santa monica / granville - department of city...
TRANSCRIPT
BUILDING ELEMENT TYPE IA TYPE VA
PRIMARY STRUCTURAL FRAME 3 1
BEARING WALLS
3 1EXTERIOR
3 1INTERIOR
NONBEARING WALLS & PARTITIONS
INTERIOR 0 0
FLOOR CONSTRUCTION
AND ASSOCIATED SECONDARY MEMBERS 2 1
ROOF CONSTRUCTION
AND ASSOCIATED SECONDARY MEMBERS 1 1/2 1
TABLE 601; SECTIONS 420.2FIRE-RESISTNACE RATING REQUIREMENTS FOR BLDG ELEMENTS (HOURS)
PROJECT SPECIFIC CODE ANALYSIS:
508.3.1 ACCESSORY OCCUPANCIESOccupancies subsidiary to the main occupancies of the building or portion thereof. Aggregate accessory occupancies shall not occupy more than 10% of the area ofthe story in which they are located and shall not exceed the tabular values in Table 503, without height and area increases in accordance with Sections 504 and 506for such accessory occupancies.
704.8.1 AUTOMATIC SPRINKLER SYSTEMSIn buildings equipped throughout with an automatic sprinkler system in accordance with 903.3.1.1, the maximum allowable area of unprotected openings inoccupancies shall be the same as the tabulated limitations for protected openings.
704.11 PARAPETS - EXCEPTIONWhere the wall is permitted to have at least 25 percent of the exterior wall areas containing unprotected openings based on fire separation distance as determined inaccordance with Section 704.8.
1023.6 EXTERIOR EXIT RAMPS AND STAIRWAY PROTECTION - EXCEPTION 2Separation from the interior of the building is not required where the exterior ramp or stairway is served by an exterior ramp and/or balcony that connects two remoteexterior stairways or other approved exits with a perimeter that is not less than 50% open. To be considered open, the opening shall be a minimum of 50% of theheight of the enclosing wall, with the top of the opening no less than 7 feet above the top of the Balcony.
CBC 1025.2 EMERGENCY ESCAPE AND RESCUE - MINIMUM SIZENet clear opening of 5.7 SF.
CBC 1026.2.1 EMERGENCY ESCAPE AND RESCUE - MINIMUM DIMENSIONSMinimum net clear opening height of 24 inches. Minimum net clear opening width shall be 20 inches. The net clear opening
dimensions shall be the result of normal operation of the opening.
CBC 1026.3 MAXIMUM HEIGHT ABOVE FLOOREmergency escape rescue openings shall have the bottom of the clear opening not greater than 44 inches measured from the floor.
SANTA MONICA /GRANVILLE
1500 GRANVILLE AVE.LOS ANGELES, CA 90025
LEGAL DESCRIPTION:
LOT AREA:
EXISTING ZONING:
EXISTING USE:
PROPOSED USE:
COMMUNITY PLAN:
COUNCIL DISTRICT:
FLOOD HAZARD ZONE:
HILLSIDE GRADING AREA:
HILLSIDE ORDINANCE AREA:
METHANE HAZARD SITE:
REPORTING DISTRICT:
VHFHSZ:
FD. / FS:
DIVISION:
SPECIFIC PLAN:
FRONT YARD (NORTH)SIDE YARD (EAST)REAR YARD(SOUTH)SIDE YARD (WEST)
CEQA NUMBER
ALLOWABLE F.A.R.
ALLOWABLE BUILDABLE AREA:
ZONING SQ. FT.
ALLOWABLE HEIGHT LIMIT:
PROVIDED HEIGHT:
USE:
OCCUPANCY:
CONSTRUCTION TYPE:
FULLY SPRINKLERED:
BUILDING SQUARE FOOTAGE:
ALLOWABLE BUILDING HEIGHT:[TABLE 503, 504.2, 506.3]
PROVIDED HEIGHT:
BUILDING:
ZONING:
FIRE:
LOT: 1, 2, 3 & 4TRACT: PACIFIC FARMS TRACTMAP BOOK: 1, PAGES 43-44A.P.N.: 4262-006-001 / 4262-006-004 / 4262-006-005 / 4262-006-006 / 4262-006-008
4262-006-030STATE OF CA, LOS ANGELES COUNTY, CITY OF LOS ANGELES58,381 SF
C2-1VL
BUERGE CHRYSLER AUTO DEALERSHIP (VACANT) - GENERAL COMMERCIAL
MIXED-USE RESIDENTIAL / RETAIL / PARKING GARAGE
WEST LOS ANGELES
11
NO
NO
NO
NO
852
NO
9 / 59
3
WEST LOS ANGELESTRANSPORTATION IMPROVEMENT AND MITIGATION
----
-
3:1 PER DENSITY BONUS (ON MENU INCENTIVE)
58,381 SF X 3 = 175,143 FT.
1ST FLOOR2ND FLOOR3RD FLOOR4TH FLOOR5TH FLOOR173,125 SQ. FT.
56'-0"
56'-0"
4 STORY 154 UNIT MULTIFAMILY DWELLING OVER 1 STORYRETAIL OVER 2 STORY SUBTERRANEAN CLOSED PARKING GARAGE
R2, B, M AND S2
MULTI-FAMILY (R2) TYPE VALEASING OFFICE (B) TYPE IAREC. ROOMS (B) TYPE VACLUB HOUSE (A3) TYPE VARETAIL (M) TYPE IAGARAGE (S2) TYPE IA
NFPA 13 THROUGHOUT
TYPE VA 154,682 SFTYPE IA (RETAIL) 17,014 SFTYPE IA (RESIDENTIAL) 9,488 SFTYPE IA (PARKING) 131,006 SFTOTAL: 312,190 SF
4 STORIES TYPE VA OVER 1 STORY TYPE IA)56'-0" = 45'-0" W/ 11'-0" ON MENU INCENTIVE
5 STORIES FROM GRADE PLANE (200.03')56'-0" (256.03")
LOS ANGELES BUILDING CODE (LABS 2014)LOS ANGELES GREEN BUILDING CODE (LAGBC 2014)LOS ANGELES MECHANICAL CODE (LAMC 2014)LOS ANGELES PLUMBING CODE (LAPC 2014)LOS ANGELES ELECTRICAL CODE (LAEC 2014)
CHAPTER I OF THE LOS ANGELES MUNICIPAL CODEWEST LOS ANGELES TRANSPORTATION IMPROVEMENTAND MITIGATION SPECIFIC PLAN
LOS ANGELES FIRE CODE (LAFC 2014)AUTOMATIC SPRINKLER SYSTEM PER NFPA 13MANUAL FIRE ALARM & SMOKE ALARM PER NFPA 72CARBON MONOXIDE PER NFPA 720 / UL 2034
PROJECT ADDRESS:
BASIC ZONING:
FIRE:
ZONING:
SETBACKS:
DENSITY:
HEIGHT:
BUILDING:
AREA:
HEIGHT:
REFERENCE CODES:
THE ARCHITECT OR ENGINEER OF RECORD SHALL BE RESPONSIBLE FOR REVIEWING AND COORDINATING ALL SUBMITTAL DOCUMENTS PREPARED BYOTHERS, FOR THE COMPATIBILITY WITH THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL ITS DESIGN ANDSUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND APPROVED BY THE BUILDING OFFICIAL.
DEFERRED SUBMITTALS:
1. FIRE SPRINKLER SYSTEM2. POOL3. TRANSFORMERS
PROJECT SITE
FLOOR + (OCC):
P2 - PARKING (S2) :P1 - PARKING (S2) :GROUND FLOOR (M) :GROUND FLOOR (R2) INCL. MEZZ.:GROUND FLOOR PARKING (S2) :GROUND FLOOR (B) :SECOND FLOOR (R2) :SECOND FLOOR (B)SECOND FLOOR (A3)THIRD FLOOR (R2) :FOURTH FLOOR (R2) :FIFTH FLOOR (R2):
TOTAL PARKING (S2) :TOTAL RETAIL (M) :TOTAL AMENETIES (B)TOTAL AMENETIES (A3)TOTAL RESIDENTIAL (R2) :GRAND TOTAL :COMBINED TOTAL:
CONSTRUCTIONTYPE :
TYPE IATYPE IATYPE IATYPE IATYPE IATYPE IATYPE 5ATYPE 5ATYPE 5ATYPE 5ATYPE 5ATYPE 5A
GROSS AREA:(BLDG. - A)
53,781 SF 53,781 SF 17,014 SF 10,760 SF 23,440 SF 1,013 SF 12,731 SF
--
13,263 SF 13,242 SF 13,236 SF
70,795 SF 17,014 SF 1,013 SF
63,232 SF151,345 SF (TYPE VA RESI.)253,939 SF
MAX ALLOWABLE:
UNLIMITEDUNLIMITEDUNLIMITEDUNLIMITEDUNLIMITEDUNLIMITED 44,097 SF 18,000 SF 11,500 SF 44,097 SF 44,097 SF 44,097 SF
176,232 SF (MAX ALLOWABLE RESI.)
FRONTAGE INCREASE(SECTION 506.2)FIRE SPRINKLER INCREASE(SECTION 506.3)
GROSS AREA:(BLDG. - B)
-------
11,591 SF 1,809 SF 1,203 SF 14,594 SF 14,576 SF 13,761 SF
1,809 SF 1,203 SF 54,522 SF
GROSS AREA:(BLDG. - C)
-------
11,230 SF--
11,180 SF 11,025 SF 10,926 SF
44,351 SF
PLEASE REFER TO A0.5.5 FOR
© Copyright Lorcan O'Herlihy Architects. If DWG is not 30" x 42", it is reduced
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4700 Wilshire Blvd.Los Angeles, CA 90010P.323.860.4900
LORCANO'HERLIHYARCHITECTS4106 West Jefferson Blvd.Los Angeles, Ca 90016
t : 310.657.4363f : 310.657.4980
CIM
PROJECT NAME & ADDRESS
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A0.0.1
PROJECT DATA SHEET
SMB / GranvilleMixed UseProject
1500 Granville AveLos Angeles, CA 90025
SCALE 1NTSSHEET INDEX
SCALE 9NTSVICINITY MAP
SCALE 9NTSFIRE RESISTIVE SCHEDULESCALE 9NTSAREA CALCULATIONS
SCALE 16NTSPROJECT INFORMATION
SCALE 15NTSAREA CALCULATIONS PER FLOOR
Project Directory
Discipline Contact InfoCLIENT S. Santa Monica/E. Granville (LA) LLC
4700 Wilshire BlvdLos Angeles, CA 90010PHONE: (323) 860-4900EMAIL: [email protected].
ARCHITECT Lorcan O'Herlihy Architects4106 west Jefferson Blvd.Los Angeles, CA 90035PHONE: (310) 657-4363FAX: (310) 567-4980EMAIL: [email protected].
LANDSURVEYOR
TBD
.CIVIL Westcon Engineering Inc.
6355 Topanga Canyon Blvd #411Woodland Hills, CA 91367PHONE: (818) 226-0444
STRUCTURAL John Labib + Associates319 Main StreetPHONE: (213) 239-9600FAX: (213) 239-9699EMAIL: [email protected].
MEP TBD.
LANDSCAPE LA Group Design Works INC.24013 Ventura Blvd, Suite 201Calabasas, CA 32302PHONE: (818) 251-9718EMAIL: [email protected]
SEE NEXT PAGE FOR CONT. SHEET INDEX
DRAWINGNO. DRAWING NAME Set Group 10
0% S
D
100%DD
Issued forPlan
Check
A5.2.30 Unnamed
00 - GENERALA0.0.0 COVER SHEET 00 - GENERAL • • •A0.0.1 PROJECT DATA SHEET 00 - GENERAL • • •A0.0.2 SYMBOLS, ABBREVIATIONS, LEGENDS 00 - GENERAL • •A0.2.0 ADA GENERAL NOTES 00 - GENERAL • •A0.2.1 ADA GENERAL NOTES 00 - GENERAL • •A0.2.2 ADA GENERAL DIAGRAMS 00 - GENERAL • •A0.2.3 ADA GENERAL DIAGRAMS 00 - GENERAL • •A0.3.0 GREEN BUILDING DOCUMENTS AND FORMS 00 - GENERALA0.3.1 GREEN BUILDING NOTES 00 - GENERALA0.5.1 OCCUPANCY TABULATIONS - LEVELS P2 AND P1 00 - GENERAL • • •A0.5.2 OCCUPANCY TABULATIONS - GROUND 00 - GENERAL • • •A0.5.3 OCCUPANCY TABULATIONS - LEVELS 2 AND 3 00 - GENERAL • • •A0.5.4 OCCUPANCY TABULATIONS - LEVEL 4 AND 5 00 - GENERAL • • •A0.5.5 FLOOR AREA CALCULATIONS 00 - GENERALA0.6.0 WALL ASSEMBLIES 00 - GENERAL • •A0.6.1 FLOOR AND ROOF ASSEMBLIES 00 - GENERAL • •A0.7.1 DOOR TYPES AND SCHEDULES 00 - GENERAL • •A0.7.2 DOOR TYPES AND SCHEDULES 00 - GENERAL •A0.7.3 WINDOW TYPES AND SCHEDULES 00 - GENERAL • •A0.7.4 ENLARGED STOREFRONTS 00 - GENERAL •A0.7.5 ENLARGED STOREFRONTS 00 - GENERAL •A0.8.1 FINISH SCHEDULE 00 - GENERAL •
ARCHITECTURALA1.1.0 SITE SURVEY ARCHITECTURAL • •A1.1.1 SITE PLAN ARCHITECTURAL • • •A1.1.3 SLAB PLAN - STREET LEVEL ARCHITECTURALA1.1.4 SLAB PLAN - PODIUM LEVEL ARCHITECTURALA2.0.1 FLOOR PLAN - LEVEL P2 ARCHITECTURAL • • •A2.0.2 FLOOR PLAN - LEVEL P1 ARCHITECTURAL • • •A2.1.1 FLOOR PLAN - GROUND LEVEL ARCHITECTURAL • • •A2.1.2 FLOOR PLAN - MEZZANINE ARCHITECTURAL • • •A2.1.3 FLOOR PLAN - LEVEL 2 ARCHITECTURAL • • •A2.1.4 FLOOR PLAN - LEVEL 3 ARCHITECTURAL • • •A2.1.5 FLOOR PLAN - LEVEL 4 ARCHITECTURAL • • •A2.1.6 FLOOR PLAN - LEVEL 5 ARCHITECTURAL • • •A2.1.7 ROOF PLAN ARCHITECTURAL • • •A2.2.1 RCP - PARKING LEVEL 2 ARCHITECTURAL • •A2.2.2 RCP - PARKING LEVEL 1 ARCHITECTURAL • •A2.3.1 RCP - LEVEL 1 ARCHITECTURAL • •A2.3.2 RCP - LEVEL 2 ARCHITECTURAL • •A2.3.3 RCP - LEVEL 3 ARCHITECTURAL • •A2.3.4 RCP - LEVEL 4 ARCHITECTURAL • •A2.3.5 RCP - LEVEL 5 ARCHITECTURAL • •A3.1.1 BUILDING ELEVATIONS ARCHITECTURAL • • •A3.1.2 BUILDING ELEVATIONS ARCHITECTURAL • • •A3.1.3 BUILDING ELEVATIONS ARCHITECTURAL • • •A3.1.4 BUILDING ELEVATIONS ARCHITECTURAL • •A4.0.1 BUILDING AXON ARCHITECTURAL •A4.0.2 BUILDING AXON ARCHITECTURAL •A4.0.3 BUILDING AXON ARCHITECTURAL •A4.1.1 BUILDING SECTIONS ARCHITECTURAL • • •A4.1.2 BUILDING SECTIONS ARCHITECTURAL • • •A5.1.1 ENLARGED PLANS - CLUB HOUSE ARCHITECTURAL • •A5.1.2 ENLARGED PLANS - SCREENING ROOM ARCHITECTURAL • •A5.1.3 ENLARGED PLANS - FITNESS ROOM ARCHITECTURAL • •A5.1.4 ENLARGED PLANS - LEASING OFFICE ARCHITECTURAL • •A5.2.1 ENLARGED PLANS - A1 STUDIO ARCHITECTURAL • • •A5.2.2 ENLARGED PLANS - A2 STUDIO ARCHITECTURAL • • •A5.2.3 ENLARGED PLANS - A3 STUDIO ARCHITECTURAL • • •A5.2.4 ENLARGED PLANS - A4 STUDIO ARCHITECTURAL • • •A5.2.5 ENLARGED PLANS - A5 STUDIO ARCHITECTURAL • • •A5.2.6 ENLARGED PLANS - A6 STUDIO ARCHITECTURAL • • •A5.2.7 ENLARGED PLANS - B1a ONE BEDROOM ARCHITECTURAL • • •A5.2.8 ENLARGED PLANS - B1b ONE BEDROOM ARCHITECTURAL • • •A5.2.9 ENLARGED PLANS - B2 ONE BEDROOM ARCHITECTURAL • • •A5.2.10 ENLARGED PLANS - B3 ONE BEDROOM ARCHITECTURAL • • •A5.2.11 ENLARGED PLANS - B4a ONE BEDROOM ARCHITECTURAL • • •A5.2.12 ENLARGED PLANS - B4b ONE BEDROOM ARCHITECTURAL • • •A5.2.13 ENLARGED PLANS - B5 ONE BEDROOM ARCHITECTURAL • • •A5.2.14 ENLARGED PLANS - C1a TWO BEDROOM ARCHITECTURAL • • •A5.2.15 ENLARGED PLANS - C1b TWO BEDROOM ARCHITECTURAL • • •A5.2.16 ENLARGED PLANS - C2a TWO BEDROOM ARCHITECTURAL • • •A5.2.17 ENLARGED PLANS - C2b TWO BEDROOM ARCHITECTURAL • • •A5.2.18 ENLARGED PLANS - C2c TWO BEDROOM ARCHITECTURAL • • •A5.2.19 ENLARGED PLANS - C3 TWO BEDROOM ARCHITECTURAL • • •A5.2.20 ENLARGED PLANS - C4 TWO BEDROOM ARCHITECTURAL • • •A5.2.21 ENLARGED PLANS - C5 TWO BEDROOM ARCHITECTURAL • • •A5.2.22 ENLARGED PLANS - C6 TWO BEDROOM ARCHITECTURAL • • •A5.2.23 ENLARGED PLANS - C7 TWO BEDROOM ARCHITECTURAL • • •A5.2.24 ENLARGED PLANS - C8 TWO BEDROOM ARCHITECTURAL • • •A5.2.25 ENLARGED PLANS - C9 TWO BEDROOM ARCHITECTURAL • • •A5.2.26 ENLARGED PLANS - C11 TWO BEDROOM ARCHITECTURAL • • •A5.2.27 ENLARGED PLANS - C10a TWO BEDROOM ARCHITECTURAL • • •A5.2.28 ENLARGED PLANS - C10b TWO BEDROOM ARCHITECTURAL • • •A5.2.29 ENLARGED PLANS - LIVE/WORK UNIT DETAILS ARCHITECTURAL • • •A5.3.1 ENLARGED BATHROOM PLANS AND ELEVATIONS ARCHITECTURAL • • •A5.3.2 ENLARGED BATHROOM PLANS AND ELEVATIONS ARCHITECTURALA5.3.3 ENLARGED KITCHEN PLANS AND ELEVATIONS ARCHITECTURAL • • •A5.3.4 ENLARGED KITCHEN PLANS AND ELEVATIONS ARCHITECTURAL •A5.3.5 ENLARGED KITCHEN PLANS AND ELEVATIONS ARCHITECTURALA5.3.6 ENLARGED KITCHEN PLANS AND ELEVATIONS ARCHITECTURALA5.4.1 ENLARGED POOL ARCHITECTURALA5.4.2 ENLARGED PLAZA ARCHITECTURAL • •A5.4.3 PLAZA SECTIONS ARCHITECTURALA5.5.1 EXIT STAIRS ARCHITECTURAL • •A5.5.3 EXIT STAIRS ARCHITECTURAL • •A5.5.4 EXIT STAIRS ARCHITECTURAL • •A5.5.5 EXIT STAIRS ARCHITECTURAL • •A5.5.6 EXIT STAIRS ARCHITECTURAL • •A5.5.8 EXIT STAIRS ARCHITECTURAL • •A5.5.9 EXIT STAIRS ARCHITECTURAL • •A5.5.10 LIVE WORK STAIRS ARCHITECTURAL • •A5.5.11 LIVE WORK STAIRS ARCHITECTURAL • •A5.6.1 ENLARGED LOBBY ELEVATIONS ARCHITECTURAL • •A5.6.2 ENLARGED LOBBY ELEVATIONS ARCHITECTURAL • •A5.7.1 ELEVATORS ARCHITECTURAL • •A5.7.2 ELEVATORS ARCHITECTURAL • •A5.7.3 ELEVATORS ARCHITECTURAL • •A5.8.1 ENLARGED METAL SCREENS ARCHITECTURAL
SCALE 15NTSPROJECT DIRECTORY
POOL
4 STORIES O/ PODIUM4 STORIES O/ PODIUM
4 STORIES O/ PODIUM
3 STORIESO/ PODIUM
2ND FLOOR WEST COURT
2ND FLOOR EAST COURT
2ND FLOOR POOL DECK
PROPERTY LINE
PROP
ERTY
LINE
NEW PROPERTY LINE
PROP
ERTY
LINE
SANTA MONICA BLVD
GRAN
VILLE
AVE
STON
ER AV
E
(E) CURB CUT
(E) CURB CUT
(N) CURB CUT
TRANSFORMER & SWITCH PADSALLEY
(N) SIDEWALK
2' - 0"
EXTENT OF PARKINGGARAGE BELOW
(N) 154 UNIT APARTMENT BUILDING(R-2) OVER GROUND FLOOR RETAIL(M) OVER PARKING GARAGE (S-2)
ZONING DISTRICT C2-1VL
SIDE Y
ARD
SIDE Y
ARD
10'-0".
2'-0"
201.97
EXISTING PROPERTY LINE
5'-0"
5'-0"
204.86
203.35
53'-2 1/2"
7'-6"
18'-0
". 3'-6"
10'-0" 11'-0"6'-0"
3' - 6"
3' - 0"3' - 0"
800 SF LOADING AREA ON GROUND FLOOR
50' - 0
"
30' - 0"
30' - 1"
© Copyright Lorcan O'Herlihy Architects. If DWG is not 30" x 42", it is reduced
SHEET NO.
