HomeMy WebLinkAbout1150 Arcadia Ave # G & H - 2025 -SCALE: 1/16" = 1'-0"
EXISTING SITE PLAN1-
CURB
ARCADIA AVE
TRASH BIN
WILL BE
MOVED TO
THE FRONT
CONC. SLAB
DRIVEWAY
PARKING LOT
SCALE: 1/16" = 1'-0"
PROPOSED SITE PLAN2-
ADU - G
1000 SF
(E) APARTMENT CONC. SLAB
DRIVEWAY
PARKING LOT
ADU - H
1000 SF
(N)STAIRWAY(E)STAIRS
SOLID IRON GATE
WITH LATCH
OUTSIDE STUCCO FINISH MASONRY WALL
(N) 4"CONC. SLAB
(E) APARTMENT
SITE PLAN NOTES:
NEW A.D.U. ELECTRIC METER : NEW ELECTRIC METER
NEW A.D.U. WATER METER : CONNECT TO EXISTING WATER METER
NEW A.D.U. GAS METER: NEW GAS METER
NEW A.D.U. SEWER LINE: CONNECT TO EXISTING SEWER LINE
EAVE
(E)WOODEN STAIRWAY
WILL BE DEMOLISHED
(E)STAIRWAY
WILL BE REMAINED
TRASH
BIN
PR
O
P
E
R
T
Y
L
I
N
E
2
7
0
'
PROPERTY LINE 52'
PR
O
P
E
R
T
Y
L
I
N
E
2
7
0
'
EAVE
PR
O
P
E
R
T
Y
L
I
N
E
2
7
0
'
PROPERTY LINE 52'
PR
O
P
E
R
T
Y
L
I
N
E
2
7
0
'
SWIMMING POOL WAS DEMOLISHED AND BACKFILLED WITH
PERMISSION AND COMPACTION REPORT.
COLOR MATCH TO
(E) WALL
If sprinklers are required specify that an automatic residential sprinkler system shall be provided.
(E)GAS METER #F
(E)ELECTRICAL PANELS
The new structures do not meet emergency access requirements and shall be fire sprinklered.
The fire sprinklers as a deferred submittal.
(E)DRIVEWAY DRAIN
(E)DRIVEWAY DRAIN
(E)CLEANOUT
Aging-in-place/fallpreventionnotes/features:
A.Reinforcement for Grab Bars. [R327.1.1] At least one bathroom on the entry level shall be provided
with reinforcement installed in accordance with this section. Where there is no bathroom on the entry level,
at least one bathroom on the second or third floor of the dwelling shall comply.
1.Reinforcement shall be solid lumber or other construction materials approved by the enforcing agency.
2.Reinforcement shall not be less than 2 by 8 inch nominal lumber (1-1/2"x7-1/4" actual dimension)
or other construction material providing equal height and load capacity. Reinforcement shall be located
between 32" and 39-1/4" above the finished floor, flush with the wall framing.
3.Water closet reinforcement shall be installed on both side walls of fixture, or one side wall and back wall.
4.Shower reinforcement shall be continuous where wall framing is provided.
5.Bathtub and combination bathtub/shower reinforcement shall be continuous on each end of the bathtub
and the back wall. Additionally, back wall reinforcement for a lower grab bar shall be provided with
the bottom edge located no more than 6" above the bathtub rim.
6.Where the water closet is not placed adjacent to aside wall capable of accommodating a grab bar,
the bathroom shall have provisions for installation of floor-mounted, foldaway or similar alternate grab barreinforcements approved by the enforcing agency.
B.Documentation for Grab Bar Reinforcement [R327.1.1.1] Information and/or drawings identifying the location
of grab bar reinforcement shall be placed in the operation & maintenance manual in accordance with the
California Green Building Standards Code, Ch.4, Division 4.4.
C.Electrical Receptacle Outlet, Switch & Control Heights. [R327.1.2] Electrical receptacle outlets, switches and
controls (including controls for heating, ventilation and air conditioning) intended to be used by occupants
shall be located no more than 48" measured from the top of the outlet box and not less than 15" measured
from the bottom of the outlet box above the finish floor.
D.Interior Doors. [R327.1.3] Effective July 1, 2024, at least one bathroom and one bedroom on the entry level
shall provide a doorway with a net clear opening of not less than 32", measured with the door positioned at
an angle of 90 degrees from the closed position; or, in the case of a 2- or 3-story single family dwelling,
on the 2nd or 3rd floor of the dwelling if a bathroom or bedroom is not located on the entry level.
Specify 2'10" x 6'8" doors for B.R. and Bathroom.
E.Doorbell Buttons. [R327.1.4] Doorbell buttons or controls, when installed, shall not exceed 48" above exterior
floor or landing, measured from the top of the doorbell button assembly. Where doorbell buttons integrated
with other features are required to be stalled above 48" measured from the exterior floor or landing, a standard
doorbell button or control shall also be provided at a height not exceeding 48" above exterior floor or landing,
measured from the top of the doorbell button or control.
California Government Code 4216 mandates delineation of all proposed excavation sites.
To obtain a permit, contact Dig Alert (811) two working days prior to digging. you will be provided with
a Dig Alert ticket number, and utilities/members will receive notification so that they can either mark their
facilities prior to the start of your excavation, or let you know that they do not have facilities in the area.
Any operator/excavator who knowingly any willfully violates this mandate is subject to civil penalties
up to fifty thousand dollars ($50,000).
