LOS MEDANOS
COLLEGE
L-4001 CAMPUS SAFETY CENTER
NOTE: RENDERING ABOVE REPRESENTS MODULAR AND SITE BUILT COMPONENTS. SITE
BUILT COMPONENTS ARE NOT PART OF THIS CONTRACT AND ARE SHOWN FOR
REFERENCE ONLY TO GIVE BIDDING PARTIES AN IMAGE OF HOW THEIR CONSTRUCTION
WILL BE INTEGRATED INTO THE OVERALL CONSTRUCTION.
2700 E LELAND ROAD, PITTSBURG, CA 94565
01.22.2016
MODULAR BID PACKAGE
2484 Natomas Park Drive Suite 100 Sacramento CA 95833
916 443 0335 lpasdesign.com
Architecture + Design
Project # 985-0007
10
9
8
ABBREVIATIONS
C
D
E
F
1/25/2016 11:35:51 AM
CATCH BASIN
CALIFORNIA BUILDING CODE
CORNER GUARD
CAST IRON
CAST IN PLACE
CONTROL JOINT
CENTERLINE
CASED OPENING
CURTAIN WALL
CABINET
CEMENT
CERAMIC
CEILING
CAULKING
CLOSET
CLEAR
COUNTER
COLUMN
COMPOSITE
CONCRETE
CONNECTION
CONSTRUCTION
CONTINUOUS
CORRIDOR
CENTER
COUNTERSUNK
D.F.
D.G.
D.O.
D.S.
D.S.P.
DBL.
DEMO.
DEPT.
DET.
DIA.
DIM.
DISP.
DN.
DR.
DTL.
DWG.
DWR.
DRINKING FOUNTAIN
DECOMPOSED GRANITE
DOOR OPENING
DOWNSPOUT
DRY STANDPIPE
DOUBLE
DEMOLISH
DEPARTMENT
DETAIL
DIAMETER
DIMENSION
DISPENSER
DOWN
DOOR
DETAIL
DRAWING
DRAWER
E.
E.J.
E.O.S.
E.P.
E.W.C.
EA.
EL.
ELEC.
ELEV.
EMER.
ENCL.
EQ.
EQPT.
EXP.
EXPO.
EXST.
EXT.
EAST
EXPANSION JOINT
EDGE OF SLAB
ELEC. PANEL
ELEC. WATER COOLER
EACH
ELEVATION
ELECTRICAL
ELEVATOR
EMERGENCY
ENCLOSURE
EQUAL
EQUIPMENT
EXPANSION
EXPOSED
EXISTING
EXTERIOR
F.A.
F.B.
F.D.
F.E.
F.E.C.
F.F.
F.H.C.
F.O.C.
F.O.F.
F.O.M.
F.O.S.
F.S.
FDN.
FIN.
FL.
FLASH.
FLUOR.
FPRF.
FRMG.
FT.
FTG.
FURR.
FUT.
FIRE ALARM
FLAT BAR
FLOOR DRAIN
FIRE EXTINGUISHER
FIRE EXTINGUISHER CABINET
FINISH FLOOR
FIRE HOSE CABINET
FACE OF CONCRETE
FACE OF FINISH
FACE OF MASONRY
FACE OF STUD
FIRE SPRINKLER
FOUNDATION
FINISH
FLOOR
FLASHING
FLUORESCENT
FIREPROOF
FRAMING
FOOT or FEET
FOOTING
FURRING
FUTURE
G.B.
G.S.M.
GA.
GALV.
GL.
GND.
GR.
GYP.
GRAB BAR
GALVANIZED SHEET METAL
GAUGE
GALVANIZED
GLASS
GROUND
GRADE
GYPSUM
H.B.
H.C.
H.M.
HDWD.
HDWR.
HORIZ.
HR.
HT.
HOSE BIB
HOLLOW CORE
HOLLOW METAL
HARDWOOD
HARDWARE
HORIZONTAL
HOUR
HEIGHT
I.D.
I.S.A.
INSUL.
INT.
INSIDE DIAMETER
INTERNATIONAL SYMBOL OF
ACCESSIBILITY
INSULATION
INTERIOR
JAN.
JT.
JANITOR
JOINT
K.D.
KNOCK DOWN
L.F.
LAM.
LAV.
LKR.
LT.
LINEAL FOOT
LAMINATE
LAVATORY
LOCKER
LIGHT
M.H.
M.O.
MANHOLE
MASONRY OPENING
12
O.A.
O.C.
O.D.
O.F.C.I.
O.F.D.
O.F.O.I.
O.H.
O.S.B.
O/
OBS.
OCC.
OFC.
OPNG.
OPP.
NEW CONTOUR
POROUS FILL
EXISTING CONTOUR
PROPERTY LINE
CAST STONE
PROJECTED LINE
CONCRETE BLOCK
HIDDEN LINE
BREAK LINE
BRICK
MATCH LINE
METAL
CONTRACT LIMIT LINE
CONTINUOUS WOOD
ELEVATION MARK
OR DATUM POINT
12
SHIM OR NON-CONT. WOOD BLKING
WALL TYPE
FINISH WOOD
REVISION MARK
PLYWOOD
P.T.D.F.
PL.
PLAS.
PLYWD.
PNTD.
PR.
PRCST.
PROPERTY LINE
PLASTIC LAMINATE
PAPER TOWEL DISPENSER
PAPER TOWEL
DISPENSER/RECEPTACLE
PRESSURE TREATED DOUGLAS FIR
PLATE
PLASTER
PLYWOOD
PAINTED
PAIR
PRECAST
R.C.
R.D.
R.O.
R.R.
R.W.L.
RAD.
REC.
RECL.
REF.
REFR.
REINF.
REQ.
RESIL.
RGTR.
RISER
RM.
RWD.
RESILIENT CHANNEL
ROOF DRAIN
ROUGH OPENING
RESTROOM
RAIN WATER LEADER
RADIUS
RECESSED
RECYCLING
REFERENCE
REFRIGERATOR
REINFORCED
REQUIRED
RESILIENT
REGISTER
RISER
ROOM
REDWOOD
S.
S.A.F.
S.C.
S.C.D.
S.D.
S.F.
S.M.S.
S.N.D.
S.N.R.
S.O.G.
S.S.
S.SK.
SCHED.
SECT.
SEP.
SHT.
SHTG.
SHWR.
SIM.
SPEC.
SQ.
ST.
STD.
STL.
STOR.
STRL.
SUSP.
SYM.
GYPSUM WALLBOARD
12
D
STONE
GRID LINES
RIGID INSULATION
BATT INSULATION
NORTH ARROW
ACOUSTIC TILE
OFFICE
PLASTER ON METAL LATH
ROOM NAME
AND NUMBER
155
PAVING
IS1 00 1
WALL TAG
TILE
201
DOOR NUMBER
GLASS
T
WINDOW TYPE
EXPANSION MATERIAL
1
KEYNOTE
A
ATTN: JAMES MCCURDY
ARCHITECTURAL
A1.00M OVERALL SITE PLAN (FOR REFERENCE ONLY)
A1.01M ENLARGED SITE PLAN - MODULAR
A2.01M FLOOR PLAN - MODULAR
A2.14M ROOF PLAN - MODULAR
A2.31M FINISH PLAN - MODULAR
A2.81M DOOR & WINDOW SCHEDULE / DETAILS
A3.11M EXTERIOR ELEVATIONS - MODULAR
A3.21M BUILDING SECTIONS - MODULAR
A5.01M INTERIOR ELEVATIONS
A6.01M REFLECTED CEILING PLAN - MODULAR
A8.31M EXTERIOR WINDOW / DOOR DETAILS
A9.00M EXTERIOR & INTERIOR WALL ASSEMBLIES
A9.10M INTERIOR / EXTERIOR DETAILS
A9.60M TYPICAL CEILING DETAILS
ATTN: BEN AZARNOUSH
CONSTRUCTION MANAGER
CRITICAL SOLUTIONS, INC.
1801 OAKLAND BOULEVARD, SUITE 300
WALNUT CREEK, CA 94596
PHONE (925) 944-5060
MECHANICAL / ELECTRICAL / PLUMBING/
LOW VOLTAGE / FIRE ALARM
CANYON CONSULTING ENGINEERS
3150 HILLTOP MALL ROAD, SUITE 18
RICHMOND, CA 94806
PHONE (510) 243-5987
ATTN: KELLY JOHNSON
ATTN: GEORGE ARELLANO
B
ARCHITECTURE
LPAS
2484 NATOMAS PARK DRIVE, SUITE 100
SACRAMENTO, CA 95833
PHONE (916) 443-0335
K1
SECTION IDENTIFICATION
A3.3
MECHANICAL
M0.01
LEGEND, SYMBOLS, AND GENERAL NOTES
M2.01
MECHANICAL FLOOR PLAN
M2.02
MECHANICAL REFRIGERANT PIPING PLAN
M4.01
MECHANICAL DETAILS
M4.02
MECHANICAL DETAILS
L-4001 CAMPUS SAFETY CENTER
2700 E LELAND ROAD, PITTSBURG, CA 94565
STRUCTURAL
MERIDIAN STRUCTURAL ENGINEERS, INC.
850 IRON POINT ROAD, SUITE 110
FOLSOM, CA 95630
PHONE (916) 365-4740
PLUMBING
P0.01
PLUMBING LEGEND, SYMBOLS, GENERAL NOTES,
AND SCHEDULES
P2.01
PLUMBING FLOOR PLAN
P2.02
PLUMBING ROOF PLAN
LOS MEDANOS
COLLEGE
C
ATTN: MICHAEL BAKER
NO.
ELECTRICAL
E0.01
GENERAL INFORMATION ELECTRICAL
E2.01
FLOOR PLAN - LIGHTING
E3.01
FLOOR PLAN - POWER & SIGNAL
E5.01
DETAILS
E6.01
SCHEDULES
ISSUE
DATE
D
SEALANT W/ BACK-UP MATERIAL
SECTION
SHEET WHERE
SECTION IS DRAWN
FIRE ALARM
F0.01
GENERAL INFORMATION FIRE ALARM
F2.01
FLOOR PLAN - FIRE ALARM
CARPET
DETAIL
F1
DETAIL IDENTIFICATION
A3.4
SHEET WHERE
DETAIL IS DRAWN
K10
INTERIOR ELEVATION
ELEVATION IDENTIFICATION
K1
SOUTH
SELF-ADHERED FLASHING
SOLID CORE
SEAT COVER DISPENSER
SOAP DISPENSER
SQUARE FOOT
SHEET METAL SCREW
SANITARY NAPKIN DISPENSER
SANITARY NAPKIN RECEPTACLE
SLAB ON GRADE
STAINLESS STEEL
SERVICE SINK
SCHEDULE
SECTION
SEPARATE or SEPARATION
SHEET
SHEATHING
SHOWER
SIMILAR
SPECIFICATION
SQUARE
STATION
STANDARD
STEEL
STORAGE
STRUCTURAL
SUSPENDED
SYMMETRICAL
TONGUE AND GROOVE
TEMPERED GLASS
TOWEL BAR
TOP OF CONCRETE
TOP OF PARAPET
TOP OF STEEL
TOP OF WALL
TOP OF PAVEMENT
TOILET PAPER DISPENSER
TELEPHONE
TERRAZZO
THICK
TRANSITION
TREAD
TYPICAL
U.O.N.
UNF.
UR.
UTIL.
UNLESS OTHERWISE NOTED
UNFINISHED
URINAL
UTILITY
V.I.F.
VER.
VERT.
VEST.
VERIFY IN FIELD
VERIFY
VERTICAL
VESTIBULE
W.
W.C.
W.O.
W.P.
W.V.
W/
W/O
WD.
WSCT.
WT.
WEST
WATER CLOSET
WHERE OCCURS
WATERPROOF
WOOD VENEER
WITH
WITHOUT
WOOD
WAINSCOT
WEIGHT
A5.01
K7
SHEET WHERE
ELEVATION IS DRAWN
E
K4
ALIGN FINISH SURFACES
GENERAL NOTES
1.
2.
3.
4.
T&G
T.
T.B.
T.O.C.
T.O.P.
T.O.STL.
T.O.W.
T.P.
T.P.D.
TEL.
TER.
THK.
TRANS.
TRD.
TYP.
CIVIL
BkF ENGINEERS
980 9TH STREET, SUITE 1770
SACRAMENTO, CA 95814
(916) 556-5800
ATTN: TROY PENNINGTON
N
P.L.
P.LAM.
P.T.D.
P.T.D./R.
OWNER
CONTRA COSTA COMMUNITY COLLEGE
DISTRICT
500 COURT STREET
MARTINEZ, CA 94553
PHONE (925) 229-1000
CONCRETE
CENTERLINE
OVERALL
ON CENTER
OUTSIDE DIAMETER
OWNER FURNISHED CONTRACTOR
INSTALLED
OVERFLOW DRAIN
OWNER FURNISHED OWNER
INSTALLED
OPPOSITE HAND
ORIENTED STRAND BOARD
OVER
OBSCURE
OCCUPANTS OR OCCUPANCY
OFFICE
OPENING
OPPOSITE
PROJECT TEAM
GENERAL
A0.00
COVER SHEET
A0.10M GENERAL INFORMATION
A0.40M ACCESSIBILITY COMPLIANCE
EARTH
1
FOR THE PURPOSES OF THIS PACKAGE, UNLESS OTHERWISE IDENTIFIED AS "SITE BUILT CONTRACTOR" OR SIMILAR
IDENTIFICATION, THE WORD CONTRACTORS SHALL BE CONSIDERED TO REFER TO MODULAR BUILDING MANUFACTURER.
CONTRACTOR SHALL VERIFY ALL CONDITIONS AND DIMENSIONS ON SITE PRIOR TO STARTING CONSTRUCTION. SHOULD
A DISCREPANCY APPEAR IN THE SPECIFICATIONS OR DRAWINGS, OR IN THE WORK DONE BY OTHERS FROM THE
CONTRACT DOCUMENTS THAT AFFECT ANY WORK, NOTIFY THE ARCHITECT AT ONCE FOR INSTRUCTION ON HOW TO
PROCEED. IF THE CONTRACTOR PROCEEDS WITH THE WORK AFFECTED WITHOUT INSTRUCTIONS FROM THE
ARCHITECT, THE CONTRACTOR SHALL MAKE GOOD ANY RESULTING DAMAGE OR DEFECT TO THE SATISFACTION OF THE
ARCHITECT. SHOULD A CONFLICT OCCUR IN OR BETWEEN DRAWINGS AND SPECIFICATIONS, OR WHERE DETAIL
REFERENCES ON CONTRACT DRAWINGS HAVE BEEN OMITTED, THE CONTRACTOR IS DEEMED TO HAVE ESTIMATED THE
MOST EXPENSIVE MATERIALS AND CONSTRUCTION METHOD INVOLVED, UNLESS A WRITTEN DECISION FROM THE
ARCHITECT HAS BEEN OBTAINED WHICH DESCRIBES AN ALTERNATE METHOD AND/OR MATERIALS.
F
THE CONTRACTOR SHALL CONFINE HIS OPERATIONS ON THE SITE TO AREAS PERMITTED BY THE OWNER. THE WORK
SHALL BE DONE IN ACCORDANCE WITH APPLICABLE LAWS, LOCAL ORDINANCES, PERMITS AND THE CONTRACT
DOCUMENTS. THE JOB SITE SHALL BE MAINTAINED IN A CLEAN, ORDERLY CONDITION FREE OF DEBRIS AND LITTER, AND
SHALL NOT BE UNREASONABLY ENCUMBERED WITH ANY MATERIALS OR EQUIPMENT. EACH SUB-CONTRACTOR
IMMEDIATELY UPON COMPLETION OF EACH PHASE OF HIS/HER WORK SHALL REMOVE ALL TRASH AND DEBRIS AS A
RESULT OF HIS OPERATION.
FILE NO.7-C1
THE INTENT OF THE DESIGN IS THAT THE MODULAR BUILDINGS AND THE SITE BUILT COMPONENTS OF THE BUILDING ARE
STRUCTURALLY INDEPENDANT. HOWEVER, SOME COORDINATION WILL BE REQUIRED FOR STRUCTURAL ELEMENTS
THAT WILL PASS THROUGH MODULAR ELEMENTS, AS WELL AS WITH THE FOOTING AND FOUNDATION SYSTEM. THE
MODULAR MANUFACTURER IS RESPONSIBLE TO COORDINATE WITH DESIGN TEAM'S STRUCTURAL ENGINEER TO
ENSURE\ A FULLY COORDINATED STRUCTURAL SYSTEM.
CONTRACTOR SHALL NOTIFY THE ARCHITECT WHERE A CONFLICT OCCURS ON ANY OF THE CONTRACT DOCUMENTS OR
DRAWINGS. CONTRACTOR IS NOT TO ORDER MATERIAL OR CONSTRUCT ANY PORTION OF THE BUILDING THAT IS IN
CONFLICT UNTIL CONFLICT IS RESOLVED WITH THE AFFECTED PARTIES.
6. ALL LEGAL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE WITHOUT THE USE OF A KEY OR SPECIAL KNOWLEDGE
OR EFFORT. EXIT SIGNS SHALL BE PROVIDED AT ALL EXITS AS REQUIRED BY CODE. ALL DOOR SWINGS SERVING AN
OCCUPANT LOAD OF 50 OR GREATER SHALL SWING IN THE DIRECTION OF EXIT.
7. PROVIDE ILLUMINATED EXIT SIGNS PER THE REQUIREMENTS OF 2013 C.B.C., SECTION 1011.
8. PROVIDE FIRE EXTINGUISHERS PER THE REQUIREMENTS OF THE STATE FIRE MARSHAL.
9. CONSTRUCTION SHALL COMPLY WITH THE AIR LEAKAGE REQUIREMENTS OF THE CALIFORNIA ADMINISTRATIVE CODE,
TITLE 24, PART 2 CHAPTER 2-53 FOR WINDOWS, DOORS, CAULKING AND SEALING, ELEVATOR SHAFT VENTS AND ALL
OTHER APPLICABLE REQUIREMENTS.
10. DIMENSIONSING RULES:
A. NOTED DIMENSIONS SHALL AT ALL TIMES TAKE PRECEDENCE OVER SCALED DIMENSIONS.
B. ALL DIMENSIONS OF NEW WORK ARE TO THE FACE OF STUD U.O.N.
C. ALL DIMENSIONS OF EXISTING WORK ARE TO FACE OF FINISH U.O.N.
D. CEILING HEIGHT DIMENSIONS ARE FROM TOP OF FLOOR SLAB TO FINISH FACE OF CEILING.
E. DIMENSIONS NOTED "CLEAR" OR "CLR" MUST BE PRECISELY MAINTAINED.
F. DIMENSIONS ARE NOT ADJUSTABLE WITHOUT APPROVAL OF THE ARCHITECT.
G. +/- VERTICAL DIMENSION ARE FROM THE TOP OF THE FLOOR SLAB DATUM LINE, ESTABLISHED BY THE CONTRACTOR
SUBJECT TO THE APPROVAL OF THE OWNER OR ARCHITECT, UNLESS OTHERWISE NOTED.
H. DIMENSIONS MARKED "A.F.F." ARE ABOVE FINISHED FLOOR MATERIALS. IN CARPETED AREAS, THE TOP OF SLAB IS
CONSIDERED TO BE THE FINISH FLOOR.
I.
DIMENSIONS MARKED "V.I.F." SHALL BE "VERIFIED" IN THE FIELD BY THE CONTRACTOR.
J. ALL DIMENSIONS ARE TO STRUCTURAL COMPONENTS UNLESS OTHERWISE NOTED.
K. DIMENSION LOCATING DOORS ARE TO THE INSIDE EDGE OF JAMB, U.O.N.
A R CH
IT
C-31285
XX-XXXXXX
5-31-17
G
E
RENEWAL
DATE
O F C A LI F O
R
APPLICABLE CODES
2013
2013
2013
2013
2013
2013
2013
2013
2013
1.
COORDINATION OF MODULAR BUILDING CONSTRUCTION DOCUMENTS WITH SITE-BUILT CONSTRUCTION.
MODULAR BUILDING MANUFACTURER IS RESPONSIBLE FOR COORDINATION WITH ARCHITECT AND ARCHITECT'S
CONSULTANTS FOR INTERFACE OF ALL BUILDING SYSTEMS, INCLUDING BUT NOT LIMITED TO CIVIL,
STRUCTURAL, MECHANICAL, ELECTRICAL, FIRE ALARM, WEATHERPROOFING, ETC.
ALL UTILITY CONNECTIONS, UNLESS OTHERWISE NOTED ARE TO BE STUBBED 5' OUTSIDE THE BUILDING LINE BY
MODULAR MANUFACTURER, INCLUDING BUT NOT LIMITED TO DOMESTIC WATER, ELECTRICAL, STORM SEWER,
SANITARY SEWER. PROVIDE CONCRETE CHRISTY BOX.
2.
MODULAR BUILDING AS DESIGNED CONTAINS COMPONENTS THAT ARE NOT STANDARD MODULAR BUILDING
COMPONENTS, INCLUDING BUT NOT LIMITED TO VRF (VARIABLE REFRIGERANT FLOW) MECHANICAL SYSTEM,
WINDOW SIZES, STUCCO TRIMS, ETC. THESE ITEMS MAY NOT BE ALTERED WITHOUT THE EXPRESS WRITTEN
CONSENT OF THE ARCHITECT.
PARTIAL LIST OF APPLICABLE STANDARDS
NFPA 72 - NATIONAL FIRE ALARM AND SIGNALING CODE
(CALIFORNIA AMENDED)
NFPA 253 - CRITICAL RADIANT FLUX OF FLOOR COVERING SYSTEMS
3.
CONSTRUCTION DOCUMENTS FOR MODULAR BUILDINGS, APPROVAL THROUGH DIVISION OF STATE ARCHITECT.
4.
DESIGN AND CONSTRUCTION OF FOOTING AND FOUNDATION SYSTEM FOR MODULAR BUILDING SYSTEM,
INCLUDING BUT NOT LIMITED TO EXCAVATION FOR AND INSTALLATION OF CONCRETE FOOTINGS AND
FOUNDATION SYSTEMS FOR MODULAR BUILDING, DRAINAGE, INSTALLATION OF RAT SLAB AND CRAWL SPACE
DRAINAGE. FOOTING AND FOUNDATION SYSTEM DESIGN SHALL INCLUDE COORDINATION WITH FOOTINGS,
FOUNDATIONS, SLABS REQUIRED FOR SITE BUILT CONSTRUCTION.
5.
CONSTRUCTION, DELIVERY AND INSTALLATION OF MODULAR BUILDING SYSTEM.
6.
COORDINATION OF INSTALLATION AND BUILDING SYSTEM INTERFACES WITH SITE BUILT CONSTRUCTION TEAM.
CONSULTANT
J
GENERAL
INFORMATION
PROJECT NO: 985-0007
BID ALTERNATES
DATE: 01.22.2016
1.
OPTIONAL BID ALTERNATE: SLAB-ON-GRADE CONSTRUCTION IN LIEU OF PIT-SET (IF OFFERED BY MANUFACTURER).
2.
SINGLE SLOPE ROOF IN LIEU OF GABLE.
3.
BULLET RESISTANT WALL LINING.
SHEET NO:
A0.10M
8
7
6
5
4
3
2
APPROVAL
H
K
9
SS
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE
ARCHITECT AND ENGINEER.
CALIFORNIA BUILDING CODE (CBC)
CALIFORNIA ELECTRICAL CODE (CEC)
CALIFORNIA MECHANICAL CODE (CMC)
CALIFORNIA PLUMBING CODE (CPC)
CALIFORNIA ENERGY CODE
CALIFORNIA FIRE CODE (CFC)
CALIFORNIA GREEN BUILDING STANDARDS CODE (CALGREEN)
NONE.
FLS
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED
FOR THE PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB
TITLE BOX ABOVE AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER
PARTY WITHOUT THE WRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN
INSTRUMENT OF PROFESSIONAL SERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL
RIGHTS RESERVED COPYRIGHT © 2015.
SCOPE OF WORK
DEFERRED APPROVALS
10
AC
DATE
ARCHITECT'S STAMP
PROJECT LOCATION
11
IDENTIFICATION STAMP
DIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
TROY PENNINGTON
5.
VICINITY MAP
E
ED
NS
T
K
C.B.
C.B.C.
C.G.
C.I.
C.I.P.
C.J.
C.L.
C.O.
C.W.
CAB.
CEM.
CER.
CLG.
CLKG.
CLO.
CLR.
CNTR.
COL.
COMP.
CONC.
CONN.
CONSTR.
CONT.
CORR.
CTR.
CTSK.
NORTH
NOT IN CONTRACT
NON RATED
NOT TO SCALE
NUMBER
NOMINAL
SHEET INDEX
2
EC
J
BOARD
BITUMINOUS
BUILDING
BLOCK
BLOCKING
BEAM
BOTTOM
N.
N.I.C.
N.R.
N.T.S.
NO.
NOM.
FLOW LINE
3
AT
H
BD.
BITUM.
BLDG.
BLK.
BLKG.
BM.
BOTT.
MAXIMUM
MECHANICAL
MEDIUM
MEMBRANE
MANUFACTURER
MINIMUM
MIRROR
MISCELLANEOUS
MOUNTED
METAL
MULLION
4
ST
G
ASPHALT CONCRETE
ALUMINUM COMPOSITE PANEL
AREA DRAIN
ABOVE FINISH FLOOR
ASSISTED LISTENING SYSTEM
ACOUSTICAL
ADJUSTABLE or ADJACENT
AGGREGATE
ALUMINUM
APPROXIMATELY
ARCHITECTURAL
ASBESTOS
ASPHALT
MAX.
MECH.
MED.
MEMB.
MFR.
MIN.
MIR.
MISC.
MTD.
MTL.
MUL.
SYMBOLS
5
A
B
A.C.
A.C.P.
A.D.
A.F.F.
A.L.S.
ACOUS.
ADJ.
AGGR.
ALUM.
APPROX.
ARCH.
ASB.
ASPH.
POUND OR NUMBER
AND
EXISTING
NEW
AT
ANGLE
DIAMETER or ROUND
6
NI
A
#
&
(E)
(N)
@
L
Ø
7
C
11
LI
12
1
MODULAR BID
PACKAGE
10
9
8
7
6
5
4
3
1
SIGNS AND SYMBOLS
DOORS
SANITARY FACILITIES
A. ALL SIGNAGE SHALL COMPLY WITH CBC SECTION 11B-703.
A. LATCHES AND LOCKSETS: PROVIDE LEVER TYPE, PUSH- PULL OR PANIC TYPE HARDWARE 30 INCHES TO 44 INCHES
ABOVE FLOOR. OPERATING DEVICE SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT REQUIRE
TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST TO OPERATE.
A. REFER TO SHEET K7/A0.40M FOR ROOM ID SIGNAGE AND RESTROOM IDENTIFICATION SYMBOL:
B. OPENING FORCE: MAXIMUM FORCE TO OPERATE DOORS SHALL BE 5 LBS. PRESSURE. FIRE DOORS SHALL BE MAX. 15 LBS.
A
C. THRESHOLDS: THE FLOOR OR LANDING SHALL NOT BE MORE THAN 1/2 INCH LOWER THAN THE THRESHOLD OF THE
DOOR WAY. CHANGE IN LEVEL BETWEEN 1/4 INCH AND 1/2 INCH SHALL BE BEVELED WITH A SLOPE NO GREATER THAN 1:2.
(SEE "DOOR THRESHOLD" BELOW).
CHARACTERS ON SIGNS SHALL BE RAISED 32 " (0.794mm) MIN. AND SHALL BE SANS SERIF UPPERCASE
CHARACTERS ACCOMPANIED BY CONTRACTED GRADE 2 BRAILLE. (SEE SECTION BELOW)
b.
CHARACTER SIZE: RAISED CHARACTERS SHALL BE A MIN. OF 5/8" (15.9mm) AND A MAX. OF 2" (51mm) HIGH.
c.
PICTORIAL SYMBOL SIGNS (PICTOGRAMS): PICTORIAL SYMBOL SIGNS (PICTOGRAMS) SHALL BE
ACCOMPANIED BY THE VERBAL DESCRIPTION PLACED DIRECTLY BELOW THE PICTOGRAM. THE OUTSIDE
DIMENSION OF THE PICTOGRAM FIELD SHALL BE A MIN. OF 6" (152mm) IN HEIGHT.
d.
E. MANEUVERING CLEARANCES: MINIMUM MANEUVERING CLEARANCES AT DOORS SHALL BE AS SHOWN IN DOOR PLAN
FIGURES BELOW. THE FLOOR OR GROUND AREA WITHIN THE REQUIRED CLEARANCES SHALL BE LEVEL AND CLEAR.
F. PASSAGE DOOR SIZE: MINIMUM NOMINAL DOOR DIMENSIONS ARE 3 FEET WIDE (4 FEET WIDE MAX) AND 6 FEET 8 INCHES
HIGH. CLEAR WIDTH REQUIRED IS 32 INCHES MINIMUM WITH DOOR OPEN 90 DEGREES, MEASURED FROM THE FACE OF THE
DOOR TO THE OPPOSITE STOP.
G. SMOOTH SURFACE: THE BOTTOM 10 INCHES OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A SMOOTH
UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP
OR HAZARDOUS CONDITION.
CHARACTER PLACEMENT: CHARACTERS AND BRAILLE SHALL BE IN HORIZONTAL FORMAT. BRAILLE SHALL
BE PLACED A MIN. OF 3/8 " & A MAX. OF 1/2 " DIRECTLY BELOW THE TACTILE CHARACTERS; FLUSH
LEFT OR CENTERED. WHEN TACTILE TEXT IS MULTI-LINED, ALL BRAILLE SHALL BE PLACED TOGETHER
BELOW ALL LINES OF TACTILE TEXT.
B
MOUNTING LOCATION & HEIGHT: WHERE PERMANENT IDENTIFICATION IS PROVIDED FOR ROOMS AND SPACES,
SIGNS SHALL BE INSTALLED ON THE WALL ADJACENT TO THE LATCH SIDE OF THE DOOR. WHERE THERE IS NO
WALL SPACE ON THE LATCH SIDE, INCLUDING AT DOUBLE LEAF DOORS, SIGNS SHALL BE PLACED ON THE NEAREST
ADJACENT WALL, PREFERABLY ON THE RIGHT. MOUNTING HEIGHT SHALL BE 60" (1524mm) ABOVE THE FINISH
FLOOR TO THE CENTERLINE OF THE SIGN. MOUNTING LOCATION SHALL BE DETERMINED SO THAT A
PERSON MAY APPROACH WITHIN 3" (76mm) OF SIGNAGE WITHOUT ENCOUNTERING PROTRUDING OBJECTS OR
STANDING WITHIN THE SWING OF A DOOR.
2
1
TACTILE & BRAILLE SIGN REQUIREMENTS
F. ACCESSORIES:
WHERE TOWEL DISPENSERS, SANITARY NAPKIN DISPENSERS, WASTE RECEPTACLES, SEAT COVER DISPENSERS OR OTHER
EQUIPMENT AND CONTROLS ARE PROVIDED, AT LEAST ONE OF EACH TYPE SHALL BE LOCATED ON AN ACCESSIBLE ROUTE.
FLUSH
ACTIVATOR
ON WIDE
SIDE
DOOR THRESHOLD
BRAILLE: CONTRACTED GRADE 2 BRAILLE SHALL BE USED WHEREVER BRAILLE IS REQUIRED IN OTHER PORTIONS
OF THESE STANDARDS. DOTS SHALL BE 1/10" ON CENTERS IN EACH CELL WITH 2/10" SPACE BETWEEN CELLS,
MEASURED FROM THE SECOND COLUMN OF DOTS IN THE FIRST CELL TO THE FIRST COLUMN OF DOTS IN THE
SECOND CELL. DOTS SHALL BE RAISED A MIN. OF 1/40" ABOVE THE BACKGROUND. BRAILLE DOTS SHALL BE
DOMED OR ROUNDED.
PULL SIDE
A. RESTROOM IDENTIFICATION SYMBOL:
1. DOORWAYS LEADING TO MEN'S SANITARY FACILITIES SHALL BE IDENTIFIED BY AN EQUILATERAL TRIANGLE, 1/4
INCH THICK WITH EDGES 12 INCHES LONG AND THE VERTEX POINTING UPWARD.
2.
DOORWAYS LEADING TO WOMEN'S SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE 1/4 INCH THICK AND
12 INCHES IN DIAMETER.
3.
UNISEX SANITARY FACILITIES SHALL BE IDENTIFIED BY A CIRCLE 1/4 INCH THICK AND 12 INCHES IN DIAMETER
WITH A 1/4" THICK TRIANGLE SUPERIMPOSED ON THE CIRCLE AND WITHIN THE 12 INCH DIAMETER.
THE TRIANGLE SYMBOL SHALL CONTRAST WITH THE CIRCLE BACKGROUND AND THE CIRCLE SHALL CONTRAST
WITH THE DOOR.
36" MIN.