SHEET NAME
ARCHITECT'S STAMP
CONSULTANTS
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NO: DESCRIPTION DATE
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4700 Wilshire Blvd.Los Angeles, CA 90010P.323.860.4900
LORCANO'HERLIHYARCHITECTS4106 West Jefferson Blvd.Los Angeles, Ca 90016
t : 310.657.4363f : 310.657.4980
CIM
PROJECT NAME & ADDRESS
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/ 2016
5:37
: 46 P
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A1.1.1
SITE PLAN
SMB / GranvilleMixed UseProject
1500 Granville AveLos Angeles, CA 90025
SCALE 1/16" = 1'-0" 1FLOOR PLAN - SITE PLAN
G.K
G.K
G.J
G.J
G.H
G.H
G.G
G.G
G.F
G.F
G.E
G.E
G.D
G.D
G.C
G.C
G.5 G.5
G.6 G.6
G.7 G.7
G.8 G.8
G.3 G.3
G.1
G.A
G.A
G.M
G.M
G.2
G.B
G.B
G.L
G.L
G.10 G.10
0.0
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0.1
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G.9 G.9
G.4 G.4
G.B1
G.B1
1A4.1.1
2A4.1.1
1A4.1.2
2A4.1.2
17'-0" 37'-1 5/8" 29'-10" 20'-10" 29'-10" 29'-10" 29'-10" 29'-10" 20'-10" 30'-3 5/8" 15'-6" 2'-0"2'-0"
5'-0"
2'-6"3'-0"
10"
DRIVE
AISL
E25
'-6 3/
8"
DRIVE AISLE25'-4"
3'-0"
ELEV
ATOR
PIT A
BOVE
RAMP
TO P1
261'-6 3/8"
185'-
1 7/8"
22'-8
7/8"
28'-3 3/
8"
153'-
4 1/8"
13'-1
1/2"
19'-0" 25'-3 5/8" 11'-10" 29'-10" 20'-10" 29'-10" 29'-10" 29'-10" 29'-10" 20'-10" 30'-3 5/8" 15'-6" 2'-0"
5% SLOPE
PARKING LEVEL P2P20
LONG TERMRESIDENTAIL BIKE
PARKINGP21
RESIDENTIALLOBBY
P22
ELEVATOR001
LONG TERMRESIDENTAIL BIKE
PARKINGP23
LONG TERMRESIDENTAIL BIKE
PARKINGP24
RESIDENTIALLOBBY
P25
STORAGEP26
ELEVATOR002
STAIR01
DRIVE AISLE35'-8"
1A5.7.1
1A5.5.1
1A5.7.2
1A5.5.3
P22A
P22B
P23A
P24A
P25AP25C
P21A
25'-4
"
CISTERN
18 STALLS 18 STALLS
26 STALLS
E
PROPERTY LINE
PROP
ERTY
LINE
PROP
ERTY
LINE
PROPERTY LINE
CLASS I STANDPIPELOCATION, TYP.
CLASS I STANDPIPELOCATION, TYP.
AREA DRAIN, TYP.
19'-0"
31'-0
"31
'-0"
3'-10
5/8"
3'-9 3
/8"
4'-2 5
/8"
2'-5 3
/8"
2'-3 3
/8"
DRIVE
AISL
E25
'-4"
EV CAPABLECHARGING STALL
EV CAPABLECHARGING STALL
EV CAPABLECHARGING STALL
EV CAPABLECHARGING STALL
EV CAPABLECHARGING STALL
EV CAPABLECHARGING STALL
DRIVE
AISL
E25
'-4"
30' -
0"30
' - 0"
29' -
0"16
' - 3"
31' -
0"30
' - 0"
30' -
0"29
' - 0"
16' -
3"31
' - 0"
100 SFREPAIRAREA
GENERAL REQUIREMENTS NOTES:1. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY
WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS,PUMPS, VALVES, METERS, APPURTENANCES, ETC) OR THE LOCATION OF THE HOOK-UP. THECONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES - WHETHER OR NOT THE LINESARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/ORADDITIONAL EXPENSES.
2. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWNSTREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDINGOR STRUCTURE CONTAINING THE FUEL GAS PIPING. SEPERATE PLUMBING PERMIT IS REQUIRED.
3. PROVIDE ULTRA LOWFLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWERHEADS AND TOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION.
4. SHOWER COMPARTMENTS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWERHEADS SHALL BEFINISHED WITH A SMOOTH, NONABSORBENT SURFACE TO A HEIGHT NOT LESS THAN 70 INCHES ABOVETHE DRAIN INLET. SECTION 1210.2.3. USE OF WATER RESISTANT GYPSUM BACKING BOARD SHALL BE ASSTATED IN SECTION 2509.3.
5. WATER HEATERS MUST BE STRAPPED TO A WALL. (SEC. 507.3, UPC)6. A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT
THE JOB SITE7. DOUBLE STRIPING OF STALLS SHALL BE PER ZONING CODE SECTION 12.21A5, CHART NO. 5.8. ATTIC VENTILATION OF 1/150 OF THE AREA OF VENTILATED SPACE (APPROXIMATLY 10SQ.IN. FOR EACH
10SQFT OF ATTIC AREA) IS REQ. (1203.2)9. AESTHETICS (GLARE). THE EXTERIOR OF THE PROPOSED STRUCTURE SHALL BE CONSTRUCTED OF
MATERIALS SUCH AS, BUT NOT LIMITED TO, HIGH-PERFORMANCE AND/OR NON-REFLECTIVE TINTEDGLASS (NO MIRROR LIKE TINTS OR FILMS) AND PRE-CAST CONCRETE OR FABRICATED WALL SURFACESTO MINIMIZE GLARE AND REFLECTIVE HEAT.
10. DETECTABLE WARNINGS SHALL BE PROVIDED WHERE REQUIRED BY SECTION 11B-274.1.211. LIVE/WORK UNITS ARE NOT PERMITTED TO HAVE EMPLOYEE'S AND ARE NOT PERMITTED TO OPEN TO
THE PUBLIC.
1. IN BUILDINGS USED FOR RESIDENTIAL OCCUPANCIES, DRAFT STOPS MUST BE INSTALLED IN WOODFRAME FLOOR CONSTRUCTION CONTAINING CONCEALED SPACE. DRAFTSTOPPING SHALL BELOCATED ABOVE AND INLINE WITH THE DWELLING UNIT AND SLEEPING UNIT SEPARATION (CBC718.3.3)
2. IN BUILDINGS USED FOR RESIDENTIAL OCCUPANCIES, DRAFT STOPS MUST BE INSTALLED IN THEATTIC FORMED BY COMBUSTIBLE CONSTRUCTION. DRAFTSTOPPING SHALL BE INSTALLED ABOVEAND INLINE WITH SLEEPING UNIT AND DWELLING UNIT SEPARATION WALLS THAT DO NOT EXTENDTO THEUNDERSIDE OF THE FLOOR SHEATHING ABOVE (CBC 718.4.3)
3. DRAFTSTOPPING MATERIALS MUST NOT BE LESS THAN 1/2" GYPSUM BOARD, 3/8" TYPE 2-MPARTICLE BOARD OR OTHER MATERIALS APPROVED BY THE BUILDING DEPARTMENT. DRAFT-STOPPING MUST BE ADEQUATELY SUPPORTED (CBC 718.3.1)
4. FIRE BLOCKING MUST BE PROVIDED IN ACCORDANCE WITH SECTION 718 AT THE FOLLOWINGLOCATIONS: IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURREDSPACES, AT THE CEILING AND FLOOR LEVELS (CBC 718.2.2); IN CONCEALED SPACES OF STUDWALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT 10-FOOT INTERVALS ALONG THE LENGTHOF THE WALL (CBC 718.2.2); AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL ANDHORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, COVE CEILINGS, AND SIMILARLOCATIONS (CBC 718.2.3); IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP ANDBOTTOM OF THE UN AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THEWALL UNDER THE STAIRS IS UNFINISHED (CBC 718.2.4); IN OPENINGS AROUND VENTS, PIPES,DUCTS, CHIMNEYS, FIREPLACES, AND SIMILAR OPENINGS WHICH AFFORD A PASSAGE FOR FIRE ATCEILING AND FLOOR LEVELS, WITH COMBUSTIBLE MATERIALS (CBC 718.2.5)
5. INTERIOR FINISH MATERIALS APPLIED TO WALLS AND CEILINGS SHALL BE TESTED AS SPECIFIED INSECTION 803.
6. THE BUILDING SHALL BE PROVIDED WITH A MANUAL ALARM SYSTEM WITH THE CAPABILITY TOSUPPORT VISIBLE ALARM NOTIFICATION APPLIANCES IN ACCORDANCE WITH NFPA 72 (CBC 907.2.9,907.5.2.3.3, 907.5.2.3.4).
7. AN AUTOMATIC SPRINKLER SYSTEM IS REQUIRED THROUGHOUT PER SECTION 903.2.8.8. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES
THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. THE MEANS OF EGRESSILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE AT THE WALKING SURFACE (CBC1006.1).
9. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTESAND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. THEINSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH SECTION 2702 (CBC1006.3).
10. EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS ATLEAST AN AVERAGE OF 1 FOOT-CANDLE (11 LUX) AND A MINIMUM AT ANY POINT OF 0.1 FOOT-CANDLE (1
LUX) MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BEPERMITTED TO DECLINE TO 0.6 FOOT-CANDLE (6 LUX) AVERAGE AND A MINIMUM AT ANY POINT OF 0.06
FOOT-CANDLE (0.6 LUX) AT THE END OF THE EMERGENCY LIGHTING TIME DURATION. A MAXIMUM-TO-MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED.
11. THE EXIT SIGNS SHALL ALSO BE CONNECTED TO AN EMERGENCY ELECTRICAL SYSTEM PROVIDED FROMSTORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR SET, AND THE SYSTEM SHALL BEINSTALLED IN ACCORDANCE WITH THE ELECTRICAL CODE.
12. A CLASS 'A' ROOF COVERING IS REQUIRED (1505.1, 7207.4).13. INTERIOR FINISH MATERIALS APPLIED TO WALLS CEILINGS AND FLOORS SHALL BE TESTED AS SPECIFIED IN
SECTION 803. 804 AND TABLE ON 803.914. THIS BUILDING AND GARAGE MUST BE EQUIPPED WITH AN AUTOMATIC FIRE EXTINGUISHING SYSTEM,
COMPLYING WITH NFPA-13; THE SPRINKLER SYSTEM SHALL BE APPROVED BY PLUMBING DIV. PRIOR TOINSTALLATION.
15. EXCEPTIONS TO, OR REDUCTION IN BUILDING CODE REQUIREMENTS BASED ON THE INSTALLATION OFAUTOMATIC FIRE EXTINGUISHING SYSTEM IS NOT ALLOWED WHEN UTILIZING NFPA-13R TYPE RESIDENTIALSPRINKLER SYSTEM ALLOWED FOR R OCCUPANCIES (903.2.8, 504.2, 506.3, T601 FOOTNOTE (D).
16. PROVIDE AUTOMATIC SPRINKLER SYSTEM AT TOP OF TRASH CHUTES AND WITHIN GROUND FLOOR TRASHROOMS
17. TOILET ROOMS SHALL HAVE A SMOOTH, HARD NON-ABSORBENT SURFACE SUCH AS PORTLAND CEMENT,CERAMIC TILE OR OTHER APPROVED MATERIAL THAT EXTENDS UPWARD ONTO WALLS AT LEAST 4"
18. WALLS AND PARTITIONS WITHIN 2 FEET OF SERVICE SINKS, URINALS, AND WATERCLOSETS SHALL HAVE ASMOOTH, HARD, NONABSORBENT SURFACE, TO A HEIGHT OF NOT LESS THAN 4 FEET ABOVE THE FLOOR,AND EXCEPT FOR THE STRUCTURAL ELEMENTS, THE MATERIALS USED IN SUCH WALLS SHALL BE OF A TYPETHAT IS NOT ADVERSELY AFFECTED BY MOISTURE (1210.2.2)
19. ONE ELEVATOR IN BUILDINGS FOUR OR MORE STORIES ABOVE OR BELOW GRADE PLANE SHALL BE OFSUCH A SIZE TO ACCOMODATE A 24-INCH BY 84-INCH AMBULANCE STRETCHER IN THE HORIZONTAL, OPENPOSITION AND SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL FOR EMERGENCY MEDICAL SERVICES.SEE 3002.4A FOR EXCEPTIONS (91.3002.4).20. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS
OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION 1205.2 OR SHALL BE PROVIDED WITHARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 10 FOOT CANDLES OVERTHE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL (1205.1 AND 1205.3).
21. A FIRE RETARDANT ROOF COVERING IS REQUIRED. CLASS A ROOF COVERING IS REQUIRED FOR ALLBUILDINGS LOCATED IN A VERY HIGH FIRE HAZARD SEVERITY ZONE.
22. PROVIDE ANTI-GRAFFITI FINISH AT THE FIRST 9 FEET, MEASURED FROM GRADE, AT EXTERIOR WALLS ANDDOORS. (6306)
23. BUILDING HAS AN EXIT ENCLOSURE CONNECTING MORE THAN 3-STORIES. PROVIDE AN APPROVEDSTAIRWAY SIGN INDICATING THE FLOOR LEVEL, TERMINUS OF THE TOP AND BOTTOM OF THE STAIR ANDTHE IDENTIFICATION NUMBER OF THE STAIR. IT SHALL BE LOCATED APPROXIMATELY 5 FT. ABOVE THEFLOOR LANDING AND BE READILY VISIBLE WHEN THE STAIR DOORS ARE IN AN OPEN OR CLOSED POSITION.(1022.9)
24. VERTICAL EXIT ENCLOSURES (1022.9).A. IN BUILDINGS WHERE A REQUIRED ACCESSIBLE FLOOR IS FOUR OR MORE STORIES ABOVE OR BELOW
THE LEVEL OF EXIT DISCHARGE, EGRESS ELEVATOR SHALL BE PROVIDED, SEE EXCEPTIONS (1007.2.1)B. PROVIDE 48" CLEAR WIDTH BETWEEN HANDRAILS (1007.3)C. PLATFORM LIFTS NOT ALLOWED AS PART OF ACCESSIBLE MEANS OF EGRESS (1007.5)D. MAX FORCE TO OPERATE DOORS IS LIMITED TO 15 LB (1007.3)E. SHOW LOCATION AND DIMENSION AREA OF REFUGE (1007.6)
i. SIZE: (2) 30" X 40" OR 1/200, WHICHEVER IS GREATER (1007.6.1)ii. SEPERATION FROM OTHER SPACE BY A SMOKE BARRIER (1007.6.2) (DETAIL CONSTRUCTION PER
SECTION 709)iii. NOTE: TWO-WAY COMMUNICATION REQUIRED (1007.6.3)iv. SIGNAGE ON DOOR OF AREA OF REFUGEv. EXTERIOR AREA OF REFUGE TO COMPLY WITH SECTION 1007.7.
23. EACH PANE OF SAFETY GLAZING INSTALLED IN HAZARDOUS LOCATIONS SHALL BE IDENTIFIED BY AMANUFACTURER'S DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION, THE MANUFACTURER ORINSTALLER AND THE SAFETY GLAZING STANDARD. THE FOLLOWING SHALL BE CONSIDERED SPECIFICHAZARDOUS LOCATIONS FOR THE PURPOSE OF SAFETY GLAZING.GLAZING IN (SECTION 2406):A. SWING DOORSB. FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIESC. UNFRAMED SWINGING DOORS.D. DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND
SHOWERSE. FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN 24 INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION
AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN THE 60 INCHES ABOVE THE WALKING SURFACE. READ CODE FOR EXCEPTIONSF. FIXED OR OPENABLE PANEL, OTHER THAN DESCRIBED IN ITEMS D AND E, WHICH MEETS THE
FOLLOWING CONDITIONS (READ CODE FOR EXCEPTION WITH SPECIAL INSTALLATION): i. EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SF
ii. EXPOSED BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR.iii. EXPOSED TOP EDGE GREATER THAN 36 INCHES HORIZONTALLY ABOVE THE FLOORiv. ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE PLANE OF
GLAZINGG. GUARDS AND RAILINGS REGARDLESS OF AREA OR HEIGHT ABOVE WALKING SURFACE.
INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN-FILL PANELS.H. ADJACENT TO STAIRWAYS WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY
IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE NOSE OF THE TREAD (READ CODE FOR EXCEPTION WITH SPECIAL INSTALLATION).
I. ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES HORIZONTALLY OF A WALKING SURFACE; WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE (READ CODE FOR EXCEPTION WITH SPECIAL INSTALLATION).
PROVIDED PARKINGTOTALS
RESIDENTIAL P2RESIDENTIAL P1TOTAL
COMMERCIAL P1COMMERCIAL L1TOTAL
GRAND TOTAL
134 (5 ADA) 81 (2 ADA)215
55 (3 ADA)43 (2 ADA)98
313
STANDARD / COMPACT STALL COUNT
RESIDENTIAL STANDARDRESIDENTIAL COMPACTTOTAL
COMMERCIAL STANDARDCOMMERCIAL COMPACTTOTAL
158 57215 (11 EV)
73 25 98 (5 EV)
REQUIRED PARKING
RESIDENTIALCOMMERCIALTOTAL
ACCESSIBLE RES.ACCESSIBLE COMM.
LONG TERM BIKESHORT TERM BIKETOTAL
214 (11 EV) 96 (5 EV)310 (16 EV)
7 (2 VAN)4 (1 VAN)
162 24186
NOTES FOR REQUIRED PARKING:1. FOR DWELLING USES, ALL PARKING STALLS IN EXCESS OF ONE STALL PER
UNIT MAY BE COMPACT.2. FOR COMMERCIAL PARKING, UP TO 40% OF TOTAL REQUIRED PARKING STALLS
CAN BE COMPACT3. A LABEL STATING "EV CAPABLE" SHALL BE POSTED IN A CONSPICUOUS PLACE
AT THE SERVICE PANEL OR SUBPANEL AND THE EV CHARGING SPACE
PROVIDED BIKE PARKING
LONG TERM BIKE PARKING 162SHORT TERM BIKE PARKING 24TOTAL 186
© Copyright Lorcan O'Herlihy Architects. If DWG is not 30" x 42", it is reduced
SHEET NO.
SHEET NAME
ARCHITECT'S STAMP
CONSULTANTS
KEY PLAN
KEY SECTION
ISSUED FOR:
NO: DESCRIPTION DATE
3
2
1
4
5
6
7
8
9
10
4700 Wilshire Blvd.Los Angeles, CA 90010P.323.860.4900
LORCANO'HERLIHYARCHITECTS4106 West Jefferson Blvd.Los Angeles, Ca 90016
t : 310.657.4363f : 310.657.4980
CIM
PROJECT NAME & ADDRESS
12/16
/ 2016
5:37
: 49 P
MC:
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1512
SM
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A2.0.1
FLOOR PLAN - LEVEL P2
SMB / GranvilleMixed UseProject
1500 Granville AveLos Angeles, CA 90025
SCALE 3/32" = 1'-0" 2PARKING LEVEL P2
SCALE 11/4" = 1'-0"PLAN NOTESSCALE 3NTSPARKING COUNT
UP
UP
UP
G.K
G.K
G.J
G.J
G.H
G.H
G.G
G.G
G.F
G.F
G.E
G.E
G.D
G.D
G.C
G.C
G.5 G.5
G.6 G.6
G.7 G.7
G.8 G.8
G.3 G.3
G.1
G.A
G.A
G.M
G.M
G.2
G.B
G.B
G.L
G.L
G.10 G.10
0.0
0.0
0.1
0.1
G.9 G.9
G.4 G.4
G.B1
G.B1
1A4.1.1
2A4.1.1
1A4.1.2
2A4.1.2
17'-0" 37'-1 5/8" 29'-10" 20'-10" 29'-10" 29'-10" 29'-10" 29'-10" 20'-10" 30'-3 5/8" 15'-6" 2'-0"2'-0"
5'-0"
31'-0
"30
'-0"
30'-0
"29
'-0"
16'-2
5/8"
5'-0"
10"
DRIVE AISLE25'-4"
5% SLOPE5% SLOPE
RAMP
DOW
N TO
P2
RAMP
UP T
O FP
1
259'-7 5/8"
1'-10 5/8"
185'-
1 7/8"
21'-2
5/8"
26'-4 7/
8"
12'-9
3/4"
31'-0
"31
'-0"
30'-0
"30
'-0"
29'-0
"16
'-2 5/
8"
2'-0" 17'-0" 25'-3 5/8" 11'-10" 29'-10" 20'-10" 29'-10" 29'-10" 29'-10" 29'-10" 20'-10" 30'-3 5/8" 15'-6" 2'-0"
PARKING LEVEL P1P10
COMMERCIALLOBBY
P11
STAIR03
ELEVATOR004
ELEVATOR005
EQUIPMENTP12
LONG TERMRESIDENTAIL BIKE
PARKINGP13
ELEVATOR001
ELEVATOR002
LONG TERMRESIDENTAIL BIKE
PARKINGP16
RESIDENTIALLOBBY
P17
LONG TERMRESIDENTAIL BIKE
PARKINGP15
STAIR01
RESIDENTIALLOBBY
P14
31'-0
"
2A5.7.1
2A5.5.1
2A5.7.2
2A5.5.3
1A5.5.5
1A5.7.3
P14B
P15A
P16A
P17A
P17C
P14A
P13A
P12A
25'-4
"
25'-4
"
18 STALLS
22 STALLS
26 STALLS
E
PROPERTY LINE
PROP
ERTY
LINE
PROP
ERTY
LINE
PROPERTY LINE
CLASS I STANDPIPELOCATION, TYP.
CLASS I STANDPIPELOCATION, TYP.
10" 3'-0"
ELEVATOR003
EV C
APAB
LECH
ARGI
NG ST
ALL
EV C
APAB
LECH
ARGI
NG ST
ALL
EV CAPABLECHARGING STALL
EV CAPABLECHARGING STALL
EV CAPABLECHARGING STALL
EV CAPABLECHARGING STALL
EV CAPABLECHARGING STALL
2' - 11"2' - 6"
2' - 6"
100 SFREPAIRAREA
100 SFREPAIRAREA
GENERAL REQUIREMENTS NOTES:1. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY
WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS,PUMPS, VALVES, METERS, APPURTENANCES, ETC) OR THE LOCATION OF THE HOOK-UP. THECONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES - WHETHER OR NOT THE LINESARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/ORADDITIONAL EXPENSES.
2. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWNSTREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDINGOR STRUCTURE CONTAINING THE FUEL GAS PIPING. SEPERATE PLUMBING PERMIT IS REQUIRED.
3. PROVIDE ULTRA LOWFLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWERHEADS AND TOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION.
4. SHOWER COMPARTMENTS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWERHEADS SHALL BEFINISHED WITH A SMOOTH, NONABSORBENT SURFACE TO A HEIGHT NOT LESS THAN 70 INCHES ABOVETHE DRAIN INLET. SECTION 1210.2.3. USE OF WATER RESISTANT GYPSUM BACKING BOARD SHALL BE ASSTATED IN SECTION 2509.3.
5. WATER HEATERS MUST BE STRAPPED TO A WALL. (SEC. 507.3, UPC)6. A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT
THE JOB SITE7. DOUBLE STRIPING OF STALLS SHALL BE PER ZONING CODE SECTION 12.21A5, CHART NO. 5.8. ATTIC VENTILATION OF 1/150 OF THE AREA OF VENTILATED SPACE (APPROXIMATLY 10SQ.IN. FOR EACH
10SQFT OF ATTIC AREA) IS REQ. (1203.2)9. AESTHETICS (GLARE). THE EXTERIOR OF THE PROPOSED STRUCTURE SHALL BE CONSTRUCTED OF
MATERIALS SUCH AS, BUT NOT LIMITED TO, HIGH-PERFORMANCE AND/OR NON-REFLECTIVE TINTEDGLASS (NO MIRROR LIKE TINTS OR FILMS) AND PRE-CAST CONCRETE OR FABRICATED WALL SURFACESTO MINIMIZE GLARE AND REFLECTIVE HEAT.