5%
1%
1%
1%
5%5%
5%5%
5%5%
5%
1%
Lot shall be graded to drain surface water away from foundation walls. Drain shall fall a minimum of 6”
within the first 10 ft. (5% slope). Where lot lines, walls, slopes or other physical barriers prohibit 6” fall
with 10 ft, drains or swales shall be constructed to ensure drainage away from the structure, impervious
surfaces within 10 ft of the building foundation shall be sloped a minimum of 2% away from the building.
(R401.3)
5%
(E)DRIVEWAY DRAIN
(E)DRIVEWAY DRAIN
(E)CLEANOUT
1%
5%
5%
1%
5%
5%
5%
1%
The finish floor of ADU is below upstream manhole. The backwater valve is required per CPC 710.
California Plumbing Code (CPC) 710.1:
Drainage piping serving fixtures on a floor, where the floor level is located below the elevation of the next
upstream manhole cover of the public/private sewer system, shall be protected from the backflow of
sewage by installing an approved Backwater Valve.
Note: The fixtures above such elevation shall not discharge through the backwater valve.
SIDEWALK CURB OPENING SIDEWALK CURB OPENING
SAND BAGS FOR EROSION CONTROL
SAND BAGS FOR EROSION CONTROL
1%
1%
1%
EP
G
W
G
ES
P
(E)ELECTRICAL PANEL
#A - #F (100AMP EACH)
COMMON AREA (100AMP)
(N)GAS METER #G G
(N)GAS METER #H G
EP
ES
P
CURB
ARCADIA AVE
W
1%
-3'7"
1%
1%
1%
1%
1%
1%
1%
1%
0'0"-3'7"0'0"
1%
PROPERTY LINE 50'PROPERTY LINE 50'
REMAIN
EXISTING
STAIRWAY
ON THE SOUTH
WALL OF (E) APT.
PANEL #G (200 AMP)
(N)ELECTRICAL(N)ELECTRICAL
PANEL #H (200 AMP)
(E)ELECTRICAL SUBPANELS
(E)ELECTRICAL PANEL
#A - #F (100AMP)
COMMON AREA (100AMP)
G
G
G
G
G
G
G
G
G
G
G
G
(E)GAS METER #E
(E)GAS METER #D
(E)GAS METER #C
(E)GAS METER #B
(E)GAS METER COMMON AREA
(E)GAS METER #A
(E)GAS METER #F
(E)GAS METER #E
(E)GAS METER #D
(E)GAS METER #C
(E)GAS METER #B
(E)GAS METER COMMON AREA
(E)GAS METER #A
Landscaping is required on all facades around ADUs.
1 x 15 gallon plant (drought tolerant screening plant) per 15 linear feet of ADU.
5%
1-HR FIRE RATED WALL &
EAVE OVERHANG
1-HR FIRE RATED WALL &
EAVE OVERHANG
1-HR FIRE RATED WALL &
EAVE OVERHANG
DISTANCE TO
ADJACENT WINDOW
(N)TRASH
ENCLOSURE
(OUTSIDE STUCCO
FINISH)
5%
EXISTINGTREE SAME AS
WALL OPENING < 25%
IRON POST
2"X2"
CONC. SLAB
(N) CONC.
SLAB
AT SAME LEVEL
AS (E)CONC. SLAB
CONC. SLAB
STEEL ROOF
A-8
WATER HEATER51,500 BTU
GAS TANKLESS
WATER HEATER51,500 BTU
GAS TANKLESS
NW
H
NW
H
MIN
I
S
P
L
I
T
MIN
I
S
P
L
I
T
MIN
I
S
P
L
I
T
MIN
I
S
P
L
I
T
MIN
I
S
P
L
I
T
MIN
I
S
P
L
I
T
MIN
I
S
P
L
I
T
MIN
I
S
P
L
I
T
NE
P
NE
P
CO
N
C
.
S
L
A
B
(N)STAIRWAY
1%
NORTHNORTH
VICINITY MAP
PROJECT DATA
PROJECT LOCATION
CODE IN EFFECT
A-1.1
C Sheet
Sheet
PROPOSED:
LOT COVERAGE: 5,992/2 + 2,000 = 5,322
5,322/13,939 = 36%
FIRE SPRINKLERS AS A DEFERRED SUBMITTAL.
ARCHITECTURAL
A-2
COVER SHEET, VICINITY MAP,A-1.1
ADU FLOOR PLAN
WINDOW & DOOR TYPE
FLOOR PLAN KEY NOTES.
ELEVATION SPECIFICATIONS
ADU ROOF PLANA-3
NEW EXTERIOR STAIR WAY ELEVATION PLANA-4
HAPPY HOME
CONSTRUCTION
ELEVATION SPECIFICATIONS
ADU-1 ELEVATION PLANA-5
2. REPLACE WOODEN STAIRWAY TO CONCRETE STAIRWAY WITH IRON HANDRAIL AND GUARDRAIL.
ELEVATION SPECIFICATIONS
ADU-2 ELEVATION PLANA-6
3. MOVE THE TRASH ENCLOSURE TO THE FRONT YARD.
8'8"x12', MASONRY WALL WITH STEEL ROOF, IRON GATE WITH LATCH, COLOR MATCH TO (E) WALL.
