santa monica / granville - department of city...

11
BUILDING ELEMENT TYPE IA TYPE VA PRIMARY STRUCTURAL FRAME 3 1 BEARING WALLS 3 1 EXTERIOR 3 1 INTERIOR 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 420.2 FIRE-RESISTNACE RATING REQUIREMENTS FOR BLDG ELEMENTS (HOURS) PROJECT SPECIFIC CODE ANALYSIS: 508.3.1 ACCESSORY OCCUPANCIES Occupancies subsidiary to the main occupancies of the building or portion thereof. Aggregate accessory occupancies shall not occupy more than 10% of the area of the 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 506 for such accessory occupancies. 704.8.1 AUTOMATIC SPRINKLER SYSTEMS In buildings equipped throughout with an automatic sprinkler system in accordance with 903.3.1.1, the maximum allowable area of unprotected openings in occupancies shall be the same as the tabulated limitations for protected openings. 704.11 PARAPETS - EXCEPTION Where 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 in accordance with Section 704.8. 1023.6 EXTERIOR EXIT RAMPS AND STAIRWAY PROTECTION - EXCEPTION 2 Separation 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 remote exterior 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 the height 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 SIZE Net clear opening of 5.7 SF. CBC 1026.2.1 EMERGENCY ESCAPE AND RESCUE - MINIMUM DIMENSIONS Minimum 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 FLOOR Emergency 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 & 4 TRACT: PACIFIC FARMS TRACT MAP BOOK: 1, PAGES 43-44 A.P.N.: 4262-006-001 / 4262-006-004 / 4262-006-005 / 4262-006-006 / 4262-006-008 4262-006-030 STATE OF CA, LOS ANGELES COUNTY, CITY OF LOS ANGELES 58,381 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 ANGELES TRANSPORTATION IMPROVEMENT AND MITIGATION - - - - - 3:1 PER DENSITY BONUS (ON MENU INCENTIVE) 58,381 SF X 3 = 175,143 FT. 1ST FLOOR 2ND FLOOR 3RD FLOOR 4TH FLOOR 5TH FLOOR 173,125 SQ. FT. 56'-0" 56'-0" 4 STORY 154 UNIT MULTIFAMILY DWELLING OVER 1 STORY RETAIL OVER 2 STORY SUBTERRANEAN CLOSED PARKING GARAGE R2, B, M AND S2 MULTI-FAMILY (R2) TYPE VA LEASING OFFICE (B) TYPE IA REC. ROOMS (B) TYPE VA CLUB HOUSE (A3) TYPE VA RETAIL (M) TYPE IA GARAGE (S2) TYPE IA NFPA 13 THROUGHOUT TYPE VA 154,682 SF TYPE IA (RETAIL) 17,014 SF TYPE IA (RESIDENTIAL) 9,488 SF TYPE IA (PARKING) 131,006 SF TOTAL: 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 CODE WEST LOS ANGELES TRANSPORTATION IMPROVEMENT AND MITIGATION SPECIFIC PLAN LOS ANGELES FIRE CODE (LAFC 2014) AUTOMATIC SPRINKLER SYSTEM PER NFPA 13 MANUAL FIRE ALARM & SMOKE ALARM PER NFPA 72 CARBON 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 BY OTHERS, FOR THE COMPATIBILITY WITH THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL ITS DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND APPROVED BY THE BUILDING OFFICIAL. DEFERRED SUBMITTALS: 1. FIRE SPRINKLER SYSTEM 2. POOL 3. 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: CONSTRUCTION TYPE : TYPE IA TYPE IA TYPE IA TYPE IA TYPE IA TYPE IA TYPE 5A TYPE 5A TYPE 5A TYPE 5A TYPE 5A TYPE 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 SF 151,345 SF (TYPE VA RESI.) 253,939 SF MAX ALLOWABLE: UNLIMITED UNLIMITED UNLIMITED UNLIMITED UNLIMITED UNLIMITED 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 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 90010 P.323.860.4900 LORCAN O'HERLIHY ARCHITECTS 4106 West Jefferson Blvd. Los Angeles, Ca 90016 t : 310.657.4363 f : 310.657.4980 CIM PROJECT NAME & ADDRESS 12/16/2016 5:37:40 PM C:\Users\giovannifruttaldo\Documents\1512 SM Granville_giovannifruttaldo.rvt A0.0.1 PROJECT DATA SHEET SMB / Granville Mixed Use Project 1500 Granville Ave Los Angeles, CA 90025 SCALE 1 NTS SHEET INDEX SCALE 9 NTS VICINITY MAP SCALE 9 NTS FIRE RESISTIVE SCHEDULE SCALE 9 NTS AREA CALCULATIONS SCALE 16 NTS PROJECT INFORMATION SCALE 15 NTS AREA CALCULATIONS PER FLOOR Project Directory Discipline Contact Info CLIENT S. Santa Monica/E. Granville (LA) LLC 4700 Wilshire Blvd Los Angeles, CA 90010 PHONE: (323) 860-4900 EMAIL: [email protected] . ARCHITECT Lorcan O'Herlihy Architects 4106 west Jefferson Blvd. Los Angeles, CA 90035 PHONE: (310) 657-4363 FAX: (310) 567-4980 EMAIL: [email protected] . LAND SURVEYOR TBD . CIVIL Westcon Engineering Inc. 6355 Topanga Canyon Blvd #411 Woodland Hills, CA 91367 PHONE: (818) 226-0444 STRUCTURAL John Labib + Associates 319 Main Street PHONE: (213) 239-9600 FAX: (213) 239-9699 EMAIL: [email protected] . MEP TBD . LANDSCAPE LA Group Design Works INC. 24013 Ventura Blvd, Suite 201 Calabasas, CA 32302 PHONE: (818) 251-9718 EMAIL: [email protected] SEE NEXT PAGE FOR CONT. SHEET INDEX DRAWING NO. DRAWING NAME Set Group 100% SD 100 % DD Issued for Plan Check A5.2.30 Unnamed 00 - GENERAL A0.0.0 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 - GENERAL A0.3.1 GREEN BUILDING NOTES 00 - GENERAL A0.5.1 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 - GENERAL A0.6.0 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 ARCHITECTURAL A1.1.0 SITE SURVEY ARCHITECTURAL A1.1.1 SITE PLAN ARCHITECTURAL A1.1.3 SLAB PLAN - STREET LEVEL ARCHITECTURAL A1.1.4 SLAB PLAN - PODIUM LEVEL ARCHITECTURAL A2.0.1 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 ARCHITECTURAL A5.3.3 ENLARGED KITCHEN PLANS AND ELEVATIONS ARCHITECTURAL A5.3.4 ENLARGED KITCHEN PLANS AND ELEVATIONS ARCHITECTURAL A5.3.5 ENLARGED KITCHEN PLANS AND ELEVATIONS ARCHITECTURAL A5.3.6 ENLARGED KITCHEN PLANS AND ELEVATIONS ARCHITECTURAL A5.4.1 ENLARGED POOL ARCHITECTURAL A5.4.2 ENLARGED PLAZA ARCHITECTURAL A5.4.3 PLAZA SECTIONS ARCHITECTURAL A5.5.1 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 A 5.5.10 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 15 NTS PROJECT DIRECTORY

