A101
A101
1 1
1 1
1 A101
SIM
EXTERIOR ELEVATION
BUILDING SECTION
INTERIOR ELEVATION
SPOT ELEVATION / CEILING TAG
SPOT ELEVATIONS ARE TO
FINISH GRADE, FLOOR, OR
CEILING, UNLESS OTHERWISE
NOTED.
1 RFI 101
A101
1 SIM
ENLARGED PLAN / DETAIL
REVISION CLOUD
DIMENSIONS
NOTE: PLAN DIMENSIONS OF
WALLS ARE TO FACE OF STUD,
CONCRETE, OR MASONRY
UNLESS OTHERWISE NOTED.
CENTERLINE
PROPERTY LINE
0 GRID BUBBLE
ROOM TAG
ROOM NAME
ROOM NUMBER
DOOR TAG
WINDOW TAG
WALL FRAMING TAG
MATERIAL TAG
101
6 LEVEL CHANGE /
SLAB DEPRESSION
10' - 0"
GYP-1
CON-1
1i
RC-1 LIGHTING TAG
SINK-4 PLUMBING FIXTURE TAG
A·6·B WALL FINISH TAG
5'-0"
1 Ref
1 Ref
1 Ref
1 Ref
BEDROOM
101
PROJECT
NORTH
S SANTA MONICA BLVD
N SANTA MONICA BLVD
CHARLEVILLE BLVD
DURANT DR
S LASKY DR
SPALDING DR
WILSHIRE BLVD
THE BEVERLY
HILTON
WALDORF
ASTORIA
THE PENINUSLA
B E L Z B E R G A R C H I T E C T S
L L P
ABBREVIATIONS SYMBOL LEGEND PROJECT DIRECTORY
ACOUSTICAL CEILING TILE
ABOVE FINISH FLOOR
ACCESSORY LIVING QUARTERS
ALTERNATE
AREA DRAIN
BEVERLY HILLS CITY CODE
BUILDING
BOTTOM
CALIFORNIA BUILDING CODE
CALIFORNIA BUILDING STANDARDS CODE
CAST IN PLACE
CENTER LINE
CEILING
CLEAR
COLUMN
CONCRETE
CONTINUOUS
CARPET
CERAMIC TILE
CONCRETE MASONRY UNIT
DIAMETER
DIMENSION
DOWN
DOWN SPOUT
DETAIL
DRAWING
EAST
EXISTING
EACH
ELEVATION
ELECTRIC(AL)
ELEVATOR
EQUAL
EXPOSED
FLOOR DRAIN
FINISH GRADE
FLOOR
FACE OF FINISH
FOOT
GAUGE
GLAZING
GYPSUM WALL BOARD
HOSE BIBB
HOLLOW CORE
HARDWARE
HOLLOW METAL
HORIZONTAL
HOUR
HEIGHT
HEATING, VENTILATION AND AIR
CONDITIONING
INSIDE DIAMETER
INSULATION
MATERIAL
MAXIMUM
MANUFACTURER
MINIMUM
MISCELLANEOUS
METAL
NEW
NORTH
NOT IN CONTRACT
NUMBER
NOT TO SCALE
ON CENTER
OUTSIDE DIAMETER
RADIUS/RISER
REFERENCE
REQUIRED
REVISION
RIGHT OF WAY
SOUTH
SOLID CORE
SIMILAR
SINGLE FAMILY DWELLING
SPECIFICATIONS
SLOPE TO DRAIN
STRUCTURAL
SQUARE FEET
STONE TILE
STUCCO
STEEL
STONE
TREAD
TOP OF BEAM
TOP OF CONCRETE
TOP OF FLOOR
TOP OF SLAB
TOP OF WALL
TERAZZO
TYPICAL
UNLESS NOTED OTHERWISE
VERTICAL
WEST
WOOD
WATERPROOF(ING)
ACT
AFF
ALQ
ALT
AD
BHCC
BLDG
BOT
CBC
CBSC
CIP
CL
CLG
CLR
COL
CONC
CONT
CPT
CT
CMU
DIA
DIM
DN
DS
DTL
DWG
E
(E)
EA
EL
ELEC
ELEV
EQ
EXP
FD
FG
FL
FOF
FT
GA
GLZ
GWB
HB
HC
HDWR
HM
HOR
HR
HT
HVAC
ID
INS
MAT
MAX
MFR
MIN
MISC
MTL
(N)
N
NIC
No
NTS
OC
OD
R
REF
REQ
REV
ROW
S
SC
SIM
SFD
SPEC
STD
STRUCT
SF
ST
STC
STL
STN
T
TOB
TOC
TOF
TOS
TOW
TRZ
TYP
UNO
VERT
W
WD
WP
VICINITY MAP
PROPERTY DESCRIPTION
REVISION SCHEDULE
ZONING CONFORMANCE SUMMARY
SHEET INDEX
APPLICABLE CODES
DESCRIPTION OF WORK
REQUESTED ENTITLEMENTS
DARROW OFFICE BUILDING
February 18, 2022
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
DEVELOPMENT PLAN REVIEW
2019 CALIFORNIA BUILDING STANDARDS CODE (CCR, TITLE
24) INCLUDING ERRATA MADE EFFECTIVE THROUGH THE
ISSUANCE DATE OF THESE PLANS.
BEVERLY HILLS CITY CODE ("BHCC"), TITLE 9 BUILDING AND
PROPERTY HEALTH AND SAFETY REGULATIONS
INCLUDING ADOPTIONS AND AMENDMENTS TO PARTS OF
THE 2019 CALIFORNIA BUILDING STANDARDS CODE.
PROPERTY ADDRESS
9884 S. SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
LEGAL DESCRIPTION
LOT 746 OF TRACT NO. 7710, IN THE CITY OF BEVERLY HILLS, COUNTY OF
LOS ANGELES, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 83, PAGES 94 AND 95 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER
OF SAID COUNTY
ASSESSOR'S PARCEL DETAILS
ASSESSOR'S ID NO. 4328-003-001
PROPERTY TYPE COMMERCIAL / INDUSTRIAL
TRACT # 7710
LOT # 746
BUILDING AREA 6,546 SF
YEAR BUILT 1947
EFFECTIVE YEAR BUILT 1949
LOT/PARCEL AREA (CALC.) 6,006 SF, 0.14 ACRES
PLANNING & ZONING
LAND USE COMMERCIAL LOW DENSITY GENERAL
ZONING AREA DESIGNATION CENTRAL AREA
ZONING C-3
R-ZONE NONE
PARKING ZONE NONE
PREVIOUS / CURRENT USE
THE PREVIOUS USE OF THE BUILDING WAS MEDICAL OFFICES WITH GROUND FLOOR RETAIL.
IN JUNE 2021, INTERIOR NON-STRUCTURAL DEMOLITION AND RELATED ASBESTOS ABATEMENT WAS PERFORMED:
• PERMIT #BS2102940 ISSUED 6/14/2021 FINAL
• PERMIT #BS2102939 ISSUED 6/14/2021 FINAL
HEIGHT
MAX. ALLOWABLE HEIGHT PER CITY........................
EXISTING BUILDING HEIGHT.....................................
PROPOSED BUILDING HEIGHT.................................. *HEIGHT MEASURED PER BHCC 10-3-100
DEFINITION OF "HEIGHT OF BUILDING"
MAX. ALLOWABLE HEIGHT PER CBC........................
PROPOSED BUILDING HEIGHT................................. *HEIGHT MEASURED FROM GRADE PLANE TO
AVERAGE HEIGHT OF HIGHEST ROOF SURFACE
SETBACKS
NO SETBACKS ARE REQUIRED FOR
COMMERCIAL USE IN A COMMERCIAL ZONE
GROSS FLOOR AREA
EXISTING
• OFFICES.....................................................................
PROPOSED (TOTAL).................................................... • OFFICES..................................................................... • RETAIL.........................................................................
FLOOR AREA RATIO (F.A.R.)
LOT AREA......................................................................
MAX. ALLOWABLE F.A.R..............................................
EXISTING F.A.R.............................................................
PROPOSED F.A.R.........................................................
PARKING
EXISTING ON-SITE PARKING SPACES
• OFFICE........................................................................
ADDITIONAL PARKING SPACES REQUIRED
• OFFICE........................................................................ • RETAIL.......................................................................
ADDITIONAL PARKING SPACES PROPOSED
• OFFICE........................................................................ • RETAIL.........................................................................
CONSTRUCTION:
CONSTRUCTION TYPE.................................................
SPRINKLERS..................................................................
FIRE ALARMS.................................................................
Planning
SD DD PC CD
G100 COVER SHEET ● ○ ○ ○ ○
G101 GENERAL NOTES ● ○ ○ ○ ○
G120 ADA DIAGRAMS ● ○ ○ ○ ○
G140 OCCUPANCY & EGRESS ● ○ ○ ○ ○
G141 EGRESS CODE COMPLIANCE SUMMARY ● ○ ○ ○ ○
G150 FAR CALCULATIONS ● ○ ○ ○ ○
G160 ALTA SURVEY ● ○ ○ ○ ○
G170 SHADE AND SHADOW STUDY ● ○ ○ ○ ○
A100 GROUND FLOOR EXISTING PLAN ● ○ ○ ○ ○
A101 SECOND FLOOR EXISTING PLAN ● ○ ○ ○ ○
A103 ROOF DEMO PLAN ● ○ ○ ○ ○
A110 SITE PLAN ● ○ ○ ○ ○
A200 BASEMENT PLAN ● ○ ○ ○ ○
A201 GROUND FLOOR PLAN ● ○ ○ ○ ○
A202 SECOND FLOOR PLAN ● ○ ○ ○ ○
A203 THIRD FLOOR PLAN ● ○ ○ ○ ○
A204 ROOF PLAN ● ○ ○ ○ ○
A300 EXTERIOR ELEVATIONS ● ○ ○ ○ ○
A301 RENDERINGS ● ○ ○ ○ ○
A400 BUILDING SECTIONS ● ○ ○ ○ ○
A401 BUILDING SECTIONS ● ○ ○ ○ ○
A610 WINDOW WALL SCHEDULE ● ○ ○ ○ ○
A620 DOOR SCHEDULE ● ○ ○ ○ ○
IMPACT REAL ESTATE GROUP, LLC
2029 CENTURY PARK EAST, SUITE 2980
LOS ANGELES, CA 90067
T: 310.552.2727
M&M&CO
26074 AVENUE HALL, SUITE 12
VALENCIA, CA 91355
T: 818.891.9100
T.B.D.
T.B.D.
BELZBERG ARCHITECTS LLP
2740 MAIN STREET
SANTA MONICA, CA 90405
T: 310.453.9611
NOUS ENGINEERING, INC
600 WILSHIRE BLVD, SUITE 760
LOS ANGELES, CA 90017
T: 213.627.6687
GREEN DINOSAUR, INC
8695 WASHINGTON BLVD, #210
CULVER CITY, CA 90232
T: 213.455.3311
T.B.D.
T.B.D.
OWNER & APPLICANT:
LAND SURVEYOR:
CIVIL ENGINEER:
LANDSCAPE ARCHITECT:
ARCHITECT:
STRUCTURAL ENGINEER:
SUSTAINABILITY & ENERGY:
MEP ENGINEER:
GENERAL CONTRACTOR:
DESCRIPTION OF WORK:
EXISTING, TWO-STORY, COMMERCIAL OFFICE BUILDING IS AN HISTORIC RESOURCE
DESIGNED BY JOHN LAUTNER, AN ARCHITECT NAMED ON THE CITY'S LIST OF LOCAL MASTER ARCHITECTS. SCOPE OF WORK INCLUDES PRESERVATION AND RESTORATION OF EXISTING BUILDING FACADE. WORK ALSO ENTAILS REMODELING INTERIOR OF THE EXISTING BUILDING AND A ONE-STORY ADDITION. BUILDING TO BE USED FOR COMMERCIAL OFFICES WITH PARTIAL GROUND-FLOOR RETAIL.
45'-0" OR 3 STORIES PER BHCC 10-3-2726(A)
23'-9" (APPROXIMATE HEIGHT)
39'-0"
85'-0" AND 6 STORIES (CBC TABLE 504.3)
34'-4" AND 3 STORIES
6,061 SF
6,786 SF
5,972 SF
814 SF
6,006 SF
2.00 1.01
1.15 7 (NON-CONFORMING IN QUANTITY &
DIMENSION)
0 (NO NET INCREASE IN OFFICE FLOOR AREA)
3 (ONE PER 350 SF)
0 0 (IN-LIEU PARKING FEES TO BE PAID TO
OFFSET REQUIREMENT)
III-A (PER BHCC 3701.1)
FULLY SPRINKLERED PER CBC 903.3.1.1
FIRE ALARM SYSTEM PER CBC 907.2 & NFPA 72
# DESCRIPTION DATE
T.B.D.
PROJECT NUMBER:
1729 21st STREET
SANTA MONICA, CA 90404
310.453.9611
www.belzbergarchitects.com
belzberg architects
2/18/2022 5:52:01 PM
DARROW OFFICE
BUILDING
February 18, 2022
21004
GENERAL NOTES
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
DEVELOPMENT PLAN
REVIEW
G101
GENERAL NOTES
NOTES ON STRUCTURAL, ELECTRICAL, MECHANICAL AND PLUMBING PLANS ARE IN ADDITION TO THE FOLLOWING NOTES. IF CONFLICTING NOTES ARE FOUND, THE
CONTRACTOR SHALL BRING SUCH DISCREPANCY TO THE ATTENTION OF THE ARCHITECT AND RELEVANT CONSULTANTS.
DIVISION 01 - GENERAL REQUIREMENTS
THE CONTRACTOR AND ANY TIER SUBCONTRACTOR SPECIFICALLY REPRESENTS
AND WARRANTS TO THE OWNER THAT THE CONTRACT DOCUMENTS ARE
SUFFICIENT TO PERMIT CONTRACTOR AND ITS SUBCONTRACTOR(S) TO
ESTABLISH THE CONTRACT SUM, TO PREPARE ANY REQUIRED SHOP DRAWINGS, AND TO PERFORM THE WORK. THE CONTRACT DOCUMENTS ARE
COMPLEMENTARY, AND WHAT IS REQUIRED BY EACH SHEET, PLAN, ELEVATION, SECTION, INTERIOR ELEVATION, DETAIL, CONSULTANTS’ INFORMATION AND
SPECIFICATION BOOK CONTENT SHALL BE BINDING TO EACHOTHER AND AS IF REQUIRED BY ALL. THE CONTRACTOR (AND ANY TIER SUBCONTRACTOR UPON
EXECUTION OF ANY SUBCONTRACT) FURTHER ACKNOWLEDGES AND DECLARES
THAT IT HAS VISITED AND EXAMINED THE SITE, EXAMINED ALL PHYSICAL, LEGAL
AND OTHER CONDITIONS AFFECTING THE WORK AND IS FULLY FAMILIAR WITH ALL OF THE CONDITIONS THEREON AND THEREUNDER AFFECTING THE SAME. IN
CONNECTION THEREWITH, CONTRACTOR (AND ANY TIER SUBCONTRACTOR UPON
EXECUTION OF ANY SUBCONTRACT), SPECIFICALLY REPRESENTS AND
WARRANTS TO OWNER THAT IT HAS, BY CAREFUL EXAMINATION, SATISFIED
ITSELF AS TO AND SHALL NOT BE ENTITLED TO ANY INCREASE IN THE CONTRACT SUM OR CONTRACT TIME ON THE BASIS OF: (1) THE NATURE, LOCATION, AND
CHARACTER OF THE PROJECT AND THE SITE, INCLUDING, WITHOUT LIMITATION,
THE SURFACE CONDITIONS OF THE SITE AND ALL STRUCTURES AND
OBSTRUCTIONS THEREON AND THEREUNDER, BOTH NATURAL AND MAN-MADE,
ALL SURFACE AND SUBSURFACE WATER CONDITIONS OF THE SITE AND THE SURROUNDING AREA; (2) THE NATURE, LOCATION, AND CHARACTER OF THE
GENERAL AREA IN WHICH THE PROJECT IS LOCATED, INCLUDING, WITHOUT
LIMITATION, ITS CLIMATIC CONDITIONS, AVAILABLE LABOR SUPPLY AND LABOR
COST, LOCATION OF STAGING AND LAYDOWN AREAS, PARKING, CONSTRUCTION
ACTIVITY ADJACENT TO THE PROJECT, AND AVAILABLE EQUIPMENT SUPPLY AND EQUIPMENT COSTS; (3) THE QUALITY AND QUANTITY OF ALL MATERIALS,
SUPPLIES, TOOLS, EQUIPMENT, LABOR, AND PROFESSIONAL SERVICES
NECESSARY TO COMPLETE THE WORK IN THE MANNER AND WITHIN THE COST AND TIME FRAME REQUIRED BY THE CONTRACT DOCUMENTS; AND (4) ANY
APPLICABLE FEDERAL, STATE AND LOCAL LAWS, ORDINANCES, RULES,
REGULATIONS OR ORDERS, INCLUDING, WITHOUT LIMITATION, INSPECTION PROCEDURES AND TIMING.
1A. THE GENERAL NATURE OF THESE NOTES SHALL IN NO WAY DIMINISH THE
CONTRACTOR AND SUB-CONTRACTORS FROM COMPLETING ALL WORK IN STRICT
CONFORMANCE WITH ALL ASPECTS OF APPLICABLE BUILDING CODES AND WITH
OTHER RULES, REGULATIONS AND ORDINANCES GOVERNING THE PLACE OF THE BUILDING. EACH SUB-CONTRACTOR SHALL BECOME FAMILIAR WITH ANY PART OF THE AFOREMENTIONED BUILDING CODES, RULES, ETC. THAT MAY AFFECT HIS WORK. IN THE EVENT THE FOLLOWING CONSTRUCTION DOCUMENTS HAVE NOT
INCLUDED DETAILS PERTAINING TO SPECIFIC CONDITIONS, BY ACCEPTING THE
CONTRACT, THE CONTRACTOR AND SUBCONTRACTORS AGREE TO
INCORPORATE AND BUILD TO THE PREVAILING BUILDING CODES, REGULATIONS AND INDUSTRY STANDARDS.
1B. THE FINAL SPECIFICATIONS MANUAL SHALL BE INCLUDED AS PART OF THE GENERAL CONTRACTOR'S CONTRACT. BY ACCEPTING THIS CONSTRUCTION SET
AND THE FINAL SPECIFICATIONS MANUAL, THE CONTRACTOR AGREES THAT ALL
INFORMATION CONTAINED IN ONE PAGE SHALL BE INCORPORATED AND
COORDINATED WITH INFORMATION CONTAINED ON EACH OF THE OTHER PAGES IN THE CONSTRUCTION SET AND FINAL SPECIFICATIONS MANUAL. THE GENERAL
CONTRACTOR IS RESPONSIBLE FOR DISTRIBUTING ALL DOCUMENTS AND INFORMATION AVAILABLE TO ALL SUB-CONTRACTORS. IT IS THE RESPONSIBILITY
OF THE GENERAL CONTRACTOR TO ENSURE THAT EACH SUB-CONTRACTOR
UNDERSTANDS THE NEEDS OF THEIR TRADE WITH RESPECT TO OTHER TRADES
GIVEN THE INTENT OF THE WORK AS DESCRIBED IN THE CONSTRUCTION SET AND FINAL SPECIFICATIONS MANUAL.
1C. THE OWNER AND ARCHITECT SHALL BE NOTIFIED IF QUESTIONS,
DISCREPANCIES OR CONFLICTS ARE FOUND DURING THE REVIEW PERIOD PRIOR TO CONSTRUCTION. ONCE UNDER CONSTRUCTION, SHOULD DISCREPANCIES
ARISE BETWEEN INDIVIDUAL DRAWINGS AND/OR SPECIFICATIONS, THE
CONTRACTOR SHALL PURCHASE AND/OR BUILD THE SOLUTION WHICH PROVIDES
THE GREATEST DEGREE OF BUILDING INTEGRITY WITH REGARD TO SAFETY AND DURABILITY WITHOUT COST TO THE OWNER OR ARCHITECT.
2. SCOPE OF PERMIT
A. LIMIT OF AUTHORIZATION. THE ISSUANCE OF A PERMIT IS NOT AN APPROVAL OR AN AUTHORIZATION OF THE WORK SPECIFIED THEREIN. A PERMIT IS MERELY
AN APPLICATION FOR INSPECTION, THE ISSUANCE OF WHICH ENTITLES THE PERMITTEE TO INSPECTION OF THE WORK, WHICH IS DESCRIBED THEREIN.
PERMITS ISSUED UNDER THE REQUIREMENTS OF THIS CODE SHALL NOT RELIEVE
THE OWNER OF RESPONSIBILITY FOR SECURING REQUIRED PERMITS FOR WORK
TO BE DONE WHICH IS REGULATED BY ANY OTHER CODE, DEPARTMENT OR DIVISION OF THE CITY IN WHICH THE WORK IS PERFORMED.
B. VALIDITY OF OTHER LAWS. NEITHER ISSUANCE OF A PERMIT NOR THE
APPROVAL OF THE BUILDING DEPARTMENT OF ANY DOCUMENT SHALL
CONSTITUTE AN APPROVAL OF ANY VIOLATION OF ANY PROVISION OF THIS CODE
OR OF ANY OTHER LAW OR ORDINANCE, AND A PERMIT OR OTHER DOCUMENT
PURPORTING TO GIVE AUTHORITY TO VIOLATE ANY LAW SHALL NOT BE VALID WITH RESPECT THERETO.
3. ALL WORK, CONSTRUCTION AND MATERIALS SHALL COMPLY WITH ALL
PROVISIONS OF THE CURRENT EDITION OF THE GOVERNING BUILDING CODE AND
WITH OTHER RULES, REGULATIONS, AND ORDINANCES GOVERNING THE PLACE OF THE BUILDING. BUILDING CODE REQUIREMENTS AS INTERPRETED BY THE
BUILDING OFFICIAL TAKE PRECEDENCE OVER THE DOCUMENTS, AND IT SHALL BE
THE RESPONSIBILITY OF ANYONE SUPPLYING LABOR, MATERIAL OR BOTH TO
INSTALL HIS WORK IN CONFORMANCE WITH THE APPLICABLE CODES AT NO
ADDITIONAL COST, AND TO BRING TO THE ATTENTION OF THE ARCHITECT ANY
DISCREPANCIES OR CONFLICTS BETWEEN THE REQUIREMENTS OF THE BUILDING CODE AND THE DRAWINGS. THE ABOVE SHALL APPLY TO ALL DIVISIONS.
4. DIMENSION & CONDITIONS AT THE JOB SITE SHALL BE VERIFIED BY THE CONTRACTOR(S). DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE
DRAWINGS AND ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE ARCHITECT IN WRITING AND DRAWING FORM. CORRECTED DRAWINGS AND/OR
INSTRUCTIONS SHALL BE ISSUED BY THE ARCHITECT PRIOR TO THE INSTALLATION OF ANY WORK.
5. SCAFFOLDING OR FALSEWORK: THE CONSTRUCTION AND DEMOLITION OF ANY BUILDING, STRUCTURE, SCAFFOLDING OR FALSE WORK MORE THAN 3 STORIES OR 36' IN HEIGHT, REQUIRES A PERMIT PRIOR TO THE ISSUANCE OF A BUILDING PERMIT.
DIVISION 7 - THERMAL & MOISTURE PROTECTION
1. ENERGY INSULATION
A. ALL NEW EXTERIOR WALLS SHALL BE INSULATED WITH BLANKET-TYPE MINERAL
FIBER OR GLASS FIBER INSULATION CONFORMING TO FEDERAL SPECIFICATION HH-1-521E WITH THERMAL RESISTANCE (R) CONFORMING TO THE VALUES SPECIFIED IN THE TITLE 24 REPORTS BUT NOT LESS THAN 13. BATTS SHALL BE KRAFT PAPER FACED.
B. ALL ROOF INSULATION SHALL BE INSULATED WITH BATT OR RIGID INSULATION (SEE DWGS FOR LOCATION) WITH A THERMAL RESISTANCE (R) CONFORMING TO THE VALUES SPECIFIED IN THE TITLE 24 REPORTS BUT NOT LESS THAN 30.
C. ALL SLIDING GLASS DOORS AND WINDOWS SHALL BE CERTIFIED AND LABELED
TO SHOW CONFORMANCE WITH CURRENT AIR INFILTRATION STANDARDS OF THE AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI 134.1, ANSI 134.3, AND ANSI 134.4) WHEN TESTED IN ACCORDANCE WITH ASTM 283-7 WITH A PRESSURE DIFFERENTIAL OF 1.57 LB/SQ. FT.
D. REQUIRED TINTING AND GLAZING SHALL BE PERMANENTLY TINTED OR
PERMANENTLY SURFACE-COATED BY THE MANUFACTURER OF THE GLAZING MATERIAL.
E. ALL RETURN PIPING AND ALL CONTINUOUSLY CIRCULATING DOMESTIC OR
HEATING HOT WATER PIPING SHALL BE INSULATED AS REQUIRED BY THE PLUMBING DIVISION.
F. A CERTIFICATE OF COMPLIANCE SIGNED BY THE INSULATION CONTRACTOR AND GENERAL CONTRACTOR SHALL BE PROMINENTLY POSTED ON THE SITE. BLANK CERTIFICATES CAN BE OBTAINED AT ALL BUILDING DEPARTMENT OFFICES.
F. ALL GLAZING AND INSULATION SHALL CONFORM TO THE STATE INSULATION STANDARDS.
2. BELOW GRADE WATER-PROOFING: REQUIRED AT ALL WALLS BELOW GRADE THAT ENCLOSE USABLE SPACE AND BASEMENT FLOOR SLAB.
3. ROOF DRAINAGE: MINIMUM ROOF SLOPE SHALL BE 1/4" VERTICAL FOR EVERY 1'- 0" HORIZONTAL. PER SECTION 1101.11.2.2 OF THE CALIFORNIA PLUMBING CODE,
THE MAXIMUM HEIGHT OF THE ROOF DRAINS SHALL BE A HEIGHT TO PREVENT THE
DEPTH OF PONDING WATER FROM EXCEEDING THAT FOR WHICH THE ROOF WAS DESIGN AS DETERMINED BY SECTION 1101.11.1. IF SECONDARY DRAINS ARE NOT
PRESENT ON THE DRAWINGS, CONTRACTOR SHALL NOTIFY THE ARCHITECT,
STRUCTURAL ENGINEER AND PLUMBING ENGINEER PRIOR TO COMMENCING RELATED PLUMBING WORK.
DIVISION 8 - OPENINGS
1. GLAZING:
A. GLASS THICKNESS, STRENGTH, MATERIALS AND METHOD OF INSTALLATION SHALL CONFORM WITH REQUIREMENTS OF LOCAL BUILDING CODES.
B. GLASS AND GLAZING IN LOCATIONS WHICH MAY BE SUBJECT TO HUMAN IMPACT
SUCH AS FRAMELESS GLASS DOORS, GLASS PANELS, GLASS EXIT AND ENTRANCE
DOORS, SLIDING GLASS DOORS, SHOWER DOORS, TUB ENCLOSURES, AND STORM
DOORS SHALL MEET THE REQUIREMENTS SET FORTH IN THE LOCAL BUILDING CODE.
C. GLASS DOORS, ADJACENT PANELS AND ALL GLAZED OPENINGS WITHIN 18" OF THE ADJACENT FLOOR, WHOSE LEAST DIMENSION IS GREATER THAN 18", SHALL BE OF GLASS APPROVED FOR IMPACT HAZARD.
D. ALL GLASS MUST COMPLY WITH U.S. CONSUMER SAFETY PROTECTION COMMISSION REQUIREMENTS.
2. SMOKE AND DRAFT CONTROL: DOORS REQUIRED TO HAVE SMOKE AND DRAFT
CONTROL ASSEMBLIES SHALL BE PROVIDED WITH A GASKET SO INSTALLED AS TO
PROVIDE A SEAL WHERE THE DOOR MEETS THE STOP ON BOTH SIDES AND ACROSS THE TOP.
3. SECURITY PROVISIONS: ALL OPENINGS NOTED WITH SYMBOL ARE SECURITY OPENINGS AND THE FOLLOWING NOTES SHALL APPLY: GLAZED OPENINGS SHALL
CONFORM TO THE REQUIREMENTS OF SECURITY PROVISION OF LOCAL BUILDING CODE. ENTRY DOORS SHALL BE ARRANGED SO THAT THE OCCUPANT HAS A VIEW OF THE AREA IMMEDIATELY OUTSIDE THE DOOR. SUCH A VIEW MAY BE PROVIDED WITH A DOOR VIEWER.
4. SWINGING DOORS:
A. DOOR STOPS OF IN-SWINGING DOORS SEPARATING DWELLING UNITS FROM
PUBLIC AREAS SHALL BE OF ONE- PIECE CONSTRUCTION WITH THE JAMB OR JOINED BY A RABBET JOINT TO THE JAMB.
B. ALL PIN-TYPES HINGES WHICH ARE ACCESSIBLE FROM OUTSIDE THE SECURED AREA WHEN THE DOOR IS CLOSED SHALL HAVE NON-REMOVABLE HINGE PINS. IN ADDITION THEY SHALL HAVE MINIMUM 1 / 4" DIAMETER STEEL JAMB STUD WITH 1 / 4" MINIMUM PROJECTION UNLESS THE HINGES ARE SHAPED TO PREVENT REMOVAL OF THE DOOR IF THE HINGE PINS ARE REMOVED.
C. THE STRIKE PLATE FOR LATCHES AND THE HOLDING DEVICE FOR PROJECTING
DEADBOLTS IN WOOD CONSTRUCTION SHALL BE SECURED TO THE JAMB AND THE WALL FRAMING WITH SCREWS OF NOT LESS THAN TWO 1-1/2" LENGTH.
D. DEADBOLTS SHALL CONTAIN HARDENED INSERTS.
E. STRAIGHT DEADBOLTS SHALL HAVE A MINIMUM THROW OF 1" AND EMBEDMENT OF NOT LESS THAN 5/8" INTO THE HOLDING DEVICE RECEIVING THE PROJECTED BOLT.
F. A HOOK-SHAPED OR AN EXPANDING-LUG DEADBOLT SHALL HAVE A MINIMUM THROW OF 3 /4".
G. GLASS DOORS SHALL HAVE TEMPERED/ LAMINATED GLAZING FULLY COMPLYING WITH THE LOCAL BUILDING CODE.
H. DOORS SHALL BE PROVIDED WITH A KEY-OPERATED LOCKS ON THE EXTERIOR
AND SHALL BE OPENABLE FROM THE INTERIOR WITHOUT A KEY, SPECIAL KNOWLEDGE OR SPECIAL EFFORT.
I. GLAZED OPENINGS WITHIN 40" OF THE LOCKING DEVICE OF THE DOOR OR
WINDOW SHALL BE FULLY TEMPERED GLASS OR APPROVED BURGLARY
RESISTANT MATERIAL, OR SHALL BE PROTECTED BY METAL BARS, SCREENS OR GRILLS HAVING A PATTERN SUCH THAT THE MAX. DIMENSION OF ANY OPENING DOES NOT EXCEED 2"
J. DOOR LOCKING DEVICES SHALL BE A TYPE THAT WILL BE READILY DISTINGUISHABLE AS LOCKED. EXIT DOORS USED IN PAIRS SHALL HAVE APPROVED AUTOMATIC FLUSH BOLTS.
K. ONE-HOUR RATED DOOR ASSEMBLIES SHALL HAVE NON-COMBUSTIBLE STILES EXTENDING THE FULL WIDTH OF THE DOOR FRAME. THE ASSEMBLY SHALL BE CAPABLE OF WITHSTANDING A MAXIMUM 450 F TEMPERATURE RISE ABOVE AMBIENT TEMPERATURE AFTER 30 MINUTES OF FIRE TEST.
L. THE DOOR KNOB AND THE THUMB TURN WHICH OPERATES THE DEADBOLT SHALL NOT BE SEPARATED BY MORE THAN 8".
5. CYLINDER GUARDS: SHALL BE INSTALLED ON ALL CYLINDER LOCKS WHENEVER
THE CYLINDER PROJECTS BEYOND THE FACE OF THE DOOR OR IS OTHERWISE ACCESSIBLE TO GRIPPING TOOLS.
6. SCREENS, BARRICADES, AND FENCES: SHALL BE CONSTRUCTED OF MATERIAL
WHICH PRECLUDE HUMAN CLIMBING AND SHALL BE PROVIDED AT EVERY PORTION OF EVERY ROOF, BALCONY, OR SIMILAR SURFACE WHICH IS WITHIN 8' OF A UTILITY POLE OR SIMILAR STRUCTURE.
6. CONSTRUCTION SAFETY:
A. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF LOCAL CODE.
B. PEDESTRIAN PROTECTION SHALL CONFORM TO THE REQUIREMENTS OF THE CALIFORNIA BUILDING CODE.
7. TEMPORARY TOILET: MAINTAIN SANITARY TOILET FACILITIES DURING CONSTRUCTION.
8. SITE COORDINATION: CONTRACTOR TO COORDINATE TRADES & EXISTING CONDITIONS WITH INSTALLATION & OPERATION FOR EACH SYSTEM.
9. STAIRS: PRIOR TO INSTALLATION OF ANY STAIR, THE CONTRACTOR SHALL
VERIFY THE RISE, RUN, HEADROOM AND THE NUMBERS OF TREADS AND RISERS,
AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWING AND THE ACTUAL FIELD CONDITIONS IN WRITING. SEE 'DIMENSIONS AND CONDITIONS' ABOVE.
10. GUARDRAILS: ALL UNENCLOSED FLOOR AND DOOR OPENINGS, OPEN AND
GLAZED SIDES OF LANDINGS AND STAIRS,BALCONIES OR PORCHES WHICH ARE MORE THAN 30" ABOVE GRADE, AND ROOFS USED FOR OTHER THAN SERVICE OF
THE BUILDING SHALL BE PROTECTED BY A GUARDRAIL WITH A MINIMUM HEIGHT OF 42". OPEN GUARDRAILS AND STAIR RAILINGS SHALL HAVE INTERMEDIATE RAILS OR AN ORNAMENTAL PATTERN SUCH THAT NO OBJECT 4" IN DIAMETER CAN PASS THROUGH. GUARD RAILS SHALL BE DESIGNED FOR 50. LB/FT. LATERAL LOAD AT EXIT FACILITIES SERVING AN OCCUPANT LOAD > 50, 20.LB/FT. LATERAL LOAD ELSEWHERE. SEE STRUCTURAL CALCULATIONS AND DETAILS.
11. BATHROOMS:
A. REFER TO SECTION 092900 – GYPSUM BOARD.
B. TOILET ROOM FLOORS SHALL HAVE A SMOOTH, HARD, NON-ABSORBENT,
MATERIAL SUCH AS PORTLAND CEMENT, CONCRETE, CERAMIC TILE, OR OTHER APPROVED MATERIAL WHICH EXTENDS UPWARD ONTO THE WALLS AT LEAST 5".
WALLS WITHIN WATER CLOSET COMPARTMENTS AND WALLS WITHIN 2 FT. OF THE FRONT AND SIDES OF URINALS SHALL BE SIMILARLY FINISHED TO A HEIGHT OF 4 FT. MINIMUM.
C. PROVIDE TWO-HOUR CONSTRUCTION BEHIND ALL TUBS PLACED ADJACENT TO DIVISION WALLS.
D. SHOWERS: WALLS IN ALL OCCUPANCIES, SHALL BE FINISHED AS SPECIFIED IN SUBSECTION (B) ABOVE TO A HEIGHT OF 70" MINIMUM ABOVE THE DRAIN INLET. SEE ALSO SECTION 092900 – GYPSUM BOARD.
E. GLAZING AT SHOWERS AND TUBS: GLAZING USED IN DOORS AND PANELS OF
SHOWER AND BATHTUB ENCLOSURES SHALL BE FULLY TEMPERED / LAMINATED SAFETY GLASS OR APPROVED PLASTIC.
12. CEILING PROJECTIONS: THERE WILL BE NO PROJECTIONS, (LIGHT FIXTURES, ETC.) BELOW THE 7'-0" HIGH CEILINGS AT HALLWAYS, CLOSETS, KITCHENS, ETC. IF PROJECTIONS SUCH AS LIGHT FIXTURES ARE BELOW 7'-0" THEN THEY MUST PROJECT NO MORE THAN 4" FROM THE FINISH SURFACE.
13. TRASH ENCLOSURES: SHALL BE OF NON-COMBUSTIBLE CONSTRUCTION.
THE FOLLOWING SPECIFICATIONS SHALL APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS:
14. OPENINGS:
A. FLOOR - CEILING OR ROOF - CEILING OPENINGS.
B. OPENINGS IN WALLS AND PARTITIONS SHALL BE PROTECTED. WHERE FIRERATED WALLS AND PARTITIONS REQUIRE PROTECTED OPENINGS, THE FOLLOWING PENETRATIONS INTO OR THROUGH SUCH CONSTRUCTION ARE PERMITTED:
1) COPPER OR FERROUS PIPES OR CONDUITS MAY PENETRATE WALLS OR PARTITIONS, IF FIRE STOPPED AS REQUIRED BY THE BUILDING CODE. 2) STEEL ELECTRICAL OUTLET BOXES NOT EXCEEDING 16 SQ. IN. IN AREA,
PROVIDED THAT THE AREA OF SUCH OPENINGS DOES NOT AGGREGATE MORE THAN 100 SQ. IN. FOR ANY 100SQ.FT. OF WALL OR PARTITION AREA. OUTLET BOXES
ON OPPOSITE SIDES OF WALLS OR PARTITIONS SHALL BE SEPARATED BY A HORIZONTAL DISTANCE OF 24". THE SPACE BETWEEN THE PENETRATING MATERIALS DESCRIBED IN ITEMS 1 & 2 MOVEMENT OF FLAMES AND GASES.
C. FLOORS: BUILDING PAPER SHALL BE LAID BETWEEN SUBFLOOR AND FINISHED FLOOR.
D. WALLS: 5/8" APPROVED TYPE "X" GYPSUM WALLBOARD FASTENED METAL STUDS PER BUILDING CODE; JOINTS CEMENTED, TAPED, SANDED, PRIMED AND PAINTED.
E. CEILINGS: ANY ASSEMBLY SPECIFIED PER LOCAL BUILDING CODE
16. PARTS OR PORTIONS OF STRUCTURES, NON-STRUCTURAL COMPONENTS AND
THEIR ANCHORAGE TO THE MAIN STRUCTURAL SYSTEM SHALL BE DESIGNED FOR LATERAL FORCES.
DIVISION 02 – EXISTING CONDITIONS
1. EXISTING CONDITIONS: ALL DEBRIS, MISCELLANEOUS FORMWORK, OR OTHER
REMNANT FROM PREVIOUS CONSTRUCTION OR DEMOLITION IS TO BE REMOVED FROM THE SITE PRIOR TO COMMENCING NEW WORK. THIS WORK IS DEEMED TO BE INCLUDED IN THE SCOPE OF WORK SET FORTH IN THESE DOCUMENTS.
DIVISION 6 – WOOD, PLASTICS, AND COMPOSITES
1. GENERAL: ALL REQUIREMENTS OF THE LOCAL BUILDING CODE SHALL BE MET.
2. FIRE STOPS FOR STUD WALLS AND PARTITIONS: ENCLOSED SPACES IN STUD
WALLS, PARTITIONS AND FURRED WALLS SHALL BE FIRE-STOPPED AT THE TOP AND BOTTOM AND ALSO AT THE MID-POINT IN WALLS MORE THAN 10 FEET HIGH. THE DISTANCE BETWEEN FIRE-STOPS IN WALLS AND PARTITIONS SHALL NOT EXCEED 10 FEET MEASURED HORIZONTALLY OR VERTICALLY. TOP AND BOTTOM PLATES
WHICH FILL ALL SPACES BETWEEN STUDS AND FURRING SHALL BE CONSIDERED FIRE-STOPS.
3. NOTCHING & BORING: AT EXTERIOR WALLS AND BEARING WALLS STUDS SHALL NOT BE NOTCHED MORE THEN 25 % WIDTH OF STUD: AT NON-BEARING PARTITIONS NOT MORE THAN 40% WIDTH OF STUDS. BORED HOLES: MAX DIAMETER 40% ANY STUD AND 60% NON-BEARING STUD PARTITIONS OR IN ANY WALL WHERE EACH BORED STUD IS DOUBLED, PROVIDED NOT MORE THEN 2 SUCH SUCCESSIVE DOUBLED STUDS ARE SO BORED: NO BORED HOLE CLOSER THEN 5 / 8" TO EDGE OF STUD. VERIFY WITH STRUCTURAL DRAWINGS. (SEE DIVISION 22, PLUMBING NOTES
WITHIN THESE GENERAL NOTES)
4. PENETRATIONS: PENETRATIONS IN WALLS REQUIRING PROTECTED OPENINGS SHALL BE FIRE-STOPPED. FIRESTOPPING SHALL BE AN APPROVED MATERIAL
SECURELY INSTALLED AND CAPABLE OF MAINTAINING ITS INTEGRITY WHEN
SUBJECTED TO TEST TEMPERATURES PRESCRIBED IN THE CALIFORNIA BUILDING CODE FOR THE SPECIFIC WALL OR PARTITION.
5. PROVIDE DRAFT STOPS FOR FLOOR-CEILING ASSEMBLIES. DRAFT STOPS ARE
REQUIRED ABOVE AND IN LINE WITH WALLS SEPARATING TENANT SPACES FROM EACH OTHER AND FROM OTHER USES.
7. SLIDING GLASS DOORS/ WINDOWS:
A. SHALL BE EQUIPPED WITH LOCKING DEVICES AND SHALL BE SO CONSTRUCTED
AND INSTALLED THAT THEY MAY REMAIN INTACT AND ENGAGED WHEN SUBJECTED TO THE TESTS SPECIFIED IN THE LOCAL BUILDING CODE.
B. SHALL BE PROVIDED WITH A DEVICE IN THE UPPER CHANNEL OF THE MOVING
PANEL TO PROHIBIT RAISING AND REMOVING THE MOVING PANEL FROM ITS TRACK, IN THE CLOSED OR PARTIALLY OPEN POSITION.
8. METAL OR WOODEN OVERHEAD OR SLIDING DOORS SHALL BE SECURED WITH A CYLINDER LOCK, PADLOCK WITH A MIN. 9/32" DIAMETER HARDENED STEEL
SHACKLE AND BOLTED, HARDENED STEEL HASPS, METAL SLIDE BOARD, BOLT OR EQUIVALENT DEVICE UNLESS SECURED ELECTRICALLY OPERATED.
9. LOUVERED WINDOWS: SHALL BE PROTECTED BY METAL BARS OR GRILLS WITH OPENINGS THAT HAVE AT LEAST ONE DIMENSION OF 6" OR LESS, WHICH ARE CONSTRUCTED TO PRECLUDE HUMAN ENTRY. LOCKING DEVICES SHALL BE LOCATED AT THE INSIDE OF THE ADJACENT ROOM AT LEAST 24" FROM THE OPENING.
10. OTHER OPENABLE WINDOWS SHALL BE PROVIDED WITH SUBSTANTIAL LOCKING DEVICES.
11. ACRYLIC/ PLASTIC SKYLIGHTS: SYSTEMS SHALL CONFORM TO THE UNIFORM BUILDING CODE SECTION 2603.7.1
12. PROVIDE 32" WIDE DOORS TO ALL INTERIOR ACCESSIBLE ROOMS (6304.1) DIVISION 9 - FINISHES
1. INTERIOR FINISHES SHALL COMPLY WITH THE FLAME SPREAD AND SMOKE DENSITY REQUIREMENTS OF THE LOCAL BUILDING CODE. SEE FIRE GENERAL NOTES.
2. PLASTERED SURFACES: ON WALLS, CEILINGS, AND ROOF SOFFITS EXPOSED TO WEATHER SHALL HAVE EXTERIOR LATH AND PLASTER.
3. LATH AND WALLBOARD: IN-PLACE INSPECTION IS REQUIRED FOR ALL INTERIOR
AND EXTERIOR LATH AND/OR WALLBOARD BEFORE ANY PLASTERING IS APPLIED OR ANY JOINTS AND FASTENERS HAVE BEEN TAPED AND FINISHED.
4. DRYWALL:
A. DRYWALL SHALL CONFORM TO LOCAL BUILDING CODES.
B. DRYWALL LOCATED BEHIND REQUIRED NON-ABSORBENT SURFACES SHALL BE WATER-RESISTANT.
C. ALL DRYWALL SURFACES SHALL BE TAPED, PATCHED, SANDED, PRIMED, AND PAINTED (COLOR BY ARCHITECT) UNLESS NOTED OTHERWISE.
D. PROVIDE CORNER BEAD AND J-MOLD AT ALL EXPOSED DRYWALL EDGES AND TERMINATIONS.
DIVISION 13 - SPECIAL CONSTRUCTION
1. SOUND TRANSMISSION CONTROL: REFER TO STATE NOISE INSULATION
STANDARDS FOR SOUND RATED PARTITIONS AND IMPACTED RATED FLOOR/CEILING ASSEMBLIES.
A. WALLS: SHALL HAVE AIRBORNE SOUND CONTROL WITH MINIMUM STC RATING OF 50.
B. FLOORS/CEILINGS: SHALL HAVE AIRBORNE SOUND CONTROL WITH MINIMUM STC RATING OF 50 AND IMPACT SOUND CONTROL WITH MINIMUM LLC RATING OF
50. 2. ADDITIONAL REQUIREMENTS:
A. AN APPROVED PERMANENT AND RESILIENT ACOUSTICAL SEALANT SHALL BE PROVIDED ALONG THE JOINT BETWEEN THE FLOOR AND THE SEPARATION WALLS.
B. ALL PENETRATIONS INTO SOUND RATED PARTITIONS OR FLOOR/CEILING ASSEMBLIES WILL BE SEALED WITH APPROVED RESILIENT SEALANT.
C. ALL RIGID CONDUIT, DUCTS, PLUMBING PIPES AND APPLIANCE VENTS LOCATED
IN SOUND ASSEMBLIES WILL BE ISOLATED FROM THE BUILDING CONSTRUCTION BY MEANS OF RESILIENT SLEEVES, MOUNTS OR MINIMUM 1/4" THICK APPROVED RESILIENT MATERIAL. (EXCEPTION: GAS PIPING NEED NOT BE ISOLATED).
D. METAL VENTILATING AND CONDITIONED AIR DUCTS LOCATED IN SOUND ASSEMBLIES SHALL BE LINED. (EXCEPTION: DUCTS SERVING ONLY KITCHEN COOKING FACILITIES, AND BATHROOMS NEED NOT BE LINED.)
E. WALL MOUNTED LAVATORIES AND TOILETS ARE NOT PERMITTED ON SOUND RATED PARTITIONS.
F. COMBUSTION AIR, KITCHEN AND BATHROOM EXHAUST DUCTS WITHIN SOUNDSEPARATION ASSEMBLIES SHALL BE WRAPPED WITH APPROVED INSULATION.
3. ELECTRICAL REQUIREMENTS:
A. OUTLET BOXES MAY BE INSTALLED IN THE SOUND RATED WALLS AND CEILINGS AS FOLLOWS:
1) BOXES WHICH PENETRATE THE WALL IN ONE AREA OR OCCUPANCY SHALL
NOT BE INSTALLED IN THE SAME SPACE BETWEEN STUDS CONTAINING A BOX WHICH PENETRATES INTO ANOTHER AREA OR OCCUPANCY.
2) THERE SHALL BE ONE SOLID STUD BETWEEN OUTLET BOXES AND MINIMUM 24" SEPARATION FROM CENTER TO CENTER.
3) OUTLET BOXES SHALL HAVE A DEPTH OF NOT MORE THEN 1-1/2", SO AS TO ALLOW THE REQUIRED 2" UNCOMPRESSED INSULATION TO BE INSTALLED IN A STANDARD 2" X 4" WALL. ON WALLS OF DEEPER DIMENSIONS, BOXES OF GREATER DEPTH MAY BE USED.
4) BACK AND SIDES OF BOXES SHALL BE SEALED WITH 1/8" RESILIENT SEALANT AND BACKED WITH 2" MINIMUM MINERAL FIBER INSULATION (TV, TELEPHONE AND INTERCOM OUTLETS MUST BE INSTALLED IN BOXES ACCORDINGLY). 5) CONDUITS OR RACEWAYS (STUBOUTS) MAY PENETRATE THE SOUND RATED
WALLS OR CEILINGS, PROVIDED THE CONDUIT IS COVERED AT THE PENETRATION POINT WITH A PERMANENTLY RESILIENT SEALANT.
6) THE REQUIREMENTS FOR OUTLET BOXES INSTALLED FOR TELEVISIONS,
TELEPHONES AND THERMOSTATS (ELECTRICAL AND PNEUMATIC) SHALL BE THE SAME AS FOR RECEPTACLES OR SWITCHES. PLASTER RINGS, OPEN BACK BOXES, OR MOUNTING PLATES SHALL NOT BE PERMITTED.
7) WHERE METALLIC RACEWAYS MATERIAL (RIGID METAL CONDUIT, STEEL TUBE)
IS INSTALLED IN SOUND RATED FLOOR JOIST WITH A RESILIENT MATERIAL AT THE POINTS OF SUPPORT. AT THE POINT WHERE THE RACEWAYS PASS THROUGH
HOLES OR NOTCHES, CARE SHOULD BE TAKEN TO INSURE THAT THE RACEWAY DOES NOT TOUCH THE SURFACE OF THE JOISTS. THE RESILIENT MATERIAL USED MAY BE RUBBER, CARPET PADDING, OR OTHER APPROVED MATERIAL. 8) WHEN RIGID METALLIC RACEWAY IS INSTALLED IN THE FLOOR-CEILING SPACES, THE SPACE SHALL HAVE A MINIMUM OF 2" OF MINERAL INSULATION BELOW. CARE
SHOULD BE TAKEN DURING INSTALLATION OF THE RACEWAY TO ALLOW FOR THIS 2" OF NONCOMPRESSED INSULATION BELOW.
B. MINERAL FIBER INSULATION SHALL BE INSTALLED IN JOIST SPACES TO A POINT 12" BEYOND THE PIPE OR DUCT, WHENEVER A PLUMBING PIPE OR DUCT PENETRATES A FLOOR-CEILING ASSEMBLY FROM WITHIN A WALL.
C. SURFACE MATERIAL (INCLUDING CARPETS) ARE PART OF THE FLOOR-CEILING
ASSEMBLY AND MUST BE INSTALLED AND INSPECTED BEFORE THE CERTIFICATE OF OCCUANCY IS ISSUED.
DIVISION 22 - PLUMBING -
1. THE SIZES OF CUTS, NOTCHES, OR HOLES MADE INTO WOOD FRAME MEMBERS,
THROUGH WHICH PLUMBING OR WATER PIPING MAY PASS, MAY BE OF SUCH SIZING OR
SHAPE, AND SO LOCATED AS TO PERMIT A GENERAL DOWNWARD FREE MOVEMENT OF THE WOOD FRAMING, RELATIVE TO THE PLUMBING OR WATER PIPING OF 5/8" AT THAT LEVEL FOR EACH FLOOR BELOW THE NOTCH OR HOLE LEVEL. OBTAIN STRUCTURAL
ENGINEER'S PERMISSION IN WRITING BEFORE CUTTING OR NOTCHING STRUCTURAL MEMBER.
2. ALL WATER OUTLETS INCLUDING TUBS, SHOWERS AND LAVATORIES SHALL BE POSITIONED IN THE GYPSUM BOARD WALLS WITH 5/8" CLEAR AT TOP SHALL NOT BE FITTED WITH NON-HARDENING MASTIC AND COVERED WITH ESCUTCHEON PLATES.
3. IN COMPENSATING FOR MOVEMENT OF WOOD FRAMING IN EITHER DIRECTION, SWING
JOINTS, LOOPS, ACCEPTABLE SLEEVE CONNECTIONS, FLEXIBLE CONNECTORS, AND /OR
OTHER APPLICABLE TYPES OF JOINTS APPROPRIATELY LOCATED AT EACH FLOOR AND
ACCEPTABLE TO THE DEPARTMENT OF BUILDING AND SAFETY MAY BE USED IN LIEU OF CUTS, NOTCHES, OR HOLES AS SPECIFIED ABOVE. DETAILED INFORMATION SHOWING
PROPOSED METHOD MUST BE FURNISHED TO THE CONTRACTOR PRIOR TO ISSUANCE OF A PLUMBING PERMIT.
4. PLUMBING CLEAN OUTS SHALL NOT BE VISIBLE FROM LIVING, DINING AND HALL EXCEPT AS NOTED ON PLANS. CONTRACTOR TO VERIFY LOCATION WITH ARCHITECT.
5. ALL GAS PIPING SHALL HAVE JOINTS AT EACH FLOOR OR OTHER PLUMBING CODE APPROVED DEVICE FOR FLEXIBLE GAS PIPE INSTALLATION.
6. PROVIDE SWAY BRACING ON ANY PIPING SO DESIGNATED BY THE BUILDING INSPECTOR.
7. ALL WATER CLOSETS SHALL BE ULTRA FLUSH, LOW WATER CONSUMPTION FIXTURES.
8. UNLESS OTHERWISE INDICATED ON THE DRAWINGS ALL PLUMBING LINES,
ELECTRICAL CONDUIT, AND ALL OTHER PIPING TO RUN ABOVE LEVEL OF CEILING JOIST LINE. CONTRACTOR TO VERIFY ON ALL PLANS IF NO SOFFIT IS INDICATED THEN ALL PIPING TO BE NOTCHED OR BORED THRU PER BUILDING CODE ABOVE THE CEILING LINE.
SEE DIVISION 6 UNDER CARPENTRY.
9. ROOF DRAINAGE:
A. WHERE ROOF SYSTEMS ARE NOT DESIGNED TO SUPPORT ACCUMULATED WATER, THEY SHALL BE SLOPED FOR DRAINAGE.
B. UNLESS ROOFS ARE SLOPED TO BE DRAINED OVER ROOF EDGES OR DESIGNED TO SUPPORT ACCUMULATED WATER, ROOF DRAINS SHALL BE INSTALLED.
C. WHERE ROOF DRAINS ARE REQUIRED, OVERFLOW DRAINS OR SCUPPERS SHALL BE PROVIDED.
D. ROOF DRAINS DISCHARGING WATER WITHIN 25 FEET OF A STREET PROPERTY LINE MUST BE CONDUCTED UNDER SIDEWALK. ALL ROOF DRAINAGE SHALL BE CONDUCTED TO THE STREET BY MEANS OF APPROVED NON-EROSIVE DEVICE.
E. OVERFLOW DRAIN LINES SHALL BE INDEPENDENT FROM THE ROOF DRAIN LINES.
10. FIRE SPRINKLER SYSTEMS MUST BE APPROVED BY PLUMBING DIVISION PRIOR TO FINAL OCCUPANCY. CONTRACTOR TO PROVIDE DESIGN BUILD OF ENTIRE SYSTEM AND
OBTAIN ALL NECESSARY APPROVAL FROM PLUMBING DIVISION, BUILDING DEPARTMENT, AND STATE FIRE MARSHALL.
11. ALL GAS APPLIANCES EXCEPT WATER HEATERS AND RANGE TOP BURNERS SHALL BE EQUIPPED WITH INTERMITTENT IGNITION DEVICES.
DIVISION 23 - MECHANICAL -
1. GAS SHUT-OFF: SHALL BE PROVIDED OUTSIDE THE BUILDING AND SHALL BE CONSPICUOUSLY MARKED.
2. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS
LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED
TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING.
3. DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAUGE SHEET STELL OR
OTHER APPROVED MATERIAL AND THERE SHALL BE NO OPENINGS FROM THE DUCTS INTO THE GARAGE.
4. FAN EXHAUST SYSTEMS:
A. FOR MECHANICAL VENTILATION SYSTEMS USED IN LIEU OF REQUIRED WINDOWS AT
TOILET ROOMS, LAUNDRIES, AND OTHER AREAS REQUIRING WINDOWS, PROVIDE A FAN
EXHAUST SYSTEM OPERABLE FROM LIGHT SWITCH WHICH PROVIDES FIVE AIR CHANGES PER HOUR DIRECT TO OUTSIDE AIR. MECHANICALLY OPERATED VENTILATING SYSTEM SHALL BE CAPABLE OF SUPPLYING A MINIMUM OF 5 CUBIC FEET PER MINUTE OF OUTSIDE AIR PER OCCUPANT WITH A TOTAL CIRCULATED OF NOT LESS THAN 15 CUBIC FEET PER MINUTE PER OCCUPANT.
B. EVERY EXHAUST SYSTEM SHALL TERMINATE AT A POINT OUTSIDE OF THE BUILDING NOT LESS THAN 15 FT. FROM ANY OPENABLE WINDOW OR FRESH AIR INTAKE.
5. WATER HEATERS, BOILERS, AND STORAGE TANKS WITH NON-RIGID WATER CONNECTIONS SHALL BE STRAPPED FOR LATERAL SUPPORT. SEE DIVISION 1.
6. APPROVED GAS VENTS INSTALLED IN WALLS OR BUILDINGS 3 STORIES OR LESS IN HEIGHT (4 STORIES IF EQUIPPED WITH AN AUTOMATIC FIRE-EXTINGUISHING SYSTEM) NEED NOT BE ENCLOSED.
7. HEATING:
A. PLANS AND CALCULATIONS FOR THE CAPACITY OF THE COMFORT HEATERS SHALL BE SUBMITTED TO THE MECHANICAL BUREAU PRIOR TO INSTALLATION. SYSTEM SHALL BE CAPABLE OF MAINTAINING A MINIMUM ROOM TEMPERATURE OF 68°f AT A POINT 3 FEET FROM EXTERIOR WALLS IN ALL HABITABLE ROOMS AT THE DESIGN TEMPERATURE.
B. ALL HEATERS OR COOLING DUCTS LOCATED OUTSIDE THE BUILDING ENERGY
ENVELOP SHALL HAVE ALL JOINTS AND SEAMS SEALED AND SHALL BE INSULATED WITH A MINIMUM OF 1" THICK (0.6 KBS/CU. FT.) FIBROUS INSULATION.
8. PROVIDE BACK DRAFT DAMPERS IN ALL FAN SYSTEMS EXHAUSTING AIR FROM THE ENERGY ENVELOPE.
DIVISION 26 - ELECTRICAL -
1. LIGHTING SHALL CONFORM TO THE REQUIREMENTS OF THE GOVERNING ELECTRICAL CODE. SEE ELECTRICAL DRAWINGS AND NOTES.
2. UNLESS OTHERWISE INDICATED ON THE DRAWINGS ALL PLUMBING
LINES, ELECTRICAL CONDUIT, AND ALL OTHER PIPING TO RUN ABOVE LEVEL OF CEILING JOIST LINE. CONTRACTOR TO VERIFY ON ALL PLANS IF NO SOFFIT IS INDICATED THEN
ALL PIPING TO BE NOTCHED OR BORED THRU PER BUILDING CODE ABOVE THE CEILING LINE. SEE DIVISION 06 UNDER ROUGH CARPENTRY.
# DESCRIPTION DATE
10" MIN.
32" MIN CLR
48" MIN
24" MIN
28" MIN.
18"
17" MIN.
18" MIN.
11 TYPICAL RAMP SECTION
SCALE VARIES
10 SINGLE OCCUPANT TOILET
SCALE 1/2"=1'-0"
02 THRESHOLDS
SCALE FULL
04 PROTRUDING OBJECTS
SCALE 1/4"=1'-0"
06 HANDRAIL EXTENSIONS
SCALE 1/2" = 1'-0"
03 CLEARANCES
SCALE 1/2" = 1'-0"
05 REACH RANGES
SCALE 1/2" = 1'-0"
07 DRINKING FOUNTAIN
SCALE 1/2" = 1'-0"
09 SINK OR VANITY
SCALE 1/2" = 1'-0"
14 DOOR CONSTRUCTION
SCALE NTS
2'-3" OR BELOW
HIGHER THAN 2'-3"
80" MIN.
1/2" MAX.
4" MAX.
1/4
" MAX.
1/2" MAX
3'-4" MAX.
2'-10" MAX.
2'-5" MIN.
2'-3" MIN.
2'-0" MAX. DEPTH
FOR MIN. CLEARANCE
2'-0" MAX.
PROTRUDING OBJECTS
MAY NOT REDUCE THE
REQUIRED CLEAR WIDTH
OF AN ACCESSIBLE
ROUTE OR MANEUVERING
SPACE.
(WALKING PARALLEL TO A WALL)
ANY
AMOUNT
REQUIRED
CLEAR
WIDTH
3'-0" MIN.
1:2 SLOPE MAX
1 2
6" MAX TOE CLEARANCE
6" MAX TOE CLEARANCE
1'-5" MIN.
4'-0" MIN.
KNEE CLEARANCE 8" MIN.
FLOOR
SPACE
CLEAR
32" MIN.
1'-5" TO 1'-7" 2'-3" MIN. 9" MIN.
3'-0" MAX
1'-5" TO 1'-7"
EQUIPMENT PERMITTED IN
SHADED AREA
1'-7" MAX.
4'-0" MIN.
2'-6" MIN.
FLOOR
SPACE
CLEAR
1'-5" MIN. DEPTH
KNEE CLEARANCE 8" MIN.
9" MIN.
Y
HAS A CLOSER AND
2'-8" MIN.
10" MAX. 2'-6"
4'-0"
4'-0" MIN.
4'-0" MIN.
HAS A CLOSER
Y=4'-0" MIN. IF DOOR
NOTE: Y= 44" MIN.;
2'-0"
Y
SIDE REACH RANGE
9"
4'-6"
10"
4'-0"
2'-6"
2'-6"
NOTE: Y= 5'-0" MIN.
Y=4'-0" MIN. IF DOOR
NOTE: Y= 44" MIN.;
Y
4'-6"
NOTE: X =3'-0" MIN. IF Y=5'-0" MIN.
2'-0"
Y
X
FORWARD REACH RANGE
1'-3" MIN.
4'-0"
4'-0"
NOTE: X = 1'-0" IF DOOR HAS BOTH
A CLOSER AND A LATCH 4'-0"
X
5'-0"
1'-6"
30"X48" CLEAR FLOOR SPACE
GRAB BAR, 36" MIN.
GRAB BAR, 48" MIN.
C
L
60" MIN DIA.
X IS THE 1'-0" MINIMUM HANDRAIL EXTENSION
REQUIRED AT EACH TOP RISER
Y IS THE MINIMUM HANDRAIL EXTENSION OF 1'-0" PLUS
THE WIDTH OF ONE TREAD THAT IS REQUIRED AT EACH
BOTTOM RISER.
A A
1'-0" MIN
Y
1'-0"
X
LESS THAN 2'-3"
LESS THAN 2'-3"
INSULATE HOT WATER
PIPES AND DRAIN TO
PREVENT CONTACT
LINE OF REQUIRED
CLEARANCE
MIRROR
SMOOTH OR
UNINTERRUPTED
BOTTOM RAIL OR
INSTALL
SMOOTH PANEL
NOTE: LATCHING & LOCKING DOORS THAT ARE HAND
ACTIVATED & WHICH ARE
IN AN ACCESSIBLE 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
WITHOUT REQUIRING THE
ABILITY TO GRASP THE OPENING HARDWARE
(SEC. 10004.B.1)
A LATCH
1'-0" MIN
34" A.F.F.
1'-0" MIN
1 1/2" DIA. HANDRAIL
HAND
RAIL
SUPP
ORT
BRAC
KETS
@ 4'-0"
O.C.
MAX.SLOPE 1:12
ACCESSIBILITY GUIDELINES PROVIDED BY CHAPTER 11B CALIFORNIA BUILDING CODE 60" MIN.
40" MAX.
VARIES
2'-10" MIN
2'-5" MIN
3'-2" MAX.
6" MAX
2'-3" MIN
8" MIN
9"MIN
17" MIN
38"
VARIES
17"-19"17"
19" MIN.
-19"
2'-9"
17" MAX.17" MAX.
14"
14"
PROJECT NUMBER:
1729 21st STREET
SANTA MONICA, CA 90404
310.453.9611
www.belzbergarchitects.com
belzberg architects
2/18/2022 5:52:02 PM
DARROW OFFICE
BUILDING
February 18, 2022
21004
ADA DIAGRAMS
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
DEVELOPMENT PLAN
REVIEW
G120
NORTH
SCALE: 1/2" = 1'-0"
ADA DIAGRAMS
1 NORTH
SCALE: 1/2" = 1'-0"
ADA HEIGHTS
2 # DESCRIPTION DATE
12' - 10"
1A
13' - 7"
1D
3' - 1"
1F
8' - 8"
1B
31' - 7"
1N
5' - 0"
1D
14' - 10"
1A
16' - 0"
1P
1' - 6"
DN
1P
18' - 10"
1C
26' - 0"
1M
12' - 2"
1M
12' - 9"
1F
7' - 6"
1G
15' - 3"
1G
4' - 10"
1E
5' - 0"
1H
15' - " 7
1J
4' - 6"
1J
8' - 4"
1K
15' - " 1
1L
3' - 4"
1L
34' - 4"
3K
13' - 3"
3E
6' - 8"
3B
20' - 11"
3D
2' - 2"
3A
26' - 2"
EGRESS SEPARATION
8' - 0"
3C
23' - 0"
3J
20' - 8"
3I
7' - 0"
3P
11' - 9"
3N
8' - 4"
3M
18' - 9"
3L
75' - 5"
MAX OVERALL DIAGONAL
7' - 1"
20' - 8" 3F
3G
8' - 1"
3H
4' - 6"
2A
8' - 5"
2B
5' - 5"
2M
7' - 11"
2C
21' - 5"
2Q
15' - 11"
2S
10' - 9"
2R
8' - 4"
2W
16' - 6"
2W
8' - 2"
2T
8' - 4"
2Z
6' - 8"
2U
16' - 3"
2U
27' - 1"
2D
6' - 1"
2K
12' - 6"
2J
18' - 6"
2J
17' - 4"
2G
11' - 6"
2E 9' - 6"
2L
12' - 6"
2L
18' - 9"
2E
12' - 0"
2G
4' - 4"
2H
12' - 4"
2F
3' - 5"
2V
17' - 11"
2N
12' - 2"
2P
ROOM NUMBER
168
1 EXIT CAPACITY
ACTUAL EGRESS
OCCUPANCY OF DOOR OR
STAIR
MAXIMUM ALLOWABLE
EGRESS OCCUPANCY OF
DOOR OR STAIR
CODE PLAN LEGEND
DIRECTION OF TRAVEL
WITH PATH ID & DISTANCE
ACCESSIBLE AREA
1 HOUR FIRE RATED WALL
(TIGHT TO DECK ABOVE)
145'
1 HOUR FIRE RATED FLOOR
CONSTRUCTION, TYPICAL
103
ROOM NAME
PLUMBING OR DUCT SHAFT
RATED CONSTRUCTION
100SF
OCC. : A-1
OCC. LOAD : 1
AREA
OCCUPANT LOAD
OCCUPANCY
ROOM NAME
AREA TAG
EXIT SIGN
DIRECTION OF SIGN
DIRECTION OF ARROW ON SIGN
1A
535 SF
RETAIL
OCC. : M
110
269 SF
OFFICE
OCC. : B
106
177 SF
OFFICE
OCC. : B
111
464 SF
OPEN OFFICE
OCC. : B
101
89 SF
VESTIBULE
OCC. : M
107
75 SF
RESTROOM
OCC. : M
109
59 SF
RESTROOM
OCC. : M
108
131 SF
OFFICE
OCC. : B
102
139 SF
OFFICE
OCC. : B
103
79 SF
STORAGE
OCC. : B
104
38 SF
IT/AV
OCC. : B
105
62 SF
EV1
OCC. : B
EV1
441 SF
LOBBY
OCC. : B
100
106 SF
SA1
OCC. : B
SA1
180
13 16 SF
JC
OCC. : M
112
47 SF
TRASH
OCC. : B
113
17'- 11"
TRAVEL DISTANCE
FOR STAIR
MEASURED
PARALLEL TO
SLOPE OF STAIR
180
9 222 SF
EXT. COURTYARD
OCC. : B
114
180
11 PER CBC 303.1.2 LOBBY
#100 CLASSIFIED AS
GROUP B OCCUPANCY
117 SF
STAIR
OCC. : B
SA3
206 SF
OFFICE
OCC. : B
303
523 SF
CONFERENCE
OCC. : B
302
153 SF
LOUNGE
OCC. : B
301
87 SF
STAIR
OCC. : B
SB3
711 SF
ROOF TERRACE
OCC. : B
306
60 SF
ELEV
OCC. : B
EV3
332 SF
LOBBY
OCC. : B
300
75 SF
CLOSET
OCC. : B
305
53 SF
RESTROOM
OCC. : B
304
180
8 PER CBC 303.1.2 ROOF
TERRACE #306
CLASSIFIED AS GROUP B
OCCUPANCY
PER CBC 303.1.2
CONFERENCE RM. #302
CLASSIFIED AS GROUP B
OCCUPANCY
OPEN STAIR IN ACCORDANCE WITH CBC 1019.3.4
-AREA OF VERTICAL OPENING: 107 SF
-HORIZONTAL PROJECTED AREA OF STARIWAY: 71 SF
299 SF
OFFICE
OCC. : B
202
307 SF
OFFICE
OCC. : B
203
272 SF
OFFICE
OCC. : B
204
745 SF
OPEN OFFICE
OCC. : B
200
134 SF
OFFICE
OCC. : B
205
241 SF
EMPLOYEE LOUNGE
OCC. : B
211
145 SF
OFFICE
OCC. : B
206
155 SF
OCC. LOAD : 2
STAIR
OCC. : B
207
53 SF
OUTDOOR TERRACE
OCC. : B
14 247 SF
OUTDOOR PATIO
OCC. : B
212
61 SF
ELEVATOR
OCC. : B
EV2
74 SF
RESTROOM
OCC. : B
209
65 SF
RESTROOM
OCC. : B
210
92 SF
CORRIDOR
OCC. : B
208
176 SF
OFFICE
OCC. : B
201
19'- 11"
14'- 4"
DISTANCES MEASURED
PARALELL TO SLOPE OF STAIR
180
11 OPEN
PER CBC 303.1.2 OUTDOOR PATIO
#212 CLASSIFIED AS GROUP B
OCCUPANCY
PROJECT NUMBER:
1729 21st STREET
SANTA MONICA, CA 90404
310.453.9611
www.belzbergarchitects.com
belzberg architects
2/18/2022 5:52:07 PM
DARROW OFFICE
BUILDING
February 18, 2022
21004
OCCUPANCY &
EGRESS
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
DEVELOPMENT PLAN
REVIEW
G140
OCC. OCCUPANCY GROUP
FIRE-RESISTANCE RATING PER 2019 CBC TABLE 601 & 602 ALLOW. BLDG HT, STORIES, & AREAS PER CBC TABLE 504.3, 504.4, & 506.2
ACTUAL BLDG HT
(S / FT)
REQ'D SEP. OF OCC.
