March 31st, 2016 28767 West Hils Drive Santa Clarita, California

Transcription

CONSTRUCTION
DOCUMENTS
West Creek Academy
28767 West Hils Drive
Santa Clarita, California 91354
March 31st, 2016
PTN 64998-55
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
DESIGN TEAM
DLR GROUP
3130 WILSHIRE BLVD., 6TH FLOOR
SANTA MONICA, CALIFORNIA 90403
CONTACT: VIRGINIA MARQUARDT
vmarquardt@dlrgroup.com
(310) 828-0040
WE
ST H
ILLS
DRI
VE
CIVIL ENGINEER
PSOMAS
28480 AVENUE STANFORD, STE 200
SANTA CLARITA, CA 91355
DAVID MARTIN
dmartin@psomas.com
(661) 705-4439
GEOTECHNICAL ENGINEER
RMA GEOSCIENCE, INC.
9854 GLENOAKS BLVD
SUN VALLEY, CA 91352
MARK SWIATEK
mswiatek@rmageoscience.com
(800) 762-4396
WES
T CR
EEK
DR.
COVER SHEET
SYMBOLS, ABBREVIATIONS and GENERAL NOTES
FIRE ACCESS PLAN
CIVIL;
C-0.0
C-1.0
C-1.1
C-2.0
TITLE SHEET
DEMOLITION PLAN
EROSION AND SEDIMENT CONTROL PLAN
FINE GRADING & DRAINAGE PLAN
ARCHITECTURAL;
CP1.1
CODE PLAN
AS1.00
ARCHITECTURAL SITE PLAN
AS1.01
SITE DETAILS
ELECTRICAL;
E0.0
E0-1
E1.1
E1.2
E2-1
E3-1
E4-1
E5-1
GENERAL NOTES AND SYMBOL LIST
ELECTRICAL SPECIFICATIONS
ELECTRICAL SITE PLAN
ELECTRICAL SITE PLAN, ENLARGED
ENLARGED POWER AND DATA PLAN
ENLARGED FIRE ALARM PLAN
ELECTRICAL DETAILS
ELECTRICAL ONE-LINE DIAGRAM
PORTABLE BUILDING PC DRAWINGS
WEST CREEK ACADEMY CAMPUS
DSA # 04-103659
ARCHITECTURAL
T
G.1
G.2
G.3
G.4
A.1.24
A.3.24
A.4.24
M.1.24
M.1.24
TITLE SHEET
GENERAL SPECIFICATIONS
SPECIFICATIONS AND SCHEDULES
ARCHITECTURAL STANDARD DETAILS
PLUMBING GENERAL NOTE AND DETAILS
24'x40' FLOOR PLAN, ELEVATION & ROOF PLAN (DUAL PITCH)
24'x40' INTERIOR ELEVATIONS
24'x40' REFLECTED CEILING PLAN & DETAILS
24'x40' MECHANICAL PLAN
24'x40' ELECTRICAL PLAN
Interim Housing
E & A3
GENERAL;
0.0
0.1
FP-01
COVER SHEET
OCCUPANCY:
CLIENT
SAUGUS UNION SCHOOL DISTRICT
24930 AVENUE STANFORD
MAGDY ABDALLA
mabdalla@saugususd.org
(661) 294-5300
VIS
TA
DE
LR
IO
DR
IVE
28767 WEST HILLS DRIVE, SANTA CLARITA 91354
Index of Drawings
Vicinity Map
HIL
LD
RIV
E
ADDRESS:
Project Directory
CO
PP
ER
Building Information
Saugus Union School District - West Creek Academy
28767 WEST HILLS DRIVE
INTERIM HOUSING
Saugus Union School District
Project Scope
ADDITION OF FOUR (4) RELOCATABLE CLASSROOM BUILDINGS
FIRE ALARM SYSTEM CONNECTED TO THE CAMPUS FIRE ALARM SYSTEM
S.70
S.70A
S.73
S.73A
R-1
RELATED SITE AND ACCESSIBLE PATH OF TRAVEL;
FINE GRADING
FLATWORK
SITE UTILITIES
4/4/2016 3:46:25 PM
2013 CALIFORNIA BUILDING STANDARDS ADMINISTRATIVE CODE, TITLE 24 C.C.R.
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.
C:\Revit\75-15270-01_AR_2015_Cental_mfrey.rvt
PART 1
PART 2
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.
Symbol Legend
EXISTING FIRE ACCESS LANE
PROPOSED FIRE ACCESS LANE
SCOPE OF WORK
PROPOSED BUILDING
Statement of General Conformance
STATEMENT OF GENERAL CONFORMANCE
I FIND THAT:
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 0.0-1
HAVE BEEN PREPARED BY OTHER DESIGN PROFESSIONALS OR CONSULTANTS WHO ARE
LICENSED AND/OR AUTHORIZED TO PERPARE SUCH DRAWINGS IN THIS STATE. THESE
DRAWINGS 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, AND
2. 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 RELIEVING
ME OF MY RIGHTS, DUTIES, AND RESPONSIBILITIES UNDER SECTION 17302 AND 81138 OF
THE 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)).
COVER SHEET, BLDG DATA, SHEET INDEX
GENERAL NOTES AND SPECIFICATIONS
CONSTRUCTION NOTES, BLDG, MATERIALS, DOOR, WINDOW & SCHEDULES
STANDARD ARCHITECTURAL DETAILS
24'X40' FLOOR PLAN, DUAL SLOPE EXTERIOR ELEVATIONS & ROOF PLAN
24'X40' INTERIOR ELEVATIONS
24'X40' REFLECTED CEILING PLAN & DETAILS
24'X40' MECHANICAL PLAN
24'X40' ELECTRICAL LIGHTING/POWER PLAN & FIRE ALARM
STUCTURAL
ALL DRAWINGS OR SHEETS LISTED ON THE COVER OR INDEX SHEET
FOR EACH DISCIPLINE (SEE SHEET INDEX FOR LIST OF DISCIPLINES)
S.1
S-5
THIS DRAWING OR PAGE
ARE IN GENERAL CONFORMANCE WITH THE
PROJECT DESIGN,
AND
HAVE BEEN COORDINATED WITH THE
PROJECT PLANS AND SPECIFICATIONS.
CS
G.1
G.2
G.4
A.1.24
A.2.24
A.3.24
M.1.24
E.1.24
ARE IN GENERAL CONFORMANCE WITH THE
PROJECT DESIGN INTENT,
AND
HAVE BEEN COORDINATED WITH THE
PROJECT PLANS AND SPECIFICATIONS.
S.10
S.20
S.30
S.41
S.51
S.60
GENERAL NOTES & SPECIFICATIONS
RIGID FRAME SECTRIONS & DETAILS, DUAL SLOPE W/ LIGHT GA SIDEWALL
BEAM W/ TRUSS @ MODLINE W/ PLYWOOD FLOOR (80 MPH WIND)
FLOOR FRAMING PLAN & DETAILS W/PLYWOOD FLOOR (80 & 90 MPH WIND)
EXTERIOR WALL FRAMING ELEVATIONS (WOOD STUDS, 80 MPH WIND)
WOOD STUD WALL FRAMING DETAILS (80 MPH WIND)
ROOF FRAMING PLAN W/22 GA. ROOF (80 & 90 MPH WIND)
ROOF FRAMING DETAILS W/22 GAUGE ROOF (80 & 90 MPH WIND)
DUAL SLOPE TRUSS & DETAILS 20 PSF ROOF (80 MPH WIND)
R-1
RAMP FRAMING & DETAILS (4'-0" WIDE RAMP)
FOUNDATION
SIGNATURE
DATE
ARCHITECT OR ENGINEER DESIGNATED TO BE IN
GENERAL RESPONSIBLE CHARGE
SIGNATURE
DATE
ARCHITECT OR ENGINEER DELEGATED
RESPONSIBILITY FOR THIS PORTION OF THE WORK
VIRGINIA MARQUARDT, AIA
PRINT NAME
PRINT NAME
C 33423
06/30/2017
LICENSE NUMBER
EXPIRATION DATE
LICENSE NUMBER
EXPIRATION DATE
F-1
WOOD PAD FPUNDATION & DETAILS (50 PSF FLOOR, 20 &
©
LIST OF CODES AND STANDARDS
, DLR Group inc., a California corporation, ALL RIGHTS RESERVED
DSA # 04-106743
ARCHITECTURAL
Architecture Engineering Planning Interiors
2013 CALIFORNIA BUILDING CODE (FOR SFM) REFERENCED STANDARDS CHAPTER 35
NFPA 17 DRY CHEMICAL EXINGUISHING SYSTEMS
2002 EDITION
NFPA 17A WET CHEMICAL EXINGUISHING SYSTEMS
2002 EDITION
NFPA 24 PRIVATE FIRE
NFPA 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 EDITION
NFPA 253 CRITICAL RADIANT FLUX OF FLOOR COVERING SYSTEMS
2006 EDITION
2005 NFPA 110 EMERGENCY AND STANDBY POWER SYSTEMS
ASTM STANDARD CHANGES (EXAMPLE: ASTM E648-04 STANDARD TEST METHOD FOR
CRITICAL RADIANT FLUX OF FLOOR)
UL STANDARD CHANGES (EXAMPLES :2005 UL 38 MANUAL OPERATING SIGNAL BOXES
AND 2005 UL 1424 CABLES FOR POWER- LIMITED FIRE PROTECTIVE SIGNALING CIRCUITS)
TITLE 19 CCR STATE FIRE MARSHAL REGULATIONS
2003 UL 464 AUDIBLE SIGNAL APPLIANCES
1999 UL 521 HEAT DETECTORS FOR FIRE PROTECTIVE SIGNALING SYSTEMS
2002 UL 1971 SIGNALING DEVICES FOR THE HEARING IMPAIRED
Revisions
PARTIAL LIST OF APPLICALBE STANDARDS:
STRUCTURAL GENERAL NOTE
WELDING REQUIREMENTS GENERAL NOTES
80 MPH DOUBLE STOP COLD ROLLED/TRUSS RIGID FRAME
90 MPH RIGID FRAME SECTION & DETAILS
80 & 90 MPH FLOOR CONSTRUCTION DETAILS
80 & 90 MPH FLOOR FRAMING PLAN
80 MPH WALL FRAMING WOOD STUDS
80 & 90 MPH WALL FRAMING STEEL STUDS
90 MPH EXTERIOR WALL FRAMING STUDS
80 & 90 MPH STEEL STUD FRAMING DETAIL
80 & 90 MPH STEEL STUD FRAMING DETAIL
80 & 90 MPH INT. AND EXT. WALL CONSTRUCTION DETAILS
80 MPH ROOF CONSTRUCTION PLAN 20 & 30 PSF ROOF
80 MPH ROOF CONSTRUCTION PLAN 20 & 30 PSF ROOF
80 & 90 MPH ROOF CONSTRUCTION DETAILS FOR COLD ROLLED
WITH METAL ROOFING 20 & 30 PSF ROOF
80 MPH STEEL TRUSS FOR DOUBLE PITCHED ROOF (20 PSF)
RAMP FRAMING PLAN AND DETAILS
75-15270-01
Issue Date; 03/31/2016
General Notes
S.1
S.1A
S.5A
S.6
S.10
S.11
S.20
S.20A
S.21
S.25
S.26
S.30
S.40
S.41
S.60
0.0
STRUCTURAL
ABBREVIATIONS
L
L
LA
LAB
LAM
LAT
LAV
LB
LBR
LBS
LDG
LF
LG
LIN
LINO
LKR
LL
LLH
LLV
LOC
LONG
LOX
LPG
LPR
LPS
LR
LS
LSC
LT
LTD
LTG
LV
LV
LW
LWT
ANGLE
LAVATORY
LABORATORY COMPRESSED AIR
LABORATORY
LAMINATE(D)
LEAVING AIR TEMPERATURE
LAVATORY
POUND
LUMBER
POUNDS
LOADING
LINEAR FOOT (FEET)
LENGTH (LONG)
LINEAR
LINOLEUM
LOCKER
LIVE LOAD
LONG LEG HORIZONTAL
LONG LEG VERTICAL
LOCATION
LONGITUDINAL
LIQUID OXYGEN
LIQUEFIED PETROLEUM GAS
LOW PRESSURE STEAM RETURN
LOW PRESSURE STEAM SUPPLY
LIVING ROOM
LAWN SPRINKLER
LIFE SAFETY CODE
LIGHT
LINED TRANSFER DUCT
LIGHTING
LOUVER
LABORATORY VACUUM
LONG WAY
LEAVING WATER TEMPERATURE
M
MA
MA
MAC
MAG
MAINT
MAN
MAS
MATL
MAU
MAV
MAX
MB
MB
MBD
MBH
MBTUH
MC
MC
MCA
MCB
MCM
MD
MDO
MECH
MEMB
MET
MEZZ
MFR
MFRG
MG
MH
MH
MH
MIN
MISC
ML
MLDG
MLO
MLWK
MO
MPG
MPR
MPS
MR
MR/S
MS
MTD
MTG
MTL
MTWR
MTWS
MUL
MV
MV
MW
THOUSAND
MIXED AIR
MEDICAL COMPRESSED AIR
MACHINE
MAGNETIC
MAINTENANCE
MANUAL
MASONRY
MATERIAL
MAKEUP AIR UNIT
MANUAL AIR VENT
MAXIMUM
MACHINE BOLT
MOP BASIN
MARKER BOARD
THOUSAND BTU PER HOUR
THOUSAND BTU PER HOUR
MECHANICAL CONTRACTOR
MEDICINE CABINET
MINIMUM CIRCUIT AMPS
MAIN CIRCUIT BREAKERJ
THOUSAND CIRCULAR MILLS
MANUAL VOLUME DAMPER
MEDIUM DENSITY OVERLAY
MECHANICAL
MEMBRANE
METAL
MEZZANINE
MANUFACTURER
MANUFACTURING
MOTOR GENERATOR
MANHOLE
METAL HALIDE
MOP HOLDER
MINIMUM
MISCELLANEOUS
MOTORIZED LOUVER
MOLDING
MAIN LUGS ONLY
MILLWORK
MASONRY OPENING
MEDIUM PRESSURE GAS
MEDIUM PRESSURE STEAM RETURN
MEDIUM PRESSURE STEAM SUPPLY
MIRROR
MIRROR WITH SHELF
MAGNETIC STARTER
MOUNTED
MOUNTING
METAL
MEDIUM TEMP HOT WATER RETURN
MEDIUM TEMP HOT WATER SUPPLY
MULLION
MERCURY VAPOR
MEDICAL VACUUM
MARKER WALL
N
N
N2O
N/A
NITROGEN
NORTH
NITROUS OXIDE
NOT APPLICABLE
P
PAINT
P
POLE
P/T
PRESSURE/TEMPERATURE TEST PORT
P
PUMP
PA
PUBLIC ADDRESS
PAN B PANIC BOLT
PAR
PARALLEL
PB
PARTICLE BOARD
PB
PULL BOX
PB
PUSH BUTTON
PBS
PUSH BUTTON STATION
PC
PRECAST
PC
PUMPED CONDENSATE
PCD
PAPER CUP DISPENSER
PCF
POUNDS PER CUBIC FOOT
PCT
PORCELAIN CERAMIC TILE
PD
PRESSURE DROP
PD
PUMP DISCHARGE
PDI
PLUMBING & DRAINAGE INSTITUTE
PENT
PENTHOUSE
PERF
PERFORATED
PERP
PERPENDICULAR
PF
POWER FACTOR
PG
PRESSURE GAGE
PH
PHASE
PI
POINT OF INTERSECTION
PI
PRESSURE INDICATOR
PIC
PORTABLE INSTRUMENT CONNECTION
PIV
POST INDICATOR VALVE
PL
PLACE(S)
PL
PLATE
PLAM;PL PLASTIC LAMINATE
PLAS
PLASTER
PLBG
PLUMBING
PLYWD PLYWOOD
PNEU
PNEUMATIC
PNL
PANEL
POC
POINT OF CONNECTION
PORC PORCELAIN
PPM
PARTS PER MILLION
PR
PAIR
PREFAB PREFABRICATED
PROJ
PROJECTION
PRV
PRESSURE REDUCING VALVE
PS
PIPE SUPPORT
PS
PROJECTION SCREEN
PSF
POUNDS PER SQUARE FOOT
PSI
POUNDS PER SQUARE INCH
PSV
PRESSURE SAFETY VALVE
PT
PLASTER TRAP
PT
POINT
PT
POTENTIAL TRANSFORMER
PTD
PAPER TOWEL DISPENSER
PTD/R COMBINATION TOWEL DISPENSER/RECEPTACLE
PTN
PARTITION
PVC
POLYVINYL CHLORIDE
PVI
POINT OF VERTICAL INTERSECTION
PVT
POINT OF VERTICAL TANGENCY
PWL
SOUND POWER LEVEL
PWR POWER
QT
QUARRY TILE
QTR RND QUARTER ROUND
R
RA
RAD
RAD or R
RB
RC
RCP
RCP
RCU
RD
RD
RECP
REF
REFL
REFR
REFR
REG
REINF
REM
REQ(D)
RESIL
RET
REV
RF
