HomeMy WebLinkAbout10150695.pdf2 SAA
2 SHLEMMEWALGAZE+ASSOCIATES
interiors and architecture
MENT GENERAL REQUIREMENT FIRE EXTINGUISHING REQUIREMENTS FIRE DEPARTMENT NOTES LOS ANGELES - NEWPORT BEACH
(FIRE DEPART QEXIT DOORS SHALL BE OPENABLE FROM INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL 6041 Bristol Pkwy
IRE DEPARTMENT FINAL INSPECTION IS REQUIRED SCHEDULE ALL PROVIDE 2A 1OBC MINIMUM RATED FIRE EXTINGUISHERS TO BE LOCATED ON EACH LEVE WITHIN KNOWLEDGE OR EFFORT. PROVIDE SELF -RELEASING LOCKING DEVICES ON EXIT DOORS Culver City, California 90230
ALL INSPECTIONS -i2 HOURS IN ADVANCE BY GALLIN6 ('t14) b47-5'100 75 FEET OF TRAVEL DISTANCE FROM ALL AREAS. TRAVEL DISTANCE IS 30 FEET IN AREAS T [310] 553-3252
HAVING FLAMMABLE LIQUIDS. A SIGN THAT READS "THIS DOOR TO REMAIN OPEN DURING BUSINESS HOURS" WITH A MINIMUM F [310] 553-9449
ROVIDE/ VERITY ADDRE55 AT LEAST SIX (b) INCHES HI6H, WHICH SHALL FIRE SPRINKLER SYSTEM(S) PER N.F.P.A. STANDARD 13 SHALL BE PROVIDED. REASON FIRE
OF (1) INCH LETTERS SHALL BE PROVIDED ADJACENT TO THE EXIT DOOR (MAIN ENTRY).
TSIDE THE SUITE. SPRINKLERS REQUIRED: T.I. ALTERATION, 3300Irvine Avenue Suite 130
P
BE PLAINLY VISIBLE FROM OU EXIT SIGNS SHALL BE IN BLOCK LETTERS, A MINIMUM OF 6 INCHES HIGH WITH A STROKE OF Newport Beach, California 92660
FIRE SPRINKLER SYSTEMS WITH 100 OR MORE HEADS REQUIRE 24 HOUR SUPERVISION. THIS NOT LESS THAN 58
INCH. LUMINANCE ON FACE OF SIGN SHALL BE 50 LUX. T [949j 724-
INCLUDES WATER FLOW AND TAMPER SWITCHES ON ALL CONTROL VALVES, I.E., DOUBLE F [949j 7241981 9
EXIT SIGNS SHALL BE ELECTRICALLY ILLUMINATED AND ENERGIZED FROM SE
BACKFLOW, PIV, FLOOR CONTROL, ISOLATION VALVES, ETC. PERATE CIRCUITS.
SHOW ON THE ELECTRICAL PLAN. ONE OF THE ABOVE CIRCUITS SHALL BE PART OF THE
COMPOSITE WOOD JOIST CONSTRUCTION HAVING AUTOMATIC FIRE SPRINKLERSS SHALL BE EMERGENCY LIGHTING SYSTEM.
FIRESTOPPED IN CONFORMANCE WITH CURRENT EDITION OF N.F.P.A. 13.
EXIT SIGNS SHALL BE PROVIDED IN ACCORDANCE WITH CURRENT EDITIONS OF C.B.C. AND C.F.C.
PLANS FOR THE FOLLOWING SYSTEMS SHALL BE SUBMITTED (THREE COPIES) TO THE BUIILDING SEE LOCATIONS ON RE
FLECETED CEILING PLANS A-3.O & A-3,1. it L "ua# `1 ° I` L
DEPARTMENT FOR FIRE DEPARTMENT APPROVAL PRIOR TO INSTALLATION: FIRE SPRINKLER
STORAGE, DISPENSING, OR USE OF ANY FLAMMABLE OR COMBUSTIBLE LIQUIDS, FLAMMABLE j
ALTERATIONS. CHEMICALS SHALL COMPLY WITH UNIFORM FIRE CODE REQUIREMENTS,
GASES, AND HAZARDOUS
HIGH PILED COMBUSTIBLE STOCK, (COMBUSTIBLE MATERIALS IN CLOSELY PACKED PILES MORE
IN RACKS MORE THAN 12 FEET HIGH, RUBBER
THAN 12 FEET IN HEIGHT OR ON PALLETS � � � � �
SIX FEET) IN HEIGHT SHALL
AND SOME FLAMMABLE LIQUIDS MORE THAN
TIRES, PLASTICS,
COMPLY WITH CALIFORNIA FIRE CODE AND N.F.P.A. REGULATIONS.
2 S^
t+� � ,
ri
Nit
-y.. .s....aY a
,pq
r' p' .r'c. r, 9`• _.' } 'f. t MS H xs. ..,2 iv . .af ,a y3.v, n �, ..
» •. U Y.. T r v � s
A
1
LL
[.232ni S
Uj
Y`?, a 5 . i t 5 9 R^6 p'ba t6 b ient
r ,
CO
' CO)
PERMIT TYPE: BtD ELECT PLBG
t? Cd
p .CH GRADING T CO
P
d�EF�?+I� IIT#
a� �//"/"�'-
A
CD N
coCONS 1 FR_ 'i PE. gs *s
CODE EDIIF�iON Ill
3 s' FLOOD 720N; ,
_�j
i., ,r'+
FLOOD 2_ � N. E NO
77,
,
f"
_
,
Y
�.° %
CitY OfSar)la Ana
BUILDING CORE SUMMARY SHEET INDEX VICINITY MAP KEY PLAN
.- - �' �
.•.
��. _ :� .
t
�.x
- - L.Ps vim• ¢ ) ... - ..., - _ .. ,,.. �� k �f
.x.: :......
APPROVED
ECTION
�t� � 1 •� � .• � � gyp.. ,� �,� � v� Y _
LD
p/gip/✓jam( �,'/j J /J
r EDAI
���g
TA
ME-
l i, - i� U i - \
� I\ tJ V '..J
� �.1 *! .. { 'J 1 \ .
..i )' T
13
�A
o-
BUILDING NOTES
BUILDING NOTES GONT'D
GENERAL NOTES
HANDICAP DRAWINGS & NOTES
ABBREVIATIONS &
SYMBOLS
FIRE DEPARTMENT NOTES
CEILING NOTES
ENTRANCES
A
GENERAL CONTRACTOR (G.C.) TO VERIFY AND REVIEW ALL JOB CONDITIONS, DIMENSIONS
MACH
MACHINE
EXiT DOORS SHALL SWING IN THE DIRECTION OF EXIT TRAVEL WHEN SERVING ANY HAZARDOUS
SUSPENSION SYSTEM SHALL BE AS INDICATED IN REFLECTED CEILING PLAN. LIGHT FIXTURES
AND DETAILS PRIOR TO BIDDING, PRICING AND CONSTRUCTION TO DETERMINE WHICH NOTES
1.
ALL NEW PRIMARY ENTRANCES TO THE BUILDINGS AND FACILITIES SHALL BE MADE
AFF
ABOVE FINISH FLOOR
MAINT
MAINTENANCE
AREA OR WHEN SERVING AN OCCUPANT LOAD OF 50 OR MORE.
SHALL BE INDEPENDENTLY SUPPORTED AT OPPOSITE CORNERS.
APPLY DIRECTLY TO HIS RESPONSIBILITY. G.G. TO MAKE NOTE AND SUBMIT iN WRITTEN
ACCESSIBLE TO THE PHYSICALLY DISABLED.
AD
ACCESS DOOR
MFR
MANUFACTURE
EXIT DOORS SHALL BE OPENABLE FROM INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL
LATERAL SUPPORTS TO BE PROVIDED BY FOUR WIRES OF MINIMUM 12 GAUGE SPLAYED IN FOUR
FORM TO SHLEMMER+KAMUS+ALGAZE ANY DAMAGES OR DEFICIENCIES ON PREMISES AND
ANY CONFLICTS AND DISCREPANCIES REGARDING DIMENSIONS, NOTES OR SPECIFICATIONS.
2,
ALL ACCESSIBLE ENTRANCES SHALL BE IDENTIFIED WITH AT LEAST ONE STANDARD SIGN
AP ACCESS PANEL
ACQUS (ACST) ACOUSTIC
AA ACTIVE LEAF
MFG
MSTC
MATL
MANUFACTURING
MASTIC
MATERIAL
KNOWLEDGE OR EFFORT. (TITLE 19, CHAPTER 10 UBC).
DIRECTIONS 90 DEGREES APART AND CONNECTED TO THE MAIN RUNNER WITH 12 INCHES OF
AND WITH ADDITIONAL DIRECTIONAL SIGNS, AS REQUIRED, VISIBLE FROM APPROACHING
ALT
ALTERNATE
MAX
MAXIMUM
THE CROSS RUNNER AND TO THE STRUCTURE ABOVE OR 70 PARTITION WALLS OR TO BRACE AN
ALL WORK SHOWN OR IMPLIED, UNLESS SPECIFICALLY QUESTIONED, SHALL BE CONSIDERED
PEDESTRIAN WAYS.
A/C
AIR CONDITIONING
MECH
MECHANICAL
EXCEPTION: THiS REQUIREMENT SHALL NOT APPLY TO EXTERIOR EXIT DOORS IN A GROUP B
ANGLE NOT EXCEEDING 45 DEGREES FROM THE PLANE OF THE CEILING. SUPPORT POINTS
FULLY UNDERSTOOD IN ALL RESPECTS BY THE GENERAL CONTRACTOR AND WILL BE
EVERY REQUIRED ENTRANCE OR PASSAGE DOORWAY SHALL BE OF A SIZE AS TO PERMIT
ALUM (AL)
APPD
ALUMINUM
APPROVED
MR
MT
METAL
METAL. THRESHOLD
OCCUPANCY IF THERE IS A VISIBLE, DURABLE SIGN ON OR ADJACENT TO THE DOOR STATING
SHALL BE PLACED 12" O.C. 1N EACH DIRECTIONS WITH THE FIRST POINT WITHIN 4 FEET 0
SOLELY RESPONSIBLE FOR ANY MISINTERPRETATIONS OR CONSEQUENCES THEREOF FOR
3'
THE INSTALLATION OF A DOOR NOT LESS THAN 3 FEET iN WIDTH AND NOT LESS THAN
APPROX
APPROXIMATE
MIN
MINIMUM
"THIS DOOR TO REMAIN OPEN DURING BUSINESS HOURS." THE LETTER SHALL BE NOT LESS
INCHES FROM EACH WALL.
ALL WORK ON DRAWINGS.
6 FEET-8 INCHES IN HEIGHT. DOORS SHALL BE CAPABLE OF OPENING AT LEAST 90
ARCH
ARCHITECTURAL
MISC
MISSCCELLANEOUS
THAN 1 INCH HIGH ON A CONTRASTING BACKGROUND. THE LOCKING DEVICE MUST BE A TYPE
DRAWINGS ARE NOT TO BE SCALED. DIMENSIONS GOVERN. LARGE SCALE DRAWINGS
DEGREES AND SHALL BE SO MOUNTED THAT THE CLEAR WIDTH OF DOORWAY IS NOT
AUTO
AUTOMATIC
MlDG
MTD
MOLDING
THAT WILL BE READILY DISTINGUISHABLE AS LOCKED.
PROVIDE SUSPENDED CEILING OF FURRED OUT SURFACES WHERE REQUIRED TO CONCEAL
GOVERN OVER SMALLER SCALE DRAWINGS.
LESS THAN 32—INCHES,
MUL
MOUNTED
MULLION
PIPING, DUCTS, ETC. IN FINISHED ROOMS, SHOULD CONDITIONS REQUIRE ALTERATIONS AT
D
PANIC HARDWARE WHEN INSTALLED, SHALL COMPLY WITH THE APPLICABLE BUILDING CODE
INDICATED CEILING HEIGHTS DUE STRUCTURAL OR MECHANICAL REQUIREMENTS, OBTAIN FACILITIES
ALL DRAWINGS AND NOTES ARE COMPLEMENTARY ANY WORK SHOWN OR REFERENCED
4
WHERE PAIR OF DOORS IS UTILIZED AT LEAST ONE OF THE DOORS SHALL PROVIDE A
BOW
BACK OF WALL
N
REQUIREMENTS. THE ACTIVATING MEMBER SHALL BE MOUNTED AT A HEIGHT IF NOT LESS THAN
MANAGEMENT'S APPROVAL BEFORE INSTALLING FURRING.
TO ON ANY ONE DRAWING SHALL BE PROVIDED AS THOUGH SHOWN ON ALL RELATED
CLEAR UNOBSTRUCTED OPENING WIDTH OF 32—INCHES WITH THE LEAF POSITIONED AT
BATT INSUL
BATTEN INSULATION
30 INCHES NOR MORE THAN 44 INCHES ABOVE THE FLOOR. THE UNLATCHING FORCE SHALL
DRAWINGS.
AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION.
BM
BEAM
N
NORTH
NOT EXCEED 15 POUNDS WHEN APPLIED IN THE DIRECTION OF EXIT TRAVEL.
THE CONTRACTOR SHALL VERIFY AND COORDINATE THE EXACT LOCATIONS OF ALL LIGHT
LATCHING AND LOCKING DOORS THAT ARE HAND ACTIVATED AND WHICH ARE IN PATH OF
BD, BRD
BRKT
BOARD
BRACKET
NiC
NO. (>
NOT CONTRACT
NUMBER
FIXTURES AS INDICATED ON DRAWINGS WITH RESPECT TO EXISTING STRUCTURAL AND/OR
GENERAL CONTRACTOR SHALL COMPLY WITH ALL RULES AND REGULATIONS OF BUILDING
5'
TRAVEL SHALL BE OPERABLE WITH A SINGLE EFFORT LEVER TYPE HARDWARE, PANIC
BLDG
BUILDING
NIS
NOT TO SCALE
EXITS SHALL BE ILLUMINATED AT ANY TIME THE BUILDING IS OCCUPIED WITH LIGHT HAVING
MECHANICAL OBSTRUCTIONS ABOVE THE CEILING, PRIOR TO INSTALLATION OF CEILING GRID.
MANAGEMENT IN ALL RESPECTS. IT S THE G.C. RESPONSIBILITY TO OBTAIN SUCH
BARS, PUSH—PULL ACTIVATING BARS, OR OTHER HARDWW ARE DESIGNED TO PROVIDE
INTENSITY OF NOT LESS THAN 1 FOOT—CANDLE AT FLOOR LEVEL. (TITLE 19, CHAPTER 10
ANY AND ALL DISCREPANCIES SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF FACILITIES
REGULATIONS FROM THE BUILDING OWNER AND PROVIDE FOR REVIEW BY ALL SUBTRADES.
PASSAGE WITHOUT REQUIRING THE ABILITY TO GRASP THE OPENING HARDWARE.
C
0
UBC).
MANAGEMENT.
G.C. TO NOTIFY SHLEMMER+ KAM US+ALGAZE OF ANY CONFLICT BETWEEN REGULATIONS AND
CAB
CABINET
OFF.
OFFICE
OTHER CONTRACTUAL DOCUMENTS, PRIOR TO PROCEEDING WITH ANY OTHER WORK.
6.
HAND ACTIVATED DOOR OPENING HARDWARE SHALL BE CENTERED BETWEEN 30—INCHES
CLG
CEILING
OFCI
OWNER FURNISHED
CONTRACTOR INSTALLED
EXIT ILLUMINATION SHALL COMPLY WITH SECTIONS 93.0604 OF THE ELECTRICAL CODE.
AND 44—INCHES ABOVE THE FLOOR.
CTR
Q OR CL
CENTER
CENTER LINE
OFOI
OWNER FURNISHED
ALL WORK TO BE PERFORMED IN OCCUPIED AREAS OR IN OTHER TENANT SPACES SHALL
OWNER INSTALLED
EXiT SIGNS SHALL BE INSTALLED AT REQUIRED EXIT DOORWAYS AND WHERE OTHERWISE
BE PERFORMED ON OVERTIME, AS REQUIRED, AND BY BUILDING RULES AND REGULATIONS.
7.
THE FLOOR AND LANDING ON EACH SIDE OF AN ENTRANCE OR PASSAGE DOOR SHALL
CC
CFCI
CENTER TO CENTER
CDWRWroR FURNISHED
OC
OPP
ON CENTER
OPPOSITE
NECESSARY TO CLEAR THE DIRECTION OF EGRESS WHEN THE EXIT SERVES AN OCCUPANT LOAD
BE LEVEL AND CLEAR. THE LEVEL AND CLEAR AREA SHALL HAVE A LENGTH IN THE
CONTRACTOR IN9ALM
O.H.
OVERHEAD
OF 50 OR MORE.
GENERAL CONTRACTORS SHALL BE RESPONSIBLE FOR COORDINATION OF ALL WORK
DIRECTION OF DOOR SWING OF AT LEAST 60— INCHES AND THE LENGTH OPPOSITE THE
CT
CERAMIC TILE
O/
OVER
REQUIRED TO MAKE ALL PARTS COME TOGETHER PROPERLY AND FIT TO RECEIVE OR BE
DIRECTION OF DOOR SWING OF 44— INCHES AS MEASURED AT RIGHT ANGLES TO THE
CIR
CIRCULAR
RECEIVED BY WORK OF OTHER CONTRACTORS IMPLIED BY DRAWING OR NOTES.
PLANE OF THE DOOR IN ITS CLOSED POSITION.
CL.R
CLEAR, COLOR
P
EXCEPTION: MAIN EXTERIOR EXIT DOORS WHICH OBVIOUSLY AND CLEARLY ARE IDENTIFIABLE AS
CLO
CLOSET
PR
PAIR
EXITS NEED NOT BE SIGNED WHEN APPROVED BY THE BUILDING OFFICIAL.
GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR USE, SCHEDULING AND FEES INCURRED
8.
THE WIDTH OF THE LEVEL AND CLEAR AREA ON THE SIDE TO WHICH THE DOOR SWINGS
CCOONC
COLUMN
CONCRETE
PNL
PANEL
BY HOISTING FACILITIES ELEVATORS.
/
SHALL EXTEND 24—INCHES PAST THE STRIKE EDGE OF THE DOOR FOR EXTERIOR
CONN
CONNECTION
MD
PAPER TOWEL DISPENSER
WHEN NECESSARY, THE FINAL LOCATION AND QUANTITY OF EXIT SIGNS SHALL BE DETERMINED
DOORS AND 18—INCHES PAST THE STRIKE EDGE FOR THE INTERIOR DOORS.
CONSTR
CONSTRUCTIONPTD/R
PAPER EI TOWEL
E� DISPENSER ar
BY THE FIRE DEPARTMENT PRIOR TO CONSTRUCTION OF ANY WORK.