PER CBC TABLE 508.4
CONST. TYPE
PRIMARY STRUCT.
FRAME
BEARING WALLS NONBEARING WALLS FLOOR CONST. & ASSOC.
SECONDARY MEMBERS
ROOF CONST. & ASSOC.
EXTERIOR INTERIOR EXTERIOR INTERIOR SECONDARY MEMBERS ALLOW. HT ALLOW. S ALLOW. A B, M B BUSINESS III A 1 2 1 0 1 1 40 3 27,000 3/40 N
M III A 1 2 1 0 1 1 40 2 27,000 3/40 N
MEANS OF EGRESS PER 2019 CBC CH. 10
OCC.
OCCUPANCY TABULATION PER CBC TABLE 1004.1.2 EGRESS WIDTHS PER OCCUPANT SERVED CBC SECTION 1005.3 EGRESS TRAVEL DISTANCES PER CBC TABLE 1006.2.1 & 1017.2 -
SPRINKLERED GREATEST ACTUAL
COMMON PATH OF
EGRESS TRAVEL
GREATEST ACTUAL EXIT
ACCESS TRAVEL
OCCUPANCY GROUP AREA SF TYPE SF PER OCCUPANT OCCUPANTS STAIRWAYS (0.3 in.) OTHER EGRESS (0.2 in.) DISTANCE MAX. COMMON PATH OF EGRESS
TRAVEL
MAX. EXIT ACCESS TRAVEL
DISTANCE
01 GROUND FLOOR
B BUSINESS AREAS 1,953 SF GROSS 150 18 5.4 3.6 100 300 - - M MERCANTILE 775 SF GROSS 60 15 4.5 3.0 75 250 - -
2,728 SF 33 9.9 6.6
02 SECOND FLOOR
B BUSINESS AREAS 3,065 SF GROSS 150 27 8.1 5.4 100 300 74'-9" 94'-8" 3,065 SF 27 8.1 5.4
03 THIRD FLOOR
B BUSINESS AREAS 2,188 SF GROSS 150 19 5.7 3.8 100 300 61'-11" 130'-4" 2,188 SF 19 5.7 3.8
7,981 SF 79 23.7 15.8
NORTH
SCALE: 1/8" = 1'-0"
01 GROUND FLOOR
1 NORTH
SCALE: 1/8" = 1'-0"
03 THIRD FLOOR 3
NORTH
SCALE: 1/8" = 1'-0"
02 SECOND FLOOR 2
B 7,557 SF 200 SF 18.89 18.89
MINIMUM PLUMBING FACILITIES PER 2019 CPC TABLE 422.1
OCC. AREA
OCCUPANT
LOAD
FACTOR SF
OCCUPANTS MEN WOMEN URINALS LAVATORIES DRINKING FOUNTAINS SERVICE SINKS
MEN WOMEN WC REQ'D WC PROVIDED WC REQ'D WC PROVIDED REQ'D PROVIDED
MEN WOMEN
DF REQ'D DF PROVIDED SERVICE SINK REQ'D
SERVICE SINK
LAV REQ'D LAV PROVIDED LAV REQ'D LAV PROVIDED PROVIDED
M 775 SF 200 SF 1.94 1.94 1
1 1
2 1
2 1 1 1
1 1
1 2
1 1
1 1
3 2
1 1
1 1 1
1 1
PER CBC 303.1.1 SMALL BUILDING AND TENANT SPACES:
A BUILDING OR TENANT SPACE USED FOR ASSEMBLY PURPOSES WITH AN OCCUPANT LOAD OF LESS THAN 50 PERSONS SHALL BE CLASSIFIED AS A GROUP B OCCUPANCY.
303.1.2 SMALL ASSEMBLY SPACES:
THE FOLLOWING ROOMS AND SPACES SHALL NOT BE CLASSIFIED AS ASSEMBLY OCCUPANCIES:
1. A ROOM OR SPACE USED FOR ASSEMBLY PURPOSES WITH AN
OCCUPANT LOAD OF LESS THAN 50 PERSONS AND ACCESSORY TO
ANOTHER OCCUPANCY SHALL BE CLASSIFIED AS A GROUP B OCCUPANCY OR AS A PART OF THAT OCCUPANCY.
2. A ROOM OR SPACE USED FOR ASSMBLY PURPOSES THAT IS LESS THAN 750 SF IN AREA AND ACCESSORY TO ANOTHER OCCUPANCY SHALL BE
CLASSIFIED AS A GROUP B OCCUPANCY OR AS PART OF THAT OCCUPANCY 2 1
85 85
6 5
85,500
55,500
NONE
NONE
PER CBC 1019.3.4:
EXIT ACCESS STAIRWAYS AND RAMPS IN BUILDINGS EQUIPPED
THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1, WHERE THE AREA OF THE VERTICAL OPENING
BETWEEN STORIES DOES NOT EXCEED TWICE THE HORIZONTAL
PROJECTED AREA OF THE STAIRWAY OR RAMP AND THE OPENING IS
PROTECTED BY A DRAFT CURTAIN AND CLOSELY SPACED SPRINKLERS IN ACCORDANCE WITH NFPA 13. IN OTHER THAN GROUP B AND M
OCCUPANCIES, THIS PROVISION IS LIMITED TO OPENINGS THAT DO NOT CONNECT MORE THAN FOUR STORIES.
# DESCRIPTION DATE
PROJECT NUMBER:
1729 21st STREET
SANTA MONICA, CA 90404
310.453.9611
www.belzbergarchitects.com
belzberg architects
2/18/2022 5:52:08 PM
DARROW OFFICE
BUILDING
February 18, 2022
21004
EGRESS CODE
COMPLIANCE
SUMMARY
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
DEVELOPMENT PLAN
REVIEW
G141
CBC TABLE 1006.3.2 EGRESS BASED ON OCCUPANT LOAD
EACH STORY AND OCCUPIED ROOF SHALL HAVE THE MINIMUM
NUMBER OF SEPARATE AND DISTINCT EXITS, OR ACCESS TO
EXITS, AS SPECIFIED IN TABLE 1006.3.2.
CBC SECTION 1006.3 ADJACENT STORY
THE PATH OF EGRESS TRAVEL TO AN EXIT SHALL NOT PASS
THROUGH MORE THAN ONE ADJACENT STORY.
CBC TABLE 1006.3.2 EGRESS BASED ON OCCUPANT LOAD
...THE REQUIRED NUMBER OF EXITS, OR EXIT ACCESS
STAIRWAYS OR RAMPS PROVIDING ACESS TO EXITS, FROM ANY
STORY OR OCCUPIED ROOF SHALL BE MAINTAINED UNTIL
ARRIVAL AT THE EXIT DISCHARGE OR A PUBLIC WAY.
CBC TABLE 1006.3.3(2) STORIES WITH ONE EXIT...
THE FIRST STORY ABOVE GRADE PLANE (GROUND FLOOR) FOR
B & M OCCUPANIES WITH MAXIMUM OCCUPANT LOAD OF 49 PER
STORY AND A MAXIMUM COMMON PATH OF EGRESS TRAVEL
DISTANCE OF 75 FT ARE ALLOWED.
THE SECOND STORY ABOVE GRADE PLANE (SECOND FLOOR)
FOR B OCCUPANIES WITH MAXIMUM OCCUPANT LOAD OF 29
PER STORY AND A MAXIMUM COMMON PATH OF EGRESS
TRAVEL DISTANCE OF 75 FT ARE ALLOWED.
GROUND FLOOR &
SECOND FLOOR
THIRD
FLOOR
GROUP B & M OCCUPANCIES DO NOT EXCEED THE
MAXIMUM OCCUPANT LOADS AND MAXIMUM COMMON
PATH OF EGRESS TRAVEL DISTANCES FOR EACH STORY.
THEREFORE, ONLY ONE EXIT IS REQUIRED FOR EACH
OCCUPANY ON THE GROUND FLOOR AND SECOND
FLOOR.
AN EXIT STAIR IS PROVIDED TO SERVE BOTH STORIES,
AND THE EXISTING HISTORIC STAIR WILL REMAIN AND
SERVE AS AN EXIT ACCESS STAIR AND SECOND MEANS
OF EGRESS FOR THE SECOND STORY.
CBC SECTION 1016.2 EGRESS THROUGH INTERVENING SPACES
2. EGRESS FROM A ROOM OR SPACE SHALL NOT PASS
THROUGH ADJOINING OR INTERVENING ROOMS OR AREAS,
EXCEPT WHERE SUCH ADJOINING ROOMS OR AREAS AND THE
AREA SERVED ARE ACCESSORY TO ONE OR THE OTHER, ARE
NOT GROUP H OCCUPANCY AND PROVIDE A DISCERNABLE
PATH OF EGRESS TRAVEL TO AN EXIT.
MEANS OF EGRESS
CODE REFERENCE NOTES ON PROPOSED DESIGN
THE THIRD FLOOR IS REQUIRED TO HAVE TWO EXITS OR
ACCESS TO EXITS.
MEANS OF EGRESS FROM THIRD FLOOR INCLUDES ONE
EXIT STAIRWAY AND ONE EXIT ACCESS STAIRWAY THAT
PASSES THROUGH THE SECOND FLOOR TO AN EXIT PER
CBC SECTION 1006.3.
THE EXISTING HISTORIC STAIR CONNECTING THE EXIT
DOOR FRONTING CHARLEVILLE BLVD TO THE SECOND
FLOOR WILL REMAIN AND SERVE AS AN EXIT ACCESS
STAIR AND SECOND MEANS OF EGRESS THROUGH TO
EXIT DISCHARGE AT GRADE.
CODE REFERENCE NOTES ON PROPOSED DESIGN
CBC TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCE
FOR B OCCUPANCIES IN A SPRINKLERED BUILDING THE
MAXIMUM EXIT ACCESS TRAVEL DISTANCE IS 300 FT.
THE BUILDING IS PROPOSED TO BE FULLY SPRINKLERED
ALLOWING A MAXIMUM EXIT ACCESS TRAVEL DISTANCE
OF 300 FT.
THE MAXIMUM EXIT ACCESS TRAVEL DISTANCE
PROPOSED IS 120 FT.
EXIT ACCESS TRAVEL DISTANCE
CBC SECTION 1007.1.1 TWO EXITS OR EXIT ACCESS DOORWAYS
WHERE TWO EXITS, EXIT ACCESS DOORWAYS, EXIT ACCESS
STAIRWAYS OR RAMPS, OR ANY COMBINATION THEREOF, ARE
REQUIRED FROM ANY PORTION OF THE EXIT ACCESS, THEY
SHALL BE PLACED A DISTANCE APART EQUAL TO NOT LESS
THAN ONE-HALF OF THE LENGTH OF THE MAXIMUM OVERALL
DIAGONAL DIMENSION OF THE BUILDING OR AREA TO BE
SERVED MEASURED IN A STRAIGHT LINE BETWEEN THEM.
EXCEPTION 2
WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN
AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH
SECTION 903.3.1.1 OR 903.3.1.2, THE SEPARATION DISTANCE
SHALL BE NOT LESS THAN ONE-THIRD OF THE LENGTH OF THE
MAXIMUM OVERALL DIAGONAL DIMENSION OF THE AREA
SERVED.
THE MAXIMUM DIAGONAL DIMENSION OF THE AREA
SERVED IS 75'-5". ONE THIRD OF THAT DIMENSION IS 25'-2".
THE DISTANCE BETWEEN PROPOSED EXIT AND EXIT
ACCESS STAIR IS 26'-2".
EXIT / EXIT ACCESS SEPARATION
ALL EXISTING EXTERIOR BALCONIES AND PROPOSED
EXTERIOR TERRACES ARE ACCESSORY TO THE
ADJOINING ROOMS THEY SERVE.
BALCONIES &
TERRACES
NOT APPLICABLE AS PROPOSED EXIT ACCESS STAIRWAYS
ONLY CONNECT STORIES, NOT LEVELS IN THE SAME
STORY.
BUILDING WILL BE EQUIPPED WITH AN AUTOMATIC
SPRINKLER SYSTEM. THEREFORE, EXIT ACCESS
STAIRWAYS NOT REQUIRED TO MAINTAIN 48" OF CLEAR
WIDTH BETWEEN HANDRAILS.
BUILDING WILL BE EQUIPPED WITH AN AUTOMATIC
SPRINKLER SYSTEM. THEREFORE, AN AREA OF REFUGE
AT STAIRWAYS IS NOT REQUIRED.
CBC SECTION 1009.3 STAIRWAYS
IN ORDER TO BE CONSIDERED PART OF AN ACCESSIBLE MEANS
OF EGRESS, A STAIRWAY BETWEEN STORIES SHALL COMPLY
WITH...
CBC SECTION 1009.3.1
EXIT ACCESS STAIRWAYS THAT CONNECT LEVELS IN THE SAME
STORY ARE NOT PERMITTED AS PART OF AN ACCESSIBLE
MEANS OF EGRESS.
CBC SECTION 1009.3.2
STAIRWAYS SHALL HAVE A CLEAR WIDTHOF 48 INCHES
MINIMUM BETWEEN HANDRAILS
EXCEPTION: THE CLEAR WIDTH OF 48 INCHES BETWEEN
HANDRAILS IS NOT REQUIRED IN BUILDINGS EQUIPPED
THROUGHOUT WITH AN AUTOMATIC SPRINKLER INSTALLED IN
ACCORDANCE WITH SECTION 903.3.1.1.
CBC SECTION 1009.3.3
STAIRWAYS SHALL...INCORPORATE AN AREA OF REFUGE...
EXCEPTION #2: AREAS OF REFUGE ARE NOT REQUIRED AT
STAIRWAYS IN BUILDINGS EQUIPPED THROUGHOUT WITH AN
AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE
WITH SECTION 903.3.1.1.
EXIT ACCESS STAIRWAYS SERVING AS
AN ACCESSIBLE MEANS OF EGRESS
COMPONENT
CBC 1019.3
...FLOOR OPENINGS CONTAINING EXIT ACCESS STAIRWAYS OR
RAMPS THAT DO NOT COMPLY WITH ONE OF THE CONDITIONS
LISTED IN THIS SECTION SHALL BE ENCLOSED WITH A SHAFT
ENCLOSURE CONSTRUCTED IN ACCORDANCE WITH SECTION
713.
4. EXIT ACCESS STAIRWAYS AND RAMPS IN BUILDINGS
EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER
SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1, WHERE THE
AREA OF THE VERTICAL OPENING BETWEEN STORIES DOES
NOT EXCEED TWICE THE HORIZONTAL PROJECTED AREA OF
THE STAIRWAY OR RAMP AND THE OPENING IS PROTECTED BY
A DRAFT CURTAIN AND CLOSELY SPACED SPRINKLERS IN
ACCORDANCE WITH NFPA 13.
THE HORIZONTAL PROJECTED AREA OF THE STAIRWAY IS
71 SF. THE AREA OF THE VERTICAL OPENING BETWEEN
THE SECOND AND THIRD STORIES IS 107 SF WHICH IS
LESS THAN TWICE THE HORIZONTAL PROJECTED AREA OF
THE STAIRWAY.
A DRAFT CURTAIN AND CLOSELY SPACED SPRINKLERS IN
ACCORDANCE WITH NFPA 13 WILL BE INSTALLED.
EXIT ACCESS STAIRWAYS
# DESCRIPTION DATE
DN DN
EXEMPT
AREA BOUNDARY
INCLUDED
1,922 SF
01. GROUND FLOOR -
OFFICE
814 SF
01. GROUND FLOOR -
RETAIL
61 SF
ELEVATOR
45 SF
TRASH
118 SF
STAIR
2,803 SF
02. SECOND FLOOR -
OFFICE
74 SF
ELEVATOR
171 SF
STAIR
1,350 SF
03. THIRD FLOOR -
OFFICE
73 SF
ELEVATOR
132 SF
STAIR
3,089 SF
OFFICE - GROUND
FLOOR
2,972 SF
OFFICE - SECOND
FLOOR
PROJECT NUMBER:
1729 21st STREET
SANTA MONICA, CA 90404
310.453.9611
www.belzbergarchitects.com
belzberg architects
2/18/2022 5:52:12 PM
DARROW OFFICE
BUILDING
February 18, 2022
21004
FAR CALCULATIONS
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
DEVELOPMENT PLAN
REVIEW
G150
SCALE: 1/8" = 1'-0"
01 GROUND FLOOR - PROPOSED
1 SCALE: 1/8" = 1'-0"
02 SECOND FLOOR - PROPOSED
2 SCALE: 1/8" = 1'-0"
03 THIRD FLOOR - PROPOSED
3 SCALE: 1/8" = 1'-0"
01 GROUND FLOOR - EXISTING 4
SCALE: 1/8" = 1'-0"
02 SECOND FLOOR - EXISTING 5
TOTAL OFFICE AREA EXISTING - 6,061 SF
AREA CALCULATIONS PER BHCC 10-3-100
FLOOR NAME AREA FAR
01 01. GROUND FLOOR - OFFICE 1,922 SF
01 01. GROUND FLOOR - RETAIL 814 SF
02 02. SECOND FLOOR - OFFICE 2,803 SF
03 03. THIRD FLOOR - OFFICE 1,350 SF
TOTAL SF 6,889 SF
TOTAL OFFICE AREA PROPOSED - 5,972 SF
TOTAL RETAIL AREA PROPOSED - 814 SF
MAXIMUM ALLOWED SF = 12,012 SF
TOTAL PROPOSED SF 1.15
MAXIMUM ALLOWED FAR = 2.00
# DESCRIPTION DATE
PROJECT NUMBER:
1729 21st STREET
SANTA MONICA, CA 90404
310.453.9611
www.belzbergarchitects.com
belzberg architects
2/18/2022 5:52:13 PM
DARROW OFFICE
BUILDING
February 18, 2022
21004
ALTA SURVEY
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
DEVELOPMENT PLAN
REVIEW
G160
# DESCRIPTION DATE
N
E
S
W
6:00 AM
5:44 AM
8:07 PM
June 21
6:00 AM
8:07 PM
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
N
E
S
W
9:00 AM
5:44 AM
8:07 PM
June 21
9:00 AM
8:07 PM
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
N
E
S
W
12:00 PM
5:44 AM
8:07 PM
June 21
12:00 PM
8:07 PM
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
S. SANTA MONICA BLVD.
N
E
S
W
3:00 PM
5:44 AM
8:07 PM
June 21
3:00 PM
8:07 PM
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
N
E
S
W
6:00 PM
5:44 AM
8:07 PM
June 21
6:00 PM
8:07 PM
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
N
E
S
W
8:07 PM
5:44 AM
8:07 PM
June 21
8:07 PM8:07 PM
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
N
E
S
W
7:57 AM
7:57 AM
5:47 PM
December 21
7:57 AM
5:47 PM
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
N
E
S
W
9:00 AM
7:57 AM
5:47 PM
December 21
9:00 AM
5:47 PM
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
N
E
S
W
12:00 PM
7:57 AM
5:47 PM
December 21
12:00 PM
5:47 PM
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
N
E
S
W
3:00 PM
7:57 AM
5:47 PM
December 21
3:00 PM
5:47 PM
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
N
E
S
W 5:47 PM
7:57 AM
5:47 PM
December 21
5:47 PM5:47 PM
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
PROJECT NUMBER:
1729 21st STREET
SANTA MONICA, CA 90404
310.453.9611
www.belzbergarchitects.com
belzberg architects
2/18/2022 5:52:27 PM
DARROW OFFICE
BUILDING
February 18, 2022
21004
SHADE AND
SHADOW STUDY
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
DEVELOPMENT PLAN
REVIEW
SUMMER EQUINOX - 3PM
SCALE: 1/32" = 1'-0" 4
SUMMER EQUINOX - 12PM
SCALE: 1/32" = 1'-0"
3 SUMMER EQUINOX - 9AM
SCALE: 1/32" = 1'-0"
2 SUMMER EQUINOX - SUNRISE
SCALE: 1/32" = 1'-0"
1 G170
SCALE: 1/32" = 1'-0"
SUMMER EQUINOX - 6PM
5 SCALE: 1/32" = 1'-0"
SUMMER EQUINOX - SUNSET
6 SCALE: 1/32" = 1'-0"
WINTER EQUINOX - SUNRISE 7 SCALE: 1/32" = 1'-0"WINTER EQUINOX - 9AM 8 SCALE: 1/32" = 1'-0"
WINTER EQUINOX - 12PM
9 SCALE: 1/32" = 1'-0"
WINTER EQUINOX - 3PM
10 SCALE: 1/32" = 1'-0"
WINTER EQUINOX - SUNSET 11
# DESCRIPTION DATE
UP
UP
DN UP
UP UP
12345
ABC
16'-0" 16'-0" 16'-0" 16'-0"
20'-0" 20'-0"
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
(E) BRICK LANDING AND
PLANTER AT ENTRY
CLERESTORY
WINDOWS @
5' AFF
LINE OF
OVERHANG
ABOVE
(E) CLERESTORY
WINDOWS @ 5' AFF
(E) EXTERIOR COURTYARD
PROJECT NUMBER:
1729 21st STREET
SANTA MONICA, CA 90404
310.453.9611
www.belzbergarchitects.com
belzberg architects
2/18/2022 5:50:59 PM
DARROW OFFICE
BUILDING
February 18, 2022
21004
GROUND FLOOR
EXISTING PLAN
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
DEVELOPMENT PLAN
REVIEW
A100
NORTH
SCALE: 1/4" = 1'-0"
GROUND FLOOR - EXISTING
1 # DESCRIPTION DATE
DN
DN
DN
1 2 3 4 5
A
B
C
16'-0" 16'-0" 16'-0" 16'-0"
OPEN TO BELOW
EXTERIOR PATIO
OPEN TO BELOW
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
(E) PLANTER IN
FLOOR
PROTECT HISTORIC
ARCHITECTURAL
SCREENING ELEMENTS
AND SUPPORTING
STRUCTURE
20'-0" 20'-0"
PROJECT NUMBER:
1729 21st STREET
SANTA MONICA, CA 90404
310.453.9611
www.belzbergarchitects.com
belzberg architects
2/18/2022 5:51:01 PM
DARROW OFFICE
BUILDING
February 18, 2022
21004
SECOND FLOOR
EXISTING PLAN
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
DEVELOPMENT PLAN
REVIEW
A101
NORTH
SCALE: 1/4" = 1'-0"
SECOND FLOOR-EXISTING
1 # DESCRIPTION DATE
1 2 3 4 5
A
B
C
CHARLEVILLE BLVD.
SANTA MONICA BLVD.
50'-0"
(E) WTR,
TYP.
(E) CURB (E) STREET TREE
9882 S. SANTA MONICA BLVD.
(COMMERCIAL)
(E) STREET TREE
9882 S. SANTA MONICA BLVD.
(COMMERCIAL)
(E) PARKING SIGN (E)PARKING MTR, TYP.
(E) SEWER
(E) WTR
(E) BOLLARD, TYP.
(E) GAS MTR, TYP.
(E) SEWER ACCESS
(E) SEWER ACCESS
(E) DRAIN
(E) STREET
LIGHTING
(E) POSTAL BOX
(E) PLANTING
(E) GAS MTR
GAS
(E) TRANSFORMER
(E) TRAFFIC SIGNAL
(E) STREET LIGHTING
(E) TRAFFIC LIGHT
(E) STREET LIGHTING
OVERHANG, TYP.
PROPERTY LINE
TOTAL AREA: 6,006 SF
(N) PLANTING
(E) TRAFFIC SIGNAL
(E) TRAFFIC LIGHT
(E) PLANTER
W/ TREE
(E) STORM DRAIN
(E) HISTORIC BRICK WALL
(E)
HEDGES @
ADJACENT
PROPERTY
P
R
O
P
E
R
T
Y LIN
E
50'-0"
PROPERTY LINE
120'-0"
(E) HISTORIC
ENTRY STAIR
UP UP
12'-3"
2 A400
(E) SEWER
5'-0"
5'-0"
NO SETBACK REQUIRED
38'-10" SETBACK
PARTIAL HEIGHT BRICK WALL (HISTORICAL ELEMENT TO
BE RESTORED)
NEW PLANTED AREA, TO BE DEVELOPED W/ LANDSCAPE
ARCHITECT
(N) CURB
LINE OF OVERHANG
ABOVE
01 STANDARD
EV CHARGING
02 STANDARD
EV CHARGING
03 VAN ACCESSIBLE
EV CHARGING
NEW PLANTED AREA
REQUIRED ACCESIBLE ROUTE FROM PUBLIC
ACCESS
(N) TRASH
ENCLOSURE
REFUSE AND
RECYCLING
(E) UTILITY
POLE
PROJECT NUMBER:
1729 21st STREET
SANTA MONICA, CA 90404
310.453.9611
www.belzbergarchitects.com
belzberg architects
2/18/2022 5:51:02 PM
DARROW OFFICE
BUILDING
February 18, 2022
21004
SITE PLAN
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
DEVELOPMENT PLAN
REVIEW
A110
NORTH
SCALE: 3/16" = 1'-0"
SITE PLAN
1 # DESCRIPTION DATE
UP
SD /
CMD
SD
1 A400
1 2 3 4 5
A
B
C
2 A401
1 A401
2 A400
10'-9"
12'-8 1/2"
121 SF
MECHANICAL
ROOM
001
ROOM NAME & NUMBER
DOOR NUMBER
PLAN SYMBOLS
WALL FRAMING TYPE
WINDOW WALL NUMBER / SKYLIGHT TYPE
MATERIAL TAG
1i
6 101
Bedroom
101
GYP-1
PLAN NOTES
1. EACH APPLIANCE PROVIDED AND INSTALLED MEETS ENERGY STAR IN AN ENERGY STAR DESIGNATION IS APPLICABLE FOR THAT APPLIANCE (4.210.1, 9.210.1)
2. THE FLOW RATES FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN TABLE 4.403.2 / TABLE 9.403.2 (4.303.1, 9.303.1). REFER TO GRN 16 ON G0.20.
3. BATHROOM FANS NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE
VENTILATION SYSTEM MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE (4.506.1, 9.506.1).
4. DIMENSIONS TO PARTITIONS ON FLOOR PLANS ARE TO FACE OF STUD OR FACE OF CONCRETE, UNLESS OTHERWISE NOTED. SEE A650 & A651 FOR
5. ALL ROOF RUNOFF TO DRAIN TO RAIN WATER STORAGE TANK. SEE PLUMBING AND CIVIL DRAWINGS.
EXHAUST FAN IN CEILING, ENERGY STAR
COMPLIANT. DUCTED TO TERMINATE
OUTSIDE THE BUILDING
COMBINATION SMOKE / CARBON MONOXIDE
DETECTOR
SMOKE DETECTOR
PROJECT NUMBER:
1729 21st STREET
SANTA MONICA, CA 90404
310.453.9611
www.belzbergarchitects.com
belzberg architects
2/18/2022 5:51:03 PM
DARROW OFFICE
BUILDING
February 18, 2022
21004
BASEMENT PLAN
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
DEVELOPMENT PLAN
REVIEW
A200
NORTH
SCALE: 1/4" = 1'-0"
BASEMENT PLAN
1 # DESCRIPTION DATE
UP
UP
DN
SD /
CMD
SD
1 A300
A300 3
1 A400
1 2 3 4 5
A
B
C
UP 6R UP 4R
16'-0" 16'-0" 16'-0" 16'-0"
20'-0" 20'-0"
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
2 A401
UP
TO BASEMENT
444 SF
OPEN OFFICE
101
520 SF
RETAIL
110
170 SF
OFFICE
111
217 SF
EXTERIOR
COURTYARD
112
251 SF
OFFICE
106
77 SF
VESTIBULE
107
69 SF
ALL GENDER
RESTROOM
109
52 SF
MENS RESTROOM
108
377 SF
LOBBY
100
127 SF
OFFICE
102
132 SF
OFFICE
103
73 SF
STORAGE
104
74 SF
STAIR
SA1
53 SF
ELEVATOR
EV1
29 SF
IT/AV
105
13 SF
JC
113
34 SF
ELEVATOR MECH
114
3'-9"
1 A401
2 A400
X112
X110
107B
107A
109 108
106
102
103
104
EV1
XSA1
X114
105
113
X101A
X101B
111
WW-1
4'-0"
1'-0"
X100B
WW-2
WW-3
WW-5 WW-4
WW-6
WW-7 WW-8
WW-9
WW-10
WW-11 WW-12
WW-13
LINE OF
OVERHANG ABOVE
11'-5 1/4"
6'-5 3/4"
11'-6 1/2"
2'-4 1/4"
BUILT IN
SEATING
X100A
ROOM NAME & NUMBER
DOOR NUMBER
PLAN SYMBOLS
WALL FRAMING TYPE
WINDOW WALL NUMBER / SKYLIGHT TYPE
MATERIAL TAG
1i
6 101
Bedroom
101
GYP-1
PLAN NOTES
1. EACH APPLIANCE PROVIDED AND INSTALLED MEETS ENERGY STAR IN AN ENERGY STAR DESIGNATION IS APPLICABLE FOR THAT APPLIANCE (4.210.1, 9.210.1)
2. THE FLOW RATES FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN TABLE 4.403.2 / TABLE 9.403.2 (4.303.1, 9.303.1). REFER TO GRN 16 ON G0.20.
3. BATHROOM FANS NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE
VENTILATION SYSTEM MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE (4.506.1, 9.506.1).
4. DIMENSIONS TO PARTITIONS ON FLOOR PLANS ARE TO FACE OF STUD OR FACE OF CONCRETE, UNLESS OTHERWISE NOTED. SEE A650 & A651 FOR
5. ALL ROOF RUNOFF TO DRAIN TO RAIN WATER STORAGE TANK. SEE PLUMBING AND CIVIL DRAWINGS.
EXHAUST FAN IN CEILING, ENERGY STAR
COMPLIANT. DUCTED TO TERMINATE
OUTSIDE THE BUILDING
COMBINATION SMOKE / CARBON MONOXIDE
DETECTOR
SMOKE DETECTOR
PROJECT NUMBER:
1729 21st STREET
SANTA MONICA, CA 90404
310.453.9611
www.belzbergarchitects.com
belzberg architects
2/18/2022 5:51:07 PM
DARROW OFFICE
BUILDING
February 18, 2022
21004
GROUND FLOOR
PLAN
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
DEVELOPMENT PLAN
REVIEW
A201
NORTH
SCALE: 1/4" = 1'-0"
GROUND FLOOR PLAN
1 # DESCRIPTION DATE
SD /
CMD
SD
UP
DN
UP
DN
ROOM NAME & NUMBER
DOOR NUMBER
PLAN SYMBOLS
WALL FRAMING TYPE
WINDOW WALL NUMBER / SKYLIGHT TYPE
MATERIAL TAG
1i
6 101
Bedroom
101
GYP-1
PLAN NOTES
1. EACH APPLIANCE PROVIDED AND INSTALLED MEETS ENERGY STAR IN AN ENERGY STAR DESIGNATION IS APPLICABLE FOR THAT APPLIANCE (4.210.1, 9.210.1)
2. THE FLOW RATES FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN TABLE 4.403.2 / TABLE 9.403.2 (4.303.1, 9.303.1). REFER TO GRN 16 ON G0.20.
3. BATHROOM FANS NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE
VENTILATION SYSTEM MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE (4.506.1, 9.506.1).
4. DIMENSIONS TO PARTITIONS ON FLOOR PLANS ARE TO FACE OF STUD OR FACE OF CONCRETE, UNLESS OTHERWISE NOTED. SEE A650 & A651 FOR
5. ALL ROOF RUNOFF TO DRAIN TO RAIN WATER STORAGE TANK. SEE PLUMBING AND CIVIL DRAWINGS.
EXHAUST FAN IN CEILING, ENERGY STAR
COMPLIANT. DUCTED TO TERMINATE
OUTSIDE THE BUILDING
COMBINATION SMOKE / CARBON MONOXIDE
DETECTOR
SMOKE DETECTOR
1 A300
A300
A300 3
2 1
A400
1 2 3 4 5
A
B
C
16'-0" 16'-0" 16'-0" 16'-0"
20'-0" 20'-0"
OPEN TO
BELOW
OPEN TO BELOW
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
OPEN TO BELOW
2 A401
BUILT IN MILLWORK @ BRACEFRAME
PANTRY
123 SF
OFFICE
206
321 SF
EMPLOYEE
LOUNGE/
KITCHEN
211
55 SF
MENS RESTROOM
210
66 SF
WOMENS
RESTROOM
209
130 SF
STAIR
SA2
289 SF
LIBRARY
202
290 SF
OFFICE
203
261 SF
OFFICE
204
162 SF
OFFICE
201
80 SF
CORRIDOR
208
53 SF
ELEVATOR
EV2
736 SF
OPEN OFFICE/
RECEPTION
200
52 SF
OUTDOOR
TERRACE
205
278 SF
OUTDOOR
TERRACE
212
142 SF
OFFICE
207
1 A401
2 A400
SA2
206
EV2
513
512
201
202
203
204
WW-4
WW-17
WW-16
WW-20
WW-14
WW-15
WW-21
WW-22
WW-23
WW-24
WW-25
WW-18
WW-19
4'-1 1/4"
1'-6"
207
PROJECT NUMBER:
1729 21st STREET
SANTA MONICA, CA 90404
310.453.9611
www.belzbergarchitects.com
belzberg architects
2/18/2022 5:51:12 PM
DARROW OFFICE
BUILDING
February 18, 2022
21004
SECOND FLOOR
PLAN
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
DEVELOPMENT PLAN
REVIEW
A202
NORTH
SCALE: 1/4" = 1'-0"
SECOND FLOOR PLAN
1 # DESCRIPTION DATE
SD /
CMD
SD
DN
DN
ROOM NAME & NUMBER
DOOR NUMBER
PLAN SYMBOLS
WALL FRAMING TYPE
WINDOW WALL NUMBER / SKYLIGHT TYPE
MATERIAL TAG
1i
6 101
Bedroom
101
GYP-1
PLAN NOTES
1. EACH APPLIANCE PROVIDED AND INSTALLED MEETS ENERGY STAR IN AN ENERGY STAR DESIGNATION IS APPLICABLE FOR THAT APPLIANCE (4.210.1, 9.210.1)
2. THE FLOW RATES FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN TABLE 4.403.2 / TABLE 9.403.2 (4.303.1, 9.303.1). REFER TO GRN 16 ON G0.20.
3. BATHROOM FANS NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE
VENTILATION SYSTEM MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE (4.506.1, 9.506.1).
4. DIMENSIONS TO PARTITIONS ON FLOOR PLANS ARE TO FACE OF STUD OR FACE OF CONCRETE, UNLESS OTHERWISE NOTED. SEE A650 & A651 FOR
5. ALL ROOF RUNOFF TO DRAIN TO RAIN WATER STORAGE TANK. SEE PLUMBING AND CIVIL DRAWINGS.
EXHAUST FAN IN CEILING, ENERGY STAR
COMPLIANT. DUCTED TO TERMINATE
OUTSIDE THE BUILDING
COMBINATION SMOKE / CARBON MONOXIDE
DETECTOR
SMOKE DETECTOR
1 A300
1 A400
1 2 3 4 5
A
B
C
2 A401
OPEN TO
BELOW
OPEN TO
BELOW
149 SF
LOUNGE
301
508 SF
CONFERENCE
302
53 SF
ELEVATOR
EV2
67 SF
CLOSET
305
98 SF
STAIR
SA3
198 SF
OFFICE
303
46 SF
RESTROOM
304
MEP
945 SF
OUTDOOR
TERRACE
306
PLANTER, TYP.
SKYLIGHT
1 A401
16'-0" 16'-0" 16'-0" 16'-0"
20'-0" 20'-0"
2 A400
SA3
304
EV3 305
X306
GRILL
OUTDOOR SINK &
CASEWORK
WW-27
WW-26
WW-28
WW-29
WW-30
WW-32
WW-33
WW-34
WW-35
WW-31
WW-36
PLANTER, TYP.
1'-6"
5'-0"
ROOF
ACCESS
HATCH
ABOVE
PROJECT NUMBER:
1729 21st STREET
SANTA MONICA, CA 90404
310.453.9611
www.belzbergarchitects.com
belzberg architects
2/18/2022 5:51:21 PM
DARROW OFFICE
BUILDING
February 18, 2022
21004
THIRD FLOOR PLAN
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
DEVELOPMENT PLAN
REVIEW
A203
NORTH
SCALE: 1/4" = 1'-0"
03 THIRD FLOOR
2 # DESCRIPTION DATE
SD /
CMD
SD
1 A300
A300
A300 3
2 1
A400
1 2 3 4 5
A
B
C
2 A401
DECK BELOW
AWNING OVER DECK BELOW
42" GLASS GUARDRAIL
SOLAR PANELS, TYP.
ROOF GUARD FOR MECH.
EQUIP. PER CBC 1015.6
1 A401
2 A400
ROOF DRAIN W/
OVERFLOW DRAIN
1/4"/1' MIN SLOPE
8 1/4" / 1'-0"
8 1/4" / 1'-0"
1/4"/1' MIN SLOPE
EXTG. 1/4"/1'
MIN SLOPE
EXTG. 1/4"/1'
MIN SLOPE
ROOF ACCESS
HATCH WITH RAIL
SYSTEM PER CMC
304.3 AND CBC 1015.7
OPEN TO
BELOW
ROOF COVERING TO
BE CLASS A
ROOM NAME & NUMBER
DOOR NUMBER
PLAN SYMBOLS
WALL FRAMING TYPE
WINDOW WALL NUMBER / SKYLIGHT TYPE
MATERIAL TAG
1i
6 101
Bedroom
101
GYP-1
PLAN NOTES
1. EACH APPLIANCE PROVIDED AND INSTALLED MEETS ENERGY STAR IN AN ENERGY STAR DESIGNATION IS APPLICABLE FOR THAT APPLIANCE (4.210.1, 9.210.1)
2. THE FLOW RATES FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN TABLE 4.403.2 / TABLE 9.403.2 (4.303.1, 9.303.1). REFER TO GRN 16 ON G0.20.
3. BATHROOM FANS NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE
VENTILATION SYSTEM MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE (4.506.1, 9.506.1).
4. DIMENSIONS TO PARTITIONS ON FLOOR PLANS ARE TO FACE OF STUD OR FACE OF CONCRETE, UNLESS OTHERWISE NOTED. SEE A650 & A651 FOR
5. ALL ROOF RUNOFF TO DRAIN TO RAIN WATER STORAGE TANK. SEE PLUMBING AND CIVIL DRAWINGS.
EXHAUST FAN IN CEILING, ENERGY STAR
COMPLIANT. DUCTED TO TERMINATE
OUTSIDE THE BUILDING
COMBINATION SMOKE / CARBON MONOXIDE
DETECTOR
SMOKE DETECTOR
PROJECT NUMBER:
1729 21st STREET
SANTA MONICA, CA 90404
310.453.9611
www.belzbergarchitects.com
belzberg architects
2/18/2022 5:51:25 PM
DARROW OFFICE
BUILDING
February 18, 2022
21004
ROOF PLAN
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
DEVELOPMENT PLAN
REVIEW
A204
# DESCRIPTION DATE
ELEVATION & SECTION SYMBOLS
CON-1
MATERIAL TAG
SEE SCHEDULE ON A6.00
ELEVATION & SECTION NOTES
1. SEE MATERIAL SCHEDULES ON A600.
1i
WINDOW WALL TAG
SEE SCHEDULE ON A6.10
EXTERIOR GRADE
-1'-6"
01 GROUND FLOOR
0'-0"
02 SECOND FLOOR
9'-8"
SECOND FLOOR CLG (E)
17'-7"
GROUND FLOOR CLG.
8'-2"
C B A
PAINT TO BE REMOVED
(SANDBLASTED OR SIM.) FROM
EXT. BRICK WALLS. BRICK TO
BE NATURAL FINISH, TYP.
EXTG.PAINTED METAL
LOUVERS TO BE RESTORED
OR REPLACED WITH SIM.
WINDOW FRAMES TO BE
RESTORED. EXTG GLAZING TO
BE REPACED, TBC.
EXT. STUCCO TO BE
REPAINTED, FINISH TBD
EXTG. STANDING SEAM TO BE
REPLACED WITH SIM.
MTL-7
STC-01
?
ADDITION ROOF
37'-0"
03 THIRD FLOOR
25'-0"
MAX ALLOWABLE HEIGHT
45'-0"
SECOND FLOOR CLG.
(PROPOSED)
21'-2"
2 A400
X114 XSA1
WW-2 WW-1
WW-3
WW-27 WW-26
04 T.O. STRUCTURE
39'-0"
EXTERIOR GRADE
-1'-6"
01 GROUND FLOOR
0'-0"
02 SECOND FLOOR
9'-8"
SECOND FLOOR CLG (E)
17'-7"
GROUND FLOOR CLG.
8'-2"
1 2 3 4 5
WINDOW FRAMES TO BE RESTORED. EXTG
GLAZING TO BE REPACED, TYP.
EXTG. PAINTED METAL
LOUVERS TO BE REPLACED
OR RESTORED
EXT. STUCCO TO BE
REPAINTED, FINISH TBD.
METAL FINS TO BE EXTENDED TO GROUND
FLOOR. FINISH TO MATCH FINS ABOVE
STANDING SEAM TO BE REPLACED WITH
SIM. SPEC TBC.
BRK-01
BRK-01
MTL-7
ADDITION ROOF
37'-0"
03 THIRD FLOOR
25'-0"
MAX ALLOWABLE HEIGHT
45'-0"
STC-01
STC-01
SOLAR PANELS
E
XIS
TIN
G
B
UILDIN
G
H
EIG
H
T (T.O. P
A
R
A
P
E
T)
23'-9"
MECHANICAL EQUIP. SCREENING
X100B
WW-5 WW-4 WW-2
WW-32 WW-30 WW-28
WW-3
04 T.O. STRUCTURE
39'-0"
A B C
BRK-01
2 A400
WW-22
WW-33 WW-32
X112 WW-10 X110
WW-6
WW-34
PROJECT NUMBER:
1729 21st STREET
SANTA MONICA, CA 90404
310.453.9611
www.belzbergarchitects.com
belzberg architects
2/18/2022 5:51:46 PM
DARROW OFFICE
BUILDING
February 18, 2022
21004
EXTERIOR
ELEVATIONS
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
DEVELOPMENT PLAN
REVIEW
A300
NORTH
SCALE: 3/16" = 1'-0"
EAST ELEVATION
1 NORTH
SCALE: 3/16" = 1'-0"
SOUTH ELEVATION
2 NORTH
SCALE: 3/16" = 1'-0"
WEST ELEVATION 3
# DESCRIPTION DATE
PROJECT NUMBER:
1729 21st STREET
SANTA MONICA, CA 90404
310.453.9611
www.belzbergarchitects.com
belzberg architects
2/18/2022 5:51:47 PM
DARROW OFFICE
BUILDING
February 18, 2022
21004
RENDERINGS
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
DEVELOPMENT PLAN
REVIEW
A301
SCALE: 3/4" = 1'-0"
EXTERIOR RENDERING - SW ELEV
2 SCALE: 3/4" = 1'-0"
EXTERIOR RENDERING - WEST ELEV. 3 SCALE: 3/4" = 1'-0"EXTERIOR RENDERING - SOUTH ELEV. 1 NTS NTS
NTS
# DESCRIPTION DATE
ELEVATION & SECTION SYMBOLS
CON-1
MATERIAL TAG
SEE SCHEDULE ON A6.00
ELEVATION & SECTION NOTES
1. SEE MATERIAL SCHEDULES ON A600.
1i
WINDOW WALL TAG
SEE SCHEDULE ON A6.10
EXTERIOR GRADE
-1'-6"
01 GROUND FLOOR
0'-0"
02 SECOND FLOOR
9'-8"
SECOND FLOOR CLG (E)
17'-7"
GROUND FLOOR CLG.
8'-2"
1 2 3 4 5
ADDITION ROOF
37'-0"
03 THIRD FLOOR
25'-0"
MAX ALLOWABLE HEIGHT
45'-0"
CLG. H
T. @
S
H
A
R
E
D
S
P
A
C
E
S, T
Y
P.
11'-6"
OFFICE
203
EMPLOYEE
LOUNGE/
KITCHEN
211
RETAIL
110
OPEN OFFICE
101
LOBBY
100
OFFICE
106
SECOND FLOOR CLG.
(PROPOSED)
21'-2"
OPEN OFFICE/
RECEPTION
200
OUTDOOR
TERRACE
212
CONFERENCE
302
OUTDOOR
TERRACE
306
EV2
EV1
EV3
305
SA2
204
SA3
8'-0" 12'-0" 3'-10" 3'-7" 7'-11" 1'-6" 8'-2" 1'-6"
00 BASEMENT FLOOR
-9'-2"
7'-8"
04 T.O. STRUCTURE
39'-0"
MECHANICAL EQUIPMENT
ENCLOSURE
PHOTOVOLTAIC PANEL
ARRAY
3'-6"
EXTERIOR GRADE
-1'-6"
01 GROUND FLOOR
0'-0"
02 SECOND FLOOR
9'-8"
SECOND FLOOR CLG (E)
17'-7"
GROUND FLOOR CLG.
8'-2"
5 4 3 2 1
ADDITION ROOF
37'-0"
03 THIRD FLOOR
25'-0"
MAX ALLOWABLE HEIGHT
45'-0"
SECOND FLOOR CLG.
(PROPOSED)
21'-2"
OFFICE
204
EXTERIOR
COURTYARD
112
OFFICE
103
OFFICE
207
OFFICE
303
STAIR
SA1
STAIR
SA3
OUTDOOR
TERRACE
306
STAIR
SA2
HATCHED AREA
REPRESENTS EXTERIOR
SPACES
SA2
SA3
204
WOMENS
RESTROOM
209
1'-6" 8'-2" 1'-6" 7'-11" 3'-7" 3'-10" 12'-0" 8'-0"
00 BASEMENT FLOOR
-9'-2"
7'-8"
04 T.O. STRUCTURE
39'-0"
PROJECT NUMBER:
1729 21st STREET
SANTA MONICA, CA 90404
310.453.9611
www.belzbergarchitects.com
belzberg architects
2/18/2022 5:51:53 PM
DARROW OFFICE
BUILDING
February 18, 2022
21004
BUILDING SECTIONS
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
DEVELOPMENT PLAN
REVIEW
A400
SCALE: 3/16" = 1'-0"
LONGITUDINAL SECTION A
1 SCALE: 3/16" = 1'-0"
LONGITUDINAL SECTION B
2 # DESCRIPTION DATE
EXTERIOR GRADE
-1'-6"
01 GROUND FLOOR
0'-0"
02 SECOND FLOOR
9'-8"
SECOND FLOOR CLG (E)
17'-7"
1 A400
GROUND FLOOR CLG.
8'-2"
C B A
ADDITION ROOF
37'-0"
03 THIRD FLOOR
25'-0"
MAX ALLOWABLE HEIGHT
45'-0"
217 SF
EXTERIOR
COURTYARD
112
52 SF
OUTDOOR
TERRACE
205
736 SF
OPEN OFFICE/
RECEPTION
200
162 SF
OFFICE
201
52 SF
MENS RESTROOM
108
77 SF
VESTIBULE
107
444 SF
OPEN OFFICE
101
SECOND FLOOR CLG.
(PROPOSED)
21'-2"
HATCHED AREA
REPRESENTS EXTERIOR
SPACES
SOLAR PANELS
CONFERENCE
302
OUTDOOR
TERRACE
306
OUTDOOR
TERRACE
205
6'-0" 2'-0" 12'-0" 3'-10" 3'-7" 7'-11" 1'-6" 8'-2" 1'-6" 2 A400
107B
202 203
00 BASEMENT FLOOR
-9'-2"
7'-8"
04 T.O. STRUCTURE
39'-0"
EXTERIOR GRADE
-1'-6"
01 GROUND FLOOR
0'-0"
02 SECOND FLOOR
9'-8"
SECOND FLOOR CLG (E)
17'-7"
GROUND FLOOR CLG.
8'-2"
A B C
ADDITION ROOF
37'-0"
03 THIRD FLOOR
25'-0"
MAX ALLOWABLE HEIGHT
45'-0"
SECOND FLOOR CLG.
(PROPOSED)
21'-2"
PROPOSED MECH. SCREEN
SOLAR PANELS
6'-0" 2'-0" 12'-0" 3'-10" 3'-7" 7'-11" 1'-6" 8'-2" 1'-6" OFFICE
106
OFFICE
102
OFFICE
103
OFFICE
207
OFFICE
206
OPEN OFFICE/
RECEPTION
200
OFFICE
303
LOUNGE
301
OUTDOOR
TERRACE
306
OPEN OFFICE
101
2 A400
102
00 BASEMENT FLOOR
-9'-2"
7'-8"
04 T.O. STRUCTURE
39'-0"
ELEVATION & SECTION SYMBOLS
CON-1
MATERIAL TAG
SEE SCHEDULE ON A6.00
ELEVATION & SECTION NOTES
1. SEE MATERIAL SCHEDULES ON A600.
1i
WINDOW WALL TAG
SEE SCHEDULE ON A6.10
PROJECT NUMBER:
1729 21st STREET
SANTA MONICA, CA 90404
310.453.9611
www.belzbergarchitects.com
belzberg architects
2/18/2022 5:51:56 PM
DARROW OFFICE
BUILDING
February 18, 2022
21004
BUILDING SECTIONS
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
DEVELOPMENT PLAN
REVIEW
CROSS SECTION B
SCALE: 3/16" = 1'-0"
2 CROSS SECTION A
SCALE: 3/16" = 1'-0"
1 A401
# DESCRIPTION DATE
1. GLAZING IN THE FOLLOWING LOCATIONS SHALL BE SAFETY GLAZING CONFORMING TO THE HUMAN IMPACT LOADS OF SECTION R308.3:
A) FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOOR ASSEMBLIES.
B) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24" ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THEN 60" ABOVE THE FLOOR OR WALKING SURFACE.
C) GLAZING IN AN INDIVIDUAL FIXED OR OPERTABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS:
1. EXPOSED AREAS OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET.
2. BOTTOM EDGE LESS THAN 18" ABOVE THE FLOOR
3. TOP EDGE GREATER THAN 36" ABOVE THE FLOOR
4. ONE OR MORE WALKING SURFACES WITHIN 36" HORIZONTALLY OF THE
GLAZING
D) GLAZING IN RAILINGS
E) GLAZING IN ENCLOSURES FOR OR WALLS FACING HOT TUBS, WHIRLPOOLS,
SAUNAS, SETAM ROOMS, BATHRUBS AND SHOWERS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE.
2. PER VHFHSZ ALL EXTERIOR GLAZING SHALL BE TEMPERED, INSULATING GLASS OR HAVE A FIRE RATING OF AT LEAST 20 MINUES.
3. CONTRACTOR TO VERIFY IN FIELD ALL WINDOW & WINDOW WALL OPENINGS
PRIOR TO FABRICATION
DOOR HARDWARE NOTES
1. ALL PIN-TYPE HINGES ACCESSIBLE FROM THE EXTERIOR SHALL HAVE NON REMOVABLE HINGE PINS. HINGES SHALL HAVE MIN. 1/4"Ø STEEL JAMB STUD WITH 1/4" MIN PROTECTION. STRIKE PLATE SHALL BE SECURED TO JAMBS WITH MIN 2.5" LENGTH SCREWS.
2. DEAD BOLTS SHALL HAVE HARDENED INSERTS, DEADLOCKING LATCH WITH KEY OPERATED LOCKS ON EXTERIOR. STRAIGHT DEAD BOLTS SHALL HAVE A MIN. THROW OF 1", EMBEDMENT OF NOT LESS THAN 5/8".
HOOKSHAPED OR EXPANDING LUG DEADBLOTS SHALL HAVE A MIN THROW OF 3/4". DOOR KNOBS AND DEADBOLT THUMB TURNS SHALL NOT BE SEPARATED BY MORE THAN 8 INCHES.
3. SLIDING DOORS SHALL BE PROVIDED WITH A DEVICE IN THE UPPER
CHANNEL TO PROHIBIT RAISING AND REMOVING OF THE PANEL IN THE CLOSED OR PARTIALLY OPEN POSITION. SLIDING GLASS DOORS SHALL BE
EQUIPPED WITH LOCKING DEVICES TO REMAIN INTACT WHEN TESTED PER SEC 6717.1.
GLAZING NOTES
PROJECT NUMBER:
1729 21st STREET
SANTA MONICA, CA 90404
310.453.9611
www.belzbergarchitects.com
belzberg architects
2/18/2022 5:51:58 PM
DARROW OFFICE
BUILDING
February 18, 2022
21004
WINDOW WALL
SCHEDULE
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
DEVELOPMENT PLAN
REVIEW
A610
GLAZING LEGEND
MARK MATERIAL DESCRIPTION COMMENTS
GLZ-1 (GLZ-1) GLASS, CLEAR TEMPERED CLEAR GLAZING, TEMPERED CLEAR TEMPERED GLAZING FOR EXTERIOR WINDOWS GLZ-03 <GLZ-3> GLASS, CLEAR TEMPERED 1/2" CLEAR GLAZING, TEMPERED CLEAR TEMPERED GLAZING FOR GUARDRAILS AND INTERIOR PARTITIONS
WINDOW WALL SCHEDULE
MARK SYSTEM AREA GLAZING TYPE FRAME TYPE COMMENTS
WW-36 FIXED 165 SF GLZ-1
WW-35 FIXED 60 SF GLZ-1
WW-34 FIXED 138 SF GLZ-1
WW-33 LIFT & SLIDE 223 SF GLZ-1
WW-32 LIFT & SLIDE 334 SF GLZ-1
WW-30 LIFT & SLIDE 169 SF GLZ-1
WW-28 FIXED 177 SF GLZ-1
WW-27 FIXED 399 SF GLZ-1
WW-26 FIXED 90 SF GLZ-1
WW-25 FIXED 180 SF GLZ-1
WW-24 LIFT & SLIDE 83 SF GLZ-1
WW-23 FIXED 113 SF GLZ-1
WW-20 FIXED 18 SF GLZ-1
WW-19 FIXED 28 SF GLZ-1
WW-18 FIXED 31 SF GLZ-1
WW-17 LIFT & SLIDE GLZ-1
WW-16 LIFT & SLIDE GLZ-1
WW-15 FIXED 18 SF GLZ-1
WW-14 FIXED 96 SF GLZ-1
WW-13 LIFT & SLIDE 113 SF GLZ-1
WW-12 FIXED GLZ-1
WW-11 FIXED 41 SF GLZ-1
WW-10 FIXED 75 SF GLZ-1
WW-9 FIXED 38 SF GLZ-1
WW-8 FIXED 15 SF GLZ-1
WW-7 FIXED 11 SF GLZ-1
WW-6 FIXED 78 SF GLZ-1
WW-5 FIXED 129 SF GLZ-1
WW-4 FIXED GLZ-1
WW-3 FIXED 69 SF GLZ-1
WW-2 FIXED 9 SF GLZ-1
WW-1 FIXED 23 SF GLZ-1
# DESCRIPTION DATE
1. GLAZING IN THE FOLLOWING LOCATIONS SHALL BE SAFETY GLAZING CONFORMING TO THE HUMAN IMPACT LOADS OF SECTION R308.3:
A) FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOOR ASSEMBLIES.
B) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24" ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THEN 60" ABOVE THE FLOOR OR WALKING SURFACE.
C) GLAZING IN AN INDIVIDUAL FIXED OR OPERTABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS:
1. EXPOSED AREAS OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET.
2. BOTTOM EDGE LESS THAN 18" ABOVE THE FLOOR
3. TOP EDGE GREATER THAN 36" ABOVE THE FLOOR
4. ONE OR MORE WALKING SURFACES WITHIN 36" HORIZONTALLY OF THE
GLAZING
D) GLAZING IN RAILINGS
E) GLAZING IN ENCLOSURES FOR OR WALLS FACING HOT TUBS, WHIRLPOOLS,
SAUNAS, SETAM ROOMS, BATHRUBS AND SHOWERS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE.
2. PER VHFHSZ ALL EXTERIOR GLAZING SHALL BE TEMPERED, INSULATING GLASS OR HAVE A FIRE RATING OF AT LEAST 20 MINUES.
3. CONTRACTOR TO VERIFY IN FIELD ALL WINDOW & WINDOW WALL OPENINGS
PRIOR TO FABRICATION
DOOR HARDWARE NOTES
1. ALL PIN-TYPE HINGES ACCESSIBLE FROM THE EXTERIOR SHALL HAVE NON REMOVABLE HINGE PINS. HINGES SHALL HAVE MIN. 1/4"Ø STEEL JAMB STUD WITH 1/4" MIN PROTECTION. STRIKE PLATE SHALL BE SECURED TO JAMBS WITH MIN 2.5" LENGTH SCREWS.
2. DEAD BOLTS SHALL HAVE HARDENED INSERTS, DEADLOCKING LATCH WITH KEY OPERATED LOCKS ON EXTERIOR. STRAIGHT DEAD BOLTS SHALL HAVE A MIN. THROW OF 1", EMBEDMENT OF NOT LESS THAN 5/8".
HOOKSHAPED OR EXPANDING LUG DEADBLOTS SHALL HAVE A MIN THROW OF 3/4". DOOR KNOBS AND DEADBOLT THUMB TURNS SHALL NOT BE SEPARATED BY MORE THAN 8 INCHES.
3. SLIDING DOORS SHALL BE PROVIDED WITH A DEVICE IN THE UPPER
CHANNEL TO PROHIBIT RAISING AND REMOVING OF THE PANEL IN THE CLOSED OR PARTIALLY OPEN POSITION. SLIDING GLASS DOORS SHALL BE
EQUIPPED WITH LOCKING DEVICES TO REMAIN INTACT WHEN TESTED PER SEC 6717.1.
GLAZING NOTES
PROJECT NUMBER:
1729 21st STREET
SANTA MONICA, CA 90404
310.453.9611
www.belzbergarchitects.com
belzberg architects
2/18/2022 5:51:59 PM
DARROW OFFICE
BUILDING
February 18, 2022
21004
DOOR SCHEDULE
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
DEVELOPMENT PLAN
REVIEW
A620
DOOR SCHEDULE
DOOR # FROM ROOM TO ROOM TYPE WIDTH HEIGHT
HW
GROUP DOOR TYPE FRAME TYPE COMMENTS
102 OPEN OFFICE OFFICE 3'-0" 8'-1"
103 OPEN OFFICE OFFICE 2'-10" 8'-1"
104 OPEN OFFICE STORAGE 2'-10" 7'-0"
105 OPEN OFFICE IT/AV 2'-8" 7'-0"
106 OFFICE OPEN OFFICE 3'-0" 8'-0"
107A OPEN OFFICE VESTIBULE 2'-10" 7'-0"
107B RETAIL VESTIBULE 2'-10" 7'-0"
108 VESTIBULE MENS RESTROOM 2'-10" 7'-0"
109 VESTIBULE ALL GENDER RESTROOM 2'-10" 7'-0"
111 OPEN OFFICE OFFICE 3'-0" 8'-1"
113 JC ALL GENDER RESTROOM 2'-6 15/32" 8'-1"
EV1 LOBBY ELEVATOR 5'-8" 7'-6"
X100A LOBBY 3'-3 23/32" 7'-10"
X100B C 2'-10 3/4" 6'-7 11/32"
X101A EXTERIOR COURTYARD OPEN OFFICE 4'-9 1/2" 8'-2"
X101B EXTERIOR COURTYARD OPEN OFFICE 4'-9 1/2" 8'-2"
X110 RETAIL C 3'-2" 7'-10"
X112 EXTERIOR COURTYARD C 3'-1 17/32" 7'-10"
X114 ELEVATOR MECH 3'-0" 7'-0"
XSA1 STAIR 3'-0" 7'-0"
201 OFFICE OPEN OFFICE/ RECEPTION 3'-0 21/32" 9'-6"
202 LIBRARY OPEN OFFICE/ RECEPTION 3'-0 3/8" 9'-6"
203 OFFICE OPEN OFFICE/ RECEPTION 3'-0 3/4" 9'-6"
204 OPEN OFFICE/ RECEPTION OFFICE 3'-0" 9'-6"
206 OFFICE OPEN OFFICE/ RECEPTION 3'-0" 9'-6"
207 OFFICE OPEN OFFICE/ RECEPTION 3'-0" 9'-6"
512 CORRIDOR WOMENS RESTROOM 3'-0" 7'-0"
513 CORRIDOR MENS RESTROOM 3'-0" 7'-0"
EV2 EMPLOYEE LOUNGE/ KITCHEN ELEVATOR 5'-8" 7'-6"
SA2 CORRIDOR STAIR 3'-0" 7'-0"
304 RESTROOM 3'-0" 7'-0"
305 CLOSET 3'-0" 7'-0"
EV3 ELEVATOR 5'-8" 7'-6"
SA3 STAIR 3'-0" 7'-0"
X306 OFFICE OUTDOOR TERRACE 2'-10 31/32" 11'-8"
CLOSET C 2'-7 3/4" 6'-0"
zzz CLOSET C 0'-4 1/4" 6'-0"
# DESCRIPTION DATE
ATTACHMENT 11
Notice of Public Hearing
OF DECEMBER 5, 2023 COUNCIL AGENDA REPORT
City Clerk’s Office
NOTICE OF PUBLIC HEARING
The Council of the City of Beverly Hills, at its regular meeting to be held on Tuesday, December 5, 2023, at 7:00 p.m., or as soon thereafter as the matter may be heard, in the Council Chamber of the City Hall, 455 N. Rexford Drive, Beverly Hills, CA 90210, will hold a public hearing to consider:
AN APPEAL OF THE PLANNING COMMISSION’S JULY 13, 2023 DECISION
APPROVING A DEVELOPMENT PLAN REVIEW AND HISTORIC
INCENTIVE PERMIT TO ALLOW FOR REHABILITATION OF AN
EXISTING TWO-STORY COMMERCIAL BUILDING AND A THIRD-STORY
ADDITION, ALONG WITH WAIVERS AND DEVIATIONS FROM CERTAIN DEVELOPMENT STANDARDS AT 9884 SOUTH SANTA MONICA
BOULEVARD
The proposed project consists ofthe construction of a third-story addition and rehabilitation of an existing two-story commercial building located at 9884 South Santa Monica Boulevard. The existing commercial building, generally referred to as the “Darrow Office Building”, was designed by John Lautner and Douglas Honnold, architects on the City’s List of Master Architects. The proposed 814 square-foot third-story addition would increase the height of the building by approximately 15’-3”, from 23’-9” to 39’-O”. Parking for the project would be provided at the rear of the property within a surface parking lot for three vehicles. As part of the Historic Incentive Permit request, the applicant is seeking approval of waivers or deviations from development standards relating to the minimum dimensions for rubbish storage facilities and on-site loading space requirements. The project site is located within the City’s C-3, Commercial Zone and MU, Mixed Use Overlay Zone.
On July 13, 2023, the Planning Commission adopted a resolution conditionally approving a Development Plan Review and Historic Incentive Permit to allow for the proposed project.
Subsequent to this approval, a timely appeal of the Planning Commission’s decision was filed on July 26, 2023. On September 12, 2023, the City Council set the appeal hearing date for the City Council’s regular meeting of December 5, 2023.
GdTM
City ofBeverly Hills 455 N. Rexford Drive Beverly Hills, California 90210 p (310) 285-1141f(310) 858-5966 BeverlyHils.org
ENVIRONMENTAL REVIEW
This project has been assessed in accordance with the authority and criteria contained in the California Environmental Quality Act (CEQA, Public Resources Code Sections 21000 et seq.), the State CEQA Guidelines (California Code of Regulations, Title 14, Sections 15000 et seq.), and the environmental regulations of the City. Upon review, the project appears to qualify for a Class 1 Categorical Exemption (Existing Facilities) and a Class 31 Categorical Exemption (Historical Resource Restoration/Rehabilitation) in accordance with the requirements of Sections 15301 and 15331 of the state CEQA Guidelines. Therefore, the City Council may find the project exempt from further review under CEQA.
HOW TO PARTICIPATE IN THE CITY COUNCIL MEETING
Please be advised that pre-entry metal detector screening requirements are now in place at City Hall. Members of the public are requested to plan visits accordingly. Members of the public may participate in the meeting by attending in-person or telephonically, and may view the meeting through live webcast or BHTV Channel 10 on Spectrum Cable. City Council meetings are broadcast on local Beverly Hills television and on other media platforms. Anyone who participates at the meeting and/or enters the City Council Chamber is subject to having their image displayed.
These recordings will remain publicly accessible in perpetuity.
Public Comment Participation:
• Oral Comment/Listen only: (310) 288-2288
• Email: cityc1erkDbeverlyhills.org
• Video (during public comment only): http://beverlyhills.org/comment • To Watch Video Live: http://beverlyhills.org/live or
• On-Demand: http://beverlyhills.org/citycouncilmeetings • In-Person: Submit a Speaker Card to the City Clerk at the meeting How to Submit Public Comment (Email/Video):
It is recommended that public written comments be submitted to the City Clerk’s office by 12:00 p.m. on the meeting date. Public comments will also be taken during the meeting when the topic is being reviewed by the City Council/Parking Authority. Written comments should identify the Agenda Item Number or Topic in the subject line of the email. The City Clerk will read only the first three minutes (approximately 350 words) of a written comment. In the event of a large number of written comments on one item, written comments may be summarized by the City Clerk’s Office. The entire written comment shall be archived in full as part of the record.
If a comment is received after the agenda item is heard, it will not be a part of the record. Public comment via video conference will be no longer than three (3) minutes per each individual comment, subject to City Council discretion based on the anticipated length in the meeting. In person speaker cards may be submitted to the City Clerk directly during the meeting.
City ofBeverly Hills 455 N. Rexford Drive Beverly Hills, California 90210 I t(310) 285-2400 f(310) 385-0862 I BeverlyHills.org Any interested person may participate in the meeting and be heard or present written comments to the City Council. According to Government Code Section 65009, if you challenge the Council’s action in court, you may be limited to raising only those issues you or someone else raised at the public hearing described in this notice, or in written correspondence delivered to the City, either at or prior to the public hearing.
In Person Participation:
All interested persons are invited to attend and speak on this matter in person. Please see the above information on the location and time of this meeting.
If there are any questions regarding this notice, please contact Edgar Arroyo, Senior Planner in the Planning Division at (310) 285-1138, or by email at [email protected]. Please also contact us to add your email to the interested parties list for this ordinance, so that important updates and notifications may be sent to you.
HUMA ARMED
City Clerk
Pursuant to the Americans with Disabilities Act, the City of Beverly Hills will make reasonable efforts to accommodate persons with disabilities. If you require special assistance, please call (310) 285-2400 (voice) or (310) 285-6881 (TTY). Providing at least forty-eight (48) hours advance notice will help to ensure availability of services. City Hall, including the Council Chamber and Room 280A, is wheelchair accessible.
The City Hall Council Chamber and Room 280A are also equipped with audio equipment for the hearing impaired.
City ofBeverly Hills 455 N. Rexford Drive Beverly Hills, California 90210 I t(310) 285-2400 f(310) 385-0862 BeverlyHills.org ATTACHMENT 12
Project Plans
OF DECEMBER 5, 2023 COUNCIL AGENDA REPORT
A101
A101
1 1
1 1
1 A101
SIM
EXTERIOR ELEVATION
BUILDING SECTION
INTERIOR ELEVATION
SPOT ELEVATION / CEILING TAG
SPOT ELEVATIONS ARE TO
FINISH GRADE, FLOOR, OR
CEILING, UNLESS OTHERWISE
NOTED.
1 RFI 101
A101
1 SIM
ENLARGED PLAN / DETAIL
REVISION CLOUD
DIMENSIONS
NOTE: PLAN DIMENSIONS OF
WALLS ARE TO FACE OF STUD,
CONCRETE, OR MASONRY
UNLESS OTHERWISE NOTED.