GREEN FORM 1G-1
GREEN FORM 2G-2
S-2
S-1
STRUCTURE
SYMBOLSLEGENDSHEET DIRECTORY
ABBREVATIONS
DIRECTORY
STELLA SU
2634 DURFEE AVE, EL MONTE, CA 91732
sustella96@gmail.com
CELL: 818-818-2468
DESIGNER
JASON CHEN
20601 ALDA CT, DIAMOND BAR,
CA 91789
CELL: 626-595-3226
ANG DESIGN
2088 S ATLANTIC BLVD #386,
MONTEREY PARK, CA 91754
ANGdesign26@gmail.com
CELL: 626-361-6159
STRUCTURAL ENGINEER
T24 ENERGY ENGINEER
FLR
GYP. BD.-GYPSUM BOARD
FDN
FTG -FOOTING
-FOUNDATION
-FLOOR
WD -WOOD
TYP.
SQ.
SIM
-TYPICAL
-SQUARE
-SIMILAR
EQ.
F.F.
FIN
F.G.
-FINISH, FINISHED
-FINISH FLOOR
-FINISH GRADE
-EQUAL
DET.
CONC.
-DETAIL
-CONCRETE
REQ.-REQUIRED
NO.
O.C.
-NUMBER
-PROPERTY LINE
-ON CENTER
A.F.F.-ABOVE FINISH FLOOR
MAX
MECH.
MIN.
-MECHANICAL
-MAXIMUM
-MINIMUM
(E)-EXISTING
(N)-NEW
S.F.-SQUARE FEET
U.O.N.-UNLESS OTHERWISE NOTED
N.T.S.-NOT TO SCALE
-VERIFY IN FIELDV.I.F.
W/D -WASH AND DRYER
2022 LOS ANGELES COUNTY BUILDING CODE
2022 LOS ANGELES COUNTY RESIDENTIAL CODE
2022 LOS ANGELES COUNTY MECHANICAL CODE
2022 LOS ANGELES COUNTY ELECTRICAL CODE
2022 LOS ANGELES COUNTY PLUMBING CODE
2022 LOS ANGELES COUNTY FIRE CODE
2022 CALIFORNIA ENERGY CODE
2022 CALIFORNIA GREEN BUILDING STANDARDS
2022 CALIFORNIA BUILDING CODE
NORTH ARROW
SECTION
DRAWING NO.
W WATER METER
G GAS METER
EP (E) ELECTRICAL PANEL
A/C AIR CONDITION
WH (E) WATER HEATER NWH NEW WATER HEATER
ESP (E) ELECTRICAL SUBPANEL
NORTH
APN
OCCUPANCY GROUP R-3 (ADU); R-2 (APT)
ZONING
MAIN HOUSE ADDRESS
PROPERTY TYPE
(E) MAIN HOUSE 5,992 SF (2 STORIES #A - #F) (UNSPRINKLERED)
LOT SIZE 0.32 ACRES (13,939 SF)
YR BUILT
1150 ARCADIA AVE, ARCADIA, CA 91007
1960
APARTMENT
CONSTRUCTION TYPE:V - B
ARR3YY
537-022-002
(E) SWIMMING POOL SWIMMING POOL WAS DEMOLISHED & BACKFILLED WITH PERMIT & COMPACTION REPORT.
REVISIONS
BY
1
2
3
PROJECT NAME/ADDRESS
SHEET CONTENT
AHJ STAMP APPROVAL
Date
Drawn
ISSUE DATE BY
1st
2nd
3rd
08/16/24
COVER SHEET
VICINITY MAP
EXISTING SITE PLAN
PROPOSED SITE PLAN
ADU
1150 ARCADIA AVE,
ARCADIA, CA 91007
4
5
6
DATE
STELLA SU
EXISTING SITE PLAN
PROPOSED SITE PLAN
UT-1 PROPOSED ADU GAS LINE SITE PLAN
1. TWO DETACHED NEW ADU (#G & #H) 1,000 SF EACH IN BACK YARD. TOTAL 2,000 SF.
T-2
T-1
T-3
ADU-1T24
T-2
T-1
T-3
ADU-2
A-9 ADU ELECTRICAL PLAN
A-8 ADU SECTION PLAN
A-11 TRASH ENCLOSURE ELEVATION PLAN
A-10 TRASH ENCLOSURE FLOOR & SECTION PLAN
OWNER:
DBO PROPERTIES LLC
TM TOPOGRAPHIC MAP
A-1.2 SITE PLAN
A-7 MAIN HOUSE & ADU WEST ELEVATION PLAN
S-3
30
'
N
0
3
°
5
0
'
0
0
"
W
27
0
.
3
1
'
N 86°10'28" E 52.00'
N
0
3
°
5
0
'
0
0
"
W
27
0
.
3
1
'
N 86°10'10" E 52.00'
SCALE: 1/16" = 1'-0"
EXISTING SITE PLAN1-
30
'
N
0
3
°
5
0
'
0
0
"
W
27
0
.
3
1
'
N 86°10'28" E 52.00'
N
0
3
°
5
0
'
0
0
"
W
27
0
.