ALL WORK IS TO CONFORM TO SHLEMMER+KAMUS+ALGAZE DRAWINGS AND SPECIFICATIONS
CONT
CONTINUOUS
CONTROL JOINT
PTR
PAPER TOWEL RECEPTACLECJ
AND SHALL BE NEW AND OF THE BEST QUALITY OF KINDS SPECIFIED. ALL MANUFACTURED
9.
THE FLOOR OR LANDING SHALL BE NOT MORE THAN 1/2—INCH LOWER THAN THE
CORR
CORRIDOR
PRTN
PARTITION
THE COLOR AND DESIGN OF LETTERING, ARROWS AND OTHER SYMBOLS ON EXIT SIGN SHALL BE
ARTICLES TO BE INSTALLED, CONNECTED AND CONDITIONED AS DIRECTED BY
THRESHOLD OF THE DOORWAY. CHANGE IN LEVEL BETWEEN 1/4— INCH AND 1/2—INCH
GNTR
COUNTER
PERF
pLAST
PERFORATED
PLASTER
IN HIGH CONTRAST WiTH THEIR BACKGROUND. WORDS ON THE SIGN SHALL BE IN BLOCK
MANUFACTURER. ALL WORK TO BE PERFORMED IN A GOOD WORKMANSHIP MANNER.
SHALL BE BEVELED WiTH A SLOPE NO GREATER THAN 1:2.
PLAS
PLAsnc
LETTER 6 INCHES IN HEIGHT WITH THE STROKE OF NOT LESS THAN ? INCHES.
D
PL OR IL
PLATE
TITLE 19, CHAPTER 10 UBC).
( )
ALL SUBCONTRACTORS SHALL BE RESPONSIBLE FOR REVIEWING ENTIRE SET OF DRAWINGS
10.
THE BOTTOM 10—INCHES OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING DOORS SHALL
PLBG
PLYWD
PLUMBING
PLYWOOD
AND NOTING THEIR WORK AS APPLICABLE. ALL SHOP DRAWINGS SHALL BE SUBMITTED TO
HAVE A SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A
DET (DETL)
DETAIL
PT
POINT.
ALL RATED CORRIDOR DOORS SHALL HAVE A THRESHOLD WITH A SMOKE AND DRAFT SEAL AT
SHLEMMER+KAMUS+ALGAZE FOR APPROVAL THROUGH G.C. PRIOR TO COMMENCEMENT OF
WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE
DiAL
DIA,
DIAGONAL
DIAMETER
LBS
PSF
POUNDS
POUND/SQUARE FOOT
HEAD AND JAMBS.
ANY WORK.
NARROW FRAME DOORS ARE USED, A 10—INCH HIGH SMOOTH PANEL SHALL BE
DIM
DIMENSION
PSI
POUND INCH
INSTALLED ON THE PUSH SIDE OF THE DOOR, WHICH WILL ALLOW THE DOOR TO BE
DISP
DISPENSER
PRCST
PRECAST�UARE
INTERIOR WALL AND CEILING FINISHES COMPLY WITH CBC CHAPTER 8 FLAME SPREAD RATING:
GENERAL CONTRACTOR TO BE SOLELY RESPONSIBLE FOR REMOVAL, REPLACEMENT AND
OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS
DR
DOUBLE
PREFAB
PROD
PREFABRICATED
a. 0-25 FLAME SPREAD INDEX CLASS I FOR ENCLOSED VERTICAL EXIT —WAYS
RECTIFICATION OF ALL DAMAGED AND DEFECTIVE MATERIAL AND/OR WORKMANSHIP IN
CONDITION.
DN
DOWN
DRAWER
PROJECTION
b. 26-75 FLAME SPREAD INDEX = CLASS 11 FOR OTHER EXIT WAYS
CONNECTION WITH THE CONTRACT WORK WHICH SHALL SUBSTANTIAL COMPLETION ASDO
11,
MAXIMUM EFFORT TO OPERATE DOORS SHALL NOT EXCEED 5 LDS. FOR EXTERIOR
DWG
DRAWING
Q
c. 76-200 FLAME SPREAD INDEX = CLASS iII FOR ROOMS OR AREAS
DIRECTED BY SHLEMMER+KAMUS+ALGAZE. ANY COST CAUSED BY DEFECTIVE OR
DOORS AND INTERIOR DOORS. SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT
DF
DRINKING FOUNTAIN
Q.4'RD
j
QUARRY TILE
ND
ILL—TIMED WORK AS A RESULT OF, BUT NOT LIMITED TO, INTERIOR WORKMANSHIP OR
ANGLES TO HINGED DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING
QTRS
QUARTERS
WOOD USED IN THE PROJECT SHALL BE FIRE —RETARDANT TREATED iN ACCORDANCE WITH CBC
MATERIALS, POOR SCHEDULING OR DELINQUENT ORDERING SHALL BE BORNE BY THE PARTY
RESPONSIBLE.
DOORS. COMPENSATING DEVICES OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO
E
R
SECTION 207.
MEET THE ABOVE STANDARDS. WHEN FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT
DURING THE ENTIRE PERIOD OF DEMOLITION AND CONTRACTION ALL REQUIRED EXISTING
TO OPERATE THE DOOR MAY BE INCREASED NOT TO EXCEED 15 LBS.
EA
ELEC
EACH
ELECTRICAL OR ELECTRIC
R,RAD
RECP
RADIUS
RECEPTACLE
ALL DRAPES, HANGING CURTAINS AND OTHER DECORATIVE MATERIALS SHALL BE TREATED AND
EXITS. EXIT LIGHTING AND FIRE PROTECTIVE SERVICES SHALL BE PROPERLY MAINTAINED.
El., ELEV
ELEVATION
REF
REFERENCE
MAINTAINED IN A FLAME RETARDANT CONDITION.
ALL WAYS OF TRAVEL FROM EXITS TO THE STREET SHALL BE MAINTAINED FREE FROM ALL
12.
ANY OBSTRUCTION THAT OVERHANGS A PEDESTRIAN'S WAY SHALL BE A MINIMUM OF 80
EMERG
EMERGENCY
REM
REFRIGERATOR
OBSTRUCTIONS ON CASE OF FIRE OR OTHER EMERGENCY.
INCHES ABOVE THE WALKING SURFACE AS MEASURED FROM THE BOTTOM OF THE
ENCL
EQUIP (EQPT)
ENCLOSURE
EQUIPMENT
REQD
REINFORCEMENT
REQUIRED
ALL DOORS SHALL BE OPENABLE BY A SINGLE EFFORT BY LEVER TYPE HARDWARE, UNLESS
OBSTRUCTION PER CBC SECTION 1133B.8.2
EQ
EQUAL'
REV
REVISIONS
OTHERWISE APPROVED BY THE GOVERNING BUILDING CODE.
GENERAL CONTRACTOR SHALL PROPERLY PROTECT THE BUILDING AND ANY OTHER ADJOINING
EXH
EXHAUST
R
RISER
PROPERTY OR WORK AND PROTECT ALL EXISTING SURFACED OR FINISHED TO REMAIN
EXIST.
EXT
EXISTINGEXTERIORRND
RM
ROOM
ROUND
IF REQUIRED BY CODE, OR PLAN CHECK CONSTRUCTION DOCUMENTS FOR FABRICA TO INCLUDE
DURING DEMOLITION AND CONSTRUCTION. ANY DAMAGE TO THE SAME SHALL BE REPAIRED
CORRIDORS AND AISLES
RUB
RUBBER
PLANS FOR FIXED FIRE PROTECTION EQUIPMENT SUCH AS STANDPIPES, SPRINKLER SYSTEMS
BY G.C. AT HIS EXPENSE TO "LIKE NEW" CONDITION.
F
RB
RUBBER BASE
AND FIRE ALARM SYSTEMS, MAY BE SUBMITTED TO AND APPROVED BY THE STATE FIRE
13.
EVERY CORRIDOR SHALL BE AS SHOWN ON THE PLANS AND SHALL BE DETERMINED
MARSHALL PRIOR TO ANY EQUIPMENT BEING INSTALLED. EXTEND OR MODIFY EXISTING SYSTEM
GENERAL CONTRACTOR SHALL VERIFY ALLOWED WORKING HOURS FOR ALL WORK DONE TO
AS PER SECTION 1104.3, BUT SHALL NOT LESS THAN 44 INCHES IN WIDTH.
FOC
FACE OF CONCRETE
S
AS REQUIRED TO ACCOMMODATE THIS PROJECT. (TITLE 19, PART 3, TITLE 24).
THE CORE (INCLUDING DRILLING, PATCHING, AND ELECTRICAL HOOKUPS) AND IS
14.
EVERY PORTION OF EVERY BUILDING IN WHICH ARE INSTALLED SEATS, TABLES,
FOF
FITS
FACE OF FINISH
FACE OF STUDS
SND
SANITARY NAPKIN DISPENSER
RESPONSIBLE FOR ALL WORK NECESSARY TO COMPLETE WORK TO THE CORE AND IN
MERCHANDISE, EQUIPMENT OR SIMILAR MATERIALS SHALL BE PROVIDED WITH AISLES
FOW
FACE OF WALL
SNR
SCH
SANITARY NAPKIN RECEPTACLE
SCHEDULE
"
AISLES (TITLE 19, CHAPTER 10 UBC) MINIMUM 44 TO REQUIRED EXIT TO A PUBLIC WAY.
NON —LEASE SPACE.
LEADING TO AN EXIT.
FT
FiN
FEET
FINISH
SCD
SEAT COWER DISPENSER
(1023.1).
GENERAL CONTRACTOR IS RESPONSIBLE TO CLEAN UP AND REMOVE ALL WASTE MATERIALS
FE
FEC(FE)
FIRE EXTINGUISHER
FIRE EXTINGUISHER CABINET
T
SSK
SECTION
SERVICE SINK
FIRE DAMPER OR DOORS SHALL BE PROVIDED WHERE AIR DUCTS PENETRATE FIRE RATED WALLS
FROM PREMISES AS GENERATED BY CONSTRUCTION DEMOLITION, WOODWORK AND ALL
ACCESSIBLE DOORS
FES
FIRE EXTINGUISHER SURFACE
SSG
SHEATHING
HE ING
OR CEILINGS (TITLE 19, UBC CHAPTER 7) AND SMOKE DAMPERS (SEC 713.10).
TRADES EMPLOYED BY CONTRACTUAL WORK.
ACCESSIBLE ENTRANCES TO AND EXITS FROM A BUILDING
FIXT
FLR OR FL
FIXTURE
FLOOR
sm
Sim
SHOWER
SIMILAR
15
ALL WORK IS TO BE ACCOMPLISHED PERSONS OTHER
MUST BE ACCORDING TO ADAAG 4.1.3 ($) AND
FD
FLOOR DRAL
SD
SOAP DISPENSER OR
MODIFY FIRE/LIFE SAFETY SYSTEM.
THAN G.C. AND S NOT TO B E PART OF CONSTRUCTION AGREEMENT.
APPLICABLE
APPLiCABLERCODES
FLUOR
FIR
FLUORESCENTT
FRAME
SC
S.M.
SEPARATE CIRCUIT
SHEET METAL
FURG
FURRING
S
SOUTH
FIRE SPRINKLER/OR LIFE SAFETY PLANS MUST BE SUBMITTED TO CITY FOR REVIEW AND
GENERAL CONTRACTOR SHALL SECURE AND PAY FOR ALL REQUIRED PERMITS FROM
16.
MANEUVERING CLEARANCES AT DOORS SHALL BE LEVEL (1:50
SPKR
SPEAKER
APPROVAL PRIOR TO BUILDING PERMIT ISSUANCE.
BUILDING DEPARTMENT AND FORWARD COPIES TO SHLEMMER+KAMUS+ALGAZE.
MAX. SLOPE) AND CLEAR iF DOORS ARE NOT AUTOMATIC OR
G
SSQPEOOR �
Q ARE CATION
POWER ASSISTED.
GA
GAGE OR GAUGE
STD
STANDARD
FIRE SPRINKLER SYSTEM PLANS MUST BE REVISED AND APPROVED BY THE CITY OF SANTA ANA
GENERAL CONTRACTOR TO PROVIDE CONSTRUCTION SCHEDULE BY THE START OF
GALv
GALVANIZED
STA
STATION
DEPARTMENT PRIOR TO THE INSTALLATION OR MODIFICATION OF SPRINKLER SYSTEMS.
CONSTRUCTION AND A LIST OF A LONG LEAD ITEMS BY THE END OF THE FIRST WEEK OF
17.
GATES MUST MEET ACCESSIBLE REQUIREMENTS FOR DOORS.
GI
GALVANIZED IRON
STL
STTOR
STORAGE
CONSTRUCTION.
G
CAS
STRL
STRUCTURAL
PROVIDE APPROVED AUTOMATIC FIRE SPRINKLER SYSTEM IN ACCORDANCE WiTH CBC SECTION
18.
PROVIDE ACCESSIBLE DOORS OR GATES ADJACENT TO
GB
c� BAR
SUMP
SUSPENDED
403.2 AS AMENDED BY SAMC SECTION 8-113. SEE FIRE SPRINKLER PLANS SUBMITTED
GENERAL CONTRACTOR TO SUBMIT IN WRITING ALL CHANGE ORDERS FIR ADDITIONAL WORK
REVOLVING DOORS OR TURNSTILES.
CND
srM
SYMMETRICAL
SEPARATELY.
TO OWNER FOR REVIEW AND APPROVAL. NO WORK IS TO PROCEED UNTIL A SIGNED
GROUND
PROPOSAL IS RETURNED TO G.C. UNLESS OTHERWISE NOTED. ALL CHANGES IN THiS FIELD
19.
DOUBLE LEAF DOORS SHALL HAVE AT LEAST THE ACTIVE LEAF
GYP
GYPSUM
T
iF EMERGENCY WARNING SYSTEMS ARE REQUIRED, THEY SHALL ACTIVATE A MEANS OF WARNING
SHALL BE SIGNED BY THE CLIENT OR AUTHORIZED REPRESENTATIVE.
MEET ALL DOOR REQUIREMENTS.
GYP BD
GC
GYPSUM WAUJ30ARD
GENERN. CONTRACTOR
TEL
TELEPHONE
THE HEARING IMPAIRED. EMERGENCY WARNING SYSTEMS, AS PART OF THE FIRE —PROTECTIVE
UPON COMPLETION OF THE WORK, THE G.C. SHALL SUBMIT TO OWNER:
20.
ALL DOORS iN ALCOVES SHALL COMPLY WITH THE
H
TV
P
TEMP
TELEVISION
TEMPERATURE
SIGNALING SYSTEM, SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH NFPA 72 AND
A. COPY OF INSPECTIONS & FINAL SIGN —OFF.
CLEARANCES FOR FRONT APPROACHES.
ERRAZZO
72G AS AMENDED IN CBC SECTION 3505 AND 1114B.2.4.
B. CERTIFICATE OF SUBSTANTIAL COMPLETION (AIA DOCUMENT #G704).
HDR
HANDRAIL
TE RMO
THERMOSTAT
C. COPY OF PERMIT CARD.
HBD
HDW (HW)
HARDBOARD
HARDWARE
THK
TH
THICK
THRESHOLD
D. BUILDING DEPARTMENT APPROVED DRAWINGS.
HDWD
HARDWOOD
TOIL
TOILET
DOOR NOTES
E. WARRANTIES FOR SPECIFIED MATERIALS.
z 1$" 455 MM MINIMUM 2 12 (305 MM) IF DOOR
H/C
HANDICAPPED
TPD
TOILET PAPER DISPENSER
F. RECORD/AS—BUILT DOCUMENTS.
24 �510 MM) PREFERRED � HAS A CLOSER AND
LATCH
HD
HDR
HEAD
HEADER
TOC
TOP OF CONCRETE
ALL MANUALLY OPERATED EDGE OR SURFACE —MOUNTED FLUSH BOLTS ARE PROHIBITED ON EXIT
HTR
HEATER
TC
TOS
TOP OF CURB
TOP OF STEEL
DOORS. WHEN EXIT DOORS ARE USED IN PAIRS AND APPROVED AUTOMATIC FLUSH BOLTS ARE
ALL WORK SHALL COMPLY WITH THE REGULATIONS OF THE GOVERNMENTAL AUTHORITIES
a
HT (HGT)
HEIGHT
TS
TUBULAR STEEL
USED, THE BOOR LEAF PUSHING THE AUTOMATIC FLUSH BOLTS SHALL HAVE NO DOOR KNOB OR
HAVING JURISDICTION THE SPECIFICATIONS SHALL BE SUPPLEMENTAL TO ALL LAWS AND
N
N
H.P.
HC
HIGH POINT
HOLLOW CORE
TIN
TB
TOP OF WALL
TOWEL BAR
SURFACE —MOUNTED HARDWARE. THE UNLATCHING OF ANY LEAF SHALL NOT REQUIRE MORE
CODES OF GOVERNMENTAL REGULATING BODIES RELATING TO BUILDINGS, AND ALL
N.M.
HOLLOW METAL
TRANS
TRANSVERSE
THAN ONE OPERATION.
APPLICABLE REQUIREMENTS SPECIFIED IN THESE REGULATIONS SHALL BE FOLLOWED AS
o
HMI
HOLLOW METAL INSULATED
TYP
TYPICAL
THOUGH SPECIFICALLY NOTED BY SUCH CODES OR LAWS. IT IS THE G.C. RESPONSIBILITY
°
HORIZ
HORIZONTAL
EVERY REQUIRED EXIT
Q 1 DOORWAY SHALL BE OF A SIZE AS TO PERMIT THE INSTALLATION OF A
TO NOTIFY SHLEMMER+KAMUS+ALGAZE OF ANY CONFLICTS BETWEEN THESE DRAWINGS AND
HR
HOUR
U
DOOR NOT LESS THAN 3 FEET IN WIDTH AND NOT LESS THAN 6 FEET 8 INCHES IN HEIGHT.
LOCAL BUILDING CODES. G.C. TO PROVIDE A SEPARATE PRICE IN THE BID FOR EACH ITEM
SWING SIDE PUSH SIDE
UL
UNDERWRITERS LABORATORIES
WHEN INSTALLED , EXIT DOORS SHALL BE CAPABLE OF OPENING SO THAT THE CLEAR WIDTH OF
THAT REQUIRES CHANGING MODIFYING OR REMOVAL.
FRONT APPROACH — SWINGING DOORS FRONT APPROACH — SWINGING DOORS
I
UNFIN
UNO
UNFINISHED
UNLESS NOTED OTHERWISE
THE EXIT IS NOT LESS THAN 32 INCHES.
IN.
