACK BOXES TO BE RECESSED FOR FLUSHNSTALLATION OF DEVICE AND WALLPLATE. EXTEND CONCEALED CONDUIT INMULLION UP TO WALL ABOVE AND STUB OUT ABOVE ACCESSIBLE CEILING. INAREAS WITH NO CEILING, EXTEND CONDUIT TOWARDS CABLING SOURCE TOABOVE NEAREST ACCESSIBLE CEILING.
1.
2.
3.
4.
5.
6.
7.
8.
(TYPICAL ALL SHEETS)
DEVICE BOXES AND RACEWAYS
SEE LIGHT FIXTURE SCHEDULE OR SYMBOLS LEGEND FOR MOUNTINGHEIGHTS, UNLESS NOTED OTHERWISE.
PROVIDE #10AWG MINIMUM CONDUCTORS FOR ALL EXTERIOR LIGHTINGCIRCUITS.
SEE ARCHITECTURAL BUILDING ELEVATIONS FOR LOCATION OF BUILDINGMOUNTED EXTERIOR LIGHT FIXTURES.
PROVIDE BEAD OF SILICON SEALANT AROUND RECESSED BACK BOXPERIMETER AT ALL BUILDING MOUNTED EXTERIOR LIGHT FIXTURELOCATIONS.
CIRCUIT FIXTURES DENOTED WITH 'NL' AS UNSWITCHED NIGHT LIGHTS.
FIXTURES DENOTED WITH LOWER CASE LETTERS SHALL BECONTROLLED BY SWITCHES DENOTED WITH THE SAME LOWER CASELETTER IN EACH ROOM.
EXIT SIGNS SHALL NOT BE USED AS J-BOXES. PROVIDE J-BOX FOR EVERYEXIT SIGN.
1.
2.
3.
4.
5.
6.
7.
(TYPICAL ALL LIGHTING SHEETS)
GENERAL LIGHTING NOTES
VERIFY ANY NEUTRAL WIRES REQUIRED ON 1Ø OR 3Ø MECHANICALUNITS FURNISHED UNDER DIVISION 23. IF REQUIRED, PROVIDENEUTRAL.
PROVIDE DEDICATED 120-VOLT CIRCUITS TO ALL HVAC BAS CONTROLDEVICES AND PANELS. COORDINATE QUANTITY WITH DIVISION 23.UTILIZE NEAREST SPARE 120-VOLT, 20/1 BREAKER. LABEL TYPEDPANEL DIRECTORY ACCORDING TO LOAD BEING SERVED.
IN ADDITION TO DEVICES SHOWN, SEE SCHEDULE SHEETS FORCONNECTIONS TO ALL MECHANICAL EQUIPMENT.
LOCATE SWITCHES FOR CONTROL OF FANS IN TWO-GANG BOX WITHLIGHT SWITCH WHERE APPLICABLE.
PROVIDE #10AWG CONDUCTORS FOR ALL WARM AIR DRYER CIRCUITS.PROVIDE LOCKOUT DEVICE AT ALL BREAKERS SERVING WARM AIRDRYERS.
ALL OVERCURRENT PROTECTION DISCONNECTING MEANS SHALL BEFULLY RATED. SERIES RATING IS NOT ALLOWED FOR THIS PROJECT.
HOMERUNS SHALL NOT EXCEED THREE CURRENT CARRYINGCONDUCTORS OR ADJUST FOR CODE REQUIRED DERATING.
SWBDS, DIST BDS, PANELS, DISC SWITCHES, ATS, MAINTENANCEBYPASS DIST BDS, UPS, BATTERY CABINETS, ENCLOSED CIRCUITBREAKERS, TRANSFORMERS, SHALL HAVE LAMICOID LABEL DENOTINGPOWER SOURCE.
ALL PANELS SHALL COME WITH PANEL SCHEDULE DIRECTORYLOCATED INSIDE THE PANEL. ALL SWITCHBOARD CIRCUITS SHALL BELABELED.
ALL BREAKERS FEEDING FIRE LIFE SAFETY LOADS (SUCH AS FACP,CFSD, ETC.) SHALL BE PROVIDED WITH PROPER LABELING PER [ NFPA72 - SECTION 10.5 ] AS WELL AS LOCK-ON TYPE BREAKER.
ALL ELECTRICAL EQUIPMENT TO COMPLY WITH REQUIREMENTSOUTLINED IN THE SEISMIC RESISTANCE QUALITY ASSURANCE PLAN ONSHEET S0.1.
CONDUIT IN CMU WALLS SHALL BE RGC, AND ROUTING TO BEAPPROVED BY STRUCTURAL ENGINEER AND ARCHITECT.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
(TYPICAL ALL POWER SHEETS)
GENERAL POWER NOTES
AMP RATING /NO. OF POLES
ø
AACAICAFAFFAFGAHJALAWGAPATATSAV
BASBJBKRBLDGBMS
CCBCATVCCTVCKTCLGCU
DBDCDISCDIVDPDW
EAECBECSELECEMDEPEQEQUIPEREWCEXT
FAFAAFACPFCFLAFLUORFSFSDFT
GGENGFIGFCIGND
HHHOAHP
ICIGININT
JB
KAICKVKVAKW
LTLTG
MAXMCAMCBMCCMECHMFRMHMINMLOMOCPMRTSMSBMTDMTGMTS
NN.C.N.O.NFNICNLNTS
OFCIOH
PPAPBPHPIVPNLPWR
RECEP
SCCRSDSECSIMSPDSWBD
TBBTCTGBTMGBTOTRTSTVTYP
UGUNO
VVAVFD
WWAWGWP
XFMR
PHASE
AMPEREABOVE COUNTERAMPERE INTERRUPTING CAPACITYAMP FRAME (CIRCUIT BREAKER)ABOVE FINISHED FLOORABOVE FINISHED GRADEAUTHORITY HAVING JURISDICTIONALUMINUMAMERICAN WIRE GAUGEWIRELESS ACCESS POINTAMP TRIP (CIRCUIT BREAKER OR FUSE)AUTOMATIC TRANSFER SWITCHAUDIO-VIDEO
BUILDING AUTOMATION SYSTEMBONDING JUMPERBREAKERBUILDINGBUILDING MANAGEMENT SYSTEM
CONDUITCIRCUIT BREAKERCABLE TELEVISIONCLOSED CIRCUIT TELEVISIONCIRCUITCEILINGCOPPER
DECIBELDIRECT CURRENTDISCONNECTSPECIFICATION DIVISIONDISTRIBUTION PANELBOARDDISHWASHER
EACHENCLOSED CIRCUIT BREAKEREMERGENCY COMMUNICATIONS SYSTEMELECTRIC(AL)ESTIMATED MAXIMUM DEMANDEXPLOSION PROOFEQUALEQUIPMENTEXISTING (TO BE) RELOCATEDELECTRIC WATER COOLEREXTERIOR
FIRE ALARMFIRE ALARM ANNUNCIATORFIRE ALARM CONTROL PANELFOOT CANDLEFULL LOAD AMPSFLUORESCENTFLOW SWITCHFIRE SMOKE DAMPERFEET (FOOT)
EQUIPMENT GROUNDING CONDUCTORGENERATORGROUND FAULT CIRCUIT INTERRUPTERGROUND FAULT CIRCUIT INTERRUPTEREQUIPMENT GROUNDING CONDUCTOR
HANDHOLEHAND-OFF-AUTOMATICHORSE POWER
INTERCOMISOLATED GROUNDINCHINTERIOR
JUNCTION BOX
THOUSAND AMPERE INTERRUPTING CURRENTKILOVOLTKILOVOLT AMPERESKILOWATT
LIGHTLIGHTING
MAXIMUMMINIMUM CIRCUIT AMPACITYMAIN CIRCUIT BREAKERMOTOR CONTROL CENTERMECHANICALMANUFACTURERMANHOLEMINIMUMMAIN LUGS ONLYMAXIMUM OVERCURRENT PROTECTIONMOTOR RATED TOGGLE SWITCHMAIN SWITCHBOARDMOUNTEDMOUNTINGMANUAL TRANSFER SWITCH
NEUTRALNORMALLY CLOSEDNORMAL OPENNON-FUSEDNOT IN CONTRACTNIGHT LIGHTNOT TO SCALE
OWNER FURNISHED, CONTRACTOR INSTALLEDOVERHEAD
POLE(S)PUBLIC ADDRESSPULL BOXPHASEPOST INDICATOR VALVEPANELPOWER
RECEPTACLE
SHORT CIRCUIT CURRENT RATINGSMOKE DAMPERSECONDARYSIMILARSURGE PROTECTION DEVICESWITCHBOARD
TELECOMMUNICATIONS BONDING BACKBONETIME CLOCKTELECOMMUNICATIONS GROUNDING BUSBARTELECOMMUNICATIONS MAIN GROUNDING BUSBARTELECOMMUNICATIONS OUTLETTELECOMMUNICATIONS ROOMTAMPER SWITCHTELEVISIONTYPICAL
UNDERGROUNDUNLESS NOTED OTHERWISE
VOLTVOLT-AMPEREVARIABLE FREQUENCY DRIVE
WIRETELECOMMUNICATIONS WORK AREAWIRE GUARDWEATHER-PROOF (NEMA 3R)
TRANSFORMER
ABBREVIATIONS
SX
SWITCH SYMBOL
SUPERSCRIPT , SWITCH SHALLCONTROL FIXURE DENOTED WITHSAME LOWER CASE LETTER
x
SUBSCRIPT, SWITCH TYPE - SEE BELOW
XXXXXX-XXXX-X
CKT DESIGNATION (PNL - CKT NO.)
FIXTURE TYPE
RELAY PANEL - RELAY NO. ORLOCAL SWITCH DESIGNATION
LIGHTING FIXTURE TAG
NOTES
S LOW VOLTAGE SWITCH TO HAVE LOCKABLE PLASTIC COVER.K
1.
2.
3.
S LOW VOLTAGE SWITCH CONTROLLING (N) ZONES. PROVIDE EITHER2,4, OR 6 BUTTON SWITCHES.
N
ELECTRICAL SHEET LIST
SEISMIC ANCHORAGE NOTES
EQUIPMENT ANCHORAGE NOTE
ALL MECHANICAL AND ELECTRICAL EQUIPMENT SHALL BE ANCHORED ORBRACED TO MEET THE HORIZONTAL AND VERTICAL FORCES PRESCRIBE INTHE 2013 CBC, SECTION 1615.10.15-13.6.7, 1615.16-13.6.8 - 13.6.8.4,1615A.1.21-13.6.7, 1615A.1.22-13.6.8 - 13.6.8.4 AND 1615.10.14-13.6.5.6.
THE ATTACHMENT OF THE FOLLOWING ITEMS SHALL BE DESIGNED TORESIST THE FORCES PRESCRIBED ABOVE, BUT NEED NOT BE DETAILED ONTHE PLANS, AND THE PROJECT INSPECTOR WILL VERIFY THAT THESE ITEMS(EQUIPMENT) HAVE BEEN ANCHORED:
A. EQUIPMENT WEIGHING LESS THAN 400 POUNDS SUPPORTEDDIRECTLY ON THE FLOOR OR ROOF.B. FURNITURE REQUIRED TO BE ATTACHED IN ACCORDANCE WITH ASCE7,C. TEMPORARY OR MOVABLE EQUIPMENT WITH FLEXIBLE CONNECTIONTO POWER OR UTILITIES.D. EQUIPMENT WEIGHING LESS THAN 20 POUNDS SUPPORTED BYVIBRATION ISOLATORS.E. EQUIPMENT WEIGHING LESS THAN 20 POUNDS SUSPENDED FROM AROOF OR FLOOR OR HUNG FROM A WALL.