CENTERLINE
PROPERTY LINE
0 GRID BUBBLE
ROOM TAG
ROOM NAME
ROOM NUMBER
DOOR TAG
WINDOW TAG
WALL FRAMING TAG
MATERIAL TAG
101
6 LEVEL CHANGE /
SLAB DEPRESSION
10' - 0"
GYP-1
CON-1
1i
RC-1 LIGHTING TAG
SINK-4 PLUMBING FIXTURE TAG
A·6·B WALL FINISH TAG
5'-0"
1 Ref
1 Ref
1 Ref
1 Ref
BEDROOM
101
PROJECT
NORTH
S SANTA MONICA BLVD
N SANTA MONICA BLVD
CHARLEVILLE BLVD
DURANT DR
S LASKY DR
SPALDING DR
WILSHIRE BLVD
THE BEVERLY
HILTON
WALDORF
ASTORIA
THE PENINUSLA
B E L Z B E R G A R C H I T E C T S
L L P
ABBREVIATIONS SYMBOL LEGEND PROJECT DIRECTORY
ACOUSTICAL CEILING TILE
ABOVE FINISH FLOOR
ACCESSORY LIVING QUARTERS
ALTERNATE
AREA DRAIN
BEVERLY HILLS CITY CODE
BUILDING
BOTTOM
CALIFORNIA BUILDING CODE
CALIFORNIA BUILDING STANDARDS CODE
CAST IN PLACE
CENTER LINE
CEILING
CLEAR
COLUMN
CONCRETE
CONTINUOUS
CARPET
CERAMIC TILE
CONCRETE MASONRY UNIT
DIAMETER
DIMENSION
DOWN
DOWN SPOUT
DETAIL
DRAWING
EAST
EXISTING
EACH
ELEVATION
ELECTRIC(AL)
ELEVATOR
EQUAL
EXPOSED
FLOOR DRAIN
FINISH GRADE
FLOOR
FACE OF FINISH
FOOT
GAUGE
GLAZING
GYPSUM WALL BOARD
HOSE BIBB
HOLLOW CORE
HARDWARE
HOLLOW METAL
HORIZONTAL
HOUR
HEIGHT
HEATING, VENTILATION AND AIR
CONDITIONING
INSIDE DIAMETER
INSULATION
MATERIAL
MAXIMUM
MANUFACTURER
MINIMUM
MISCELLANEOUS
METAL
NEW
NORTH
NOT IN CONTRACT
NUMBER
NOT TO SCALE
ON CENTER
OUTSIDE DIAMETER
RADIUS/RISER
REFERENCE
REQUIRED
REVISION
RIGHT OF WAY
SOUTH
SOLID CORE
SIMILAR
SINGLE FAMILY DWELLING
SPECIFICATIONS
SLOPE TO DRAIN
STRUCTURAL
SQUARE FEET
STONE TILE
STUCCO
STEEL
STONE
TREAD
TOP OF BEAM
TOP OF CONCRETE
TOP OF FLOOR
TOP OF SLAB
TOP OF WALL
TERAZZO
TYPICAL
UNLESS NOTED OTHERWISE
VERTICAL
WEST
WOOD
WATERPROOF(ING)
ACT
AFF
ALQ
ALT
AD
BHCC
BLDG
BOT
CBC
CBSC
CIP
CL
CLG
CLR
COL
CONC
CONT
CPT
CT
CMU
DIA
DIM
DN
DS
DTL
DWG
E
(E)
EA
EL
ELEC
ELEV
EQ
EXP
FD
FG
FL
FOF
FT
GA
GLZ
GWB
HB
HC
HDWR
HM
HOR
HR
HT
HVAC
ID
INS
MAT
MAX
MFR
MIN
MISC
MTL
(N)
N
NIC
No
NTS
OC
OD
R
REF
REQ
REV
ROW
S
SC
SIM
SFD
SPEC
STD
STRUCT
SF
ST
STC
STL
STN
T
TOB
TOC
TOF
TOS
TOW
TRZ
TYP
UNO
VERT
W
WD
WP
APPLICABLE CODES
PROPERTY DESCRIPTION
REVISION SCHEDULE
ZONING CONFORMANCE SUMMARY
SHEET INDEX
VICINITY MAP
DESCRIPTION OF WORK
REQUESTED ENTITLEMENTS
DARROW OFFICE BUILDING
APRIL 27, 2023
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
PLANNING RESUBMITTAL
2022 CALIFORNIA BUILDING STANDARDS CODE (CCR, TITLE 24) INCLUDING ERRATA MADE EFFECTIVE THROUGH THE ISSUANCE DATE OF THESE PLANS.
BEVERLY HILLS CITY CODE ("BHCC"), TITLE 9 BUILDING AND PROPERTY HEALTH AND
SAFETY REGULATIONS INCLUDING ADOPTIONS AND AMENDMENTS TO PARTS OF THE 2019 CALIFORNIA BUILDING STANDARDS CODE.
PROPERTY ADDRESS
9884 S. SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
LEGAL DESCRIPTION
LOT 746 OF TRACT NO. 7710, IN THE CITY OF BEVERLY HILLS, COUNTY OF
LOS ANGELES, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 83, PAGES 94 AND 95 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER
OF SAID COUNTY
ASSESSOR'S PARCEL DETAILS
ASSESSOR'S ID NO. 4328-003-001
PROPERTY TYPE COMMERCIAL / INDUSTRIAL
TRACT # 7710
LOT # 746
YEAR BUILT 1947
EFFECTIVE YEAR BUILT 1949
LOT/PARCEL AREA (CALC.) 6,006 SF, 0.14 ACRES
PLANNING & ZONING
LAND USE COMMERCIAL LOW DENSITY GENERAL
ZONING AREA DESIGNATION CENTRAL AREA
ZONING C-3
R-ZONE NONE
PARKING ZONE NONE
SEISMIC FAULT ZONE YES
PREVIOUS / CURRENT USE
THE PREVIOUS USE OF THE BUILDING WAS MEDICAL OFFICES WITH GROUND FLOOR RETAIL.
IN JUNE 2021, INTERIOR NON-STRUCTURAL DEMOLITION AND RELATED ASBESTOS ABATEMENT WAS PERFORMED:
• PERMIT #BS2102940 ISSUED 6/14/2021 FINAL
• PERMIT #BS2102939 ISSUED 6/14/2021 FINAL
HEIGHT
MAX. ALLOWABLE HEIGHT PER CITY........................
EXISTING BUILDING HEIGHT.....................................
PROPOSED BUILDING HEIGHT.................................. *HEIGHT MEASURED PER BHCC 10-3-100
DEFINITION OF "HEIGHT OF BUILDING"
MAX. ALLOWABLE HEIGHT PER CBC........................
PROPOSED BUILDING HEIGHT................................. *HEIGHT MEASURED FROM GRADE PLANE TO
AVERAGE HEIGHT OF HIGHEST ROOF SURFACE
SETBACKS
NO SETBACKS ARE REQUIRED FOR
COMMERCIAL USE IN A COMMERCIAL ZONE
NET FLOOR AREA
EXISTING
• OFFICES.....................................................................
PROPOSED (TOTAL).................................................... • OFFICES..................................................................... • AREA OF PROPOSED ADDITION............................
FLOOR AREA RATIO (F.A.R.)
LOT AREA......................................................................
MAX. ALLOWABLE F.A.R..............................................
MAX. ALLOWABLE FLOOR AREA ...............................
EXISTING F.A.R.............................................................
PROPOSED F.A.R.........................................................
PARKING
EXISTING ON-SITE PARKING SPACES
• OFFICE........................................................................
ADDITIONAL PARKING SPACES REQUIRED
• OFFICE........................................................................
TOTAL PARKING SPACES PROPOSED
• OFFICE........................................................................
CONSTRUCTION
CONSTRUCTION TYPE.................................................
SPRINKLERS..................................................................
FIRE ALARMS.................................................................
Planning
SD DD PC CD
G100 COVER SHEET ● ● ● ○ ○
G101 GENERAL NOTES ● ● ● ○ ○
G102 GENERAL NOTES ● ● ● ○ ○
G120 ADA DIAGRAMS ● ● ● ○ ○
G140 OCCUPANCY & EGRESS ● ● ● ○ ○
G141 EGRESS CODE COMPLIANCE SUMMARY ● ● ● ○ ○
G150 FAR CALCULATIONS ● ● ● ○ ○
G160 ALTA SURVEY ● ● ● ○ ○
G161 ALTA SURVEY ● ● ●
G170 SHADE AND SHADOW STUDY - SUMMER EQUINOX ● ○ ● ○ ○
G171 SHADE AND SHADOW STUDY - SUMMER EQUINOX ● ○ ●
G172 SHADE AND SHADOW STUDY - WINTER EQUINOX ● ○ ●
G173 SHADE AND SHADOW STUDY - WINTER EQUINOX ● ○ ●
L0.0 COVER SHEET ● ○ ●
L0.1 GENERAL NOTES ● ○ ●
L2.0 GROUND LEVEL HARDSCAPE PLAN ● ○ ●
L2.2 SECOND FLOOR HARDSCAPE PLAN ● ○ ●
L2.3 THIRD FLOOR HARDSCAPE PLAN ● ○ ●
L3.0 GROUND LEVEL PLANTING PLAN ● ○ ●
L3.2 SECOND FLOOR PLANTING PLAN ● ○ ●
L3.3 THIRD FLOOR PLANTING PLAN ● ○ ●
L3.4 GROUND LEVEL PLANT IMAGES ● ○ ●
L3.5 SECOND FLOOR PLANT IMAGES ● ○ ●
L3.6 THIRD FLOOR PLANT IMAGES ● ○ ●
L3.7 ELEVATION ● ○ ●
L5.0 LANDSCAPE LIGHTING PLAN ● ○ ●
L5.1 LIGHTING CUT SHEET ● ○ ●
A100 GROUND FLOOR EXISTING PLAN ● ● ● ○ ○
A101 SECOND FLOOR EXISTING PLAN ● ● ● ○ ○
A110 SITE PLAN ● ● ● ○ ○
A200 BASEMENT PLAN ● ● ● ○ ○
A201 GROUND FLOOR PLAN ● ● ● ○ ○
A202 SECOND FLOOR PLAN ● ● ● ○ ○
A203 THIRD FLOOR PLAN ● ● ● ○ ○
A204 ROOF PLAN ● ● ● ○ ○
A300 EXTERIOR ELEVATIONS ● ● ● ○ ○
A301 EXTERIOR ELEVATIONS ● ●
A302 RENDERINGS ● ● ● ○ ○
A400 BUILDING SECTIONS ● ● ● ○ ○
A401 BUILDING SECTIONS ● ● ● ○ ○
A610 WINDOW WALL SCHEDULE ● ● ● ○ ○
A612 WINDOW WALL SCHEDULE-EXISTING WINDOWS ● ●
A620 DOOR SCHEDULE ● ● ● ○ ○
IMPACT REAL ESTATE GROUP, LLC
2029 CENTURY PARK EAST, SUITE 2980
LOS ANGELES, CA 90067
T: 310.552.2727
M&M&CO
26074 AVENUE HALL, SUITE 12
VALENCIA, CA 91355
T: 818.891.9100
SHERWOOD DESIGN ENGINEERS
2301 E 7TH ST SUITE A-238
LOS ANGELES, CA 90023
[email protected]
T:213.921.4623
STEPHEN BILLINGS LANDSCAPE ARCHITECTURE
12818 VENICE BLVD.
LOS ANGELES, CA 90066
[email protected]
T:323.894.7711
BELZBERG ARCHITECTS LLP
2740 MAIN STREET
SANTA MONICA, CA 90405
[email protected]
T: 310.453.9611
NOUS ENGINEERING, INC
600 WILSHIRE BLVD, SUITE 760
LOS ANGELES, CA 90017
[email protected]
T: 213.627.6687
GREEN DINOSAUR, INC
8695 WASHINGTON BLVD, #210
CULVER CITY, CA 90232
T: 213.455.3311
NOVUS
155 S. FAIR OAKS AVE.
PASADENA, CA 91105
[email protected]
TBC
OWNER & APPLICANT:
LAND SURVEYOR:
CIVIL ENGINEER:
LANDSCAPE ARCHITECT:
ARCHITECT:
STRUCTURAL ENGINEER:
SUSTAINABILITY & ENERGY:
MEP ENGINEER:
LIGHTING DESIGNER:
DESCRIPTION OF WORK:
EXISTING, TWO-STORY, COMMERCIAL OFFICE BUILDING IS AN HISTORIC RESOURCE DESIGNED BY JOHN LAUTNER, AN ARCHITECT NAMED ON THE CITY'S LIST OF LOCAL MASTER ARCHITECTS. SCOPE
OF WORK INCLUDES PRESERVATION AND RESTORATION OF EXISTING BUILDING FACADE, INTERIOR REMODEL OF THE EXISTING BUILDING, AND A ONE-STORY ADDITION. BUILDING TO BE USED FOR COMMERCIAL OFFICES.
45'-0" OR 3 STORIES PER BHCC 10-3-2726(A)
23'-9" (APPROXIMATE HEIGHT)
39'-0"
85'-0" AND 6 STORIES (CBC TABLE 504.3)
34'-4" AND 3 STORIES
6,288 SF
7,053 SF
7,053 SF
1,404 SF
6,006 SF
2.00 12,012 SF
1.04 1.17
7 (NON-CONFORMING)
4 (ONE PER 350 SF OF NEW AREA PROPOSED)
(1,404SF / 350 SF = 4 SPACES REQUIRED FOR
ADDITION)
3 (PROJECT EXEMPT FROM MINIMUM PARKING
REQUIREMENTS PER AB 2097)
III-A (PER BHCC 3701.1)
FULLY SPRINKLERED PER CBC 903.3.1.1
FIRE ALARM SYSTEM PER CBC 907.2 & NFPA 72
APPROVAL OF PROJECT AS DESCRIBED WITH DEVELOPMENT PLAN REVIEW.
APPROVAL TO DESIGNATE THE PROPERTY AN HISTORIC LANDMARK.
APPROVAL OF AN HISTORIC INCENTIVE PERMIT FOR THE FOLLOWING:
• RELIEF FROM MINIMUM STANDARDS FOR LOADING SPACES PER BHMC 10-3-2740: LOADING SPACE; MINIMUM STANDARDS FOR LOADING SPACES.
• RELIEF FROM REQUIRED MINIMUM DIMENSIONS FOR RUBBISH STORAGE ROOM DUE TO PROPOSED ADDITION PER BHMC 9-3-1: RUBBISH STORAGE AND HANDLING FACILITIES. # DESCRIPTION DATE
PROJECT NUMBER:
2740 MAIN STREET
SANTA MONICA, CA 90405
310.453.9611
www.belzbergarchitects.com
belzberg architects
APPLICANT
IMPACT REAL ESTATE GROUP, LLC
2029 CENTURY PARK EAST
SUITE 2980
LOS ANGELES, CA 90067
310.552.2727
[email protected]
ARCHITECT
BELZBERG ARCHITECTS LLP
2740 MAIN STREET
SANTA MONICA, CA 90405
BROCK DESMIT, R.A.
313.477.9477
[email protected]
4/28/2023 9:44:34 A
M
DARROW OFFICE
BUILDING
APRIL 27, 2023
21004
GENERAL NOTES
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
PLANNING RESUBMITTAL
G101
GENERAL NOTES
NOTES ON STRUCTURAL, ELECTRICAL, MECHANICAL AND PLUMBING PLANS ARE IN ADDITION TO THE FOLLOWING NOTES. IF CONFLICTING NOTES ARE FOUND, THE
CONTRACTOR SHALL BRING SUCH DISCREPANCY TO THE ATTENTION OF THE ARCHITECT AND RELEVANT CONSULTANTS.
DIVISION 01 - GENERAL REQUIREMENTS
THE CONTRACTOR AND ANY TIER SUBCONTRACTOR SPECIFICALLY REPRESENTS AND
WARRANTS TO THE OWNER THAT THE CONTRACT DOCUMENTS ARE SUFFICIENT TO
PERMIT CONTRACTOR AND ITS SUBCONTRACTOR(S) TO ESTABLISH THE CONTRACT SUM, TO PREPARE ANY REQUIRED SHOP DRAWINGS, AND TO PERFORM THE WORK. THE
CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY EACH SHEET, PLAN, ELEVATION, SECTION, INTERIOR ELEVATION, DETAIL, CONSULTANTS’
INFORMATION AND SPECIFICATION BOOK CONTENT SHALL BE BINDING TO EACHOTHER AND AS IF REQUIRED BY ALL. THE CONTRACTOR (AND ANY TIER SUBCONTRACTOR
UPON EXECUTION OF ANY SUBCONTRACT) FURTHER ACKNOWLEDGES AND DECLARES
THAT IT HAS VISITED AND EXAMINED THE SITE, EXAMINED ALL PHYSICAL, LEGAL AND
OTHER CONDITIONS AFFECTING THE WORK AND IS FULLY FAMILIAR WITH ALL OF THE CONDITIONS THEREON AND THEREUNDER AFFECTING THE SAME. IN CONNECTION
THEREWITH, CONTRACTOR (AND ANY TIER SUBCONTRACTOR UPON EXECUTION OF ANY
SUBCONTRACT), SPECIFICALLY REPRESENTS AND WARRANTS TO OWNER THAT IT HAS,
BY CAREFUL EXAMINATION, SATISFIED ITSELF AS TO AND SHALL NOT BE ENTITLED TO ANY INCREASE IN THE CONTRACT SUM OR CONTRACT TIME ON THE BASIS OF: (1) THE
NATURE, LOCATION, AND CHARACTER OF THE PROJECT AND THE SITE, INCLUDING,
WITHOUT LIMITATION, THE SURFACE CONDITIONS OF THE SITE AND ALL STRUCTURES
AND OBSTRUCTIONS THEREON AND THEREUNDER, BOTH NATURAL AND MAN-MADE, ALL
SURFACE AND SUBSURFACE WATER CONDITIONS OF THE SITE AND THE SURROUNDING AREA; (2) THE NATURE, LOCATION, AND CHARACTER OF THE GENERAL AREA IN WHICH
THE PROJECT IS LOCATED, INCLUDING, WITHOUT LIMITATION, ITS CLIMATIC
CONDITIONS, AVAILABLE LABOR SUPPLY AND LABOR COST, LOCATION OF STAGING AND
LAYDOWN AREAS, PARKING, CONSTRUCTION ACTIVITY ADJACENT TO THE PROJECT, AND AVAILABLE EQUIPMENT SUPPLY AND EQUIPMENT COSTS; (3) THE QUALITY AND
QUANTITY OF ALL MATERIALS, SUPPLIES, TOOLS, EQUIPMENT, LABOR, AND
PROFESSIONAL SERVICES NECESSARY TO COMPLETE THE WORK IN THE MANNER AND WITHIN THE COST AND TIME FRAME REQUIRED BY THE CONTRACT DOCUMENTS; AND (4)
ANY APPLICABLE FEDERAL, STATE AND LOCAL LAWS, ORDINANCES, RULES,
REGULATIONS OR ORDERS, INCLUDING, WITHOUT LIMITATION, INSPECTION PROCEDURES AND TIMING.
1A. THE GENERAL NATURE OF THESE NOTES SHALL IN NO WAY DIMINISH THE
CONTRACTOR AND SUB-CONTRACTORS FROM COMPLETING ALL WORK IN STRICT
CONFORMANCE WITH ALL ASPECTS OF APPLICABLE BUILDING CODES AND WITH OTHER RULES, REGULATIONS AND ORDINANCES GOVERNING THE PLACE OF THE BUILDING.
EACH SUB-CONTRACTOR SHALL BECOME FAMILIAR WITH ANY PART OF THE AFOREMENTIONED BUILDING CODES, RULES, ETC. THAT MAY AFFECT HIS WORK. IN THE
EVENT THE FOLLOWING CONSTRUCTION DOCUMENTS HAVE NOT INCLUDED DETAILS
PERTAINING TO SPECIFIC CONDITIONS, BY ACCEPTING THE CONTRACT, THE
CONTRACTOR AND SUBCONTRACTORS AGREE TO INCORPORATE AND BUILD TO THE PREVAILING BUILDING CODES, REGULATIONS AND INDUSTRY STANDARDS. 1B. THE FINAL SPECIFICATIONS MANUAL SHALL BE INCLUDED AS PART OF THE GENERAL CONTRACTOR'S CONTRACT. BY ACCEPTING THIS CONSTRUCTION SET AND
THE FINAL SPECIFICATIONS MANUAL, THE CONTRACTOR AGREES THAT ALL
INFORMATION CONTAINED IN ONE PAGE SHALL BE INCORPORATED AND COORDINATED
WITH INFORMATION CONTAINED ON EACH OF THE OTHER PAGES IN THE CONSTRUCTION SET AND FINAL SPECIFICATIONS MANUAL. THE GENERAL CONTRACTOR
IS RESPONSIBLE FOR DISTRIBUTING ALL DOCUMENTS AND INFORMATION AVAILABLE TO ALL SUB-CONTRACTORS. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO
ENSURE THAT EACH SUB-CONTRACTOR UNDERSTANDS THE NEEDS OF THEIR TRADE
WITH RESPECT TO OTHER TRADES GIVEN THE INTENT OF THE WORK AS DESCRIBED IN THE CONSTRUCTION SET AND FINAL SPECIFICATIONS MANUAL.
1C. THE OWNER AND ARCHITECT SHALL BE NOTIFIED IF QUESTIONS, DISCREPANCIES OR CONFLICTS ARE FOUND DURING THE REVIEW PERIOD PRIOR TO CONSTRUCTION.
ONCE UNDER CONSTRUCTION, SHOULD DISCREPANCIES ARISE BETWEEN INDIVIDUAL
DRAWINGS AND/OR SPECIFICATIONS, THE CONTRACTOR SHALL PURCHASE AND/OR
BUILD THE SOLUTION WHICH PROVIDES THE GREATEST DEGREE OF BUILDING
INTEGRITY WITH REGARD TO SAFETY AND DURABILITY WITHOUT COST TO THE OWNER OR ARCHITECT.
2. SCOPE OF PERMIT
A. LIMIT OF AUTHORIZATION. THE ISSUANCE OF A PERMIT IS NOT AN APPROVAL OR AN AUTHORIZATION OF THE WORK SPECIFIED THEREIN. A PERMIT IS MERELY AN
APPLICATION FOR INSPECTION, THE ISSUANCE OF WHICH ENTITLES THE PERMITTEE TO INSPECTION OF THE WORK, WHICH IS DESCRIBED THEREIN. PERMITS ISSUED UNDER
THE REQUIREMENTS OF THIS CODE SHALL NOT RELIEVE THE OWNER OF
RESPONSIBILITY FOR SECURING REQUIRED PERMITS FOR WORK TO BE DONE WHICH IS
REGULATED BY ANY OTHER CODE, DEPARTMENT OR DIVISION OF THE CITY IN WHICH THE WORK IS PERFORMED.
B. VALIDITY OF OTHER LAWS. NEITHER ISSUANCE OF A PERMIT NOR THE APPROVAL
OF THE BUILDING DEPARTMENT OF ANY DOCUMENT SHALL CONSTITUTE AN APPROVAL
OF ANY VIOLATION OF ANY PROVISION OF THIS CODE OR OF ANY OTHER LAW OR
ORDINANCE, AND A PERMIT OR OTHER DOCUMENT PURPORTING TO GIVE AUTHORITY TO VIOLATE ANY LAW SHALL NOT BE VALID WITH RESPECT THERETO.
3. ALL WORK, CONSTRUCTION AND MATERIALS SHALL COMPLY WITH ALL PROVISIONS
OF THE CURRENT EDITION OF THE GOVERNING BUILDING CODE AND WITH OTHER RULES, REGULATIONS, AND ORDINANCES GOVERNING THE PLACE OF THE BUILDING.
BUILDING CODE REQUIREMENTS AS INTERPRETED BY THE BUILDING OFFICIAL TAKE
PRECEDENCE OVER THE DOCUMENTS, AND IT SHALL BE THE RESPONSIBILITY OF
ANYONE SUPPLYING LABOR, MATERIAL OR BOTH TO INSTALL HIS WORK IN
CONFORMANCE WITH THE APPLICABLE CODES AT NO ADDITIONAL COST, AND TO BRING
TO THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES OR CONFLICTS BETWEEN THE REQUIREMENTS OF THE BUILDING CODE AND THE DRAWINGS. THE ABOVE SHALL APPLY TO ALL DIVISIONS.
DIVISION 6 – WOOD, PLASTICS, AND COMPOSITES
1. GENERAL: ALL REQUIREMENTS OF THE LOCAL BUILDING CODE SHALL BE MET.
2. FIRE STOPS FOR STUD WALLS AND PARTITIONS: ENCLOSED SPACES IN STUD WALLS,
PARTITIONS AND FURRED WALLS SHALL BE FIRE-STOPPED AT THE TOP AND BOTTOM AND ALSO AT THE MID-POINT IN WALLS MORE THAN 10 FEET HIGH. THE DISTANCE BETWEEN FIRE-STOPS IN WALLS AND PARTITIONS SHALL NOT EXCEED 10 FEET MEASURED HORIZONTALLY OR VERTICALLY. TOP AND BOTTOM PLATES WHICH FILL ALL SPACES BETWEEN STUDS AND FURRING SHALL BE CONSIDERED FIRE-STOPS.
3. NOTCHING & BORING: AT EXTERIOR WALLS AND BEARING WALLS STUDS SHALL NOT BE NOTCHED MORE THEN 25 % WIDTH OF STUD: AT NON-BEARING PARTITIONS NOT MORE THAN 40% WIDTH OF STUDS. BORED HOLES: MAX DIAMETER 40% ANY STUD AND 60% NON-BEARING STUD PARTITIONS OR IN ANY WALL WHERE EACH BORED STUD IS DOUBLED, PROVIDED NOT MORE THEN 2 SUCH SUCCESSIVE DOUBLED STUDS ARE SO BORED: NO BORED HOLE CLOSER THEN 5 / 8" TO EDGE OF STUD. VERIFY WITH STRUCTURAL DRAWINGS. (SEE DIVISION 22, PLUMBING NOTES WITHIN THESE GENERAL NOTES)
4. PENETRATIONS: PENETRATIONS IN WALLS REQUIRING PROTECTED OPENINGS SHALL BE FIRE-STOPPED. FIRESTOPPING SHALL BE AN APPROVED MATERIAL SECURELY
INSTALLED AND CAPABLE OF MAINTAINING ITS INTEGRITY WHEN SUBJECTED TO TEST
TEMPERATURES PRESCRIBED IN THE CALIFORNIA BUILDING CODE FOR THE SPECIFIC WALL OR PARTITION.
5. PROVIDE DRAFT STOPS FOR FLOOR-CEILING ASSEMBLIES. DRAFT STOPS ARE
REQUIRED ABOVE AND IN LINE WITH WALLS SEPARATING TENANT SPACES FROM EACH OTHER AND FROM OTHER USES.
DIVISION 7 - THERMAL & MOISTURE PROTECTION
1. ENERGY INSULATION
A. ALL NEW EXTERIOR WALLS SHALL BE INSULATED WITH BLANKET-TYPE MINERAL
FIBER OR GLASS FIBER INSULATION CONFORMING TO FEDERAL SPECIFICATION HH-1-521E WITH THERMAL RESISTANCE (R) CONFORMING TO THE VALUES SPECIFIED IN THE TITLE 24 REPORTS BUT NOT LESS THAN 13. BATTS SHALL BE KRAFT PAPER FACED.
B. ALL ROOF INSULATION SHALL BE INSULATED WITH BATT OR RIGID INSULATION (SEE
DWGS FOR LOCATION) WITH A THERMAL RESISTANCE (R) CONFORMING TO THE VALUES SPECIFIED IN THE TITLE 24 REPORTS BUT NOT LESS THAN 30.
C. ALL SLIDING GLASS DOORS AND WINDOWS SHALL BE CERTIFIED AND LABELED TO
SHOW CONFORMANCE WITH CURRENT AIR INFILTRATION STANDARDS OF THE AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI 134.1, ANSI 134.3, AND ANSI 134.4) WHEN TESTED IN ACCORDANCE WITH ASTM 283-7 WITH A PRESSURE DIFFERENTIAL OF
1.57 LB/SQ. FT.
D. REQUIRED TINTING AND GLAZING SHALL BE PERMANENTLY TINTED OR PERMANENTLY SURFACE-COATED BY THE MANUFACTURER OF THE GLAZING MATERIAL.
E. ALL RETURN PIPING AND ALL CONTINUOUSLY CIRCULATING DOMESTIC OR HEATING HOT WATER PIPING SHALL BE INSULATED AS REQUIRED BY THE PLUMBING DIVISION.
F. A CERTIFICATE OF COMPLIANCE SIGNED BY THE INSULATION CONTRACTOR AND GENERAL CONTRACTOR SHALL BE PROMINENTLY POSTED ON THE SITE. BLANK CERTIFICATES CAN BE OBTAINED AT ALL BUILDING DEPARTMENT OFFICES.
F. ALL GLAZING AND INSULATION SHALL CONFORM TO THE STATE INSULATION STANDARDS.
2. BELOW GRADE WATER-PROOFING: REQUIRED AT ALL WALLS BELOW GRADE THAT ENCLOSE USABLE SPACE AND BASEMENT FLOOR SLAB.
3. ROOF DRAINAGE: MINIMUM ROOF SLOPE SHALL BE 1/4" VERTICAL FOR EVERY 1'- 0" HORIZONTAL. PER SECTION 1101.11.2.2 OF THE CALIFORNIA PLUMBING CODE, THE
MAXIMUM HEIGHT OF THE ROOF DRAINS SHALL BE A HEIGHT TO PREVENT THE DEPTH
OF PONDING WATER FROM EXCEEDING THAT FOR WHICH THE ROOF WAS DESIGN AS DETERMINED BY SECTION 1101.11.1. IF SECONDARY DRAINS ARE NOT PRESENT ON THE
DRAWINGS, CONTRACTOR SHALL NOTIFY THE ARCHITECT, STRUCTURAL ENGINEER AND PLUMBING ENGINEER PRIOR TO COMMENCING RELATED PLUMBING WORK.
DIVISION 8 - OPENINGS
1. GLAZING:
A. GLASS THICKNESS, STRENGTH, MATERIALS AND METHOD OF INSTALLATION SHALL CONFORM WITH REQUIREMENTS OF LOCAL BUILDING CODES.
B. GLASS AND GLAZING IN LOCATIONS WHICH MAY BE SUBJECT TO HUMAN IMPACT
SUCH AS FRAMELESS GLASS DOORS, GLASS PANELS, GLASS EXIT AND ENTRANCE
DOORS, SLIDING GLASS DOORS, SHOWER DOORS, TUB ENCLOSURES, AND STORM DOORS SHALL MEET THE REQUIREMENTS SET FORTH IN THE LOCAL BUILDING CODE.
C. GLASS DOORS, ADJACENT PANELS AND ALL GLAZED OPENINGS WITHIN 18" OF THE ADJACENT FLOOR, WHOSE LEAST DIMENSION IS GREATER THAN 18", SHALL BE OF GLASS APPROVED FOR IMPACT HAZARD.
D. ALL GLASS MUST COMPLY WITH U.S. CONSUMER SAFETY PROTECTION COMMISSION REQUIREMENTS.
2. SMOKE AND DRAFT CONTROL: DOORS REQUIRED TO HAVE SMOKE AND DRAFT
CONTROL ASSEMBLIES SHALL BE PROVIDED WITH A GASKET SO INSTALLED AS TO
PROVIDE A SEAL WHERE THE DOOR MEETS THE STOP ON BOTH SIDES AND ACROSS THE TOP.
3. SECURITY PROVISIONS: ALL OPENINGS NOTED WITH SYMBOL ARE SECURITY OPENINGS AND THE FOLLOWING NOTES SHALL APPLY: GLAZED OPENINGS SHALL CONFORM TO THE REQUIREMENTS OF SECURITY PROVISION OF LOCAL BUILDING CODE.
ENTRY DOORS SHALL BE ARRANGED SO THAT THE OCCUPANT HAS A VIEW OF THE AREA IMMEDIATELY OUTSIDE THE DOOR. SUCH A VIEW MAY BE PROVIDED WITH A DOOR VIEWER.
4. DIMENSION & CONDITIONS AT THE JOB SITE SHALL BE VERIFIED BY THE CONTRACTOR(S). DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND
ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE ARCHITECT IN WRITING AND DRAWING FORM. CORRECTED DRAWINGS AND/OR INSTRUCTIONS SHALL BE ISSUED BY THE ARCHITECT PRIOR TO THE INSTALLATION OF ANY WORK.
5. SCAFFOLDING OR FALSEWORK: THE CONSTRUCTION AND DEMOLITION OF ANY BUILDING, STRUCTURE, SCAFFOLDING OR FALSE WORK MORE THAN 3 STORIES OR 36' IN HEIGHT, REQUIRES A PERMIT PRIOR TO THE ISSUANCE OF A BUILDING PERMIT.
6. CONSTRUCTION SAFETY:
A. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF LOCAL CODE.
B. PEDESTRIAN PROTECTION SHALL CONFORM TO THE REQUIREMENTS OF THE CALIFORNIA BUILDING CODE.
7. TEMPORARY TOILET: MAINTAIN SANITARY TOILET FACILITIES DURING CONSTRUCTION.
8. SITE COORDINATION: CONTRACTOR TO COORDINATE TRADES & EXISTING CONDITIONS WITH INSTALLATION & OPERATION FOR EACH SYSTEM.
9. STAIRS: PRIOR TO INSTALLATION OF ANY STAIR, THE CONTRACTOR SHALL VERIFY
THE RISE, RUN, HEADROOM AND THE NUMBERS OF TREADS AND RISERS, AND SHALL
NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWING AND THE ACTUAL FIELD CONDITIONS IN WRITING. SEE 'DIMENSIONS AND CONDITIONS' ABOVE.
10. GUARDRAILS: ALL UNENCLOSED FLOOR AND DOOR OPENINGS, OPEN AND GLAZED SIDES OF LANDINGS AND STAIRS,BALCONIES OR PORCHES WHICH ARE MORE THAN 30"
ABOVE GRADE, AND ROOFS USED FOR OTHER THAN SERVICE OF THE BUILDING SHALL BE PROTECTED BY A GUARDRAIL WITH A MINIMUM HEIGHT OF 42". OPEN GUARDRAILS
AND STAIR RAILINGS SHALL HAVE INTERMEDIATE RAILS OR AN ORNAMENTAL PATTERN SUCH THAT NO OBJECT 4" IN DIAMETER CAN PASS THROUGH. GUARD RAILS SHALL BE DESIGNED FOR 50. LB/FT. LATERAL LOAD AT EXIT FACILITIES SERVING AN OCCUPANT LOAD > 50, 20.LB/FT. LATERAL LOAD ELSEWHERE. SEE STRUCTURAL CALCULATIONS AND DETAILS.
11. BATHROOMS:
A. REFER TO SECTION 092900 – GYPSUM BOARD.
B. TOILET ROOM FLOORS SHALL HAVE A SMOOTH, HARD, NON-ABSORBENT, MATERIAL
SUCH AS PORTLAND CEMENT, CONCRETE, CERAMIC TILE, OR OTHER APPROVED MATERIAL WHICH EXTENDS UPWARD ONTO THE WALLS AT LEAST 5". WALLS WITHIN WATER CLOSET COMPARTMENTS AND WALLS WITHIN 2 FT. OF THE FRONT AND SIDES OF URINALS SHALL BE SIMILARLY FINISHED TO A HEIGHT OF 4 FT. MINIMUM.
C. PROVIDE TWO-HOUR CONSTRUCTION BEHIND ALL TUBS PLACED ADJACENT TO DIVISION WALLS.
D. SHOWERS: WALLS IN ALL OCCUPANCIES, SHALL BE FINISHED AS SPECIFIED IN SUBSECTION (B) ABOVE TO A HEIGHT OF 70" MINIMUM ABOVE THE DRAIN INLET. SEE ALSO SECTION 092900 – GYPSUM BOARD.
E. GLAZING AT SHOWERS AND TUBS: GLAZING USED IN DOORS AND PANELS OF
SHOWER AND BATHTUB ENCLOSURES SHALL BE FULLY TEMPERED / LAMINATED SAFETY GLASS OR APPROVED PLASTIC.
12. CEILING PROJECTIONS: THERE WILL BE NO PROJECTIONS, (LIGHT FIXTURES, ETC.) BELOW THE 7'-0" HIGH CEILINGS AT HALLWAYS, CLOSETS, KITCHENS, ETC. IF PROJECTIONS SUCH AS LIGHT FIXTURES ARE BELOW 7'-0" THEN THEY MUST PROJECT NO MORE THAN 4" FROM THE FINISH SURFACE.
13. TRASH ENCLOSURES: SHALL BE OF NON-COMBUSTIBLE CONSTRUCTION.
THE FOLLOWING SPECIFICATIONS SHALL APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS:
14. OPENINGS:
A. FLOOR - CEILING OR ROOF - CEILING OPENINGS.
B. OPENINGS IN WALLS AND PARTITIONS SHALL BE PROTECTED. WHERE FIRE-RATED
WALLS AND PARTITIONS REQUIRE PROTECTED OPENINGS, THE FOLLOWING PENETRATIONS INTO OR THROUGH SUCH CONSTRUCTION ARE PERMITTED:
1) COPPER OR FERROUS PIPES OR CONDUITS MAY PENETRATE WALLS OR PARTITIONS, IF FIRE STOPPED AS REQUIRED BY THE BUILDING CODE. 2) STEEL ELECTRICAL OUTLET BOXES NOT EXCEEDING 16 SQ. IN. IN AREA, PROVIDED THAT THE AREA OF SUCH OPENINGS DOES NOT AGGREGATE MORE THAN 100 SQ. IN.
FOR ANY 100SQ.FT. OF WALL OR PARTITION AREA. OUTLET BOXES ON OPPOSITE SIDES OF WALLS OR PARTITIONS SHALL BE SEPARATED BY A HORIZONTAL DISTANCE OF 24".
THE SPACE BETWEEN THE PENETRATING MATERIALS DESCRIBED IN ITEMS 1 & 2 MOVEMENT OF FLAMES AND GASES.
C. FLOORS: BUILDING PAPER SHALL BE LAID BETWEEN SUBFLOOR AND FINISHED FLOOR.
D. WALLS: 5/8" APPROVED TYPE "X" GYPSUM WALLBOARD FASTENED METAL STUDS PER BUILDING CODE; JOINTS CEMENTED, TAPED, SANDED, PRIMED AND PAINTED.
E. CEILINGS: ANY ASSEMBLY SPECIFIED PER LOCAL BUILDING CODE
16. PARTS OR PORTIONS OF STRUCTURES, NON-STRUCTURAL COMPONENTS AND
THEIR ANCHORAGE TO THE MAIN STRUCTURAL SYSTEM SHALL BE DESIGNED FOR LATERAL FORCES.
DIVISION 02 – EXISTING CONDITIONS
1. EXISTING CONDITIONS: ALL DEBRIS, MISCELLANEOUS FORMWORK, OR OTHER
REMNANT FROM PREVIOUS CONSTRUCTION OR DEMOLITION IS TO BE REMOVED FROM THE SITE PRIOR TO COMMENCING NEW WORK. THIS WORK IS DEEMED TO BE INCLUDED IN THE SCOPE OF WORK SET FORTH IN THESE DOCUMENTS.
4. SWINGING DOORS:
A. DOOR STOPS OF IN-SWINGING DOORS SEPARATING DWELLING UNITS FROM PUBLIC
AREAS SHALL BE OF ONE- PIECE CONSTRUCTION WITH THE JAMB OR JOINED BY A RABBET JOINT TO THE JAMB.
B. ALL PIN-TYPES HINGES WHICH ARE ACCESSIBLE FROM OUTSIDE THE SECURED AREA WHEN THE DOOR IS CLOSED SHALL HAVE NON-REMOVABLE HINGE PINS. IN ADDITION THEY SHALL HAVE MINIMUM 1 / 4" DIAMETER STEEL JAMB STUD WITH 1 / 4" MINIMUM
PROJECTION UNLESS THE HINGES ARE SHAPED TO PREVENT REMOVAL OF THE DOOR IF THE HINGE PINS ARE REMOVED.
C. THE STRIKE PLATE FOR LATCHES AND THE HOLDING DEVICE FOR PROJECTING
DEADBOLTS IN WOOD CONSTRUCTION SHALL BE SECURED TO THE JAMB AND THE WALL FRAMING WITH SCREWS OF NOT LESS THAN TWO 1-1/2" LENGTH.
D. DEADBOLTS SHALL CONTAIN HARDENED INSERTS.
E. STRAIGHT DEADBOLTS SHALL HAVE A MINIMUM THROW OF 1" AND EMBEDMENT OF NOT LESS THAN 5/8" INTO THE HOLDING DEVICE RECEIVING THE PROJECTED BOLT.
F. A HOOK-SHAPED OR AN EXPANDING-LUG DEADBOLT SHALL HAVE A MINIMUM THROW OF 3 /4".
G. GLASS DOORS SHALL HAVE TEMPERED/ LAMINATED GLAZING FULLY COMPLYING WITH THE LOCAL BUILDING CODE.
H. DOORS SHALL BE PROVIDED WITH A KEY-OPERATED LOCKS ON THE EXTERIOR AND
SHALL BE OPENABLE FROM THE INTERIOR WITHOUT A KEY, SPECIAL KNOWLEDGE OR SPECIAL EFFORT.
I. GLAZED OPENINGS WITHIN 40" OF THE LOCKING DEVICE OF THE DOOR OR
WINDOW SHALL BE FULLY TEMPERED GLASS OR APPROVED BURGLARY RESISTANT
MATERIAL, OR SHALL BE PROTECTED BY METAL BARS, SCREENS OR GRILLS HAVING A PATTERN SUCH THAT THE MAX. DIMENSION OF ANY OPENING DOES NOT EXCEED 2" J. DOOR LOCKING DEVICES SHALL BE A TYPE THAT WILL BE READILY DISTINGUISHABLE AS LOCKED. EXIT DOORS USED IN PAIRS SHALL HAVE APPROVED AUTOMATIC FLUSH BOLTS.
K. ONE-HOUR RATED DOOR ASSEMBLIES SHALL HAVE NON-COMBUSTIBLE STILES EXTENDING THE FULL WIDTH OF THE DOOR FRAME. THE ASSEMBLY SHALL BE CAPABLE OF WITHSTANDING A MAXIMUM 450 F TEMPERATURE RISE ABOVE AMBIENT TEMPERATURE AFTER 30 MINUTES OF FIRE TEST.
L. THE DOOR KNOB AND THE THUMB TURN WHICH OPERATES THE DEADBOLT SHALL NOT BE SEPARATED BY MORE THAN 8".
5. CYLINDER GUARDS: SHALL BE INSTALLED ON ALL CYLINDER LOCKS WHENEVER THE
CYLINDER PROJECTS BEYOND THE FACE OF THE DOOR OR IS OTHERWISE ACCESSIBLE TO GRIPPING TOOLS.
6. SCREENS, BARRICADES, AND FENCES: SHALL BE CONSTRUCTED OF MATERIAL
WHICH PRECLUDE HUMAN CLIMBING AND SHALL BE PROVIDED AT EVERY PORTION OF EVERY ROOF, BALCONY, OR SIMILAR SURFACE WHICH IS WITHIN 8' OF A UTILITY POLE OR SIMILAR STRUCTURE.
7. SLIDING GLASS DOORS/ WINDOWS:
A. SHALL BE EQUIPPED WITH LOCKING DEVICES AND SHALL BE SO CONSTRUCTED AND
INSTALLED THAT THEY MAY REMAIN INTACT AND ENGAGED WHEN SUBJECTED TO THE TESTS SPECIFIED IN THE LOCAL BUILDING CODE.
B. SHALL BE PROVIDED WITH A DEVICE IN THE UPPER CHANNEL OF THE MOVING PANEL
TO PROHIBIT RAISING AND REMOVING THE MOVING PANEL FROM ITS TRACK, IN THE CLOSED OR PARTIALLY OPEN POSITION.
8. METAL OR WOODEN OVERHEAD OR SLIDING DOORS SHALL BE SECURED WITH A CYLINDER LOCK, PADLOCK WITH A MIN. 9/32" DIAMETER HARDENED STEEL SHACKLE
AND BOLTED, HARDENED STEEL HASPS, METAL SLIDE BOARD, BOLT OR EQUIVALENT DEVICE UNLESS SECURED ELECTRICALLY OPERATED.
9. LOUVERED WINDOWS: SHALL BE PROTECTED BY METAL BARS OR GRILLS WITH OPENINGS THAT HAVE AT LEAST ONE DIMENSION OF 6" OR LESS, WHICH ARE CONSTRUCTED TO PRECLUDE HUMAN ENTRY. LOCKING DEVICES SHALL BE LOCATED AT THE INSIDE OF THE ADJACENT ROOM AT LEAST 24" FROM THE OPENING.
10. OTHER OPENABLE WINDOWS SHALL BE PROVIDED WITH SUBSTANTIAL LOCKING DEVICES.
11. ACRYLIC/ PLASTIC SKYLIGHTS: SYSTEMS SHALL CONFORM TO THE UNIFORM BUILDING CODE SECTION 2603.7.1
12. PROVIDE 32" WIDE DOORS TO ALL INTERIOR ACCESSIBLE ROOMS (6304.1) DIVISION 9 - FINISHES
1. INTERIOR FINISHES SHALL COMPLY WITH THE FLAME SPREAD AND SMOKE DENSITY REQUIREMENTS OF THE LOCAL BUILDING CODE. SEE FIRE GENERAL NOTES.
2. PLASTERED SURFACES: ON WALLS, CEILINGS, AND ROOF SOFFITS EXPOSED TO WEATHER SHALL HAVE EXTERIOR LATH AND PLASTER.
3. LATH AND WALLBOARD: IN-PLACE INSPECTION IS REQUIRED FOR ALL INTERIOR AND
EXTERIOR LATH AND/OR WALLBOARD BEFORE ANY PLASTERING IS APPLIED OR ANY JOINTS AND FASTENERS HAVE BEEN TAPED AND FINISHED.
4. DRYWALL:
A. DRYWALL SHALL CONFORM TO LOCAL BUILDING CODES.
B. DRYWALL LOCATED BEHIND REQUIRED NON-ABSORBENT SURFACES SHALL BE WATER-RESISTANT.
C. ALL DRYWALL SURFACES SHALL BE TAPED, PATCHED, SANDED, PRIMED, AND PAINTED (COLOR BY ARCHITECT) UNLESS NOTED OTHERWISE.
D. PROVIDE CORNER BEAD AND J-MOLD AT ALL EXPOSED DRYWALL EDGES AND TERMINATIONS.
# DESCRIPTION DATE
PROJECT NUMBER:
2740 MAIN STREET
SANTA MONICA, CA 90405
310.453.9611
www.belzbergarchitects.com
belzberg architects
APPLICANT
IMPACT REAL ESTATE GROUP, LLC
2029 CENTURY PARK EAST
SUITE 2980
LOS ANGELES, CA 90067
310.552.2727
[email protected]
ARCHITECT
BELZBERG ARCHITECTS LLP
2740 MAIN STREET
SANTA MONICA, CA 90405
BROCK DESMIT, R.A.
313.477.9477
[email protected]
4/28/2023 9:44:35 AM
DARROW OFFICE
BUILDING
APRIL 27, 2023
21004
GENERAL NOTES
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
PLANNING RESUBMITTAL
G102
DIVISION 13 - SPECIAL CONSTRUCTION
1. SOUND TRANSMISSION CONTROL: REFER TO STATE NOISE INSULATION STANDARDS FOR SOUND RATED PARTITIONS AND IMPACTED RATED FLOOR/CEILING ASSEMBLIES.
A. WALLS: SHALL HAVE AIRBORNE SOUND CONTROL WITH MINIMUM STC RATING OF 50.
B. FLOORS/CEILINGS: SHALL HAVE AIRBORNE SOUND CONTROL WITH MINIMUM STC RATING OF 50 AND IMPACT SOUND CONTROL WITH MINIMUM LLC RATING OF 50.
2. ADDITIONAL REQUIREMENTS:
A. AN APPROVED PERMANENT AND RESILIENT ACOUSTICAL SEALANT SHALL BE PROVIDED ALONG THE JOINT BETWEEN THE FLOOR AND THE SEPARATION WALLS.
B. ALL PENETRATIONS INTO SOUND RATED PARTITIONS OR FLOOR/CEILING ASSEMBLIES WILL BE SEALED WITH APPROVED RESILIENT SEALANT.
C. ALL RIGID CONDUIT, DUCTS, PLUMBING PIPES AND APPLIANCE VENTS LOCATED IN
SOUND ASSEMBLIES WILL BE ISOLATED FROM THE BUILDING CONSTRUCTION BY MEANS OF RESILIENT SLEEVES, MOUNTS OR MINIMUM 1/4" THICK APPROVED RESILIENT MATERIAL. (EXCEPTION: GAS PIPING NEED NOT BE ISOLATED).
D. METAL VENTILATING AND CONDITIONED AIR DUCTS LOCATED IN SOUND ASSEMBLIES SHALL BE LINED. (EXCEPTION: DUCTS SERVING ONLY KITCHEN COOKING FACILITIES, AND BATHROOMS NEED NOT BE LINED.)
E. WALL MOUNTED LAVATORIES AND TOILETS ARE NOT PERMITTED ON SOUND RATED PARTITIONS.
F. COMBUSTION AIR, KITCHEN AND BATHROOM EXHAUST DUCTS WITHIN SOUND- SEPARATION ASSEMBLIES SHALL BE WRAPPED WITH APPROVED INSULATION.
3. ELECTRICAL REQUIREMENTS:
A. OUTLET BOXES MAY BE INSTALLED IN THE SOUND RATED WALLS AND CEILINGS AS FOLLOWS:
1) BOXES WHICH PENETRATE THE WALL IN ONE AREA OR OCCUPANCY SHALL NOT BE
INSTALLED IN THE SAME SPACE BETWEEN STUDS CONTAINING A BOX WHICH PENETRATES INTO ANOTHER AREA OR OCCUPANCY.
2) THERE SHALL BE ONE SOLID STUD BETWEEN OUTLET BOXES AND MINIMUM 24" SEPARATION FROM CENTER TO CENTER.
3) OUTLET BOXES SHALL HAVE A DEPTH OF NOT MORE THEN 1-1/2", SO AS TO ALLOW THE REQUIRED 2" UNCOMPRESSED INSULATION TO BE INSTALLED IN A STANDARD 2" X 4" WALL. ON WALLS OF DEEPER DIMENSIONS, BOXES OF GREATER DEPTH MAY BE USED.
4) BACK AND SIDES OF BOXES SHALL BE SEALED WITH 1/8" RESILIENT SEALANT AND BACKED WITH 2" MINIMUM MINERAL FIBER INSULATION (TV, TELEPHONE AND INTERCOM OUTLETS MUST BE INSTALLED IN BOXES ACCORDINGLY).
5) CONDUITS OR RACEWAYS (STUBOUTS) MAY PENETRATE THE SOUND RATED WALLS
OR CEILINGS, PROVIDED THE CONDUIT IS COVERED AT THE PENETRATION POINT WITH A PERMANENTLY RESILIENT SEALANT.
6) THE REQUIREMENTS FOR OUTLET BOXES INSTALLED FOR TELEVISIONS,
TELEPHONES AND THERMOSTATS (ELECTRICAL AND PNEUMATIC) SHALL BE THE SAME AS FOR RECEPTACLES OR SWITCHES. PLASTER RINGS, OPEN BACK BOXES, OR MOUNTING PLATES SHALL NOT BE PERMITTED.
7) WHERE METALLIC RACEWAYS MATERIAL (RIGID METAL CONDUIT, STEEL TUBE) IS
INSTALLED IN SOUND RATED FLOOR JOIST WITH A RESILIENT MATERIAL AT THE POINTS OF SUPPORT. AT THE POINT WHERE THE RACEWAYS PASS THROUGH HOLES OR
NOTCHES, CARE SHOULD BE TAKEN TO INSURE THAT THE RACEWAY DOES NOT TOUCH THE SURFACE OF THE JOISTS. THE RESILIENT MATERIAL USED MAY BE RUBBER, CARPET PADDING, OR OTHER APPROVED MATERIAL.
8) WHEN RIGID METALLIC RACEWAY IS INSTALLED IN THE FLOOR-CEILING SPACES, THE SPACE SHALL HAVE A MINIMUM OF 2" OF MINERAL INSULATION BELOW. CARE SHOULD BE TAKEN DURING INSTALLATION OF THE RACEWAY TO ALLOW FOR THIS 2" OF NONCOMPRESSED INSULATION BELOW.
B. MINERAL FIBER INSULATION SHALL BE INSTALLED IN JOIST SPACES TO A POINT 12"
BEYOND THE PIPE OR DUCT, WHENEVER A PLUMBING PIPE OR DUCT PENETRATES A FLOOR-CEILING ASSEMBLY FROM WITHIN A WALL.
C. SURFACE MATERIAL (INCLUDING CARPETS) ARE PART OF THE FLOOR-CEILING
ASSEMBLY AND MUST BE INSTALLED AND INSPECTED BEFORE THE CERTIFICATE OF OCCUANCY IS ISSUED.
DIVISION 22 - PLUMBING -
1. THE SIZES OF CUTS, NOTCHES, OR HOLES MADE INTO WOOD FRAME MEMBERS,
THROUGH WHICH PLUMBING OR WATER PIPING MAY PASS, MAY BE OF SUCH SIZING OR
SHAPE, AND SO LOCATED AS TO PERMIT A GENERAL DOWNWARD FREE MOVEMENT OF THE WOOD FRAMING, RELATIVE TO THE PLUMBING OR WATER PIPING OF 5/8" AT THAT LEVEL FOR EACH FLOOR BELOW THE NOTCH OR HOLE LEVEL. OBTAIN STRUCTURAL
ENGINEER'S PERMISSION IN WRITING BEFORE CUTTING OR NOTCHING STRUCTURAL MEMBER.
2. ALL WATER OUTLETS INCLUDING TUBS, SHOWERS AND LAVATORIES SHALL BE POSITIONED IN THE GYPSUM BOARD WALLS WITH 5/8" CLEAR AT TOP SHALL NOT BE FITTED WITH NON-HARDENING MASTIC AND COVERED WITH ESCUTCHEON PLATES.
3. IN COMPENSATING FOR MOVEMENT OF WOOD FRAMING IN EITHER DIRECTION, SWING
JOINTS, LOOPS, ACCEPTABLE SLEEVE CONNECTIONS, FLEXIBLE CONNECTORS, AND /OR
OTHER APPLICABLE TYPES OF JOINTS APPROPRIATELY LOCATED AT EACH FLOOR AND
ACCEPTABLE TO THE DEPARTMENT OF BUILDING AND SAFETY MAY BE USED IN LIEU OF CUTS, NOTCHES, OR HOLES AS SPECIFIED ABOVE. DETAILED INFORMATION SHOWING
PROPOSED METHOD MUST BE FURNISHED TO THE CONTRACTOR PRIOR TO ISSUANCE OF A PLUMBING PERMIT.
4. PLUMBING CLEAN OUTS SHALL NOT BE VISIBLE FROM LIVING, DINING AND HALL EXCEPT AS NOTED ON PLANS. CONTRACTOR TO VERIFY LOCATION WITH ARCHITECT.
5. ALL GAS PIPING SHALL HAVE JOINTS AT EACH FLOOR OR OTHER PLUMBING CODE -
APPROVED DEVICE FOR FLEXIBLE GAS PIPE INSTALLATION.
6. PROVIDE SWAY BRACING ON ANY PIPING SO DESIGNATED BY THE BUILDING INSPECTOR.
7. ALL WATER CLOSETS SHALL BE ULTRA FLUSH, LOW WATER CONSUMPTION FIXTURES.
8. UNLESS OTHERWISE INDICATED ON THE DRAWINGS ALL PLUMBING LINES,
ELECTRICAL CONDUIT, AND ALL OTHER PIPING TO RUN ABOVE LEVEL OF CEILING JOIST LINE. CONTRACTOR TO VERIFY ON ALL PLANS IF NO SOFFIT IS INDICATED THEN ALL
PIPING TO BE NOTCHED OR BORED THRU PER BUILDING CODE ABOVE THE CEILING LINE. SEE DIVISION 6 UNDER CARPENTRY.
9. ROOF DRAINAGE:
A. WHERE ROOF SYSTEMS ARE NOT DESIGNED TO SUPPORT ACCUMULATED WATER, THEY SHALL BE SLOPED FOR DRAINAGE.
B. UNLESS ROOFS ARE SLOPED TO BE DRAINED OVER ROOF EDGES OR DESIGNED TO SUPPORT ACCUMULATED WATER, ROOF DRAINS SHALL BE INSTALLED.
C. WHERE ROOF DRAINS ARE REQUIRED, OVERFLOW DRAINS OR SCUPPERS SHALL BE PROVIDED.
D. ROOF DRAINS DISCHARGING WATER WITHIN 25 FEET OF A STREET PROPERTY LINE MUST BE CONDUCTED UNDER SIDEWALK. ALL ROOF DRAINAGE SHALL BE CONDUCTED TO THE STREET BY MEANS OF APPROVED NON-EROSIVE DEVICE.
E. OVERFLOW DRAIN LINES SHALL BE INDEPENDENT FROM THE ROOF DRAIN LINES.
10. FIRE SPRINKLER SYSTEMS MUST BE APPROVED BY PLUMBING DIVISION PRIOR TO FINAL OCCUPANCY. CONTRACTOR TO PROVIDE DESIGN BUILD OF ENTIRE SYSTEM AND
OBTAIN ALL NECESSARY APPROVAL FROM PLUMBING DIVISION, BUILDING DEPARTMENT, AND STATE FIRE MARSHALL.
11. ALL GAS APPLIANCES EXCEPT WATER HEATERS AND RANGE TOP BURNERS SHALL BE EQUIPPED WITH INTERMITTENT IGNITION DEVICES.
DIVISION 23 - MECHANICAL-
1. GAS SHUT-OFF: SHALL BE PROVIDED OUTSIDE THE BUILDING AND SHALL BE CONSPICUOUSLY MARKED.
2. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS
LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED
TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING.
3. DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAUGE SHEET STELL OR
OTHER APPROVED MATERIAL AND THERE SHALL BE NO OPENINGS FROM THE DUCTS INTO THE GARAGE.
4. FAN EXHAUST SYSTEMS:
A. FOR MECHANICAL VENTILATION SYSTEMS USED IN LIEU OF REQUIRED WINDOWS AT
TOILET ROOMS, LAUNDRIES, AND OTHER AREAS REQUIRING WINDOWS, PROVIDE A FAN
EXHAUST SYSTEM OPERABLE FROM LIGHT SWITCH WHICH PROVIDES FIVE AIR CHANGES PER HOUR DIRECT TO OUTSIDE AIR. MECHANICALLY OPERATED VENTILATING SYSTEM SHALL BE CAPABLE OF SUPPLYING A MINIMUM OF 5 CUBIC FEET PER MINUTE OF OUTSIDE AIR PER OCCUPANT WITH A TOTAL CIRCULATED OF NOT LESS THAN 15 CUBIC FEET PER MINUTE PER OCCUPANT.
B. EVERY EXHAUST SYSTEM SHALL TERMINATE AT A POINT OUTSIDE OF THE BUILDING NOT LESS THAN 15 FT. FROM ANY OPENABLE WINDOW OR FRESH AIR INTAKE.
5. WATER HEATERS, BOILERS, AND STORAGE TANKS WITH NON-RIGID WATER CONNECTIONS SHALL BE STRAPPED FOR LATERAL SUPPORT. SEE DIVISION 1.
6. APPROVED GAS VENTS INSTALLED IN WALLS OR BUILDINGS 3 STORIES OR LESS IN HEIGHT (4 STORIES IF EQUIPPED WITH AN AUTOMATIC FIRE-EXTINGUISHING SYSTEM) NEED NOT BE ENCLOSED.
7. HEATING:
A. PLANS AND CALCULATIONS FOR THE CAPACITY OF THE COMFORT HEATERS SHALL BE SUBMITTED TO THE MECHANICAL BUREAU PRIOR TO INSTALLATION. SYSTEM SHALL BE CAPABLE OF MAINTAINING A MINIMUM ROOM TEMPERATURE OF 68°f AT A POINT 3
FEET FROM EXTERIOR WALLS IN ALL HABITABLE ROOMS AT THE DESIGN TEMPERATURE.
B. ALL HEATERS OR COOLING DUCTS LOCATED OUTSIDE THE BUILDING ENERGY
ENVELOP SHALL HAVE ALL JOINTS AND SEAMS SEALED AND SHALL BE INSULATED WITH A MINIMUM OF 1" THICK (0.6 KBS/CU. FT.) FIBROUS INSULATION.
8. PROVIDE BACK DRAFT DAMPERS IN ALL FAN SYSTEMS EXHAUSTING AIR FROM THE ENERGY ENVELOPE.
DIVISION 26 - ELECTRICAL -
1. LIGHTING SHALL CONFORM TO THE REQUIREMENTS OF THE GOVERNING ELECTRICAL CODE. SEE ELECTRICAL DRAWINGS AND NOTES.
2. UNLESS OTHERWISE INDICATED ON THE DRAWINGS ALL PLUMBING
LINES, ELECTRICAL CONDUIT, AND ALL OTHER PIPING TO RUN ABOVE LEVEL OF CEILING JOIST LINE. CONTRACTOR TO VERIFY ON ALL PLANS IF NO SOFFIT IS INDICATED THEN
ALL PIPING TO BE NOTCHED OR BORED THRU PER BUILDING CODE ABOVE THE CEILING LINE. SEE DIVISION 06 UNDER ROUGH CARPENTRY.
-
# DESCRIPTION DATE
10" MIN.
32" MIN CLR
48" MIN
24" MIN
28" MIN.
18"
17" MIN.
18" MIN.
11 TYPICAL RAMP SECTION
SCALE VARIES
10 SINGLE OCCUPANT TOILET
SCALE 1/2"=1'-0"
02 THRESHOLDS
SCALE FULL
04 PROTRUDING OBJECTS
SCALE 1/4"=1'-0"
06 HANDRAIL EXTENSIONS
SCALE 1/2" = 1'-0"
03 CLEARANCES
SCALE 1/2" = 1'-0"
05 REACH RANGES
SCALE 1/2" = 1'-0"
07 DRINKING FOUNTAIN
SCALE 1/2" = 1'-0"
09 SINK OR VANITY
SCALE 1/2" = 1'-0"
14 DOOR CONSTRUCTION
SCALE NTS
2'-3" OR BELOW
HIGHER THAN 2'-3"
80" MIN.
1/2" MAX.
4" MAX.
1/4
" MAX.
1/2" MAX
3'-4" MAX.
2'-10" MAX.
2'-5" MIN.
2'-3" MIN.
2'-0" MAX. DEPTH
FOR MIN. CLEARANCE
2'-0" MAX.
PROTRUDING OBJECTS
MAY NOT REDUCE THE
REQUIRED CLEAR WIDTH
OF AN ACCESSIBLE
ROUTE OR MANEUVERING
SPACE.
(WALKING PARALLEL TO A WALL)
ANY
AMOUNT
REQUIRED
CLEAR
WIDTH
3'-0" MIN.
1:2 SLOPE MAX
1 2
6" MAX TOE CLEARANCE
6" MAX TOE CLEARANCE
1'-5" MIN.
4'-0" MIN.
KNEE CLEARANCE 8" MIN.
FLOOR
SPACE
CLEAR
32" MIN.
1'-5" TO 1'-7" 2'-3" MIN. 9" MIN.
3'-0" MAX
1'-5" TO 1'-7"
EQUIPMENT PERMITTED IN
SHADED AREA
1'-7" MAX.
4'-0" MIN.
2'-6" MIN.
FLOOR
SPACE
CLEAR
1'-5" MIN. DEPTH
KNEE CLEARANCE 8" MIN.
9" MIN.
Y
HAS A CLOSER AND
2'-8" MIN.
10" MAX. 2'-6"
4'-0"
4'-0" MIN.
4'-0" MIN.
HAS A CLOSER
Y=4'-0" MIN. IF DOOR
NOTE: Y= 44" MIN.;
2'-0"
Y
SIDE REACH RANGE
9"
4'-6"
10"
4'-0"
2'-6"
2'-6"
NOTE: Y= 5'-0" MIN.
Y=4'-0" MIN. IF DOOR
NOTE: Y= 44" MIN.;
Y
4'-6"
NOTE: X =3'-0" MIN. IF Y=5'-0" MIN.
2'-0"
Y
X
FORWARD REACH RANGE
1'-3" MIN.
4'-0"
4'-0"
NOTE: X = 1'-0" IF DOOR HAS BOTH
A CLOSER AND A LATCH 4'-0"
X
5'-0"
1'-6"
30"X48" CLEAR FLOOR SPACE
GRAB BAR, 36" MIN.
GRAB BAR, 48" MIN.
C
L
60" MIN DIA.
X IS THE 1'-0" MINIMUM HANDRAIL EXTENSION
REQUIRED AT EACH TOP RISER
Y IS THE MINIMUM HANDRAIL EXTENSION OF 1'-0" PLUS
THE WIDTH OF ONE TREAD THAT IS REQUIRED AT EACH
BOTTOM RISER.
A A
1'-0" MIN
Y
1'-0"
X
LESS THAN 2'-3"
LESS THAN 2'-3"
INSULATE HOT WATER
PIPES AND DRAIN TO
PREVENT CONTACT
LINE OF REQUIRED
CLEARANCE
MIRROR
SMOOTH OR
UNINTERRUPTED
BOTTOM RAIL OR
INSTALL
SMOOTH PANEL
NOTE: LATCHING & LOCKING DOORS THAT ARE HAND
ACTIVATED & WHICH ARE
IN AN ACCESSIBLE 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
WITHOUT REQUIRING THE
ABILITY TO GRASP THE OPENING HARDWARE
(SEC. 10004.B.1)
A LATCH
1'-0" MIN
34" A.F.F.
1'-0" MIN
1 1/2" DIA. HANDRAIL
HAND
RAIL
SUPP
ORT
BRAC
KETS
@ 4'-0"
O.C.
MAX.SLOPE 1:12
ACCESSIBILITY GUIDELINES PER CHAPTER 11B CALIFORNIA BUILDING CODE 60" MIN.
40" MAX.
VARIES
2'-10" MIN
2'-5" MIN
3'-2" MAX.
6" MAX
2'-3" MIN
8" MIN
9"MIN
17" MIN
38"
VARIES
17"-19"17"
19" MIN.
-19"
2'-9"
17" MAX.17" MAX.
14"
14"
PROJECT NUMBER:
2740 MAIN STREET
SANTA MONICA, CA 90405
310.453.9611
www.belzbergarchitects.com
belzberg architects
APPLICANT
IMPACT REAL ESTATE GROUP, LLC
2029 CENTURY PARK EAST
SUITE 2980
LOS ANGELES, CA 90067
310.552.2727
[email protected]
ARCHITECT
BELZBERG ARCHITECTS LLP
2740 MAIN STREET
SANTA MONICA, CA 90405
BROCK DESMIT, R.A.
313.477.9477
[email protected]
4/28/2023 9:44:35 A
M
DARROW OFFICE
BUILDING
APRIL 27, 2023
21004
ADA DIAGRAMS
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
PLANNING RESUBMITTAL
G120
SCALE: 1/2" = 1'-0"
ADA DIAGRAMS
1 SCALE: 1/2" = 1'-0"
ADA HEIGHTS
2 # DESCRIPTION DATE
10' - 8"
1A
13' - 7"
1D
4' - 3"
1F
8' - 8"
1B
30' - 6"
1N
5' - 0"
1D
20' - 8"
1A
16' - 0"
1P
1' - 6"
DN
1P
15' - 11"
1C
5' - 2"
1M
29' - 6"
1M
15' - 4"
1F
10' - 6"
1G
13' - 7"
1G
10' - 5"
1E
9' - 4"
1H
12' - 5"
1 4
J
' - 6"
1J
4' - 4"
1K
12' - " 3
1L
3' - 4"
1L
5' - 7"
1M
19' - 8"
1M
SB SB
34' - 4"
3K
13' - 3"
3E
6' - 8"
3B
20' - 11"
3D
2' - 2"
3A
' 2 - " 8
A3
25' - 5"
EGRESS SEPARATION
8' - 0"
3C
23' - 0"
3J
20' - 8"
3I
5' - 8"
3P
14' - 3"
3N
5' - 1"
3M
17' - 10"
3L
75' - 5"
MAX OVERALL DIAGONAL
7' - 1"
3F
20' - 8"
3G
7' - 6"
3H
4' - 6"
2A
8' - 5"
2B
5' - 5"
2M
7' - 11"
2C
21' - 5"
2Q
15' - 11"
2S
10' - 9"
2R
8' - 4"
2W
15' - 6"
2W
8' - 3"
2T
7' - 10"
2Z
6' - 8"
2U
16' - 3"
2U
27' - 1"
2D
6' - 1"
2K
12' - 6"
2J
18' - 6"
2J
17' - 4"
2G
11' - 6"
2E 9' - 6"
2L
12' - 6"
2L
18' - 9"
2E
12' - 0"
2G
4' - 4"
2H
12' - 4"
2F
3' - 5"
2V
17' - 11"
2N
12' - 2"
2P
ROOM NUMBER
168
1 EXIT CAPACITY
ACTUAL EGRESS
OCCUPANCY OF DOOR OR
STAIR
MAXIMUM ALLOWABLE
EGRESS OCCUPANCY OF
DOOR OR STAIR
CODE PLAN LEGEND
DIRECTION OF TRAVEL
WITH PATH ID & DISTANCE
ACCESSIBLE AREA
1 HOUR FIRE RATED WALL
(TIGHT TO DECK ABOVE)
145'
1 HOUR FIRE RATED FLOOR
CONSTRUCTION, TYPICAL
103
ROOM NAME
PLUMBING OR DUCT SHAFT
RATED CONSTRUCTION
100SF
OCC. : A-1
OCC. LOAD : 1
AREA
OCCUPANT LOAD
OCCUPANCY
ROOM NAME
AREA TAG
EXIT SIGN
DIRECTION OF SIGN
DIRECTION OF ARROW ON SIGN
1A
185 SF
OFFICE
OCC. : B
106
149 SF
OFFICE
OCC. : B
111
674 SF
OPEN OFFICE
OCC. : B
101
78 SF
RESTROOM
OCC. : B
109
65 SF
RESTROOM
OCC. : B
108
115 SF
OFFICE
OCC. : B
102
120 SF
OFFICE
OCC. : B
103
103 SF
STORAGE
OCC. : B
104
62 SF
EV1
OCC. : B
EV1
439 SF
LOBBY
OCC. : B
100
105 SF
SA1
OCC. : B
SA1
180
24 22 SF
JC
OCC. : B
112
67 SF
TRASH
OCC. : B
113
17'- 11"
TRAVEL DISTANCE
FOR STAIR
MEASURED
PARALLEL TO
SLOPE OF STAIR
232 SF
EXT. COURTYARD
OCC. : B
114
180
11 PER CBC 303.1.2 LOBBY
#100 CLASSIFIED AS
GROUP B OCCUPANCY
534 SF
OFFICE
OCC. : B
110
129 SF
STAIR
OCC. : B
SA3
179 SF
OFFICE
OCC. : B
303
523 SF
CONFERENCE
OCC. : B
302
143 SF
LOUNGE
OCC. : B
301
88 SF
STAIR
OCC. : B
SB3
699 SF
ROOF TERRACE
OCC. : B
306
63 SF
ELEV
OCC. : B
EV3
330 SF
LOBBY
OCC. : B
300
92 SF
CLOSET
OCC. : B
305
79 SF
RESTROOM
OCC. : B
304
180
18 PER CBC 303.1.2 ROOF
TERRACE #306
CLASSIFIED AS GROUP B
OCCUPANCY
PER CBC 303.1.2
CONFERENCE RM. #302
CLASSIFIED AS GROUP B
OCCUPANCY
OPEN STAIR IN ACCORDANCE WITH CBC 1019.3.4
-AREA OF VERTICAL OPENING: 107 SF
-HORIZONTAL PROJECTED AREA OF STARIWAY: 71 SF
299 SF
OFFICE
OCC. : B
202
307 SF
OFFICE
OCC. : B
203
272 SF
OFFICE
OCC. : B
204
720 SF
OPEN OFFICE
OCC. : B
200
132 SF
OFFICE
OCC. : B
205
275 SF
EMPLOYEE LOUNGE
OCC. : B
211
136 SF
OFFICE
OCC. : B
206
165 SF
STAIR
OCC. : B
207
52 SF
OUTDOOR TERRACE
OCC. : B
14 246 SF
OUTDOOR PATIO
OCC. : B
212
62 SF
ELEVATOR
OCC. : B
EV2
72 SF
RESTROOM
OCC. : B
209
88 SF
RESTROOM
OCC. : B
210
93 SF
CORRIDOR
OCC. : B
208
176 SF
OFFICE
OCC. : B
201
19'- 11"
14'- 4"
DISTANCES MEASURED
PARALELL TO SLOPE OF STAIR
180
27 OPEN
PER CBC 303.1.2 OUTDOOR PATIO
#212 CLASSIFIED AS GROUP B
OCCUPANCY
PROJECT NUMBER:
2740 MAIN STREET
SANTA MONICA, CA 90405
310.453.9611
www.belzbergarchitects.com
belzberg architects
APPLICANT
IMPACT REAL ESTATE GROUP, LLC
2029 CENTURY PARK EAST
SUITE 2980
LOS ANGELES, CA 90067
310.552.2727
[email protected]
ARCHITECT
BELZBERG ARCHITECTS LLP
2740 MAIN STREET
SANTA MONICA, CA 90405
BROCK DESMIT, R.A.