10. DETECTABLE WARNINGS SHALL BE PROVIDED WHERE REQUIRED BY SECTION 11B-274.1.211. LIVE/WORK UNITS ARE NOT PERMITTED TO HAVE EMPLOYEE'S AND ARE NOT PERMITTED TO OPEN TO
THE PUBLIC.
1. IN BUILDINGS USED FOR RESIDENTIAL OCCUPANCIES, DRAFT STOPS MUST BE INSTALLED IN WOODFRAME FLOOR CONSTRUCTION CONTAINING CONCEALED SPACE. DRAFTSTOPPING SHALL BELOCATED ABOVE AND INLINE WITH THE DWELLING UNIT AND SLEEPING UNIT SEPARATION (CBC718.3.3)
2. IN BUILDINGS USED FOR RESIDENTIAL OCCUPANCIES, DRAFT STOPS MUST BE INSTALLED IN THEATTIC FORMED BY COMBUSTIBLE CONSTRUCTION. DRAFTSTOPPING SHALL BE INSTALLED ABOVEAND INLINE WITH SLEEPING UNIT AND DWELLING UNIT SEPARATION WALLS THAT DO NOT EXTENDTO THEUNDERSIDE OF THE FLOOR SHEATHING ABOVE (CBC 718.4.3)
3. DRAFTSTOPPING MATERIALS MUST NOT BE LESS THAN 1/2" GYPSUM BOARD, 3/8" TYPE 2-MPARTICLE BOARD OR OTHER MATERIALS APPROVED BY THE BUILDING DEPARTMENT. DRAFT-STOPPING MUST BE ADEQUATELY SUPPORTED (CBC 718.3.1)
4. FIRE BLOCKING MUST BE PROVIDED IN ACCORDANCE WITH SECTION 718 AT THE FOLLOWINGLOCATIONS: IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURREDSPACES, AT THE CEILING AND FLOOR LEVELS (CBC 718.2.2); IN CONCEALED SPACES OF STUDWALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT 10-FOOT INTERVALS ALONG THE LENGTHOF THE WALL (CBC 718.2.2); AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL ANDHORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, COVE CEILINGS, AND SIMILARLOCATIONS (CBC 718.2.3); IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP ANDBOTTOM OF THE UN AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THEWALL UNDER THE STAIRS IS UNFINISHED (CBC 718.2.4); IN OPENINGS AROUND VENTS, PIPES,DUCTS, CHIMNEYS, FIREPLACES, AND SIMILAR OPENINGS WHICH AFFORD A PASSAGE FOR FIRE ATCEILING AND FLOOR LEVELS, WITH COMBUSTIBLE MATERIALS (CBC 718.2.5)
5. INTERIOR FINISH MATERIALS APPLIED TO WALLS AND CEILINGS SHALL BE TESTED AS SPECIFIED INSECTION 803.
6. THE BUILDING SHALL BE PROVIDED WITH A MANUAL ALARM SYSTEM WITH THE CAPABILITY TOSUPPORT VISIBLE ALARM NOTIFICATION APPLIANCES IN ACCORDANCE WITH NFPA 72 (CBC 907.2.9,907.5.2.3.3, 907.5.2.3.4).
7. AN AUTOMATIC SPRINKLER SYSTEM IS REQUIRED THROUGHOUT PER SECTION 903.2.8.8. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES
THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. THE MEANS OF EGRESSILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE AT THE WALKING SURFACE (CBC1006.1).
9. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTESAND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. THEINSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH SECTION 2702 (CBC1006.3).
10. EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS ATLEAST AN AVERAGE OF 1 FOOT-CANDLE (11 LUX) AND A MINIMUM AT ANY POINT OF 0.1 FOOT-CANDLE (1
LUX) MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BEPERMITTED TO DECLINE TO 0.6 FOOT-CANDLE (6 LUX) AVERAGE AND A MINIMUM AT ANY POINT OF 0.06
FOOT-CANDLE (0.6 LUX) AT THE END OF THE EMERGENCY LIGHTING TIME DURATION. A MAXIMUM-TO-MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED.
11. THE EXIT SIGNS SHALL ALSO BE CONNECTED TO AN EMERGENCY ELECTRICAL SYSTEM PROVIDED FROMSTORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR SET, AND THE SYSTEM SHALL BEINSTALLED IN ACCORDANCE WITH THE ELECTRICAL CODE.
12. A CLASS 'A' ROOF COVERING IS REQUIRED (1505.1, 7207.4).13. INTERIOR FINISH MATERIALS APPLIED TO WALLS CEILINGS AND FLOORS SHALL BE TESTED AS SPECIFIED IN
SECTION 803. 804 AND TABLE ON 803.914. THIS BUILDING AND GARAGE MUST BE EQUIPPED WITH AN AUTOMATIC FIRE EXTINGUISHING SYSTEM,
COMPLYING WITH NFPA-13; THE SPRINKLER SYSTEM SHALL BE APPROVED BY PLUMBING DIV. PRIOR TOINSTALLATION.
15. EXCEPTIONS TO, OR REDUCTION IN BUILDING CODE REQUIREMENTS BASED ON THE INSTALLATION OFAUTOMATIC FIRE EXTINGUISHING SYSTEM IS NOT ALLOWED WHEN UTILIZING NFPA-13R TYPE RESIDENTIALSPRINKLER SYSTEM ALLOWED FOR R OCCUPANCIES (903.2.8, 504.2, 506.3, T601 FOOTNOTE (D).
16. PROVIDE AUTOMATIC SPRINKLER SYSTEM AT TOP OF TRASH CHUTES AND WITHIN GROUND FLOOR TRASHROOMS
17. TOILET ROOMS SHALL HAVE A SMOOTH, HARD NON-ABSORBENT SURFACE SUCH AS PORTLAND CEMENT,CERAMIC TILE OR OTHER APPROVED MATERIAL THAT EXTENDS UPWARD ONTO WALLS AT LEAST 4"
18. WALLS AND PARTITIONS WITHIN 2 FEET OF SERVICE SINKS, URINALS, AND WATERCLOSETS SHALL HAVE ASMOOTH, HARD, NONABSORBENT SURFACE, TO A HEIGHT OF NOT LESS THAN 4 FEET ABOVE THE FLOOR,AND EXCEPT FOR THE STRUCTURAL ELEMENTS, THE MATERIALS USED IN SUCH WALLS SHALL BE OF A TYPETHAT IS NOT ADVERSELY AFFECTED BY MOISTURE (1210.2.2)
19. ONE ELEVATOR IN BUILDINGS FOUR OR MORE STORIES ABOVE OR BELOW GRADE PLANE SHALL BE OFSUCH A SIZE TO ACCOMODATE A 24-INCH BY 84-INCH AMBULANCE STRETCHER IN THE HORIZONTAL, OPENPOSITION AND SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL FOR EMERGENCY MEDICAL SERVICES.SEE 3002.4A FOR EXCEPTIONS (91.3002.4).20. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS
OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION 1205.2 OR SHALL BE PROVIDED WITHARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 10 FOOT CANDLES OVERTHE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL (1205.1 AND 1205.3).
21. A FIRE RETARDANT ROOF COVERING IS REQUIRED. CLASS A ROOF COVERING IS REQUIRED FOR ALLBUILDINGS LOCATED IN A VERY HIGH FIRE HAZARD SEVERITY ZONE.
22. PROVIDE ANTI-GRAFFITI FINISH AT THE FIRST 9 FEET, MEASURED FROM GRADE, AT EXTERIOR WALLS ANDDOORS. (6306)
23. BUILDING HAS AN EXIT ENCLOSURE CONNECTING MORE THAN 3-STORIES. PROVIDE AN APPROVEDSTAIRWAY SIGN INDICATING THE FLOOR LEVEL, TERMINUS OF THE TOP AND BOTTOM OF THE STAIR ANDTHE IDENTIFICATION NUMBER OF THE STAIR. IT SHALL BE LOCATED APPROXIMATELY 5 FT. ABOVE THEFLOOR LANDING AND BE READILY VISIBLE WHEN THE STAIR DOORS ARE IN AN OPEN OR CLOSED POSITION.(1022.9)
24. VERTICAL EXIT ENCLOSURES (1022.9).A. IN BUILDINGS WHERE A REQUIRED ACCESSIBLE FLOOR IS FOUR OR MORE STORIES ABOVE OR BELOW
THE LEVEL OF EXIT DISCHARGE, EGRESS ELEVATOR SHALL BE PROVIDED, SEE EXCEPTIONS (1007.2.1)B. PROVIDE 48" CLEAR WIDTH BETWEEN HANDRAILS (1007.3)C. PLATFORM LIFTS NOT ALLOWED AS PART OF ACCESSIBLE MEANS OF EGRESS (1007.5)D. MAX FORCE TO OPERATE DOORS IS LIMITED TO 15 LB (1007.3)E. SHOW LOCATION AND DIMENSION AREA OF REFUGE (1007.6)
i. SIZE: (2) 30" X 40" OR 1/200, WHICHEVER IS GREATER (1007.6.1)ii. SEPERATION FROM OTHER SPACE BY A SMOKE BARRIER (1007.6.2) (DETAIL CONSTRUCTION PER
SECTION 709)iii. NOTE: TWO-WAY COMMUNICATION REQUIRED (1007.6.3)iv. SIGNAGE ON DOOR OF AREA OF REFUGEv. EXTERIOR AREA OF REFUGE TO COMPLY WITH SECTION 1007.7.
23. EACH PANE OF SAFETY GLAZING INSTALLED IN HAZARDOUS LOCATIONS SHALL BE IDENTIFIED BY AMANUFACTURER'S DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION, THE MANUFACTURER ORINSTALLER AND THE SAFETY GLAZING STANDARD. THE FOLLOWING SHALL BE CONSIDERED SPECIFICHAZARDOUS LOCATIONS FOR THE PURPOSE OF SAFETY GLAZING.GLAZING IN (SECTION 2406):A. SWING DOORSB. FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIESC. UNFRAMED SWINGING DOORS.D. DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND
SHOWERSE. FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN 24 INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION
AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN THE 60 INCHES ABOVE THE WALKING SURFACE. READ CODE FOR EXCEPTIONSF. FIXED OR OPENABLE PANEL, OTHER THAN DESCRIBED IN ITEMS D AND E, WHICH MEETS THE
FOLLOWING CONDITIONS (READ CODE FOR EXCEPTION WITH SPECIAL INSTALLATION): i. EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SF
ii. EXPOSED BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR.iii. EXPOSED TOP EDGE GREATER THAN 36 INCHES HORIZONTALLY ABOVE THE FLOORiv. ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE PLANE OF
GLAZINGG. GUARDS AND RAILINGS REGARDLESS OF AREA OR HEIGHT ABOVE WALKING SURFACE.
INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN-FILL PANELS.H. ADJACENT TO STAIRWAYS WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY
IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE NOSE OF THE TREAD (READ CODE FOR EXCEPTION WITH SPECIAL INSTALLATION).
I. ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES HORIZONTALLY OF A WALKING SURFACE; WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE (READ CODE FOR EXCEPTION WITH SPECIAL INSTALLATION).
© Copyright Lorcan O'Herlihy Architects. If DWG is not 30" x 42", it is reduced
SHEET NO.
SHEET NAME
ARCHITECT'S STAMP
CONSULTANTS
KEY PLAN
KEY SECTION
ISSUED FOR:
NO: DESCRIPTION DATE
3
2
1
4
5
6
7
8
9
10
4700 Wilshire Blvd.Los Angeles, CA 90010P.323.860.4900
LORCANO'HERLIHYARCHITECTS4106 West Jefferson Blvd.Los Angeles, Ca 90016
t : 310.657.4363f : 310.657.4980
CIM
PROJECT NAME & ADDRESS
12/16
/ 2016
5:37
: 52 P
MC:
\Us e
rs\gio
van n
ifrutta
ldo\D
ocum
ents\
1512
SM
Gran
ville _
giova
nni fru
ttaldo
.rvt
A2.0.2
FLOOR PLAN - LEVEL P1
SMB / GranvilleMixed UseProject
1500 Granville AveLos Angeles, CA 90025
SCALE 3/32" = 1'-0" 2PARKING LEVEL P1
SCALE 11/4" = 1'-0"PLAN NOTES
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
UP
DN
UP
UP
A3.1.12
A3.1.13
G.K
G.K
G.J
G.J
G.H
G.H
G.G
G.G
G.F
G.F
G.E
G.E
G.D
G.D
G.C
G.C
G.5 G.5
G.6 G.6
G.7 G.7
G.8 G.8
G.3 G.3
G.1
G.1
G.A
G.A
G.M
G.M
G.2
G.B
G.B
G.L
G.L
G.10 G.10
0.0
0.0
0.1
0.1
G.9 G.9
G.4 G.4
G.B1
G.B1
1A4.1.1
2A4.1.1
1A4.1.2
2A4.1.2
A3.1.34
A3.1.31
A3.1.33
A3.1.45
3A5.7.3
A0.7.403
A0.7.407
A0.7.411
A0.7.406
A0.7.409
A0.7.508
A0.7.503
A0.7.506
A0.7.401
A0.7.408
A0.7.502
A0.7.505
A0.7.410
A0.7.405
3'-6"
2'-0"
6'-11"
23'-3
1/4"
DRIVE AISLE25'-4"
DRIVE
AISL
E25
'-4"
17'-0" 37'-1 5/8" 29'-10" 20'-10" 29'-10" 29'-10" 29'-10" 29'-10" 20'-10" 30'-3 5/8" 15'-6" 2'-0"
2'-0"
5'-0"
62'-0
"30
'-0"
30'-0
"29
'-0"
16'-2
5/8"
5'-0"
31'-0
"31
'-0"
30'-0
"30
'-0"
29'-0
"16
'-2 5/
8"5'-
0"
LONG TERMRESIDENTAIL BIKE
PARKING120
LONG TERMCOMMERCIAL BIKE
PARKING122
MECHANICAL RM126
LOADING DOCK107
ELEVATOR004
ELEVATOR005
STAIR03
LEASING OFFICE119
STAIR05
RESIDENTIALLOBBY
105STAIR
04
STAIR01
SWITCH &TRANSFORMER
PAD109
RESTAURANT(HIGH TURNOVER)
117
SPECIALTY RETAIL113
6'-2" 7'-2"
GENERAL RETAIL114
RAMP
DOW
N TO
PARK
ING
P1
GARA
GE AC
CESS
5% SLOPE
4.17% SLOPE
ELEVATOR001
ELEVATOR002
17'-0" 25'-3 5/8" 11'-10" 29'-10" 20'-10" 29'-10" 29'-10" 29'-10" 29'-10" 20'-10" 30'-3 5/8" 15'-6" 2'-0"
PROPERTY LINE
PROPERTY LINE
COMMERCIALTRASH ROOM
123
B.O.H LOBBY110
3A5.5.1
1A5.5.6
1A5.5.10
2A5.5.11
3A5.7.2
2A5.5.5
1A5.5.8
116A116B
113A
113B
110A
110C
110B111A
123A
122A
110A121A
105A
RESTAURANT(QUALITY)
116
126A120A
105B
105A
MAIL ROOM105A
119B
105D
116C 114C
114A
114B
8'-8"
MECHANICAL RM121
LIVE WORK UNIT101
LIVE WORK UNIT102
LIVE WORK UNIT104
LIVE WORK UNIT103
STAIR02
RESIDENTIALLOBBY
110
RESIDENTIALTRASH ROOM
111
108A
117A
113C
26 STALLS
8 STALLS
E
E
PROP
ERTY
LINE
PROP
ERTY
LINE
PROPERTY LINE
R 20' - 0"R 20
' - 0"
1A5.4.2
2A5.4.2
1A5.1.4
-5' - 0 59/64"
COMMERCIALLOBBY
115
2' - 0"
HOSE BIB
HOSE BIB
CLASS I STANDPIPELOCATION, TYP.
CLASS I STANDPIPELOCATION, TYP.
CLASS I STANDPIPELOCATION, TYP.
3'-0"
6'-6"
20'-0"
40'-0
"
8'-0"
10'-0"
7'-0"
11'-0"3'-0"
3'-0"
3'-0" 6'-0"
R 20' - 0"
4'-6"
20'-3 7/8"
EV C
APAB
LECH
ARGI
NG ST
ALL
EV C
APAB
LECH
ARGI
NG ST
ALL
EV C
APAB
LECH
ARGI
NG ST
ALL
2' - 0"
2' - 0"
1' - 0" 4' - 0"
4' - 1 1/2"
0.48% SLOPE
4.92% SLOPE
4.27
%
3.92
%
3.22%
1.15%
0.29%
1.37%
20% SLOPE10% SLOPE 10% SLOPE
-0' - 7"
0' - 4 1/32"
1' - 0 33/64"
1' - 0"
1' - 3 59/64"
1' - 0"
3' - 11 1/64"
4' - 0"3' - 9 3/32"
-0' - 7"
0' - 0"
1' - 11 19/64"
2' - 2 17/32"
2' - 8 1/4"
2' - 0"
3' - 3 9/16"
2' - 3 53/64"
4' - 1 5/8"
3' - 6 29/64"
4' - 10 3/32"
4' - 0"
2' - 0"
100 SFREPAIRAREA
100 SFREPAIRAREA
GENERAL REQUIREMENTS NOTES:1. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY
WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS,PUMPS, VALVES, METERS, APPURTENANCES, ETC) OR THE LOCATION OF THE HOOK-UP. THECONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES - WHETHER OR NOT THE LINESARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/ORADDITIONAL EXPENSES.
2. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWNSTREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDINGOR STRUCTURE CONTAINING THE FUEL GAS PIPING. SEPERATE PLUMBING PERMIT IS REQUIRED.
3. PROVIDE ULTRA LOWFLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWERHEADS AND TOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION.
4. SHOWER COMPARTMENTS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWERHEADS SHALL BEFINISHED WITH A SMOOTH, NONABSORBENT SURFACE TO A HEIGHT NOT LESS THAN 70 INCHES ABOVETHE DRAIN INLET. SECTION 1210.2.3. USE OF WATER RESISTANT GYPSUM BACKING BOARD SHALL BE ASSTATED IN SECTION 2509.3.
5. WATER HEATERS MUST BE STRAPPED TO A WALL. (SEC. 507.3, UPC)6. A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT
THE JOB SITE7. DOUBLE STRIPING OF STALLS SHALL BE PER ZONING CODE SECTION 12.21A5, CHART NO. 5.8. ATTIC VENTILATION OF 1/150 OF THE AREA OF VENTILATED SPACE (APPROXIMATLY 10SQ.IN. FOR EACH
10SQFT OF ATTIC AREA) IS REQ. (1203.2)9. AESTHETICS (GLARE). THE EXTERIOR OF THE PROPOSED STRUCTURE SHALL BE CONSTRUCTED OF
MATERIALS SUCH AS, BUT NOT LIMITED TO, HIGH-PERFORMANCE AND/OR NON-REFLECTIVE TINTEDGLASS (NO MIRROR LIKE TINTS OR FILMS) AND PRE-CAST CONCRETE OR FABRICATED WALL SURFACESTO MINIMIZE GLARE AND REFLECTIVE HEAT.
10. DETECTABLE WARNINGS SHALL BE PROVIDED WHERE REQUIRED BY SECTION 11B-274.1.211. LIVE/WORK UNITS ARE NOT PERMITTED TO HAVE EMPLOYEE'S AND ARE NOT PERMITTED TO OPEN TO
THE PUBLIC.
1. IN BUILDINGS USED FOR RESIDENTIAL OCCUPANCIES, DRAFT STOPS MUST BE INSTALLED IN WOODFRAME FLOOR CONSTRUCTION CONTAINING CONCEALED SPACE. DRAFTSTOPPING SHALL BELOCATED ABOVE AND INLINE WITH THE DWELLING UNIT AND SLEEPING UNIT SEPARATION (CBC718.3.3)
2. IN BUILDINGS USED FOR RESIDENTIAL OCCUPANCIES, DRAFT STOPS MUST BE INSTALLED IN THEATTIC FORMED BY COMBUSTIBLE CONSTRUCTION. DRAFTSTOPPING SHALL BE INSTALLED ABOVEAND INLINE WITH SLEEPING UNIT AND DWELLING UNIT SEPARATION WALLS THAT DO NOT EXTENDTO THEUNDERSIDE OF THE FLOOR SHEATHING ABOVE (CBC 718.4.3)
3. DRAFTSTOPPING MATERIALS MUST NOT BE LESS THAN 1/2" GYPSUM BOARD, 3/8" TYPE 2-MPARTICLE BOARD OR OTHER MATERIALS APPROVED BY THE BUILDING DEPARTMENT. DRAFT-STOPPING MUST BE ADEQUATELY SUPPORTED (CBC 718.3.1)
4. FIRE BLOCKING MUST BE PROVIDED IN ACCORDANCE WITH SECTION 718 AT THE FOLLOWINGLOCATIONS: IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURREDSPACES, AT THE CEILING AND FLOOR LEVELS (CBC 718.2.2); IN CONCEALED SPACES OF STUDWALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT 10-FOOT INTERVALS ALONG THE LENGTHOF THE WALL (CBC 718.2.2); AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL ANDHORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, COVE CEILINGS, AND SIMILARLOCATIONS (CBC 718.2.3); IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP ANDBOTTOM OF THE UN AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THEWALL UNDER THE STAIRS IS UNFINISHED (CBC 718.2.4); IN OPENINGS AROUND VENTS, PIPES,DUCTS, CHIMNEYS, FIREPLACES, AND SIMILAR OPENINGS WHICH AFFORD A PASSAGE FOR FIRE ATCEILING AND FLOOR LEVELS, WITH COMBUSTIBLE MATERIALS (CBC 718.2.5)
5. INTERIOR FINISH MATERIALS APPLIED TO WALLS AND CEILINGS SHALL BE TESTED AS SPECIFIED INSECTION 803.
6. THE BUILDING SHALL BE PROVIDED WITH A MANUAL ALARM SYSTEM WITH THE CAPABILITY TOSUPPORT VISIBLE ALARM NOTIFICATION APPLIANCES IN ACCORDANCE WITH NFPA 72 (CBC 907.2.9,907.5.2.3.3, 907.5.2.3.4).
7. AN AUTOMATIC SPRINKLER SYSTEM IS REQUIRED THROUGHOUT PER SECTION 903.2.8.8. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES
THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. THE MEANS OF EGRESSILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE AT THE WALKING SURFACE (CBC1006.1).
9. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTESAND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. THEINSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH SECTION 2702 (CBC1006.3).
10. EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS ATLEAST AN AVERAGE OF 1 FOOT-CANDLE (11 LUX) AND A MINIMUM AT ANY POINT OF 0.1 FOOT-CANDLE (1
LUX) MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BEPERMITTED TO DECLINE TO 0.6 FOOT-CANDLE (6 LUX) AVERAGE AND A MINIMUM AT ANY POINT OF 0.06
FOOT-CANDLE (0.6 LUX) AT THE END OF THE EMERGENCY LIGHTING TIME DURATION. A MAXIMUM-TO-MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED.
11. THE EXIT SIGNS SHALL ALSO BE CONNECTED TO AN EMERGENCY ELECTRICAL SYSTEM PROVIDED FROMSTORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR SET, AND THE SYSTEM SHALL BEINSTALLED IN ACCORDANCE WITH THE ELECTRICAL CODE.
