2022-05-23_ATT Preliminary Development Plans.pdf — City Council Meeting Agenda, May 23, 2022

GSPublisherVersion 0.0.100.77
SCALE: AS NOTED
PLOT DATE:

PROJECT NO:

DRAWN BY: DOSALA Inc

REVISIONS
OWNER/ASSOCIATE/OTHER:

PROJECT:

GRAPHIC SCALE
SHEET NO.

SHEET TITLE
8902 Hubbard St
Culver City, CA 90232

ISSUED DRAWINGS

HUBBARD
A0.00

PROJECT DATA
Hubbard Habitat LLC

NO REVISION DATE
Heath Architect + Design, Inc.
[email protected]
p: 310.309.9919
12435 Washington Pl, Los Angeles, CA. 90066
THIS DRAWING IS THE PROPERTY OF Heath Architect,INC AND SHALL NOT BE USED OR REPRODUCED WITHOUT WRITTEN CONSENT.

THIS WORK SHALL ONLY BE EXECUTED ONCE ALL REQUIRED PERMITS ARE PULLED FROM CITY HALL 01 TOPOGRAPHY SURVEY
02 DEMOLITION
03 ARCHITECTURAL PLANS SET
04 STRUCTURAL PLANS SET
05 TITLE 24
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PAGE 1

DEMOLITION SITE PLAN

PROJECT DATA

GENERAL NOTES

GREEN BUILDING & BMP FORMS

LOT AREA CALCULATION

OVERALL SITE PLAN
OVERALL SITE PLAN_ADDITIONAL INFO

WINDOW ANALISIS

LANDSCAPE & HARDSCAPE FLOOR PLAN

LANDSCAPE & HARDSCAPE DETAILS

LANDSCAPE & HARDSCAPE SPECIFICATIONS
RESIDENCE A_FIRST FLOOR PLAN
RESIDENCE A_SECOND FLOOR PLAN
RESIDENCE A_ROOF PLAN
RESIDENCE A_WINDOW SCHEDULE
RESIDENCE A_DOOR SCHEDULE
RESIDENCE A_BUILDING SECTIONS
RESIDENCE A_BUILDING ELEVATIONS

RESIDENCE A & DETTACHED GARAGE ELEVATIONS
RESIDENCE B_FIRST FLOOR PLAN
RESIDENCE B_SECOND FLOOR PLAN
RESIDENCE B_ROOF PLAN
RESIDENCE B_WINDOW SCHEDULE
RESIDENCE B_DOOR SCHEDULE
RESIDENCE B_BUILDING SECTIONS
RESIDENCE B_BUILDING ELEVATIONS
RESIDENCE B_BUILDING ELEVATIONS

DETAILS

FOUNDATION / ROOF / FRAMING

STRUCTURAL DETAIL

STRUCTURAL NOTES
PAGE 1
PAGE 2
PAGE 3

HUBBARD

DIRECTORY

RELEVANT CODE

SHEETS INDEXPROJECT INFORMATION
8902 Hubbard St Culver City, CA 90232RESIDENCE
NaturalNAT.

Concrete
MaximumMAX.

MinimumMIN.Bottom ofB.O.

MechanicalMECH.BetweenBET.

Manufacturer(ed)MFR.BuildingBLDG.

MicrowaveMICRO.BlockBLK.

MetalMTL.BeamBM.

NumberNO.

ClearCLR.

On CenterO.C.

CeilingCLG.

PlywoodPLYWD.

ColumnCOL.

PaintedPTD.

CONC.

RisersR.

ContinuousCONT.

Rough OpeningR.O.

Roof RaftersR.R.

DiameterDIA.

ReversedREV.

Dimension(s)DIM.

RefrigeratorREF.

DishwasherDW.

RequiredREQ'D.

DrawingsDWGS.

SheetSHT.

ElevationELEV.

SimilarSIM.

EqualEQ.

SteelSTL.

Existing(E)
StructuralSTRUC.

ExteriorEXT.

SquareSQ.

Finish, FinishedFIN.

TreadsT.

FloorFL.

Tongue & GrooveT.&G.

FootingFT'G.

Top ofT.O.

GalvanizedGALV.

TypicalTYP.

GradeGR.

Unless Noted OtherwiseU.N.O.

Gypsum BoardGYP. BD.

Verify In FieldV.I.F.

HeaderHDR.

WasherW.

HeightHT.

WoodWD.

InteriorINT.

Light WeightLT. WT.

New(N)
InsulationINSUL.

ABBREVIATIONS

THE NOTES BELOW ARE INTENDED TO GIVE A GENERAL

OUTLINE OF THE WORK SCOPE FOR THE NEW SINGLE
FAMILY RESIDENCE LOCATED AT 8902 HUBBARD STREET
CULVER CITY, CA 90232. THE SCOPE OF THE WORK IS
NOT LIMITED TO THE NOTES BELOW.

DIV. 01 / GENERAL REQUIREMENTS

1.1. GENERAL CONTRACTOR TO PROVIDE CONTINUOUS

ON-SITE SUPERVISION DURING ALL PORTIONS OF
WORK DONE BY GENERAL CONTRACTOR’S

SUBCONTRACTORS (EXCEPT IN POSSIBLE SPECIFIC

INSTANCES BY EXPRESS AGREEMENT WITH CLIENT
& ARCHITECT)

1.2. GENERAL CONTRACTOR TO PROVIDE FULL SHOP

DRAWINGS, MOCKUPS, SAMPLES, AND SUBMITTALS

TO ARCHITECT FOR REVIEW PRIOR TO
FABRICATION.

1.3. GENERAL CONTRACTOR TO PROVIDE MOCKUP
ALLOWANCES.

DIV. 02 / EXISTING CONDITIONS

2.1 DEMOLITION OF EXISTING HOUSE, LANDSCAPE AND
HARDSCAPE.

DIV. 03 / CONCRETE

3.1. REINFORCED CONCRETE FOR WALL FOOTINGS,

COLUMN PADS, OR OTHER CONCRETE PER
STRUCTURAL.

3.2. REINFORCED, CONCRETE SLAB AT FRONT PORCH,
EXTERIOR PATIO AND GARAGE GROUND FLOOR.

3.3. CONCRETE LANDSCAPE PAVERS AT DRIVEWAY,
FRONT YARD AND SIDE YARDS. CONCRETE

MASONRY UNIT PLANTER WALLS NEAR NORTH AND
EAST PROPERTY LINES.