3
1
'
N 86°10'10" E 52.00'
SCALE: 1/16" = 1'-0"
EXISTING SITE PLAN2-
NW
H
NW
H
MIN
I
S
P
L
I
T
MIN
I
S
P
L
I
T
MIN
I
S
P
L
I
T
MIN
I
S
P
L
I
T
MIN
I
S
P
L
I
T
MIN
I
S
P
L
I
T
MIN
I
S
P
L
I
T
MIN
I
S
P
L
I
T
NE
P
NE
P
ADU - G
1000 SF
ADU - H
1000 SF
NORTH
(N)STAIRWAY
(N)STAIRWAY
NORTH A-1.2
C Sheet
Sheet
EXISTING SITE PLAN
HAPPY HOME
CONSTRUCTION
REVISIONS
BY
1
2
3
PROJECT NAME/ADDRESS
SHEET CONTENT
AHJ STAMP APPROVAL
Date
Drawn
ISSUE DATE BY
1st
2nd
3rd
08/16/24
4
5
6
DATE
STELLA SU
ADU
1150 ARCADIA AVE,
ARCADIA, CA 91007
OWNER:
DBO PROPERTIES LLC
PROPOSED SITE PLAN
30'
N 03°50'00" W 270.31'
N
8
6
°
1
0
'
2
8
"
E
52
.
0
0
'
N 03°50'00" W 270.31'
N
8
6
°
1
0
'
1
0
"
E
52
.
0
0
'
TOPOGRAPHIC MAP
El Monte, CA 91731
9080 Telstar Ave., Suite 303
Tel: 626-298-9581
Subdivision Engineering Design Survey
Land's End Surveying & Engineering, Inc
Email: jim@Lsesurveying.com
SCALE: 1/16" = 1'-0"
PROPOSED ADU SEWER LINE SITE PLAN2-
(E) APARTMENT CONC. SLAB
DRIVEWAY
PARKING LOT
(N)STAIRWAY(E)STAIRS
(N) CONC.
SLAB
DOWN
PR
O
P
E
R
T
Y
L
I
N
E
2
7
0
'
PROPERTY LINE 52'
PR
O
P
E
R
T
Y
L
I
N
E
2
7
0
'
COLOR MATCH TO
(E) APARTMENT'S WALL
(E)ELECTRICAL PANELS
5%
(E)DRIVEWAY DRAIN
(E)DRIVEWAY DRAIN
(E)CLEANOUT
1%
5%
5%
SIDEWALK CURB OPENING
SAND BAGS FOR EROSION CONTROL
SAND BAGS FOR EROSION CONTROL
1%
1%
EP
G
ES
P
(E)ELECTRICAL PANEL
#A - #F (100AMP EACH)
COMMON AREA (100AMP)
G
G
CURB
ARCADIA AVE
W
PROPERTY LINE 50'
-3'7"0'0"
(E)GAS METER #F
(N)GAS METER #G
(N)GAS METER #H
G
G
G
G
G
G
(E)GAS METER #E
(E)GAS METER #D
(E)GAS METER #C
(E)GAS METER #B
(E)GAS METER COMMON AREA
(E)GAS METER #A
1%
1%
SOLID IRON GATE
WITH LATCH
(N) CONC.
SLAB
5%
DISTANCE TO
ADJACENT WINDOW
IRON POST
2"X2"
CONC. SLAB
4"X46'10" SEWER LINE4"X16'3" SEWER LINE
STEEL ROOFOUTSIDE STUCCO FINISH MASONRY WALL
(N)TRASH
ENCLOSURE
(OUTSIDE STUCCO
FINISH)
SCALE: 1/16" = 1'-0"
PROPOSED ADU GAS LINE SITE PLAN1-
(E) APARTMENT CONC. SLAB
DRIVEWAY
PARKING LOT
(N)STAIRWAY(E)STAIRS
(N) CONC.
SLAB
DOWN
PR
O
P
E
R
T
Y
L
I
N
E
2
7
0
'
PROPERTY LINE 52'
PR
O
P
E
R
T
Y
L
I
N
E
2
7
0
'
COLOR MATCH TO
(E) APARTMENT'S WALL
REMAIN
EXISTING
STAIRWAY
ON THE SOUTH
WALL OF (E) APT.
(E)ELECTRICAL PANELS
5%
(E)DRIVEWAY DRAIN
(E)DRIVEWAY DRAIN
(E)CLEANOUT
1%
5%
5%
SIDEWALK CURB OPENING
SAND BAGS FOR EROSION CONTROL
SAND BAGS FOR EROSION CONTROL
1%
1%
EP
G
ES
P
PANEL #G (200 AMP)
(E)ELECTRICAL PANEL
#A - #F (100AMP EACH)
COMMON AREA (100AMP)
G
G
CURB
ARCADIA AVE
W
PROPERTY LINE 50'
RANGER51,500 BTU
DRYER2,000 BTU
WATER HEATER51,500 BTU
GAS TANKLESS
3/4"X7' GAS PIPE
3/4"X5' GAS PIPE
-3'7"0'0"
1 1
/
4
"
3/4"X5' GAS PIPE
4" VENT
1 1
/
4
"
RANGER 51,500 BTU
DRYER2,000 BTU
WATER HEATER51,500 BTU
GAS TANKLESS
3/4"X7' GAS PIPE
3/4"X5' GAS PIPE
3/4"X5' GAS PIPE
4" VENT
1
1
/
4
"
X
1
2
7
'
1 1
/
4
"
X
1
6
4
'
(N)ELECTRICAL(N)ELECTRICAL
PANEL #H (200 AMP)
(E)GAS METER #F
(N)GAS METER #G
(N)GAS METER #H
G
G
G
G
G
G
(E)GAS METER #E
(E)GAS METER #D
(E)GAS METER #C
(E)GAS METER #B
(E)GAS METER COMMON AREA
(E)GAS METER #A
1%
1%
SOLID IRON GATE
WITH LATCH
(N) CONC.