FOR THOSE ELEMENTS THAT DO NOT REQUIRE DETAILS ON THE APPROVEDDRAWINGS, THE INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OFTHE MECHANICAL ENGINEER.
PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEM BRACINGNOTES
PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS SHALL BEBRACED TO RESIST THE FORCES PRESCRIBED IN ASCE 7 SECTION 13 ASDEFINED IN ASCE 7 SECTION 13.6.8 - 13.6.8 - 13.6.8.4, 13.6.7, AND 13.6.5.6,RESPECTIVELY.
COPIES OF THE MANUAL SHALL BE AVAILABLE ON THE JOB SITE PRIOR TOTHE START OF HANGING AND BRACING OF THE PIPE, DUCTWORK, ANDELECTRICAL DISTRIBUTION SYSTEMS.
THE STRUCTURAL ENGINEER OF RECORD SHALL VERIFY THE ADEQUACYOF THE STRUCTURE TO SUPPORT THE HANGER AND BRACE LOADS.
FURNISH AND INSTALL ALL SYSTEMS, UNITS, EQUIPMENT, AND PARTS TOMEET OR EXCEED CURRENT APPLICABLE REQUIREMENTS FOR SEISMICRESISTANCE SPECIFIED BY CODES, REGULATIONS, OR AGENCIES HAVINGJURISDICTION. INCLUDE ALL SUPPORTS, ANCHORS, BRACES, AND OTHERRESTRAINING DEVICES REQUIRED. ALL SEISMIC RESTRAINTS SHALL MEETSEISMIC REQUIREMENTS SPECIFIED BY CODES, REGULATIONS, ORAGENCIES HAVING JURISDICTION AND ARE THE RESPONSIBILITY OF THECONTRACTOR.
SEE STRUCTURAL DRAWINGS FOR ALL SEISMIC DESIGN LOAD FACTORS.
PER ASCE 7 SECTION 13.6.7 COMPONENTS INSTALLED IN-LINE WITH THEDUCT SYSTEM AND HAVE A OPERATING WEIGHT GREATER THAN 75 LBSSHALL BE SUPPORTED AND LATERALLY BRACED INDEPENDENT OF THEDUCT SYSTEM. (VAV BOXES AND OTHER DUCT MOUNTED COMPONENTSLESS THEN 75 LBS DO NOT REQUIRE LATERAL BRACING.)
EQUIPMENT ANCHORAGE AND SUPPORT INDICATED ON THESE DRAWINGSIS CONCEPTUAL IN NATURE. FOR PROJECT SPECIFIC EQUIPMENT,DUCTWORK, PIPING, ETC. ANCHORAGE AND SUPPORT, THE CONTRACTORSHALL ENGAGE THE SERVICES OF A STRUCTURAL ENGINEER LICENSED INCALIFORNIA TO PROVIDE COMPLETE DESIGN OF ALL SUPPORT ANDBRACING SYSTEMS. THE DESIGN AND INSTILLATION SHALL COMPLY WITHTHE REQUIREMENTS OF THE 2013 CALIFORNIA BUILDING CODE, CHAPTER16 AND ASCE 7, CHAPTER 13 AND ALL CITY AMENDMENTS AND IR'S. ALLCONNECTIONS TO STRUCTURE SHALL BE MADE BY THE USE OF HARDWAREWITH BOLTS, WELDS OF OTHER POSITIVE ATTACHMENTS. FRICTIONCONNECTIONS ARE NOT PERMITTED. GENERAL DESIGN CRITERIA SHALL BEAS SHOWN ON STRUCTURAL DRAWINGS.
IN APPLYING EQUATIONS FROM SECTION 13 OF ASCE 7, THE MINIMUMFOLLOWING DESIGN COEFFICIENTS SHALL BE USED:
RIGID:AIR SIDE Ap = 2.5 AND Rp = 2.5WET SIDE Ap = 1.0 AND Rp = 2.5
FLEX:NEOPRENE Ap = 2.5 AND Rp = 6.0SPRING/RESTRAINED Ap = 1.0 AND Rp = 2.5
Ip = 1.0 , Ip = 1.5 (FOR FIRE & LIFE SAFETY SYSTEMS), Sds = 1.0 , ANDZ/H = 1.0
ALL MECHANICAL EQUIPMENT IS REQUIRED TO BE INCLUDED IN THESEISMIC RESISTANCE QUALITY ASSURANCE PLAN AS DESCRIBED UNDERQUALITY ASSURANCE ON SHEET S0.1.
S LOW VOLTAGE TOUCH SCREEN SWITCHING INTERFACE.TS
S LOW VOLTAGE WIRELESS TOUCH SCREEN SWITCHING INTERFACE.WTS
S LOW VOLTAGE LIGHTING CONTROLLER INTERFACE.LC
S LOW VOLTAGE WIRELESS LIGHTING CONTROLLER INTERFACE.WLC
PB
J
J
HH
MH
XXX
XXX
XXX
CT
M
ATS
M
GEN
T
T
NF
M
T
F
J
J
A
OS
R
LC
PC
OCCUPANCY SENSOR
RANGE RECEPTACLE
SPACING AS INDICATEDMULTI-RECEPTACLE STRIP,
SPECIAL RECEPTACLE
DIVIDED RACEWAY
SINGLE GANG PLASTER RING
EQUIPMENT CONNECTION
EQUIPMENT CONNECTION
PULL BOX
WITH FLEX CONNECTION
SURFACE JUNCTION BOX, CEILING MOUNTED
FLUSH JUNCTION BOX, WALL MOUNTED
SURFACE JUNCTION BOX, WALL MOUNTED
JUNCTION BOX ABOVE SUSPENDED CEILING
FLUSH JUNCTION BOX, CEILING MOUNTED
DATA OUTLETS, DIVIDED 2 GANG BOX WITHMULTIDEVICE FLOOR BOX WITH DUPLEX AND
(MARK INDICATES OUTLET IN SCHEDULE)
MANUAL SWITCH, WITH THERMAL OVERLOAD
MOTOR RATED TOGGLE SWITCH
COMBINATION MOTOR STARTER
MAGNETIC MOTOR STARTER
DISCONNECT SWITCH, WITHOUT FUSE
DISCONNECT SWITCH, WITH FUSE
CONDUIT CONCEALED IN CEILING OR WALLS, OTHER(* = SEE ABBREVIATIONS)
TRANSFORMER
SWITCHBOARD
EXPOSED CONDUIT, OTHER
DISTRIBUTION PANEL BOARD
BRANCH CIRCUIT PANEL BOARD
EXPOSED CONDUIT, POWER
EQUIPMENT CABINET, AS NOTED
(* = SEE ABBREVIATIONS)
(* = SEE ABBREVIATIONS)
CONDUIT CONCEALED IN FLOOR OR UNDERGROUND, POWER
CONDUIT CONCEALED IN FLOOR OR UNDERGROUND, OTHER
METER
GENERATOR
ELECTRICAL MANHOLE
MUSHROOM
THERMOSTAT
AUTOMATIC TRANSFER SWITCH
SYSTEM GROUND ELECTRODE
CURRENT TRANSFORMER ENCLOSURE
ELECTRICAL HAND HOLE
MANUAL SWITCH, WITH FUSE
MOTOR CONNECTION, HORSEPOWER AS INDICATED
*
*
*
RELAY
LIGHTING CONTACTOR
SWITCH, PUSH BUTTON, DOUBLE
SWITCH, PUSH BUTTON, TRIPLE
SWITCH, PUSH BUTTON, SINGLE
PHOTOELECTRIC CELL
CONDUIT TURNING UP
CONDUIT STUB-UP
CIRCUIT HOME RUN
CONDUIT SEAL
CONDUIT SLEEVE
CONDUIT CONCEALED IN CEILING OR WALLS, POWER
CONDUIT TURNING DOWN
S
S
S
DUPLEX RECEPTACLE
DUPLEX RECEPTACLE, EMERGENCY
SIMPLEX RECEPTACLE
DUPLEX RECEPTACLE, SWITCHED
FOURPLEX RECEPTACLE, EMERGENCY
DUPLEX RECEPTACLE, LOWER SWITCH
DUPLEX RECEPTACLE, FLUSH IN CEILING
WEATHER RESISTANT GFI DUPLEX RECEPTACLE,ROOF MOUNT 18-INCHES ABOVE ADJACENTSTRUCTURE WITH A WEATHERPROOF, IN-USE COVER
DUPLEX RECEPTACLE TO SERVE TELEVISION,MOUNT AT SAME HEIGHT AND WITHIN 8-INCHESOF ADJACENT TV OUTLET
RECEPTACLES
DIAGONAL LINE THROUGH SYMBOL OR DENOTED 'AC'INDICATES MOUNT DEVICE ABOVE COUNTER.WHERE INDICATED AS 'MOUNT ABOVE COUNTER' MOUNTBOTTOM OF BOX 2-INCHES ABOVE TOP OF BACKSPLASH OR6-INCHES ABOVE COUNTERTOP IF NO BACKSPLASH EXISTS.