3.4 CONCRETE MASONRY UNIT SITE WALLS AT FRONT
YARD
DIV. 05 / METALS

5.1. STEEL STRUCTURE AS REQUIRED PER
STRUCTURAL.

5.2 PRE-FABRICATED POWDER COATED STEEL

GUARDRAILS AT STAIRS AND BALCONIES

5.3 PAINTED SURFACE MOUNTED DOWNSPOUTS
DIV. 06 / WOOD AND PLASTICS

6.1. WOOD BEAMS, POSTS, AND FRAMING AS REQUIRED
PER STRUCTURAL.

6.2. PLYWOOD SHEATHING AS REQUIRED PER
STRUCTURAL.

6.3. WOOD HANDRAIL AT INTERIOR STAIR ONLY.

6.4. IPE WOOD DECK AT BACKYARD AND DECKS.

DIV. 07 / THERMAL & MOISTURE PROTECTION

7.1. 2-PLY MODIFIED BITUMEN ROOFING

7.2. WATERPROOF AND FIRE-RATED DECK COATING AT

ROOF DECKS

7.3. WATERPROOFING, FLASHING AND SILL PANS WITH

BACK DAMS AND END DAMS AT WINDOWS AND
EXTERIOR DOORS.

7.4. WEATHER STRIPPING AT ALL EXTERIOR DOORS.

7.5. VAPOR BARRIER BELOW ALL CONCRETE SLABS.

7.6. WEATHER BARRIER: GRADE D BUILDING PAPER
OVER TYVEK HOUSEWRAP OR EQ.

7.7. STUCCO W/ ANTI FRACTURE MEMBRANE, INTEGRAL

COLOR OVER ASPHALT PAPER-BACKED METAL
LATH.

7.8. BATT INSULATION IN FLOOR CAVITIES. MINIMUM

R-VALUE PER ENERGY REPORT

7.9. SPRAY FOAM INSULATION IN ROOF/CEILING
CAVITIES; MINIMUM R-VALUE PER ENERGY REPORT.

7.10. FIBERGLASS MATT INSULATION AT EXTERIOR
WALLS AND ROOF. MINIMUM R VALUE PER ENERGY
REPORT.

7.11. LATICRETE HYDRO BAN WATERPROOF
ANTI-FRACTURE MEMBRANE OR EQ. OVER CEMENT

BOARD AT TILE WALLS AND TILE FLOORS IN
SHOWER.

7.12. ACOUSTICAL UNDERLAYMENT UNDER ENGINEERED
WOOD FLOORS THROUGHOUT.

DIV. 08 / DOORS & GLAZING

8.1. SEE DOOR & WINDOW SCHEDULE FOR SIZES AND

MATERIAL SPECIFICATIONS

8.2. CUSTOM WOOD FULL HEIGHT ENTRY DOOR.

8.3. INTERIOR DOORS: PRE-HUNG 32X80 SOLID CORE,

SINGLE PANEL WITH WOOD VENEER FINISH

8.4. DOOR HARDWARE, PROVIDE ALLOWANCE.

8.5. ALUMINUM CLAD WOOD DOORS AND WINDOWS
WITH DUAL PANE GLASS, FIXED UPPER TRANSOM.

8.6. SKYLIGHTS: PRE-FABRICATED, FIXED CURB
MOUNTED ACRYLIC DOME, ALUMINUM FRAME.

8.7. DUAL PANE, LOW-E TEMPERED GLASS AT WINDOWS
AND DOORS.

8.8. INSULATED STEEL SECTIONAL GARAGE DOOR WITH
WOOD CLADDING.

8.9. TILT-UP WOOD GARAGE DOOR
DIV. 09 / FINISHES

9.1. SEE FINISH SCHEDULE FOR FINISH SPECIFICATIONS

AND MATERIAL COST ALLOWANCES

9.2. 5/8" TYPE-X GYPSUM BOARD WALL SURFACES,
LEVEL 4 FINISH.

9.3. PAINT ALL INTERIOR GYPSUM BOARD SURFACES,
COLOR TBD, NON VOC PAINTS.

9.4. PLAIN SAWN, PRE-FINISHED ENGINEERED T&G

WOOD FLOORS THROUGHOUT INTERIORS EXCEPT
FOR BATHROOMS.

9.5. FLOOR TILE IN BATHROOMS, NARROW GROUT
JOINTS, OVER DUROCK SUBSTRATE.

9.6. WALL TILE IN BATHROOMS, THINSET ADHESIVE
OVER WATERPROOF ANTI-FRACTRURE MEMBRANE.

9.7. QUARTZ SLAB KITCHEN AND BATHROOM
COUNTERS.

9.8. PAINT GRADE APPLIED BASEBOARDS

THROUGHOUT
DIV. 10 / SPECIALTIES

10.1. SEALED DIRECT VENT GAS FIREPLACE AT FAMILY
AND DINING ROOMS. SEE APPLIANCE SCHEDULE
FOR SPECIFICATIONS.

DIV. 11 / EQUIPMENT

11.1. SEE EQUIPMENT AND APPLIANCE SCHEDULE FOR

QUANTITIES AND SPECIFICATIONS
DIV. 12 / FURNISHINGS & MILLWORK

12.1. INTERIOR MILLWORK, CUSTOM WOOD
- BUILT-IN CABINETS AND DESKS
- COUNTERTOP ASSEMBLIES THROUGHOUT
- MEDIA CABINETS
- STORAGE CABINETS
- BUILT-IN WINE RACKS
- BUILT-IN SHELVING

12.2 KITCHEN CABINETRY: PRE-FABRICATED

12.3 CUSTOM BATHROOM VANITIES
DIV. 21 / FIRE SPRINKLER (DESIGN BUILD)

21.1. FIRE SPRINKLERS & MAIN LINE CONNECTION,
DESIGN BUILD.

21.2. LAYOUT SUBJECT TO REVIEW BY ARCHITECT PRIOR
TO ORDERING OR INSTALLATION.

DIV. 22 / PLUMBING

22.1. SEE PLUMBING FIXTURE SCHEDULE FOR
SPECIFICATION, DESIGN-BUILD.

22.2. CONNECTIONS TO ALL FIXTURES AND EQUIPMENT,

COPPER WATER LINES, CAST IRON INTERIOR DRAIN
PIPES, BELOW GROUND ABS SEWER PIPING.

22.3. ROOF DRAINS AND OVERFLOWS, INTEGRAL

ROOFING GUTTERS, BELOW GROUND ABS STORM
DRAIN PIPING.

22.4. TANKLESS WATER HEATERS

22.5. AUTOMATIC WATER CIRCULATING PUMPS.

DIV. 23 / MECHANICAL

23.1. SEE MECHANICAL INTENT PLANS AND EQUIPMENT
SPECIFICATIONS, DESIGN-BUILD.

23.2 DUCTING, CONNECTIONS TO ALL EQUIPMENT,
RETURN AND SUPPLY REGISTERS.

DIV. 26 / ELECTRICAL

26.1. DESIGN-BUILD

26.2. CONNECTIONS TO ALL FIXTURES AND EQUIPMENT.

26.3. NEW 400 AMP SERVICE.

26.4. ELECTRICAL SERVICE AND METERS; MAIN

ELECTRICAL PANEL & SUBPANEL LOCATIONS,
PROVIDE ALLOWANCE.