PUSH SIDE
B. GEOMETRIC (CIRCLE AND TRIANGLE) SYMBOLS ON SANITARY FACILITY DOORS SHALL BE CENTERED ON THE DOOR
AT A HEIGHT OF 60" AND THEIR COLOR AND CONTRAST SHALL BE DISTINCTLY DIFFERENT FROM THE COLOR AND
CONTRAST OF THE DOOR. NO TEXT OR I.S.A. IS REQUIRED.
LOS MEDANOS
COLLEGE
L-4001 CAMPUS SAFETY CENTER
18" MIN.
2700 E LELAND ROAD, PITTSBURG, CA 94565
30" X 48" CLEAR
FLOOR SPACE FOR
LAVATORY (DOOR
SWING MAY NOT
OVERLAP)
C
60" MIN. DIA. CLR.
DOOR MAY
SWING OVER
HATCHED
PORTION OF
MANEUVERING
SPACE
54" MIN.
48" MIN. *
24" MIN.
17" MIN. TO 18" MAX.
60" X 56" CLEAR
FLOOR SPACE
FOR TOILET
(DOOR SWING
MAY NOT
OVERLAP)
PULL SIDE
60" MIN.
SANITARY FACILITIES
B
60" MIN. CLR.
48" MIN. *
1.
E. GRAB BARS:
THE DIAMETER OR WIDTH OF GRIPPING SURFACES OF A GRAB BAR SHALL BE 1 1/4" TO 1 1/2" OR THE SHAPE SHALL PROVIDE
AN EQUIVALENT GRIPPING SURFACE. IF GRAB BARS ARE MOUNTED ADJACENT TO A WALL, THE CLEARANCE BETWEEN THE
GRAB BAR AND WALL SHALL BE 1 1/2". MINIMUM STRUCTURAL STRENGTH OF GRAB BARS WILL SUPPORT A 250 LB POINT
LOAD. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS.
1/4" MAX.
VERTICAL
4.
D. LAVATORY CONTROLS:
FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT
GRASPING, PINCHING OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS TO BE NO MORE THAN 5
LBF.
NO.
12"
OV MAX.
ERL
AP
ISSUE
DATE
CLR.
a.
D. FLOOR LEVEL: THERE SHALL BE A LEVEL AND CLEAR AREA ON EACH SIDE OF AN EXIT DOOR. THE LEVEL AREA SHALL BE
AS SHOWN IN DOOR PLAN FIGURES BELOW.
17" MIN.
RAISED CHARACTERS & PICTORIAL SYMBOL SIGNS: WHEN RAISED CHARACTERS ARE REQUIRED OR WHEN
PICTORIAL SYMBOLS ARE USED ON SIGNS, THEY SHALL CONFORM TO THE FOLLOWING a. THRU d.
A
C. WATER CLOSET & URINAL CONTROLS:
FLUSH CONTROLS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING
OF THE WRIST. FLUSH CONTROLS TO BE MOUNTED NO MORE THAN 44 INCHES ABOVE THE FLOOR. WATER CLOSET
CONTROLS TO BE MOUNTED ON THE WIDE SIDE OF TOILET COMPARTMENT. THE FORCE REQUIRED TO ACTIVATE CONTROLS
SHALL BE NO MORE THAN 5 LBF.
60" MIN.
3.
PROPORTIONS: CHARACTERS ON SIGNS SHALL HAVE A WIDTH-TO-HEIGHT RATIO OF BETWEEN 3:5 & 1:1 AND A
STROKE WIDTH TO HEIGHT RATIO OF BETWEEN 1:5 & 1:10.
1/2" MAX.
AT 1:2 SLOPE
2.
B. ACCESSIBLE WATER CLOSET COMPARTMENT DOORS SHALL BE EQUIPPED WITH AN AUTOMATIC-CLOSING DEVICE. THE
INSIDE AND OUTSIDE OF THE COMPARTMENT DOOR SHALL BE EQUIPPED WITH A LOOP OR U-SHAPED HANDLE IMMEDIATELY
BELOW THE LATCH. THE LATCH SHALL BE FLIP-OVER STYLE, SLIDING, OR OTHER HARDWARE NOT REQUIRING THE USER TO
GRASP OR TWIST, AND THE MAXIMUM PRESSURE TO OPERATE THE DOOR SHALL NOT EXCEED 5 LBF.
32" MIN.
FINISH & CONTRAST: CHARACTERS, SYMBOLS & THEIR BACKGROUND SHALL HAVE A NON-GLARE FINISH.
CHARACTERS & SYMBOLS SHALL CONTRAST A MIN. OF 70% WITH THEIR BACKGROUND, EITHER LIGHT ON DARK
BACKGROUND OR DARK ON LIGHT BACKGROUND.
56" MIN.
1.
C
2
MIN.
11
48"
12
SINGLE-ACCOMMODATION TOILET FACILITY
PUSH SIDE
* THIS DIMENSION MAY BE REDUCED TO 44"
IF DOOR DOES NOT HAVE A CLOSER
* THIS DIMENSION MAY BE REDUCED TO 44"
IF DOOR DOES NOT HAVE BOTH A LATCH AND A CLOSER
D
D
LATCH APPROACH
HINGE APPROACH
SEAT COVER
DISPENSER
54" MIN.
PULL SIDE
24" MIN.
12" MIN.
24" MIN.
48" MIN.
12" *
MIN.
E
* THIS CLEARANCE IS
NOT REQUIRED
IF DOOR DOES NOT
HAVE BOTH A LATCH
AND A CLOSER
33"
36" MIN. GRAB BAR
(42" PREFERRED)
16" TO 18"
FLUSH
ACTIVATOR ON
WIDE SIDE
PUSH SIDE
7" TO 9"
C.L.
33" *
C.L.
12" MAX.
T.O.S.
24" MIN. CLR. AT EXTERIOR DOORS
18" MIN. CLR. AT INTERIOR DOORS
17" - 19"
60" MIN.
C.L.
42" MIN.
GRAB BAR
(48" PREFERRED)
E
TOILET PAPER
DISPENSER
* REAR GRAB BAR ALLOWED AT
36" A.F.F. AT TANK-TYPE TOILET
FRONT APPROACH
TOILET REAR WALL ELEVATION
FEMININE NAPKIN
DISPENSER
SOAP DISPENSER
29" MIN.
BOTH DOORS OPEN OUT
F
MIN.
DOORS IN A SERIES
40" MAX.
TO HIGHEST
OPERABLE PART
MIN.
TRASH
RECEPTACLE
BOTTOM OF
REFLECTIVE
SURFACE
34" MAX.
18" MIN.
12" *
HAND DRYER
MIRROR
9"
F
MIN.
PAPER TOWEL
DISPENSER
27" MIN.
MIN.
12" *
* THIS
CLEARANCE
IS NOT
REQUIRED
IF DOOR
DOES NOT
HAVE BOTH A
LATCH AND A
CLOSER
48" MIN.
48" MIN.
12" *
* THIS
CLEARANCE
IS NOT
REQUIRED
IF DOOR
DOES NOT
HAVE BOTH A
LATCH AND A
CLOSER
TOILET SIDE WALL ELEVATION
INSULATE EXPOSED HOT
WATER LINE AND DRAIN
PIPES PER ASTM E-84
FILE NO.7-C1
IT
T
LI
E
A R CH
EC
C
LAVATORY AND TOILET ROOM ACCESSORIES
ED
NS
IDENTIFICATION STAMP
DIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
TROY PENNINGTON
C-31285
PROTRUDING OBJECTS
TACTILE & BRAILLE
ROOM ID SIGNAGE
B. HEAD ROOM: 80 INCHES MINIMUM. IF VERTICAL CLEARANCE OF AN AREA ADJOINING AN ACCESSIBLE ROUTE
IS REDUCED TO LESS THAN 80", A BARRIER TO WARN BLIND OR VISUALLY IMPAIRED PERSONS SHALL BE
PROVIDED.
TO BASELINE OF
HIGHEST LINE OF
TEXT
ANY
AMOUNT
4" MAX.
K
10
9
80" MIN.
A
NI
SS
APPROVAL
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE
ARCHITECT AND ENGINEER.
10"
10"
MAX.
MAX.
24" MAX.
20" MAX.
>20" TO
25" MAX.
OBSTRUCTED SIDE REACH
2.
EDGES OF SYMBOL SHALL BE ROUNDED, CHAMFERED, OR EASED. CORNERS
SHALL HAVE A MINIMUM RADIUS OF 1/8".
3.
SIGNAGE TO BE 1/4" THICK ACRYLIC (OR APPROVED MATERIAL.)
4.
SYMBOLS SHALL HAVE A NONGLARE FINISH.
5.
LETTERING, I.S.A., AND GENDER SYMBOLS ARE NOT REQUIRED ON THE
GEOMETRIC SYMBOL, BUT WHEN PROVIDED THEY SHALL CONTRAST WITH THEIR
BACKGROUND; EITHER LIGHT ON A DARK BACKGROUND OR DARK ON A LIGHT
BACKGROUND.
D. FIRE ALARM INITIATING DEVICES SHALL BE A MINIMUM OF 42 INCHES AND A MAXIMUM OF 48 INCHES ABOVE THE FLOOR
OR SIDEWALK TO THE HIGHEST POINT OF THE ACTIVATING HANDLE OR LEVER OF THE BOX. CONTROLS AND
OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING,
OR TWISTING OF THE WRIST. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL NOT EXCEED 5 POUNDS OF
FORCE.
15"
C. ELECTRICAL RECEPTACLE OUTLETS ON BRANCH CIRCUITS OF 30 AMPERES OR LESS AND COMMUNICATION SYSTEM
RECEPTACLES SHALL BE LOCATED NOT LESS THAN 15 INCHES ABOVE THE FINISH FLOOR (MEASURED TO THE BOTTOM
OF THE OUTLET BOX OR HOUSING) AND NOT MORE THAN 48 INCHES ABOVE THE FINISH FLOOR (MEASURED TO THE TOP
OF THE OUTLET BOX OR HOUSING.)
MIN.
48" MAX.
B. SWITCHES AND CONTROLS INTENDED TO BE USED BY THE OCCUPANT OF THE ROOM OR AREA TO CONTROL
LIGHTING AND RECEPTACLE OUTLETS, APPLIANCES OR COOLING, HEATING AND VENTILATING EQUIPMENT, SHALL BE
LOCATED NOT LESS THAN 15 INCHES ABOVE THE FINISH FLOOR (MEASURED TO THE BOTTOM OF THE OUTLET BOX) AND
NOT MORE THAN 48 INCHES ABOVE THE FINISH FLOOR (MEASURED TO THE TOP OF THE OUTLET BOX.)
UNOBSTRUCTED
FORWARD REACH
48" MAX.
>10" TO
48" MAX.
A. A CLEAR FLOOR SPACE THAT ALLOWS A FORWARD OR PARALLEL APPROACH BY A PERSON USING A WHEELCHAIR
SHALL BE PROVIDED AT CONTROLS, RECEPTACLES, AND OTHER OPERABLE EQUIPMENT.
DOORWAYS LEADING TO SANITARY FACILITIES SHALL BE IDENTIFIED BY A
GEOMETRIC SYMBOL IN A COLOR THAT CONTRASTS TO THE DOOR ON WHICH IT IS
HUNG, EITHER A LIGHT COLOR ON A DARK DOOR OR A DARK COLOR ON A LIGHT
DOOR. THE GEOMETRIC SYMBOL SHALL BE CENTERED HORIZONTALLY ON THE
DOOR AT A HEIGHT OF 60" ABOVE THE FINISH FLOOR MEASURED TO THE CENTER
OF THE SYMBOL.
34" MAX.
48" MAX.
34" MAX.
48" MAX.
WALKING PERPENDICULAR TO A WALL
ELECTRICAL SWITCHES AND OUTLETS
UNISEX
8
FLS
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED
FOR THE PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB
TITLE BOX ABOVE AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER
PARTY WITHOUT THE WRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN
INSTRUMENT OF PROFESSIONAL SERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL
RIGHTS RESERVED COPYRIGHT © 2015.
27" MAX.
WALKING PARALLEL TO A WALL
15"
60"
A.F.F.
J
7
ACCESSIBILITY
COMPLIANCE
PROJECT NO: 985-0007
OBSTRUCTED FORWARD REACH
DATE: 01.22.2016
K
1" = 1'-0"
11
H7
UNOBSTRUCTED
SIDE REACH
RESTROOM DOOR SYMBOL
12
AC
DATE
44" MAX.
WHERE OCCURS
6" MIN.
12"
1/25/2016 11:35:53 AM
1.
WOMEN
R
CONSULTANT
12"
12"
MEN
A. OBJECTS PROJECTING FROM WALLS WITH LEADING EDGE BETWEEN 27 INCHES AND 80 INCHES ABOVE THE FINISHED
FLOOR MAY PROJECT 4 INCHES MAXIMUM. LEADING EDGE AT OR BELOW 27 INCHES MAY PROJECT ANY AMOUNT.
MIN.
1/4" = 1'-0"
12"
O F C A LI F O
H
WHEN 27"
OR BELOW
ROOM ID SIGNAGE LOCATION
J
RENEWAL
DATE
B. HEAD ROOM: 80 INCHES MINIMUM. IF VERTICAL CLEARANCE OF AN AREA ADJOINING AN ACCESSIBLE ROUTE IS
REDUCED TO LESS THAN 80", A BARRIER TO WARN BLIND OR VISUALLY IMPAIRED PERSONS SHALL BE PROVIDED.
H
12"
E
ARCHITECT'S STAMP
REACH RANGE
FREE STANDING OBJECTS MOUNTED ON POSTS OR PYLONS WITH LEADING EDGE BETWEEN 27 INCHES & 80 INCHES
ABOVE FLOOR MAY PROJECT 12 INCHES MAX. WIDTH OF AN PROJECTIONS MAY NOT REDUCE MANEUVERING SPACE, OR
CLEAR WIDTH OF AN ACCESSIBLE ROUTE.
LOBBY
WHEN HIGHER
THAN 27"
60" A.F.F.
TO BASELINE OF
LOWEST BRAILLE
48" MIN
9"
PERMANENT
ROOM ID
FREE STANDING OBJECTS MOUNTED ON POSTS OR PYLONS WITH LEADING EDGE BETWEEN 27 INCHES & 80
INCHES ABOVE FLOOR MAY PROJECT 12 INCHES MAX. WIDTH OF AN PROJECTIONS MAY NOT REDUCE
MANEUVERING SPACE, OR CLEAR WIDTH OF AN ACCESSIBLE ROUTE.
G
AT
G
XX-XXXXXX
5-31-17
A. OBJECTS PROJECTING FROM WALLS WITH LEADING EDGE BETWEEN 27 INCHES AND 80 INCHES ABOVE THE
FINISHED FLOOR MAY PROJECT 4 INCHES MAXIMUM. LEADING EDGE AT OR BELOW 27 INCHES MAY PROJECT
ANY AMOUNT.
ST
DOOR SIDELITE
WHERE OCCURS
SHEET NO:
A0.40M
K7
6
5
4
3
2
1
MODULAR BID
PACKAGE
11
10
9
8
7
6
5
4
3
2
1
E 61
6940
0
12
E 61
6960
0
E 61
6950
0
BIKE
LANE
N 21
9200
0
A
A
E 61
6980
0
E 61
6970
0
N 21
9190
0
BIKE
LANE
E 61
BIKE
7000
0
LANE
E 61
6990
0
N 21
9180
0
LE
LA
ND
R
D.
Rip
rap
EA
ST
E 61
3001
64.0 8
2
7020
0
E 61
7010
0
N 21
9170
0
1-2
Pile
Pile
7030
0
YIELD
Pile
N 21
9160
0
BIKE
E 61
Pile
B
LANE
BIKE
LANE
B
STOP
E 61
7040
0
SLOW
3001
66.2 5
1
E 61
7050
0
PED
(E) PROP LINE
XING
LANE
BIKE
Rip
rap
E 61
7060
0
BIKE
EAST
LELAN
D ROA
D
STOP
LANE
N 21
9150
0
LOS MEDANOS
COLLEGE
STOP
2700 E LELAND ROAD, PITTSBURG, CA 94565
(E) PARKING LOT A
PED
Rip rap
C
RD
.
BIKE
LANE
BIKE
EA
ST
LE
LE
AN
D
LANE
E 61
7070
0
L-4001 CAMPUS SAFETY CENTER
(E) PARKING LOT 1A
C
XING
ONLY
BUS LANE
DRI
VE
(A.C
. PA
VIN
G)
LA
KE
STOP
TEL
(E) D
ROP
OFF
PROJECT SITE
(E) D
ROP
OFF
STOP
AHEAD
AHEAD
GV
SIGNAL
SIGNAL
(E)
TENNIS
COURTS
(E)
STAFF
LOT
D
M
IW
OK
W
AY
Rip-ra
p
LANE
SC
STOP
BIKE
p
ra
Rip
s
Stair
L
CS
Ro
cks
STOP
CSC
PIV
PS
DATE
1-3
G
Stair
s
D
ISSUE
(E) PARKING LOT 2A
STOP
GA
Elec
2-1
NO.
(E) FIRE LANE (A.C. PAVING)
ME
DA
NO
S
STOP
LO
S
STOP
STOP
(E)
LMC LAKE
KEEP
EA
ST
LE
LA
ND
KEEP
RD
.
G
CLEAR
(E)
BASEBALL
DIAMOND
Stairs
GYM
Stairs
4"
CC
Po
ol
3"
4"
3"
MU
E
Stairs
AD
Concrete
Conduit for Elevator Utilities
AD
AD
AD
4"
3"
4"
4"
4"
2-2
DR
.
ED
AN
OS
3002
75.7 0
0
M
AD
AD
STOP
LO
S
PIV
ST OP
STOP
Rip rap
FDC
(E) FIRE LANE (A.C. PAVING)
LR
STOP
y
3001
74.7 4
9
CLEAR
Pipe
wa
E
1-4
LR
STOP
G
GV (Abandoned)
SDCO
Elec Ped.
(E)
PRACTICE FIELD
RWL
MA
SDCO?
EL
DR
IVE
(E) PARKING LOT C
y
(E)
SOFTBALL
DIAMOND
F
PG&E 21kV
5kV
5kV
(E) STAFF LOT
PG&E 21kV
SL
Bo
F
LO
SM
ED
AN
OS
Pipe
wa
PE
x
(E) PROP LINE
AY
EW
EG
LL
CO
N 21
9180
0
FILE NO.7-C1
85
85
9170
0
IT
2-3
T
LI
E
A R CH
EC
C
86
N 21
ED
NS
IDENTIFICATION STAMP
DIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
TROY PENNINGTON
C-31285
86
XX-XXXXXX
87
E
RENEWAL
DATE
NI
9160
0
AT
G
N 21
86
ST
(E) PARKING LOT B
G
A
5-31-17
O F C A LI F O
R
AC
DATE
FLS
SS
87
87
(E)
FOOTBALL STADIUM
/ TRACK
TC
FL 88.3
87
.9
88
ARCHITECT'S STAMP
88
N 21
APPROVAL
9150
0
DR
.
.8
87
TC 87.3
FL
LO
SM
ED
AN
OS
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED
FOR THE PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB
TITLE BOX ABOVE AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER
PARTY WITHOUT THE WRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN
INSTRUMENT OF PROFESSIONAL SERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL
RIGHTS RESERVED COPYRIGHT © 2015.
89
88
.9
88
TC 88 .5
FL
89
LO
SM
ED
AN
OS
N 21
DR
.
9140
0
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE
ARCHITECT AND ENGINEER.
90
89
90
90
COLL
EGE
WAY
89
89
89
6"∅Subdrain
6"∅Subdrain
6"∅Subdrain
89
89
89
90
N 21
9130
0
H
E 61
6840
0
H
90
y
91
Pipe
wa
91
91
CONSULTANT
91
92
E 61
6850
0
STOP
91
E 61
6860
0
91
N 21
9120
0
92
92
93
3001
90.8 7
7
E 61
6870
0
92
91
91
92
93
(E) PARKING LOT B
93
E 61
6880
0
93
N 21
93
.8
TC
9110
0
E 61
6890
0
94
94
94
95
.2
95 T C
E 61
6900
0
95
96
95
S
DANO
LOS ME
97
96
95.5
TC
95
94.8
TC
IVE
S DR
O
N
A
MED
LOS
94
.7
TC
94
DR .
N 21
9100
0
95.9
TC
J
E 61
6910
0
J
96.4
TC
96.7
TC
E 61
6920
0
96.8
TC
9090
0
E 61
6940
0
E 61
6930
0
N 21
OVERALL SITE PLAN
(FOR REFERENCE
ONLY)
PROJECT NO: 985-0007
9080
0
E 61
6950
0
N 21
DATE: 01.22.2016
ol
Pile
Pile
s
s
E 61
6960
0
Po
Pile
s
3000
113. 5
89
1/25/2016 11:35:58 AM
E 61
6970
0
N 21
Po
9070
0
ol
Pile
Pile
K
s
s
0
50
100
N
150
FT
SCALE: 1" = 100'-0"
OVERALL SITE PLAN
1" = 100'-0"
12
11
10
9
8
7
6
5
4
3
2
1
K1
K
SHEET NO:
A1.00M
MODULAR BID
PACKAGE
12
11
10
9
8
7
6
5
4
3
2
1
GENERAL NOTES
1.
SEE SHEET A0.10M FOR CODE COMPLIANCE INFORMATION.
2.
SEE SHEET A0.40M FOR ACCESS COMPLIANCE INFORMATION.
3.
SOME SITE ELEMENTS ARE SHOWN FOR REFERENCE PURPOSES ONLY.
UNLESS OTHERWISE NOTED, SITEWORK IS OUTSIDE THE SCOPE OF THIS
DOCUMENT.
A
STOP
(E) LANDSCAPE AREA
(E) CROSSWALK
B
I
(E)
I
A.C
. DR
IVE
4.
SEE CIVIL DRAWINGS FOR ADDITIONAL INFORMATION ON PAVING.
5.
MODULAR BUILDING MANUFACTURER IS RESPONSIBLE FOR SITE EXCAVATION
REQUIRED TO SET MODULAR BUILDING COMPONENTS. COORDINATE
REQUIREMENTS WITH SITE BUILT CONSTRUCTION REQUIREMENTS.
COORDINATE FINISH FLOOR ELEVATION AND CRAWL SPACE DEPTH WITH
DESIGN TEAM.
6.
MODULAR BUILDING MANUFACTURER SHALL PROVIDE PERIMETER FOUNDATION
VENTS, AS REQUIRED. PROVIDE NON-REMOVABLE STEEL GRATE COVERS.
MODULAR BUILDING MANUFACTURER SHALL PROVIDE CRAWL SPACE ACCESS
AND WELL. PROVIDE LOCKABLE COVER. COORDINATE LOCATION WITH SITE
BUILT CONSTRUCTION.
7.
FENCES, GATES, ETC. ARE OUTSIDE THE SCOPE OF THE MODULAR BUILDING
CONTRACT AND ARE SHOWN FOR REFERENCE PURPOSES ONLY.
8.
STUB ALL UTILITIES, INCLUDING BUT NOT LIMITED TO DOMESTIC WATER,
SANITARY SEWER, STORMWATER, ELECTRICAL, ETC. 5'-0" MINIMUM FROM
BUILDING FACE. COORDINATE POINTS OF CONNECTION WITH SITE BUILT
CONTRACTOR. PROVIDE POINTS OF CONNECTION IN CONCRETE CHRISTY BOX
OF ADEQUATE SIZE TO ACCOMODATE CONNECTIONS, SHUTOFFS, ETC. SEE
MECHANICAL, ELECTRICAL, PLUMBING DRAWINGS FOR ADDITIONAL
INFORMATION.
A
B
LOS MEDANOS
COLLEGE
(E) CONC WALK
(E) LANDSCAPE AREA
(E) BOLLARD,
TYP OF (3)
IV
I
(E) C
ONC
WA
I
LEGEND:
L-4001 CAMPUS SAFETY CENTER
MODULAR BUILDING UNDER THIS SCOPE
IV
2700 E LELAND ROAD, PITTSBURG, CA 94565
(E) CURB CUT
BUILDING NOT IN MODULAR SCOPE
LK
ROCK LINED SWALE - NOT IN MODULAR SCOPE
C
C
I
CONCRETE PAVING IN SCOPE
SLOPE DN 1" / 12" MAX
CONC SEAT WALL - NIC
ROCK LINED SWALE - NIC
PEDESTRIAN ENTRY FOR REFERENCE ONLY
NO.
ISSUE
DATE
SPLIT SYSTEM OUTDOOR UNIT - SEE MECHANICAL
VRF SYSTEM OUTDOOR UNIT - SEE MECHANICAL
CONC WALK NIC
D
D
12" W. (MIN) CONC
MOW STRIP BY
MODULAR
MANUFACTURER
IV
I
I
(E) FIRE LANE
(CONC PAVING)
IV
E
I
E
CAMPUS SAFETY
CENTER
IV
(E) CONC SWALE
(E) FIRE HYDRANT
F
F
(E) RETAINING WALL
SECURED PARKING AREA
(A.C. PAVING) - NIC
PIV
MECHANICAL EQUIPMENT
AND CONCRETE
EQUIPMENT PAD - IN
MODULAR CONTRACT COORDINATE WITH FENCE
NOT IN CONTRACT
IT
T
LI
E
A R CH
EC
C
FILE NO.7-C1
ED
NS
IDENTIFICATION STAMP
DIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
TROY PENNINGTON
C-31285
XX-XXXXXX
CONCRETE WALK NOT IN MODULAR
CONTRACT
NI
RENEWAL
DATE
O F C A LI F O
R
ARCHITECT'S STAMP
AC
DATE
FLS
SS
APPROVAL
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED
FOR THE PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB
TITLE BOX ABOVE AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER
PARTY WITHOUT THE WRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN
INSTRUMENT OF PROFESSIONAL SERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL
RIGHTS RESERVED COPYRIGHT © 2015.
I
IV(2)
(E) BLDG SC
E
AT
GOLF CART PARKING /
CHARGING AREA - NIC
ST
G
SS
Vault
G
A
5-31-17
I
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE
ARCHITECT AND ENGINEER.
SWING GATE - NIC
(E) CONC SWALE
H
H
CONSULTANT
(E) TENNIS COURTS
J
J
ENLARGED SITE PLAN MODULAR
PROJECT NO: 985-0007
DATE: 01.22.2016
I
1/25/2016 11:36:01 AM
IV
K
K
N
PARTIAL SITE PLAN
1" = 10'-0"
12
11
10
9
8
7
6
5
4
3
SHEET NO:
A1.01M
K3
2
1
MODULAR BID
PACKAGE
12
11
10
9
8
A
7
6
A
6' - 1 1/2"
5
K3
B
C
A3.21M
4
C.1
D
D.9
3
2
GENERAL NOTES
E
1.
CONSTRUCTION CONSISTS OF TWO COMPONENTS:
A. MODULAR BUILDINGS
B. SITE BUILT CONSTRUCTION
2.
SCOPE OF WORK IN THIS SET OF DOCUMENTS IS FOR MODULAR BUILDING
COMPONENTS ONLY.
3.
AN APPROXIMATE AREA HAS BEEN IDENTIFIED ON THE DRAWINGS FOR
MODULAR BUILDING COORDINATION REQUIRED WITH SITE BUILT
COMPONENTS. COORDINATION MAY NOT BE LIMITED TO THIS AREA.
MODULAR BUILDING MANUFACTURER IS RESPONSIBLE FOR
COORDINATION WITH ARCHITECT AND ARCHITECT'S CONSULTANTS FOR
INTERFACE OF ALL BUILDING SYSTEMS, INCLUDING BUT NOT LIMITED TO
CIVIL, STRUCTURAL, MECHANICAL, ELECTRICAL, FIRE ALARM,
WEATHERPROOFING, ETC.
4.
SITE BUILT COMPONENT WILL REQUIRE PENETRATION THROUGH MODULAR
BUILDING ROOF AND FLOOR SYSTEM. MODULAR BUILDING MANUFACTURER
SHALL ACCOUNT FOR COORDINATION REQUIRED.
5.
REQUIRED INTERIOR SIGNAGE IS SHOWN, BUT IS NOT PART OF THE
MODULAR CONTRACT.
6.
PROVIDE (2) 4"Ø SLEEVE AND (1) 2"Ø SLEEVE FROM CRAWL SPACE TO
ELECTRICAL ROOM FOR FUTURE LINE VOLTAGE, FIRE ALARM, ETC.
PROVIDED UNDER SITE-BUILT CONSTRUCTION CONTRACT.
7.
ALL DIMENSIONS ARE TO CENTERLINE OF OPENING, CENTERLINE OF GRID
OR FACE OF STUD, UNLESS OTHERWISE NOTED.
8.
UNLESS OTHERWISE NOTED, LOCATE DOORS 6" FROM NEAREST WALL
INTERSECTION.
5' - 0"
1' - 6"
08
A
A
02
04
1
1
1.1
1.1
06
RAMP, STAIRS, FLATWORK
AND ASSOCIATED RAILINGS,
ETC. BY SITE CONTRACTOR
4' - 6"
30" x 48" CLEAR
SPACE
B
1
ø
5'
0"
EOC
01
102
K7
A3.11M
07
5' - 0"
B
LOS MEDANOS
COLLEGE
RESTROOM
117
2
L-4001 CAMPUS SAFETY CENTER
2
LEGEND:
LOBBY
2700 E LELAND ROAD, PITTSBURG, CA 94565
SITE BUILT CONSTRUCTION - NIC
101
F3
A9.10M
NOT IN SCOPE
40' - 0"
C
C
17' - 0"
9' - 0"
MODULE 3
IS0 50 1
10' - 4"
5.6
12' - 0"
F
60' - 0"
C3
A3.11M
3' - 0"
5.8
HALL
118
107
PARKING
OFFICER
A
5' - 0"
118
IS0 00 2
3 1/8"
11' - 0 1/2"
9"
5' - 5 1/4"
12' - 0"
113A
IS0 50 7
115
PREBOOKING
/
BOOKING
115
B11
3' - 0"
8' - 0"
116A
114A
5' MIN
E
RENEWAL
DATE
O F C A LI F O
R
AC
DATE
FLS
SS
APPROVAL
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED
FOR THE PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB
TITLE BOX ABOVE AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER
PARTY WITHOUT THE WRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN
INSTRUMENT OF PROFESSIONAL SERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL
RIGHTS RESERVED COPYRIGHT © 2015.
7
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE
ARCHITECT AND ENGINEER.
12' - 0"
LOCKER
ROOM
XX-XXXXXX
ARCHITECT'S STAMP
MIN
5' - 6"
LOCKER
ROOM
IDENTIFICATION STAMP
DIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
ES0 00 1
IS0 00 2
5' - 0" CLR
6' - 0"
A3.21M
MODULE 1
C3
12' - 0"
H
G
AA
A5.01M
IS0 50 12
114
IS0 45 1
IT
5-31-17
3' - 0"
MEN
IS0 00 2
A R CH
TROY PENNINGTON
113
114
E
ED
NS
C-31285
IS0 50 7
5' - 6"
12' - 0"
AA
RESTROOM
WOMEN
AA
FILE NO.7-C1
E
IS0 00 1
116
5.8
6
IS0 50 7
Sim
IS0 50 7
116
7' - 0 3/4"
10' - 11 1/2"
IS0 50 7
117
6' - 0"
3' - 0"
A
B4
F
5.6
T
8' - 0"
111
C10
A2.01M
7
105
AT
9' - 0"
IS0 00 2
ELEC
B6 A5.01M B2
9 3/4"
RESTROOM
117
IS0 00 14
PATROL
/
REPORT
C11
A9.10M
06
IS0 00 1
IS0 00 13
112
IS0 00 4
C10
A2.01M
5
ST
MODULE 2
IS0 45 1
F3
A3.11M
EC
AA
POLICE
AIDE
EQUIP
E
108
IS0 00 13
IS0 00 4
3' - 0"
IS0 50 7
12' - 0"
IS0 00 13
112
108
H5
A9.10M
IS0 00 13
IS0 50 1
6
G
109
EVIDENCE
STORAGE
C
IS0 45 1
IS0 00 13
4
LI
COMBI TOILET / SINK, MFR: ACORN, MODEL #1449
119
RECORDS
3.8
60' - 0"
5
BREAK
ROOM
9' - 0"
GLASS MIRROR, MFR: BOBRICK, MODEL # B-165 2460
A
7' - 7 7/8"
WALL TYPE - SEE SHEET A9.00M
9' - 0"
48" GRAB BAR, MFR: BOBRICK, MODEL # B-6806 SERIES
110
7' - 8"
IS1 00 1
3' - 0"
IS0 50 1
DOOR TYPE - SEE SHEET A2.81M
3' - 0"
09
LOST &
FOUND
201
6' - 0"
36" GRAB BAR, MFR: BOBRICK, MODEL # B-6806 SERIES
3' - 0"
08
109
120
WASTE RECEPTACLE, O.F.O.I.