INCH
UR
URINAL
I-
INSIDE DIAMETER
ALL EXIT DOOR HARDWARE SHALL 8£ OF AN APPROVED TYPE AND TESTED IN ACCORDANCE WITH
APPLICABLE CODES
THIS PROJECT SHALL CONFORM T0:
iDENT
INSUL
IDENTIFICATION
INSULATION
V
PROCEDURES ESTABLISHED BY SFM 33.2 AND SFM 33.3 AS SHOWN iN CHAPTER 2-60 OF
2001 CBC (CALIFORNIA BUILDING CODE )— (PART 2, TITLE 24, CCR)
TNT (iNTR)
INTERIOR
TITLE 24.
2001 CEC (CALIFORNIA ELECTRICAL CODE } — {PART 3 TITLE 24, CCR}
J
VEST•
VEST
VERTICAL
VESTIBULE
THE MAXIMUM TO OPERATE DOORS NOT EXCEED 5 POUNDS FOR EXTERIOR DOORS AND THE
2001 CMC (CALIFORNIA MECHANICAL CODE) — (PART 4, TITLE 24, CCR)
JAN
JANITOR
VTT
VINYLCOMPT1tE
INTERIOR DOORS SUCH PULL OR PUSH EFFORT BEING APPLIED AT RIGHT ANGLES TO HINGED
2001 CPC (CALIFORNIA PLUMBING CODE) — (PART 5, TITLE 24, CCR)
JST
JOINT
VWC
VINYL WALL COVERING
DOORS AND AT THE CENTER PLANE OF SLIDING OR FOLDING DOORS. COMPENSATING DEVICES
2001 CFC (CALIFORNIA FIRE CODE) — (PART 9, TITLE 24, CCR)
JOIST
OR AUTOMATIC DOOR OPERATORS MAY BE UTILIZED TO MEET THE ABOVE STANDARDS. WHEN
AMERICANS WITH DISABILITIES ACT (ADA)
K
W
FIRE DOORS ARE REQUIRED, THE MAXIMUM EFFORT TO OPERATE THE DOOR MAY BE INCREASED
WNSCT
WAINSCOT
NOT TO EXCEED 15 POUNDS.
KL
EY KEY LACK
WC
WATER CLOSET
THE BOTTOM 10 INCHES OF ALL DOORS EXCEPT AUTOMATIC AND SLIDING SHALL HAVE A
FIRE DEPARTMENT NOTES
KrT
KITCHEN KICK PLATE
WP
W/P
WATER PROOF
WATER RESISTANT
SMOOTH UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY BE A WHEELCHAIR
1. ADDRESS SHALL BE VISIBLE FROM STREET.
WT
WEIGHT
FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION. WHERE NARROW FRAME
L
WWDW
WWINDOW
DOORS ARE USED, A 20 INCH HIGH SMOOTH PANEL SHALL BE INSTALLED ON THE PUSH SIDE
2. KNOX BOX REQUIRED TO BE INSTALLED.
LAB
LABORATORY
/o
WITHOUT
OF THE DOOR WHICH WILL ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST
LAV
LAVATORY
WD
WOOD
WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION.
3. FIRE EXTINGUISHERS REQUIRED —2A 108C EVERY 75' TRAVEL DISTANCE.
LTG
LIGHT
LIGHTING
ALL HOLLOW METAL DOOR FRAMES SHALL BE PROVIDED WITH STEEL FRAMES.
4. EMERGENCY EVACUATIONS 51GNAGE REQUIRED TO BE POSTED AT LOCATIONS APPROVED
LT WT
LIN
LiNM EIGHT
BY FIRE DEPT.
LONG
LONGITUDINAL
ALL THRESHOLDS SHALL NOT EXCEED 1/2- CHANGE IN ELEVATION.
LP
LOW POINTLKR
5• EXiT HARDWARE SHALL COMPLY WiTH UBC CHAPTER ON EXITING.
LVR
LOCKER
LOUVER
THE CONTRACTOR SHALL UNDERCUT ALL NEW AND EXISTING DOORS AS REQUIRED, FOR ALL
FLOOR COVERING. VERIFY EXACT THICKNESS OF ALL NEW FLOOR COVERING WITH
6. DO NOT UNDERCUT FIRE RATED DOORS. EXIT DOORS MUST BE TIED IN TO THE FIRE
SHLEMMER+KAMUS+ALGAZE PRIOR TO UNDERCUTTING OF DOORS.
SAFETY SYSTEM.
ELEVATION
STANDARD MiNIMUM DISTANCE BETWEEN DOOR JAMBS AND WALL PERPENDICULAR AND ADJACENT
7. MASTER DIRECTORY TO BE UPDATED WITH NEW SUITE #'S
ELEVATION
DETAIL NUMBER
DETAIL NUMBER
TO DOOR OPENINGS TO BE 4" UNLESS OTHERWISE NOTED.
8• PROVIDE COPY OF APPROVED NEW FLOOR PLANS FOR TENANT. FLOORS INSIDE FIRE
CONTROL ROOM.
x
#
X
5HEET NUMBER
X xx
5HEET NUMBED?
9. KNOX BOX TO BE UPDATED WITH NEW KEYS.
10. PROJECT TO COMPLY WITH ART. 87 OF C.F.C.
#
T—ELEVATION
GEILIN6 HE16HT
DETAIL SIDE
FIRE ALARM SYSTEM REQUIREMENTS
�x-
ALI6N 5YM130L
1. FIRE ALARM SYSTEM REQUIRED PER CURRENT ADOPTED C.F.C. AND SANTA ANA
STANDARDS.
2• TENANT IMPROVEMENTS IN HIGH—RISE BUILDINGS SHALL HAVE LiFE SAFETY SPEAKERS,
KEYNOTE
0
WHICH ARE CLEARLY AUDIBLE. SPEAKERS SHALL BE TESTED IN THE PRESENCE OF A
DEMOLITION KEY
NOTE
FIRE INSPECTOR PRIOR TO FINAL INSPECTION.
.*:P.
t # 4� ROOM NUMBER
SAA
SHLEMMER+ALGAZE+ASSOCIATES
interiors and architecture
LOS ANGELES - NEWPORT BEACH
6041 Bristol Pkwy
Culver City, California 90230
T [310] 553-3252
F [310] 553-9449
3300 Irvine Avenue Suite 130
Newport Beach, California 92660
T [949] 724-8958
F [949] 724-1981
ISSUE DATES
e,
• ,
PLAN CHECKCORRECTIONS
!•
Description
OWNERSHIP AND USE OF DOCUMENTS
All Drawings, Specifications and copies thereof furnished by SAF
Interiors are and shall remain it's property. They are tc
to be used only with respect to this project. Federol law prohibits the
reproduction, display, sale, or other disposition of this document without
the express written consent of Shlemmer+Alaoze+Associates Interiors do ArcKdecture
DATE:
8/3/05
DRAWN:
LC
PROJECT NO:
10.05.0354
SCALE:
AS NOTED
SHEET
TITLE
GENERAL NOTES
SHEET NO:
00000000000000000
VAN I O
PARKIN6 REQUIREMENTS
TOTAL NUMBER OF PARKIN6 5PACES: 266 5PACE5 0
AC.CE55I13LE PARKIN6 SPACES REQUIRED: 201-300 = 'I SPACES
ACCESSIBLE PARKIN6 5PACE5 PROVIDED: 7 SPACES
-o
0
ACCESSIBLE PARKING SPACES AND SIGNAGE PER CODE, 0 C
WV 5'-0' MADE PAINTED STRIPED 5-0" WOE AISLES AS SHOWN
0 C
0
00,
1J� 6?P
,-,
0
11�
I�Jj
i
SEE SHEET, .6.0 FOR NEW A.D.A.
RESTROOM PLANS, ELEVATIONS
SPECIFICATIONS.
0
15
17
1221
.
9
_W
22
,r
22
1 1
1
1
1
1
1
1
1
1
1
1
1
,:
:W
TYPE Al2U
E Al264
s�
TYPE Al16
TVtit: A q_nt
2 SITE PLAN & PATH OF TRAVEL
SANITARY FACILITIES
01. ON DOORWAYS LEADING TO MEWS SANITARY FACILITIES, AN EQUILATERAL TRIANGLE 1/4
INCH THICK VATH EDGES 12-INCHES LONG AND A VERTEX POINTING UPWARD SHALL BE
PROVIDED AND ON DOORWAYS LEADING TO WOMEN'S SANITARY FACILITIES A CIRCLE i/4
inch THICK AND 12-INCHES IN DIAMETER SHALL BE PROVIDED. THESE GEOMETRIC SYMBOLS
SHALL BE CENTERED ON THE DOOR AT A HEIGHT OF 60-INCHES AND THEIR COLOR AND
CONTRAST SHALL BE Distinctly DIFFERENT FROM THE COLOR AND CONTRAST OF THE DOOR.
UNISEX SANITARY FACILITY SHALL BE IDENTIFIED BY A CIRCLE 1/4" THICK, 12' DIA. WITH A
1/4' THICK TRIANGLE SUPERIMPOSED CENTERED IN THE 12' DIA. CIRCLE.
02. A WATER CLOSET FIXTURE LOCATED IN A COMPARTMENT SHALL PROVIDE A 28-inch WIDE
CLEAR SPACE FROM A FIXTURE OR A 32-INCH WDE CLEAR SPACE FROM A WALL AT ONE
SIDE OF THE WATER CLOSET AND A 48-INCH LONG CLEAR SPACE IN FRONT OF THE WATER
CLOSET IF THE COMPARTMENT HAS AN END OPENING DOOR (FACING THE WATER CLOSET) A
60-INCH MINIMUM LENGTH CLEAR SPACE SHALL BE PROVIDED IN A COMPARTMENT WITH THE
DOOR LOCATED IN THE SIDE. GRAB BARS SHALL NOT PROJECT MORE THAN 3-INCHES INTO
THE CLEAR SPACE AS SPECIFIED ABOVE.
03. WATER CLOSET COMPARTMENTS SHALL BE EQUIPPED WiTH A DOOR THAT HAS AN
AUTOMATIC CLOSING DEVICE, AND SHALL HAVE A CLEAR UNOBSTRUCTED OPENING WIDTH OF
32-INCHES WREN LOCATED AT THE END AND 34-INCITES WHEN LOCATED AT THE SIDE VNTH
THE DOOR POSITIONED AT AN ANGLE OF 90 DEGREES FROM ITS CLOSED POSITION.
04. EXCEPT FOR DOOR OPENING WDTH AND DOOR SWINGS, A CLEAR UNOBSTRUCTED ACCESS NOT
LESS THAN 44-INCHES SHALL BE PROVIDED TO WATER CLOSET COMPARTMENTS DESIGNED
FOR USE BY THE DISABLED. THE SPACE IMMEDIATELY IN FRONT OF A WATER CLOSET
COMPARTMENT SHALL BE NOT LESS THAN 48-INCHES AS MEASURED AT RIGHT ANGLES TO
THE COMPARTMENT DOOR IN IT'S CLOSED POSITION.
05. THE HEIGHT OF ACCESSIBLE WATER CLOSETS SHAD. DE A MINIMUM OF 17 INCHES
AND A MAXIMUM OF 19 INCHES MEASURED TO THE TOP OF TOILET SEAT,
06. TOILET FLUSH CONTROLS SHALL BE OPERABLE WITH ONE HAND, AND SHALL NOT REQUIRE
TIGHT GRASPING; PINCHING, OR TWISTING OF THE WRIST. CONTROLS FOR THE RUSH
VALVES SHALL BE MOUNTED ON THE WiDE SIDE OF THE TOILET AREAS, NO MORE THAN
44-INCHES ABOVE THE FLOOR. THE FORCE REQUIRED TO ACTIVATE CONTROLS SHALL BE
NO GREATER THAN 5 POUNDS
07. WHERE URINALS ARE PROVIDED, AT LEST ONE SHALL HAVE A CLEAR SPACE
30-INCHES WiDE X 48-INCHES LONG IN FRONT OF THE URINAL
08. WHERE URINALS ARE PROVIDED. AT LEAST ONE WITH A RIM PROJECTING A MINIMUM CE
17-INCHES ABOVE THE FLOOR SHAD. BE PROVIDED.
09. A CLEAR FLOOR SPACE 30-INCHES WIDE X 48-INCHES LONG SHALL BE PROVIDED IN FRONT
OF A LAVATORY TO ALLOW A FORWARD APPROACH. SUCH CLEAR FLOOR SPACE SHALL ADJOIN
OR OVERLAP AN ACCESSIBLE ROUTE AND SHALL EXTEND INTO KNEE AND TOE SPACE
UNDERNEATH THE LAVATORY.
KEW
as-KIM
rrww
�AI r
�9
SANITARY FACILITIES CONT
10. LAVATORIES SHALL BE MOUNTED WITH A CLEARANCE OF AT LEAST 29- INCHES FROM THE
FLOOR TO THE BOTTOM OF THE APRON WITH KNEE CLEARANCE UNDER THE FRONT UP
EXTENDING A MINIMUM OF 30-INCHES IN WDTH WITH B-INCHES MINIMUM DEPTH AT THE TOP.
TOE CLEARANCE SHALL BE THE SAME WITH AND SHALL BE A MINIMUM OF 9-INCHES HIGH
FROM THE FLOOR AND A MINIMUM OF 17-INCHES DEEP FROM THE FRONT OF THE LAVATORY.
11, A PROJECTION OF LAVATORY BOWL INTO THE 8-INCH CLEAR SPACE. THEREBY REDUCING
THE CLEAR HEIGHT BELOW THE LAVATORY TO NO LESS THAN 27-INCHES AT 8-INCHES
BACK FROM THE APRON, MEETS THE REQUIREMENT FOR PROVIDING KNEE CLEARANCE.
12. HOT WATER AND DRAIN PIPES UNDER LAVATORIES SHALL BE INSULATED OR OTHERWISE
COVERED. THERE SHALL BE NO SHARP OR ABRASIVE SURFACES UNDER LAVATORIES.
13. FAUCET CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND
SHALL NOT REWIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST, THE FORCE
REWIRED TO ACTIVATE CONTROLS SHALL BE NO GREATER THAN 5 LBS LEVER -OPERATED,
PUSH -TYPE AND ELECTRONICALLY CONTROLLED MECHANISMS ARE EXAMPLES OF
ACCEPTABLE DESIGN. SELF -CLOSING VALVES ARE ALLOWED IF THE FAUCET REMAINS OPEN
FOR AT LEAST 10 SECONDS.
14. MIRRORS SHALL BE MOUNTED WITH THE BOTTOM ETHE NOT MORE THAN 40-INCHES
FROM THE FLOOR.
15. LOCATE TOWEL, SANITARY NAPKIN, WASTE RECEPTACLES AND ANY OTHER DISPENSERS
WITH ALL OPERABLE PARTS NOT MORE THAN 40-INCHES FROM THE FLOOR.
16. LOCATE TOILET TISSUE DISPETISERS ON THE WALL WITHIN 12-INCHES OF THE
FRONT EDGE OF THE TOILET SEAT.
17. ALL TOILET ROOM ACCESSORY SHALL BE MOUNTED IN COMPLIANCE WiTH ALL ADAAG, SECTION 4
AND CALIFORNIA 71U 24 DISABLED ACCESS REQUIREMENTS.
18. TOILET ROOMS SHALL BE EQUIPPED WITH A.MECLHANICAL VENTIL.A71NH SYSTEM PROVIDING A
MINIMUM OF FOUR (4) AiR CHANGES PER HOUR AND TO COMPLY NTH RESPECTIVE CODES
1-1/4" TO 1-1/2"
DIAMETER I
WALL
1-1/2"
&RA5 BAR AND WALL CONNECTION
BUectrical/ForktIft
MAINTENANCE
SHOP
STEEL FENCE
GRAB BARS
19. GRAB BARS, FASTENERS AND MOUNTING DEVICES MALL BE DESIGNED FOR 250 LBS.
PER LINEAR FEET LOAD.
20. GRAB BARS SHAD. BE LOCATED ON EACH SIDE, OR ONE SiDE AND THE BACK CE THE
PHYSICALLY DISABK.ED TOILET STALL OR COMPARTMENT AND SHALL BE SECURELY
ATTACHED 33-INCHES ABOVE AND PARALLEL TO THE FLOOR.
21. GRAB BARS AT THE SIDE SHALL BE AT LEAST 42-INCHES LONG WITH THE FRONT END
POSITIONED 24-INCHES IN FRONT OF THE WATER CLOSET STOOL, AND GRAB BARS AT THE
BACK SHALL BE NOT LESS THAN 36-INCHES LONG.
22. THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF A GRAB BAR SHALL BE 1-i/4
INCHES TO 1-1/2 IN04ES OR THE SHAPE SHALL PROVIDE AN EQUIVALENT GRIPPING
SURFACE.
23. IF THE GRAB BAR IS MOUNTED ADJACENT TO A WALL, THE SPACE BETWEEN THE
WALL AND THE GRAS BAR SHALL BE 1-1/2 INCHES.
24. A GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT SHAD. BE FREE OF ANY
SHARP OR ABRASIVE ELEMENTS
25. GRAB BARS SHALL NOT ROTATE WITHIN THEIR FITTINGS.
26. EDGES SHALL HAVE MINIMUM RADIUS OF 1/8-INCH.
27. WHERE LOCKERS ARE PROVIDED, AT LEAST ONE AND NOT LESS THAN ONE PERCENT OF ALL
LOCKERS SHALL BE MADE ACCESSIBLE TO THE PHYSICALLY DISABLED. A PATH CE TRAVEL
NOT LESS THAN 36-INCHES IN CLEAR WIDTH SHALL BE PROVIDED TO THESE LOCKERS AND A
CLEAR SPACE FOR A CIRCLE WITH DIAMETER OF 60-INCHES.
URINAL
BOBRICK BOBRICK B-221
B-685i 5EAT COVER DISPEN5ER - BOBRICK B-145
ROLL PAPER N.I.C. 1524 MIRROR -
HOLDER - N.I.G. _
N . I
m ® 5"MIN.
r 6° MAX
12" 12" -1" MIN.
WATER 01-05ET 45" HI6yH MAR ITE PAN L
4' &; ..H I 6� G0V.1�D 5 E -P N . I . 0,
}`
INAIN500T W/PAINTED 6YP. BD.
A5V. -N.I.C.
TO I LET SIDE EL..EVAT I ON LAVATORY
ACCESSIBLE 5A,NITARY FAOILITIE5
a
14 28
4 ---i-- 4
60" MIN.
W
4
Z
42" MIN. A.F.F.
- '-' - 6RAB BAR
24" MIN.
D;
v
FLU5H z
ACTIVATOR ON�_56" MIN 4" MIN. CL
WIDE SIDE. GRAB BAR cv
m
r �
60" MIN
DIAMETER
CLEAR: 1
0 � �
MARLITE
PANEL
WAIN5COT.
30" X48"
i CLEAR 5PAC
L____
44" MIN. CLR.