26.5. LIGHTING CONTROL SYSTEM: LUTRON RA2 SELECT

W/ MAESTRO DIMMERS, MAESTRO SWITCHES AND
PICO SCENE KEYPADS.

26.6. SEE LIGHTING PLANS FOR FIXTURE LAYOUTS

26.7. SEE LIGHTING FIXTURE CUT SHEETS FOR

SPECIFICATIONS

26.8. CAR CHARGING OUTLET(S) IN GARAGE.

DIV. 27 / COMMUNICATIONS

27.1. PHONE / DATA OUTLETS & LOW VOLTAGE WIRING.

27.2. AUDIO VISUAL SYSTEM INTEGRATION.

DIV. 28 / ELECTRONIC SAFETY & SECURITY

28.1. SECURITY SYSTEM, PROVIDE ALLOWANCE
DIV. 32 / SITE WORK

32.1. TEMPORARY AND PERMANENT EXCAVATION AND
GRADING AS REQUIRED PER CIVIL.

32.2. PLANTING NOT IN SCOPE.

32.3. IRRIGATION DESIGN-BUILD.

32.4. WOOD FENCE WALL AT FRONT YARD.

32.5. WOOD PROPERTY FENCE AT SIDE YARDS AND
BACKYARD.

32.6. WOOD GATES AT SIDEYARDS.

32.7. RAISED AND IN-GROUND PLANTERS AT GRADE.

DIV. 33 / UTILITIES

33.1. COORDINATION OF NEW ELECTRICAL SERVICE.

33.2. STORM-WATER MANAGEMENT DESIGN PER CIVIL.

33.3. FILTERING PLANTERS DESIGN PER CIVIL.

33.4. RELOCATION OF GAS METER AND SEWER CLEAN
OUT. LOCATIONS TBD.

33.5. CONFIRMATION OF CONNECTION TO:
- WATER
- GAS
- SEWER
- INTERNET

EXCLUSIONS
- ALL PERMITS & FEES; OTHER THAN THOSE
SPECIFIED AS "INCLUDED".
- HAZARDOUS MATERIALS ABATEMENT; IF
NECESSARY.

PROJECT DESCRIPTION
2 NEW SINGLE FAMILY RESIDENCES W/ATTACHED AND
DETTACHED GARAGES AND ROOF DECKS.

PROJECT ADDRESS

JURISDICTION

CULVER CITY
APN
4206-011-001

LEGAL DESCRIPTION
LOT 87 OF TRACT 4161 PER MAP RECORD

CULVER CITY MUNICIPAL CODE
2019 CALIFORNIA BUILDING CODE
2019 CALIFORNIA RESIDENTIAL CODE
2019 CALIFORNIA PLUMBING CODE
2019 CALIFORNIA MECHANICAL CODE
2019 CALIFORNIA ENERGY CODE
2019 CALIFORNIA ELECTRICAL CODE
2019 CALIFORNIA GREEN BUILDING STANDARDS CODE
2019 CALIFORNIA FIRE CODE

ALL APPLICABLE COUNTY CODE RESOLUTIONS

AND AMENDMENTS

BUILDING CODE REQUIRMENTS

OCCUPANCY TYPE
R3/U

CONSTRUCTION TYPE
V-B

MAXIMUM ALLOWABLE STORIES
2 PROPOSED STORIES(RESIDENCE A & B)
2 FLOOR AREA CALCULATIONS

LOT SIZE
6,630 SQFT (PER SURVEY)

MAXIMUM BUILDING AREA
1,500 SQUARE FEET PLUS 40% OF NET LOT AREA NOT INCLUDING GARAGE OR OTHER NON-HABITABLE SPACE (CCMC 17.210.020
TABLE 2-3)
40% OF (6,630) + 1,500 = 4,152 SF MAX BUILDING AREA

1. THE APPROVAL OF PLANS AND SPECIFICATIONS DOES NOT PERMIT THE VIOLATION

OF ANY SECTION OF THE BUILDING CODE OR OTHER CITY ORDINANCE OR STATE LAW.

2. THE CONTRACTOR MUST PROVIDE PUBLIC PROTECTION IN ACCORDANCE WITH CBC SECTION 3306.1 FOR WORK ON ANY BUILDING AND STRUCTURE ADJACENT TO THE PUBLIC RIGHT-OF-WAY.

3. A COPY OF THE EVALUATION REPORT AND/OR CONDITIONS OF LISTING SHALL BE MADE AVAILABLE AT THE JOB SITE.

4. BUILDING & SAFETY WILL REQUIRE PUBLIC NOTIFICATION OF PENDING CONSTRUCTION.

5. HERS TESTING REQUIRED AS PER TITLE-24 ENERGY CALCULATIONS.

6. QUALITY INSULATION INSTALLATION (QII) REQUIRED AS PER TITLE-24 ENERGY CALCULATIONS.

7. QUALITY INSTALLATION OF SPRAY FOAM INSULATION REQUIRED AS PER TITLE-24 ENERGY CALCULATIONS.

8. DUCT LEAKAGE TEST REQUIRED AS PER TITLE-24 ENERGY CALCULATIONS.

SCOPE NOTES

GENERAL NOTES

PLOT PLAN
8902 Hubbard St Culver City, CA 90232

PARCEL MAP NOT TO SCALE

ZONING CODE REQUIRMENTS
ZONE
R2 (TWO-FAMILY RESIDENTIAL)

LAND USE DESIGNATION

LOW DENSITY TWO FAMILY

SPECIAL DESIGNATIONS
FIRE PROTECTION: YES
FIRE SPRINKLERS: YES
HILLSIDE AREA: NO / LANDSLIDE: NO
VERY HIGH FIRE HAZARD SEVERITY ZONE (VHFHSZ): NO
FLOOD ZONE: NO

MAXIMUM ALLOWABLE BUILDING HEIGHT
30'-0"

PROPOSED BUILDING HEIGHT
RESIDENCE A- 29'-0"

SETBACKS

YARD REQUIRED PROVIDED
FRONT: 15'-0" 15'-0"
SIDES: 4'-0" 4'-0"
REAR: 10'-0" 10'-0"

REQUIRED PARKING
TWO (2) STANDARD SIZE COVERED SPACES PER DWELLING UNIT

VICINITY MAP NOT TO SCALE

GRAPHIC SYMBOLS NOT TO SCALE

CUT LINE
1 A-3
N
A-1 BUILDING ELEVATIONS

NORTH ARROW
LEVEL

MATCH LINE SHADED PORTION

THE SIDE CONSIDERED

COLUMN LINE GRID

CEILING HEIGHT

GRASS AREA

SECTION LAND
SHEET A1.00 FOR ENLARGE SITE PLAN

HUBBARD STREET

DRIVEWAY ACCESS

LOT DIVISION LINE LOT DIVISION LINE

SIDE WALK TO RESPECT
ACCESS
ACCESS
CMU
WALL
6' H
WOOD
FENCE
6' H
PL 138,42'
PL
55 ,02'
PL 131,55'

NEIGHBOR'S GARAGE

NOT TO SCALE
RESIDENCE B- 29'-0"
“Environmental Programs and Operations Notes”
1) Solid waste handling and recyclable waste material handling shall be performed exclusively by the City or its authorized agents. The City Council may regulate, by ordinance or resolution, all aspects of solid waste handling and recyclable material handling, including, but not limited to, frequency of collection, means of collection and transportation, level of services, charges, fees, and nature, location and extent of providing solid waste handling services. 2) The City of Culver City shall provide waste disposal and recycling services for all construction & demolition projects within city limits in accordance with CCMC

5.01.010.