SLAB
5%
DISTANCE TO
ADJACENT WINDOW
IRON POST
2"X2"
CONC. SLAB
1 1/4"X164' GAS PIPE
1 1/4"X127' GAS PIPE
STEEL ROOFOUTSIDE STUCCO FINISH MASONRY WALL
(N)TRASH
ENCLOSURE
(OUTSIDE STUCCO
FINISH)
MIN 1% SLOPE MIN 1% SLOPE
4"X207'4" SEWER LINE
MIN 1% SLOPE
4"X53'4" SEWER LINE
MIN 1% SLOPE
1
2 3
4
SEWER LINE SLOPE 1% :
207'4" X 1% = 25"
16'3" X 1% = 2"
46'10" X 1% = 6"
53'4" X 1% = 7"
1
2
3
4
D3
D3
2456
16
2456
D3
D3
D1
15 15
REF10
W/D89
D1
2456
D3
D3
D3
16
2456
REF10
D3
D3
W/D89
NW
H
NW
H
MIN
I
S
P
L
I
T
MIN
I
S
P
L
I
T
MIN
I
S
P
L
I
T
MIN
I
S
P
L
I
T
MIN
I
S
P
L
I
T
MIN
I
S
P
L
I
T
MIN
I
S
P
L
I
T
MIN
I
S
P
L
I
T
T
T
T
T
T
D3
D2
D2
7
T
11
11
14
14
12
12
11
33
3
1 1
3
D1
D1
NE
P
NE
P D3D3
E E
E E
SD
S/C
S/C
SD
S/CS/C
SD
SD
S/C S/C
D3
D3
2456
16
2456
D3
D3
D1
15 15
REF10
W/D89
D1
2456
D3
D3
D3
16
2456
REF10
D3
D3
W/D89
NW
H
NW
H
MIN
I
S
P
L
I
T
MIN
I
S
P
L
I
T
MIN
I
S
P
L
I
T
MIN
I
S
P
L
I
T
MIN
I
S
P
L
I
T
MIN
I
S
P
L
I
T
MIN
I
S
P
L
I
T
MIN
I
S
P
L
I
T
T
T
T
T
T
D3
D2
D2
T
11
11
14
14
12
12
11
33
3
1 1
3
D1
D1
NE
P
NE
P D3D3
E E
E E
SD
S/C
S/C
SD
S/CS/C
SD
SD
S/C S/C
4"X53'4" SEWER LINE
MIN 1% SLOPE 4
NORTHNORTH
UT-1
C Sheet
Sheet
ADU GAS LINE SITE PLAN
HAPPY HOME
CONSTRUCTION
REVISIONS
BY
1
2
3
PROJECT NAME/ADDRESS
SHEET CONTENT
AHJ STAMP APPROVAL
Date
Drawn
ISSUE DATE BY
1st
2nd
3rd
08/16/24
4
5
6
DATE
STELLA SU
ADU
1150 ARCADIA AVE,
ARCADIA, CA 91007
OWNER:
DBO PROPERTIES LLC
ADU SEWER LINE SITE PLAN
FLOOR PLAN KEY NOTES
TEMPERED GLASS TYP. SAFETY GLAZING SHALL BE IN CONFORMANCE WITH THE APPLICABLE L.A.C.R.C. ALL
EXTERIOR DOORS SHALL BE 1-3/8"(MIN) WITH TEMPERED GLASS U.N.O.
EMERGENCY EGRESS WINDOW PROVIDE THE FOLLOWING.5.7 SQ. FT. OF CLEAR OPENABLE AREA (5.0 AT GRADE)
NET OPENING HEIGHT SHALL BE 24" MIN.NET OPENING WIDTH SHALL BE 20" MIN.FINISHED SILL HEIGHT OF 44" MAX.
ABOVE FLOOR.
WATER CLOSET. PROVIDE 30" MIN. CLR. WIDTH AND 24" CLR SPACE IN FRONT.4" WASTE LINE SHALL BE USED FOR
SERVING 4 OR MORE WATER CLOSETS(CPI 703.2)
HOT-MOPPED SHOWER PAN WITH MUDSET CERAMIC TILE/NATURAL STONE FLOOR. FULL HEIGHT CERAMIC
TILE/NATURAL STONE WALLS WITH 84" HEIGHT SHOWER HEAD. PROVIDE TEMPERED GLASS ENCLOSURE.
MIRROR (TYP.)
SHOWER ENCLOSURE WITH APPROVED SHATTER RESISTANT MATERIALS AND PROVIDE 6'-0" HT. NON-ABSORBENT
WALLS ADJACENT TO SHOWER. WINDOWS WITHIN 5' OF DRAIN OF SHOWER OR BATHROOM FLOOR TO BE SHATTER
RESISTANT & LABELED SAFETY GLAZING(TYP.)
ALL BATHROOM FLOORING SHALL BE LAID OVER 15 LB.FELT (TYP.)
NET AREA OF SHOWER RECEPTOR SHALL BE NOT LESS THAN 1,024 S.F IN. OF FLOOR AREA AND ENCOMPASS 30
INCH (762 MM) DIAMETER CIRCLE. (TYP.)
TANKLESS WATER HEATER
WASH MACHINE
DRY MACHINE
REFRIGERATOR SPACE. PROVIDE 36" MIN. CLR. WITH COLD WATER CONNECTION.