313.477.9477
[email protected]
4/28/2023 9:44:38 A
M
DARROW OFFICE
BUILDING
APRIL 27, 2023
21004
OCCUPANCY &
EGRESS
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
PLANNING RESUBMITTAL
G140
OCC. OCCUPANCY GROUP
FIRE-RESISTANCE RATING PER 2019 CBC TABLE 601 & 602 ALLOW. BLDG HT, STORIES, & AREAS PER CBC TABLE 504.3, 504.4, & 506.2
ACTUAL BLDG HT
(S / FT)
REQ'D SEP. OF OCC.
PER CBC TABLE 508.4
CONST. TYPE
PRIMARY STRUCT.
FRAME
BEARING WALLS NONBEARING WALLS FLOOR CONST. & ASSOC.
SECONDARY MEMBERS
ROOF CONST. & ASSOC.
EXTERIOR INTERIOR EXTERIOR INTERIOR SECONDARY MEMBERS ALLOW. HT ALLOW. S ALLOW. A B, M B BUSINESS III A 1 2 1 0 1 1 40 3 27,000 3/40 N
MEANS OF EGRESS PER 2019 CBC CH. 10
OCC.
OCCUPANCY TABULATION PER CBC TABLE 1004.1.2 EGRESS WIDTHS PER OCCUPANT SERVED CBC SECTION 1005.3 EGRESS TRAVEL DISTANCES PER CBC TABLE 1006.2.1 & 1017.2 -
SPRINKLERED GREATEST ACTUAL
COMMON PATH OF
EGRESS TRAVEL
GREATEST ACTUAL EXIT
ACCESS TRAVEL
OCCUPANCY GROUP AREA SF TYPE SF PER OCCUPANT OCCUPANTS STAIRWAYS (0.3 in.) OTHER EGRESS (0.2 in.) DISTANCE MAX. COMMON PATH OF EGRESS
TRAVEL
MAX. EXIT ACCESS TRAVEL
DISTANCE
01 GROUND FLOOR
B BUSINESS AREAS 2,719 SF GROSS 150 24 7.2 4.8 100 300 - - 2,719 SF 24 7.2 4.8
02 SECOND FLOOR
B BUSINESS AREAS 3,096 SF GROSS 150 27 8.1 5.4 100 300 74'-9" 94'-8" 3,096 SF 27 8.1 5.4
03 THIRD FLOOR (PROPOSED)
B BUSINESS AREAS 2,154 SF GROSS 150 18 5.4 3.6 100 300 61'-11" 130'-4" 2,154 SF 18 5.4 3.6
7,969 SF 69 20.7 13.8
SCALE: 1/8" = 1'-0"
01 GROUND FLOOR
1 SCALE: 1/8" = 1'-0"
03 THIRD FLOOR 3
SCALE: 1/8" = 1'-0"
02 SECOND FLOOR 2
B 8,372 SF 200 SF 20.93 20.93 <varies> 1 <varies> 1 <varies> 1 <varies> 2 <varies> 3 <varies> 1 1 MINIMUM PLUMBING FACILITIES PER 2019 CPC TABLE 422.1
OCC. AREA
OCCUPANT
LOAD
FACTOR SF
OCCUPANTS MEN WOMEN URINALS LAVATORIES DRINKING FOUNTAINS SERVICE SINKS
MEN WOMEN WC REQ'D WC PROVIDED WC REQ'D WC PROVIDED REQ'D PROVIDED
MEN WOMEN
DF REQ'D DF PROVIDED SERVICE SINK REQ'D
SERVICE SINK
LAV REQ'D LAV PROVIDED LAV REQ'D LAV PROVIDED PROVIDED
1 2 2 3 1 1 1 1 1 1
PER CBC 303.1.1 SMALL BUILDING AND TENANT SPACES:
A BUILDING OR TENANT SPACE USED FOR ASSEMBLY PURPOSES WITH AN OCCUPANT LOAD OF LESS THAN 50 PERSONS SHALL BE CLASSIFIED AS A GROUP B OCCUPANCY.
303.1.2 SMALL ASSEMBLY SPACES:
THE FOLLOWING ROOMS AND SPACES SHALL NOT BE CLASSIFIED AS ASSEMBLY OCCUPANCIES:
1. A ROOM OR SPACE USED FOR ASSEMBLY PURPOSES WITH AN
OCCUPANT LOAD OF LESS THAN 50 PERSONS AND ACCESSORY TO
ANOTHER OCCUPANCY SHALL BE CLASSIFIED AS A GROUP B OCCUPANCY OR AS A PART OF THAT OCCUPANCY.
2. A ROOM OR SPACE USED FOR ASSMBLY PURPOSES THAT IS LESS THAN 750 SF IN AREA AND ACCESSORY TO ANOTHER OCCUPANCY SHALL BE
CLASSIFIED AS A GROUP B OCCUPANCY OR AS PART OF THAT OCCUPANCY 2 1
85 6 85,500 NONE
PER CBC 1019.3.4:
EXIT ACCESS STAIRWAYS AND RAMPS IN BUILDINGS EQUIPPED
THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1, WHERE THE AREA OF THE VERTICAL OPENING
BETWEEN STORIES DOES NOT EXCEED TWICE THE HORIZONTAL
PROJECTED AREA OF THE STAIRWAY OR RAMP AND THE OPENING IS
PROTECTED BY A DRAFT CURTAIN AND CLOSELY SPACED SPRINKLERS IN ACCORDANCE WITH NFPA 13. IN OTHER THAN GROUP B AND M
OCCUPANCIES, THIS PROVISION IS LIMITED TO OPENINGS THAT DO NOT CONNECT MORE THAN FOUR STORIES.
# DESCRIPTION DATE
PROJECT NUMBER:
2740 MAIN STREET
SANTA MONICA, CA 90405
310.453.9611
www.belzbergarchitects.com
belzberg architects
APPLICANT
IMPACT REAL ESTATE GROUP, LLC
2029 CENTURY PARK EAST
SUITE 2980
LOS ANGELES, CA 90067
310.552.2727
[email protected]
ARCHITECT
BELZBERG ARCHITECTS LLP
2740 MAIN STREET
SANTA MONICA, CA 90405
BROCK DESMIT, R.A.
313.477.9477
[email protected]
4/28/2023 9:44:38 A
M
DARROW OFFICE
BUILDING
APRIL 27, 2023
21004
EGRESS CODE
COMPLIANCE
SUMMARY
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
PLANNING RESUBMITTAL
G141
CBC TABLE 1006.3.2 EGRESS BASED ON OCCUPANT LOAD
EACH STORY AND OCCUPIED ROOF SHALL HAVE THE MINIMUM
NUMBER OF SEPARATE AND DISTINCT EXITS, OR ACCESS TO
EXITS, AS SPECIFIED IN TABLE 1006.3.2.
CBC SECTION 1006.3 ADJACENT STORY
THE PATH OF EGRESS TRAVEL TO AN EXIT SHALL NOT PASS
THROUGH MORE THAN ONE ADJACENT STORY.
CBC TABLE 1006.3.2 EGRESS BASED ON OCCUPANT LOAD
...THE REQUIRED NUMBER OF EXITS, OR EXIT ACCESS
STAIRWAYS OR RAMPS PROVIDING ACESS TO EXITS, FROM ANY
STORY OR OCCUPIED ROOF SHALL BE MAINTAINED UNTIL
ARRIVAL AT THE EXIT DISCHARGE OR A PUBLIC WAY.
CBC TABLE 1006.3.3(2) STORIES WITH ONE EXIT...
THE FIRST STORY ABOVE GRADE PLANE (GROUND FLOOR) FOR
B & M OCCUPANIES WITH MAXIMUM OCCUPANT LOAD OF 49 PER
STORY AND A MAXIMUM COMMON PATH OF EGRESS TRAVEL
DISTANCE OF 75 FT ARE ALLOWED.
THE SECOND STORY ABOVE GRADE PLANE (SECOND FLOOR)
FOR B OCCUPANIES WITH MAXIMUM OCCUPANT LOAD OF 29
PER STORY AND A MAXIMUM COMMON PATH OF EGRESS
TRAVEL DISTANCE OF 75 FT ARE ALLOWED.
GROUND FLOOR &
SECOND FLOOR
THIRD
FLOOR
GROUP B & M OCCUPANCIES DO NOT EXCEED THE
MAXIMUM OCCUPANT LOADS AND MAXIMUM COMMON
PATH OF EGRESS TRAVEL DISTANCES FOR EACH STORY.
THEREFORE, ONLY ONE EXIT IS REQUIRED FOR EACH
OCCUPANY ON THE GROUND FLOOR AND SECOND
FLOOR.
AN EXIT STAIR IS PROVIDED TO SERVE BOTH STORIES,
AND THE EXISTING HISTORIC STAIR WILL REMAIN AND
SERVE AS AN EXIT ACCESS STAIR AND SECOND MEANS
OF EGRESS FOR THE SECOND STORY.
CBC SECTION 1016.2 EGRESS THROUGH INTERVENING SPACES
2. EGRESS FROM A ROOM OR SPACE SHALL NOT PASS
THROUGH ADJOINING OR INTERVENING ROOMS OR AREAS,
EXCEPT WHERE SUCH ADJOINING ROOMS OR AREAS AND THE
AREA SERVED ARE ACCESSORY TO ONE OR THE OTHER, ARE
NOT GROUP H OCCUPANCY AND PROVIDE A DISCERNABLE
PATH OF EGRESS TRAVEL TO AN EXIT.
MEANS OF EGRESS
CODE REFERENCE NOTES ON PROPOSED DESIGN
THE THIRD FLOOR IS REQUIRED TO HAVE TWO EXITS OR
ACCESS TO EXITS.
MEANS OF EGRESS FROM THIRD FLOOR INCLUDES ONE
EXIT STAIRWAY AND ONE EXIT ACCESS STAIRWAY THAT
PASSES THROUGH THE SECOND FLOOR TO AN EXIT PER
CBC SECTION 1006.3.
THE EXISTING HISTORIC STAIR CONNECTING THE EXIT
DOOR FRONTING CHARLEVILLE BLVD TO THE SECOND
FLOOR WILL REMAIN AND SERVE AS AN EXIT ACCESS
STAIR AND SECOND MEANS OF EGRESS THROUGH TO
EXIT DISCHARGE AT GRADE.
CODE REFERENCE NOTES ON PROPOSED DESIGN
CBC TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCE
FOR B OCCUPANCIES IN A SPRINKLERED BUILDING THE
MAXIMUM EXIT ACCESS TRAVEL DISTANCE IS 300 FT.
THE BUILDING IS PROPOSED TO BE FULLY SPRINKLERED
ALLOWING A MAXIMUM EXIT ACCESS TRAVEL DISTANCE
OF 300 FT.
THE MAXIMUM EXIT ACCESS TRAVEL DISTANCE
PROPOSED IS 120 FT.
EXIT ACCESS TRAVEL DISTANCE
CBC SECTION 1007.1.1 TWO EXITS OR EXIT ACCESS DOORWAYS
WHERE TWO EXITS, EXIT ACCESS DOORWAYS, EXIT ACCESS
STAIRWAYS OR RAMPS, OR ANY COMBINATION THEREOF, ARE
REQUIRED FROM ANY PORTION OF THE EXIT ACCESS, THEY
SHALL BE PLACED A DISTANCE APART EQUAL TO NOT LESS
THAN ONE-HALF OF THE LENGTH OF THE MAXIMUM OVERALL
DIAGONAL DIMENSION OF THE BUILDING OR AREA TO BE
SERVED MEASURED IN A STRAIGHT LINE BETWEEN THEM.
EXCEPTION 2
WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN
AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH
SECTION 903.3.1.1 OR 903.3.1.2, THE SEPARATION DISTANCE
SHALL BE NOT LESS THAN ONE-THIRD OF THE LENGTH OF THE
MAXIMUM OVERALL DIAGONAL DIMENSION OF THE AREA
SERVED.
THE MAXIMUM DIAGONAL DIMENSION OF THE AREA
SERVED IS 75'-5". ONE THIRD OF THAT DIMENSION IS 25'-2".
THE DISTANCE BETWEEN PROPOSED EXIT AND EXIT
ACCESS STAIR IS 26'-2".
EXIT / EXIT ACCESS SEPARATION
ALL EXISTING EXTERIOR BALCONIES AND PROPOSED
EXTERIOR TERRACES ARE ACCESSORY TO THE
ADJOINING ROOMS THEY SERVE.
BALCONIES &
TERRACES
NOT APPLICABLE AS PROPOSED EXIT ACCESS STAIRWAYS
ONLY CONNECT STORIES, NOT LEVELS IN THE SAME
STORY.
BUILDING WILL BE EQUIPPED WITH AN AUTOMATIC
SPRINKLER SYSTEM. THEREFORE, EXIT ACCESS
STAIRWAYS NOT REQUIRED TO MAINTAIN 48" OF CLEAR
WIDTH BETWEEN HANDRAILS.
BUILDING WILL BE EQUIPPED WITH AN AUTOMATIC
SPRINKLER SYSTEM. THEREFORE, AN AREA OF REFUGE
AT STAIRWAYS IS NOT REQUIRED.
CBC SECTION 1009.3 STAIRWAYS
IN ORDER TO BE CONSIDERED PART OF AN ACCESSIBLE MEANS
OF EGRESS, A STAIRWAY BETWEEN STORIES SHALL COMPLY
WITH...
CBC SECTION 1009.3.1
EXIT ACCESS STAIRWAYS THAT CONNECT LEVELS IN THE SAME
STORY ARE NOT PERMITTED AS PART OF AN ACCESSIBLE
MEANS OF EGRESS.
CBC SECTION 1009.3.2
STAIRWAYS SHALL HAVE A CLEAR WIDTHOF 48 INCHES
MINIMUM BETWEEN HANDRAILS
EXCEPTION: THE CLEAR WIDTH OF 48 INCHES BETWEEN
HANDRAILS IS NOT REQUIRED IN BUILDINGS EQUIPPED
THROUGHOUT WITH AN AUTOMATIC SPRINKLER INSTALLED IN
ACCORDANCE WITH SECTION 903.3.1.1.
CBC SECTION 1009.3.3
STAIRWAYS SHALL...INCORPORATE AN AREA OF REFUGE...
EXCEPTION #2: AREAS OF REFUGE ARE NOT REQUIRED AT
STAIRWAYS IN BUILDINGS EQUIPPED THROUGHOUT WITH AN
AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE
WITH SECTION 903.3.1.1.
EXIT ACCESS STAIRWAYS SERVING AS
AN ACCESSIBLE MEANS OF EGRESS
COMPONENT
CBC 1019.3
...FLOOR OPENINGS CONTAINING EXIT ACCESS STAIRWAYS OR
RAMPS THAT DO NOT COMPLY WITH ONE OF THE CONDITIONS
LISTED IN THIS SECTION SHALL BE ENCLOSED WITH A SHAFT
ENCLOSURE CONSTRUCTED IN ACCORDANCE WITH SECTION
713.
4. EXIT ACCESS STAIRWAYS AND RAMPS IN BUILDINGS
EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER
SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1, WHERE THE
AREA OF THE VERTICAL OPENING BETWEEN STORIES DOES
NOT EXCEED TWICE THE HORIZONTAL PROJECTED AREA OF
THE STAIRWAY OR RAMP AND THE OPENING IS PROTECTED BY
A DRAFT CURTAIN AND CLOSELY SPACED SPRINKLERS IN
ACCORDANCE WITH NFPA 13.
THE HORIZONTAL PROJECTED AREA OF THE STAIRWAY IS
71 SF. THE AREA OF THE VERTICAL OPENING BETWEEN
THE SECOND AND THIRD STORIES IS 107 SF WHICH IS
LESS THAN TWICE THE HORIZONTAL PROJECTED AREA OF
THE STAIRWAY.
A DRAFT CURTAIN AND CLOSELY SPACED SPRINKLERS IN
ACCORDANCE WITH NFPA 13 WILL BE INSTALLED.
EXIT ACCESS STAIRWAYS
# DESCRIPTION DATE
DN
SB SB
DN
EXEMPT
AREA BOUNDARY
INCLUDED
2,785 SF
01. GROUND FLOOR -
OFFICE
63 SF
ELEVATOR
119 SF
STAIR
EXTERIOR
COURTYARD
66'-9"
24'-7 5/8" 13'-9 5/8" 6'-7 1/4"
2'-6 1/2"
18'-6 7/8"
12'-3 1/8"
18'-1 1/4"
62'-6"
5'-2 1/8" 8'-7 1/2"
9'-0 1/4" 8'-5"
14'-10 3/8"
2,864 SF
02. SECOND FLOOR -
OFFICE
63 SF
ELEVATOR
183 SF
STAIR
OPEN TO
BELOW
OPEN TO
BELOW
45'-0"
19'-2 3/4" 31'-10 5/8" 14'-3"
18'-0 1/2"
9'-0 3/8"
74'-3 1/4"
21'-0 1/4"
8'-6 1/8"
1,404 SF
03. THIRD FLOOR -
OFFICE
63 SF
ELEVATOR
130 SF
STAIR
OPEN TO
BELOW
OPEN TO
BELOW
28'-3 1/2"
11'-6 1/4"
40'-10 3/8"
6'-1 1/2"
7'-9"
21'-8 3/8"
18'-6 5/8"
28'-4 1/8"
7'-8 7/8"
7'-11"
14'-7 1/8"
13'-8 1/4" 5'-10 1/8"
3,089 SF
OFFICE - GROUND
FLOOR
EXTERIOR
COURTYARD
45'-0 1/2"
66'-9"
18'-10"
12'-6"
17'-9 1/8"
69'-8"
3,199 SF
OFFICE - SECOND
FLOOR
OPEN TO
BELOW
45'-0 1/8"
65'-4 5/8"
18'-6 5/8"
9'-9 7/8"
16'-5 7/8"
75'-6 1/8"
PROJECT NUMBER:
2740 MAIN STREET
SANTA MONICA, CA 90405
310.453.9611
www.belzbergarchitects.com
belzberg architects
APPLICANT
IMPACT REAL ESTATE GROUP, LLC
2029 CENTURY PARK EAST
SUITE 2980
LOS ANGELES, CA 90067
310.552.2727
[email protected]
ARCHITECT
BELZBERG ARCHITECTS LLP
2740 MAIN STREET
SANTA MONICA, CA 90405
BROCK DESMIT, R.A.
313.477.9477
[email protected]
4/28/2023 9:44:42 A
M
DARROW OFFICE
BUILDING
APRIL 27, 2023
21004
FAR CALCULATIONS
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
PLANNING RESUBMITTAL
G150
SCALE: 1/8" = 1'-0"
01 GROUND FLOOR - PROPOSED
1 SCALE: 1/8" = 1'-0"
02 SECOND FLOOR - PROPOSED
2 SCALE: 1/8" = 1'-0"
03 THIRD FLOOR - PROPOSED
3 SCALE: 1/8" = 1'-0"
01 GROUND FLOOR - EXISTING 4
SCALE: 1/8" = 1'-0"
02 SECOND FLOOR - EXISTING 5
TOTAL OFFICE AREA EXISTING - 6,288 SF
AREA CALCULATIONS PER BHCC 10-3-100
FLOOR NAME AREA FAR
01 01. GROUND FLOOR - OFFICE 2,785 SF
02 02. SECOND FLOOR - OFFICE 2,864 SF
03 03. THIRD FLOOR - OFFICE 1,404 SF
TOTAL SF 7,053 SF
TOTAL OFFICE AREA PROPOSED - 7,053 SF
MAXIMUM ALLOWED SF = 12,012 SF
TOTAL PROPOSED SF
1.17 MAXIMUM ALLOWED FAR = 2.00
AREA OF PROPOSED ADDITION - 1,404 SF
# DESCRIPTION DATE
PROJECT NUMBER:
2740 MAIN STREET
SANTA MONICA, CA 90405
310.453.9611
www.belzbergarchitects.com
belzberg architects
APPLICANT
IMPACT REAL ESTATE GROUP, LLC
2029 CENTURY PARK EAST
SUITE 2980
LOS ANGELES, CA 90067
310.552.2727
[email protected]
ARCHITECT
BELZBERG ARCHITECTS LLP
2740 MAIN STREET
SANTA MONICA, CA 90405
BROCK DESMIT, R.A.
313.477.9477
[email protected]
4/28/2023 9:44:42 A
M
DARROW OFFICE
BUILDING
APRIL 27, 2023
21004
ALTA SURVEY
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
PLANNING RESUBMITTAL
G160
# DESCRIPTION DATE
PROJECT NUMBER:
2740 MAIN STREET
SANTA MONICA, CA 90405
310.453.9611
www.belzbergarchitects.com
belzberg architects
APPLICANT
IMPACT REAL ESTATE GROUP, LLC
2029 CENTURY PARK EAST
SUITE 2980
LOS ANGELES, CA 90067
310.552.2727
[email protected]
ARCHITECT
BELZBERG ARCHITECTS LLP
2740 MAIN STREET
SANTA MONICA, CA 90405
BROCK DESMIT, R.A.
313.477.9477
[email protected]
4/28/2023 9:44:42 A
M
DARROW OFFICE
BUILDING
APRIL 27, 2023
21004
ALTA SURVEY
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
PLANNING RESUBMITTAL
G161
# DESCRIPTION DATE
N
E
S
W
6:00 AM
5:47 AM
8:04 PM
June 21
6:00 AM
8:07 PM
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
N
E
S
W
9:00 AM
5:47 AM
8:04 PM
June 21
9:00 AM
8:07 PM
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
N
E
S
W
12:00 PM
5:47 AM
8:04 PM
June 21
12:00 PM
8:07 PM
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
S. SANTA MONICA BLVD.
N
E
S
W
6:00 AM
5:47 AM
8:04 PM
June 21
6:00 AM
8:07 PM
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
N
E
S
W
9:00 AM
5:47 AM
8:04 PM
June 21
9:00 AM
8:07 PM
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
N
E
S
W
12:00 PM
5:47 AM
8:04 PM
June 21
12:00 PM
8:07 PM
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
S. SANTA MONICA BLVD.
PROJECT NUMBER:
2740 MAIN STREET
SANTA MONICA, CA 90405
310.453.9611
www.belzbergarchitects.com
belzberg architects
APPLICANT
IMPACT REAL ESTATE GROUP, LLC
2029 CENTURY PARK EAST
SUITE 2980
LOS ANGELES, CA 90067
310.552.2727
[email protected]
ARCHITECT
BELZBERG ARCHITECTS LLP
2740 MAIN STREET
SANTA MONICA, CA 90405
BROCK DESMIT, R.A.
313.477.9477
[email protected]
4/28/2023 9:44:46 AM
DARROW OFFICE
BUILDING
APRIL 27, 2023
21004
SHADE AND
SHADOW STUDY -
SUMMER EQUINOX
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
PLANNING RESUBMITTAL
SUMMER EQUINOX - 12PM - ADDITION
SCALE: 1/32" = 1'-0"
3 SUMMER EQUINOX - 9AM - ADDITION
SCALE: 1/32" = 1'-0"
2 SUMMER EQUINOX - SUNRISE - ADDITION
SCALE: 1/32" = 1'-0"
1 G170
SCALE: 1/32" = 1'-0"
SUMMER EQUINOX - SUNRISE - EXISTING
4 SCALE: 1/32" = 1'-0"
SUMMER EQUINOX - 9AM - EXISTING
5 SCALE: 1/32" = 1'-0"
SUMMER EQUINOX - 12PM - EXISTING
6 # DESCRIPTION DATE
N
E
S
W
7:45 PM
5:47 AM
8:04 PM
June 21
7:45 PM
8:07 PM
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
N
E
S
W
6:00 PM
5:47 AM
8:04 PM
June 21
6:00 PM
8:07 PM
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
N
E
S
W
3:00 PM
5:47 AM
8:04 PM
June 21
3:00 PM
8:07 PM
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
N
E
S
W
3:00 PM
5:47 AM
8:04 PM
June 21
3:00 PM
8:07 PM
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
N
E
S
W
6:00 PM
5:47 AM
8:04 PM
June 21
6:00 PM
8:07 PM
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
N
E
S
W
7:45 PM
5:47 AM
8:04 PM
June 21
7:45 PM
8:07 PM
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
PROJECT NUMBER:
2740 MAIN STREET
SANTA MONICA, CA 90405
310.453.9611
www.belzbergarchitects.com
belzberg architects
APPLICANT
IMPACT REAL ESTATE GROUP, LLC
2029 CENTURY PARK EAST
SUITE 2980
LOS ANGELES, CA 90067
310.552.2727
[email protected]
ARCHITECT
BELZBERG ARCHITECTS LLP
2740 MAIN STREET
SANTA MONICA, CA 90405
BROCK DESMIT, R.A.
313.477.9477
[email protected]
4/28/2023 9:44:49 A
M
DARROW OFFICE
BUILDING
APRIL 27, 2023
21004
SHADE AND
SHADOW STUDY -
SUMMER EQUINOX
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
PLANNING RESUBMITTAL
G171
SCALE: 1/32" = 1'-0"
SUMMER EQUINOX - SUNSET - ADDITION 3 SCALE: 1/32" = 1'-0"SUMMER EQUINOX - 6PM - ADDITION 2 SCALE: 1/32" = 1'-0"
SUMMER EQUINOX - 3PM - ADDITION
1 SCALE: 1/32" = 1'-0"
SUMMER EQUINOX - 3PM - EXISTING
4 SCALE: 1/32" = 1'-0"
SUMMER EQUINOX - 6PM - -EXISTING
5 SCALE: 1/32" = 1'-0"
SUMMER EQUINOX - SUNSET - EXISTING 6
# DESCRIPTION DATE
N
E
S
W
9:00 AM
8:00 AM
5:43 PM
December 21
9:00 AM
4:00 PM
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
N
E
S
W
12:00 PM
8:00 AM
5:43 PM
December 21
12:00 PM
4:00 PM
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
N
E
S
W
8:15 AM
8:00 AM
5:43 PM
December 21
8:15 AM
4:00 PM
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
N
E
S
W
8:15 AM
8:00 AM
5:43 PM
December 21
8:15 AM
4:00 PM
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
N
E
S
W
9:00 AM
8:00 AM
5:43 PM
December 21
9:00 AM
4:00 PM
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
N
E
S
W
12:00 PM
8:00 AM
5:43 PM
December 21
12:00 PM
4:00 PM
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
PROJECT NUMBER:
2740 MAIN STREET
SANTA MONICA, CA 90405
310.453.9611
www.belzbergarchitects.com
belzberg architects
APPLICANT
IMPACT REAL ESTATE GROUP, LLC
2029 CENTURY PARK EAST
SUITE 2980
LOS ANGELES, CA 90067
310.552.2727
[email protected]
ARCHITECT
BELZBERG ARCHITECTS LLP
2740 MAIN STREET
SANTA MONICA, CA 90405
BROCK DESMIT, R.A.
313.477.9477
[email protected]
4/28/2023 9:44:53 A
M
DARROW OFFICE
BUILDING
APRIL 27, 2023
21004
SHADE AND
SHADOW STUDY -
WINTER EQUINOX
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
PLANNING RESUBMITTAL
G172
SCALE: 1/32" = 1'-0"
WINTER EQUINOX - 9AM - ADDITION
2 SCALE: 1/32" = 1'-0"
WINTER EQUINOX - 12PM - ADDITION 3 SCALE: 1/32" = 1'-0"WINTER EQUINOX - SUNRISE - ADDITION 1 SCALE: 1/32" = 1'-0"
WINTER EQUINOX - SUNRISE - EXISTING
4 SCALE: 1/32" = 1'-0"
WINTER EQUINOX - 9AM - EXISTING
5 SCALE: 1/32" = 1'-0"
WINTER EQUINOX - 12PM - EXISTING 6
# DESCRIPTION DATE
N
E
S
W
3:00 PM
8:00 AM
5:43 PM
December 21
3:00 PM
4:00 PM
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
N
E
S
W
4:00 PM
8:00 AM
5:43 PM
December 21
4:00 PM4:00 PM
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
N
E
S
W
3:00 PM
8:00 AM
5:43 PM
December 21
3:00 PM
4:00 PM
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
N
E
S
W
4:00 PM
8:00 AM
5:43 PM
December 21
4:00 PM4:00 PM
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
PROJECT NUMBER:
2740 MAIN STREET
SANTA MONICA, CA 90405
310.453.9611
www.belzbergarchitects.com
belzberg architects
APPLICANT
IMPACT REAL ESTATE GROUP, LLC
2029 CENTURY PARK EAST
SUITE 2980
LOS ANGELES, CA 90067
310.552.2727
[email protected]
ARCHITECT
BELZBERG ARCHITECTS LLP
2740 MAIN STREET
SANTA MONICA, CA 90405
BROCK DESMIT, R.A.
313.477.9477
[email protected]
4/28/2023 9:44:55 A
M
DARROW OFFICE
BUILDING
APRIL 27, 2023
21004
SHADE AND
SHADOW STUDY -
WINTER EQUINOX
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
PLANNING RESUBMITTAL
WINTER EQUINOX - SUNSET - ADDITION
SCALE: 1/32" = 1'-0"
2 WINTER EQUINOX - 3PM - ADDITION
SCALE: 1/32" = 1'-0"
1 G173
SCALE: 1/32" = 1'-0"
WINTER EQUINOX - 3PM - EXISTING
3 SCALE: 1/32" = 1'-0"
WINTER EQUINOX - SUNSET - EXISTING
4 # DESCRIPTION DATE
Rev Date Issue DATE: SCALE: DRWN BY: CHKD BY: BELZBERG ARCHITECTS LLP 2740 Main St. Santa Monica, CA 90405 313.477.9477 T ARCHITECT 12818 Venice Boulevard Los Angeles, CA 90066 T: (310) 310-8438 11/07/22 PLANNING SUBMITTAL E: [email protected] Stephen Billings Landscape Architecture DARROW OFFICE BUILDING 9884 S SANTA MONICA BLVD BEVERLY HILLS, CA 90212 NOT FOR CONSTRUCTION 01/06/23 PLANNING RESUBMITTAL 02/14/23 PLANNING RESUBMITTAL 03/10/23 PLANNING RESUBMITTAL 2023 03 10 AS NOTED SFSB L0.0 COVER SHEET DARROW OFFICE BUILDING 9884 S SANTA MONICA BLVD BEVERLY HILLS, CA 90210 LOCATION MAP & AND < ANGLE ℄ CENTERLINE Ø DIAMETER # NUMBER (E) EXISTING A.D. AREA DRAIN APPROX APPROXIMATE ARCH ARCHITECTURAL ASPH ASPHALT BLDG BUILDING B.C. BOTTOM OF CURB B.W. BOTTOM OF WALL C.B. CATCH BASIN CIP CAST IN PLACE CLR CLEAR CMU CONCRETE MASONRY UNIT CONC CONCRETE CONT CONTINUOUS CTR CENTER DTL DETAIL DIM DIMENSION DWG DRAWING EJ EXPANSION JOINT ELEC ELECTRICAL EQ EQUAL EQUIP EQUIPMENT FG FINISH GRADE FL FLOW LINE FS FINISH SURFACE HR HAND RAIL LF. LINEAL FOOT MFR. MANUFACTURER MAT. MATERIAL MAX MAXIMUM ME METAL EDGING MECH MECHANICAL MIN MINIMUM MISC MISCELLANEOUS N/A NOT APPLICABLE N.I.C. NOT IN CONTRACT NOM NOMINAL NTS NOT TO SCALE OA OVERALL O.T. ON CENTER P.D. PLANTER DRAIN PL PROPERTY LINE PA PLANTING AREA REF REFERENCE REQ REQUIRED REV REVISED SCHD SCHEDULE SECT SECTION SHT SHEET SIM SIMILAR SPEC SPECIFICATION SQ SQUARE SS. STAINLESS STEEL T.L. TOP OF CURB T.O.P. TOP OF PAVEMENT T.S. TOP OF SLAB T.W. TOP OF WALL TYP TYPICAL VERT VERTICAL VIF. VERIFY IN FIELD W/ WITH W/O WITHOUT WM WATER METER ABBREVIATIONS N.T.S. NORTH SITE SHEET DESCRIPTION L0.0 COVER SHEET L0.1 GENERAL NOTES L2.0 GROUND LEVEL HARDSCAPE PLAN L2.2 SECOND FLOOR HARDSCAPE PLAN L2.3 THIRD FLOOR HARDSCAPE PLAN L3.0 GROUND LEVEL PLANTING PLAN L3.2 SECOND FLOOR PLANTING PLAN L3.3 THIRD FLOOR PLANTING PLAN L3.4 GROUND LEVEL PLANT IMAGES L3.5 SECOND FLOOR PLANT IMAGES L3.6 THIRD FLOOR PLANT IMAGES L3.7 ELEVATION L5.0 LANDSCAPE LIGHTING PLAN L5.1 LIGHTING CUTSHEETS SHEET INDEX Rev Date Issue DATE: SCALE: DRWN BY: CHKD BY: BELZBERG ARCHITECTS LLP 2740 Main St. Santa Monica, CA 90405 313.477.9477 T ARCHITECT 12818 Venice Boulevard Los Angeles, CA 90066 T: (310) 310-8438 11/07/22 PLANNING SUBMITTAL E: [email protected] Stephen Billings Landscape Architecture DARROW OFFICE BUILDING 9884 S SANTA MONICA BLVD BEVERLY HILLS, CA 90212 NOT FOR CONSTRUCTION 01/06/23 PLANNING RESUBMITTAL 02/14/23 PLANNING RESUBMITTAL 03/10/23 PLANNING RESUBMITTAL 2023 03 10 AS NOTED SFSB L0.1 GENERAL NOTES 1. ALL CONSTRUCTION MUST COMPLY WITH ALL LOCAL, STATE, AND FEDERAL LAWS AND REGULATIONS. 2. CONTRACTOR AND/OR SUBCONTRACTORS SHALL EMPLOY NO PERSONS NOT PROVIDED WITH APPROPRIATE WORKMAN'S COMPENSATION INSURANCE AS REQUIRED BY THE STATE OF CALIFORNIA . 3. UPON COMPLETION OF THE WORK, CONTRACTOR AND/OR SUBCONTRACTORS SHALL LEAVE THE SITE CLEAN AND SUITABLE FOR OCCUPANCY. 4. CONTRACTOR AND /OR SUBCONTRACTORS SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS AND SHALL NOTIFY THE OWNER AND LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN PLANS PRIOR TO COMMENCING OR CONTINUING WORK. 5. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT BEFORE PROCEEDING WITH ANY WORK SO INVOLVED. 6. THE LANDSCAPE ARCHITECT OR ENGINEER SHALL BE NOTIFIED OF ANY UNUSUAL OR UNFORESEEN SITUATIONS OR CONDITIONS WHICH AFFECT THE STRUCTURAL STABILITY OR SAFETY OF THE SITE PRIOR TO CONTINUING WITH CONSTRUCTION. 7. CONTRACTOR AND/OR SUBCONTRACTORS SHALL PROTECT EXISTING CONSTRUCTION AND LANDSCAPING, AS SPECIFIED BY THE OWNER, FROM DAMAGE DURING CONSTRUCTION. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHORING AND BRACING REQUIRED TO PROTECT PERSONNEL AND ADJACENT PROPERTY DURING CONSTRUCTION. THE CONTRACTOR SHALL ADEQUATELY BRACE ELEMENTS OF THE STRUCTURE DURING CONSTRUCTION TO ENSURE THE SAFETY OF THE SITE AND/OR STRUCTURES. 9. THERE SHALL BE NO DEVIATIONS FROM STRUCTURAL DETAILS WITHOUT THE WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER. 10. NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED, BORED OR OTHERWISE WEAKENED, EXCEPT AS ALLOWED BY THE UNIFORM BUILDING CODE, UNLESS OTHERWISE NOTED ON THE PLANS. 11. CONTRACTOR SHALL SUBMIT COPIES OF ALL SHOP DRAWINGS TO LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION OF RELATED WORK, AND ALLOW AMPLE TIME FOR LANDSCAPE ARCHITECT'S REVIEW AND COORDINATION. 12. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS WITH EACH OTHER AND WITH INFORMATION FURNISHED BY THE OWNER AND SHALL AT ONCE REPORT TO THE LANDSCAPE ARCHITECT ERRORS, INCONSISTENCIES OR OMISSIONS DISCOVERED. THE CONTRACTOR SHALL NOT BE LIABLE TO THE OWNER OR LANDSCAPE ARCHITECT FOR DAMAGE RESULTING FROM ERRORS, INCONSISTENCIES OR OMISSIONS IN THE CONTRACT DOCUMENT UNLESS THE CONTRACTOR RECOGNIZED SUCH ERROR, INCONSISTENCY OR OMISSION AND KNOWINGLY FAILED TO REPORT IT TO THE LANDSCAPE ARCHITECT. IF THE CONTRACTOR PERFORMS ANY CONSTRUCTION ACTIVITY KNOWING IT INVOLVES A RECOGNIZED ERROR, INCONSISTENCY OR OMISSION IN THE CONTRACT DOCUMENTS WITHOUT SUCH NOTICE TO THE LANDSCAPE ARCHITECT, THE CONTRACTOR SHALL ASSUME APPROPRIATE RESPONSIBILITY FOR SUCH PERFORMANCE AND SHALL BEAR AN APPROPRIATE AMOUNT TO THE ATTRIBUTABLE COSTS FOR THE CORRECTION. 13. THE CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AND VERIFY FIELD CONDITIONS AND SHALL CAREFULLY COMPARE SUCH FIELD MEASUREMENTS AND CONDITIONS AND OTHER INFORMATION KNOWN TO THE CONTRACTOR WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, INCONSISTENCIES OR OMISSIONS DISCOVERED SHALL BE REPORTED TO THE LANDSCAPE ARCHITECT AT ONCE. 14. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING THE CONTRACTOR'S BEST SKILL AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 15. THE CONTRACTOR IS REQUIRED: (1)TO REVIEW A SPECIFIED CONSTRUCTION OR INSTALLATION PROCEDURE (INCLUDING THOSE RECOMMENDED BY THE MANUFACTURERS); (2) TO ADVISE THE LANDSCAPE ARCHITECT (A) IF THE SPECIFIED PROCEDURE DEVIATES FROM GOOD CONSTRUCTION PRACTICE, (B) IF FOLLOWING THE PROCEDURE WILL AFFECT ANY WARRANTIES, INCLUDING MANUFACTURERS' WARRANTIES AND THE CONTRACTOR'S GENERAL WARRANTY, OR (C) OF ANY OBJECTIONS THE CONTRACTOR MAY HAVE TO THE PROCEDURE; AND (3) TO PROPOSE ANY ALTERNATIVE INSTALLATION WHICH THE CONTRACTOR WILL WARRANT. 16. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE OWNER FOR ACTS AND OMISSIONS OF THE CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS AND THE AGENTS AND EMPLOYEES, AND OTHER PERSONS PERFORMING PORTIONS OF THE WORK UNDER A CONTRACT WITH THE CONTRACTOR. 17. THE CONTRACTOR SHALL NOT BE RELIEVED OF OBLIGATIONS TO PERFORM THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS EITHER BY ACTIVITIES OR DUTIES OF THE LANDSCAPE ARCHITECT IN THE LANDSCAPE ARCHITECT'S ADMINISTRATION OF THE CONTRACT, OR BY TESTS, INSPECTIONS OR APPROVALS REQUIRED OR PERFORMED BY PERSONS OTHER THAN THE CONTRACTOR. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTION OF PORTIONS OF THE WORK ALREADY PERFORMED UNDER THIS CONTRACT AND PREVIOUS WORK BY OTHERS, TO DETERMINE THAT SUCH PORTIONS ARE IN PROPER CONDITION TO RECEIVE SUBSEQUENT WORK. 19. THE CONTRACTOR SHALL TAKE ADEQUATE SAFEGUARDS AGAINST HARM TO OCCUPANTS DURING CONSTRUCTION. THIS INCLUDES, BUT IS NOT LIMITED TO SAFE AND ADEQUATE ACCESS INTO AND OUT OF THE BUILDING DURING CONSTRUCTION. ACCESS TO THE BUILDING SHALL BE VERIFIED BY BOTH THE LANDSCAPE ARCHITECT AND THE OWNER. 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING STORM WATER DRAINAGE CONNECTIONS, GRADING, ETC TO ENSURE PROPER DRAINAGE. GENERAL NOTES HARDSCAPE NOTES 1. NO TRENCHES OR EXCAVATIONS 5 FEET OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND ARE PERMITTED UNLESS THE NECESSARY PERMIT IS OBTAINED PRIOR TO THE ISSUANCE OF A BUILDING OR GRADING PERMIT. CONFIRM WITH SOILS ENGINEER. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND STAKING ALL SEWER, UTILITY AND WATER MAIN LINES PRIOR TO PROCEEDING WITH WORK. CONTRACTOR SHALL ASSUME SOLE RESPONSIBILITY FOR ANY COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. 3. CONTRACTOR SHALL REVIEW EXISTING SITE CONDITIONS PRIOR TO BID SUBMITTAL AND COMMENCEMENT OF WORK. ANY DISCREPANCIES BETWEEN CONTRACT DOCUMENTS AND SITE CONDITIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNER, ARCHITECT AND LANDSCAPE ARCHITECT. CONTRACTOR SHALL ASSUME ALL NECESSARY REVISIONS IF HE/SHE FAILS TO GIVE SUCH NOTICE. 4. CONTRACTOR SHALL CONFIRM ALL DIMENSIONS IN THE FIELD PRIOR TO CONSTRUCTION. DISCREPANCIES BETWEEN CONTRACT DOCUMENTS AND SITE CONDITIONS WILL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT FOR RESOLUTION. 5. SPOT ELEVATIONS AND GRADES SHOWN ON THE DRAWINGS ARE BASED ON SURVEY INFORMATION AND NOT CONDUCTED AS A PART OF THIS WORK AND ARE FOR REFERENCE ONLY. CONTRACTOR SHALL VERIFY EXISTING GRADES IN THE FIELD AND REPORT DISCREPANCIES TO THE LANDSCAPE ARCHITECT PRIOR TO ANY GRADING AND/OR CONSTRUCTION. 6. LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS OR PLANS. 7. CONTRACTOR SHALL COORDINATE SECURE STORAGE AND STAGING FACILITIES WITH THE OWNER PRIOR TO DEMOLITION AND/OR CONSTRUCTION. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING GRADES AND ASSURING PROPER DRAINAGE AWAY FROM BUILDINGS AND WALKWAYS AT ALL TIMES. 9. ALL PROPERTY LINES AND LOT LINES SHALL BE VERIFIED PRIOR TO COMMENCING WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY REQUIRED PERMITS. 10. CONTRACTOR SHALL VERIFY ALL GRADES AND DIMENSIONS IN THE FIELD AND NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO PROCEEDING WITH WORK SHOULD ANY DISCREPANCIES ARISE. 11. CONTRACTOR SHALL COORDINATE ALL GRADING WITH REQUIREMENTS ELSEWHERE IN THE DRAWINGS AND SPECIFICATIONS. PROVIDE DUST CONTROL FOR ALL GRADING OPERATIONS. CONTRACTOR SHALL CONFIRM STATUS OF ALL EXISTING PLANT MATERIAL WITH LANDSCAPE ARCHITECT PRIOR TO DEMOLITION. ALL DEMOLITION DEBRIS IS TO BE DISPOSED OF IN A TIMELY MANNER AND TRANSPORTED TO A LEGAL DUMPING GROUND. 12. REFER TO CITY AND/OR COUNTY STANDARD PLANS AND SPECIFICATIONS WHERE APPLICABLE. 13. ALL WRITTEN DIMENSIONS SHALL SUPERCEDE SCALED DIMENSIONS UNLESS OTHERWISE NOTED. 14. THE LOCATION OF FEATURES TO BE CONSTRUCTED NOT SPECIFICALLY DIMENSIONED MAY BE DETERMINED BY SCALE. IF CONFLICTS ARISE IN FIELD, CONTACT LANDSCAPE ARCHITECT FOR RESOLUTION. 15. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OF ANY EXISTING MATERIALS THAT ARE DAMAGED DURING CONSTRUCTION. 16. FORMWORK: CONSTRUCT CAREFULLY SO THAT STRAIGHT LINES ARE PERFECTLY TANGENT TO RADII, CURVES ARE SMOOTH AND FLOWING, AND TRANSITIONS BETWEEN CHANGES IN VERTICAL AND HORIZONTAL GRADIENT OF CURBS, WALKS AND PAVING ARE SMOOTH AND GRADUAL WITH NO ABRUPT OR SHARP CHANGES. 17. METAL HEADER, ROOT BARRIER LOCATIONS, AND PATH CENTERLINES SHALL BE MARKED BY THE CONTRACTOR ONSITE, AND VERIFIED BY THE LANDSCAPE ARCHITECT ONSITE OR BY PHOTOGRAPH PRIOR TO INSTALLATION. 18. CONTRACTOR TO PROVIDE (2) SAMPLES OF EACH HARDSCAPE TYPE, SIZE FOR EACH SAMPLE TO BE 48" X 48". 19. FINISH ELEVATIONS PER CIVIL DRAWINGS. 20. RECIRCULATING WATER SYSTEMS SHALL BE USED FOR WATER FEATURES. 1. QUANTITIES GIVEN FOR PLANT MATERIALS SPECIFIED FOR "ON CENTER" SPACING ARE SHOWN FOR CONVENIENCE ONLY AND ARE SUBORDINATE TO THE SPACING GIVEN. VERIFY AND SUPPLY SUFFICIENT NUMBER OF PLANTS TO FULFILL SPACING REQUIREMENTS. 2. ALL SIZES SHOWN FOR PLANT MATERIALS ON THE PLAN ARE TO BE CONSIDERED MINIMUM AND SAMPLES WILL REQUIRE ACCEPTANCE BY THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. 3. NOTE ADDITIONAL REMARKS ABOUT SPECIFIC PLANTS IN PLANT LIST. 4. NO CHANGES TO THE PLANS ARE TO BE MADE WITHOUT PRIOR CONSENT OF THE LANDSCAPE ARCHITECT. PLANT MATERIAL IS SUBJECT TO AVAILABILITY AT THE TIME OF INSTALLATION. SUBSTITUTIONS MAY BE MADE AFTER CONSULTATION WITH THE LANDSCAPE ARCHITECT. 5. EXACT LOCATIONS OF PLANT MATERIALS TO BE APPROVED BY THE LANDSCAPE ARCHITECT IN THE FIELD. CONTRACTOR TO STAGE ALL PLANT MATERIAL ONSITE PER PLAN, IN THE PLANT CONTAINERS. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF PLACEMENT 48 HOURS PRIOR TO REQUIRED INSPECTION BY LANDSCAPE ARCHITECT. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ADJUST PLANT PLACEMENT WHILE STILL IN THE CONTAINERS, BEFORE GIVING APPROVAL TO CONTRACTOR FOR PLANTING. 6. CONTRACTOR TO COORDINATE WITH OTHER SUBCONTRACTORS AND TRADES TO ENSURE PROTECTION OF GROWING CONDITIONS AND PLANT MATERIALS. LANDSCAPE CONTRACTOR TO COORDINATE HIS/HER WORK WITH THE GENERAL CONTRACTOR, IRRIGATION CONTRACTOR, AND ELECTRICAL CONTRACTOR FOR ITEMS NOT IN HIS/HER SCOPE. 7. LANDSCAPE CONTRACTOR TO VERIFY AND COORDINATE WORK AROUND ALL UNDERGROUND UTILITIES BEFORE EXCAVATION. NOTIFY ALL UTILITY PROVIDERS AT LEAST TWO (2) WORKING DAYS PRIOR TO BEGINNING WORK. 8. TREES SHALL BE IN PLACE PRIOR TO INSTALLATION OF DRAIN LINE. DRAIN LINE PLACEMENT SHALL BE ADJUSTED AS NECESSARY AROUND TREES. 9. LANDSCAPE CONTRACTOR TO VERIFY THAT THE CONDITIONS ARE SUITABLE TO PROMOTE HEALTHY PLANT GROWTH. DO NOT PROCEED IF CONDITIONS DETRIMENTAL TO HEALTHY GROWING ENVIRONMENT ARE PRESENT, INCLUDING, BUT NOT LIMITED TO, OVER-COMPACTED SOILS, ADVERSE DRAINAGE CONDITIONS, DEBRIS, OR OTHER HARMFUL CIRCUMSTANCES. PROCEEDING WITHOUT NOTIFICATION DENOTES ACCEPTANCE. 10. ALL SOIL PREPARATION AND BACKFILL SHALL ADHERE TO THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS. 11. ALL SOIL CONDITIONING AND AMENDMENT SHALL ADHERE TO THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS. 12. CONTRACTOR TO VERIFY LOCATIONS OF PERTINENT SITE IMPROVEMENTS INSTALLED UNDER OTHER SECTIONS. IF ANY PART OF THIS PLAN CANNOT BE FOLLOWED DUE TO SITE CONDITIONS, CONTACT LANDSCAPE ARCHITECT PRIOR TO COMMENCING WORK. 13. REFER TO SURVEY FOR UTILITY LOCATIONS, AND FOR GRADING AND DRAINAGE INFORMATION. IF ACTUAL SITE CONDITIONS VARY FROM WHAT IS SHOWN ON THE PLANS, OR IF THERE ARE DISCREPANCIES BETWEEN THE PLANS, CONTACT THE LANDSCAPE ARCHITECT FOR DIRECTION ON HOW TO PROCEED. 14. ALL EXISTING TREES AND VEGETATION OUTSIDE LIMIT OF WORK WILL REMAIN. CONTRACTOR IS RESPONSIBLE FOR HEALTH OF ALL VEGETATION THAT IS TO REMAIN DURING CONSTRUCTION AND DURING THE PLANT ESTABLISHMENT PERIOD. 15. ALL PLANT MATERIAL TO BE GUARANTEED FOR 6 MONTHS FROM THE DATE OF ACCEPTANCE BY OWNER. TREES TO BE GUARANTEED FOR 1 YEAR. 16. ANY EXISTING LANDSCAPING INDICATED ON THE APPROVED LANDSCAPE PLAN FOR RETENTION THAT IS DAMAGED OR REMOVED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED IN KIND WITH PLANTS OF EQUIVALENT SIZE. 17. CONTRACTOR SHALL STORE PLANT MATERIAL IN SHADE AND PROTECT FROM THE SUN. ENSURE ON SITE WATERING PRIOR TO PLANTING. 18. ALL PLANT MATERIAL TO BE FERTILIZED AT TIME OF INSTALLATION. 19. ALL PLANTING AREAS SHALL BE EQUIPPED WITH A PERMANENT AUTOMATED IRRIGATION SYSTEM, TO BE FUNCTIONAL AT THE TIME OF PLANTING. 20. CONTRACTOR IS RESPONSIBLE FOR WATERING AND MAINTAINING ALL LANDSCAPE MATERIALS UNTIL FINAL ACCEPTANCE. 21. REMOVE ALL EXISTING VEGETATION IN PLANTED AREAS, EXCEPT AS NOTED. ROTOTILL THE SOIL MINIMUM 12" DEEP. APPLY NUTRIENT-RICH TOPSOIL AS REQUIRED. 22. PROVIDE SOIL ANALYSIS TO LANDSCAPE ARCHITECT FOR REVIEW. AMEND AND CONDITION SOIL PER SOIL TEST RECOMMENDATIONS. 23. ALL PLANTING BEDS AND TREE SAUCERS TO RECEIVE 3” OF SHREDDED BARK MULCH. FINISHED GRADE OF MULCH TO BE 1” BELOW ADJACENT EDGES; TYPICAL. TAPER MULCH DEPTH AS NECESSARY ALONG HARDSCAPE EDGES TO ACHIEVE THIS. 24. REVIEW LOCATIONS OF IRRIGATION VALVE-BOXES WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. LOCATE VALVE BOXES AND UTILITY BOXES IN AREAS THAT ARE LESS VISIBLE TO PEDESTRIANS. VALVE BOXES TO BE PAINTED BROWN TO BLEND WITH BARK MULCH, UNLESS OTHERWISE NOTED. PLANTING NOTES MWELO NOTES 1. I AGREE TO COMPLY WITH THE REQUIREMENTS OF THE WATER EFFICIENT LANDSCAPE ORDINANCE AND SUBMIT A COMPLETE LANDSCAPE DOCUMENTATION PACKAGE. 2. A MINIMUM 3-INCH LAYER OF MULCH SHALL BE APPLIED ON ALL EXPOSED SOIL SURFACES OF PLANTING AREAS EXCEPT TURF AREAS, CREEPING OR ROOTING GROUNDCOVERS, OR DIRECT SEEDING APPLICATIONS WHERE MULCH IS CONTRAINDICATED. 3. FOR SOILS LESS THAN 6% ORGANIC MATTER IN THE TOP 6 INCHES OF SOIL, COMPOST AT A RATE OF A MINIMUM OF FOUR CUBIC YARDS PER 1,000 SQUARE FEET OF PERMEABLE AREA SHALL BE INCORPORATED TO A DEPTH OF SIX INCHES INTO THE SOIL. 4. RECIRCULATING WATER SYSTEMS SHALL BE USED FOR WATER FEATURES. 5. PRIOR TO CONSTRUCTION OF LANDSCAPED AREA OR IRRIGATION, THE CONTRACTOR MUST OBTAIN AND REVIEW A COPY OF THE WATER-EFFICIENT LANDSCAPE AND IRRIGATION STANDARDS. 6. A DIAGRAM OF THE IRRIGATION PLAN SHOWING HYDROZONES SHALL BE KEPT WITH THE IRRIGATION CONTROLLER FOR SUBSEQUENT MANAGEMENT PURPOSES. 7. A CERTIFICATE OF COMPLETION SHALL BE FILLED OUT AND CERTIFIED BY EITHER THE DESIGNER OF THE LANDSCAPE PLANS, IRRIGATION PLANS, OR THE LICENSED LANDSCAPE CONTRACTOR FOR THE PROJECT. 8. AN IRRIGATION AUDIT REPORT SHALL BE COMPLETED AT THE TIME OF FINAL INSPECTION. 1. THE IRRIGATION SYSTEM MUST COMPLY WITH ALL LOCAL, STATE, AND FEDERAL LAWS AND REGULATIONS. 2. AUTOMATIC WEATHER-BASED OR SOIL-MOISTURE BASED IRRIGATION CONTROLLERS SHALL BE INTEGRATED INTO THE IRRIGATION SYSTEM. 3. PRESSURE REGULATING DEVICES ARE REQUIRED IF WATER PRESSURE IS BELOW OR EXCEEDS THE RECOMMENDED PRESSURE OF THE SPECIFIED IRRIGATION DEVICES. 4. CHECK VALVES OR ANTI-DRAIN VALVES ARE REQUIRED ON ALL SPRINKLER HEADS WHERE LOW POINT DRAINAGE COULD OCCUR. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING IRRIGATION EQUIPMENT DAMAGED DURING CONSTRUCTION AND IF DAMAGED SHALL REPLACE WITH SAME MANUFACTURER AND MODEL. 6. EXISTING IRRIGATION IN ADJACENT AREAS SHALL BE PROTECTED IN PLACE FOR CONTINUED USE. CONTRACTOR SHALL VERIFY THE EXTENT OF THE EXISTING SYSTEM AND MAKE ADJUSTMENTS TO MEET THE NEW LANDSCAPE CONDITION IF NECESSARY. 7. AN OPERATIONS AND SYSTEMS MANUAL SHALL BE PROVIDED TO THE OWNER OR REPRESENTATIVE AND TO THE FIELD INSPECTOR AT THE TIME OF FINAL INSPECTION. 8. A DIAGRAM OF THE IRRIGATION PLAN SHOWING HYDROZONES SHALL BE KEPT WITH THE IRRIGATION CONTROLLER FOR SUBSEQUENT MANAGEMENT PURPOSES. 9. A CERTIFICATE OF COMPLETION SHALL BE FILLED OUT AND CERTIFIED BY EITHER THE DESIGNER OF THE LANDSCAPE PLANS, THE DESIGNER OF THE IRRIGATION PLANTS, OR THE LICENSED LANDSCAPE CONTRACTOR FOR THE PROJECT. 10. AN IRRIGATION AUDIT REPORT SHALL BE COMPLETED AT THE TIME OF FINAL INSPECTION. 11. SEE FURTHER IRRIGATION NOTES AND PLANS INCLUDED IN LANDSCAPE DRAWING SET. GENERAL IRRIGATION NOTES LIGHTING NOTES 1. CONTRACTOR TO INSTALL ELECTRICAL TO CODE AND SECURE ALL NECESSARY PERMITS. 2. CONTRACTOR IS RESPONSIBLE FOR EXAMINING ALL EXISTING CONDITIONS AND NOTIFYING LANDSCAPE ARCHITECT OF ANY ISSUES THAT MAY PREVENT INSTALLATION AS SHOWN. 3. CONTRACTOR TO REVIEW DEMOLITION PLAN AND VERIFY ALL FIXTURES TO BE REMOVED WITH LANDSCAPE ARCHITECT. 4. CONTRACTOR TO VERIFY THAT ALL EXISTING LIGHTS TO REMAIN ARE FULLY FUNCTIONAL AND OF ACCEPTABLE APPEARANCE. NOTIFY LANDSCAPE ARCHITECT AS NEEDED. CONTRACTOR TO RELAMP ALL EXISTING LIGHTS TO REMAIN PER NOTE IN LIGHTING LEGEND. 5. DRAWING IS DIAGRAMMATIC FOR LEGIBILITY. VERIFY EXACT LOCATIONS OF LIGHTS AND TRANSFORMERS WITH LANDSCAPE ARCHITECT. 6. GENERAL CONTRACTOR SHALL PROVIDE ELECTRICAL SOURCE FOR EACH TRANSFORMER AND CONDUIT UNDER HARDSCAPE FOR WIRE ACCESS TO ALL FIXTURE LOCATIONS. 7. PROVIDE REMOTE TRANSFORMERS AS REQUIRED. TRANSFORMERS TO BE LOCATED PER LANDSCAPE ARCHITECT'S APPROVAL, IN BURIED VAULTS. 8. ALL FIXTURES TO HAVE TIMERS AND MANUAL SWITCHES. 9. LOAD TRANSFORMERS PER MANUFACTURER'S INSTRUCTIONS. LOAD NOT TO EXCEED 80%. 10. REMOTE TRANSFORMERS TO BE HARD-WIRED AND DAMP OR WET LISTED. CORD AND PLUG UNITS ARE NOT ACCEPTABLE. EACH FIXTURE IS TO BE HOME-RUN TO ITS DESIGNATED TRANSFORMER. 11. REMOTE TRANSFORMERS SHALL NOT BE WIRED TO OR FROM EACH OTHER. 12. CONTRACTOR SHALL TAKE MEASURES TO AVOID LARGE VOLTAGE DROPS AND ADVISE LANDSCAPE ARCHITECT OF SUCH BEFORE COMMENCING WORK. 13. UPLIGHTS, ACCENT LIGHTS, AND PATH LIGHTS ARE TO BE LAID OUT ON SITE FOR LANDSCAPE ARCHITECT APPROVAL PRIOR TO STAKING. 14. CONTRACTOR TO ZONE LIGHTING FIXTURES ACCORDING TO FIXTURE TYPE, I.E. TREE LIGHTING, PLANTER FLOOD LIGHTING, AND DRIVEWAY/PATH LIGHTING. 15. SWITCHING REQUIREMENTS TO BE COORDINATED WITH LANDSCAPE ARCHITECT AND OWNER DURING LANDSCAPE INSTALLATION. 16. LANDSCAPE ELECTRICAL TIMER(S) TO BE LOCATED BY LANDSCAPE ARCHITECT. ALL LANDSCAPE LIGHTS NOT ON PHOTOCELL TO BE CONNECTED TO TIMER. NUMBER OF TIMERS TO BE CONFIRMED BY LANDSCAPE ARCHITECT. 17. CONTRACTOR AND LANDSCAPE ARCHITECT SHALL ADJUST LIGHTING DURING EVENING HOURS AS REQUIRED. 18. LANDSCAPE CONTRACTOR TO VERIFY AND COORDINATE WORK AROUND ALL UNDERGROUND UTILITIES BEFORE EXCAVATION. NOTIFY ALL UTILITY PROVIDERS AT LEAST TWO (2) WORKING DAYS PRIOR TO BEGINNING WORK.
H-102 K-101 K-101 K-101 K-101 K-101 K-101 K-101 K-101 K-101 H-101 H-103 S-101 H-102 H-102 (E) STREET TREE TO REMAIN (E) SIDEWALK AND UTILITIES TO REMAIN E) STREET TREE TO REMAIN (E) SIDEWALK AND UTILITIES TO REMAIN (E) STREET TREE TO REMAIN H-105 K-101 K-101 E-101 E-101 E-101 E-101 H-107 H-108 REQUIRED CLEAR SPACE AROUND TRANSFORMER - SEE ARCH DRAWINGS. EDGING SYMBOL DESCRIPTION MANUFACTURER STEEL EDGING TBD HARDSCAPE CONSTRUCTION SYMBOL DESCRIPTION FINISH COLOR INTEGRAL COLOR CONCRETE W/ EXPOSED AGGREGATE TBD TBD BRICK PAVING LIVE-EDGE WOOD SLAB PAVER (N) ASPHALT IN CITY ALLEY EXISTING CONCRETE SWALE TO REMAIN TRANSFORMER WITH REQUIRED CLEAR SPACE SURROUNDING. SEE ARCH DRAWINGS. ROCK SYMBOL DESCRIPTION MANUFACTURER MATERIAL COLOR NOTES PLANTING AREA WITH GRAVEL TOPDRESS. DECORATIVE STONE SOLUTIONS GRAVEL FRENCH VANILLA 3/8" SITE FURNISHINGS SYMBOL DESCRIPTION MANUFACTURER BENCH TDB E-101 H-101 H-102 H-103 H-105 H-107 H-108 K-101 S-101 REFERENCE NOTES SCHEDULE TOTAL PROPOSED HARDSCAPE: 1,660 SF RHY DDWH IVVXH DATE: SCALE: DRWN BY: CHKD BY: BEL=BERG ARCHITECTS LLP 270 MDLQ SW. SDQWD MRQLFD, CA 005 313.77.
77 T ARCHITECT 12818 VHQLFH BRXOHYDUG LRV AQJHOHV, CA
0066 T: (310) 310-838 11/07/22 PLANNING SUBMITTAL E: RIILFH#VEODVWXGLR.FRP Stephen Billings Landscape Architecture DARROW OFFICE BUILDING 88 S SANTA MONICA BLVD BEVERLY HILLS, CA
0212 NOT FOR CONSTRUCTION 01/06/23 PLANNING RESUBMITTAL 02/1/23 PLANNING RESUBMITTAL 03/10/23 PLANNING RESUBMITTAL 2023 03 10 AS NOTED SFSB L2.0 GROUND LEVEL HARDSCAPE PLAN N UP DN UP DN OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW BUILT IN MILLWORK @ BRACEFRAME PANTRY S-102 H-106 S-103 HARDSCAPE SYMBOL DESCRIPTION MANUFACTURER WOOD DECKING ON PEDESTAL PAVERS TBD SITE FURNISHINGS SYMBOL DESCRIPTION MANUFACTURER POTS TBD FURNITURE TBD TBD H-106 S-102 S-103 REFERENCE NOTES SCHEDULE Rev Date Issue DATE: SCALE: DRWN BY: CHKD BY: BELZBERG ARCHITECTS LLP 2740 Main St. Santa Monica, CA 90405 313.477.9477 T ARCHITECT 12818 Venice Boulevard Los Angeles, CA 90066 T: (310) 310-8438 11/07/22 PLANNING SUBMITTAL E: [email protected] Stephen Billings Landscape Architecture DARROW OFFICE BUILDING 9884 S SANTA MONICA BLVD BEVERLY HILLS, CA 90212 NOT FOR CONSTRUCTION 01/06/23 PLANNING RESUBMITTAL 02/14/23 PLANNING RESUBMITTAL 03/10/23 PLANNING RESUBMITTAL 2023 03 10 AS NOTED SFSB L2.2 SECOND FLOOR HARDSCAPE PLAN N S-103 H-106 S-102 K-101 K-101 K-101 K-101 K-101 K-101 K-101 SYMBOL DESCRIPTION PLANTING AREA WITH GRAVEL TOPDRESS. GRAVEL TO MATCH H-101. HARDSCAPE SYMBOL DESCRIPTION MANUFACTURER WOOD DECKING ON PEDESTAL PAVERS TBD SITE FURNISHINGS SYMBOL DESCRIPTION MANUFACTURER POTS TBD FURNITURE TBD TBD 1H-106 S-102 S-103 REFERENCE NOTES SCHEDULE RHY DDWH IVVXH DATE SCALE
DRWN BY
CHKD BY
BEL=BERG ARCHITECTS LLP 20 MDLQ SW. SDQWD MRQLFD CA
00 313..