IS0 00 13
110
119
07
IS0 00 13
120
ES0 00 1
IS0 45 1
IS0 45 1
DATE
2' - 7"
9' - 8"
9' - 0"
3' - 0"
A
106
9' - 10 1/4"
06
IT
C
ISSUE
WINDOW TYPE - SEE SHEET A2.81M
D
13' - 0 3/4"
E
CORPORAL
K7
A9.10M
IS0 00 14
122
IS0 50 1
PAPER TOWEL DISPENSER, SURFACE MOUNTED, O.F.C.I.
106
122
4
TOILET PARTITION, MFR: BRADLEY, MODEL STAINLESS STEEL SERIES 700
FLOOR-TO-CEILING
IS0 50 1
B
B
3.4
5' - 0" CLR
9"
05
IS0 50 1
6' - 0"
04
121
121
MODULE 4
03
104
104B
G8
DISPATCH/
RECEPTION
COMBINATION SEMI-RECESSED TOILET TISSUE DISPENSER, SEAT COVER,
AND SANITARY NAPKIN DISPOSAL, MFR: BOBRICK, MODEL # B-3574
SOAP DISPENSER, SURFACE-MOUNTED, O.F.C.I.
K5
A9.10M
G11 A5.01M G6
LIEUTENANT
3.8
12' - 0"
02
INTERVIEW
IS0 50 0
IS0 50 1
9' - 0"
RESTROOM ACCESSORIES
01
MODULE 5
12' - 0"
3.4
IS0 50 1
101B
G4
A
3
103
22' - 0"
A3.21M
IS0 00 8
D
F11
A9.10M
G3
NOTE: ACCESSORIES TO BE STAINLESS STEEL, SEE SHEET A0.40
FOR MOUNTING HEIGHTS OF ACCESSORIES, ALL O.F.C.I. ACCESSORIES
TO BE APPROVED BY ARCHITECT AND DSA BEFORE INSTALLATION.
NO.
STORAGE
AREA REQUIRING COORDINATION
C10
MODULAR CONSTRUCTION
H7
A9.10M
7' - 1 5/8"
3
5'-0" MIN CLR
1/2" = 1'-0"
5' - 4 7/8"
ES0 00 1
A
AREA REQUIRING COORDINATION WITH SITE BUILT
ENLARGED RESTROOM PLAN
(RESTROOM 115 SIM O.H.)
10' - 7 1/4"
10' - 5 1/2"
3' - 0"
A
D
7' - 10 1/4"
A
15' - 6 1/2"
NI
6' - 0"
H
CONSULTANT
5' MIN
A5.01M B8
IS0 45 1
AA
03
107
8
5
113B
8
ES0 00 1
(7) SINGLE TIER LOCKERS
(1) ACCESSIBLE REQ'D.
09
4
(7) SINGLE TIER LOCKERS
(1) ACCESSIBLE REQ'D.
3
J
J
CANOPY ABOVE, TYP
2
K1
A3.11M
11' - 1 1/2"
6' - 6"
10' - 11"
13' - 4"
FLOOR PLAN MODULAR
1
11' - 5 1/2"
17' - 6"
PROJECT NO: 985-0007
9' - 2"
DATE: 01.22.2016
17' - 6"
22' - 6"
40' - 0"
1/25/2016 11:36:05 AM
#
= MODULE NUMBER
N
K
A
B
D
D.9
E
FLOOR PLAN - MODULAR
1/4" = 1'-0"
12
11
10
9
8
7
6
5
4
N
3
KEY PLAN
K3
1/16" = 1'-0"
2
1
K
SHEET NO:
A2.01M
MODULAR BID
PACKAGE
12
11
10
9
8
7
6
A
5
B
C
4
C.1
D
D.9
3
2
1
GENERAL NOTES
E
1.
CONSTRUCTION CONSISTS OF TWO COMPONENTS:
A. MODULAR BUILDINGS
B. SITE BUILT CONSTRUCTION
2.
SCOPE OF WORK IN THIS SET OF DOCUMENTS IS FOR MODULAR BUILDING
COMPONENTS ONLY.
3.
MODULAR BUILDING MANUFACTURER IS RESPONSIBLE FOR COORDINATION
WITH ARCHITECT AND ARCHITECT'S CONSULTANTS FOR INTERFACE OF ALL
BUILDING SYSTEMS, INCLUDING BUT NOT LIMITED TO STRUCTURAL,
MECHANICAL, WEATHERPROOFING, ETC.
4.
SITE BUILT COMPONENT WILL REQUIRE PENETRATION THROUGH MODULAR
BUILDING COMPONENT ROOF AND FLOOR SYSTEM. MODULAR BUILDING
MANUFACTURER SHALL ACCOUNT FOR COORDINATION REQUIRED.
5.
SITE BUILT ROOF HIDDEN IN THIS VIEW FOR CLARITY.
6.
ROOF STRUCTURE INDICATED IS FLAT WITH TAPERED INSULATION
CREATING THE SLOPE. MODULAR MANUFACTURER MAY SUGGEST
ALTERNATE FOR SLOPED STRUCTURE. ALTERNATE MUST BE CLEARLY
IDENTIFIED IN BID PROPOSAL.
A
A
1
1
1.1
1.1
B
B
ROOFING KEYNOTE LEGEND
2
2
C
3' - 1 1/2"
1
PARAPET CAP
2
MANUFACTURER'S STANDARD DOOR CANOPY
3
SINGLE PLY MEMBRANE ROOFING SYSTEM O/
TAPERED RIGID INSULATION (4" MIN THICKNESS)
4
ALUMINUM SUNSHADE
5
ROOF DRAIN AND OVER FLOW
6
NOT USED
7
ROOFING CRICKET
8
AREA UNDER SITE-BUILT ROOF - EXPOSED METAL DECK
LOS MEDANOS
COLLEGE
L-4001 CAMPUS SAFETY CENTER
2700 E LELAND ROAD, PITTSBURG, CA 94565
C
1
NO.
3
ISSUE
DATE
3
RD
OD
15' - 6 3/8"
3.4
14' - 2"
3.4
OPEN TO
BELOW
D
1/4" MIN.
SLOPE
AREA REQUIRING COORDINATION WITH SITE BUILT
3.8
4
RIDGE
K9
E
1/4" MIN.
SLOPE
A9.10M
5
5.6
F
TYP.
3.8
4
E
8
5
60' - 0"
5
D
5.6
RD
F
OD
5.8
5.8
RIDGE
5
RD
OD
6
6
FILE NO.7-C1
SLOPE DN 1/4" / 12" MIN
IT
LI
C
A R CH
T
IDENTIFICATION STAMP
DIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
TROY PENNINGTON
TYP.
RIDGE
1
7
E
A
RENEWAL
DATE
NI
G
AT
3
XX-XXXXXX
5-31-17
ST
G
C-31285
1/4" MIN.
SLOPE
4
E
ED
NS
EC
1/4" MIN.
SLOPE
SLOPE DN 1/4" / 12" MIN
O F C A LI F O
R
AC
DATE
FLS
SS
TYP.
ARCHITECT'S STAMP
RIDGE
APPROVAL
1/4" MIN.
SLOPE
TYP.
7
1/4" MIN.
SLOPE
7
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED
FOR THE PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB
TITLE BOX ABOVE AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER
PARTY WITHOUT THE WRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN
INSTRUMENT OF PROFESSIONAL SERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL
RIGHTS RESERVED COPYRIGHT © 2015.
H
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE
ARCHITECT AND ENGINEER.
H
SLOPE DN 1/4" / 12"
SLOPE DN 1/4" / 12"
CONSULTANT
OD
RD
5
RIDGE
RD
OD
4' - 0"
8
4' - 0"
8
2
J
2
6' - 10"
J
5' - 0"
ROOF PLAN - MODULAR
PROJECT NO: 985-0007
1/25/2016 11:36:06 AM
DATE: 01.22.2016
N
K
A
B
D
D.9
E
ROOF PLAN - MODULAR
1/4" = 1'-0"
12
11
10
9
8
7
6
5
4
K
3
SHEET NO:
A2.14M
K3
2
1
MODULAR BID
PACKAGE
12
11
10
9
8
7
6
A
5
B
C
4
C.1
D
D.9
3
2
1
GENERAL NOTES
E
1.
CONSTRUCTION CONSISTS OF TWO COMPONENTS:
A. MODULAR BUILDINGS
B. SITE BUILT CONSTRUCTION
2.
SCOPE OF WORK IN THIS SET OF DOCUMENTS IS FOR MODULAR BUILDING
COMPONENTS ONLY.
3.
AN APPROXIMATE AREA HAS BEEN IDENTIFIED ON THE DRAWINGS FOR
MODULAR BUILDING COORDINATION REQUIRED WITH SITE BUILT
COMPONENTS. COORDINATION MAY NOT BE LIMITED TO THIS AREA.
MODULAR BUILDING MANUFACTURER IS RESPONSIBLE FOR
COORDINATION WITH ARCHITECT AND ARCHITECT'S CONSULTANTS FOR
INTERFACE OF ALL BUILDING SYSTEMS, INCLUDING BUT NOT LIMITED TO
CIVIL, STRUCTURAL, MECHANICAL, ELECTRICAL, FIRE ALARM,
WEATHERPROOFING, ETC.
4.
SITE BUILT COMPONENT WILL REQUIRE PENETRATION THROUGH MODULAR
BUILDING ROOF AND FLOOR SYSTEM. MODULAR BUILDING MANUFACTURER
SHALL ACCOUNT FOR COORDINATION REQUIRED.
5.
REQUIRED INTERIOR SIGNAGE IS SHOWN, BUT IS NOT PART OF THE
MODULAR CONTRACT.
6.
PROVIDE (2) 4"Ø SLEEVE AND (1) 2"Ø SLEEVE FROM CRAWL SPACE TO
ELECTRICAL ROOM FOR FUTURE LINE VOLTAGE, FIRE ALARM, ETC.
PROVIDED UNDER SITE-BUILT CONSTRUCTION CONTRACT.
7.
ALL DIMENSIONS ARE TO CENTERLINE OF OPENING, CENTERLINE OF GRID
OR FACE OF STUD, UNLESS OTHERWISE NOTED.
8.
UNLESS OTHERWISE NOTED, LOCATE DOORS 6" FROM NEAREST WALL
INTERSECTION.
A
A
1
1
1.1
1.1
EOC
B
102
B
LEGEND:
2
2
LOS MEDANOS
COLLEGE
L-4001 CAMPUS SAFETY CENTER
SITE BUILT CONSTRUCTION - NIC
2700 E LELAND ROAD, PITTSBURG, CA 94565
NOT IN SCOPE
LOBBY
MODULAR CONSTRUCTION
101
C
C
WINDOW TYPE - SEE SHEET A2.81M
B
3
3.4
STORAGE
104
103
DOOR TYPE - SEE SHEET A2.81M
IS1 00 1
WALL TYPE - SEE SHEET A9.00M
NO.
ISSUE
DATE
3
C
DISPATCH/ RECEPTION
122
RF1 B1
P4
LIEUTENANT
121
C1 B1
P1
INTERVIEW
201
FINISH SYMBOL LEGEND
3.4
FINISH SCHEDULE BOX:
IT
106
RF1 B1
P1
D
3.8
FLOORING
FINISH
WALL
FINISH
3.8
CT1 RB1
P1* WP1
* SEE FINISH
PLAN KEYNOTES
4
4
CORPORAL
120
C1 B1
P1
EVIDENCE STORAGE
108
SC1 B1
P1
1, 2, 3
BASE FINISH
WAINSCOT
FINISH
FINISH PLAN
KEYNOTES
P6
EXTENT OF ACCENT FINISH
8
SEE FINISH PLAN KEYNOTE
EVIDENCE
STORAGE
D
CORNER GUARD CG1
108
BREAK ROOM
119
RF1 B1
P1,4
5
E
RECORDS
109
RF1 B1
P1
INTERIOR MATERIALS LEGEND
C1
5
POLICE AIDE EQUIP
112
RF1 B1
P1
RESILIENT LINOLEUM SHEET FLOORING
MANUFACTURER: FORBO
PRODUCT:
MARMOLEUM
TEXTURE:
STRIATO
COLOR:
FRESH WALNUT 5229
T1
CERAMIC FLOOR TILE
MANUFACTURER: DAL-TILE
PRODUCT:
KEYSTONES
COLOR:
TO BE SELECTED BY ARCHITECT
F
5.6
T2
CERAMIC WALL TILE
MANUFACTURER: DAL-TILE
PRODUCT:
MODERN DIMENSIONS
COLOR:
TO BE SELECTED BY ARCHITECT
PARKING OFFICER
118
RF1 B1
P1
5.8
WP1
FRP WALL PANELS
MANUFACTURER: MARLITE
PRODUCT:
INDURO
COLOR:
TITANIUM
B1
RUBBER BASE
MANUFACTURER:
PRODUCT:
COLOR:
ELEC
105
PATROL / REPORT
111
RF1 B1
P1
5.6
5.8
6
F
JOHNSONITE
TRADITIONAL 4"
TO BE SELECTED BY ARCHITECT
FILE NO.7-C1
MEN
114
RF1 B1
P1
WOMEN
116
RF1 B1
P1
7
PREBOOKING / BOOKING
113
RF1 RF1
WP1
1
7
INTERIOR PAINT ACCENT COLOR
MANUFACTURER: TBD
PRODUCT:
COLOR: "GRAY" (TO MATCH EP2)
P3
INTERIOR PAINT ACCENT COLOR
MANUFACTURER:
PRODUCT:
COLOR: "RED" (TO MATCH EP3)
P4
SC1
LI
IDENTIFICATION STAMP
DIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
C-31285
XX-XXXXXX
5-31-17
G
P2
IT
TROY PENNINGTON
E
AT
RESTROOM
117
T1 T2
T4
INTERIOR PAINT
MANUFACTURER: TBD
PRODUCT:
COLOR: "WHITE" (TO MATCH EP1)
ST
G
RESTROOM
115
T1 T2
T4
A R CH
T
P1
E
ED
NS
EC
C
6
PATCRAFT
RF1
REF.
HALL
107
RF1 B1
P1
CARPET TILE
MANUFACTURER:
PRODUCT:
TEXTURE:
COLOR:
RENEWAL
DATE
A
LOST & FOUND
110
RF1 B1
P1
NI
E
O F C A LI F O
R
ARCHITECT'S STAMP
AC
DATE
FLS
SS
APPROVAL
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED
FOR THE PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB
TITLE BOX ABOVE AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER
PARTY WITHOUT THE WRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN
INSTRUMENT OF PROFESSIONAL SERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL
RIGHTS RESERVED COPYRIGHT © 2015.
INTERIOR PAINT ACCENT COLOR
MANUFACTURER:
PRODUCT:
COLOR: ACCENT COLOR TBD
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE
ARCHITECT AND ENGINEER.
SEALED CONCRETE
H
H
CONSULTANT
8
8
J
J
FINISH PLAN MODULAR
PROJECT NO: 985-0007
1/25/2016 11:36:10 AM
DATE: 01.22.2016
N
K
A
B
D
D.9
E
FINISH PLAN
1/4" = 1'-0"
12
11
10
9
8
7
6
5
4
K
3
SHEET NO:
A2.31M
K3
2
1
MODULAR BID
PACKAGE
12
11
10
9
8
7
6
5
4
ILLUMINATED EXIT SIGN NOTES
1. EXIT DOORS SHALL BE MARKED WITH AN APPROVED EXIT SIGN READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL.
2.
3.
A
EXIT ACCESS DOORS SHALL BE MARKED WITH AN APPROVED EXIT SIGN READILY VISIBLE FROM ANY DIRECTION OF EGRESS TRAVEL. EXIT SIGNS ARE NOT REQUIRED IN ROOMS OR AREAS
THAT REQUIRE ONLY ONE EXIT OR EXIT ACCESS.
#
101B
104B
106
107
108
109
110
112
113A
113B
114
115
116
117
118
119
120
121
122
ILLUMINATED EXIT SIGNS ARE SHOWN ON THE ARCHITECTURAL CEILING PLAN FOR REFERENCE ONLY. REFER TO ELECTRICAL PLANS FOR SIGNS.
2.
"LABEL" SHALL MEAN "FIRE ASSEMBLY" AS DEFINED IN 2013 CBC SECTION 716.5.
3.
FIRE DOORS AND FIRE WINDOWS SHALL HAVE AN APPROVED LABEL OR LISTING MARK INDICATING THE FIRE PROTECTION RATING, WHICH IS PERMANENTLY AFFIXED AT THE FACTORY WHERE
FABRICATION AND ASSEMBLY ARE DONE. (2013 CBC SECTIONS 716.5.7.1 AND 716.5.8.3)
4.
ALL 60-MINUTE RATED ASSEMBLIES SHALL BE PROVIDED WITH APPROVED GASKETING MATERIAL SO INSTALLED TO PROVIDE A SEAL WHERE THE DOOR MEETS THE STOP ON BOTH SIDES AND
ACROSS THE TOP. THE DOOR AND FRAME SHALL BEAR AN APPROVED LABEL OR OTHER IDENTIFICATION SHOWING THE RATING THEREOF, FOLLOWED BY THE LETTER "S". (2013 CBC SECTION
716.5.7.3)
5.
FIRE RATED DOOR FRAMES SHALL BE INSTALLED STRICTLY PER MANUFACTURER'S PRINTED INSTRUCTIONS. (NFPA 80.)
6.
ROOMS NOTED AS INCIDENTAL USE AREAS SHALL HAVE DOORS THAT ARE SELF-CLOSING OR AUTOMATIC-CLOSING UPON DETECTION OF SMOKE. DOORS SHALL NOT HAVE AIR TRANSFER
OPENINGS AND SHALL NOT BE UNDERCUT IN EXCESS OF THE CLEARANCE PERMITTED IN ACCORDANCE WITH NFPA 80, TABLE 1-11.4.
7.
ALL HAND-ACTIVATED DOOR OPENING HARDWARE, HANDLES, PULLS, LATCHES, LOCKS, AND OTHER OPERATING DEVICES ON ACCESSIBLE DOORS SHALL HAVE A SHAPE THAT IS EASY TO
GRASP WITH ONE HAND AND DOES NOT REQUIRE TIGHT GRASPING, TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE. HARDWARE SHALL BE CENTERED BETWEEN 34" AND 44" ABOVE
THE FLOOR. LATCHING AND LOCKING DOORS THAT ARE HAND-ACTIVATED AND WHICH ARE IN A PATH OF TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT BY LEVER-TYPE HARDWARE,
PANIC BARS, PUSH-PULL ACTIVATING BARS OR OTHER HARDWARE DESIGNED TO PROVIDE PASSAGE. LOCKED EXIT DOORS SHALL OPERATE AS ABOVE IN EGRESS DIRECTION. (2013 CBC 11B-309)
8.
2
1
DOOR SCHEDULE MODULAR
DOOR NOTES:
1. ALL RATED DOORS ARE TO BE POSITIVE LATCHING AND SELF-CLOSING.
B
3
DOOR AND WINDOW SIZES MAY NOT BE ALTERED WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT.
W
3' - 0"
3' - 0"
3' - 0"
3' - 0"
3' - 0"
3' - 0"
3' - 0"
3' - 0"
3' - 0"
3' - 0"
3' - 0"
3' - 0"
3' - 0"
3' - 0"
3' - 0"
3' - 0"
3' - 0"
3' - 0"
3' - 0"
H
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
7' - 0"
DOOR
THICK
TYPE
1 3/4"
NV
1 3/4"
F
1 3/4"
F
1 3/4"
NV
1 3/4"
F
1 3/4"
F
1 3/4"
F
1 3/4"
F
1 3/4"
SV
1 3/4"
NV
1 3/4"
F
1 3/4"
F
1 3/4"
F
1 3/4"
F
1 3/4"
F
1 3/4"
F
1 3/4"
F
1 3/4"
F
1 3/4"
FV
MATL
HM
WD
WD
HM
WD
WD
WD
WD
HM
HM
WD
WD
WD
WD
WD
WD
WD
WD
WD
FINISH TYPE
P
S
ST
S
ST
S
P
S
ST
S
ST
S
ST
S
ST
S
P
S
P
S
ST
S
ST
S
ST
S
ST
S
ST
S
ST
S
ST
S
ST
S
ST
SF
MATL
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
HM
AL
FRAME
HEAD
K7/A2.81M
K7/A2.81M
K7/A2.81M
H1/A8.31M
K7/A2.81M
K7/A2.81M
K7/A2.81M
K7/A2.81M
K7/A2.81M
H1/A8.31M
K7/A2.81M
K7/A2.81M
K7/A2.81M
K7/A2.81M
K7/A2.81M
K7/A2.81M
K7/A2.81M
K7/A2.81M
H1/A8.31M
FINISH
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
P
FF
JAMB
K5/A2.81M
K5/A2.81M
K5/A2.81M
K1/A8.31M
K5/A2.81M
K5/A2.81M
K5/A2.81M
K5/A2.81M
K5/A2.81M
K1/A8.31M
K5/A2.81M
K5/A2.81M
K5/A2.81M
K5/A2.81M
K5/A2.81M
K5/A2.81M
K5/A2.81M
K5/A2.81M
K1/A8.31M
RATING
FIRE
STC
45
45
45
45
45
45
45
45
45
45
45
THRESH
H1/A2.81M
H1/A2.81M
-
HDW GROUP
REMARKS
02
DELETE SEALS, THRESHOLD
06
05
02
05
05
05
05
06
07
04
03
04
03
01
01
01
01
01
A
B
LOS MEDANOS
COLLEGE
L-4001 CAMPUS SAFETY CENTER
Hardware Group 01
3
1
1
1
1
EA
EA
EA
SET
EA
HINGES
OFFICE
STD IC CORE
SEALS
WALL STOP
5BB1HW 4.5x4.5 NRP
CL3151
8000-6
5050CL
WS407CCV
C
652
626
626
CLR
626
IVES
CORBIN-RUSSWIN
CORBIN-RUSSWIN
NGP
IVES
3
1
1
1
1
EA
EA
EA
SET
EA
HINGES
PRIVACY
SURFACE CLOSER
SEALS
WALL STOP
5BB1HW 4.5x4.5 NRP
CL3120
4111 AVB EDA
5050CL
WS407CCV
Hardware Group 02
1
1
1
1
1
1
1
1
1
1
1
1
1
EA
EA
EA
EA
EA
EA
EA
EA
EA
SET
EA
EA
EA
CONT HINGES
ELEC PANIC
POWER TRANSFER
MORTISE CYLINDER
STD IC CORE
PULL
SURFACE CLOSER
DOOR SWEEP
KICKPLATE
SEALS
THRESHOLD
POWER SUPPLY
CARD READER
Hardware Group 06
Hardware Group 03
652
626
689
CLR
626
IVES
CORBIN-RUSSWIN
LCN
NGP
IVES
3
1
1
1
EA
EA
EA
EA
HINGES
COMMUNICATING
STD IC CORE
WALL STOP
5BB1HW 4.5x4.5 NRP
CL3162
8000-6
WS407CCV
652
626
626
626
IVES
CORBIN-RUSSWIN
CORBIN-RUSSWIN
IVES
2700 E LELAND ROAD, PITTSBURG, CA 94565
LEGEND
F
FLUSH
FV
FULL VISION
HV
HALF VISION
HL
HALF LOUVER
NV
NARROW VISION
SV
SECURITY VISION
(LOUVER WHERE OCCURS)
Hardware Group 04
24HD EPT
RX-3547A-L-17
EPT10
1080-CT6 x CYLINDER COLLAR
8000-6
VR900-NL
4111 AVB EDA
200NA
8400 10" x 34" B4E
628
626
689
626
626
626
689
CL
630
PER DETAIL
AL
PS914 900-2RS
LGR
BY ACCESS CONTROL SUPPLIER
Hardware Group 07
IVES
VON DUPRIN
VON DUPRIN
CORBIN-RUSSWIN
CORBIN-RUSSWIN
IVES
LCN
NGP
IVES
3
1
1
1
1
2
EA
EA
EA
SET
EA
EA
HINGES
PUSH/PULL
SURFACE CLOSER
SEALS
WALL STOP
KICKPLATE
5BB1HW 4.5x4.5 NRP
8200 / 8103EZ
4111 AVB EDA
5050CL
WS407CCV
8400 10" x 34" B4E
652
626
689
CLR
626
630
IVES
IVES
LCN
NGP
IVES
IVES
1
1
1
1
1
1
1
1
1
1
1
1
1
1
Hardware Group 05
NGP
VON DUPRIN
3
1
1
1
EA
EA
EA
EA
HINGES
STOREROOM
STD IC CORE
WALL STOP
5BB1HW 4.5x4.5 NRP
CL3157
8000-6
WS407CCV
652
626
626
626
IVES
CORBIN-RUSSWIN
CORBIN-RUSSWIN
IVES
EA
EA
EA
EA
EA
EA
EA
EA
EA
SET
EA
EA
EA
EA
CONT HINGES
POWER TRANSFER
MORTISE CYLINDER
STD IC CORE
PULL
SURFACE CLOSER
ELECTRIC STRIKE
DOOR SWEEP
KICKPLATE
SEALS
THRESHOLD
POWER SUPPLY
CARD READER
LATCH GUARD
24HD EPT
EPT10
1080-CT6 x CYLINDER COLLAR
8000-6
VR900-NL
4111 AVB EDA
7110
200NA
8400 10" x 34" B4E
628
689
626
626
626
689
626
CL
630
IVES
VON DUPRIN
CORBIN-RUSSWIN
CORBIN-RUSSWIN
IVES
LCN
ADAMS RITE
NGP
IVES
F
PER DETAIL
AL
PS914 900-2RS
LGR
BY ACCESS CONTROL SUPPLIER
FV
HV
HL
NV
C
NO.
ISSUE
DATE
SV
NGP
VON DUPRIN
D
D
DOOR LEGEND
1/4" = 1'-0"
3
K7
B1
LEVEL 3 BULLET
RESISTANCE GLAZING
6' - 6"
4' - 8"
K5
K5
A2.81M
A2.81M
SIM
7' - 2"
A2.81M
SIM
1' - 0"
5' - 0"
7' - 6"
6"
A8.31M
E
6' - 0"
K5
8' - 9"
4' - 2"
3
A2.81M SIM
1' - 10"
A2.81M SIM
A2.81M SIM
4
A2.81M SIM
K7
K7
K7
1' - 10"
6"
4' - 0"
E
GENERAL NOTES:
1. CONTRACTOR IS SOLELY RESPOBISBLE FOR MEANS AND
METHODS.SEQUENCE IS SHOWN FOR CLARITY TO OVERLAPPNG
MATERIAL ONLY.
2. CHECK ALL CONDITIONS TO ENSURE COVERAGE AND OVERLAP OF
MULTIPLE PIECES. PATCH AS NECESSARY.
3. SELF-ADHERING WATERPROOF MEMBRANE SHALL NOT BE STAPLED AT
EDGES AND JOINTS (EXCEPTION TO ALLOW AT OUTER EDGES TO SECURE
DURING WEATHER (WINDY)CONDITIONS.
4. PRIMER TO BE USED IN APPLYING S.A.F. TO SHEATHING AND FRAME
OPENING.
5. TOP OF J-MOLD AT JAMBS TO BE TUCKED UNDER OUTER EDGES OF
HEAD FLASHING. SAME SELF-ADHERING WATERPROOFING
MEMBRANE PRODUCT SHALL BE USED IN WINDOW INSTALL AND
LATH PROCEDURES.
6. ALL SEALANTS USED AT WINDOWS SHALL BE
COMPATIBLE WITH S.A.F.
K5
A2.81M
SIM
F1
A8.31M
SIM
SIM
A2.81M
3' - 0"
A2.81M
6" DIA LEVEL 3 BULLET
RESISTANCE SPEAKTHROUGH (SST)
K7
2' - 6"
FINISH FLOOR
TWO-WAY TRANSPARENT
MIRROR GLAZING
(HEAT STRENGTHENED)
K7
2
2' - 10"
9"
5
2' - 10"
11
D1
A8.31M
SIM
10
12
B
E
12" MIN.
F
1
B
D
B
C
B
B
A
NOTES:
1.
F
B
AA
SAME AS 'A' WITH
OBSCURE GLAZING
PROVIDE TEMPERED GLAZING WHERE REQUIRED BY CODE.
13
WINDOW LEGEND
1/4" = 1'-0"
(3) MIN. JAMB ANCHORS PER SIDE, SHOP
WELDED TO FRAME. LOCATE ABV. HINGE
REINFORCEMENTS ON HINGE SIDE AND
DIRECTLY OPPOSITE ON STRIKE SIDE.
H
INSTALL BUILDING PAPER UNDER 9" SILL MEMBRANE FLAP THEN ADHERE MEMBRANE TO
PAPER
10 INSTALL BUILDING PAPER UP TO EDGE OF FRAME JAMBS AND THEN UP 9" ABOVE EDGE
OF HEAD. (ONLY ONE JAMB SHOWN FOR CLARITY)
2
APPLY PREFABRICATED CORNER REINFORCING AT ALL SILL CORNERS
3
APPLY PRIMER PRIOR TO HEAD AND JAMB MEMBRANE INSTALLATION
4
INSTALL 9" MEMBRANE FLASHING 3" INTO OPENING PER DETAIL TO BOTH
JAMBS (ONLY ONE SIDE SHOWN FOR CLARITY)
12 INSTALL GSM HEAD FLASHING (APPLY SEALANT BEAD BETWEEN WINDOW & FLASHING)
INSTALL 9" MEMBRANE FLASHING AT HEAD
13 INSTALL 9" MEMBRANE FLASHING AT HEAD, REFER TO DRAWING ABOVE FOR OVERLAP.
5
STEEL STUD JAMB FRMG. BEYOND.
2
1
BOXED STEEL STUD JAMB FRAMING.
NOTE:
1. FOR OPENINGS UP TO AND INCLUDING 3'-5". REFER TO DETAIL K3/FOR LARGER OPENINGS
2. FOR USE IN INTERIOR NON-LOAD BEARING WALLS ONLY.
3. DETAIL PROVIDED AS A MINIMUM STANDARD. MODULAR BUILDING
MANUFACTURER'S DETAIL MAY VARY, BUT SHALL MEET OR EXCEED
STANDARD.
16 GA. (MIN) FLOOR CLIPS SECURED TO
FLOOR ASSEMBLY w/ (2) ANCHORS
(MIN), TYP. EA. SIDE
11 INSTALL 6" MEMBRANE FLASHING OVER PLASTER J-TRIM AND BUILDING PAPER AND
THEN UP 6" ABOVE EDGE OF HEAD, BOTH JAMBS (ONLY ONE SIDE SHOWN FOR
CLARITY)
NOTE:
SEE JAMB DETAILS
FOR ADDITIONAL INFO.
3"
9
14" MAX.
APPLY PRIMER TO SILL, THEN INSTALL 12" SILL MEMBRANE FLASHING
INTO OPENING 3" (IT SHOULD BE EQUAL TO WIDTH OF WINDOW PLUS
WIDTH OF EACH JAMB FLASHING) LEAVE 9" BOTTOM EDGE FREE FOR
FUTURE INSTALLATION OF BUILDING PAPER.
FLOOR FINISH SEE PLAN
C
CONT. SHT. MTL. FLASHING
FORMED AS SHOWN AND WITH
HEMMED EDGE UNDER
THRESHOLD, EXTEND FROM
UNDER THRESHOLD AND INTO
EXPANSION MATERIAL
E
RENEWAL
DATE
A
G
O F C A LI F O
R
ARCHITECT'S STAMP
AC
DATE
FLS
SS
APPROVAL
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED
FOR THE PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB
TITLE BOX ABOVE AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER
PARTY WITHOUT THE WRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN
INSTRUMENT OF PROFESSIONAL SERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL
RIGHTS RESERVED COPYRIGHT © 2015.
1/2"
MAX
1/2" MAX.
8" MAX.
RUNNER TRACK TO MATCH SIZE AND GA.
OF STUDS. CUT FLANGES, BEND WEB UP
AND FASTEN TO STUD w/ (2) #10 S.M.S.
ADA COMPLIANT ALUM.
THRESHOLD SET IN FULL
BED OF MASTIC
XX-XXXXXX
5-31-17
AT
DOOR FRAME
BEYOND
C-31285
ST
G
IDENTIFICATION STAMP
DIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
TROY PENNINGTON
NI
STEEL STUD CRIPPLE FRMG. TO
MATCH WALL STUD SIZE.
IT
LI
A2.81M A2.81M
STEEL STUD CRIPPLE FRAMING TO
MATCH WALL STUD SIZE.
9
ATTACH THRESHOLD w/ #10
FH CONC. SCREWS @ 12" O.C.
MAX. - 2" MAX. FROM EA. END
- SET SCREWS IN SEALANT
E
A R CH
T
8
K3
ED
NS
EC
STEEL STUD BOX HEADER FRMG., SEE
1/4"
MAX
H3
1
1
FILE NO.7-C1
DOOR AS SCHEDULED
9"
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE
ARCHITECT AND ENGINEER.