RANGE HOOD VENTING DIRECTLY TO THE BUILDING EXTERIOR AND SHALL PROVIDE MIN. 280 CFM WITH AT LEAST
ONE FAN SPEED SETTING AT MAX. SOUND RATING OF 3 SONES. PROVIDE 30" CLEARANCE ABOVE RANGE TO
UNPROTECTED COMBUSTIBLE MATERIAL OR 24" TO METAL VENTILATION HOOD
GARBAGE DISPOSAL
CABINET ABOVE （TYP.）
HOUSE BIBB WITH PERMANENT NOON-REMOVABLE ANTI-SYPHON VALVE.
22"X30" ATTIC ACCESS WITH 30" CLEAR HEADROOM (TYP.)
NOTES:
1. ALL INTERIOR MATERIALS USED SHALL MEET THE MIN. REQ. FOR "FLAME SPREAD INDEX" AND "SMOKE
DEVELOPED INDEX" AS REQUIRED BY SECTION R302.9.1 & R302.9.2 CRC
2. PROVIDE DEDICATED 20 AMP CIRCUITS TO THE BATHROOMS AND LAUNDRY AREAS.
3. PROVIDE AT LEAST TWO 20 AMP SMALL APPLIANCE CIRCUITS TO THE KITCHENS
4. TEMPERED GLASS TYP. SAFETY GLAZING SHALL BE IN CONFORMANCE WITH THE APPLICABLE L.A.C.R.C. ALL
EXTERIOR DOORS SHALL BE 1-3/8"(MIN) WITH TEMPERED GLASS U.N.O.
T
E
1
2
3
4
5
6
7
8
9
10
11
12
13
14
16
15
24" WIDE DISHWASHER，OVEN OR MICROWAVE SPACES
MINI SPLIT
A
A-8
B A-
8
B A-
8
D3
D3
2
4
5
6
16
2
4
5
6
D3
D3
D1
15 15
REF
10
W/
D
8
9
D1
2
4
5
6
D3
D3
D3
16
2
4
5
6
REF
10
D3
D3
W/
D
8
9
NW
H
NW
H
MI
N
I
S
P
L
I
T
MI
N
I
S
P
L
I
T
MI
N
I
S
P
L
I
T
MI
N
I
S
P
L
I
T
MI
N
I
S
P
L
I
T
MI
N
I
S
P
L
I
T
MI
N
I
S
P
L
I
T
MI
N
I
S
P
L
I
T
T
T
T
T
T
D3
D2
D2
77
T
11
11
14
14
12
12
11
33
3
1 1
3
B A-
8
B A-
8
A
A-8
D1
D1
Note:
ADUs require articulation of depth at least 8" on at least 2 facades on each.
NE
P
NE
P
D3D3
E E
E E
SD
S/C
SD
SD
S/C S/C
S/C
S/C
SD
S/C
A-2
C Sheet
Sheet
PROPOSED FLOOR PLAN
FLOOR PLAN KEY NOTES
HAPPY HOME
CONSTRUCTION
08/16/24
REVISIONS
BY
1
2
3
PROJECT NAME/ADDRESS
SHEET CONTENT
AHJ STAMP APPROVAL
Date
Drawn
ISSUE DATE BY
1st
2nd
3rd
4
5
6
DATE
STELLA SU
ADU
1150 ARCADIA AVE,
ARCADIA, CA 91007
OWNER:
DBO PROPERTIES LLC
NEW WINDOW SCHEDULE
DIMENSION
KEY
W
W2
W3
H
NOTES: SHGC 0.23 , U FACTORY 0.3
WINDOW TYPE
VINYL
VINYL
LOW E, INSULATED
LOW E, INSULATED
TYPE FRAME MATERIAL
NOTES: TEMPERED GLASS IS USED IN THE BATHROOM , KITCHEN AND WINDOWS NEAR THE DOOR.
SLIDER
SLIDER
W4
VINYL LOW E, INSULATED SLIDER
4'-0"3'-0"
4'-0"4'-0"
NEW DOOR SCHEDULE
DIMENSION
KEY
W
D1
D2
NOTES:
TEMPERED GLASS TYP. SAFETY GLAZING SHALL BE IN CONFORMANCE WITH THE APPLICABLE L.A.C.R.C. ALL
EXTERIOR DOORS SHALL BE 1-3/8"(MIN) WITH TEMPERED GLASS U.N.O.
3'-0"
H
6'-8"
6'-8"
SWING
SWING
WOOD
WOOD
KEY LOCK
PRIVACY LOCK
TYPE MATERIAL HARDWARE
DOOR TYPE
2'-8"
2'-0"3'-0"
NOTES: The NFRC temporary label displayed on windows must remain on the unit
until final inspection has been completed.