GFI DUPLEX RECEPTACLE TO SERVE ELECTRICWATER COOLER, MOUNT AT HEIGHT PEREQUIPMENT MANUFACTURER'S INSTALLATIONGUIDELINES
WEATHER RESISTANT GFI DUPLEX RECEPTACLE,MOUNT 18-INCHES AFF WITH A WEATHERPROOF,IN-USE COVER
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DUPLEX RECEPTACLE, GFI TYPE
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FOURPLEX RECEPTACLE, GFI TYPE
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DUPLEX RECEPTACLE, GFI TYPE, MOUNT ABOVECOUNTER
FOURPLEX RECEPTACLE, MOUNT ABOVE COUNTER
FOURPLEX RECEPTACLE, GFI TYPE,MOUNT ABOVE COUNTER
DUPLEX RECEPTACLE, HORIZONTALLY MOUNTED
DUPLEX RECEPTACLE, HORIZ. MTD, GFI TYPE
DUPLEX RECEPTACLE, HORIZ. MTD, ABOVE COUNTER
DUPLEX RECEPTACLE, HORIZ. MTD, GFI TYPE, MOUNTABOVE COUNTER
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SPEAKER/HORN, WALL
SPEAKER, CEILING
SPEAKER, WALL
DIRECTORS HEADSET
TELEVISION OUTLET, CEILING
TELEVISION OUTLET, WALL
TELEVISION TERMINAL CABINET
MICROPHONE OUTLET, WALL
VOLUME CONTROL, WALL
FLUSH FLOOR BOX WITH MICROPHONE OUTLET
INTERCOM CALLBACK STATION, WALL
200 F
135 F
TEMPERATURE, 200 F
OS&Y VALVE
HEAT DETECTOR, FIXED TEMPERATURE ONLY,
FIRE ALARM MAGNETIC DOOR HOLDER
WATER FLOW ALARM SWITCH
REMOTE INDICATOR LAMP
HEAT DETECTOR, RATE-OF-RISE AND FIXED
HEAT DETECTOR, FIXED TEMPERATURE ONLY,
BEAM RECEIVER
BEAM TRANSMITTER
FIRE FIGHTERS TELEPHONE
POST INDICATOR VALVE SWITCH
TAMPER SWITCH
BUZZER
CHIME
OUTLETS (MULTI-MEDIA)FLUSH FLOOR BOX WITH TWO (2) TECHNOLOGY
TELEPHONE OUTLET, WALL
TELEPHONE OUTLET FOR WALL-MOUNTED PHONE
TECHNOLOGY OUTLET, CEILING (MULTI-MEDIA)
CLOCK - OUTLET
CLOCK - DOUBLE FACE
CLOCK - MASTER
MULTI-MEDIA TECHNOLOGY OUTLET, WALL
TECHNOLOGY OUTLET, WALL (VOICE, DATA, CATV)
TIME CLOCK
FLUSH FLOOR BOX WITH TECHNOLOGY OUTLET
TELEPHONE BACKBOARD, SIZE AS SHOWN
TELEPHONE CABINET (PBX)
PAY TELEPHONE OUTLET
FIRE ALARM BELL
FIRE ALARM HORN
FIRE ALARM VISUAL WARNING SIGNAL
FILE ALARM ANNUNCIATOR PANEL
MANUAL FIRE ALARM PULL STATION
FILE ALARM CONTROL PANEL
TEMPERATURE, 135 FHEAT DETECTOR RATE-OF-RISE AND FIXED
SMOKE DETECTOR - PHOTOELECTRIC TYPE
SMOKE DETECTOR - IONIZATION TYPE
SMOKE DETECTOR - IONIZATION TYPE (D = DUCT)
FIRE ALARM HORN WITH VISUAL WARNING SIGNAL
FIRE ALARM BELL WITH VISUAL WARNING SIGNAL
MINI FIRE ALARM HORN WITH VISUAL WARNING SIGNAL
SMOKE DETECTOR-PHOTOELECTRIC TYPE
FIRE ALARM SPEAKER WITH VISUAL WARNING SIGNAL
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E0.0 GENERAL NOTES AND SYMBOL LIST
E0.1 ELECTRICAL SPECIFICATIONS
E1.0 ELECTRICAL SITE PLAN
E2.1 ENLARGED POWER AND DATA PLANS
E3.1 ENLARGED FIRE ALARM PLANS
E5.1 ELECTRICAL ONE-LINE DIAGRAM
ELECTRICAL SPECIFICATIONS
1.01 GENERAL REQUIREMENTSA. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION 1
SPECIFICATION SECTIONS, APPLY TO THIS SECTION.
1.02 PRINCIPAL WORK IN THIS SECTIONA. GENERAL REQUIREMENTS:
1.RELATED DOCUMENTS: ARCHITECTURAL SPECIFICATIONS, LIGHTING FIXTURE SPECIFICATION PACKAGE, GENERAL, SPECIAL ANDSUPPLEMENTARY CONDITIONS, SHALL FORM A PART OF THESE SPECIFICATIONS.
2.SCOPE OF WORK: PROVIDE ALL REQUIRED LABOR, MATERIALS, EQUIPMENT AND CONTRACTOR'S SERVICES NECESSARY FOR COMPLETEAND SAFE INSTALLATION OF ELECTRICAL WORK IN CONFORMITY WITH REQUIREMENTS OF ALL AUTHORITIES HAVE JURISDICTION; ASINDICATED ON DRAWINGS AND/OR HEREIN SPECIFIED OR DESCRIBED.
3.DAMAGE TO OTHER WORK: REPAIR ANY DAMAGE CAUSED BY THIS SECTION TO WORK OF OTHER SECTIONS.4.DAMAGE TO FIREPROOFING: REPAIR ANY DAMAGED FIREPROOFING CAUSED BY THIS SECTION TO INTEGRITY OF ORIGINAL CONSTRUCTION.5.SITE SAFETY: CONTRACTOR COVENANTS AND AGREES THAT HE AND HIS SUBCONTRACTORS AND HIS AND THEIR AGENTS, SERVANTS AND
EMPLOYEES WILL PROVIDE AND MAINTAIN A SAFE PLACE TO WORK AND THAT HE AND THEY WILL COMPLY WITH ALL LAWS ANDREGULATIONS OF ANY GOVERNMENTAL AUTHORITY HAVING JURISDICTION THEREOF, AND CONTRACTOR AGREES TO INDEMNIFY,DEFEND AND HOLD HARMLESS, ENGINEER, OWNER AND ARCHITECT FROM AND AGAINST ANY LIABILITY, LOSS, DAMAGE OR EXPENSE,INCLUDING ATTORNEY'S FEES, ARISING FROM A FAILURE OR ALLEGED FAILURE ON THE PART OF CONTRACTOR, THIS SUBCONTRACTORSAND HIS AND THEIR AGENTS, SERVANTS AND EMPLOYEES TO PROVIDE AND MAINTAIN A SAFE PLACE TO WORK OR TO COMPLY WITHALL LAWS AND REGULATIONS OF ANY GOVERNMENTAL AUTHORITY HAVING JURISDICTION THEREOF.
6.VERIFICATION OF EXISTING: BEFORE SUBMITTING BID, BECOME THOROUGHLY FAMILIAR WITH ACTUAL EXISTING CONDITIONS AND OF THEPRESENT INSTALLATIONS TO WHICH CONNECTIONS MUST BE MADE OR WHICH MUST BE CHANGED OR ALTERED. THE INTENT OF THEWORK IS SHOWN ON THE DRAWINGS AND DESCRIBED HEREIN, AND NO CONSIDERATION WILL BE GRANTED BY REASON OF LACK OFFAMILIARITY ON THE PART OF THE CONTRACTOR WITH ACTUAL PHYSICAL CONDITIONS, REQUIREMENTS, AND PRACTICES AT THE SITE.
7.REQUIREMENTS OF OTHER SECTIONS: CAREFULLY CHECK THE DOCUMENTS OF OTHER SECTIONS TO ASCERTAIN THE REQUIREMENTS OFANY INTERFACING MATERIALS OR EQUIPMENT BEING FURNISHED AND/OR INSTALLED BY THAT SECTION WHICH RELATE TO THIS SECTION,AND PROVIDE THE PROPER INSTALLATION AND/OR CONNECTION.
8.INFORMATION TRANSFER: TRANSMIT ALL INFORMATION REQUIRED FOR WORK BEING PERFORMED BY OTHER SECTIONS IN AMPLE TIME FORTHE PROPER INSTALLATION AND CONNECTION, AND FOR THE PROVISION OF ALL OPENINGS REQUIRED IN FLOORS AND WALLS.
9.HOLES AND STRUCTURE: FIELD DRILLING AND CUTTING OF HOLES IN BUILDING STRUCTURE REQUIRED FOR WORK UNDER THIS SECTIONSHALL BE COORDINATED THROUGH THE GENERAL CONTRACTOR AND APPROVED BY OWNER AND BUILDING STRUCTURAL ENGINEER.ALL SUCH CO-ORDINATION, DRILLING, CUTTING AND REINFORCING COSTS SHALL BE BORNE BY THIS CONTRACTOR.
10. SLEEVES: FURNISH AND SET ALL SLEEVES FOR THE PASSAGE OF CONDUIT THROUGH WALLS, ROOF AND FLOORS AND ELSEWHEREAS WILL BE REQUIRED FOR THE PROPER PROTECTION OF EACH CONDUIT PASSING THROUGH BUILDING SURFACES. COORDINATE THISWORK WITH THE GENERAL CONTRACTOR IN ORDER TO PROPERLY EXPEDITE AND PERFORM THIS WORK.
11. PASSAGE OF EQUIPMENT: CHECK THE DIMENSIONAL REQUIREMENTS OF EQUIPMENT OF THIS SECTION TO ENSURE THAT SUCHEQUIPMENT CAN PASS THROUGH THE NECESSARY AREAS TO REACH ITS ULTIMATE INSTALLED LOCATION. INCLUDE IN BID COSTS FORALL WORK REQUIRED, INCLUDING ANY WORK REQUIRED TO MOVE THE EQUIPMENT THROUGH THE SITE TO THIS FINAL LOCATION,INCLUDING ANY DISMANTLING AND RE-ASSEMBLY.
12. FIRE/SMOKE DAMPER ASSEMBLIES: VERIFY EXACT LOCATIONS WITH THE MECHANICAL DRAWINGS. PROVIDE LINE VOLTAGE MOTORCONNECTIONS AND LOCAL DISCONNECT SWITCHES AS REQUIRED. PROVIDE AND CONNECT DUCT AND/OR AREA SMOKE DETECTORS ASREQUIRED FOR ACTUATION OF THE DAMPER MOTORS.
13. SIGNAGE: PROVIDE SIGNAGE REQUIRED BY CODES AND AUTHORITIES HAVING JURISDICTION.14. GUARANTEE: SUBMIT A SINGLE GUARANTEE STATING THAT ALL PORTIONS OF THE WORK ARE IN ACCORDANCE WITH CONTRACT
REQUIREMENTS. GUARANTEE ALL WORK AGAINST FAULTY AND IMPROPER MATERIAL AND WORKMANSHIP FOR A PERIOD OF ONE YEARFROM DATE OF FINAL ACCEPTANCE BY OWNER, EXCEPT THAT WHERE GUARANTEES OR WARRANTIES FOR LONGER TERMS ARESPECIFIED BY CONTRACT, SUCH LONGER TERM SHALL APPLY.
15. RECTIFICATION: AT NO ADDITIONAL COST TO THE OWNER, WITHIN 24 HOURS AFTER NOTIFICATION, CORRECT ANY DEFICIENCIESWHICH OCCUR DURING THE GUARANTEE PERIOD, ALL TO THE SATISFACTION OF THE OWNER. THE CONTRACTOR SHALL BERESPONSIBLE FOR ANY DAMAGE CAUSED BY SUCH DEFICIENCIES AND REPAIR THEREOF AND REIMBURSE THE OWNER FOR ALL COSTSINCURRED.
B. GENERAL ITEMS:1.ACCESS DOORS/PANELS: PROVIDE CONCEALED OUTLET, JUNCTION BOXES AND EQUIPMENT REQUIRING ACCESS WITH ADEQUATELY SIZED
ACCESS DOORS/PANELS. IN REMOVABLE TYPE CEILING, PROVIDE ACCESS TILE IDENTIFICATION ONLY.2.CUTTING AND PATCHING FOR ELECTRICAL WORK.
1.03 SUBMITTALSA. PROVIDE SIX (6) COPIES OF SUBMITTAL MATERIAL WITH DESCRIPTIVE DATA FOR ALL PRODUCTS AND MATERIALS, INCLUDING BUT NOT LIMITED
TO THE FOLLOWING, PRIOR TO INSTALLATION. ALL SUBMITTALS SHALL BE HIGHLIGHTED TO INDICATE SPECIFIC PRODUCTS OR MATERIALSBEING USED.