1-
� I v
1 i �
j WIDTH + 18" m
I LEVEL AND CLEAR.
MULTIPLE ACCOMMODATION TOILET
SAA
SHLEMMER+ALGAZEASSOCIATES
interiors and architecture
LOS ANGELES - NEWPORT BEACH
6041 Bristol Pkwy
Culver City, California 90230
T [310] 553-3252
F [310] 553-9449
3300 Irvine Avenue Suite 130
Newport Beach, California 92660
T [949] 724-8958
F [949] 724-1981
1�
I
U.„ C.
pd ,- ,, j!n �
SZitlOa
)19 1 1 i,. rs it
1 v 4-0 " IL_ V 0-1 ! L 1J
1 8-19-05 PLAN CHECK CORRECTIONS
No. I Date I Description
OWNERSHIP AND USE OF DOCUMENTS
ALI Drawings, Specifications and copies thereof furnished by SAR
Interiors are and shall remain its property. They are tc
to be used only with respect to this project. Federal low prohibits the
reproduction, display, sale, or other disposition of this document withou•
the exteess written consent of Shlemmer+Alaaze+Assacintes Interiors & Architecture
DATE:
8/3/05
DRAWN:
LC
PROJECT NO:
10.05.0354
SCALE:
AS NOTED
SHEET
TITLE
ADA PATH OF TRAVEL PLAN
SHEET NO:
A�Oml
1111:01 Al ! • :!
�111111 EXISTING, PARTITION TO REMAIN.
= EXI5TIN6 PARTITION TO BE REMOVED.
# DEMOLITION KEYNOTE.
EXI5TIN6 DOOR TO REMAIN.
--------� r�
I \ EXI5TIN6 DOOR TO BE REMOVED.
i
j REMOVE ALL NVAO/ELECTRICAL TIES BETN�EN SUITES.
DEMOLITION NOTES
CONTRACTOR TO REMOVE EXI5TiN6 FRONT ENTRY DOOR, (TO BE REPLACED WITH
NEW HOLLOW METAL DOOR, KEEP SAME FRAMES).
CCONTRACTOR TO REMOVE (1) EXI5TIN6 LOADIN6 ROLL -UP DOOR AND FRAMES WHERE
SHOWN, (TO BE FILLED IN WITH NEW WALL, SEE SHEET A-2.0.
REMOVE ALL FLOOR COVERIN6 THROU6HOUT T.I. SPACE WHERE WORK TO BE DONE
I (U.N.O. SEE FINISH PLAN). 56RAPE ALL FLOORS CLEAN OF ALL ADHESIVE,
PAD ETC. TO SMOOTH FINISH AND BROOM CLEAN.
CUT IN NEW 4'-0" WIDE OPENIN6 IN EXI5TIN6 WOOD FENCE (LOCATE AT END OF
-- — NEW CONCRETE RAMP, SEE SHEET A-2.0).
EXI5TIN6 CONCRETE STAIRS TO BE OMITTED (LANDIN6 TO REMAIN). NEW
CONCRETE RAMP TO BE BUILT, SEE SHEET A-2.0.
_ 5 EXI5TIN6 6LA55 STOREFRONT TO BE DEMOL15HED BY OTHERS AFTER NEW WALL 15
— — BUILT (SEE SHEET A-2.0).
.o
...............
■
1/8"4=0"
• LEAVE SPRINKLERS INTACT AS-I5 (ONLY DURIN6 DEMOLITION). ALL FIRE LIFE
SAFETY EQUIPMENT SHALL BE LEFT IN PLACE. IF A STRUCTURE 15 HOLDIN6 A
DEVICE IS REMOVED, THE CONTRACTOR SHALL SUPPORT THE FIRE LIFE SAFETY
DEVICE IN A MANNER THAT DOES NOT IMPAIR IT'5 FUNCTION IN ANY WAY.
• REMOVE ALL DATA/TELE CABLIN6 IN CEILIN6 BACK TO ORI6INAL DEMARK.
(UNLESS OTHERWISE INSTRUCTED)
• ABANDON PLUMBIN6 LINES AND DRAINS TO BE REMOVED BACK TO POINT OF
ORI61NATION A5 REQUIRED FOR NEW TENANT'S BUILD -OUT.
• AFTER DEMOLITION THE SPACE SHOULD BE LEFT IN A CLEAN AND BROOM SWEPT
CONDITION.
• INTENT OF THE DRAWIN6 15 TO 5HOW EXI5TIN6 BUILDIN6 CONDITION5 WITH
INFORMATION DEVELOPED FROM AVAILABLE DOCUMENTS. CONTRACTOR SHALL MAKE A
DETAILED SURVEY OF EXISTIN6 CONDITIONS PERTAININ6 TO THE WORK BEFORE
COMMENCIN6 DEMOLITION. THE CONTRACTOR SHALL REPORT DISCREPANCIES BETWEEN
DRAWIN65 AND ACTUAL FIELD CONDITIONS TO THE ARCHITECT.
• MAINTAIN FULLY CHAR6ED FIRE EXTIN6UI5HER READILY AVAILABLE DURIN6 ALL
DEMOLITION OPERATIONS.
• ALL REMOVED MATERIAL OTHER THAN ITEMS TO BE SALVA6ED OR REU5ED SHALL
BECOME CONTRACTORS PROPERTY U.N.O., AND SHALL BE REMOVED FROM OWNER'S
PROPERTY. CLEAN UP AND DI5POSE OF DEBRIS PROMPTLY AND CONTINUOUSLY AS THE
WORK PR06RE55E5. SECURE AND PAY FOR REQUIRED HAULIN6 PERMITS, PAY DUMPIN6
FEES AND CHAR6E5.
• WHERE CONSTRUCTION TO BE REMOVED INTERSECTS CONSTRUCTION TO REMAIN, WORK
SHALL INCLUDE OF ALL ATTACHMENT DEVICES (SHOT PINS, ANCHORS, LAB BOLTS,
NAILS, NAILERS, SHIMS, ETC.)
4
r-%l S"r,% V i T T V I II A '.
SAA
SHLEMMER+ALGAZE+ASSOCIATES
interiors and architecture
6041 Bristol Pkwy
Culver City, California 90230
T [310] 553-3252
F [310] 553-9449
3300 Irvine Avenue Suite 130
Newport Beach, California 92660
T [949] 724-8958
F [949] 724-1981
x
Vp �� "A
t�
Expwus,
Mi ALI ni lr-tl1I
No. I Date I Description
OWNERSHIP AND USE OF DOCUMENTS
Ail Drawings, Specifications and copies thereof furnished by SAA
Interiors are and shall remain its property. They are tc
to be used only with respect to this project. Federal low prohibits the
reproduction, display, sa e, or other disposition of tfiis docurne, withov
fhe express written consent of Shlemmer+Algaze+Associates Interiors do Architecture
DATE: 8/3/05
DRAWN: LC
PROJECT NO: 10.05.0354
SCALE: i AS NOTED
DEMOLITION / AS -BUILT PLAN
FRONT OFFICES
SHEET NO:
PARTITION PLAN - FRONT OFFICES.
1 scue va=r-m
r GENERAL DOOR SCHEDULE
#
ROOM NAME
• PROVIDE NEN BUILDIN6 STANDARD THRESHOLD, WHERE REQUIRED. MAXIMUM THRESHOLD HE16HT AT
DOORS SHALL BE 1/2" WITH 1/4" BEVEL.
101
RECEPTION
H.R. MANAGER
• ALL FINISHED PARTITIONS SHALL BE PLUMB, 57RAI6HT AND TRUE AND SHALL HAVE TAPED .JOINTS,
102
EXEC. OFFICE
WOMENS RM.
TELE. CLOSET
FLUSH AND SMOOTH.
DETAIL #3lD-2.0.
• PROVIDE 5AGKIN6 IN WALLS FOR WALL HUNG FIXTURES AND CABINETS, REFER TO
• STANDARD PRYWALL 5TUP5 SHOULD BE ELL-OTR06ALVANIZED STEEL WITH PUNCHED UTILITY OPENIN65
AND KNURLED FLANGE AT LEAST 1-1/4" HIDE FLANGE RETURNS. FURNISH 25 6A. MD5 EXCEPT"
tO3
104
105
106
MEN'S ROOM
COFFEE RM.
BREAK ROOM
SHIP MANAGER
OPEN 5HIPPIN6 AREA
WHERE 20 6AU6E OR HEAVIER IS SHOWN OR REQUIRED.
• 6AU6E SPECIFIED ABOVE ARE A MINIMUM, WHERE REQUIRED "STUD HEI6HT EXCESS GODE5 APPROVALS,
PROVIDE HEAVIER 6AU6E 5TUD5 OF DEGREASE STUD 5PACIN6 AS NECESSARY TO CONFORM TO CODE.
• CONTRACTOR TO SUBMIT SUBMITTALS OF ALL (FINISHES, PLUMBIN6 FIXTURES, ELECTRICAL
COMPONENTS, DOOR HARDWARE AND LIGHT FIXTURES) TO ARCHITECT FOR WIT-rEN APPROVAL PRIOR
TO ORDERIN6 MATERIAL. IF SUBMITTALS ARE NOT SUBMITTED AND APPROVED IN WRITIN6 THE
10'1
108
lOq
110
111
PLANT MANAGER
CONTRACTOR HILL BE RESPONSIBLE FOR ALL COST A55XIATED KITH REPLACEMENT.
• F.E.0 FIRE EXTIWUI5HER TO MATCH SUILDIN6 STANDARD.
• SUBMIT CUT -SHEET OR ACTUAL POOR SAMPLE FOR APPROVAL PRIOR TO PURCHASE OR FABRICATION
OF DOORS. HARDWARE SCHEDULE (COMPLETE KITH CATAL06 CUT SHEET.)
• MAXIMUM DOOR OPERATION PRE55URE FOR INTERIOR DOOR5 SHALL BE 5LB5.
• DOOR HARDWARE SHALL BE PUSH-PULL OR OTHER TYPE WHICH DOES NOT REQUIRE 61RASPIN6 AND
TURNIN6.
• CONTRACTOR 514ALL FURNISH AND INSTALL ALL DOORS, HARDWARE AND FRAMES REQUIRED FOR A
COMPETE AND PROPER INSTALLATION.
• ALL DOOR5 SHALL HAVE DOOR OR FLOOR 5TOP5 TO PREVENT DAMAGE TO POOR, HARDWARE OR
ADJACENT WALL SURFACES.
• CONTRACTOR TO VERIFY ALL KEY REQUIRE101ENTS KITH LANDLORD AND SHALL COORDINATE BUILDING
STANDARD CYLINDERS AND KEYWAYS AS REQUIRED.
• ALL DOORS SPECIFIED SHALL BE FINISHED ON BOTH FACES AND ON THE HIN6ED AND STRIKE EDGES,
TOP AND BOTTOM EME5 UNFINISHED,
• CORRIDOR DOOR OPENIN65 SHALL BE PROTECTED BY A T16HT FITTIN6 SMOKE AND DRAFT CONTROL
A55EMBLY HAVIN6 A FIRE RATING OF NOT LESS THAN 20 MINUTES (UBC 1005.8.1) DOOR SHALL BE
SELF CONTROL OR AUTOMATIC CL051N6 BY ACTUATION OF SMOKE DETECTOR.
• CONTRACTOR TO VERIFY IF X-RAY IS REQUIRED PRIOR TO CORE DRILLING.
• PATCH AND REPAIR WINDOW MULLIONS AND SILLS AS REQUIRED.
• ALL PARTITIONS ARE DIMENSIONED FINISH TO FINISH U.N.O.
* FURNITURE VENDOR SHALL VERIFY EXISTIN6 FIELD CONDITIONS AND DIMENSIONS,
NOTE: ALL NEN DOOR PULL HARDWARE TO BE
ACCESSIBLE, APPROVED "LEVER" TYPE.
NOTE: ALL NEN DOOR5 ARE TO BE 5'-0" RIPE
MIN. UNLE55 OTHERWISE NOTED.
B. BUILDIN6 STANDARD HOLLOA METAL EXTERIOR DOOR
TYPE:
MATCH EXISTING
FRAME:
EXISTIN6
HE16HT:
MATCH EXISTIN6
FINISH:
MATCH EXI5TIN6
RATIN6:
20 MIN. A55EMBLY
C. BUILDIN6 STANDARD SIN6LE INTERIOR DOOR
TYPE:
MATCH EXISTIN6
FRAME:
MATCH EX15TIN6
HEIGHT:
MATCH EXISTING,
FINISH:
MATCH EXISTIN6
14
D-1.a
14
3`-01 Typ.
ELEVATION A
DOOR ELEVATION5
• ald
b. 5IN6LE EXTERIOR ENTRY DOOR HARPNARE
LOCK5ET: MATCH EX15TI N65</- f /U'' 1,"40
HIN6E5: MATCH EXISTING �'t� vu,
CLOSER: MATCH EXI5TIN6
DOOR STOP: MATCH EXISTIN6
THRESHOLD: MATCH EXI5TIN6
SMOKE SEAL MATCH EXI5TIN6
4C+15ET: MATCH EXISTIN6
D HIN6ES: MATCH EXISTING
POOR STOP: MATCH EXI5TIN6
7. d, INTERIOR LOCKSET
LtiGK5r1: MATCH EXI5TIN6
HIN6E5: MATCH EXI5TIN6
DOOR STOP: MATCH EXIST.,IN6
d PRIGIN6 KEYNOTE,
NEW DOOR
NEW PARTITION, TO SUSPENDED GEILIN6 ABOVE <�> UNO.
NEW PULL HE16HT EXTERIOR PARTITION, FLOOR TO FLOOR ABOVE, TYPE D1
NEW PARTITION TO SUSPENDED GEILIN6 ABOVE GEILIN6 W/ 6LASS
NINPON,TYPE 62
< NEW PARTITION, FLOOR TO SUSPENDED GEILIN6 6RID, 2-1/2"x256A. M. 5TUD5
@24" O.G. N/ 5/8" TYP. "X" 6YP. BP., SEE DETAIL 1/D-1.0
NEN PARTITION, 2-1/2"x256A. MTL. 5TUD5 @24" O.G. N/ SOUND BATT INSULATION,
5/8" TYP "X" 6YP. BD., SEE DETAIL 2/D-1.0
Ai NEN EXTERIOR PARTITION, FLOOR TO FLOOR, 3-5/8"x18 6A. MTL. 5TUD5 @24"
O.G. N/ 5/8" TYPE 'I GYP. BD. (INTERIOR), N/ 5/8" EXTERIOR PLASTER 0/
LATH BD. (COLOR AND TEXTURE TO MATCH EXI5TIN6). SEE PET' 6/D-1.0
6 NEN GEILIN6 HEI6HT PARTITION N/ 6LA55 WINDOW, FLOOR TO SUSPENDED GEILIN6
GRID, 2-1/2"x256A METAL STUDS W! 5/5" TYPE 'I 6YP. BD., SEE PET.
101D-1.0
PROVIDE NEW CONCRETE RAMP AND STAIR PER A.D.A AS 5HONN, EXISTIN6 CONC.
LANDING TO REMAIN, ADD NEN HANDRAILS TO RAMP 4 STAIRS PER A.D.A., SEE
!D-
PROVIDE S IPI 6 PER CEZSECTION 11338.4,4. FOR THE VISUALLY IMPAIRED.
PROVIDE NEN RESTROOMS, SEE PLAN, ELEVATIONS AND DETAILS, SHEET A-6.0.,
NEGT TO EX TINE HO d LD FlA A DRAINS IN BUILDING AS REQUIRED.
PR[1YIDE "WATER RESISTIVE GYP. BOARD UNDER ALL RESTRoOM CERAM G TILE
FINISH AT HALLS.
GONTRAGTOO f� MODIFY rrOE LIFE SAFETY SYSTEMS.r COORDINATE N/
ELECTRICAL CONTRACTOR, FIRE LIFE SAFETY CONTRACTOR AND BUILDIN6 AND
SAFETY.
NEW PLASTIC LAMINATE UPPER AND LOYER CABINET W! SINK, 6ARBA6E DISPOSAL,
INSTA HOT AND DISHWASHER. PROVIDE COPPER WATER TUBING FOR COLD HATER
T:ZAIL�NEW_STANPARD NDA SE,�1B1,Y, MATG 1 EXIST CORRIDOR DOOR AND HE16HT
NEW NON RATED BUILDIN6 STANDARD TENANT DOOR AND ASSEMBLY.
NEW EXTERIOR HOLLOW METAL DOOR TO REPLACE EXI5n % DOOR, EXISTING FRAMES
TO REMAIN.
PROVIDE NEN CONCRETE FLOOR TO MATCH EXI5TIN6 FACTORY FLOOR FINISH.
Q PROVIDE (2) NEN 5LIDIN6 6LA55 NINDOWS AT RECEPTION AREA, SEE DETAIL
4/D-1.0.
5/4" THICK PLYWOOD BACKBOARD FOR TENANT'S TELEPHONE EQUIPMENT. 5IZE
12 TO BE DETERMINED BY TENANT'S TELEPHONE VENDOR.
i3 CUT OFENIN65 AS 5HONN IN EXI5TIN6 WOOD FENCE.
SCOPE OF WORK
S I
AA
SHLEMMER+ALGAZE+ASSOCIATES
interiors and architecture
LOS ANGELES - NEWPORT BEACH
6041 Bristol Pkwy
Culver City, California 90230
T [310] 553-3252
F [310] 553-9449
3300 Irvine Avenue Suite 130
Newport Beach, California 92660
T [949] 724-8958
F [949] 724-1981
PROJECT
ISSUE DATES
No. I Date I Description
OWNERSHIP AND USE OF DOCUMENTS
All Drawings, Specifications and copies thereof furnished by SA<
Interiors are and shall remain it's property. They are tc
to be used only with respect to this project. Federal low prohibits the
reproduction, display, sale, or other disposition of this document withow
the express written consent of ShiemmerOlgaze+Associates Interiors k Architecture
DATE: 8/3/05
DRAWN: LC
PROJECT NO: 10.05.0354
SCALE: 1 AS NOTED
PARTITION
, rO PLAN
FRONTOFFICES
SHEET NO:
I� •
LA13 111NU UULUMIVJ L—nl.> 1 1.I14U i..Llt_vi•11'J,>
TO REMAIN, TYP, TO REMAIN, TYP.
AA 11
19, k 999
10010 iffil
• PROVIDE NEW BUILDING STANDARD THRESHOLD, WHERE REQUIRED. MAXIMUM THRESHOLD HEIGHT AT
DOORS SHALL BE 1/2" WITH 1/4" BEVEL.
• ALL FINISHED PARTITIONS SHALL BE PLUMB, STRAIGHT AND TRUE AND SHALL HAVE TAPED JOINTS,
FLUSH AND SMOOTH.