T ARCHITECT 121 VHQLFH BRXOHYDUG LRV AQJHOHV CA
0066 T
310
310-3 11022 PLANNING SUBMITTAL E
RIILFH#VEODVWXGLR.FRP
Stephen Billings Landscape Architecture DARROW OFFICE BUILDING S SANTA MONICA BLVD BEVERLY HILLS CA
0212 NOT FOR CONSTRUCTION 010623 PLANNING RESUBMITTAL 02123 PLANNING RESUBMITTAL 031023 PLANNING RESUBMITTAL 2023 03 10 AS NOTED SFSB L2.3 THIRD FLOOR HARDSCAPE PLAN N S. SANTA MONICA BLVD. CHARLEVILLE BLVD. AC AC ACAC AC AC SA SASA SASA SA SA SASA SASASA SA SA SA SA SA LP LP LP LP LP LPLP SA SASA SA SA SA SA SA LPLP LPLP LP SASA SA SA SA SA SA LP LP LP LP LP LP LP SASA SA SASASA SA SA SA SA SA SA SA SA SA SA SA SA LP LPLP LP LP LP SASASA SASASA LP OL OL OL LH EG LH LH PL PL EG EG EG EG EG EG EG EG EG EG KO KO KOAT EA GP EA EA KB AA AA AP KR AT KO KOKO GP AO EA GP KB AA EAAS ADAT GP GP KO KO KO KO KO KOKO KB KB KB EA EA GP AV AV AVGP HP HP HP HPAS KR KR KR EA EA EA ADV KO KO KO KO KOKO KO KO KOAV EA EA EA AC CF AC CF CFCF CF CF CF CF SA SA SA SA SA AV AVAV LPLP SA SA SA SA KB KB SA SA SA SA SA LPLP LP AS AS AS AS LP LP AA AA CF SA SASA SA SA LPLP LP LP LP LP LPLP LP LP KR KRKR KR AA AT2 AT2 PL3PL2 PL2 PL2 LPLP LPLP KR SA LPLPLPLPLPLP KOAC AC LP LPLP LPLP AC KR SA GP GP GP SA AS LP LP LP ASAS SA SA KO KO KO KO LPLP LP LPLP SA KB KB KRKR AC SA SA SASA SASA TRANSFORMER WITH REQUIRED CLEAR SPACE SURROUNDING. SEE ARCH DRAWINGS. AC KRKRLPLPLP LPLP TREES CODE BOTANICAL / COMMON NAME CONT WUCOLS ACA SA2 ACACIA SALICINA / WILLOW ACACIA 36"BOX LOW ACA SAL ACACIA SALICINA / WILLOW ACACIA 48"BOX LOW GIN PS GINKGO BILOBA `PRINCETON SENTRY` / GINKGO 36"BOX LOW PLANT SCHEDULE GROUND FLOOR SHRUBS CODE BOTANICAL / COMMON NAME SIZE WUCOLS QTY AC ACACIA COGNATA 'ACCOG01' / COUSIN ITT LITTLE RIVER WATTLE 5 GAL MODERATE 13 AD ADENANTHOS SERICEUS / COASTAL WOOLLYBUSH 5 GAL LOW 1 AA AGAVE ATTENUATA / FOXTAIL AGAVE 15 GAL LOW 6 AO AGAVE OVATIFOLIA / WHALE'S TONGUE AGAVE 15 GAL LOW 1 AS AGAVE STRICTA / HEDGEHOG AGAVE 15 GAL LOW 9 AV AGAVE VILMORINIANA / OCTOPUS AGAVE 15 GAL LOW 7 AP ALOE PLICATILIS / FAN ALOE 15 GAL LOW 1 AT2 ALOE THRASKII / DUNE ALOE 15 GAL LOW 2 AT ALOE THRASKII / DUNE ALOE 24"BOX LOW 3 ADV ALOE X 'DAVID VERITY' / DAVID VERITY ALOE 5 GAL LOW 1 CF CYRTOMIUM FALCATUM / HOLLY FERN 5 GAL MODERATE 9 EG ECHINOCACTUS GRUSONII / GOLDEN BARREL CACTUS 15 GAL LOW 11 EA EUPHORBIA AMMAK / CANDELABRA SPURGE 15 GAL LOW 13 ACADAAAOASAV APAT2 AT ADV CFEGEA PLANT SCHEDULE GROUND FLOOR GP GREVILLEA LANIGERA 'PROSTRATE' / PROSTRATE WOOLY GREVILLEA 5 GAL LOW 10 HP HESPERALOE PARVIFLORA / RED YUCCA 5 GAL LOW 4 KB KALANCHOE BEHARENSIS / FELT PLANT 15 GAL LOW 9 KR KALANCHOE BRACTEATA / SILVER TEASPOONS 5 GAL LOW 14 KO KALANCHOE ORGYALIS / COPPER SPOONS KALANCHOE 5 GAL LOW 27 LH LEUCADENDRON X 'HAWAII MAGIC' / ROYAL HAWAIIAN MAGIC CONEBUSH 15 GAL LOW 3 LP LOMANDRA LONGIFOLIA 'ROMA 13' / PLATINUM BEAUTY® VARIEGATED MAT RUSH 5 GAL LOW 71 OL OLEA EUROPAEA 'MONTRA' / LITTLE OLLIE® OLIVE 15 GAL LOW 3 PL2 PACHYPODIUM LAMEREI / MADAGASCAR PALM 15 GAL LOW 3 PL3 PACHYPODIUM LAMEREI / MADAGASCAR PALM 24"BOX LOW 1 PL PACHYPODIUM LAMEREI / MADAGASCAR PALM 5 GAL LOW 2 SA SESLERIA AUTUMNALIS 'FINELEAF' / FINELEAF AUTUMN MOOR GRASS 1 GAL MODERATE 87 VINE/ESPALIER CODE BOTANICAL / COMMON NAME SIZE WUCOLS QTY SM SOLANDRA MAXIMA / CUP OF GOLD VINE 5 GAL MODERATE 6 GPHPKBKRKOLHLPOL PL2 PL3 PL SA SHRUBS CODE BOTANICAL / COMMON NAME SIZE WUCOLS QTY PLANT SCHEDULE GROUND FLOOR Rev Date Issue DATE: SCALE: DRWN BY: CHKD BY: BELZBERG ARCHITECTS LLP 2740 Main St. Santa Monica, CA 90405 313.477.9477 T ARCHITECT 12818 Venice Boulevard Los Angeles, CA 90066 T: (310) 310-8438 11/07/22 PLANNING SUBMITTAL E: [email protected] Stephen Billings Landscape Architecture DARROW OFFICE BUILDING 9884 S SANTA MONICA BLVD BEVERLY HILLS, CA 90212 NOT FOR CONSTRUCTION 01/06/23 PLANNING RESUBMITTAL 02/14/23 PLANNING RESUBMITTAL 03/10/23 PLANNING RESUBMITTAL 2023 03 10 AS NOTED SFSB L3.0 PLANTING PLAN N UP DN UP DN OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW BUILT IN MILLWORK @ BRACEFRAME PANTRY KB AA LH EG EG EG EG EGEG KBKB KRKR KR KOKO KOKO KO KO ADAPT AP KR SHRUBS PLANT SCHEDULE SHRUBS CODE BOTANICAL / COMMON NAME SIZE WUCOLS QTY AD ADENANTHOS SERICEUS / COASTAL WOOLLYBUSH 5 GAL LOW 1 AA AGAVE ATTENUATA / FOXTAIL AGAVE 15 GAL LOW 1 APT AGAVE PARRYI TRUNCATA / ARTICHOKE PARRY'S AGAVE 15 GAL LOW 1 AP ALOE PLICATILIS / FAN ALOE 15 GAL LOW 1 EG ECHINOCACTUS GRUSONII / GOLDEN BARREL CACTUS 15 GAL LOW 6 KB KALANCHOE BEHARENSIS / FELT PLANT 15 GAL LOW 3 KR KALANCHOE BRACTEATA / SILVER TEASPOONS 5 GAL LOW 4 KO KALANCHOE ORGYALIS / COPPER SPOONS KALANCHOE 5 GAL LOW 6 LH LEUCADENDRON X 'HAWAII MAGIC' / ROYAL HAWAIIAN MAGIC CONEBUSH 15 GAL LOW 1 ADAA APT APEGKBKRKOLH PLANT SCHEDULE Rev Date Issue DATE: SCALE: DRWN BY: CHKD BY: BELZBERG ARCHITECTS LLP 2740 Main St. Santa Monica, CA 90405 313.477.9477 T ARCHITECT 12818 Venice Boulevard Los Angeles, CA 90066 T: (310) 310-8438 11/07/22 PLANNING SUBMITTAL E: [email protected] Stephen Billings Landscape Architecture DARROW OFFICE BUILDING 9884 S SANTA MONICA BLVD BEVERLY HILLS, CA 90212 NOT FOR CONSTRUCTION 01/06/23 PLANNING RESUBMITTAL 02/14/23 PLANNING RESUBMITTAL 03/10/23 PLANNING RESUBMITTAL 2023 03 10 AS NOTED SFSB L3.2 THIRD FLOOR PLANTING PLAN N GM LH YR YR GM HP LH LHLH LG LG AC EAEA EAEA EAAC AC PA PA SCAPT LG ACAC AC AC EAAC AC AC AC AA APT APT AC AG AC CT CT AC SCSCSC SC SCSC SCSCSCSC AAAA AA SCSCSCSCAPTCT SC SC LH LH LHSCSCSC AA PA APT LH KLKLKL KL KL KLKL KL KL KLKLKLKL KL KL KLKLKLKL KL KLKL KLKLKL LG YR AC AC PA LG HP SC SC HP SC PE PE AE AP HP KR KR KRAA SHRU%S C2DE %2TAN,CAL C2MM2N NAME S,=E :UC2LS 4TY AC ACAC,A C2GNATA ACC2G
C2US,N ,TT L,TTLE R,9ER :ATTLE GAL M2DERATE AE AE2N,UM ; SUN%URST
SUN%URST AE2N,UM GAL L2: AA AGA9E ATTENUATA )2;TA,L AGA9E GAL L2: AG AGA9E DESMET,ANA 9AR,EGATA
9AR,EGATED SM22TH AGA9E GAL L2: APT AGA9E PARRY, TRUNCATA ART,CH2KE PARRY S AGA9E GAL L2: AP AL2E PL,CAT,L,S )AN AL2E GAL L2: CT CH2NDR2PETALUM TECT2RUM CAPE RUSH GAL L2: EA EUPH2R%,A AMMAK CANDELA%RA SPURGE GAL L2: GM GRE9,LLEA ; M22NL,GHT
M22NL,GHT GRE9,LLEA GAL L2: HP HESPERAL2E PAR9,)L2RA RED YUCCA GAL L2: KR KALANCH2E %RACTEATA S,L9ER TEASP22NS GAL L2: KL KALANCH2E LUC,AE PADDLE PLANT GAL L2: LG LEUCADENDR2N GALP,N,, GALP,N S C2NE%USH GAL L2: ACAE AAAGAPT APCTEA GMHPKRKL LG PLANT SCHEDULE LH LEUCADENDR2N ; HA:A,, MAG,C
R2YAL HA:A,,AN MAG,C C2NE%USH GAL L2: PE PH2RM,UM ; E9EN,NG GL2:
E9EN,NG GL2: NE: =EALAND )LA; GAL M2DERATE PA P2RTULACAR,A A)RA ELEPHANT %USH GAL L2: SC SENEC,2 CYL,NDR,CUS NARR2:LEA) CHALKST,CKS GAL L2: YR YUCCA R2STRATA %EAKED YUCCA GAL L2: GR2UND C29ERS C2DE %2TAN,CAL C2MM2N NAME C2NT :UC2LS SPAC,NG 4TY SP SEDUM PALMER, PALMER S SEDUM P2T L2: RF S) LHPEPASCYR SHRU%S C2DE %2TAN,CAL C2MM2N NAME S,=E :UC2LS 4TY PLANT SCHEDULE RHY DDWH ,VVXH DATE SCALE
DR:N %Y
CHKD %Y
%EL=%ERG ARCH,TECTS LLP MDLQ SW SDQWD MRQLFD CA
T ARCH,TECT 9HQLFH %RXOHYDUG LRV AQJHOHV CA
T
PLANN,NG SU%M,TTAL E
RIILFH#VEODVWXGLRFRP
Stephen Billings Landscape Architecture DARR2: 2)),CE %U,LD,NG S SANTA M2N,CA %L9D %E9ERLY H,LLS CA
N2T )2R C2NSTRUCT,2N PLANN,NG RESU%M,TTAL PLANN,NG RESU%M,TTAL PLANN,NG RESU%M,TTAL AS N2TED S)S% L TH,RD )L22R PLANT,NG PLAN N Rev Date Issue DATE: SCALE: DRWN BY: CHKD BY: BELZBERG ARCHITECTS LLP 2740 Main St. Santa Monica, CA 90405 313.477.9477 T ARCHITECT 12818 Venice Boulevard Los Angeles, CA 90066 T: (310) 310-8438 11/07/22 PLANNING SUBMITTAL E: [email protected] Stephen Billings Landscape Architecture DARROW OFFICE BUILDING 9884 S SANTA MONICA BLVD BEVERLY HILLS, CA 90212 NOT FOR CONSTRUCTION 01/06/23 PLANNING RESUBMITTAL 02/14/23 PLANNING RESUBMITTAL 03/10/23 PLANNING RESUBMITTAL 2023 03 10 AS NOTED SFSB L3.4 GROUND LEVEL PLANT IMAGES Rev Date Issue DATE: SCALE: DRWN BY: CHKD BY: BELZBERG ARCHITECTS LLP 2740 Main St. Santa Monica, CA 90405 313.477.9477 T ARCHITECT 12818 Venice Boulevard Los Angeles, CA 90066 T: (310) 310-8438 11/07/22 PLANNING SUBMITTAL E: [email protected] Stephen Billings Landscape Architecture DARROW OFFICE BUILDING 9884 S SANTA MONICA BLVD BEVERLY HILLS, CA 90212 NOT FOR CONSTRUCTION 01/06/23 PLANNING RESUBMITTAL 02/14/23 PLANNING RESUBMITTAL 03/10/23 PLANNING RESUBMITTAL 2023 03 10 AS NOTED SFSB L3.5 SECOND FLOOR PLANT IMAGES Rev Date Issue DATE: SCALE: DRWN BY: CHKD BY: BELZBERG ARCHITECTS LLP 2740 Main St. Santa Monica, CA 90405 313.477.9477 T ARCHITECT 12818 Venice Boulevard Los Angeles, CA 90066 T: (310) 310-8438 11/07/22 PLANNING SUBMITTAL E: [email protected] Stephen Billings Landscape Architecture DARROW OFFICE BUILDING 9884 S SANTA MONICA BLVD BEVERLY HILLS, CA 90212 NOT FOR CONSTRUCTION 01/06/23 PLANNING RESUBMITTAL 02/14/23 PLANNING RESUBMITTAL 03/10/23 PLANNING RESUBMITTAL 2023 03 10 AS NOTED SFSB L3.6 THIRD FLOOR PLANT IMAGES Rev Date Issue DATE: SCALE: DRWN BY: CHKD BY: BELZBERG ARCHITECTS LLP 2740 Main St. Santa Monica, CA 90405 313.477.9477 T ARCHITECT 12818 Venice Boulevard Los Angeles, CA 90066 T: (310) 310-8438 11/07/22 PLANNING SUBMITTAL E: [email protected] Stephen Billings Landscape Architecture DARROW OFFICE BUILDING 9884 S SANTA MONICA BLVD BEVERLY HILLS, CA 90212 NOT FOR CONSTRUCTION 01/06/23 PLANNING RESUBMITTAL 02/14/23 PLANNING RESUBMITTAL 03/10/23 PLANNING RESUBMITTAL 2023 03 10 AS NOTED SFSB L3.7 ELEVATION QTY. SYMB. 23 LIGHTING SCHEDULE DESCRIPTION MANUFACTURER / MODEL MANUFACTURER: SPJ LIGHTING MODEL: MR. UNIVERSATILITY-MBR-2W-FLOOD-150-2700K-8-15V FINISH: MATTE BRONZE AIMABLE ACCENT LIGHT S. SANTA MONICA BLVD. CHARLEVILLE BLVD. AC AC ACAC AC AC SA SASA SASA SA SA SASA SASASA SA SA SA SA SA LP LP LP LP LP LPLP SA SASA SA SA SA SA SA LPLP LPLP LP SASA SA SA SA SA SA LP LP LP LP LP LP LP SASA SA SASASA SA SA SA SA SA SA SA SA SA SA SA SA LP LPLP LP LP LP SASASA SASASA LP OL OL OL LH EG LH LH PL PL EG EG EG EG EG EG EG EG EG EG KO KO KOAT EA GP EA EA KB AA AA AP KR AT KO KOKO GP AO EA GP KB AA EAAS ADAT GP GP KO KO KO KO KO KOKO KB KB KB EA EA GP AV AV AVGP HP HP HP HPAS KR KR KR EA EA EA ADV KO KO KO KO KOKO KO KO KOAV EA EA EA AC CF AC CF CFCF CF CF CF CF SA SA SA SA SA AV AVAV LPLP SA SA SA SA KB KB SA SA SA SA SA LPLP LP AS AS AS AS LP LP AA AA CF SA SASA SA SA LPLP LP LP LP LP LPLP LP LP KR KRKR KR AA AT2 AT2 PL3PL2 PL2 PL2 LPLP LPLP KR SA LPLPLPLPLPLP KOAC AC LP LPLP LPLP AC KR SA GP GP GP SA AS LP LP LP ASAS SA SA KO KO KO KO LPLP LP LPLP SA KB KB KRKR AC SA SA SASA SASA TRANSFORMER WITH REQUIRED CLEAR SPACE SURROUNDING. SEE ARCH DRAWINGS. AC KRKRLPLPLP LPLP Rev Date Issue DATE: SCALE: DRWN BY: CHKD BY: BELZBERG ARCHITECTS LLP 2740 Main St. Santa Monica, CA 90405 313.477.9477 T ARCHITECT 12818 Venice Boulevard Los Angeles, CA 90066 T: (310) 310-8438 11/07/22 PLANNING SUBMITTAL E: [email protected] Stephen Billings Landscape Architecture DARROW OFFICE BUILDING 9884 S SANTA MONICA BLVD BEVERLY HILLS, CA 90212 NOT FOR CONSTRUCTION 01/06/23 PLANNING RESUBMITTAL 02/14/23 PLANNING RESUBMITTAL 03/10/23 PLANNING RESUBMITTAL 2023 03 10 AS NOTED SFSB L5.0 LANDSCAPE LIGHTING PLAN N Rev Date Issue DATE: SCALE: DRWN BY: CHKD BY: BELZBERG ARCHITECTS LLP 2740 Main St. Santa Monica, CA 90405 313.477.9477 T ARCHITECT 12818 Venice Boulevard Los Angeles, CA 90066 T: (310) 310-8438 11/07/22 PLANNING SUBMITTAL E: [email protected] Stephen Billings Landscape Architecture DARROW OFFICE BUILDING 9884 S SANTA MONICA BLVD BEVERLY HILLS, CA 90212 NOT FOR CONSTRUCTION 01/06/23 PLANNING RESUBMITTAL 02/14/23 PLANNING RESUBMITTAL 03/10/23 PLANNING RESUBMITTAL 2023 03 10 AS NOTED SFSB L5.1 LANDSCAPE LIGHTING CUTSHEETS NOTES: 1. ALL PROPOSED LIGHT FIXTURES TO BE SHIELDED SO THAT NO DIRECT BEAMS FALL UPON PUBLIC STREETS, ALLEYS, OR OTHER PRIVATE PROPERTY.
UP
UP
DN UP
UP UP
12345
ABC
16'-0" 16'-0" 16'-0" 16'-0"
20'-0" 20'-0"
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
(E) BRICK LANDING AND
PLANTER AT ENTRY
CLERESTORY
WINDOWS @
5' AFF
LINE OF
OVERHANG
ABOVE
(E) CLERESTORY
WINDOWS @ 5' AFF
(E) EXTERIOR COURTYARD
DASHED LINE REPRESENTS
ORIGINAL (HISTORIC) LOCATION
OF BUILDING FOOTPRINT
EXISTING HISTORIC WINDOW HARDWARE
TO BE SAVED AND REUSED BY
RESTORATION CONTRACTOR
PROJECT NUMBER:
2740 MAIN STREET
SANTA MONICA, CA 90405
310.453.9611
www.belzbergarchitects.com
belzberg architects
APPLICANT
IMPACT REAL ESTATE GROUP, LLC
2029 CENTURY PARK EAST
SUITE 2980
LOS ANGELES, CA 90067
310.552.2727
[email protected]
ARCHITECT
BELZBERG ARCHITECTS LLP
2740 MAIN STREET
SANTA MONICA, CA 90405
BROCK DESMIT, R.A.
313.477.9477
[email protected]
4/28/2023 9:43:59 AM
DARROW OFFICE
BUILDING
APRIL 27, 2023
21004
GROUND FLOOR
EXISTING PLAN
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
PLANNING RESUBMITTAL
A100
SCALE: 1/4" = 1'-0"
GROUND FLOOR - EXISTING
1 # DESCRIPTION DATE
DN
DN
DN
1 2 3 4 5
A
B
C
16'-0" 16'-0" 16'-0" 16'-0"
OPEN TO BELOW
EXTERIOR PATIO
OPEN TO BELOW
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
(E) PLANTER IN
FLOOR
PROTECT HISTORIC
ARCHITECTURAL
SCREENING ELEMENTS
AND SUPPORTING
STRUCTURE
20'-0" 20'-0"
PROJECT NUMBER:
2740 MAIN STREET
SANTA MONICA, CA 90405
310.453.9611
www.belzbergarchitects.com
belzberg architects
APPLICANT
IMPACT REAL ESTATE GROUP, LLC
2029 CENTURY PARK EAST
SUITE 2980
LOS ANGELES, CA 90067
310.552.2727
[email protected]
ARCHITECT
BELZBERG ARCHITECTS LLP
2740 MAIN STREET
SANTA MONICA, CA 90405
BROCK DESMIT, R.A.
313.477.9477
[email protected]
4/28/2023 9:44:00 AM
DARROW OFFICE
BUILDING
APRIL 27, 2023
21004
SECOND FLOOR
EXISTING PLAN
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
PLANNING RESUBMITTAL
A101
SCALE: 1/4" = 1'-0"
SECOND FLOOR-EXISTING
1 EXISTING HISTORIC WINDOW HARDWARE # DESCRIPTION DATE
TO BE SAVED AND REUSED BY
RESTORATION CONTRACTOR
3/16" = 1'-0" scale:
N
scale:
0 1 2 4 8
1/8" = 1'-0"
0 1 2 4 8
SB SB
1 A300
A300
A301 1
2 1 2 3 4 5
A
B
C
CHARLEVILLE BLVD.
SANTA MONICA BLVD.
50'-0"
(E) WTR,
TYP.
(E) CURB (E) STREET TREE AND CUTOUT
AROUND TREE TO REMAIN
9882 S. SANTA MONICA BLVD.
(COMMERCIAL)
(E) STREET TREE
AND CUTOUT
AROUND TREE TO
REMAIN
9882 S. SANTA MONICA BLVD.
(COMMERCIAL)
(E) PARKING SIGN (E)PARKING MTR, TYP.
(E) SEWER
(E) WTR
(E) BOLLARD
NEIGHBOR'S
(E) GAS MTR
(E) SEWER ACCESS
(E) SEWER
ACCESS
(E) DRAIN
(E) STREET
LIGHTING
(E) POSTAL BOX
(N) PLANTING (E) GAS MTR, TO
BE REMOVED
(E) WATER MTR, TO
BE RELOCATED
(E) TRANSFORMER
(E) TRAFFIC SIGNAL
(E) STREET LIGHTING
(E) TRAFFIC LIGHT
(E) STREET LIGHTING
OVERHANG, TYP.
PROPERTY LINE
TOTAL AREA:
6,006 SF
(N) PROPOSED
PLANTING
(E) TRAFFIC SIGNAL
(E) TRAFFIC LIGHT
(E) TREE TO
REMAIN
(E) STORM DRAIN
(E) HISTORIC BRICK WALL TO BE DISASSEMBLED AND
RECONSTRUCTED TO ORIGINAL CONDITION.
CONTRACTOR TO REUSE EXISTING BRICKS. CONTRACTOR
TO DO PAINT REMOVAL TESTS WITH CHEMICALS IN
INCONSPICUOUS LOCATIONS.
(E)
HEDGES @
ADJACENT
PROPERTY
PR
OPERTY LINE
50'-0"
PROPERTY LINE
120'-0 1/8"
(E) HISTORIC
ENTRY STAIR
UP 6R UP 4R
2 A400
(E) SEWER
NO SETBACK REQUIRED
38'-5 1/2" SETBACK
NEW PLANTED
AREA
(N) BOLLARDS, TYP.
LINE OF
OVERHANG
ABOVE
01 STANDARD
EV CHARGING
02 STANDARD
EV CHARGING
03 VAN ACCESSIBLE
EV CHARGING
NEW PLANTED AREA
(E) UTILITY POLE
R
TO BE REMOVED
20' - 0" TYP.
8'-0"
9'-0"
15'-3 1/2" MIN CLR
17'-1 1/2"
CITY ALLEY
19'-0"
9'-0"
9'-0"
60.00°
A301
2 ALLEY TO BE REPAVED
WITH ASPHALT PER
CITY'S STANDARD
DETAIL
PROPOSED BRICK
PAVING, REF
LANDSCAPE PLAN
TOTAL PROPOSED
HARDSCAPE: 1,660 SF
(N) TREE
(N) TREE
(N) TREE
(N) PROPOSED EXENTED PLANTING AREA ,
REF LANDSCAPE PLANS
(E) PAC BELL
(E) CONCRETE
AROUND SEWER
ACCESS
(E) CONCRETE
AROUND SEWER
ACCESS
(E) CONCRETE
SWALE
(N) PAD MOUNTED
TRANSFORMER
(72" x 94")
(E) BRICK WALL
57'-10 1/8"
(N) CURB
(E) BRICK WALL RETURN
A113
1 TYP. REQ'D CLEARANCE @ SIDES OF PAD
3'-0"
3'-11 1/8"
3'-7"
3'-0"
PROPOSED TEMPORARY
25' X 10' VAN LOADING
SPACE
PARKING
LOADING SPACE
RELIEF FROM MINIMUM MANEUVERABILITY STANDARDS FOR LOADING SPACES REQUESTED PER APPLICATION FOR HISTORIC INCENTIVE PERMIT.
THE PROJECT PROPOSES (1) ON-SITE 25' X 10' VAN LOADING SPACE AS REQUIRED BY BHMC 10-3-2740
PROJECT EXEMPT FROM MINIMUM PARKING REQUIREMENTS PER AB 2097 THE PARKING PROPOSED CONSISTS OF (1) STANDARD ACCESSIBLE VAN SPACE AND (2)
STANDARD PARKING SPACES WHICH IS LESS THAN TYPICALLY REQUIRED DUE TO THE
PHYSICAL CONSTRAINTS OF THE LOT AND IN ORDER TO PRESERVE THE EXISTING HISTORIC BUILDING.
RUBBISH ROOM
ANTICIPATED RUBBISH GENERATION CALCULATED PER BHMC SECTION 9-3-1.D. -FOR 6,214 SF OFFIC:E 8.88 CUBIC FEET PER DAY
-FOR 814 SF RETAIL: 8.14 CUBIC FEET PER DAY
1 RUBBISH STORAGE SPACE REQUIRED PER BHMC 9-3-1.E. RUBBISH STORAGE SPACE REQUIRED TO CONTAIN NOT LESS THAN 40 SQUARE FEET OF FLOOR AREA, WITH MINIMUM INSIDE DIMENSIONS OF (8' X 5') PER BHMC 9-3-1.F.
RELIEF FROM REQUIREMENT OF MINIMUM 8' X 5' INSIDE DIMENSIONS REQUESTED PER APPLICATION FOR HISTORIC INCENTIVE PERMIT.
PROJECT NUMBER:
2740 MAIN STREET
SANTA MONICA, CA 90405
310.453.9611
www.belzbergarchitects.com
belzberg architects
APPLICANT
IMPACT REAL ESTATE GROUP, LLC
2029 CENTURY PARK EAST
SUITE 2980
LOS ANGELES, CA 90067
310.552.2727
[email protected]
ARCHITECT
BELZBERG ARCHITECTS LLP
2740 MAIN STREET
SANTA MONICA, CA 90405
BROCK DESMIT, R.A.
313.477.9477
[email protected]
4/28/2023 9:44:01 A
M
DARROW OFFICE
BUILDING
APRIL 27, 2023
21004
SITE PLAN
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
PLANNING RESUBMITTAL
A110
SCALE: 3/16" = 1'-0"
SITE PLAN
1 NORTH
# DESCRIPTION DATE
(N) FIXED BOLLARDS
17'-0"
(N) PAD MOUNTED
TRANSFORMER
(72" x 94")
(N) CURB
(E) BRICK WALL RETURN
8'-0" 6'-0" 3'-0"
3'-0" 7'-10" 3'-0"
15'-4 3/4"
2 A113
4'-6" MAX
3'-11"
(N) REMOVABLE
BOLLARDS @ DOOR
SIDE
MIN
1'-6"
0'-3"
(E) BRICK WALL)
6'-5 3/4"
MIN
1'-6"
3'-6"
800A 3PHASE
TRANSFORMER
REMOVABLE
PROTECTIVE
BOLLARDS
72" X 94"
PRECAST PAD5'-0"
TYP.
APPROX. ANTICIPATED
HEIGHT OF SCE
TRANSFORMER PER.
SCE PLANNER
PROJECT NUMBER:
2740 MAIN STREET
SANTA MONICA, CA 90405
310.453.9611
www.belzbergarchitects.com
belzberg architects
APPLICANT
IMPACT REAL ESTATE GROUP, LLC
2029 CENTURY PARK EAST
SUITE 2980
LOS ANGELES, CA 90067
310.552.2727
[email protected]
ARCHITECT
BELZBERG ARCHITECTS LLP
2740 MAIN STREET
SANTA MONICA, CA 90405
BROCK DESMIT, R.A.
313.477.9477
[email protected]
4/28/2023 9:44:01 A
M
DARROW OFFICE
BUILDING
APRIL 27, 2023
21004
TRANSFORMER
PLAN
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
PLANNING RESUBMITTAL
A113
SCALE: 1/4" = 1'-0"
TRANSFORMER - ENLARGED PLAN
1 SCALE: 1/4" = 1'-0"
TRANSFORMER - SECTION
2 # DESCRIPTION DATE
UP
SD /
CMD
SD
1 A400
12345
ABC
2 A401
1 A401
2 A400
10'-9"
12'-8 1/2"
121 SF
MECHANICAL
ROOM
001
EMPLOYEE LOCKERS
LONG TERM
BIKE STORAGE
ROOM NAME & NUMBER
DOOR NUMBER
PLAN SYMBOLS
WALL FRAMING TYPE
WINDOW WALL NUMBER / SKYLIGHT TYPE
MATERIAL TAG
1i 6
101
Bedroom
101
GYP-1
PLAN NOTES
1. EACH APPLIANCE PROVIDED AND INSTALLED MEETS ENERGY STAR IN AN ENERGY STAR DESIGNATION IS APPLICABLE FOR THAT APPLIANCE (4.210.1, 9.210.1)
2. THE FLOW RATES FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN TABLE 4.403.2 / TABLE 9.403.2 (4.303.1, 9.303.1). REFER TO GRN 16 ON G0.20.
3. BATHROOM FANS NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE
VENTILATION SYSTEM MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE (4.506.1, 9.506.1).
4. DIMENSIONS TO PARTITIONS ON FLOOR PLANS ARE TO FACE OF STUD OR FACE OF CONCRETE, UNLESS OTHERWISE NOTED. SEE A650 & A651 FOR
5. ALL ROOF RUNOFF TO DRAIN TO RAIN WATER STORAGE TANK. SEE PLUMBING AND CIVIL DRAWINGS.
EXHAUST FAN IN CEILING, ENERGY STAR
COMPLIANT. DUCTED TO TERMINATE
OUTSIDE THE BUILDING
COMBINATION SMOKE / CARBON MONOXIDE
DETECTOR
SMOKE DETECTOR
PROJECT NUMBER:
2740 MAIN STREET
SANTA MONICA, CA 90405
310.453.9611
www.belzbergarchitects.com
belzberg architects
APPLICANT
IMPACT REAL ESTATE GROUP, LLC
2029 CENTURY PARK EAST
SUITE 2980
LOS ANGELES, CA 90067
310.552.2727
[email protected]
ARCHITECT
BELZBERG ARCHITECTS LLP
2740 MAIN STREET
SANTA MONICA, CA 90405
BROCK DESMIT, R.A.
313.477.9477
[email protected]
4/28/2023 9:44:02 AM
DARROW OFFICE
BUILDING
APRIL 27, 2023
21004
BASEMENT PLAN
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
PLANNING RESUBMITTAL
A200
SCALE: 1/4" = 1'-0"
BASEMENT PLAN
1 # DESCRIPTION DATE
UP
UP
DN
SD /
CMD
SD
1 A300
A300
A301 1
2 1
A400
1 2 3 4 5
A
B
C
UP 6R UP 4R
16'-0" 16'-0" 16'-0" 16'-0"
20'-0" 20'-0"
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
2 A401
UP
TO BASEMENT
699 SF
OPEN OFFICE
101
526 SF
EMPLOYEE
LOUNGE /
INFORMAL
CONFERENCE
110
142 SF
OFFICE
111
225 SF
EXTERIOR
COURTYARD
112
172 SF
OFFICE
106
80 SF
ALL GENDER
RESTROOM
109 59 SF
MENS RESTROOM
108
373 SF
LOBBY
100
105 SF
OFFICE
102
75 SF
STAIR
SA1
52 SF
ELEVATOR
EV1
53 SF
RUBBISH RM.
114
1 A401
2 A400
109 108
106
XSA1
X114
X101A
X101B
111
100
4'-0 1/4" 3'-0 1/4"
X100B
101
102
104 103
105
106
107
108
109
111 112
LINE OF
OVERHANG ABOVE
BUILT IN
SEATING
X100A
A250
1 A240
1 A301
2 110
110
2 CY BIN
(72" X 34.5")
MSA
FULL
HT.
CABS
45 SF
ELEVATOR
MACHINE ROOM
115
103 SF
Room
103
2'-11 1/2"
7'-2 1/8"
102
103
MILLWORK WALL
WITH VERTICAL
BIKE STORAGE
A241
1 BUILDING METRICS DASHBOARD
7'-1 7/8"
ROOM NAME & NUMBER
DOOR NUMBER
PLAN SYMBOLS
WALL FRAMING TYPE
WINDOW WALL NUMBER / SKYLIGHT TYPE
MATERIAL TAG
1i
6 101
Bedroom
101
GYP-1
PLAN NOTES
1. EACH APPLIANCE PROVIDED AND INSTALLED MEETS ENERGY STAR IN AN ENERGY STAR DESIGNATION IS APPLICABLE FOR THAT APPLIANCE (4.210.1, 9.210.1)
2. THE FLOW RATES FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN TABLE 4.403.2 / TABLE 9.403.2 (4.303.1, 9.303.1). REFER TO GRN 16 ON G0.20.
3. BATHROOM FANS NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE
VENTILATION SYSTEM MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE (4.506.1, 9.506.1).
4. DIMENSIONS TO PARTITIONS ON FLOOR PLANS ARE TO FACE OF STUD OR FACE OF CONCRETE, UNLESS OTHERWISE NOTED. SEE A650 & A651 FOR
5. ALL ROOF RUNOFF TO DRAIN TO RAIN WATER STORAGE TANK. SEE PLUMBING AND CIVIL DRAWINGS.
EXHAUST FAN IN CEILING, ENERGY STAR
COMPLIANT. DUCTED TO TERMINATE
OUTSIDE THE BUILDING
COMBINATION SMOKE / CARBON MONOXIDE
DETECTOR
SMOKE DETECTOR
PROJECT NUMBER:
2740 MAIN STREET
SANTA MONICA, CA 90405
310.453.9611
www.belzbergarchitects.com
belzberg architects
APPLICANT
IMPACT REAL ESTATE GROUP, LLC
2029 CENTURY PARK EAST
SUITE 2980
LOS ANGELES, CA 90067
310.552.2727
[email protected]
ARCHITECT
BELZBERG ARCHITECTS LLP
2740 MAIN STREET
SANTA MONICA, CA 90405
BROCK DESMIT, R.A.
313.477.9477
[email protected]
4/28/2023 9:44:04 A
M
DARROW OFFICE
BUILDING
APRIL 27, 2023
21004
GROUND FLOOR
PLAN
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
PLANNING RESUBMITTAL
A201
SCALE: 1/4" = 1'-0"
GROUND FLOOR PLAN
1 NORTH
# DESCRIPTION DATE
SD /
CMD
SD
UP
DN
UP
DN
ROOM NAME & NUMBER
DOOR NUMBER
PLAN SYMBOLS
WALL FRAMING TYPE
WINDOW WALL NUMBER / SKYLIGHT TYPE
MATERIAL TAG
1i
6 101
Bedroom
101
GYP-1
PLAN NOTES
1. EACH APPLIANCE PROVIDED AND INSTALLED MEETS ENERGY STAR IN AN ENERGY STAR DESIGNATION IS APPLICABLE FOR THAT APPLIANCE (4.210.1, 9.210.1)
2. THE FLOW RATES FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN TABLE 4.403.2 / TABLE 9.403.2 (4.303.1, 9.303.1). REFER TO GRN 16 ON G0.20.
3. BATHROOM FANS NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE
VENTILATION SYSTEM MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE (4.506.1, 9.506.1).
4. DIMENSIONS TO PARTITIONS ON FLOOR PLANS ARE TO FACE OF STUD OR FACE OF CONCRETE, UNLESS OTHERWISE NOTED. SEE A650 & A651 FOR
5. ALL ROOF RUNOFF TO DRAIN TO RAIN WATER STORAGE TANK. SEE PLUMBING AND CIVIL DRAWINGS.
EXHAUST FAN IN CEILING, ENERGY STAR
COMPLIANT. DUCTED TO TERMINATE
OUTSIDE THE BUILDING
COMBINATION SMOKE / CARBON MONOXIDE
DETECTOR
SMOKE DETECTOR
1 A400
1 2 3 4 5
A
B
C
16'-0" 16'-0" 16'-0" 16'-0"
20'-0" 20'-0"
OPEN TO
BELOW
OPEN TO BELOW
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
OPEN
TO
BELOW
2 A401
BUILT IN MILLWORK @ BRACEFRAME
PANTRY
131 SF
OFFICE
206
306 SF
EMPLOYEE
LOUNGE/
KITCHEN
211
64 SF
ALL GENDER
RESTROOM
210
59 SF
WOMENS
RESTROOM
209
140 SF
STAIR
SA2
288 SF
OFFICE
202
289 SF
OFFICE
203
259 SF
OFFICE
204
162 SF
OFFICE
201
84 SF
CORRIDOR
208
52 SF
ELEVATOR
EV3
713 SF
OPEN OFFICE/
RECEPTION
200
53 SF
OUTDOOR
TERRACE
205
273 SF
OUTDOOR
TERRACE
212
118 SF
OFFICE
207
1 A401
2 A400
SA2
206
513
512
201
202
203
204
103
203
202
207
200
208
209
210
211
212
204
205
4'-0"
206
A240
2 A250
2 A301
2 SKYLIGHT
ABOVE
207
BUILT IN MILLWORK @ PILASTERS
PROJECT NUMBER:
2740 MAIN STREET
SANTA MONICA, CA 90405
310.453.9611
www.belzbergarchitects.com
belzberg architects
APPLICANT
IMPACT REAL ESTATE GROUP, LLC
2029 CENTURY PARK EAST
SUITE 2980
LOS ANGELES, CA 90067
310.552.2727
[email protected]
ARCHITECT
BELZBERG ARCHITECTS LLP
2740 MAIN STREET
SANTA MONICA, CA 90405
BROCK DESMIT, R.A.
313.477.9477
[email protected]
4/28/2023 9:44:07 A
M
DARROW OFFICE
BUILDING
APRIL 27, 2023
21004
SECOND FLOOR
PLAN
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
PLANNING RESUBMITTAL
A202
SCALE: 1/4" = 1'-0"
SECOND FLOOR PLAN
1 NORTH
# DESCRIPTION DATE
(E) PLASTER FINS W/
METAL ANGLED CAP. TYP.
SD /
CMD
SD
DN
DN
ROOM NAME & NUMBER
DOOR NUMBER
PLAN SYMBOLS
WALL FRAMING TYPE
WINDOW WALL NUMBER / SKYLIGHT TYPE
MATERIAL TAG
1i
6 101
Bedroom
101
GYP-1
PLAN NOTES
1. EACH APPLIANCE PROVIDED AND INSTALLED MEETS ENERGY STAR IN AN ENERGY STAR DESIGNATION IS APPLICABLE FOR THAT APPLIANCE (4.210.1, 9.210.1)
2. THE FLOW RATES FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN TABLE 4.403.2 / TABLE 9.403.2 (4.303.1, 9.303.1). REFER TO GRN 16 ON G0.20.
3. BATHROOM FANS NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE
VENTILATION SYSTEM MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE (4.506.1, 9.506.1).
4. DIMENSIONS TO PARTITIONS ON FLOOR PLANS ARE TO FACE OF STUD OR FACE OF CONCRETE, UNLESS OTHERWISE NOTED. SEE A650 & A651 FOR
5. ALL ROOF RUNOFF TO DRAIN TO RAIN WATER STORAGE TANK. SEE PLUMBING AND CIVIL DRAWINGS.
EXHAUST FAN IN CEILING, ENERGY STAR
COMPLIANT. DUCTED TO TERMINATE
OUTSIDE THE BUILDING
COMBINATION SMOKE / CARBON MONOXIDE
DETECTOR
SMOKE DETECTOR
01 3
1 A400
1 2 3 4 5
A
B
C
2 A401
OPEN TO
BELOW
OPEN TO
BELOW
81 SF
CLOSET
305
102 SF
STAIR
SA3
179 SF
OFFICE
303
60 SF
ALL GENDER
RESTROOM
304
945 SF
OUTDOOR
TERRACE
306
PLANTER, TYP.
SKYLIGHT
1 A401
16'-0" 16'-0" 16'-0" 16'-0"
20'-0" 20'-0"
2 A400
SA3
304
305
X308
GRILL
OUTDOOR SINK &
CASEWORK
300
301
302
307
308
304
309
PLANTER, TYP.
ROOF ACCESS
HATCH ABOVE
1'-6"
A240
3 A250
3 318 SF
ELEVATOR
LOBBY/
CIRCULATION
300
ELEC. CHASE
146 SF
LOUNGE
301
305
306
303
MOP SINK
2'-0"
3'-1 1/4"
4'-2 1/4"
3'-1 3/8"
CONFERENCE
302
ELEVATOR
EV3
PROJECT NUMBER:
2740 MAIN STREET
SANTA MONICA, CA 90405
310.453.9611
www.belzbergarchitects.com
belzberg architects
APPLICANT
IMPACT REAL ESTATE GROUP, LLC
2029 CENTURY PARK EAST
SUITE 2980
LOS ANGELES, CA 90067
310.552.2727
[email protected]
ARCHITECT
BELZBERG ARCHITECTS LLP
2740 MAIN STREET
SANTA MONICA, CA 90405
BROCK DESMIT, R.A.
313.477.9477
[email protected]
4/28/2023 9:44:13 A
M
DARROW OFFICE
BUILDING
APRIL 27, 2023
21004
THIRD FLOOR PLAN
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
PLANNING RESUBMITTAL
A203
SCALE: 1/4" = 1'-0"
03 THIRD FLOOR
2 NORTH
# DESCRIPTION DATE
SD /
CMD
SD
1 A400
1 2 3 4 5
A
B
C
2 A401
DECK BELOW
AWNING OVER DECK BELOW
42" GLASS GUARDRAIL
SOLAR PANELS, TYP.
ROOF GUARD FOR MECH.
EQUIP. PER CBC 1015.6
1 A401
2 A400
ROOF DRAIN W/
OVERFLOW DRAIN
1/4"/1' MIN SLOPE
1/4"/1' MIN SLOPE
EXTG. 1/4"/1'
MIN SLOPE
EXTG. 1/4"/1'
MIN SLOPE
ROOF ACCESS
HATCH WITH RAIL
SYSTEM PER CMC
304.3 AND CBC 1015.7
OPEN TO
BELOW
ROOF COVERING TO
BE CLASS A
ROOM NAME & NUMBER
DOOR NUMBER
PLAN SYMBOLS
WALL FRAMING TYPE
WINDOW WALL NUMBER / SKYLIGHT TYPE
MATERIAL TAG
1i
6 101
Bedroom
101
GYP-1
PLAN NOTES
1. EACH APPLIANCE PROVIDED AND INSTALLED MEETS ENERGY STAR IN AN ENERGY STAR DESIGNATION IS APPLICABLE FOR THAT APPLIANCE (4.210.1, 9.210.1)
2. THE FLOW RATES FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN TABLE 4.403.2 / TABLE 9.403.2 (4.303.1, 9.303.1). REFER TO GRN 16 ON G0.20.
3. BATHROOM FANS NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE
VENTILATION SYSTEM MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE (4.506.1, 9.506.1).
4. DIMENSIONS TO PARTITIONS ON FLOOR PLANS ARE TO FACE OF STUD OR FACE OF CONCRETE, UNLESS OTHERWISE NOTED. SEE A650 & A651 FOR
5. ALL ROOF RUNOFF TO DRAIN TO RAIN WATER STORAGE TANK. SEE PLUMBING AND CIVIL DRAWINGS.
EXHAUST FAN IN CEILING, ENERGY STAR
COMPLIANT. DUCTED TO TERMINATE
OUTSIDE THE BUILDING
COMBINATION SMOKE / CARBON MONOXIDE
DETECTOR
SMOKE DETECTOR
PROJECT NUMBER:
2740 MAIN STREET
SANTA MONICA, CA 90405
310.453.9611
www.belzbergarchitects.com
belzberg architects
APPLICANT
IMPACT REAL ESTATE GROUP, LLC
2029 CENTURY PARK EAST
SUITE 2980
LOS ANGELES, CA 90067
310.552.2727
[email protected]
ARCHITECT
BELZBERG ARCHITECTS LLP
2740 MAIN STREET
SANTA MONICA, CA 90405
BROCK DESMIT, R.A.
313.477.9477
[email protected]
4/28/2023 9:44:16 A
M
DARROW OFFICE
BUILDING
APRIL 27, 2023
21004
ROOF PLAN
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
PLANNING RESUBMITTAL
A204
# DESCRIPTION DATE
ELEVATION & SECTION SYMBOLS
CON-1
MATERIAL TAG
SEE SCHEDULE ON A6.00
ELEVATION & SECTION NOTES
1. SEE MATERIAL SCHEDULES ON A600.
1i
WINDOW WALL TAG
SEE SCHEDULE ON A6.10
EXTERIOR GRADE -1'-6"
01 GROUND FLOOR
0'-0"
02 SECOND FLOOR
9'-8"
SECOND FLOOR CLG
(EXISTING)
17'-7"
GROUND FLOOR CLG.
8'-2"
CBA
PAINT TO BE REMOVED USING
CHEMICAL TREATMENTS
FROM EXTG. BRICK WALLS.
BRICK TO BE NATURAL,
ORIGINAL INTENDED FINISH.
(E) PAINTED METAL LOUVERS
TO BE RESTORED OR
REPLACED WITH SIM.
WINDOW FRAMES TO BE
RESTORED. EXTG GLAZING TO
BE REPLACED, TBC.
(E) STUCCO TO BE PATCHED
AND REPAINTED TO MATCH
EXISTING
MTL-7
STC-01
ADDITION ROOF
36'-0"
03 THIRD FLOOR
(PROPOSED)
23'-9"
MAX ALLOWABLE HEIGHT
45'-0"
SECOND FLOOR CLG.
(PROPOSED)
21'-2"
2 A400
X114 XSA1
101 100
102
300
04 T.O. STRUCTURE
37'-6"
EXISTING BUILDING HEIGHT (T.O. PARAPET)
23'-9"
PROPOSED ADDITION
13'-9"
WD-2
BRK-01
BRK-01
37'-6"
EXTERIOR GRADE -1'-6"
01 GROUND FLOOR
0'-0"
02 SECOND FLOOR
9'-8"
SECOND FLOOR CLG
(EXISTING)
17'-7"
GROUND FLOOR CLG.
8'-2"
12345
WINDOW FRAMES TO BE RESTORED. EXTG
GLAZING TO BE REPACED, TYP.
EXTG. PAINTED METAL LOUVERS
TO BE REPLACED OR RESTORED
TO MATCH EXISITING
EXT. STUCCO TO BE PATCHED
AND REPAINTED TO MATCH
EXISTING.
METAL FINS TO BE EXTENDED TO GROUND
FLOOR PER ORIGINAL INTENDED HISTORIC
DESIGN. FINISH TO MATCH EXISTING FINS
ABOVE
(E) STAINLESS STEEL STANDING SEAM TO
BE RESTORED TO ORIGINAL CONDITION
BRK-01 BRK
-01
MTL-7
ADDITION ROOF
36'-0"
03 THIRD FLOOR
(PROPOSED)
23'-9"
MAX ALLOWABLE HEIGHT
45'-0"
STC-01
STC-01
SOLAR PANELS
EXISTING BUILDING HEIGHT (T.O. PARAPET)
23'-9"
MECHANICAL EQUIP. SCREENING
SECOND FLOOR CLG.
(PROPOSED)
21'-2"
X100B
104 WW-4 101
301
102
04 T.O. STRUCTURE
37'-6"
PROPOSED ADDITION
13'-9"
CON-2
CON-2
(E) PAINTED CONCRETE WALL. PAINT TO
BE REMOVED BY RESTORATION
CONTRACTOR USING GENTLE CHEMICAL
TREATMENT. FINISH TO BE EXPOSED,
NATURAL CONCRETE
(E) STUCCO TO BE PATCHED AND
REPAINTED TO MATCH EXISTING
(N) PROPOSED CONCRETE WALL , FINISH
TO MATCH EXISTING CONCRETE WALL
BELOW
305 303
37'-6"
12'-3"
PROJECT NUMBER:
2740 MAIN STREET
SANTA MONICA, CA 90405
310.453.9611
www.belzbergarchitects.com
belzberg architects
APPLICANT
IMPACT REAL ESTATE GROUP, LLC
2029 CENTURY PARK EAST
SUITE 2980
LOS ANGELES, CA 90067
310.552.2727
[email protected]
ARCHITECT
BELZBERG ARCHITECTS LLP
2740 MAIN STREET
SANTA MONICA, CA 90405
BROCK DESMIT, R.A.
313.477.9477
[email protected]
4/28/2023 9:44:22 AM
DARROW OFFICE
BUILDING
APRIL 27, 2023
21004
EXTERIOR
ELEVATIONS
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
PLANNING RESUBMITTAL
A300
SCALE: 3/16" = 1'-0"
EAST ELEVATION
1 SCALE: 3/16" = 1'-0"
SOUTH ELEVATION
2 # DESCRIPTION DATE
EXTERIOR GRADE -1'-6"
01 GROUND FLOOR
0'-0"
02 SECOND FLOOR
9'-8"
SECOND FLOOR CLG
(EXISTING)
17'-7"
GROUND FLOOR CLG.
8'-2"
ABC
BRK-01
ADDITION ROOF
36'-0"
03 THIRD FLOOR
(PROPOSED)
23'-9"
MAX ALLOWABLE HEIGHT
45'-0"
SECOND FLOOR CLG.
(PROPOSED)
21'-2"
2 A400
108
105
307
04 T.O. STRUCTURE
37'-6"
PAINT TO BE REMOVED (USING
CHEMICAL TREATMENT) FROM
EXT. BRICK WALLS. BRICK TO
BE NATURAL, ORIGINAL FINISH,
TYP.
EXTG.PAINTED METAL
LOUVERS TO BE RESTORED
OR REPLACED WITH SIM.
WINDOW FRAMES TO BE
RESTORED. EXTG GLAZING TO
BE REPACED, TBC.
(E) STUCCO TO BE PATCHED
AND REPAINTED TO MATCH
EXISTING.
(E) STAINLESS STEEL
STANDING SEAM TO REMAIN,
RESTORED TO ORIGINAL
FINISH
209
MTL-1
MTL-1
EXISTING BUILDING HEIGHT (T.O. PARAPET)
23'-9"
PROPOSED ADDITION
13'-9"
STC-01
HIGHEST POINT
OF GRADE
37'-6"
306 305
EXTERIOR GRADE -1'-6"
01 GROUND FLOOR
0'-0"
02 SECOND FLOOR
9'-8"
SECOND FLOOR CLG
(EXISTING)
17'-7"
GROUND FLOOR CLG.
8'-2"
54321
ADDITION ROOF
36'-0"
MAX ALLOWABLE HEIGHT
45'-0"
04 T.O. STRUCTURE
37'-6"
EXISTING CONCRETE WALL.
SOLAR PANELS
EXISTING BUILDING HEIGHT (T.O. PARAPET)
23'-9"
MECHANICAL EQUIP. SCREENING
NEW CONCRETE WALL
PROPOSED ADDITION
13'-9"
37'-6"
PROJECT NUMBER:
2740 MAIN STREET
SANTA MONICA, CA 90405
310.453.9611
www.belzbergarchitects.com
belzberg architects
APPLICANT
IMPACT REAL ESTATE GROUP, LLC
2029 CENTURY PARK EAST
SUITE 2980
LOS ANGELES, CA 90067
310.552.2727
[email protected]
ARCHITECT
BELZBERG ARCHITECTS LLP
2740 MAIN STREET
SANTA MONICA, CA 90405
BROCK DESMIT, R.A.
313.477.9477
[email protected]
4/28/2023 9:44:29 AM
DARROW OFFICE
BUILDING
APRIL 27, 2023
21004
EXTERIOR
ELEVATIONS
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
PLANNING RESUBMITTAL
A301
SCALE: 3/16" = 1'-0"
WEST ELEVATION
1 SCALE: 3/16" = 1'-0"
NORTH ELEVATION
2 # DESCRIPTION DATE
PROJECT NUMBER:
2740 MAIN STREET
SANTA MONICA, CA 90405
310.453.9611
www.belzbergarchitects.com
belzberg architects
APPLICANT
IMPACT REAL ESTATE GROUP, LLC
2029 CENTURY PARK EAST
SUITE 2980
LOS ANGELES, CA 90067
310.552.2727
[email protected]
ARCHITECT
BELZBERG ARCHITECTS LLP
2740 MAIN STREET
SANTA MONICA, CA 90405
BROCK DESMIT, R.A.
313.477.9477
[email protected]
4/28/2023 9:44:29 A
M
DARROW OFFICE
BUILDING
APRIL 27, 2023
21004
RENDERINGS
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
PLANNING RESUBMITTAL
A302
SCALE: 3/4" = 1'-0"
EXTERIOR RENDERING - SW ELEV
2 SCALE: 3/4" = 1'-0"
EXTERIOR RENDERING - WEST ELEV. 3 SCALE: 3/4" = 1'-0"EXTERIOR RENDERING - SOUTH ELEV. 1 NTS NTS
NTS
# DESCRIPTION DATE
ELEVATION & SECTION SYMBOLS
CON-1
MATERIAL TAG
SEE SCHEDULE ON A6.00
ELEVATION & SECTION NOTES
1. SEE MATERIAL SCHEDULES ON A600.
1i
WINDOW WALL TAG
SEE SCHEDULE ON A6.10
EXTERIOR GRADE
-1'-6"
01 GROUND FLOOR
0'-0"
02 SECOND FLOOR
9'-8"
SECOND FLOOR CLG
(EXISTING)
17'-7"
GROUND FLOOR CLG.
8'-2"
1 2 3 4 5
ADDITION ROOF
36'-0"
03 THIRD FLOOR
(PROPOSED)
23'-9"
MAX ALLOWABLE HEIGHT
45'-0"
CLG. HT. @ SHARED SPACES, TYP.
11'-6"
OFFICE
203
EMPLOYEE
LOUNGE/
KITCHEN
211
EMPLOYEE
LOUNGE /
INFORMAL
CONFERENCE
110
OPEN OFFICE
101
LOBBY
100
OFFICE
106
SECOND FLOOR CLG.
(PROPOSED)
21'-2"
OPEN OFFICE/
RECEPTION
200
OUTDOOR
TERRACE
212
OUTDOOR
TERRACE
306 305
204
SA3
9'-0" 12'-3" 2'-7" 3'-7" 7'-11" 1'-6" 8'-2" 1'-6"
00 BASEMENT FLOOR
-9'-2"
7'-8"
04 T.O. STRUCTURE
37'-6"
MECHANICAL EQUIPMENT
ENCLOSURE
PHOTOVOLTAIC PANEL
ARRAY
9'-6"
ELEVATOR
LOBBY/
CIRCULATION
300
LOUNGE
301
CONFERENCE
302
1'-9 1/4"
9'-7 1/4"
EXTERIOR GRADE
-1'-6"
01 GROUND FLOOR
0'-0"
02 SECOND FLOOR
9'-8"
SECOND FLOOR CLG
(EXISTING)
17'-7"
GROUND FLOOR CLG.
8'-2"
5 4 3 2 1
ADDITION ROOF
36'-0"
03 THIRD FLOOR
(PROPOSED)
23'-9"
MAX ALLOWABLE HEIGHT
45'-0"
SECOND FLOOR CLG.
(PROPOSED)
21'-2"
OFFICE
204
EXTERIOR
COURTYARD
112
OFFICE
207
OFFICE
303
STAIR
SA1
STAIR
SA3
OUTDOOR
TERRACE
306
STAIR
SA2
HATCHED AREA
REPRESENTS EXTERIOR
SPACES
SA2
SA3
204
WOMENS
RESTROOM
209
1'-0" 8'-2" 1'-6" 7'-11" 3'-7" 2'-7" 12'-3" 9'-0"
00 BASEMENT FLOOR
-9'-2"
8'-2"
04 T.O. STRUCTURE
37'-6"
9'-6"
10'-3"
PROJECT NUMBER:
2740 MAIN STREET
SANTA MONICA, CA 90405
310.453.9611
www.belzbergarchitects.com
belzberg architects
APPLICANT
IMPACT REAL ESTATE GROUP, LLC
2029 CENTURY PARK EAST
SUITE 2980
LOS ANGELES, CA 90067
310.552.2727
[email protected]
ARCHITECT
BELZBERG ARCHITECTS LLP
2740 MAIN STREET
SANTA MONICA, CA 90405
BROCK DESMIT, R.A.
313.477.9477
[email protected]
4/28/2023 9:44:32 A
M
DARROW OFFICE
BUILDING
APRIL 27, 2023
21004
BUILDING SECTIONS
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
PLANNING RESUBMITTAL
A400
SCALE: 3/16" = 1'-0"
LONGITUDINAL SECTION A
1 SCALE: 3/16" = 1'-0"
LONGITUDINAL SECTION B
2 # DESCRIPTION DATE
EXTERIOR GRADE
-1'-6"
01 GROUND FLOOR
0'-0"
02 SECOND FLOOR
9'-8"
SECOND FLOOR CLG
(EXISTING)
17'-7"
1 A400
GROUND FLOOR CLG.
8'-2"
C B A
ADDITION ROOF
36'-0"
03 THIRD FLOOR
(PROPOSED)
23'-9"
MAX ALLOWABLE HEIGHT
45'-0"
225 SF
EXTERIOR
COURTYARD
112
53 SF
OUTDOOR
TERRACE
205
713 SF
OPEN OFFICE/
RECEPTION
200
162 SF
OFFICE
201
59 SF
MENS RESTROOM
108
699 SF
OPEN OFFICE
101
SECOND FLOOR CLG.
(PROPOSED)
21'-2"
HATCHED AREA
REPRESENTS EXTERIOR
SPACES
SOLAR PANELS
OUTDOOR
TERRACE
306
OUTDOOR
TERRACE
205
7'-6" 1'-6" 12'-3" 2'-7" 3'-7" 7'-11" 1'-6" 8'-2" 1'-6" 2 A400
202 203
00 BASEMENT FLOOR
-9'-2"
7'-8"
04 T.O. STRUCTURE
37'-6"
EXTERIOR GRADE
-1'-6"
01 GROUND FLOOR
0'-0"
02 SECOND FLOOR
9'-8"
SECOND FLOOR CLG
(EXISTING)
17'-7"
1 A400
GROUND FLOOR CLG.
8'-2"
A B C
ADDITION ROOF
36'-0"
03 THIRD FLOOR
(PROPOSED)
23'-9"
MAX ALLOWABLE HEIGHT
45'-0"
SECOND FLOOR CLG.
(PROPOSED)
21'-2"
PROPOSED MECH. SCREEN
SOLAR PANELS
7'-6" 1'-6" 12'-3" 2'-7" 3'-7" 7'-11" 1'-6" 8'-2" 1'-6" OFFICE
106
OFFICE
102
OFFICE
207
OFFICE
206
OPEN OFFICE/
RECEPTION
200
OFFICE
303
LOUNGE
301
OUTDOOR
TERRACE
306
OPEN OFFICE
101
2 A400
00 BASEMENT FLOOR
-9'-2"
7'-8"
04 T.O. STRUCTURE
37'-6"
6'-0"
11'-6"
9'-6"
ELEVATION & SECTION SYMBOLS
CON-1
MATERIAL TAG
SEE SCHEDULE ON A6.00
ELEVATION & SECTION NOTES
1. SEE MATERIAL SCHEDULES ON A600.
1i
WINDOW WALL TAG
SEE SCHEDULE ON A6.10
PROJECT NUMBER:
2740 MAIN STREET
SANTA MONICA, CA 90405
310.453.9611
www.belzbergarchitects.com
belzberg architects
APPLICANT
IMPACT REAL ESTATE GROUP, LLC
2029 CENTURY PARK EAST
SUITE 2980
LOS ANGELES, CA 90067
310.552.2727
[email protected]
ARCHITECT
BELZBERG ARCHITECTS LLP
2740 MAIN STREET
SANTA MONICA, CA 90405
BROCK DESMIT, R.A.
313.477.9477
[email protected]
4/28/2023 9:44:33 A
M
DARROW OFFICE
BUILDING
APRIL 27, 2023
21004
BUILDING SECTIONS
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
PLANNING RESUBMITTAL
CROSS SECTION B
SCALE: 3/16" = 1'-0"
2 CROSS SECTION A
SCALE: 3/16" = 1'-0"
1 A401
# DESCRIPTION DATE
1. GLAZING IN THE FOLLOWING LOCATIONS SHALL BE SAFETY GLAZING CONFORMING TO THE HUMAN IMPACT LOADS OF SECTION R308.3:
A) FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOOR ASSEMBLIES.
B) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24" ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THEN 60" ABOVE THE FLOOR OR WALKING SURFACE.
C) GLAZING IN AN INDIVIDUAL FIXED OR OPERTABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS:
1. EXPOSED AREAS OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET.
2. BOTTOM EDGE LESS THAN 18" ABOVE THE FLOOR
3. TOP EDGE GREATER THAN 36" ABOVE THE FLOOR
4. ONE OR MORE WALKING SURFACES WITHIN 36" HORIZONTALLY OF THE
GLAZING
D) GLAZING IN RAILINGS
E) GLAZING IN ENCLOSURES FOR OR WALLS FACING HOT TUBS, WHIRLPOOLS,
SAUNAS, SETAM ROOMS, BATHRUBS AND SHOWERS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE.
2. PER VHFHSZ ALL EXTERIOR GLAZING SHALL BE TEMPERED, INSULATING GLASS OR HAVE A FIRE RATING OF AT LEAST 20 MINUES.
3. CONTRACTOR TO VERIFY IN FIELD ALL WINDOW & WINDOW WALL OPENINGS
PRIOR TO FABRICATION
DOOR HARDWARE NOTES
1. ALL PIN-TYPE HINGES ACCESSIBLE FROM THE EXTERIOR SHALL HAVE NON REMOVABLE HINGE PINS. HINGES SHALL HAVE MIN. 1/4"Ø STEEL JAMB STUD WITH 1/4" MIN PROTECTION. STRIKE PLATE SHALL BE SECURED TO JAMBS WITH MIN 2.5" LENGTH SCREWS.
2. DEAD BOLTS SHALL HAVE HARDENED INSERTS, DEADLOCKING LATCH WITH KEY OPERATED LOCKS ON EXTERIOR. STRAIGHT DEAD BOLTS SHALL HAVE A MIN. THROW OF 1", EMBEDMENT OF NOT LESS THAN 5/8".
HOOKSHAPED OR EXPANDING LUG DEADBLOTS SHALL HAVE A MIN THROW OF 3/4". DOOR KNOBS AND DEADBOLT THUMB TURNS SHALL NOT BE SEPARATED BY MORE THAN 8 INCHES.
3. SLIDING DOORS SHALL BE PROVIDED WITH A DEVICE IN THE UPPER
CHANNEL TO PROHIBIT RAISING AND REMOVING OF THE PANEL IN THE CLOSED OR PARTIALLY OPEN POSITION. SLIDING GLASS DOORS SHALL BE
EQUIPPED WITH LOCKING DEVICES TO REMAIN INTACT WHEN TESTED PER SEC 6717.1.
GLAZING NOTES
VARIES
VA
RIES
SINGLE FLUSH
HOLLOW METAL CORE
STOREFRONT GLASS
SINGLE DOOR
VARIES
VA
RIES
GLASS WINDOW SLIDER
VARIES
VA
RIES
SINGLE FLUSH
SOLID WOOD DOOR
PANIC BAR
WHERE REQ'D
PANIC BAR
WHERE REQ'D
PANIC BAR
WHERE REQ'D
9'-6 1/2"
VARIES
TYPE A TYPE B TYPE C TYPE D
ELEVATOR DOOR
TYPE F
DOUBLE FLUSH
HOLLOW METAL CORE
PANIC BAR
WHERE REQ'D
TYPE G
GLASS WINDOW PIVOT DOOR
TYPE E
PIVOT
LOCATION
VARIES
PROJECT NUMBER:
2740 MAIN STREET
SANTA MONICA, CA 90405
310.453.9611
www.belzbergarchitects.com
belzberg architects
APPLICANT
IMPACT REAL ESTATE GROUP, LLC
2029 CENTURY PARK EAST
SUITE 2980
LOS ANGELES, CA 90067
310.552.2727
[email protected]
ARCHITECT
BELZBERG ARCHITECTS LLP
2740 MAIN STREET
SANTA MONICA, CA 90405
BROCK DESMIT, R.A.
313.477.9477
[email protected]
4/28/2023 9:44:34 A
M
DARROW OFFICE
BUILDING
APRIL 27, 2023
21004
DOOR SCHEDULE
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
PLANNING RESUBMITTAL
A620
DOOR SCHEDULE
DOOR # FROM ROOM TO ROOM TYPE WIDTH HEIGHT
HW
GROUP DOOR TYPE FRAME TYPE COMMENTS
102 OPEN OFFICE OFFICE C 3'-0" 8'-1"
103 OPEN OFFICE Room C 2'-11 7/8" 8'-1"
106 OFFICE OPEN OFFICE C 3'-0" 8'-1"
108 OPEN OFFICE MENS RESTROOM B 3'-0" 7'-0"
109 OPEN OFFICE ALL GENDER RESTROOM B 3'-0" 7'-0"
110 EMPLOYEE LOUNGE / INFORMAL
CONFERENCE
OPEN OFFICE C 3'-0" 8'-1"
111 OPEN OFFICE OFFICE C 3'-0" 8'-1"
114 LOBBY E 6'-0" 8'-4"
208 EXTERIOR EXTERIOR COURTYARD C 3'-0" 8'-2"
X100A EXTERIOR LOBBY C 3'-3 23/32" 7'-10"
X100B EXTERIOR EXTERIOR 2'-10 3/4" 6'-7 11/32" EXISTING HISTORIC ENTRY DOOR TO REMAIN X101A EXTERIOR COURTYARD OPEN OFFICE E 4'-9 1/2" 8'-2"
X101B EXTERIOR COURTYARD OPEN OFFICE E 4'-9 1/2" 8'-2"
X114 RUBBISH RM. EXTERIOR 4'-4" 7'-0"
X310 ELEVATOR MACHINE ROOM OPEN OFFICE B 3'-0" 7'-0"
XSA1 STAIR EXTERIOR A 3'-0" 7'-0"
201 OFFICE OPEN OFFICE/ RECEPTION C 3'-0 21/32" 9'-5"
202 OFFICE OPEN OFFICE/ RECEPTION C 3'-0 3/8" 9'-5"
203 OFFICE OPEN OFFICE/ RECEPTION C 3'-0 3/4" 9'-5"
204 OPEN OFFICE/ RECEPTION OFFICE C 2'-11 1/2" 9'-5"
206 OFFICE OPEN OFFICE/ RECEPTION C 3'-0" 9'-5"
207 CORRIDOR OFFICE C 3'-0" 9'-5"
512 CORRIDOR WOMENS RESTROOM B 3'-0" 7'-0"
513 CORRIDOR ALL GENDER RESTROOM B 3'-0" 7'-0"
SA2 CORRIDOR STAIR A 3'-0" 7'-0"
304 ELEVATOR LOBBY/ CIRCULATION ALL GENDER RESTROOM B 3'-0" 7'-0" 305 ELEVATOR LOBBY/ CIRCULATION CLOSET B 3'-0" 7'-0"
SA3 ELEVATOR LOBBY/ CIRCULATION STAIR A 3'-0" 7'-0"
X308 ELEVATOR LOBBY/ CIRCULATION OUTDOOR TERRACE C 2'-10 31/32" 11'-11" # DESCRIPTION DATE
SCALE: 1/4" = 1'-0"
DOOR TYPE LEGEND
ATTACHMENT 2
Public Comments
December 1, 2023
Beverly Hills City Councilmembers
455 N. Rexford Drive
Beverly Hills, CA 90210
RE: 9884 S Santa Monica Blvd, Beverly Hills Proposed Project Dear Honorable Councilmembers,
Our retail business, R. Zach Jewelers, is directly across the street from the proposed office project located at 9884 S Santa Monica Blvd. We are concerned about the impact that the project’s parking reduction will have on businesses and residents.
By adding a third story and reducing the parking spaces from seven to three, the project will negatively impact the local community. It is absolutely NOT realistic to assume that the majority of the employees who will work in this office will take public transit. By adding a third story, the project should be required to provide more parking than what is already existing. The inclusion of a rooftop balcony in the plans suggests that there may be frequent visitor traffic to the office, which should also be taken into consideration.
Our neighborhood is already under parking siege from ongoing construction (the Rosewood condo project and the upcoming Metro work) that has resulted in approximately 30 metered spaces being removed from SM Blvd and the surrounding streets. In addition, we have many limo drivers who loiter in metered parking spaces all day, as they await their clients at the Peninsula Hotel.
Every business on our few blocks of Little Santa Monica (west of Wilshire and up to Moreno), is run by a small business owner. Quite literally, everyday we have clients who complain that they cannot find a place to park in our area. We have all lost business due to the lack of parking in our area.
We urge that you reject the proposed project in its current form and find rational solutions to resolve the parking crisis on South Santa Monica Blvd. We risk the loss of even more small businesses in the area, as customers would have further difficulty finding parking if this project was to proceed. We need more parking, not less.
Respectfully,
Lori & Zach Wagner
9897 S Santa Monica Blvd
Beverly Hills, CA 90212
Mobile: (310) 413-0553
Office: (310) 859-8666
[email protected]
ATTACHMENT 3
Project Plans
A101
A101
1 1
1 1
1 A101
SIM
EXTERIOR ELEVATION
BUILDING SECTION
INTERIOR ELEVATION
SPOT ELEVATION / CEILING TAG
SPOT ELEVATIONS ARE TO
FINISH GRADE, FLOOR, OR
CEILING, UNLESS OTHERWISE
NOTED.
1 RFI 101
A101
1 SIM
ENLARGED PLAN / DETAIL
REVISION CLOUD
DIMENSIONS
NOTE: PLAN DIMENSIONS OF
WALLS ARE TO FACE OF STUD,
CONCRETE, OR MASONRY
UNLESS OTHERWISE NOTED.