CONC. WALK
H
SEALANT
CONSULTANT
COMPRESSIBLE FILLER
14 PROVIDE CONSISTENT JOINT BETWEEN J-TRIM AND WINDOW FRAME. HEAD FLASHING
SHALL LAP OVER JAMB J METAL (NOT SHOWN)
1/2" TYP.
1/25/2016 11:36:14 AM
K
JAMB MEMBRANE
FLASHING INTO
OPENING
SILL
MEMBRANE
FLASHING
MEMBRANE FLASHING AT JAMB / SILL
1 1/2" = 1'-0"
12
11
STEEL STUD CRIPPLE FRMG - MATCH
WALL STUD GA. & SIZE
RUNNER STEEL TRACK TO MATCH
WALL STUD GA. & SIZE
5/8" TYPE 'X'
GYP. BD.
CONT. SEALANT
BEAD, TYP. BOTH
SIDES
METAL FLASHING
AP
RL G
E
N
OV HI
N. LAS
I
M F
2" MB
JA
NOTE:
WINDOW NOT
SHOWN FOR CLARITY
DBL. STUD JAMB
FRMG., TYP.
GYP BD, TYP.
HEAD
MEMBRANE
FLASHING INTO
OPENING
HEAD MEMBRANE
FLASHING OVER
HEAD DRIP
FLASHING
SILL MEMBRANE
FLASHING (NOT
HATCHED FOR
CLARITY)
OBSTRUCTION, TYP. BOTH SIDES
NOTE:
WINDOW NOT
SHOWN FOR
CLARITY
JAMB MEMBRANE
FLASHING (OVER JTRIM)
MEMBRANE FLASHING AT HEAD
K11
1 1/2" = 1'-0"
10
9
H.M. DOOR FRAME
DOOR, PER SCHED.
FRAME DEPTH TO BE DETERMINED
6" = 1'-0"
7
INTERIOR H.M. DOOR JAMB
K7
6" = 1'-0"
6
5
J
DOOR FRAME
CARPET
RESILIENT FLOORING
DOOR & WINDOW
SCHEDULE / DETAILS
18 GA. (MIN) STEEL RUNNER TRACK - SIZE
TO MATCH WALL STUDS.
1/16"
1.
3.
DOOR OPENING
SEE DOOR SCHED.
H1
DOOR
1/16" 1-16
NOTE:
DOOR PER SCHED.
3" = 1'-0"
STEEL STUD BOX HEADER. (2) 6", 18 GA. STUDS.
2.
JAMB ANCHOR
PER DOOR MFR.
INTERIOR H.M. DOOR HEAD
8
CONT. SEALANT BEAD,
TYP. BOTH SIDES
H.M. DOOR FRAME
BY OVERALL WALL THICKNESS +1"
K9
5/8" TYPE 'X'
GYP. BD.
ALUM THRESHOLD AT EXTERIOR DOOR
H3
ALTERNATE OPTION AS AN ALTERNATE (FOR INTERIOR CONDITION ONLY), IN LIEU OF
WELDING, CUT FLANGES AND EXTEND WEB 3" BEYOND EA. SIDE
AND ATTACH FLANGES TO JAMB STUDS w/ (4) #10 S.M.S. PER
FLANGE.
NOTE:
PROVIDE LABELED DOOR
AND FRAME AT RATED
CONDITION.
FRAME DEPTH TO BE DETERMINES
JAMB MEMBRANE
FLASHING INTO
OPENING
3" = 1'-0"
4" MIN. TO WALL OR
BOX HEADER
WHERE OCCURS,
SEE K3/- FOR
ADDITIONAL INFO.
DOOR OPENING
SEE DOOR SCHED.
PRE-FAB
CORNERS
UNDER SILL
MEMBRANE
FLASHING
STEEL STUD FRAMING,
TYP.
6"
J
NOTE:
PROVIDE LABELED DOOR
AND FRAME AT RATED
CONDITION.
2" MIN. OVERLAP JAMB FLASHING
JAMB MEMBRANE
FLASHING OVER
PLASTER J-TRIM
3" = 1'-0"
STEEL STUD INTERIOR DOOR HEADER
H5
3/8" U.O.N.
1/2" = 1'-0"
DOOR ANCHORS AT STUD WALL
H9
BY OVERALL WALL THICKNESS +1"
WINDOW FLASHING AT WINDOWS
ALTERNATE OPTIONAS AN ALTERNATE (FOR INTERIOR CONDITION
ONLY), IN LIEU OF WELDING, BEND WEB &
FASTEN w/ (2) #10 S.M.S. AND ATTACH
FLANGES TO JAMB STUDS w/ (2) #10 S.M.S.
PER FLANGE.
STEEL STUD JAMB FRMG. BEYOND.
FOR INTERIOR OPENINGS GREATER THAN 8'-0" AND UP TO 14'-0" OR EXTERIOR
OPENINGS GREATER THAN 3'-5" AND UP TO 8'-0".
AT EXTERIOR WALL CONDITION, HEADER STUDS AND RUNNING TRACKS SHALL
MATCH WALL STUD GA.
DETAIL PROVIDED AS A MINIMUM STANDARD. MODULAR BUILDING
MANUFACTURER'S DETAIL MAY VARY, BUT SHALL MEET OR EXCEED STANDARD.
STEEL STUD DOOR HEADER
K5
3" = 1'-0"
4
3
K3
PROJECT NO: 985-0007
CONC. SLAB
DATE: 01.22.2016
VINYL THRESHOLD/
FLOORING TRANSITION
K
NOTE:
SHEET NO:
VINYL THRESHOLD/FLOORING TRANSITION SHALL BE CENTERED BELOW DOOR
THRESHOLD CARPET TO RESILIENT FLOORING
3" = 1'-0"
2
1
K1
A2.81M
MODULAR BID
PACKAGE
12
11
10
9
8
7
6
5
4
3
2
1
GENERAL NOTES:
1
A
1.1
2
D1
D8
A3.21
A3.21
3
3.4
3.8
4
5
5.6
5.8
6
7
8
1.
CONSTRUCTION CONSISTS OF TWO COMPONENTS:
A. MODULAR BUILDINGS
B. SITE BUILT CONSTRUCTION
2.
SCOPE OF WORK IN THIS SET OF DOCUMENTS IS FOR MODULAR BUILDING
COMPONENTS ONLY.
3.
MODULAR BUILDING MANUFACTURER IS RESPONSIBLE FOR COORDINATION
WITH ARCHITECT AND ARCHITECT'S CONSULTANTS FOR INTERFACE OF ALL
BUILDING SYSTEMS, INCLUDING BUT NOT LIMITED TO CIVIL, STRUCTURAL,
MECHANICAL, ELECTRICAL, FIRE ALARM, WEATHERPROOFING, ETC.
4.
SITE BUILT COMPONENT WILL REQUIRE PENETRATION THROUGH MODULAR
BUILDING ROOF AND FLOOR SYSTEM. MODULAR BUILDING
MANUFACTURER SHALL ACCOUNT FOR COORDINATION REQUIRED.
5.
INSTALL CEMENT PLASTER IN CONFORMANCE WITH CBC SECTION 2512.
6.
COORDINATE CONNECTION OF SITE-BUILT EXTERIOR BUILDING FINISHES TO
MODULAR BUILDING EXTERIOR FINISHES. SEE FLOOR PLAN AND SECTIONS
FOR POINTS OF CONNECTION.
A
SITE-BUILT COMPONENTS
SHOWN FOR REFERENCE ONLY
T.O. ROOF
18' - 10 1/2"
7
5
2
7
1
6
T.O. MODULAR
PARAPET
FRAMING
12' - 6"
2' - 6"
MP2
B
PAINTED STL CANOPY BY
MODULAR MANUF (EP1)
2' - 6"
B
2' - 6"
ROOF DRAIN OVERFLOW,
TYP OF (3) THIS ELEVATION
L-4001 CAMPUS SAFETY CENTER
FINISH FLOOR
0"
2' - 6"
A
A
CP1
F9
A
A
AA
4
TYP.
3
TYP.
AA
2700 E LELAND ROAD, PITTSBURG, CA 94565
AA
EXTERIOR ELEVATION KEYNOTE LEGEND
A9.10M
C
LOS MEDANOS
COLLEGE
C
1
CEMENT PLASTER FINISH
2
MODULAR MANUFACTURER'S STANDARD TRIM AT MOD LINE
3
ALUMINUM STOREFRONT WINDOW SYSTEM
4
ALUMINUM CEMENT PLASTER REVEAL
5
ALUMINUM SUNSHADE
6
PRE-FINISHED ALUMINUM CAP FLASHING
7
EXTERIOR LIGHT FIXTURE - SEE ELECTRICAL
M
WINDOW TYPE - SEE SHEET A2.81M
NO.
WEST ELEVATION
1/4" = 1'-0"
8
7
6
5.8
5.6
5
4
3.8
3.4
3
2
1.1
C3
1
D
ISSUE
DATE
D
T.O. ROOF
18' - 10 1/2"
SITE BUILT COMPONENT
HIDDEN FOR CLARITY
EXTERIOR FINISH MATERIALS
CP1
CEMENT PLASTER
MANUFACTURER:
PRODUCT:
TEXTURE:
COLOR:
CP2
CEMENT PLASTER
MANUFACTURER:
PRODUCT:
TEXTURE:
COLOR:
MP1
CORRUGATED METAL PANEL
MANUFACTURER:
PRODUCT:
COLOR:
MP2
METAL CAP FLASHING
MANUFACTURER:
PRODUCT:
COLOR:
MP3
METAL FASCIA PANELS
MANUFACTURER:
PRODUCT:
COLOR:
EP1
EXTERIOR PAINT
MANUFACTURER:
PRODUCT:
COLOR:
EP2
EXTERIOR PAINT
MANUFACTURER:
PRODUCT:
COLOR:
6
T.O. MODULAR
PARAPET
FRAMING
12' - 6"
7
2' - 6"
2' - 6"
E
2' - 6"
2' - 6"
OPEN TO
BEYOND
FINISH FLOOR
0"
3
AA
CP1
TYP.
AA
A
PLY1
PLY1
F
4
TYP.
1
TYP.
P4
BUILDING TIE-IN
ROOF DRAIN OVERFLOW TYP OF (2) THIS ELEVATION
EAST ELEVATION
1/4" = 1'-0"
E
F
F3
IT
T
LI
E
A R CH
EC
C
FILE NO.7-C1
ED
NS
IDENTIFICATION STAMP
DIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
TROY PENNINGTON
C-31285
XX-XXXXXX
E
D.9
D
C.1
C
B
A
A
K3
B
A3.21M
C
C.1
D
D.9
RENEWAL
DATE
NI
E
AT
G
ST
G
A
5-31-17
O F C A LI F O
R
ARCHITECT'S STAMP
E
AC
DATE
FLS
SS
APPROVAL
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED
FOR THE PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB
TITLE BOX ABOVE AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER
PARTY WITHOUT THE WRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN
INSTRUMENT OF PROFESSIONAL SERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL
RIGHTS RESERVED COPYRIGHT © 2015.
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE
ARCHITECT AND ENGINEER.
T.O. ROOF
18' - 10 1/2"
H
T.O. ROOF
18' - 10 1/2"
H
5
6
5
1
6
TYP.
2' - 6"
4
7
2' - 6"
TYP.
2' - 6"
2' - 6"
8" H. x 3" D. INTERNALLY ILLUMINATED
CHANNEL LETTERS - ARIAL TYPE FACE
3
7
T.O. MODULAR
PARAPET
FRAMING
12' - 6"
2' - 6"
P1
2' - 6"
P4
CONSULTANT
T.O. MODULAR
PARAPET
FRAMING
12' - 6"
J
2' - 6"
OPEN TO
BEYOND
BUILDING TIE-IN
B1
D
2' - 6"
2' - 6"
2' - 6"
J
FINISH FLOOR
0"
A
BUILDING TIE-IN
FINISH FLOOR
0"
F9
F9
A9.10M
A9.10M
1/25/2016 11:36:19 AM
PROJECT NO: 985-0007
1
4
DATE: 01.22.2016
TYP.
K
K
NORTH ELEVATION
1/4" = 1'-0"
12
11
10
9
8
7
SOUTH ELEVATION
K7
1/4" = 1'-0"
6
5
EXTERIOR ELEVATIONS
- MODULAR
4
3
2
1
K1
SHEET NO:
A3.11M
MODULAR BID
PACKAGE
12
11
10
9
8
7
6
A
5
B
4
C C.1
K3
3
D
2
1
GENERAL NOTES
D.9
A3.21M
1.
CONSTRUCTION CONSISTS OF TWO COMPONENTS:
A. MODULAR BUILDINGS
B. SITE BUILT CONSTRUCTION
2.
SCOPE OF WORK IN THIS SET OF DOCUMENTS IS FOR MODULAR BUILDING
COMPONENTS ONLY.
3.
MODULAR BUILDING MANUFACTURER IS RESPONSIBLE FOR COORDINATION
WITH ARCHITECT AND ARCHITECT'S CONSULTANTS FOR INTERFACE OF ALL
BUILDING SYSTEMS, INCLUDING BUT NOT LIMITED TO CIVIL, STRUCTURAL,
MECHANICAL, ELECTRICAL, FIRE ALARM, WEATHERPROOFING, ETC.
4.
SITE BUILT COMPONENTS WILL REQUIRE PENETRATION THROUGH MODULAR
BUILDING ROOF AND FLOOR SYSTEM. MODULAR BUILDING MANUFACTURER
SHALL ACCOUNT FOR COORDINATION REQUIRED.
5.
BASIS OF DESIGN SHOWN IN BUILDING SECTIONS IS CONCRETE FILLED METAL
PAN DECK FLOOR FRAMING SYSTEM OVER CRAWL SPACE. SLAB-ON-GRADE
CONSTRUCTION IS ALSO ACCEPTABLE. MANUFACTURER SHALL SUBMIT
PROPOSED FLOOR SYSTEM TO ARCHITECT AND DISTRICT FOR APPROVAL
PRIOR TO SUBMITTING BID. PROVIDE RAT SLAB AT CRAWL SPACE WITH AREA
DRAINS STUBBED TO 5' FROM BUILDING FOR SITE CONTRACTOR'S
CONNECTION TO STORM DRAINAGE SYSTEM.
6.
MODULAR BUILDING MANUFACTURER IS RESPONSIBLE FOR THE DESIGN AND
INSTALLATION OF CONCRETE FOOTING AND FOUNDATION SYSTEM
SUPPORTING MODULAR BUILDING COMPONENTS. MODULAR BUILDING
MANUFACTURER SHALL COORDINATE THE INSTALLATION AND DESIGN OF
THESE ELEMENTS WITH DESIGN AND INSTALLATION OF FOOTING AND
FOUNDATION SYSTEMS FOR SITE BUILT ELEMENTS.
A
A
T.O. ROOF
18' - 10 1/2"
SINGLE-PLY MEMBRANE
ROOFING O/ TAPERED RIGID
INSULATION O/ METAL DECK
T.O. MODULAR
PARAPET
FRAMING
12' - 6"
ALUM SUNSHADE
B
7.
PREBOOKING /
BOOKING
HALL
107
113
CONC FILLED MTL DECK
CONC FOUNDATION
SYSTEM
8.
FINISH FLOOR
0"
B
SITE BUILT COMPONENT IS DESIGNED TO BE STRUCTURALLY INDEPENDANT
OF THE MODULAR STRUCTURE. MOVEMENT JOINTS BETWEEN THE TWO
STRUCTURES ARE NOT PART OF THE MODULAR CONTRACT.
WHILE MODULAR MANUFACTURER IS NOT RESPONSIBLE FOR INSTALLATION
OF MOVEMENT JOINTS, COORDINATION OF INTERSECTION OF MODULAR
COMPONENTS WITH DESIGN TEAM TO DEVELOP INTERSECTION DETAILS
WITH SITE BUILT COMPONENTS IS PART OF THE SCOPE.
L-4001 CAMPUS SAFETY CENTER
PROJECT WILL ULTIMATELY GO THROUGH DIVISION OF THE STATE
ARCHITECT (DSA) FOR REVIEW. WHILE NOT REQUIRED, PC DRAWINGS FOR
MODULAR BUILDING COMPONENETS ARE PREFERRED TO FACILITATE
REVIEW.
C
LOS MEDANOS
COLLEGE
2700 E LELAND ROAD, PITTSBURG, CA 94565
C
NO.
BUILDING SECTION
1/4" = 1'-0"
ISSUE
DATE
LEGEND:
C3
SITE BUILT CONSTRUCTION - NIC
NOT IN SCOPE
D
D
A
B
C
K3
C.1
D
D.9
MODULAR CONSTRUCTION
E
A3.21M
MODULAR MANUFACTURER COORDINATION
WITH DESIGN TEAM REQUIRED
T.O. ROOF
18' - 10 1/2"
12"
1 1/2"
SINGLE-PLY MEMBRANE
ROOFING O/ TAPERED RIGID
INSULATION O/ METAL DECK
E
E
T.O. MODULAR
PARAPET
FRAMING
12' - 6"
ALUM SUNSHADE
DISPATCH/
RECEPTION
LIEUTENANT
CONC FILLED MTL DECK
F
122
121
CONC MOW STRIP
HALL
INTERVIEW
107
104
STORAGE
F
103
CONC FOUNDATION
SYSTEM
FINISH FLOOR
0"
IT
T
LI
E
A R CH
EC
C
FILE NO.7-C1
ED
NS
IDENTIFICATION STAMP
DIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
TROY PENNINGTON
C-31285
XX-XXXXXX
1/4" = 1'-0"
G3
RENEWAL
DATE
NI
E
AT
BUILDING SECTION
G
ST
G
A
5-31-17
O F C A LI F O
R
ARCHITECT'S STAMP
1
1.1
2
3
3.4
3.8
4
5
5.6
5.8
6
7
8
G3
C3
A3.21M
A3.21M
AC
DATE
FLS
SS
APPROVAL
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED
FOR THE PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB
TITLE BOX ABOVE AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER
PARTY WITHOUT THE WRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN
INSTRUMENT OF PROFESSIONAL SERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL
RIGHTS RESERVED COPYRIGHT © 2015.
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE
ARCHITECT AND ENGINEER.
T.O. ROOF
18' - 10 1/2"
H
H
CONSULTANT
SINGLE-PLY MEMBRANE
ROOFING O/ TAPERED RIGID
INSULATION O/ METAL DECK
T.O. MODULAR
PARAPET
FRAMING
12' - 6"
COORDINATE
INTERFACE
J
J
LOBBY
HALL
101
107
RECORDS
PATROL / REPORT
109
111
PREBOOKING /
BOOKING
BUILDING SECTIONS MODULAR
CONC FILLED MTL DECK
113
CONC FOUNDATION
SYSTEM
FINISH FLOOR
0"
PROJECT NO: 985-0007
1/25/2016 11:36:23 AM
DATE: 01.22.2016
K
K
BUILDING SECTION
1/4" = 1'-0"
12
11
10
9
8
7
6
5
4
3
SHEET NO:
A3.21M
K3
2
1
MODULAR BID
PACKAGE
12
11
10
9
WP1
A
8
7
6
5
4
WP1
3
P4
2
1
A
P4
03
P4
OPEN TO
BEYOND
06
07
09
PL1
PL1
09
CT2
B
B1
B1
113 BOOKING
B11
1/4" = 1'-0"
1/4" = 1'-0"
111 PATROL/REPORT
B8
1/4" = 1'-0"
111 PATROL/REPORT
B6
B
A9.10M
A9.10M
113 BOOKING
B1
B1
B1
111 PATROL/REPORT
B4
1/4" = 1'-0"
1/4" = 1'-0"
B2
LOS MEDANOS
COLLEGE
L-4001 CAMPUS SAFETY CENTER
RESTROOM ACCESSORIES
2700 E LELAND ROAD, PITTSBURG, CA 94565
NOTE: ACCESSORIES TO BE STAINLESS STEEL, SEE SHEET A0.40
FOR MOUNTING HEIGHTS OF ACCESSORIES, ALL O.F.C.I. ACCESSORIES
TO BE APPROVED BY ARCHITECT AND DSA BEFORE INSTALLATION.
P1
C
P1
P1
P1
01
COMBINATION SEMI-RECESSED TOILET TISSUE DISPENSER, SEAT COVER,
AND SANITARY NAPKIN DISPOSAL, MFR: BOBRICK, MODEL # B-3574
02
SOAP DISPENSER, SURFACE-MOUNTED, O.F.C.I.
03
TOILET PARTITION, MFR: BRADLEY, MODEL STAINLESS STEEL SERIES 700
FLOOR-TO-CEILING
04
PAPER TOWEL DISPENSER, SURFACE MOUNTED, O.F.C.I.
05
WASTE RECEPTACLE, O.F.O.I.
06
36" GRAB BAR, MFR: BOBRICK, MODEL # B-6806 SERIES
07
48" GRAB BAR, MFR: BOBRICK, MODEL # B-6806 SERIES
08
GLASS MIRROR, MFR: BOBRICK, MODEL # B-165 2460
09
COMBI TOILET / SINK, MFR: ACORN, MODEL #1449
04
08
06
C
NO.
ISSUE
DATE
02
07
T2
T2
T2
01
T2
D
117 RESTROOM (115 SIM OPP HAND)
117 RESTROOM (115 SIM OPP HAND)
D11
1/4" = 1'-0"
1/4" = 1'-0"
D8
117 RESTROOM (115 SIM OPP HAND)
1/4" = 1'-0"
D6
117 RESTROOM (115 SIM OPP HAND)
D
D4
1/4" = 1'-0"
E
E
DIAGONALLY HATCHED AREA
NOT IN MODULAR SCOPE, TYP
TOP OF WALL IN
MODULAR SCOPE
P1
P1
F
F
STL COLUMN UNDER SITEBUILT CONTRACT COORDINATE W/ ARCHITECT
STL COLUMN UNDER SITEBUILT CONTRACT COORDINATE W/ ARCHITECT
P1
P1
PL1
PL1
FILE NO.7-C1
P1
A R CH
IT
T
LI
E
ED
NS
EC
C
PL1
IDENTIFICATION STAMP
DIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
TROY PENNINGTON
B1
B1
B1
C-31285
E
AT
RENEWAL
DATE
A
G
ST
G
XX-XXXXXX
5-31-17
A9.10M
NI
B1
B1
O F C A LI F O
R
ARCHITECT'S STAMP
122 DISPATCH
1/4" = 1'-0"
122 DISPATCH
G11
1/4" = 1'-0"
122 DISPATCH
G8
1/4" = 1'-0"
122 DISPATCH
G6
G4
1/4" = 1'-0"
INTERIOR MATERIALS LEGEND
C1
302
2' - 7 1/4" W
326
4' - 3" W
15" D
15" D
D5
B5
A9.10M
A9.10M
2' - 0"
H
1' - 11"
MICRO.
3' - 3"
RF1
MICRO.
P4
2' - 10"
154
3' - 0" W
24" D
B7
B1
RESILIENT LINOLEUM SHEET FLOORING
MANUFACTURER: FORBO
PRODUCT:
MARMOLEUM
TEXTURE:
STRIATO
COLOR:
FRESH WALNUT 5229
1/25/2016 11:36:27 AM
1/4" = 1'-0"
K3
T2
CERAMIC WALL TILE
MANUFACTURER: DAL-TILE
PRODUCT:
MODERN DIMENSIONS
COLOR:
TO BE SELECTED BY ARCHITECT
WP1
FRP WALL PANELS
MANUFACTURER: MARLITE
PRODUCT:
INDURO
COLOR:
TITANIUM
B1
RUBBER BASE
MANUFACTURER:
PRODUCT:
COLOR:
CONSULTANT
JOHNSONITE
TRADITIONAL 4"
TO BE SELECTED BY ARCHITECT
P1
INTERIOR PAINT
MANUFACTURER: TBD
PRODUCT:
COLOR: "WHITE" (TO MATCH EP1)
P2
INTERIOR PAINT ACCENT COLOR
MANUFACTURER: TBD
PRODUCT:
COLOR: "GRAY" (TO MATCH EP2)
P3
INTERIOR PAINT ACCENT COLOR
MANUFACTURER:
PRODUCT:
COLOR: "RED" (TO MATCH EP3)
P4
INTERIOR PAINT ACCENT COLOR
MANUFACTURER:
PRODUCT:
COLOR: ACCENT COLOR TBD
K
SC1
J
INTERIOR ELEVATIONS
PROJECT NO: 985-0007
DATE: 01.22.2016
K
SHEET NO:
SEALED CONCRETE
A5.01M
12
11
10
9
8
7
6
5
4
3
APPROVAL
H
A9.10M A9.10M
119 BREAKROOM
SS
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE
ARCHITECT AND ENGINEER.
CERAMIC FLOOR TILE
MANUFACTURER: DAL-TILE
PRODUCT:
KEYSTONES
COLOR:
TO BE SELECTED BY ARCHITECT
H1
FLS
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED
FOR THE PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB
TITLE BOX ABOVE AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER
PARTY WITHOUT THE WRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN
INSTRUMENT OF PROFESSIONAL SERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL
RIGHTS RESERVED COPYRIGHT © 2015.
PATCRAFT
T1
J
254
1' - 3" W
24" D
CARPET TILE
MANUFACTURER:
PRODUCT:
TEXTURE:
COLOR:
AC
DATE
2
1
MODULAR BID
PACKAGE
12
11
10
9
8
7
6
A
5
3
2
1
REFLECTED CEILING PLAN GENERAL NOTES
K3
B
4
C
A3.21M
C.1
D
D.9
E
1.
SEE SHEET A2.31M FOR MATERIALS LEGEND.
2.
ELEVATIONS SHOWN ARE RELATIVE TO FINISH FLOOR.
3.
ALL GYP. BOARD CEILINGS AND UNDERSIDE OF SOFFITS TO BE PAINTED P1
U.O.N.
4.
SEE SHEET A9.60M FOR TYPICAL CEILING DETAILS.
5.
UNLESS OTHERWISE NOTED, CENTER ACOUSTICAL CEILING GRID IN
ROOM IN BOTH DIRECTIONS.
6.
SEE ELECTRICAL DRAWINGS FOR LUMINAIRE SCHEDULE.
A
A
1
1
1.1
1.1
B
B
REFLECTED CEILING PLAN LEGEND
LOS MEDANOS
COLLEGE
AC1, UNLESS OTHERWISE NOTED ON
CEILING PLAN
2
L-4001 CAMPUS SAFETY CENTER
2
GYPSUM BOARD CEILING O/ MTL STUD FRAMING
2700 E LELAND ROAD, PITTSBURG, CA 94565
CEILING HEIGHT ABOVE FINISH FLOOR
11'-0"
C
SUSPENDED LIGHT FIXTURE -SEE ELECTRICAL
C
RECESSED DOWNLIGHT FIXTURE - SEE ELECTRICAL
NO.
3
G3
SURFACE MOUNTED LIGHT FIXTURE - SEE ELECTRICAL
INTERVIEW
122
A3.21M
2x4 LIGHT FIXTURE - SEE ELECTRICAL
104
LIEUTENANT
3.4
3.4
OPEN TO
ABOVE
121
DATE
PENDANT LIGHT FIXTURE - SEE ELECTRICAL
3
DISPATCH/
RECEPTION
ISSUE
OPEN TO
ABOVE
9' - 0"
EXTERIOR LIGHT FIXTURE - SEE ELECTRICAL
IT
D
EMERGENCY EXIT SIGN - SEE ELECTRICAL
D
106
RECESSED LINEAR FIXTURE - SEE ELECTRICAL
3.8
3.8
MOD-LINE BEAMS
9' - 0"
AREA REQUIRING COORDINATION WITH SITE BUILT
4
CORPORAL
120
9' - 0"
E
BREAK ROOM
119
5
9' - 0"
PARKING OFFICER
5.6
F
118
4
EVIDENCE
STORAGE
108
LOST & FOUND
RECORDS
110
109
E
9' - 0"
9' - 0"
5
POLICE AIDE
EQUIP
EQ
112
EQ
5.6
F
9' - 0"
PATROL / REPORT
5.8
5.8
EQ
111
9' - 0"
9' - 0"
6
EQ
6
FILE NO.7-C1
A R CH
IT
117
115
TROY PENNINGTON
C-31285
ST
E
AT
G
RENEWAL
DATE
O F C A LI F O
R
AC
DATE
FLS
SS
9' - 0"
HALL
ARCHITECT'S STAMP
EQ
6' - 0"
EQ
7
7
MEN
116
114
113
6' - 0"
WOMEN
PREBOOKING /
BOOKING
APPROVAL
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED
FOR THE PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB
TITLE BOX ABOVE AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER
PARTY WITHOUT THE WRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN
INSTRUMENT OF PROFESSIONAL SERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL
RIGHTS RESERVED COPYRIGHT © 2015.
107
H
XX-XXXXXX
5-31-17
G
9' - 0"
IDENTIFICATION STAMP
DIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
A
RESTROOM
NI
RESTROOM
T
LI
E
ED
NS
EC
C
9' - 0"
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE
ARCHITECT AND ENGINEER.
9' - 0"
H
C3
A3.21M
9' - 0"
LOCKER
ROOM
LOCKER
ROOM
116A
114A
EQ
CONSULTANT
9' - 0"
8
8
J
J
STL CANOPY - PAINT EP1
REFLECTED CEILING
PLAN - MODULAR
PROJECT NO: 985-0007
1/25/2016 11:36:28 AM
DATE: 01.22.2016
K
K
N
A
B
D
D.9
E
REFLECTED CEILING PLAN - MODULAR
1/4" = 1'-0"
12
11
10
9
8
7
6
5
4
3
SHEET NO:
A6.01M
K3
2
1
MODULAR BID
PACKAGE
12
11
10
9
8
7
6
5
4
3
2
1
2 LAYERS BUILDING PAPER
HEADER - SEE STRL
FOR SIZES
9" S.A.F.
A
A
3 COAT CEMENT
PLASTER SYSTEM O/
SELF-FURRING LATH
6" S.A.M.
8" S.A.M.
RIGID INSULATION O/ MAT
FACED GYP SHEATHING
J BEAD W/ WEEP
METAL FLASHING SLOPED TO DRAIN
ALUM WINDOW
5/8" GYP BD
L TRIM & SEALANT
B
B
WINDOW HEAD
AT CEMENT PLASTER
3" = 1'-0"
B1
LOS MEDANOS
COLLEGE
L-4001 CAMPUS SAFETY CENTER
SHIM AS REQUIRED
ALUM WINDOW
2700 E LELAND ROAD, PITTSBURG, CA 94565
3/4" MDF WINDOW SILL
WITH SEALANT
SEALANT
C
4" S.A.M.
C
NO.
ISSUE
DATE
1' - 0" S.A.M.
J-BEAD (NO WEEP)
o/ WINDOW FIN
RIGID INSULATION O/ MAT
FACED GYP SHEATHING
D
D
BUILDING PAPER
WINDOW SILL AT CEMENT PLASTER
3" = 1'-0"
D1
2 LAYERS BUILDING PAPER
RIGID INSULATION O/ MAT
FACED GYP SHEATHING
J MOLD
BACKER ROD & SEALANT
(1/4" MIN.-3/8" MAX)
E
E
6" S.A.M.
8" S.A.M.
ALUM WINDOW
L TRIM & SEALANT
5/8" GYP BD
F
F
WALL - TYPE PER PLAN
MTL CORNER BEAD
WINDOW JAMB
AT CEMENT PLASTER
3" = 1'-0"
F1
FILE NO.7-C1
C
A R CH
IT
T
LI
E
ED
NS
EC
NOTE:
PROVIDE LABELED DOOR AND
FRAME AT RATED CONDITION.
IDENTIFICATION STAMP
DIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
TROY PENNINGTON
C-31285
A
RENEWAL
DATE
NI
E
AT
G
ST
G
XX-XXXXXX
5-31-17
12" S.A.F. TO WRAP
INTO DOOR OPENING
O F C A LI F O
R
8" S.A.F. OVER G.S.M. DRIP
6" S.A.F. OVER J-MOLD
CONT.
SEALANT
BEAD
ARCHITECT'S STAMP
J-MOLD PLASTER STOP,
PAINT TO MATCH PLASTER
FINISH
SS
APPROVAL
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE
ARCHITECT AND ENGINEER.
A8.31M
SEALANT
FLS
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED
FOR THE PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB
TITLE BOX ABOVE AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER
PARTY WITHOUT THE WRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN
INSTRUMENT OF PROFESSIONAL SERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL
RIGHTS RESERVED COPYRIGHT © 2015.
METAL DRIP FLASHING
"I", PAINT TO MATCH
DOOR FRAME, SEE K3
ANCHOR
PER
AC
DATE
HM FRAME PER SCHEDULE
DOOR PER SCHEDULE
FRAME WIDTH TO BE DETERMINED
H
H
BY OVERALL WALL WIDTH + 1 1/4"
CONSULTANT
H.M. DOOR HEAD AT PLASTER FINISH
3" = 1'-0"
VARIES
3/8"
3/8"
J
NOTE:
PROVIDE LABELED DOOR AND
FRAME AT RATED CONDITION.