12. A CLASS 'A' ROOF COVERING IS REQUIRED (1505.1, 7207.4).13. INTERIOR FINISH MATERIALS APPLIED TO WALLS CEILINGS AND FLOORS SHALL BE TESTED AS SPECIFIED IN
SECTION 803. 804 AND TABLE ON 803.914. THIS BUILDING AND GARAGE MUST BE EQUIPPED WITH AN AUTOMATIC FIRE EXTINGUISHING SYSTEM,
COMPLYING WITH NFPA-13; THE SPRINKLER SYSTEM SHALL BE APPROVED BY PLUMBING DIV. PRIOR TOINSTALLATION.
15. EXCEPTIONS TO, OR REDUCTION IN BUILDING CODE REQUIREMENTS BASED ON THE INSTALLATION OFAUTOMATIC FIRE EXTINGUISHING SYSTEM IS NOT ALLOWED WHEN UTILIZING NFPA-13R TYPE RESIDENTIALSPRINKLER SYSTEM ALLOWED FOR R OCCUPANCIES (903.2.8, 504.2, 506.3, T601 FOOTNOTE (D).
16. PROVIDE AUTOMATIC SPRINKLER SYSTEM AT TOP OF TRASH CHUTES AND WITHIN GROUND FLOOR TRASHROOMS
17. TOILET ROOMS SHALL HAVE A SMOOTH, HARD NON-ABSORBENT SURFACE SUCH AS PORTLAND CEMENT,CERAMIC TILE OR OTHER APPROVED MATERIAL THAT EXTENDS UPWARD ONTO WALLS AT LEAST 4"
18. WALLS AND PARTITIONS WITHIN 2 FEET OF SERVICE SINKS, URINALS, AND WATERCLOSETS SHALL HAVE ASMOOTH, HARD, NONABSORBENT SURFACE, TO A HEIGHT OF NOT LESS THAN 4 FEET ABOVE THE FLOOR,AND EXCEPT FOR THE STRUCTURAL ELEMENTS, THE MATERIALS USED IN SUCH WALLS SHALL BE OF A TYPETHAT IS NOT ADVERSELY AFFECTED BY MOISTURE (1210.2.2)
19. ONE ELEVATOR IN BUILDINGS FOUR OR MORE STORIES ABOVE OR BELOW GRADE PLANE SHALL BE OFSUCH A SIZE TO ACCOMODATE A 24-INCH BY 84-INCH AMBULANCE STRETCHER IN THE HORIZONTAL, OPENPOSITION AND SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL FOR EMERGENCY MEDICAL SERVICES.SEE 3002.4A FOR EXCEPTIONS (91.3002.4).20. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS
OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION 1205.2 OR SHALL BE PROVIDED WITHARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 10 FOOT CANDLES OVERTHE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL (1205.1 AND 1205.3).
21. A FIRE RETARDANT ROOF COVERING IS REQUIRED. CLASS A ROOF COVERING IS REQUIRED FOR ALLBUILDINGS LOCATED IN A VERY HIGH FIRE HAZARD SEVERITY ZONE.
22. PROVIDE ANTI-GRAFFITI FINISH AT THE FIRST 9 FEET, MEASURED FROM GRADE, AT EXTERIOR WALLS ANDDOORS. (6306)
23. BUILDING HAS AN EXIT ENCLOSURE CONNECTING MORE THAN 3-STORIES. PROVIDE AN APPROVEDSTAIRWAY SIGN INDICATING THE FLOOR LEVEL, TERMINUS OF THE TOP AND BOTTOM OF THE STAIR ANDTHE IDENTIFICATION NUMBER OF THE STAIR. IT SHALL BE LOCATED APPROXIMATELY 5 FT. ABOVE THEFLOOR LANDING AND BE READILY VISIBLE WHEN THE STAIR DOORS ARE IN AN OPEN OR CLOSED POSITION.(1022.9)
24. VERTICAL EXIT ENCLOSURES (1022.9).A. IN BUILDINGS WHERE A REQUIRED ACCESSIBLE FLOOR IS FOUR OR MORE STORIES ABOVE OR BELOW
THE LEVEL OF EXIT DISCHARGE, EGRESS ELEVATOR SHALL BE PROVIDED, SEE EXCEPTIONS (1007.2.1)B. PROVIDE 48" CLEAR WIDTH BETWEEN HANDRAILS (1007.3)C. PLATFORM LIFTS NOT ALLOWED AS PART OF ACCESSIBLE MEANS OF EGRESS (1007.5)D. MAX FORCE TO OPERATE DOORS IS LIMITED TO 15 LB (1007.3)E. SHOW LOCATION AND DIMENSION AREA OF REFUGE (1007.6)
i. SIZE: (2) 30" X 40" OR 1/200, WHICHEVER IS GREATER (1007.6.1)ii. SEPERATION FROM OTHER SPACE BY A SMOKE BARRIER (1007.6.2) (DETAIL CONSTRUCTION PER
SECTION 709)iii. NOTE: TWO-WAY COMMUNICATION REQUIRED (1007.6.3)iv. SIGNAGE ON DOOR OF AREA OF REFUGEv. EXTERIOR AREA OF REFUGE TO COMPLY WITH SECTION 1007.7.
23. EACH PANE OF SAFETY GLAZING INSTALLED IN HAZARDOUS LOCATIONS SHALL BE IDENTIFIED BY AMANUFACTURER'S DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION, THE MANUFACTURER ORINSTALLER AND THE SAFETY GLAZING STANDARD. THE FOLLOWING SHALL BE CONSIDERED SPECIFICHAZARDOUS LOCATIONS FOR THE PURPOSE OF SAFETY GLAZING.GLAZING IN (SECTION 2406):A. SWING DOORSB. FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIESC. UNFRAMED SWINGING DOORS.D. DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND
SHOWERSE. FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN 24 INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION
AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN THE 60 INCHES ABOVE THE WALKING SURFACE. READ CODE FOR EXCEPTIONSF. FIXED OR OPENABLE PANEL, OTHER THAN DESCRIBED IN ITEMS D AND E, WHICH MEETS THE
FOLLOWING CONDITIONS (READ CODE FOR EXCEPTION WITH SPECIAL INSTALLATION): i. EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SF
ii. EXPOSED BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR.iii. EXPOSED TOP EDGE GREATER THAN 36 INCHES HORIZONTALLY ABOVE THE FLOORiv. ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE PLANE OF
GLAZINGG. GUARDS AND RAILINGS REGARDLESS OF AREA OR HEIGHT ABOVE WALKING SURFACE.
INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN-FILL PANELS.H. ADJACENT TO STAIRWAYS WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY
IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE NOSE OF THE TREAD (READ CODE FOR EXCEPTION WITH SPECIAL INSTALLATION).
I. ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES HORIZONTALLY OF A WALKING SURFACE; WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE (READ CODE FOR EXCEPTION WITH SPECIAL INSTALLATION).
© Copyright Lorcan O'Herlihy Architects. If DWG is not 30" x 42", it is reduced
SHEET NO.
SHEET NAME
ARCHITECT'S STAMP
CONSULTANTS
KEY PLAN
KEY SECTION
ISSUED FOR:
NO: DESCRIPTION DATE
3
2
1
4
5
6
7
8
9
10
4700 Wilshire Blvd.Los Angeles, CA 90010P.323.860.4900
LORCANO'HERLIHYARCHITECTS4106 West Jefferson Blvd.Los Angeles, Ca 90016
t : 310.657.4363f : 310.657.4980
CIM
PROJECT NAME & ADDRESS
12/16
/ 2016
5:38
: 00 P
MC:
\Us e
rs\gio
van n
ifrutta
ldo\D
ocum
ents\
1512
SM
Gran
ville _
giova
nni fru
ttaldo
.rvt
A2.1.1
FLOOR PLAN - GROUNDLEVEL
SMB / GranvilleMixed UseProject
1500 Granville AveLos Angeles, CA 90025
SCALE 3/32" = 1'-0" 2FLOOR PLAN - GROUND LEVEL
SCALE 11/4" = 1'-0"PLAN NOTES
UP
UP
A3.1.12
A3.1.13
G.K
G.K
G.J
G.J
G.H
G.H
G.G
G.G
G.F
G.F
G.E
G.E
G.D
G.D
G.C
G.C
G.5 G.5
G.6 G.6
G.7 G.7
G.8 G.8
G.3 G.3
G.1
G.1
G.A
G.A
G.M
G.M
G.2
G.B
G.B
G.L
G.L
G.10 G.10
0.0
0.0
0.1
0.1
G.9 G.9
G.4 G.4
G.B1
G.B1
1A4.1.1
2A4.1.1
1A4.1.2
2A4.1.2
A3.1.34
A3.1.31
A3.1.33
17'-0" 37'-1 5/8" 29'-10" 20'-10" 29'-10" 29'-10" 29'-10" 29'-10" 20'-10" 30'-3 5/8" 15'-6" 2'-0"2'-0"
5'-0"
62'-0
"30
'-0"
30'-0
"29
'-0"
16'-2
5/8"
5'-0"
31'-0
"31
'-0"
30'-0
"30
'-0"
29'-0
"16
'-2 5/
8"5'-
0"
17'-0" 37'-1 5/8" 29'-10" 20'-10" 29'-10" 29'-10" 29'-10" 29'-10" 20'-10" 30'-3 5/8" 15'-6" 2'-0"2'-0"
5'-0"
62'-0
"30
'-0"
30'-0
"29
'-0"
16'-2
5/8"
5'-0"
29'-10" 29'-10" 29'-10" 20'-10" 30'-3 5/8" 15'-6" 2'-0"2'-0" 17'-0" 25'-3 5/8" 11'-10" 29'-10" 20'-10" 29'-10"
3A5.7.3
A0.7.403
A0.7.407
A0.7.411
A0.7.406
A0.7.409
A0.7.508
A0.7.503
A0.7.506
A0.7.401
A0.7.408
A0.7.502
A0.7.505
A0.7.410
A0.7.405
STAIR05
1.1D
2.1
2.1
1.1D
2.4B
2.1
2.2A
2.2A
1.1D
1.2B
2.0
2.2A
2.1
2.3B
2.4B
1.2B
2.4B
2.2A
2.4B
2.2A
2.2A
ELECTRICAL ROOM124
4A5.5.1
3A5.5.10
1A5.5.11
2A5.5.10
2A5.5.9
124A 125A
HALL125
8'-8"
LIVE WORK UNIT101
LIVE WORK UNIT102
LIVE WORK UNIT103
LIVE WORK UNIT104
E
E
GENERAL REQUIREMENTS NOTES:1. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY
WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS,PUMPS, VALVES, METERS, APPURTENANCES, ETC) OR THE LOCATION OF THE HOOK-UP. THECONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES - WHETHER OR NOT THE LINESARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/ORADDITIONAL EXPENSES.
2. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWNSTREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDINGOR STRUCTURE CONTAINING THE FUEL GAS PIPING. SEPERATE PLUMBING PERMIT IS REQUIRED.
3. PROVIDE ULTRA LOWFLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWERHEADS AND TOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION.
4. SHOWER COMPARTMENTS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWERHEADS SHALL BEFINISHED WITH A SMOOTH, NONABSORBENT SURFACE TO A HEIGHT NOT LESS THAN 70 INCHES ABOVETHE DRAIN INLET. SECTION 1210.2.3. USE OF WATER RESISTANT GYPSUM BACKING BOARD SHALL BE ASSTATED IN SECTION 2509.3.
5. WATER HEATERS MUST BE STRAPPED TO A WALL. (SEC. 507.3, UPC)6. A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT
THE JOB SITE7. DOUBLE STRIPING OF STALLS SHALL BE PER ZONING CODE SECTION 12.21A5, CHART NO. 5.8. ATTIC VENTILATION OF 1/150 OF THE AREA OF VENTILATED SPACE (APPROXIMATLY 10SQ.IN. FOR EACH
10SQFT OF ATTIC AREA) IS REQ. (1203.2)9. AESTHETICS (GLARE). THE EXTERIOR OF THE PROPOSED STRUCTURE SHALL BE CONSTRUCTED OF
MATERIALS SUCH AS, BUT NOT LIMITED TO, HIGH-PERFORMANCE AND/OR NON-REFLECTIVE TINTEDGLASS (NO MIRROR LIKE TINTS OR FILMS) AND PRE-CAST CONCRETE OR FABRICATED WALL SURFACESTO MINIMIZE GLARE AND REFLECTIVE HEAT.
10. DETECTABLE WARNINGS SHALL BE PROVIDED WHERE REQUIRED BY SECTION 11B-274.1.211. LIVE/WORK UNITS ARE NOT PERMITTED TO HAVE EMPLOYEE'S AND ARE NOT PERMITTED TO OPEN TO
THE PUBLIC.
1. IN BUILDINGS USED FOR RESIDENTIAL OCCUPANCIES, DRAFT STOPS MUST BE INSTALLED IN WOODFRAME FLOOR CONSTRUCTION CONTAINING CONCEALED SPACE. DRAFTSTOPPING SHALL BELOCATED ABOVE AND INLINE WITH THE DWELLING UNIT AND SLEEPING UNIT SEPARATION (CBC718.3.3)
2. IN BUILDINGS USED FOR RESIDENTIAL OCCUPANCIES, DRAFT STOPS MUST BE INSTALLED IN THEATTIC FORMED BY COMBUSTIBLE CONSTRUCTION. DRAFTSTOPPING SHALL BE INSTALLED ABOVEAND INLINE WITH SLEEPING UNIT AND DWELLING UNIT SEPARATION WALLS THAT DO NOT EXTENDTO THEUNDERSIDE OF THE FLOOR SHEATHING ABOVE (CBC 718.4.3)
3. DRAFTSTOPPING MATERIALS MUST NOT BE LESS THAN 1/2" GYPSUM BOARD, 3/8" TYPE 2-MPARTICLE BOARD OR OTHER MATERIALS APPROVED BY THE BUILDING DEPARTMENT. DRAFT-STOPPING MUST BE ADEQUATELY SUPPORTED (CBC 718.3.1)
4. FIRE BLOCKING MUST BE PROVIDED IN ACCORDANCE WITH SECTION 718 AT THE FOLLOWINGLOCATIONS: IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURREDSPACES, AT THE CEILING AND FLOOR LEVELS (CBC 718.2.2); IN CONCEALED SPACES OF STUDWALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT 10-FOOT INTERVALS ALONG THE LENGTHOF THE WALL (CBC 718.2.2); AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL ANDHORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, COVE CEILINGS, AND SIMILARLOCATIONS (CBC 718.2.3); IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP ANDBOTTOM OF THE UN AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THEWALL UNDER THE STAIRS IS UNFINISHED (CBC 718.2.4); IN OPENINGS AROUND VENTS, PIPES,DUCTS, CHIMNEYS, FIREPLACES, AND SIMILAR OPENINGS WHICH AFFORD A PASSAGE FOR FIRE ATCEILING AND FLOOR LEVELS, WITH COMBUSTIBLE MATERIALS (CBC 718.2.5)
5. INTERIOR FINISH MATERIALS APPLIED TO WALLS AND CEILINGS SHALL BE TESTED AS SPECIFIED INSECTION 803.
6. THE BUILDING SHALL BE PROVIDED WITH A MANUAL ALARM SYSTEM WITH THE CAPABILITY TOSUPPORT VISIBLE ALARM NOTIFICATION APPLIANCES IN ACCORDANCE WITH NFPA 72 (CBC 907.2.9,907.5.2.3.3, 907.5.2.3.4).
7. AN AUTOMATIC SPRINKLER SYSTEM IS REQUIRED THROUGHOUT PER SECTION 903.2.8.8. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES
THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. THE MEANS OF EGRESSILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE AT THE WALKING SURFACE (CBC1006.1).
9. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTESAND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. THEINSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH SECTION 2702 (CBC1006.3).
10. EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS ATLEAST AN AVERAGE OF 1 FOOT-CANDLE (11 LUX) AND A MINIMUM AT ANY POINT OF 0.1 FOOT-CANDLE (1
LUX) MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BEPERMITTED TO DECLINE TO 0.6 FOOT-CANDLE (6 LUX) AVERAGE AND A MINIMUM AT ANY POINT OF 0.06
FOOT-CANDLE (0.6 LUX) AT THE END OF THE EMERGENCY LIGHTING TIME DURATION. A MAXIMUM-TO-MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED.
11. THE EXIT SIGNS SHALL ALSO BE CONNECTED TO AN EMERGENCY ELECTRICAL SYSTEM PROVIDED FROMSTORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR SET, AND THE SYSTEM SHALL BEINSTALLED IN ACCORDANCE WITH THE ELECTRICAL CODE.
12. A CLASS 'A' ROOF COVERING IS REQUIRED (1505.1, 7207.4).13. INTERIOR FINISH MATERIALS APPLIED TO WALLS CEILINGS AND FLOORS SHALL BE TESTED AS SPECIFIED IN
SECTION 803. 804 AND TABLE ON 803.914. THIS BUILDING AND GARAGE MUST BE EQUIPPED WITH AN AUTOMATIC FIRE EXTINGUISHING SYSTEM,
COMPLYING WITH NFPA-13; THE SPRINKLER SYSTEM SHALL BE APPROVED BY PLUMBING DIV. PRIOR TOINSTALLATION.
15. EXCEPTIONS TO, OR REDUCTION IN BUILDING CODE REQUIREMENTS BASED ON THE INSTALLATION OFAUTOMATIC FIRE EXTINGUISHING SYSTEM IS NOT ALLOWED WHEN UTILIZING NFPA-13R TYPE RESIDENTIALSPRINKLER SYSTEM ALLOWED FOR R OCCUPANCIES (903.2.8, 504.2, 506.3, T601 FOOTNOTE (D).
16. PROVIDE AUTOMATIC SPRINKLER SYSTEM AT TOP OF TRASH CHUTES AND WITHIN GROUND FLOOR TRASHROOMS
17. TOILET ROOMS SHALL HAVE A SMOOTH, HARD NON-ABSORBENT SURFACE SUCH AS PORTLAND CEMENT,CERAMIC TILE OR OTHER APPROVED MATERIAL THAT EXTENDS UPWARD ONTO WALLS AT LEAST 4"
18. WALLS AND PARTITIONS WITHIN 2 FEET OF SERVICE SINKS, URINALS, AND WATERCLOSETS SHALL HAVE ASMOOTH, HARD, NONABSORBENT SURFACE, TO A HEIGHT OF NOT LESS THAN 4 FEET ABOVE THE FLOOR,AND EXCEPT FOR THE STRUCTURAL ELEMENTS, THE MATERIALS USED IN SUCH WALLS SHALL BE OF A TYPETHAT IS NOT ADVERSELY AFFECTED BY MOISTURE (1210.2.2)
19. ONE ELEVATOR IN BUILDINGS FOUR OR MORE STORIES ABOVE OR BELOW GRADE PLANE SHALL BE OFSUCH A SIZE TO ACCOMODATE A 24-INCH BY 84-INCH AMBULANCE STRETCHER IN THE HORIZONTAL, OPENPOSITION AND SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL FOR EMERGENCY MEDICAL SERVICES.SEE 3002.4A FOR EXCEPTIONS (91.3002.4).20. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS
OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION 1205.2 OR SHALL BE PROVIDED WITHARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 10 FOOT CANDLES OVERTHE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL (1205.1 AND 1205.3).
21. A FIRE RETARDANT ROOF COVERING IS REQUIRED. CLASS A ROOF COVERING IS REQUIRED FOR ALLBUILDINGS LOCATED IN A VERY HIGH FIRE HAZARD SEVERITY ZONE.
22. PROVIDE ANTI-GRAFFITI FINISH AT THE FIRST 9 FEET, MEASURED FROM GRADE, AT EXTERIOR WALLS ANDDOORS. (6306)
23. BUILDING HAS AN EXIT ENCLOSURE CONNECTING MORE THAN 3-STORIES. PROVIDE AN APPROVEDSTAIRWAY SIGN INDICATING THE FLOOR LEVEL, TERMINUS OF THE TOP AND BOTTOM OF THE STAIR ANDTHE IDENTIFICATION NUMBER OF THE STAIR. IT SHALL BE LOCATED APPROXIMATELY 5 FT. ABOVE THEFLOOR LANDING AND BE READILY VISIBLE WHEN THE STAIR DOORS ARE IN AN OPEN OR CLOSED POSITION.(1022.9)
24. VERTICAL EXIT ENCLOSURES (1022.9).A. IN BUILDINGS WHERE A REQUIRED ACCESSIBLE FLOOR IS FOUR OR MORE STORIES ABOVE OR BELOW
THE LEVEL OF EXIT DISCHARGE, EGRESS ELEVATOR SHALL BE PROVIDED, SEE EXCEPTIONS (1007.2.1)B. PROVIDE 48" CLEAR WIDTH BETWEEN HANDRAILS (1007.3)C. PLATFORM LIFTS NOT ALLOWED AS PART OF ACCESSIBLE MEANS OF EGRESS (1007.5)D. MAX FORCE TO OPERATE DOORS IS LIMITED TO 15 LB (1007.3)E. SHOW LOCATION AND DIMENSION AREA OF REFUGE (1007.6)
i. SIZE: (2) 30" X 40" OR 1/200, WHICHEVER IS GREATER (1007.6.1)ii. SEPERATION FROM OTHER SPACE BY A SMOKE BARRIER (1007.6.2) (DETAIL CONSTRUCTION PER
SECTION 709)iii. NOTE: TWO-WAY COMMUNICATION REQUIRED (1007.6.3)iv. SIGNAGE ON DOOR OF AREA OF REFUGEv. EXTERIOR AREA OF REFUGE TO COMPLY WITH SECTION 1007.7.
23. EACH PANE OF SAFETY GLAZING INSTALLED IN HAZARDOUS LOCATIONS SHALL BE IDENTIFIED BY AMANUFACTURER'S DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION, THE MANUFACTURER ORINSTALLER AND THE SAFETY GLAZING STANDARD. THE FOLLOWING SHALL BE CONSIDERED SPECIFICHAZARDOUS LOCATIONS FOR THE PURPOSE OF SAFETY GLAZING.GLAZING IN (SECTION 2406):A. SWING DOORSB. FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIESC. UNFRAMED SWINGING DOORS.D. DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND
SHOWERSE. FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN 24 INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION
AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN THE 60 INCHES ABOVE THE WALKING SURFACE. READ CODE FOR EXCEPTIONSF. FIXED OR OPENABLE PANEL, OTHER THAN DESCRIBED IN ITEMS D AND E, WHICH MEETS THE
FOLLOWING CONDITIONS (READ CODE FOR EXCEPTION WITH SPECIAL INSTALLATION): i. EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SF
ii. EXPOSED BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR.iii. EXPOSED TOP EDGE GREATER THAN 36 INCHES HORIZONTALLY ABOVE THE FLOORiv. ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE PLANE OF
GLAZINGG. GUARDS AND RAILINGS REGARDLESS OF AREA OR HEIGHT ABOVE WALKING SURFACE.
INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN-FILL PANELS.H. ADJACENT TO STAIRWAYS WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY
IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE NOSE OF THE TREAD (READ CODE FOR EXCEPTION WITH SPECIAL INSTALLATION).
I. ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES HORIZONTALLY OF A WALKING SURFACE; WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE (READ CODE FOR EXCEPTION WITH SPECIAL INSTALLATION).
© Copyright Lorcan O'Herlihy Architects. If DWG is not 30" x 42", it is reduced
SHEET NO.