CENTERLINE
PROPERTY LINE
0 GRID BUBBLE
ROOM TAG
ROOM NAME
ROOM NUMBER
DOOR TAG
WINDOW TAG
WALL FRAMING TAG
MATERIAL TAG
101
6 LEVEL CHANGE /
SLAB DEPRESSION
10' - 0"
GYP-1
CON-1
1i
RC-1 LIGHTING TAG
SINK-4 PLUMBING FIXTURE TAG
A·6·B WALL FINISH TAG
5'-0"
1 Ref
1 Ref
1 Ref
1 Ref
BEDROOM
101
PROJECT
NORTH
S SANTA MONICA BLVD
N SANTA MONICA BLVD
CHARLEVILLE BLVD
DURANT DR
S LASKY DR
SPALDING DR
WILSHIRE BLVD
THE BEVERLY
HILTON
WALDORF
ASTORIA
THE PENINUSLA
B E L Z B E R G A R C H I T E C T S
L L P
ABBREVIATIONS SYMBOL LEGEND PROJECT DIRECTORY
ACOUSTICAL CEILING TILE
ABOVE FINISH FLOOR
ACCESSORY LIVING QUARTERS
ALTERNATE
AREA DRAIN
BEVERLY HILLS CITY CODE
BUILDING
BOTTOM
CALIFORNIA BUILDING CODE
CALIFORNIA BUILDING STANDARDS CODE
CAST IN PLACE
CENTER LINE
CEILING
CLEAR
COLUMN
CONCRETE
CONTINUOUS
CARPET
CERAMIC TILE
CONCRETE MASONRY UNIT
DIAMETER
DIMENSION
DOWN
DOWN SPOUT
DETAIL
DRAWING
EAST
EXISTING
EACH
ELEVATION
ELECTRIC(AL)
ELEVATOR
EQUAL
EXPOSED
FLOOR DRAIN
FINISH GRADE
FLOOR
FACE OF FINISH
FOOT
GAUGE
GLAZING
GYPSUM WALL BOARD
HOSE BIBB
HOLLOW CORE
HARDWARE
HOLLOW METAL
HORIZONTAL
HOUR
HEIGHT
HEATING, VENTILATION AND AIR
CONDITIONING
INSIDE DIAMETER
INSULATION
MATERIAL
MAXIMUM
MANUFACTURER
MINIMUM
MISCELLANEOUS
METAL
NEW
NORTH
NOT IN CONTRACT
NUMBER
NOT TO SCALE
ON CENTER
OUTSIDE DIAMETER
RADIUS/RISER
REFERENCE
REQUIRED
REVISION
RIGHT OF WAY
SOUTH
SOLID CORE
SIMILAR
SINGLE FAMILY DWELLING
SPECIFICATIONS
SLOPE TO DRAIN
STRUCTURAL
SQUARE FEET
STONE TILE
STUCCO
STEEL
STONE
TREAD
TOP OF BEAM
TOP OF CONCRETE
TOP OF FLOOR
TOP OF SLAB
TOP OF WALL
TERAZZO
TYPICAL
UNLESS NOTED OTHERWISE
VERTICAL
WEST
WOOD
WATERPROOF(ING)
ACT
AFF
ALQ
ALT
AD
BHCC
BLDG
BOT
CBC
CBSC
CIP
CL
CLG
CLR
COL
CONC
CONT
CPT
CT
CMU
DIA
DIM
DN
DS
DTL
DWG
E
(E)
EA
EL
ELEC
ELEV
EQ
EXP
FD
FG
FL
FOF
FT
GA
GLZ
GWB
HB
HC
HDWR
HM
HOR
HR
HT
HVAC
ID
INS
MAT
MAX
MFR
MIN
MISC
MTL
(N)
N
NIC
No
NTS
OC
OD
R
REF
REQ
REV
ROW
S
SC
SIM
SFD
SPEC
STD
STRUCT
SF
ST
STC
STL
STN
T
TOB
TOC
TOF
TOS
TOW
TRZ
TYP
UNO
VERT
W
WD
WP
APPLICABLE CODES
PROPERTY DESCRIPTION
REVISION SCHEDULE
ZONING CONFORMANCE SUMMARY
SHEET INDEX
VICINITY MAP
DESCRIPTION OF WORK
REQUESTED ENTITLEMENTS
DARROW OFFICE BUILDING
APRIL 27, 2023
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
PLANNING RESUBMITTAL
2022 CALIFORNIA BUILDING STANDARDS CODE (CCR, TITLE 24) INCLUDING ERRATA MADE EFFECTIVE THROUGH THE ISSUANCE DATE OF THESE PLANS.
BEVERLY HILLS CITY CODE ("BHCC"), TITLE 9 BUILDING AND PROPERTY HEALTH AND
SAFETY REGULATIONS INCLUDING ADOPTIONS AND AMENDMENTS TO PARTS OF THE 2019 CALIFORNIA BUILDING STANDARDS CODE.
PROPERTY ADDRESS
9884 S. SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
LEGAL DESCRIPTION
LOT 746 OF TRACT NO. 7710, IN THE CITY OF BEVERLY HILLS, COUNTY OF
LOS ANGELES, STATE OF CALIFORNIA, AS PER MAP RECORDED IN BOOK 83, PAGES 94 AND 95 OF MAPS, IN THE OFFICE OF THE COUNTY RECORDER
OF SAID COUNTY
ASSESSOR'S PARCEL DETAILS
ASSESSOR'S ID NO. 4328-003-001
PROPERTY TYPE COMMERCIAL / INDUSTRIAL
TRACT # 7710
LOT # 746
YEAR BUILT 1947
EFFECTIVE YEAR BUILT 1949
LOT/PARCEL AREA (CALC.) 6,006 SF, 0.14 ACRES
PLANNING & ZONING
LAND USE COMMERCIAL LOW DENSITY GENERAL
ZONING AREA DESIGNATION CENTRAL AREA
ZONING C-3
R-ZONE NONE
PARKING ZONE NONE
SEISMIC FAULT ZONE YES
PREVIOUS / CURRENT USE
THE PREVIOUS USE OF THE BUILDING WAS MEDICAL OFFICES WITH GROUND FLOOR RETAIL.
IN JUNE 2021, INTERIOR NON-STRUCTURAL DEMOLITION AND RELATED ASBESTOS ABATEMENT WAS PERFORMED:
• PERMIT #BS2102940 ISSUED 6/14/2021 FINAL
• PERMIT #BS2102939 ISSUED 6/14/2021 FINAL
HEIGHT
MAX. ALLOWABLE HEIGHT PER CITY........................
EXISTING BUILDING HEIGHT.....................................
PROPOSED BUILDING HEIGHT.................................. *HEIGHT MEASURED PER BHCC 10-3-100
DEFINITION OF "HEIGHT OF BUILDING"
MAX. ALLOWABLE HEIGHT PER CBC........................
PROPOSED BUILDING HEIGHT................................. *HEIGHT MEASURED FROM GRADE PLANE TO
AVERAGE HEIGHT OF HIGHEST ROOF SURFACE
SETBACKS
NO SETBACKS ARE REQUIRED FOR
COMMERCIAL USE IN A COMMERCIAL ZONE
NET FLOOR AREA
EXISTING
• OFFICES.....................................................................
PROPOSED (TOTAL).................................................... • OFFICES..................................................................... • AREA OF PROPOSED ADDITION............................
FLOOR AREA RATIO (F.A.R.)
LOT AREA......................................................................
MAX. ALLOWABLE F.A.R..............................................
MAX. ALLOWABLE FLOOR AREA ...............................
EXISTING F.A.R.............................................................
PROPOSED F.A.R.........................................................
PARKING
EXISTING ON-SITE PARKING SPACES
• OFFICE........................................................................
ADDITIONAL PARKING SPACES REQUIRED
• OFFICE........................................................................
TOTAL PARKING SPACES PROPOSED
• OFFICE........................................................................
CONSTRUCTION
CONSTRUCTION TYPE.................................................
SPRINKLERS..................................................................
FIRE ALARMS.................................................................
Planning
SD DD PC CD
G100 COVER SHEET ● ● ● ○ ○
G101 GENERAL NOTES ● ● ● ○ ○
G102 GENERAL NOTES ● ● ● ○ ○
G120 ADA DIAGRAMS ● ● ● ○ ○
G140 OCCUPANCY & EGRESS ● ● ● ○ ○
G141 EGRESS CODE COMPLIANCE SUMMARY ● ● ● ○ ○
G150 FAR CALCULATIONS ● ● ● ○ ○
G160 ALTA SURVEY ● ● ● ○ ○
G161 ALTA SURVEY ● ● ●
G170 SHADE AND SHADOW STUDY - SUMMER EQUINOX ● ○ ● ○ ○
G171 SHADE AND SHADOW STUDY - SUMMER EQUINOX ● ○ ●
G172 SHADE AND SHADOW STUDY - WINTER EQUINOX ● ○ ●
G173 SHADE AND SHADOW STUDY - WINTER EQUINOX ● ○ ●
L0.0 COVER SHEET ● ○ ●
L0.1 GENERAL NOTES ● ○ ●
L2.0 GROUND LEVEL HARDSCAPE PLAN ● ○ ●
L2.2 SECOND FLOOR HARDSCAPE PLAN ● ○ ●
L2.3 THIRD FLOOR HARDSCAPE PLAN ● ○ ●
L3.0 GROUND LEVEL PLANTING PLAN ● ○ ●
L3.2 SECOND FLOOR PLANTING PLAN ● ○ ●
L3.3 THIRD FLOOR PLANTING PLAN ● ○ ●
L3.4 GROUND LEVEL PLANT IMAGES ● ○ ●
L3.5 SECOND FLOOR PLANT IMAGES ● ○ ●
L3.6 THIRD FLOOR PLANT IMAGES ● ○ ●
L3.7 ELEVATION ● ○ ●
L5.0 LANDSCAPE LIGHTING PLAN ● ○ ●
L5.1 LIGHTING CUT SHEET ● ○ ●
A100 GROUND FLOOR EXISTING PLAN ● ● ● ○ ○
A101 SECOND FLOOR EXISTING PLAN ● ● ● ○ ○
A110 SITE PLAN ● ● ● ○ ○
A200 BASEMENT PLAN ● ● ● ○ ○
A201 GROUND FLOOR PLAN ● ● ● ○ ○
A202 SECOND FLOOR PLAN ● ● ● ○ ○
A203 THIRD FLOOR PLAN ● ● ● ○ ○
A204 ROOF PLAN ● ● ● ○ ○
A300 EXTERIOR ELEVATIONS ● ● ● ○ ○
A301 EXTERIOR ELEVATIONS ● ●
A302 RENDERINGS ● ● ● ○ ○
A400 BUILDING SECTIONS ● ● ● ○ ○
A401 BUILDING SECTIONS ● ● ● ○ ○
A610 WINDOW WALL SCHEDULE ● ● ● ○ ○
A612 WINDOW WALL SCHEDULE-EXISTING WINDOWS ● ●
A620 DOOR SCHEDULE ● ● ● ○ ○
IMPACT REAL ESTATE GROUP, LLC
2029 CENTURY PARK EAST, SUITE 2980
LOS ANGELES, CA 90067
T: 310.552.2727
M&M&CO
26074 AVENUE HALL, SUITE 12
VALENCIA, CA 91355
T: 818.891.9100
SHERWOOD DESIGN ENGINEERS
2301 E 7TH ST SUITE A-238
LOS ANGELES, CA 90023
[email protected]
T:213.921.4623
STEPHEN BILLINGS LANDSCAPE ARCHITECTURE
12818 VENICE BLVD.
LOS ANGELES, CA 90066
[email protected]
T:323.894.7711
BELZBERG ARCHITECTS LLP
2740 MAIN STREET
SANTA MONICA, CA 90405
[email protected]
T: 310.453.9611
NOUS ENGINEERING, INC
600 WILSHIRE BLVD, SUITE 760
LOS ANGELES, CA 90017
[email protected]
T: 213.627.6687
GREEN DINOSAUR, INC
8695 WASHINGTON BLVD, #210
CULVER CITY, CA 90232
T: 213.455.3311
NOVUS
155 S. FAIR OAKS AVE.
PASADENA, CA 91105
[email protected]
TBC
OWNER & APPLICANT:
LAND SURVEYOR:
CIVIL ENGINEER:
LANDSCAPE ARCHITECT:
ARCHITECT:
STRUCTURAL ENGINEER:
SUSTAINABILITY & ENERGY:
MEP ENGINEER:
LIGHTING DESIGNER:
DESCRIPTION OF WORK:
EXISTING, TWO-STORY, COMMERCIAL OFFICE BUILDING IS AN HISTORIC RESOURCE DESIGNED BY JOHN LAUTNER, AN ARCHITECT NAMED ON THE CITY'S LIST OF LOCAL MASTER ARCHITECTS. SCOPE
OF WORK INCLUDES PRESERVATION AND RESTORATION OF EXISTING BUILDING FACADE, INTERIOR REMODEL OF THE EXISTING BUILDING, AND A ONE-STORY ADDITION. BUILDING TO BE USED FOR COMMERCIAL OFFICES.
45'-0" OR 3 STORIES PER BHCC 10-3-2726(A)
23'-9" (APPROXIMATE HEIGHT)
39'-0"
85'-0" AND 6 STORIES (CBC TABLE 504.3)
34'-4" AND 3 STORIES
6,288 SF
7,053 SF
7,053 SF
1,404 SF
6,006 SF
2.00 12,012 SF
1.04 1.17
7 (NON-CONFORMING)
4 (ONE PER 350 SF OF NEW AREA PROPOSED)
(1,404SF / 350 SF = 4 SPACES REQUIRED FOR
ADDITION)
3 (PROJECT EXEMPT FROM MINIMUM PARKING
REQUIREMENTS PER AB 2097)
III-A (PER BHCC 3701.1)
FULLY SPRINKLERED PER CBC 903.3.1.1
FIRE ALARM SYSTEM PER CBC 907.2 & NFPA 72
APPROVAL OF PROJECT AS DESCRIBED WITH DEVELOPMENT PLAN REVIEW.
APPROVAL TO DESIGNATE THE PROPERTY AN HISTORIC LANDMARK.
APPROVAL OF AN HISTORIC INCENTIVE PERMIT FOR THE FOLLOWING:
• RELIEF FROM MINIMUM STANDARDS FOR LOADING SPACES PER BHMC 10-3-2740: LOADING SPACE; MINIMUM STANDARDS FOR LOADING SPACES.
• RELIEF FROM REQUIRED MINIMUM DIMENSIONS FOR RUBBISH STORAGE ROOM DUE TO PROPOSED ADDITION PER BHMC 9-3-1: RUBBISH STORAGE AND HANDLING FACILITIES. # DESCRIPTION DATE
PROJECT NUMBER:
2740 MAIN STREET
SANTA MONICA, CA 90405
310.453.9611
www.belzbergarchitects.com
belzberg architects
APPLICANT
IMPACT REAL ESTATE GROUP, LLC
2029 CENTURY PARK EAST
SUITE 2980
LOS ANGELES, CA 90067
310.552.2727
[email protected]
ARCHITECT
BELZBERG ARCHITECTS LLP
2740 MAIN STREET
SANTA MONICA, CA 90405
BROCK DESMIT, R.A.
313.477.9477
[email protected]
4/28/2023 9:44:34 A
M
DARROW OFFICE
BUILDING
APRIL 27, 2023
21004
GENERAL NOTES
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
PLANNING RESUBMITTAL
G101
GENERAL NOTES
NOTES ON STRUCTURAL, ELECTRICAL, MECHANICAL AND PLUMBING PLANS ARE IN ADDITION TO THE FOLLOWING NOTES. IF CONFLICTING NOTES ARE FOUND, THE
CONTRACTOR SHALL BRING SUCH DISCREPANCY TO THE ATTENTION OF THE ARCHITECT AND RELEVANT CONSULTANTS.
DIVISION 01 - GENERAL REQUIREMENTS
THE CONTRACTOR AND ANY TIER SUBCONTRACTOR SPECIFICALLY REPRESENTS AND
WARRANTS TO THE OWNER THAT THE CONTRACT DOCUMENTS ARE SUFFICIENT TO
PERMIT CONTRACTOR AND ITS SUBCONTRACTOR(S) TO ESTABLISH THE CONTRACT SUM, TO PREPARE ANY REQUIRED SHOP DRAWINGS, AND TO PERFORM THE WORK. THE
CONTRACT DOCUMENTS ARE COMPLEMENTARY, AND WHAT IS REQUIRED BY EACH SHEET, PLAN, ELEVATION, SECTION, INTERIOR ELEVATION, DETAIL, CONSULTANTS’
INFORMATION AND SPECIFICATION BOOK CONTENT SHALL BE BINDING TO EACHOTHER AND AS IF REQUIRED BY ALL. THE CONTRACTOR (AND ANY TIER SUBCONTRACTOR
UPON EXECUTION OF ANY SUBCONTRACT) FURTHER ACKNOWLEDGES AND DECLARES
THAT IT HAS VISITED AND EXAMINED THE SITE, EXAMINED ALL PHYSICAL, LEGAL AND
OTHER CONDITIONS AFFECTING THE WORK AND IS FULLY FAMILIAR WITH ALL OF THE CONDITIONS THEREON AND THEREUNDER AFFECTING THE SAME. IN CONNECTION
THEREWITH, CONTRACTOR (AND ANY TIER SUBCONTRACTOR UPON EXECUTION OF ANY
SUBCONTRACT), SPECIFICALLY REPRESENTS AND WARRANTS TO OWNER THAT IT HAS,
BY CAREFUL EXAMINATION, SATISFIED ITSELF AS TO AND SHALL NOT BE ENTITLED TO ANY INCREASE IN THE CONTRACT SUM OR CONTRACT TIME ON THE BASIS OF: (1) THE
NATURE, LOCATION, AND CHARACTER OF THE PROJECT AND THE SITE, INCLUDING,
WITHOUT LIMITATION, THE SURFACE CONDITIONS OF THE SITE AND ALL STRUCTURES
AND OBSTRUCTIONS THEREON AND THEREUNDER, BOTH NATURAL AND MAN-MADE, ALL
SURFACE AND SUBSURFACE WATER CONDITIONS OF THE SITE AND THE SURROUNDING AREA; (2) THE NATURE, LOCATION, AND CHARACTER OF THE GENERAL AREA IN WHICH
THE PROJECT IS LOCATED, INCLUDING, WITHOUT LIMITATION, ITS CLIMATIC
CONDITIONS, AVAILABLE LABOR SUPPLY AND LABOR COST, LOCATION OF STAGING AND
LAYDOWN AREAS, PARKING, CONSTRUCTION ACTIVITY ADJACENT TO THE PROJECT, AND AVAILABLE EQUIPMENT SUPPLY AND EQUIPMENT COSTS; (3) THE QUALITY AND
QUANTITY OF ALL MATERIALS, SUPPLIES, TOOLS, EQUIPMENT, LABOR, AND
PROFESSIONAL SERVICES NECESSARY TO COMPLETE THE WORK IN THE MANNER AND WITHIN THE COST AND TIME FRAME REQUIRED BY THE CONTRACT DOCUMENTS; AND (4)
ANY APPLICABLE FEDERAL, STATE AND LOCAL LAWS, ORDINANCES, RULES,
REGULATIONS OR ORDERS, INCLUDING, WITHOUT LIMITATION, INSPECTION PROCEDURES AND TIMING.
1A. THE GENERAL NATURE OF THESE NOTES SHALL IN NO WAY DIMINISH THE
CONTRACTOR AND SUB-CONTRACTORS FROM COMPLETING ALL WORK IN STRICT
CONFORMANCE WITH ALL ASPECTS OF APPLICABLE BUILDING CODES AND WITH OTHER RULES, REGULATIONS AND ORDINANCES GOVERNING THE PLACE OF THE BUILDING.
EACH SUB-CONTRACTOR SHALL BECOME FAMILIAR WITH ANY PART OF THE AFOREMENTIONED BUILDING CODES, RULES, ETC. THAT MAY AFFECT HIS WORK. IN THE
EVENT THE FOLLOWING CONSTRUCTION DOCUMENTS HAVE NOT INCLUDED DETAILS
PERTAINING TO SPECIFIC CONDITIONS, BY ACCEPTING THE CONTRACT, THE
CONTRACTOR AND SUBCONTRACTORS AGREE TO INCORPORATE AND BUILD TO THE PREVAILING BUILDING CODES, REGULATIONS AND INDUSTRY STANDARDS. 1B. THE FINAL SPECIFICATIONS MANUAL SHALL BE INCLUDED AS PART OF THE GENERAL CONTRACTOR'S CONTRACT. BY ACCEPTING THIS CONSTRUCTION SET AND
THE FINAL SPECIFICATIONS MANUAL, THE CONTRACTOR AGREES THAT ALL
INFORMATION CONTAINED IN ONE PAGE SHALL BE INCORPORATED AND COORDINATED
WITH INFORMATION CONTAINED ON EACH OF THE OTHER PAGES IN THE CONSTRUCTION SET AND FINAL SPECIFICATIONS MANUAL. THE GENERAL CONTRACTOR
IS RESPONSIBLE FOR DISTRIBUTING ALL DOCUMENTS AND INFORMATION AVAILABLE TO ALL SUB-CONTRACTORS. IT IS THE RESPONSIBILITY OF THE GENERAL CONTRACTOR TO
ENSURE THAT EACH SUB-CONTRACTOR UNDERSTANDS THE NEEDS OF THEIR TRADE
WITH RESPECT TO OTHER TRADES GIVEN THE INTENT OF THE WORK AS DESCRIBED IN THE CONSTRUCTION SET AND FINAL SPECIFICATIONS MANUAL.
1C. THE OWNER AND ARCHITECT SHALL BE NOTIFIED IF QUESTIONS, DISCREPANCIES OR CONFLICTS ARE FOUND DURING THE REVIEW PERIOD PRIOR TO CONSTRUCTION.
ONCE UNDER CONSTRUCTION, SHOULD DISCREPANCIES ARISE BETWEEN INDIVIDUAL
DRAWINGS AND/OR SPECIFICATIONS, THE CONTRACTOR SHALL PURCHASE AND/OR
BUILD THE SOLUTION WHICH PROVIDES THE GREATEST DEGREE OF BUILDING
INTEGRITY WITH REGARD TO SAFETY AND DURABILITY WITHOUT COST TO THE OWNER OR ARCHITECT.
2. SCOPE OF PERMIT
A. LIMIT OF AUTHORIZATION. THE ISSUANCE OF A PERMIT IS NOT AN APPROVAL OR AN AUTHORIZATION OF THE WORK SPECIFIED THEREIN. A PERMIT IS MERELY AN
APPLICATION FOR INSPECTION, THE ISSUANCE OF WHICH ENTITLES THE PERMITTEE TO INSPECTION OF THE WORK, WHICH IS DESCRIBED THEREIN. PERMITS ISSUED UNDER
THE REQUIREMENTS OF THIS CODE SHALL NOT RELIEVE THE OWNER OF
RESPONSIBILITY FOR SECURING REQUIRED PERMITS FOR WORK TO BE DONE WHICH IS
REGULATED BY ANY OTHER CODE, DEPARTMENT OR DIVISION OF THE CITY IN WHICH THE WORK IS PERFORMED.
B. VALIDITY OF OTHER LAWS. NEITHER ISSUANCE OF A PERMIT NOR THE APPROVAL
OF THE BUILDING DEPARTMENT OF ANY DOCUMENT SHALL CONSTITUTE AN APPROVAL
OF ANY VIOLATION OF ANY PROVISION OF THIS CODE OR OF ANY OTHER LAW OR
ORDINANCE, AND A PERMIT OR OTHER DOCUMENT PURPORTING TO GIVE AUTHORITY TO VIOLATE ANY LAW SHALL NOT BE VALID WITH RESPECT THERETO.
3. ALL WORK, CONSTRUCTION AND MATERIALS SHALL COMPLY WITH ALL PROVISIONS
OF THE CURRENT EDITION OF THE GOVERNING BUILDING CODE AND WITH OTHER RULES, REGULATIONS, AND ORDINANCES GOVERNING THE PLACE OF THE BUILDING.
BUILDING CODE REQUIREMENTS AS INTERPRETED BY THE BUILDING OFFICIAL TAKE
PRECEDENCE OVER THE DOCUMENTS, AND IT SHALL BE THE RESPONSIBILITY OF
ANYONE SUPPLYING LABOR, MATERIAL OR BOTH TO INSTALL HIS WORK IN
CONFORMANCE WITH THE APPLICABLE CODES AT NO ADDITIONAL COST, AND TO BRING
TO THE ATTENTION OF THE ARCHITECT ANY DISCREPANCIES OR CONFLICTS BETWEEN THE REQUIREMENTS OF THE BUILDING CODE AND THE DRAWINGS. THE ABOVE SHALL APPLY TO ALL DIVISIONS.
DIVISION 6 – WOOD, PLASTICS, AND COMPOSITES
1. GENERAL: ALL REQUIREMENTS OF THE LOCAL BUILDING CODE SHALL BE MET.
2. FIRE STOPS FOR STUD WALLS AND PARTITIONS: ENCLOSED SPACES IN STUD WALLS,
PARTITIONS AND FURRED WALLS SHALL BE FIRE-STOPPED AT THE TOP AND BOTTOM AND ALSO AT THE MID-POINT IN WALLS MORE THAN 10 FEET HIGH. THE DISTANCE BETWEEN FIRE-STOPS IN WALLS AND PARTITIONS SHALL NOT EXCEED 10 FEET MEASURED HORIZONTALLY OR VERTICALLY. TOP AND BOTTOM PLATES WHICH FILL ALL SPACES BETWEEN STUDS AND FURRING SHALL BE CONSIDERED FIRE-STOPS.
3. NOTCHING & BORING: AT EXTERIOR WALLS AND BEARING WALLS STUDS SHALL NOT BE NOTCHED MORE THEN 25 % WIDTH OF STUD: AT NON-BEARING PARTITIONS NOT MORE THAN 40% WIDTH OF STUDS. BORED HOLES: MAX DIAMETER 40% ANY STUD AND 60% NON-BEARING STUD PARTITIONS OR IN ANY WALL WHERE EACH BORED STUD IS DOUBLED, PROVIDED NOT MORE THEN 2 SUCH SUCCESSIVE DOUBLED STUDS ARE SO BORED: NO BORED HOLE CLOSER THEN 5 / 8" TO EDGE OF STUD. VERIFY WITH STRUCTURAL DRAWINGS. (SEE DIVISION 22, PLUMBING NOTES WITHIN THESE GENERAL NOTES)
4. PENETRATIONS: PENETRATIONS IN WALLS REQUIRING PROTECTED OPENINGS SHALL BE FIRE-STOPPED. FIRESTOPPING SHALL BE AN APPROVED MATERIAL SECURELY
INSTALLED AND CAPABLE OF MAINTAINING ITS INTEGRITY WHEN SUBJECTED TO TEST
TEMPERATURES PRESCRIBED IN THE CALIFORNIA BUILDING CODE FOR THE SPECIFIC WALL OR PARTITION.
5. PROVIDE DRAFT STOPS FOR FLOOR-CEILING ASSEMBLIES. DRAFT STOPS ARE
REQUIRED ABOVE AND IN LINE WITH WALLS SEPARATING TENANT SPACES FROM EACH OTHER AND FROM OTHER USES.
DIVISION 7 - THERMAL & MOISTURE PROTECTION
1. ENERGY INSULATION
A. ALL NEW EXTERIOR WALLS SHALL BE INSULATED WITH BLANKET-TYPE MINERAL
FIBER OR GLASS FIBER INSULATION CONFORMING TO FEDERAL SPECIFICATION HH-1-521E WITH THERMAL RESISTANCE (R) CONFORMING TO THE VALUES SPECIFIED IN THE TITLE 24 REPORTS BUT NOT LESS THAN 13. BATTS SHALL BE KRAFT PAPER FACED.
B. ALL ROOF INSULATION SHALL BE INSULATED WITH BATT OR RIGID INSULATION (SEE
DWGS FOR LOCATION) WITH A THERMAL RESISTANCE (R) CONFORMING TO THE VALUES SPECIFIED IN THE TITLE 24 REPORTS BUT NOT LESS THAN 30.
C. ALL SLIDING GLASS DOORS AND WINDOWS SHALL BE CERTIFIED AND LABELED TO
SHOW CONFORMANCE WITH CURRENT AIR INFILTRATION STANDARDS OF THE AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI 134.1, ANSI 134.3, AND ANSI 134.4) WHEN TESTED IN ACCORDANCE WITH ASTM 283-7 WITH A PRESSURE DIFFERENTIAL OF
1.57 LB/SQ. FT.
D. REQUIRED TINTING AND GLAZING SHALL BE PERMANENTLY TINTED OR PERMANENTLY SURFACE-COATED BY THE MANUFACTURER OF THE GLAZING MATERIAL.
E. ALL RETURN PIPING AND ALL CONTINUOUSLY CIRCULATING DOMESTIC OR HEATING HOT WATER PIPING SHALL BE INSULATED AS REQUIRED BY THE PLUMBING DIVISION.
F. A CERTIFICATE OF COMPLIANCE SIGNED BY THE INSULATION CONTRACTOR AND GENERAL CONTRACTOR SHALL BE PROMINENTLY POSTED ON THE SITE. BLANK CERTIFICATES CAN BE OBTAINED AT ALL BUILDING DEPARTMENT OFFICES.
F. ALL GLAZING AND INSULATION SHALL CONFORM TO THE STATE INSULATION STANDARDS.
2. BELOW GRADE WATER-PROOFING: REQUIRED AT ALL WALLS BELOW GRADE THAT ENCLOSE USABLE SPACE AND BASEMENT FLOOR SLAB.
3. ROOF DRAINAGE: MINIMUM ROOF SLOPE SHALL BE 1/4" VERTICAL FOR EVERY 1'- 0" HORIZONTAL. PER SECTION 1101.11.2.2 OF THE CALIFORNIA PLUMBING CODE, THE
MAXIMUM HEIGHT OF THE ROOF DRAINS SHALL BE A HEIGHT TO PREVENT THE DEPTH
OF PONDING WATER FROM EXCEEDING THAT FOR WHICH THE ROOF WAS DESIGN AS DETERMINED BY SECTION 1101.11.1. IF SECONDARY DRAINS ARE NOT PRESENT ON THE
DRAWINGS, CONTRACTOR SHALL NOTIFY THE ARCHITECT, STRUCTURAL ENGINEER AND PLUMBING ENGINEER PRIOR TO COMMENCING RELATED PLUMBING WORK.
DIVISION 8 - OPENINGS
1. GLAZING:
A. GLASS THICKNESS, STRENGTH, MATERIALS AND METHOD OF INSTALLATION SHALL CONFORM WITH REQUIREMENTS OF LOCAL BUILDING CODES.
B. GLASS AND GLAZING IN LOCATIONS WHICH MAY BE SUBJECT TO HUMAN IMPACT
SUCH AS FRAMELESS GLASS DOORS, GLASS PANELS, GLASS EXIT AND ENTRANCE
DOORS, SLIDING GLASS DOORS, SHOWER DOORS, TUB ENCLOSURES, AND STORM DOORS SHALL MEET THE REQUIREMENTS SET FORTH IN THE LOCAL BUILDING CODE.
C. GLASS DOORS, ADJACENT PANELS AND ALL GLAZED OPENINGS WITHIN 18" OF THE ADJACENT FLOOR, WHOSE LEAST DIMENSION IS GREATER THAN 18", SHALL BE OF GLASS APPROVED FOR IMPACT HAZARD.
D. ALL GLASS MUST COMPLY WITH U.S. CONSUMER SAFETY PROTECTION COMMISSION REQUIREMENTS.
2. SMOKE AND DRAFT CONTROL: DOORS REQUIRED TO HAVE SMOKE AND DRAFT
CONTROL ASSEMBLIES SHALL BE PROVIDED WITH A GASKET SO INSTALLED AS TO
PROVIDE A SEAL WHERE THE DOOR MEETS THE STOP ON BOTH SIDES AND ACROSS THE TOP.
3. SECURITY PROVISIONS: ALL OPENINGS NOTED WITH SYMBOL ARE SECURITY OPENINGS AND THE FOLLOWING NOTES SHALL APPLY: GLAZED OPENINGS SHALL CONFORM TO THE REQUIREMENTS OF SECURITY PROVISION OF LOCAL BUILDING CODE.
ENTRY DOORS SHALL BE ARRANGED SO THAT THE OCCUPANT HAS A VIEW OF THE AREA IMMEDIATELY OUTSIDE THE DOOR. SUCH A VIEW MAY BE PROVIDED WITH A DOOR VIEWER.
4. DIMENSION & CONDITIONS AT THE JOB SITE SHALL BE VERIFIED BY THE CONTRACTOR(S). DISCREPANCIES IN THE DRAWINGS OR BETWEEN THE DRAWINGS AND
ACTUAL FIELD CONDITIONS SHALL BE REPORTED TO THE ARCHITECT IN WRITING AND DRAWING FORM. CORRECTED DRAWINGS AND/OR INSTRUCTIONS SHALL BE ISSUED BY THE ARCHITECT PRIOR TO THE INSTALLATION OF ANY WORK.
5. SCAFFOLDING OR FALSEWORK: THE CONSTRUCTION AND DEMOLITION OF ANY BUILDING, STRUCTURE, SCAFFOLDING OR FALSE WORK MORE THAN 3 STORIES OR 36' IN HEIGHT, REQUIRES A PERMIT PRIOR TO THE ISSUANCE OF A BUILDING PERMIT.
6. CONSTRUCTION SAFETY:
A. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF LOCAL CODE.
B. PEDESTRIAN PROTECTION SHALL CONFORM TO THE REQUIREMENTS OF THE CALIFORNIA BUILDING CODE.
7. TEMPORARY TOILET: MAINTAIN SANITARY TOILET FACILITIES DURING CONSTRUCTION.
8. SITE COORDINATION: CONTRACTOR TO COORDINATE TRADES & EXISTING CONDITIONS WITH INSTALLATION & OPERATION FOR EACH SYSTEM.
9. STAIRS: PRIOR TO INSTALLATION OF ANY STAIR, THE CONTRACTOR SHALL VERIFY
THE RISE, RUN, HEADROOM AND THE NUMBERS OF TREADS AND RISERS, AND SHALL
NOTIFY THE ARCHITECT OF ANY DISCREPANCIES BETWEEN THE DRAWING AND THE ACTUAL FIELD CONDITIONS IN WRITING. SEE 'DIMENSIONS AND CONDITIONS' ABOVE.
10. GUARDRAILS: ALL UNENCLOSED FLOOR AND DOOR OPENINGS, OPEN AND GLAZED SIDES OF LANDINGS AND STAIRS,BALCONIES OR PORCHES WHICH ARE MORE THAN 30"
ABOVE GRADE, AND ROOFS USED FOR OTHER THAN SERVICE OF THE BUILDING SHALL BE PROTECTED BY A GUARDRAIL WITH A MINIMUM HEIGHT OF 42". OPEN GUARDRAILS
AND STAIR RAILINGS SHALL HAVE INTERMEDIATE RAILS OR AN ORNAMENTAL PATTERN SUCH THAT NO OBJECT 4" IN DIAMETER CAN PASS THROUGH. GUARD RAILS SHALL BE DESIGNED FOR 50. LB/FT. LATERAL LOAD AT EXIT FACILITIES SERVING AN OCCUPANT LOAD > 50, 20.LB/FT. LATERAL LOAD ELSEWHERE. SEE STRUCTURAL CALCULATIONS AND DETAILS.
11. BATHROOMS:
A. REFER TO SECTION 092900 – GYPSUM BOARD.
B. TOILET ROOM FLOORS SHALL HAVE A SMOOTH, HARD, NON-ABSORBENT, MATERIAL
SUCH AS PORTLAND CEMENT, CONCRETE, CERAMIC TILE, OR OTHER APPROVED MATERIAL WHICH EXTENDS UPWARD ONTO THE WALLS AT LEAST 5". WALLS WITHIN WATER CLOSET COMPARTMENTS AND WALLS WITHIN 2 FT. OF THE FRONT AND SIDES OF URINALS SHALL BE SIMILARLY FINISHED TO A HEIGHT OF 4 FT. MINIMUM.
C. PROVIDE TWO-HOUR CONSTRUCTION BEHIND ALL TUBS PLACED ADJACENT TO DIVISION WALLS.
D. SHOWERS: WALLS IN ALL OCCUPANCIES, SHALL BE FINISHED AS SPECIFIED IN SUBSECTION (B) ABOVE TO A HEIGHT OF 70" MINIMUM ABOVE THE DRAIN INLET. SEE ALSO SECTION 092900 – GYPSUM BOARD.
E. GLAZING AT SHOWERS AND TUBS: GLAZING USED IN DOORS AND PANELS OF
SHOWER AND BATHTUB ENCLOSURES SHALL BE FULLY TEMPERED / LAMINATED SAFETY GLASS OR APPROVED PLASTIC.
12. CEILING PROJECTIONS: THERE WILL BE NO PROJECTIONS, (LIGHT FIXTURES, ETC.) BELOW THE 7'-0" HIGH CEILINGS AT HALLWAYS, CLOSETS, KITCHENS, ETC. IF PROJECTIONS SUCH AS LIGHT FIXTURES ARE BELOW 7'-0" THEN THEY MUST PROJECT NO MORE THAN 4" FROM THE FINISH SURFACE.
13. TRASH ENCLOSURES: SHALL BE OF NON-COMBUSTIBLE CONSTRUCTION.
THE FOLLOWING SPECIFICATIONS SHALL APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS:
14. OPENINGS:
A. FLOOR - CEILING OR ROOF - CEILING OPENINGS.
B. OPENINGS IN WALLS AND PARTITIONS SHALL BE PROTECTED. WHERE FIRE-RATED
WALLS AND PARTITIONS REQUIRE PROTECTED OPENINGS, THE FOLLOWING PENETRATIONS INTO OR THROUGH SUCH CONSTRUCTION ARE PERMITTED:
1) COPPER OR FERROUS PIPES OR CONDUITS MAY PENETRATE WALLS OR PARTITIONS, IF FIRE STOPPED AS REQUIRED BY THE BUILDING CODE. 2) STEEL ELECTRICAL OUTLET BOXES NOT EXCEEDING 16 SQ. IN. IN AREA, PROVIDED THAT THE AREA OF SUCH OPENINGS DOES NOT AGGREGATE MORE THAN 100 SQ. IN.
FOR ANY 100SQ.FT. OF WALL OR PARTITION AREA. OUTLET BOXES ON OPPOSITE SIDES OF WALLS OR PARTITIONS SHALL BE SEPARATED BY A HORIZONTAL DISTANCE OF 24".
THE SPACE BETWEEN THE PENETRATING MATERIALS DESCRIBED IN ITEMS 1 & 2 MOVEMENT OF FLAMES AND GASES.
C. FLOORS: BUILDING PAPER SHALL BE LAID BETWEEN SUBFLOOR AND FINISHED FLOOR.
D. WALLS: 5/8" APPROVED TYPE "X" GYPSUM WALLBOARD FASTENED METAL STUDS PER BUILDING CODE; JOINTS CEMENTED, TAPED, SANDED, PRIMED AND PAINTED.
E. CEILINGS: ANY ASSEMBLY SPECIFIED PER LOCAL BUILDING CODE
16. PARTS OR PORTIONS OF STRUCTURES, NON-STRUCTURAL COMPONENTS AND
THEIR ANCHORAGE TO THE MAIN STRUCTURAL SYSTEM SHALL BE DESIGNED FOR LATERAL FORCES.
DIVISION 02 – EXISTING CONDITIONS
1. EXISTING CONDITIONS: ALL DEBRIS, MISCELLANEOUS FORMWORK, OR OTHER
REMNANT FROM PREVIOUS CONSTRUCTION OR DEMOLITION IS TO BE REMOVED FROM THE SITE PRIOR TO COMMENCING NEW WORK. THIS WORK IS DEEMED TO BE INCLUDED IN THE SCOPE OF WORK SET FORTH IN THESE DOCUMENTS.
4. SWINGING DOORS:
A. DOOR STOPS OF IN-SWINGING DOORS SEPARATING DWELLING UNITS FROM PUBLIC
AREAS SHALL BE OF ONE- PIECE CONSTRUCTION WITH THE JAMB OR JOINED BY A RABBET JOINT TO THE JAMB.
B. ALL PIN-TYPES HINGES WHICH ARE ACCESSIBLE FROM OUTSIDE THE SECURED AREA WHEN THE DOOR IS CLOSED SHALL HAVE NON-REMOVABLE HINGE PINS. IN ADDITION THEY SHALL HAVE MINIMUM 1 / 4" DIAMETER STEEL JAMB STUD WITH 1 / 4" MINIMUM
PROJECTION UNLESS THE HINGES ARE SHAPED TO PREVENT REMOVAL OF THE DOOR IF THE HINGE PINS ARE REMOVED.
C. THE STRIKE PLATE FOR LATCHES AND THE HOLDING DEVICE FOR PROJECTING
DEADBOLTS IN WOOD CONSTRUCTION SHALL BE SECURED TO THE JAMB AND THE WALL FRAMING WITH SCREWS OF NOT LESS THAN TWO 1-1/2" LENGTH.
D. DEADBOLTS SHALL CONTAIN HARDENED INSERTS.
E. STRAIGHT DEADBOLTS SHALL HAVE A MINIMUM THROW OF 1" AND EMBEDMENT OF NOT LESS THAN 5/8" INTO THE HOLDING DEVICE RECEIVING THE PROJECTED BOLT.
F. A HOOK-SHAPED OR AN EXPANDING-LUG DEADBOLT SHALL HAVE A MINIMUM THROW OF 3 /4".
G. GLASS DOORS SHALL HAVE TEMPERED/ LAMINATED GLAZING FULLY COMPLYING WITH THE LOCAL BUILDING CODE.
H. DOORS SHALL BE PROVIDED WITH A KEY-OPERATED LOCKS ON THE EXTERIOR AND
SHALL BE OPENABLE FROM THE INTERIOR WITHOUT A KEY, SPECIAL KNOWLEDGE OR SPECIAL EFFORT.
I. GLAZED OPENINGS WITHIN 40" OF THE LOCKING DEVICE OF THE DOOR OR
WINDOW SHALL BE FULLY TEMPERED GLASS OR APPROVED BURGLARY RESISTANT
MATERIAL, OR SHALL BE PROTECTED BY METAL BARS, SCREENS OR GRILLS HAVING A PATTERN SUCH THAT THE MAX. DIMENSION OF ANY OPENING DOES NOT EXCEED 2" J. DOOR LOCKING DEVICES SHALL BE A TYPE THAT WILL BE READILY DISTINGUISHABLE AS LOCKED. EXIT DOORS USED IN PAIRS SHALL HAVE APPROVED AUTOMATIC FLUSH BOLTS.
K. ONE-HOUR RATED DOOR ASSEMBLIES SHALL HAVE NON-COMBUSTIBLE STILES EXTENDING THE FULL WIDTH OF THE DOOR FRAME. THE ASSEMBLY SHALL BE CAPABLE OF WITHSTANDING A MAXIMUM 450 F TEMPERATURE RISE ABOVE AMBIENT TEMPERATURE AFTER 30 MINUTES OF FIRE TEST.
L. THE DOOR KNOB AND THE THUMB TURN WHICH OPERATES THE DEADBOLT SHALL NOT BE SEPARATED BY MORE THAN 8".
5. CYLINDER GUARDS: SHALL BE INSTALLED ON ALL CYLINDER LOCKS WHENEVER THE
CYLINDER PROJECTS BEYOND THE FACE OF THE DOOR OR IS OTHERWISE ACCESSIBLE TO GRIPPING TOOLS.
6. SCREENS, BARRICADES, AND FENCES: SHALL BE CONSTRUCTED OF MATERIAL
WHICH PRECLUDE HUMAN CLIMBING AND SHALL BE PROVIDED AT EVERY PORTION OF EVERY ROOF, BALCONY, OR SIMILAR SURFACE WHICH IS WITHIN 8' OF A UTILITY POLE OR SIMILAR STRUCTURE.
7. SLIDING GLASS DOORS/ WINDOWS:
A. SHALL BE EQUIPPED WITH LOCKING DEVICES AND SHALL BE SO CONSTRUCTED AND
INSTALLED THAT THEY MAY REMAIN INTACT AND ENGAGED WHEN SUBJECTED TO THE TESTS SPECIFIED IN THE LOCAL BUILDING CODE.
B. SHALL BE PROVIDED WITH A DEVICE IN THE UPPER CHANNEL OF THE MOVING PANEL
TO PROHIBIT RAISING AND REMOVING THE MOVING PANEL FROM ITS TRACK, IN THE CLOSED OR PARTIALLY OPEN POSITION.
8. METAL OR WOODEN OVERHEAD OR SLIDING DOORS SHALL BE SECURED WITH A CYLINDER LOCK, PADLOCK WITH A MIN. 9/32" DIAMETER HARDENED STEEL SHACKLE
AND BOLTED, HARDENED STEEL HASPS, METAL SLIDE BOARD, BOLT OR EQUIVALENT DEVICE UNLESS SECURED ELECTRICALLY OPERATED.
9. LOUVERED WINDOWS: SHALL BE PROTECTED BY METAL BARS OR GRILLS WITH OPENINGS THAT HAVE AT LEAST ONE DIMENSION OF 6" OR LESS, WHICH ARE CONSTRUCTED TO PRECLUDE HUMAN ENTRY. LOCKING DEVICES SHALL BE LOCATED AT THE INSIDE OF THE ADJACENT ROOM AT LEAST 24" FROM THE OPENING.
10. OTHER OPENABLE WINDOWS SHALL BE PROVIDED WITH SUBSTANTIAL LOCKING DEVICES.
11. ACRYLIC/ PLASTIC SKYLIGHTS: SYSTEMS SHALL CONFORM TO THE UNIFORM BUILDING CODE SECTION 2603.7.1
12. PROVIDE 32" WIDE DOORS TO ALL INTERIOR ACCESSIBLE ROOMS (6304.1) DIVISION 9 - FINISHES
1. INTERIOR FINISHES SHALL COMPLY WITH THE FLAME SPREAD AND SMOKE DENSITY REQUIREMENTS OF THE LOCAL BUILDING CODE. SEE FIRE GENERAL NOTES.
2. PLASTERED SURFACES: ON WALLS, CEILINGS, AND ROOF SOFFITS EXPOSED TO WEATHER SHALL HAVE EXTERIOR LATH AND PLASTER.
3. LATH AND WALLBOARD: IN-PLACE INSPECTION IS REQUIRED FOR ALL INTERIOR AND
EXTERIOR LATH AND/OR WALLBOARD BEFORE ANY PLASTERING IS APPLIED OR ANY JOINTS AND FASTENERS HAVE BEEN TAPED AND FINISHED.
4. DRYWALL:
A. DRYWALL SHALL CONFORM TO LOCAL BUILDING CODES.
B. DRYWALL LOCATED BEHIND REQUIRED NON-ABSORBENT SURFACES SHALL BE WATER-RESISTANT.
C. ALL DRYWALL SURFACES SHALL BE TAPED, PATCHED, SANDED, PRIMED, AND PAINTED (COLOR BY ARCHITECT) UNLESS NOTED OTHERWISE.
D. PROVIDE CORNER BEAD AND J-MOLD AT ALL EXPOSED DRYWALL EDGES AND TERMINATIONS.
# DESCRIPTION DATE
PROJECT NUMBER:
2740 MAIN STREET
SANTA MONICA, CA 90405
310.453.9611
www.belzbergarchitects.com
belzberg architects
APPLICANT
IMPACT REAL ESTATE GROUP, LLC
2029 CENTURY PARK EAST
SUITE 2980
LOS ANGELES, CA 90067
310.552.2727
[email protected]
ARCHITECT
BELZBERG ARCHITECTS LLP
2740 MAIN STREET
SANTA MONICA, CA 90405
BROCK DESMIT, R.A.
313.477.9477
[email protected]
4/28/2023 9:44:35 AM
DARROW OFFICE
BUILDING
APRIL 27, 2023
21004
GENERAL NOTES
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
PLANNING RESUBMITTAL
G102
DIVISION 13 - SPECIAL CONSTRUCTION
1. SOUND TRANSMISSION CONTROL: REFER TO STATE NOISE INSULATION STANDARDS FOR SOUND RATED PARTITIONS AND IMPACTED RATED FLOOR/CEILING ASSEMBLIES.
A. WALLS: SHALL HAVE AIRBORNE SOUND CONTROL WITH MINIMUM STC RATING OF 50.
B. FLOORS/CEILINGS: SHALL HAVE AIRBORNE SOUND CONTROL WITH MINIMUM STC RATING OF 50 AND IMPACT SOUND CONTROL WITH MINIMUM LLC RATING OF 50.
2. ADDITIONAL REQUIREMENTS:
A. AN APPROVED PERMANENT AND RESILIENT ACOUSTICAL SEALANT SHALL BE PROVIDED ALONG THE JOINT BETWEEN THE FLOOR AND THE SEPARATION WALLS.
B. ALL PENETRATIONS INTO SOUND RATED PARTITIONS OR FLOOR/CEILING ASSEMBLIES WILL BE SEALED WITH APPROVED RESILIENT SEALANT.
C. ALL RIGID CONDUIT, DUCTS, PLUMBING PIPES AND APPLIANCE VENTS LOCATED IN
SOUND ASSEMBLIES WILL BE ISOLATED FROM THE BUILDING CONSTRUCTION BY MEANS OF RESILIENT SLEEVES, MOUNTS OR MINIMUM 1/4" THICK APPROVED RESILIENT MATERIAL. (EXCEPTION: GAS PIPING NEED NOT BE ISOLATED).
D. METAL VENTILATING AND CONDITIONED AIR DUCTS LOCATED IN SOUND ASSEMBLIES SHALL BE LINED. (EXCEPTION: DUCTS SERVING ONLY KITCHEN COOKING FACILITIES, AND BATHROOMS NEED NOT BE LINED.)
E. WALL MOUNTED LAVATORIES AND TOILETS ARE NOT PERMITTED ON SOUND RATED PARTITIONS.
F. COMBUSTION AIR, KITCHEN AND BATHROOM EXHAUST DUCTS WITHIN SOUND- SEPARATION ASSEMBLIES SHALL BE WRAPPED WITH APPROVED INSULATION.
3. ELECTRICAL REQUIREMENTS:
A. OUTLET BOXES MAY BE INSTALLED IN THE SOUND RATED WALLS AND CEILINGS AS FOLLOWS:
1) BOXES WHICH PENETRATE THE WALL IN ONE AREA OR OCCUPANCY SHALL NOT BE
INSTALLED IN THE SAME SPACE BETWEEN STUDS CONTAINING A BOX WHICH PENETRATES INTO ANOTHER AREA OR OCCUPANCY.
2) THERE SHALL BE ONE SOLID STUD BETWEEN OUTLET BOXES AND MINIMUM 24" SEPARATION FROM CENTER TO CENTER.
3) OUTLET BOXES SHALL HAVE A DEPTH OF NOT MORE THEN 1-1/2", SO AS TO ALLOW THE REQUIRED 2" UNCOMPRESSED INSULATION TO BE INSTALLED IN A STANDARD 2" X 4" WALL. ON WALLS OF DEEPER DIMENSIONS, BOXES OF GREATER DEPTH MAY BE USED.
4) BACK AND SIDES OF BOXES SHALL BE SEALED WITH 1/8" RESILIENT SEALANT AND BACKED WITH 2" MINIMUM MINERAL FIBER INSULATION (TV, TELEPHONE AND INTERCOM OUTLETS MUST BE INSTALLED IN BOXES ACCORDINGLY).
5) CONDUITS OR RACEWAYS (STUBOUTS) MAY PENETRATE THE SOUND RATED WALLS
OR CEILINGS, PROVIDED THE CONDUIT IS COVERED AT THE PENETRATION POINT WITH A PERMANENTLY RESILIENT SEALANT.
6) THE REQUIREMENTS FOR OUTLET BOXES INSTALLED FOR TELEVISIONS,
TELEPHONES AND THERMOSTATS (ELECTRICAL AND PNEUMATIC) SHALL BE THE SAME AS FOR RECEPTACLES OR SWITCHES. PLASTER RINGS, OPEN BACK BOXES, OR MOUNTING PLATES SHALL NOT BE PERMITTED.
7) WHERE METALLIC RACEWAYS MATERIAL (RIGID METAL CONDUIT, STEEL TUBE) IS
INSTALLED IN SOUND RATED FLOOR JOIST WITH A RESILIENT MATERIAL AT THE POINTS OF SUPPORT. AT THE POINT WHERE THE RACEWAYS PASS THROUGH HOLES OR
NOTCHES, CARE SHOULD BE TAKEN TO INSURE THAT THE RACEWAY DOES NOT TOUCH THE SURFACE OF THE JOISTS. THE RESILIENT MATERIAL USED MAY BE RUBBER, CARPET PADDING, OR OTHER APPROVED MATERIAL.
8) WHEN RIGID METALLIC RACEWAY IS INSTALLED IN THE FLOOR-CEILING SPACES, THE SPACE SHALL HAVE A MINIMUM OF 2" OF MINERAL INSULATION BELOW. CARE SHOULD BE TAKEN DURING INSTALLATION OF THE RACEWAY TO ALLOW FOR THIS 2" OF NONCOMPRESSED INSULATION BELOW.
B. MINERAL FIBER INSULATION SHALL BE INSTALLED IN JOIST SPACES TO A POINT 12"
BEYOND THE PIPE OR DUCT, WHENEVER A PLUMBING PIPE OR DUCT PENETRATES A FLOOR-CEILING ASSEMBLY FROM WITHIN A WALL.
C. SURFACE MATERIAL (INCLUDING CARPETS) ARE PART OF THE FLOOR-CEILING
ASSEMBLY AND MUST BE INSTALLED AND INSPECTED BEFORE THE CERTIFICATE OF OCCUANCY IS ISSUED.
DIVISION 22 - PLUMBING -
1. THE SIZES OF CUTS, NOTCHES, OR HOLES MADE INTO WOOD FRAME MEMBERS,
THROUGH WHICH PLUMBING OR WATER PIPING MAY PASS, MAY BE OF SUCH SIZING OR
SHAPE, AND SO LOCATED AS TO PERMIT A GENERAL DOWNWARD FREE MOVEMENT OF THE WOOD FRAMING, RELATIVE TO THE PLUMBING OR WATER PIPING OF 5/8" AT THAT LEVEL FOR EACH FLOOR BELOW THE NOTCH OR HOLE LEVEL. OBTAIN STRUCTURAL
ENGINEER'S PERMISSION IN WRITING BEFORE CUTTING OR NOTCHING STRUCTURAL MEMBER.
2. ALL WATER OUTLETS INCLUDING TUBS, SHOWERS AND LAVATORIES SHALL BE POSITIONED IN THE GYPSUM BOARD WALLS WITH 5/8" CLEAR AT TOP SHALL NOT BE FITTED WITH NON-HARDENING MASTIC AND COVERED WITH ESCUTCHEON PLATES.
3. IN COMPENSATING FOR MOVEMENT OF WOOD FRAMING IN EITHER DIRECTION, SWING
JOINTS, LOOPS, ACCEPTABLE SLEEVE CONNECTIONS, FLEXIBLE CONNECTORS, AND /OR
OTHER APPLICABLE TYPES OF JOINTS APPROPRIATELY LOCATED AT EACH FLOOR AND
ACCEPTABLE TO THE DEPARTMENT OF BUILDING AND SAFETY MAY BE USED IN LIEU OF CUTS, NOTCHES, OR HOLES AS SPECIFIED ABOVE. DETAILED INFORMATION SHOWING
PROPOSED METHOD MUST BE FURNISHED TO THE CONTRACTOR PRIOR TO ISSUANCE OF A PLUMBING PERMIT.
4. PLUMBING CLEAN OUTS SHALL NOT BE VISIBLE FROM LIVING, DINING AND HALL EXCEPT AS NOTED ON PLANS. CONTRACTOR TO VERIFY LOCATION WITH ARCHITECT.
5. ALL GAS PIPING SHALL HAVE JOINTS AT EACH FLOOR OR OTHER PLUMBING CODE -
APPROVED DEVICE FOR FLEXIBLE GAS PIPE INSTALLATION.
6. PROVIDE SWAY BRACING ON ANY PIPING SO DESIGNATED BY THE BUILDING INSPECTOR.
7. ALL WATER CLOSETS SHALL BE ULTRA FLUSH, LOW WATER CONSUMPTION FIXTURES.
8. UNLESS OTHERWISE INDICATED ON THE DRAWINGS ALL PLUMBING LINES,
ELECTRICAL CONDUIT, AND ALL OTHER PIPING TO RUN ABOVE LEVEL OF CEILING JOIST LINE. CONTRACTOR TO VERIFY ON ALL PLANS IF NO SOFFIT IS INDICATED THEN ALL
PIPING TO BE NOTCHED OR BORED THRU PER BUILDING CODE ABOVE THE CEILING LINE. SEE DIVISION 6 UNDER CARPENTRY.
9. ROOF DRAINAGE:
A. WHERE ROOF SYSTEMS ARE NOT DESIGNED TO SUPPORT ACCUMULATED WATER, THEY SHALL BE SLOPED FOR DRAINAGE.
B. UNLESS ROOFS ARE SLOPED TO BE DRAINED OVER ROOF EDGES OR DESIGNED TO SUPPORT ACCUMULATED WATER, ROOF DRAINS SHALL BE INSTALLED.
C. WHERE ROOF DRAINS ARE REQUIRED, OVERFLOW DRAINS OR SCUPPERS SHALL BE PROVIDED.
D. ROOF DRAINS DISCHARGING WATER WITHIN 25 FEET OF A STREET PROPERTY LINE MUST BE CONDUCTED UNDER SIDEWALK. ALL ROOF DRAINAGE SHALL BE CONDUCTED TO THE STREET BY MEANS OF APPROVED NON-EROSIVE DEVICE.
E. OVERFLOW DRAIN LINES SHALL BE INDEPENDENT FROM THE ROOF DRAIN LINES.
10. FIRE SPRINKLER SYSTEMS MUST BE APPROVED BY PLUMBING DIVISION PRIOR TO FINAL OCCUPANCY. CONTRACTOR TO PROVIDE DESIGN BUILD OF ENTIRE SYSTEM AND
OBTAIN ALL NECESSARY APPROVAL FROM PLUMBING DIVISION, BUILDING DEPARTMENT, AND STATE FIRE MARSHALL.
11. ALL GAS APPLIANCES EXCEPT WATER HEATERS AND RANGE TOP BURNERS SHALL BE EQUIPPED WITH INTERMITTENT IGNITION DEVICES.
DIVISION 23 - MECHANICAL-
1. GAS SHUT-OFF: SHALL BE PROVIDED OUTSIDE THE BUILDING AND SHALL BE CONSPICUOUSLY MARKED.
2. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS
LINE ON THE DOWN STREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED
TO THE EXTERIOR OF THE BUILDING OR STRUCTURE CONTAINING THE FUEL GAS PIPING.
3. DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAUGE SHEET STELL OR
OTHER APPROVED MATERIAL AND THERE SHALL BE NO OPENINGS FROM THE DUCTS INTO THE GARAGE.
4. FAN EXHAUST SYSTEMS:
A. FOR MECHANICAL VENTILATION SYSTEMS USED IN LIEU OF REQUIRED WINDOWS AT
TOILET ROOMS, LAUNDRIES, AND OTHER AREAS REQUIRING WINDOWS, PROVIDE A FAN
EXHAUST SYSTEM OPERABLE FROM LIGHT SWITCH WHICH PROVIDES FIVE AIR CHANGES PER HOUR DIRECT TO OUTSIDE AIR. MECHANICALLY OPERATED VENTILATING SYSTEM SHALL BE CAPABLE OF SUPPLYING A MINIMUM OF 5 CUBIC FEET PER MINUTE OF OUTSIDE AIR PER OCCUPANT WITH A TOTAL CIRCULATED OF NOT LESS THAN 15 CUBIC FEET PER MINUTE PER OCCUPANT.
B. EVERY EXHAUST SYSTEM SHALL TERMINATE AT A POINT OUTSIDE OF THE BUILDING NOT LESS THAN 15 FT. FROM ANY OPENABLE WINDOW OR FRESH AIR INTAKE.
5. WATER HEATERS, BOILERS, AND STORAGE TANKS WITH NON-RIGID WATER CONNECTIONS SHALL BE STRAPPED FOR LATERAL SUPPORT. SEE DIVISION 1.
6. APPROVED GAS VENTS INSTALLED IN WALLS OR BUILDINGS 3 STORIES OR LESS IN HEIGHT (4 STORIES IF EQUIPPED WITH AN AUTOMATIC FIRE-EXTINGUISHING SYSTEM) NEED NOT BE ENCLOSED.
7. HEATING:
A. PLANS AND CALCULATIONS FOR THE CAPACITY OF THE COMFORT HEATERS SHALL BE SUBMITTED TO THE MECHANICAL BUREAU PRIOR TO INSTALLATION. SYSTEM SHALL BE CAPABLE OF MAINTAINING A MINIMUM ROOM TEMPERATURE OF 68°f AT A POINT 3
FEET FROM EXTERIOR WALLS IN ALL HABITABLE ROOMS AT THE DESIGN TEMPERATURE.
B. ALL HEATERS OR COOLING DUCTS LOCATED OUTSIDE THE BUILDING ENERGY
ENVELOP SHALL HAVE ALL JOINTS AND SEAMS SEALED AND SHALL BE INSULATED WITH A MINIMUM OF 1" THICK (0.6 KBS/CU. FT.) FIBROUS INSULATION.
8. PROVIDE BACK DRAFT DAMPERS IN ALL FAN SYSTEMS EXHAUSTING AIR FROM THE ENERGY ENVELOPE.
DIVISION 26 - ELECTRICAL -
1. LIGHTING SHALL CONFORM TO THE REQUIREMENTS OF THE GOVERNING ELECTRICAL CODE. SEE ELECTRICAL DRAWINGS AND NOTES.
2. UNLESS OTHERWISE INDICATED ON THE DRAWINGS ALL PLUMBING
LINES, ELECTRICAL CONDUIT, AND ALL OTHER PIPING TO RUN ABOVE LEVEL OF CEILING JOIST LINE. CONTRACTOR TO VERIFY ON ALL PLANS IF NO SOFFIT IS INDICATED THEN
ALL PIPING TO BE NOTCHED OR BORED THRU PER BUILDING CODE ABOVE THE CEILING LINE. SEE DIVISION 06 UNDER ROUGH CARPENTRY.
-
# DESCRIPTION DATE
10" MIN.
32" MIN CLR
48" MIN
24" MIN
28" MIN.
18"
17" MIN.
18" MIN.
11 TYPICAL RAMP SECTION
SCALE VARIES
10 SINGLE OCCUPANT TOILET
SCALE 1/2"=1'-0"
02 THRESHOLDS
SCALE FULL
04 PROTRUDING OBJECTS
SCALE 1/4"=1'-0"
06 HANDRAIL EXTENSIONS
SCALE 1/2" = 1'-0"
03 CLEARANCES
SCALE 1/2" = 1'-0"
05 REACH RANGES
SCALE 1/2" = 1'-0"
07 DRINKING FOUNTAIN
SCALE 1/2" = 1'-0"
09 SINK OR VANITY
SCALE 1/2" = 1'-0"
14 DOOR CONSTRUCTION
SCALE NTS
2'-3" OR BELOW
HIGHER THAN 2'-3"
80" MIN.
1/2" MAX.
4" MAX.
1/4
" MAX.
1/2" MAX
3'-4" MAX.
2'-10" MAX.
2'-5" MIN.
2'-3" MIN.
2'-0" MAX. DEPTH
FOR MIN. CLEARANCE
2'-0" MAX.
PROTRUDING OBJECTS
MAY NOT REDUCE THE
REQUIRED CLEAR WIDTH
OF AN ACCESSIBLE
ROUTE OR MANEUVERING
SPACE.
(WALKING PARALLEL TO A WALL)
ANY
AMOUNT
REQUIRED
CLEAR
WIDTH
3'-0" MIN.
1:2 SLOPE MAX
1 2
6" MAX TOE CLEARANCE
6" MAX TOE CLEARANCE
1'-5" MIN.
4'-0" MIN.
KNEE CLEARANCE 8" MIN.
FLOOR
SPACE
CLEAR
32" MIN.
1'-5" TO 1'-7" 2'-3" MIN. 9" MIN.
3'-0" MAX
1'-5" TO 1'-7"
EQUIPMENT PERMITTED IN
SHADED AREA
1'-7" MAX.
4'-0" MIN.
2'-6" MIN.
FLOOR
SPACE
CLEAR
1'-5" MIN. DEPTH
KNEE CLEARANCE 8" MIN.
9" MIN.
Y
HAS A CLOSER AND
2'-8" MIN.
10" MAX. 2'-6"
4'-0"
4'-0" MIN.
4'-0" MIN.
HAS A CLOSER
Y=4'-0" MIN. IF DOOR
NOTE: Y= 44" MIN.;
2'-0"
Y
SIDE REACH RANGE
9"
4'-6"
10"
4'-0"
2'-6"
2'-6"
NOTE: Y= 5'-0" MIN.
Y=4'-0" MIN. IF DOOR
NOTE: Y= 44" MIN.;
Y
4'-6"
NOTE: X =3'-0" MIN. IF Y=5'-0" MIN.
2'-0"
Y
X
FORWARD REACH RANGE
1'-3" MIN.
4'-0"
4'-0"
NOTE: X = 1'-0" IF DOOR HAS BOTH
A CLOSER AND A LATCH 4'-0"
X
5'-0"
1'-6"
30"X48" CLEAR FLOOR SPACE
GRAB BAR, 36" MIN.
GRAB BAR, 48" MIN.
C
L
60" MIN DIA.
X IS THE 1'-0" MINIMUM HANDRAIL EXTENSION
REQUIRED AT EACH TOP RISER
Y IS THE MINIMUM HANDRAIL EXTENSION OF 1'-0" PLUS
THE WIDTH OF ONE TREAD THAT IS REQUIRED AT EACH
BOTTOM RISER.
A A
1'-0" MIN
Y
1'-0"
X
LESS THAN 2'-3"
LESS THAN 2'-3"
INSULATE HOT WATER
PIPES AND DRAIN TO
PREVENT CONTACT
LINE OF REQUIRED
CLEARANCE
MIRROR
SMOOTH OR
UNINTERRUPTED
BOTTOM RAIL OR
INSTALL
SMOOTH PANEL
NOTE: LATCHING & LOCKING DOORS THAT ARE HAND
ACTIVATED & WHICH ARE
IN AN ACCESSIBLE 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
WITHOUT REQUIRING THE
ABILITY TO GRASP THE OPENING HARDWARE
(SEC. 10004.B.1)
A LATCH
1'-0" MIN
34" A.F.F.
1'-0" MIN
1 1/2" DIA. HANDRAIL
HAND
RAIL
SUPP
ORT
BRAC
KETS
@ 4'-0"
O.C.
MAX.SLOPE 1:12
ACCESSIBILITY GUIDELINES PER CHAPTER 11B CALIFORNIA BUILDING CODE 60" MIN.
40" MAX.
VARIES
2'-10" MIN
2'-5" MIN
3'-2" MAX.
6" MAX
2'-3" MIN
8" MIN
9"MIN
17" MIN
38"
VARIES
17"-19"17"
19" MIN.
-19"
2'-9"
17" MAX.17" MAX.
14"
14"
PROJECT NUMBER:
2740 MAIN STREET
SANTA MONICA, CA 90405
310.453.9611
www.belzbergarchitects.com
belzberg architects
APPLICANT
IMPACT REAL ESTATE GROUP, LLC
2029 CENTURY PARK EAST
SUITE 2980
LOS ANGELES, CA 90067
310.552.2727
[email protected]
ARCHITECT
BELZBERG ARCHITECTS LLP
2740 MAIN STREET
SANTA MONICA, CA 90405
BROCK DESMIT, R.A.
313.477.9477
[email protected]
4/28/2023 9:44:35 A
M
DARROW OFFICE
BUILDING
APRIL 27, 2023
21004
ADA DIAGRAMS
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
PLANNING RESUBMITTAL
G120
SCALE: 1/2" = 1'-0"
ADA DIAGRAMS
1 SCALE: 1/2" = 1'-0"
ADA HEIGHTS
2 # DESCRIPTION DATE
10' - 8"
1A
13' - 7"
1D
4' - 3"
1F
8' - 8"
1B
30' - 6"
1N
5' - 0"
1D
20' - 8"
1A
16' - 0"
1P
1' - 6"
DN
1P
15' - 11"
1C
5' - 2"
1M
29' - 6"
1M
15' - 4"
1F
10' - 6"
1G
13' - 7"
1G
10' - 5"
1E
9' - 4"
1H
12' - 5"
1 4
J
' - 6"
1J
4' - 4"
1K
12' - " 3
1L
3' - 4"
1L
5' - 7"
1M
19' - 8"
1M
SB SB
34' - 4"
3K
13' - 3"
3E
6' - 8"
3B
20' - 11"
3D
2' - 2"
3A
' 2 - " 8
A3
25' - 5"
EGRESS SEPARATION
8' - 0"
3C
23' - 0"
3J
20' - 8"
3I
5' - 8"
3P
14' - 3"
3N
5' - 1"
3M
17' - 10"
3L
75' - 5"
MAX OVERALL DIAGONAL
7' - 1"
3F
20' - 8"
3G
7' - 6"
3H
4' - 6"
2A
8' - 5"
2B
5' - 5"
2M
7' - 11"
2C
21' - 5"
2Q
15' - 11"
2S
10' - 9"
2R
8' - 4"
2W
15' - 6"
2W
8' - 3"
2T
7' - 10"
2Z
6' - 8"
2U
16' - 3"
2U
27' - 1"
2D
6' - 1"
2K
12' - 6"
2J
18' - 6"
2J
17' - 4"
2G
11' - 6"
2E 9' - 6"
2L
12' - 6"
2L
18' - 9"
2E
12' - 0"
2G
4' - 4"
2H
12' - 4"
2F
3' - 5"
2V
17' - 11"
2N
12' - 2"
2P
ROOM NUMBER
168
1 EXIT CAPACITY
ACTUAL EGRESS
OCCUPANCY OF DOOR OR
STAIR
MAXIMUM ALLOWABLE
EGRESS OCCUPANCY OF
DOOR OR STAIR
CODE PLAN LEGEND
DIRECTION OF TRAVEL
WITH PATH ID & DISTANCE
ACCESSIBLE AREA
1 HOUR FIRE RATED WALL
(TIGHT TO DECK ABOVE)
145'
1 HOUR FIRE RATED FLOOR
CONSTRUCTION, TYPICAL
103
ROOM NAME
PLUMBING OR DUCT SHAFT
RATED CONSTRUCTION
100SF
OCC. : A-1
OCC. LOAD : 1
AREA
OCCUPANT LOAD
OCCUPANCY
ROOM NAME
AREA TAG
EXIT SIGN
DIRECTION OF SIGN
DIRECTION OF ARROW ON SIGN
1A
185 SF
OFFICE
OCC. : B
106
149 SF
OFFICE
OCC. : B
111
674 SF
OPEN OFFICE
OCC. : B
101
78 SF
RESTROOM
OCC. : B
109
65 SF
RESTROOM
OCC. : B
108
115 SF
OFFICE
OCC. : B
102
120 SF
OFFICE
OCC. : B
103
103 SF
STORAGE
OCC. : B
104
62 SF
EV1
OCC. : B
EV1
439 SF
LOBBY
OCC. : B
100
105 SF
SA1
OCC. : B
SA1
180
24 22 SF
JC
OCC. : B
112
67 SF
TRASH
OCC. : B
113
17'- 11"
TRAVEL DISTANCE
FOR STAIR
MEASURED
PARALLEL TO
SLOPE OF STAIR
232 SF
EXT. COURTYARD
OCC. : B
114
180
11 PER CBC 303.1.2 LOBBY
#100 CLASSIFIED AS
GROUP B OCCUPANCY
534 SF
OFFICE
OCC. : B
110
129 SF
STAIR
OCC. : B
SA3
179 SF
OFFICE
OCC. : B
303
523 SF
CONFERENCE
OCC. : B
302
143 SF
LOUNGE
OCC. : B
301
88 SF
STAIR
OCC. : B
SB3
699 SF
ROOF TERRACE
OCC. : B
306
63 SF
ELEV
OCC. : B
EV3
330 SF
LOBBY
OCC. : B
300
92 SF
CLOSET
OCC. : B
305
79 SF
RESTROOM
OCC. : B
304
180
18 PER CBC 303.1.2 ROOF
TERRACE #306
CLASSIFIED AS GROUP B
OCCUPANCY
PER CBC 303.1.2
CONFERENCE RM. #302
CLASSIFIED AS GROUP B
OCCUPANCY
OPEN STAIR IN ACCORDANCE WITH CBC 1019.3.4
-AREA OF VERTICAL OPENING: 107 SF
-HORIZONTAL PROJECTED AREA OF STARIWAY: 71 SF
299 SF
OFFICE
OCC. : B
202
307 SF
OFFICE
OCC. : B
203
272 SF
OFFICE
OCC. : B
204
720 SF
OPEN OFFICE
OCC. : B
200
132 SF
OFFICE
OCC. : B
205
275 SF
EMPLOYEE LOUNGE
OCC. : B
211
136 SF
OFFICE
OCC. : B
206
165 SF
STAIR
OCC. : B
207
52 SF
OUTDOOR TERRACE
OCC. : B
14 246 SF
OUTDOOR PATIO
OCC. : B
212
62 SF
ELEVATOR
OCC. : B
EV2
72 SF
RESTROOM
OCC. : B
209
88 SF
RESTROOM
OCC. : B
210
93 SF
CORRIDOR
OCC. : B
208
176 SF
OFFICE
OCC. : B
201
19'- 11"
14'- 4"
DISTANCES MEASURED
PARALELL TO SLOPE OF STAIR
180
27 OPEN
PER CBC 303.1.2 OUTDOOR PATIO
#212 CLASSIFIED AS GROUP B
OCCUPANCY
PROJECT NUMBER:
2740 MAIN STREET
SANTA MONICA, CA 90405
310.453.9611
www.belzbergarchitects.com
belzberg architects
APPLICANT
IMPACT REAL ESTATE GROUP, LLC
2029 CENTURY PARK EAST
SUITE 2980
LOS ANGELES, CA 90067
310.552.2727
[email protected]
ARCHITECT
BELZBERG ARCHITECTS LLP
2740 MAIN STREET
SANTA MONICA, CA 90405
BROCK DESMIT, R.A.