RF
RFM
RH
RH
RHC
RH
RHG
RI&C
RIJS
RL
RM
RND
RO
RISER
RETURN AIR
RADIATOR
RADIUS
RUBBER BASE
REMOVE CONTROL
REFLECTED CEILING PLAN
REINFORCED CONCRETE PIPE
RECIPROCATING CHILLER JOINT
ROOF DRAIN
REFRIGERANT DISCHARGE
RECEPTACLE
REFERENCE
REFLECTED
REFRIGERANT
REFRIGERATOR
REGISTER
REINFORCEMENT
REMOVABLE
REQUIRE(D)
RESILIENT
RETAINING (WALL)
REVISIONS
RETURN FAN
RUBBER FLOOR
RECESSED FLOOR MAT
RELATIVE HUMIDITY
RELIEF HOOD
REHEAT COIL
ROBE HOOK
REFRIGERANT HOT GAS
ROUGH IN AND CONNECT
RISE IN JOIST SPACE
REFRIGERANT LIQUID
ROOM
ROUND
ROUGH OPENING
S
SINK
S
SANITARY SEWER
S
SOAP DISH
S
SOUTH
S
SPRINKLER LINE
SA
SHOCK ABSORBER
SA
SUPPLY AIR
SAN
SANITARY WASTE
SC
SECURITY
SC
SOLID CORE
SC
SHOWER CURTAIN
SC
SPECIAL COATING
SCD
SEAT COVER DISPENSER
SCH
SHOWER CURTAIN HOOKS
SCHED SCHEDULE
SCR
SHOWER CURTAIN ROD
SCT
STRUCTURAL CLAY TILE
SCUT
SCUTTLE
SCW
SOFT COLD WATER
SD
SOAP DISPENSER
SD
SMOKE DAMPER
SD
SMOKE DETECTOR
SD
STORM DRAIN
SE
STEAM EXHAUST VENT
SEC
SECONDARY
SECT
SECTION
SECY
SECRETARY
SENS
SENSIBLE
SF
SQUARE FOOT
SF
SUPPLY FAN
SFCMU SPLIT-FACED CONCRETE MASONRY UNIT
SFU
STRUCTURAL FACING UNIT
SGL
SINGLE
SH
SHOWER
SHEATH SHEATHING
SHM
SECURITY HOLLOW METAL
SHT
SHEET
SHWSOFT HOT WATER
SIM
SIMILAR
SL
SHORT LEG
SLNT
SEALANT
SM
SHEET METAL
SM
SPRINKLER MAIN
SND
SANITARY NAPKIN DISPOSAL
SNV
SANITARY NAPKIN VENDOR
SP
STATIC PRESSURE (H2O)
SP
STAND PIPE
SP
STATIC PRESSURE
SPEC
SPECIFICATIONS
SPK
SPRINKLER
SPL
SOUND PRESSURE LEVEL
SPL
SPECIAL
SPL BLK SPLASH BLOCK
SQ
SQUARE
SS
STAINLESS STEEL
SSA
STORM SHELTER AREA
SS
SERVICE SINK
SS
SOLID SURFACE
ST
STAIR
ST
STORM SEWER
STAG'D STAGGERED
STC
SOUND TRANSMISSION CLASS
STD
STANDARD
STE
SINGLE TAPERED END
STGR
STRINGER
STL
STEEL
STOR
STORAGE
STR
STRUCTURAL - STRUCTURE
SUB
SUBSTATION
SUBFL SUBFLOOR
SURF
SURFACE
SUSP
SUSPENDED
SV
SHEET VINYL
SV
SOLENOID VALVE
SW
SHORT WAY
SW
SWITCH
SWBD SWITCH BOARD
SWP
STEAM WORKING PORESSURE
SYM
SYMMETRICAL
T
T
T&B
T& G
T
TA
TAB
TAN
TB
TB
TBD
TC
TC
TD
TD
TDH
TEL
TEMP
TEMP
TERR
TEXT
TGL
TH
TH
THK
TMR
TMV
TOB
TOC
TOF
TOIL
TOP
TOS
TOW
TPV
TR
TRANS
TRD
TS
TSP
TT
TT
TTD
TV
TW
TYP
TEMPERED
THERMOSTAT
TOP & BOTTOM
TONGUE & GROOVE
TREAD
TRANSFER AIR
TEST AND BALANCE
TANGENT
TERMINAL BOX
TOWEL BAR
TACK BOARD
TEMPERATURE CONTROL
TIME CLOCK
TRANSFER DUCT
TRENCH DRAIN
TOTAL DYNAMIC HEAD
TELEPHONE
TEMPERED - TEMPORARY
TEMPERATURE
TERRAZZO
TEXTURED
TOGGLE
THRESHOLD
TOWEL HOOK
THICK(NESS)
TILT MIRROR UNIT
THERMOSTATIC MIXING VALVE
TOP OF BEAM
TOP OF CONCRETE
TOP OF FOOTING
TOILET
TOP OF PAVING
TOP OF STEEL
TOP OF WALL
TRAP PRIMER
TRIP
TRANSVERSE
TREAD
TEMPERATURE SENSOR
TOTAL STATIC PRESSURE
TEMPERATURE TRANSMITTER
TERRAZZO TILE
TOILET TISSUE DISPENSER
TELEVISION
TACK WALL
TYPICAL
U
UC
UG
URINAL
UNIT COOLER
UNDERGROUND
UGE
UGT
UH
UL
UNEX
UNFIN
UNO
UR
URD
US
UTIL
UV
UNDERGROUND ELECTRICAL
UNDERGROUND TELEPHONE
UNIT HEATER
UNDERWRITERS LABORATORIES
UNEXCAVATED
UNFINISHED
UNLESS NOTED OTHERWISE
URINAL
UNDERGROUND RESIDENTIAL DISTRIBUTION
UTILITY SHELF
UTILITY
UNIT VENTILATOR
V
V
V
VA
VAC
VAV
VB
VB
VBF
VCB
VCP
VCT
VD
VEL
VENT
VENT
VERT
VEST
VF
VFD
VM
VOL
VP
VP
VSMC
VT
VTR
VWC
VENT
VOLT
VACUUM
VALVE
VACUUM
VARIABLE AIR VOLUME
VAPOR BARRIER
VINYL BASE
VENT BELOW FLOOR
VENTED COVE BASE
VITRIFIED CLAY PIPE
VINYL COMPOSITION TILE
VOLUME DAMPER - MANUAL
VELOCITY
VENTILATION
VENTILATOR
VERTICAL
VESTIBULE
VINYL FLOOR
VARIABLE FREQUENCY DRIVE
VOLTMETER
VOLUME
VENEER PLASTER
VACUUM PUMP
VARIABLE SPEED MOTOR CONTROLLER
VINYL TILE
VENT THROUGH ROOF
VINYL WALLCOVERING
W
W
W
W
W
W
W/
W/O
WB
WC
WC
WC
WCC
WCL
WCO
WD
WDW
WF
WH
WFMD
WH
WHM
WI
WLR
WLS
WMG
WNSCT
WP
WPB
WPF
WPFG
WR
WR
WSP
WT
WW
WWF
WATER SERVICE
WIDE; WIDTH
WASTE (PLUG)
WATT
WEST
WIDE FLANGE
WITH
WITHOUT
WET BULB
WALL COVERING
WATER COLUMN
WATER CLOSET
WATER COOLED CONDENSER
WATER CLOSET/LAVATORY COMBINATION
WALL CLEAN OUT
WOOD
WINDOW
WASH FOUNTAIN
WALL HYDRANT
WATER FLOW MEASURING DEVICE
WATER HEATER
WATT HOUR METER
WROUGHT IRON
WATER LOOP RETURN
WATER LOOP SUPPLY
WATER MOTOR GONG
WAINSCOT
WEATHERPROOF
WHIRLPOOL BATH
WATERPROOF
WATERPROOFING
WATER RESISTANT
WASTE RECEPTACLE
WET STAND PIPE
WEIGHT
WARM WHITE
WELDED WIRE FABRIC
XFMR
XMTR
TRANSFORMER
TRANSMITTER
INCLUDE OWNER-FURNISHED AND INSTALLED ITEMS AND OWNER FURNISHED AND CONTRACTOR INSTALLED ITEMS IN THE
CONSTRUCTION SCHEDULE, AND COORDINATE WITH OWNER TO ACCOMMODATE THESE ITEMS.
YD
YH
YARD
YARD HYDRANT
REFER TO CIVIL DRAWINGS FOR ACTUAL ELEVATION OF ARCHITECTURAL FINISH FLOOR ELEVATION 0’-0”
Z
ZCV
ZVB
IMPEDANCE
ZONE CONTROL VALVE
ZONE VALVE BOX
&
@
i.e.
#
AND
AT
THAT IS
NUMBER
THE FOLLOWING ABBREVIATIONS
ARE USED WITH GLAZING:
CG
CIG
CTG
CTIG
LG
PG
PIG
SG
TG
TIG
TTG
TTIG
WG
CLEAR FLOAT GLASS
CLEAR INSULATING GLASS
CLEAR TEMPERED FLOAT GLASS
CLEAR TEMPERED INSULATING GLASS
LAMINATED GLASS
PATTERN GLASS
PATTERN INSULATING GLASS
SPANDREL GLASS
TINTED FLOAT GLASS
TINTED INSULATING GLASS
TINTED TEMPERED FLOAT GLASS
TINTED TEMPERED INSULATING GLASS
POLISHED WIRE GLASS
DETAIL NUMBER
SIM
?
CROSS REFERENCE
???
SHEET ON WHICH DRAWN
SIMILAR OR TYPICAL REFERENCE
EARTH
GRAVEL/BALLAST
SAND
?
???
WALL SECTION
SIM
SIMILAR OR TYPICAL REFERENCE
?
???
CONCRETE
PRECAST CONCRETE
SIM
DETAIL REFERENCE
STEEL
GYM FLOOR
SIM
?
???
?
???
?
?
SIM
BUILDING SECTION
BUILDING ELEVATION
INTERIOR ELEVATION
WOOD
(CONTINUOUS BLOCKING)
WOOD
(NON-CONTINUOS BLOCKING)
WOOD
(TRIM/FINISH)
GLASS
XX/ A11.X
CASEWORK
ELEVATION
STONE
SHINGLES
?
?
LEGEND/KEY NOTE
CONCRETE MASONRY UNIT
COLUMN LINE
BRICK VENEER
METAL STUDS
ROOM NAME
???
STEEL (LARGE SCALE)
ROOM NUMBER
PLYWOOD (LARGE SCALE)
?
DOOR NUMBER
GYPSUM WALL BOARD
(LARGE SCALE)
???
WINDOW NUMBER
BATT INSULATION
?
WALL TYPE
RIGID INSULATION
PROTECTION BOARD
CARPET (LARGE SCALE)
DESCRIPTION
REVISION NUMBER
ACOUSTICAL TILE (LARGE SCALE)
TILE (LARGE SCALE)
GENERAL NOTES
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.
ALL PARTS OF THE WORK - INCLUDING MATERIALS, METHODS, ASSEMBLIES, ETC - MUST COMPLY WITH THE MIN REQUIREMENTS OF
THE GOVERNING REGULATIONS OF ALL FEDERAL, STATE, DISTRICT, AND LOCAL AUTHORITIES HAVING JURISDICATION OVER THE
PROJECT AS WELL AS THOSE GREATER REQUIREMENTSINDICATED BY THE CONTRACT DOCUMENTS. NO PART OF THE CONTRACT
DOCUMENTS 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 ALL
DRAWINGS LISTED BY THE INDEX OF DRAWINGS. THE WORK DESCRIBED BY THE DRAWINGS OF ANY ONE DISCIPLINE MAY BE
AFFECTED BY THE WORK DESCRIBED ON DRAWINGS OF ANOTHER DISCIPLINE AND MAY REQUIRE REFERENCE TO THE DRAWINGS
OF NOTHER DISCIPLINE. PARTIAL SETS OF DRAWINGS ARE INCOMPLETE AND SHOULD NOT BE DISTRIBUTED OR UTILIZED BY THE
CONTRACTOR. IT IS THE CONTRACTOR'S
RESPONSIBILITY TO REVIEW AND COORDINATE THE WORK OF ALL SUBCONTRACTORS, TRADES, AND SUPPLIERSWITH THE
REQUIREMENTS OF THE CONTRACT DOCUMENTS BEFORE COMMENCING CONSTRUCTION, AND TO ASSURE THAT ALL PARTIES
ARE AWARE OF ALL REQUIREMENTS, REGARDLESS OF WHERE THE REQUIREMENTS OCCUR IN THE CONTRACT DOCUMENTS, WHICH
MIGHT AFFECT THE WORK OF THAT PARTY.
AS PART OF THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE THE WORK OF ALL SUBCONTRACTORS, TRADES, AND
SUPPLIERS, THE CONTRACTOR SHALL ENDEAVOR TO IDENTIFY AND NOTIFY THE ARCHITECT OF ANY CONFLICTS BETWEEN THE
WORK OF DIFFERENT PARTIES AT THE EARLIEST POSSIBLE DATE SO AS TO ALLOW REASONABLE AND ADEQUATE TIME FOR THE
CONFLICT TO BE RESOLVED WITHOUT DELAYING THE WORK. ALL DEVIATIONS FROM THAT WHICH IS REQUIRED BY THE CONTRACT
DOCUMENTS MUST BE APPROVED IN ADVANCE BY THE ARCHITECT.
THE ARCHITECTURAL DRAWINGS ESTABLISH AND COORDINATE THE FINISHED APPEARANCE AND EXACT LOCATION OF ALL
EXPOSED ELEMENTS OF THE WORK OF ALL TRADES, INCLUDING THAT WORK WHICH IS ILLUSTRATED PRIMARILY ON DRAWINGS OF
OTHER DISCIPLINES. LOCATIONS SHOWN ON OTHER DRAWINGS ARE SCHEMATIC, UNLESS OTHERWISE NOTED ON THE
ARCHITECTURAL DRAWINGS. THE ARCHITECTURAL DRAWINGS TAKE PRECEDENCE FOR THE FINISHED APPEARANCE AND EXACT
LOCATION OF ALL PARTS OF THE WORK.
REFER TO THE ELECTRICAL, AND PLUMBING DRAWINGS FOR THE DETAILED DESIGN OF MECHANICAL, ELECTRICAL, AND
PLUMBING 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 DEFINED
ON OTHER ARCH DRAWINGS.
ROOM NAMES AND NUMBERS NOTED ON THE CONTRACT DRAWINGS MAY NOT REPRESENT THE FINAL ROOM NAMES AND NUMBERS
TO 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.
KEYED CONSTRUCTION JOINT
KEENE'S CEMENT PLASTER
KNOCKDOWN
KITCHEN HOOD
KITCHEN HOOD EXHAUST FAN
KITCHEN HOOD SUPPLY FAN
KITCHEN
KNOCKOUT
KITCHEN SINK
KILOVOLT
KILOVOLT AMPERES
KILOVOLT AMPERES REACTIVE
KILOWATT
KILOWATT HOUR
OPERATION AND MAINTENANCE
OUT TO OUT
OVERALL
OUTSIDE AIR
OBSCURE
ON CENTER
OUTSIDE DIAMETER
OVERFLOW DRAIN
OUTSIDE FACE
OVERFLOW
OWNER FURNISHED CONTRACTOR INSTALLED
OFFICE
OWNER FURNISHED OWNER INSTALLED
OVERHEAD POWER
OVERHEAD TELEPHONE
OPENING
OPPOSITE
OVERFLOW STORM DRAIN
OUTSIDE SCREW AND YOKE
OPEN TO CEILING SPACE
OVERHEAD
OXYGEN
REVOLUTIONS PER MINUTE
REDUCED PRESSURE BACKFLOW PREVENTER
REFRIGERANT SUCTION
RAIN WATER LEADERS SENSOR
CONSTRUCTION
DOCUMENTS
KCJ
KCP
KD
KH
KHE
KHS
KIT
KO
KS
KV
KVA
KVAR
KW
KWH
O&M
O to O
OA
OA
OBSC
OC
OD
OD
OF
OVFL
OFC
OFF
OFOI
OHP
OHT
OPG
OPP
OSD
OS&Y
OTCS
OVHD
OX
RPM
RPZ
RS
RWL
FAHRENHEIT
FIRELINE
FURNACE
FIRE ALARM
FRESH AIR
FABRICATED
HEIGHT
HOOK ONE END
HOSE BIB
HANDICAP
HOLLOW CORE
HANDICAP BENCH
HOT / CHILLED WATER RETURN
HOT / CHILLED WATER SUPPLY
HAND DRYER OR HAIR DRYER
HARDBOARD
HEADER
HARDWOOD
HARDWARE
HOSE END VALVE
HIGH INTENSITY DISCHARGE
HOLLOW METAL
HAND OFF AUTOMATIC
HORIZONTAL
HEAT PUMP
HIGH PRESSURE
HORSEPOWER
HIGH PRESSURE STEAM RETURN
HIGH PRESSURE SODIUM
HIGH PRESSURE STEAM SUPPLY
HANDRAIL
HOUR
HEADSTUD
HOLLOW STRUCTURAL SECTION
HIGH STRENGTH
HEIGHT
HEATING
HEATER
HIGH TEMP HOT WATER RETURN
HIGH TEMP HOT WATER SUPPLY
HUMIDIFIER
HEATING VENTILATING UNIT
HEATING VENTILATING AND AIR CONDITIONING
DOMESTIC HOT WATER
DOMESTIC HOT WATER RECIRCULATING
LOW TEMP HOT WATER RETURN
LOW TEMP HOT WATER SUPPLY
HEAT EXCHANGER
HERTZ
JANITOR
JUNCTION BOX
JUNCTION
JOIST
JOINT FILLER BOARD
JOINT
NOISE CRITERIA
NORMALLY CLOSED
NURSE CALL
NATIONAL ELECTRIC CODE
NATIONAL ELECTRICAL MANUFACTURERS ASSN.