N
N
N
N

1.5" MAX
A
PROPOSED PLOT PLAN 3/32" = 1'-0"
±0'-0"

JOB SITE
APN: 4206-011-001

JOB SITE
APN: 4206-011-001
8'-0"
ARCHITECT:

HEATH, AECHITECT + DESIGN,INC
12435 WASHINGTON PL LA, CA 90066
CONTACT: STEVEN HEATH
PHONE: (310) 823-0309
EMAIL: [email protected]

STRUCTURAL ENGINEERING

BERKOZ AND ASSOC, INC
5530 CORBIN AVE #355 TARZANA, CA
91356
CONTACT: NACI
PHONE: (818) 668-8589
EMAIL:

TITLE 24 ENERGY CALCULATIONS

SOLARY, INC
22028 VENTURA BLVD #207
WOODLAND HILLS,CA 91364
PHONE: (818) 347 6096
EMAIL: [email protected]
TOPOGRAPHY SURVEY:

GMON Surveying, INC
200 N, SAN FERNANDO Rd #318, LA CA
90031
CONTACT: GERARDO
PHONE: (818) 478-2017
EMAIL:[email protected]
GEOTECHNICAL :

LK Geothechnical Eng, INC
10120 National BLVD, LA CA 90034
CONTACT: SEAN LIN
PHONE: (626) 328-4346
(N) DETTACHED

ONE CAR
GARAGE
(N)TWO CAR
GARAGE
(N)ONE CAR
GARAGE
(N) 2- STORY SFD.

RESIDENCE A
(N) 2- STORY SFD.

RESIDENCE B

GSPublisherVersion 0.0.100.77
SCALE: AS NOTED
PLOT DATE:

PROJECT NO:

DRAWN BY: DOSALA Inc

REVISIONS
OWNER/ASSOCIATE/OTHER:

PROJECT:

GRAPHIC SCALE
SHEET NO.

SHEET TITLE
8902 Hubbard St
Culver City, CA 90232

ISSUED DRAWINGS

HUBBARD
2/16/2022
A0.12

LOT AREA CALCULATION
Hubbard Habitat LLC

THIS WORK SHALL ONLY BE EXECUTED ONCE ALL REQUIRED PERMITS ARE PULLED FROM CITY HALL

HUBBARD STREET

DRIVEWAY ACCESS

LOT DIVISION LINE LOT DIVISION LINE

SIDE WALK TO RESPECT
ACCESS
ACCESS
15' REQ. SETBACK
15' REQ. SETBACK
4'-4"
10'
15'-6" 1ST F SETBACK
15'-1" 2ND F SETBACK
CMU
WALL
6' H
WOOD
FENCE
6' H
PL 138,42'
PL
55 ,02'
PL 131,55'

NEIGHBOR'S GARAGE

HUBBARD STREET

DRIVEWAY ACCESS

LOT DIVISION LINE LOT DIVISION LINE

SIDE WALK TO RESPECT
ACCESS
ACCESS
CMU
WALL
6' H
WOOD
FENCE
6' H
PL 138,42'
PL
55 ,02'
PL 131,55'

NEIGHBOR'S GARAGE
N
HARDSCAPE AREA 1/8" = 1'-0"
1ST FLOOR AREA CALCULATION 3/32" = 1'-0"
2ND FLOOR AREA CALCULATION 3/32" = 1'-0"
FRONT YARD (665 SQFT)
PATHWAY HARDSCAPE: PER CCMC, A PEDESTRIAN PATH LEADING TO THE FRONT DOOR OR PORCH IS ALLOWED AS LONG AS:

1. THE PEDESTRIAN PATH IS NO MORE THAN 4 FEET IN WIDTH.

2. IT IS SEPARATED FROM THE DRIVEWAY BY AT LEAST 3 FEET LANDSCAPED.

3. IF CONNECTED TO THE DRIVEWAY, THE CONNECTION SHALL NOT BE MORE THAN 4 FEET.

MAX. ALLOWED HARDSCAPE: 25% X 665 SQFT(FrontYard) = 166 SF MAX PROVIDED HARDSCAPE: 16 SQFT(PATHWAY)+ 150 SQFT(DRIVEWAY)= 166 SQFT * SEE BELOW DRIVEWAY HARDSCAPE NOTES
ONE CAR GARAGE 244 SQFT (EXEMPT)
RESIDENCE B. 1ST FLOOR AREA_927 SQFT
ONE CAR GARAGE 224 SQFT (EXEMPT)
RESIDENCE A. 1ST FLOOR AREA_935 SQFT
RESIDENCE B. 2ND FLOOR AREA_1148 SQFTRESIDENCE A. 2ND FLOOR AREA_1140 SQFT TWO CAR GARAGE 430 SQFT (EXEMPT)
RESIDENCE B_ 2075 SQFT TotalRESIDENCE A_ 2075 SQFT Total

RESIDENCE A RESIDENCE B

RESIDENCE A RESIDENCE B
GSPublisherVersion 0.0.100.77
SCALE: AS NOTED
PLOT DATE:

PROJECT NO:

DRAWN BY: DOSALA Inc

REVISIONS
OWNER/ASSOCIATE/OTHER:

PROJECT:

GRAPHIC SCALE
SHEET NO.

SHEET TITLE
8902 Hubbard St
Culver City, CA 90232

ISSUED DRAWINGS

HUBBARD
2/16/2022
A1.00

OVERALL SITE PLAN
Hubbard Habitat LLC

THIS WORK SHALL ONLY BE EXECUTED ONCE ALL REQUIRED PERMITS ARE PULLED FROM CITY HALL SITE PLAN NOTES:

1. OWNER SHALL REPAIR OR REPLACE ANY DAMAGED, DEFECTIVE, OFF-GRADE, OR

ANY NON-CONFORMING SIDEWALK, DRIVEWAY APPROACH, OR NON-CONFORMING

CONDITIONS THAT EXIST IN THE PUBLIC RIGHT OF WAY AND BE CONSIDERED HAZARDOUS BY THE CITY ENGINEER (MUNICIPAL ORDINANCE 9.08.415). THIS WORK

WILL REQUIRE A SEPARATE PERMIT THROUGH ENGINEERING DIVISION AND MUST

BE OBTAINED BY A LICENSED CONTRACTOR AND COMPLETED PRIOR TO FINAL INSPECTION.