• PROVIDE BACKING IN HALLS FOR HALL HUNG FIXTURES AND CABINETS, RE E TO DETAIL #5/D-2.0.
• STANDARD DRYWALL STUDS SHOULD BE ELE-CTR06ALVANIZED STEEL AITH PUNCHED UTILITY OPENIN65
AND KNURLED FLANGE AT LEAST 1-1/4" WIDE FLANGE RETURNS. FURNISH 25 GA. STUDS EXCEPT
WHERE 20 GAUGE OR HEAVIER IS SHORN OR REQUIRED.
• GAUGE SPECIFIED ABOVE ARE A MINIMUM, WHERE REQUIRED STUD HEIGHT EXCESS CODES APPROVALS,
PROVIDE HEAVIER GAUGE STUDS OF DECREASE STUD SPACING AS NECESSARY TO CONFORM TO CODE.
• CONTRACTOR TO SUBMIT SUBMITTALS OF ALL (FINISHES, PLUMBING FIXTURES, ELECTRICAL
COMPONENTS, DOOR HARDWARE AND LIGHT FIXTURES) TO ARCHITECT FOR NRITTEN APPROVAL PRIOR
TO ORDERING MATERIAL. IF SUBMITTALS ARE NOT SUBMITTED AND APPROVED IN YqRITIN6 THE
CONTRACTOR RILL BE RESPONSIBLE FOR ALL C05T A55XIATED AITH REPLACEMENT.
• F.E.G FIRE EXTINGUISHER TO MATCH BUILDING STANDARD.
• SUBMIT CUT-5HEET OR ACTUAL DOOR SAMPLE FOR APPROVAL PRIOR TO PURCHASE OR FABRICATION
OF DOORS. HARDWARE 50HEDULE (COMPLETE WITH CATAL06 CUT SHEET.)
• MAXIMUM DOOR OPERATION FRE55URE FOR INTERIOR DOORS SHALL BE 5LB5.
• DOOR HARDWARE SHALL BE PUSH-PULL OR OTHER TYPE WHICH DOES NOT REQUIRE GRASPING AND
TURNING.
• CONTRACTOR SHALL FURNISH AND INSTALL ALL DOORS, HARDWARE AND FRAMES REQUIRED FOR A
COMPETE AND PROPER INSTALLATION.
• ALL DOORS SHALL HAVE DOOR OR FLOOR STOPS TO PREVENT DAMAGE TO DOOR, HARDWARE OR
ADJACENT AAL.L SURFACES.
• CONTRACTOR TO VERIFY ALL KEY REQUIREMENTS WITH LANDLORD AND SHALL COORDINATE BUILDING
STANDARD CYLINDERS AND KEYWAY5 AS REQUIRED.
• ALL DOORS SPECIFIED SHALL BE FINISHED ON BOTH FACES AND ON THE HIN6ED AND STRIKE EDGES,
TOP AND BOTTOM EDGES UNFINISHED.
• CORRIDOR DOOR OPENIN65 SHALL BE PROTECTED BY A TI6HT FITTING SMOKE AND DRAFT CONTROL
ASSEMBLY HAVING A FIRE RATING OF NOT LE55 THAN 20 MINUTES (U% 1005.8.1) DOOR SHALL BE
SELF CONTROL OR AUTOMATIC CL05IN6 BY ACTUATION OF SMOKE DETECTOR.
• CONTRACTOR TO VERIFY IF X-RAY IS REQUIRED PRIOR TO CARE DRILLING.
• PATCH AND REPAIR AINDOA MULLIONS AND SILLS AS REQUIRED.
• ALL PARTITIONS ARE DIMENSIONED FINISH TO FINISH U.N.O.
* FURNITURE VENDOR SHALL VERIFY EXISTING FIELD CONDITIONS AND DIMENSIONS.
x
Mom
NOTE: ALL NEW DOOR PULL HARDWARE TO BE
ACCESSIBLE, APPROVED "LEVER" TYPE.
NOTE: ALL NEA DOORS ARE TO BE 5'-0" WIDE
MIN. UNLE55 OTHERWISE NOTED.
a MM1010111
14
a1.0
14
0^1.0
3'-0" TYP.
ELEVATION A
DOOR ELEVATIONS
ELEVATI ON 13
A. BUILDIN6 STANDARD SINGLE INTERIOR DOOR
a. INTERIOR LOCKSET
TYPE:
BUILDING STANDARD
LOCK5E7: BUILDING STANDARD
FRAME:
BUILDING STANDARD
HINGES: BUILDING STANDARD
HEI6HT:
BUILDING STANDARD
DOOR STOP: BUILDING STANDARD
FINISH:
BUILDIN6 STANDARD
EXISTING PARTITION TO REMAIN
NEW PARTITION, TO SUSPENDED CEILING ABOVE .A `UNO.
A TYPE "A" - 2 1/2" X 25 GA. METAL STUDS PARTITION FLOUR TO UNDERSIDE OF
CEILING # 2'-0" O.C. WITH TYPE "X" GYP. BOARD ON BOTH SIDES. PROVIDE
BRACING ABOVE CEILING. (SEE DETAIL #1/D-1.0)
j PROVIDE UNDER COUNTER TANKLE55 INSTA-HOT WATER HEATER.
PROVIDE GARBAGE DISPOSAL WITH ON 4 OFF SWITCH # +44" AFF UNLESS
OTHERWISE NOTED.
1/4" DIAMETER COLD WATER CAPPER LINE FOR ICE MAKER WITH SHUT OFF
VALVE.
2'-10" HIGH x 2'-1" DEEP SELF-ED6ED PLASTIC LAMINATE COUNTERTOP WITH
Q 5TAINL.E55 STEEL KITCHEN SINK WITH LEVER HANDLE FAUCET, 4"H. BACK
SPLASH AND LOWER CABINETS CONSISTING OF 4"H. TOEKICK, DRAWERS,
HIN6ED DOORS, AND ONE ADJUSTABLE SHELF, PLASTIC LAMINATE EXTERIOR
AND MELAMINE OR KORTRON INTERIOR. SEE ELEVATION/SECTION #q 8
#12/D-1.0
I'-O"D CLR # 5'-0" AFF TO 1" FROM CEILING UPPER CABINETS WITH HINGED
DOORS AND TWO ADJUSTABLE SHELVES. PLASTIC LAMINATE EXTERIOR AND
MELAMINE OR KORTRON INTERIOR.SEE ELVATION/SECTION #q d #12/D-1.0
TENANT'S FULL HEIGHT REFRIGERATOR AND VENDIN6 MACHINIES (N.I.C.)
Q SEE RESTROOM DETAILS ON 94MT A-6.0
g PROVIDE SUMP PUMP FOR RESTROOM PLUMBING AT REAR OF SITE, LOCATE AS
REQUIRED, VERIFY AITH TENANT,
# IROOM NAME
B. BUILDING STANDARD DOUBLE INTERIOR DOOR
TYPE: BUILDIN6 STANDARD
FRAME: BUILDING STANDARD
HEIGHT. BUILDING STANDARD
FINISH: BUILDIN6 STANDARD
FOR OVERALL SITE -
LOCATION SEE SHEET A-0,1
M
9
0
SAA
SHLEMMER+ALGAZE+ASSOCIATES
interiors and architecture
6041 Bristol Pkwy
Culver City, California 90230
T [310] 553-3252
F [310] 553-9449
3300 Irvine Avenue Suite 130
Newport Beach, California 92660
T [949] 724-8958
F [949] 724-1981
0 IN11:11"I
1
1
1
•
DATESISSUE
e��
• I,
PLAN CORRECTIONS
%�®
FAI
OWNERSHIP AND USE OF DOCUMENTS
Ail Drawings, Specifications and copies thereof furnished by SAP
Interiors are and shall remain it's property. They are tc
to be used only with respect to this project Federal low prohibits the
ductio re rod display, sale, or other disposition of this document withou-
the express written consent of Shiemmer+A1gaze+Associates Interiors do Architecture
DATE: 8/3/05
DRAWN: LC
PROJECT NO: 10.05.0354
SCALE: 1 AS NOTED
PARTITION PLAN -
CENTER OFFICES
SHEET NO:
EXISTIN6
LANDSOPIN6
TO REMAIN
NEN HOLLON METAL
DOOR, FAINTED
EX I ST I N67
CANOPY ,
EX I 5T I N6
NALL
1/87-4-0"
NIEN RAMP AND STAIRS,
SEE DETAILS, SHEET D-1.0
0 a
LP
NEN :2x4 SUSPENDED CEILIN6 6RID AND ACOUSTIC TILES, SEE DETAIL I/D-1.0 FOR
METAL 57UD: III
UI!16 ABOZ�EILIN6 TO SUSPEN12 ACOUSTIC TILE FROM.
LI614TEAND VENTILATION PER CB6 SECTION 1202. MINIMUM OF 15 6FM OF OUTSIDE
Z
AIR PERR OCCUPANT 15 REQUIRED FOR VENTILATION, TYPICAL.
V..
F_XI5TIN(7
ROLL -UP
DOOR
NEN STUCCO NALL
PA I NT' TO MAT( H EXSITIN6
NEH 2x4 BUILPIN6 STANDARD PARABOLIC, LAY IN 6RID FLUORESCENT LI6HT
FIXTURE, 3-TUBE, 211 VOLT FLUORESCENT FIXTURE NITH T-5 LAMP AND
ENE%Y SAVIN6 BALLAST, LAY IN TRIM, HEAT -REMOVAL TROFFER.
SEE DETAIL #D/D-2.0.
INDICATES ONE 510M OR TAO 51DED 516N WJVIRELOICATED BUILDIN6
STANDARD ILLUMINATED EXIT SI6N.
INDICATES DIRECTIONAL 6RAPHIC,
t-ff NEK 2x4 SUSPENDED CEILIN6 6RID AND ACOUSTIC TILES. CONTRACTOR TO
_k4 VERIFY THAT CEILIN6 MEETS SEISMIC BRACIN6 REQUIREMENTS. SEE DETAIL
# I 5/D-2. 0
$ NEK BUILDIN6 STANDARD SIN(5LE KALL SAITCH.
# NEK BUILDIN6 STANDARD DOUBLE K4LL 5YI
CEILINS SUSPENSION SYSTEM SHALL BE CONNECTED AND BRACED PIRMTLY TO THE
STRUCTURE AT THE MEANS OF ESIRESS SERVIN6 AN OCCUPANT LOAD OF 50 OR MOIRE
AND AT LOBBIES ACCESSORY TO 6ROUP A OCCUPANCIES. SPACIN6 OF VERTICAL
HAN6ER5 SHALL NOT EXCEED 2 FEET ON CENTER ALON6 THE ENTIRE LEN6TH OF THE
MEANS OF ESRE55 OR LOBBY.
ALL LAY IN PANELS SHALL 13E SECURED TO THE SUSPENSION SYSTEM NITH THO
HOLP-DOAN CLIPS MINIMUM FOR EACH TILE NITHIN A 4-FOOT RADIUS OF THE EXIT
L16HTS AND EXIT SI6NS.
CONTRACTOR SHALL REI TO ALL PERTINENT SECTIONS OF THE 6ENEM NOTES,
SPECIFICATIONS AND 6ENERAL CONDITIONS AND 504MUl E OF FIN15HE-5 FOR
COMPLETE AND PROPER INSTALLATION OF AM.
CEILIN6 6RIP SHALL BE INSTALLED AITHIN A LEVEL HORIZONTAL TOLERANCE OF
1/8" 12'-0" SUPPORT AND BRIIIII AS INDICATED ON DETAIL #15/17-2.0.
SENERAL CONTRACTOR SHALL INSURE CLEARANCE FOR LI6HT FIXTUIRE5, DUCTS FIRE
SPRINKLERS, ETC. SHOULD ANY OBSTRUCTIONS 0CCUR THAT PREVENT INSTALLATION
OA ANY REQUIRED COMPONENT, NOTIFY ARCHITECT PRIOR TO INSTALLATION OF
SRID. INSTALLATION AITHOUT APPROVAL SHALL BE REMOVED AND REINSTALLED PER
DIRECTION OF ARCHITECT AT 6ENERAL, CONTRACTORS 50LE EXPENSE.
• IF IR50UIREP BY PLAN 04MKE-R OFFICIAL OR CODE, SMOKE DETECTORS SHALL BE
INSTALLED IN TENANT SPACE BY LICENSED ALARM SYSTEMS CONTRACTOR, KORK
SHALL BE CONNECTED TO EXI5TIN6 BUILDIN6 SYSTEM.
• El ECTRICAL EN61NEER HILL BE RESPONSIBLE FOR EMMR6ENCY LI6HTIN6 CAL05 AND
SPECS.
• ALL SPRINKLERS ARE BUILDIN6 STANDARD SEMI- RME55M POLISHED 04ROME
THROU6HOUT U.N. 0.
NOTE- ALL SUBSTITUTION5 SHALL BE APPROVED BY ARC44ITECT DURIN6 BIDDIN67 OR
AILL NOT BE ACCEPTED.
• ALL 5AITCHINS AND LI6HTIN6 LAYOUTS SHALL COMPLY P417H TITLE 24.
• LI6HTIN6 SHALL ACCOMMODATE THE NEM OCCUPANCY. PESI6N FOR 60 FOOT CANDLES
(2 KAT75/50UARE FOOT MAXIMUM) AT 50" ABOVE FINISH FLOOR FOR ALL AREAS
EXCLUDIN& HALLS AND TOILETS.
• PROVIDE AN EMER6ENCY EXIT AND EXIT LI6HTIN6 SYSTEM AS REQUIRED BY
6OVERNIN6 JUR15DICTION5.
• THE HEATIN6, VENTILATIN6, AND AIR CONDITIONIN6 SYSTEMS SHALL ACCOMMODATE
THE NFA OCCUPANCY. ALL ROOMS AND AREAS SHALL HAVE SUPPLY AND RETURN AIR.
TI-IERM05TAT5 SHALL HAVE AUTOMATIC, CHAN62EC)VER FEATURE, (NO MANUAL 5AITCHIN6
FROM HEATIN6 TO COOLIN6 CYCLES), AITH METAL, NON VISUAL TAMPER PROOF
CCIVER5.
0 * SUMMER: OUTSIDE AIR C18 DESIREES D.B., "TI DE6REE5 N.B. - INSIDE SPACE
CONDITIONS -16 17156REE5 D.B., 50% RELATIVE HUMIDITY.
0 KINTER: OUTSIDE AIR 35 DESREE5 D.B.: INSIDE SPACE CONDITIONS 55 DE6REE5
B.
* IRELOCATION AND/ OR ADJUST THE HVAC, D15TRIBUTION AND RETURN SYSTEMS AS
REQUIRED FOR THE REMODEL AREAS. BALANCE HVAC AIR BALANCE REPORT TO
COUNTY OF VERIFICATION AND RECORI2.
• HVAC ZONES AND T-STAT LOCATIONS TO BE APPROVED BY TENANT PRIOR TO
INSTALLATION.
• REHORK HVAC, SPRINKLERS, FIRE LIFE SAFETY AND SHITCHIN6 AS REQUIRED.
*IEN MORE THAN ONE SKITCH 15 REQUIRED AT THE SAME LOCATION, THEY SHALL BE
• 6AN6ED AND FINISHED AITH A ONE PIECE WVERPLATE.
%JWWI L_ Wil WW%.#§ so%
SAA
SHLEMMERALGAZEASSOCIATES
i n t e r i o r s a n d a r c hi t e c t u r e
LOS ANGELES - NEWPORT BEACH
6041 Bristol Pkwy
Culver City, California 90230
T P10] 553-3252
F P10] 553-9449
3300 Irvine Avenue Suite 130
Newport Beach, California 92660
T [949] 724-8958
F [9491724-1981
W
Uj
F- Cl)
Co
>- Z Z
C/) < <
CO
Cl)
0 z
Cr. cri <
r- CO
0
04
CY)
�1 I A C 0 11 N C I I F
7
T
15
6 "z
I L"! i A R f J, f,3'
; r - i P0, Ad E f I
�:;q T 1 r 11 ',' -:; I
7 F
II Aki f�11_117—f�IZ
No. I Date Description
OWNERSHIP AND USE OF DOCUMENTS
AM Drawings, Specifications and copi!ts thereof furnished by SM
Interiors are and shall remain it s property. They are tc
to be used only with respect to this project. Federal low prohiRs the
re ad clion, display, sale, or other disposition of this document withotr
th pr
, eI written consent of ShlemmerOlgazeOssociates Interion; & Architecture
DATE: 8/3/05
DRAWN: LC
PROJECT NO: 10.05.0354
SCALE: 1AS NOTED
REFLECTED CEILING PLAN
FRONT OFFICES
SHEET NO:
REFLECTED
A41-FILNI-0i "MAL
NEW 2x4 BUILDIN6 STANDARD PARABOLIC, LAY IN 6RID FLUORESCENT LI6HT
FIXTURE, 3-TUBE, 211 VOLT FLUORESCENT FIXTURE WITH T-8 LAMP AND
ENERGY SAVIN6 BALLAST, LAY IN TRIM, HEAT -REMOVAL TROFFER.
SEE DETAIL #8/D-2.0.
INDICATES ONE SIDED OR TWO 51DED 5I6N NEWIRELOGATED BUILDING
STANDARD ILLUMINATED EXIT 5I6N.
�— -- INDICATES DIRECTIONAL GRAPHIC,
NEW BUILDIN6 STANDARD 2x4 CEILIN6 GRID AND TILES, MATCH EXI5TIN6
IN SUITE. SEE CEILIN6 6ENERAL NOTES.
NAMAZONESIM
• CEILIN6 SUSPENSION SYSTEM SHALL BE CONNECTED AND BRACED DIRECTLY TO THE
STRUCTURE AT THE MEANS OF E6RES5 5ERVIN6 AN OCCUPANT LOAD OF 50 OR MORE
AND AT LOBBIES ACGE55ORY TO 6ROUP A OCCUPANCIES. 5PACIN6 OF VERTICAL
HAWSERS SHALL NOT EXCEED 2 FEET ON CENTER ALON6 THE ENTIRE LEN67H OF THE
MEANS OF EISRES5 OR LOBBY.
• ALL LAY IN PANELS SHALL BE 5MURED TO THE SUSPENSION SYSTEM WITH TWO
HOLD-DOWN CLIPS MINIMUM FOR EACH TILE WITHIN A 4-FOOT RADIUS OF THE EXIT
LI6HT5 AND EXIT 5I6NS.
• CONTRACTOR SHALL REFER TO ALL PERTINENT SECTIONS OF THE GENERAL NOTES,
SPECIFICATIONS AND 6ENERAL CONDITIONS AND SCHEDULE OF FINISHES FOR
COMPLETE AND PROPER INSTALLATION OF WORK.