B. SHOP DRAWINGS:1.SUBMIT PRIOR TO INSTALLATION.2.COORDINATED LAYOUT PLANS, SHOWING WORK OF ALL TRADES, INCLUDING BUT NOT LIMITED TO DUCTWORK; HVAC, PLUMBING, FIRE
PROTECTION PIPING; ELECTRICAL CONDUITS AND BUS DUCTS; EQUIPMENT.3.PANELBOARDS: DIMENSIONS, SCHEDULES AND CATALOG CUTS.4.WALL SWITCHES.5.INSERTION RECEPTACLES.6.DIMMER SWITCHES.7.DEVICE PLATES.8.POKE-THROUGHS.9.LIGHTING FIXTURES WITH BALLAST/TRANSFORMER INFORMATION.
1.04 QUALITY ASSURANCEA. QUALITY AND GAUGES OF MATERIALS:
1.QUALITY OF MATERIALS:a. NEW, BEST OF THEIR RESPECTIVE KINDS, FREE FROM DEFECTS AND LISTED BY UNDERWRITERS' LABORATORIES, INC., OR BEARING
THEIR LABEL.b. MATERIALS AND EQUIPMENT OF SIMILAR APPLICATION: SAME MANUFACTURE, EXCEPT AS NOTED.c. CONFORM TO NEMA, ANSI AND IEEE STANDARDS.
B. CURRENT CHARACTERISTICS:1.DISTRIBUTION:
a. 480Y/277 VOLTS, 60 HERTZ WITH GROUNDED NEUTRAL.b. 208Y/120 VOLTS, 60 HERTZ WITH GROUNDED NEUTRAL.
C. HEIGHTS OF OUTLETS:1.FROM FINISHED FLOOR TO CENTERLINE OF OUTLETS FOR:
a. RECEPTACLES AND TELEPHONES:a.a. GENERALLY: 1 FT. - 6 IN.a.b. OVER WORK BENCHES: 3 FT. - 6 IN.
b. WALL SWITCHES: 3 FT. - 6 IN.c. MOTOR CONTROLLERS: 5 FT. - 0 IN.
2.EXCEPTIONS:a. AT JUNCTION OF DIFFERENT WALL FINISH MATERIALSb. ON MOLDING OR BREAK IN WALL SURFACE.c. IN VIOLATION OF CODE.d. AS NOTED OR DIRECTED.
1.05 REFERENCE STANDARDSA. PUBLISHED CODES, SPECIFICATIONS, STANDARDS, TESTS OR RECOMMENDED METHODS OF TRADE, INDUSTRY OR GOVERNMENTAL
ORGANIZATIONS, OR LOCAL UTILITIES APPLY TO WORK IN THIS DIVISION WHERE CITY BELOW:1.ANSI - AMERICAN NATIONAL STANDARDS INSTITUTE.2.ASTM - AMERICAN SOCIETY OF TESTING AND MATERIALS.3.CBM - CERTIFIED BALLAST MANUFACTURERS.4.ETL - ELECTRICAL TESTING LABORATORIES.5.FCC - FEDERAL COMMUNICATIONS COMMISSION.6.FM - FACTORY MUTUAL.7.ICEA - INSULATED CABLE ENGINEERS ASSOCIATION.8.IEEE - INSTITUTE OF ELECTRICAL AND ELECTRONICS ENGINEERS.9.IES - ILLUMINATING ENGINEERING SOCIETY.10. NEC - NATIONAL ELECTRICAL CODE.11. NEMA - NATIONAL ELECTRICAL MANUFACTURER'S ASSOCIATION.12. NFPA - NATIONAL FIRE PROTECTION ASSOCIATION.13. OSHA - OCCUPATIONAL SAFETY AND HEALTH ACT.14. UBC - UNIFORM BUILDING CODE.15. UL - UNDERWRITERS' LABORATORIES, INC.16. LOCAL UTILITY AUTHORITIES.17. ADA - AMERICANS WITH DISABILITIES ACT.18. STATE OF CALIFORNIA CODES.19. CITY OF LOS ANGELES CODES AND THEIR BUILDING DEPARTMENT.
B. IN ADDITION TO COMPLYING WITH ALL OTHER LEGAL REQUIREMENTS, COMPLY WITH CURRENT PROVISIONS OF GOVERNING CODES ANDREGULATIONS IN EFFECT DURING THE PROGRESS OF THE WORK, AND WITH THE FOLLOWING:1.DRAWINGS AND SPECIFICATION REQUIREMENTS SHALL GOVERN WHERE THEY EXCEED CODE AND REGULATION REQUIREMENTS.2.WHERE REQUIREMENTS BETWEEN GOVERNING CODES AND REGULATIONS VARY, THE MORE STRINGENT SHALL APPLY.3.NOTHING CONTAINED IN CONTRACT DOCUMENTS SHALL BE CONSTRUED AS AUTHORITY OR PERMISSION TO DISREGARD OR VIOLATE
LEGAL REQUIREMENTS. THE CONTRACTOR SHALL IMMEDIATELY DRAW THE ATTENTION OF THE ARCHITECT TO ANY SUCH CONFLICTSNOTED IN THE CONTRACT DOCUMENTS.
1.06 PERMITS AND INSPECTIONSA. THE CONTRACTOR SHALL SECURE ALL APPROVALS AND PAY ALL FEES FOR ALL WORK INSTALLED. CERTIFICATE SHALL BE DELIVERED TO
OWNER BEFORE FINAL PAYMENT WILL BE MADE.
1.07 JOB CONDITIONSA. CONNECTIONS TO EXISTING WORK:
1.INSTALL NEW WORK AND CONNECT TO EXISTING WORK WITH MINIMUM INTERFERENCE TO EXISTING FACILITIES.2.TEMPORARY SHUTDOWNS OF EXISTING SERVICES:
a. AT NO ADDITIONAL CHARGES.b. AT TIMES NOT TO INTERFERE WITH NORMAL OPERATION OF EXISTING FACILITIES.c. ONLY WITH WRITTEN CONSENT OF OWNER.
3.ALARM AND EMERGENCY SYSTEMS: NOT TO BE INTERRUPTED.4.MAINTAIN CONTINUOUS OPERATION OF EXISTING FACILITIES AS REQUIRED WITH NECESSARY TEMPORARY CONNECTIONS BETWEEN NEW
AND EXISTING WORK.5.CONNECT NEW WORK TO EXISTING WORK IN NEAT AND ACCEPTABLE MANNER. RESTORE EXISTING DISTURBED WORK TO ORIGINAL
CONDITION INCLUDING MAINTENANCE OF WIRING CONTINUITY AS REQUIRED.B. REMOVAL AND RELOCATION OF EXISTING WORK:
1.DISCONNECT, REMOVE OR RELOCATE ELECTRICAL MATERIAL, EQUIPMENT AND OTHER WORK NOTED AND REQUIRED BY REMOVAL ORCHANGES IN EXISTING CONSTRUCTION.
2.PROVIDE NEW MATERIAL AND EQUIPMENT REQUIRED FOR RELOCATED EQUIPMENT.3.DISCONNECT LOAD AND LINE END OF CONDUCTORS FEEDING EXISTING EQUIPMENT.4.REMOVE CONDUCTORS FROM EXISTING RACEWAYS TO BE REWIRED.5.TAPE BOTH ENDS OF ABANDONED CONDUCTORS AND CAP OUTLETS AND ABANDONED RACEWAYS.6.CUT AND CAP ABANDONED FLOOR RACEWAYS FLUSH WITH CONCRETE FLOOR OR BEHIND WALLS AND CEILINGS.7.DISPOSE OF REMOVED RACEWAYS AND WIRE.8.DISPOSE OF REMOVED ELECTRICAL EQUIPMENT AS DIRECTED.9.IF ASBESTOS INSULATION IS FOUND WHEN WORKING IN EXISTING AREAS, IMMEDIATELY STOP WORK AND NOTIFY ARCHITECT. DO NOT
RESTART WORK UNTIL ADVISED IN WRITING BY ARCHITECT THAT IT IS SAFE TO DO SO FOLLOWING ABATEMENT, ENCAPSULATIONS, ETC.
1.08 PRODUCT DELIVERY, STORAGE AND HANDLINGA. CHECK DIMENSIONS OF ACCESS ROUTE THROUGH THE SITE FROM DELIVERY POINT TO FINAL LOCATION. WHERE NECESSARY, SHIP IN
CRATED SECTIONS OF SIZE TO PERMIT PASSING THROUGH AVAILABLE SPACE. DISMANTLE AND/OR REASSEMBLE, REPROVISION ANDRETEST EQUIPMENT TOO LARGE TO PASS THROUGH AVAILABLE ACCESS ROUTE TO FINAL LOCATION IN ONE PIECE. SHIP EQUIPMENT INORIGINAL PACKAGES, TO PREVENT DAMAGING OR ENTRANCE OF FOREIGN MATTER. HANDLE AND SHIP IN ACCORDANCE WITHMANUFACTURER'S RECOMMENDATIONS. PROVIDE AND MAINTAIN PROTECTIVE COVERINGS DURING CONSTRUCTION. REPLACE AT NOEXPENSE TO OWNER, EQUIPMENT OR MATERIAL DAMAGED DURING STORAGE OR HANDLING, AS DIRECTED BY ARCHITECT.
1.09 MAINTENANCE MANUALS AND AS-BUILT DRAWINGSA. PROVIDE FOUR (4) COPIES OF OPERATING AND MAINTENANCE MANUAL FOR OWNER'S USE FOR EACH PIECE OF EQUIPMENT. EACH ITEM
SHALL BE CROSS-REFERENCED AND NUMBERED WITH AS-BUILT DRAWING DESCRIPTIONS.B. AS-BUILT DRAWINGS: DELIVER TO OWNER, ONE ELECTRONIC ACAD SET OF ALL DRAWINGS AND PANEL SCHEDULES IN HARDCOPY AND ONE
ON CD.
1.10 SEISMIC SUPPORTA. CONTRACTOR SHALL SUPPORT AND BRACE ALL NEW ELECTRICAL SYSTEMS IN ACCORDANCE WITH SEISMIC CODE REQUIREMENTS.
2.00 PRODUCTS
2.01 GENERALA. NAMEPLATES:
1.FASTENED WITH EPOXY CEMENT, ENGRAVED WHITE LAMICOID SHEET WITH 3/4 IN. BLACK LETTERING.2.INSCRIPTION: SUBJECT TO REVIEW, INDICATING EQUIPMENT AND VOLTAGE.3.PROVIDE FOR:
a. DISCONNECT SWITCHES.b. CIRCUIT BREAKERS.c. PANELS.d. CABINETS.
B. INSERTS AND SUPPORTS:1.SINGLE ROD: SIMILAR TO GRINNELL FIG. 281.2.MULTI-ROD: SIMILAR TO FEE MASON SERIES 9000 WITH END CAPS AND CLOSURE STRIPS.3.CLIP FROM NAILS FLUSH WITH INSERTS. % OF RATING.4.MAXIMUM LOADING 755.SUPPORTS FROM BUILDING CONSTRUCTION: INSERTS, BEAM CLAMPS, STEEL FISHPLATES (IN CONCRETE FILL ONLY) OR CANTILEVER
BRACKETS.6.GROUPED LINES AND SERVICES: TRAPEZE HANGERS OF BOLTED ANGLES OR CHANNELS.7.WHERE BUILDING CONSTRUCTION IS INADEQUATE: PROVIDE ADDITIONAL FRAMING.