SHEET NAME
ARCHITECT'S STAMP
CONSULTANTS
KEY PLAN
KEY SECTION
ISSUED FOR:
NO: DESCRIPTION DATE
3
2
1
4
5
6
7
8
9
10
4700 Wilshire Blvd.Los Angeles, CA 90010P.323.860.4900
LORCANO'HERLIHYARCHITECTS4106 West Jefferson Blvd.Los Angeles, Ca 90016
t : 310.657.4363f : 310.657.4980
CIM
PROJECT NAME & ADDRESS
12/16
/ 2016
5:38
: 02 P
MC:
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A2.1.2
FLOOR PLAN - MEZZANINE
SMB / GranvilleMixed UseProject
1500 Granville AveLos Angeles, CA 90025
SCALE 3/32" = 1'-0" 2FLOOR PLAN - MEZZANINE
SCALE 11/4" = 1'-0"PLAN NOTES
UP
UP
UP
UP
UP
3
3
3
3
3
33
3
333
3
UP
3
3
3
3UP
UP
A3.1.12
A3.1.13
A3.1.22
A3.1.23
G.1
G.1
G.A
G.A
G.M
G.M
G.2
G.2
G.10 G.10
0.0
0.0
0.1
0.1
G.9 G.9
1
2
3
5
68
9
1014
15
19
1618
24
20
1721
22
2625
2728
3129
3032
33 34 35
36
373938B4041
42
A
B
C
DI
GH
KL
F M N O Q
R
S T
VU
23
1213
11
J
A3.1.32
A3.1.42
1A4.1.1
2A4.1.1
1A4.1.2
2A4.1.2
4
7
A3.1.34
A3.1.31
TYPE B1a - 1BR201 TYPE B1b - 1BR
202
TYPE B1b - 1BR204
TYPE C2b - 2BR205
TYPE C2a - 2BR206
TYPE B1b - 1BR207
TYPE D1 - 3BR211
TYPE A1 - STUDIO209
TYPE C1b - 2BR210
TYPE C5 - 2BR212
TYPE B4 - 1BR213
TYPE C1 - 2BR214
TYPE B1b - 1BR215
TYPE B3 - 1BR216
TYPE C4 - 2BR220
TYPE A3 - STUDIO221
TYPE C7 - 2BR224
TYPE B1a - 1BR225
TYPE B1b - 1BR226 TYPE C10a - 2BR
227
TYPE C1 - 2BR228
TYPE C8 - 2BR229
TYPE B1a - 1BR230
TYPE B1b - 1BR231
TYPE B1a - 1BR232TYPE A1 - STUDIO
233
TYPE A1 - STUDIO234
TYPE B5 - 1BR235
TYPE A4a - STUDIO237
TYPE A6 - STUDIO236
TYPE C2c - 2BR238
FITNESS ROOM217
MEN RESTROOM218
WOMENRESTROOM
219
CLUBHOUSE222
SCREENING ROOM223
A3.1.33
A3.1.35
A3.1.43
A3.1.44
A3.1.45
50'-0 1/4" 40'-10 7/8" 9'-5 3/8" 23'-4 1/4" 33'-11 1/8" 24'-5 3/4" 35'-8 7/8" 38'-8"
RESIDENTIALLOBBY200A
STORAGE200B
18'-0
"23
'-4 3/
4"23
'-3 1/
4"19
'-3 3/
4"10
'-11 3
/8"22
'-10"
23'-1
1 1/2"
23'-4
3/4"
23'-4
3/4"
33'-1
1 1/4"
49'-5
3/8"
30'-6
"5'-
0"
POOL
OPEN TO ABOVE
3A5.7.3
A0.7.403
A0.7.407
A0.7.411
A0.7.406
A0.7.409
A0.7.508
A0.7.503
A0.7.408
A0.7.405
TYPE C1 - 2BR208
18'-1 7/8"
ELEVATOR001
ELEVATOR002
4.4
3.1*
4.4
4.4*
3.1*
4.0
4.03.4
3.44.0
4.0
3.1*
3.1*
4.44.4
4.0
3.1* 3.4
3.4
4.0
4.4
4.4
4.0
4.4
3.1*
4.4
4.0
4.0
3.1*
3.1*
4.0
3.1*
4.4
3.1*
3.1*
4.4
4.4
4.4
4.4
4.0
3.1*
4.0
4.0
4.0
3.4
3.4 4.0
4.0
4.03.1*
4.0
4.0
4.0
4.0
3.1* 3.1* 3.1*
3.1*
3.0
4.0
4.4
4.0
4.4
4.4
4.4
4.0
3.1*
4.0
A3.1.41
STAIR05
6'-10
3/8"
10'-3 1/4"BRANCH MONITORINGSWITCH BOARD
BRANCHMONITORINGSWITCHBOARD
BRANCH MONITORINGSWITCH BOARD
BRANCH MONITORINGSWITCH BOARD
5'-0"2'-0"2'-0" 34'-2 3/4"
U3
U3
U2
U8
4A5.7.1
2A5.5.6
21B
CORRIDOR22
CORRIDOR21
CORRIDOR25
CORRIDOR26
CORRIDOR24
CORRIDOR2921A
21C
25A
25B26C
24D
222A
24B
223A
27B
30A
30E
30C
22A
22A
217A
217B
218A
219A
INTERIOR PATIO24
3A5.5.8
5A5.5.3
3A5.5.9
4A5.7.2
29A
WEST COURT23
EAST COURT28
POOL DECK29
8'-8"
TRASHCHUTE
SPA
9'-10 1/4
"
05A5.1.3
05A5.1.1
05A5.1.2
RESIDENTIALLOBBY
200
TRASH CHUTE
TYPE B1a - 1BR203
BIO FILTRATIONPLANTER.
BIO FILTRATIONPLANTER
BIO FILTRATIONPLANTER
S.R.SMITH AXS1000 - aXs AQUATICLIFT SYSTEM
HOSE BIB
HOSE BIB
HOSE BIB
HOSE BIB
HOSE BIB
CLASS I STANDPIPELOCATION, TYP.
CLASS I STANDPIPELOCATION, TYP.
CLASS I STANDPIPELOCATION, TYP.
GENERAL REQUIREMENTS NOTES:1. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY
WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS,PUMPS, VALVES, METERS, APPURTENANCES, ETC) OR THE LOCATION OF THE HOOK-UP. THECONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES - WHETHER OR NOT THE LINESARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/ORADDITIONAL EXPENSES.
2. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWNSTREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDINGOR STRUCTURE CONTAINING THE FUEL GAS PIPING. SEPERATE PLUMBING PERMIT IS REQUIRED.
3. PROVIDE ULTRA LOWFLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWERHEADS AND TOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION.
4. SHOWER COMPARTMENTS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWERHEADS SHALL BEFINISHED WITH A SMOOTH, NONABSORBENT SURFACE TO A HEIGHT NOT LESS THAN 70 INCHES ABOVETHE DRAIN INLET. SECTION 1210.2.3. USE OF WATER RESISTANT GYPSUM BACKING BOARD SHALL BE ASSTATED IN SECTION 2509.3.
5. WATER HEATERS MUST BE STRAPPED TO A WALL. (SEC. 507.3, UPC)6. A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT
THE JOB SITE7. DOUBLE STRIPING OF STALLS SHALL BE PER ZONING CODE SECTION 12.21A5, CHART NO. 5.8. ATTIC VENTILATION OF 1/150 OF THE AREA OF VENTILATED SPACE (APPROXIMATLY 10SQ.IN. FOR EACH
10SQFT OF ATTIC AREA) IS REQ. (1203.2)9. AESTHETICS (GLARE). THE EXTERIOR OF THE PROPOSED STRUCTURE SHALL BE CONSTRUCTED OF
MATERIALS SUCH AS, BUT NOT LIMITED TO, HIGH-PERFORMANCE AND/OR NON-REFLECTIVE TINTEDGLASS (NO MIRROR LIKE TINTS OR FILMS) AND PRE-CAST CONCRETE OR FABRICATED WALL SURFACESTO MINIMIZE GLARE AND REFLECTIVE HEAT.
10. DETECTABLE WARNINGS SHALL BE PROVIDED WHERE REQUIRED BY SECTION 11B-274.1.211. LIVE/WORK UNITS ARE NOT PERMITTED TO HAVE EMPLOYEE'S AND ARE NOT PERMITTED TO OPEN TO
THE PUBLIC.
1. IN BUILDINGS USED FOR RESIDENTIAL OCCUPANCIES, DRAFT STOPS MUST BE INSTALLED IN WOODFRAME FLOOR CONSTRUCTION CONTAINING CONCEALED SPACE. DRAFTSTOPPING SHALL BELOCATED ABOVE AND INLINE WITH THE DWELLING UNIT AND SLEEPING UNIT SEPARATION (CBC718.3.3)
2. IN BUILDINGS USED FOR RESIDENTIAL OCCUPANCIES, DRAFT STOPS MUST BE INSTALLED IN THEATTIC FORMED BY COMBUSTIBLE CONSTRUCTION. DRAFTSTOPPING SHALL BE INSTALLED ABOVEAND INLINE WITH SLEEPING UNIT AND DWELLING UNIT SEPARATION WALLS THAT DO NOT EXTENDTO THEUNDERSIDE OF THE FLOOR SHEATHING ABOVE (CBC 718.4.3)
3. DRAFTSTOPPING MATERIALS MUST NOT BE LESS THAN 1/2" GYPSUM BOARD, 3/8" TYPE 2-MPARTICLE BOARD OR OTHER MATERIALS APPROVED BY THE BUILDING DEPARTMENT. DRAFT-STOPPING MUST BE ADEQUATELY SUPPORTED (CBC 718.3.1)
4. FIRE BLOCKING MUST BE PROVIDED IN ACCORDANCE WITH SECTION 718 AT THE FOLLOWINGLOCATIONS: IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURREDSPACES, AT THE CEILING AND FLOOR LEVELS (CBC 718.2.2); IN CONCEALED SPACES OF STUDWALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT 10-FOOT INTERVALS ALONG THE LENGTHOF THE WALL (CBC 718.2.2); AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL ANDHORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, COVE CEILINGS, AND SIMILARLOCATIONS (CBC 718.2.3); IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP ANDBOTTOM OF THE UN AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THEWALL UNDER THE STAIRS IS UNFINISHED (CBC 718.2.4); IN OPENINGS AROUND VENTS, PIPES,DUCTS, CHIMNEYS, FIREPLACES, AND SIMILAR OPENINGS WHICH AFFORD A PASSAGE FOR FIRE ATCEILING AND FLOOR LEVELS, WITH COMBUSTIBLE MATERIALS (CBC 718.2.5)
5. INTERIOR FINISH MATERIALS APPLIED TO WALLS AND CEILINGS SHALL BE TESTED AS SPECIFIED INSECTION 803.
6. THE BUILDING SHALL BE PROVIDED WITH A MANUAL ALARM SYSTEM WITH THE CAPABILITY TOSUPPORT VISIBLE ALARM NOTIFICATION APPLIANCES IN ACCORDANCE WITH NFPA 72 (CBC 907.2.9,907.5.2.3.3, 907.5.2.3.4).
7. AN AUTOMATIC SPRINKLER SYSTEM IS REQUIRED THROUGHOUT PER SECTION 903.2.8.8. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES
THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. THE MEANS OF EGRESSILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE AT THE WALKING SURFACE (CBC1006.1).
9. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTESAND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. THEINSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH SECTION 2702 (CBC1006.3).
10. EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS ATLEAST AN AVERAGE OF 1 FOOT-CANDLE (11 LUX) AND A MINIMUM AT ANY POINT OF 0.1 FOOT-CANDLE (1
LUX) MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BEPERMITTED TO DECLINE TO 0.6 FOOT-CANDLE (6 LUX) AVERAGE AND A MINIMUM AT ANY POINT OF 0.06
FOOT-CANDLE (0.6 LUX) AT THE END OF THE EMERGENCY LIGHTING TIME DURATION. A MAXIMUM-TO-MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED.
11. THE EXIT SIGNS SHALL ALSO BE CONNECTED TO AN EMERGENCY ELECTRICAL SYSTEM PROVIDED FROMSTORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR SET, AND THE SYSTEM SHALL BEINSTALLED IN ACCORDANCE WITH THE ELECTRICAL CODE.
12. A CLASS 'A' ROOF COVERING IS REQUIRED (1505.1, 7207.4).13. INTERIOR FINISH MATERIALS APPLIED TO WALLS CEILINGS AND FLOORS SHALL BE TESTED AS SPECIFIED IN
SECTION 803. 804 AND TABLE ON 803.914. THIS BUILDING AND GARAGE MUST BE EQUIPPED WITH AN AUTOMATIC FIRE EXTINGUISHING SYSTEM,
COMPLYING WITH NFPA-13; THE SPRINKLER SYSTEM SHALL BE APPROVED BY PLUMBING DIV. PRIOR TOINSTALLATION.
15. EXCEPTIONS TO, OR REDUCTION IN BUILDING CODE REQUIREMENTS BASED ON THE INSTALLATION OFAUTOMATIC FIRE EXTINGUISHING SYSTEM IS NOT ALLOWED WHEN UTILIZING NFPA-13R TYPE RESIDENTIALSPRINKLER SYSTEM ALLOWED FOR R OCCUPANCIES (903.2.8, 504.2, 506.3, T601 FOOTNOTE (D).
16. PROVIDE AUTOMATIC SPRINKLER SYSTEM AT TOP OF TRASH CHUTES AND WITHIN GROUND FLOOR TRASHROOMS
17. TOILET ROOMS SHALL HAVE A SMOOTH, HARD NON-ABSORBENT SURFACE SUCH AS PORTLAND CEMENT,CERAMIC TILE OR OTHER APPROVED MATERIAL THAT EXTENDS UPWARD ONTO WALLS AT LEAST 4"
18. WALLS AND PARTITIONS WITHIN 2 FEET OF SERVICE SINKS, URINALS, AND WATERCLOSETS SHALL HAVE ASMOOTH, HARD, NONABSORBENT SURFACE, TO A HEIGHT OF NOT LESS THAN 4 FEET ABOVE THE FLOOR,AND EXCEPT FOR THE STRUCTURAL ELEMENTS, THE MATERIALS USED IN SUCH WALLS SHALL BE OF A TYPETHAT IS NOT ADVERSELY AFFECTED BY MOISTURE (1210.2.2)
19. ONE ELEVATOR IN BUILDINGS FOUR OR MORE STORIES ABOVE OR BELOW GRADE PLANE SHALL BE OFSUCH A SIZE TO ACCOMODATE A 24-INCH BY 84-INCH AMBULANCE STRETCHER IN THE HORIZONTAL, OPENPOSITION AND SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL FOR EMERGENCY MEDICAL SERVICES.SEE 3002.4A FOR EXCEPTIONS (91.3002.4).20. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS
OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION 1205.2 OR SHALL BE PROVIDED WITHARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 10 FOOT CANDLES OVERTHE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL (1205.1 AND 1205.3).
21. A FIRE RETARDANT ROOF COVERING IS REQUIRED. CLASS A ROOF COVERING IS REQUIRED FOR ALLBUILDINGS LOCATED IN A VERY HIGH FIRE HAZARD SEVERITY ZONE.
22. PROVIDE ANTI-GRAFFITI FINISH AT THE FIRST 9 FEET, MEASURED FROM GRADE, AT EXTERIOR WALLS ANDDOORS. (6306)
23. BUILDING HAS AN EXIT ENCLOSURE CONNECTING MORE THAN 3-STORIES. PROVIDE AN APPROVEDSTAIRWAY SIGN INDICATING THE FLOOR LEVEL, TERMINUS OF THE TOP AND BOTTOM OF THE STAIR ANDTHE IDENTIFICATION NUMBER OF THE STAIR. IT SHALL BE LOCATED APPROXIMATELY 5 FT. ABOVE THEFLOOR LANDING AND BE READILY VISIBLE WHEN THE STAIR DOORS ARE IN AN OPEN OR CLOSED POSITION.(1022.9)
24. VERTICAL EXIT ENCLOSURES (1022.9).A. IN BUILDINGS WHERE A REQUIRED ACCESSIBLE FLOOR IS FOUR OR MORE STORIES ABOVE OR BELOW
THE LEVEL OF EXIT DISCHARGE, EGRESS ELEVATOR SHALL BE PROVIDED, SEE EXCEPTIONS (1007.2.1)B. PROVIDE 48" CLEAR WIDTH BETWEEN HANDRAILS (1007.3)C. PLATFORM LIFTS NOT ALLOWED AS PART OF ACCESSIBLE MEANS OF EGRESS (1007.5)D. MAX FORCE TO OPERATE DOORS IS LIMITED TO 15 LB (1007.3)E. SHOW LOCATION AND DIMENSION AREA OF REFUGE (1007.6)
i. SIZE: (2) 30" X 40" OR 1/200, WHICHEVER IS GREATER (1007.6.1)ii. SEPERATION FROM OTHER SPACE BY A SMOKE BARRIER (1007.6.2) (DETAIL CONSTRUCTION PER
SECTION 709)iii. NOTE: TWO-WAY COMMUNICATION REQUIRED (1007.6.3)iv. SIGNAGE ON DOOR OF AREA OF REFUGEv. EXTERIOR AREA OF REFUGE TO COMPLY WITH SECTION 1007.7.
23. EACH PANE OF SAFETY GLAZING INSTALLED IN HAZARDOUS LOCATIONS SHALL BE IDENTIFIED BY AMANUFACTURER'S DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION, THE MANUFACTURER ORINSTALLER AND THE SAFETY GLAZING STANDARD. THE FOLLOWING SHALL BE CONSIDERED SPECIFICHAZARDOUS LOCATIONS FOR THE PURPOSE OF SAFETY GLAZING.GLAZING IN (SECTION 2406):A. SWING DOORSB. FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIESC. UNFRAMED SWINGING DOORS.D. DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND
SHOWERSE. FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN 24 INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION
AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN THE 60 INCHES ABOVE THE WALKING SURFACE. READ CODE FOR EXCEPTIONSF. FIXED OR OPENABLE PANEL, OTHER THAN DESCRIBED IN ITEMS D AND E, WHICH MEETS THE
FOLLOWING CONDITIONS (READ CODE FOR EXCEPTION WITH SPECIAL INSTALLATION): i. EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SF
ii. EXPOSED BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR.iii. EXPOSED TOP EDGE GREATER THAN 36 INCHES HORIZONTALLY ABOVE THE FLOORiv. ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE PLANE OF
GLAZINGG. GUARDS AND RAILINGS REGARDLESS OF AREA OR HEIGHT ABOVE WALKING SURFACE.
INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN-FILL PANELS.H. ADJACENT TO STAIRWAYS WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY
IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE NOSE OF THE TREAD (READ CODE FOR EXCEPTION WITH SPECIAL INSTALLATION).
I. ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES HORIZONTALLY OF A WALKING SURFACE; WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE (READ CODE FOR EXCEPTION WITH SPECIAL INSTALLATION).
© Copyright Lorcan O'Herlihy Architects. If DWG is not 30" x 42", it is reduced
SHEET NO.
SHEET NAME
ARCHITECT'S STAMP
CONSULTANTS
KEY PLAN
KEY SECTION
ISSUED FOR:
NO: DESCRIPTION DATE
3
2
1
4
5
6
7
8
9
10
4700 Wilshire Blvd.Los Angeles, CA 90010P.323.860.4900
LORCANO'HERLIHYARCHITECTS4106 West Jefferson Blvd.Los Angeles, Ca 90016
t : 310.657.4363f : 310.657.4980
CIM
PROJECT NAME & ADDRESS
12/16
/ 2016
5:40
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A2.1.3
FLOOR PLAN - LEVEL 2
SMB / GranvilleMixed UseProject
1500 Granville AveLos Angeles, CA 90025
SCALE 3/32" = 1'-0" 2FLOOR PLAN - LEVEL 2
SCALE 11/4" = 1'-0"PLAN NOTES
UP
UP
UP
3
3
3
3
3
3
33
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
33
3
3
3
3
3
33
3
3
333
3
3
33
3
UP
3
33
3
33
3
3
33
3
3
3
3
3
3
3
3
3
3
3
UP
3
3
3
33
3
A3.1.12
A3.1.13
G.1
G.1
G.A
G.A
G.M
G.M
G.2
G.2
G.10
0.0
0.0
0.1
0.1
G.9
1
2
3
5
68
9
1014
15
19
1618
24
20
17
2122
2625
2728
3129
3032
33
3435
36
37
39
38B4041
42
A
B
C
DI
GH
KL
F M N O Q
R
S T
VU
23
12 13
11
J
A3.1.32
A3.1.42
1A4.1.1
2A4.1.1
1A4.1.2
2A4.1.2
4
7
TYPE C6 - 2BR304
A3.1.34
A3.1.31
TYPE B1b - 1BR303
TYPE C1 - 2BR301
TYPE B1a - 1BR302
TYPE C11 - 2BR305
TYPE B1a - 1BR306
TYPE B1b - 1BR307
TYPE B1b - 1BR309
TYPE B1a - 1BR310
TYPE C2b - 2BR311
TYPE C2a - 2BR312
TYPE B1b - 1BR313
TYPE C5 - 2BR314
TYPE B4 - 1BR315
TYPE C1 - 2BR316
TYPE B1a - 1BR317
TYPE B3 - 1BR318
TYPE A5 - STUDIO319
TYPE A2 - STUDIO320
TYPE C4 - 2BR321
TYPE A3 - STUDIO322
TYPE B2 - 1BR323
TYPE C3 - 2BR324
C7 TWO BEDROOMELEVATION E
325
TYPE B1a - 1BR326
TYPE C1 - 2BR327
TYPE C10b - 2BR328
TYPE C1 - 2BR329
TYPE C8 - 2BR330
C9 TWO BEDROOMELEVATION A
331
TYPE A4 - STUDIO332
TYPE B1a - 1BR333TYPE A1 - STUDIO
334
TYPE A1 - STUDIO335
TYPE B5 - 1BR336
TYPE A6 - STUDIO337
TYPE A4a - STUDIO338
TYPE C2c - 2BR339
A3.1.33
A3.1.35
A3.1.43
A3.1.44
A3.1.45
RESIDENTIALLOBBY
300 RESIDENTIALLOBBY300A
3A5.7.3
OPEN TO BELOW
3.1*
3.1*
3.1*
4.4
4.4
4.0
4.0
4.4
4.0
4.0
4.03.4
3.4
3.4
4.0
4.0 4.4
4.4
4.0
3.1*
3.1*
3.0
3.1*
3.1*
3.1*
3.1*
4.0
3.0
3.1*
4.4 4.0
4.0
4.4
4.4
4.0
4.0
4.4
4.4
4.0
4.4
4.4 4.0
3.1*
4.0
4.0
3.4
3.4
4.4
4.0
3.1*4.0
3.0
3.1*
4.0
3.1*
4.0
4.0
4.4
4.4
4.0
3.4
3.4 3.1*
3.4
3.4
4.0
4.0
3.1*
3.0
3.1*
4.0
4.0
4.4
4.4
4.4
3.1*
4.0
4.0
4.0
4.0
3.0
4.0
3.0
4.0
4.4
A3.1.41
STAIR05
STAIR04
ELEVATOR001
ELEVATOR002
CLOSET300C
CORRIDOR31
CORRIDOR33
CORRIDOR32
CORRIDOR36
31B
31D
34B
32C
32B
31A
36A
36C
31C
5A5.7.1
3A5.5.6
4A5.5.8
7A5.7.2
6A5.5.3
8'-8"
STAIR02
BRIDGE
BRIDGE
BRIDGE
CLASS I STANDPIPELOCATION, TYP.