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Page 1: SANTA MONICA / GRANVILLE - Department of City Planningcityplanning.lacity.org/staffrpt/mnd/Pub_032317/ENV-2016-2364-A-1.pdf · the story in which they are located and shall not exceed

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

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

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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

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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

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POOL

4 STORIES O/ PODIUM4 STORIES O/ PODIUM

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(N) 154 UNIT APARTMENT BUILDING(R-2) OVER GROUND FLOOR RETAIL(M) OVER PARKING GARAGE (S-2)

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© Copyright Lorcan O'Herlihy Architects. If DWG is not 30" x 42", it is reduced

SHEET NO.

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4700 Wilshire Blvd.Los Angeles, CA 90010P.323.860.4900

LORCANO'HERLIHYARCHITECTS4106 West Jefferson Blvd.Los Angeles, Ca 90016

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1500 Granville AveLos Angeles, CA 90025

SCALE 1/16" = 1'-0" 1FLOOR PLAN - SITE PLAN

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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"

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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.

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KEY PLAN

KEY SECTION

ISSUED FOR:

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

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CIM

PROJECT NAME & ADDRESS

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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

Page 4: SANTA MONICA / GRANVILLE - Department of City Planningcityplanning.lacity.org/staffrpt/mnd/Pub_032317/ENV-2016-2364-A-1.pdf · the story in which they are located and shall not exceed

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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"

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16'-2

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259'-7 5/8"

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'-2 5/

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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

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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

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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

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ISSUED FOR:

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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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

Page 5: SANTA MONICA / GRANVILLE - Department of City Planningcityplanning.lacity.org/staffrpt/mnd/Pub_032317/ENV-2016-2364-A-1.pdf · the story in which they are located and shall not exceed

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'-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"

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'-2 5/

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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

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ING

P1

GARA

GE AC

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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

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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

Page 6: SANTA MONICA / GRANVILLE - Department of City Planningcityplanning.lacity.org/staffrpt/mnd/Pub_032317/ENV-2016-2364-A-1.pdf · the story in which they are located and shall not exceed

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

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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

Page 7: SANTA MONICA / GRANVILLE - Department of City Planningcityplanning.lacity.org/staffrpt/mnd/Pub_032317/ENV-2016-2364-A-1.pdf · the story in which they are located and shall not exceed

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

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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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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

Page 8: SANTA MONICA / GRANVILLE - Department of City Planningcityplanning.lacity.org/staffrpt/mnd/Pub_032317/ENV-2016-2364-A-1.pdf · the story in which they are located and shall not exceed

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A3.1.12

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A3.1.32

A3.1.42

1A4.1.1

2A4.1.1

1A4.1.2

2A4.1.2

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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:

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rs\gio

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ifrutta

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1512

SM

Gran

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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

Page 9: SANTA MONICA / GRANVILLE - Department of City Planningcityplanning.lacity.org/staffrpt/mnd/Pub_032317/ENV-2016-2364-A-1.pdf · the story in which they are located and shall not exceed

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A3.1.12

A3.1.13

G.1

G.A

G.A

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G.M

G.2

G.10 G.10

0.0

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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

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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

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4.4

4.4

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3.0

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4.0

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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

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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

Page 10: SANTA MONICA / GRANVILLE - Department of City Planningcityplanning.lacity.org/staffrpt/mnd/Pub_032317/ENV-2016-2364-A-1.pdf · the story in which they are located and shall not exceed

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

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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

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36

37

39

38B4041

42

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C

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F M N O Q

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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

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ISSUED FOR:

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

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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

Page 11: SANTA MONICA / GRANVILLE - Department of City Planningcityplanning.lacity.org/staffrpt/mnd/Pub_032317/ENV-2016-2364-A-1.pdf · the story in which they are located and shall not exceed

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A3.1.12

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A3.1.34

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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

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

5:41

: 01 P

MC:

\Us e

rs\gio

van n

ifrutta

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1512

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Gran

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giova

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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