• CEILIN6 GRID SHALL BE INSTALLED WITHIN A LEVEL HORIZONTAL TOLERANCE OF
1/8" 12'-O" SUPPORT AND BRACE AS INDICATED ON DETAIL #13/D-2.0.
• 6ENERAL CONTRACTOR SHALL INSURE CLEARANCE FOR LI6HT FIXTURES, DUCTS FIRE
SPRINKLERS, ETC. SHOULD ANY OBSTRUCTIONS OCCUR THAT PREVENT INSTALLATION
CIA ANY REQUIRED COMPONENT, NOTIFY ARCHITECT PRIOR TO INSTALLATION OF
6RID. INSTALLATION WITHOUT APPROVAL SHALL BE REMOVED AND REINSTALLED PER
DIRECTION OF ARCHITECT AT 6ENERAL CONTRACTORS 50LE EXPENSE.
• IF REQUIRED BY PLAN CHECKER OFFICIAL OR CODE, SMOKE DETECTORS SHALL BE
INSTALLED IN TENANT SPACE BY LICENSED ALARM SYSTEMS CONTRACTOR, WORK
SHALL BE CONNECTED TO EXISTING BUILDIN6 SYSTEM.
• ELECTRICAL EN6INEER WILL BE RESPONSIBLE FOR EMERGENCY LI6HTIN6 CALLS AND
5PEC5.
• ALL SPRINKLERS ARE BUILDIN6 STANDARD SEMI- RECE55ED POLISHED CHROME
THROU6HOUT U.N.O.
• NOTE: ALL 5UBSTITUTION5 SHALL BE APPROVED BY ARCHITECT DURIN6 SIDDIN6 OR
WILL NOT BE ACCEPTED.
• ALL SWITCHIN6 AND L16HTIN6 LAYOUTS SHALL COMPLY WITH TITLE 24.
• L16HTIN6 SHALL ACCOMMODATE THE NEW 066UPANCY. DE5I6N FOR 60 FOOT CANDLES
(2 WATTS/5QUARE FOOT MAXIMUM) AT 50" ABOVE FINISH FLOOR FOR ALL AREAS
MLUDIN6 HALLS AND TOILETS.
• PROVIDE AN EMER6ENCY EXIT AND EXIT LI6HTIN6 SYSTEM AS REQUIRED BY
6OVERNIN6 JURISDICTIONS.
• THE HEATING, VENTILATIN6, AND AIR CONDITIONIN6 SYSTEMS SHALL ACCOMMODATE
THE NEN OCCUPANCY. ALL ROOMS AND AREAS SHALL HAVE SUPPLY AND RETURN AIR.
THERMOSTATS SHALL HAVE AUTOMATIC CHAN6EOVER FEATURE, (NO MANUAL SWITCHIN6
FROM HEATIN6 TO COOLIN6 CYCLE5), WITH METAL, NON VISUAL TAMPER PROOF
COVER5.
• * SUMMER: OUTSIDE AIR a8 DE6REES D.B., 11 DE6REE5 W.B.: IN5IDE SPACE
CONDITION5 18 DE6REE5 D.B., 50% RELATIVE HUMIDITY.
• ' WINTER: OUT51DE AIR 33 DE6REE5 D.B.: INSIDE SPACE 60NDITION5 88 DESREE5
D.B.
• ' RELOCATION AND/ OR ADJU5T THE HVAC DISTRIBUTION AND RETURN SYSTEMS AS
REQUIRED FOR THE REMODEL AREAS. BALANCE HVA6 AIR BALANCE REPORT TO
COUNTY OF VERIFICATION AND RECORD.
• HVA6 ZONES AND T-5TAT LOCATIONS TO BE APPROVED BY TENANT PRIOR TO
I N5TALLAT I ON.
• REWORK HVA6, SPRINKLERS, FIRE LIFE SAFETY AND SWITCHING AS REQUIRED.
WHEN MORE THAN ONE SWITCH I5 REQUIRED AT THE SAME LOCATION, THEY SHALL BE
• 6AN6ED AND FIN15HED WITH A ONE PIECE COVERPLATE.
LI6HT AND VENTILATION PER 6130 SECCTION 1202. MINIMUM OF 15 CFM OF OUT5IDE
AIR PER OCCUPANT IS REQUIRED FOR VENTILATION, TYPICAL.
#
S AA
SHLEMMER+ALGAZE+ASSOCIATES
interiors and architecture
LOS ANGELES - NEWPORT BEACH
6041 Bristol Pkwy
Culver City, California 90230
T [310] 553-3252
F [310] 553-9449
3300 Irvine Avenue Suite 130
Newport Beach, California 92660
T [949] 724-8958
F [949] 724-1981
CORRECTIONS
No. I Date I Description
OWNERSHIP AND USE OF DOCUMENTS
All Drawings, Specifications and copies thereof furnished by SA<
Interiors are and shall remain its property. They are tc
to be used only with respect to this project. Federal law prohibits the
reproduction, display, sale, or other disposition of this document withou'
the express written consent of ShlemmerOlgaze+Associates Interiors & Arcli+tecture
DATE: 8/3/05
DRAWN: LC
PROJECT NO: 10.05.0354
SCALE: 1 AS NOTED
REFLECTED CEIINO PLAN -
CENTER OFFICES
SHEET NO:
i
r
N
Z E15—:0 �xl 1''k,
mok"!
1/874-0"
• OUTLET COLOR TO MATCH BUILDIN6 STANDARD, UNLESS OTHERAISE NOTED.
• TOTAL ENERGY CONSUMPTION FOR POWER IS 6.0 WAT75 PER SQUARE FOOT OR A5
REQUIRED BY C.A.G. TITLE 24.
• ELECTRICAL CONTRACTOR TO FIELD VERIFY THAT ALL CIRCUITS AT THE MAIN PANEL
ARE ADEQUATE FOR NEK REQUIREMENTS, INSTALL NEA CONDUIT, OR PANELS IF
REQUIRED.
• CONTRACTOR MUST COORDINATE ALL ELECTRICAL OUTLETS FOR FURNITURE K/
FURNITURE CONTRACTOR BEFORE PLACEMENT IN FIELD.
• CONTRACTOR SHALL PROVIDE ELECTRICAL AND MECHANICAL DRAWIN65 STAMPED AND
SI6NED BY LICENSED ENGINEERS. PROVIDE COMPLETE N10RKIN6 DRAWIN65,
CALCULATIONS AND DESCRIPTIVE DATA AS REQUIRED TO OBTAIN PERMITS FOR
TENANT ELECTRICAL AORK.
• LANDLORD MUST REVIEW PLANS PRIOR TO START OF INSTALLATION. THREE (5)
SETS OF DRAWIN65 MUST BE PROVIDED FOR REVIEW.
• LABEL ALL JUNCTION BOXES KITH CIRCUITS. LABEL PANELS AITH PREPRINTED
TYPEWRITTEN PANEL. SCHEDULE.
• ALL CONDUIT RUNS IN EMT OR FLEX, NO BX OR PREKiRED CABLE.
• PREPRINTED IDENTIFICATION REQUIRED FOR ALL NEK EQUIPMENT.
• CONTRACTOR TO PROVIDE CONDUIT BETWEEN TENANT'S TELEPHONE EQUIPMENT AND
BUILDIN6 SHONE CLOSET. 51ZE AS REQUIRED BY TENANT VENDOR.
• ALLELECTRICAL OUTLETS TO BE 120 V. 5IN6LE PHASE AND MINIMUM 15 AMPS
5-HIRE 6ROUNDED AITHIN 1/2" CONDUIT. (UNLESS OTHERW15E NOTED)
• PROVIDE 51JPPORT FOR ALL CONDUITS ABOVE THE GEILIN6 AS REQUIRED PER CODE.
NEK 5IN6LE 6AN6 TELEPHONE BOX/DATA. PROVIDE 5/4" CONDUIT AND STUB -UP
V AT +6" ABOVE THE GEILIN6 MOUNT BOX AT THE SAME HE16HT AS THE
ELECTRICAL OUTLET BOX(V/D CABLE;a).
NEW DEDICATED QUADRAPLEX ELECTRICAL WALL OUTLET, PROVIDE 120V, 5IN6LE
PHASE, 16 AMP THREE WIRE (6ROUNDED), WITH 1/2" CONDUIT.
NEW QUADRAPLEX ELECTRICAL WALL OUTLET, PROVIDE 12OV, SINGLE PHASE, 16
AMP THREE WIRE (6ROUNDED), WITH 1/2" CONDUIT.
NEK DEDICATED DUPLEX ELECTRICAL OUTLET. OUTLET IS WALL MOUNTED 15"
AFF UNLESS NOTED OTHERAI5E, PROVIDE 120V, 5IN6LE PHASE, 15 AMP., THREE
WIRE (6ROUNDED), WITH 1/2" CONDUIT.
NEW DUPLEX ELECTRICAL OUTLET. OUTLET 15 WALL MOUNTED 15" AFF UNLESS
NOTED OTHERKI5E, PROVIDE 120 V, SIN6LE PHASE, 15 AMP, THREE WIRE
(6ROUNDED) WITH 1/2" CONDUIT.
NEW POWER WALL IN FEED JUNCTION BOX FOR AORKSTATION5 FOR POWER AND
TELEPHONE, 6-WIRES, 4 CIRCUITS. 5IN6LE 6AN6 TELEPHONE BOX, PROVIDE
1-1/2" CONDUIT AND STUB -UP AT +6" ABOVE THE GEILIN6 WITH A SUPER FLEX
CONDUIT, UNLE55 OTHERWISE NOTED ON PRINT. VERIFY LOCATIONS WITH
FURNITURE CONTRACTOR.
'—' 9 NEW FULL HE16HT FIRE RETARDANT TREATED 5/4" PLYAOOD TELEPHONE/ DATA
BACKBOARD W/ 2" CONDUIT TO BUILDIN6 BASE TELEPHONE ROOM. PAINT TO
MATCH WALL, REFER TO FINISH PLAN FOR PAINT 5PECS.
PROVIDE SEPARATE CIRCUIT FOR TENANT'5 COPIER (N.I.G.). VERIFY
ELECTRICAL REQUIREMENTS AND PLU6 IN.
2 PROVIDE SEPARATE CIRCUIT FOR TENANT'S REFRI6ERATOR. VERIFY ELECTRICAL
REQUIREMENTS.
PROVIDE ELECTRICAL FoNm FOR ELECTRIC iNSTA-HOT WATER HEATER. CHROMITE
OR APPROVE EQUAL.
PROVIDE ELECTRICAL POWER FOR UNDER COUNTER 6ARBA6E DISPOSAL WITH
ON/OFF SWITCH AT +44". VERIFY ELECTRICAL REQUIREMENTS. 6.E. OR APPROVE
EQUAL.
SAA
SNLEMMEWALGAZE+ASSOCIATES
interiors and architecture
LOS ANGELES - NEWPORT BEACH
6041 Bristol Pkwy
Culver City, California 90230
T [310] 553-3252
F [310] 553-9449
3300 Irvine Avenue Suite 130
Newport Beach, California 92660
T [949] 724-8958
F [949] 724-1981
PROJECT
TM.sr:
FG'
C'34
T
t
s
EMU' C 15
`° E e � "'t-1
u
ISSUE DATES i
I
I
3 CHECK CORRECTIONS
PLAN
ANI
. -
Description
OWNERSHIP AND USE OF DOCUMENTS
All Drawings, Specifications and copies thereof furnished by SO
Interiors are and shall remain it's property. They are tc
to be used only with respect to this project. Federal low prohibits the
reproduction, display, sale, or other disposition of this document withov
the express written consent of Shlemmer+Algaze+Associates Mteriont do Architecture
DATE: 8/3/05
DRAWN: LC
PROJECT NO: 10.05.0354
ELECTRICAL / TELE. PLAN
FRONT OFFICES
SHEET NO
1251 / N 11 \ 1122
F~QED
01 ' �iii''i�''�������������l��������l����ll�������ll��l�l��l�l���ill��ill�lll��
IN NO
SCALE:1/8"=1'-Q"
120
ALL OUTLETS ARE NEW U. o N.
O 5IN6LE 6AN6 TELEPHONE BOX/DATA. PROVIDE 5/4" CONDUIT AND STUB -UP AT
+6" ABOVE THE CEILIN6 MOUNT BOX AT THE SAME HEI6HT AS THE ELECTRICAL
OUTLET BOX(VID CABLES).
QUADRAPLEX ELECTRICAL WALL OUTLET, PROVIDE 120V, 5IN6LE PHASE, 16 AMP
THREE WIRE (GROUNDED), WITH 1/2" CONDUIT.
DUPLEX ELECTRICAL OUTLET. OUTLET I5 WALL MOUNTED 15" AFF UNLE55 NOTED
OTHERWISE, PROVIDE 120 V, 5IN6LE PHASE, 15 AMP, THREE WIRE (6ROUNDED)
WITH 1/2" CONDUIT.
DEDICATED DUPLEX ELECTRICAL OUTLET. OUTLET IS WALL MOUNTED 15" AFF
UNLESS NOTED OTHERWISE, PROVIDE 12OV, 5IN6LE PHASE, 15 AMP., THREE
WIRE (6ROUNDED), WITH 1/2" CONDUIT,
EQUIPMENT SCHEDULE
Q PROVIDE SEPARATE CIRCUIT FOR TENANT'S REFRi6ERATOR. VERIFY ELECTRICAL
REQUIREMENTS.
PROVIDE ELECTRICAL POWER FOR ELECTRIC IN5TA-HOT WATER HEATER. CHROMITE
OR APPROVE EQUAL.
PROVIDE ELECTRICAL POWER FOR UNDER COUNTER 6ARBA6E DISPOSAL WITH
ON/OFF SWITCH AT +44". VERIFY ELECTRICAL REQUIREMENTS. 6.E. OR APPROVE
EQUAL,
t� PROVIDE SEPARATE CIRCUIT FOR TENANT'S VENDING MACHINES. VERIFY
l�JELECTRICAL REQU I REMENT5.
• OUTLET COLOR TO MATCH BUILDING STANDARD, UNLE55 OTHERWISE NOTED.
• TOTAL ENERGY CONSUMPTION FOR POWER IS 6.0 WATT5 PER SQUAB FOOT OR AS
REQUIRED BY G.A.C. TITLE 24,
• ELECTRICAL CONTRACTOR TO FIELD VERIFY THAT ALL CIRCUITS AT THE MAIN PANEL
ARE ADEQUATE FOR NEW REQUIREMENTS, INSTALL NEW CONDUIT, OR PANELS IF
REQUIRED.
• CONTRACTOR MUST COORDINATE ALL ELECTRICAL OUTLETS FOR FURNITURE W/
FURNITURE CONTRACTOR BEFORE PLACEMENT IN FIELD.
• CONTRACTOR SHALL PROVIDE ELECTRICAL AND MECHANICAL DRAWIN65 STAMPED AND
5I6NED BY LICENSED EN6iNEERS. PROVIDE COMPLETE WORKING DRAWIN65,
CALCULATIONS AND DESCRIPTIVE DATA AS REQUIRED TO OBTAIN PERMITS FOR
TENANT ELECTRICAL IAM.
• LANDLORD MUST REVIEW PLANS PRIOR TO START OF INSTALLATION, THREE (5)
SETS OF DRAKIN65 MUST BE PROVIDED FOR REVIEW.
• LABEL ALL JUNCTION BOXES WITH CIRCUITS. LABEL PANELS WITH PREPRINTED
TYPEWRITTEN PANEL SCHEDULE.
• ALL CONDUIT RUNS IN EMT OR FLEX, NO BX OR PREWIRED CABLE.
• PREPRINTED IDENTIFICATION REQUIRED FOR ALL NEW EQUIPMENT.
• CONTRACTOR TO PROVIDE CONDUIT BETWEEN TENANT'S TELEPHONE EQUIPMENT AND
BUILDIN6 TELEPHONE CL05ET, SIZE A5 REQUIRED BY TENANT VENDOR.
• ALL ELECTRICAL OUTLETS TO BE 120 V. 5IN6LE PHASE AND MINIMUM 15 AMP5
3-WIRE GROUNDED WITHIN 1/2" CONDUIT. (UNLESS OTHERWISE NOTED)
• PROVIDE SUPPORT FOR ALL CONDUITS ABOVE THE CEILING AS REQUIRED PER CODE.
►4- _W" ' I
Of%noc nc \Atnnu
SAA
SHLEMMER+ALGAZE+ASSOCIATES
interiors and architecture
LOS ANGELES - NEWPORT BEACH
6041 Bristol Pkwy
Culver City, California 90230
T [310] 553-3252
F [3101 553-9449
3300 Irvine Avenue Suite 130
Newport Beach:, California 92660
T [9491 724-8958
F [9491 724-1981
1
1
0
1
JA Coo
Mrit F
i wA . 4
i § Eve' $4 :{ F''�'•„�
.UP � � 9
F �1
R HA
ISSUE DATES
1 8-19-05 PLAN CHECK CORRECTIONS
No. I Date j Description
OWNERSHIP AND USE OF DOCUMENTS
AR Drawings, Speci ootions and copies thereof furnished by SAF
Interiors are and shall remain its property. They are tc
to be used only with respect to this project. Federal law prohibits the
reproduction, display, sale, or other disposition of this document withotr
the express written consent of Shlemmer+At aze+Associates Interiors A Architecture
DATE: 8/3/05
DRAWN: LC
PROJECT NO: 10.05.0354
SCALE: I AS NOTED
ELECTRICAL / TELE. PLAN -
CENTER OFFICES
SHEET NO:
um
1/8"=1'_0„
ITEM
:PAINT
1
LOCATION
ME TO PLANS
MANUFACTURER
:TBS
COLOR
:TB5
FINISH
:TB5
INSTALLATION
:2 COATS MINIMUM
ITEM
;CARPET
LOCATION
:REFER TO PLANS
MANUFACTURER
:TB5
STYLE
:TB5
COLOR
:T85
INSTALLATION
:T55
BASE
:T55
®
ITEM
:VINYL COMPOSITION TILE
LOCATION
:REFER TO PLANS
MANUFACTURER
;T135
STYLE
:TB5
COLOR
:T55
51ZE
:12x12
BASE
:TBS
INSTALLATION
:PER MANUFACTURER SPECS
ITEM
:PLASTIC LAMINATE
®
LOCATION
:MILLWORK - COFFEE ROOM GABS.
MANUFACTURER
:155
COLOR
:TB5
[�
ITEM
:PLA5TIC LAMINATE
I -2 1
LOCATI ON
: MILLYM -RESTROOMS
MANUFACTURER
:TB5
COLOR
:TB5
CT
ITEM
:CERAMIC TILE
l
LOCATION
:RESTROOM WAIN500AT, FLOOR TO +48"A.F.F.