CLASS I STANDPIPELOCATION, TYP.
CLASS I STANDPIPELOCATION, TYP.
GENERAL REQUIREMENTS NOTES:1. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY
WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS,PUMPS, VALVES, METERS, APPURTENANCES, ETC) OR THE LOCATION OF THE HOOK-UP. THECONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES - WHETHER OR NOT THE LINESARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/ORADDITIONAL EXPENSES.
2. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWNSTREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDINGOR STRUCTURE CONTAINING THE FUEL GAS PIPING. SEPERATE PLUMBING PERMIT IS REQUIRED.
3. PROVIDE ULTRA LOWFLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWERHEADS AND TOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION.
4. SHOWER COMPARTMENTS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWERHEADS SHALL BEFINISHED WITH A SMOOTH, NONABSORBENT SURFACE TO A HEIGHT NOT LESS THAN 70 INCHES ABOVETHE DRAIN INLET. SECTION 1210.2.3. USE OF WATER RESISTANT GYPSUM BACKING BOARD SHALL BE ASSTATED IN SECTION 2509.3.
5. WATER HEATERS MUST BE STRAPPED TO A WALL. (SEC. 507.3, UPC)6. A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT
THE JOB SITE7. DOUBLE STRIPING OF STALLS SHALL BE PER ZONING CODE SECTION 12.21A5, CHART NO. 5.8. ATTIC VENTILATION OF 1/150 OF THE AREA OF VENTILATED SPACE (APPROXIMATLY 10SQ.IN. FOR EACH
10SQFT OF ATTIC AREA) IS REQ. (1203.2)9. AESTHETICS (GLARE). THE EXTERIOR OF THE PROPOSED STRUCTURE SHALL BE CONSTRUCTED OF
MATERIALS SUCH AS, BUT NOT LIMITED TO, HIGH-PERFORMANCE AND/OR NON-REFLECTIVE TINTEDGLASS (NO MIRROR LIKE TINTS OR FILMS) AND PRE-CAST CONCRETE OR FABRICATED WALL SURFACESTO MINIMIZE GLARE AND REFLECTIVE HEAT.
10. DETECTABLE WARNINGS SHALL BE PROVIDED WHERE REQUIRED BY SECTION 11B-274.1.211. LIVE/WORK UNITS ARE NOT PERMITTED TO HAVE EMPLOYEE'S AND ARE NOT PERMITTED TO OPEN TO
THE PUBLIC.
1. IN BUILDINGS USED FOR RESIDENTIAL OCCUPANCIES, DRAFT STOPS MUST BE INSTALLED IN WOODFRAME FLOOR CONSTRUCTION CONTAINING CONCEALED SPACE. DRAFTSTOPPING SHALL BELOCATED ABOVE AND INLINE WITH THE DWELLING UNIT AND SLEEPING UNIT SEPARATION (CBC718.3.3)
2. IN BUILDINGS USED FOR RESIDENTIAL OCCUPANCIES, DRAFT STOPS MUST BE INSTALLED IN THEATTIC FORMED BY COMBUSTIBLE CONSTRUCTION. DRAFTSTOPPING SHALL BE INSTALLED ABOVEAND INLINE WITH SLEEPING UNIT AND DWELLING UNIT SEPARATION WALLS THAT DO NOT EXTENDTO THEUNDERSIDE OF THE FLOOR SHEATHING ABOVE (CBC 718.4.3)
3. DRAFTSTOPPING MATERIALS MUST NOT BE LESS THAN 1/2" GYPSUM BOARD, 3/8" TYPE 2-MPARTICLE BOARD OR OTHER MATERIALS APPROVED BY THE BUILDING DEPARTMENT. DRAFT-STOPPING MUST BE ADEQUATELY SUPPORTED (CBC 718.3.1)
4. FIRE BLOCKING MUST BE PROVIDED IN ACCORDANCE WITH SECTION 718 AT THE FOLLOWINGLOCATIONS: IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURREDSPACES, AT THE CEILING AND FLOOR LEVELS (CBC 718.2.2); IN CONCEALED SPACES OF STUDWALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT 10-FOOT INTERVALS ALONG THE LENGTHOF THE WALL (CBC 718.2.2); AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL ANDHORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, COVE CEILINGS, AND SIMILARLOCATIONS (CBC 718.2.3); IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP ANDBOTTOM OF THE UN AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THEWALL UNDER THE STAIRS IS UNFINISHED (CBC 718.2.4); IN OPENINGS AROUND VENTS, PIPES,DUCTS, CHIMNEYS, FIREPLACES, AND SIMILAR OPENINGS WHICH AFFORD A PASSAGE FOR FIRE ATCEILING AND FLOOR LEVELS, WITH COMBUSTIBLE MATERIALS (CBC 718.2.5)
5. INTERIOR FINISH MATERIALS APPLIED TO WALLS AND CEILINGS SHALL BE TESTED AS SPECIFIED INSECTION 803.
6. THE BUILDING SHALL BE PROVIDED WITH A MANUAL ALARM SYSTEM WITH THE CAPABILITY TOSUPPORT VISIBLE ALARM NOTIFICATION APPLIANCES IN ACCORDANCE WITH NFPA 72 (CBC 907.2.9,907.5.2.3.3, 907.5.2.3.4).
7. AN AUTOMATIC SPRINKLER SYSTEM IS REQUIRED THROUGHOUT PER SECTION 903.2.8.8. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES
THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. THE MEANS OF EGRESSILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE AT THE WALKING SURFACE (CBC1006.1).
9. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTESAND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. THEINSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH SECTION 2702 (CBC1006.3).
10. EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS ATLEAST AN AVERAGE OF 1 FOOT-CANDLE (11 LUX) AND A MINIMUM AT ANY POINT OF 0.1 FOOT-CANDLE (1
LUX) MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BEPERMITTED TO DECLINE TO 0.6 FOOT-CANDLE (6 LUX) AVERAGE AND A MINIMUM AT ANY POINT OF 0.06
FOOT-CANDLE (0.6 LUX) AT THE END OF THE EMERGENCY LIGHTING TIME DURATION. A MAXIMUM-TO-MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED.
11. THE EXIT SIGNS SHALL ALSO BE CONNECTED TO AN EMERGENCY ELECTRICAL SYSTEM PROVIDED FROMSTORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR SET, AND THE SYSTEM SHALL BEINSTALLED IN ACCORDANCE WITH THE ELECTRICAL CODE.
12. A CLASS 'A' ROOF COVERING IS REQUIRED (1505.1, 7207.4).13. INTERIOR FINISH MATERIALS APPLIED TO WALLS CEILINGS AND FLOORS SHALL BE TESTED AS SPECIFIED IN
SECTION 803. 804 AND TABLE ON 803.914. THIS BUILDING AND GARAGE MUST BE EQUIPPED WITH AN AUTOMATIC FIRE EXTINGUISHING SYSTEM,
COMPLYING WITH NFPA-13; THE SPRINKLER SYSTEM SHALL BE APPROVED BY PLUMBING DIV. PRIOR TOINSTALLATION.
15. EXCEPTIONS TO, OR REDUCTION IN BUILDING CODE REQUIREMENTS BASED ON THE INSTALLATION OFAUTOMATIC FIRE EXTINGUISHING SYSTEM IS NOT ALLOWED WHEN UTILIZING NFPA-13R TYPE RESIDENTIALSPRINKLER SYSTEM ALLOWED FOR R OCCUPANCIES (903.2.8, 504.2, 506.3, T601 FOOTNOTE (D).
16. PROVIDE AUTOMATIC SPRINKLER SYSTEM AT TOP OF TRASH CHUTES AND WITHIN GROUND FLOOR TRASHROOMS
17. TOILET ROOMS SHALL HAVE A SMOOTH, HARD NON-ABSORBENT SURFACE SUCH AS PORTLAND CEMENT,CERAMIC TILE OR OTHER APPROVED MATERIAL THAT EXTENDS UPWARD ONTO WALLS AT LEAST 4"
18. WALLS AND PARTITIONS WITHIN 2 FEET OF SERVICE SINKS, URINALS, AND WATERCLOSETS SHALL HAVE ASMOOTH, HARD, NONABSORBENT SURFACE, TO A HEIGHT OF NOT LESS THAN 4 FEET ABOVE THE FLOOR,AND EXCEPT FOR THE STRUCTURAL ELEMENTS, THE MATERIALS USED IN SUCH WALLS SHALL BE OF A TYPETHAT IS NOT ADVERSELY AFFECTED BY MOISTURE (1210.2.2)
19. ONE ELEVATOR IN BUILDINGS FOUR OR MORE STORIES ABOVE OR BELOW GRADE PLANE SHALL BE OFSUCH A SIZE TO ACCOMODATE A 24-INCH BY 84-INCH AMBULANCE STRETCHER IN THE HORIZONTAL, OPENPOSITION AND SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL FOR EMERGENCY MEDICAL SERVICES.SEE 3002.4A FOR EXCEPTIONS (91.3002.4).20. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS
OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION 1205.2 OR SHALL BE PROVIDED WITHARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 10 FOOT CANDLES OVERTHE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL (1205.1 AND 1205.3).
21. A FIRE RETARDANT ROOF COVERING IS REQUIRED. CLASS A ROOF COVERING IS REQUIRED FOR ALLBUILDINGS LOCATED IN A VERY HIGH FIRE HAZARD SEVERITY ZONE.
22. PROVIDE ANTI-GRAFFITI FINISH AT THE FIRST 9 FEET, MEASURED FROM GRADE, AT EXTERIOR WALLS ANDDOORS. (6306)
23. BUILDING HAS AN EXIT ENCLOSURE CONNECTING MORE THAN 3-STORIES. PROVIDE AN APPROVEDSTAIRWAY SIGN INDICATING THE FLOOR LEVEL, TERMINUS OF THE TOP AND BOTTOM OF THE STAIR ANDTHE IDENTIFICATION NUMBER OF THE STAIR. IT SHALL BE LOCATED APPROXIMATELY 5 FT. ABOVE THEFLOOR LANDING AND BE READILY VISIBLE WHEN THE STAIR DOORS ARE IN AN OPEN OR CLOSED POSITION.(1022.9)
24. VERTICAL EXIT ENCLOSURES (1022.9).A. IN BUILDINGS WHERE A REQUIRED ACCESSIBLE FLOOR IS FOUR OR MORE STORIES ABOVE OR BELOW
THE LEVEL OF EXIT DISCHARGE, EGRESS ELEVATOR SHALL BE PROVIDED, SEE EXCEPTIONS (1007.2.1)B. PROVIDE 48" CLEAR WIDTH BETWEEN HANDRAILS (1007.3)C. PLATFORM LIFTS NOT ALLOWED AS PART OF ACCESSIBLE MEANS OF EGRESS (1007.5)D. MAX FORCE TO OPERATE DOORS IS LIMITED TO 15 LB (1007.3)E. SHOW LOCATION AND DIMENSION AREA OF REFUGE (1007.6)
i. SIZE: (2) 30" X 40" OR 1/200, WHICHEVER IS GREATER (1007.6.1)ii. SEPERATION FROM OTHER SPACE BY A SMOKE BARRIER (1007.6.2) (DETAIL CONSTRUCTION PER
SECTION 709)iii. NOTE: TWO-WAY COMMUNICATION REQUIRED (1007.6.3)iv. SIGNAGE ON DOOR OF AREA OF REFUGEv. EXTERIOR AREA OF REFUGE TO COMPLY WITH SECTION 1007.7.
23. EACH PANE OF SAFETY GLAZING INSTALLED IN HAZARDOUS LOCATIONS SHALL BE IDENTIFIED BY AMANUFACTURER'S DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION, THE MANUFACTURER ORINSTALLER AND THE SAFETY GLAZING STANDARD. THE FOLLOWING SHALL BE CONSIDERED SPECIFICHAZARDOUS LOCATIONS FOR THE PURPOSE OF SAFETY GLAZING.GLAZING IN (SECTION 2406):A. SWING DOORSB. FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIESC. UNFRAMED SWINGING DOORS.D. DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND
SHOWERSE. FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN 24 INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION
AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN THE 60 INCHES ABOVE THE WALKING SURFACE. READ CODE FOR EXCEPTIONSF. FIXED OR OPENABLE PANEL, OTHER THAN DESCRIBED IN ITEMS D AND E, WHICH MEETS THE
FOLLOWING CONDITIONS (READ CODE FOR EXCEPTION WITH SPECIAL INSTALLATION): i. EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SF
ii. EXPOSED BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR.iii. EXPOSED TOP EDGE GREATER THAN 36 INCHES HORIZONTALLY ABOVE THE FLOORiv. ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE PLANE OF
GLAZINGG. GUARDS AND RAILINGS REGARDLESS OF AREA OR HEIGHT ABOVE WALKING SURFACE.
INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN-FILL PANELS.H. ADJACENT TO STAIRWAYS WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY
IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE NOSE OF THE TREAD (READ CODE FOR EXCEPTION WITH SPECIAL INSTALLATION).
I. ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES HORIZONTALLY OF A WALKING SURFACE; WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE (READ CODE FOR EXCEPTION WITH SPECIAL INSTALLATION).
© Copyright Lorcan O'Herlihy Architects. If DWG is not 30" x 42", it is reduced
SHEET NO.
SHEET NAME
ARCHITECT'S STAMP
CONSULTANTS
KEY PLAN
KEY SECTION
ISSUED FOR:
NO: DESCRIPTION DATE
3
2
1
4
5
6
7
8
9
10
4700 Wilshire Blvd.Los Angeles, CA 90010P.323.860.4900
LORCANO'HERLIHYARCHITECTS4106 West Jefferson Blvd.Los Angeles, Ca 90016
t : 310.657.4363f : 310.657.4980
CIM
PROJECT NAME & ADDRESS
12/16
/ 2016
5:40
: 18 P
MC:
\Us e
rs\gio
van n
ifrutta
ldo\D
ocum
ents\
1512
SM
Gran
ville _
giova
nni fru
ttaldo
.rvt
A2.1.4
FLOOR PLAN - LEVEL 3
SMB / GranvilleMixed UseProject
1500 Granville AveLos Angeles, CA 90025
SCALE 3/32" = 1'-0" 2FLOOR PLAN - LEVEL 3
SCALE 11/4" = 1'-0"PLAN NOTES
UP
UP
UP
3
3
3
3
3
3
33
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
33
3
3
3
3
3
33
3
3
333
3
3
33
3
UP
3
33
3
33
3
3
33
3
3
3
3
3
3
3
3
3
3
3
UP
3
3
3
33
3
A3.1.12
A3.1.13
G.1
G.A
G.A
G.M
G.M
G.2
G.10 G.10
0.0
0.0
0.1
0.1
G.9 G.9
1
2
3
5
68
9
1014
15
19
1618
24
20
1721
22
2625
2728
3129
3032
33
3435
36
37
3938B
40
41 42
A
B
C
DI
GH
KL
F M N O Q
R
S T
VU
23
1213
11
J
A3.1.32
A3.1.42
1A4.1.1
2A4.1.1
1A4.1.2
2A4.1.2
4
7
A3.1.34
A3.1.31
TYPE C1 - 2BR401
TYPE B1a - 1BR402
TYPE B1b - 1BR403
TYPE C6 - 2BR404
TYPE C11 - 2BR405
TYPE B1a - 1BR406
TYPE B1b - 1BR407
TYPE B1a - 1BR408
TYPE B1b - 1BR409
TYPE B1a - 1BR410
TYPE C2b - 2BR411
TYPE C2a - 2BR412
TYPE B1b - 1BR413
TYPE C5 - 2BR414
TYPE B4 - 1BR415
TYPE C1 - 2BR416
TYPE B1a - 1BR417
TYPE B3 - 1BR418
TYPE A5 - STUDIO419
TYPE A2 - STUDIO420
TYPE C4 - 2BR421
TYPE A3 - STUDIO422
TYPE C7 - 2BR425
TYPE B1a - 1BR426
TYPE C1 - 2BR427
TYPE B2 - 1BR423
TYPE C3 - 2BR424
TYPE C10b - 2BR428
TYPE C1 - 2BR429
TYPE C8 - 2BR430
TYPE C9 - 2BR431
TYPE A4 - STUDIO432
TYPE B1a - 1BR433
TYPE A1 - STUDIO434
TYPE A1 - STUDIO435
TYPE B5 - 1BR436
TYPE A6 - STUDIO437
TYPE A4a - STUDIO438
TYPE C2c - 2BR439
A3.1.33
A3.1.35
A3.1.43
A3.1.44
A3.1.45
RESIDENTIALLOBBY400A
STORAGE400B
3A5.7.3
A0.7.403
A0.7.411
A0.7.406
A0.7.409
A0.7.508
A0.7.503
A0.7.408
A0.7.405
A0.7.507
A0.7.504
A0.7.501
OPEN TO BELOW
RESIDENTIALLOBBY
400
STAIR16
3.1*
3.1* 3.0
4.4
4.03.4
3.03.0
3.0
3.4
4.4
4.4
4.4
3.1*
3.1*
4.04.04.03.4
3.1*
3.1*
4.0
4.0
4.4
4.4
4.4
4.0
4.0
4.4
4.0
3.1*3.1*
4.0
4.4
4.4
4.0
4.0
4.0
3.4
4.0
4.0
3.1*
4.0
4.0
4.0
4.4
4.4
4.0
3.0
3.0
4.0
3.1*
4.0
4.0
4.0
4.0
4.0
4.0
3.1*
4.0
4.0
4.4
4.4
3.0
3.0
A3.1.41
ELEVATOR001
ELEVATOR002
STAIR04
7'-4"
6'-10
3/8"
CLOSET400C
STAIR05
CORRIDOR41
CORRIDOR43
CORRIDOR45
CORRIDOR42
CORRIDOR46
41D
41B41C
42A
42B
46A
46C
44B
42C
INTERIOR PATIO44
6A5.7.1
5A5.5.6
5A5.5.8
7A5.5.3
5A5.7.2
8'-8"
BRIDGE
BRIDGE
BRIDGE
CLASS I STANDPIPELOCATION, TYP.
CLASS I STANDPIPELOCATION, TYP.
CLASS I STANDPIPELOCATION, TYP.
GENERAL REQUIREMENTS NOTES:1. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY
WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS,PUMPS, VALVES, METERS, APPURTENANCES, ETC) OR THE LOCATION OF THE HOOK-UP. THECONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES - WHETHER OR NOT THE LINESARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/ORADDITIONAL EXPENSES.
2. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWNSTREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDINGOR STRUCTURE CONTAINING THE FUEL GAS PIPING. SEPERATE PLUMBING PERMIT IS REQUIRED.
3. PROVIDE ULTRA LOWFLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWERHEADS AND TOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION.
4. SHOWER COMPARTMENTS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWERHEADS SHALL BEFINISHED WITH A SMOOTH, NONABSORBENT SURFACE TO A HEIGHT NOT LESS THAN 70 INCHES ABOVETHE DRAIN INLET. SECTION 1210.2.3. USE OF WATER RESISTANT GYPSUM BACKING BOARD SHALL BE ASSTATED IN SECTION 2509.3.
5. WATER HEATERS MUST BE STRAPPED TO A WALL. (SEC. 507.3, UPC)6. A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT
THE JOB SITE7. DOUBLE STRIPING OF STALLS SHALL BE PER ZONING CODE SECTION 12.21A5, CHART NO. 5.8. ATTIC VENTILATION OF 1/150 OF THE AREA OF VENTILATED SPACE (APPROXIMATLY 10SQ.IN. FOR EACH
10SQFT OF ATTIC AREA) IS REQ. (1203.2)9. AESTHETICS (GLARE). THE EXTERIOR OF THE PROPOSED STRUCTURE SHALL BE CONSTRUCTED OF
MATERIALS SUCH AS, BUT NOT LIMITED TO, HIGH-PERFORMANCE AND/OR NON-REFLECTIVE TINTEDGLASS (NO MIRROR LIKE TINTS OR FILMS) AND PRE-CAST CONCRETE OR FABRICATED WALL SURFACESTO MINIMIZE GLARE AND REFLECTIVE HEAT.
10. DETECTABLE WARNINGS SHALL BE PROVIDED WHERE REQUIRED BY SECTION 11B-274.1.211. LIVE/WORK UNITS ARE NOT PERMITTED TO HAVE EMPLOYEE'S AND ARE NOT PERMITTED TO OPEN TO
THE PUBLIC.
1. IN BUILDINGS USED FOR RESIDENTIAL OCCUPANCIES, DRAFT STOPS MUST BE INSTALLED IN WOODFRAME FLOOR CONSTRUCTION CONTAINING CONCEALED SPACE. DRAFTSTOPPING SHALL BELOCATED ABOVE AND INLINE WITH THE DWELLING UNIT AND SLEEPING UNIT SEPARATION (CBC718.3.3)
2. IN BUILDINGS USED FOR RESIDENTIAL OCCUPANCIES, DRAFT STOPS MUST BE INSTALLED IN THEATTIC FORMED BY COMBUSTIBLE CONSTRUCTION. DRAFTSTOPPING SHALL BE INSTALLED ABOVEAND INLINE WITH SLEEPING UNIT AND DWELLING UNIT SEPARATION WALLS THAT DO NOT EXTENDTO THEUNDERSIDE OF THE FLOOR SHEATHING ABOVE (CBC 718.4.3)
3. DRAFTSTOPPING MATERIALS MUST NOT BE LESS THAN 1/2" GYPSUM BOARD, 3/8" TYPE 2-MPARTICLE BOARD OR OTHER MATERIALS APPROVED BY THE BUILDING DEPARTMENT. DRAFT-STOPPING MUST BE ADEQUATELY SUPPORTED (CBC 718.3.1)
4. FIRE BLOCKING MUST BE PROVIDED IN ACCORDANCE WITH SECTION 718 AT THE FOLLOWINGLOCATIONS: IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURREDSPACES, AT THE CEILING AND FLOOR LEVELS (CBC 718.2.2); IN CONCEALED SPACES OF STUDWALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT 10-FOOT INTERVALS ALONG THE LENGTHOF THE WALL (CBC 718.2.2); AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL ANDHORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, COVE CEILINGS, AND SIMILARLOCATIONS (CBC 718.2.3); IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP ANDBOTTOM OF THE UN AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THEWALL UNDER THE STAIRS IS UNFINISHED (CBC 718.2.4); IN OPENINGS AROUND VENTS, PIPES,DUCTS, CHIMNEYS, FIREPLACES, AND SIMILAR OPENINGS WHICH AFFORD A PASSAGE FOR FIRE ATCEILING AND FLOOR LEVELS, WITH COMBUSTIBLE MATERIALS (CBC 718.2.5)
5. INTERIOR FINISH MATERIALS APPLIED TO WALLS AND CEILINGS SHALL BE TESTED AS SPECIFIED INSECTION 803.
6. THE BUILDING SHALL BE PROVIDED WITH A MANUAL ALARM SYSTEM WITH THE CAPABILITY TOSUPPORT VISIBLE ALARM NOTIFICATION APPLIANCES IN ACCORDANCE WITH NFPA 72 (CBC 907.2.9,907.5.2.3.3, 907.5.2.3.4).