NEUTRAL
NOT IN CONTRACT
NORMALLY OPEN
NUMBER
NITROUS OXIDE
NOMINAL
NEUTRAL SENSOR
NOT TO SCALE
©
F
F
F
FA
FA
FAB
H
H 1E
HB
HC
HC
HCB
HCR
HCS
HD
HDBD
HDR
HDWD
HDWR
HEV
HID
HM
HOA
HORIZ
HP
HP
HP
HPR
HPS
HPS
HR
HR
HS
HSS
HSTR
HT
HTG
HTR
HTWR
HTWS
HUM
HV
HVAC
HW
HWC
HWR
HWS
HX
HZ
JAN
JB
JCT
JST
JFB
JT
NC
NC
NC
NEC
NEMA
NEUT
NIC
NO
NO
NO
NOM
NS
NTS
Interim Housing
EAST
EACH
EXHAUST AIR
ENTERING AIR TEMPERATURE
EXPANSION BOLT
ELECTRICAL CONTRACTOR
ELECTRIC DUCT HEATER
EACH END
ENERGY EFFICIENCY RATIO
EMERGENCY EYEWASH
EMERGENCY EYEWASH/SHOWER
EACH FACE
EXHAUST FAN
EFFICIENCY
ELECTRICAL HEATER
EXTERIOR INSULATION AND FINISH SYSTEM
EXPANSION JOINT
ELEVATION
ELASTOMERIC
ELECTRIC(AL)
ELEVATOR
EMERGENCY
ESTIMATED MAXIMUM DEMAND
ELECTRICAL METALLIC TUBING
EMERGENCY MIXING VALVE
ENCLOSURE
ENTRANCE
END OF MAIN DRIP
ELECTRO-PNEUMATIC
EXPLOSION PROOF
EMERGENCY POWER OFF
EPOXY RESIN FLOORING
EQUAL
EQUIPMENT
EXHAUST REGISTER
EMERGENCY SHOWER
EXTRA STRONG
EXTERNAL STATIC PRESSURE
ESTIMATE
EXPANSION TANK
EACH WAY
ELECTRIC WATER COOLER
ELECTRIC WATER HEATER
ENTERING WATER TEMPERATURE
EXCAVATE
EXHAUST
EXISTING
EXPANSION
EXPOSED
EXPLOSION
EXTERIOR
INDOOR AIR QUALITY
IN ACCORDANCE WITH
INTERNATIONAL BUILDING CODE
INTERCOM
INSIDE DIAMETER
INVERT ELEVATION
ILLUMINATING ENGINEERING SOCIETY
INSIDE FACE
ISOLATED GROUND
INTAKE HOOD
ISOLATION JOINT
IN JOIST SPACE
INTERMEDIATE METAL CONDUIT
INCH
INCLUDE (ING)
INSULATION
INTERIOR
IRON PIPE
INDIRECT WASTE
E
EA
EA
EAT
EB
EC
EDH
EE
EER
EEW
EEWS
EF
EF
EFF
EH
EIFS
EJ
EL
ELAS
ELEC
ELEV
EMER
EMD
EMT
EMV
ENCL
ENTR
EOMD
EP
EP
EPO
ERF
EQ
EQUIP
ER
ES
ES
ESP
EST
ET
EW
EWC
EWH
EWT
EXC
EXH
EXIST
EXP
EXP
EXPL
EXT
IAQ
IAW
IBC
IC
ID
IE
IES
IF
IG
IH
IJ
IJS
IMC
IN
INC
INSUL
INT
IP
IW
Revisions
CONDENSER WATER
CONDUIT
COMBUSTION AIR
CABINET
CANTILEVER
CAPACITY
CASING
CHALKBOARD
CONDENSATE DRAIN
CLOSED CIRCUIT TELEVISION
COVER ELEVATION
CEMENT
CENTRIFUGAL
CERAMIC
CUBIC FEET
CUBIC FEET PER HOUR
CUBIC FEET PER MINUTE
CORNER GUARD
CHANNEL
CAST IRON
CURB INLET
CAST IN PLACE
CAST IRON PIPE
CIRCULATING
CONTROL JOINT
CONTROL JOINT ABOVE
CIRCUIT
CIRCUIT BREAKER
CENTERLINE
CIRCUIT LINE
CEILING
CLOSET
CLEAR
CEILING MOUNTED
CORRUGATED METAL PIPE
CONCRETE MASONRY UNIT
CLEAN OUT
CONDUIT ONLY
CARBON DIOXIDE
COLUMN
COMMON
COMBINATION
COMMUNICATIONS
COMPOSITE
COMPRESSOR UNIT
COMPRESSIBLE
CONCRETE
CONFERENCE
CONFIGURATION
CONNECT
CONNECTION
CONSTRUCTION
CONTINUOUS
CONTRACTOR OR CONTRACT
CONVECTOR
CORRIDOR
CONDENSER PUMP
COVER PLATE
CYCLES PER SECOND
CARPET
CONDENSER WATER RETURN
DRAIN
DEPTH
DATA
DRY BULB
DECIBEL
DEFORMED BAR ANCHOR
DOUBLE
DIRECT CURRENT
DUST COLLECTOR
DUMMY CONTROL JOINT
PENNY (AS NAIL 10D)
DIRECT DIGITAL CONTROL
DEIONIZED WATER
DEGREE
DEPRESS(ION)(ED)
DEPARTMENT
DETENTION
DRINKING FOUNTAIN
DIESEL FUEL RETURN
DIESEL FUEL SUPPLY
DIESEL FUEL VENT
DOOR GRILLE
DUCT HEATER
DISTILLED WATER
DUCTILE IRON
DIAMETER
DIAGONAL
DIFFUSER
DIMENSION
DISCONNECT SWITCH
DISCONNECT
DISCHARGE
DISTRIBUTION
DEAD LOAD
DAMPER MOTOR
DAMPER
DOWN
DOWNSPOUT NOZZLE
DITTO
DAMPROOFING
DIFFERENTIAL PRESSURE SWITCH
DOOR
DRAIN
DOWNSPOUT
DISTILLED WATER
DRY STANDPIPE
DETAIL
DUCT THRU ROOF
DISHWASHER
DRAWING
DOWEL
DRAWER
DOUBLE EXTRA STRONG
FACE BRICK
FOOT CANDLE
FLUTED CONCRETE MASONRY UNIT
FLOOR CLEAN OUT
FAN COIL UNIT
FIRE DAMPER
FLOOR DRAIN
FIRE DEPARTMENT CONNECTION
FOUNDATION
FEEDER
FIRE EXTINGUISHER
FIRE EXTINGUISHER CABINET
FINISH FLOOR
FINISH FLOOR ELEVATION
FIRE HYDRANT
FIRE HOSE CABINET
FIGURE
FINISH
FIXTURE
FLOOR
FLASHING
FLEXIBLE
FLUORESCENT
FLOORING
FULL LENGTH MIRROR
FACTORY MUTUAL
FIRE MAIN
FLOW MEASURING EQUIPMENT
FACE OF
FINISH OPENING
FACE OF CONCRETE
FACE OF FINISH
FUEL OIL FILL
FACE OF MASONRY
FUEL OIL RETURN
FACE OF STUD
FUEL OIL SUPPLY
FUEL OIL VENT
FACE OF WALL
FIREPROOFING
FIRE PUMP DISCHARGE
FEET PER MINUTE
FIRE RESISTIVE
FRAME
FIBERGLASS REINFORCED PANEL
FLOOR SINK
FLOW SWITCH
FIRE/SMOKE DAMPER
FOLDING SHOWER SEAT
FEET (FOOT)
FIN TUBE
FLOW TRANSMITTER
FOOTING
FUTURE
FIRE VALVE CABINET
FABRIC WALL COVERING
GRILLE
NATURAL GAS
GAUGE
GALLON
GALVANIZED
GRAB BAR
GENERAL CONTRACTOR
GRADE CLEAN OUT
GLAZED CONCRETE MASONRY UNIT
GARBAGE DISPOSAL
GENERAL
GENERATOR
GROSS FLOOR AREA
GROUND FAULT INTERRUPTER
GLASS FIBER REINFORCED CONCRETE
GLYCOL-WATER HEATING RETURN
GLYCOL-WATER HEATING SUPPLY
GALVANIZED IRON
GLUE LAMINATED
GLASS
GLASS MASONRY UNIT
GROUND
GOVERNMENT
GALLONS PER HOUR
GALLONS PER MINUTE
GUARD RAIL
GRADE
GRILLE
GLAVANIZED RIGID CONDUIT
GLASS REINFORCED CONCRETE
GLASS REINFORCED GYPSUM PLASTER
GALVANIZED RIGID STEEL
GASOLINE
GATE VALVE
GREASE WASTE
GYPSUM WALL BOARD
GYPSUM
75-15270-01
C
C
CA
CAB
CANT
CAP
CAS
CBD
CD
CCTV
CE
CEM
CENT
CER
CF
CFH
CFM
CG
CH
CI
CI
CIP
CIP
CIRC
CJ
CJA
CKT
CKT BK
CL
CL
CLG
CLOS
CLR
CM
CMP
CMU
CO
CO
CO2
COL
COM
COMB
COMM
COMP
COMP
COMPR
CONC
CONF
CONFIG
CONN
CONN
CONST
CONT
CONTR
CONV
CORR
CP
CP
CPS
CPT
CR
D
D
D
DB
DB
DBA
DBL
DC
DC
DCJ
d
DDC
DE
DEG
DEPR
DEPT
DET
DF
DFR
DFS
DFV
DG
DH
DI
DI
DIA
DIAG
DIFF
DIM
DISC SW
DISC
DISCH
DISTR
DL
DM
DMPR
DN
DN
DO OR "
DPFG
DPS
DR
DR
DS
DS
DSP
DTL
DTR
DW
DWG
DWL
DWR
DXS
FB
FC
FCMU
FCO
FCU
FD
FD
FDC
FDN
FDR
FE
FEC
FF
FFE
FH
FHC
FIG
FIN
FIX
FL
FLASH
FLEX
FLUOR
FLG
FLM
FM
FM
FME
FO
FO
FOC
FOF
FOF
FOM
FOR
FOS
FOS
FOV
FOW
FP
FPD
FPM
FR
FR
FRP
FS
FS
FSD
FSS
FT
FT
FT
FTG
FUT
FVC
FWC
G
G
GA
GAL
GALV
GB
GC
GCO
GCMU
GD
GEN
GEN
GFA
GFI
GFRC
GHR
GHS
GI
GL
GL
GMU
GND
GOVT
GPH
GPM
GR
GR
GR
GRC
GRC
GRGP
GRS
GS
GV
GW
GWB
GYP
SYMBOLS, ABBREVIATIONS and GENERAL NOTES
BACK TO BACK
BOILER BLOW OFF
BALANCING COCK
BURNISHED CONCRETE MASONRY UNIT
BOARD
BACK DRAFT DAMPER
BETWEEN
BACKFLOW PREVENTOR
BELOW FLOOR
BOILER FEED
BUTTERFLY VALVE
BREAK HORSE POWER
BREAKER
BUILDING LINE
BUILDING
BLOCK
BLOCKING
BULKHEAD
BEAM
BENCH MARK
BOTTOM OF DUCT
BOTTOM OF FOOTING
BOTTOM
BRIDGING
BEARING
BRACKET
BASEMENT
BATH TUB
BRITISH THERMAL UNIT
BRITISH THERMAL UNIT PER HOUR
BUILT UP ROOFING
BALL VALVE
CORROSION RESISTANT
COUNTERSINK
COMBINATION SEWER
CONDENSER WATER SUPPLY
COUNTERSUNK
CALCIUM SILICATE MASONRY UNIT
COMBINATION STANDPIPE
CONSTRUCTION JOINT
CASEWORK
COOLING TOWER
CERAMIC TILE
CURRENT TRANSFORMER
CENTER
COPPER
CONDENSING UNIT
CUBIC
COMBINATION UNIT
CABINET UNIT HEATER
COLD WATER
CONDOM VENDOR
CHILLED WATER RETURN
CHILLED WATER SUPPLY
CUBIC YARD
CYLINDER
0.1
B to B
BBO
BC
BCMU
BD
BD
BET
BFP
BFR
BF
BFV
BHP
BKR
BL
BLDG
BLK
BLKG
BLKHD
BM
BM
BOD
BOF
BOTT
BRDG
BRG
BRKT
BSMT
BT
BTU
BTUH
BUR
BV
CR
CS
CS
CS
CSK
CSMU
CSP
CSTJ
CSWK
CT
CT
CT
CTR
CU
CU
CU
CU
CUH
CW
CV
CWR
CWS
CY
CYL
East
AIR CONDITIONING(ER)
AMPERE
COMPRESSED AIR
AREA ALARM PANEL
AUTOMATIC AIR VENT
ANCHOR BOLT
ACRYLONITRILE-BUTADIENE-STYRENE
ACOUSTICAL CEILING
ALTERNATING CURRENT
AIR COOLED CONDENSER
AIR COOLED CONDENSING UNIT
ALUMINUM COMPOSITE MATERIAL
ACOUSTIC
ACCESS DOOR
AREA DRAIN
ADDITION OR ADDITIONAL
ADJUSTABLE
ADJACENT
ADMINISTRATION
AIR FILTER
ABOVE FINISH FLOOR
AUTHORITY HAVING JURISDICTION
AIR HANDLING UNIT
AREA INLET
ALTERNATE
ALUMINUM
AMBIENT
ANCHOR
ACCESS PANEL
ACOUSTICAL PANEL CEILING
APPROXIMATE
ACID RESISTING
ARCHITECTURAL
ASBESTOS
ASPHALT
AUTOMATIC
ACID VENT
AIR VENT
AVERAGE
ACID WASTE
AMERICAN WIRE GAUGE
ACOUSTICAL WALL PANEL
3/31/2016 6:33:23 PM
A/C
A AMP
A
AAP
AAV
AB
ABS
AC
AC
ACC
ACCU
ACM
ACST
AD
AD
ADDN
ADJ
ADJT
ADMIN
AF
AFF
AHJ
AHU
AI
ALT
ALUM
AMB
ANCH
AP
APC
APPROX
AR
ARCH
ASB
ASPH
AUTO
AV
AV
AV
AW
AWG
AWP
GENERAL SYMBOLS
LEGEND NOTES
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
(E) FIRE HYDRANT
1. FIRE LANE SHALL BE 20'-0" WIDE MINIMUM, ASPHALT PAVING
CONSTRUCTION
DOCUMENTS
FIRE DEPARTMENT NOTES;
BUILDING 'B'
MEDIA
A#03-110267
PLAYGR
OUND
G
KIN
PAR
NO
ANE
EL
- FIR
(E) FIRE HYDRANT
START
LANE
DROP OFF
(E) FIRE LANE
FIRE LANE MARKING, SEE NOTE #3
ANE
EL
- FIR
(E) FIRE HYDRANT
NO P
ARK
ING
-
BUILDING 'C-2'
CLASSROOMS
2 STORY
A#03-110267
(E) FIRE LANE
WHITE STRIPING,
SEE NOTE 4
SAFE DISPERSAL
AREA
CH
LUN
ER
ELT
SH
NO
CH
LUN
ER
ELT
SH
ING
RK
PA
NE
E LA
- FIR
ING
ARK
NO P
BUILDING 'C-1'
CLASSROOMS
2 STORY
A#03-110267
E
LAN OFF
OP
DR
FIRE
LAN
E
Interim Housing
G
KIN
PAR
NO
BUILDING 'C-3'
CLASSROOMS
2 STORY
A#03-110267
WHITE STRIPING, SEE NOTE #4
SITE PLAN - FIRE ACCESS
NO PARKING
BUILDING 'B'
ADMIN
A#03-110267
(E) FDC LOCATION
CH
LUN
ER
ELT
H
S
129' - 0"
129' - 7 1/4"
PROPOSED RELOCATABLE CLASSROOM BUILDINGS
FUTURE RELOCATABLE
CLASSROOM BUILDING
Revisions
BUILDING 'A'
MULTI-PURPOSE
A#03-110267
FP.01
DAY CARE BUILDING
1 STORY
A#03-112442
75-15270-01
(E) FIRE HYDRANT
(E) FIRE HYDRANT
SITE PLAN - FIRE ACCESS
SCALE: 1" = 30'-0"
NORTH
4/4/2016 3:57:01 PM
ACCESSIBLE PATH
OF TRAVEL
FUTURE
©
EXISTING
(E) FIRE HYDRANT
LEGEND NOTES
Construction
Documents
WEST CREEK ACADEMY
PROJECT
SITE
HILL DR
TITLE
C-0.0
TITLE SHEET
C-1.0
C-1.1
C-2.0
DEMOLITION PLAN
EROSION AND SEDIMENT CONTROL PLAN
FINE GRADING & DRAINAGE PLAN
MC
BE
AN
PK
WY
COPPER
NO.
28767 W. Hills Dr.
Santa Clarita, CA 91354
SHEET INDEX
HA
LL
RA
NC
H
E
RD
LD
O
D
R
5
VICINITY MAP
JOB ADDRESS:
OWNER:
CIVIL ENGINEER:
PSOMAS
28480 AVENUE STANFORD, SUITE 200
TEL. (661) 219-6000
ATTN.:
DAVID MARTIN
PROPERTY LINE
BOUNDARY
RIGHT OF WAY
CENTERLINE
EXISTING
EASEMENT
MAXIMUM
MINIMUM
TOP OF CURB
TOP OF WALL
BACK OF WALK
EDGE OF GUTTER
EDGE OF PAVEMENT
CURB AND GUTTER
CONCRETE
ASPHALT CONC PAVEMENT
PAVEMENT
CHAIN LINK FENCE
TOP OF GRATE
GRADE BREAK
FINISHED GRADE
FINISHED SURFACE
FINISH FLOOR
HIGH POINT
LOW POINT
FLOWLINE
INVERT
UTILITY
JOINT TRENCH
STORM DRAIN
SANITARY SEWER
WATER
DW
FW
RW
I / IRRI
ICV
G
E
T
COM
SL
TS
TSPB
E-OH
T-OH
SDMH
SSMH
EMH
E VLT
EPB
TMH
T VLT
TPB
CB
RCP
FH
FDC
WV
W VLT
POC
RMV
RELO
ABN
RMN
DOMESTIC WATER
FIRE WATER
RECLAIMED WATER
IRRIGATION
IRRIGATION CONTROL BOX
GAS
ELECTRIC
TELEPHONE
COMMUNICATION
STREET LIGHT
TRAFFIC SIGNAL
TRAFFIC SIGNAL PULL BOX
ELECTRIC (OVERHEAD)
TELEPHONE (OVERHEAD)
STORM DRAIN MANHOLE
SEWER MANHOLE
ELECTRIC MANHOLE
ELECTRIC VAULT
ELECTRIC PULL BOX
TELEPHONE MANHOLE
TELEPHONE VAULT
TELEPHONE PULL BOX
CATCH BASIN
REINFORCE CONCRETE PIPE
FIRE HYDRANT
FIRE DEPT CONNECTION
WATER VALVE
WATER VAULT
POINT OF CONNECTION
REMOVE
RELOCATE
ABANDON
REMAIN
, DLR Group inc., California, ALL RIGHTS RESERVED
PL
BDRY
R/W
C/L
EX/EXIST
ESMT
MAX
MIN
TC
TW
BW
EG
EP
C&G
CONC
AC
PVMT
CLF
TG
GB
FG
FS
FF
HP
LP
FL
INV
UT
JT
SD
SS
W
Civil Engineer
28480 Avenue Stanford, Suite 200
(661) 219-6000 (661) 775-2718 fax
www.psomas.com
©
ABBREVATIONS:
C-0.0
TITLE SHEET
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SAUGUS UNION SCHOOL DISTRICT
24930 AVENUE STANFORD
VALENCIA, CA 91355
Interim Housing
Civil Design Plan
N.T.S
Saugus Union School Distrct - West Creek Academy
TH
E
RY
N
CY
RD
Revisions
126
75-15270-01
Issue Date:03/31/2016
NE
W
HILLSBOROUGH PKWY
5
GRANDVIEW DR
DECORO DR
3/31/2016
Construction
Documents
LEGEND NOTES
N:4278918.41
E:4116292.69
28767 W. Hills Dr.
1
CONSTRUCTION NOTES
1
PROPOSED
ASPHALT
PAVING
LIMITS
EXISTING LANDSCAPE AREA (GRASS)
LEGEND
EXISTING MAJOR CONTOUR
N:4278876.01
E:4116321.07
1.