SHT. MTL. DIVERTER
FLASHING w/ 1/2" LEG
SLOPE
H1
J-BEAD PLASTER STOP
WITH BACKER ROD &
SEALANT
JAMB ANCHOR PER DOOR MFR.
S.A.F., WRAP INTO
DOOR OPENING
DOOR PER SCHED.
H.M. DOOR FRAME
J
4"
EXTERIOR WINDOW /
DOOR DETAILS
4"
THRESHOLD FLASHING "G"
8"
SLOPE TO
DRAIN
VARIES
PROJECT NO: 985-0007
MIN.
MIN. TO WALL
OR OBSTRUCTION, DOOR OPENING
TYP. BOTH SIDES SEE DOOR SCHED.
K
VARIES
HEAD FLASHING "I"
3" = 1'-0"
11
10
9
8
7
6
5
4
K
TRESHOLD FLASHING "H"
DOOR FLASHING PROFILES
12
4"
4"
1/25/2016 11:36:30 AM
2"
1/
DBL. STUD JAMB
FRMG., TYP.
CONT. SEALANT BEAD
3/8"
3"
DATE: 01.22.2016
3
K3
H.M. DOOR JAMB AT PLASTER FINISH
3" = 1'-0"
2
1
K1
SHEET NO:
A8.31M
MODULAR BID
PACKAGE
12
11
10
9
8
7
6
5
4
3
2
1
NOTE: ELECTRICAL BOXES ON OPPOSITE
SIDES OF WALL SHOULD BE OFFSET
FROM EACH OTHER A MINIMUM OF 24"
3/8" BULLET RESISTANT
FIBERGLASS PANEL
PROTECTION LEVEL 2
A
6" X 20GA METAL
STUDS @ 16" O.C.
(2) LAYERS 5/8" GYPSUM BOARD
NOTE: WHERE FACE LAYER OF
GYPSUM BOARD OF THIS WALL
DOES NOT ALIGN WITH THE GYPSUM
BOARD FINISH OF AN ADJACENT
WALL TYPE, ADDITIONAL LAYER(S)
OF GYPSUM BOARD SHALL BE
ADDED ALONG THE ADJACENT
WALL TO ALIGN THE FINISHES. THE
ADDITIONAL LAYER(S) SHALL
CONTINUE UNTIL THE SURFACE IS
INTERRUPTED BY AN INTERSECTING
WALL, COLUMN, OR OTHER
NATURAL TRANSITION POINT.
5/8" DENSSHIELD
TILE BACKER BOARD
A
1/2" MAT FACED GYP BOARD
5/8" GYPSUM BOARD
3 5/8" x 20GA MTL
STUDS @ 16"O.C. (MAX)
6" x 20 GA METAL STUDS
@ 16" O.C.
VENEER ONE SIDE
ACOUSTIC BATT INSULATION
5/8" GYP
5/8" GYP (1 SIDE)
FIRE RATING: NA.
GA FILE NO.: NA
ACOUSTICAL RATING: NA
B
FIRE RATING: NA.
GA FILE NO.: NA
ACOUSTICAL RATING: NA2
FIRE RATING: NA
GA FILE NO.: NA
ACOUSTICAL RATING: 50
PENETRATIONS: ACOUST. SEAL
ALTERNATE
6" MTL GYP-BULLET/GYP
3" = 1'-0"
3" = 1'-0"
3 5/8" MTL GYP / VENEER
IS0-50-00
3" = 1'-0"
NOTE: WHERE FACE LAYER OF GYPSUM BOARD OF
THIS WALL DOES NOT ALIGN WITH THE GYPSUM
BOARD FINISH OF AN ADJACENT WALL TYPE,
ADDITIONAL LAYER(S) OF GYPSUM BOARD SHALL BE
ADDED ALONG THE ADJACENT WALL TO ALIGN THE
FINISHES. THE ADDITIONAL LAYER(S) SHALL CONTINUE
UNTIL THE SURFACE IS INTERRUPTED BY AN
INTERSECTING WALL, COLUMN, OR OTHER NATURAL
TRANSITION POINT.
5/8" HIGH IMPACT
GYP BD
C
6" MTL 2GYP/1GYP
IS0-00-11
B
IS0-50-07
LOS MEDANOS
COLLEGE
L-4001 CAMPUS SAFETY CENTER
2700 E LELAND ROAD, PITTSBURG, CA 94565
6" x 20GA MTL STUD
@ 16" O.C. (MAX)
C
5/8" GYP
(1 LAYER EA. SIDE)
(2) LAYERS 5/8" GYP. BOARD
NO.
3 5/8" X 20 GA METAL
STUDS @ 16" O.C.
ISSUE
DATE
3 5/8" x 20 GA METAL STUDS @
16" O.C., TYPICAL
5/8" GYP. BOARD
5/8" GYP (1 SIDE)
BATT INSULATION
FRP ONE SIDE
FIRE RATING: NA.
GA FILE NO.: NA
ACOUSTICAL RATING: NA
D
FIRE RATING: 0 HOUR
GA FILE NO.: NA
ACOUSTICAL RATING: 50-54
PENETRATIONS: ACOUST. SEAL
3 5/8" MTL IMPACT GYP-FRP / GYP
3" = 1'-0"
FIRE RATING: N/A
GA FILE NO.: N/A
ACOUSTICAL RATING: N/A
3-5/8" MTL 2GYP/1GYP
IS0-00-12
3" = 1'-0"
D
6" MTL / GYP EA SIDE
IS0-50-01
3" = 1'-0"
IS0-00-08
3 5/8" x 20 GA METAL
STUDS @ 16" O.C. (MAX)
E
E
5/8" TYPE "X" EA. SIDE
5/8" GYPSUM BOARD
5/8" GYPSUM BOARD
3 5/8" x 20GA METAL
STUDS @ 16" O.C. (MAX)
3 5/8" X 20GA METAL STUDS
@ 16" O.C., TYPICAL
3/4" PLYWOOD
BATT INSULATION
BATT INSULATION
FIRE RATING: N/A
GA FILE NO.: N/A
ACOUSTICAL RATING: N/A
F
FIRE RATING: N/A
GA FILE NO.: N/A
ACOUSTICAL RATING: 45
FIRE RATING: N/A
GA FILE NO.: N/A
ACOUSTICAL RATING: N/A
3 5/8" MTL PLY/GYP
3" = 1'-0"
3 5/8" MTL FURRING
IS0-00-13
3" = 1'-0"
F
3-5/8" MTL GYP / GYP
IS0-00-04
3" = 1'-0"
IS0-45-01
IT
T
LI
E
A R CH
EC
C
FILE NO.7-C1
ED
NS
IDENTIFICATION STAMP
DIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
TROY PENNINGTON
C-31285
6" X 20GA METAL
STUDS @ 16" O.C.
5/8" GYPSUM BOARD
5/8" DENSSHIELD
3" = 1'-0"
A
R
AC
DATE
FLS
SS
APPROVAL
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED
FOR THE PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB
TITLE BOX ABOVE AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER
PARTY WITHOUT THE WRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN
INSTRUMENT OF PROFESSIONAL SERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL
RIGHTS RESERVED COPYRIGHT © 2015.
FIRE RATING: N/A
GA FILE NO.: N/A
ACOUSTICAL RATING: N/A
6" MTL PLY / GYP
O F C A LI F O
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE
ARCHITECT AND ENGINEER.
FIRE RATING: N/A
GA FILE NO.: N/A
ACOUSTICAL RATING: N/A
H
RENEWAL
DATE
ARCHITECT'S STAMP
TILE/ VENEER
3/4" PLYWOOD
E
NI
G
AT
3 5/8" x 20GA METAL
STUDS @ 16" O.C. (MAX)
ST
G
XX-XXXXXX
5-31-17
H
CONSULTANT
3-5/8" MTL / VEN. 1 SIDE
IS0-00-14
3" = 1'-0"
NOTE: WHERE GYP. SHTG. IS INSTALLED
OVER STRUCTURAL SHTG., THE LENGTH
OF FASTENERS SHALL BE INCREASED
BY AN AMOUNT EQUAL TO THE
THICKNESS OF THE STRUCTURAL SHTG.
IS0-00-01
5/8" TYPE 'X' GYP. BOARD
(1 LAYER )
(2 LAYERS) GRADE "D" BLDG. PAPER
J
J
6" X 20GA METAL STUDS
@ 16" O.C., TYPICAL
EXTERIOR & INTERIOR
WALL ASSEMBLIES
1" RIGID INSULATION
3 COAT CEMENT PLASTER SYSTEM
SELF-FURRING METAL LATH
PROJECT NO: 985-0007
BATT INSULATION
DATE: 01.22.2016
1/25/2016 11:36:32 AM
5/8" MAT FACED GYP
FIRE RATING: N/A
GA FILE NO.: N/A
ACOUSTICAL RATING: N/A
K
K
6" MTL W/ PLASTER W/1"RIGID
3" = 1'-0"
12
11
10
9
8
7
6
5
4
3
2
ES0-00-01
1
SHEET NO:
A9.00M
MODULAR BID
PACKAGE
10
9
8
7
6
5
4
3
2 X 6 FLAT BLOCKING
P-LAM. COUNTERTOP, UNO
- SEE FINISH SCHEDULE
FOR MORE INFORMATION
2
6 X 16 GA. CONTINUOUS
SHEET METAL STUD
COUNTERTOP WITH INTEGRAL BACK
SPLASH, SIDE SPLASH (WHERE
OCCURS), AND FACE PIECE OVER
3/4" PLYWD. AS REQUIRED FOR
COUNTER AND LAVATORY SUPPORT
1'-0" U.O.N.
WIRE PULLS, TYP
MAX
BACK PANEL SHALL
BE MELAMINE OVER
1/2" MDF BOARD
3' - 3"
STEEL MACHINE SCREW.
BACK PANEL SHALL
BE MELAMINE OVER
1/2" MDF BOARD
#14 X 3" MODIFIED
TRUSS HEAD SCREW @
16" O.C. MIN. 2 PER
CABINET
1' - 3"
2' - 4 1/2"
2' - 10" MAX
SITE BUILT WALL
(4) EQ SPACES
MOVEMENT JOINT BY SITE
BUILT CONTRACTOR
2' - 0"
DRAWER UNIT W/
MTL. GLIDE
HARDWARE
WALL TYPE PER PLAN
TYP.
TBD
TYPICAL BLOCKING AT
WOOD STUDS
TBD
NOTE:
CABINET INTERIORS SHALL BE MELAMINE,
COLOR TO BE SELECTED BY ARCHITECT
RESILIENT BASE
TO MATCH ROOM
BASE CABINET WITH DRAWERS
1" = 1'-0"
MOVEMENT JOINT BY SITE
BUILT CONTRACTOR
1" = 1'-0"
B5
BLOCKING FOR WOOD OR METAL STUDS
3" = 1'-0"
B
COUNTERTOP
B3
1" = 1'-0"
B1
L-4001 CAMPUS SAFETY CENTER
A9.10M
LINE OF WALL W.O.
SHEET METAL SCREW
(#14 @ 12" O.C. MIN 3 PER
SIDE) INTO MTL STUD BACKING
D
FLOORING TO CONTINUE
UNDER COUNTER TO BACK
WALL
MOVEMENT JOINT BY SITE
BUILT CONTRACTOR
SINK CABINET W/INTEGRAL TOE SPACE
1" = 1'-0"
J TRIM
NOTE:
CABINET INTERIORS SHALL BE MELAMINE,
COLOR TO BE SELECTED BY ARCHITECT
NOTE: ENTIRE FABRICATION TO BE PAINTED BLACK U.O.N.
WALL CABINET W/DOORS
H1
MITER & WELD
CORNER
1" = 1'-0"
1/2" = 1'-0"
DATE
2'0"
8"
8"
3"
(2) STEEL STUD
FRAMING. 16 GA.
MIN.
BRACE @ 36"
O.C. MAX
D
2" x 2" x 1/4" HSS W/ 1/8"
PL CAP ON EXPOSED
END - GRIND SMOOTH &
PAINT
CONCEALED BRACE SUPPORT-STEEL
D3
ISSUE
ISOMETRIC VIEW
5"
PLAN VIEW
COUNTER SUPPORT PLAN VEIW
D5
C
NO.
7"
INTERIOR OF CASEWORK
TO BE HPDL TO MATCH
EXTERIOR, TYP
ALUM CURTAINWALL SYSTEM
27" MIN. A.F.F.
KNEE CLEARANCE
1/2" DIA. BOLT THRU STUDS
AT BRACE (MIN 3 PER BRACE)
WELD
CONNECTION &
GRIND SMOOTH,
TYP.
U-SHAPED WIRE
PULL, TYP.
WRAP SINK PIPES, DRAIN
PIPES AND TRAPS PER
TITLE 24 REQUIREMENTS
WOOD SCREWS #12 X 3/4"
(3) PER BRACE - DRILL
THROUGH FACE OF HSS
COUNTERTOP
ATTACHED TO
SUPPORT
FRAME WITH
WOOD SCREWS
AT 8" O.C..
PLASTIC LAMINATE
DOORS, U.O.N.
2700 E LELAND ROAD, PITTSBURG, CA 94565
34" MAX.
A.F.F.
7"
RESILIENT BASE
TO MATCH ROOM
1'-0" U.O.N.
BACK PANEL SHALL
BE MELAMINE OVER
1/2" MDF BOARD
SINK - SEE PLUMBING
FIXTURE SCHEDULE
CLR
2' - 3" MIN
2' - 10" MAX
C11
T.O. RIM
5"
FIXED
PANEL
C
D1
LOS MEDANOS
COLLEGE
SECTION
STEEL ANGLE
(2" X 3" X 1/4"), TYP. CLIP VERT LEG AT
CONCEALED BRACE
SUPPORT
3"
P-LAM. COUNTERTOP
- SEE FINISH PLANS
2' - 0" U.O.N.
WALL TYPE PER PLAN
ADJUSTABLE SHELVES,
TYP. SHELVES SHALL BE
MELAMINE OVER 3/4"
MDF BOARD. 5MM DIA.
HOLES AT 32MM
CENTERS FOR SHELVES
3"
1 1/2"
2'-0" U.O.N.
CONCEALED BRACE
WHERE OCCURS
4" HIGH BACK
SPLASH AND SIDE
SPLASH (WHERE
OCCURS)
1'-8"
3 COAT CEMENT
PLASTER SYSTEM
3" = 1'-0"
D1
A9.10M
EQ.EQ.
J TRIM
INSIDE CORNER AT MODULAR
INTERSECTION
WALL CABINET W/OPEN SHELVING
B7
TYPICAL BLOCKING AT
METAL STUDS
NOTE: EACH CABINET OR UNDIVIDED SPAN SHALL HAVE A MINIMUM OF
4 ANCHORAGE FASTENERS; 2 AT TOP AND 2 AT BOTTOM. MAXIMUM
HORIZONTAL SPACING TO BE 16" O.C. OR 12" O.C. IF CABINET OVER
48"H. ANCHORAGE FASTENERS TO BE LOCATED WITHIN 2" OF THE
OUTSIDE TOP OR BOTTOM AND WITHIN 2" OF THE OUTSIDE END
4"
B
A
2'-10" MAX. T.O.
A
B3
A9.10M
ADJUSTABLE SHELVES,
TYP. SHELVES SHALL BE
MELAMINE OVER 3/4"
MDF BOARD. 5MM DIA.
HOLES AT 32MM
CENTERS FOR SHELVES
B3
TYP.
A9.10M
4" U.O.N.
1 1/2"
2' - 0"
1
27" MIN. KNEE CLEARANCE
11
FINISH FLOOR
12
1" = 1'-0"
D1
TBD
3 COAT CEMENT
PLASTER SYSTEM
DOOR AS
SCHEDULED
3 COAT CEMENT PLASTER SYSTEM
TBD
SELF-FURRING LATH
DOOR FRAME
BEYOND, SEE
DOOR SCHEDULE
LAP MOISTURE BARRIER OVER
SELF-ADHERED FLASHING
SELF-ADHERED FLASHING
E
4' - 0"
E
MAT FACED GYP SHEATHING
TAPERED RIGID
INSULATION @
ROOF DRAINS
FINISH PER FINISH
PLAN / SCHEDULE
1/4" MAX
TILE
WALL TYPE PER PLAN
H3
3' - 0"
1/2"
ALUM. TRANSITION
STRIP W/ 2:1
SLOPE MAX.
A9.10M
ALUM REVEAL - WEEP
CHANGE
FLOORING UNDER
CENTERLINE OF
DOOR
INSIDE CORNER AT MODULAR
INTERSECTION
3" = 1'-0"
ALUMINUM REVEAL - HORIZONTAL
F11
6" = 1'-0"
TILE TO RESILIENT TRANSITION
F9
6" = 1'-0"
SHEET METAL CLOSURE BY
SITE BUILT CONTRACTOR
F
ROOF DRAIN PLAN
F3
3/4" = 1'-0"
ROOF DRAIN
F1
FILE NO.7-C1
OVERFLOW DRAIN
INTERIOR WALL BY SITE
BUILT CONTRACTOR
C
LI
SLOPE
G
T.O. SUNSHADE
13'-9"
2"
INTERIOR WALL BY SITE
BUILT CONTRACTOR
RENEWAL
DATE
O F C A LI F O
R
K1
A9.10M
SHEET METAL CLOSURE BY
SITE BUILT CONTRACTOR
MODULAR STRUCTURE
WALL TYPE PER PLAN
WALL TYPE PER PLAN
STEEL ANGLE
GSM - PAINT TO
MATCH DECK
DECK CLAMP
NOTES:
AC
DATE
FLS
SS
APPROVAL
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED
FOR THE PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB
TITLE BOX ABOVE AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER
PARTY WITHOUT THE WRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN
INSTRUMENT OF PROFESSIONAL SERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL
RIGHTS RESERVED COPYRIGHT © 2015.
METAL DECK
COMPRESSIBLE INSULATION
1' - 3"
E
ARCHITECT'S STAMP
MOVEMENT JOINT BY SITE
BUILT CONTRACTOR
H
XX-XXXXXX
5-31-17
TBD
EQ
C-31285
AT
EQ
TBD
IDENTIFICATION STAMP
DIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
TROY PENNINGTON
ST
1" X 3" ALUMINUM FRAME
G
SINGLE PLY
MEMBRANE ROOFING
O/ COVER BOARD &
RIGID INSULATION
CLAMP RING
IT
T
EXTRUDED ALUM.
BARS @ 2 1/2" OC
E
A R CH
EC
2' - 0"
ED
NS
A
F
NI
MOISURE BARRIER - EXTEND
UP BEHIND REVEAL
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE
ARCHITECT AND ENGINEER.
4" RIGID INSULATION
3/4" FIRE TREATED PLYWD
1.
MODULAR STRUCTURE
4" X 7" X 1/4" ALUMINUM
PLATE WELDED TO VERT.
POST
2" X 2" 1/8" ALUM. ANGLE
EACH SIDE OF 1"x3" FRAME
MOD LINE
2.
MODULAR STRUCTURE
3.
4.
METAL BRACKET PER
SUNSHADE MANUF.
WELDED TO VERT. POST
WALL JOINT AT INTERVIEW
3" = 1'-0"
OUTSIDE CORNER AT EVIDENCE
STORAGE
H7
3" = 1'-0"
ALL DRAIN BOLTS OR CLAMPS MUST BE IN PLACE TO PROVIDE
COMPRESSION ON WATER-BLOCK MASTIC.
CUT MEMBRANE SO IT EXTENDS MIN. OF 1/2" FROM ATTACHMENT
JOINTS OF THE CLAMP RING.
APPROX. 1/8" DIAMETER BEAD OF CUT-EDGE SEALANT IS REQUIRED
ON ALL CUT EDGES OF MEMBRANE.
FILL PENETRATION VOID WITH BATT INSULATION. INSTALL RIGID
INSULATION UNDER DRAIN AS SHOWN.
H
CONSULTANT
ROOF DRAIN SECTION
H5
1" = 1'-0"
H3
T.O.P.
12'-6"
PRE-FINISHED ALUM
CAP FLASHING
6"
WALL TYPE PER PLAN
1' - 0"
TBD
4" X 4" X 1/4" VERTICAL
METAL POST
J
INTERIOR WALL BY SITE
BUILT CONTRACTOR
INTERIOR WALL BY SITE
BUILT CONTRACTOR
SEAL AT PENETRATION
ROOF DRAIN ASSEMBLY
W/ DOMED STRAINER
WATER BLOCK MASTIC
ALL AROUND
OVERFLOW DAM 2"
ABOVE ROOF DRAIN
FLOW LINE AT
OVERFLOW DRAIN
SINGLE PLY
MEMBRANE ROOFING
J
COVER BOARD
TAPERED RIGID
INSULATION (1:12 MAX.
SLOPE)
4" X 6" X 1/4"
METAL BRACKET
INTERIOR / EXTERIOR
DETAILS
PROJECT NO: 985-0007
DATE: 01.22.2016
1/25/2016 11:36:34 AM
SINGLE PLY ROOFING
MEMBRANE WRAP OVER
TOP OF PARAPET
RAINWATER LEADER
4" X 4" X 1/4" METAL BRACKET
K
MOVEMENT JOINT BY SITE
BUILT CONTRACTOR
MOVEMENT JOINT BY SITE
BUILT CONTRACTOR
METAL DECK PROFILE MAY VARY
WALL TYPE PER PLAN
WALL TYPE PER PLAN
K
HEAT WELD
SECTION AT SUNSHADE
3" = 1'-0"
12
11
10
9
WALL JOINT AT INTERVIEW
K9
3" = 1'-0"
8
7
WALL JOINT AT INTERVIEW
K7
3" = 1'-0"
6
5
ROOF DRAIN ASSEMBLY
K5
1 1/2" = 1'-0"
4
3
2
1
K1
SHEET NO:
A9.10M
MODULAR BID
PACKAGE
10
9
8
7
6
5
4
3
2
METAL STRUT SLOTTED
AT MAIN RUNNER AND
CROSS RUNNER, TYP.
F5
4' - 0"
NOTES
1. LIGHT FIXTURES AND MECHANICAL GRILLES
WEIGHING LESS THAN 54 POUNDS: INSTALL
MIN. TWO 12 GA. SLACK WIRES AT DIAGONAL
CORNERS.
SURFACE OR CEILING GRID MOUNTED LIGHT
FIXTURES AND MECHANICAL GRILLES
WEIGHING MORE THAN 54 POUNDS: SUPPORT
INDEPENDENTLY WITH TAUT WIRES CAPABLE
OF SUPPORTING 4 TIMES THE WEIGHT OF THE
ITEM. CEILING SYSTEM TO BE HEAVY DUTY.
ATTACH ALL FIXTURES TO GRID RUNNERS TO
RESIST HORIZONTAL FORCE EQUAL TO
WEIGHT OF FIXTURE/GRILLE.
8" MAX. TYP. OR 1/4 THE LEGNTH
OF END T (WHICHEVER IS LESS)
A9.60M
MAX.
F3
F5
A9.60M
A9.60M
SUSPENDED
CEILING SYSTEM
CROSS RUNNER
8" MAX. TYP.
SUSPENDED
CEILING SUPPORT
WIRE AT 4'-0" O.C.
EA. WAY
HEAVY DUTY MAIN
RUNNER
F3
A9.60M A9.60M
A9.60M
B
4-SPLAY BRACE WIRES AT 90 DEGREES, @
12'-0" O.C. (NO SPLICING ALLOWED) EACH
WAY
ACOUSTICAL CEILING SPLAY LAYOUT
1/8" = 1'-0"
12GA. SPLAY BRACE WIRE (NO
SPLICING ALLOWED) W/4 TIGHT
TURNS IN 2" TYP.
C
GENERAL NOTES:
COMPRESSION
STRUT, SEE
E
F7
.
YP
"T
-0
4'
45
SEE
RCP
H7
A9.60M A9.60M
45
S
6" MIN.
45
SEE
RCP
12GA. HANGER
WIRE AT 4'-0" O.C.
W/ NO SPLICES
BULKHEAD @ CEILING TRANSITION
1 1/2" = 1'-0"
12 GA. HANGER WIRE TYP. 4'-0"
O.C. (3 TIGHT WRAPS)
D
6. ATTACH ALL LIGHT FIXTURES TO THE CEILING GRID RUNNERS TO RESIST A
HORIZONTAL FORCE EQUAL TO THE WEIGHT OF THE FIXTURES. ALL LIGHT
FIXTURES SHALL BE ATTACHED SECURELY TO THE GRID WITH 4 SCREWS, ONE AT
EACH CORNER OF THE FIXTURE.
MAIN RUNNER, TYP.
ACOUSTICAL CEILING SPLAY
D7
7. WHEN DRILLED-IN CONCRETE ANCHORS ARE USED IN REINFORCED CONCRETE
FOR HANGER WIRES, 1 OUT OF 10 MUST BE FIELD TESTED FOR 200 POUNDS OF
TENSION. WHEN DRILLED-IN CONCRETE ANCHORS ARE USED FOR BRACING
WIRES, 1 OUT OF 2 MUST BE FIELD TESTED FOR 440 POUNDS OF TENSION. SHOT IN ANCHORS IN CONCRETE ARE NOT PERMITTED FOR BRACING WIRE. IF ANY
SHOT-IN OR DRILLED-IN ANCHOR FAILS, ALL ADJACENT ANCHORS MUST BE
TESTED.
NOTES: DRILLED-IN OR SHOT-IN ANCHORS REQUIRE SPECIAL INSPECTION WHEN
USED IN PRESTRESSED CONCRETE.
D5
1/8" = 1'-0"
VERTICAL POST
#6 S.M.S. @ 32" O.C.
MAIN BEAM @
4'-0" O.C.
E
8. FLUSH OR RECESSED LIGHT FIXTURES AND AIR TERMINALS OR SERVICES
WEIGHING LESS THAN 56 POUNDS MAY BE SUPPORTED DIRECTLY ON THE
RUNNERS OF A HEAVY DUTY GRID SYSTEM BUT, IN ADDITION, THEY MUST HAVE A
MINIMUM OF TWO 12 GA. SLACK SAFETY WIRES ATTACHED TO THE FIXTURES AT
DIAGONAL CORNERS AND ANCHORED TO THE STRUCTURE ABOVE. ALL 4 FT. X 4
FT. LIGHT FIXTURES MUST HAVE SLACK SAFETY WIRES AT EACH CORNER.
#6 S.M.S. @ 32" O.C.
8" MAX.
HANGER WIRE
(12 GA.)
CROSS TEES @
2'-0" O.C.
TIGHT SCREW
3 TIGHT TURNS
WITHIN 1 1/2"
MAIN RUNNER OR
CROSS RUNNER
3/4"
10. SUPPORT SURFACE MOUNTED LIGHT FIXTURES BY AT LEAST TWO POSITIVE
DEVICES WHICH SURROUND THE CEILING RUNNER AND WHICH ARE EACH
SUPPORTED FROM THE STRUCTURE ABOVE BY A 12 GA. WIRE. SPRING CLIPS OR
CLAMPS THAT CONNECT ONLY TO THE RUNNER ARE NOT ACCEPTABLE. PROVIDE
ADDITIONAL SUPPORTS WHEN LIGHT FIXTURES ARE 8 FT. OR LONGER.
MAIN RUNNER OR
CROSS RUNNER
7/8"
7/8"
BRACING NOTES:
11. SUPPORT PENDANT MOUNTED LIGHT FIXTURES DIRECTLY FROM THE
STRUCTURE ABOVE WITH HANGER WIRES OR CABLES PASSING THROUGH EACH
PENDANT HANGER AND CAPABLE OF SUPPORTING 4 TIMES THE WEIGHT OF THE
FIXTURE. ATTACH ALL LIGHT FIXTURES TO THE CEILING GRID RUNNERS TO RESIST
A HORIZONTAL FORCE EQUAL TO THE WEIGHT OF THE FIXTURES. SPECIAL
DETAILS ARE NECESSARY FOR THIS CONDITION AT THE CEILING GRID.
1. VERTICAL POSTS MAY NOT BE REQUIRED IN SOME CITIES AND NOT ENFORCED
IN ALL SEISMIC ZONES.
SEISMIC CLIP PER
MANUFACTURER
2. BRACING WIRES TO BE ATTACHED MAXIMUM OF 45 DEGREES TO THE PLANE OF
THE CEILING AND PARALLEL TO THE COMPONENTS AT THE BRACING POINT. BRACE
WIRES TO BE TAUT AND TIED AT BOTH ENDS WITH THREE TIGHT WRAPS
COMPRESSION POST
1 1/2" = 1'-0"
ATTACH TO
STRUCTURE ABOVE
OPEN END OF ACOUSTICAL CEILING
1/8" = 1'-0"
COMPRESSION
STRUCT (SEE
TABLE BELOW)
45
MAX. T
YP.
MAX. LENGTH
H
3 5/8" X 1 3/8" X 20 GA.
(SCREWED TOGETHER
@ 16" O.C.)
SEE
24'-0"
T-BAR CEILING GRID SYSTEM
(MAIN OR CROSS RUNNER)
SLOTTED ANGLE SPACER
W/ HORIZ. STEEL PIN, BOTH
TO RUN CONT. AT ALL FREE
END T-BAR RUNNERS
IDENTIFICATION STAMP
DIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
C-31285
XX-XXXXXX
5-31-17
E
RENEWAL
DATE
O F C A LI F O
R
AC
DATE
FLS
SS
1/2" MIN. CLR.
ARCHITECT'S STAMP
APPROVAL
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED
FOR THE PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB
TITLE BOX ABOVE AND SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER
PARTY WITHOUT THE WRITTEN CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN
INSTRUMENT OF PROFESSIONAL SERVICES AND SHALL REMAIN THE PROPERTY OF LPAS, INC. ALL
RIGHTS RESERVED COPYRIGHT © 2015.
ACOUSTICAL CEILING TILE
PER ASTM C635
AND ASTM C636
F3
A9.60M
T-BAR CROSS
RUNNER
THRU
CONNECTION
W/ #6 S.M.S. TO
CROSS
RUNNERS
ACOUSTICAL
TILE CEILING
SUSPENDED ACOUSTICAL CEILING
SYSTEM EDGE TRIM ANGLE. ATTACH
TO WALL STRUCTURE (NOT FINISH)
W/ #10 S.M.S. AT EA. WALL STUD. 1"
MIN. EMBED IN STUD
12'-0" EA. WAY
B1
F1
A9.60M A9.60M FOR ADDITIONAL INFORMATION
T-BAR MAIN
RUNNER
ACOUSTICAL TILE CEILING
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE
ARCHITECT AND ENGINEER.
SUSPENDED ACOUSTICAL CEILING
SYSTEM EDGE TRIM ANGLE. ATTACH
TO WALL STRUCTURE (NOT FINISH)
W/ #10 S.M.S. AT EA. WALL STUD. 1"
MIN. EMBED IN STUD
SEISMIC CLIP - SEE
F5
A9.60M
H
5/8" TYPE 'X' GYPSUM BOARD
CONSULTANT
SUSPENDED ACOUSTICAL LAY-IN
CEILING SYSTEM ATTACHMENTS
5/8" TYPE 'X' GYPSUM BOARD
1 1/2" = 1'-0"
IT
1" MIN.
SEISMIC CLIP - SEE
COMPRESSION STRUT (STUD)
E
TROY PENNINGTON
G
ATTACH TO
RUNNER W/ 2 #
8 SMS SCREW
12'-0" EA. WAY
12'-0" EA. WAY
12'-0" EA. WAY
12'-0" EA. WAY
12'-0" EA. WAY
SPACING
T-BAR CEILING GRID SYSTEM
(MAIN OR CROSS RUNNER)
A R CH
T
DOUBLE STUD SIZE
A9.60M
FILE NO.7-C1
ED
NS
EC
7'-0"
6'-9"
10'-1"
10'-1"
9'-11"
12 GA. HANGER
OR SPLAY BRACE
WIRES
DRILL 5/32"
HOLE & INSTALL
1/8" BOLT &
LOCKNUT
CROSS
RUNNER
SPACING
F1
AT
2 1/2" X 25 GA.
3 5/8" X 25 GA.
1 5/8" X 20 GA.
2 1/2" X 20 GA.
3 5/8" X 20 GA.
1/2" = 1'-0"
12 GA. HANGER
OR SPLAY BRACE
WIRES
45 YP.
T
X.
MA
MAX. LENGTH
SUSPENDED CEILING GENERAL NOTES
8" MAX.
COMPRESSION
STRUT SEE
H7
MAIN
RUNNER
MAX. T
YP.
F3
8" MAX.
1/2" MIN. CLR.
SINGLE STUD SIZE
1/8" = 1'-0"
12 GA. HANGER
WIRE W/ (3) TIGHT
TURNS WITHIN 1 1/2"
45
P.
TY
.