7. AN AUTOMATIC SPRINKLER SYSTEM IS REQUIRED THROUGHOUT PER SECTION 903.2.8.8. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES
THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. THE MEANS OF EGRESSILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE AT THE WALKING SURFACE (CBC1006.1).
9. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTESAND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. THEINSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH SECTION 2702 (CBC1006.3).
10. EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS ATLEAST AN AVERAGE OF 1 FOOT-CANDLE (11 LUX) AND A MINIMUM AT ANY POINT OF 0.1 FOOT-CANDLE (1
LUX) MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BEPERMITTED TO DECLINE TO 0.6 FOOT-CANDLE (6 LUX) AVERAGE AND A MINIMUM AT ANY POINT OF 0.06
FOOT-CANDLE (0.6 LUX) AT THE END OF THE EMERGENCY LIGHTING TIME DURATION. A MAXIMUM-TO-MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED.
11. THE EXIT SIGNS SHALL ALSO BE CONNECTED TO AN EMERGENCY ELECTRICAL SYSTEM PROVIDED FROMSTORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR SET, AND THE SYSTEM SHALL BEINSTALLED IN ACCORDANCE WITH THE ELECTRICAL CODE.
12. A CLASS 'A' ROOF COVERING IS REQUIRED (1505.1, 7207.4).13. INTERIOR FINISH MATERIALS APPLIED TO WALLS CEILINGS AND FLOORS SHALL BE TESTED AS SPECIFIED IN
SECTION 803. 804 AND TABLE ON 803.914. THIS BUILDING AND GARAGE MUST BE EQUIPPED WITH AN AUTOMATIC FIRE EXTINGUISHING SYSTEM,
COMPLYING WITH NFPA-13; THE SPRINKLER SYSTEM SHALL BE APPROVED BY PLUMBING DIV. PRIOR TOINSTALLATION.
15. EXCEPTIONS TO, OR REDUCTION IN BUILDING CODE REQUIREMENTS BASED ON THE INSTALLATION OFAUTOMATIC FIRE EXTINGUISHING SYSTEM IS NOT ALLOWED WHEN UTILIZING NFPA-13R TYPE RESIDENTIALSPRINKLER SYSTEM ALLOWED FOR R OCCUPANCIES (903.2.8, 504.2, 506.3, T601 FOOTNOTE (D).
16. PROVIDE AUTOMATIC SPRINKLER SYSTEM AT TOP OF TRASH CHUTES AND WITHIN GROUND FLOOR TRASHROOMS
17. TOILET ROOMS SHALL HAVE A SMOOTH, HARD NON-ABSORBENT SURFACE SUCH AS PORTLAND CEMENT,CERAMIC TILE OR OTHER APPROVED MATERIAL THAT EXTENDS UPWARD ONTO WALLS AT LEAST 4"
18. WALLS AND PARTITIONS WITHIN 2 FEET OF SERVICE SINKS, URINALS, AND WATERCLOSETS SHALL HAVE ASMOOTH, HARD, NONABSORBENT SURFACE, TO A HEIGHT OF NOT LESS THAN 4 FEET ABOVE THE FLOOR,AND EXCEPT FOR THE STRUCTURAL ELEMENTS, THE MATERIALS USED IN SUCH WALLS SHALL BE OF A TYPETHAT IS NOT ADVERSELY AFFECTED BY MOISTURE (1210.2.2)
19. ONE ELEVATOR IN BUILDINGS FOUR OR MORE STORIES ABOVE OR BELOW GRADE PLANE SHALL BE OFSUCH A SIZE TO ACCOMODATE A 24-INCH BY 84-INCH AMBULANCE STRETCHER IN THE HORIZONTAL, OPENPOSITION AND SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL FOR EMERGENCY MEDICAL SERVICES.SEE 3002.4A FOR EXCEPTIONS (91.3002.4).20. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS
OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION 1205.2 OR SHALL BE PROVIDED WITHARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 10 FOOT CANDLES OVERTHE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL (1205.1 AND 1205.3).
21. A FIRE RETARDANT ROOF COVERING IS REQUIRED. CLASS A ROOF COVERING IS REQUIRED FOR ALLBUILDINGS LOCATED IN A VERY HIGH FIRE HAZARD SEVERITY ZONE.
22. PROVIDE ANTI-GRAFFITI FINISH AT THE FIRST 9 FEET, MEASURED FROM GRADE, AT EXTERIOR WALLS ANDDOORS. (6306)
23. BUILDING HAS AN EXIT ENCLOSURE CONNECTING MORE THAN 3-STORIES. PROVIDE AN APPROVEDSTAIRWAY SIGN INDICATING THE FLOOR LEVEL, TERMINUS OF THE TOP AND BOTTOM OF THE STAIR ANDTHE IDENTIFICATION NUMBER OF THE STAIR. IT SHALL BE LOCATED APPROXIMATELY 5 FT. ABOVE THEFLOOR LANDING AND BE READILY VISIBLE WHEN THE STAIR DOORS ARE IN AN OPEN OR CLOSED POSITION.(1022.9)
24. VERTICAL EXIT ENCLOSURES (1022.9).A. IN BUILDINGS WHERE A REQUIRED ACCESSIBLE FLOOR IS FOUR OR MORE STORIES ABOVE OR BELOW
THE LEVEL OF EXIT DISCHARGE, EGRESS ELEVATOR SHALL BE PROVIDED, SEE EXCEPTIONS (1007.2.1)B. PROVIDE 48" CLEAR WIDTH BETWEEN HANDRAILS (1007.3)C. PLATFORM LIFTS NOT ALLOWED AS PART OF ACCESSIBLE MEANS OF EGRESS (1007.5)D. MAX FORCE TO OPERATE DOORS IS LIMITED TO 15 LB (1007.3)E. SHOW LOCATION AND DIMENSION AREA OF REFUGE (1007.6)
i. SIZE: (2) 30" X 40" OR 1/200, WHICHEVER IS GREATER (1007.6.1)ii. SEPERATION FROM OTHER SPACE BY A SMOKE BARRIER (1007.6.2) (DETAIL CONSTRUCTION PER
SECTION 709)iii. NOTE: TWO-WAY COMMUNICATION REQUIRED (1007.6.3)iv. SIGNAGE ON DOOR OF AREA OF REFUGEv. EXTERIOR AREA OF REFUGE TO COMPLY WITH SECTION 1007.7.
23. EACH PANE OF SAFETY GLAZING INSTALLED IN HAZARDOUS LOCATIONS SHALL BE IDENTIFIED BY AMANUFACTURER'S DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION, THE MANUFACTURER ORINSTALLER AND THE SAFETY GLAZING STANDARD. THE FOLLOWING SHALL BE CONSIDERED SPECIFICHAZARDOUS LOCATIONS FOR THE PURPOSE OF SAFETY GLAZING.GLAZING IN (SECTION 2406):A. SWING DOORSB. FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIESC. UNFRAMED SWINGING DOORS.D. DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND
SHOWERSE. FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN 24 INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION
AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN THE 60 INCHES ABOVE THE WALKING SURFACE. READ CODE FOR EXCEPTIONSF. FIXED OR OPENABLE PANEL, OTHER THAN DESCRIBED IN ITEMS D AND E, WHICH MEETS THE
FOLLOWING CONDITIONS (READ CODE FOR EXCEPTION WITH SPECIAL INSTALLATION): i. EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SF
ii. EXPOSED BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR.iii. EXPOSED TOP EDGE GREATER THAN 36 INCHES HORIZONTALLY ABOVE THE FLOORiv. ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE PLANE OF
GLAZINGG. GUARDS AND RAILINGS REGARDLESS OF AREA OR HEIGHT ABOVE WALKING SURFACE.
INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN-FILL PANELS.H. ADJACENT TO STAIRWAYS WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY
IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE NOSE OF THE TREAD (READ CODE FOR EXCEPTION WITH SPECIAL INSTALLATION).
I. ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES HORIZONTALLY OF A WALKING SURFACE; WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE (READ CODE FOR EXCEPTION WITH SPECIAL INSTALLATION).
© Copyright Lorcan O'Herlihy Architects. If DWG is not 30" x 42", it is reduced
SHEET NO.
SHEET NAME
ARCHITECT'S STAMP
CONSULTANTS
KEY PLAN
KEY SECTION
ISSUED FOR:
NO: DESCRIPTION DATE
3
2
1
4
5
6
7
8
9
10
4700 Wilshire Blvd.Los Angeles, CA 90010P.323.860.4900
LORCANO'HERLIHYARCHITECTS4106 West Jefferson Blvd.Los Angeles, Ca 90016
t : 310.657.4363f : 310.657.4980
CIM
PROJECT NAME & ADDRESS
12/16
/ 2016
5:40
: 36 P
MC:
\Us e
rs\gio
van n
ifrutta
ldo\D
ocum
ents\
1512
SM
Gran
ville _
giova
nni fru
ttaldo
.rvt
A2.1.5
FLOOR PLAN - LEVEL 4
SMB / GranvilleMixed UseProject
1500 Granville AveLos Angeles, CA 90025
SCALE 3/32" = 1'-0" 2FLOOR PLAN - LEVEL 4
SCALE 11/4" = 1'-0"PLAN NOTES
UP
UP
UP
UP
3
3
3
3
3
3
33
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
3
33
3
33
3
3
3
3
3
3
33
3
3
333
3
3
33
3
UP
3
33
3
33
3
3
33
3
3
3
3
3
3
3
3
3
3
3
3
3
UP
3
3
3
33
3
A3.1.12
A3.1.13
G.1
G.A
G.A
G.M
G.M
G.2
G.10
0.0
0.0
0.1
0.1
G.9
1
2
3
5
68
9
1014
15
19
1618
24
20
1721
22
2625
2728
3129
3032
33
3435
36
37
39
38B4041
42
A
B
C
DI
GH
KL
F M N O Q
R
S T
VU
23
12 13
11
J
A3.1.32
A3.1.42
1A4.1.1
2A4.1.1
1A4.1.2
2A4.1.2
4
7TYPE C9 - 2BR
531
TYPE C6 - 2BR504
A3.1.34
A3.1.31
TYPE C1 - 2BR501
TYPE B1a - 1BR502
TYPE B1b - 1BR503
TYPE C11 - 2BR505
TYPE B1a - 1BR506
TYPE B1b - 1BR507
TYPE B1a - 1BR508
TYPE B1b - 1BR509
TYPE B1a - 1BR510
TYPE C2b - 2BR511
TYPE C2a - 2BR512
TYPE B1b - 1BR513
TYPE C5 - 2BR514
TYPE B4a - 1BR515
TYPE B1a - 1BR517
TYPE B3 - 1BR518
TYPE A5 - STUDIO519
TYPE A2 - STUDIO520
TYPE C4 - 2BR521
TYPE A3 - STUDIO522
TYPE B2 - 1BR523
TYPE C3 - 2BR524
TYPE C7 - 2BR525
TYPE A1 - STUDIO526
TYPE B1 - 1 BR527
TYPE C10b - 2BR528
TYPE C1 - 2BR529
TYPE C8 - 2BR530
TYPE A4 - STUDIO532
TYPE B1a - 1BR533TYPE A1 - STUDIO
534
TYPE A1 - STUDIO535
TYPE B5 - 1BR536
TYPE A6 - STUDIO537
TYPE A4a - STUDIO538
TYPE C2c - 2BR539
A3.1.33
A3.1.35
A3.1.43
A3.1.44
A3.1.45
TYPE C1 - 2BR516
RESIDENTIALLOBBY500A
3A5.7.3
A0.7.403
A0.7.411
A0.7.406
A0.7.409
A0.7.508
A0.7.503
A0.7.408
A0.7.405
A0.7.507
A0.7.504
A0.7.501
RESIDENTIALLOBBY
500
TERRACE54
OPEN TO BELOW
STAIR02
3.1*
3.1*
4.4
3.1* 4.3A
3.44.0
3.4
3.4
4.0
4.0
3.1*
3.0
3.1*
3.0
3.1*
4.0
4.0
4.44.4
4.0
3.1*
4.0
4.0
3.1*
4.0
4.0
4.4
4.4
4.0
3.1*4.0
4.0
4.0
4.0
4.4
3.4
4.0
4.4
4.0
4.0
3.1*
4.0
3.4
4.0
3.1*
3.0
4.0
4.0
4.4
4.4
4.0
4.0
4.4
4.4
3.1*
4.0
4.0
4.0
4.0
3.1* 3.1*
A3.1.41
7'-4"
ELEVATOR001
ELEVATOR002
STAIR04
6'-10
3/8"
CLOSET500C
2'-0"
CORRIDOR51
CORRIDOR53
CORRIDOR55
CORRIDOR52
CORRIDOR56
51A 52A
52C
52B
56A
56C
51B
51D
54B
51C
6A5.7.2
8A5.5.3
6A5.5.6
7A5.7.1
6A5.5.8
8'-8 1/2"
BRIDGE
BRIDGE
BRIDGE
CLASS I STANDPIPELOCATION, TYP.
CLASS I STANDPIPELOCATION, TYP.
CLASS I STANDPIPELOCATION, TYP.
A8.4.21
GENERAL REQUIREMENTS NOTES:1. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY
WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS,PUMPS, VALVES, METERS, APPURTENANCES, ETC) OR THE LOCATION OF THE HOOK-UP. THECONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES - WHETHER OR NOT THE LINESARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/ORADDITIONAL EXPENSES.
2. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWNSTREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDINGOR STRUCTURE CONTAINING THE FUEL GAS PIPING. SEPERATE PLUMBING PERMIT IS REQUIRED.
3. PROVIDE ULTRA LOWFLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWERHEADS AND TOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION.
4. SHOWER COMPARTMENTS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWERHEADS SHALL BEFINISHED WITH A SMOOTH, NONABSORBENT SURFACE TO A HEIGHT NOT LESS THAN 70 INCHES ABOVETHE DRAIN INLET. SECTION 1210.2.3. USE OF WATER RESISTANT GYPSUM BACKING BOARD SHALL BE ASSTATED IN SECTION 2509.3.
5. WATER HEATERS MUST BE STRAPPED TO A WALL. (SEC. 507.3, UPC)6. A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT
THE JOB SITE7. DOUBLE STRIPING OF STALLS SHALL BE PER ZONING CODE SECTION 12.21A5, CHART NO. 5.8. ATTIC VENTILATION OF 1/150 OF THE AREA OF VENTILATED SPACE (APPROXIMATLY 10SQ.IN. FOR EACH
10SQFT OF ATTIC AREA) IS REQ. (1203.2)9. AESTHETICS (GLARE). THE EXTERIOR OF THE PROPOSED STRUCTURE SHALL BE CONSTRUCTED OF
MATERIALS SUCH AS, BUT NOT LIMITED TO, HIGH-PERFORMANCE AND/OR NON-REFLECTIVE TINTEDGLASS (NO MIRROR LIKE TINTS OR FILMS) AND PRE-CAST CONCRETE OR FABRICATED WALL SURFACESTO MINIMIZE GLARE AND REFLECTIVE HEAT.
10. DETECTABLE WARNINGS SHALL BE PROVIDED WHERE REQUIRED BY SECTION 11B-274.1.211. LIVE/WORK UNITS ARE NOT PERMITTED TO HAVE EMPLOYEE'S AND ARE NOT PERMITTED TO OPEN TO
THE PUBLIC.
1. IN BUILDINGS USED FOR RESIDENTIAL OCCUPANCIES, DRAFT STOPS MUST BE INSTALLED IN WOODFRAME FLOOR CONSTRUCTION CONTAINING CONCEALED SPACE. DRAFTSTOPPING SHALL BELOCATED ABOVE AND INLINE WITH THE DWELLING UNIT AND SLEEPING UNIT SEPARATION (CBC718.3.3)
2. IN BUILDINGS USED FOR RESIDENTIAL OCCUPANCIES, DRAFT STOPS MUST BE INSTALLED IN THEATTIC FORMED BY COMBUSTIBLE CONSTRUCTION. DRAFTSTOPPING SHALL BE INSTALLED ABOVEAND INLINE WITH SLEEPING UNIT AND DWELLING UNIT SEPARATION WALLS THAT DO NOT EXTENDTO THEUNDERSIDE OF THE FLOOR SHEATHING ABOVE (CBC 718.4.3)
3. DRAFTSTOPPING MATERIALS MUST NOT BE LESS THAN 1/2" GYPSUM BOARD, 3/8" TYPE 2-MPARTICLE BOARD OR OTHER MATERIALS APPROVED BY THE BUILDING DEPARTMENT. DRAFT-STOPPING MUST BE ADEQUATELY SUPPORTED (CBC 718.3.1)
4. FIRE BLOCKING MUST BE PROVIDED IN ACCORDANCE WITH SECTION 718 AT THE FOLLOWINGLOCATIONS: IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURREDSPACES, AT THE CEILING AND FLOOR LEVELS (CBC 718.2.2); IN CONCEALED SPACES OF STUDWALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT 10-FOOT INTERVALS ALONG THE LENGTHOF THE WALL (CBC 718.2.2); AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL ANDHORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, COVE CEILINGS, AND SIMILARLOCATIONS (CBC 718.2.3); IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP ANDBOTTOM OF THE UN AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THEWALL UNDER THE STAIRS IS UNFINISHED (CBC 718.2.4); IN OPENINGS AROUND VENTS, PIPES,DUCTS, CHIMNEYS, FIREPLACES, AND SIMILAR OPENINGS WHICH AFFORD A PASSAGE FOR FIRE ATCEILING AND FLOOR LEVELS, WITH COMBUSTIBLE MATERIALS (CBC 718.2.5)
5. INTERIOR FINISH MATERIALS APPLIED TO WALLS AND CEILINGS SHALL BE TESTED AS SPECIFIED INSECTION 803.
6. THE BUILDING SHALL BE PROVIDED WITH A MANUAL ALARM SYSTEM WITH THE CAPABILITY TOSUPPORT VISIBLE ALARM NOTIFICATION APPLIANCES IN ACCORDANCE WITH NFPA 72 (CBC 907.2.9,907.5.2.3.3, 907.5.2.3.4).
7. AN AUTOMATIC SPRINKLER SYSTEM IS REQUIRED THROUGHOUT PER SECTION 903.2.8.8. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES
THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. THE MEANS OF EGRESSILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE AT THE WALKING SURFACE (CBC1006.1).
9. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTESAND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. THEINSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH SECTION 2702 (CBC1006.3).
10. EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS ATLEAST AN AVERAGE OF 1 FOOT-CANDLE (11 LUX) AND A MINIMUM AT ANY POINT OF 0.1 FOOT-CANDLE (1
LUX) MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BEPERMITTED TO DECLINE TO 0.6 FOOT-CANDLE (6 LUX) AVERAGE AND A MINIMUM AT ANY POINT OF 0.06
FOOT-CANDLE (0.6 LUX) AT THE END OF THE EMERGENCY LIGHTING TIME DURATION. A MAXIMUM-TO-MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED.
11. THE EXIT SIGNS SHALL ALSO BE CONNECTED TO AN EMERGENCY ELECTRICAL SYSTEM PROVIDED FROMSTORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR SET, AND THE SYSTEM SHALL BEINSTALLED IN ACCORDANCE WITH THE ELECTRICAL CODE.
12. A CLASS 'A' ROOF COVERING IS REQUIRED (1505.1, 7207.4).13. INTERIOR FINISH MATERIALS APPLIED TO WALLS CEILINGS AND FLOORS SHALL BE TESTED AS SPECIFIED IN
SECTION 803. 804 AND TABLE ON 803.914. THIS BUILDING AND GARAGE MUST BE EQUIPPED WITH AN AUTOMATIC FIRE EXTINGUISHING SYSTEM,
COMPLYING WITH NFPA-13; THE SPRINKLER SYSTEM SHALL BE APPROVED BY PLUMBING DIV. PRIOR TOINSTALLATION.
15. EXCEPTIONS TO, OR REDUCTION IN BUILDING CODE REQUIREMENTS BASED ON THE INSTALLATION OFAUTOMATIC FIRE EXTINGUISHING SYSTEM IS NOT ALLOWED WHEN UTILIZING NFPA-13R TYPE RESIDENTIALSPRINKLER SYSTEM ALLOWED FOR R OCCUPANCIES (903.2.8, 504.2, 506.3, T601 FOOTNOTE (D).
16. PROVIDE AUTOMATIC SPRINKLER SYSTEM AT TOP OF TRASH CHUTES AND WITHIN GROUND FLOOR TRASHROOMS
17. TOILET ROOMS SHALL HAVE A SMOOTH, HARD NON-ABSORBENT SURFACE SUCH AS PORTLAND CEMENT,CERAMIC TILE OR OTHER APPROVED MATERIAL THAT EXTENDS UPWARD ONTO WALLS AT LEAST 4"
18. WALLS AND PARTITIONS WITHIN 2 FEET OF SERVICE SINKS, URINALS, AND WATERCLOSETS SHALL HAVE ASMOOTH, HARD, NONABSORBENT SURFACE, TO A HEIGHT OF NOT LESS THAN 4 FEET ABOVE THE FLOOR,AND EXCEPT FOR THE STRUCTURAL ELEMENTS, THE MATERIALS USED IN SUCH WALLS SHALL BE OF A TYPETHAT IS NOT ADVERSELY AFFECTED BY MOISTURE (1210.2.2)
19. ONE ELEVATOR IN BUILDINGS FOUR OR MORE STORIES ABOVE OR BELOW GRADE PLANE SHALL BE OFSUCH A SIZE TO ACCOMODATE A 24-INCH BY 84-INCH AMBULANCE STRETCHER IN THE HORIZONTAL, OPENPOSITION AND SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL FOR EMERGENCY MEDICAL SERVICES.SEE 3002.4A FOR EXCEPTIONS (91.3002.4).20. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS
OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION 1205.2 OR SHALL BE PROVIDED WITHARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 10 FOOT CANDLES OVERTHE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL (1205.1 AND 1205.3).
21. A FIRE RETARDANT ROOF COVERING IS REQUIRED. CLASS A ROOF COVERING IS REQUIRED FOR ALLBUILDINGS LOCATED IN A VERY HIGH FIRE HAZARD SEVERITY ZONE.