2. ANY WORK PROPOSED IN THE PUBLIC RIGHT OF WAY TO INCLUDE DRIVEWAY

RECONSTRUCTION REQUIRES A SEPARATE PLAN SUBMITTAL, REVIEW, APPROVAL, AND PERMIT THROUGH ENGINEERING DIVISION.

3. SWIMMING POOL DRAIN LINE SHALL CONNECT TO SANITARY SEWER.

4. (N) DRIVEWAY, DRIVEWAY APRON AND ALL OFF SITE WORK IS SHOWN FOR REFERENCE ONLY. SEE PERMIT #: XXXX FOR CONSTRUCTION.

5. PARKWAY SHALL BE IMPROVED ACCORDING TO PARKWAY PLANTING GUIDELINES TO THE SATISFACTION OF THE PUBLIC WORKS INSPECTOR.

NOTE:
- SEE SHEET TS FOR TOPOGRAPHY SURVEY
- SEE SHEET A1.03 FOR LANDSCAPE & HARDSCAPE INFO.

NEW 2-STORY SFD
(RESIDENCE A)
NEW 2-STORY SFD
(RESIDENCE B)

NEW ONE CAR
GARAGE
(RESIDENCE A)

HUBBARD STREET

DRIVEWAY ACCESS

LOT DIVISION LINE LOT DIVISION LINE

SIDE WALK TO RESPECT
ACCESS
ACCESS
38'-1" 19'-3" PROPOSED BACKUP 28'-0"
10' 12'-8" 3' 18'-3"
8'-4"
GARAGE 10'-6"
8'
19'-3" 4'
SET BACK 15'-2" RESIDENCE A- 39'-8" COURTYARD 10'-10" GARAGE 11'-8" COURTYARD 11'-4" RESIDENCE B- 33'-1" SET BACK 10'-6" GARAGE 19'-4" 6'-3" 10'-7" 4'
RESIDENCE B- 36'-5"
11'-2" RESIDENCE B- 38'-6" 4'-4"
1'-8"
2'-7"
4'-3"
GARAGE 11'-8"
21' 4'-4"
5'-6" GARAGE 21'-6" 6'-4" 13' 4'-4"
RESIDENCE B- 40'-10"
16'-6" DECKING- 21'-4"
4'-4"
PROPOSED BACKUP 26'-1"
11'-5"
3'-8"4'-4"
15'-1"
9'-5"
3' FACING TRUNK 9'-6"
FACING TRUNK 7'-5"
(E)TREE TO RESPECT
200 AMP MAIN ELECTRICAL PANEL IN WEATHPROOF
ENCLOSURE.SEE PLAN NOTES FOR EVCS REQUIREMENTS

WALL MOUNTED

TANKLESS GAS

WATER HEATERS

CONCRETE PATHWAY

WITH GRAVEL IN BETWEEN

WALL MOUNTED TANKLESS GAS

WATER HEATERS
200 AMP MAIN ELECTRICAL PANEL IN WEATHPROOF
ENCLOSURE.SEE PLAN NOTES FOR EVCS REQUIREMENTS

TRASH BINS

CONCRETE

LANDING

CONCRETE

LANDING
PATHWAY HARDSCAPE: PER CCMC, A PEDESTRIAN PATH LEADING TO THE FRONT DOOR OR PORCH IS ALLOWED AS LONG AS:
1- THE PEDESTRIAN PATH IS NO MORE THAN 4 FEET IN WIDTH. 2- IT IS SEPARATED FROM THE DRIVEWAY BY AT LEAST 3 FEET LANDSCAPED. 3- IF CONNECTED TO THE DRIVEWAY, THE CONNECTION SHALL NOT BE MORE THAN 4 FEET.

GAS METER

GAS METER
FENCE CMU WALL 6' H
FENCE CMU WALL 6' H
CMU
WALL
6' H

FUTURE SWIMMING POOL

UNDER SEPARATE
PERMIT
WOOD
FENCE
6' H
PL 138,42'
PL
55 ,02'
PL 131,55'

NEIGHBOR'S GARAGE
ADDITIONAL NOTES:

19.The following will be conditions of the project:
a. The residential parking shall be constructed with the infrastructure necessary to allow for future installation of Electrical Vehicle (EV) charging stations should residents in the future request or need EV charging stations at their parking stalls.
b. Each unit shall have its own:
garage security door, as applicable;
seismic gas shut off valve; and,
gas, water, and electric meters.

Fire Department – Dave Montgomery (310) 253-5929

1. The applicant shall provide a NFPA 13D fire sprinkler system per CCMC 9.02 and the 2019 CA Fire Code Chapter 9.

2. The applicant shall ensure water meter and main service line to the building meet the minimum requirement of 1” to ensure the hydraulic calculations for the fire sprinkler system.

3. Fire sprinkler system shall be installed in both new and existing portions of the Building per CCMC 9.02.

4. The applicant shall provide an address viewable and legible from the public right-of- way. Size and font shall meet the Fire and Building Code requirements.

5. The applicant shall provide a KNOX box with keys for all common doors and gates.

6. The applicant shall provide a smooth surface from public rights-of-way to units and the parking area for the use of gurneys.

Preliminary Comments

8. Parkway shall be landscaped with drought tolerant plants according to the City’s parkway planting guidelines. Prior to Building permit issuance, submit off-site landscape plans to Engineering Division for review and approval.

9. For utility cuts in concrete street paving, the full concrete panel pavement shall be replaced.

5. The existing sidewalk along the project’s frontage shall be removed and reconstructed. Or per Engineering on site review existing conditioning.

ONE CAR
GARAGE
(RESIDENCE A)

TWO CAR
GARAGE
(RESIDENCE B)
N BASIC SITE PLAN 3/16" = 1'-0"
GSPublisherVersion 0.0.100.77
SCALE: AS NOTED
PLOT DATE:

PROJECT NO:

DRAWN BY: DOSALA Inc

REVISIONS
OWNER/ASSOCIATE/OTHER:

PROJECT:

GRAPHIC SCALE
SHEET NO.