X
MA
FIXED END OF ACOUSTICAL CEILING
F5
F
ST
12 GA. WIRE IN
PLANE OF EACH
RUNNER AT 45
DEGREES,
SECURE 2" FROM
INTERSECTION
45
G
F7
SEISMIC CLIP PER
MANUFACTURER
1 1/2"
F
E
9. ALL FLUSH OR RECESSED LIGHT FIXTURES AND AIR TERMINALS OR SERVICES
WEIGHING 56 POUNDS OR MORE MUST BE INDEPENDENTLY SUPPORTED BY NOT
LESS THAN 4 TAUT 12 GA. WIRES, EACH ATTACHED TO THE FIXTURE AND TO THE
STRUCTURE ABOVE REGARDLESS OF THE TYPE OF CEILING GRID SYSTEM USED.
THE 4 TAUT 12 GA. WIRES INCLUDING THEIR ATTACHMENT TO THE STRUCTURE
ABOVE MUST BE CAPABLE OF SUPPORTING 4 TIMES THE WEIGHT OF THE UNIT.
HANGER WIRE
(12 GA.)
8" MAX.
3 TIGHT TURNS
WITHIN 1 1/2"
12 GA. BRACE
WIRES NOTE #2
DATE
5. SEPARATE ALL CEILING HANGING AND BRACING WIRES AT LEAST 6 INCHES
FORM ALL UNBRACED DUCTS, PIPES, CONDUITS, ETC.
2"
M
AX
2"
M
AX
METAL CORNER BEAD,
PAINT TO MATCH ADJ.
SURFACES, TYP.
ACOUSTICAL
CEILING SYSTEM
ISSUE
4. FASTEN HANGER WIRES WITH NOT LESS THAN 3 TIGHT TURNS. FASTEN
BRACING WIRES WITH 4 TIGHT TURNS. MAKE ALL TIGHT TURNS WITHIN A DISTANCE
OF 11/2". HANGER OR BRACING WIRE ANCHORS TO THE STRUCTURE SHALL BE
INSTALLED IN SUCH A MANNER THAT THE DIRECTION OF THE WIRE ALIGNS AS
CLOSELY AS POSSIBLE WITH THE DIRECTION OF THE FORCES ON THAT WIRE.
CONT. 20 GAUGE
RUNNER
D
NO.
3. PROVIDE TRAPEZE OR OTHER SUPPLEMENTAL SUPPORT MEMBERS AT
OBSTRUCTIONS TO MAIN HANGER SPACING. PROVIDE ADDITIONAL HANGERS,
STRUTS OR BRACES AS REQUIRED AT ALL CEILING BREAKS, SOFFITS OR
DISCONTINUOUS AREAS. HANGER WIRES THAT ARE MORE THAN 1 IN 6 OUT OF
PLUMB SHALL HAVE COUNTER-SLOPING WIRES.
5/8" GYPSUM BOARD
OVER METAL STUDS
45
C
2. SPLICES WILL NOT BE PERMITTED IN ANY HANGER WIRES.
CROSS
RUNNER, TYP.
W
2700 E LELAND ROAD, PITTSBURG, CA 94565
1. PROVIDE SETS OF FOUR 12 GA. SPLAYED BRACING WIRES ORIENTED 90
DEGREES FROM EACH OTHER AT THE FOLLOWING SPACING:
A. PLACE SETS OF BRACING WIRES NOT MORE THAN 12 FT. X 12 FT. ON
CENTER.
B. PROVIDE BRACING WIRES AT LOCATIONS NOT MORE THAN 1/2 THE
SPACING GIVEN IN 'A' ABOVE FROM EACH PERIMETER WALL AND AT
THE EDGE OF VERTICAL CEILING OFFSETS.
N
A9.60M
4'
-0
"T
YP
.
PROVIDE
DIAGONAL
SUPPORT PER
STRUCTURAL
L-4001 CAMPUS SAFETY CENTER
C
B1
B1
LOS MEDANOS
COLLEGE
LI
FOR ADDITIONAL
INFO SEE
A
2. TOTAL WEIGHT OF CEILING SYSTEM
INCLUDING CEILING MOUNTED AIR TERMINALS,
SERVICES, AND LIGHT FIXTURES DOES NOT
EXCEED 4 PSF.
CROSS RUNNER AT
2' X 4' CLG. TYP.
COMPRESSION
STRUCT AT 12'-0"
O.C. EACH WAY,
SEE
H7
F7
B
SUSPENDED CEILING
SUPPORT WIRE AT
PERIMETER
MAX.
4' - 0"
A
1
A
11
NI
12
H7
6" = 1'-0"
H1
GYPSUM BOARD, W.O.
GYPSUM BOARD
STEEL STUD FRAMING
J
J
TYPICAL CEILING
DETAILS
PROJECT NO: 985-0007
1/25/2016 11:36:36 AM
WALL OR CEILING MOUNTED
ACCESS DOOR, WITH
PAINTED SURFACE, SEE
FINISH PLAN (COLORS TO
MATCH WALL/CEILING
DATE: 01.22.2016
#10 S.M.S. @ 24" O.C. @ EA. SIDE
K
NON-RATED ACCESS PANEL
3" = 1'-0"
12
11
10
9
8
7
6
5
4
3
2
1
K
K1
SHEET NO:
A9.60M
MODULAR BID
PACKAGE
12
11
10
9
8
7
6
5
4
3
2
1
A
A
B
B
LOS MEDANOS
COLLEGE
CAMPUS SAFETY CENTER
2700 E LELAND ROAD, PITTSBURG, CA 94565
C
C
NO.
D
E
E
F
F
EN
SE
D ARCH
DATE
IT
E
C
D
ISSUE
LI
CT
IDENTIFICATION STAMP
DIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
C-31285
A
TE
RENEWAL
DATE
OF
CA
NI
ST
G
A
5-31-2015
G
R
LI F O
ARCHITECT'S STAMP
AC
DATE
FLS
SS
APPROVAL
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THE
PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVE AND
SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THE WRITTEN
CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONAL SERVICES AND
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT AND
ENGINEER.
H
H
CONSULTANT
J
J
LEGEND,
SYMBOLS, AND
GENERAL NOTES
PROJECT NO: 985-0007
8/18/2015 4:24:01 PM
DATE: 08.24.2015
N
K
LEGEND, SYMBOLS, AND GENERAL NOTES
NONE
12
11
10
9
J:\2015 JOBS\15-06 LMC CCC Floor PLAN 3190\LMC\MECH\M001.dwg, 1/25/2016 11:06:53 AM, DWG To PDF.pc3
8
7
6
5
4
3
2
1
K1
K
SHEET NO:
M0.01
DSA SUBMITTAL
12
11
10
9
8
7
A
6
B
C
5
C.1
D
D.9
4
3
2
1
E
A
A
1
1
1.1
1.1
EOC
B
B
102
LOS MEDANOS
COLLEGE
CAMPUS SAFETY CENTER
2
2
2700 E LELAND ROAD, PITTSBURG, CA 94565
LOBBY
101
C
C
STORAGE
NO.
ISSUE
DATE
103
3
3
INTERVIEW
104
3.4
3.4
LIEUTENANT
DISPATCH/
RECEPTION
121
D
IT
D
106
122
3.8
3.8
4
4
CORPORAL
120
E
LOST &
FOUND
BREAK
ROOM
RECORDS
108
109
110
119
5
F
E
EVIDENCE
STORAGE
5
HALL
POLICE
AIDE
EQUIP
107
112
ELEC
PATROL
/
REPORT
105
111
5.6
F
5.6
PARKING
OFFICER
5.8
5.8
118
6
EN
SE
D ARCH
IT
E
C
6
LI
CT
IDENTIFICATION STAMP
DIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
C-31285
RESTROOM
117
115
PREBOOKING
/
BOOKING
RENEWAL
DATE
OF
CA
NI
TE
A
RESTROOM
ST
G
A
5-31-2015
G
R
LI F O
ARCHITECT'S STAMP
AC
DATE
FLS
SS
APPROVAL
113
7
WOMEN
MEN
116
114
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THE
PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVE AND
SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THE WRITTEN
CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONAL SERVICES AND
7
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT AND
ENGINEER.
H
H
CONSULTANT
8
8
J
J
MECHANICAL
FLOOR PLAN
PROJECT NO: 985-0007
8/18/2015 4:24:01 PM
DATE: 08.24.2015
N
K
A
B
D
D.9
E
MECHANICAL FLOOR PLAN
1/4"=1'-0"
12
11
10
9
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8
7
6
5
4
3
2
1
K1
K
SHEET NO:
M2.01
DSA SUBMITTAL
12
11
10
9
8
7
6
5
4
3
2
1
A
A
B
B
LOS MEDANOS
COLLEGE
CAMPUS SAFETY CENTER
2700 E LELAND ROAD, PITTSBURG, CA 94565
C
C
NO.
D
E
E
F
F
EN
SE
D ARCH
DATE
IDENTIFICATION STAMP
DIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
IT
E
C
D
ISSUE
LI
CT
C-31285
A
TE
RENEWAL
DATE
OF
CA
NI
ST
G
A
5-31-2015
G
R
LI F O
AC
DATE
ARCHITECT'S STAMP
FLS
SS
APPROVAL
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THE
PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVE AND
SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THE WRITTEN
CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONAL SERVICES AND
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT AND
ENGINEER.
H
H
CONSULTANT
J
J
MECHANICAL
REFRIGERANT
PIPING PLAN
PROJECT NO: 985-0007
8/18/2015 4:24:01 PM
DATE: 08.24.2015
N
K
MECHANICAL REFRIGERANT PIPING PLAN
1/4"=1'-0"
12
11
10
9
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8
7
6
5
4
3
2
1
K1
K
SHEET NO:
M2.02
DSA SUBMITTAL
12
11
10
9
8
7
6
5
4
3
2
1
A
A
B
B
LOS MEDANOS
COLLEGE
CAMPUS SAFETY CENTER
2700 E LELAND ROAD, PITTSBURG, CA 94565
C
C
NO.
D
E
E
F
F
EN
SE
D ARCH
DATE
IT
E
C
D
ISSUE
LI
CT
IDENTIFICATION STAMP
DIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
C-31285
A
TE
RENEWAL
DATE
OF
CA
NI
ST
G
A
5-31-2015
G
R
LI F O
ARCHITECT'S STAMP
AC
DATE
FLS
SS
APPROVAL
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THE
PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVE AND
SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THE WRITTEN
CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONAL SERVICES AND
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT AND
ENGINEER.
H
H
CONSULTANT
J
J
MECHANICAL
DETAILS
PROJECT NO: 985-0007
8/18/2015 4:24:01 PM
DATE: 08.24.2015
N
K
MECHANICAL DETAILS
NONE
12
11
10
9
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8
7
6
5
4
3
2
1
K1
K
SHEET NO:
M4.01
DSA SUBMITTAL
12
11
10
9
8
7
6
5
4
3
2
1
A
A
B
B
LOS MEDANOS
COLLEGE
CAMPUS SAFETY CENTER
2700 E LELAND ROAD, PITTSBURG, CA 94565
C
C
NO.
D
E
E
F
F
EN
SE
D ARCH
DATE
IT
E
C
D
ISSUE
LI
CT
IDENTIFICATION STAMP
DIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
C-31285
A
TE
RENEWAL
DATE
OF
CA
NI
ST
G
A
5-31-2015
G
R
LI F O
ARCHITECT'S STAMP
AC
DATE
FLS
SS
APPROVAL
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THE
PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVE AND
SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THE WRITTEN
CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONAL SERVICES AND
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT AND
ENGINEER.
H
H
CONSULTANT
J
J
MECHANICAL
DETAILS
PROJECT NO: 985-0007
8/18/2015 4:24:01 PM
DATE: 08.24.2015
N
K
MECHANICAL DETAILS
NONE
12
11
10
9
J:\2015 JOBS\15-06 LMC CCC Floor PLAN 3190\LMC\MECH\M401.dwg, 1/25/2016 11:10:14 AM, DWG To PDF.pc3
8
7
6
5
4
3
2
1
K1
K
SHEET NO:
M4.02
DSA SUBMITTAL
12
11
10
9
8
7
6
5
4
3
2
1
A
A
B
B
LOS MEDANOS
COLLEGE
CAMPUS SAFETY CENTER
2700 E LELAND ROAD, PITTSBURG, CA 94565
C
C
NO.
D
E
E
F
F
EN
SE
D ARCH
DATE
IT
E
C
D
ISSUE
LI
CT
IDENTIFICATION STAMP
DIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
C-31285
A
TE
RENEWAL
DATE
OF
CA
NI
ST
G
A
5-31-2015
G
R
LI F O
ARCHITECT'S STAMP
AC
DATE
FLS
SS
APPROVAL
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THE
PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVE AND
SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THE WRITTEN
CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONAL SERVICES AND
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT AND
ENGINEER.
H
H
CONSULTANT
J
J
PLUMBING LEGEND,
SYMBOLS, GENERAL
NOTES, AND
SCHEDULES
PROJECT NO: 985-0007
8/18/2015 4:24:01 PM
DATE: 08.24.2015
N
K
PLUMBING LEGEND, SYMBOLS, GENERAL NOTES, AND SCHEDULES
NONE
12
11
10
9
J:\2015 JOBS\15-06 LMC CCC Floor PLAN 3190\LMC\MECH\P001.dwg, 1/25/2016 11:12:53 AM, DWG To PDF.pc3
8
7
6
5
4
3
2
1
K1
K
SHEET NO:
P0.01
DSA SUBMITTAL
12
11
10
9
8
7
A
6
B
C
5
C.1
D
D.9
4
3
2
1
E
A
A
1
1
1.1
1.1
EOC
B
B
102
LOS MEDANOS
COLLEGE
CAMPUS SAFETY CENTER
2
2
2700 E LELAND ROAD, PITTSBURG, CA 94565
LOBBY
101
C
C
STORAGE
NO.
ISSUE
DATE
103
3
3
INTERVIEW
104
3.4
3.4
LIEUTENANT
DISPATCH/
RECEPTION
121
D
IT
D
106
122
3.8
3.8
4
4
CORPORAL
120
E
LOST &
FOUND
BREAK
ROOM
RECORDS
108
109
110
119
5
F
E
EVIDENCE
STORAGE
5
HALL
POLICE
AIDE
EQUIP
107
112
ELEC
PATROL
/
REPORT
105
111
5.6
F
5.6
PARKING
OFFICER
5.8
5.8
118
6
EN
SE
D ARCH
IT
E
C
6
LI
CT
IDENTIFICATION STAMP
DIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
C-31285
RESTROOM
117
115
PREBOOKING
/
BOOKING
RENEWAL
DATE
OF
CA
NI
TE
A
RESTROOM
ST
G
A
5-31-2015
G
R
LI F O
ARCHITECT'S STAMP
AC
DATE
FLS
SS
APPROVAL
113
7
WOMEN
MEN
116
114
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THE
PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVE AND
SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THE WRITTEN
CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONAL SERVICES AND
7
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT AND
ENGINEER.
H
H
CONSULTANT
8
8
J
J
PLUMBING
FLOOR PLAN
PROJECT NO: 985-0007
8/18/2015 4:24:01 PM
DATE: 08.24.2015
N
K
A
B
D
D.9
E
PLUMBING FLOOR PLAN
1/4"=1'-0"
12
11
10
9
J:\2015 JOBS\15-06 LMC CCC Floor PLAN 3190\LMC\MECH\P201.dwg, 1/25/2016 11:13:31 AM, DWG To PDF.pc3
8
7
6
5
4
3
2
1
K1
K
SHEET NO:
P2.01
DSA SUBMITTAL
12
11
10
9
8
7
A
6
B
C
C.1
5
D
D.9
4
3
2
1
E
A
A
1
1
1.1
1.1
B
B
LOS MEDANOS
COLLEGE
CAMPUS SAFETY CENTER
2
2
2700 E LELAND ROAD, PITTSBURG, CA 94565
C
C
NO.
3
ISSUE
DATE
3
15' - 6 3/8"
3.4
14' - 2"
3.4
D
D
3.8
3.8
4
4
E
E
F
5
5
5.6
5.6
5.8
5.8
6
6
F
SLOPE DN 1/4" / 12" MIN
EN
SE
D ARCH
IT
E
C
1/4" / 12" MIN
LI
CT
IDENTIFICATION STAMP
DIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
C-31285
A
TE
RENEWAL
DATE
OF
CA
NI
ST
G
A
5-31-2015
G
R
LI F O
ARCHITECT'S STAMP
7
AC
DATE
FLS
SS
APPROVAL
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THE
PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVE AND
SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THE WRITTEN
CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONAL SERVICES AND
7
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT AND
ENGINEER.
H
H
1/4" / 12"
1/4" / 12"
CONSULTANT
4' - 0"
8
4' - 0"
8
J
J
6' - 10"
PLUMBING
ROOF PLAN
5' - 0"
PROJECT NO: 985-0007
8/18/2015 4:24:01 PM
DATE: 08.24.2015
N
K
A
B
D
D.9
E
PLUMBING ROOF PLAN
1/4"=1'-0"
12
11
10
9
J:\2015 JOBS\15-06 LMC CCC Floor PLAN 3190\LMC\MECH\P202.dwg, 1/25/2016 11:13:51 AM, DWG To PDF.pc3
8
7
6
5
4
3
2
1
K1
K
SHEET NO:
P2.02
DSA SUBMITTAL
12
11
10
9
GENERAL SYMBOLS
A
3
E2.1
3
6
SINGLE RECEPTACLE - INSTALL AT + 18" AFF UON. DESIGNATION
AS NOTED.
"E2.1" DENOTES SHEET NUMBER. BLANK DENOTES SAME SHEET.
DUPLEX RECEPTACLE - INSTALL AT + 18" AFF UON.
A
AFF
AIC
C
CATV
CBC
CEC
CFC
CKT
CO
(D)
DWG
(E)
ELEC
G, GND
GFCI
IDF
IMC
JB
KAIC
KV
KVA
KW
LTG
LV
KCMIL
MDF
MPOE
N/A
NC
NFPA
NIC
NO
NTS
PB
REQD
SHT
SWBD
TBD
UON
V
W
WP
XFMR
GFCI DUPLEX RECEPTACLE - INSTALL AT + 18" AFF UON.
DOUBLE DUPLEX RECEPTACLE - INSTALL AT + 18" AFF UON.
DUPLEX RECEPTACLE - INSTALL AT + 1" ABOVE COUNTER TOP
BACK SPLASH TO BOTTOM OF RECEPTACLE FACEPLATE UON.
LUMINAIRE - RECESSED. SEE SCHEDULE.
LUMINAIRE - SURFACE MOUNT STRIP. SEE SCHEDULE.
GFCI DUPLEX RECEPTACLE - INSTALL AT + 1" ABOVE COUNTER
TOP BACK SPLASH TO BOTTOM OF RECEPTACLE FACEPLATE UON.
LUMINAIRE - SURFACE MOUNT. SEE SCHEDULE.
HALF SWITCHED RECEPTACLE - INSTALL RECEPTACLE AT + 18" AFF UON.
INSTALL SWITCH AT 48" UON.
LUMINAIRE - PENDANT MOUNT LINEAR FIXTURE. SEE SCHEDULE.
LUMINAIRE - WALL MOUNT LINEAR FIXTURE. SEE SCHEDULE.
FLUSH FLOOR BOX WITH DUPLEX RECEPTACLE.
B
LUMINAIRE - RECESSED DOWNLIGHT. SEE SCHEDULE.
CEILING BOX WITH DUPLEX RECEPTACLE.
LUMINAIRE - PENDANT MOUNT ROUND FIXTURE. SEE SCHEDULE.
TOUCHING FLOOR BOXES DENOTE A SINGLE BOX WITH MULTIPLE
GANGS. IE. SHOWN IS A FLUSH FLOOR BOX WITH DIVIDED
COMPARTMENTS HOUSING DUPLEX RECEPTACLE AND RJ45 DATA.
LUMINAIRE - WALL MOUNT CAN. SEE SCHEDULE.
EXIT LIGHT - WALL MOUNT SINGLE FACE. BUILDING STANDARD
POWER DISTRIBUTION SYMBOLS (PLANS)
EXIT LIGHT - CEILING MOUNT DOUBLE FACED. BUILDING STANDARD
J
JUNCTION BOX - CEILING OR WALL MOUNTED, SIZE TO CODE,
TAPE AND TAG WIRES. PROVIDE FLEX AND/OR
RECEPTACLE AS REQUIRED TO CONNECT EQUIPMENT.
EXIT LIGHT - WALL MOUNT SINGLE FACE WITH ARROW. BUILDING STANDARD
EXIT LIGHT - CEILING MOUNT DOUBLE FACED WITH DOUBLE ARROWS.
BUILDING STANDARD
PANELBOARD - FLUSH MOUNTED.
OCCUPANCY SENSOR - CEILING MOUNT WITH BI-DIRECTIONAL VIEW.
ARROWS INDICATE AIMING DIRECTION.
PANELBOARD - SURFACE MOUNTED.
DT = DUAL TECHNOLOGY
PIR = PASSIVE INFARED
U = ULTRASONIC
MOTOR
OCCUPANCY SENSOR - WALL MOUNT WITH DIRECTIONAL VIEW.
ARROW INDICATES AIMING DIRECTION.
UNFUSED DISCONNECT SWITCH
DISTRIBUTION PANEL
EQUIPMENT WITH MOTOR
FUSED DISCONNECT SWITCH
PHOTOSENSOR - CEILING MOUNT WITH DIRECTIONAL VIEW. ARROW
INDICATES AIMING DIRECTION.
COMBINATION MAGNETIC STARTER/FUSED DISCONNECT SWITCH
4
3
P
A.
AMPERE
ABOVE FINISHED FLOOR
AMPERE INTERRUPTING CAPACITY
CONDUIT
CABLE TELEVISION
CALIFORNIA BUILDING CODE
CALIFORNIA ELECTRICAL CODE
CALIFORNIA FIRE CODE
CIRCUIT
CONDUIT ONLY
DEMOLISH
DRAWING
EXISTING TO REMAIN
ELECTRICAL
GROUND
GROUND FAULT CIRCUIT INTERRUPTER
INTERMEDIATE DISTRIBUTION FRAME
INTERMEDIATE METAL CONDUIT
JUNCTION BOX
KILOAMPERE INTERRUPTING CAPACITY
KILOVOLT
KILOVOLT AMPERE
KILOWATT
LIGHTING
LOW VOLTAGE
THOUSAND CIRCULAR MILS
MAIN DISTRIBUTION FRAME
MAIN POINT OF ENTRY
NOT APPLICABLE
NORMALLY CLOSED
NATIONAL FIRE PROTECTION ASSOCIATION
NOT IN CONTRACT
NORMALLY OPEN
NOT TO SCALE
PULL BOX
REQUIRED
SHEET
SWITCHBOARD
TO BE DETERMINED
UNLESS OTHERWISE NOTED
VOLT
WATT, WIRE
WEATHERPROOF
TRANSFORMER
D
TS
LCD
SINGLE POLE SWITCH - WALL MOUNTED AT + 48" AFF UON.
CH
2
EQUIPMENT TAG
TIME SWITCH
P/D
POWER/DATA WALL OUTLET BOXES WITH FURNITURE WHIP
P/D
POWER/DATA POKE THRU FLOOR BOX WITH FURNITURE WHIP
DAYLIGHT CONTROL PANEL
DRC
2.
DIGITAL ROOM CONTROLLER
TYPICAL CONTROLLED RECEPTACLE NOMENCLATURE
3, r1-1
TYPICAL LUMINAIRE & SWITCH NOMENCLATURE
"3" DENOTES CIRCUIT
"r1" DENOTES RELAY PANEL NAME
"1" DENOTES RELAY NUMBER
UNSHADED SYMBOL DENOTES STANDARD LUMINAIRE.
A
SHADED SYMBOL DENOTES EMERGENCY LUMINAIRE.
A
"A" DENOTES LUMINAIRE TYPE
"L1" DENOTES PANEL NAME
"3" DENOTES CIRCUIT NUMBER
"b" DENOTES SWITCH LEG
L1-3b
U
A
Xx
LOWER CASE LETTER = SWITCH LEG
D = DIMMER SWITCH. SEE SPECIFICATIONS
K = KEY OPERATED SWITCH
L = LOW VOLTAGE SWITCH
M = MOMENTARY CONTACT SWITCH
T = DIGITAL WALL TIMER
S = OCCUPANCY SENSOR SWITCH
3 = 3 WAY SWITCH
4 = 4 WAY SWITCH
C.
BEFORE BEGINNING CONSTRUCTION, PROVIDE TO THE ARCHITECT A CONSTRUCTION
SCHEDULE OF ELECTRICAL WORK. THE CONSTRUCTION SCHEDULE SHALL IDENTIFY ALL
SIGNIFICANT MILESTONES WITH COMPLETION DATES.
D.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF PERSONS AND
PROPERTY AD SHALL PROVIDE INSURANCE COVERAGE AS NECESSARY FOR LIABILITY,
PERSONAL, AND PROPERTY DAMAGE, TO FULLY PROTECT THE OWNER, ARCHITECT AND
ENGINEER FROM ANY AND ALL CLAIMS RESULTING FROM THIS WORK.
E.
MAINTAIN RECORD DRAWINGS AT THE PROJECT SITE INDICATING ALL MODIFICATIONS TO
ELECTRICAL SYSTEMS. AT THE CONCLUSION OF THE PROJECT, PROVIDE ACCURATE
"AS-BUILT" DRAWINGS IN CAD FORMAT ACCEPTABLE TO THE ARCHITECT.
F.
ALL MATERIALS PROVIDED FOR THE PROJECT SHALL BE NEW, UNLESS OTHERWISE
NOTED. PROVIDE ALL INCIDENTAL MATERIALS REQUIRED FOR A COMPLETE INSTALLATION.
G.
PROVIDE ALL REQUIRED "CUTTING, PATCHING, BACK FILL AND REPAIRS" NECESSARY TO
RESTORE DAMAGED SURFACES TO EQUAL OR BETTER THAN ORIGINAL CONDITIONS
EXISTING AT START OF WORK.
H.
ALL ELECTRICAL EQUIPMENT INSTALLED OUTDOORS SHALL BE WEATHERPROOF.
EXTERIOR CONDUIT RUNS INTO BUILDINGS SHALL BE INSTALLED WITH FLASHING,
CAULKED AND SEALED. CONDUITS FOR EXTERIOR ELECTRICAL DEVICES SHALL BE RUN
INSIDE BUILDING U.O.N. UNDERGROUND AND EXTERIOR CONDUIT SHALL HAVE
WATERTIGHT FITTINGS.
F
PLUG LOAD CONTROLLED DUPLEX RECEPTACLE, REFER TO DETAILS
J.
THERE SHALL BE NO ROOF PENETRATIONS WITHIN 5'-0" OF FIRE RATED OR AREA
SEPARATION WALLS. VERIFY EXACT LOCATIONS OF THESE WALLS WITH ARCHITECTURAL
DRAWINGS.
K.
NOTE THAT BRANCH CIRCUIT WIRING IS NOT SHOWN. CIRCUIT NUMBERS ARE SHOWN
ADJACENT TO ALL OUTLETS/FIXTURES/DEVICES. PROVIDE ALL BRANCH CIRCUIT WIRING
BASED ON CIRCUIT NUMBERS SHOWN TO COMPLETE THE WIRING SYSTEM.
L.
THE CONTRACTOR SHALL, PRIOR TO BID, FIELD VERIFY ALL REQUIREMENTS FOR
MODIFYING THE EXISTING, DATA, TELEPHONE, SYSTEMS TO ACCOMMODATE ADDITIONS
NOTED. PROVIDE ALL MATERIALS NEEDED TO MAKE A FULLY OPERATIONAL SYSTEM AT
THE CONCLUSION OF PROJECT WORK.
N.
VERIFY ALL VOLTAGES OF MECHANICAL EQUIPMENT WITH MECHANICAL CONTRACTOR
PRIOR TO ROUGH-IN.
2013 CALIFORNIA ELECTRICAL CODE (PART 3,
TITLE 24, CCR).
O.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR SITE LOCATING ALL EXISTING
UNDERGROUND SYSTEMS IN THE AREA OF UNDERGROUND WORK. REPAIR ALL DAMAGED
SYSTEMS TO OWNERS SATISFACTION. MAINTAIN EXTREME CARE DURING TRENCHING AS
EXISTING SYSTEMS ARE KNOWN TO EXIST IN THE AREA. THE DRAWING AND
SPECIFICATIONS ARE FOR THE ASSISTANCE AND GUIDANCE OF THE CONTRACTOR. EXACT
LOCATIONS, DISTANCES AND ELEVATIONS WILL BE GOVERNED BY ACTUAL CONDITIONS.
COORDINATE THE CONTRACT DOCUMENTS AND FIELD CONDITIONS TO DETERMINE EXACT
ROUTING AND FINAL TERMINATIONS FOR ALL WORK.
P.
SEISMIC ANCHORAGE OF ALL ELECTRICAL EQUIPMENT SHALL BE PROVIDED IN
ACCORDANCE WITH TITLE 24, CBC SECTION 1615A.
4.
2013 CALIFORNIA PLUMBING CODE (CPC)
(PART 5, TITLE 24, CCR).
5.
2013 CALIFORNIA ENERGY CODE (PART 6,TITLE
24, CCR).
2013 CALIFORNIA FIRE CODE (CFC) (PART
9,TITLE 24, CCR).
7.
2013 CALIFORNIA GREEN CODE (PART 11,
TITLE 24, CCR).
8.
2013 CALIFORNIA REFERENCED STANDARDS
CODE (PART 12, TITLE 24, CCR).
9.
2013 NFPA 72 NATIONAL FIRE ALARM CODE.
CONDUIT - EXPOSED.
CONDUIT - STUB UP.
11. ADA STANDARDS FOR ACCESSIBLE DESIGN:
ADA ACCESSIBILITY GUIDELINES (ADAAG) 28,
PART 36 APPENDIX A.
CONDUIT - STUB DOWN.
E
COMMUNICATIONS SYMBOLS
CONDUIT - EMERGENCY POWER SYSTEM.
LOS MEDANOS
COLLEGE
CAMPUS SAFETY CENTER
C
NO.
ISSUE
DATE
E
Q.
PLANS SHALL BE APPROVED BY THE AUTHORITY HAVING JURISDICTION PRIOR TO
BEGINNING WORK. SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR REVIEW PRIOR TO
BEGINNING WORK.
R.
SUFFICIENT ACCESS AND WORKING SPACE SHALL BE PROVIDED AND MAINTAINED ABOUT
ALL ELECTRIC EQUIPMENT TO PERMIT READY AND SAFE OPERATION AND MAINTENANCE
OF SUCH EQUIPMENT PER CEC ARTICLE 110-16.
S.
PROVIDE DEFERRED APPROVAL AND DESIGN BUILD FOR FIRE ALARM SYSTEM. SUBMIT
COMPLETE DRAWINGS TO FIRE MARSHAL FOR APPROVAL AND ASSUME FULL
RESPONSIBILITY FOR SYSTEM, DEVICE QUANTITY AND LOCATION, WIRING,
PROGRAMMING, AND CONTROL PANELS. COORDINATE FINAL DESIGN LOCATIONS WITH
ARCHITECT PRIOR TO ROUGH IN.
T.
PROVIDE COMPLETE DESIGN/BUILD FOR LOW VOLTAGE TELE/DATA SYSTEM. EXISTING
CABLING AND INFRASTRUCTURE TO BE RE-USED TO THE EXTENT POSSIBLE.
10. 2013 NFPA 13 STANDARDS FOR FIRE
SPRINKLER SYSTEMS.
B
D
PROVIDE A PULL CORD IN EVERY EMPTY CONDUIT FOR USE IN FUTURE CONSTRUCTION.
CONDUIT - CONCEALED IN WALLS OR CEILING.
CONDUIT - DIRECT BURIAL.
ALL CONDUITS SHALL BE A MINIMUM 3/4" , U.O.N. POWER AND LIGHTING BRANCH CIRCUITS
SHALL HAVE A MINIMUM TWO (2) #12 AWG AND ONE (1) #12 AWG GROUND TYPE
THWN/THHN. ALL POWER AND FIRE ALARM WIRING SHALL BE RUN IN CONDUIT. THE USE
OF ROMEX (NMC) OR BX (AC) CABLE IS NOT PERMITTED. PROVIDE ALL WIRES AND WIRE
SIZES REQUIRED BY LATEST CODES.
M.
2013 CALIFORNIA MECHANICAL CODE (CMC)
(PART 4, TITLE 24, CCR).
A
2700 E LELAND ROAD, PITTSBURG, CA 94565
2013 CALIFORNIA BUILDING CODE (CBC),
VOLUMES #1 AND #2 (PART 2,TITLE 24, CCR).
3.
6.
DUPLEX RECEPTACLE WITH TWO USB PORTS
WIRING & CONDUIT RUN SYMBOLS
"X" DENOTES SENSOR TYPE. SEE SCHEDULE. IN LIEU OF SCHEDULE:
DT = DUAL TECHNOLOGY
P = PASSIVE INFRARED
U = ULTRASONIC
X
PLUG LOAD CONTROLLED QUAD RECEPTACLE WITH SWITCHED DUPLEX
RECEPTACLE, REFER TO DETAILS
THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO BIDDING AND ALLOW FOR
ALL FIELD CONDITIONS. OBTAIN CONTRACT DOCUMENTS FOR ALL OTHER TRADES AND BE
RESPONSIBLE FOR ALL ELECTRICAL WORK NOTED AND CALLED OUT ON THE CONTRACT
DOCUMENTS. COORDINATE ELECTRICAL WORK WITH ALL OTHER TRADES ON PROJECT.