2.02 MATERIALSA. RACEWAYS:
1.ELECTROMETALLIC TUBING (EMT): THIN WALL PIPE, GALVANIZED, THREADLESS.2.FLEXIBLE STEEL CONDUIT: CONTINUOUS SINGLE STRIP, GALVANIZED.3.WIREWAYS:
a. SIZE: AS NOTED. MINIMUM NO. 16 GAUGE STEEL WITH GROUND CONTINUITY.b. FINISH: BAKED ENAMEL.c. COVER: SCREW ON.
B. FITTINGS AND ACCESSORIES:1.RACEWAY FITTINGS:
a. RIGID STEEL: NONSPLIT, THREADED, STEEL OR MALLEABLE IRON. ZINC DIE CAST NOT PERMITTEDb. ELECTROMETALLIC TUBING: COMPRESSION OR DOUBLE SET SCREW TYPE. GALVANIZED RIGID STEEL ELBOWS., 2 IN. OR LARGER.
c. FLEXIBLE METALLIC CONDUIT: ANGLE WEDGE TYPE WITH INSULATED THROAT.d. BUSHINGS: METALLIC INSULATED TYPE.
C. BOXES:1.OUTLET BOXES: EXCEPT AS OTHERWISE REQUIRED BY CONSTRUCTION, DEVICES OR WIRING.
a. STAMPED OR WELDED STEEL, 4 IN. SQUARE OR OCTAGON FOR:a.a. LIGHTING FIXTURES: 1½ IN. DEEP ABOVE CEILING, 2-1/8 IN. DEEP IN WALL.a.b. IN WALL FOR RECEPTACLES AND SWITCHES: 1½ IN. DEEP.a.c. IN WALL FOR TELEPHONE AND DATA: 2-1/8 IN. DEEP.a.d. WITH RAISED COVERS AND FIXTURE STUDS WHERE REQUIRED.a.e. THROUGH-THE-WALL TYPE, NOT PERMITTED.a.f. WITHOUT FIXTURE OR DEVICE: BLANK COVER.a.g. OFFSET BACK-TO-BACK OUTLETS: MINIMUM 6 IN. SEPARATION.
b. GALVANIZED CAST IRON OR ALUMINUM WITH THREADED HUBS: 4 INCH ROUND, 2 INCH DEEP ON CEILING, AND 4 INCH SQUARE, 2INCH DEEP ON WALL.
c. BOXES FOR OUTDOORS AND DAMP LOCATIONS: WEATHERPROOF, CAST METAL.d. BOXES WITHOUT FIXTURE OR DEVICE: PROVIDE WITH BLANK COVER
2.JUNCTION AND PULL BOXES:a. GALVANIZED SHEET STEEL.b. COVERS: SCREW-ON, EXCEPT AS NOTED.c. WITH INSULATED SUPPORTS FOR CABLES.d. LOCATION: AS NOTED OR REQUIRED AND ACCESSIBLE.e. PROVIDE BARRIERS BETWEEN:
e.a. 480Y/277 VOLT WIRING ENERGIZED FROM SEPARATE SERVICES.e.b. 208Y/120 VOLT AND 480Y/277 VOLT WIRING.e.c. EMERGENCY AND NORMAL WIRING.
f. PROVIDE BARRIERS IN EXISTING BOXES BETWEEN:f.a. 208Y/120 VOLT
3.FLOOR BOXES: GALVANIZED CAST IRON WITH BRASS COVERS AND FLANGES, SUITABLE FOR CONDUIT AND DEVICES INDICATED. HARVEYDUALAVEL SERIES OR EQUAL.
D. WIRE AND CABLE:1.CONDUCTORS: SHALL BE BASED ON 75°C TEMPERATURE RAITING
a. ASTM STANDARD SOLID NO. 10 AND SMALLER, STRANDED NO. 8 AND LARGER.a.a. TYPE: COPPER.a.b. SIZES:
a.b.a. GENERAL USE:a.b.a.a. NO. 12 MINIMUM.a.b.a.b. AT 120 VOLTS AND OVER 100 FT. CIRCUIT LENGTH: NO. 10 MINIMUM.a.b.a.c. AT 277 VOLTS AND OVER 200 FT. CIRCUIT LENGTH: NO. 10 MINIMUM.
a.b.b. CONTROL AND ALARM, EXCEPT AS NOTED:a.b.b.a. NO. 14 MINIMUM.a.b.b.b. AT 120 VOLTS AND OVER 200 FT. CIRCUIT LENGTH: NO. 12 MINIMUM.
a.b.c. OTHER VOLTAGES AND PHASES: AS REQUIRED TO MAINTAIN VOLTAGE DROP.a.b.d. INCREASE RACEWAY SIZES FOR LARGER WIRE AS REQUIRED.
2.INSULATION:a. THWN/THHN: FEEDERS AND BRANCH CIRCUITS EXCEPT AS NOTED.b. ARMORED CABLE (AC) AND METAL CLAD CABLE (MC): NOT ALLOWEDc. COLOR CODING: CONDUCTORS SHALL BE COLOR CODED TO DIFFERENTIATE THE PHASES, THE SAME COLOR CODE BEING ASSIGNED
TO THE SAME PHASE THROUGHOUT THE PROJECT.3.ACCESSORIES:
a. TAGS:a.a. FLAMEPROOF LINEN OR FIBER IN ACCESSIBLE LOCATIONS.a.b. FEEDERS: INDICATE FEEDER NUMBER, SIZE, PHASE AND POINTS OF ORIGIN AND TERMINATIONS.a.c. CONTROL AND ALARM WIRING: INDICATE TYPE (CONTROL OR ALARM), SIZE OF WIRE, AND POINTS OR ORIGIN AND
TERMINATIONS.b. TERMINATIONS, SPLICES AND TAPS UNDER 600 VOLTS:
b.a. COPPER CONDUCTORS NO. 10 AND SMALLER: WITH COMPRESSION-TYPE OF TWIST-ON SPRING-LOADED CONNECTORS ANDCLEAR NYLON-INSULATED COVERING.
b.b. COPPER CONDUCTORS NO. 8 AND LARGER: MECHANICAL BOLTED PRESSURE OR HYDRAULIC COMPRESSION TYPE USINGMANUFACTURER'S RECOMMENDED TOOLING.
b.c. CABLE LUGS AND CONNECTORS: COMPRESSION TYPE OF SAME METAL AS CONDUCTOR. PROVIDE TO MATCH CABLE, WITHMARKING INDICATING SIZE AND TYPE.
b.d. COPPER LUG CONNECTIONS TO BUS BARS: USE ANTI SEIZE COMPOUND ON TANG.
E. DEVICES:1.LOCAL WALL SWITCHES:
a. HEAVY DUTY, ROCKER QUIET TYPE.b. 20 AMP, 120/277 VOLT, AC.c. EQUAL TO LEVITON DECORA PLUS SERIES NOS. INDICATED.
c.a. SINGLE POLE, NO. 5621-2, 1221-2.c.b. 3-WAY, NO. 5623-2, 1223-2.c.c. COORDINATE WITH ARCHITECT FOR FINISH COLOR.
2.DIMMER SWITCHES: SLIDER TYPE, SIZES AS INDICATED. EQUAL TO LUTRON LUMEA 2 SERIES WHITE AS INDICATED.a. INCANDESCENT TYPE, NT SERIES. 120V.b. LOW VOLTAGE TYPE, NTLV AND NTELV SERIES. 120V.c. FLUORESCENT TYPE, NTF SERIES, 120 VOLT AND 277 VOLT.d. COORDINATE WITH ARCHITECT FOR FINISH COLOR.
3.INSERTION RECEPTACLES:a. GROUNDED, EXCEPT AS NOTED. MEETING NEMA STANDARDS, PUBLICATION WD-1-1971.b. EQUAL TO LEVITON DECORA PLUS SERIES NOS. INDICATED.c. DUPLEX CONVENIENCE.
c.a. FOR MULTI-OUTLET CIRCUITS, 125 VOLTS, 2 POLE, 3 WIRE, GROUNDED, 15 AMP, EQUAL TO NO. 16252.c.b. FOR SEPARATE CIRCUITS, 125 VOLTS, 2 POLE, 3 WIRE, GROUNDED, 20 AMP, EQUAL TO NO. 16352.c.c. GFIC TYPE, EQUAL TO 7599.c.d. COORDINATE WITH ARCHITECT FOR FINISH COLOR.
d. SINGLE, EXCEPT AS NOTED.d.a. 125 VOLT, 2 POLE, 3 WIRE, GROUNDED. 20 AMP, EQUAL TO NO. 16351
e. SPECIAL USE: NON-INTERCHANGEABLE TYPES AND RATINGS.4.FIRE RATED POKE-THROUGHS:
a. TYPES, SEE DRAWINGS:5.DEVICE PLATES:
a. SEE ARCHITECT FOR TYPE AND FINISH. DEFAULT: SCREWLESS FACEPLATE IN WHITE.F. LOW VOLTAGE DISTRIBUTION EQUIPMENT:
1.DISCONNECT SWITCHES:a. FUSED OR NONFUSED AS NOTED.b. VOLTAGE AS REQUIRED.c. HEAVY DUTY, EXCEPT AS NOTED.d. HORSEPOWER RATED FOR MOTOR LOADS.e. TOGGLE TYPE:
e.a. NON-FUSED, LOAD BREAKS.e.b. MAXIMUM RATINGS:
e.b.a. 20 AMP AT 600 VOLTS.e.b.b. 30 AMP AT 250 VOLTS.
e.c. 2 POLE: EQUAL TO ARROW-HART, NO. 6808F.e.d. 3 POLE: EQUAL TO ARROW-HART, NO. 7810F.
f. KNIFE-BLADE TYPE:f.a. LOAD BREAK, QUICK-MAKE-QUICK-BREAK, UL CLASS R UP TO 600 VOLT.f.b. MAXIMUM RATING EXCEPT AS NOTED: 800 AMP.f.c. ARC QUENCHERS.f.d. INDIVIDUALLY MOUNTED: EQUAL TO GENERAL ELECTRIC "TH" OR EQUAL.f.e. PANELBOARD OR SWITCHBOARD MOUNTED: EQUAL TO GENERAL ELECTRIC "QMR" OR EQUAL.f.f. ENCLOSURES: DEAD FRONT, NEMA TYPE 1, EXCEPT AS NOTED.
2.FUSES:a. MATCH EXISTING.b. FOR MOTOR AND TRANSFORMER LOADS:
b.a. CURRENT LIMITING, DUAL ELEMENT, TIME DELAY TYPE, MAXIMUM RATING: 600 AMP AT REQUIRED VOLTAGE.b.b. 200,000-AMP IC: EQUAL TO BUSSMANN FUSETRON FRN OR FRS OR LO-PEAK LPN OR LPS (UL CLASS R).
c. FOR OTHER LOADS:c.a. CURRENT LIMITING, FAST ACTING TYPE.c.b. 200,000-AMP IC: EQUAL TO BUSSMANN LIMITRON KTN, KTS, OR KTU (UL CLASS R, UP TO 600 AMP; CLASS L, OVER 600 AMP).
d. ALL FUSES: SAME MANUFACTURER.e. PROVIDE 1 SPARE MATCHING FUSE FOR EACH SET OF 3.