2.
3.
N:4278823.19
E:4116457.25
CONSTRUCTION WASTE SHALL BE REDUCED
BY 65%. CONSTRUCTION WASTE MUST BE
HANDLED BY A CITY OF LOS ANGELES
CERTIFIED HAULER.
100% OF EXCAVATED SOIL AND VEGETATION
RESULTING FROM LAND CLEARING SHALL BE
REUSED OR RECYCLED
REFER TO GRN 5 FORM FOR ADDITIONAL
REQUIREMENTS
Civil Design Plan
PROPOSED
ASPHALT
PAVING
LIMITS
N:4278763.00
E:4116433.92
C-1.0
DEMOLITION PLAN
SCALE: 1" = 10'
N
Civil Engineer
(661) 219-6000 (661) 775-2718 fax
www.psomas.com
©
Plotted - 3/31/2016 3:41:18 PM :: Saved - 3/31/2016 3:35:14 PM :: V:\1DLR010200\ENGR\SHEETS\Interim Housing\C-1.0_DEMO.dwg :: desiree.gravel
N:4278799.16
E:4116295.65
DEMOLITION PLAN
PROPOSED
ASPHALT
PAVING
LIMITS
Interim Housing
1
Revisions
MATERIAL CONSERVATION
AND RESOURCE
EFFICIENCY NOTES:
75-15270-01
REMOVE EXISTING LANDSCAPE AREA
(GRASS)
EXISTING MINOR CONTOUR
3/31/2016
28767 W. Hills Dr.
Construction
Documents
LEGEND NOTES
TC-1
WM-1
-
STABILIZED CONSTRUCTION
ENTRANCE / EXIT
NOT TO SCALE
SE-8
LEGEND:
STABILIZED CONSTRUCTION
ENTRANCE/EXIT
WM-1
MATERIAL DELIVERY AND STORAGE
WM-8
CONCRETE WASTE MANAGEMENT
WM-9
SANITARY WASTE MANAGEMENT
EROSION & SEDIMENT CONTROL PLAN
SCALE: 1" = 10'
Interim Housing
TC-1
Civil Design Plan
GRAVEL BAG BARRIER
EROSION & SEDIMENT
CONTROL PLAN
Civil Engineer
(661) 219-6000 (661) 775-2718 fax
www.psomas.com
©
N
SE-8
C-1.1
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TEMPORARY CONSTRUCTION FENCE
Revisions
TC-1
75-15270-01
WM-9
SE-8
WM-8
3/31/2016
JOIN
EXISTING
Construction
Documents
LEGEND NOTES
1
CONSTRUCT 2.5" A.C. PAVEMENT OVER 4" CLASS 2
AGGREGATE BASE PER DETAIL 1
2
INSTALL RAMP PER MOBILE MODULAR DSA FOUNDATION
PLANS
3
LANDSCAPE AREA TO REMAIN IN PLACE
4
EXTEND PAVING AT 2:1 SLOPE TO MEET EXISTING
LANDSCAPE SURFACE (GRASS)
5
PROPOSED TREE WELL
6
MATCH PROPOSED PAVING TO EXISTING MOW STRIP
8.00
'
1
28767 W. Hills Dr.
CONSTRUCTION NOTES
1
1
LEGEND
EXISTING MINOR CONTOUR
PROPOSED MAJOR CONTOUR
PROPOSED MINOR CONTOUR
2
4
1
1
1344.10
FS
1.7%
2
JOIN
EXISTING
%
1.8
2
1344.36
FS
PROPOSED
MOBILE
MODULAR
BUILDING
1344.45
FS
1344.46
FS
PROPOSED
MOBILE
MODULAR
BUILDING
1344.54
FS
PROPOSED
MOBILE
MODULAR
BUILDING
1344.64
FS
FUTURE
MOBILE
MODULAR
BUILDING
PAD
1345.20
FS
1345.21
FS
5
4
0.9
%
1345.07
FS
1345.12
FS
1
1345.33
FS
5
1345.35
FS
1.1
%
5
1345.47
FS
5
1345.36
FS
1.5%
1
6
1345.57
FS
PROPOSED
FENCE
1345.66
FS
C-2.0
FINE GRADING AND DRAINAGE PLAN
SCALE: 1" = 10'
N
Civil Engineer
(661) 219-6000 (661) 775-2718 fax
www.psomas.com
©
Plotted - 3/31/2016 4:57:26 PM :: Saved - 3/31/2016 4:44:09 PM :: V:\1DLR010200\ENGR\SHEETS\Interim Housing\C-2.0_GRAD_FINE.dwg :: desiree.gravel
6
Revisions
0.9%
NOT TO SCALE
1
1345.09
FS
1345.04
FS
1
1344.56
FS
1345.08
FS
1
1344.40
FS
TYPICAL ASPHALT SECTION
Interim Housing
1344.95
FS
AGGREGATE
BASE
FINE GRADING &
DRAINAGE PLAN
PROPOSED
FENCE
4
%
1344.36
FS
1344.83
FS
4"
EXISTING
IN-SITU
12" MATERIAL - 95%
RECOMPACTED
%
PROPOSED
MOBILE
MODULAR
BUILDING
1
1.9
4
AC
PAVEMENT
2
0.3
%
1344.27
FS
2.5"
Civil Design Plan
1344.26
FS
2.0
1344.18
FS
75-15270-01
1.7
%
PROPOSED BUILDING OUTLINE
EXISTING MAJOR CONTOUR
1343.94
FS
3/31/2016
CODE ANALYSIS CALCULATION
NOTES;
1.
CHAINLINK FENCING,
BETWEEN BUILDINGS, TYP.
BUILDING 'A'
CLASSROOM DOOR, TYP.
ACTUAL STORIES
GROSS SQUARE
FEET
ALLOWABLE HEIGHT
PER CBC TABLE 503
TYPE V-B
1
1
1080
40'
12'
1
1
1080
TYPE V-B
1
1
1080
40'
40'
12'
BUILDING 'C'
E
E
TYPE V-B
BUILDING 'D
E
TYPE V-B
TOTAL BUILDING SQUARE FEET
1
1
1080
40'
12'
THE ACCESSIBLE PATH OF TRAVEL (POT) IDENTIFIED IN THESE CONSTRUCTION DOCUMENTS IS COMPLIANT WITH THE CURRENT APPLICABLE
CALIFORNIA 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 DETERMINED
TO BE NON-COMPLIANT
A) HAVE BEEN IDENTIFIED AND B) THE CORRECTIVE WORK NECESSARY TO BRING THEM INTO COMPLIANCE HAS BEEN INCLUDED WITHIN THE SCOPE OF THIS
PROJECT'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 OF
UNREASONABLE 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 BEYOND
REASONABLE CONSTRUCTION TOLERANCES, THEY SHALL BE BROUGHT INTO COMPLIANCE WITH THE CBC AS PART OF THIS PROJECT BY MEANS OF A CONSTRUCTION
CHANGE DOCUMENT.
12'
4,320
RELOCATABLES DETAILS INDEX
North Elevation
4
2.
'PC' NUMBER BUILDING TYPE SIZE
'A' NUMBER
BUILDING 'A'
04-103659
4-101244
CLASSROOM
24 X 40
BUILDING 'B'
04-101244
4-104778
CLASSROOM
24 X 40
BUILDING 'C'
04-101244
4-104778
CLASSROOM
BUILDING 'D
04-101244
4-104778
CLASSROOM
24 X 40
24 X 40
MANUFACTURER
MOBILE MODULE
MOBILE MODULE
50
MOBILE MODULE
50
50
50
MOBILE MODULE
3
RELOCATABLE BUILDING, TYP.
CP1.1
BUILDING ANALYSIS;
OCCUPANCY GROUP; E
CONSTRUCTION TYPE; TYPE V-B
AUTOMATIC 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.
LIVE LOAD
3.
SCALE: 1/8" = 1'-0"
CP1.1
DESIGN PROFESSIONAL IN GENERAL RESPONSIBLE CHARGE STATEMENT;
ACTUAL HEIGHT
E
BUILDING 'B'
ACCESSIBLE LANDING & RAMP
CONSTRUCTION ALLOWABLE STORIES
TYPE
PER CBC TABLE 503
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 CBC
IN FORCE AT THE TIME OF ORIGINAL CONSTRUCTION, THE CONDITION MUST BE CORRECTED IN ACCORDANCE WITH CURRENT CODE REQUIREMNTS. A CHANGE ORDER, OR A
SEPERATE SET OF PLANS AND SPECIFICATIONS DETAILING AND SPECIFYING THE REQUIRED REPAIT WORK SHAL BE SUBMITTED TO AND APPROVED BY DSA BEFOR
PROCEEDING WITH THE REPAIR WORK.
CODE ANALYSIS CALCULATION
SCALE: 1/8" = 1'-0"
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 IN
ACCORDANCE 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 INTENT
THAT THEY WILL BE ON THE SITE FOR LESS THAN THREE YEARS.
5.
CONSTRUCTION
DOCUMENTS
OCCUPANCY
GROUP
BUILDING MODULE IDENTIFICATION
RELOCATABLE BUILDING, TYP
THE MANUFACTURER OR BUILDER SHALL PLACE TWO PERMANENT METAL IDENTIFICATION LABELS ON EACH BUILDING MODULE, ONE MECHANICALLY FASTENED AND VISIBLE
FROM 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 OR
BUILDER'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 BUILDING
PLANS.
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 LOCATION
OF TREE WELL WITH OWNER. CARE TO BE TAKEN TO NOT DAMAGE TREE ROOTS.
7.
CHAINLINK GATE
PROVIDE 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.
POT, SEE AS1.00 FOR CONTINUATION
WALKWAY ASPHALT PAVING
(E) PLANTING (GRASS PLAYING FIELD)
8' - 0".
JOIN FLUSH
(E) ASPHALT PLAY GROUND
STRENGTHED FOR FIRE TRUCK ACESS
(E) WALKWAY ASPHALT PAVING
(E) PLANTING (GRASS PLAYING FIELD)
CP1.1
4
CODE PLAN
UPPER LANDING
ASPHALT PAVING
16
6' - 0"
ACCESSIBLE RAMP
TYP.
12' - 0"
FF 1344.72'
FF 1344.69'
PORTABLE BUILDING 'B'
GROSS SF 1080
TYPE V-B
DSA # 04-106743
OCC. 'E'
PORTABLE BUILDING 'C'
GROSS SF 1080
TYPE V-B
DSA # 04-106743
OCC. 'E'
2' - 0"
2' - 0"
24' - 0"
24' - 0"
PORTABLE BUILDING 'D'
GROSS SF 1080
TYPE V-B
DSA # 04-106743
OCC. 'E'
FUTURE MODULAR
CLASSROOM
2' - 0"
24' - 0"
24' - 0"
8' - 0"
86' - 0"
FF1344.63'
40' - 0"
PORTABLE BUILDING 'A'
GROSS SF 1080
TYPE V-B
DSA # 04-103659
OCC. 'E'
FF 1344.66'
5
35' - 6"
3'-0" CHAINLINK
GATE, SE NOTE 7
CP1.1
EQUIPMENT PAD
MECHANICAL YARD
TY LINE
PROPER
4/4/2016 3:57:00 PM
27' - 6"
8' -0" DIA. TREE WELL
AT (E) TREES, TYP.
SEE NOTE #6
26
AS1.01
Revisions
AS1.01
CP1.1
JOIN FLUSH
1
CP1.1
NORTH
ENLARGED SITE PLAN - CODE ANALYSIS
SCALE: 1/8" = 1'-0"
ACCESSIBLE PATH OF TRAVEL, SEE NOTES ON AS1.00
75-15270-01
(E) ASPHALT PLAY GROUND
Interim Housing
41' - 6".
JOIN FLUSH
SCALE: 1/8" = 1'-0"
CP1.1
FOR BUILDINGS THAT ARE MANUFACTURED IN-PLANT, THE IN-PLANT INSPECTOR IS TO ATTACH A VERIFIED REPORT INSIDE EACH BUILDING, WHICH SHALL INDICATE THE
MANUFACTURER'S NAME AND THE SERIAL NUMBER FOR EACH BUILDING MODULE AS WELL AS THE DSA FILE AND APPLICATION NUMBERS.
South Elevation
©
5
DSA APPROVAL NUMBERS
DSA FILE 19-97
03-110267
CERTIFIED
03-111246
03-112442
03-116701
2/29/2016
CERTIFIED
CERTIFIED
PROJECT IS ON-GOING
CONSTRUCTION OF M.P., ADMIN/MEDIA, & (3) C.R.BUILDINGS,
TRELLIS, WALKWAY STRUCTURE, & SITEWORK.
6/22/2012
SHADE STRUCTURES, LUNCH SHELTERS, SHADE CANOPIES
1/05/2016
DAY CARE BUILDING
(AS OF MARCH 2016)
1. PATH OF TRAVEL:
PATH OF TRAVEL (P.O.T.), AS INDICATED, IS A COMMON BARRIER
FREE ACCESS ROUTE WITHOUT ANY ABRUPT VERTICAL CHANGES
EXCEEDING 1/2" BEVELED AT 1:2 MAXIMUM SLOPE, EXCEPT THAT
LEVEL CHANGES DO NOT EXCEED 1/4" VERTICAL AND IS AT LEAST
48" WIDE. THE PATH SURFACE IS SLIP RESISTANT, STABLE, FIRM AND
SMOOTH. PASSING SPACES (1133B.7.1) AT LEAST 60"X60" ARE
LOCATED NOT MORE THAN 200" APART. THE CROSS-SLOPE DOES
NOT EXCEED 2% AND SLOPE IN THE DIRECTION OF TRAVEL AND IS
LESS THAN 5% UNLESS OTHERWISE INDICATED. (POT) SHALL BE
MAINTAINED 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 COMMON
SURFACE, NOT INTERRUPTED BY STEPS OR BY ABRUPT CHANGES
IN LEVEL EXCEEDING 1/2".
CONSTRUCTION
DOCUMENTS
LEGEND NOTES
4. WHEN CHANGES IN LEVEL NOT EXCEEDING 1/2" OCCUR, THEY
SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2, EXCEPT
THAT LEVEL CHANGES NOT EXCEEDING 1/4" MAY BE VERTICAL.
5. ABRUPT CHANGES IN LEVEL ALONG ANY ACCESSIBLE ROUTE
EXCEEDING 1/2" SHALL COMPLY WITH THE REQUIREMENTS FOR
CURB RAMPS.
6. WALK AND SIDEWALK SURFACES SHALL BE SLIP-RESISTANT AS
FOLLOWS:
A. SURFACES WITH A SLOPE LESS THAN 6% GRADIENT SHALL
BE AT LEAST A SLIP-RESISTANT AS THAT DESCRIBED AS A MEDIUM
BROOM FINISH.
B. SURFACES WITH A SLOPE OF 6% OR GREATER GRADIENT
SHALL BE SLIP-RESISTANT WITH A HEAVY BROOM FINISH.
PARKING LOT 'A',
A#03-110267
STALLS
37 STANDARD ACCESIBLE STALLS 1
VAN ACCESSIBLE STALLS
1
TOTAL STALLS
39
3. WALKS AND SIDEWALKS SHALL BE 48" MINIMUM IN WIDTH, 60" IS
PREFERRED.
7. WHEN THE SLOPE IN THE DIRECTION OF TRAVEL OF ANY WALK
EXCEEDS 1 VERTICAL TO 20 HORIZONTAL, IT SHALL COMPLY WITH
THE PROVISIONS OF SECTION 1133B.5 AS A PEDESTRIAN RAMP.
STANDARD ACCESSIBLE STALL,
A#03-110267
8. WALK AND SIDEWALK SURFACE CROSS SLOPES SHALL NOT
EXCEED 1:50 (2% MAX.).
VAN ACCESSIBLE STALL,
A#03-110267
9. ALL WALKS WITH CONTINUOUS GRADIENTS SHALL HAVE LEVEL
AREAS AT LEAST 5' IN LENGTH AT INTERVALS OF AT LEAST EVERY
400'.
T
PO
CURB-CUT, A#03-110267
11. LEVEL AREA OF WALK SHALL EXTEND 24" TO THE SIDE OF THE
STRIKE EDGE OF A DOOR OR GATE THAT SWINGS TOWARD THE
WALK. SEE 31/CP4.1.
12. WALKS, SIDEWALKS, AND PEDESTRIAN WAYS SHALL BE FREE OF
GRATINGS WHENEVER POSSIBLE. FOR GRATINGS LOCATED IN THE
SURFACE OF ANY OF THESE AREAS, GRID OPENINGS IN GRATING
SHALL BE LIMITED TO THE DIRECTION OF TRAFFIC FLOW. IF
GRATINGS HAVE ELONGATED OPENINGS, THEY SHALL BE PLACED
SO THAT THE LONG DIMENSION IS PERPENDICULAR TO THE DOMAIN
DIRECTION OF TRAVEL.
T
PO
BUILDING 'B'
MEDIA
A#03-110267
POT
PLAYGR
SR
T
PO
13. (E) PATH OF TRAVEL. SEE PER A# 03-110267
OUND
POT
R
W
MR
T
PO
T
PO
POT
T
PO
PO
T
(E) ASPHALT PLAYGROUND
T
PO
BUILDING 'B'
ADMIN
A#03-110267
T
PO
T
PO
BR
T
PO
T
PO
BUILDING 'C-3'
CLASSROOMS
2 STORY
A#03-110267
Architectural Site Plan
POT
SR
(E) ASPHALT RUNNING
TRACK
PO
T
SR
POT
GR
(E) PATH OF TRAVEL
(SEE NOTE #13)
POT
POT
SR
BR
PO
T
POT
NS
RE
ILD
CH
E
LAN OFF
OP
DR
POT
T
PO
BUILDING 'C-2'
CLASSROOMS
2 STORY
A#03-110267
PO
T
SAFE DISPERSAL
AREA
CH
LUN
ER
ELT
SH
(E) ASPHALT WALKWAY,
TYP.