SHEET TITLE
8902 Hubbard St
Culver City, CA 90232

ISSUED DRAWINGS

HUBBARD
2/16/2022
A1.00_1

OVERALL SITE
PLAN_ADDITIONAL INFO
Hubbard Habitat LLC

THIS WORK SHALL ONLY BE EXECUTED ONCE ALL REQUIRED PERMITS ARE PULLED FROM CITY HALL

CULVER CITY GENERAL NOTES

1. ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE CURZE RENT

EDITION OF THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION (GREEN BOOK), AND ANY AMENDMENTS THERETO, THE LATEST EDITION OF THE

STANDARD PLANS FOR PUBLIC WORKS CO NSTRUCTION (GREEN BOOK STANDARD

PLANS), OTHER CITY STANDARDS, AND TO THE SATISFACTION OF THE PUBLIC WORKS DIRECTOR/CITY ENGINEER, O R HIS/HER DESIGNEE.

2. APPROVAL OF THIS PLAN BY THE CITY OF CULVER CITY DOES NOT CONSTITUTE A

REPRESENTATION OF THE ACCURACY OF THE LOCATION OR THE EXISTENCE OF

ANY UNDERGROUND UTILITY, PIPE OR STRUCTURES WITHIN THE LIMITS OF THE PROJECT.

3. THE APPLICANT SHALL BE RESPONSIBLE FOR THE EXPENSE AND TO REPAIR OR

REPLACE ANY DAMAGED TO THE PUBLIC RIGHT-OF-WAY, TO INCLUDE EXISTING

TRAFFIC LOOPS, SIGNAL, LIGHTING, ELECTRICAL SYSTEMS, AND UNDERGROUND

INSTALLATIONS (WHETHER OR NOT PHYSICALLY MARKED OR SHOWN ON THE

CONTRACT PLANS), DAMAGED CAUSED BY THE CONSTRUCTION OF THE PROPOSED WORK OR PROJECT. SUCH REPAIRS OR REPLACEMENT SHALL BE COMPLETED TO THE SATISFACTION OF THE CITY ENGINEER.

4. ALL CONTRACTORS OR SUBCONTRACTORS THAT PERMITTEE ENGAGES FOR ANY

OR ALL OF THE WORK TO BE COMPLETED BY THE PERMIT, SHALL HAVE A CITY

BUSINESS LICENSE, LIABILITY INSURANCE WITH THE CITY NAMED AS ADDITIONALLY INSURED, AND WORKERS COMPENSATION INSURANCE. THE

LIABILITY INSURANCE SHALL HAVE A MINIMUM COVERAGE OF ONE MILLION

DOLLARS PER INCIDENT AND TWO MILLION DOLLARS AGGREGATE AND INCLUDE AUTOMOBILE LIABILITY OF ONE MILLION DOLLARS.

5. THE CONTRACTOR SHALL NOT DISCHARGE OR PERMIT TO BE DISCHARGED TO

ANY STREET, STORM DRAIN, OF ANY APPURTENANCE THEREOF, ANY NON -RAIN

WATER OR OTHER LIQUID FROM THE PROJECT SITE OF FROM OPERATIONS PERTAINING TO THE PROJECT SITE, PER NPDES REGULATIONS AND CITY’S STORM WATER POLLUTION ORDINANCE SECTION 5.02.500 ET SEQ.

6. EXISTING UNDERGROUND LIGHTING, ELECTRICAL SYSTEMS AND UTILITY LINES DAMAGED BY THE CONTRACTOR’S OPERATION SHALL BE REPLACED OR RESTORED IN KIND OR BETTER AT THE PERMITEE’S EXPENSE.

7. STOCKPILING OF MATERIAL OR EQUIPMENT IN THE PUBLIC RIGHT OF WAY IS

PROHIBITED UNLESS AUTHORIZED BY THE PUBLIC WORKS DIRECTOR/CITY ENGINEER OR HIS/HER DESIGNEE.

8. THE PROJECT WORK AREA SHALL BE KEPT CLEAN, SAFE, AND SANITARY CONDITION. AT THE END OF EACH WORK DAY, THE PROJECT WORK AREA SHALL

BE SWEPT BY MANUAL OR MECHANICAL MEANS TO THE SATISFACTION OF THE PUBLIC WORKS DIRECTOR/CITY ENGINEER, OR HIS/HER DESIGNEE.

9. NO STAGING OF CONSTRUCTION MATERIALS OR CONSTRUCTION VEHICLES ALONG

PUBLIC RIGHT OF WAY UNLESS AUTHORIZED BY THE PUBLIC WORKS DIRECTOR / CITY ENGINEER OR HIS/HER DESIGNEE.

10. CONSTRUCTION VEHICLES SHALL NOT BE PARKED OVER NIGHT OR DURING NON-OPERATIONAL HOURS ON PUBLIC RIGHT OF WAY.

11. CONTRACTOR SHALL CALL FOR INSPECTION AT 310-253-5600 AT LEAST 24 HOURS IN ADVANCE.

12. DIG ALERT SHALL BE NOTIFIED AT LEAST 48 HOURS PRIOR TO THECOMMENCEMENT OF EXCAVATION.

13. ALL SIGNS/STREET LIGHT EQUIPMENT DAMAGED MUST BE REPAIRED WITHIN 24 HOURS.

14. ALL EXISTING UTILITY BOXES SHALL BE ADJUSTED TO GRADE.

15. PARKWAY LANDSCAPING SHALL COMPLY WITH RESIDENTIAL PARKWAY GUIDELINES.

16. ALL CONCRETE NOT USED FOR STREET PAVEMENT SHALL BE 3,250 PSI. STREET PAVEMENT CONCRETE SHALL BE 4,000 PSI.

17. PROVIDE A FOUR FOOT (4’) HIGH ORANGE CONSTRUCTION FENCE AROUND THE

STREET TREE PARKWAY TO PREVENT WOUNDS TO THE TREE AND SOIL COMPACTION WITHIN THE ROOT ZONE. NO TREE ROOT OR TREE TRIMMING IS

ALLOWED DURING CONSTRUCTION WITHOUT PRIOR APPROVAL FROM THE CITY ARBORIST, DAVID TALAVERA (310) 253-6429.

18. CONTRACTOR TO NOTIFY PUBLIC WORKS INSPECTOR 48-HOURS PRIOR TO COMMENCING WORK IN THE PUBLIC RIGH T-OF-WAY AT 310-253-5600.

NOTE:
- SEE SHEET TS FOR TOPOGRAPHY SURVEY
- SEE SHEET A1.03 FOR LANDSCAPE & HARDSCAPE INFO.