313.477.9477
[email protected]
4/28/2023 9:44:38 A
M
DARROW OFFICE
BUILDING
APRIL 27, 2023
21004
OCCUPANCY &
EGRESS
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
PLANNING RESUBMITTAL
G140
OCC. OCCUPANCY GROUP
FIRE-RESISTANCE RATING PER 2019 CBC TABLE 601 & 602 ALLOW. BLDG HT, STORIES, & AREAS PER CBC TABLE 504.3, 504.4, & 506.2
ACTUAL BLDG HT
(S / FT)
REQ'D SEP. OF OCC.
PER CBC TABLE 508.4
CONST. TYPE
PRIMARY STRUCT.
FRAME
BEARING WALLS NONBEARING WALLS FLOOR CONST. & ASSOC.
SECONDARY MEMBERS
ROOF CONST. & ASSOC.
EXTERIOR INTERIOR EXTERIOR INTERIOR SECONDARY MEMBERS ALLOW. HT ALLOW. S ALLOW. A B, M B BUSINESS III A 1 2 1 0 1 1 40 3 27,000 3/40 N
MEANS OF EGRESS PER 2019 CBC CH. 10
OCC.
OCCUPANCY TABULATION PER CBC TABLE 1004.1.2 EGRESS WIDTHS PER OCCUPANT SERVED CBC SECTION 1005.3 EGRESS TRAVEL DISTANCES PER CBC TABLE 1006.2.1 & 1017.2 -
SPRINKLERED GREATEST ACTUAL
COMMON PATH OF
EGRESS TRAVEL
GREATEST ACTUAL EXIT
ACCESS TRAVEL
OCCUPANCY GROUP AREA SF TYPE SF PER OCCUPANT OCCUPANTS STAIRWAYS (0.3 in.) OTHER EGRESS (0.2 in.) DISTANCE MAX. COMMON PATH OF EGRESS
TRAVEL
MAX. EXIT ACCESS TRAVEL
DISTANCE
01 GROUND FLOOR
B BUSINESS AREAS 2,719 SF GROSS 150 24 7.2 4.8 100 300 - - 2,719 SF 24 7.2 4.8
02 SECOND FLOOR
B BUSINESS AREAS 3,096 SF GROSS 150 27 8.1 5.4 100 300 74'-9" 94'-8" 3,096 SF 27 8.1 5.4
03 THIRD FLOOR (PROPOSED)
B BUSINESS AREAS 2,154 SF GROSS 150 18 5.4 3.6 100 300 61'-11" 130'-4" 2,154 SF 18 5.4 3.6
7,969 SF 69 20.7 13.8
SCALE: 1/8" = 1'-0"
01 GROUND FLOOR
1 SCALE: 1/8" = 1'-0"
03 THIRD FLOOR 3
SCALE: 1/8" = 1'-0"
02 SECOND FLOOR 2
B 8,372 SF 200 SF 20.93 20.93 <varies> 1 <varies> 1 <varies> 1 <varies> 2 <varies> 3 <varies> 1 1 MINIMUM PLUMBING FACILITIES PER 2019 CPC TABLE 422.1
OCC. AREA
OCCUPANT
LOAD
FACTOR SF
OCCUPANTS MEN WOMEN URINALS LAVATORIES DRINKING FOUNTAINS SERVICE SINKS
MEN WOMEN WC REQ'D WC PROVIDED WC REQ'D WC PROVIDED REQ'D PROVIDED
MEN WOMEN
DF REQ'D DF PROVIDED SERVICE SINK REQ'D
SERVICE SINK
LAV REQ'D LAV PROVIDED LAV REQ'D LAV PROVIDED PROVIDED
1 2 2 3 1 1 1 1 1 1
PER CBC 303.1.1 SMALL BUILDING AND TENANT SPACES:
A BUILDING OR TENANT SPACE USED FOR ASSEMBLY PURPOSES WITH AN OCCUPANT LOAD OF LESS THAN 50 PERSONS SHALL BE CLASSIFIED AS A GROUP B OCCUPANCY.
303.1.2 SMALL ASSEMBLY SPACES:
THE FOLLOWING ROOMS AND SPACES SHALL NOT BE CLASSIFIED AS ASSEMBLY OCCUPANCIES:
1. A ROOM OR SPACE USED FOR ASSEMBLY PURPOSES WITH AN
OCCUPANT LOAD OF LESS THAN 50 PERSONS AND ACCESSORY TO
ANOTHER OCCUPANCY SHALL BE CLASSIFIED AS A GROUP B OCCUPANCY OR AS A PART OF THAT OCCUPANCY.
2. A ROOM OR SPACE USED FOR ASSMBLY PURPOSES THAT IS LESS THAN 750 SF IN AREA AND ACCESSORY TO ANOTHER OCCUPANCY SHALL BE
CLASSIFIED AS A GROUP B OCCUPANCY OR AS PART OF THAT OCCUPANCY 2 1
85 6 85,500 NONE
PER CBC 1019.3.4:
EXIT ACCESS STAIRWAYS AND RAMPS IN BUILDINGS EQUIPPED
THROUGHOUT WITH AN AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1, WHERE THE AREA OF THE VERTICAL OPENING
BETWEEN STORIES DOES NOT EXCEED TWICE THE HORIZONTAL
PROJECTED AREA OF THE STAIRWAY OR RAMP AND THE OPENING IS
PROTECTED BY A DRAFT CURTAIN AND CLOSELY SPACED SPRINKLERS IN ACCORDANCE WITH NFPA 13. IN OTHER THAN GROUP B AND M
OCCUPANCIES, THIS PROVISION IS LIMITED TO OPENINGS THAT DO NOT CONNECT MORE THAN FOUR STORIES.
# DESCRIPTION DATE
PROJECT NUMBER:
2740 MAIN STREET
SANTA MONICA, CA 90405
310.453.9611
www.belzbergarchitects.com
belzberg architects
APPLICANT
IMPACT REAL ESTATE GROUP, LLC
2029 CENTURY PARK EAST
SUITE 2980
LOS ANGELES, CA 90067
310.552.2727
[email protected]
ARCHITECT
BELZBERG ARCHITECTS LLP
2740 MAIN STREET
SANTA MONICA, CA 90405
BROCK DESMIT, R.A.
313.477.9477
[email protected]
4/28/2023 9:44:38 A
M
DARROW OFFICE
BUILDING
APRIL 27, 2023
21004
EGRESS CODE
COMPLIANCE
SUMMARY
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
PLANNING RESUBMITTAL
G141
CBC TABLE 1006.3.2 EGRESS BASED ON OCCUPANT LOAD
EACH STORY AND OCCUPIED ROOF SHALL HAVE THE MINIMUM
NUMBER OF SEPARATE AND DISTINCT EXITS, OR ACCESS TO
EXITS, AS SPECIFIED IN TABLE 1006.3.2.
CBC SECTION 1006.3 ADJACENT STORY
THE PATH OF EGRESS TRAVEL TO AN EXIT SHALL NOT PASS
THROUGH MORE THAN ONE ADJACENT STORY.
CBC TABLE 1006.3.2 EGRESS BASED ON OCCUPANT LOAD
...THE REQUIRED NUMBER OF EXITS, OR EXIT ACCESS
STAIRWAYS OR RAMPS PROVIDING ACESS TO EXITS, FROM ANY
STORY OR OCCUPIED ROOF SHALL BE MAINTAINED UNTIL
ARRIVAL AT THE EXIT DISCHARGE OR A PUBLIC WAY.
CBC TABLE 1006.3.3(2) STORIES WITH ONE EXIT...
THE FIRST STORY ABOVE GRADE PLANE (GROUND FLOOR) FOR
B & M OCCUPANIES WITH MAXIMUM OCCUPANT LOAD OF 49 PER
STORY AND A MAXIMUM COMMON PATH OF EGRESS TRAVEL
DISTANCE OF 75 FT ARE ALLOWED.
THE SECOND STORY ABOVE GRADE PLANE (SECOND FLOOR)
FOR B OCCUPANIES WITH MAXIMUM OCCUPANT LOAD OF 29
PER STORY AND A MAXIMUM COMMON PATH OF EGRESS
TRAVEL DISTANCE OF 75 FT ARE ALLOWED.
GROUND FLOOR &
SECOND FLOOR
THIRD
FLOOR
GROUP B & M OCCUPANCIES DO NOT EXCEED THE
MAXIMUM OCCUPANT LOADS AND MAXIMUM COMMON
PATH OF EGRESS TRAVEL DISTANCES FOR EACH STORY.
THEREFORE, ONLY ONE EXIT IS REQUIRED FOR EACH
OCCUPANY ON THE GROUND FLOOR AND SECOND
FLOOR.
AN EXIT STAIR IS PROVIDED TO SERVE BOTH STORIES,
AND THE EXISTING HISTORIC STAIR WILL REMAIN AND
SERVE AS AN EXIT ACCESS STAIR AND SECOND MEANS
OF EGRESS FOR THE SECOND STORY.
CBC SECTION 1016.2 EGRESS THROUGH INTERVENING SPACES
2. EGRESS FROM A ROOM OR SPACE SHALL NOT PASS
THROUGH ADJOINING OR INTERVENING ROOMS OR AREAS,
EXCEPT WHERE SUCH ADJOINING ROOMS OR AREAS AND THE
AREA SERVED ARE ACCESSORY TO ONE OR THE OTHER, ARE
NOT GROUP H OCCUPANCY AND PROVIDE A DISCERNABLE
PATH OF EGRESS TRAVEL TO AN EXIT.
MEANS OF EGRESS
CODE REFERENCE NOTES ON PROPOSED DESIGN
THE THIRD FLOOR IS REQUIRED TO HAVE TWO EXITS OR
ACCESS TO EXITS.
MEANS OF EGRESS FROM THIRD FLOOR INCLUDES ONE
EXIT STAIRWAY AND ONE EXIT ACCESS STAIRWAY THAT
PASSES THROUGH THE SECOND FLOOR TO AN EXIT PER
CBC SECTION 1006.3.
THE EXISTING HISTORIC STAIR CONNECTING THE EXIT
DOOR FRONTING CHARLEVILLE BLVD TO THE SECOND
FLOOR WILL REMAIN AND SERVE AS AN EXIT ACCESS
STAIR AND SECOND MEANS OF EGRESS THROUGH TO
EXIT DISCHARGE AT GRADE.
CODE REFERENCE NOTES ON PROPOSED DESIGN
CBC TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCE
FOR B OCCUPANCIES IN A SPRINKLERED BUILDING THE
MAXIMUM EXIT ACCESS TRAVEL DISTANCE IS 300 FT.
THE BUILDING IS PROPOSED TO BE FULLY SPRINKLERED
ALLOWING A MAXIMUM EXIT ACCESS TRAVEL DISTANCE
OF 300 FT.
THE MAXIMUM EXIT ACCESS TRAVEL DISTANCE
PROPOSED IS 120 FT.
EXIT ACCESS TRAVEL DISTANCE
CBC SECTION 1007.1.1 TWO EXITS OR EXIT ACCESS DOORWAYS
WHERE TWO EXITS, EXIT ACCESS DOORWAYS, EXIT ACCESS
STAIRWAYS OR RAMPS, OR ANY COMBINATION THEREOF, ARE
REQUIRED FROM ANY PORTION OF THE EXIT ACCESS, THEY
SHALL BE PLACED A DISTANCE APART EQUAL TO NOT LESS
THAN ONE-HALF OF THE LENGTH OF THE MAXIMUM OVERALL
DIAGONAL DIMENSION OF THE BUILDING OR AREA TO BE
SERVED MEASURED IN A STRAIGHT LINE BETWEEN THEM.
EXCEPTION 2
WHERE A BUILDING IS EQUIPPED THROUGHOUT WITH AN
AUTOMATIC SPRINKLER SYSTEM IN ACCORDANCE WITH
SECTION 903.3.1.1 OR 903.3.1.2, THE SEPARATION DISTANCE
SHALL BE NOT LESS THAN ONE-THIRD OF THE LENGTH OF THE
MAXIMUM OVERALL DIAGONAL DIMENSION OF THE AREA
SERVED.
THE MAXIMUM DIAGONAL DIMENSION OF THE AREA
SERVED IS 75'-5". ONE THIRD OF THAT DIMENSION IS 25'-2".
THE DISTANCE BETWEEN PROPOSED EXIT AND EXIT
ACCESS STAIR IS 26'-2".
EXIT / EXIT ACCESS SEPARATION
ALL EXISTING EXTERIOR BALCONIES AND PROPOSED
EXTERIOR TERRACES ARE ACCESSORY TO THE
ADJOINING ROOMS THEY SERVE.
BALCONIES &
TERRACES
NOT APPLICABLE AS PROPOSED EXIT ACCESS STAIRWAYS
ONLY CONNECT STORIES, NOT LEVELS IN THE SAME
STORY.
BUILDING WILL BE EQUIPPED WITH AN AUTOMATIC
SPRINKLER SYSTEM. THEREFORE, EXIT ACCESS
STAIRWAYS NOT REQUIRED TO MAINTAIN 48" OF CLEAR
WIDTH BETWEEN HANDRAILS.
BUILDING WILL BE EQUIPPED WITH AN AUTOMATIC
SPRINKLER SYSTEM. THEREFORE, AN AREA OF REFUGE
AT STAIRWAYS IS NOT REQUIRED.
CBC SECTION 1009.3 STAIRWAYS
IN ORDER TO BE CONSIDERED PART OF AN ACCESSIBLE MEANS
OF EGRESS, A STAIRWAY BETWEEN STORIES SHALL COMPLY
WITH...
CBC SECTION 1009.3.1
EXIT ACCESS STAIRWAYS THAT CONNECT LEVELS IN THE SAME
STORY ARE NOT PERMITTED AS PART OF AN ACCESSIBLE
MEANS OF EGRESS.
CBC SECTION 1009.3.2
STAIRWAYS SHALL HAVE A CLEAR WIDTHOF 48 INCHES
MINIMUM BETWEEN HANDRAILS
EXCEPTION: THE CLEAR WIDTH OF 48 INCHES BETWEEN
HANDRAILS IS NOT REQUIRED IN BUILDINGS EQUIPPED
THROUGHOUT WITH AN AUTOMATIC SPRINKLER INSTALLED IN
ACCORDANCE WITH SECTION 903.3.1.1.
CBC SECTION 1009.3.3
STAIRWAYS SHALL...INCORPORATE AN AREA OF REFUGE...
EXCEPTION #2: AREAS OF REFUGE ARE NOT REQUIRED AT
STAIRWAYS IN BUILDINGS EQUIPPED THROUGHOUT WITH AN
AUTOMATIC SPRINKLER SYSTEM INSTALLED IN ACCORDANCE
WITH SECTION 903.3.1.1.
EXIT ACCESS STAIRWAYS SERVING AS
AN ACCESSIBLE MEANS OF EGRESS
COMPONENT
CBC 1019.3
...FLOOR OPENINGS CONTAINING EXIT ACCESS STAIRWAYS OR
RAMPS THAT DO NOT COMPLY WITH ONE OF THE CONDITIONS
LISTED IN THIS SECTION SHALL BE ENCLOSED WITH A SHAFT
ENCLOSURE CONSTRUCTED IN ACCORDANCE WITH SECTION
713.
4. EXIT ACCESS STAIRWAYS AND RAMPS IN BUILDINGS
EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLER
SYSTEM IN ACCORDANCE WITH SECTION 903.3.1.1, WHERE THE
AREA OF THE VERTICAL OPENING BETWEEN STORIES DOES
NOT EXCEED TWICE THE HORIZONTAL PROJECTED AREA OF
THE STAIRWAY OR RAMP AND THE OPENING IS PROTECTED BY
A DRAFT CURTAIN AND CLOSELY SPACED SPRINKLERS IN
ACCORDANCE WITH NFPA 13.
THE HORIZONTAL PROJECTED AREA OF THE STAIRWAY IS
71 SF. THE AREA OF THE VERTICAL OPENING BETWEEN
THE SECOND AND THIRD STORIES IS 107 SF WHICH IS
LESS THAN TWICE THE HORIZONTAL PROJECTED AREA OF
THE STAIRWAY.
A DRAFT CURTAIN AND CLOSELY SPACED SPRINKLERS IN
ACCORDANCE WITH NFPA 13 WILL BE INSTALLED.
EXIT ACCESS STAIRWAYS
# DESCRIPTION DATE
DN
SB SB
DN
EXEMPT
AREA BOUNDARY
INCLUDED
2,785 SF
01. GROUND FLOOR -
OFFICE
63 SF
ELEVATOR
119 SF
STAIR
EXTERIOR
COURTYARD
66'-9"
24'-7 5/8" 13'-9 5/8" 6'-7 1/4"
2'-6 1/2"
18'-6 7/8"
12'-3 1/8"
18'-1 1/4"
62'-6"
5'-2 1/8" 8'-7 1/2"
9'-0 1/4" 8'-5"
14'-10 3/8"
2,864 SF
02. SECOND FLOOR -
OFFICE
63 SF
ELEVATOR
183 SF
STAIR
OPEN TO
BELOW
OPEN TO
BELOW
45'-0"
19'-2 3/4" 31'-10 5/8" 14'-3"
18'-0 1/2"
9'-0 3/8"
74'-3 1/4"
21'-0 1/4"
8'-6 1/8"
1,404 SF
03. THIRD FLOOR -
OFFICE
63 SF
ELEVATOR
130 SF
STAIR
OPEN TO
BELOW
OPEN TO
BELOW
28'-3 1/2"
11'-6 1/4"
40'-10 3/8"
6'-1 1/2"
7'-9"
21'-8 3/8"
18'-6 5/8"
28'-4 1/8"
7'-8 7/8"
7'-11"
14'-7 1/8"
13'-8 1/4" 5'-10 1/8"
3,089 SF
OFFICE - GROUND
FLOOR
EXTERIOR
COURTYARD
45'-0 1/2"
66'-9"
18'-10"
12'-6"
17'-9 1/8"
69'-8"
3,199 SF
OFFICE - SECOND
FLOOR
OPEN TO
BELOW
45'-0 1/8"
65'-4 5/8"
18'-6 5/8"
9'-9 7/8"
16'-5 7/8"
75'-6 1/8"
PROJECT NUMBER:
2740 MAIN STREET
SANTA MONICA, CA 90405
310.453.9611
www.belzbergarchitects.com
belzberg architects
APPLICANT
IMPACT REAL ESTATE GROUP, LLC
2029 CENTURY PARK EAST
SUITE 2980
LOS ANGELES, CA 90067
310.552.2727
[email protected]
ARCHITECT
BELZBERG ARCHITECTS LLP
2740 MAIN STREET
SANTA MONICA, CA 90405
BROCK DESMIT, R.A.
313.477.9477
[email protected]
4/28/2023 9:44:42 A
M
DARROW OFFICE
BUILDING
APRIL 27, 2023
21004
FAR CALCULATIONS
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
PLANNING RESUBMITTAL
G150
SCALE: 1/8" = 1'-0"
01 GROUND FLOOR - PROPOSED
1 SCALE: 1/8" = 1'-0"
02 SECOND FLOOR - PROPOSED
2 SCALE: 1/8" = 1'-0"
03 THIRD FLOOR - PROPOSED
3 SCALE: 1/8" = 1'-0"
01 GROUND FLOOR - EXISTING 4
SCALE: 1/8" = 1'-0"
02 SECOND FLOOR - EXISTING 5
TOTAL OFFICE AREA EXISTING - 6,288 SF
AREA CALCULATIONS PER BHCC 10-3-100
FLOOR NAME AREA FAR
01 01. GROUND FLOOR - OFFICE 2,785 SF
02 02. SECOND FLOOR - OFFICE 2,864 SF
03 03. THIRD FLOOR - OFFICE 1,404 SF
TOTAL SF 7,053 SF
TOTAL OFFICE AREA PROPOSED - 7,053 SF
MAXIMUM ALLOWED SF = 12,012 SF
TOTAL PROPOSED SF
1.17 MAXIMUM ALLOWED FAR = 2.00
AREA OF PROPOSED ADDITION - 1,404 SF
# DESCRIPTION DATE
PROJECT NUMBER:
2740 MAIN STREET
SANTA MONICA, CA 90405
310.453.9611
www.belzbergarchitects.com
belzberg architects
APPLICANT
IMPACT REAL ESTATE GROUP, LLC
2029 CENTURY PARK EAST
SUITE 2980
LOS ANGELES, CA 90067
310.552.2727
[email protected]
ARCHITECT
BELZBERG ARCHITECTS LLP
2740 MAIN STREET
SANTA MONICA, CA 90405
BROCK DESMIT, R.A.
313.477.9477
[email protected]
4/28/2023 9:44:42 A
M
DARROW OFFICE
BUILDING
APRIL 27, 2023
21004
ALTA SURVEY
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
PLANNING RESUBMITTAL
G160
# DESCRIPTION DATE
PROJECT NUMBER:
2740 MAIN STREET
SANTA MONICA, CA 90405
310.453.9611
www.belzbergarchitects.com
belzberg architects
APPLICANT
IMPACT REAL ESTATE GROUP, LLC
2029 CENTURY PARK EAST
SUITE 2980
LOS ANGELES, CA 90067
310.552.2727
[email protected]
ARCHITECT
BELZBERG ARCHITECTS LLP
2740 MAIN STREET
SANTA MONICA, CA 90405
BROCK DESMIT, R.A.
313.477.9477
[email protected]
4/28/2023 9:44:42 A
M
DARROW OFFICE
BUILDING
APRIL 27, 2023
21004
ALTA SURVEY
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
PLANNING RESUBMITTAL
G161
# DESCRIPTION DATE
N
E
S
W
6:00 AM
5:47 AM
8:04 PM
June 21
6:00 AM
8:07 PM
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
N
E
S
W
9:00 AM
5:47 AM
8:04 PM
June 21
9:00 AM
8:07 PM
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
N
E
S
W
12:00 PM
5:47 AM
8:04 PM
June 21
12:00 PM
8:07 PM
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
S. SANTA MONICA BLVD.
N
E
S
W
6:00 AM
5:47 AM
8:04 PM
June 21
6:00 AM
8:07 PM
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
N
E
S
W
9:00 AM
5:47 AM
8:04 PM
June 21
9:00 AM
8:07 PM
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
N
E
S
W
12:00 PM
5:47 AM
8:04 PM
June 21
12:00 PM
8:07 PM
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
S. SANTA MONICA BLVD.
PROJECT NUMBER:
2740 MAIN STREET
SANTA MONICA, CA 90405
310.453.9611
www.belzbergarchitects.com
belzberg architects
APPLICANT
IMPACT REAL ESTATE GROUP, LLC
2029 CENTURY PARK EAST
SUITE 2980
LOS ANGELES, CA 90067
310.552.2727
[email protected]
ARCHITECT
BELZBERG ARCHITECTS LLP
2740 MAIN STREET
SANTA MONICA, CA 90405
BROCK DESMIT, R.A.
313.477.9477
[email protected]
4/28/2023 9:44:46 AM
DARROW OFFICE
BUILDING
APRIL 27, 2023
21004
SHADE AND
SHADOW STUDY -
SUMMER EQUINOX
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
PLANNING RESUBMITTAL
SUMMER EQUINOX - 12PM - ADDITION
SCALE: 1/32" = 1'-0"
3 SUMMER EQUINOX - 9AM - ADDITION
SCALE: 1/32" = 1'-0"
2 SUMMER EQUINOX - SUNRISE - ADDITION
SCALE: 1/32" = 1'-0"
1 G170
SCALE: 1/32" = 1'-0"
SUMMER EQUINOX - SUNRISE - EXISTING
4 SCALE: 1/32" = 1'-0"
SUMMER EQUINOX - 9AM - EXISTING
5 SCALE: 1/32" = 1'-0"
SUMMER EQUINOX - 12PM - EXISTING
6 # DESCRIPTION DATE
N
E
S
W
7:45 PM
5:47 AM
8:04 PM
June 21
7:45 PM
8:07 PM
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
N
E
S
W
6:00 PM
5:47 AM
8:04 PM
June 21
6:00 PM
8:07 PM
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
N
E
S
W
3:00 PM
5:47 AM
8:04 PM
June 21
3:00 PM
8:07 PM
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
N
E
S
W
3:00 PM
5:47 AM
8:04 PM
June 21
3:00 PM
8:07 PM
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
N
E
S
W
6:00 PM
5:47 AM
8:04 PM
June 21
6:00 PM
8:07 PM
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
N
E
S
W
7:45 PM
5:47 AM
8:04 PM
June 21
7:45 PM
8:07 PM
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
PROJECT NUMBER:
2740 MAIN STREET
SANTA MONICA, CA 90405
310.453.9611
www.belzbergarchitects.com
belzberg architects
APPLICANT
IMPACT REAL ESTATE GROUP, LLC
2029 CENTURY PARK EAST
SUITE 2980
LOS ANGELES, CA 90067
310.552.2727
[email protected]
ARCHITECT
BELZBERG ARCHITECTS LLP
2740 MAIN STREET
SANTA MONICA, CA 90405
BROCK DESMIT, R.A.
313.477.9477
[email protected]
4/28/2023 9:44:49 A
M
DARROW OFFICE
BUILDING
APRIL 27, 2023
21004
SHADE AND
SHADOW STUDY -
SUMMER EQUINOX
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
PLANNING RESUBMITTAL
G171
SCALE: 1/32" = 1'-0"
SUMMER EQUINOX - SUNSET - ADDITION 3 SCALE: 1/32" = 1'-0"SUMMER EQUINOX - 6PM - ADDITION 2 SCALE: 1/32" = 1'-0"
SUMMER EQUINOX - 3PM - ADDITION
1 SCALE: 1/32" = 1'-0"
SUMMER EQUINOX - 3PM - EXISTING
4 SCALE: 1/32" = 1'-0"
SUMMER EQUINOX - 6PM - -EXISTING
5 SCALE: 1/32" = 1'-0"
SUMMER EQUINOX - SUNSET - EXISTING 6
# DESCRIPTION DATE
N
E
S
W
9:00 AM
8:00 AM
5:43 PM
December 21
9:00 AM
4:00 PM
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
N
E
S
W
12:00 PM
8:00 AM
5:43 PM
December 21
12:00 PM
4:00 PM
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
N
E
S
W
8:15 AM
8:00 AM
5:43 PM
December 21
8:15 AM
4:00 PM
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
N
E
S
W
8:15 AM
8:00 AM
5:43 PM
December 21
8:15 AM
4:00 PM
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
N
E
S
W
9:00 AM
8:00 AM
5:43 PM
December 21
9:00 AM
4:00 PM
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
N
E
S
W
12:00 PM
8:00 AM
5:43 PM
December 21
12:00 PM
4:00 PM
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
PROJECT NUMBER:
2740 MAIN STREET
SANTA MONICA, CA 90405
310.453.9611
www.belzbergarchitects.com
belzberg architects
APPLICANT
IMPACT REAL ESTATE GROUP, LLC
2029 CENTURY PARK EAST
SUITE 2980
LOS ANGELES, CA 90067
310.552.2727
[email protected]
ARCHITECT
BELZBERG ARCHITECTS LLP
2740 MAIN STREET
SANTA MONICA, CA 90405
BROCK DESMIT, R.A.
313.477.9477
[email protected]
4/28/2023 9:44:53 A
M
DARROW OFFICE
BUILDING
APRIL 27, 2023
21004
SHADE AND
SHADOW STUDY -
WINTER EQUINOX
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
PLANNING RESUBMITTAL
G172
SCALE: 1/32" = 1'-0"
WINTER EQUINOX - 9AM - ADDITION
2 SCALE: 1/32" = 1'-0"
WINTER EQUINOX - 12PM - ADDITION 3 SCALE: 1/32" = 1'-0"WINTER EQUINOX - SUNRISE - ADDITION 1 SCALE: 1/32" = 1'-0"
WINTER EQUINOX - SUNRISE - EXISTING
4 SCALE: 1/32" = 1'-0"
WINTER EQUINOX - 9AM - EXISTING
5 SCALE: 1/32" = 1'-0"
WINTER EQUINOX - 12PM - EXISTING 6
# DESCRIPTION DATE
N
E
S
W
3:00 PM
8:00 AM
5:43 PM
December 21
3:00 PM
4:00 PM
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
N
E
S
W
4:00 PM
8:00 AM
5:43 PM
December 21
4:00 PM4:00 PM
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
N
E
S
W
3:00 PM
8:00 AM
5:43 PM
December 21
3:00 PM
4:00 PM
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
N
E
S
W
4:00 PM
8:00 AM
5:43 PM
December 21
4:00 PM4:00 PM
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
PROJECT NUMBER:
2740 MAIN STREET
SANTA MONICA, CA 90405
310.453.9611
www.belzbergarchitects.com
belzberg architects
APPLICANT
IMPACT REAL ESTATE GROUP, LLC
2029 CENTURY PARK EAST
SUITE 2980
LOS ANGELES, CA 90067
310.552.2727
[email protected]
ARCHITECT
BELZBERG ARCHITECTS LLP
2740 MAIN STREET
SANTA MONICA, CA 90405
BROCK DESMIT, R.A.
313.477.9477
[email protected]
4/28/2023 9:44:55 A
M
DARROW OFFICE
BUILDING
APRIL 27, 2023
21004
SHADE AND
SHADOW STUDY -
WINTER EQUINOX
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
PLANNING RESUBMITTAL
WINTER EQUINOX - SUNSET - ADDITION
SCALE: 1/32" = 1'-0"
2 WINTER EQUINOX - 3PM - ADDITION
SCALE: 1/32" = 1'-0"
1 G173
SCALE: 1/32" = 1'-0"
WINTER EQUINOX - 3PM - EXISTING
3 SCALE: 1/32" = 1'-0"
WINTER EQUINOX - SUNSET - EXISTING
4 # DESCRIPTION DATE
Rev Date Issue DATE: SCALE: DRWN BY: CHKD BY: BELZBERG ARCHITECTS LLP 2740 Main St. Santa Monica, CA 90405 313.477.9477 T ARCHITECT 12818 Venice Boulevard Los Angeles, CA 90066 T: (310) 310-8438 11/07/22 PLANNING SUBMITTAL E: [email protected] Stephen Billings Landscape Architecture DARROW OFFICE BUILDING 9884 S SANTA MONICA BLVD BEVERLY HILLS, CA 90212 NOT FOR CONSTRUCTION 01/06/23 PLANNING RESUBMITTAL 02/14/23 PLANNING RESUBMITTAL 03/10/23 PLANNING RESUBMITTAL 2023 03 10 AS NOTED SFSB L0.0 COVER SHEET DARROW OFFICE BUILDING 9884 S SANTA MONICA BLVD BEVERLY HILLS, CA 90210 LOCATION MAP & AND < ANGLE ℄ CENTERLINE Ø DIAMETER # NUMBER (E) EXISTING A.D. AREA DRAIN APPROX APPROXIMATE ARCH ARCHITECTURAL ASPH ASPHALT BLDG BUILDING B.C. BOTTOM OF CURB B.W. BOTTOM OF WALL C.B. CATCH BASIN CIP CAST IN PLACE CLR CLEAR CMU CONCRETE MASONRY UNIT CONC CONCRETE CONT CONTINUOUS CTR CENTER DTL DETAIL DIM DIMENSION DWG DRAWING EJ EXPANSION JOINT ELEC ELECTRICAL EQ EQUAL EQUIP EQUIPMENT FG FINISH GRADE FL FLOW LINE FS FINISH SURFACE HR HAND RAIL LF. LINEAL FOOT MFR. MANUFACTURER MAT. MATERIAL MAX MAXIMUM ME METAL EDGING MECH MECHANICAL MIN MINIMUM MISC MISCELLANEOUS N/A NOT APPLICABLE N.I.C. NOT IN CONTRACT NOM NOMINAL NTS NOT TO SCALE OA OVERALL O.T. ON CENTER P.D. PLANTER DRAIN PL PROPERTY LINE PA PLANTING AREA REF REFERENCE REQ REQUIRED REV REVISED SCHD SCHEDULE SECT SECTION SHT SHEET SIM SIMILAR SPEC SPECIFICATION SQ SQUARE SS. STAINLESS STEEL T.L. TOP OF CURB T.O.P. TOP OF PAVEMENT T.S. TOP OF SLAB T.W. TOP OF WALL TYP TYPICAL VERT VERTICAL VIF. VERIFY IN FIELD W/ WITH W/O WITHOUT WM WATER METER ABBREVIATIONS N.T.S. NORTH SITE SHEET DESCRIPTION L0.0 COVER SHEET L0.1 GENERAL NOTES L2.0 GROUND LEVEL HARDSCAPE PLAN L2.2 SECOND FLOOR HARDSCAPE PLAN L2.3 THIRD FLOOR HARDSCAPE PLAN L3.0 GROUND LEVEL PLANTING PLAN L3.2 SECOND FLOOR PLANTING PLAN L3.3 THIRD FLOOR PLANTING PLAN L3.4 GROUND LEVEL PLANT IMAGES L3.5 SECOND FLOOR PLANT IMAGES L3.6 THIRD FLOOR PLANT IMAGES L3.7 ELEVATION L5.0 LANDSCAPE LIGHTING PLAN L5.1 LIGHTING CUTSHEETS SHEET INDEX Rev Date Issue DATE: SCALE: DRWN BY: CHKD BY: BELZBERG ARCHITECTS LLP 2740 Main St. Santa Monica, CA 90405 313.477.9477 T ARCHITECT 12818 Venice Boulevard Los Angeles, CA 90066 T: (310) 310-8438 11/07/22 PLANNING SUBMITTAL E: [email protected] Stephen Billings Landscape Architecture DARROW OFFICE BUILDING 9884 S SANTA MONICA BLVD BEVERLY HILLS, CA 90212 NOT FOR CONSTRUCTION 01/06/23 PLANNING RESUBMITTAL 02/14/23 PLANNING RESUBMITTAL 03/10/23 PLANNING RESUBMITTAL 2023 03 10 AS NOTED SFSB L0.1 GENERAL NOTES 1. ALL CONSTRUCTION MUST COMPLY WITH ALL LOCAL, STATE, AND FEDERAL LAWS AND REGULATIONS. 2. CONTRACTOR AND/OR SUBCONTRACTORS SHALL EMPLOY NO PERSONS NOT PROVIDED WITH APPROPRIATE WORKMAN'S COMPENSATION INSURANCE AS REQUIRED BY THE STATE OF CALIFORNIA . 3. UPON COMPLETION OF THE WORK, CONTRACTOR AND/OR SUBCONTRACTORS SHALL LEAVE THE SITE CLEAN AND SUITABLE FOR OCCUPANCY. 4. CONTRACTOR AND /OR SUBCONTRACTORS SHALL VERIFY ALL DIMENSIONS AND SITE CONDITIONS AND SHALL NOTIFY THE OWNER AND LANDSCAPE ARCHITECT OF ANY DISCREPANCIES IN PLANS PRIOR TO COMMENCING OR CONTINUING WORK. 5. ALL OMISSIONS OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND/OR SPECIFICATIONS SHALL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT BEFORE PROCEEDING WITH ANY WORK SO INVOLVED. 6. THE LANDSCAPE ARCHITECT OR ENGINEER SHALL BE NOTIFIED OF ANY UNUSUAL OR UNFORESEEN SITUATIONS OR CONDITIONS WHICH AFFECT THE STRUCTURAL STABILITY OR SAFETY OF THE SITE PRIOR TO CONTINUING WITH CONSTRUCTION. 7. CONTRACTOR AND/OR SUBCONTRACTORS SHALL PROTECT EXISTING CONSTRUCTION AND LANDSCAPING, AS SPECIFIED BY THE OWNER, FROM DAMAGE DURING CONSTRUCTION. 8. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHORING AND BRACING REQUIRED TO PROTECT PERSONNEL AND ADJACENT PROPERTY DURING CONSTRUCTION. THE CONTRACTOR SHALL ADEQUATELY BRACE ELEMENTS OF THE STRUCTURE DURING CONSTRUCTION TO ENSURE THE SAFETY OF THE SITE AND/OR STRUCTURES. 9. THERE SHALL BE NO DEVIATIONS FROM STRUCTURAL DETAILS WITHOUT THE WRITTEN APPROVAL OF THE STRUCTURAL ENGINEER. 10. NO STRUCTURAL MEMBER SHALL BE CUT, NOTCHED, BORED OR OTHERWISE WEAKENED, EXCEPT AS ALLOWED BY THE UNIFORM BUILDING CODE, UNLESS OTHERWISE NOTED ON THE PLANS. 11. CONTRACTOR SHALL SUBMIT COPIES OF ALL SHOP DRAWINGS TO LANDSCAPE ARCHITECT PRIOR TO CONSTRUCTION OF RELATED WORK, AND ALLOW AMPLE TIME FOR LANDSCAPE ARCHITECT'S REVIEW AND COORDINATION. 12. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS WITH EACH OTHER AND WITH INFORMATION FURNISHED BY THE OWNER AND SHALL AT ONCE REPORT TO THE LANDSCAPE ARCHITECT ERRORS, INCONSISTENCIES OR OMISSIONS DISCOVERED. THE CONTRACTOR SHALL NOT BE LIABLE TO THE OWNER OR LANDSCAPE ARCHITECT FOR DAMAGE RESULTING FROM ERRORS, INCONSISTENCIES OR OMISSIONS IN THE CONTRACT DOCUMENT UNLESS THE CONTRACTOR RECOGNIZED SUCH ERROR, INCONSISTENCY OR OMISSION AND KNOWINGLY FAILED TO REPORT IT TO THE LANDSCAPE ARCHITECT. IF THE CONTRACTOR PERFORMS ANY CONSTRUCTION ACTIVITY KNOWING IT INVOLVES A RECOGNIZED ERROR, INCONSISTENCY OR OMISSION IN THE CONTRACT DOCUMENTS WITHOUT SUCH NOTICE TO THE LANDSCAPE ARCHITECT, THE CONTRACTOR SHALL ASSUME APPROPRIATE RESPONSIBILITY FOR SUCH PERFORMANCE AND SHALL BEAR AN APPROPRIATE AMOUNT TO THE ATTRIBUTABLE COSTS FOR THE CORRECTION. 13. THE CONTRACTOR SHALL TAKE FIELD MEASUREMENTS AND VERIFY FIELD CONDITIONS AND SHALL CAREFULLY COMPARE SUCH FIELD MEASUREMENTS AND CONDITIONS AND OTHER INFORMATION KNOWN TO THE CONTRACTOR WITH THE CONSTRUCTION DOCUMENTS BEFORE COMMENCING ACTIVITIES. ERRORS, INCONSISTENCIES OR OMISSIONS DISCOVERED SHALL BE REPORTED TO THE LANDSCAPE ARCHITECT AT ONCE. 14. THE CONTRACTOR SHALL SUPERVISE AND DIRECT THE WORK, USING THE CONTRACTOR'S BEST SKILL AND ATTENTION. THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR AND HAVE CONTROL OVER CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES AND PROCEDURES AND FOR COORDINATING ALL PORTIONS OF THE WORK UNDER THE CONTRACT. 15. THE CONTRACTOR IS REQUIRED: (1)TO REVIEW A SPECIFIED CONSTRUCTION OR INSTALLATION PROCEDURE (INCLUDING THOSE RECOMMENDED BY THE MANUFACTURERS); (2) TO ADVISE THE LANDSCAPE ARCHITECT (A) IF THE SPECIFIED PROCEDURE DEVIATES FROM GOOD CONSTRUCTION PRACTICE, (B) IF FOLLOWING THE PROCEDURE WILL AFFECT ANY WARRANTIES, INCLUDING MANUFACTURERS' WARRANTIES AND THE CONTRACTOR'S GENERAL WARRANTY, OR (C) OF ANY OBJECTIONS THE CONTRACTOR MAY HAVE TO THE PROCEDURE; AND (3) TO PROPOSE ANY ALTERNATIVE INSTALLATION WHICH THE CONTRACTOR WILL WARRANT. 16. THE CONTRACTOR SHALL BE RESPONSIBLE TO THE OWNER FOR ACTS AND OMISSIONS OF THE CONTRACTOR'S EMPLOYEES, SUBCONTRACTORS AND THE AGENTS AND EMPLOYEES, AND OTHER PERSONS PERFORMING PORTIONS OF THE WORK UNDER A CONTRACT WITH THE CONTRACTOR. 17. THE CONTRACTOR SHALL NOT BE RELIEVED OF OBLIGATIONS TO PERFORM THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS EITHER BY ACTIVITIES OR DUTIES OF THE LANDSCAPE ARCHITECT IN THE LANDSCAPE ARCHITECT'S ADMINISTRATION OF THE CONTRACT, OR BY TESTS, INSPECTIONS OR APPROVALS REQUIRED OR PERFORMED BY PERSONS OTHER THAN THE CONTRACTOR. 18. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTION OF PORTIONS OF THE WORK ALREADY PERFORMED UNDER THIS CONTRACT AND PREVIOUS WORK BY OTHERS, TO DETERMINE THAT SUCH PORTIONS ARE IN PROPER CONDITION TO RECEIVE SUBSEQUENT WORK. 19. THE CONTRACTOR SHALL TAKE ADEQUATE SAFEGUARDS AGAINST HARM TO OCCUPANTS DURING CONSTRUCTION. THIS INCLUDES, BUT IS NOT LIMITED TO SAFE AND ADEQUATE ACCESS INTO AND OUT OF THE BUILDING DURING CONSTRUCTION. ACCESS TO THE BUILDING SHALL BE VERIFIED BY BOTH THE LANDSCAPE ARCHITECT AND THE OWNER. 20. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING STORM WATER DRAINAGE CONNECTIONS, GRADING, ETC TO ENSURE PROPER DRAINAGE. GENERAL NOTES HARDSCAPE NOTES 1. NO TRENCHES OR EXCAVATIONS 5 FEET OR MORE IN DEPTH INTO WHICH A PERSON IS REQUIRED TO DESCEND ARE PERMITTED UNLESS THE NECESSARY PERMIT IS OBTAINED PRIOR TO THE ISSUANCE OF A BUILDING OR GRADING PERMIT. CONFIRM WITH SOILS ENGINEER. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCATING AND STAKING ALL SEWER, UTILITY AND WATER MAIN LINES PRIOR TO PROCEEDING WITH WORK. CONTRACTOR SHALL ASSUME SOLE RESPONSIBILITY FOR ANY COST INCURRED DUE TO DAMAGE AND REPLACEMENT OF SAID UTILITIES. 3. CONTRACTOR SHALL REVIEW EXISTING SITE CONDITIONS PRIOR TO BID SUBMITTAL AND COMMENCEMENT OF WORK. ANY DISCREPANCIES BETWEEN CONTRACT DOCUMENTS AND SITE CONDITIONS SHALL BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE OWNER, ARCHITECT AND LANDSCAPE ARCHITECT. CONTRACTOR SHALL ASSUME ALL NECESSARY REVISIONS IF HE/SHE FAILS TO GIVE SUCH NOTICE. 4. CONTRACTOR SHALL CONFIRM ALL DIMENSIONS IN THE FIELD PRIOR TO CONSTRUCTION. DISCREPANCIES BETWEEN CONTRACT DOCUMENTS AND SITE CONDITIONS WILL BE BROUGHT TO THE ATTENTION OF THE LANDSCAPE ARCHITECT FOR RESOLUTION. 5. SPOT ELEVATIONS AND GRADES SHOWN ON THE DRAWINGS ARE BASED ON SURVEY INFORMATION AND NOT CONDUCTED AS A PART OF THIS WORK AND ARE FOR REFERENCE ONLY. CONTRACTOR SHALL VERIFY EXISTING GRADES IN THE FIELD AND REPORT DISCREPANCIES TO THE LANDSCAPE ARCHITECT PRIOR TO ANY GRADING AND/OR CONSTRUCTION. 6. LARGER SCALE DRAWINGS TAKE PRECEDENCE OVER SMALLER SCALE DRAWINGS OR PLANS. 7. CONTRACTOR SHALL COORDINATE SECURE STORAGE AND STAGING FACILITIES WITH THE OWNER PRIOR TO DEMOLITION AND/OR CONSTRUCTION. 8. CONTRACTOR SHALL BE RESPONSIBLE FOR MAINTAINING GRADES AND ASSURING PROPER DRAINAGE AWAY FROM BUILDINGS AND WALKWAYS AT ALL TIMES. 9. ALL PROPERTY LINES AND LOT LINES SHALL BE VERIFIED PRIOR TO COMMENCING WORK. CONTRACTOR SHALL BE RESPONSIBLE FOR OBTAINING ANY REQUIRED PERMITS. 10. CONTRACTOR SHALL VERIFY ALL GRADES AND DIMENSIONS IN THE FIELD AND NOTIFY THE LANDSCAPE ARCHITECT PRIOR TO PROCEEDING WITH WORK SHOULD ANY DISCREPANCIES ARISE. 11. CONTRACTOR SHALL COORDINATE ALL GRADING WITH REQUIREMENTS ELSEWHERE IN THE DRAWINGS AND SPECIFICATIONS. PROVIDE DUST CONTROL FOR ALL GRADING OPERATIONS. CONTRACTOR SHALL CONFIRM STATUS OF ALL EXISTING PLANT MATERIAL WITH LANDSCAPE ARCHITECT PRIOR TO DEMOLITION. ALL DEMOLITION DEBRIS IS TO BE DISPOSED OF IN A TIMELY MANNER AND TRANSPORTED TO A LEGAL DUMPING GROUND. 12. REFER TO CITY AND/OR COUNTY STANDARD PLANS AND SPECIFICATIONS WHERE APPLICABLE. 13. ALL WRITTEN DIMENSIONS SHALL SUPERCEDE SCALED DIMENSIONS UNLESS OTHERWISE NOTED. 14. THE LOCATION OF FEATURES TO BE CONSTRUCTED NOT SPECIFICALLY DIMENSIONED MAY BE DETERMINED BY SCALE. IF CONFLICTS ARISE IN FIELD, CONTACT LANDSCAPE ARCHITECT FOR RESOLUTION. 15. CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACEMENT OF ANY EXISTING MATERIALS THAT ARE DAMAGED DURING CONSTRUCTION. 16. FORMWORK: CONSTRUCT CAREFULLY SO THAT STRAIGHT LINES ARE PERFECTLY TANGENT TO RADII, CURVES ARE SMOOTH AND FLOWING, AND TRANSITIONS BETWEEN CHANGES IN VERTICAL AND HORIZONTAL GRADIENT OF CURBS, WALKS AND PAVING ARE SMOOTH AND GRADUAL WITH NO ABRUPT OR SHARP CHANGES. 17. METAL HEADER, ROOT BARRIER LOCATIONS, AND PATH CENTERLINES SHALL BE MARKED BY THE CONTRACTOR ONSITE, AND VERIFIED BY THE LANDSCAPE ARCHITECT ONSITE OR BY PHOTOGRAPH PRIOR TO INSTALLATION. 18. CONTRACTOR TO PROVIDE (2) SAMPLES OF EACH HARDSCAPE TYPE, SIZE FOR EACH SAMPLE TO BE 48" X 48". 19. FINISH ELEVATIONS PER CIVIL DRAWINGS. 20. RECIRCULATING WATER SYSTEMS SHALL BE USED FOR WATER FEATURES. 1. QUANTITIES GIVEN FOR PLANT MATERIALS SPECIFIED FOR "ON CENTER" SPACING ARE SHOWN FOR CONVENIENCE ONLY AND ARE SUBORDINATE TO THE SPACING GIVEN. VERIFY AND SUPPLY SUFFICIENT NUMBER OF PLANTS TO FULFILL SPACING REQUIREMENTS. 2. ALL SIZES SHOWN FOR PLANT MATERIALS ON THE PLAN ARE TO BE CONSIDERED MINIMUM AND SAMPLES WILL REQUIRE ACCEPTANCE BY THE LANDSCAPE ARCHITECT PRIOR TO PLANTING. 3. NOTE ADDITIONAL REMARKS ABOUT SPECIFIC PLANTS IN PLANT LIST. 4. NO CHANGES TO THE PLANS ARE TO BE MADE WITHOUT PRIOR CONSENT OF THE LANDSCAPE ARCHITECT. PLANT MATERIAL IS SUBJECT TO AVAILABILITY AT THE TIME OF INSTALLATION. SUBSTITUTIONS MAY BE MADE AFTER CONSULTATION WITH THE LANDSCAPE ARCHITECT. 5. EXACT LOCATIONS OF PLANT MATERIALS TO BE APPROVED BY THE LANDSCAPE ARCHITECT IN THE FIELD. CONTRACTOR TO STAGE ALL PLANT MATERIAL ONSITE PER PLAN, IN THE PLANT CONTAINERS. CONTRACTOR TO NOTIFY LANDSCAPE ARCHITECT OF PLACEMENT 48 HOURS PRIOR TO REQUIRED INSPECTION BY LANDSCAPE ARCHITECT. LANDSCAPE ARCHITECT RESERVES THE RIGHT TO ADJUST PLANT PLACEMENT WHILE STILL IN THE CONTAINERS, BEFORE GIVING APPROVAL TO CONTRACTOR FOR PLANTING. 6. CONTRACTOR TO COORDINATE WITH OTHER SUBCONTRACTORS AND TRADES TO ENSURE PROTECTION OF GROWING CONDITIONS AND PLANT MATERIALS. LANDSCAPE CONTRACTOR TO COORDINATE HIS/HER WORK WITH THE GENERAL CONTRACTOR, IRRIGATION CONTRACTOR, AND ELECTRICAL CONTRACTOR FOR ITEMS NOT IN HIS/HER SCOPE. 7. LANDSCAPE CONTRACTOR TO VERIFY AND COORDINATE WORK AROUND ALL UNDERGROUND UTILITIES BEFORE EXCAVATION. NOTIFY ALL UTILITY PROVIDERS AT LEAST TWO (2) WORKING DAYS PRIOR TO BEGINNING WORK. 8. TREES SHALL BE IN PLACE PRIOR TO INSTALLATION OF DRAIN LINE. DRAIN LINE PLACEMENT SHALL BE ADJUSTED AS NECESSARY AROUND TREES. 9. LANDSCAPE CONTRACTOR TO VERIFY THAT THE CONDITIONS ARE SUITABLE TO PROMOTE HEALTHY PLANT GROWTH. DO NOT PROCEED IF CONDITIONS DETRIMENTAL TO HEALTHY GROWING ENVIRONMENT ARE PRESENT, INCLUDING, BUT NOT LIMITED TO, OVER-COMPACTED SOILS, ADVERSE DRAINAGE CONDITIONS, DEBRIS, OR OTHER HARMFUL CIRCUMSTANCES. PROCEEDING WITHOUT NOTIFICATION DENOTES ACCEPTANCE. 10. ALL SOIL PREPARATION AND BACKFILL SHALL ADHERE TO THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS. 11. ALL SOIL CONDITIONING AND AMENDMENT SHALL ADHERE TO THE REQUIREMENTS OF THE DRAWINGS AND SPECIFICATIONS. 12. CONTRACTOR TO VERIFY LOCATIONS OF PERTINENT SITE IMPROVEMENTS INSTALLED UNDER OTHER SECTIONS. IF ANY PART OF THIS PLAN CANNOT BE FOLLOWED DUE TO SITE CONDITIONS, CONTACT LANDSCAPE ARCHITECT PRIOR TO COMMENCING WORK. 13. REFER TO SURVEY FOR UTILITY LOCATIONS, AND FOR GRADING AND DRAINAGE INFORMATION. IF ACTUAL SITE CONDITIONS VARY FROM WHAT IS SHOWN ON THE PLANS, OR IF THERE ARE DISCREPANCIES BETWEEN THE PLANS, CONTACT THE LANDSCAPE ARCHITECT FOR DIRECTION ON HOW TO PROCEED. 14. ALL EXISTING TREES AND VEGETATION OUTSIDE LIMIT OF WORK WILL REMAIN. CONTRACTOR IS RESPONSIBLE FOR HEALTH OF ALL VEGETATION THAT IS TO REMAIN DURING CONSTRUCTION AND DURING THE PLANT ESTABLISHMENT PERIOD. 15. ALL PLANT MATERIAL TO BE GUARANTEED FOR 6 MONTHS FROM THE DATE OF ACCEPTANCE BY OWNER. TREES TO BE GUARANTEED FOR 1 YEAR. 16. ANY EXISTING LANDSCAPING INDICATED ON THE APPROVED LANDSCAPE PLAN FOR RETENTION THAT IS DAMAGED OR REMOVED DURING CONSTRUCTION SHALL BE REPAIRED OR REPLACED IN KIND WITH PLANTS OF EQUIVALENT SIZE. 17. CONTRACTOR SHALL STORE PLANT MATERIAL IN SHADE AND PROTECT FROM THE SUN. ENSURE ON SITE WATERING PRIOR TO PLANTING. 18. ALL PLANT MATERIAL TO BE FERTILIZED AT TIME OF INSTALLATION. 19. ALL PLANTING AREAS SHALL BE EQUIPPED WITH A PERMANENT AUTOMATED IRRIGATION SYSTEM, TO BE FUNCTIONAL AT THE TIME OF PLANTING. 20. CONTRACTOR IS RESPONSIBLE FOR WATERING AND MAINTAINING ALL LANDSCAPE MATERIALS UNTIL FINAL ACCEPTANCE. 21. REMOVE ALL EXISTING VEGETATION IN PLANTED AREAS, EXCEPT AS NOTED. ROTOTILL THE SOIL MINIMUM 12" DEEP. APPLY NUTRIENT-RICH TOPSOIL AS REQUIRED. 22. PROVIDE SOIL ANALYSIS TO LANDSCAPE ARCHITECT FOR REVIEW. AMEND AND CONDITION SOIL PER SOIL TEST RECOMMENDATIONS. 23. ALL PLANTING BEDS AND TREE SAUCERS TO RECEIVE 3” OF SHREDDED BARK MULCH. FINISHED GRADE OF MULCH TO BE 1” BELOW ADJACENT EDGES; TYPICAL. TAPER MULCH DEPTH AS NECESSARY ALONG HARDSCAPE EDGES TO ACHIEVE THIS. 24. REVIEW LOCATIONS OF IRRIGATION VALVE-BOXES WITH LANDSCAPE ARCHITECT PRIOR TO INSTALLATION. LOCATE VALVE BOXES AND UTILITY BOXES IN AREAS THAT ARE LESS VISIBLE TO PEDESTRIANS. VALVE BOXES TO BE PAINTED BROWN TO BLEND WITH BARK MULCH, UNLESS OTHERWISE NOTED. PLANTING NOTES MWELO NOTES 1. I AGREE TO COMPLY WITH THE REQUIREMENTS OF THE WATER EFFICIENT LANDSCAPE ORDINANCE AND SUBMIT A COMPLETE LANDSCAPE DOCUMENTATION PACKAGE. 2. A MINIMUM 3-INCH LAYER OF MULCH SHALL BE APPLIED ON ALL EXPOSED SOIL SURFACES OF PLANTING AREAS EXCEPT TURF AREAS, CREEPING OR ROOTING GROUNDCOVERS, OR DIRECT SEEDING APPLICATIONS WHERE MULCH IS CONTRAINDICATED. 3. FOR SOILS LESS THAN 6% ORGANIC MATTER IN THE TOP 6 INCHES OF SOIL, COMPOST AT A RATE OF A MINIMUM OF FOUR CUBIC YARDS PER 1,000 SQUARE FEET OF PERMEABLE AREA SHALL BE INCORPORATED TO A DEPTH OF SIX INCHES INTO THE SOIL. 4. RECIRCULATING WATER SYSTEMS SHALL BE USED FOR WATER FEATURES. 5. PRIOR TO CONSTRUCTION OF LANDSCAPED AREA OR IRRIGATION, THE CONTRACTOR MUST OBTAIN AND REVIEW A COPY OF THE WATER-EFFICIENT LANDSCAPE AND IRRIGATION STANDARDS. 6. A DIAGRAM OF THE IRRIGATION PLAN SHOWING HYDROZONES SHALL BE KEPT WITH THE IRRIGATION CONTROLLER FOR SUBSEQUENT MANAGEMENT PURPOSES. 7. A CERTIFICATE OF COMPLETION SHALL BE FILLED OUT AND CERTIFIED BY EITHER THE DESIGNER OF THE LANDSCAPE PLANS, IRRIGATION PLANS, OR THE LICENSED LANDSCAPE CONTRACTOR FOR THE PROJECT. 8. AN IRRIGATION AUDIT REPORT SHALL BE COMPLETED AT THE TIME OF FINAL INSPECTION. 1. THE IRRIGATION SYSTEM MUST COMPLY WITH ALL LOCAL, STATE, AND FEDERAL LAWS AND REGULATIONS. 2. AUTOMATIC WEATHER-BASED OR SOIL-MOISTURE BASED IRRIGATION CONTROLLERS SHALL BE INTEGRATED INTO THE IRRIGATION SYSTEM. 3. PRESSURE REGULATING DEVICES ARE REQUIRED IF WATER PRESSURE IS BELOW OR EXCEEDS THE RECOMMENDED PRESSURE OF THE SPECIFIED IRRIGATION DEVICES. 4. CHECK VALVES OR ANTI-DRAIN VALVES ARE REQUIRED ON ALL SPRINKLER HEADS WHERE LOW POINT DRAINAGE COULD OCCUR. 5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL EXISTING IRRIGATION EQUIPMENT DAMAGED DURING CONSTRUCTION AND IF DAMAGED SHALL REPLACE WITH SAME MANUFACTURER AND MODEL. 6. EXISTING IRRIGATION IN ADJACENT AREAS SHALL BE PROTECTED IN PLACE FOR CONTINUED USE. CONTRACTOR SHALL VERIFY THE EXTENT OF THE EXISTING SYSTEM AND MAKE ADJUSTMENTS TO MEET THE NEW LANDSCAPE CONDITION IF NECESSARY. 7. AN OPERATIONS AND SYSTEMS MANUAL SHALL BE PROVIDED TO THE OWNER OR REPRESENTATIVE AND TO THE FIELD INSPECTOR AT THE TIME OF FINAL INSPECTION. 8. A DIAGRAM OF THE IRRIGATION PLAN SHOWING HYDROZONES SHALL BE KEPT WITH THE IRRIGATION CONTROLLER FOR SUBSEQUENT MANAGEMENT PURPOSES. 9. A CERTIFICATE OF COMPLETION SHALL BE FILLED OUT AND CERTIFIED BY EITHER THE DESIGNER OF THE LANDSCAPE PLANS, THE DESIGNER OF THE IRRIGATION PLANTS, OR THE LICENSED LANDSCAPE CONTRACTOR FOR THE PROJECT. 10. AN IRRIGATION AUDIT REPORT SHALL BE COMPLETED AT THE TIME OF FINAL INSPECTION. 11. SEE FURTHER IRRIGATION NOTES AND PLANS INCLUDED IN LANDSCAPE DRAWING SET. GENERAL IRRIGATION NOTES LIGHTING NOTES 1. CONTRACTOR TO INSTALL ELECTRICAL TO CODE AND SECURE ALL NECESSARY PERMITS. 2. CONTRACTOR IS RESPONSIBLE FOR EXAMINING ALL EXISTING CONDITIONS AND NOTIFYING LANDSCAPE ARCHITECT OF ANY ISSUES THAT MAY PREVENT INSTALLATION AS SHOWN. 3. CONTRACTOR TO REVIEW DEMOLITION PLAN AND VERIFY ALL FIXTURES TO BE REMOVED WITH LANDSCAPE ARCHITECT. 4. CONTRACTOR TO VERIFY THAT ALL EXISTING LIGHTS TO REMAIN ARE FULLY FUNCTIONAL AND OF ACCEPTABLE APPEARANCE. NOTIFY LANDSCAPE ARCHITECT AS NEEDED. CONTRACTOR TO RELAMP ALL EXISTING LIGHTS TO REMAIN PER NOTE IN LIGHTING LEGEND. 5. DRAWING IS DIAGRAMMATIC FOR LEGIBILITY. VERIFY EXACT LOCATIONS OF LIGHTS AND TRANSFORMERS WITH LANDSCAPE ARCHITECT. 6. GENERAL CONTRACTOR SHALL PROVIDE ELECTRICAL SOURCE FOR EACH TRANSFORMER AND CONDUIT UNDER HARDSCAPE FOR WIRE ACCESS TO ALL FIXTURE LOCATIONS. 7. PROVIDE REMOTE TRANSFORMERS AS REQUIRED. TRANSFORMERS TO BE LOCATED PER LANDSCAPE ARCHITECT'S APPROVAL, IN BURIED VAULTS. 8. ALL FIXTURES TO HAVE TIMERS AND MANUAL SWITCHES. 9. LOAD TRANSFORMERS PER MANUFACTURER'S INSTRUCTIONS. LOAD NOT TO EXCEED 80%. 10. REMOTE TRANSFORMERS TO BE HARD-WIRED AND DAMP OR WET LISTED. CORD AND PLUG UNITS ARE NOT ACCEPTABLE. EACH FIXTURE IS TO BE HOME-RUN TO ITS DESIGNATED TRANSFORMER. 11. REMOTE TRANSFORMERS SHALL NOT BE WIRED TO OR FROM EACH OTHER. 12. CONTRACTOR SHALL TAKE MEASURES TO AVOID LARGE VOLTAGE DROPS AND ADVISE LANDSCAPE ARCHITECT OF SUCH BEFORE COMMENCING WORK. 13. UPLIGHTS, ACCENT LIGHTS, AND PATH LIGHTS ARE TO BE LAID OUT ON SITE FOR LANDSCAPE ARCHITECT APPROVAL PRIOR TO STAKING. 14. CONTRACTOR TO ZONE LIGHTING FIXTURES ACCORDING TO FIXTURE TYPE, I.E. TREE LIGHTING, PLANTER FLOOD LIGHTING, AND DRIVEWAY/PATH LIGHTING. 15. SWITCHING REQUIREMENTS TO BE COORDINATED WITH LANDSCAPE ARCHITECT AND OWNER DURING LANDSCAPE INSTALLATION. 16. LANDSCAPE ELECTRICAL TIMER(S) TO BE LOCATED BY LANDSCAPE ARCHITECT. ALL LANDSCAPE LIGHTS NOT ON PHOTOCELL TO BE CONNECTED TO TIMER. NUMBER OF TIMERS TO BE CONFIRMED BY LANDSCAPE ARCHITECT. 17. CONTRACTOR AND LANDSCAPE ARCHITECT SHALL ADJUST LIGHTING DURING EVENING HOURS AS REQUIRED. 18. LANDSCAPE CONTRACTOR TO VERIFY AND COORDINATE WORK AROUND ALL UNDERGROUND UTILITIES BEFORE EXCAVATION. NOTIFY ALL UTILITY PROVIDERS AT LEAST TWO (2) WORKING DAYS PRIOR TO BEGINNING WORK.
H-102 K-101 K-101 K-101 K-101 K-101 K-101 K-101 K-101 K-101 H-101 H-103 S-101 H-102 H-102 (E) STREET TREE TO REMAIN (E) SIDEWALK AND UTILITIES TO REMAIN E) STREET TREE TO REMAIN (E) SIDEWALK AND UTILITIES TO REMAIN (E) STREET TREE TO REMAIN H-105 K-101 K-101 E-101 E-101 E-101 E-101 H-107 H-108 REQUIRED CLEAR SPACE AROUND TRANSFORMER - SEE ARCH DRAWINGS. EDGING SYMBOL DESCRIPTION MANUFACTURER STEEL EDGING TBD HARDSCAPE CONSTRUCTION SYMBOL DESCRIPTION FINISH COLOR INTEGRAL COLOR CONCRETE W/ EXPOSED AGGREGATE TBD TBD BRICK PAVING LIVE-EDGE WOOD SLAB PAVER (N) ASPHALT IN CITY ALLEY EXISTING CONCRETE SWALE TO REMAIN TRANSFORMER WITH REQUIRED CLEAR SPACE SURROUNDING. SEE ARCH DRAWINGS. ROCK SYMBOL DESCRIPTION MANUFACTURER MATERIAL COLOR NOTES PLANTING AREA WITH GRAVEL TOPDRESS. DECORATIVE STONE SOLUTIONS GRAVEL FRENCH VANILLA 3/8" SITE FURNISHINGS SYMBOL DESCRIPTION MANUFACTURER BENCH TDB E-101 H-101 H-102 H-103 H-105 H-107 H-108 K-101 S-101 REFERENCE NOTES SCHEDULE TOTAL PROPOSED HARDSCAPE: 1,660 SF RHY DDWH IVVXH DATE: SCALE: DRWN BY: CHKD BY: BEL=BERG ARCHITECTS LLP 270 MDLQ SW. SDQWD MRQLFD, CA 005 313.77.
77 T ARCHITECT 12818 VHQLFH BRXOHYDUG LRV AQJHOHV, CA
0066 T: (310) 310-838 11/07/22 PLANNING SUBMITTAL E: RIILFH#VEODVWXGLR.FRP Stephen Billings Landscape Architecture DARROW OFFICE BUILDING 88 S SANTA MONICA BLVD BEVERLY HILLS, CA
0212 NOT FOR CONSTRUCTION 01/06/23 PLANNING RESUBMITTAL 02/1/23 PLANNING RESUBMITTAL 03/10/23 PLANNING RESUBMITTAL 2023 03 10 AS NOTED SFSB L2.0 GROUND LEVEL HARDSCAPE PLAN N UP DN UP DN OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW BUILT IN MILLWORK @ BRACEFRAME PANTRY S-102 H-106 S-103 HARDSCAPE SYMBOL DESCRIPTION MANUFACTURER WOOD DECKING ON PEDESTAL PAVERS TBD SITE FURNISHINGS SYMBOL DESCRIPTION MANUFACTURER POTS TBD FURNITURE TBD TBD H-106 S-102 S-103 REFERENCE NOTES SCHEDULE Rev Date Issue DATE: SCALE: DRWN BY: CHKD BY: BELZBERG ARCHITECTS LLP 2740 Main St. Santa Monica, CA 90405 313.477.9477 T ARCHITECT 12818 Venice Boulevard Los Angeles, CA 90066 T: (310) 310-8438 11/07/22 PLANNING SUBMITTAL E: [email protected] Stephen Billings Landscape Architecture DARROW OFFICE BUILDING 9884 S SANTA MONICA BLVD BEVERLY HILLS, CA 90212 NOT FOR CONSTRUCTION 01/06/23 PLANNING RESUBMITTAL 02/14/23 PLANNING RESUBMITTAL 03/10/23 PLANNING RESUBMITTAL 2023 03 10 AS NOTED SFSB L2.2 SECOND FLOOR HARDSCAPE PLAN N S-103 H-106 S-102 K-101 K-101 K-101 K-101 K-101 K-101 K-101 SYMBOL DESCRIPTION PLANTING AREA WITH GRAVEL TOPDRESS. GRAVEL TO MATCH H-101. HARDSCAPE SYMBOL DESCRIPTION MANUFACTURER WOOD DECKING ON PEDESTAL PAVERS TBD SITE FURNISHINGS SYMBOL DESCRIPTION MANUFACTURER POTS TBD FURNITURE TBD TBD 1H-106 S-102 S-103 REFERENCE NOTES SCHEDULE RHY DDWH IVVXH DATE SCALE
DRWN BY
CHKD BY
BEL=BERG ARCHITECTS LLP 20 MDLQ SW. SDQWD MRQLFD CA
00 313..