BR
BUILDING 'C-1'
CLASSROOMS
2 STORY
A#03-110267
MR
GR
NO
ING
RK
PA
CH
LUN
ER
ELT
H
S
PO
T
1
CP1.1
(E) TURF
SR
DAY CARE BUILDING
1 STORY
A#03-112442
ASPHALT RUNNING
TRACK
BUILDING 'A'
MULTI-PURPOSE
A#03-110267
CH
LUN
ER
ELT
SH
AS1.00
POT
T
PO
Interim Housing
SR
JOIN FLUSH
PO
T
- LUNCH SHELTER
A#03-111246
Revisions
NO PARKING
GR
75-15270-01
LANE
DROP OFF
START
10. WALKS SHALL BE PROVIDED WITH A LEVEL AREA NOT LESS THAN
60" 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 GATE
THAT SWINGS AWAY FROM THE WALK. SEE 31/CP4.1.
JOIN FLUSH, TYP.
ASPHALT PAVING, SEE CIVIL
JOIN FLUSH
SHADE STRUCTURE,
A#03-110267
155
'-
PATH OF TRAVEL
7"
POT
WR
FUTURE RELOCATABLE
BUILDING LOCATION
CP1.1
4
POT
CP1.1
LEGEND
EXISTING
ACCESSIBLE PATH
OF TRAVEL
PARKING LOT 'C',
A#03-110267 STALLS
79
STANDARD ACCESIBLE STALLS 3
VAN ACCESSIBLE STALLS
1
TOTAL STALLS
83
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
SITE PLAN
SCALE: 1" = 30'-0"
NORTH
4/4/2016 3:56:59 PM
FUTURE
W.R. (E) ACCESSIBLE WOMENS RESTROOM A# 03-1110267
S.R. (E) ACCESSIBLE STAFF RESTROOM A# 03-1110267
AS1.01
©
5
26
6' CHAINLINK
FENCING, SEE
35/AS1.01
12
13
14
15
16
NOTE;
1. MAXIMUM SLOPE OF WALKWAYS AND LANDINGS TO BE 2% IN ANY DIRECTION
ASPHALT WALKWAY
6' - 0"
LANDING
ASPHALT LANDING
JOIN FLUSH, TYP.
JOIN FLUSH, TYP.
UP
JOIN FLUSH
5' - 0"
LANDING
RAMP AND HANDRAILS
PER PC DRAWINGS
UP
UP
AS1.01
21
22
23
24
25
BUILDING
FOOT-PRINT
16
CONSTRUCTION
DOCUMENTS
11
RAMP-LANDING, TYPICAL
SCALE: 1/4" = 1'-0"
26
CONCRETE HOUSE-KEEPING PAD
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
EQUIPMENT PAD
31
32
33
34
35
SCALE: 1/4" = 1'-0"
36
KNUCKLED FABRIC
TOP AND BOTTOM
3/8" O.C. TENSION ROD
(TYP.) AT GATE, END, PULL
AND CORNER POSTS
POST CAP
1.66" O.D. TOP RAIL
2.875" O.D.
LINE POST
NOTE:
1.) PROVIDE A DOUBLE OR SINGLE GATE, PER PLAN.
2.) ALL CHAIN-LINK FENCE SHALL BE PVC-COATED
AT BUILDING 'H' GATE ENCLOSURES ONLY.
3.) ADD SLATS AT BUILDING 'H' GATE ENCLOSURES ONLY.
SEE PLANS
SEE PLANS
9 GA. CHAINLINK FABRIC
HEIGHT 6'-0"
3" O.D. END PULL
AND CORNER POSTS
42
43
44
45
46
51
52
53
54
55
56
3/31/2016 6:33:24 PM
AS1.01
41
Interim Housing
SCALE: 1/2" = 1'-0"
CANE BOLT WITH SLEEVE; STEEL
PIPE SLEEVE DOWN 6" BELOW
GRADE AT BOTH CLOSED AND
FULLY OPEN POSITION. SET IN
6" ∅ BY 18" DEEP CONC. FTG.
WHEN LOCATED IN ASPHALT PAVING
Revisions
CHAINLINK FENCE W/GATE
TENSION WIRE ANCHOR AT
EACH POST 1/4" WIRE
AS1.01
MIN. GAP REQ.:
1" GAP FOR LEAFS
LESS THAN 8'-0";
2" GAP FOR LEAFS
GREATER THAN 8'-0"
FORK LATCH
75-15270-01
. 10' MAX.
35
GATES WHERE
SHOWN
SITE DETAILS
12" O.D. CONC. FTG. (TYP.)
6"
.2'-8"
2"
MAX.
AS1.01
©
26
4' - 6"
10' - 6"
NOTES
SYMBOLS
BAS
BJ
BKR
BLDG
BMS
BUILDING AUTOMATION SYSTEM
BONDING JUMPER
BREAKER
BUILDING
BUILDING MANAGEMENT SYSTEM
DB
DC
DISC
DIV
DP
DW
DECIBEL
DIRECT CURRENT
DISCONNECT
SPECIFICATION DIVISION
DISTRIBUTION PANELBOARD
DISHWASHER
EA
ECB
ECS
ELEC
EMD
EP
EQ
EQUIP
ER
EWC
EXT
EACH
ENCLOSED CIRCUIT BREAKER
EMERGENCY COMMUNICATIONS SYSTEM
ELECTRIC(AL)
ESTIMATED MAXIMUM DEMAND
EXPLOSION PROOF
EQUAL
EQUIPMENT
EXISTING (TO BE) RELOCATED
ELECTRIC WATER COOLER
EXTERIOR
FA
FAA
FACP
FC
FLA
FLUOR
FS
FSD
FT
FIRE ALARM
FIRE ALARM ANNUNCIATOR
FIRE ALARM CONTROL PANEL
FOOT CANDLE
FULL LOAD AMPS
FLUORESCENT
FLOW SWITCH
FIRE SMOKE DAMPER
FEET (FOOT)
3. IN ADDITION TO DEVICES SHOWN, SEE SCHEDULE SHEETS FOR
CONNECTIONS TO ALL MECHANICAL EQUIPMENT.
7. HOMERUNS SHALL NOT EXCEED THREE CURRENT CARRYING
CONDUCTORS OR ADJUST FOR CODE REQUIRED DERATING.
9. ALL PANELS SHALL COME WITH PANEL SCHEDULE DIRECTORY
LOCATED INSIDE THE PANEL. ALL SWITCHBOARD CIRCUITS SHALL BE
LABELED.
GENERAL LIGHTING NOTES
(TYPICAL ALL LIGHTING SHEETS)
JB
JUNCTION BOX
KAIC
KV
KVA
KW
THOUSAND AMPERE INTERRUPTING CURRENT
KILOVOLT
KILOVOLT AMPERES
KILOWATT
6. FIXTURES DENOTED WITH LOWER CASE LETTERS SHALL BE
CONTROLLED BY SWITCHES DENOTED WITH THE SAME LOWER CASE
LETTER IN EACH ROOM.
LT
LTG
LIGHT
LIGHTING
RECEP RECEPTACLE
SCCR
SD
SEC
SIM
SPD
SWBD
SHORT CIRCUIT CURRENT RATING
SMOKE DAMPER
SECONDARY
SIMILAR
SURGE PROTECTION DEVICE
SWITCHBOARD
TBB
TC
TGB
TMGB
TO
TR
TS
TV
TYP
TELECOMMUNICATIONS BONDING BACKBONE
TIME CLOCK
TELECOMMUNICATIONS GROUNDING BUSBAR
TELECOMMUNICATIONS MAIN GROUNDING BUSBAR
TELECOMMUNICATIONS OUTLET
TELECOMMUNICATIONS ROOM
TAMPER SWITCH
TELEVISION
TYPICAL
UG
UNO
UNDERGROUND
UNLESS NOTED OTHERWISE
V
VA
VFD
VOLT
VOLT-AMPERE
VARIABLE FREQUENCY DRIVE
W
WA
WG
WP
WIRE
TELECOMMUNICATIONS WORK AREA
WIRE GUARD
WEATHER-PROOF (NEMA 3R)
XFMR
TRANSFORMER
S
LIGHTING FIXTURE ON EMERGENCY SYSTEM
S
2
SWITCH, DOUBLE POLE
3
SWITCH, 3-WAY
4
SWITCH, 4-WAY
D
2. PROVIDE #10AWG MINIMUM CONDUCTORS FOR ALL EXTERIOR LIGHTING
CIRCUITS.
3. SEE ARCHITECTURAL BUILDING ELEVATIONS FOR LOCATION OF BUILDING
MOUNTED EXTERIOR LIGHT FIXTURES.
1. TELECOMMUNICATION, AUDIO/VISUAL, SECURITY AND FIRE ALARM DESIGN
ARE DONE BY OTHERS. REFER TO ARCHITECTURAL, TELECOMMUNICATION,
AUDIO/VISUAL, SECURITY AND FIRE ALARM DRAWINGS FOR ELECTRICAL
REQUIREMENTS. CONTRACTOR SHALL PROVIDE AND INSTALL RELEVANT
SCOPE OF WORK.
2. PROVIDE THE CIRCUIT FOR THE DEVICES AND EQUIPMENT FROM DIVISION 27
AND 28 THAT REQUIRES 120V/208V OR 277V/480V POWER SUPPLY. PROVIDE
CIRCUIT BREAKER, CONDUIT AND WIRES.
3. PROVIDE CONTROL CONDUITS FOR THE DEVICES AND EQUIPMENT FROM
DIVISION 27 AND 28. LOW VOLTAGE SIGNAL/CONTROL CABLES SHALL BE
PROVIDED BY OTHERS.
7. EXIT SIGNS SHALL NOT BE USED AS J-BOXES. PROVIDE J-BOX FOR EVERY
EXIT SIGN.
MICROPHONE OUTLET, WALL
SR
MONITOR SPEAKER RECEPTACLE, WALL
X
SWITCH, EXPLOSION-PROOF
K
LOW VOLTAGE SWITCH TO HAVE LOCKABLE PLASTIC COVER.
WALL WASHER
S
HIGH BAY LIGHTING FIXTURE
S
WALL MOUNTED LIGHTING FIXTURE
S
S
S
S
N
TS
LC
PHOTOELECTRIC CELL
LC
LIGHTING CONTACTOR
BAT
REMOTE EMERGENCY BATTERY PACK
LOW VOLTAGE WIRELESS LIGHTING CONTROLLER INTERFACE.
OS
OCCUPANCY SENSOR
VS
VACANCY SENSOR
FACP
FILE ALARM CONTROL PANEL
I
FAA
FILE ALARM ANNUNCIATOR PANEL
P
NEP
WALL MOUNTED LIGHTING CONTROL DEVICES:
MOUNT 94-INCHES AFF, UNO
OS
OCCUPANCY SENSOR
VS
VACANCY SENSOR
N.A.C. EXTENDER PANEL
F
MANUAL FIRE ALARM PULL STATION
F
FIRE ALARM BELL
F
FIRE ALARM HORN
F
FIRE ALARM VISUAL WARNING SIGNAL
F
FIRE ALARM BELL WITH VISUAL WARNING SIGNAL
F
FIRE ALARM HORN WITH VISUAL WARNING SIGNAL
F
MINI FIRE ALARM HORN WITH VISUAL WARNING SIGNAL
F
FIRE ALARM SPEAKER WITH VISUAL WARNING SIGNAL
D
(TYPICAL ALL DEMOLITION SHEETS)
1. ALL FIRE ALARM DEVICES ARE TO BE LEFT IN PLACE AND SUPPORTED UNTIL
NEW FIRE ALARM IS INSTALLED.
ELECTRICAL SHEET LIST
SHEET NUMBER
SHEET NAME
I
SMOKE DETECTOR-PHOTOELECTRIC TYPE
(D = DUCT)
SMOKE DETECTOR - IONIZATION TYPE
P
SMOKE DETECTOR - PHOTOELECTRIC TYPE
D
HEAT DETECTOR RATE-OF-RISE AND FIXED
TEMPERATURE, 135 F
HEAT DETECTOR, RATE-OF-RISE AND FIXED
TEMPERATURE, 200 F
HEAT DETECTOR, FIXED TEMPERATURE ONLY,
135 F
HEAT DETECTOR, FIXED TEMPERATURE ONLY,
200 F
S
SPRINKLER SYSTEM ELECTRONIC BELL ALARM
D
FIRE ALARM MAGNETIC DOOR HOLDER
L
REMOTE INDICATOR LAMP
F
FIRE ALARM SPEAKER, FLUSH IN CEILING
F
FIRE ALARM SPEAKER WITH VISUAL WARNING SIGNAL, CEILING
OSY
OS&Y VALVE
F
FIRE ALARM VISUAL WARNING SIGNAL, CEILING
FS
WATER FLOW ALARM SWITCH
TS
TAMPER SWITCH
E
ECS SPEAKER, FLUSH IN CEILING
PIV
POST INDICATOR VALVE SWITCH
E
ECS SPEAKER WITH VISUAL WARNING SIGNAL, CEILING
T
BEAM TRANSMITTER
E
ECS VISUAL WARNING SIGNAL, CEILING
R
BEAM RECEIVER
FF
FIRE FIGHTERS TELEPHONE
E0.0
E0.1
E1.0
ELECTRICAL SITE PLAN
E2.1
ENLARGED POWER AND DATA PLANS
E3.1
ENLARGED FIRE ALARM PLANS
E5.1
COPIES OF THE MANUAL SHALL BE AVAILABLE ON THE JOB SITE PRIOR TO
THE START OF HANGING AND BRACING OF THE PIPE, DUCTWORK, AND
ELECTRICAL DISTRIBUTION SYSTEMS.
3. ALL FLOOR AND WALL MOUNTED ELECTRICAL AND DATA OUTLETS TO BE
REMOVED, CONDUIT AND WIRING TO BE REMOVED BACK TO ELECTRICAL
PANEL.
THE STRUCTURAL ENGINEER OF RECORD SHALL VERIFY THE ADEQUACY
OF THE STRUCTURE TO SUPPORT THE HANGER AND BRACE LOADS.
CIRCUIT HOME RUN
FURNISH AND INSTALL ALL SYSTEMS, UNITS, EQUIPMENT, AND PARTS TO
MEET OR EXCEED CURRENT APPLICABLE REQUIREMENTS FOR SEISMIC
RESISTANCE SPECIFIED BY CODES, REGULATIONS, OR AGENCIES HAVING
JURISDICTION. INCLUDE ALL SUPPORTS, ANCHORS, BRACES, AND OTHER
RESTRAINING DEVICES REQUIRED. ALL SEISMIC RESTRAINTS SHALL MEET
SEISMIC REQUIREMENTS SPECIFIED BY CODES, REGULATIONS, OR
AGENCIES HAVING JURISDICTION AND ARE THE RESPONSIBILITY OF THE
CONTRACTOR.
CONDUIT TURNING DOWN
5. REMOVE ALL EXISTING DATA CABLING WIRING/ CONDUIT OCCURRING WITHIN
THE TENANT PLENUM SPACE THAT IS NO LONGER IN USE, INCLUDING
SERVICE TO FLOOR MOUNTED MONUMENTS.
6. REMOVE ALL TENANT-RELATED/ VOICE CABLING/ CONDUIT IN BUILDING'S
CORE ELECTRICAL AND TELEPHONE CLOSETS BACK TO THE ELECTRICAL
PANELS AND BACKBOARD, (INCLUDING PUNCH DOWN BLOCKS). PROTECT ALL
THROUGH-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.
7. DISCONNECT AND REMOVE EXISTING POWER AND TELE/ DATA CABLES FROM
EXISTING WORKSTATION FURNITURE FEED OUTLET BOX. EXTEND
ASSOCIATED CONDUIT AND WIRING TO THE NEAREST JUNCTION BOX. PATCH
AND PAINT WALL TO MATCH EXISTING WALL FINISH.
8. REMOVE EXISTING FLOOR OUTLETS AND INSTALL ABANDONMENT PLATES
AND CLOSURE PLUGS WITH SAME FINISH AS EXISTING INSTALLATION.
PROVIDE THREADED COVER WITH FIRE STOPPING. FIELD VERIFY EXACT
OUTLET LOCATIONS.
9. DISCONNECT AND REMOVE EXISTING POWER AND TELE/DATA CABLES FROM
EXISTING WORKSTATION FURNITURE FEED OUTLET BOX. EXTEND
ASSOCIATED CONDUIT AND WIRING TO THE NEAREST JUNCTION BOX. PATCH
AND PAINT WALL TO MATCH EXISTING WALL FINISH.
10. PROVIDE BLANK COVER PLATES ON JUNCTION BOXES WHICH ARE NOT
REUSED.
11. PROVIDE CUTTING AND PATCHING AS REQUIRED, WHETHER OR NOT
SPECIFICALLY INDICATED. VERIFY EXTENT OF NEW AND EXISTING PARTITIONS
WITH ARCHITECTURAL DRAWINGS.
12. REMOVE ALL UNUSED CONDUITS AND WIRING, SWITCHES, RECEPTACLES,
LIGHT FIXTURES, ETC., WHERE CEILING, CEILING TILES OR WALLS ARE BEING
DEMOLISHED EXCEPT AS FOLLOWS: WHERE WALLS AND CEILINGS ARE TO
REMAIN, MAINTAIN EXISTING CONDUIT, WIRING AND BOXES SERVING ALL
ELECTRICAL EQUIPMENT, OUTLETS AND SWITCHES IN THE THOSE AREAS.
REMOVE ALL POWER WIRING BACK TO ITS OVER CURRENT DEVICE AND MARK
CIRCUIT BREAKERS AS "SPARE". INSTALL BLANK COVER ON ALL BOXES.
REFER TO DRAWINGS FOR ADDITIONAL REQUIREMENT AND OTHER SPECIFIC
EXPECTATIONS.