3.CIRCUIT BREAKERS:a. MOLDED CASE:
a.a. THERMAL-MAGNETIC, QUICK-MAKE-QUICK-BREAK.a.b. MANUALLY OPERATED WITH INSULATED TRIP-FREE HANDLE.a.c. MULTI-POLE TYPES: WITH INTERNAL TRIP BAR.a.d. TERMINALS: UL LISTED FOR 75 DEGREE C AND SUITABLE FOR COPPER OR ALUMINUM CABLE.a.e. ENCLOSURES: DEAD FRONT, NEMA TYPE 1, EXCEPT AS NOTED.a.f. FRAMES, IC AND INTERCHANGEABLE TRIPS:
a.f.a. 120/240 VOLTS, 100-AMP FRAMES.a.f.a.a. INTERRUPTING CAPACITY: PER DRAWINGS.a.f.a.b. 1, 2 AND 3 POLES.
a.f.b. 240 VOLTS, 225 AMPERE FRAME:a.f.b.a. INTERRUPTING CAPACITY: PER DRAWINGS.a.f.b.b. 3 POLES.
4.DISTRIBUTION PANELS:a. MATCH EXISTING MANUFACTURER WHERE MANUFACTURER IS KNOWN AND IT IS POSSIBLE AND APPLICABLE, OR REPLACE WITH
EATON CUTLER HAMMER SQUARE D.b. COPPER BUSSINGc. HINGED ACCESS AND HINGED COVER: DOOR-IN-DOOR CONSTRUCTION.
G. LIGHTING FIXTURES:1.PROVIDE FIXTURES, COMPONENTS AND LAMPS.2.TYPE OF FIXTURES INDICATED BY LETTERS.3.INCANDESCENT: 120 VOLT, EXCEPT AS NOTED.4.FLUORESCENT:
a. 277 VOLT, EXCEPT AS NOTED.b. SHALL BE CERTIFIED BY THE MANUFACTURER TO COMPLY WITH TITLE 24.
5.FIXTURE CATALOG NUMBERS USED TO ILLUSTRATE EQUIPMENT TYPE DO NOT NECESSARILY DENOTE REQUIRED MOUNTING EQUIPMENT ORACCESSORIES. PROVIDE ACCESSORIES TO SUIT.
6.ELECTRONIC BALLASTS:a. BALLASTS SHALL BE COMPLETELY OF SOLID STATE DESIGN.b. BALLAST FACTOR OF 0.90 OR HIGHER.c. LAMP CURRENT CREST FACTOR LESS THAN 1.7.d. OPERATION SHALL BE AT A FREQUENCY GREATER THAN 20,000 HZ.e. POWER FACTOR SHALL BE 0.90 OR HIGHER.f. TOTAL HARMONIC DISTORTION SHALL BE 10 PERCENT OR LESS.g. LIGHT OUTPUT SHALL REMAIN CONSTANT FOR LINE VOLTAGE VARIATIONS OF PLUS OR MINUS 10 PERCENT.h. SOUND RATING OF "A".i. SPECIFIC DESIGN FOR 32-WATT T8 LAMPS.j. PROVIDE FILAMENT HEATING DURING STARTING TO AVOID ANY REDUCTION IN RATED LAMP LIFE.k. LISTED AS CLASS P.l. MEET ANSI SPECIFICATIONS AND FCC REQUIREMENTS FOR TRANSIENT PROTECTION AND EMI/RFI LIMITATION.m. A WARRANTY MUST BE IN FORCE COVERING REPLACEMENT OF BALLASTS, WHICH FAIL WITHIN FIVE (5) YEARS OF DATE OF
INSTALLATION.n. ELECTRONIC BALLAST SHALL BE MANUFACTURED BY MAGNETEK, ADVANCE, MOTOROLA, OR LUTRON COMPANY.
7.CONTRACTOR'S BASE BID IS TO INCLUDE FIXTURES ON SCHEDULE (SEE DRAWINGS).H. OCCUPANCY SENSORS
1.120 VOLT OR 277 VOLT AS REQUIRED.2.20 AMP CONTACT RATING.3.SOURCE: ULTRASONIC OR INFRARED.4.CEILING OR WALL MOUNTED AS REQUIRED.5.CONTROL TRANSFORMER AND SWITCHING CONTROL: CLASS 2 WITH APPROVED PLENUM WIRING.6.PROVIDE CONTROL SWITCHPACKS AS REQUIRED.7.FIELD ADJUSTMENTS:
a. SENSITIVITY.b. OFF DELAY (15 SEC. TO 30 MIN.).
8.COVERAGE PATTERNS, APPLICATION AND SENSOR LOCATIONS SHALL BE COORDINATED WITH MANUFACTURERS REPRESENTATIVE.9.AS SCHEDULED ON DRAWINGS.10. MANUFACTURER: WATT STOPPER
I. TELEPHONE/DATA CONDUIT SYSTEM:1.COMPLETE SYSTEM OF:
a. EMPTY CONDUIT.b. PULL BOXES.c. OUTLETS.d. SLEEVES.e. FISHWIRES.f. TERMINAL BOARDS.g. TERMINAL STRIP CABINETS.
2.OUTLETS:a. WALL: 4 IN. SQUARE WITH BUSHED COVER PLATE.b. FLOOR: POKE-THROUGH FITTINGS.
3.TERMINAL BOARDS: FIREPROOF PLYWOOD, SIZES AS INDICATED.4.CONDUIT: 3/4 IN. MINIMUM.
3.00 EXECUTION
3.01 INSTALLATION OF THE WORKA. THE CONTRACT DRAWINGS INDICATE THE GENERAL ARRANGEMENTS FOR THE ELECTRICAL SYSTEMS.
1.DRAWINGS ARE DIAGRAMMATIC AND DO NOT INDICATE NECESSARY OFFSETS, OBSTRUCTIONS OR STRUCTURAL CONDITIONS.2.ABOVE ITEMS TO BE PERFORMED AT NO ADDITIONAL COST TO THE OWNER.3.PROCEED AS RAPIDLY AS THE BUILDING CONSTRUCTION WILL PERMIT.4.THOROUGHLY CLEAN ITEMS BEFORE INSTALLATION. CAP OPENINGS TO EXCLUDE DIRT UNTIL FINAL CONNECTIONS HAVE BEEN MADE.5.CUT MATERIALS ACCURATELY, WORK INTO PLACE WITHOUT SPRINGING OR FORCING, PROPERLY CLEAR WINDOWS, DOORS AND OTHER
OPENINGS. EXCESSIVE CUTTING OR OTHER WEAKENING OF THE BUILDING STRUCTURE WILL NOT BE PERMITTED.6.MANUFACTURER'S DRAWINGS AND INSTRUCTIONS SHALL BE FOLLOWED IN ALL CASES WHERE THE MAKERS OF DEVICES AND EQUIPMENT
FURNISH DIRECTIONS OR DETAILS NOT SHOWN ON THE DRAWINGS OR DESCRIBED IN THE SPECIFICATIONS.7.DRAWINGS ARE NOT INTENDED TO BE SCALED, BUT SHALL BE FOLLOWED WITH SUFFICIENT ACCURACY TO COORDINATE WITH OTHER WORK.8.SEISMIC DESIGN: THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL ANCHORS, SUPPORTS AND CONNECTIONS OF ELECTRICAL WORK TO
THE BUILDING STRUCTURE TO PREVENT DAMAGE AS A RESULT OF AN EARTHQUAKE, INCLUDING MANUFACTURED EQUIPMENT, THECONNECTION AND INTEGRITY OF SHOP FABRICATED AND FIELD FABRICATED MATERIALS AND EQUIPMENT. ALL SUPPORTS, EQUIPMENTAND CONNECTIONS THERETO SHALL BE DESIGNED TO CONFORM TO REQUIREMENTS OF THE BUILDING CODE, OR OTHER GOVERNINGCODES.
9.ALL WORK SHALL BE PROPERLY SUPPORTED FROM BUILDING STRUCTURE AND/OR FRAMING IN AN APPROVED MANNER, INDEPENDENT OFTHE CEILING SUPPORT SYSTEM. WHERE OVERHEAD CONSTRUCTION DOES NOT PERMIT DIRECT FASTENING OF SUPPORTS, FURNISHADDITIONAL FRAMING.
10. ALL EQUIPMENT SHALL BE SECURELY FASTENED TO BUILDING CONSTRUCTION WITH APPROVED SUPPORTS.11. REFER TO ARCHITECTURAL DRAWINGS FOR EXACT LOCATION OF LIGHTING FIXTURES, SWITCHES, RECEPTACLES, TELEPHONE AND
DATA OUTLETS (IF DEPICTED). IF ITEMS ARE NOT DEPICTED SPECIFICALLY ON ARCHITECT'S DRAWINGS, OBTAIN ARCHITECT'S APPROVALFOR LOCATIONS PRIOR TO INSTALLATION.
12. COORDINATE THE WORK OF THIS SECTION WITH THE WORK OF OTHER SECTIONS IN AMPLE TIME FOR PROPER INSTALLATION ANDCONNECTION.
13. CAREFULLY CHECK SPACE REQUIREMENTS, INCLUDING SERVICING SPACE REQUIREMENTS, WITH OTHER SECTIONS TO ENSURETHAT ALL EQUIPMENT AND MATERIALS CAN BE INSTALLED IN THE SPACES ALLOTTED THERETO.
14. PREPARE DRAWINGS, ATTEND MEETINGS, OBTAIN ALL APPROVALS REQUIRED BY ALL AUTHORITIES HAVING JURISDICTION, CONDUCTREQUIRED TESTS AND OBTAIN REQUIRED PERMITS.
B. FIRE PROOFING:1.FIRE SEALED ALL PENETRATION THRU RATED WALLS, FLOORS, AND CEILING WITH APPROVED METHOD BY LOCAL JURISDICTION.2.SEAL PENETRATION IN ACCORDANCE WITH SECTION 07842.3.SEAL PENETRATION THROUGH EXTERIOR WALLS AND ROOFS IN ACCORDANCE WITH SECTION 07920.
C. RACEWAYS:1.RUN CONCEALED, EXCEPT AS NOTED.2.SUPPORTS:
a. CEILING TRAPEZE, STRAP HANGERS OR WALL BRACKETS.b. U-BOLTS: AT EACH FLOOR LEVEL OF RISER RACEWAYS AND CONNECTED TO ACCEPTABLE SUPPORTS.c. RISER CLAMPS: AT EACH FLOOR LEVEL OR RISER RACEWAYS AND RESTING ON SLAB.d. SECURE RACEWAYS TO SUPPORTS WITH PIPE STRAPS OR U-BOLTS.e. SPACING:
e.a. MINIMUM 10 FT. ON CENTERS FOR METALLIC RACEWA
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PANEL A
PANEL PROVIDED WITH PRE-MANUFACTUREDPORTABLE BUILDING. REFER TOARCHITECTURAL PLANS FOR PANEL SIZE,SCHEDULE, AND EXACT LOCATION.
(E)
(E)
(N)
(N)
+70" AFF
(E)
(N)
(E)
CLOCK PROVISIONSPROVIDED WITH MODULARBUILDING.
(E)
2
2
2
2
2
2
2
FEEDER FROM PANEL 'TDBL'. REFER TOSHEET E1.0 FOR CONTINUATION.