22. PROVIDE ANTI-GRAFFITI FINISH AT THE FIRST 9 FEET, MEASURED FROM GRADE, AT EXTERIOR WALLS ANDDOORS. (6306)
23. BUILDING HAS AN EXIT ENCLOSURE CONNECTING MORE THAN 3-STORIES. PROVIDE AN APPROVEDSTAIRWAY SIGN INDICATING THE FLOOR LEVEL, TERMINUS OF THE TOP AND BOTTOM OF THE STAIR ANDTHE IDENTIFICATION NUMBER OF THE STAIR. IT SHALL BE LOCATED APPROXIMATELY 5 FT. ABOVE THEFLOOR LANDING AND BE READILY VISIBLE WHEN THE STAIR DOORS ARE IN AN OPEN OR CLOSED POSITION.(1022.9)
24. VERTICAL EXIT ENCLOSURES (1022.9).A. IN BUILDINGS WHERE A REQUIRED ACCESSIBLE FLOOR IS FOUR OR MORE STORIES ABOVE OR BELOW
THE LEVEL OF EXIT DISCHARGE, EGRESS ELEVATOR SHALL BE PROVIDED, SEE EXCEPTIONS (1007.2.1)B. PROVIDE 48" CLEAR WIDTH BETWEEN HANDRAILS (1007.3)C. PLATFORM LIFTS NOT ALLOWED AS PART OF ACCESSIBLE MEANS OF EGRESS (1007.5)D. MAX FORCE TO OPERATE DOORS IS LIMITED TO 15 LB (1007.3)E. SHOW LOCATION AND DIMENSION AREA OF REFUGE (1007.6)
i. SIZE: (2) 30" X 40" OR 1/200, WHICHEVER IS GREATER (1007.6.1)ii. SEPERATION FROM OTHER SPACE BY A SMOKE BARRIER (1007.6.2) (DETAIL CONSTRUCTION PER
SECTION 709)iii. NOTE: TWO-WAY COMMUNICATION REQUIRED (1007.6.3)iv. SIGNAGE ON DOOR OF AREA OF REFUGEv. EXTERIOR AREA OF REFUGE TO COMPLY WITH SECTION 1007.7.
23. EACH PANE OF SAFETY GLAZING INSTALLED IN HAZARDOUS LOCATIONS SHALL BE IDENTIFIED BY AMANUFACTURER'S DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION, THE MANUFACTURER ORINSTALLER AND THE SAFETY GLAZING STANDARD. THE FOLLOWING SHALL BE CONSIDERED SPECIFICHAZARDOUS LOCATIONS FOR THE PURPOSE OF SAFETY GLAZING.GLAZING IN (SECTION 2406):A. SWING DOORSB. FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIESC. UNFRAMED SWINGING DOORS.D. DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND
SHOWERSE. FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN 24 INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION
AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN THE 60 INCHES ABOVE THE WALKING SURFACE. READ CODE FOR EXCEPTIONSF. FIXED OR OPENABLE PANEL, OTHER THAN DESCRIBED IN ITEMS D AND E, WHICH MEETS THE
FOLLOWING CONDITIONS (READ CODE FOR EXCEPTION WITH SPECIAL INSTALLATION): i. EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SF
ii. EXPOSED BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR.iii. EXPOSED TOP EDGE GREATER THAN 36 INCHES HORIZONTALLY ABOVE THE FLOORiv. ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE PLANE OF
GLAZINGG. GUARDS AND RAILINGS REGARDLESS OF AREA OR HEIGHT ABOVE WALKING SURFACE.
INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN-FILL PANELS.H. ADJACENT TO STAIRWAYS WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY
IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE NOSE OF THE TREAD (READ CODE FOR EXCEPTION WITH SPECIAL INSTALLATION).
I. ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES HORIZONTALLY OF A WALKING SURFACE; WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE (READ CODE FOR EXCEPTION WITH SPECIAL INSTALLATION).
© Copyright Lorcan O'Herlihy Architects. If DWG is not 30" x 42", it is reduced
SHEET NO.
SHEET NAME
ARCHITECT'S STAMP
CONSULTANTS
KEY PLAN
KEY SECTION
ISSUED FOR:
NO: DESCRIPTION DATE
3
2
1
4
5
6
7
8
9
10
4700 Wilshire Blvd.Los Angeles, CA 90010P.323.860.4900
LORCANO'HERLIHYARCHITECTS4106 West Jefferson Blvd.Los Angeles, Ca 90016
t : 310.657.4363f : 310.657.4980
CIM
PROJECT NAME & ADDRESS
12/16
/ 2016
5:40
: 54 P
MC:
\Us e
rs\gio
van n
ifrutta
ldo\D
ocum
ents\
1512
SM
Gran
ville _
giova
nni fru
ttaldo
.rvt
A2.1.6
FLOOR PLAN - LEVEL 5
SMB / GranvilleMixed UseProject
1500 Granville AveLos Angeles, CA 90025
SCALE 3/32" = 1'-0" 2FLOOR PLAN - LEVEL 5
SCALE 11/4" = 1'-0"PLAN NOTES
UP
UP
UP
UP
UP
UP
UP
UP
A3.1.12
A3.1.13
G.1
G.A G.M
G.2
G.10
0.0 0.1
G.9
1
2
3
5
68
9
1014
15
19
1618
24
20
1721
22
2625
2728
3129
3032
33
3435
36 373938B4041
42
A
B
C
DI
GH
KL
F M N O Q
R
S T
VU
23
1213
11
J
A3.1.32
A3.1.42
1A4.1.1
2A4.1.1
1A4.1.2
2A4.1.2
4
7
A3.1.34
A3.1.31
A3.1.33
A3.1.35
A3.1.43
A3.1.44
A3.1.45
STAIR02
SEE SHEET A2.1.3 FOR COURTYARD BELOW
SOLAR PANEL AREA SOLAR PANEL AREA SOLAR PANEL AREA
3A5.7.3
A0.7.403
A0.7.411
A0.7.406
A0.7.409
A0.7.508
A0.7.503
A0.7.506
A0.7.408
A0.7.502
A0.7.505
A0.7.410
A0.7.405
A0.7.507
A0.7.504
A0.7.501
A3.1.41
3'-0"
3'-0"3'-
0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
5'-0"
2'-3 3/8"
STAIR04
1.8%
1.88%
1.98%
1.99%
1.57%
1.59%
3.42% 2.06%
2.09%
2.09%
1.7%
1.84% 1.7%
1.69%
1.54
%
1.35
%
1.55%
4A5.5.1
5A5.5.1
3A5.5.10
6'-8 7/8"
10'-4 5/8
"
4'-4 7
/8"
23'-4 3/8"
17'-5 7/8"
11'-3
5/8"
23'-2 7/8"
8'-0 1/2"
10'-3 3
/8"
18'-11 3/4"
4'-4 3
/4"
8'-3 1
/4"
12'-11 3/8"
17'-9
1/8"
9'-4 7/8"
31'-6
7/8"
7'-1 7
/8"
3'-0"
3'-0"
3'-0"
15'-3 3/4"
29'-9 1/2"
15'-3"
19'-7
1/2"
45'-3
"
27'-3"
24'-3
"
45'-6 3/8
"
66'-5 1/4"
66'-3
"
27'-3"
SEE A2.1.6 FORTERRACE BELOW
OPEN TO BELOW
RIDGE
RIDGE
RIDG
E
RIDGE
RIDG
E
RIDGE
RIDGE
RIDGE RIDG
E
RIDGE
RIDGE
2.26
%
1.88
%
1.69%
1.77%
1.27%
2.09%
9A5.5.3
2'-3 3/4"
5'-0"
1.74%
2.49%
2.42%
2.02%
1.93%
1.96%
1.92%
61A
A8.4.21
GENERAL REQUIREMENTS NOTES:1. THE CONSTRUCTION SHALL NOT RESTRICT A FIVE-FOOT CLEAR AND UNOBSTRUCTED ACCESS TO ANY
WATER OR POWER DISTRIBUTION FACILITIES (POWER POLES, PULL-BOXES, TRANSFORMERS, VAULTS,PUMPS, VALVES, METERS, APPURTENANCES, ETC) OR THE LOCATION OF THE HOOK-UP. THECONSTRUCTION SHALL NOT BE WITHIN TEN FEET OF ANY POWER LINES - WHETHER OR NOT THE LINESARE LOCATED ON THE PROPERTY. FAILURE TO COMPLY MAY CAUSE CONSTRUCTION DELAYS AND/ORADDITIONAL EXPENSES.
2. AN APPROVED SEISMIC GAS SHUTOFF VALVE WILL BE INSTALLED ON THE FUEL GAS LINE ON THE DOWNSTREAM SIDE OF THE UTILITY METER AND BE RIGIDLY CONNECTED TO THE EXTERIOR OF THE BUILDINGOR STRUCTURE CONTAINING THE FUEL GAS PIPING. SEPERATE PLUMBING PERMIT IS REQUIRED.
3. PROVIDE ULTRA LOWFLUSH WATER CLOSETS FOR ALL NEW CONSTRUCTION. EXISTING SHOWERHEADS AND TOILETS MUST BE ADAPTED FOR LOW WATER CONSUMPTION.
4. SHOWER COMPARTMENTS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWERHEADS SHALL BEFINISHED WITH A SMOOTH, NONABSORBENT SURFACE TO A HEIGHT NOT LESS THAN 70 INCHES ABOVETHE DRAIN INLET. SECTION 1210.2.3. USE OF WATER RESISTANT GYPSUM BACKING BOARD SHALL BE ASSTATED IN SECTION 2509.3.
5. WATER HEATERS MUST BE STRAPPED TO A WALL. (SEC. 507.3, UPC)6. A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT
THE JOB SITE7. DOUBLE STRIPING OF STALLS SHALL BE PER ZONING CODE SECTION 12.21A5, CHART NO. 5.8. ATTIC VENTILATION OF 1/150 OF THE AREA OF VENTILATED SPACE (APPROXIMATLY 10SQ.IN. FOR EACH
10SQFT OF ATTIC AREA) IS REQ. (1203.2)9. AESTHETICS (GLARE). THE EXTERIOR OF THE PROPOSED STRUCTURE SHALL BE CONSTRUCTED OF
MATERIALS SUCH AS, BUT NOT LIMITED TO, HIGH-PERFORMANCE AND/OR NON-REFLECTIVE TINTEDGLASS (NO MIRROR LIKE TINTS OR FILMS) AND PRE-CAST CONCRETE OR FABRICATED WALL SURFACESTO MINIMIZE GLARE AND REFLECTIVE HEAT.
10. DETECTABLE WARNINGS SHALL BE PROVIDED WHERE REQUIRED BY SECTION 11B-274.1.211. LIVE/WORK UNITS ARE NOT PERMITTED TO HAVE EMPLOYEE'S AND ARE NOT PERMITTED TO OPEN TO
THE PUBLIC.
1. IN BUILDINGS USED FOR RESIDENTIAL OCCUPANCIES, DRAFT STOPS MUST BE INSTALLED IN WOODFRAME FLOOR CONSTRUCTION CONTAINING CONCEALED SPACE. DRAFTSTOPPING SHALL BELOCATED ABOVE AND INLINE WITH THE DWELLING UNIT AND SLEEPING UNIT SEPARATION (CBC718.3.3)
2. IN BUILDINGS USED FOR RESIDENTIAL OCCUPANCIES, DRAFT STOPS MUST BE INSTALLED IN THEATTIC FORMED BY COMBUSTIBLE CONSTRUCTION. DRAFTSTOPPING SHALL BE INSTALLED ABOVEAND INLINE WITH SLEEPING UNIT AND DWELLING UNIT SEPARATION WALLS THAT DO NOT EXTENDTO THEUNDERSIDE OF THE FLOOR SHEATHING ABOVE (CBC 718.4.3)
3. DRAFTSTOPPING MATERIALS MUST NOT BE LESS THAN 1/2" GYPSUM BOARD, 3/8" TYPE 2-MPARTICLE BOARD OR OTHER MATERIALS APPROVED BY THE BUILDING DEPARTMENT. DRAFT-STOPPING MUST BE ADEQUATELY SUPPORTED (CBC 718.3.1)
4. FIRE BLOCKING MUST BE PROVIDED IN ACCORDANCE WITH SECTION 718 AT THE FOLLOWINGLOCATIONS: IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURREDSPACES, AT THE CEILING AND FLOOR LEVELS (CBC 718.2.2); IN CONCEALED SPACES OF STUDWALLS AND PARTITIONS, INCLUDING FURRED SPACES, AT 10-FOOT INTERVALS ALONG THE LENGTHOF THE WALL (CBC 718.2.2); AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL ANDHORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, COVE CEILINGS, AND SIMILARLOCATIONS (CBC 718.2.3); IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP ANDBOTTOM OF THE UN AND BETWEEN STUDS ALONG AND IN LINE WITH THE RUN OF STAIRS IF THEWALL UNDER THE STAIRS IS UNFINISHED (CBC 718.2.4); IN OPENINGS AROUND VENTS, PIPES,DUCTS, CHIMNEYS, FIREPLACES, AND SIMILAR OPENINGS WHICH AFFORD A PASSAGE FOR FIRE ATCEILING AND FLOOR LEVELS, WITH COMBUSTIBLE MATERIALS (CBC 718.2.5)
5. INTERIOR FINISH MATERIALS APPLIED TO WALLS AND CEILINGS SHALL BE TESTED AS SPECIFIED INSECTION 803.
6. THE BUILDING SHALL BE PROVIDED WITH A MANUAL ALARM SYSTEM WITH THE CAPABILITY TOSUPPORT VISIBLE ALARM NOTIFICATION APPLIANCES IN ACCORDANCE WITH NFPA 72 (CBC 907.2.9,907.5.2.3.3, 907.5.2.3.4).
7. AN AUTOMATIC SPRINKLER SYSTEM IS REQUIRED THROUGHOUT PER SECTION 903.2.8.8. THE MEANS OF EGRESS, INCLUDING THE EXIT DISCHARGE, SHALL BE ILLUMINATED AT ALL TIMES
THE BUILDING SPACE SERVED BY THE MEANS OF EGRESS IS OCCUPIED. THE MEANS OF EGRESSILLUMINATION LEVEL SHALL NOT BE LESS THAN 1 FOOT-CANDLE AT THE WALKING SURFACE (CBC1006.1).
9. THE EMERGENCY POWER SYSTEM SHALL PROVIDE POWER FOR A DURATION OF NOT LESS THAN 90 MINUTESAND SHALL CONSIST OF STORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR. THEINSTALLATION OF THE EMERGENCY POWER SYSTEM SHALL BE IN ACCORDANCE WITH SECTION 2702 (CBC1006.3).
10. EMERGENCY LIGHTING FACILITIES SHALL BE ARRANGED TO PROVIDE INITIAL ILLUMINATION THAT IS ATLEAST AN AVERAGE OF 1 FOOT-CANDLE (11 LUX) AND A MINIMUM AT ANY POINT OF 0.1 FOOT-CANDLE (1
LUX) MEASURED ALONG THE PATH OF EGRESS AT FLOOR LEVEL. ILLUMINATION LEVELS SHALL BEPERMITTED TO DECLINE TO 0.6 FOOT-CANDLE (6 LUX) AVERAGE AND A MINIMUM AT ANY POINT OF 0.06
FOOT-CANDLE (0.6 LUX) AT THE END OF THE EMERGENCY LIGHTING TIME DURATION. A MAXIMUM-TO-MINIMUM ILLUMINATION UNIFORMITY RATIO OF 40 TO 1 SHALL NOT BE EXCEEDED.
11. THE EXIT SIGNS SHALL ALSO BE CONNECTED TO AN EMERGENCY ELECTRICAL SYSTEM PROVIDED FROMSTORAGE BATTERIES, UNIT EQUIPMENT OR AN ON-SITE GENERATOR SET, AND THE SYSTEM SHALL BEINSTALLED IN ACCORDANCE WITH THE ELECTRICAL CODE.
12. A CLASS 'A' ROOF COVERING IS REQUIRED (1505.1, 7207.4).13. INTERIOR FINISH MATERIALS APPLIED TO WALLS CEILINGS AND FLOORS SHALL BE TESTED AS SPECIFIED IN
SECTION 803. 804 AND TABLE ON 803.914. THIS BUILDING AND GARAGE MUST BE EQUIPPED WITH AN AUTOMATIC FIRE EXTINGUISHING SYSTEM,
COMPLYING WITH NFPA-13; THE SPRINKLER SYSTEM SHALL BE APPROVED BY PLUMBING DIV. PRIOR TOINSTALLATION.
15. EXCEPTIONS TO, OR REDUCTION IN BUILDING CODE REQUIREMENTS BASED ON THE INSTALLATION OFAUTOMATIC FIRE EXTINGUISHING SYSTEM IS NOT ALLOWED WHEN UTILIZING NFPA-13R TYPE RESIDENTIALSPRINKLER SYSTEM ALLOWED FOR R OCCUPANCIES (903.2.8, 504.2, 506.3, T601 FOOTNOTE (D).
16. PROVIDE AUTOMATIC SPRINKLER SYSTEM AT TOP OF TRASH CHUTES AND WITHIN GROUND FLOOR TRASHROOMS
17. TOILET ROOMS SHALL HAVE A SMOOTH, HARD NON-ABSORBENT SURFACE SUCH AS PORTLAND CEMENT,CERAMIC TILE OR OTHER APPROVED MATERIAL THAT EXTENDS UPWARD ONTO WALLS AT LEAST 4"
18. WALLS AND PARTITIONS WITHIN 2 FEET OF SERVICE SINKS, URINALS, AND WATERCLOSETS SHALL HAVE ASMOOTH, HARD, NONABSORBENT SURFACE, TO A HEIGHT OF NOT LESS THAN 4 FEET ABOVE THE FLOOR,AND EXCEPT FOR THE STRUCTURAL ELEMENTS, THE MATERIALS USED IN SUCH WALLS SHALL BE OF A TYPETHAT IS NOT ADVERSELY AFFECTED BY MOISTURE (1210.2.2)
19. ONE ELEVATOR IN BUILDINGS FOUR OR MORE STORIES ABOVE OR BELOW GRADE PLANE SHALL BE OFSUCH A SIZE TO ACCOMODATE A 24-INCH BY 84-INCH AMBULANCE STRETCHER IN THE HORIZONTAL, OPENPOSITION AND SHALL BE IDENTIFIED BY THE INTERNATIONAL SYMBOL FOR EMERGENCY MEDICAL SERVICES.SEE 3002.4A FOR EXCEPTIONS (91.3002.4).20. EVERY SPACE INTENDED FOR HUMAN OCCUPANCY SHALL BE PROVIDED WITH NATURAL LIGHT BY MEANS
OF EXTERIOR GLAZED OPENINGS IN ACCORDANCE WITH SECTION 1205.2 OR SHALL BE PROVIDED WITHARTIFICIAL LIGHT THAT IS ADEQUATE TO PROVIDE AN AVERAGE ILLUMINATION OF 10 FOOT CANDLES OVERTHE AREA OF THE ROOM AT A HEIGHT OF 30 INCHES ABOVE THE FLOOR LEVEL (1205.1 AND 1205.3).
21. A FIRE RETARDANT ROOF COVERING IS REQUIRED. CLASS A ROOF COVERING IS REQUIRED FOR ALLBUILDINGS LOCATED IN A VERY HIGH FIRE HAZARD SEVERITY ZONE.
22. PROVIDE ANTI-GRAFFITI FINISH AT THE FIRST 9 FEET, MEASURED FROM GRADE, AT EXTERIOR WALLS ANDDOORS. (6306)
23. BUILDING HAS AN EXIT ENCLOSURE CONNECTING MORE THAN 3-STORIES. PROVIDE AN APPROVEDSTAIRWAY SIGN INDICATING THE FLOOR LEVEL, TERMINUS OF THE TOP AND BOTTOM OF THE STAIR ANDTHE IDENTIFICATION NUMBER OF THE STAIR. IT SHALL BE LOCATED APPROXIMATELY 5 FT. ABOVE THEFLOOR LANDING AND BE READILY VISIBLE WHEN THE STAIR DOORS ARE IN AN OPEN OR CLOSED POSITION.(1022.9)
24. VERTICAL EXIT ENCLOSURES (1022.9).A. IN BUILDINGS WHERE A REQUIRED ACCESSIBLE FLOOR IS FOUR OR MORE STORIES ABOVE OR BELOW
THE LEVEL OF EXIT DISCHARGE, EGRESS ELEVATOR SHALL BE PROVIDED, SEE EXCEPTIONS (1007.2.1)B. PROVIDE 48" CLEAR WIDTH BETWEEN HANDRAILS (1007.3)C. PLATFORM LIFTS NOT ALLOWED AS PART OF ACCESSIBLE MEANS OF EGRESS (1007.5)D. MAX FORCE TO OPERATE DOORS IS LIMITED TO 15 LB (1007.3)E. SHOW LOCATION AND DIMENSION AREA OF REFUGE (1007.6)
i. SIZE: (2) 30" X 40" OR 1/200, WHICHEVER IS GREATER (1007.6.1)ii. SEPERATION FROM OTHER SPACE BY A SMOKE BARRIER (1007.6.2) (DETAIL CONSTRUCTION PER
SECTION 709)iii. NOTE: TWO-WAY COMMUNICATION REQUIRED (1007.6.3)iv. SIGNAGE ON DOOR OF AREA OF REFUGEv. EXTERIOR AREA OF REFUGE TO COMPLY WITH SECTION 1007.7.
23. EACH PANE OF SAFETY GLAZING INSTALLED IN HAZARDOUS LOCATIONS SHALL BE IDENTIFIED BY AMANUFACTURER'S DESIGNATION SPECIFYING WHO APPLIED THE DESIGNATION, THE MANUFACTURER ORINSTALLER AND THE SAFETY GLAZING STANDARD. THE FOLLOWING SHALL BE CONSIDERED SPECIFICHAZARDOUS LOCATIONS FOR THE PURPOSE OF SAFETY GLAZING.GLAZING IN (SECTION 2406):A. SWING DOORSB. FIXED AND SLIDING PANELS OF SLIDING DOOR ASSEMBLIESC. UNFRAMED SWINGING DOORS.D. DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, BATHTUBS, AND
SHOWERSE. FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE OF THE GLAZING IS WITHIN 24 INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED POSITION
AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN THE 60 INCHES ABOVE THE WALKING SURFACE. READ CODE FOR EXCEPTIONSF. FIXED OR OPENABLE PANEL, OTHER THAN DESCRIBED IN ITEMS D AND E, WHICH MEETS THE
FOLLOWING CONDITIONS (READ CODE FOR EXCEPTION WITH SPECIAL INSTALLATION): i. EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SF
ii. EXPOSED BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR.iii. EXPOSED TOP EDGE GREATER THAN 36 INCHES HORIZONTALLY ABOVE THE FLOORiv. ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE PLANE OF
GLAZINGG. GUARDS AND RAILINGS REGARDLESS OF AREA OR HEIGHT ABOVE WALKING SURFACE.
INCLUDED ARE STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN-FILL PANELS.H. ADJACENT TO STAIRWAYS WITHIN 60 INCHES HORIZONTALLY OF THE BOTTOM TREAD OF A STAIRWAY
IN ANY DIRECTION WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE NOSE OF THE TREAD (READ CODE FOR EXCEPTION WITH SPECIAL INSTALLATION).
I. ADJACENT TO STAIRWAYS, LANDINGS, AND RAMPS WITHIN 36 INCHES HORIZONTALLY OF A WALKING SURFACE; WHEN THE EXPOSED SURFACE OF THE GLASS IS LESS THAN 60 INCHES ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE (READ CODE FOR EXCEPTION WITH SPECIAL INSTALLATION).
© Copyright Lorcan O'Herlihy Architects. If DWG is not 30" x 42", it is reduced
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4700 Wilshire Blvd.Los Angeles, CA 90010P.323.860.4900
LORCANO'HERLIHYARCHITECTS4106 West Jefferson Blvd.Los Angeles, Ca 90016
t : 310.657.4363f : 310.657.4980
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PROJECT NAME & ADDRESS
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A2.1.7
ROOF PLAN
SMB / GranvilleMixed UseProject
1500 Granville AveLos Angeles, CA 90025
SCALE 3/32" = 1'-0" 2FLOOR PLAN - ROOF
SCALE 11/4" = 1'-0"GENERAL PLAN NOTES