13. COORDINATE ALL DEMOLITION WORK WITH NEW REQUIREMENTS TO ASSURE
THAT EXISTING EQUIPMENT, WIRING, ETC., THAT IS REQUIRED FOR A
COMPLETE AND OPERABLE SYSTEM IS NOT REMOVED.
DISTRIBUTED ANTENNA (CEILING)
PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS SHALL BE
BRACED TO RESIST THE FORCES PRESCRIBED IN ASCE 7 SECTION 13 AS
DEFINED IN ASCE 7 SECTION 13.6.8 - 13.6.8 - 13.6.8.4, 13.6.7, AND 13.6.5.6,
RESPECTIVELY.
2. RETAIN EXISTING EMERGENCY LIGHTING, PROPERLY BRACED FOR USE ON
TEMPORARY BASIS UNTIL NEW LIGHTING IS PROVIDED ON EACH FLOOR.
4. ALL ELECTRICAL CORES TO BE FILLED WITH CONCRETE.
SMOKE DETECTOR - IONIZATION TYPE (D = DUCT)
PIPING, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEM BRACING
NOTES
POWER
CONDUIT TURNING UP
CONDUIT STUB-UP
CONDUIT SLEEVE
*
EQUIPMENT ANCHORAGE AND SUPPORT INDICATED ON THESE DRAWINGS
IS CONCEPTUAL IN NATURE. FOR PROJECT SPECIFIC EQUIPMENT,
DUCTWORK, PIPING, ETC. ANCHORAGE AND SUPPORT, THE CONTRACTOR
SHALL ENGAGE THE SERVICES OF A STRUCTURAL ENGINEER LICENSED IN
CALIFORNIA TO PROVIDE COMPLETE DESIGN OF ALL SUPPORT AND
BRACING SYSTEMS. THE DESIGN AND INSTILLATION SHALL COMPLY WITH
THE REQUIREMENTS OF THE 2013 CALIFORNIA BUILDING CODE, CHAPTER
16 AND ASCE 7, CHAPTER 13 AND ALL CITY AMENDMENTS AND IR'S. ALL
CONNECTIONS TO STRUCTURE SHALL BE MADE BY THE USE OF HARDWARE
WITH BOLTS, WELDS OF OTHER POSITIVE ATTACHMENTS. FRICTION
CONNECTIONS ARE NOT PERMITTED. GENERAL DESIGN CRITERIA SHALL BE
AS SHOWN ON STRUCTURAL DRAWINGS.
IN APPLYING EQUATIONS FROM SECTION 13 OF ASCE 7, THE MINIMUM
FOLLOWING DESIGN COEFFICIENTS SHALL BE USED:
RIGID:
AIR SIDE Ap = 2.5 AND Rp = 2.5
WET SIDE Ap = 1.0 AND Rp = 2.5
FLEX:
NEOPRENE Ap = 2.5 AND Rp = 6.0
SPRING/RESTRAINED Ap = 1.0 AND Rp = 2.5
DIAGONAL LINE THROUGH SYMBOL OR DENOTED 'AC'
INDICATES MOUNT DEVICE ABOVE COUNTER.
WHERE INDICATED AS 'MOUNT ABOVE COUNTER' MOUNT
BOTTOM OF BOX 2-INCHES ABOVE TOP OF BACKSPLASH OR
6-INCHES ABOVE COUNTERTOP IF NO BACKSPLASH EXISTS.
SIMPLEX RECEPTACLE
DUPLEX RECEPTACLE
DUPLEX RECEPTACLE, GFI TYPE
DUPLEX RECEPTACLE, MOUNT ABOVE COUNTER
DUPLEX RECEPTACLE, GFI TYPE, MOUNT ABOVE
COUNTER
CONDUIT CONCEALED IN FLOOR OR UNDERGROUND, OTHER
(* = SEE ABBREVIATIONS)
EXPOSED CONDUIT, POWER
EXPOSED CONDUIT, OTHER
*
*
T
FOURPLEX RECEPTACLE
FOURPLEX RECEPTACLE, GFI TYPE
FOURPLEX RECEPTACLE, MOUNT ABOVE COUNTER
FOURPLEX RECEPTACLE, GFI TYPE,
MOUNT ABOVE COUNTER
TRANSFORMER
XXX
BRANCH CIRCUIT PANEL BOARD
XXX
XXX
CURRENT TRANSFORMER ENCLOSURE
M
METER
DUPLEX RECEPTACLE, HORIZONTALLY MOUNTED
DUPLEX RECEPTACLE, HORIZ. MTD, GFI TYPE
DUPLEX RECEPTACLE, HORIZ. MTD, ABOVE COUNTER
DUPLEX RECEPTACLE, HORIZ. MTD, GFI TYPE, MOUNT
ABOVE COUNTER
GENERATOR
GEN
ATS
AUTOMATIC TRANSFER SWITCH
WEATHER RESISTANT GFI DUPLEX RECEPTACLE,
ROOF MOUNT 18-INCHES ABOVE ADJACENT
STRUCTURE WITH A WEATHERPROOF, IN-USE COVER
R
SYSTEM GROUND ELECTRODE
T
WEATHER RESISTANT GFI DUPLEX RECEPTACLE,
MOUNT 18-INCHES AFF WITH A WEATHERPROOF,
IN-USE COVER
THERMOSTAT
WP
MUSHROOM
GFI DUPLEX RECEPTACLE TO SERVE ELECTRIC
WATER COOLER, MOUNT AT HEIGHT PER
EWC
EQUIPMENT MANUFACTURER'S INSTALLATION
GUIDELINES
DUPLEX RECEPTACLE TO SERVE TELEVISION,
MOUNT AT SAME HEIGHT AND WITHIN 8-INCHES
TV
OF ADJACENT TV OUTLET
MH
ELECTRICAL MANHOLE
Ip = 1.0 , Ip = 1.5 (FOR FIRE & LIFE SAFETY SYSTEMS), Sds = 1.0 , AND
Z/H = 1.0
HH
ELECTRICAL HAND HOLE
M
MOTOR CONNECTION, HORSEPOWER AS INDICATED
ALL MECHANICAL EQUIPMENT IS REQUIRED TO BE INCLUDED IN THE
SEISMIC RESISTANCE QUALITY ASSURANCE PLAN AS DESCRIBED UNDER
QUALITY ASSURANCE ON SHEET S0.1.
SF
ST
SM
MANUAL SWITCH, WITH FUSE
STARTER NEMA SIZE
MOTOR RATED TOGGLE SWITCH
DUPLEX RECEPTACLE, EMERGENCY
MAGNETIC MOTOR STARTER
FOURPLEX RECEPTACLE, EMERGENCY
DISCONNECT SWITCH, WITH FUSE
DUPLEX RECEPTACLE, LOWER SWITCH
DISCONNECT SWITCH, WITHOUT FUSE
DUPLEX RECEPTACLE, SWITCHED
COMBINATION MOTOR STARTER
RANGE RECEPTACLE
RELAY
PC
PHOTOELECTRIC CELL
A
SPECIAL RECEPTACLE
(MARK INDICATES OUTLET IN SCHEDULE)
MULTIDEVICE FLOOR BOX WITH DUPLEX AND
DATA OUTLETS, DIVIDED 2 GANG BOX WITH
SINGLE GANG PLASTER RING
SWITCH, PUSH BUTTON, SINGLE
SWITCH, PUSH BUTTON, DOUBLE
SWITCH, PUSH BUTTON, TRIPLE
MULTI-RECEPTACLE STRIP,
SPACING AS INDICATED
LC
LIGHTING CONTACTOR
DIVIDED RACEWAY
OS
OCCUPANCY SENSOR
FLUSH JUNCTION BOX, CEILING MOUNTED
JUNCTION BOX ABOVE SUSPENDED CEILING
WITH FLEX CONNECTION
J
FLUSH JUNCTION BOX, WALL MOUNTED
J
SURFACE JUNCTION BOX, CEILING MOUNTED
J
SURFACE JUNCTION BOX, WALL MOUNTED
PULL BOX
EQUIPMENT CONNECTION
EQUIPMENT CONNECTION
XXXX/3
ENCLOSED SWITCH; MOUNT 60-INCHES AFF TO TOP
XX/X = AMP RATING / NO. OF POLES
XXAF = FUSE SIZE; AF=AMP FUSE; NF=NO FUSE
= ENCLOSURE NEMA RATING; BLANK=NEMA 1; WP=NEMA 3R
XX
M
STAND-ALONE CURRENT
TRANSFORMER CABINET
METER SOCKET/METER
WITH CONNECTION TO
BMS SYSTEM
AMP RATING /
NO. OF POLES
=
AMP RATING /
NO. OF POLES
MAIN
MAIN
BREAKER
COMBINATION MAGNETIC CONTROLLER; MOUNT 60-INCHES AFF TO TOP
XX/X = AMP RATING / NO. OF POLES
XXAF = FUSE SIZE; AF=AMP FUSE; NF=NO FUSE
= STARTER NEMA SIZE
XX
CT
CAB
=
XXX/X
DISTRIBUTION
BREAKER
DISTRIBUTION
FUSIBLE
SWITCH
SYSTEM GROUND
ELECTRODE
INDICATES CONTROLLED RECEPTACLE TO BE
C CONNECTED TO OCCUPANCY SENSOR
MANUAL SWITCH, WITH THERMAL OVERLOAD
R
PB
=
DUPLEX RECEPTACLE, FLUSH IN CEILING
SWITCHBOARD
CT
J
X
DISTRIBUTION PANEL BOARD
EQUIPMENT CABINET, AS NOTED
MAIN
FUSIBLE SWITCH
ENCLOSED CONTROLLER (ACROSS-THE-LINE UNO)
MOUNT 60-INCHES AFF TO TOP
RECEPTACLES
CONDUIT CONCEALED IN CEILING OR WALLS, POWER
CONDUIT CONCEALED IN CEILING OR WALLS, OTHER
CONDUIT CONCEALED IN FLOOR OR UNDERGROUND, POWER
SEE STRUCTURAL DRAWINGS FOR ALL SEISMIC DESIGN LOAD FACTORS.
PER ASCE 7 SECTION 13.6.7 COMPONENTS INSTALLED IN-LINE WITH THE
DUCT SYSTEM AND HAVE A OPERATING WEIGHT GREATER THAN 75 LBS
SHALL BE SUPPORTED AND LATERALLY BRACED INDEPENDENT OF THE
DUCT SYSTEM. (VAV BOXES AND OTHER DUCT MOUNTED COMPONENTS
LESS THEN 75 LBS DO NOT REQUIRE LATERAL BRACING.)
ONE-LINE DIAGRAM
CONDUIT SEAL
NF
3/31/2016 10:41:24 PM
SAFETY
:
CEILING MOUNTED LIGHTING CONTROL DEVICES
MAXIMUM MOUNTING HEIGHT OF 10-FEET AFF
DAS
14. THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR MAINTAINING THE
INTEGRITY AND FUNCTIONALITY OF THE EXISTING LIGHTING, POWER, FIRE
ALARM, IT/AV, SECURITY AND ANY OTHER SYSTEM FEEDING EXISTING
SATELLITE CONTROL ROOM TO REMAIN ENERGIZED AND OPERATIONAL AT
ALL TIME DURING DEMOLITION AND CONSTRUCTION WORK.
C:\Revit\75-15270-01_MEP_2015_Cental_tfritson.rvt
DIRECTORS HEADSET
D
LOW VOLTAGE LIGHTING CONTROLLER INTERFACE.
WLC
FOR THOSE ELEMENTS THAT DO NOT REQUIRE DETAILS ON THE APPROVED
DRAWINGS, THE INSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF
THE MECHANICAL ENGINEER.
GENERAL DEMOLITION NOTES
FLUSH FLOOR BOX WITH MICROPHONE OUTLET
LOW VOLTAGE WIRELESS TOUCH SCREEN SWITCHING INTERFACE.
LIGHTING CONTROL DEVICES:
PC
M
LOW VOLTAGE TOUCH SCREEN SWITCHING INTERFACE.
WTS
BOLLARD LIGHT FIXTURE
LOW VOLTAGE RELAY
MM
LOW VOLTAGE SWITCH CONTROLLING (N) ZONES. PROVIDE EITHER
2,4, OR 6 BUTTON SWITCHES.
POLE MOUNTED AREA LIGHTING FIXTURE
IN GRADE LIGHT FIXTURE
BUZZER
M
SWITCH, WALL-BOX VACANCY SENSOR
S
TECHNOLOGY OUTLET, CEILING (MULTI-MEDIA)
VOLUME CONTROL, WALL
V
S
C
V
T
R
TELEVISION TERMINAL CABINET
INTERCOM CALLBACK STATION, WALL
EQUIPMENT ANCHORAGE NOTE
A. EQUIPMENT WEIGHING LESS THAN 400 POUNDS SUPPORTED
DIRECTLY ON THE FLOOR OR ROOF.
B. FURNITURE REQUIRED TO BE ATTACHED IN ACCORDANCE WITH ASCE
7,
C. TEMPORARY OR MOVABLE EQUIPMENT WITH FLEXIBLE CONNECTION
TO POWER OR UTILITIES.
D. EQUIPMENT WEIGHING LESS THAN 20 POUNDS SUPPORTED BY
VIBRATION ISOLATORS.
E. EQUIPMENT WEIGHING LESS THAN 20 POUNDS SUSPENDED FROM A
ROOF OR FLOOR OR HUNG FROM A WALL.
TV
IC
SWITCH, TIMER
CENTRAL INVERTER
SB SMART-BOARD TECHNOLOGY OUTLET, WALL
SPEAKER/HORN, WALL
O2
CVX
TELEVISION OUTLET, CEILING
H
SWITCH, WALL-BOX OCCUPANCY SENSOR, 2-POLE
LIGHTING CONTROL RELAY PANEL
TV
SPEAKER, CEILING
O
RPX
MM MULTI-MEDIA TECHNOLOGY OUTLET, WALL
S
SWITCH, WALL-BOX OCCUPANCY SENSOR
POLE WITH POLE MOUNTED AREA LIGHTING FIXTURE
THE ATTACHMENT OF THE FOLLOWING ITEMS SHALL BE DESIGNED TO
RESIST THE FORCES PRESCRIBED ABOVE, BUT NEED NOT BE DETAILED ON
THE PLANS, AND THE PROJECT INSPECTOR WILL VERIFY THAT THESE ITEMS
(EQUIPMENT) HAVE BEEN ANCHORED:
TELEVISION OUTLET, WALL
SWITCH, DIMMER
M
WALL MOUNTED LIGHTING FIXTURE
ALL MECHANICAL AND ELECTRICAL EQUIPMENT SHALL BE ANCHORED OR
BRACED TO MEET THE HORIZONTAL AND VERTICAL FORCES PRESCRIBE IN
THE 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.
TV
TIME CLOCK
SPEAKER, WALL
S
WALL MOUNTED AREA LIGHTING FIXTURE
1. SEE LIGHT FIXTURE SCHEDULE OR SYMBOLS LEGEND FOR MOUNTING
HEIGHTS, UNLESS NOTED OTHERWISE.
TECHNOLOGY OUTLET, WALL (VOICE, DATA, CATV)
CLOCK - OUTLET
S
SWITCH, EMERGENCY
SWITCH, MASTER
EXIT SIGN, CEILING MOUNTED,
DIRECTIONAL ARROW(S) AS INDICATED
DIVISION 27 AND 28 WORK
TELEPHONE BACKBOARD, SIZE AS SHOWN
TELEPHONE CABINET (PBX)
FLUSH FLOOR BOX WITH TWO (2) TECHNOLOGY
OUTLETS (MULTI-MEDIA)
S
E
S
LIGHTING FIXTURE
CLOCK - DOUBLE FACE
DS
C
TC
CHIME
LIGHTING FIXTURE ON EMERGENCY SYSTEM
S
CLOCK - MASTER
C
CEILING FIXTURE, SURFACE, RECESSED OR PENDANT
LIGHTING TRACK, TRACK MOUNTED LIGHT FIXTURE
SEISMIC ANCHORAGE NOTES
PAY TELEPHONE OUTLET
M
FLUSH FLOOR BOX WITH TECHNOLOGY OUTLET
S
SELF CONTAINED EMERGENCY LIGHTING UNIT
MOUNT 94-INCHES AFF, UNO
SPECIAL SYSTEMS NOTES
P
SWITCH, SINGLE POLE
S
SITE LIGHTING - POLE
5. CIRCUIT FIXTURES DENOTED WITH 'NL' AS UNSWITCHED NIGHT LIGHTS.
POLE(S)
PUBLIC ADDRESS
PULL BOX
PHASE
POST INDICATOR VALVE
PANEL
POWER
LIGHTING FIXTURE
AREA LIGHTING DEVICES:
TELEPHONE OUTLET FOR WALL-MOUNTED PHONE
SUBSCRIPT, SWITCH TYPE - SEE BELOW
S
8. DEVICES RECESSED IN MULLIONS: BACK BOXES TO BE RECESSED FOR FLUSH
NSTALLATION OF DEVICE AND WALLPLATE. EXTEND CONCEALED CONDUIT IN
MULLION UP TO WALL ABOVE AND STUB OUT ABOVE ACCESSIBLE CEILING. IN
AREAS WITH NO CEILING, EXTEND CONDUIT TOWARDS CABLING SOURCE TO
ABOVE NEAREST ACCESSIBLE CEILING.
W
SWITCH SYMBOL
EXIT SIGN, WALL MOUNTED, DIRECTIONAL ARROW(S)
AS INDICATED. MOUNT 94-INCHES AFF, UNO
4. PROVIDE BEAD OF SILICON SEALANT AROUND RECESSED BACK BOX
PERIMETER AT ALL BUILDING MOUNTED EXTERIOR LIGHT FIXTURE
LOCATIONS.
P
PA
PB
PH
PIV
PNL
PWR
x
X
S
4. FLOOR BOXES: OBTAIN OWNER APPROVAL OF ALL BOX LOCATIONS PRIOR TO
ROUGH IN. PROVIDE DEVICE PLATES AT DEVICES AND BLANK PLATES AT ALL
UNUSED COMPARTMENTS.
12. CONDUIT IN CMU WALLS SHALL BE RGC, AND ROUTING TO BE
APPROVED BY STRUCTURAL ENGINEER AND ARCHITECT.
INTERCOM
ISOLATED GROUND
INCH
INTERIOR
OWNER FURNISHED, CONTRACTOR INSTALLED
OVERHEAD
CKT DESIGNATION (PNL - CKT NO.)