NEW 2-STORY SFD
(RESIDENCE A)
NEW 2-STORY SFD
(RESIDENCE B)

NEW ONE CAR
GARAGE
(RESIDENCE A)

HUBBARD STREET

DRIVEWAY ACCESSFIRE
DEP
. ACCESS
FIRE
DEP
. ACCESS FIRE
DEP
. ACCESS
FIRE
DEP
. ACCESS
FIRE
DEP
. ACCESS

LOT DIVISION LINE LOT DIVISION LINE

SIDE WALK TO RESPECT
ACCESS
ACCESS
S 2% S 2%
S 2%
S
2% S
2%
S 2%
S 2%
S 2%
S 2%
S 2%
S 2%S 2%
S 2%
S 2%
S 2%
38'-1" 19'-3" PROPOSED BACKUP 28'-0"
10' 12'-8" 3' 18'-3"
8'-4"
GARAGE 10'-6"
8'
19'-3" 4'
SET BACK 15'-2" RESIDENCE A- 39'-8" COURTYARD 10'-10" GARAGE 11'-8" COURTYARD 11'-4" RESIDENCE B- 33'-1" SET BACK 10'-6" GARAGE 19'-4" 6'-3" 10'-7" 4'
RESIDENCE B- 36'-5"
11'-2" RESIDENCE B- 38'-6" 4'-4"
1'-8"
2'-7"
4'-3"
GARAGE 11'-8"
21' 4'-4"
5'-6" GARAGE 21'-6" 6'-4" 13' 4'-4"
RESIDENCE B- 40'-10"
16'-6" DECKING- 21'-4"
4'-4"
PROPOSED BACKUP 26'-1"
11'-5"
3'-8"4'-4"
81'-8" LOT DIVISION LINE 49'-10" LOT DIVISION LINE
15'-1"
9'-5"
3' FACING TRUNK 9'-6"
FACING TRUNK 7'-5"
(E)TREE TO RESPECT
200 AMP MAIN ELECTRICAL PANEL IN WEATHPROOF
ENCLOSURE.SEE PLAN NOTES FOR EVCS REQUIREMENTS

WALL MOUNTED

TANKLESS GAS

WATER HEATERS

CONCRETE PATHWAY

WITH GRAVEL IN BETWEEN

WALL MOUNTED TANKLESS GAS

WATER HEATERS
200 AMP MAIN ELECTRICAL PANEL IN WEATHPROOF
ENCLOSURE.SEE PLAN NOTES FOR EVCS REQUIREMENTS

TRASH BINS

WATER FEATURE

DRIVEWAY APPRON

STREET USE PERMIT
(UNDER SEPARATE PERMIT)

GAS METER

GAS METER
FENCE CMU WALL 6' H
FENCE CMU WALL 6' H
CMU
WALL
6' H

FUTURE SWIMMING POOL

UNDER SEPARATE
PERMIT
WOOD
FENCE
6' H
(E) NEIGHBOR CMU FENCE TO RESPECT (H.6'-0") (E) NEIGHBOR CMU FENCE TO RESPECT (H.6'-0") (E) NEIGHBOR
CMU
FENCE
TO

RESPECT
(H.6'-0")
(E) NEIGHBOR CMU FENCE TO RESPECT (H.6'-0")
(E) NEIGHBOR CMU FENCE TO RESPECT (H.6'-0") PL 138,42'
PL
55 ,02'
PL 131,55'
S 2%

NEIGHBOR'S GARAGE
N
OVERALL SITE PLAN 3/16" = 1'-0"
GSPublisherVersion 0.0.100.76
SCALE: AS NOTED
PLOT DATE:

PROJECT NO:

DRAWN BY: DOSALA Inc

REVISIONS
OWNER/ASSOCIATE/OTHER:

PROJECT:

GRAPHIC SCALE
SHEET NO.

SHEET TITLE
8902 Hubbard St
Culver City, CA 90232

ISSUED DRAWINGS

HUBBARD
9/30/2021
A1.02
Hubbard Habitat LLC

THIS WORK SHALL ONLY BE EXECUTED ONCE ALL REQUIRED PERMITS ARE PULLED FROM CITY HALL

HUBBARD STREET
15'-6"
8'-4"
9'-7"
16'-1"
14'-9"
39'-1"
APN: 4206-011-001
APN: 4206-012-001
APN: 4206-011-002

RESIDENCE A
1ST FLOOR

RESIDENCE B
1ST FLOOR

NEIGHBOR
1ST FLOOR

NEIGHBO

R GARAGE

HUBBARD STREET
19'-3"
10'-9"
15'-11"
13'-5"
14'-8"
APN: 4206-011-001
APN: 4206-012-001
APN: 4206-011-002

RESIDENCE A
2ND FLOOR

RESIDENCE B
2ND FLOOR

NEIGHBOR
2ND FLOOR

NEIGHBOR
2ND FLOOR
1ST FLOOR WINDOWS STUDY 3/32" = 1'-0"
2ND FLOOR WINDOWS STUDY 3/32" = 1'-0"
C1
C2
WHAT WILL NEIGHBORS SEE?
C2C1
C1
C2
STREET

GSPublisherVersion 0.0.100.77
SCALE: AS NOTED
PLOT DATE:

PROJECT NO:

DRAWN BY: DOSALA Inc

REVISIONS
OWNER/ASSOCIATE/OTHER:

PROJECT:

GRAPHIC SCALE
SHEET NO.

SHEET TITLE
8902 Hubbard St
Culver City, CA 90232

ISSUED DRAWINGS

HUBBARD
2/16/2022
A2.00
RESIDENCE A_FIRST FLOOR
PLAN
Hubbard Habitat LLC

THIS WORK SHALL ONLY BE EXECUTED ONCE ALL REQUIRED PERMITS ARE PULLED FROM CITY HALL R F
M09
A02.1A02.1
A02A02
M01
M07
A06 A04
M29
M11
M21
G03
G01
M05
M03
M33
9 9
B
B
5 7
4 H
J
8 F
2 2
ACCESS

1.5" MAX

1.5" MAX
38'
39'-4" 10'-10" 11'-8"
1'-4" 12'-6" 5'-6" 12'-8"
11'-6" 5'-6" 11'-8"
3'-8"
21'-3" 19'-3"
11' 21'
11'-8"10'-10"
10'-8"
18'-1"
1' 5'-6" 11'-8" 1'
2'-2"
16'-4" 3' 18'-3"
3'-3" 5' 1'-7" 3'-5" 4'-2" 5' 6'-4"
10'-1" 8'-5"
1'-7" 16'-2"
2'-3" 6'-4" 2'-3"
11'-9" 4' 17'-9"
14'-11"
2'
29'-8"
35'-1"
11'-5" 6'-5" 3'-2"
15'-6"4'-7"
5'-8" 6' 10'-11" 6' 10'-9"
3'-7" 1'-6"
2'-6"
5' 13'-4" 2'-8"
10'-8"
30'-8"
10'-0"
10'-0"
10'-0"
10'-0"
11'-0"
8'-6"
1" MIN. INSIDE DIA. RACEWAY TO

ACCOMMODATE A DEDICATED
208/240 VOLT FUTURE ELECTRIC

VEHICLE

CHARGING STATION (EVCS)