MANUFACTURER
;T55
COLOR
:TBS
SIZE
:T55
BASE
:T55
INSTALLATION
:PER MANUFACTURER 5PMS
ITEM
:CERAMIC TILE
e
LOCATION
:RESTROOM YVAiNSCOAT - ACCENT STRIP
MANUFACTURER
:TB5
COLOR
:T55
5IZE
:TBS
SASE
;T55
INSTALLATION
:PER MANUFACTURER SPECS
®
ITEM
:CERAMIC TILE
LOCATION
:RE5TROOM FLOOR
MANUFACTURER
:TB5
COLOR
:T5S
SIZE
:TB5
BASE
:TSS
INSTALLATION
:PER MANUFACTURER SPECS
* SEE RE5TROOMS ELEVATION/5ECTION5 ON SHEET A-6.0
FINISH KEYNOTES
1 PROVIDE NEW BUILDIN6 STANDARD THRESHOLD.
PROVIDE NEW BUILDIN6 STANDARD TRANSITION STRIP, REFER TO DETAIL
#$/D2.0.
11 NEW CONCRETE FLOOR TO MATCH EXISTIN6 FACTORY FLOOR FINISH.
PROVIDE TRANSITION 5TIP FOR CERAMIC TILE, SEE PET. 4/D-2.0
• 6ENERAL CONTRACTOR TO PREPARE ALL WALL5 (NEW AND EXI5TIN6) TAPED, SANDED
AND 5MO07H TO RECEIVE PAINT.
• ALL SURFACES TO BE PAINTED TO RECEIVE ONE COAT OF PRIMER AND TWO FINISH
COATS OF PAINT PER SPECIFICATION.
• 6ENERAL CONTRACTOR TO SUBMIT SAMPLES OF ALL WALLCOVERIN6 OR PAINT TO
OWNER FOR APPROVAL PRIOR TO ORDERIN6.
• REPAIR/REPLACE WINDOW WVERIN65 WHERE NECESSARY.
• CONTRATOR TO PREP FLOORS AS REQUIRED FOR NEW FLOOR COVERIN6, FLOAT FLOORS
TO LEVEL SURFACE AS REQUIRED.
SAA
SHLEMMER+ALGAZE+ASSOCIATES
interiors and architecture
LOS ANGELES - NEWPORT BEACH
6041 Bristol Pkwy
Culver City, California 90230
T [310] 553-3252
F [310] 553-9449
3300 Irvine Avenue Suite 130
Newport Beach, California 92660
T [949] 724-8958
F [949] 724-1981
01 AAI r`uctI! f1n DDcf1TlnwiC
No. I Date Description
OWNERSHIP AND USE OF DOCUMENTS
All Drawings, Specifications and copies thereof furnished by SA<
Interiors are and shall remain its property. They are tc
to be used only with respect to this project. Federal low prohibits the
coproduction, display, sale, or other disposition of this document withou•
the express written consent of Shlemmer+Algaze+Aociates Ir�ariars do Architecture
DATE: 8/3/05
DRAWN: LC
PROJECT NO: 10.05.0354
SCALE: I AS NOTED
FINISH PLAN
FRONT OFFICES
SHEET NO:
FINISH SYMBOLS
eITEM ;PAINT
1 LOCATION :REFER TO PLANS
MANUFACTURER :T55
COLOR :T55
FINISH :755
INSTALLATION :2 GOATS MINIMUM
PHITEM :CARPET
LOCATION :MEET IN6 ROOM
MANUFACTURER :TE5
5TYLE :TB5
COLOR :TBS
INSTALLATION :T85
BASE :TBS
eITEM :VINYL COMPOSITION TILE
1 LOCATION :BREAK ROOM
MANUFACTURER :T55
STYLE :T55
COLOR :TB5
SIZE :12x12
BASE :TB5
INSTALLATION :PER MANUFACTURER SPECS
ITEM :PLASTIC LAMINATE
1 LOCATION ;MILLWORK- BREAK ROOM
MANUFACTURER :TB5
COLOR :TBS
ITEM :PLASTIC LAMINATE
F-2-1 LOCATION :MILLWORK-RE5TROOM5
MANUFACTURER ;TBS
COLOR :T55
[ T� I TEM : GERAMI G TILE
LOCATION :RE5TRO0M WAINSCOAT, FLOOR TO +48°A.F.F.
MANUFACTURER :TB5
COLOR :TB5
SIZE :TB5
BASE :TB5
INSTALLATION ;PER MANUFACTURER 5PE05
FC-7-9 ITEM :CERAMIC, TILE
2 ( LOCATION :RESTROOM KAIN560AT - ACCENT STRIP
123 122 121 120 MANUFACTURER :TB5
COLOR :TBS
2 "—
P SIZE : T55
BASE :T55
O(DINSTALLATION :PER MANUFACTURER SPECS
FL�l7dR ' L
fT��F1 R�.1 GT ITEM :CERAMIC TILE
� MLilLOCATION :RESTROOM FLOOR
WALLSI\\,'LL,
1 MANUFACTURER :T55
T G
COLOR :i85
SIZE ;TBS
BASE ;TB5
P 1 1 INSTALLATION :PER MANUFACTURER SPECS
16 C7 �
• SEE RESTROOMS ELEVATION/5ECTION ON SHEET A-6.0
FINISH KEYNOTES
O PROVIDE NEN BUILDIN6 STANDARD TRANSITION STRIP, REFER TO DETAIL
WD2.0.
PROVIDE CERAMIC TILE TRANSITION, SEE DETAIL 4/D-2.0, SIM.
• 6ENERAL CONTRACTOR TO PREPARE ALL WALLS (NEW AND EXI5TIN6) TAPED, SANDED
AND 5MOO714 TO RECEIVE PAINT.
• ALL SURFACES TO BE PAINTED TO RECEIVE ONE GOAT OF PRIMER AND TWO FINISH
COATS OF PAINT PER SPECIFICATION.
• 6ENERAL CONTRACTOR TO SUBMIT SAMPLES OF ALL WALLCOVERIN6 OR PAINT TO
OWNER FOR APPROVAL PRIOR TO ORDERIN6.
• REPAIR/REPLACE WINDOW COVERIN65 WHERE NECESSARY.
• CONTRATOR TO PREP FLOORS AS REQUIRED FOR NEW FLOOR GOVERIN6, FLOAT FLOORS
TO LEVEL SURFACE AS REQUIRED.
KEY PLAN
SAA
SHLEMMEWAL.GAZE+ASSOCIATES
interiors and architecture
LOS ANGELES - NEWPORT BEACH
6041 Bristol Pkwy
Culver City, California 90230
T [310] 553-3252
F [310] 553-9449
3300 Irvine Avenue Suite 130
Newport Beach, California 92660
T [949] 724-8958
F [949] 724-1981
No. I Date I Description
OWNERSHIP AND USE OF DOCUMENTS
All Drawings, Specifications and copies thereof furnished by SAF
Interiors are and shall remain �t s property. They are tc
to be used onI wi#h respect #o this project Federai law prohibits the
reproduction, dYuspfoy, sale, ar other disposi#ion of this document withou•
the express written wnsent of Shlemner+Ngoze+Associotes Interiors do hrchitechrce
DATE: 8/3/05
DRAWN: LC
PROJECT NO: 10.05.0354
SCALE: 1 AS NOTED
FINISH PLAN -
CENTER OFFICES
SHEET NO:
RESTROOM AREA KEYNOTESWOMEN
FAINT ABOVE KAINSCOT-
a w - ' �► : - . - . -:.. w 1 __ , t ! - •
I
I
■a■t►�:■�Ir.■s■■.■■I N■■■r► - �... ■
r
W ♦ • W Sri/ ♦ t ! ♦' kJ I ♦ ► ■u,r
�
w6,..,% '
a■■■■■ ■■I �r ■■■ ■
•i7 I
r ! iiI : '
•
ELEVATION /
N.T.S1 lei
ELEVATION
: f - •
WOMEN
♦ r is-- -, ♦' -! ♦ ♦ ! t W , '♦ -,
�
- - - — - - -
MEN
I
-
■■■■l■ml immmmmi■■■■■■i miss
BillJIRO
ONE
INN
i ■
■�■■■. �� ids ■�■ � No
��
f f
• ■ morn► » ■■■ ]■■�
■�■■■� �1 i■ ■■■�■1 ■■■
.\
■■■■��'�, ■■■
■■■■■■■r ��� m-■■iles
r ♦ it► : '
j �► ! f r t ► r
�i�+ r R ♦ f f f r r♦ ! f ' f
ELEVATION -C
N.T.S.
1
MEN ♦WOMEN RESTROOMPLAN
- • • r ♦ , R - -- r
•! !
'rf !PA
I NT AT KA I N560T
�✓
ii%
MEN
■■I■E■■■■■1Nomm■ml
IN
�
■1/■I T��n€V ��l
�
-
■ I 1 INN
so
NMI
■■ ■rl 11
it
J
■may■■m■■■■■NMI I■�
�I■/
■■■■■ ■■■■■�■�■�III ■I•
r1.tt1�.
�, ■
/r
ri ■■■ ■ ■■ ■■■■■I •
�1 ■■�h�■.�■■ ml ll.1...■I■■■■■■■mmmi
7■■■■ ■m■■■m■■■■1 II■/
I.
/■ ■
.. i ■tit■■■■■■! �► .y
M M s■■�IIt
■■■■■■■■i 1r
III mom��r
/■■■■ .,
I ♦ �r : •
I f �r : •
OO
WALL MOUNTED SIGNAGE TO : i .
LOCATED ON LATCH SIDEOF SIGNAGE
DOOR CLEAR OF DOOR —SWING.
MOUNTAT 60* TO CENTERLINE
■I
■
-.■.■mot
OF SIGN FROM ,.- , .
:.
ELEVATION
O
ELEVATION
O
LETTERING RAISED
HEIGHT OF
LETTERING E
5/8" MIN. TO
UPPERCASE CORRESPONDING
CHARACTERS GRADE It BRAILLE
DOOR MOUNTED SIGNAGE
PA I NT • :I ,
NOTE:! AND/OR LETTERING ARE NOT
REQUIRED ON DOOR —MOUNTED SIGNAGE. IDENTIFICATION SYMBOLS FOR SANITARY FACILITIES
MEN ' WOMEN ■► ■tOOM PLAN
Q■
SIGNAGE REQUIREMENTS
ROLL PAPER 5EAT COVERPI51iHOLDER
NMI NOOSE
on.
.:- --.-
&RAEAR
•
1 .:.- - 5�
■ NMI ■►
mmm■■■■■■
IIU�L
2;2 MIN
NMI moommo
'"•` FILM BLACK� �.�
fi r' ",
■ mom ■■■■■■■moss■■■■■■
i
'�
MOM
= c .--..�, -�
.:_ y AM i' ,
■■■ ■■m■r
■ sm■ ■s■r
N ■■�r
■
�Im■■s■ms
,■ mom■
am N■miml�o
o■s■
■ ■omoi
■■■
■
----
FA
0 111 ISO
mom
■mom■�■■■
I
- i
r t4wi►
-
i• :
COVED :'
M
SIGNAGE REQUIREMENTS
ELEVATION -G
N.T.S.
ELEVATION
NaT.
TYP. RESTROOM REQUIREMENTS
SAA
SHLEMMER+ALGAZE+ASSOCIATES
interiors and architecture
LOS ANGELES - NEWPORT BEACH
6041 Bristol Pkwy
Culver City, California 90230
T [3101 553-3252
F [3101 553-9449
3300 Irvine Avenue Suite 130
Newport Beach, California 92660
T [9491 724-8958
F [9491 724-1981
ISSUE DATES
PLAN CHECK CORRECTIONS
•
*•
Description
OWNERSHIP AND USE OF DOCUMENTS
All Drawings, Specifications and copies thereof furnished by SM
Interiors are and shall remain it s property. They are tc
to be used on
with respect to this project Federal low prohibits the
reproduction, display, sale, or other disposition of this document withou
the express written cerise nt of Shlemmer+Alaaze+Assodates interiors dC luahitacture
DATE:
8/3/05
DRAWN:
LC
PROJECT NO:
10.05.0354
SCALE:
AS NOTED
SHEET
TITLE
11:11*31.■■
NOTE: PRDVIDE HATER RESISTIVE GYP. MW NEIR ALL RE57W ITRAMIC TILE FINISH AT HALLS.
Dn ABOVE METAL 57W QWMWIN6 NaW 45 DESM
1-3/4' NOW MIN, 04 IIALL 0�05 *M WASS, SEE PLAN SHLEMN
51-0
1/2' 6AP, FILL KITH FIRE-IRAIM SEALANT AT A-2.0 FOR LO(ATIN i n t e r i
-2-1/2xZM. METAL 50 K1035 ALTWTIN6 461 51 _0��
BOTH SIDES W. 0 FIFE PWWION LA 0. 6. ATIAM TO COMM 6MOM ABOVE WNW- MINI BLINDS EXTEND 6r. ED, AT LOS ANGE
#251% (APPLIES TO F HALL ONLY) '90E SET' AND ' ANIW LARR #22W OR APPROVE BEHIND, COLOR
BUAL. 00 1.6.0.0 #30-f
BY TENANT
2-1/2' x W. METAL TRACKMM TO
I
CONTRACTOR TO
STUTM AM W 1/4' x 2' POI
f:'RO\/ I r,>r 4 1 N5TALL
C ACTIVATED RIVE PIN 2'-0' O.G. IN
L
AaMDANCE W 'HILTI' LAIR #M2
010 SU TAPPING SW METAL SM ATTAM TO
MATCH EX I ST I NrzP
METAL STUD-I.C.B.O. #4162/1.0 240.
t=RAMr=.
RD BATT IMI ATIONNUE RM.
T-W CEILING (SEE MUM ah.
1 /4" CLR
TEMP. GLAZING
2-1/2' x W. METAL ILOOR Va
NAIRM "IWON TO MATCH BUILDING STAMM.
5MM TO STRIOR ABOVE W 1/4' x 2'
y
FOHER 9TIVATEP DRIVE PIN @ 2' -0' 0.0,
r
IN A=MX Al 'HILTI'-1.6.0.0. #16M
C=*
A
6
VAL 50 S&VK GRID, TO HAVE MILIN6
6041 Bristol
Culver City,
1/2' SW VAL %0 TO (Ah. MAIN RJW
T P10] 553-
1/4" 01-F-AR 'TAMPM2
6LASS PASS -
THROU61-f YUNVOY4
aM,HILTI OR 611AL. 1.6.6.0 #4352AM
TSAR CEILING (SEE wourm ah.RM IF
F P10] 553-
3300 Irvine
I N 13LD6 I"IRZAMIEZ.
APPLICME 1600 #2244/LARR 221*M
Newport Be
T [949] 724-
2-1/2' x 256A. K. OM
F [949]724-
ALL PARTITIONS 1116T BE TAFEVY111M AM
NO TO WIVE A FAINT FINISH DELON
CEILING LINE,
AN *nW. 2-1/2' x 2%A. WIAL 50 0 24' 0.6, N 5/8'
, r-
LEVER HARDWARE , Tff T ff. ON W SIDE. 6M OR
------ ---- \.-I RF_F�ER TO DOOR LIBLE STUDS rg)AL. A5 PER II. 41b2/LARR 24`125.
0 Pi I NVOP4
ae NOE %M1 ffm TO FINISH PLAN. 50HEr,>ULE
-202 'OR
SK
50ILD CORE I.C.B.O. #4162 IV. Z TABLE IS Wt. I r
IfIERECAMOM 4" RUBBER
DOOR. 5EE
ADDITIONIL IWONTION
TOP SIFT BASE
fi Lim, ii I. DOOR 5CHF=I?ULF= 13
4 2-1/2' x 256A, M. RUNNER
EXISTING W. MR. SIA
6W, FILL KITH FIRE -RATED SEALANT EX15TIN5 Ca. ". SA
AT M SIDES W. A/P FIRE PROTECTION
LAW M35 (APPLIES TO T, 'FI ', T2',
BOTTOM TRACK K+M 0 24' O.G. WNW VIA.
AND 75' HALL KY) FEP HEAD FASTENERS, ITN 043ETAD HEAD OR
15WAL. 1.6.0.0 #163q ILARR #2266b.
[13 SILL PLATE CONNECTION N.T.S. 10 WALL TYPE "G211 N.T.S. 7 WINDOW ELEVATION 4 PASS -THROUGH WINDOW -ELEV. 1 WALL TYPE "A" N.T.S.
E:s I I
-1k.- SINK SPEC -BUILDIN6 STANDARD 6ARBA6E DISPOSAL:-5UILPIN6
% SB STANDARD NOTE: FRNIDE I- HATER 015TIVE 6YP. BOARV M ALL 0MOR aftlC TILE FINISH AT HALLS.
FAUCET SPEC:-BUILDIN6 STANDARD
HARDWARE: HIN6ES-SLUM CONCEALED
STANDARDIf VAL SW GROSS -BRACING AN5LED 45 DESM
#10 SELF TAPPING SHOT MTL. %0
ATTKhW TO KICKERNIL.
STUD KICKERS ABOVE FLOOR 46'
0. 6. TO MMIDE T- DECK ABOVE.
MAIN (M TEE
T-W CEILING (SEE MiZIED U.
2-1/2' ft. RHO
ALUM, DOOR FOE
MTR TO DOOR SCHEDSCHEDULEHE
BEAD DETAIL
MIR TO PARTITION PLAN FOR MALL TYPE.
ALUM. DOMI'm
TaIR TO DOOR %HRU
.TAB DETAIL #
TYPE 'A' MIS
4'
MIN.
HALL NM OM
EQ,
EQ. EQ.
EQ.
FRIDGE
N. I.C.
II
VI__
yT
-7Z
V
4' Bkk9VS-
n
n
7
32'MIN.
E01
EQ
EQ.__
�`
SELF OLDS I N6 3 WIRE CHROME PULLS
5/411 ---
5/4" F. LAM ADJUSTABLE
5/51,GYP
BARD
ON HALL MOM *0E =M, 5EE PLAN
T - A-2.0 FOR LOTIONS
DM 6V. IV. AT OUTSIDE HALLS
IVIAL STUD SWM GRID, TO HANGCEILIN6
SHELVES.
%A
5/4" P. LAM DOOR
a3F 1/2' SNOT META. 5M TO U. MAIN RNER
a*#E, HILTI OR EGUAL. 1.6.0.0 #45" 0250
1/4" 5ACKIN6 AND BLOCKIN6
AS REWIRED.
T-W CEILING (SEE RnMTED ah. PLAN) IF
CORNER BEAD
APPLICABLE 10 #2244/M 22114
2-1/2' x 256A. M. RM
-_D
5" CHROME WIRE FULLS
ALL PARTITIONS MUST BE TM, FILLED AND SAM
To WIVE A FAINT FINISH OEM &EILIN6 LINE.