RELAY PANEL - RELAY NO. OR
LOCAL SWITCH DESIGNATION
11. ALL ELECTRICAL EQUIPMENT TO COMPLY WITH REQUIREMENTS
OUTLINED IN THE SEISMIC RESISTANCE QUALITY ASSURANCE PLAN ON
SHEET S0.1.
IC
IG
IN
INT
OFCI
OH
3. PROVIDE BOX EXTENDER FOR FLUSH INSTALLATION OF DEVICES LOCATED IN
ARCHITECTURAL CASEWORK THAT IS FLUSH WITH ADJACENT WALL (SUCH AS
RECEPTACLES FOR GARBAGE DISPOSERS).
FIXTURE TYPE
CLOCK
TELEPHONE OUTLET, WALL
SUPERSCRIPT , SWITCH SHALL
CONTROL FIXURE DENOTED WITH
SAME LOWER CASE LETTER
S
10. ALL BREAKERS FEEDING FIRE LIFE SAFETY LOADS (SUCH AS FACP,
CFSD, ETC.) SHALL BE PROVIDED WITH PROPER LABELING PER [ NFPA
72 - SECTION 10.5 ] AS WELL AS LOCK-ON TYPE BREAKER.
HANDHOLE
HAND-OFF-AUTOMATIC
HORSE POWER
NEUTRAL
NORMALLY CLOSED
NORMAL OPEN
NON-FUSED
NOT IN CONTRACT
NIGHT LIGHT
NOT TO SCALE
XXX
XXX-X
XXX-X
7. CEILING MOUNTED RECEPTACLES: AT SUSPENDED CEILINGS, ROUTE POWER TO
RECEPTACLE VIA FLEXIBLE METALLIC CONDUIT WITH 6-FOOT SERVICE LOOP.
FEED FMC FROM A J-BOX RIGIDLY SUPPORTED A MAXIMUM OF 24-INCHES
ABOVE SUSPENDED CEILING OR AT BOTTOM OF STRUCTURE ABOVE,
WHICHEVER IS LOWER. LOCATE J-BOX DIRECTLY ABOVE RECEPTACLE AND
SUPPORT VIA STRUCTURE, OR VIA THREAD ROD AND UNISTRUT HUNG FROM
STRUCTURE ABOVE IN HIGH STRUCTURE APPLICATIONS.
8. SWBDS, DIST BDS, PANELS, DISC SWITCHES, ATS, MAINTENANCE
BYPASS DIST BDS, UPS, BATTERY CABINETS, ENCLOSED CIRCUIT
BREAKERS, TRANSFORMERS, SHALL HAVE LAMICOID LABEL DENOTING
POWER SOURCE.
HH
HOA
HP
N
N.C.
N.O.
NF
NIC
NL
NTS
2. ALL MOUNTING HEIGHTS ARE TO CENTERLINE OF BOXES UNLESS NOTES
OTHERWISE.
6. COORDINATE LOCATION OF DEVICE BOXES FOR SWITCHES, RECEPTACLES, AND
SYSTEMS DEVICES WITH TACKBOARDS. ADJUST BOX LOCATIONS TO AVOID
TACKBOARDS. PROVIDE BOX EXTENDER FOR A FLUSH INSTALLATION WHERE
DEVICES MUST BE MOUNTED AT TACKBOARD/TACKWALL.
6. ALL OVERCURRENT PROTECTION DISCONNECTING MEANS SHALL BE
FULLY RATED. SERIES RATING IS NOT ALLOWED FOR THIS PROJECT.
SWITCHES: MOUNT 42-INCHES AFF UNO
LIGHTING FIXTURE TAG
5. COORDINATE LOCATION OF DEVICE BOXES FOR SWITCHES, RECEPTACLES, AND
SYSTEMS DEVICES WITH MARKERBOARDS. ADJUST BOX LOCATIONS TO AVOID
MARKERBOARDS.
5. PROVIDE #10AWG CONDUCTORS FOR ALL WARM AIR DRYER CIRCUITS.
PROVIDE LOCKOUT DEVICE AT ALL BREAKERS SERVING WARM AIR
DRYERS.
EQUIPMENT GROUNDING CONDUCTOR
GENERATOR
GROUND FAULT CIRCUIT INTERRUPTER
GROUND FAULT CIRCUIT INTERRUPTER
EQUIPMENT GROUNDING CONDUCTOR
MAXIMUM
MINIMUM CIRCUIT AMPACITY
MAIN CIRCUIT BREAKER
MOTOR CONTROL CENTER
MECHANICAL
MANUFACTURER
MANHOLE
MINIMUM
MAIN LUGS ONLY
MAXIMUM OVERCURRENT PROTECTION
MOTOR RATED TOGGLE SWITCH
MAIN SWITCHBOARD
MOUNTED
MOUNTING
MANUAL TRANSFER SWITCH
3. DEVICES AND LIGHT FIXTURES DENOTED 'ER' ARE EXISTING TO BE
RELOCATED. NOTIFY A/E IF DEVICES OR FIXTURES ARE DAMAGED.
4. LOCATE SWITCHES FOR CONTROL OF FANS IN TWO-GANG BOX WITH
LIGHT SWITCH WHERE APPLICABLE.
G
GEN
GFI
GFCI
GND
MAX
MCA
MCB
MCC
MECH
MFR
MH
MIN
MLO
MOCP
MRTS
MSB
MTD
MTG
MTS
2. EXISTING PANEL DIRECTORIES AT PANELS AFFECTED BY WORK:
PROVIDE UPDATED TYPED PANEL DIRECTORY. CONSULT OWNER FOR
INPUT ON LABELING OF ALL EXISTING CIRCUITS.
1. SEE SYMBOLS LEGEND THIS SHEET FOR MOUNTING HEIGHTS UNLESS NOTED
OTHERWISE ON DRAWINGS.
SWITCH
CONDUIT
CIRCUIT BREAKER
CABLE TELEVISION
CLOSED CIRCUIT TELEVISION
CIRCUIT
CEILING
COPPER
2. PROVIDE DEDICATED 120-VOLT CIRCUITS TO ALL HVAC BAS CONTROL
DEVICES AND PANELS. COORDINATE QUANTITY WITH DIVISION 23.
UTILIZE NEAREST SPARE 120-VOLT, 20/1 BREAKER. LABEL TYPED
PANEL DIRECTORY ACCORDING TO LOAD BEING SERVED.
1. MODIFICATIONS TO EXISTING POWER DISTRIBUTION EQUIPMENT: MATCH
EXISTING MANUFACTURER, SWITCH TYPE, FUSE TYPE, BREAKER TYPE
AND KAIC RATING FOR ALL INSTALLED DEVICES.
COMMUNICATIONS
FUSE SIZE
C
CB
CATV
CCTV
CKT
CLG
CU
1. VERIFY ANY NEUTRAL WIRES REQUIRED ON 1Ø OR 3Ø MECHANICAL
UNITS FURNISHED UNDER DIVISION 23. IF REQUIRED, PROVIDE
NEUTRAL.
LIGHTING
(TYPICAL ALL SHEETS)
U
USB ONLY RECEPTACLE
U
RECEPTACLE WITH USB PORTS
H
HAND DRYER, INSTALL HAND DRYER SPECIFIED IN
DIV. 11
FF
FURNITURE FEED, FLUSH WITH FLOOR.
, DLR Group inc., SELECT STATE project is IN, ALL RIGHTS RESERVED
(TYPICAL ALL SHEETS)
©
(TYPICAL ALL POWER SHEETS)
Interim Housing
AMPERE
ABOVE COUNTER
AMPERE INTERRUPTING CAPACITY
AMP FRAME (CIRCUIT BREAKER)
ABOVE FINISHED FLOOR
ABOVE FINISHED GRADE
AUTHORITY HAVING JURISDICTION
ALUMINUM
AMERICAN WIRE GAUGE
WIRELESS ACCESS POINT
AMP TRIP (CIRCUIT BREAKER OR FUSE)
AUTOMATIC TRANSFER SWITCH
AUDIO-VIDEO
Revisions
A
AC
AIC
AF
AFF
AFG
AHJ
AL
AWG
AP
AT
ATS
AV
THIS IS A DEFAULT - Select State - THIS IS A DEFAULT
DEVICE BOXES AND RACEWAYS
75-15270-01
03/31/2016
REMODEL NOTES
CONSTRUCTION
DOCUMENTS
GENERAL POWER NOTES
PHASE
E0.0
ø
BREAKER SIZE
ABBREVIATIONS
1.09 MAINTENANCE MANUALS AND AS-BUILT DRAWINGS
A. 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 SUPPORT
A. CONTRACTOR SHALL SUPPORT AND BRACE ALL NEW ELECTRICAL SYSTEMS IN ACCORDANCE WITH SEISMIC CODE REQUIREMENTS.
2.00 PRODUCTS
2.01 GENERAL
A. 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 75
5.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 MATERIALS
A. 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 PERMITTED
b. ELECTROMETALLIC TUBING: COMPRESSION OR DOUBLE SET SCREW TYPE. GALVANIZED RIGID STEEL ELBOWS., 2 IN. OR LARGER.
C.
c. FLEXIBLE METALLIC CONDUIT: ANGLE WEDGE TYPE WITH INSULATED THROAT.
d. BUSHINGS: METALLIC INSULATED TYPE.
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, 2
INCH 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. HARVEY
DUALAVEL SERIES OR EQUAL.
F.
CONSTRUCTION
DOCUMENTS
I.
3.00 EXECUTION
3.01 INSTALLATION OF THE WORK
A. 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, THE
CONNECTION AND INTEGRITY OF SHOP FABRICATED AND FIELD FABRICATED MATERIALS AND EQUIPMENT. ALL SUPPORTS, EQUIPMENT
AND CONNECTIONS THERETO SHALL BE DESIGNED TO CONFORM TO REQUIREMENTS OF THE BUILDING CODE, OR OTHER GOVERNING
CODES.
9.ALL WORK SHALL BE PROPERLY SUPPORTED FROM BUILDING STRUCTURE AND/OR FRAMING IN AN APPROVED MANNER, INDEPENDENT OF
THE CEILING SUPPORT SYSTEM. WHERE OVERHEAD CONSTRUCTION DOES NOT PERMIT DIRECT FASTENING OF SUPPORTS, FURNISH
ADDITIONAL 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 APPROVAL
FOR LOCATIONS PRIOR TO INSTALLATION.
12.
COORDINATE THE WORK OF THIS SECTION WITH THE WORK OF OTHER SECTIONS IN AMPLE TIME FOR PROPER INSTALLATION AND
CONNECTION.
13.
CAREFULLY CHECK SPACE REQUIREMENTS, INCLUDING SERVICING SPACE REQUIREMENTS, WITH OTHER SECTIONS TO ENSURE
THAT 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, CONDUCT
REQUIRED 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
1.08 PRODUCT DELIVERY, STORAGE AND HANDLING
A. 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 AND
RETEST EQUIPMENT TOO LARGE TO PASS THROUGH AVAILABLE ACCESS ROUTE TO FINAL LOCATION IN ONE PIECE. SHIP EQUIPMENT IN
ORIGINAL PACKAGES, TO PREVENT DAMAGING OR ENTRANCE OF FOREIGN MATTER. HANDLE AND SHIP IN ACCORDANCE WITH
MANUFACTURER'S RECOMMENDATIONS. PROVIDE AND MAINTAIN PROTECTIVE COVERINGS DURING CONSTRUCTION. REPLACE AT NO
EXPENSE TO OWNER, EQUIPMENT OR MATERIAL DAMAGED DURING STORAGE OR HANDLING, AS DIRECTED BY ARCHITECT.
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.
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 BUSSING
c. HINGED ACCESS AND HINGED COVER: DOOR-IN-DOOR CONSTRUCTION.
E.
H.
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 OR
ACCESSORIES. 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).
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
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.
Interim Housing
1.07 JOB CONDITIONS
A. 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 OR
CHANGES 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.
G.
©
3/31/2016 10:41:24 PM
1.05 REFERENCE STANDARDS
A. 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.
1.06 PERMITS AND INSPECTIONS
A. 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.
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.
a.b.b.
CONTROL AND ALARM, EXCEPT AS NOTED:
a.b.b.a.
NO. 14 MINIMUM.
a.b.b.b.
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 ALLOWED
c. 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 AND
CLEAR NYLON-INSULATED COVERING.
b.b.
COPPER CONDUCTORS NO. 8 AND LARGER: MECHANICAL BOLTED PRESSURE OR HYDRAULIC COMPRESSION TYPE USING
MANUFACTURER'S RECOMMENDED TOOLING.
b.c.
CABLE LUGS AND CONNECTORS: COMPRESSION TYPE OF SAME METAL AS CONDUCTOR. PROVIDE TO MATCH CABLE, WITH
MARKING INDICATING SIZE AND TYPE.
b.d.
COPPER LUG CONNECTIONS TO BUS BARS: USE ANTI SEIZE COMPOUND ON TANG.
Revisions
1.04 QUALITY ASSURANCE
A. 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 MATERIALS
b. ON MOLDING OR BREAK IN WALL SURFACE.
c. IN VIOLATION OF CODE.
d. AS NOTED OR DIRECTED.
D.
1.03 SUBMITTALS
A. 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 MATERIALS
BEING 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.
IN ADDITION TO COMPLYING WITH ALL OTHER LEGAL REQUIREMENTS, COMPLY WITH CURRENT PROVISIONS OF GOVERNING CODES AND
REGULATIONS 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 CONFLICTS
NOTED IN THE CONTRACT DOCUMENTS.
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1.02 PRINCIPAL WORK IN THIS SECTION
A. GENERAL REQUIREMENTS:
1.RELATED DOCUMENTS: ARCHITECTURAL SPECIFICATIONS, LIGHTING FIXTURE SPECIFICATION PACKAGE, GENERAL, SPECIAL AND
SUPPLEMENTARY CONDITIONS, SHALL FORM A PART OF THESE SPECIFICATIONS.
2.SCOPE OF WORK: PROVIDE ALL REQUIRED LABOR, MATERIALS, EQUIPMENT AND CONTRACTOR'S SERVICES NECESSARY FOR COMPLETE
AND SAFE INSTALLATION OF ELECTRICAL WORK IN CONFORMITY WITH REQUIREMENTS OF ALL AUTHORITIES HAVE JURISDICTION; AS
INDICATED 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 AND
REGULATIONS 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 SUBCONTRACTORS
AND HIS AND THEIR AGENTS, SERVANTS AND EMPLOYEES TO PROVIDE AND MAINTAIN A SAFE PLACE TO WORK OR TO
COMPLY WITH
ALL 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 THE
PRESENT INSTALLATIONS TO WHICH CONNECTIONS MUST BE MADE OR WHICH MUST BE CHANGED OR ALTERED. THE INTENT OF THE
WORK IS SHOWN ON THE DRAWINGS AND DESCRIBED HEREIN, AND NO CONSIDERATION WILL BE GRANTED BY REASON OF LACK OF
FAMILIARITY 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 OF
ANY 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 FOR
THE 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 SECTION
SHALL 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 ELSEWHERE
AS WILL BE REQUIRED FOR THE PROPER PROTECTION OF EACH CONDUIT PASSING THROUGH BUILDING SURFACES. COORDINATE THIS
WORK 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 SUCH
EQUIPMENT CAN PASS THROUGH THE NECESSARY AREAS TO REACH ITS ULTIMATE INSTALLED LOCATION. INCLUDE IN BID COSTS FOR
ALL 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 MOTOR
CONNECTIONS AND LOCAL DISCONNECT SWITCHES AS REQUIRED. PROVIDE AND CONNECT DUCT AND/OR AREA SMOKE DETECTORS AS
REQUIRED 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 YEAR
FROM DATE OF FINAL ACCEPTANCE BY OWNER, EXCEPT THAT WHERE GUARANTEES OR WARRANTIES FOR LONGER TERMS ARE
SPECIFIED BY CONTRACT, SUCH LONGER TERM SHALL APPLY.
15.
RECTIFICATION: AT NO ADDITIONAL COST TO THE OWNER, WITHIN 24 HOURS AFTER NOTIFICATION, CORRECT ANY DEFICIENCIES
WHICH OCCUR DURING THE GUARANTEE PERIOD, ALL TO THE SATISFACTION OF THE OWNER. THE CONTRACTOR SHALL BE
RESPONSIBLE FOR ANY DAMAGE CAUSED BY SUCH DEFICIENCIES AND REPAIR THEREOF AND REIMBURSE THE OWNER FOR ALL COSTS
INCURRED.
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.
B.
1.01 GENERAL REQUIREMENTS
A. DRAWINGS AND GENERAL PROVISIONS OF CONTRACT, INCLUDING GENERAL AND SUPPLEMENTARY CONDITIONS AND DIVISION 1
SPECIFICATION SECTIONS, APPLY TO THIS SECTION.
E0.1
GENERAL NOTES
A.
PROVIDE ALL ITEMS SHOWN FULL-TONE.
B.
ALL ITEMS SHOWN AS EXISTING '(E)' ARE
PROVIDED AS PART OF PRE-WIRED MODULAR
BUILDING. ITEMS SHOWN AS NEW '(N)' SHALL
BE PROVIDED WITH NEW CONDUIT ROUTING
AND DEVICES IN FIELD UPON INSTALLATION OF
MODULAR BUILDING.
1
PROVIDED REMOTE EQUIPMENT CABINET FOR
NETWORK SWITCH. HUBBELL RE2 OR EQUAL.
PROVIDE PATCH PANEL FOR HORIZONTAL
CABLING. TERMINATE ALL DATA RECEPTACLES
IN PORTABLE AT PATCH PANEL. INSTALL
DISTRICT PROVIDED SWITCH IN CABINET.
PROVIDE FIBER FROM SWITCH TO NEAREST
IDF ROOM (CONFIRM WITH DISTRICT) VIA
UNDERGROUND CONDUITS. CONFIRM FIBER
STANDARDS WITH DISTRICT.
2
PROVIDED DUPLEX RECEPTACLE WITH
INTEGRAL 5V POWER SUPPLY TO POWER HDMI
OVER UTP PLATE. HUBBELL #AVPS15W OR
EQUAL.