COORDINATE ALL CONDUIT RUNS, ELECTRICAL EQUIPMENT AND PANEL LOCATIONS WITH
ALL OTHER WORK TO AVOID CONFLICTS.
COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS. MATERIALS AND EQUIPMENTS
SHALL BE U.L. LISTED AND LABELED FOR THE APPLICATION.
CODES AND STANDARDS
1.
1
B.
I.
MOTOR RATED SWITCH
PHOTOSENSOR - WALL MOUNT WITH DIRECTIONAL VIEW. ARROW
INDICATES AIMING DIRECTION.
2
GENERAL NOTES
MAGNETIC STARTER - NEMA SIZE INDICATED.
P
E
5
ABBREVIATIONS
PLAN OR DETAIL DESIGNATION
"3" DENOTES DETAIL OR PLAN NUMBER
LUMINAIRE & SWITCH SYMBOLS
P
7
RECEPTACLE SYMBOLS
SHEET NOTE TAG - SEE ASSOCIATED NOTE ON SAME SHEET.
C
8
F
12. ADA STANDARDS FOR ACCESSIBLE DESIGN CODE OF REGULATIONS (INCLUDING
AMENDMENTS).
CONDUIT - CAPPED.
CONDUIT - CONTINUATION.
COMBINATION RJ11/BLANK TELEPHONE OUTLET - INSTALL AT + 18"
AFF UON. PROVIDE 1-1/4" CONDUIT TO TR ROOM.
SURFACE MOUNTED WIRE RACEWAY - INSTALL AT + 36" AFF UON.
COMBINATION RJ11/RJ45 TELEPHONE/DATA OUTLET - INSTALL AT
+ 18" AFF UON. PROVIDE 1-1/4" CONDUIT TO TR ROOM
SURFACE MOUNTED WIRE RACEWAY UP/DOWN
LI
C
WIRELESS ACCESS POINT
E2.01
FLOOR PLAN - LIGHTING
TGB
TELECOM GROUND BUS
E3.01
FLOOR PLAN - POWER & SIGNAL
LADDER TRAY
E5.01
DETAILS
BASKET TRAY
E6.01
SCHEDULES
LIGHTING ACCEPTANCE CERTIFICATE
BEFORE AN OCCUPANCY PERMIT IS GRANTED FOR A NEWLY CONSTRUCTED BUILDING
OR AREA, OR A NEW LIGHTING SYSTEM SERVING A BUILDING, AREA, OR SITE IS
OPERATED FOR NORMAL USE, ALL INDOOR AND OUTDOOR LIGHTING CONTROLS
SERVING THE BUILDING, AREA, OR SITE, SHALL BE CERTIFIED AS MEETING THE
ACCEPTANCE REQUIREMENTS FOR CODE COMPLIANCE IN ACCORDANCE WITH CEC
SECTION 130.4. A CERTIFICATE OF ACCEPTANCE SHALL BE SUBMITTED TO THE
ENFORCEMENT AGENCY UNDER CEC SECTION 10-103(a) OF PART 1. THE GENERAL
CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TESTING AND COMPLETION OF
REQUIRED ACCEPTANCE FORMS. IF GENERAL CONTRACTOR IS NOT LICENSED FOR
THIS WORK, GENERAL CONTRACTOR SHALL HIRE LICENSED THIRD PARTY.
E
RENEWAL
DATE
OF
CA
A
G
AT
WAP
IDENTIFICATION STAMP
DIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
5-31-2015
GENERAL INFORMATION - ELECTRICAL
NI
E0.01
IT
C-31285
ST
G
D ARCH
CT
DRAWING INDEX
COMBINATION RJ45/BLANK DATA OUTLET - INSTALL AT +1" ABOVE
COUNTER TOP BACK SPLACH TO BOTTOM OF FACEPLATE UON.
SE
E
COMBINATION RJ45/BLANK DATA OUTLET - INSTALL AT + 18" AFF
UON. PROVIDE 1-1/4" CONDUIT TO TR ROOM.
EN
R
LI F O
ARCHITECT'S STAMP
AC
DATE
FLS
SS
APPROVAL
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THE
PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVE AND
SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THE WRITTEN
CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONAL SERVICES AND
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT AND
ENGINEER.
H
H
CONSULTANT
J
J
GENERAL INFORMATION
ELECTRICAL
PROJECT NO: 985-0007
DATE: 08.24.2015
K
K
SHEET NO:
E0.01
12
11
10
9
8
7
6
5
4
3
2
1
MODULAR BID
PACKAGE
12
11
10
9
8
7
6
5
4
3
2
1
GENERAL NOTES
A.
A
A
B
B
C
C.1
D
D.9
E
1
B.
LIGHTING CONTROL BASIS OF DESIGN IS WATTSTOPPER
DLM. PROVIDE MANUFACTURER SHOP DRAWINGS
INDICATING ALL PARTS AND PIECES FOR A COMPLETE
WORKING SYSTEM.
C.
LUMINAIRES INDICATED AS EMERGENCY SHALL BE
CIRCUITED TO A CENTRAL LIGHTING INVERTER VIA UL924
EMERGENCY LIGHTING RELAY. REFER TO DETAILS FOR
ADDITIONAL INFORMATION.
D.
EXIT SIGNS SHALL BE CIRCUITED TO THE CENTRAL
LIGHTING INVERTER AND UNSWITCHED.
E.
CIRCUITS WITH PREFIX 'E' INDICATES CIRUIT TO CENTRAL
LIGHTING INVERTER
1
1.1
COORDINATE EXACT LOCATION OF LUMINAIRES AND
LIGHTING CONTROL DEVICES WITH ARCHITECT PRIOR TO
COMMENCEMENT OF WORK.
F.
PROVIDE QUANTITY OF WATTSTOPPER DLM ROOM
CONTROLLERS AS REQUIRED TO MEET LIGHTING
CONTROL INTENT SHOWN. LOCATE ROOM CONTROLLERS
ABOVE DROP CEILING.
G.
DAYLIGHT CONTROLS: PRIMARY AND SECONDARY
DAYLIT LIGHTING ZONES SHALL AUTOMATICALLY DIM
BASED ON AVAILABLE DAYLIGHT. SET POINT SHALL BE
30FC. PRIMARY AND SECONDARY ZONES SHALL BE
AUTOMATICALLY CONTROLLED SEPARATELY.
1.1
H.
BRANCH CIRCUITS OVER 75'-0", PROVIDE #10 AWG
CONDUCTORS
I.
TITLE 24 BRANCH CIRCUIT VOLTAGE DROP: MAXIMUM
75'-0", AT MAX LOADING OF 12A, PROVIDE #12.
C
#
A
B
LOS MEDANOS
COLLEGE
CAMPUS SAFETY CENTER
2700 E LELAND ROAD, PITTSBURG, CA 94565
C
SHEET NOTES
NO.
2
2
1.
ISSUE
DATE
NOT USED
NOT IN SCOPE
D
D
3
DISPATCH/
RECEPTION
A
3
L1
INTERVIEW
A
122
104
LIEUTENANT
3.4
OPEN TO
ABOVE
DT
121
3.4
OPEN TO
ABOVE
9' - 0"
IT
A
106
L1
3.8
3.8
S
E
E
MOD-LINE BEAMS
9' - 0"
4
A
CORPORAL
DT
DT
A
F
BREAKDTROOM
L1
119
5
A
9' - 0"
PARKING OFFICER
118
A
A
110
RECORDS
A
109
DT
F
9' - 0"
9' - 0"
L1
5
POLICE AIDE
EQUIP A
A
EQ
112
DT
EQ
A
L1
5.6
A
9' - 0"
PATROL
/ REPORT
DT
L1
DT
EQ
6
6
X
EQ
9' - 0"
9' - 0"
A
117
C
9' - 0"
OF
CA
R
LI F O
AC
DATE
FLS
SS
APPROVAL
C
9' - 0"
S
H
RENEWAL
DATE
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT AND
ENGINEER.
115
S
EQ
HALL
A
107
L1
7
L1
CONSULTANT
A
7
C
DT
PREBOOKING /
BOOKING
DT
113
DT
6'-0"
DT
A
A
H
EQ
6'-0"
C
D
E
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THE
PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVE AND
SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THE WRITTEN
CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONAL SERVICES AND
RESTROOM
A
IDENTIFICATION STAMP
DIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
IT
ARCHITECT'S STAMP
L1
RESTROOM
AT
9' - 0"
D ARCH
5-31-2015
G
ST
A
SE
C-31285
5.8
111
G
EN
T
5.8
LOST & FOUND
108
A
EC
5.6
S
A
A
S
LI
9' - 0"
AREA REQUIRING COORDINATION WITH SITE BUILT
120
D
EVIDENCE
STORAGE
L1
NI
4
X
A
C
A
9' - 0"
A
C
WOMEN
MEN
116
114
9' - 0"
8
X
D
J
EQ
J
9' - 0"
L1
D
X
L1
FLOOR PLAN LIGHTING
8
D
PROJECT NO: 985-0007
DATE: 08.24.2015
K
K
1
FLOOR PLAN - LIGHTING
E2.01
1/4" = 1'-0"
12
11
SHEET NO:
10
9
8
7
6
5
4
3
2
1
MODULAR BID
PACKAGE
12
11
10
9
8
7
6
5
4
3
2
1
GENERAL NOTES
A.
A
A
B
B
C
C.1
D
D.9
E
1
1
1.1
1.1
COORDINATE EXACT LOCATIONS OF ALL
ARCHITECTURAL, MECHANICAL AND PLUMBING
EQUIPMENT WITH ARCHITECTURAL, MECHANICAL AND
PLUMBING DRAWINGS.
B.
SIZE FUSES FOR ALL MECHANICAL AND PLUMBING
EQUIPMENT PER MANUFACTURER'S RECOMMENDATIONS.
C.
IN FINISHED INTERIOR AREAS, RUN ALL CONDUITS
CONCEALED, UNLESS OTHERWISE NOTED. PAINT ALL
EXPOSED CONDUITS AND ELECTRICAL EQUIPMENT.
REFER TO ARCHITECTS PAINTING SECTION FOR
REQUIREMENTS.
D.
SEE EQUIPMENT SCHEDULE ELECTRICAL REQUIREMENTS
FOR CIRCUITING OF EQUIPMENT AND REFER TO RISER
DIAGRAMS AND DETAILS FOR ADDITIONAL INFORMATION
ON WIRING, LAYOUT AND CONNECTIONS. SEE
MECHANICAL AND PLUMBING DRAWINGS FOR
ADDITIONAL INFORMATION.
E.
A
B
PROVIDE POWER 120V/24V TRANSFORMER AS REQUIRED
TO POWER VAV/BY-PASS DAMPERS, RESTROOM
PLUMBING CONTROLS, DUCT SMOKE DETECTORS,
MAGNETIC DOOR HOLDERS AND FIRE SMOKE DAMPERS
FOR MECHANICAL EQUIPMENT. SEE DIAGRAMS ON
MECHANICAL AND PLUMBING DRAWINGS FOR
CONNECTION TO MECHANICAL AND PLUMBING
EQUIPMENT. PROVIDE CIRCUIT FORM NEAREST
AVALIABLE PANEL, UNLESS OTHERWISE NOTED.
LOS MEDANOS
COLLEGE
CAMPUS SAFETY CENTER
EOC
2700 E LELAND ROAD, PITTSBURG, CA 94565
102
C
C
#
SHEET NOTES
NO.
2
2
1.
PROVIDE GROUNDING BUSBAR EQUIVALENT TO
CHATTSWORTH PRODUCTS 10622-010 FOR
COMMUNICATIONS AND DATA EQUIPMENT. GROUND
WITH ONE (1) #6 AWG CABLE. GROUND BUSBAR TO
NEAREST ELECTRICAL PANELBOARD WITH ONE (1) #6
AWG CABLE.
2.
PROVIDE ONE FLOOR TO CEILING, 3/4" THICK FIRE
RATED PLYWOOD BACKBOARD FOR COMMUNICATIONS
DEVICE MOUNTING.
3.
ADD ALTERNATE: 6"W X 4"D BASKET TRAY FOR
ROUTING OF HORIZONTAL LOW VOLTAGE CABLING IN
LIEU OF CONDUIT HOME RUN TO TR ROOM. CABLING
BY OTHERS. ROUTE ABOVE DROP CEILING THROUGH
CORRIDOR SPACE PER DISTRICT TECHNOLOGY
STANDARDS
LOBBY
101
NOT IN SCOPE
7
STORAGE
D
WP
103
J
3
3
A
A
A
INTERVIEW
104
2
A
WAP
A
5
3.4
3.4
A
DISPATCH/
RECEPTION
121
A
TGB
A
LIEUTENANT
IT
3.8
4
E
12"W LADDER RACK
5.
2-4"C SLEEVES.
6.
PROVIDE TWO L6-30R RECEPTACLES ABOVE EACH 4
POST RACK.
7.
PROVIDE 120V CONNECTION FOR WALL MOUNTED
SIGNAGE.
8.
FOR EWH
9.
MOUNT RECEPTACLE INSIDE EACH LOCKER SPACE
1
106
122
4.
3.8
6
ISSUE
DATE
D
E
A
A
4
4
3
10. 1-1/4"C ROUTE UP WALL CAVITY TO CEILING SPACE.
ROUTE CONDUIT ABOVE CEILING TO ELECTRICAL
ROOM.
2
CORPORAL
120
A
A
LOST &
FOUND
BREAK
ROOM
108
109
110
F
119
5
A
107
112
A
ELEC
A
105
111
5.6
D ARCH
IT
IDENTIFICATION STAMP
DIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
C-31285
5-31-2015
118
A
AT
G
ST
5.8
A
E
RENEWAL
DATE
OF
CA
A
PARKING
OFFICER
5.8
G
SE
CT
5.6
EN
E
HALL
PATROL
/
REPORT
C
A
POLICE
AIDE
EQUIP
NI
A
5
RECORDS
LI
F
EVIDENCE
STORAGE
R
LI F O
AC
DATE
FLS
SS
WP
A
WAP
6
J
6
ARCHITECT'S STAMP
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THE
PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVE AND
SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THE WRITTEN
CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONAL SERVICES AND
J
A
8
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT AND
ENGINEER.
8
RESTROOM
PREBOOKING
/
BOOKING
RESTROOM
117
115
APPROVAL
A
H
H
113
CONSULTANT
7
WOMEN
MEN
116
114
7
A
10
J
9
J
9
8
FLOOR PLAN POWER & SIGNAL
8
WP
PROJECT NO: 985-0007
DATE: 08.24.2015
K
K
1
FLOOR PLAN - POWER & SIGNAL
E3.01
1/4" = 1'-0"
12
11
10
SHEET NO:
9
8
7
6
5
4
3
2
1
MODULAR BID
PACKAGE
12
11
10
9
8
7
6
WATTSTOPPER DLM NOTES
B. LOCATE SENSOR MINIMUM 5 FEET FROM ANY AIR SUPPLY AND/OR
RETURN REGISTERS.
NORMAL SWITCHED SENSE
(RED 18AWG)
ELCU-200
NORMAL POWER SENSE
(BLACK 18AWG)
PUSH
TO TEST
NORMAL
POWER
NORMAL NEUTRAL
(WHITE 18AWG)
ESRU1C 120V
OR
ESRH1C 277V
C. THE CONTRACTOR SHALL COMMISSION SENSITIVITY AND TIME
DELAY SETTINGS AND PROVIDE TITLE 24 COMMISIONING
DOCUMENTS.
CUT JUMPER LOOP
TO USE WITH
NORMALLY CLOSED
-TEST SWITCH
-FIRE ALARM PANEL
-SECURITY PANEL
-OTHER
EMERGENCY
POWER
A. ALL SENSOR LOCATIONS ARE APPROXIMATE AND SHOWN FOR
DESIGN INTENT ONLY. LOCATE SENSORS PER MANUFACTURER
GUIDELINES AND INSTALLATION MANUAL. PROVIDE QUANTITIES
AND LOCATIONS AS REQUIRED FOR PROPER SENSING. FINAL
DEVICE LAYOUT SHALL BE SUBMITTTED AS A SHOP DRAWING AS
PART OF SUBMITTAL REVIEW. SHOP DRAWING APPROVAL IS
REQUIRED PRIOR TO PROCUREMENT AND ROUGH-IN.
RELAY STATUS LED
4
3
2
1
EMERG POWER OUT
(RED 12AWG)
EMERG LIGHTING
LOAD
0-10VDC DIMMING
DRIVER REQUIRED
REMOTE
ACTIVATION
A
5
YEL
LMRC-213
DIMMING ROOM
CONTROLLER
EMERG NEUTRAL
(WHITE 18AWG)
EMERG POWER IN
(BLACK 12AWG)
A
LIGHTING
LOAD (a)
RED
LIGHTING
LOAD (b)
PLUG LOAD CONTROLLER
LMPL-201
NEUTRAL WHT
HOT BLK
120/277V
RED
CONTROLLED
NEUTRAL WHT
HOT BLK
120
120/277
B
B
D. THE CONSTRACTOR SHALL PROVIDE ALL REQUIRED OCCUPANCY
SENSOR POWER PACKS. PROVIDE J-BOXES WITH BLANK
FACEPLATES AT CEILING.
E. ROOM CONTROLLERS SHALL BE MOUNTED IN AN ACCESSIBLE
LOCATION, INSIDE A MULTI-GANG J-BOX WITH BLANK FACEPLATE,
CONCEALED IN CABINETRY, ABOVE DROP CEILING/CLOUD, OR AT
A NEARBY REMOTE LOCATION. COORDINATE FINAL LOCATION OF
DEVICES WITH ARCHITECT.
F. ROOM CONTROLLER QUANTITIES SHOWN ON PLANS FOR DESIGN
INTENT. PROVIDE QUANTITIES AS REQUIRED FOR A COMPLETE
SYSTEM. ONE ROOM CONTROLLER IS REQUIRED FOR EACH
LIGHTING CIRCUIT. PROVIDE ROOM CONTROLLER SERIES WITH
THE FOLLOWING THREE SWITCHING ZONES (INCLUDING MULTIPLE
DAYLIGHT SWITCHING ZONES) AND CONTINUOUS DIMMING
CAPABILITIES.
C
WHT/YEL
WHT/BLK
120/277VAC
UNCONTROLLED
LMRJ SERIES PRE-TERMINATED
CABLES OR CAT5E (TYP). FREE TOPOLOGY
& SPLITTER ACCEPTABLE
"SWITCHING" LINE
SENSING LINE
UNSWITCHED
120/277
WHT
NUT
BLK
HOT
DLM OCCUPANCY
SENSOR
LIGHTING
LOAD (a)
RED
0-10VDC DIMMING
DRIVER REQUIRED
(COORDINATE FINAL SWITCH
SELECTIONS WITH OWNER)
*
GRY
LMRJ CABLES
OR CAT5E.
2700 E LELAND ROAD, PITTSBURG, CA 94565
<RJ45
(TYP.)
SEE INSTALLATION
INSTRUCTIONS FOR
TERMINATION TYPE.
CLASS 2 0-10 VOLT
CONTROL WIRING
C
TO DLM
DEVICES
H. COORDINATE WITH MANUFACTURER SO THAT DEVICES ALLOW
FOR OPEN TOPOLOGY, AND DO NOT REQUIRE ADDITIONAL CLASS
2 0-10V CONTROL WIRING. DEVICES SHALL HAVE NETWORK
CAPABILITY FOR FUTURE USE.
I. COMPATIBILITY WITH THIRD PARTY EQUIPMENT REQUIRES
SELECT DEVICES. THIRD PARTY PROJECTION SCREENS REQUIRE
#LMDI-101 AND #LMSW-102 TO UTILIZE DLM CONTROL SWITCH.
THIRD PARTY SHADES REQUIRE #LMDI-010 AND #LMSW-102 TO
UTILIZE DLM CONTROL SWITCH. COORDINATE WITH ARCHITECT
AND OWNER FOR SUCH REQUIREMENTS ON THE PROJECT.
3
LOS MEDANOS
COLLEGE
CAMPUS SAFETY CENTER
*BREAK-OFF REMOVAL
ON HOT SIDE REQUIRED
FOR SPLIT-CIRCUIT
WIRING.
VIO
LMRC-211
DIMMING
RM CONTROLLER
G. LMRJ SERIES PRE-TERMINATED CABLES OR CAT5E IS
ACCEPTABLE. MANUFACTURER RECOMMENDS PROVIDING LMRJ
SERIES PRE-TERMINATED CABLES FOR EASE OF INSTALLATION.
D
ORG N.O.
YEL COMM
NO.
DIGITAL LIGHTING CONTROL DIMMING
WITH EMERGENCY WIRING DIAGRAM
1
NO SCALE
ISSUE
DATE
PLUG LOAD CONTROL DIAGRAM
NO SCALE
D
J. ALL PART NUMBERS SHOWN ARE BY WATTSTOPPER. SEE
MANUFACTURER'S WEBSITE FOR SUPPORT DOCUMENTATION AND
TECHNICAL SUPPORT.
LIGHTING
LOAD (a)
K. SYSTEM SHALL HAVE NETWORK CAPABILITY FOR FUTURE
CONNECTION TO BMS AND WATTSTOPPER SYSTEMS.
LIGHTING
LOAD (b)
LMRC-213
DIMMING ROOM
CONTROLLER
LIGHTING
LOAD (b)
NEUTRAL WHT
HOT BLK
120/277V
CONTROLLED
CONTROLLED
E
0-10VDC DIMMING
BALLAST REQUIRED.
E
LMRJ SERIES PRE-TERMINATED
CABLES OR CAT5E. FREE TOPOLOGY
& SPLITTER ACCEPTABLE
WALL MOUNT BUTTON
CONTROL AND DIMMER
SWITCH
CONTROLLED
LMLS-500 DIMMING
PHOTOSENSOR
LMLS-500 DIMMING
PHOTOSENSOR
(AS NEEDED)
DLM OCCUPANCY
SENSOR
WALL MOUNT BUTTON
CONTROL AND DIMMER
SWITCH
(COORDINATE FINAL
SWITCH SELECTIONS WITH
OWNER)
F
DETAIL NOTES
1. CONTROLLED RECEPTACLES SHALL BE MARKED WITH PERMANENT IDENTIFICATION
C
SE
D ARCH
IT
IDENTIFICATION STAMP
DIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
C-31285
NO SCALE
5-31-2015
TE
A
G
ST
G
RENEWAL
DATE
OF
CA
A
NO SCALE
EN
CT
2
DIGITAL LIGHTING CONTROL
DIMMING WIRING DIAGRAM
E
4
IDENTIFICATION FOR
PLUG LOAD CONTROL
F
NI
PLUG LOAD CONTROLLED QUAD RECEPTACLE
WITH SWITCHED DUPLEX RECEPTACLE
LI
PLUG LOAD CONTROLLED
HALF SWITCHED RECEPTACLE
<RJ45
(TYP.)
R
LI F O
ARCHITECT'S STAMP
AC
DATE
FLS
SS
APPROVAL
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THE
PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVE AND
SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THE WRITTEN
CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONAL SERVICES AND
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT AND
ENGINEER.
H
H
CONSULTANT
J
J
DETAILS
PROJECT NO: 985-0007
DATE: 08.24.2015
K
K
SHEET NO:
E5.01
12
11
10
9
8
7
6
5
4
3
2
1
MODULAR BID
PACKAGE
12
11
10
9
8
7
6
5
4
3
2
1
A
A
LUMINAIRE SCHEDULE
DESCRIPTION
TYPE
HOUSING
LENS
REFLECTOR
2X4 RECESSED LED
DIE FORMED 20 GAUGE COLD
ROLLED STEEL WITH
INTEGRATED SEISMIC
BRACKETS.
UV STABALIZED IMPACT
RESISTANT FROSTED
VIRGIN ACRYLIC
LINEAR PENDANT LED
DIE FORMED STEEL WITH DIE
FORMED JOINER SYSTEM. PLUG
TOGEHTER WIRING STANDARD.
RECESSED 1X4 LED
MOUNTING
FINISH
LAMP(S)
BALLAST
MANUFACTURERS
NOTES
DIRECT/INDIRECT
RECESSED
STANDARD WHITE
0-10V STD
DRIVER.
10%-100% DIM
HIGH OUTPUT ENGINE 5585
LUMENS
FINELISTE #HPR
LED-A-2X4-DCO-HO-3500K-120V-SC-CX OR
APPROVED EQUAL
DIFUSE CENTER OPTIC,
NA
73% TRANSMISSIVE, 99%
DIFFUSION
DIRECT/INDIRECT
PENDANT
STANDARD WHITE
0-10V STD
DRIVER.
10%-100% DIM
HIGH OUTPUT 2 ENGINE 3652
LUMEN PER 4 FOOT SECTION
FINELITE # S16
LED-ID-DCO-X-3E-HO-HO-3500--SC-120-FA-F
E-CX OR APPROVED EQUAL
DIE FORMED 20 GAUGE COLD
ROLLED STEEL WITH
INTEGRATED SEISMIC
BRACKETS.
UV STABALIZED IMPACT
RESISTANT FROSTED
VIRGIN ACRYLIC
DIRECT/INDIRECT
RECESSED
STANDARD WHITE
0-10V STD
DRIVER.
10%-100% DIM
STD OUTPUT 3152 LUMENS
FINELISTE #HPR
LED-A-1X4-DCO-SO-3500K-120V-SC-DW OR
APPROVED EQUAL
EXTERIOR WALL MOUNT LED
TRAPZOIDAL WEDGE LED, DIE
CAST ALUMINUM
LENSED TYPE III
DISTRIBUTION
-
DIRECT
WALL
NATURAL ALUMINUM
0-10V STD
DRIVER.
10%-100% DIM
34 WATT, 3559 LUMEN
GARDCO #101L-APD-3-NW-120-NP OR
APPROVED EQUAL
EXIT SIGN
DIE CAST ALUMINUM WITH FIELD
SELECTABLE CHEVRONS
NA
NA
NA
UNIVERSAL
STANDARD
ELECTRONIC
LED
LITHONIA #LRP-1-GMR-120 OR APPROVED
EQUAL
A
B
C
B
D.
X
HIGH
REFLECTANCE
MATTE WHITE
DISTRIBUTION
HIGH
REFLECTANCE
MATTE WHITE
B
CAMPUS SAFETY CENTER
NOTES:
A.
THIS LUMINAIRE SCHEDULE IS NOT COMPLETE WITHOUT A COPY OF THE PROJECT MANUAL CONTAINING THE ELECTRICAL SPECIFICATIONS.
B.
PROVIDE +/- 12 INCH ADJUSTABILITY IN AIRCRAFT CABLE LENGTH WHERE USED.
C.
COORDINATE ALL CEILING TYPES WITH LUMINAIRE LOCATIONS PRIOR TO ORDERING LUMINAIRES. COORDINATE INSTALLATION WITH REFLECTED CEILING PLAN.
D.
SPECIFIED MANUFACTURERS ARE APPROVED TO SUBMIT BID. INCLUSION DOES NOT RELIEVE MANUFACTURER FROM SUPPLYING PRODUCT AS DESCRIBED.
E.
PROVIDE SUBMITTALS THAT INCLUDE THE LUMINAIRE, LAMP AND BALLAST INFORMATION OF EACH LUMINAIRE, WITH APPLICABLE OPTIONS CLEARLY CHECKED OR HIGHLIGHTED. SUBMITTALS NOT INCLUDING THIS INFORMATION WILL BE RETURNED AS REJECTED BY THE ENGINEER OF RECORD.
F.
PROVIDE COMMISSIONING OF THE LIGHTING AND LIGHTING CONTROLS IN ACCORDANCE WITH CALIFORNIA TITLE 24 LIGHTING COMMISSIONING REQUIREMENTS.
2700 E LELAND ROAD, PITTSBURG, CA 94565
C
NO.
SWITCHBOARD DSBA
208/120 V
3 PH 4W
400 A
400 A
35000 A
SURFACE
1
2
D
3
PHASE A:
0 VA
0A
PHASE B:
0 VA
0A
PHASE C:
0 VA
0A
CONNECTED:
0 VA
0A
DEMAND:
0 VA
0A
4
5
VA
LOAD DESCRIPTION
NOTES
A
B
C
A
B
C
A
B
LOAD DESCRIPTION
3.
10
BKR
CKT
CKT
BKR
VA
LOAD DESCRIPTION
NOTES
NOTES
LOAD DESCRIPTION
VA
BKR
CKT
CKT
BKR
VA
LOAD DESCRIPTION
A
A
20/1
1
2
20/1
A
B
B
20/1
3
4
20/1
B
B
C
20/1
5
6
20/1
C
C
20/1
5
6
20/1
C
C
A
20/1
7
8
20/1
A
A
20/1
7
8
20/1
A
A
B
20/1
9
10
20/1
B
B
20/1
9
10
20/1
B
B
C
20/1
11
12
20/1
C
C
20/1
11
12
20/1
C
A
20/1
13
14
20/1
A
A
20/1
13
14
20/1
A
B
B
B
20/1
15
16
20/1
B
B
20/1
15
16
20/1
B
C
20/1
17
18
20/1
C
C
20/1
17
18
20/1
C
A
20/1
19
20
20/1
A
A
20/1
19
20
20/1
A
B
20/1
21
22
20/1
B
B
20/1
21
22
20/1
B
C
20/1
23
24
20/1
C
C
20/1
23
24
20/1
C
A
20/1
25
26
20/1
A
A
20/1
25
26
20/1
A
B
20/1
27
28
20/1
B
B
20/1
27
28
20/1
B
C
20/1
29
30
20/1
C
C
20/1
29
30
20/1
C
A
20/1
31
32
20/1
A
A
20/1
31
32
20/1
A
B
B
20/1
33
34
20/1
B
B
20/1
33
34
20/1
B
C
C
20/1
35
36
20/1
C
C
20/1
35
36
20/1
C
A
A
20/1
37
38
20/1
A
A
20/1
37
38
20/1
A
B
B
20/1
39
40
20/1
B
B
20/1
39
40
20/1
B
C
20/1
41
42
20/1
C
C
20/1
41
42
20/1
C
B
GENERAL NOTES
SCHEDULE NOTES
B
a.
C
b.
c.
C
A
B
C
CONNECTED (kVA)
SUBFED (kVA)
TOTAL BY TYPE (kVA)
DEMAND FACTOR (kVA)
DEMAND BY TYPE (kVA)
G
GENERAL
0.00
0.00
0.00
100%
0.00
L
LIGHTING
0.00
0.00
0.00
125%
0.00
R
RECEPTACLES
0.00
0.00
0.00
100%/50%
0.00
K
KITCHEN
0.00
0.00
0.00
100%
0.00
H
HEATING
0.00
0.00
0.00
100%
0.00
M
MOTORS
0.00
0.00
0.00
100%
0.00
LM
LARGEST MOTOR
0.00
0.00
0.00
125%
0.00
WH
WATER HEATER
0.00
0.00
0.00
125%
0.00
C
CONTINUOUS
0.00
0.00
0.00
125%
0.00
a.
1.
2.
b.
2.
3.
c.
3.
LOAD
TYPE
LOAD DESCRIPTION
CONNECTED (kVA)
SUBFED (kVA)
TOTAL BY TYPE (kVA)
DEMAND FACTOR (kVA)
G
L
R
K
H
M
LM
WH
C
GENERAL
LIGHTING
RECEPTACLES
KITCHEN
HEATING
MOTORS
LARGEST MOTOR
WATER HEATER
CONTINUOUS
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
100%
125%
100%/50%
100%
100%
100%
125%
125%
125%
DEMAND BY TYPE (kVA)
LOAD
TYPE
LOAD DESCRIPTION
CONNECTED (kVA)
SUBFED (kVA)
TOTAL BY TYPE (kVA)
DEMAND FACTOR (kVA)
DEMAND BY TYPE (kVA)
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
G
L
R
K
H
M
LM
WH
C
GENERAL
LIGHTING
RECEPTACLES
KITCHEN
HEATING
MOTORS
LARGEST MOTOR
WATER HEATER
CONTINUOUS
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
100%
125%
100%/50%
100%
100%
100%
125%
125%
125%
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
F
EN
SE
D ARCH
IT
CT
LOAD DESCRIPTION
1.
E
LOAD
TYPE
SCHEDULE NOTES
E
C
B
GENERAL NOTES
NOTES
LI
B
A
14
VA
20/1
C
F
0A
0A
20/1
A
13
0 VA
0 VA
4
A
12
CONNECTED:
DEMAND:
2
C
11
0A
0A
0A
1
A
2.
PANEL L1
0 VA
0 VA
0 VA
3
C
9
0A
0A
PHASE A:
PHASE B:
PHASE C:
20/1
A
1.