D3 6'-8"SWING WOOD PRIVACY LOCK2'-6"
A.D.U. NEW ROOF NOTE:
NEW ATTIC VENT CALCULATION:
ROOF 1,000 SF:
ATTIC VENT REQUIREMENT 1000 / 150 = 6.67 SF
ATTIC VENT PROVIDED 0.8 X 0.8 X 3.14 X 1 = 2 SF
PROPOSED 4 VENT 4 X 2 = 8 > 6.67 SF
THE ROOF PITCH/SLOPE 4 : 12
BUILDING SIDE
ADU-G WEST
ADU-H EAST
MAX OPENING %
25%
25%
WALL AREA
98 SF
98 SF
WALL OPENING
19%
19%
ACTUAL OPENING %
507 SF
507 SF
VINYL LOW E, INSULATED SLIDER
W1 5'-0"4'-0"
A-3
C Sheet
Sheet
(N)ADU ROOF PLAN
HAPPY HOME
CONSTRUCTION
REVISIONS
BY
1
2
3
PROJECT NAME/ADDRESS
SHEET CONTENT
AHJ STAMP APPROVAL
Date
Drawn
ISSUE DATE BY
1st
2nd
3rd
08/16/24
4
5
6
DATE
STELLA SU
ADU
1150 ARCADIA AVE,
ARCADIA, CA 91007
OWNER:
DBO PROPERTIES LLC
NEW STAIR WAY ELEVATION SPECIFICATIONS
1
2
NEW STAIR WAY.
3
4
5
RUN 11"
GUARDRAILS HEIGHT 42".
HANDRAIL HEIGHT 36".
IRON GUARDRAIL, BLACK COLOR.
IRON HANDRAIL, BLACK COLOR.
RISER 7"
CONCRETE STAIR, NATURE CONCRETE COLOR.
IRON GUARDRAIL & HANDRAIL, BLACK COLOR.
6 VERTICAL RAILS SPACE 3" (<4").
-3'7"-3'7"
0'0"
A-4
C Sheet
Sheet
(N)STAIR ELEVATION PLAN
ELEVATION SPECIFICATIONS
HAPPY HOME
CONSTRUCTION
REVISIONS
BY
1
2
3
PROJECT NAME/ADDRESS
SHEET CONTENT
AHJ STAMP APPROVAL
Date
Drawn
ISSUE DATE BY
1st
2nd
3rd
08/16/24
4
5
6
DATE
STELLA SU
ADU
1150 ARCADIA AVE,
ARCADIA, CA 91007
OWNER:
DBO PROPERTIES LLC
BU
I
L
D
I
N
G
H
E
I
G
H
T
T.O.C
F. F.
T.O.R
BU
I
L
D
I
N
G
H
E
I
G
H
T
T.O.C
F. F.
T.O.R
124
ELEVATION SPECIFICATIONS
1
2
COMPOSITION (CLASS-A) ROOF SHINGLES WITH 2 LAYERS,
COMPOSITION ASPHALT SHINGLE
INSTALLATION SHALL BE IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS.
ICC-ES AC 438, BROWNWOOD COLOR.
NEW SHINGLE ROOF MATCH E TO EXISTING MATERIAL AND COLOR.
3
NEW EXTERIOR WALL STUCCO
MATCH TO EXISTING MATERIAL AND COLOR.
BU
I
L
D
I
N
G
H
E
I
G
H
T
T.O.C
F. F.
T.O.R
BU
I
L
D
I
N
G
H
E
I
G
H
T
T.O.C
F. F.
T.O.R
124
124
124
4
5 NEW DOORS
NEW WINDOWS
EXTERIOR WALL LIGHT,DOWN LIGHTS ONLY, NO PROJECTING
MATCH TO EXISTING MATERIAL AND COLOR.
MATCH TO EXISTING MATERIAL AND COLOR.
INTO NEIGHBORING PROPERTIES.
MATCH TO EXISTING MATERIAL AND COLOR.
CRAWL
SPACE
VENT
A.D.U. CRAWL SPACE VENT NOTE:
CRAWL SPACE VENT CALCULATION:
CRAWL SPACE AREA 1,000 SF:
CRAWL SPACE VENT REQUIREMENT 1000 / 150 = 6.67 SF =961 SQUARE INCHES
CRAWL SPACE VENT PROVIDED 14 X 6 = 84 SQUARE INCHES
961 / 84 = 11.4
PROPOSED CRAWL SPACE VENT 12
(N)
STUCCO
WALL
CRAWL
SPACE
ENTRANCE
CRAWL
SPACE
VENT
CRAWL
SPACE
VENT
CRAWL
SPACE
VENT
(N)
STUCCO
WALL
CRAWL
SPACE
VENT
CRAWL
SPACE
VENT
(N)
STUCCO
WALL
(N)
STUCCO
WALL
(N)
STUCCO
WALL
SOUTH
WALL
NORTH
WALL
SOUTH
WALL
NORTH
WALL
BU
I
L
D
I
N
G
H
E
I
G
H
T
T.O.C
T.O.R
BU
I
L
D
I
N
G
H
E
I
G
H
T
T.O.C
F. F.
T.O.R
A-5
C Sheet
Sheet
(N)ADU-G ELEVATION PLAN
ELEVATION SPECIFICATIONS
HAPPY HOME
CONSTRUCTION
REVISIONS
BY
1
2
3
PROJECT NAME/ADDRESS
SHEET CONTENT
AHJ STAMP APPROVAL
Date
Drawn
ISSUE DATE BY
1st
2nd
3rd
08/16/24
4
5
6
DATE
STELLA SU
ADU
1150 ARCADIA AVE,
ARCADIA, CA 91007
OWNER:
DBO PROPERTIES LLC
BU
I
L
D
I
N
G
H
E
I
G
H
T
T.O.C
F. F.
T.O.R
124
BU
I
L
D
I
N
G
H
E
I
G
H
T
T.O.C
F. F.
T.O.R
124
ELEVATION SPECIFICATIONS
1
2
COMPOSITION (CLASS-A) ROOF SHINGLES WITH 2 LAYERS,
COMPOSITION ASPHALT SHINGLE
INSTALLATION SHALL BE IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS.