T ARCHITECT 121 VHQLFH BRXOHYDUG LRV AQJHOHV CA
0066 T
310
310-3 11022 PLANNING SUBMITTAL E
RIILFH#VEODVWXGLR.FRP
Stephen Billings Landscape Architecture DARROW OFFICE BUILDING S SANTA MONICA BLVD BEVERLY HILLS CA
0212 NOT FOR CONSTRUCTION 010623 PLANNING RESUBMITTAL 02123 PLANNING RESUBMITTAL 031023 PLANNING RESUBMITTAL 2023 03 10 AS NOTED SFSB L2.3 THIRD FLOOR HARDSCAPE PLAN N S. SANTA MONICA BLVD. CHARLEVILLE BLVD. AC AC ACAC AC AC SA SASA SASA SA SA SASA SASASA SA SA SA SA SA LP LP LP LP LP LPLP SA SASA SA SA SA SA SA LPLP LPLP LP SASA SA SA SA SA SA LP LP LP LP LP LP LP SASA SA SASASA SA SA SA SA SA SA SA SA SA SA SA SA LP LPLP LP LP LP SASASA SASASA LP OL OL OL LH EG LH LH PL PL EG EG EG EG EG EG EG EG EG EG KO KO KOAT EA GP EA EA KB AA AA AP KR AT KO KOKO GP AO EA GP KB AA EAAS ADAT GP GP KO KO KO KO KO KOKO KB KB KB EA EA GP AV AV AVGP HP HP HP HPAS KR KR KR EA EA EA ADV KO KO KO KO KOKO KO KO KOAV EA EA EA AC CF AC CF CFCF CF CF CF CF SA SA SA SA SA AV AVAV LPLP SA SA SA SA KB KB SA SA SA SA SA LPLP LP AS AS AS AS LP LP AA AA CF SA SASA SA SA LPLP LP LP LP LP LPLP LP LP KR KRKR KR AA AT2 AT2 PL3PL2 PL2 PL2 LPLP LPLP KR SA LPLPLPLPLPLP KOAC AC LP LPLP LPLP AC KR SA GP GP GP SA AS LP LP LP ASAS SA SA KO KO KO KO LPLP LP LPLP SA KB KB KRKR AC SA SA SASA SASA TRANSFORMER WITH REQUIRED CLEAR SPACE SURROUNDING. SEE ARCH DRAWINGS. AC KRKRLPLPLP LPLP TREES CODE BOTANICAL / COMMON NAME CONT WUCOLS ACA SA2 ACACIA SALICINA / WILLOW ACACIA 36"BOX LOW ACA SAL ACACIA SALICINA / WILLOW ACACIA 48"BOX LOW GIN PS GINKGO BILOBA `PRINCETON SENTRY` / GINKGO 36"BOX LOW PLANT SCHEDULE GROUND FLOOR SHRUBS CODE BOTANICAL / COMMON NAME SIZE WUCOLS QTY AC ACACIA COGNATA 'ACCOG01' / COUSIN ITT LITTLE RIVER WATTLE 5 GAL MODERATE 13 AD ADENANTHOS SERICEUS / COASTAL WOOLLYBUSH 5 GAL LOW 1 AA AGAVE ATTENUATA / FOXTAIL AGAVE 15 GAL LOW 6 AO AGAVE OVATIFOLIA / WHALE'S TONGUE AGAVE 15 GAL LOW 1 AS AGAVE STRICTA / HEDGEHOG AGAVE 15 GAL LOW 9 AV AGAVE VILMORINIANA / OCTOPUS AGAVE 15 GAL LOW 7 AP ALOE PLICATILIS / FAN ALOE 15 GAL LOW 1 AT2 ALOE THRASKII / DUNE ALOE 15 GAL LOW 2 AT ALOE THRASKII / DUNE ALOE 24"BOX LOW 3 ADV ALOE X 'DAVID VERITY' / DAVID VERITY ALOE 5 GAL LOW 1 CF CYRTOMIUM FALCATUM / HOLLY FERN 5 GAL MODERATE 9 EG ECHINOCACTUS GRUSONII / GOLDEN BARREL CACTUS 15 GAL LOW 11 EA EUPHORBIA AMMAK / CANDELABRA SPURGE 15 GAL LOW 13 ACADAAAOASAV APAT2 AT ADV CFEGEA PLANT SCHEDULE GROUND FLOOR GP GREVILLEA LANIGERA 'PROSTRATE' / PROSTRATE WOOLY GREVILLEA 5 GAL LOW 10 HP HESPERALOE PARVIFLORA / RED YUCCA 5 GAL LOW 4 KB KALANCHOE BEHARENSIS / FELT PLANT 15 GAL LOW 9 KR KALANCHOE BRACTEATA / SILVER TEASPOONS 5 GAL LOW 14 KO KALANCHOE ORGYALIS / COPPER SPOONS KALANCHOE 5 GAL LOW 27 LH LEUCADENDRON X 'HAWAII MAGIC' / ROYAL HAWAIIAN MAGIC CONEBUSH 15 GAL LOW 3 LP LOMANDRA LONGIFOLIA 'ROMA 13' / PLATINUM BEAUTY® VARIEGATED MAT RUSH 5 GAL LOW 71 OL OLEA EUROPAEA 'MONTRA' / LITTLE OLLIE® OLIVE 15 GAL LOW 3 PL2 PACHYPODIUM LAMEREI / MADAGASCAR PALM 15 GAL LOW 3 PL3 PACHYPODIUM LAMEREI / MADAGASCAR PALM 24"BOX LOW 1 PL PACHYPODIUM LAMEREI / MADAGASCAR PALM 5 GAL LOW 2 SA SESLERIA AUTUMNALIS 'FINELEAF' / FINELEAF AUTUMN MOOR GRASS 1 GAL MODERATE 87 VINE/ESPALIER CODE BOTANICAL / COMMON NAME SIZE WUCOLS QTY SM SOLANDRA MAXIMA / CUP OF GOLD VINE 5 GAL MODERATE 6 GPHPKBKRKOLHLPOL PL2 PL3 PL SA SHRUBS CODE BOTANICAL / COMMON NAME SIZE WUCOLS QTY PLANT SCHEDULE GROUND FLOOR Rev Date Issue DATE: SCALE: DRWN BY: CHKD BY: BELZBERG ARCHITECTS LLP 2740 Main St. Santa Monica, CA 90405 313.477.9477 T ARCHITECT 12818 Venice Boulevard Los Angeles, CA 90066 T: (310) 310-8438 11/07/22 PLANNING SUBMITTAL E: [email protected] Stephen Billings Landscape Architecture DARROW OFFICE BUILDING 9884 S SANTA MONICA BLVD BEVERLY HILLS, CA 90212 NOT FOR CONSTRUCTION 01/06/23 PLANNING RESUBMITTAL 02/14/23 PLANNING RESUBMITTAL 03/10/23 PLANNING RESUBMITTAL 2023 03 10 AS NOTED SFSB L3.0 PLANTING PLAN N UP DN UP DN OPEN TO BELOW OPEN TO BELOW OPEN TO BELOW BUILT IN MILLWORK @ BRACEFRAME PANTRY KB AA LH EG EG EG EG EGEG KBKB KRKR KR KOKO KOKO KO KO ADAPT AP KR SHRUBS PLANT SCHEDULE SHRUBS CODE BOTANICAL / COMMON NAME SIZE WUCOLS QTY AD ADENANTHOS SERICEUS / COASTAL WOOLLYBUSH 5 GAL LOW 1 AA AGAVE ATTENUATA / FOXTAIL AGAVE 15 GAL LOW 1 APT AGAVE PARRYI TRUNCATA / ARTICHOKE PARRY'S AGAVE 15 GAL LOW 1 AP ALOE PLICATILIS / FAN ALOE 15 GAL LOW 1 EG ECHINOCACTUS GRUSONII / GOLDEN BARREL CACTUS 15 GAL LOW 6 KB KALANCHOE BEHARENSIS / FELT PLANT 15 GAL LOW 3 KR KALANCHOE BRACTEATA / SILVER TEASPOONS 5 GAL LOW 4 KO KALANCHOE ORGYALIS / COPPER SPOONS KALANCHOE 5 GAL LOW 6 LH LEUCADENDRON X 'HAWAII MAGIC' / ROYAL HAWAIIAN MAGIC CONEBUSH 15 GAL LOW 1 ADAA APT APEGKBKRKOLH PLANT SCHEDULE Rev Date Issue DATE: SCALE: DRWN BY: CHKD BY: BELZBERG ARCHITECTS LLP 2740 Main St. Santa Monica, CA 90405 313.477.9477 T ARCHITECT 12818 Venice Boulevard Los Angeles, CA 90066 T: (310) 310-8438 11/07/22 PLANNING SUBMITTAL E: [email protected] Stephen Billings Landscape Architecture DARROW OFFICE BUILDING 9884 S SANTA MONICA BLVD BEVERLY HILLS, CA 90212 NOT FOR CONSTRUCTION 01/06/23 PLANNING RESUBMITTAL 02/14/23 PLANNING RESUBMITTAL 03/10/23 PLANNING RESUBMITTAL 2023 03 10 AS NOTED SFSB L3.2 THIRD FLOOR PLANTING PLAN N GM LH YR YR GM HP LH LHLH LG LG AC EAEA EAEA EAAC AC PA PA SCAPT LG ACAC AC AC EAAC AC AC AC AA APT APT AC AG AC CT CT AC SCSCSC SC SCSC SCSCSCSC AAAA AA SCSCSCSCAPTCT SC SC LH LH LHSCSCSC AA PA APT LH KLKLKL KL KL KLKL KL KL KLKLKLKL KL KL KLKLKLKL KL KLKL KLKLKL LG YR AC AC PA LG HP SC SC HP SC PE PE AE AP HP KR KR KRAA SHRU%S C2DE %2TAN,CAL C2MM2N NAME S,=E :UC2LS 4TY AC ACAC,A C2GNATA ACC2G
C2US,N ,TT L,TTLE R,9ER :ATTLE GAL M2DERATE AE AE2N,UM ; SUN%URST
SUN%URST AE2N,UM GAL L2: AA AGA9E ATTENUATA )2;TA,L AGA9E GAL L2: AG AGA9E DESMET,ANA 9AR,EGATA
9AR,EGATED SM22TH AGA9E GAL L2: APT AGA9E PARRY, TRUNCATA ART,CH2KE PARRY S AGA9E GAL L2: AP AL2E PL,CAT,L,S )AN AL2E GAL L2: CT CH2NDR2PETALUM TECT2RUM CAPE RUSH GAL L2: EA EUPH2R%,A AMMAK CANDELA%RA SPURGE GAL L2: GM GRE9,LLEA ; M22NL,GHT
M22NL,GHT GRE9,LLEA GAL L2: HP HESPERAL2E PAR9,)L2RA RED YUCCA GAL L2: KR KALANCH2E %RACTEATA S,L9ER TEASP22NS GAL L2: KL KALANCH2E LUC,AE PADDLE PLANT GAL L2: LG LEUCADENDR2N GALP,N,, GALP,N S C2NE%USH GAL L2: ACAE AAAGAPT APCTEA GMHPKRKL LG PLANT SCHEDULE LH LEUCADENDR2N ; HA:A,, MAG,C
R2YAL HA:A,,AN MAG,C C2NE%USH GAL L2: PE PH2RM,UM ; E9EN,NG GL2:
E9EN,NG GL2: NE: =EALAND )LA; GAL M2DERATE PA P2RTULACAR,A A)RA ELEPHANT %USH GAL L2: SC SENEC,2 CYL,NDR,CUS NARR2:LEA) CHALKST,CKS GAL L2: YR YUCCA R2STRATA %EAKED YUCCA GAL L2: GR2UND C29ERS C2DE %2TAN,CAL C2MM2N NAME C2NT :UC2LS SPAC,NG 4TY SP SEDUM PALMER, PALMER S SEDUM P2T L2: RF S) LHPEPASCYR SHRU%S C2DE %2TAN,CAL C2MM2N NAME S,=E :UC2LS 4TY PLANT SCHEDULE RHY DDWH ,VVXH DATE SCALE
DR:N %Y
CHKD %Y
%EL=%ERG ARCH,TECTS LLP MDLQ SW SDQWD MRQLFD CA
T ARCH,TECT 9HQLFH %RXOHYDUG LRV AQJHOHV CA
T
PLANN,NG SU%M,TTAL E
RIILFH#VEODVWXGLRFRP
Stephen Billings Landscape Architecture DARR2: 2)),CE %U,LD,NG S SANTA M2N,CA %L9D %E9ERLY H,LLS CA
N2T )2R C2NSTRUCT,2N PLANN,NG RESU%M,TTAL PLANN,NG RESU%M,TTAL PLANN,NG RESU%M,TTAL AS N2TED S)S% L TH,RD )L22R PLANT,NG PLAN N Rev Date Issue DATE: SCALE: DRWN BY: CHKD BY: BELZBERG ARCHITECTS LLP 2740 Main St. Santa Monica, CA 90405 313.477.9477 T ARCHITECT 12818 Venice Boulevard Los Angeles, CA 90066 T: (310) 310-8438 11/07/22 PLANNING SUBMITTAL E: [email protected] Stephen Billings Landscape Architecture DARROW OFFICE BUILDING 9884 S SANTA MONICA BLVD BEVERLY HILLS, CA 90212 NOT FOR CONSTRUCTION 01/06/23 PLANNING RESUBMITTAL 02/14/23 PLANNING RESUBMITTAL 03/10/23 PLANNING RESUBMITTAL 2023 03 10 AS NOTED SFSB L3.4 GROUND LEVEL PLANT IMAGES Rev Date Issue DATE: SCALE: DRWN BY: CHKD BY: BELZBERG ARCHITECTS LLP 2740 Main St. Santa Monica, CA 90405 313.477.9477 T ARCHITECT 12818 Venice Boulevard Los Angeles, CA 90066 T: (310) 310-8438 11/07/22 PLANNING SUBMITTAL E: [email protected] Stephen Billings Landscape Architecture DARROW OFFICE BUILDING 9884 S SANTA MONICA BLVD BEVERLY HILLS, CA 90212 NOT FOR CONSTRUCTION 01/06/23 PLANNING RESUBMITTAL 02/14/23 PLANNING RESUBMITTAL 03/10/23 PLANNING RESUBMITTAL 2023 03 10 AS NOTED SFSB L3.5 SECOND FLOOR PLANT IMAGES Rev Date Issue DATE: SCALE: DRWN BY: CHKD BY: BELZBERG ARCHITECTS LLP 2740 Main St. Santa Monica, CA 90405 313.477.9477 T ARCHITECT 12818 Venice Boulevard Los Angeles, CA 90066 T: (310) 310-8438 11/07/22 PLANNING SUBMITTAL E: [email protected] Stephen Billings Landscape Architecture DARROW OFFICE BUILDING 9884 S SANTA MONICA BLVD BEVERLY HILLS, CA 90212 NOT FOR CONSTRUCTION 01/06/23 PLANNING RESUBMITTAL 02/14/23 PLANNING RESUBMITTAL 03/10/23 PLANNING RESUBMITTAL 2023 03 10 AS NOTED SFSB L3.6 THIRD FLOOR PLANT IMAGES Rev Date Issue DATE: SCALE: DRWN BY: CHKD BY: BELZBERG ARCHITECTS LLP 2740 Main St. Santa Monica, CA 90405 313.477.9477 T ARCHITECT 12818 Venice Boulevard Los Angeles, CA 90066 T: (310) 310-8438 11/07/22 PLANNING SUBMITTAL E: [email protected] Stephen Billings Landscape Architecture DARROW OFFICE BUILDING 9884 S SANTA MONICA BLVD BEVERLY HILLS, CA 90212 NOT FOR CONSTRUCTION 01/06/23 PLANNING RESUBMITTAL 02/14/23 PLANNING RESUBMITTAL 03/10/23 PLANNING RESUBMITTAL 2023 03 10 AS NOTED SFSB L3.7 ELEVATION QTY. SYMB. 23 LIGHTING SCHEDULE DESCRIPTION MANUFACTURER / MODEL MANUFACTURER: SPJ LIGHTING MODEL: MR. UNIVERSATILITY-MBR-2W-FLOOD-150-2700K-8-15V FINISH: MATTE BRONZE AIMABLE ACCENT LIGHT S. SANTA MONICA BLVD. CHARLEVILLE BLVD. AC AC ACAC AC AC SA SASA SASA SA SA SASA SASASA SA SA SA SA SA LP LP LP LP LP LPLP SA SASA SA SA SA SA SA LPLP LPLP LP SASA SA SA SA SA SA LP LP LP LP LP LP LP SASA SA SASASA SA SA SA SA SA SA SA SA SA SA SA SA LP LPLP LP LP LP SASASA SASASA LP OL OL OL LH EG LH LH PL PL EG EG EG EG EG EG EG EG EG EG KO KO KOAT EA GP EA EA KB AA AA AP KR AT KO KOKO GP AO EA GP KB AA EAAS ADAT GP GP KO KO KO KO KO KOKO KB KB KB EA EA GP AV AV AVGP HP HP HP HPAS KR KR KR EA EA EA ADV KO KO KO KO KOKO KO KO KOAV EA EA EA AC CF AC CF CFCF CF CF CF CF SA SA SA SA SA AV AVAV LPLP SA SA SA SA KB KB SA SA SA SA SA LPLP LP AS AS AS AS LP LP AA AA CF SA SASA SA SA LPLP LP LP LP LP LPLP LP LP KR KRKR KR AA AT2 AT2 PL3PL2 PL2 PL2 LPLP LPLP KR SA LPLPLPLPLPLP KOAC AC LP LPLP LPLP AC KR SA GP GP GP SA AS LP LP LP ASAS SA SA KO KO KO KO LPLP LP LPLP SA KB KB KRKR AC SA SA SASA SASA TRANSFORMER WITH REQUIRED CLEAR SPACE SURROUNDING. SEE ARCH DRAWINGS. AC KRKRLPLPLP LPLP Rev Date Issue DATE: SCALE: DRWN BY: CHKD BY: BELZBERG ARCHITECTS LLP 2740 Main St. Santa Monica, CA 90405 313.477.9477 T ARCHITECT 12818 Venice Boulevard Los Angeles, CA 90066 T: (310) 310-8438 11/07/22 PLANNING SUBMITTAL E: [email protected] Stephen Billings Landscape Architecture DARROW OFFICE BUILDING 9884 S SANTA MONICA BLVD BEVERLY HILLS, CA 90212 NOT FOR CONSTRUCTION 01/06/23 PLANNING RESUBMITTAL 02/14/23 PLANNING RESUBMITTAL 03/10/23 PLANNING RESUBMITTAL 2023 03 10 AS NOTED SFSB L5.0 LANDSCAPE LIGHTING PLAN N Rev Date Issue DATE: SCALE: DRWN BY: CHKD BY: BELZBERG ARCHITECTS LLP 2740 Main St. Santa Monica, CA 90405 313.477.9477 T ARCHITECT 12818 Venice Boulevard Los Angeles, CA 90066 T: (310) 310-8438 11/07/22 PLANNING SUBMITTAL E: [email protected] Stephen Billings Landscape Architecture DARROW OFFICE BUILDING 9884 S SANTA MONICA BLVD BEVERLY HILLS, CA 90212 NOT FOR CONSTRUCTION 01/06/23 PLANNING RESUBMITTAL 02/14/23 PLANNING RESUBMITTAL 03/10/23 PLANNING RESUBMITTAL 2023 03 10 AS NOTED SFSB L5.1 LANDSCAPE LIGHTING CUTSHEETS NOTES: 1. ALL PROPOSED LIGHT FIXTURES TO BE SHIELDED SO THAT NO DIRECT BEAMS FALL UPON PUBLIC STREETS, ALLEYS, OR OTHER PRIVATE PROPERTY.
UP
UP
DN UP
UP UP
12345
ABC
16'-0" 16'-0" 16'-0" 16'-0"
20'-0" 20'-0"
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
(E) BRICK LANDING AND
PLANTER AT ENTRY
CLERESTORY
WINDOWS @
5' AFF
LINE OF
OVERHANG
ABOVE
(E) CLERESTORY
WINDOWS @ 5' AFF
(E) EXTERIOR COURTYARD
DASHED LINE REPRESENTS
ORIGINAL (HISTORIC) LOCATION
OF BUILDING FOOTPRINT
EXISTING HISTORIC WINDOW HARDWARE
TO BE SAVED AND REUSED BY
RESTORATION CONTRACTOR
PROJECT NUMBER:
2740 MAIN STREET
SANTA MONICA, CA 90405
310.453.9611
www.belzbergarchitects.com
belzberg architects
APPLICANT
IMPACT REAL ESTATE GROUP, LLC
2029 CENTURY PARK EAST
SUITE 2980
LOS ANGELES, CA 90067
310.552.2727
[email protected]
ARCHITECT
BELZBERG ARCHITECTS LLP
2740 MAIN STREET
SANTA MONICA, CA 90405
BROCK DESMIT, R.A.
313.477.9477
[email protected]
4/28/2023 9:43:59 AM
DARROW OFFICE
BUILDING
APRIL 27, 2023
21004
GROUND FLOOR
EXISTING PLAN
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
PLANNING RESUBMITTAL
A100
SCALE: 1/4" = 1'-0"
GROUND FLOOR - EXISTING
1 # DESCRIPTION DATE
DN
DN
DN
1 2 3 4 5
A
B
C
16'-0" 16'-0" 16'-0" 16'-0"
OPEN TO BELOW
EXTERIOR PATIO
OPEN TO BELOW
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
(E) PLANTER IN
FLOOR
PROTECT HISTORIC
ARCHITECTURAL
SCREENING ELEMENTS
AND SUPPORTING
STRUCTURE
20'-0" 20'-0"
PROJECT NUMBER:
2740 MAIN STREET
SANTA MONICA, CA 90405
310.453.9611
www.belzbergarchitects.com
belzberg architects
APPLICANT
IMPACT REAL ESTATE GROUP, LLC
2029 CENTURY PARK EAST
SUITE 2980
LOS ANGELES, CA 90067
310.552.2727
[email protected]
ARCHITECT
BELZBERG ARCHITECTS LLP
2740 MAIN STREET
SANTA MONICA, CA 90405
BROCK DESMIT, R.A.
313.477.9477
[email protected]
4/28/2023 9:44:00 AM
DARROW OFFICE
BUILDING
APRIL 27, 2023
21004
SECOND FLOOR
EXISTING PLAN
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
PLANNING RESUBMITTAL
A101
SCALE: 1/4" = 1'-0"
SECOND FLOOR-EXISTING
1 EXISTING HISTORIC WINDOW HARDWARE # DESCRIPTION DATE
TO BE SAVED AND REUSED BY
RESTORATION CONTRACTOR
3/16" = 1'-0" scale:
N
scale:
0 1 2 4 8
1/8" = 1'-0"
0 1 2 4 8
SB SB
1 A300
A300
A301 1
2 1 2 3 4 5
A
B
C
CHARLEVILLE BLVD.
SANTA MONICA BLVD.
50'-0"
(E) WTR,
TYP.
(E) CURB (E) STREET TREE AND CUTOUT
AROUND TREE TO REMAIN
9882 S. SANTA MONICA BLVD.
(COMMERCIAL)
(E) STREET TREE
AND CUTOUT
AROUND TREE TO
REMAIN
9882 S. SANTA MONICA BLVD.
(COMMERCIAL)
(E) PARKING SIGN (E)PARKING MTR, TYP.
(E) SEWER
(E) WTR
(E) BOLLARD
NEIGHBOR'S
(E) GAS MTR
(E) SEWER ACCESS
(E) SEWER
ACCESS
(E) DRAIN
(E) STREET
LIGHTING
(E) POSTAL BOX
(N) PLANTING (E) GAS MTR, TO
BE REMOVED
(E) WATER MTR, TO
BE RELOCATED
(E) TRANSFORMER
(E) TRAFFIC SIGNAL
(E) STREET LIGHTING
(E) TRAFFIC LIGHT
(E) STREET LIGHTING
OVERHANG, TYP.
PROPERTY LINE
TOTAL AREA:
6,006 SF
(N) PROPOSED
PLANTING
(E) TRAFFIC SIGNAL
(E) TRAFFIC LIGHT
(E) TREE TO
REMAIN
(E) STORM DRAIN
(E) HISTORIC BRICK WALL TO BE DISASSEMBLED AND
RECONSTRUCTED TO ORIGINAL CONDITION.
CONTRACTOR TO REUSE EXISTING BRICKS. CONTRACTOR
TO DO PAINT REMOVAL TESTS WITH CHEMICALS IN
INCONSPICUOUS LOCATIONS.
(E)
HEDGES @
ADJACENT
PROPERTY
PR
OPERTY LINE
50'-0"
PROPERTY LINE
120'-0 1/8"
(E) HISTORIC
ENTRY STAIR
UP 6R UP 4R
2 A400
(E) SEWER
NO SETBACK REQUIRED
38'-5 1/2" SETBACK
NEW PLANTED
AREA
(N) BOLLARDS, TYP.
LINE OF
OVERHANG
ABOVE
01 STANDARD
EV CHARGING
02 STANDARD
EV CHARGING
03 VAN ACCESSIBLE
EV CHARGING
NEW PLANTED AREA
(E) UTILITY POLE
R
TO BE REMOVED
20' - 0" TYP.
8'-0"
9'-0"
15'-3 1/2" MIN CLR
17'-1 1/2"
CITY ALLEY
19'-0"
9'-0"
9'-0"
60.00°
A301
2 ALLEY TO BE REPAVED
WITH ASPHALT PER
CITY'S STANDARD
DETAIL
PROPOSED BRICK
PAVING, REF
LANDSCAPE PLAN
TOTAL PROPOSED
HARDSCAPE: 1,660 SF
(N) TREE
(N) TREE
(N) TREE
(N) PROPOSED EXENTED PLANTING AREA ,
REF LANDSCAPE PLANS
(E) PAC BELL
(E) CONCRETE
AROUND SEWER
ACCESS
(E) CONCRETE
AROUND SEWER
ACCESS
(E) CONCRETE
SWALE
(N) PAD MOUNTED
TRANSFORMER
(72" x 94")
(E) BRICK WALL
57'-10 1/8"
(N) CURB
(E) BRICK WALL RETURN
A113
1 TYP. REQ'D CLEARANCE @ SIDES OF PAD
3'-0"
3'-11 1/8"
3'-7"
3'-0"
PROPOSED TEMPORARY
25' X 10' VAN LOADING
SPACE
PARKING
LOADING SPACE
RELIEF FROM MINIMUM MANEUVERABILITY STANDARDS FOR LOADING SPACES REQUESTED PER APPLICATION FOR HISTORIC INCENTIVE PERMIT.
THE PROJECT PROPOSES (1) ON-SITE 25' X 10' VAN LOADING SPACE AS REQUIRED BY BHMC 10-3-2740
PROJECT EXEMPT FROM MINIMUM PARKING REQUIREMENTS PER AB 2097 THE PARKING PROPOSED CONSISTS OF (1) STANDARD ACCESSIBLE VAN SPACE AND (2)
STANDARD PARKING SPACES WHICH IS LESS THAN TYPICALLY REQUIRED DUE TO THE
PHYSICAL CONSTRAINTS OF THE LOT AND IN ORDER TO PRESERVE THE EXISTING HISTORIC BUILDING.
RUBBISH ROOM
ANTICIPATED RUBBISH GENERATION CALCULATED PER BHMC SECTION 9-3-1.D. -FOR 6,214 SF OFFIC:E 8.88 CUBIC FEET PER DAY
-FOR 814 SF RETAIL: 8.14 CUBIC FEET PER DAY
1 RUBBISH STORAGE SPACE REQUIRED PER BHMC 9-3-1.E. RUBBISH STORAGE SPACE REQUIRED TO CONTAIN NOT LESS THAN 40 SQUARE FEET OF FLOOR AREA, WITH MINIMUM INSIDE DIMENSIONS OF (8' X 5') PER BHMC 9-3-1.F.
RELIEF FROM REQUIREMENT OF MINIMUM 8' X 5' INSIDE DIMENSIONS REQUESTED PER APPLICATION FOR HISTORIC INCENTIVE PERMIT.
PROJECT NUMBER:
2740 MAIN STREET
SANTA MONICA, CA 90405
310.453.9611
www.belzbergarchitects.com
belzberg architects
APPLICANT
IMPACT REAL ESTATE GROUP, LLC
2029 CENTURY PARK EAST
SUITE 2980
LOS ANGELES, CA 90067
310.552.2727
[email protected]
ARCHITECT
BELZBERG ARCHITECTS LLP
2740 MAIN STREET
SANTA MONICA, CA 90405
BROCK DESMIT, R.A.
313.477.9477
[email protected]
4/28/2023 9:44:01 A
M
DARROW OFFICE
BUILDING
APRIL 27, 2023
21004
SITE PLAN
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
PLANNING RESUBMITTAL
A110
SCALE: 3/16" = 1'-0"
SITE PLAN
1 NORTH
# DESCRIPTION DATE
(N) FIXED BOLLARDS
17'-0"
(N) PAD MOUNTED
TRANSFORMER
(72" x 94")
(N) CURB
(E) BRICK WALL RETURN
8'-0" 6'-0" 3'-0"
3'-0" 7'-10" 3'-0"
15'-4 3/4"
2 A113
4'-6" MAX
3'-11"
(N) REMOVABLE
BOLLARDS @ DOOR
SIDE
MIN
1'-6"
0'-3"
(E) BRICK WALL)
6'-5 3/4"
MIN
1'-6"
3'-6"
800A 3PHASE
TRANSFORMER
REMOVABLE
PROTECTIVE
BOLLARDS
72" X 94"
PRECAST PAD5'-0"
TYP.
APPROX. ANTICIPATED
HEIGHT OF SCE
TRANSFORMER PER.
SCE PLANNER
PROJECT NUMBER:
2740 MAIN STREET
SANTA MONICA, CA 90405
310.453.9611
www.belzbergarchitects.com
belzberg architects
APPLICANT
IMPACT REAL ESTATE GROUP, LLC
2029 CENTURY PARK EAST
SUITE 2980
LOS ANGELES, CA 90067
310.552.2727
[email protected]
ARCHITECT
BELZBERG ARCHITECTS LLP
2740 MAIN STREET
SANTA MONICA, CA 90405
BROCK DESMIT, R.A.
313.477.9477
[email protected]
4/28/2023 9:44:01 A
M
DARROW OFFICE
BUILDING
APRIL 27, 2023
21004
TRANSFORMER
PLAN
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
PLANNING RESUBMITTAL
A113
SCALE: 1/4" = 1'-0"
TRANSFORMER - ENLARGED PLAN
1 SCALE: 1/4" = 1'-0"
TRANSFORMER - SECTION
2 # DESCRIPTION DATE
UP
SD /
CMD
SD
1 A400
12345
ABC
2 A401
1 A401
2 A400
10'-9"
12'-8 1/2"
121 SF
MECHANICAL
ROOM
001
EMPLOYEE LOCKERS
LONG TERM
BIKE STORAGE
ROOM NAME & NUMBER
DOOR NUMBER
PLAN SYMBOLS
WALL FRAMING TYPE
WINDOW WALL NUMBER / SKYLIGHT TYPE
MATERIAL TAG
1i 6
101
Bedroom
101
GYP-1
PLAN NOTES
1. EACH APPLIANCE PROVIDED AND INSTALLED MEETS ENERGY STAR IN AN ENERGY STAR DESIGNATION IS APPLICABLE FOR THAT APPLIANCE (4.210.1, 9.210.1)
2. THE FLOW RATES FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN TABLE 4.403.2 / TABLE 9.403.2 (4.303.1, 9.303.1). REFER TO GRN 16 ON G0.20.
3. BATHROOM FANS NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE
VENTILATION SYSTEM MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE (4.506.1, 9.506.1).
4. DIMENSIONS TO PARTITIONS ON FLOOR PLANS ARE TO FACE OF STUD OR FACE OF CONCRETE, UNLESS OTHERWISE NOTED. SEE A650 & A651 FOR
5. ALL ROOF RUNOFF TO DRAIN TO RAIN WATER STORAGE TANK. SEE PLUMBING AND CIVIL DRAWINGS.
EXHAUST FAN IN CEILING, ENERGY STAR
COMPLIANT. DUCTED TO TERMINATE
OUTSIDE THE BUILDING
COMBINATION SMOKE / CARBON MONOXIDE
DETECTOR
SMOKE DETECTOR
PROJECT NUMBER:
2740 MAIN STREET
SANTA MONICA, CA 90405
310.453.9611
www.belzbergarchitects.com
belzberg architects
APPLICANT
IMPACT REAL ESTATE GROUP, LLC
2029 CENTURY PARK EAST
SUITE 2980
LOS ANGELES, CA 90067
310.552.2727
[email protected]
ARCHITECT
BELZBERG ARCHITECTS LLP
2740 MAIN STREET
SANTA MONICA, CA 90405
BROCK DESMIT, R.A.
313.477.9477
[email protected]
4/28/2023 9:44:02 AM
DARROW OFFICE
BUILDING
APRIL 27, 2023
21004
BASEMENT PLAN
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
PLANNING RESUBMITTAL
A200
SCALE: 1/4" = 1'-0"
BASEMENT PLAN
1 # DESCRIPTION DATE
UP
UP
DN
SD /
CMD
SD
1 A300
A300
A301 1
2 1
A400
1 2 3 4 5
A
B
C
UP 6R UP 4R
16'-0" 16'-0" 16'-0" 16'-0"
20'-0" 20'-0"
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
2 A401
UP
TO BASEMENT
699 SF
OPEN OFFICE
101
526 SF
EMPLOYEE
LOUNGE /
INFORMAL
CONFERENCE
110
142 SF
OFFICE
111
225 SF
EXTERIOR
COURTYARD
112
172 SF
OFFICE
106
80 SF
ALL GENDER
RESTROOM
109 59 SF
MENS RESTROOM
108
373 SF
LOBBY
100
105 SF
OFFICE
102
75 SF
STAIR
SA1
52 SF
ELEVATOR
EV1
53 SF
RUBBISH RM.
114
1 A401
2 A400
109 108
106
XSA1
X114
X101A
X101B
111
100
4'-0 1/4" 3'-0 1/4"
X100B
101
102
104 103
105
106
107
108
109
111 112
LINE OF
OVERHANG ABOVE
BUILT IN
SEATING
X100A
A250
1 A240
1 A301
2 110
110
2 CY BIN
(72" X 34.5")
MSA
FULL
HT.
CABS
45 SF
ELEVATOR
MACHINE ROOM
115
103 SF
Room
103
2'-11 1/2"
7'-2 1/8"
102
103
MILLWORK WALL
WITH VERTICAL
BIKE STORAGE
A241
1 BUILDING METRICS DASHBOARD
7'-1 7/8"
ROOM NAME & NUMBER
DOOR NUMBER
PLAN SYMBOLS
WALL FRAMING TYPE
WINDOW WALL NUMBER / SKYLIGHT TYPE
MATERIAL TAG
1i
6 101
Bedroom
101
GYP-1
PLAN NOTES
1. EACH APPLIANCE PROVIDED AND INSTALLED MEETS ENERGY STAR IN AN ENERGY STAR DESIGNATION IS APPLICABLE FOR THAT APPLIANCE (4.210.1, 9.210.1)
2. THE FLOW RATES FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN TABLE 4.403.2 / TABLE 9.403.2 (4.303.1, 9.303.1). REFER TO GRN 16 ON G0.20.
3. BATHROOM FANS NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE
VENTILATION SYSTEM MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE (4.506.1, 9.506.1).
4. DIMENSIONS TO PARTITIONS ON FLOOR PLANS ARE TO FACE OF STUD OR FACE OF CONCRETE, UNLESS OTHERWISE NOTED. SEE A650 & A651 FOR
5. ALL ROOF RUNOFF TO DRAIN TO RAIN WATER STORAGE TANK. SEE PLUMBING AND CIVIL DRAWINGS.
EXHAUST FAN IN CEILING, ENERGY STAR
COMPLIANT. DUCTED TO TERMINATE
OUTSIDE THE BUILDING
COMBINATION SMOKE / CARBON MONOXIDE
DETECTOR
SMOKE DETECTOR
PROJECT NUMBER:
2740 MAIN STREET
SANTA MONICA, CA 90405
310.453.9611
www.belzbergarchitects.com
belzberg architects
APPLICANT
IMPACT REAL ESTATE GROUP, LLC
2029 CENTURY PARK EAST
SUITE 2980
LOS ANGELES, CA 90067
310.552.2727
[email protected]
ARCHITECT
BELZBERG ARCHITECTS LLP
2740 MAIN STREET
SANTA MONICA, CA 90405
BROCK DESMIT, R.A.
313.477.9477
[email protected]
4/28/2023 9:44:04 A
M
DARROW OFFICE
BUILDING
APRIL 27, 2023
21004
GROUND FLOOR
PLAN
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
PLANNING RESUBMITTAL
A201
SCALE: 1/4" = 1'-0"
GROUND FLOOR PLAN
1 NORTH
# DESCRIPTION DATE
SD /
CMD
SD
UP
DN
UP
DN
ROOM NAME & NUMBER
DOOR NUMBER
PLAN SYMBOLS
WALL FRAMING TYPE
WINDOW WALL NUMBER / SKYLIGHT TYPE
MATERIAL TAG
1i
6 101
Bedroom
101
GYP-1
PLAN NOTES
1. EACH APPLIANCE PROVIDED AND INSTALLED MEETS ENERGY STAR IN AN ENERGY STAR DESIGNATION IS APPLICABLE FOR THAT APPLIANCE (4.210.1, 9.210.1)
2. THE FLOW RATES FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN TABLE 4.403.2 / TABLE 9.403.2 (4.303.1, 9.303.1). REFER TO GRN 16 ON G0.20.
3. BATHROOM FANS NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE
VENTILATION SYSTEM MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE (4.506.1, 9.506.1).
4. DIMENSIONS TO PARTITIONS ON FLOOR PLANS ARE TO FACE OF STUD OR FACE OF CONCRETE, UNLESS OTHERWISE NOTED. SEE A650 & A651 FOR
5. ALL ROOF RUNOFF TO DRAIN TO RAIN WATER STORAGE TANK. SEE PLUMBING AND CIVIL DRAWINGS.
EXHAUST FAN IN CEILING, ENERGY STAR
COMPLIANT. DUCTED TO TERMINATE
OUTSIDE THE BUILDING
COMBINATION SMOKE / CARBON MONOXIDE
DETECTOR
SMOKE DETECTOR
1 A400
1 2 3 4 5
A
B
C
16'-0" 16'-0" 16'-0" 16'-0"
20'-0" 20'-0"
OPEN TO
BELOW
OPEN TO BELOW
CHARLEVILLE BLVD.
S. SANTA MONICA BLVD.
OPEN
TO
BELOW
2 A401
BUILT IN MILLWORK @ BRACEFRAME
PANTRY
131 SF
OFFICE
206
306 SF
EMPLOYEE
LOUNGE/
KITCHEN
211
64 SF
ALL GENDER
RESTROOM
210
59 SF
WOMENS
RESTROOM
209
140 SF
STAIR
SA2
288 SF
OFFICE
202
289 SF
OFFICE
203
259 SF
OFFICE
204
162 SF
OFFICE
201
84 SF
CORRIDOR
208
52 SF
ELEVATOR
EV3
713 SF
OPEN OFFICE/
RECEPTION
200
53 SF
OUTDOOR
TERRACE
205
273 SF
OUTDOOR
TERRACE
212
118 SF
OFFICE
207
1 A401
2 A400
SA2
206
513
512
201
202
203
204
103
203
202
207
200
208
209
210
211
212
204
205
4'-0"
206
A240
2 A250
2 A301
2 SKYLIGHT
ABOVE
207
BUILT IN MILLWORK @ PILASTERS
PROJECT NUMBER:
2740 MAIN STREET
SANTA MONICA, CA 90405
310.453.9611
www.belzbergarchitects.com
belzberg architects
APPLICANT
IMPACT REAL ESTATE GROUP, LLC
2029 CENTURY PARK EAST
SUITE 2980
LOS ANGELES, CA 90067
310.552.2727
[email protected]
ARCHITECT
BELZBERG ARCHITECTS LLP
2740 MAIN STREET
SANTA MONICA, CA 90405
BROCK DESMIT, R.A.
313.477.9477
[email protected]
4/28/2023 9:44:07 A
M
DARROW OFFICE
BUILDING
APRIL 27, 2023
21004
SECOND FLOOR
PLAN
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
PLANNING RESUBMITTAL
A202
SCALE: 1/4" = 1'-0"
SECOND FLOOR PLAN
1 NORTH
# DESCRIPTION DATE
(E) PLASTER FINS W/
METAL ANGLED CAP. TYP.
SD /
CMD
SD
DN
DN
ROOM NAME & NUMBER
DOOR NUMBER
PLAN SYMBOLS
WALL FRAMING TYPE
WINDOW WALL NUMBER / SKYLIGHT TYPE
MATERIAL TAG
1i
6 101
Bedroom
101
GYP-1
PLAN NOTES
1. EACH APPLIANCE PROVIDED AND INSTALLED MEETS ENERGY STAR IN AN ENERGY STAR DESIGNATION IS APPLICABLE FOR THAT APPLIANCE (4.210.1, 9.210.1)
2. THE FLOW RATES FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN TABLE 4.403.2 / TABLE 9.403.2 (4.303.1, 9.303.1). REFER TO GRN 16 ON G0.20.
3. BATHROOM FANS NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE
VENTILATION SYSTEM MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE (4.506.1, 9.506.1).
4. DIMENSIONS TO PARTITIONS ON FLOOR PLANS ARE TO FACE OF STUD OR FACE OF CONCRETE, UNLESS OTHERWISE NOTED. SEE A650 & A651 FOR
5. ALL ROOF RUNOFF TO DRAIN TO RAIN WATER STORAGE TANK. SEE PLUMBING AND CIVIL DRAWINGS.
EXHAUST FAN IN CEILING, ENERGY STAR
COMPLIANT. DUCTED TO TERMINATE
OUTSIDE THE BUILDING
COMBINATION SMOKE / CARBON MONOXIDE
DETECTOR
SMOKE DETECTOR
01 3
1 A400
1 2 3 4 5
A
B
C
2 A401
OPEN TO
BELOW
OPEN TO
BELOW
81 SF
CLOSET
305
102 SF
STAIR
SA3
179 SF
OFFICE
303
60 SF
ALL GENDER
RESTROOM
304
945 SF
OUTDOOR
TERRACE
306
PLANTER, TYP.
SKYLIGHT
1 A401
16'-0" 16'-0" 16'-0" 16'-0"
20'-0" 20'-0"
2 A400
SA3
304
305
X308
GRILL
OUTDOOR SINK &
CASEWORK
300
301
302
307
308
304
309
PLANTER, TYP.
ROOF ACCESS
HATCH ABOVE
1'-6"
A240
3 A250
3 318 SF
ELEVATOR
LOBBY/
CIRCULATION
300
ELEC. CHASE
146 SF
LOUNGE
301
305
306
303
MOP SINK
2'-0"
3'-1 1/4"
4'-2 1/4"
3'-1 3/8"
CONFERENCE
302
ELEVATOR
EV3
PROJECT NUMBER:
2740 MAIN STREET
SANTA MONICA, CA 90405
310.453.9611
www.belzbergarchitects.com
belzberg architects
APPLICANT
IMPACT REAL ESTATE GROUP, LLC
2029 CENTURY PARK EAST
SUITE 2980
LOS ANGELES, CA 90067
310.552.2727
[email protected]
ARCHITECT
BELZBERG ARCHITECTS LLP
2740 MAIN STREET
SANTA MONICA, CA 90405
BROCK DESMIT, R.A.
313.477.9477
[email protected]
4/28/2023 9:44:13 A
M
DARROW OFFICE
BUILDING
APRIL 27, 2023
21004
THIRD FLOOR PLAN
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
PLANNING RESUBMITTAL
A203
SCALE: 1/4" = 1'-0"
03 THIRD FLOOR
2 NORTH
# DESCRIPTION DATE
SD /
CMD
SD
1 A400
1 2 3 4 5
A
B
C
2 A401
DECK BELOW
AWNING OVER DECK BELOW
42" GLASS GUARDRAIL
SOLAR PANELS, TYP.
ROOF GUARD FOR MECH.
EQUIP. PER CBC 1015.6
1 A401
2 A400
ROOF DRAIN W/
OVERFLOW DRAIN
1/4"/1' MIN SLOPE
1/4"/1' MIN SLOPE
EXTG. 1/4"/1'
MIN SLOPE
EXTG. 1/4"/1'
MIN SLOPE
ROOF ACCESS
HATCH WITH RAIL
SYSTEM PER CMC
304.3 AND CBC 1015.7
OPEN TO
BELOW
ROOF COVERING TO
BE CLASS A
ROOM NAME & NUMBER
DOOR NUMBER
PLAN SYMBOLS
WALL FRAMING TYPE
WINDOW WALL NUMBER / SKYLIGHT TYPE
MATERIAL TAG
1i
6 101
Bedroom
101
GYP-1
PLAN NOTES
1. EACH APPLIANCE PROVIDED AND INSTALLED MEETS ENERGY STAR IN AN ENERGY STAR DESIGNATION IS APPLICABLE FOR THAT APPLIANCE (4.210.1, 9.210.1)
2. THE FLOW RATES FOR ALL PLUMBING FIXTURES SHALL COMPLY WITH THE MAXIMUM FLOW RATES IN TABLE 4.403.2 / TABLE 9.403.2 (4.303.1, 9.303.1). REFER TO GRN 16 ON G0.20.
3. BATHROOM FANS NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE
VENTILATION SYSTEM MUST BE CONTROLLED BY A HUMIDISTAT WHICH SHALL BE READILY ACCESSIBLE (4.506.1, 9.506.1).
4. DIMENSIONS TO PARTITIONS ON FLOOR PLANS ARE TO FACE OF STUD OR FACE OF CONCRETE, UNLESS OTHERWISE NOTED. SEE A650 & A651 FOR
5. ALL ROOF RUNOFF TO DRAIN TO RAIN WATER STORAGE TANK. SEE PLUMBING AND CIVIL DRAWINGS.
EXHAUST FAN IN CEILING, ENERGY STAR
COMPLIANT. DUCTED TO TERMINATE
OUTSIDE THE BUILDING
COMBINATION SMOKE / CARBON MONOXIDE
DETECTOR
SMOKE DETECTOR
PROJECT NUMBER:
2740 MAIN STREET
SANTA MONICA, CA 90405
310.453.9611
www.belzbergarchitects.com
belzberg architects
APPLICANT
IMPACT REAL ESTATE GROUP, LLC
2029 CENTURY PARK EAST
SUITE 2980
LOS ANGELES, CA 90067
310.552.2727
[email protected]
ARCHITECT
BELZBERG ARCHITECTS LLP
2740 MAIN STREET
SANTA MONICA, CA 90405
BROCK DESMIT, R.A.
313.477.9477
[email protected]
4/28/2023 9:44:16 A
M
DARROW OFFICE
BUILDING
APRIL 27, 2023
21004
ROOF PLAN
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
PLANNING RESUBMITTAL
A204
# DESCRIPTION DATE
ELEVATION & SECTION SYMBOLS
CON-1
MATERIAL TAG
SEE SCHEDULE ON A6.00
ELEVATION & SECTION NOTES
1. SEE MATERIAL SCHEDULES ON A600.
1i
WINDOW WALL TAG
SEE SCHEDULE ON A6.10
EXTERIOR GRADE -1'-6"
01 GROUND FLOOR
0'-0"
02 SECOND FLOOR
9'-8"
SECOND FLOOR CLG
(EXISTING)
17'-7"
GROUND FLOOR CLG.
8'-2"
CBA
PAINT TO BE REMOVED USING
CHEMICAL TREATMENTS
FROM EXTG. BRICK WALLS.
BRICK TO BE NATURAL,
ORIGINAL INTENDED FINISH.
(E) PAINTED METAL LOUVERS
TO BE RESTORED OR
REPLACED WITH SIM.
WINDOW FRAMES TO BE
RESTORED. EXTG GLAZING TO
BE REPLACED, TBC.
(E) STUCCO TO BE PATCHED
AND REPAINTED TO MATCH
EXISTING
MTL-7
STC-01
ADDITION ROOF
36'-0"
03 THIRD FLOOR
(PROPOSED)
23'-9"
MAX ALLOWABLE HEIGHT
45'-0"
SECOND FLOOR CLG.
(PROPOSED)
21'-2"
2 A400
X114 XSA1
101 100
102
300
04 T.O. STRUCTURE
37'-6"
EXISTING BUILDING HEIGHT (T.O. PARAPET)
23'-9"
PROPOSED ADDITION
13'-9"
WD-2
BRK-01
BRK-01
37'-6"
EXTERIOR GRADE -1'-6"
01 GROUND FLOOR
0'-0"
02 SECOND FLOOR
9'-8"
SECOND FLOOR CLG
(EXISTING)
17'-7"
GROUND FLOOR CLG.
8'-2"
12345
WINDOW FRAMES TO BE RESTORED. EXTG
GLAZING TO BE REPACED, TYP.
EXTG. PAINTED METAL LOUVERS
TO BE REPLACED OR RESTORED
TO MATCH EXISITING
EXT. STUCCO TO BE PATCHED
AND REPAINTED TO MATCH
EXISTING.
METAL FINS TO BE EXTENDED TO GROUND
FLOOR PER ORIGINAL INTENDED HISTORIC
DESIGN. FINISH TO MATCH EXISTING FINS
ABOVE
(E) STAINLESS STEEL STANDING SEAM TO
BE RESTORED TO ORIGINAL CONDITION
BRK-01 BRK
-01
MTL-7
ADDITION ROOF
36'-0"
03 THIRD FLOOR
(PROPOSED)
23'-9"
MAX ALLOWABLE HEIGHT
45'-0"
STC-01
STC-01
SOLAR PANELS
EXISTING BUILDING HEIGHT (T.O. PARAPET)
23'-9"
MECHANICAL EQUIP. SCREENING
SECOND FLOOR CLG.
(PROPOSED)
21'-2"
X100B
104 WW-4 101
301
102
04 T.O. STRUCTURE
37'-6"
PROPOSED ADDITION
13'-9"
CON-2
CON-2
(E) PAINTED CONCRETE WALL. PAINT TO
BE REMOVED BY RESTORATION
CONTRACTOR USING GENTLE CHEMICAL
TREATMENT. FINISH TO BE EXPOSED,
NATURAL CONCRETE
(E) STUCCO TO BE PATCHED AND
REPAINTED TO MATCH EXISTING
(N) PROPOSED CONCRETE WALL , FINISH
TO MATCH EXISTING CONCRETE WALL
BELOW
305 303
37'-6"
12'-3"
PROJECT NUMBER:
2740 MAIN STREET
SANTA MONICA, CA 90405
310.453.9611
www.belzbergarchitects.com
belzberg architects
APPLICANT
IMPACT REAL ESTATE GROUP, LLC
2029 CENTURY PARK EAST
SUITE 2980
LOS ANGELES, CA 90067
310.552.2727
[email protected]
ARCHITECT
BELZBERG ARCHITECTS LLP
2740 MAIN STREET
SANTA MONICA, CA 90405
BROCK DESMIT, R.A.
313.477.9477
[email protected]
4/28/2023 9:44:22 AM
DARROW OFFICE
BUILDING
APRIL 27, 2023
21004
EXTERIOR
ELEVATIONS
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
PLANNING RESUBMITTAL
A300
SCALE: 3/16" = 1'-0"
EAST ELEVATION
1 SCALE: 3/16" = 1'-0"
SOUTH ELEVATION
2 # DESCRIPTION DATE
EXTERIOR GRADE -1'-6"
01 GROUND FLOOR
0'-0"
02 SECOND FLOOR
9'-8"
SECOND FLOOR CLG
(EXISTING)
17'-7"
GROUND FLOOR CLG.
8'-2"
ABC
BRK-01
ADDITION ROOF
36'-0"
03 THIRD FLOOR
(PROPOSED)
23'-9"
MAX ALLOWABLE HEIGHT
45'-0"
SECOND FLOOR CLG.
(PROPOSED)
21'-2"
2 A400
108
105
307
04 T.O. STRUCTURE
37'-6"
PAINT TO BE REMOVED (USING
CHEMICAL TREATMENT) FROM
EXT. BRICK WALLS. BRICK TO
BE NATURAL, ORIGINAL FINISH,
TYP.
EXTG.PAINTED METAL
LOUVERS TO BE RESTORED
OR REPLACED WITH SIM.
WINDOW FRAMES TO BE
RESTORED. EXTG GLAZING TO
BE REPACED, TBC.
(E) STUCCO TO BE PATCHED
AND REPAINTED TO MATCH
EXISTING.
(E) STAINLESS STEEL
STANDING SEAM TO REMAIN,
RESTORED TO ORIGINAL
FINISH
209
MTL-1
MTL-1
EXISTING BUILDING HEIGHT (T.O. PARAPET)
23'-9"
PROPOSED ADDITION
13'-9"
STC-01
HIGHEST POINT
OF GRADE
37'-6"
306 305
EXTERIOR GRADE -1'-6"
01 GROUND FLOOR
0'-0"
02 SECOND FLOOR
9'-8"
SECOND FLOOR CLG
(EXISTING)
17'-7"
GROUND FLOOR CLG.
8'-2"
54321
ADDITION ROOF
36'-0"
MAX ALLOWABLE HEIGHT
45'-0"
04 T.O. STRUCTURE
37'-6"
EXISTING CONCRETE WALL.
SOLAR PANELS
EXISTING BUILDING HEIGHT (T.O. PARAPET)
23'-9"
MECHANICAL EQUIP. SCREENING
NEW CONCRETE WALL
PROPOSED ADDITION
13'-9"
37'-6"
PROJECT NUMBER:
2740 MAIN STREET
SANTA MONICA, CA 90405
310.453.9611
www.belzbergarchitects.com
belzberg architects
APPLICANT
IMPACT REAL ESTATE GROUP, LLC
2029 CENTURY PARK EAST
SUITE 2980
LOS ANGELES, CA 90067
310.552.2727
[email protected]
ARCHITECT
BELZBERG ARCHITECTS LLP
2740 MAIN STREET
SANTA MONICA, CA 90405
BROCK DESMIT, R.A.
313.477.9477
[email protected]
4/28/2023 9:44:29 AM
DARROW OFFICE
BUILDING
APRIL 27, 2023
21004
EXTERIOR
ELEVATIONS
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
PLANNING RESUBMITTAL
A301
SCALE: 3/16" = 1'-0"
WEST ELEVATION
1 SCALE: 3/16" = 1'-0"
NORTH ELEVATION
2 # DESCRIPTION DATE
PROJECT NUMBER:
2740 MAIN STREET
SANTA MONICA, CA 90405
310.453.9611
www.belzbergarchitects.com
belzberg architects
APPLICANT
IMPACT REAL ESTATE GROUP, LLC
2029 CENTURY PARK EAST
SUITE 2980
LOS ANGELES, CA 90067
310.552.2727
[email protected]
ARCHITECT
BELZBERG ARCHITECTS LLP
2740 MAIN STREET
SANTA MONICA, CA 90405
BROCK DESMIT, R.A.
313.477.9477
[email protected]
4/28/2023 9:44:29 A
M
DARROW OFFICE
BUILDING
APRIL 27, 2023
21004
RENDERINGS
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
PLANNING RESUBMITTAL
A302
SCALE: 3/4" = 1'-0"
EXTERIOR RENDERING - SW ELEV
2 SCALE: 3/4" = 1'-0"
EXTERIOR RENDERING - WEST ELEV. 3 SCALE: 3/4" = 1'-0"EXTERIOR RENDERING - SOUTH ELEV. 1 NTS NTS
NTS
# DESCRIPTION DATE
ELEVATION & SECTION SYMBOLS
CON-1
MATERIAL TAG
SEE SCHEDULE ON A6.00
ELEVATION & SECTION NOTES
1. SEE MATERIAL SCHEDULES ON A600.
1i
WINDOW WALL TAG
SEE SCHEDULE ON A6.10
EXTERIOR GRADE
-1'-6"
01 GROUND FLOOR
0'-0"
02 SECOND FLOOR
9'-8"
SECOND FLOOR CLG
(EXISTING)
17'-7"
GROUND FLOOR CLG.
8'-2"
1 2 3 4 5
ADDITION ROOF
36'-0"
03 THIRD FLOOR
(PROPOSED)
23'-9"
MAX ALLOWABLE HEIGHT
45'-0"
CLG. HT. @ SHARED SPACES, TYP.
11'-6"
OFFICE
203
EMPLOYEE
LOUNGE/
KITCHEN
211
EMPLOYEE
LOUNGE /
INFORMAL
CONFERENCE
110
OPEN OFFICE
101
LOBBY
100
OFFICE
106
SECOND FLOOR CLG.
(PROPOSED)
21'-2"
OPEN OFFICE/
RECEPTION
200
OUTDOOR
TERRACE
212
OUTDOOR
TERRACE
306 305
204
SA3
9'-0" 12'-3" 2'-7" 3'-7" 7'-11" 1'-6" 8'-2" 1'-6"
00 BASEMENT FLOOR
-9'-2"
7'-8"
04 T.O. STRUCTURE
37'-6"
MECHANICAL EQUIPMENT
ENCLOSURE
PHOTOVOLTAIC PANEL
ARRAY
9'-6"
ELEVATOR
LOBBY/
CIRCULATION
300
LOUNGE
301
CONFERENCE
302
1'-9 1/4"
9'-7 1/4"
EXTERIOR GRADE
-1'-6"
01 GROUND FLOOR
0'-0"
02 SECOND FLOOR
9'-8"
SECOND FLOOR CLG
(EXISTING)
17'-7"
GROUND FLOOR CLG.
8'-2"
5 4 3 2 1
ADDITION ROOF
36'-0"
03 THIRD FLOOR
(PROPOSED)
23'-9"
MAX ALLOWABLE HEIGHT
45'-0"
SECOND FLOOR CLG.
(PROPOSED)
21'-2"
OFFICE
204
EXTERIOR
COURTYARD
112
OFFICE
207
OFFICE
303
STAIR
SA1
STAIR
SA3
OUTDOOR
TERRACE
306
STAIR
SA2
HATCHED AREA
REPRESENTS EXTERIOR
SPACES
SA2
SA3
204
WOMENS
RESTROOM
209
1'-0" 8'-2" 1'-6" 7'-11" 3'-7" 2'-7" 12'-3" 9'-0"
00 BASEMENT FLOOR
-9'-2"
8'-2"
04 T.O. STRUCTURE
37'-6"
9'-6"
10'-3"
PROJECT NUMBER:
2740 MAIN STREET
SANTA MONICA, CA 90405
310.453.9611
www.belzbergarchitects.com
belzberg architects
APPLICANT
IMPACT REAL ESTATE GROUP, LLC
2029 CENTURY PARK EAST
SUITE 2980
LOS ANGELES, CA 90067
310.552.2727
[email protected]
ARCHITECT
BELZBERG ARCHITECTS LLP
2740 MAIN STREET
SANTA MONICA, CA 90405
BROCK DESMIT, R.A.
313.477.9477
[email protected]
4/28/2023 9:44:32 A
M
DARROW OFFICE
BUILDING
APRIL 27, 2023
21004
BUILDING SECTIONS
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
PLANNING RESUBMITTAL
A400
SCALE: 3/16" = 1'-0"
LONGITUDINAL SECTION A
1 SCALE: 3/16" = 1'-0"
LONGITUDINAL SECTION B
2 # DESCRIPTION DATE
EXTERIOR GRADE
-1'-6"
01 GROUND FLOOR
0'-0"
02 SECOND FLOOR
9'-8"
SECOND FLOOR CLG
(EXISTING)
17'-7"
1 A400
GROUND FLOOR CLG.
8'-2"
C B A
ADDITION ROOF
36'-0"
03 THIRD FLOOR
(PROPOSED)
23'-9"
MAX ALLOWABLE HEIGHT
45'-0"
225 SF
EXTERIOR
COURTYARD
112
53 SF
OUTDOOR
TERRACE
205
713 SF
OPEN OFFICE/
RECEPTION
200
162 SF
OFFICE
201
59 SF
MENS RESTROOM
108
699 SF
OPEN OFFICE
101
SECOND FLOOR CLG.
(PROPOSED)
21'-2"
HATCHED AREA
REPRESENTS EXTERIOR
SPACES
SOLAR PANELS
OUTDOOR
TERRACE
306
OUTDOOR
TERRACE
205
7'-6" 1'-6" 12'-3" 2'-7" 3'-7" 7'-11" 1'-6" 8'-2" 1'-6" 2 A400
202 203
00 BASEMENT FLOOR
-9'-2"
7'-8"
04 T.O. STRUCTURE
37'-6"
EXTERIOR GRADE
-1'-6"
01 GROUND FLOOR
0'-0"
02 SECOND FLOOR
9'-8"
SECOND FLOOR CLG
(EXISTING)
17'-7"
1 A400
GROUND FLOOR CLG.
8'-2"
A B C
ADDITION ROOF
36'-0"
03 THIRD FLOOR
(PROPOSED)
23'-9"
MAX ALLOWABLE HEIGHT
45'-0"
SECOND FLOOR CLG.
(PROPOSED)
21'-2"
PROPOSED MECH. SCREEN
SOLAR PANELS
7'-6" 1'-6" 12'-3" 2'-7" 3'-7" 7'-11" 1'-6" 8'-2" 1'-6" OFFICE
106
OFFICE
102
OFFICE
207
OFFICE
206
OPEN OFFICE/
RECEPTION
200
OFFICE
303
LOUNGE
301
OUTDOOR
TERRACE
306
OPEN OFFICE
101
2 A400
00 BASEMENT FLOOR
-9'-2"
7'-8"
04 T.O. STRUCTURE
37'-6"
6'-0"
11'-6"
9'-6"
ELEVATION & SECTION SYMBOLS
CON-1
MATERIAL TAG
SEE SCHEDULE ON A6.00
ELEVATION & SECTION NOTES
1. SEE MATERIAL SCHEDULES ON A600.
1i
WINDOW WALL TAG
SEE SCHEDULE ON A6.10
PROJECT NUMBER:
2740 MAIN STREET
SANTA MONICA, CA 90405
310.453.9611
www.belzbergarchitects.com
belzberg architects
APPLICANT
IMPACT REAL ESTATE GROUP, LLC
2029 CENTURY PARK EAST
SUITE 2980
LOS ANGELES, CA 90067
310.552.2727
[email protected]
ARCHITECT
BELZBERG ARCHITECTS LLP
2740 MAIN STREET
SANTA MONICA, CA 90405
BROCK DESMIT, R.A.
313.477.9477
[email protected]
4/28/2023 9:44:33 A
M
DARROW OFFICE
BUILDING
APRIL 27, 2023
21004
BUILDING SECTIONS
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
PLANNING RESUBMITTAL
CROSS SECTION B
SCALE: 3/16" = 1'-0"
2 CROSS SECTION A
SCALE: 3/16" = 1'-0"
1 A401
# DESCRIPTION DATE
1. GLAZING IN THE FOLLOWING LOCATIONS SHALL BE SAFETY GLAZING CONFORMING TO THE HUMAN IMPACT LOADS OF SECTION R308.3:
A) FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOOR ASSEMBLIES.
B) GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL ADJACENT TO A DOOR WHERE THE NEAREST VERTICAL EDGE IS WITHIN A 24" ARC OF THE DOOR IN A CLOSED POSITION AND WHOSE BOTTOM EDGE IS LESS THEN 60" ABOVE THE FLOOR OR WALKING SURFACE.
C) GLAZING IN AN INDIVIDUAL FIXED OR OPERTABLE PANEL THAT MEETS ALL OF THE FOLLOWING CONDITIONS:
1. EXPOSED AREAS OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET.
2. BOTTOM EDGE LESS THAN 18" ABOVE THE FLOOR
3. TOP EDGE GREATER THAN 36" ABOVE THE FLOOR
4. ONE OR MORE WALKING SURFACES WITHIN 36" HORIZONTALLY OF THE
GLAZING
D) GLAZING IN RAILINGS
E) GLAZING IN ENCLOSURES FOR OR WALLS FACING HOT TUBS, WHIRLPOOLS,
SAUNAS, SETAM ROOMS, BATHRUBS AND SHOWERS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60" MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE.
2. PER VHFHSZ ALL EXTERIOR GLAZING SHALL BE TEMPERED, INSULATING GLASS OR HAVE A FIRE RATING OF AT LEAST 20 MINUES.
3. CONTRACTOR TO VERIFY IN FIELD ALL WINDOW & WINDOW WALL OPENINGS
PRIOR TO FABRICATION
DOOR HARDWARE NOTES
1. ALL PIN-TYPE HINGES ACCESSIBLE FROM THE EXTERIOR SHALL HAVE NON REMOVABLE HINGE PINS. HINGES SHALL HAVE MIN. 1/4"Ø STEEL JAMB STUD WITH 1/4" MIN PROTECTION. STRIKE PLATE SHALL BE SECURED TO JAMBS WITH MIN 2.5" LENGTH SCREWS.
2. DEAD BOLTS SHALL HAVE HARDENED INSERTS, DEADLOCKING LATCH WITH KEY OPERATED LOCKS ON EXTERIOR. STRAIGHT DEAD BOLTS SHALL HAVE A MIN. THROW OF 1", EMBEDMENT OF NOT LESS THAN 5/8".
HOOKSHAPED OR EXPANDING LUG DEADBLOTS SHALL HAVE A MIN THROW OF 3/4". DOOR KNOBS AND DEADBOLT THUMB TURNS SHALL NOT BE SEPARATED BY MORE THAN 8 INCHES.
3. SLIDING DOORS SHALL BE PROVIDED WITH A DEVICE IN THE UPPER
CHANNEL TO PROHIBIT RAISING AND REMOVING OF THE PANEL IN THE CLOSED OR PARTIALLY OPEN POSITION. SLIDING GLASS DOORS SHALL BE
EQUIPPED WITH LOCKING DEVICES TO REMAIN INTACT WHEN TESTED PER SEC 6717.1.
GLAZING NOTES
VARIES
VA
RIES
SINGLE FLUSH
HOLLOW METAL CORE
STOREFRONT GLASS
SINGLE DOOR
VARIES
VA
RIES
GLASS WINDOW SLIDER
VARIES
VA
RIES
SINGLE FLUSH
SOLID WOOD DOOR
PANIC BAR
WHERE REQ'D
PANIC BAR
WHERE REQ'D
PANIC BAR
WHERE REQ'D
9'-6 1/2"
VARIES
TYPE A TYPE B TYPE C TYPE D
ELEVATOR DOOR
TYPE F
DOUBLE FLUSH
HOLLOW METAL CORE
PANIC BAR
WHERE REQ'D
TYPE G
GLASS WINDOW PIVOT DOOR
TYPE E
PIVOT
LOCATION
VARIES
PROJECT NUMBER:
2740 MAIN STREET
SANTA MONICA, CA 90405
310.453.9611
www.belzbergarchitects.com
belzberg architects
APPLICANT
IMPACT REAL ESTATE GROUP, LLC
2029 CENTURY PARK EAST
SUITE 2980
LOS ANGELES, CA 90067
310.552.2727
[email protected]
ARCHITECT
BELZBERG ARCHITECTS LLP
2740 MAIN STREET
SANTA MONICA, CA 90405
BROCK DESMIT, R.A.
313.477.9477
[email protected]
4/28/2023 9:44:34 A
M
DARROW OFFICE
BUILDING
APRIL 27, 2023
21004
DOOR SCHEDULE
9884 S SANTA MONICA BLVD
BEVERLY HILLS, CA 90212
PLANNING RESUBMITTAL
A620
DOOR SCHEDULE
DOOR # FROM ROOM TO ROOM TYPE WIDTH HEIGHT
HW
GROUP DOOR TYPE FRAME TYPE COMMENTS
102 OPEN OFFICE OFFICE C 3'-0" 8'-1"
103 OPEN OFFICE Room C 2'-11 7/8" 8'-1"
106 OFFICE OPEN OFFICE C 3'-0" 8'-1"
108 OPEN OFFICE MENS RESTROOM B 3'-0" 7'-0"
109 OPEN OFFICE ALL GENDER RESTROOM B 3'-0" 7'-0"
110 EMPLOYEE LOUNGE / INFORMAL
CONFERENCE
OPEN OFFICE C 3'-0" 8'-1"
111 OPEN OFFICE OFFICE C 3'-0" 8'-1"
114 LOBBY E 6'-0" 8'-4"
208 EXTERIOR EXTERIOR COURTYARD C 3'-0" 8'-2"
X100A EXTERIOR LOBBY C 3'-3 23/32" 7'-10"
X100B EXTERIOR EXTERIOR 2'-10 3/4" 6'-7 11/32" EXISTING HISTORIC ENTRY DOOR TO REMAIN X101A EXTERIOR COURTYARD OPEN OFFICE E 4'-9 1/2" 8'-2"
X101B EXTERIOR COURTYARD OPEN OFFICE E 4'-9 1/2" 8'-2"
X114 RUBBISH RM. EXTERIOR 4'-4" 7'-0"
X310 ELEVATOR MACHINE ROOM OPEN OFFICE B 3'-0" 7'-0"
XSA1 STAIR EXTERIOR A 3'-0" 7'-0"
201 OFFICE OPEN OFFICE/ RECEPTION C 3'-0 21/32" 9'-5"
202 OFFICE OPEN OFFICE/ RECEPTION C 3'-0 3/8" 9'-5"
203 OFFICE OPEN OFFICE/ RECEPTION C 3'-0 3/4" 9'-5"
204 OPEN OFFICE/ RECEPTION OFFICE C 2'-11 1/2" 9'-5"
206 OFFICE OPEN OFFICE/ RECEPTION C 3'-0" 9'-5"
207 CORRIDOR OFFICE C 3'-0" 9'-5"
512 CORRIDOR WOMENS RESTROOM B 3'-0" 7'-0"
513 CORRIDOR ALL GENDER RESTROOM B 3'-0" 7'-0"
SA2 CORRIDOR STAIR A 3'-0" 7'-0"
304 ELEVATOR LOBBY/ CIRCULATION ALL GENDER RESTROOM B 3'-0" 7'-0" 305 ELEVATOR LOBBY/ CIRCULATION CLOSET B 3'-0" 7'-0"
SA3 ELEVATOR LOBBY/ CIRCULATION STAIR A 3'-0" 7'-0"
X308 ELEVATOR LOBBY/ CIRCULATION OUTDOOR TERRACE C 2'-10 31/32" 11'-11" # DESCRIPTION DATE
SCALE: 1/4" = 1'-0"
DOOR TYPE LEGEND