0 VA
0 VA
208/120 V
3 PH 4W
MLO
100 A
22000 A
SURFACE
20/1
C
SCHEDULE NOTES
CONNECTED:
DEMAND:
VOLTAGE:
PHASE/WIRE:
MAIN AMPS:
BUS AMPS:
AIC RATING
MOUNTING:
A
A
8
0A
0A
0A
B
a.
E
0 VA
0 VA
0 VA
A
C
7
PHASE A:
PHASE B:
PHASE C:
C
GENERAL NOTES
c.
208/120 V
3 PH 4W
125 A
225 A
22000 A
SURFACE
D
NOTES
A
b.
VOLTAGE:
PHASE/WIRE:
MAIN AMPS:
BUS AMPS:
AIC RATING
MOUNTING:
PANEL R1
C
6
DATE
IDENTIFICATION STAMP
DIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
C-31285
5-31-2015
TE
A
G
ST
G
RENEWAL
DATE
OF
CA
A
CKT
VOLTAGE:
PHASE/WIRE:
MAIN AMPS:
BUS AMPS:
AIC RATING
MOUNTING:
ISSUE
NI
C
LOS MEDANOS
COLLEGE
R
LI F O
ARCHITECT'S STAMP
AC
DATE
FLS
SS
APPROVAL
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THE
PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVE AND
SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THE WRITTEN
CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONAL SERVICES AND
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT AND
ENGINEER.
H
H
CONSULTANT
J
J
SCHEDULES
PROJECT NO: 985-0007
DATE: 08.24.2015
K
K
SHEET NO:
E6.01
12
11
10
9
8
7
6
5
4
3
2
1
MODULAR BID
PACKAGE
10
GENERAL SYMBOLS
PLAN OR DETAIL DESIGNATION
"3" DENOTES DETAIL OR PLAN NUMBER
1.
"E2.1" DENOTES SHEET NUMBER. BLANK DENOTES SAME SHEET.
SECTION OR ELEVATION DESIGNATION
"2" DENOTES SECTION OR ELEVATION NUMBER
2.
"E1.0" DENOTES SHEET NUMBER. BLANK DENOTES SAME SHEET.
3.
B
3
SHEET NOTE TAG - SEE ASSOCIATED NOTE ON SAME SHEET.
4.
11
FEEDER, CONDUIT OR RELAY SCHEDULE TAG
FIRE ALARM SYMBOLS
F
C
WP
HORN/STROBE
MODEL: COOPER WHEELOCK EXCEDER HS SERIES
CSFM: 7125-0785:0168
F
HORN - WEATHER PROOF, VANDAL RESISTANT
MODEL: COOPER WHEELOCK AH-24WP
CSFM: 7125-0785:0131
H
C
S
(E)
FACP
D
ACTIVATION OF A VALVE SUPERVISORY SWITCH OR SHOULD AN OPEN GROUND OR FAULT
OCCUR IN THE WIRING, THE FACP(S) AND REMOTE ANNUNCIATOR(S) SHALL INITIATE A
TROUBLE SIGNAL AND SHALL INDICATE THE SOURCE OF THE TROUBLE.
ONCE THE SYSTEM IS BACK TO NORMAL, THE PANEL WILL RESOUND FOR PROPER
RESETTING.
WHERE REMOTE MONITORING IS NOT REQUIRED, THE FIRE ALARM PANEL SHALL BE
BACKED UP BY STANDY BATTERIES FOR 24 HOURS AND 5 MINUTES OF ALARM. WHERE
REMOTE MONITORING IS REQUIRED, THE FIRE ALARM PANEL SHALL BE BACKED UP BY
STANDBY BATTERIES FOR 60 HOURS AND 5 MINUTES OF ALARM.
ALARM SILENCE CAN ONLY BE PERFORMED AFTER 5 MIN. OF ALARM IN ANY CONDITION.
STROBE
MODEL: COOPER WHEELCOK EXCEDER ST SERIES
CSFM: 7125-0785:0168
F
HEAT DETECTOR - ABOVE CEILING
MODEL: SYSTEM SENSOR 5251H (W/ BASE B210LP)
CSFM: 7270-1653:0137 (7300-1653:0109)
OCCUPANCY TYPE: B (EDUCATIONAL)
2.
SYSTEM TYPE: CLASS B, ADDRESSABLE, AUTOMATIC
3.
METHOD OF COMMUNICATION: TELEPHONE
4.
SCOPE OF WORK: NEW AUTOMATIC EXTENSION OF AN EXISTING AUTOMATIC FIRE ALARM
SYSTEM TO A NEW BUILDING AT AN EXISTING SCHOOL CAMPUS.
SMOKE DETECTOR
MODEL: SYSTEM SENSOR 2251B(W/ BASE B210LP)
CSFM: 7272-1653:0123 (7300-1653:0109)
(E) FIRE ALARM CONTROL PANEL
MODEL: HARRINGTON HS-3400
CSFM: 7165-0476:114
EOL
END OF LINE RESISTOR
AM
ADDRESSABLE MODULE
MODEL: SYSTEM SENSOR M500M
CSFM: 7300-1653:0103
RM
PROJECT DESCRIPTION
1.
5
4
ABBREVIATIONS
ACTIVATION OF ANY SYSTEM PULL STATION, SMOKE DETECTOR OR HEAT DETECTOR
FLOW SWITCH OR ANSUL UNIT SHALL CAUSE ALL SIGNAL DEVICES ON THE CAMPUS TO
ACTIVATE AND SOUND. FACP(S) AND REMOTE ANNUNCIATOR(S) SHALL INDICATE THE
SOURCE OF THE ALARM AND ALARM LIGHT(S) ON THE FIRE ALARM PANEL WILL
ILLUMINATE. ACTIVATION OF ALARM SHALL CAUSE THE DIGITAL ALARM COMMUNICATIONS
TRANSMITTER TO TRANSMIT THE ALARM TO A U.L. LISTED CENTRAL STATION.
5.
6
A
ABV
AF
AFF
AIC
ARCH
AS
AT
ATS
BKR
BLDG
C
CATV
CB
CBC
CD
CEC
CFC
CKT
CL
CLG
CO
COMM
CSFM
CTR
(D)
DET
DIM
DIST
DP
DWG
(E)
ELEC
EM
EMT
EOL
EQP
FA
FACP
(F)
FIN
FL
G , GND
HGT
HP
IC
IDF
AMPERE
ABOVE
AMPERE FRAME, AMPERE FUSE
ABOVE FINISHED FLOOR
AMPERE INTERRUPTING CAPACITY
ARCHITECTURAL
AMPERE SWITCH
AMPERE TRIP
AUTOMATIC TRANSFER SWITCH
BREAKER
BUILDING
CONDUIT
CABLE TELEVISION
CIRCUIT BREAKER
CALIFORNIA BUILDING CODE
CANDELA
CALIFORNIA ELECTRICAL CODE
CALIFORNIA FIRE CODE
CIRCUIT
CENTER LINE
CEILING
CONDUIT ONLY
COMMUNICATIONS
CALIFORNIA STATE FIRE MARSHALL
CENTER
DEMOLISH
DETAIL
DIMENSION
DISTRIBUTION
DISTRIBUTION PANEL
DRAWING
EXISTING
ELECTRICAL
EMERGENCY
ELECTRICAL METALLIC TUBING
END OF LINE RESISTOR
EQUIPMENT
FIRE ALARM
FIRE ALARM CONTROL PANEL
FUTURE
FINISH
FLOOR
GROUND
HEIGHT
HORSEPOWER
INTERCOM
INTERMEDIATE DISTRIBUTION FRAME
3
IMC
JB
KAIC
KV
KVA
KW
LTG
LV
MAX
KCMIL
MDF
MECH
MH
MIN
MTD
MTG
NC
NFPA
NIC
NIEC
NO
NTS
OC
P
PA
PB
PF
PH
PNL
PVC
(R)
REQD
REQT(S)
RM
RSC
SHT
STC
SW
SWBD
TC
TEL
TYP
UON
V
W
WP
XFMR
INTERMEDIATE METAL CONDUIT
JUNCTION BOX
KILOAMPERE INTERRUPTING CAPACITY
KILOVOLT
KILOVOLT AMPERE
KILOWATT
LIGHTING
LOW VOLTAGE
MAXIMUM
THOUSAND CIRCULAR MILS
MAIN DISTRIBUTION FRAME
MECHANICAL
MANHOLE
MINIMUM
MOUNTED
MOUNTING
NORMALLY CLOSED
NATIONAL FIRE PROTECTION ASSOCIATION
NOT IN CONTRACT
NOT IN ELECTRICAL CONTRACT
NUMBER, NORMALLY OPEN
NOT TO SCALE
ON CENTER
POLE
PUBLIC ADDRESS
PULL BOX
POWER FACTOR
PHASE
PANEL
POLYVINYL CHLORIDE
EXISTING TO BE RELOCATED
REQUIRED
REQUIREMENT(S)
ROOM
RIGID STEEL CONDUIT
SHEET
SIGNAL TERMINAL CABINET
SWITCH
SWITCHBOARD
TERMINAL CABINET
TELEPHONE
TYPICAL
UNLESS OTHERWISE NOTED
VOLT
WATT, WIRE
WEATHERPROOF
TRANSFORMER
E
75
F
H
N2-4
D1-5
THE CONTRACTOR SHALL VISIT THE PROJECT SITE PRIOR TO BIDDING AND ALLOW FOR
ALL FIELD CONDITIONS. OBTAIN CONTRACT DOCUMENTS FOR ALL OTHER TRADES AND BE
RESPONSIBLE FOR ALL ELECTRICAL WORK NOTED AND CALLED OUT ON THE CONTRACT
DOCUMENTS. COORDINATE ELECTRICAL WORK WITH ALL OTHER TRADES ON PROJECT.
COORDINATE ALL CONDUIT RUNS, ELECTRICAL EQUIPMENT AND PANEL LOCATIONS WITH
ALL OTHER WORK TO AVOID CONFLICTS.
B.
COMPLY WITH ALL APPLICABLE CODES AND REGULATIONS. MATERIALS AND EQUIPMENT
SHALL BE U.L. AND CALIFORNIA STATE FIRE MARSHAL (CSFM) LISTED AND LABELED FOR
THE APPLICATION.
C.
BEFORE BEGINNING CONSTRUCTION, PROVIDE TO THE ARCHITECT A CONSTRUCTION
SCHEDULE OF ELECTRICAL WORK. THE CONSTRUCTION SCHEDULE SHALL IDENTIFY ALL
SIGNIFICANT MILESTONES WITH COMPLETION DATES.
B
THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF PERSONS AND
PROPERTY AND SHALL PROVIDE INSURANCE COVERAGE AS NECESSARY FOR LIABILITY,
PERSONAL, PROPERTY DAMAGE, TO FULLY PROTECT THE OWNER, ARCHITECT AND
ENGINEER FROM ANY AND ALL CLAIMS RESULTING FROM THIS WORK.
E.
MAINTAIN RECORD DRAWINGS AT THE PROJECT SITE INDICATING ALL MODIFICATIONS TO
ELECTRICAL SYSTEMS. AT THE CONCLUSION OF THE PROJECT, PROVIDE ACCURATE
"AS-BUILT" DRAWINGS ACCEPTABLE TO THE ARCHITECT.
CAMPUS SAFETY CENTER
ALL MATERIALS PROVIDED FOR THE PROJECT SHALL BE NEW, UNLESS OTHERWISE
NOTED. PROVIDE ALL INCIDENTAL MATERIALS REQUIRED FOR A COMPLETE
INSTALLATION.
2700 E LELAND ROAD, PITTSBURG, CA 94565
F.
G.
ALL MATERIALS PROVIDED FOR THE PROJECT SHALL BE NEW, UNLESS OTHERWISE
NOTED. PROVIDE ALL INCIDENTAL MATERIALS REQUIRED FOR A COMPLETE
INSTALLATION.
H.
PROVIDE ALL REQUIRED "CUTTING, PATCHING, BACK FILL AND REPAIRS" NECESSARY TO
RESTORE DAMAGED SURFACES TO EQUAL OR BETTER THAN ORIGINAL CONDITIONS
EXISTING AT START OF WORK.
I.
THERE SHALL BE NO ROOF PENETRATIONS WITHIN 5'-0" OF FIRE RATED OR AREA
SEPARATION WALLS. VERIFY EXACT LOCATIONS OF THESE WALLS WITH ARCHITECTURAL
DRAWINGS.
J.
ALL ELECTRICAL EQUIPMENT INSTALLED OUTDOORS SHALL BE WEATHERPROOF.
EXTERIOR CONDUIT RUNS INTO BUILDINGS SHALL BE INSTALLED WITH FLASHING,
CAULKED AND SEALED. CONDUITS FOR EXTERIOR ELECTRICAL DEVICES SHALL BE RUN
INSIDE BUILDING, UNLESS OTHERWISE NOTED. UNDERGROUND AND EXTERIOR CONDUIT
SHALL HAVE WATERTIGHT FITTINGS.
K.
ALL CONDUITS SHALL BE A MINIMUM 3/4," UNLESS OTHERWISE NOTED. POWER BRANCH
CIRCUITS SHALL HAVE A MINIMUM TWO (2) #12 AWG AND ONE (1) #12 AWG GROUND TYPE
THWN/THHN. ALL POWER AND FIRE ALARM WIRING SHALL BE RUN IN CONDUIT. THE USE
OF ROMEX (NMC) OR BX (AC) CABLE IS NOT PERMITTED. PROVIDE ALL WIRES AND WIRE
SIZES REQUIRED BY LATEST CODES.
C
NO.
CONDUITS SHALL NOT BE USED AS A GROUND PATH. ALL CONDUITS SHALL CONTAIN A
GROUNDING CONDUCTOR, SIZED PER NEC/CEC REQUIREMENTS.
M.
PROVIDE A PULL CORD IN EVERY EMPTY CONDUIT FOR USE IN FUTURE CONSTRUCTION.
N.
THE CONTRACTOR SHALL BE RESPONSIBLE FOR SITE LOCATING ALL EXISTING
UNDERGROUND SYSTEMS IN THE AREA OF UNDER GROUND WORK. REPAIR ALL DAMAGED
SYSTEMS TO OWNERS SATISFACTION. MAINTAIN EXTREME CARE DURING TRENCHING AS
EXISTING SYSTEMS ARE KNOWN TO EXIST IN THE AREA. THE DRAWINGS AND
SPECIFICATIONS ARE FOR THE ASSISTANCE AND GUIDANCE OF THE CONTRACTOR.
EXACT LOCATIONS, DISTANCES AND ELEVATIONS WILL BE GOVERNED BY ACTUAL
CONDITIONS. COORDINATE THE CONTRACT DOCUMENTS AND FIELD CONDITIONS TO
DETERMINE EXACT ROUTING AND FINAL TERMINATIONS FOR ALL WORK.
O.
CONDUIT AND WIRING ARE SHOWN ON THESE PLANS DIAGRAMMATICALLY. EXACT
LOCATIONS SHALL BE DETERMINED IN THE FIELD TO SUIT SITE CONDITIONS.
P.
SEISMIC ANCHORAGE OF ALL ELECTRICAL EQUIPMENT SHALL BE PROVIDED IN
ACCORDANCE WITH TITLE 24, CBC SECTION 1632A.
Q.
PLANS SHALL BE APPROVED BY THE "DIVISION OF THE STATE ARCHITECT" (DSA) PRIOR TO
BEGINNING WORK. SUBMIT SHOP DRAWINGS TO THE ENGINEER FOR REVIEW PRIOR TO
PURCHASE.
R.
SUFFICIENT ACCESS AND WORKING SPACE SHALL BE PROVIDED AND MAINTAINED ABOUT
ALL ELECTRIC EQUIPMENT TO PERMIT READY AND SAFE OPERATION AND MAINTENANCE
OF SUCH EQUIPMENT PER CEC ARTICLE 110-26.
S.
ALL FIRE ALARM DEVICES SHALL BE CALIFORNIA STATE FIRE MARSHAL (CSFM) LISTED.
GENERAL NOTES CONT'D
T.
FIRE ALARM WIRING AND MATERIALS SHALL BE LISTED FOR USE AS REQUIRED BY TITLE
24/CEC, ARTICLE 760. MINIMUM WIRE SHALL BE TWO (2) #14 AWG FOR INITIATING CIRCUITS
AND TWO (2) #14 AWG FOR INDICATING CIRCUITS.
AE. AUDIBLE SIGNALS INTENDED FOR OPERATION IN THE PUBLIC MODE SHOULD HAVE A
SOUND LEVEL OF NOT LESS THAN 75 dBA AT 10 FEET OR MORE THAN 110 dBA AT THE
MINIMUM HEARING DISTANCE FROM THE AUDIBLE APPLIANCE. (2010 NFPA 72
SECTION18.4)
U.
FIRE ALARM WIRE USED IN WET LOCATIONS SHALL BE OF AN APPROVED TYPE IN
ACCORDANCE WITH 3-310-8, T24/CEC (i.e. THHW OR EQUAL).
V.
PER CEC STANDARDS ALL WIRING IS TO BE PULLED THROUGH EACH JUNCTION BOX AND
CONNECTED DIRECTLY TO EACH FIRE DEVICE. DO NOT SPLICE WIRE. THERE MUST BE AT
LEAST 6" OF LEAD WIRE FROM BOX TO THE DEVICE. ALL BOXES SIZED PER CEC.
2013 CALIFORNIA BUILDING CODE (CBC), VOLUMES #1 AND #2 (PART 2,TITLE 24, CCR).
2.
2013 CALIFORNIA ELECTRICAL CODE (PART 3, TITLE 24, CCR).
3.
2013 CALIFORNIA MECHANICAL CODE (CMC) (PART 4, TITLE 24, CCR).
4.
2013 CALIFORNIA PLUMBING CODE (CPC) (PART 5, TITLE 24, CCR).
5.
2013 CALIFORNIA ENERGY CODE (PART 6,TITLE 24, CCR).
6.
2013 CALIFORNIA FIRE CODE (CFC) (PART 9,TITLE 24, CCR).
7.
2013 CALIFORNIA GREEN CODE (PART 11, TITLE 24, CCR).
8.
2013 CALIFORNIA REFERENCED STANDARDS CODE (PART 12, TITLE 24, CCR).
"75" DENOTES CANDELA RATING OF STROBE
9.
2013 NFPA 72 NATIONAL FIRE ALARM CODE.
"D1" DENOTES DETECTION ZONE
"5" DENOTES DEVICE NUMBER
10. 2013 NFPA 13 STANDARDS FOR FIRE SPRINKLER SYSTEMS.
WIRING & CONDUIT RUN SYMBOLS
CONDUIT - CONCEALED IN WALLS OR CEILING.
CONDUIT - DIRECT BURIAL.
CONDUIT - HOME RUN TO PANEL, TERMINAL CABINET, ETC.
SIZE CONDUIT ACCORDING TO SPECIFICATIONS AND APPLICABLE
CODES. ALL 20A, 1P BRANCH CIRCUITS SHALL BE #12 AWG
WIRES WITH #12 AWG NEUTRALS AND GROUNDS. RUN A
MAXIMUM OF 3 BRANCH CIRCUITS PER CONDUIT.
AF. SMOKE DETECTORS SHALL NOT BE ANY CLOSER THAN 1' FROM FIRE SPRINKLERS OR 3'
FROM ANY SUPPLY DIFFUSER. IN AREA OF CONSTRUCTION OR POSSIBLE
DAMAGE/CONTAMINATION ON NEWLY INSTALLED FIRE ALARM DEVICES SHALL BE
COVERED UNTIL THAT AREA IS READY TO BE TURNED OVER TO THE OWNER.
CONDUIT - FLEX WITH CONNECTION.
F
W. PENETRATIONS OF FIRE RATED WALLS SHALL BE PROTECTED IN ACCORDANCE WITH
CALIFORNIA BUILDING CODE, CHAPTER 7, TITLE 24. PROVIDE DETAILS OF FIRE- STOP
SYSTEMS FOR ALL PIPE/CABLE/CONDUIT PASSING THROUGH FIRE RATED WALLS/FLOORS
REQUIRING PROTECTED OPENINGS.
EN
SE
D ARCH
IT
IDENTIFICATION STAMP
DIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
C-31285
AH. DSA, ARCHITECT AND ENGINEER SHALL BE NOTIFIED A MINIMUM OF 48 HOURS PRIOR TO
THE FINAL INSPECTION AND/OR TESTING.
CONDUIT - EMERGENCY POWER SYSTEM.
CONDUIT - CAPPED.
AI. FINAL FIRE ALARM TEST SHALL BE MADE WITH THE DSA INSPECTOR OF RECORD (IOR).
LOCAL FIRE AUTHORITY SHALL BE NOTIFIED OF DATE AND TIME OF FINAL FIRE ALARM
TESTING AND SHALL ASSIST/WITNESS SUCH TESTING AT THEIR DISCRETION.
CONDUIT - CONTINUATION.
Y.
AJ. SUPERVISORY MONITORING SHALL BE TESTED AND VERIFIED AS SENDING CORRECT
SIGNALS IN CONJUNCTION WITH FINAL ACCEPTANCE TEST.
NEW VS. EXISTING
(N) CONDUIT - CONCEALED IN WALLS OR CEILING.
AK. FIRE ALARM CONTRACTOR SHALL PROVIDE A "RECORD OF COMPLETION" TO THE OWNER,
ARCHITECT AND INSPECTOR OF RECORD (IOR)/DSA AFTER COMPLETION OF OPERATIONAL
ACCEPTANCE TESTS. (2013 NFPA 72 SECTION 10.18.2.1.2.4)
(E) CONDUIT - CONCEALED IN WALLS OR CEILING.
(E) CONDUIT - TO BE REMOVED.
AL. OWNER SHALL BE RESPONSIBLE FOR ESTABLISHING A FIRE ALARM MONITORING
CONTRACT OR PROVISIONS. THE SUPERVISORY STATION SHALL BE LISTED AS EITHER
UUFX OR UUJS BY UNDERWRITERS LABORATORIES OR SHALL MEET THE REQUIREMENTS
OF FACTORY MUTUAL RESEARCH APPROVAL STANDARD 3011.
F
(N) MANUAL PULL STATION
F
(E) MANUAL PULL STATION
F
(E) MANUAL PULL STATION - TO BE REMOVED.
H
GENERAL INFORMATION - FIRE ALARM
F2.01
FLOOR PLAN - FIRE ALARM
5-31-2015
G
ALL FIRE ALARM DEVICE CONNECTIONS TO THE LIGHT AND POWER SERVICE SHALL BE ON
A DEDICATED BRANCH CIRCUIT(S). THE CIRCUIT(S) AND CONNECTIONS SHALL BE
MECHANICALLY PROTECTED. CIRCUIT DISCONNECTING MEANS SHALL HAVE A RED
MARKING, SHALL BE ACCESSIBLE ONLY TO AUTHORIZED PERSONNEL, AND SHALL BE
IDENTIFIED AS "FIRE ALARM CIRCUIT CONTROL." THE LOCATION OF THE CIRCUIT
DISCONNECTING MEANS SHALL BE PERMANENTLY IDENTIFIED AT THE FIRE ALARM
CONTROL UNIT. (2010 NFPA 72 SECTION 10.5.5.1)
E
RENEWAL
DATE
OF
CA
R
LI F O
ARCHITECT'S STAMP
AC
DATE
FLS
SS
APPROVAL
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THE
PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVE AND
SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THE WRITTEN
CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONAL SERVICES AND
THE CONTRACTOR SHALL ADJUST ALL DEVICES TO MAXIMUM PERFORMANCE AND TO
MINIMIZE FALSE ALARMS.
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT AND
ENGINEER.
AB. PROVIDE TEMPORAL-THREE DISTINCTIVE FIRE ALARM SOUND. (NFPA 72 SECTION 6.8.6.5.1)
AC. AUDIBLE FIRE ALARM SOUND LEVEL SHALL BE AT LEAST 15 dBA ABOVE THE AVERAGE
AMBIENT SOUND LEVEL IN ALL OCCUPIABLE AREAS. (2010 NFPA 72 SECTION 18.4.3.1) (I.E.
CLASSROOM AVERAGE AMBIENT ROOM NOISE IS 45 dBA PLUS 15 dBA EQUALS 60 dBA
MINIMUM ALARM TONE REQUIRED). SOUND TO BE MAINTAINED FOR A MINIMUM DURATION
OF 60 SECONDS.
H
CONSULTANT
AD. STROBES SHALL FLASH AT A RATE OF NOT EXCEEDING TWO FLASHES PER SECOND NOR
BE LESS THAN ONE FLASH EVERY SECOND. (2010 NFPA 72 SECTION 18.5.2.1)
DRAWING INDEX
F0.01
AA.
VISUAL FIRE ALARM DEVICES SHALL HAVE A PULSING LIGHT SOURCE NOT LESS THAN 15
CANDELAS. NO PLACE IN ANY ROOM SHALL BE MORE THAN 50 FEET FROM A DEVICE.
DEVICES WITHIN 55' OF EACH OTHER SHALL BE SYNCHRONIZED.
AT
G
X.
ST
E
D
T
AG. THE INSTALLING CONTRACTOR SHALL PROVIDE SYSTEM PROGRAMMING FOR
SUPERVISORY MONITORING PER CBC SECTION 901.6.2.
CONDUIT - STUB DOWN.
DATE
EC
CONDUIT - STUB UP.
ISSUE
E
12. ADA STANDARDS FOR ACCESSIBLE DESIGN - CODE OF REGULATIONS (INCLUDING
AMENDMENTS).
CONDUIT - EXPOSED.
LOS MEDANOS
COLLEGE
D.
L.
1.
11. ADA STANDARDS FOR ACCESSIBLE DESIGN: ADA ACCESSIBILITY GUIDELINES (ADAAG) 28,
PART 36 APPENDIX A.
F
A
A.
TYPICAL ZONE NOMENCLATURE
"N2" DENOTES NOTIFICATION CIRCUIT
"4" DENOTES DEVICE NUMBER
1
GENERAL NOTES
CALIFORNIA CODES AND STANDARDS
RELAY MODULE
MODEL: SYSTEM SENSOR M500R
CSFM: 7300-1653:0103
2
A
2
E1.0
7
NI
3
E2.1
8
SEQUENCE OF OPERATION
OF FIRE ALARM SYSTEM
SYMBOL LIST
A
9
C
11
LI
12
J
J
GENERAL INFORMATION
FIRE ALARM
PROJECT NO: 985-0007
DATE: 08.24.2015
K
K
SHEET NO:
F0.01
12
11
10
9
8
7
6
5
4
3
2
1
MODULAR BID
PACKAGE
12
11
10
9
8
7
6
5
4
3
A.
FIRE ALARM DEVICES ARE OUTSIDE THE SCOPE OF THE MODULAR MANUFACTURER.
DEVICES SHOWN ARE FOR REFERENCE ONLY. MODULAR MANUFACTURER SHALL
PROVIDE PATHWAYS AND BOXES FOR DEVICES TO BE PROVIDED BY OTHERS.
A
B
B
C
C.1
1
GENERAL NOTES
FIRE ALARM SCOPE
A
2
D
D.9
CONNECT REMOTE NOTIFICATION POWER SUPPLIES TO
FIRE ALARM CONTROL PANEL WITH TWO (2) #14 AWG,
UNLESS OTHERWISE NOTED.
B.
ALL DETECTION CIRCUITS SHALL USE TWO (2) #16AWG,
UNLESS OTHERWISE NOTED.
C.
SEE VOLTAGE DROP CALCULATIONS FOR NOTIFICATION
CIRCUIT CABLE QUANTITY AND SIZE.
D.
IN FINISHED INTERIOR AREAS, RUN ALL CONDUITS
CONCEALED, UNLESS OTHERWISE NOTED. PAINT ALL
EXPOSED CONDUITS AND ELECTRICAL EQUIPMENT.
REFER TO ARCHITECTS PAINTING SECTION FOR
REQUIREMENTS.
E.
ALL INTERIOR FIRE ALARM CONDUIT SHALL BE 3/4",
UNLESS OTHERWISE NOTED.
E
1
1
F.
SEE DETAILS FOR MOUNTING REQUIREMENTS OF FIRE
ALARM DEVICES.
1.1
1.1
G.
THERE SHALL BE NO ROOF PENETRATIONS WITHIN 5'-0"
OF FIRE RATED OR AREA SEPARATION WALLS. VERIFY
EXACT LOCATIONS OF THESE WALLS WITH
ARCHITECTURAL DRAWINGS.
H.
MAINTAIN ALL SPACING AND PENETRATION
REQUIREMENTS THROUGH FIRE RATED OR AREA
SEPARATION WALLS. VERIFY EXACT LOCATIONS OF
THESE WALLS WITH ARCHITECTURAL DRAWINGS.
I.
CONNECT ALL DUCT SMOKE DETECTORS, MAGNETIC
DOOR HOLDERS, ROLLING SMOKE DOORS AND FIRE
SMOKE DAMPERS TO FACP. PROVIDE POWER SUPPLY
AND 120V/24V TRANSFORMERS AS REQUIRED. SEE
WIRING DIAGRAM.
EOC
102
C
J.
2
2
K.
LOBBY
A
B
LOS MEDANOS
COLLEGE
CAMPUS SAFETY CENTER
2700 E LELAND ROAD, PITTSBURG, CA 94565
C
PROVIDE ACCESS PANELS WHERE REQUIRED TO ALLOW
ACCESS TO ABOVE CEILING HEAT DETECTORS FOR
MAINTENANCE.
NO.
ISSUE
DATE
HEAT DETECTORS MOUNTED BELOW CEILING SHALL BE
UNLESS OTHERWISE NOTED. HEAT DETECTORS
MOUNTED ABOVE CEILING SHALL BE HIGH FIXED
TEMPURATURE, UNLESS OTHERWISE NOTED.
101
NOT IN SCOPE
STORAGE
D
D
103
3
3
INTERVIEW
104
3.4
S
H
LIEUTENANT
3.4
S
C
DISPATCH/
RECEPTION
121
1.
IT
106
122
3.8
#
F
S
F
H
3.8
C
SHEET NOTES
PROVIDE DUCT SMOKE DETECTOR IN SUPPLY SIDE
DUCT OF MECHANICAL EQUIPMENT. INSTALL PER
MANUFACTURER'S RECOMMENDATIONS. PROVIDE
ACCESS DOORS WHERE REQUIRED TO ALLOW ACCESS
TO DUCT SMOKE DETECTOR FOR MAINTENANCE. SEE
MECHANICAL DRAWINGS FOR CONNECTIONS TO
MECHANICAL EQUIPMENT.
E
E
F
4
S
H
4
C
F
S
H
CORPORAL
C
120
S
5
F
C
F
HALL
F
118
5
POLICE
AIDE
EQUIP
S
H
ELEC
PATROL
/
REPORT
C
105
111
112
EN
5.6
SE
D ARCH
IDENTIFICATION STAMP
DIV. OF THE STATE ARCHITECT
OFFICE OF REGULATION SERVICES
IT
C-31285
5-31-2015
5.8
S
H
6
C
G
6
AT
5.8
G
F
ST
PARKING
S
H
OFFICER
C
110
CT
5.6
108
E
107
C
109
E
RENEWAL
DATE
OF
CA
A
H
EVIDENCE
STORAGE
NI
S
119
RECORDS
S
H
C
C
BREAK
ROOM
F
S &H
LOST
C
FOUND
C
H
LI
H
AREA REQUIRING COORDINATION WITH SITE BUILT
S
R
LI F O
AC
DATE
ARCHITECT'S STAMP
FLS
SS
APPROVAL
THIS DOCUMENT CONTAINS INFORMATION THAT IS PROPRIETARY TO LPAS, INC. AND IS FURNISHED FOR THE
PURPOSES OF REVIEW, BIDDING OR CONSTRUCTION OF THE PROJECT LISTED IN THE JOB TITLE BOX ABOVE AND
SHALL NOT BE USED FOR ANY OTHER PURPOSE OR RELEASED TO ANY OTHER PARTY WITHOUT THE WRITTEN
CONSENT OF LPAS, INC. INFOMATION CONTAINED HEREIN IS AN INSTRUMENT OF PROFESSIONAL SERVICES AND
THIS DRAWING IS NOT FINAL OR TO BE USED FOR CONSTRUCTION UNTIL IT IS SIGNED BY THE ARCHITECT AND
ENGINEER.
S
S
RESTROOM
117
H
PREBOOKING
/
BOOKING
RESTROOM
115
F
H
F
113
F
7
F
CONSULTANT
WOMEN
MEN
S
116
S
H
H
F
114
C
S
C
H
C
F
J
7
S
J
F
FLOOR PLAN FIRE ALARM
F
8
8
PROJECT NO: 985-0007
DATE: 08.24.2015
CANOPY ABOVE, TYP
K
K
1
FLOOR PLAN - FIRE ALARM
F2.01
1/4" = 1'-0"
12
11
SHEET NO:
10
9
8
7
6
5
4
3
2
1
MODULAR BID
PACKAGE