TEMPEREP GLASS
SLIDING NINPONS SILL
RD GATT, SOM IWATION MWIDER OR Ea)AL.
2411
I N METAL FRAME
2-1/21 x 256A. WIAL 50 @ 241 O.C. H 5/8'
TYPE T 6M. IV. 04 EACH SIDE. CKO OR
4" BACK5PLA5H
15011AL. AS PER I.C.B.O. #4162
LARR 240,
CORNER 517"AD
I.C.B.O. Wb2 IV, U06 TABLE 1B Ib-I. I FOR
-WHITE MELAMINE I NTER 14R5
5/51, 6"rF. 5r->.
WITIOM 1100"TION
-P.LAM OVER 3/4" PART. 13P.
E30ARr,>
2-1/2' x 25M. MTL. RW
KORTON ADJ.
EXIST[N5 W. RR. SLAB
HOLES 4 CLIPS FOR SHELF
STUD WALL
CLIPS 0 51, O.C.
MODEST PANEL
BOTTOM TRACKW.+M @ 241 O.C. W5116' VIA.
IS HEADFMTDM, ITN WETAS OD OR
EWAL. 1.6.B.0 410q AARR #22W.
I
r.II\SECTION
o CABINETS r,,`,,\8ECTI0N o SINK
CAB
I
14
HEADER JAMB N.T.S.
11
MILLWORK/SINK FRONT OFFICES
8
MILLWORK/SINK FRONT OFFICES
5
SECTION PASS-THRU WINDOW
2
WALL TYPE "All' N.T.S.
ggg
-:5
k
5INK SPEC:-BUILDIN6 STANDARD 6ARBA6E DISPOSAL:-BUILDIN6
alA
FAUCET 5FEC:-BUILDIN6 STANDARD STANDARD
HARDWARE: HINGES -SLUM CONGEALED
Sim.
IN5TA HOT:-BUILDIN6 STANDARD SELF CL05IN6 5" HIRE CHROME FULLS
13
EQ. EQ. M. EQ.
/1\ 8_19-
5/4" REVEAL
4 DECK MM
A
-5/4" F.LAM ADJUSTABLE
SHELVES.
MMETH,.RAHIN5 TOP TW,HILTI OR rZAL SMR HITH I
A
71
5/4" P.LAM DOOR
A5 MWIfs FM MIS FIN 13/4' IMBENW, HILTI
OR 159k, I.C.B.0 #16M/ LARK #=2
1/4" BACKIN6 AND BLOCKIN6
k
AS REQUIRED.
/Z
EXTERIOR SVZO OVER BUILDINS PAPAER
No. I Date
ff MOYEN HIRE 45H
OWNERSHIP
5"CHROME HIRE FULLS
All Drawings, Spo
Interiors are a
to be used only wi
14
reproduction, dspIc
the express written o
24'
2-1/2' x 206A. METAL M 24' O.C. H
5/6' TYPE T6M. 3403-f,
DATE:
4' BWPLO P 19
DRAWN:
_4" BACK5FLA514 r
A
PROJECT NC
n
Z
SCALE:
WHITE MELAMINE INTERIORS
-P.LAM OVER 5/4" PART. 13D.
ALL I'ARTITION5 NhT BE TAPED'FILLED
co
KORTADJ, SHELF13
ON4
Sim. AND SANDEDTO RECEIVEA PAINT FINISH
MA CEILIN6 LINE.
CON`C
LIPS FOR SHELF
CLIPS @ 5" O.G.
-'r ---- EXISTING LONG. Rat. SLAB
9W METAL BASHING
MODEST PANEL
AT SILL
------
WM TRACK MOM 1; 241 O.G.
32' MIN, E0. EQ.
-'�SECTION CABINETS rn--�SECTICIN e SINK CAB
rA
•, 4 ITN
OR MAL. I.G.B.0 #Ieq
15
NOT USED
12
MILLWORK/SINK CENTER OFFICES
9,
MILLWORK/SINK CENTER OFFICES
6
'
WALL TYPE "Dl" N.T.S.
3
OMIT N.T.S.
1ERALGAMASSOCIATES
) r s and architecture
.ES - NEWPORT BEACH
Pkwy
California 90230
3252
)449
kvenue Suite 130
ich, California 92660
B958
1981
PROJECT
SSLJE DATES
_05TPL;N CHECK CORRECTIONS
AND USE OF DOCUMENTS
cifications and copies thereof furnished by W
id shall remain its property. They are tc
:h respect to this project Federal low prohibits the
y, sale, or other disposition of this document withotr
insent of ShIernmer+AIgaze+Aswcii*9 Interim & Architecture
8/3/05
LC
10.05.0354
AS NOTED
MEET TITLE
3TRUCTION DETAIL
SHEET 1
SHEET NO:
D�lmO
METAL PIPE HANDRAIL
EXTE"NS I ONS
PER GODS
TYP. E:A . SIDE
r I
12"
12" RAMP SLOPE
i:12 MAX.
HANDRAIL SHALL NOT BE LESS 'THAN 1 1/2" OR
MORE THAN 2 INCHES IN GROSS -SECTIONAL
DIMENSION! OR THE SHAPE SHALL PROVIDE AN
EQUIVALENT 6RIPPIN6 5URFACE THE HANDRAIL
3 1/2" MAX. UBG 6RIP PORTION OF HANDRAIL SHALL HAVE
Ae At SMOOTH 5URFA(.E WITH NO SHARP CORNER!
3 06 b) 33C?6(1)
END OF HANDRAIL
SHALL BE RETURNED
TO A WALL OR P05T
FACE OF WALL
HANDRAIL RETURN
PLAN VIEN
M FDO =A� W 111a.,
�r
1. ALL 24' X 0' CEILING L16W
FIXTURE t 24' X 24' WX AIR
FOIS1136i SHALL BE WTORM BY A MIN.
OF (2) IM HANGERS 0 OPPOSITE CORNERS.
OEILIN6 SYSTEISHALL NOT SUPPORT OTHIiR
ITEMS.
2. ALL. INTERIOR HALL I OEILIN5
FINISHES SMALL BE INSTiV l3 IN
ACCORDANCE MITH UBC SECTION 420E
9*1. BE FLAME SPREAD aAS5 II I MIN.
r1'P
COMPITSSION STRUT DETAIL
3/4'
701
AS PER LARK 22114
AS PER I.C.B.O. # 2244
126A, BRACING HIRE W MIN. 4 TIGHT TURNS IN 1-1/2'
00 M OF HIRE TYP. 40 APART # 121-0' O.O. EA.
HAY.
TYPICAL 6 6A, VERTICAL HANGER HIRE a 4'-0' EACH MAY
W MIN. 3 TI6K TUrddS IN 1-1/2' BOTH ENDS OF HIRE,
GOIMION STRUTS, STE3. SECTION MOTH L/R RATION OF
200 MAX. ATTACH TO MAIN RINDS MIN 1/4' WINE
BOLTS AND TO ST1ajCTURE KITH 3116' DIA. FM PRIM
PINS, COMMON STRUT SMALL NOT REPLACE R40
HIRE.
NAY BE 51133. 50, BLACK IRON, ENT OR HOOD STUD (IN
M)STIE.E C06T1RUCTION TYPES ONLY) OR OTHER
APPROe EMAL.
O.C.
2'(MA1(1 PROM BRACING HIRE TO OM RUMM.
MAIN RLNIER
(M RUNG
PRWIDE ( ION STRUTS PER LIZ STD. 41-16
1. Yt3tTICAL STRUT: A STET PASIM TO TIE MAIN
RJR SHALL CE MUM TO AND FASTW TO TIE
STRUCTiRN. NEMBERS SUP ORTIN5 THE ROOF OR FLOOR
WE TIE STRUT SHALL BE ADEQUATE TO RESIST THE
VERTICAL. C*RNENT 100 BY THE BRACING HIRE.
2. THESE HORIZONTAL RISTRAINT POINTS SHALL. BE PL
12 FEET ON CINTR IN BM DIRECTIONS HITH TIE PIT
POINT MITIIIN 6 PEET FROM EACH MALL..
Vl3iTICAL STRUT (TYP.) LM STD INSTALLATION PER 4'
(A) t CITY OF LOS M6115 LARK #232% CHICMO
1 METALLIC (TYP.)
2-1/2'x256A. METAL STW ATTACHED TO STRUCTURE ABOVE
MITH 3l i6' POHl3t PRIM PINS 'RAW' 'SHOTS Tr'OR
'AMINO' OR APPROO EQ.
T-BAR GRID MAIN RXIER
1/4' DIA. MACHINE BOLT
•ACOUSTICAL CEILING TILES
" t1LL-IN EXPMSION ANCHOR
TEL SW V HIDE x 2' LONG x 126A.
1/2'-4 T16W nft
6A. SPLAYEI CEISHIC BRACINI6 HIRE.
OT-IN ANCHOR 'HILT] OR MAL 13 6A. x 314' HIDE.
.ILING CLIP 'HILT]' OR EQUAL 13 6A. x 3/4' TURNS.
TI6K TURNS
"A 6A. Vi3tTICAL HIRE
NOTE: TEST I CUT OF 2 FOR TRICE THE
&LOItW LOAD.
ACOUSTICAL CEILING
PACE OF NAIL
is
PLAN
1Ii" 1Ii"
5EGTION
1/8' MAX.
6AP
1-1/2' 0. 0. PIPE
HANDRAIL
12 6AUSE 4' WIDE
BACKINS PLATE FASTEN
AT BOTH ENDS TO STUDS
FASTEN TO BACKING PLATE
HANDRAIL SUPPORT
METAL FLANGE
5/8. 6YP. BD.
1-1/2' DIA. PIPE
HANDRAIL
STEEL. HANDRAIL
SUPPORT
hETAL FLANGE
3/61 EXP. BOLT s EA.
12 6AU6E 4' WIDE
BACKING PLATE, FASTEN
AT BOTH ENDS TO STUDS
5/$" 6YP. W.
STUD WALL
WX 50 IN aM POSITION,
ERIOR YIEK. HHERE SIDM16K
BURS, READ A5 ME OF SIM16K
HT SHITCtW OR NOTION
%T015 (6ANG)
IWAT CONTROL, MHERE
� AL.ARNi PULL I
iTION VNERE OCCURS
u-
4�
a
NOTE:
MHERINER POYIii.E ALIGN RE68'TKCL5, TE.EMONE OR DATA WUIS ON A
VERTICAL CEl'TEfd.INE OF MALL SHITOB, THB:?105TAT OR OTHER SIMILAR
ITEMS HIGHER UP ON THE HALL. SUBPAR:.
(2R055
MAIN 5:Nw"v:w.
RUNNER 4'-0' O.C.
Fi!
VCT (REFER TO FINI5H PLAN)
GARPET (REL1:R TO FINI5H PLAN)
'1RJ , CTJ RW
TRANSITION RffiR TO FINI5H
PLAN FOR LOCATION
NO. 12 LATERAL. SUPPORT WIRE
WITHIN 3' OF EACH COO OF L16HT
FIXTURE. SPLAY WIRE} A5 9M AND
FASTEN TO BEAM OR RURLIN MIN. OF
3 WIRE TURNS EACH CONNECTION POINT.
NO, 12 6A FIXIURE SUPPORT WIRES
AT ALL CORNERS OF EACH FIXIURE.
FIXTURE SUPPORT WIRE SUPPLIED BY
CEILING CONTRACTOR.
5TAIIRS TO COMPLY WITH
ALL ADA REQUIREMENTS
INSTALL HAND RAIL5 A5 REQ.
1*rx 1NnAT I ON5 PER 0I V I L OR
rURAL REQ. VERIFY WITH
rECT.
CERAMIC TILE
1/5" BRU5HEP STEEL
ANGLE
CARPET
GLUE
GOMPRE55ION
5TRU7 50HEDULE
Size
Allowable Length W
1/2"
Diameter EMT
L < 4'-0"
5/4"
Diameter EMT
L < 6'-01"
1 1/4"
Diameter EMT
L < 51-0"
Double Metal Studs
with III (nImum 2 screws at each end
L <
12'-0" : Provide structural design calculations.
NOTE:
LATERAL FORCE NEMIM BE SPAS A MINIMUM OF 6' FROM ALL HORIZONTAL PIPING OR UTIM THAT
15 NOT PRWIDD MITH BRACING RE5TRAIN5 FOR HORIZONTAL FORCES. FXING WIRES SHALL BE ATTACHED TO
THE GRID AND TO THE STRJGK TURI! IN 50 A HAM THAT THEY CAN SUPPORT A DE516N LOAD OF NOT' L:55
THAN 200 PM OR THE ACTUAL LOAD, NtICHW 15 6REiATER, WITH A 5NE1Y FACTOR OF 2.
STRUT5 OTHBR THAN THE ft LISTED ABOVE MAY BE USE WITH AN EVALUATION REPORT BY I00 no
NATIONALLY ACMITED TESTIN6 LABORATORY.
N.T.S. 15 I COMPRESSION STRUT SCHEDULE
I. PITCH +if 1 % TO FRONT TYP.
2. APPLY 1/2" RADIUS NOSE CONT
TYP. ALL EXE5 AND JOINTS
5. ADJACENT PAVING PER
CONSTRUCTION PLAN.
4. CONC. STEPS WITH MEP BROOM
FINISHES PEW TO TRAFFIC.
2000 P.5.1. 28 DAYS.
5. #5 BAR CON AT NOSE
2" CLEAR. MIN.
6. #3 BARS # 18" O.G.
(BOTH WAYS)
1. COLD JOINT TYP.
TYPICAL PARTITION NOTI5 AND SPECS
1. ALL RJNNt3Z5 TO BE AMMO SHOT INTO FLOOR SLAB WITH HILTI POWER DRIVEN FASTENERS:
A. .111 DIA O 24" O.C.
B. 1. C. 8.0. - RR#2365
6. L.A. CITY - RR#2582
2. ALL PARTITIONS TO BE Me AND INI)DENDENT' OF CEILIN6 6RID SUSPMION SYSTEM, UNLE55 O'IM15E
NOTED.
3. ALL NON SLAB TO 51 A8 TO BE 0% BRACED WITH KICKER 5TUD5 FROM TOP OF PARTITION TO STRUCTURE
ABOVE. KICKER TO BE 2 1/2' MIN. X 25 6A. STUDS 6 45 DE6RM OFT HORIZONTAL., 41-0" O.C., ALTERNATE
DIRECTIONS.
4. ALL FIRE RATED PARTITIONS SHALL. EE FULLY 5EAL13? AT TOP AND BOTTOM SLABS WI CONTINUOUS
CAULKING.
5. ALL FIRE RATED PARTITIONS SHALL Mir CONSTRUCTION IREQUIREMBVTS PER U.B.G. TABLE 1-5, ITEM
ITEM{ # lb -I. I.
6. ALL I DIETRATION THROUGH FIRE RATED PARTITIONS SHALL BE FULLY SEALER AND FITTED W
APPROPRIATEY 5IZED FIRE DAMPM.
1. REFER TO MIERA. NOTE5 FOR ADDITIONAL PARTITIOP5 AND MTRUGTION NOT5,
L
8, 5f133. STUD RFSEAR(,H AND REPORT NUH13n:
A. STANDARD UiAN E STUDS (ST TYPE) %M'
a. L.A. RR #2023
tt
b. IGBO #34O3-P
B. 5HAFT HALL STUD (C-H TYPE) TDOM'TAR' 620 SERI
a. L.A.R.R #2%20
b. 1.6.D.0 #2541
A
6 TYPICAL PARTITION NOTES
HANDRAIL SHALL NOT BE LE95 THAN 1 1/2" OR MORE THAN
2 INCHES IN GRO55-SECTIONAL DIMENSION OR THE SHAPE
SHALL PROVIDE AN EGtUIVALENT 6RIPPIN6 5URFACE
THE HANDRAIL GRIP PORTION OF HANDRAIL SHALL HAVE A
SMOOTH 5URFAGE WITH NO SHARP CORNERS
GRIND ALL WELDS SMOOTH
SUBMIT SHOP DW6. PRIOR TO FABRICATION 1 1/2" ROUND CONT
FIELD MEASURE ALL DIMENSIONS CONT. TOP 4
PRIMER ALL RAILIN6 4 BOTTOM RAIL
PAINT PER ARCHITECT SPECIFICATION
VERIFY RAMP 5LOPE IN FIELD
1/2" HEXA60N SCRE14 -
RE C4ESEV INTO RAILING
NEK CONCRETE PAVERS-
wEE�
1 1/2" ROUND P05T
® 45" O.G.
0
N
ALL POST AND RAILS
SHALL SE FORMED FROM
EXTRUAEV 606E 'YS ALUMN.
OF i-1/2" SCHEDULE 40 PIPE
SIZE
1-1/2" VIA. RAIL
ALUMINUM RAIL
1/6" 6AP
a
d a..
12"x12" GONG. FOOTING a " GALY. REINFORCING
(WERE OCCURS) a EXTRUSION
6
m 4 '
PROVIVE "ICI" DEV6UARD 4120
ALL PURPOSE METAL 6ALVANIZEV
12" PRI ML=R (522q) ON REI WORGI NS,
EXTRUSION
SK-221
\ \ I I I I ( 2-1/2456A. METAL STUD, 5EE PARTITION PLAN.
(4) #10 LOW PROFILE HEAD 5M6 PER STUD.
5-1/2'40GA. METAL RHO NOT'M a EACH 60,
�I >
- 5/6, TYPE "X' GYP. BD.
EXTEND BACKING PLATE KA S (3) STUDS MIN.
. EXTEND ALL BACKIN6 PLAT5 TO LAST STUD
BEYOND FIXTUM OR ACCE55OR1'.
,q
N.T.Q.
SHLEMMEWALGAZE+ASSOCIATES
interiors and architecture
LOS ANGELES - NEWPORT BEACH
6041 Bristol Pkwy
Culver City, California 90230
SAA
T P101 553-3252
F [310] 553-9449
33001rvine Avenue Suite 130
Newport Beach, California 92660
T [949] 724-8958
F [949] 724-1981
co W
2W
W � �
H
/"�
� Z Z
CD Q
Q
I�
co
CC C/i <
^off
C V
co
No. j Date j Description
OWNERSHIP AND USE OF DOCUMENTS
All Drawings, Specifications and copies thereof fumished by SAF
Interiors are and shall remain it s property. They are tc
to be used only with respect to this project. federal law prohibits the
reproduction, display, sale, or other disposition of this document withou-
the express written consent of Shlemmer0igoze+Associates Interiors & Archikecture
DATE: 8/3/05
DRAWN: LC
PROJECT NO: 10.05.0354
SCALE: AS NOTED
SHEET TITLE
CONSTRUCTION DETAIL.
SHEET 2
SHEET NO:
D�2mO