1
4
2
3
2
3
4
5
(N)PANEL A
PANEL PROVIDED WITH PRE-MANUFACTUREDPORTABLE BUILDING. REFER TOARCHITECTURAL PLANS FOR PANEL SIZE,SCHEDULE, AND EXACT LOCATION.
(E)
(E)
(N)
(N)
+70" AFF
(E)
(N)
(E)
CLOCK PROVISIONSPROVIDED WITH MODULARBUILDING.
(E)
2
2
2
2
2
2
2
FEEDER FROM PANEL 'TDBL'. REFER TOSHEET E1.0 FOR CONTINUATION.
1
4
2
3
2
3
4
5
(N)PANEL A
PANEL PROVIDED WITH PRE-MANUFACTUREDPORTABLE BUILDING. REFER TOARCHITECTURAL PLANS FOR PANEL SIZE,SCHEDULE, AND EXACT LOCATION.
(E)
(E)
(N)
(N)
+70" AFF
(E)
(N)
(E)
CLOCK PROVISIONSPROVIDED WITH MODULARBUILDING.
(E)
2
2
2
2
2
2
2
FEEDER FROM PANEL 'TDBL'. REFER TOSHEET E1.0 FOR CONTINUATION.
1
4
2
3
2
3
4
5
(N)PANEL A
PANEL PROVIDED WITH PRE-MANUFACTUREDPORTABLE BUILDING. REFER TOARCHITECTURAL PLANS FOR PANEL SIZE,SCHEDULE, AND EXACT LOCATION.
(E)
(E)
(N)
(N)
+70" AFF
(E)
(N)
(E)
CLOCK PROVISIONSPROVIDED WITH MODULARBUILDING.
(E)
2
2
2
2
2
2
2
FEEDER FROM PANEL 'TDBL'. REFER TOSHEET E1.0 FOR CONTINUATION.
1
4
2
3
2
3
4
5
(N)
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SCALE: 1/4" = 1'-0"E2.1
1 ENLARGED POWER / DATA PLAN - BUILDING 1
KEYED NOTES BY SYMBOL -
GENERAL NOTES
X
1 PROVIDED REMOTE EQUIPMENT CABINET FORNETWORK SWITCH. HUBBELL RE2 OR EQUAL.PROVIDE PATCH PANEL FOR HORIZONTALCABLING. TERMINATE ALL DATA RECEPTACLESIN PORTABLE AT PATCH PANEL. INSTALLDISTRICT PROVIDED SWITCH IN CABINET.PROVIDE FIBER FROM SWITCH TO NEARESTIDF ROOM (CONFIRM WITH DISTRICT) VIAUNDERGROUND CONDUITS. CONFIRM FIBERSTANDARDS WITH DISTRICT.
2 PROVIDED DUPLEX RECEPTACLE WITHINTEGRAL 5V POWER SUPPLY TO POWER HDMIOVER UTP PLATE. HUBBELL #AVPS15W OREQUAL.
3 PROVIDE FACEPLATES WITH HDMI AND USBOVER TWISTED PAIR. PROVIDE CAT6 WIRINGBETWEEN DEVICES. 'SB' DEVICE INDICATESOUTPUT PLATE AND 'AV' INDICATES INPUTPLATE. PROVIDE 5V POWER TO DEVICE FROMADJACENT RECEPTACLE.
4 PROVIDE FACEPLATES WITH HDMI AND USBOVER TWISTED PAIR. PROVIDE CAT6 WIRINGBETWEEN DEVICES. 'SB' DEVICE INDICATESOUTPUT PLATE AND 'AV' INDICATES INPUTPLATE. PROVIDE 5V POWER TO DEVICE FROMADJACENT RECEPTACLE.
5 PROVIDE RECEPTACLE IN IDF CABINET FORSWITCH.
PROVIDE ALL ITEMS SHOWN FULL-TONE.
ALL ITEMS SHOWN AS EXISTING '(E)' AREPROVIDED AS PART OF PRE-WIRED MODULARBUILDING. ITEMS SHOWN AS NEW '(N)' SHALLBE PROVIDED WITH NEW CONDUIT ROUTINGAND DEVICES IN FIELD UPON INSTALLATION OFMODULAR BUILDING.
A.
B.
SCALE: 1/4" = 1'-0"E2.1
2 ENLARGED POWER / DATA PLAN - BUILDING 2SCALE: 1/4" = 1'-0"E2.1
3 ENLARGED POWER / DATA PLAN - BUILDING 3SCALE: 1/4" = 1'-0"E2.1
4 ENLARGED POWER / DATA PLAN - BUILDING 4
F
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HEAT DETECTOR INCEILING SPACE
HEAT DETECTOR INCEILING SPACE
TYP.
1
HEAT DETECTOR INCEILING SPACE
HEAT DETECTOR INCEILING SPACE
TYP.
1
HEAT DETECTOR INCEILING SPACE
HEAT DETECTOR INCEILING SPACE
TYP.
1
HEAT DETECTOR INCEILING SPACE
HEAT DETECTOR INCEILING SPACE
TYP.
1
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SCALE: 1/4" = 1'-0"E3.1
1 ENLARGED FIRE ALARM PLAN - BUILDING 1
KEYED NOTES BY SYMBOL -
GENERAL NOTES
PROVIDE ALL ITEMS SHOWN FULL-TONE.
ALL ITEMS SHOWN AS EXISTING '(E)' AREPROVIDED AS PART OF PRE-WIRED MODULARBUILDING. ITEMS SHOWN AS NEW '(N)' SHALLBE PROVIDED WITH NEW CONDUIT ROUTINGAND DEVICES IN FIELD UPON INSTALLATION OFMODULAR BUILDING.
PROVIDE ALL FIRE ALARM DEVICES, CONDUIT,AND FACP AS NEW.
X
1 REFER TO TABLE BELOW FOR FIRE ALARMWIRING SIZES.
A.
B.
C.
SCALE: 1/4" = 1'-0"E3.1
2 ENLARGED FIRE ALARM PLAN - BUILDING 2SCALE: 1/4" = 1'-0"E3.1
3 ENLARGED FIRE ALARM PLAN - BUILDING 3SCALE: 1/4" = 1'-0"E3.1
4 ENLARGED FIRE ALARM PLAN - BUILDING 4
PLAN VIEW OF GROUND CLAMP
TO RIGID CONDUIT DETAIL "A"TOP VIEW . DETAIL "B"
36"
48"
4"
TYPICAL LAYOUT
POWER
36"
48"
48"
24"
SIGNAL
(E) 2X WOOD STUD
USING 3/8" LAG SCREWWOOD STUD WALL
FASTEN UNISTRUT TO
RIGID STEEL CONDUIT
GALVANIZED CHANNEL
UNISTUT #P1000
1 5/8" MIN. X 18" MIN.
UNISTUT #P1100 SERIES
PIPE CLAMPS
(TYPICAL)
CONDUIT
GROUND ROD AND PRE-CAST CONCRETE GROUND BOX DETAIL,SD-3.61SCALE
NONE PRE-CAST CONCRETE PULLBOX DETAIL, SD-3.12SCALE
NONE
EXPOSED CONDUIT SUPPORT DETAIL
3SCALE
NONE 4SCALE
NONE
5SCALE
NONE NOT USED6SCALE
NONE
NOT USED
7SCALE
NONE
PORTABLE CLASSROOM GROUNDING DETAIL
8SCALE
NONE
NOT USED9SCALE
NONE 11SCALE
NONE
TRANSFORMER MOUNTING DETAIL
12SCALE
-10SCALE
NONE
NOT USED
NOT USED
1-1/2" TO EDGE MIN.
CTR @ STUD
(3) 4" MAX.
1-1/2" EMBED INTO STUD
EVERY 10'
PAD f'c=2,500 PSI
TRANSFORMER
(E) S.O.G.
6"
TRANSFORMER
#4 REBAR 12" ON
CENTER EACH WAY
1/2" EXPANSION ANCHORS
@4'-0" c/c (4 MIN)
SEE 21/S-0.03 FOR
ADDITIONAL INFORMATION
WT=1344# MAX
W=24",L=23",H=42"
NOT USED
(E) PLASTER FINISH ON EXT
ICC ESR-1771 OR
ICC ESR-1917
MIN. 7'-0" A.F.F
NOT USED
4" MIN
2x4@16" MIN
NOTE: FOR STRUCTURAL SUPPORT DETAIL, SEE
STRUCTURAL DRAWING DETAIL 21 IN SHEET NO. S-0.03.
FOR ANY DISCREPANCY, SPECIFICATIONS IN
STRUCTURAL DETAILS SHALL TAKE PRECEDENCE.
CONCRETE
FOUNDATION
FINISH FLOOR
ELECTRICAL
PANEL
PANEL BONDED
TO GROUND
CONDUCTOR
1/2"C RIGID CONDUIT WITH #8
CONDUCTOR ATTACHED TO WALL
WITH 2-HOLE STRAPS
1 1/2"C, 3#1, 1#8 (PWR)
ADJACENT TO GROUND CONDUIT
"T" CONDUIT FOR SEPARATE
EQUIPMENT GROUNDING
CONDUCTOR BONDED TO
METAL BUILDING FRAME
NOTES:
1. SIZE OF CONDUCTORS SHALL COMPLY WITH CEC TABLE
250-122.
2. BOND SEPARATE CONDUCTORS FROM GROUND ROD TO
ELECTRICAL PANEL AND TO METAL BUILDING FRAME IN
ADDITIONAL TO THE DETAIL ABOVE. BOND THE
ELECTRICAL GROUND TO METAL WATER PIPE EMBEDDED
AT LEAST 10 FT. INTO THE SOIL IF AVAILABLE. (CEC
250-104).
3. ALL MODULES OF THE METAL FRAME BUILDING SHALL
BE ELECTRICALLY BONDED WITH #8 SOLID COPPER.
(ASSEMBLY BOLTING IS NOT AN ACCEPTABLE BONDING).
4. CHECK RESISTANCE TO GROUND IF RESISTANCE
EXCEEDS 25 OHMS, INSTALL ADDITOINAL GROUND RODS
(CEC 250-56) AS REQUIRED WITH CONDUCTORS AS
SHOWN, SEPARATED BY AT LEAST 6'-0" UNTIL
RESISTANCE IS 25 OHMS OR LESS.
5. FIELD INSPECTOR SHALL WITNESS AND VERIFY THE
GROUNDING TEST.
3/4" x 10'-0" LONG COPPER
CLAD GROUND ROD OR
OTHER ELECTRODE, DETAIL 1
ON THIS SHEET.
3/4" CRUSHED ROCK MIN. SIZE
PULL BOX BASE DIMENSION
x 48" DEEP, FILLED TO TOP
GROUND ROD
PER SPECIFICATION
36" SECTION OF
6" CLAY PIPE
MIFARI 140NC
6" COMPACT SAND
6" DRAIN COVER
FLUSHE WITH FLOOR
FINISHED GRADE
SET PULL BOX 1" ABOVE
TOP OF FINISHED GRADE
DEPTH AS REQUIRED
RAMP 10% LOCALLY WITH
A.C. TO JOIN PULLBOX.TRAFFIC COVER
3/4"∅ PULL IRON TYP.