NEW GAS METER

TANKLESS GAS

WATER HEATERS
WALL MOUNTED_400 AMP MAIN ELECTRICAL PANEL IN
WEATHPROOF ENCLOSURE.SEE PLAN NOTES FOR EVCS

REQUIREMENTS

KITCHEN

LIVING ROOM

DINING ROOM
BATH#1

CONCRETE

LANDING

CONCRETE

LANDING

ONE CAR
GARAGE
PANTRY
ISLAND

ONE CAR

GARAGE /

RESIDENCE A

UPPER LEVEL LINE UPPER LEVEL LINE

UPPER LEVEL LINE

UPPER LEVEL LINE
W
A2.07
E
A2.06
N
A2.06
S
A2.06
W2
A2.07
S3
A2.07
N3
A2.07
1 A2.05
1 A2.05
2 A2.05
2 A2.05
3 A2.05
3 A2.05
7 A2.05
7 A2.05
8 A2.05
8 A2.05

SYMBOL DESCRIPTION

GRAPHIC LEGEND

NEW FRAMED WALL

CONCRETE ELEMENT

CMU FENCE
PLAN NOTES:

1. FINAL LOCATION OF COMBINATION SMOKE CARBON MONOXIDE ALARMS TO BE VERIFIED WITH ARCHITECT PRIOR TO

INSTALLATION

2. GARAGE BENEATH HABITABLE ROOM SHALL BE SEPARATED BY 5/8" MIN. TYPE X GYPSUM BOARD.

3. DUCTS PENETRATING WALL OR CEILING SEPARATIONS BETWEEN GARAGE AND DWELLING UNIT SHALL BE CONSTRUCTED OF MINIMUM 26 GAUGE SHEET METAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE

4. THE PANEL OR SUBPANEL SHALL PROVIDE CAPACITY TO INSTALL A 40-AMPERE MINIMUM DEDICATED BRANCH

CIRCUIT AND SPACE(S) RESERVED TO PERMIT INSTALLATION OF A BRANCH CIRCUIT OVERCURRENT PROTECTIVE DEVICE.

5. THE SERVICE PANEL OR SUBPANEL CIRCUIT DIRECTORY SHALL IDENTIFY THE OVERCURRENT PROTECTIVE DEVICE SPACE(S) RESERVED FOR FUTURE EV CHARGING AS EV CAPABLE. THE RACEWAY TERMINATION LOCATION SHALL BE PERMANENT AND VISIBLY MARKED "EV CAPABLE."

6. FIRE SPRINKLERS ARE REQUIRED PER CCMC 9.02 AND THE 2016 CA FIRE CODE CHAPTER 9

7. WATER METER AND MAIN SERVICE LINE TO THE BUILDING SHALL MEET THE MINIMUM REQUIREMENT OF 1" TO

ENSURE THE HYDRAULIC CALCULATIONS FOR THE FIRE SPRINKLER SYSTEM

8. FIRE SPRINKLER SYSTEM SHALL BE INSTALLED IN THE BUILDING PER CCMC 9.02

9. PROVIDE AN ADDRESS VIEWABLE AND LEGIBLE FROM THE PUBLIC WAY. SIZE AND FONT SHALL MEET THE FIRE AND BUILDING CODE REQUIREMENTS.

10. ALL BATHROOM EXHAUST FANS SHALL BE SET TO RUN CONTINUOUSLY AT LOW SPEED TO MEET THE WHOLE-BUILDING VENTILATION RATE OF 65 CFM BASED ON ENERGY REPORT. PROVIDE LABELED OVER-RIDE CONTROL SWITCH PER ASHRAE STANDARD 62.2

CMU WALL
CM

STATE FIRE MARSHALL APPROVED
SMOKE DETECTOR HARD WIRED w/

BATTERY BACK-UP

CARBON MONOXIDE DETECTOR SHALL

BE HOUSE WIRED WITH BATTERY
BACKUP AND INTERCONNECTED.

BATHROOM EXHUAST FAN SHALL BE

ENERGY STAR COMPLIANT
AND CONTROLLED BY HUMIDISTAT. 50
CTM MIN(Directed to Outside)
SD
FIRE RATED - 1 HOUR

GARAGE LOCATION
REFERT TO SHEET A2.03, A2.04 FOR WINDOW & DOOR SCHEDULE N
RESIDENCE A_PROPOSED FIRST FLOOR PLAN 1/4" = 1'-0" GSPublisherVersion 0.0.100.77
SCALE: AS NOTED
PLOT DATE:

PROJECT NO:

DRAWN BY: DOSALA Inc

REVISIONS
OWNER/ASSOCIATE/OTHER:

PROJECT:

GRAPHIC SCALE
SHEET NO.

SHEET TITLE
8902 Hubbard St
Culver City, CA 90232

ISSUED DRAWINGS

HUBBARD
2/16/2022
A2.01
RESIDENCE A_SECOND FLOOR
PLAN
Hubbard Habitat LLC

THIS WORK SHALL ONLY BE EXECUTED ONCE ALL REQUIRED PERMITS ARE PULLED FROM CITY HALL A12 M13
A14
A10
M25
M15
A20
M35
M17
A08
M23
M21
M23 M23
M11
M21
M21
M23
M19
A10 A10A16
M37
9 9
3 D I
KGE
A
A
1 1
6 SD
CM
SD
CM
SD
CM
SD
CM

1.5" MAX

1.5" MAX
4'-5" 34'-3"
33'-9"
11'-5" 5' 15'-6"
13' 5'-7" 12'-1"
12' 2'-6" 7'-6" 7' 10'-11"
42'-11"
16'-6" 7'-6" 19'-4"
12'-1"6'-11"
11'-2" 19'-10"
14'-7" 1'-11"
2'-3"
12'-2" 20'-4"
32'-6"
20' 12'-6"
13' 5'-7" 12'
32'-8"
11'-7" 6'-11"
4'-4" 14'-8" 3'-8" 8'
2'-9"7'-9"
3'-6"
3'-2" 4'-4"
3'-9"
9'-1"
9'-9"
15'
W
A2.07
E
A2.06
N
A2.06
S
A2.06
11'-4"
12'-8"
9'-0"
9'-0" 9'-0"
9'-0"
9'-0"
9'-0"
9'-0"
9'-0"
BEDROOM#1
LOFT
BATH#1
BEDROOM#2 MASTER

BEDROOM

CORRIDOR

LAUNDRY
MASTER

BATHROOM
BATH#2
CLO
WI
CLOSET

OPEN SKY

STAIRCASE

ROOF ACCESS

BALCONY
#3

BALCONY
#2
BALCONY#1
CLO
DN
PL 138,42'
PL 131,55'
1 A2.05
1 A2.05
2 A2.05
2 A2.053
A2.05
3 A2.05