PROVIDE FACEPLATES WITH HDMI AND USB
OVER TWISTED PAIR. PROVIDE CAT6 WIRING
BETWEEN DEVICES. 'SB' DEVICE INDICATES
OUTPUT PLATE AND 'AV' INDICATES INPUT
PLATE. PROVIDE 5V POWER TO DEVICE FROM
ADJACENT RECEPTACLE.
3
WAP
(N)
(E)
FEEDER FROM PANEL 'TDBL'. REFER TO
SHEET E1.0 FOR CONTINUATION.
3/31/2016 10:41:25 PM
ENLARGED POWER / DATA PLAN - BUILDING 4
SCALE: 1/4" = 1'-0"
PANEL A
2
5
(N)
(E)
E2.1
SCALE: 1/4" = 1'-0"
J
(N)
2
(N)
WAP
PANEL PROVIDED WITH PRE-MANUFACTURED
PORTABLE BUILDING. REFER TO
ARCHITECTURAL PLANS FOR PANEL SIZE,
SCHEDULE, AND EXACT LOCATION.
1
3
4
WAP
5
CLOCK PROVISIONS
PROVIDED WITH MODULAR
BUILDING.
2
2
WAP
1
2
+70" AFF
(N)
(N)
(E)
3
PANEL A
2
1
5
(N)
(E)
2
E2.1
SCALE: 1/4" = 1'-0"
PANEL A
2
(E)
1
E2.1
SCALE: 1/4" = 1'-0"
2
4
2
2
(N)
CLOCK PROVISIONS
BUILDING.
SB
(N)
2
(E)
3
2
+70" AFF
(E)
SB
J
J
SB
SB
4
(N)
PANEL A
(N)
CLOCK PROVISIONS
BUILDING.
2
2
2
(E)
3
2
+70" AFF
(E)
J
2
(N)
CLOCK PROVISIONS
BUILDING.
2
2
(E)
(E)
WAP
E2.1
2
2
(E)
©
2
(E)
(N)
WAP
Revisions
WAP
Interim Housing
4
(N)
(N)
2
4
2
5
(E)
4
2
1
AV
4
(E)
4
2
3
2
(E)
2
+70" AFF
2
3
2
3
(E)
3
2
(E)
(N)
AV
3
WAP
4
2
2
PROVIDE RECEPTACLE IN IDF CABINET FOR
SWITCH.
75-15270-01
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(E)
5
ENLARGED POWER AND DATA PLANS
AV
PROVIDE FACEPLATES WITH HDMI AND USB
OVER TWISTED PAIR. PROVIDE CAT6 WIRING
BETWEEN DEVICES. 'SB' DEVICE INDICATES
OUTPUT PLATE AND 'AV' INDICATES INPUT
PLATE. PROVIDE 5V POWER TO DEVICE FROM
ADJACENT RECEPTACLE.
E2.1
2
4
FACP
2
FACP
(E)
FACP
AV
FACP
2
X
KEYED NOTES BY SYMBOL -
CONSTRUCTION
DOCUMENTS
LEGEND NOTES
GENERAL NOTES
A.
PROVIDE ALL ITEMS SHOWN FULL-TONE.
B.
ALL ITEMS SHOWN AS EXISTING '(E)' ARE
PROVIDED AS PART OF PRE-WIRED MODULAR
BUILDING. ITEMS SHOWN AS NEW '(N)' SHALL
BE PROVIDED WITH NEW CONDUIT ROUTING
AND DEVICES IN FIELD UPON INSTALLATION OF
MODULAR BUILDING.
C.
PROVIDE ALL FIRE ALARM DEVICES, CONDUIT,
AND FACP AS NEW.
KEYED NOTES BY SYMBOL -
SCALE: 1/4" = 1'-0"
E3.1
ENLARGED FIRE ALARM PLAN - BUILDING 2
SCALE: 1/4" = 1'-0"
1
E3.1
HEAT DETECTOR IN
CEILING SPACE
SCALE: 1/4" = 1'-0"
WAP
Interim Housing
15
J
2
HEAT DETECTOR IN
CEILING SPACE
WAP
Revisions
E3.1
HEAT DETECTOR IN
CEILING SPACE
©
3/31/2016 10:41:26 PM
F
15
J
F
15
J
F
I
I
SCALE: 1/4" = 1'-0"
3
I
E3.1
WAP
HEAT DETECTOR IN
CEILING SPACE
I
4
HEAT DETECTOR IN
CEILING SPACE
I
HEAT DETECTOR IN
CEILING SPACE
HEAT DETECTOR IN
CEILING SPACE
TYP.
75-15270-01
03/31/2016
I
WAP
1
TYP.
I
HEAT DETECTOR IN
CEILING SPACE
FACP
1
TYP.
ENLARGED FIRE ALARM PLANS
1
TYP.
WAP
15
J
1
WAP
REFER TO TABLE BELOW FOR FIRE ALARM
WIRING SIZES.
E3.1
WAP
F
F
WAP
F
FACP
FACP
F
I
F
X
FACP
1
CONSTRUCTION
DOCUMENTS
LEGEND NOTES
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.
SIGNAL
48"
48"
TYP. KNOCKOUT
20"x20"
CAST IRON LOCKING COVER
OR CAST IRON BOLT DOWN
COVER LOCKING COVER
POWER
FINISH GRADE
3/4"∅ PULL IRON TYP.
FOR ALL PULL BOXES
CAST IRON FRAME
GROUND CLAMP
SEE DETAIL "A-1"
GROUND CONNECTOR
CONDUIT TO ROD WITH
FEED THRU
CABLE RACK TYP.
36"
TYPICAL LAYOUT
21"MIN.
COPPER ALLOY
GROUND CLAMPS
BY BURNDY
8"∅ CLAY SOIL PIPE
FILL WITH SOIL
SET PULL BOX 1" ABOVE
TOP OF FINISHED GRADE
FINISHED GRADE
BRASS BURNDY GROUND CONNECTOR
TYPE "GKP"
@4'-0" c/c (4 MIN)
WT=1344# MAX
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.
SEE 21/S-0.03 FOR
ADDITIONAL INFORMATION
W=24",L=23",H=42"
ICC ESR-1771 OR
ICC ESR-1917
5. FIELD INSPECTOR SHALL WITNESS AND VERIFY THE
GROUNDING TEST.
TRANSFORMER
PAD f'c=2,500 PSI
4" MIN
(E) S.O.G.
3/4" x 10'-0" LONG COPPER
CLAD GROUND ROD OR
OTHER ELECTRODE, DETAIL 1
ON THIS SHEET.
GROUND ROD
GROUND WIRE
6"
#4 REBAR 12" ON
CENTER EACH WAY
DEPTH AS REQUIRED
GROUND WIRE
6" DRAIN COVER
FLUSHE WITH FLOOR
RIGID CONDUIT
4"
PLAN VIEW OF GROUND CLAMP
TO RIGID CONDUIT DETAIL "A"
GROUND ROD
PER SPECIFICATION
6" COMPACT SAND
MIFARI 140NC
36" SECTION OF
6" CLAY PIPE
1
CONCRETE
FOUNDATION
RAMP 10% LOCALLY WITH
A.C. TO JOIN PULLBOX.
TRAFFIC COVER
"T" CONDUIT FOR SEPARATE
EQUIPMENT GROUNDING
CONDUCTOR BONDED TO
METAL BUILDING FRAME
1/2" EXPANSION ANCHORS
TRANSFORMER
RIGID CONDUIT
PRE-CAST CONCRETE
BOX. 19"x14"
BROOKS #36HFI OR EQ.
TOP VIEW . DETAIL "B"
3. ALL MODULES OF THE METAL FRAME BUILDING SHALL
BE ELECTRICALLY BONDED WITH #8 SOLID COPPER.
(ASSEMBLY BOLTING IS NOT AN ACCEPTABLE BONDING).
FINISH FLOOR
TYP. KNOCKOUT
8"x16"
GROUND ROD AND PRE-CAST CONCRETE GROUND BOX DETAIL,SD-3.6
SCALE
NONE
2
PRE-CAST CONCRETE PULLBOX DETAIL, SD-3.1
36"
48"
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.
3/4" CRUSHED ROCK MIN. SIZE
PULL BOX BASE DIMENSION
x 48" DEEP, FILLED TO TOP
SCALE
NONE
3
PORTABLE CLASSROOM GROUNDING DETAIL
SCALE
NONE
4
SCALE
NONE
TRANSFORMER MOUNTING DETAIL
(E) PLASTER FINISH ON EXT
CONDUIT
(3) 4" MAX.
FASTEN UNISTRUT TO
2x4@16" MIN
WOOD STUD WALL
USING 3/8" LAG SCREW
CTR @ STUD
1-1/2" EMBED INTO STUD
NOT USED
SCALE
NONE
NOT USED
SCALE
NONE
10 NOT USED
SCALE
NONE
6
NOT USED
SCALE
NONE
11 NOT USED
SCALE
NONE
7
8
EXPOSED CONDUIT SUPPORT DETAIL
SCALE
NONE
3/31/2016 10:41:26 PM
E4.1
5
Interim Housing
MIN. 7'-0" A.F.F
Revisions
UNISTUT #P1000
GALVANIZED CHANNEL
1 5/8" MIN. X 18" MIN.
EVERY 10'
1-1/2" TO EDGE MIN.
75-15270-01
03/31/2016
(E) 2X WOOD STUD
ELECTRICAL DETAILS
RIGID STEEL CONDUIT
PIPE CLAMPS
UNISTUT #P1100 SERIES
(TYPICAL)
9
NOT USED
SCALE
NONE
12 NOT USED
SCALE
-
COOPER WIRE, SIZE
AS REQUIRED
24"
1 1/2"C, 3#1, 1#8 (PWR)
ADJACENT TO GROUND CONDUIT
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).
GROUND CONNECTOR
BURNDY TYPE GKP
SEE DETAIL "B"
1. SIZE OF CONDUCTORS SHALL COMPLY WITH CEC TABLE
250-122.
PANEL BONDED
TO GROUND
CONDUCTOR
ELECTRICAL
PANEL
NOTES:
©
3/4"∅ x 10'-0" COPPER CLAD
GROUND ROD
1/2"C RIGID CONDUIT WITH #8
CONDUCTOR ATTACHED TO WALL
WITH 2-HOLE STRAPS
USE A BARRIER OR
PROVIDE SEPARATE
NONMETALLIC 8" X 8" X 4"
PULL BOX INSTALLED
INSIDE SIGNAL PULL BOX
TO ISOLATE FIRE ALARM
SYSTEM
CONSTRUCTION
DOCUMENTS
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.
BLDG 1
PANEL
BLDG 2
PANEL
BLDG 3
PANEL
BLDG 4
PANEL
5
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.
KEYED NOTES BY SYMBOL DISTRIBUTION "TDBL"
WP
100A
2P
400A
3P
1
Ph:a,b
100A
2P
2
Ph:a,c
100A
2P
3
Ph:b,c
100A
2P
100A
2P
4
5
Ph:a,b
Ph:a,c
6
(E) FEEDER
208/120V
DISTRIBUTION
1
1
(E) FEEDER
1
40A
3P
2
40A
3P
4
5
200AS
175AF
3P
WP
1
40A
3P
2
175A
3P
90A
3P
6
(N) XFMR
480V-120/240V, HI
LEG, 3PH
112.5KVA
WP
(E) FEEDER
1
7
FEEDER 4W
MARK
(E) XFMR
480-120/240V
3PH, 4W
112.5KVA
(E) MAU
1
(E) FEEDER
1
40A
3P
3
(E) AC
4
(E) FEEDER
(E) FEEDER
1
100A
3P
400A
3P
(E) AC
3
EXISTING BREAKERS IN EXISTING SWITCHBOARD.
2
PROVIDE BREAKER TO MATCHING EXISTING
BREAKERS TYPE AND EXISTING OR HIGHER AIC
RATING.
3
PROVIDE 1#1/0 CU IN 1"C AND PROVIDE AND
CONNECT TO A 3/4"D X 8' LONG GROUNDING
ELECTRODE.
4
100A, 120/240 V, 1∅, 3W PANELS BY MODULAR
BUILDING MANUFACTURER WITH 100A MAIN CIRCUIT
BREAKER, SHOWN FOR REFERENCE ONLY.
5
CONDUIT TO BE STBBED AND CAPPED FOR FUTURE
BUILDING.
6
42 CIRCUITS, 400A, FULLY RATED, 240/120V, 3∅, 4W B
HILEG, 18 KAIC, WITH 400A/3P MCB, BOTTOM GED
175A
3P
8
FEEDER 3W
MARK
(AMPACITY)
# SETS
ø&N
GND
C
(AMPACITY)
# SETS
ø
GND
C
F415
1
12
12
3/4"
F315
1
12
12
3/4"
F420
1
12
12
3/4"
F320
1
12
12
3/4"
F430
1
10
10
3/4"
F330
1
10
10
3/4"
F440
1
8
10
1"
F340
1
8
10
3/4"
F450
1
6
10
1"
F350
1
6
10
1"
F460
F470
1
1
4
4
10
8
1 1/4"
1 1/4"
F360
F370
1
1
4
4
10
8
1"
1 1/4"
F480
1
3
8
1 1/4"
F380
1
3
8
1 1/4"
F490
1
2
8
1 1/2"
F390
1
2
8
1 1/4"
F4100
1
1
8
1 1/2"
F3100
1
1
8
1 1/2"
F4110
1
1
6
1 1/2"
F3110
1
1
6
1 1/2"
F4125
1
1/0
6
2"
F3125
1
1/0
6
1 1/2"
F4150
1
1/0
6
2"
F3150
1
1/0
6
1 1/2"
F4175
1
2/0
6
2"
F3175
1
2/0
6
2"
F4200
1
3/0
6
2"
F3200
1
3/0
6
2"
F4225
1
4/0
4
2 1/2"
F3225
1
4/0
4
2"
F4250
1
250
4
3"
F3250
1
250
4
2 1/2"
F4300
1
350
4
3"
F3300
1
350
4
3"
F4400
2
3/0
3
2 1/2"
F3300
2
3/0
3
2"
F4450
2
4/0
3
2 1/2"
F3350
2
4/0
3
2"
F4500
2
250
2
3"
F3500
2
250
2
2 1/2"
F4600
2
350
1
3"
F3600
2
350
1
3"
F4700
2
500
1/0
4"
F3700
2
500
1/0
3-1/2"
F4800
3
300
1/0
3"
F3800
3
300
1/0
2 1/2"
F41000
3
400
2/0
3"
F31000
3
400
2/0
3"
F41200
4
350
3/0
3-1/2"
F31200
4
350
3/0
3"
F41600
5
400
4/0
3-1/2"
F31600
5
400
4/0
3"
F42000
6
500
250
4"
F32000
6
500
250
3-1/2"
F42500
7
500
350
4"
F32500
7
500
350
3-1/2"
F43000
8
500
400
4"
F33000
8
500
400
3-1/2"
E5.1
1
(E) AC
2
(E) FEEDER
(E) FEEDER
(E) FEEDER
(E) DISTRIBUTION "AHD-1"
277/480V-3PH-4W
400A BUS
AIC=42K
(E) AC
1
1
3ø FEEDER SCHEDULE (COPPER)
3
(E) PANEL
1AH
X
Interim Housing
4
WHERE EXISTING PANELBOARDS,
TRANSFORMERS, ETC ARE SHOWN WITH NEW
FEEDER CONNECTION, CONTRACTOR SHALL
REMOVE EXISTING FEEDER TO EQUIPMENT AND
CONNECT WITH NEW AS INDICATED.
Revisions
4
2.
75-15270-01
03/31/2016
4
ALL PANEL BOARDS SHALL BE CAMPUS
STANDARDS WITH BOLT-ON CIRCUIT BREAKER
AND COPPER BUS.
4
1.
GENERAL NOTES
CONSTRUCTION
DOCUMENTS
LEGEND NOTES
NOTES
LEGEND
FEEDER SHALL BE 4-WIRE (4W) UNLESS DENOTED OTHERWISE.
ALL FEEDERS SHALL HAVE AN EQUIPMENT GROUND CONDUCTOR.
TO & FROM
CAMPUS
MAIN
SWITCHBOARD
NOT ALL SIZES USED
NEW ELECTRICAL CONDUIT TO BE
INSTALLED
TRANSFORMER FEEDER TABLE (COPPER)
EXISTING ELECTRICAL CONDUIT
GENERAL PURPOSE TRANSFORMERS
FT15
4#6,#8G-1"C
60A
#8
50A
4#1,#6G-1 1/2"C
100A
#6
3#4,#8G-1 1/4"C
70A
4#1/0,#6G-2"C
150A
#6
3#1,#8G-1 1/2"C
100A
4#4/0,#2G-2 1/2"C
225A
#2
3#1/0,#6G-2"C
150A
(2)2"C EACH WITH 4#3/0,
#1/0G PARALLEL FEEDER
400A
#1/0
150
3#4/0,#2G-2 1/2"C
225A
(2)3"C EACH WITH 4-250Kcmil,
#1/0G-PARALLEL FEEDER
500A
#1/0
225
3-350Kcmil,#2G-3"C
300A
(2)3"C EACH WITH 4-350Kcmil,
#2/0G-PARALLEL FEEDER
650A
#2/0
15
3#10,#10G-3/4"C
30A
FT30
30
3#6,#10G-1"C
FT45
45
FT75
75
FT112.5
112.5
FT150
FT225
SEC (SECONDARY)
FT15K
15
3#10,#10G-3/4"C
30A
3#4,#2(N),#8G-1 1/2"C
60A
#8
FT30K
30
3#6,#10G-1"C
50A
3#1/0,#3/0(N),#6G-2 1/2"C
100A
#6
FT45K
45
3#4,#8G-1 1/4"C
70A
3#3/0,#250Kcmil(N),#4G-2 1/2"C
150A
#4
FT75K
75
3#1,#8G-1 1/2"C
100A
3-300Kcmil,2#4/0(N),#1/0G-3"C
225A
#1/0
* GEC (GROUNDING ELECTRODE CONDUCTOR PER NEC 250-66)
GEC
CB
©
CB
PRI (PRIMARY)
KVA
K4-RATED TRANSFORMERS
3/31/2016 10:41:27 PM
ROOM SEPARATION LINE
MARK

March 31st, 2016 28767 West Hils Drive Santa Clarita, California

Transcription

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