FOR ALL PULL BOXES
USE A BARRIER OR
PROVIDE SEPARATE
NONMETALLIC 8" X 8" X 4"
PULL BOX INSTALLED
INSIDE SIGNAL PULL BOX
TO ISOLATE FIRE ALARM
SYSTEM
TYP. KNOCKOUT
8"x16"
TYP. KNOCKOUT
20"x20"
CABLE RACK TYP.
1. IN THE PRECAST CONCRETE PULL BOXES FURNISH AND INSTALL CABLE RACKS ON
WALLS INDICATED. EACH RACK SHALL BE EQUIPPED WITH THREE PORCELAIN CABLE HOLDERS
ON A VERTICAL STEEL MOUNTING BAR. BOLT HOLES SHALL BE PRE-CAST PULL BOXES
QUICKSET UTILITY VAULT SERIES TPB-1001 OR EQUAL WITH STAINLESS STEEL FLAT HEAD
SCREWS AND SELF CLEANING HOLES. LOOP ALL CABLES AROUND THE LONGEST LENGTH IN
THE PULL BOX.
GROUND CONNECTOR
BURNDY TYPE GKP
SEE DETAIL "B"
3/4"∅ x 10'-0" COPPER CLAD
GROUND ROD
COOPER WIRE, SIZE
AS REQUIRED
GROUND CONNECTOR
CONDUIT TO ROD WITH
FEED THRU
PRE-CAST CONCRETE
BOX. 19"x14"
BROOKS #36HFI OR EQ.
8"∅ CLAY SOIL PIPE
FILL WITH SOIL
COPPER ALLOY
GROUND CLAMPS
BY BURNDY
GROUND WIRE RIGID CONDUIT
GROUND ROD
21"MIN.
GROUND CLAMP
SEE DETAIL "A-1"
CAST IRON FRAME
FINISH GRADE
CAST IRON LOCKING COVER
OR CAST IRON BOLT DOWN
COVER LOCKING COVER
RIGID CONDUIT
BRASS BURNDY GROUND CONNECTOR
TYPE "GKP"
GROUND WIRE
NOTE: PROVIDE ADDITIONAL GROUND RODS IN CONCRETE BOXES 72"
O.C. AS NEEDED TO MEET 5 OHM REQUIREMENT EXTENDING
SAME CONDUIT AND WIRE AND USING SAME CLAMPS. 5 OHM
RESISTANCE TO GROUND MAXIMUM SHALL BE PROVIDED USING
GROUND RODS ONLY, PRIOR TO THE CONNECTION OF CONDUIT
AT ROD OR PANEL OR OTHER GROUND PATH.
TH
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C:\R
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SE4.1
Saugus U
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West C
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TRANSFORMER FEEDER TABLE (COPPER)GENERAL PURPOSE TRANSFORMERS
SEC (SECONDARY)PRI (PRIMARY)MARK GEC
K4-RATED TRANSFORMERS
* GEC (GROUNDING ELECTRODE CONDUCTOR PER NEC 250-66)
FT15 3#10,#10G-3/4"C 4#6,#8G-1"C
FT30 3#6,#10G-1"C 4#1,#6G-1 1/2"C
FT112.5 3#1/0,#6G-2"C
FT150 3#4/0,#2G-2 1/2"C
FT15K 3#10,#10G-3/4"C 3#4,#2(N),#8G-1 1/2"C
FT30K 3#6,#10G-1"C 3#1/0,#3/0(N),#6G-2 1/2"C
FT45K 3#4,#8G-1 1/4"C 3#3/0,#250Kcmil(N),#4G-2 1/2"C
FT75K 3#1,#8G-1 1/2"C
(2)2"C EACH WITH 4#3/0, #1/0G PARALLEL FEEDER
(2)3"C EACH WITH 4-250Kcmil, #1/0G-PARALLEL FEEDER
FT75 3#1,#8G-1 1/2"C 4#4/0,#2G-2 1/2"C
FT45 3#4,#8G-1 1/4"C 4#1/0,#6G-2"C
FT225 3-350Kcmil,#2G-3"C (2)3"C EACH WITH 4-350Kcmil, #2/0G-PARALLEL FEEDER
#8
#6
#6
#2
#1/0
#1/0
#2/0
#8
#6
#4
#1/03-300Kcmil,2#4/0(N),#1/0G-3"C
3"
3"
2 1/2"
3"
2 1/2"
2"
3"
2 1/2"
2"
2"
2"
1 1/2"
1 1/2"
1 1/2"
1 1/2"
1 1/4"
1"
1"
3/4"
3/4"
3/4"
C
3/0
2/0
1/0
1
2
3
4
4
4
6
6
6
6
6
8
8
10
10
10
10
12
GND
350
400
300
350
250
3/0
350
250
4/0
3/0
2/0
1/0
1/0
1
1
2
4
6
8
10
12
ø
FEEDER 3W
4
3
3
2
2
2
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
# SETS
3ø FEEDER SCHEDULE (COPPER)
3-1/2"
3"
3"
3"
3"
2 1/2"
3"
3"
2 1/2"
2"
2"
2"
2"
1 1/2"
1 1/2"
1 1/2"
1 1/4"
1"
1"
3/4"
3/4"
C
3/0
2/0
1/0
1
2
3
4
4
4
6
6
6
6
6
8
8
10
10
10
10
12
GND
350
400
300
350
250
3/0
350
250
4/0
3/0
2/0
1/0
1/0
1
1
2
4
6
8
10
12
ø & N
FEEDER 4W
4
3
3
2
2
2
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
# SETS
F41200
F41000
F4800
F4600
F4500
F4400
F4300
F4250
F4225
F4200
F4175
F4150
F4125
F4110
F4100
F490
F460
F450
F440
F430
F420
(AMPACITY)
MARK
3"4/040053-1/2"4/04005F41600
3-1/2"25050064"2505006F42000
35073507F42500
40084008F43000
500500
500500
3-1/2"4"
3-1/2"4"
3/4"121213/4"12121F415
1 1/4"8311 1/4"831F480
1 1/4"8411 1/4"841F470
2"34/022 1/2"34/02F4450
3-1/2"1/050024"1/05002F4700
FEEDER SHALL BE 4-WIRE (4W) UNLESS DENOTED OTHERWISE.
ALL FEEDERS SHALL HAVE AN EQUIPMENT GROUND CONDUCTOR.
NOT ALL SIZES USED
NOTES
CB
30A
50A
150A
225A
30A
50A
70A
100A
100A
70A
300A
CB
60A
100A
400A
500A
225A
150A
650A
60A
100A
225A
150A
F31200
F31000
F3800
F3600
F3500
F3300
F3300
F3250
F3225
F3200
F3175
F3150
F3125
F3110
F3100
F390
F360
F350
F340
F330
F320
(AMPACITY)
MARK
F31600
F32000
F32500
F33000
F315
F380
F370
F3350
F3700
KVA
15
30
112.5
150
15
30
45
75
75
45
225
(E) PANEL1AH
(E) AC1
(E) AC2
(E) AC3
(E) AC4
(E) MAU1
BLDG 1PANEL
BLDG 2PANEL
BLDG 3PANEL
BLDG 4PANEL
40A3P
31 2
100A3P
4 5 6
(E) DISTRIBUTION "AHD-1"277/480V-3PH-4W400A BUSAIC=42K
(E) F
EE
DE
R
(E) F
EE
DE
R
400A3P
TO & FROMCAMPUS
MAINSWITCHBOARD
(E) F
EE
DE
R
40A3P
(E) F
EE
DE
R
40A3P
(E) F
EE
DE
R
40A3P
(E) F
EE
DE
R
90A3P
(E) F
EE
DE
R
(E) XFMR480-120/240V3PH, 4W112.5KVA
7
175A3P
(E) F
EE
DE
R(E
) FE
ED
ER
(N) XFMR480V-120/240V, HILEG, 3PH112.5KVAWP
8
175A3P
2 31
100A2P
400A3P
100A2P
100A2P
54
100A2P
100A2P
1 1 1 1 1 11 2
3
200AS175AF3PWP
1 EXISTING BREAKERS IN EXISTING SWITCHBOARD.
PROVIDE BREAKER TO MATCHING EXISTING
BREAKERS TYPE AND EXISTING OR HIGHER AIC
RATING.
PROVIDE 1#1/0 CU IN 1"C AND PROVIDE AND
CONNECT TO A 3/4"D X 8' LONG GROUNDING
ELECTRODE.
100A, 120/240 V, 1∅, 3W PANELS BY MODULAR
BUILDING MANUFACTURER WITH 100A MAIN CIRCUIT
BREAKER, SHOWN FOR REFERENCE ONLY.
CONDUIT TO BE STBBED AND CAPPED FOR FUTURE
BUILDING.
42 CIRCUITS, 400A, FULLY RATED, 240/120V, 3∅, 4W B
HILEG, 18 KAIC, WITH 400A/3P MCB, BOTTOM GED
2
3
DISTRIBUTION "TDBL"WP
4
5
5
4 4 4 4
1. ALL PANEL BOARDS SHALL BE CAMPUS
STANDARDS WITH BOLT-ON CIRCUIT BREAKER
AND COPPER BUS.
2. WHERE EXISTING PANELBOARDS,
TRANSFORMERS, ETC ARE SHOWN WITH NEW
FEEDER CONNECTION, CONTRACTOR SHALL
REMOVE EXISTING FEEDER TO EQUIPMENT AND
CONNECT WITH NEW AS INDICATED.
3. FEEDER LENGTH SHOWN ARE FOR SHORT
CIRCUIT CALCULATION AND PLANCHECK
PURPOSE ONLY.
4. ALL NEW CIRCUIT BREAKERS SHALL BE FULLY
RATED, UNLESS OTHERWISE INDICATED.
5. ALL TERMINATIONS AND ENCLOSURES SHALL BE
RATED FOR USE WITH 75 DEGREE CELCIUS
CONDUCTORS
6. ELECTRICAL CONTRACTOR SHALL PERFORM
SHORT CIRCUIT AND ARC FLASH STUDY
NECESSARY FOR THE NEW SWITCHGEAR.
PROVIDE ARC FLASH WARNING LABEL STICKERS
AT ALL PANELS.
7. ALL ROUTING SHOWN ON ELECTRICAL DRAWINGS
ARE DIAGRAMMATIC. CONTRACTOR TO VERIFY IN
THE FIELD EXACT LOCATIONS OF FINAL ROUTING
PRIOR TO INSTALLATION.
8. PROVIDE ARC-FLASH WARNING PLAQUE SHOW
ABOVE ON EVERY SWITCHBOARD, INDUSTRIAL
CONTROL PANEL, MOTOR CONTROL CENTER, ON
THIS PROJECT PER NEC 110-16.
6
Ph:a,b Ph:a,c Ph:b,c Ph:a,b Ph:a,c
6
208/120VDISTRIBUTION
Arc
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LEGEND NOTES
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evit\7
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5270-0
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enta
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on.r
vt
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03/3
1/2
016
Inte
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Housin
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UC
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OC
UM
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-LIN
E D
IAG
RA
ME5.1
Saugus U
nio
n S
chool D
istr
ict -
West C
reek A
cadem
y
KEYED NOTES BY SYMBOL -
GENERAL NOTES
X
LEGEND
NEW ELECTRICAL CONDUIT TO BEINSTALLED
EXISTING ELECTRICAL CONDUIT
ROOM SEPARATION LINE