ICC-ES AC 438, BROWNWOOD COLOR.
NEW SHINGLE ROOF MATCH E TO EXISTING MATERIAL AND COLOR.
3
4
5 NEW DOORS
NEW WINDOWS
EXTERIOR WALL LIGHT,DOWN LIGHTS ONLY, NO PROJECTING
MATCH TO EXISTING MATERIAL AND COLOR.
MATCH TO EXISTING MATERIAL AND COLOR.
INTO NEIGHBORING PROPERTIES.
NEW EXTERIOR WALL STUCCO
MATCH TO EXISTING MATERIAL AND COLOR.
MATCH TO EXISTING MATERIAL AND COLOR.
2
1
5
4
3
CRAWL
SPACE
VENT
(N)
STUCCO
WALL
CRAWL
SPACE
ENTRANCE
CRAWL
SPACE
VENT
SOUTH
WALL
NORTH
WALL
SOUTH
WALL
BU
I
L
D
I
N
G
H
E
I
G
H
T
T.O.C
F. F.
T.O.R
SOUTH
WALL
NORTH
WALL
BU
I
L
D
I
N
G
H
E
I
G
H
T
T.O.C
F. F.
T.O.R
A-6
C Sheet
Sheet
(N)ADU-H ELEVATION PLAN
ELEVATION SPECIFICATIONS
HAPPY HOME
CONSTRUCTION
REVISIONS
BY
1
2
3
PROJECT NAME/ADDRESS
SHEET CONTENT
AHJ STAMP APPROVAL
Date
Drawn
ISSUE DATE BY
1st
2nd
3rd
08/16/24
4
5
6
DATE
STELLA SU
ADU
1150 ARCADIA AVE,
ARCADIA, CA 91007
OWNER:
DBO PROPERTIES LLC
(E)APARTMENT (E)APARTMENT
SCALE: 3/32" = 1'-0"
MAIN HOUSE & (N) ADU-H WEST ELEVATION1-
BU
I
L
D
I
N
G
H
E
I
G
H
T
T.O.C
F. F.
T.O.R
124
TOP OF CURB ELEVATION: 520.82
FINISH FLOOR ELEVATION OF NORTH ADU: 518.11+2.89=521
CURB
WEST P.L.
521
BU
I
L
D
I
N
G
H
E
I
G
H
T
T.O.C
F. F.
T.O.R
FINISH FLOOR ELEVATION OF SOUTH ADU: 517.91+3.09=521
521 CRAWL
SPACE
ENTRANCE
CRAWL
SPACE
VENT
A-7
C Sheet
Sheet
ELEVATION PLAN
HAPPY HOME
CONSTRUCTION
REVISIONS
BY
1
2
3
PROJECT NAME/ADDRESS
SHEET CONTENT
AHJ STAMP APPROVAL
Date
Drawn
ISSUE DATE BY
1st
2nd
3rd
08/16/24
4
5
6
DATE
STELLA SU
ADU
1150 ARCADIA AVE,
ARCADIA, CA 91007
OWNER:
DBO PROPERTIES LLC
MAIN HOUSE & ADU WEST
SECTION MATERIAL LEGEND
R-30 INSULATION
R-15 INSULATION
7/8" STUCCO FINISH OVER METAL LATH & FELT (TYP.)
SEE STRUCT. PLAN FOR DETAIL.
FLOOR JOIST
SEE STRUCT. PLAN FOR DETAIL.
FOUNDATION FOOTING & FOUNDATION WALL.
SEE STRUCT. PLAN FOR DETAIL.
2X ROOF RAFTER.
SEE STRUCT. PLAN FOR DETAIL.
2X CEILING JOIST.
SEE STRUCT. PLAN FOR DETAIL.
INTERIOR 5/8" GYPSUM BOARD FINISH (TYP.)
RADIANT BARRIER.
HEADER / BEAM PER PLAN
SEE STRUCT.PLAN FOR DETAIL.
BU
I
L
D
I
N
G
H
E
I
G
H
T
T.O.C
F. F.
T.O.R
1
2
3
2
3
1 4
6
77
BU
I
L
D
I
N
G
H
E
I
G
H
T
T.O.C
F. F.
T.O.R
1
2
3
5
6
124
124
1-HOUR FIRE RATED EAVE OVERHANG
5/8" TYPE X
GYPSUM BOARD
2x4 STUD @16" O.C.
1-HR FIRE RATED WALL DETAIL
R-15 INSULATION
EXTERIOR
INTERIOR
1" STUCCO
3/8" OSD
4
6
9
11 12 11 12
CRAWL SPACE HEIGHT 18" MIN.
SEE STRUCT. PLAN FOR DETAIL.
POST & PIER
SEE STRUCT. PLAN FOR DETAIL.
11
12
7
13 13
9
GIRDER
SEE STRUCT. PLAN FOR DETAIL.
13
6
5
4
3
2
1
8
9
10
10 10
88
12 13910
BU
I
L
D
I
N
G
H
E
I
G
H
T
T.O.C
F. F.
T.O.R
BU
I
L
D
I
N
G
H
E
I
G
H
T
T.O.C
F. F.
T.O.R
1
2
3
5
6
124
88
12 13910
BU
I
L
D
I
N
G
H
E
I
G
H
T
T.O.C
F. F.
T.O.R
A-8
C Sheet
Sheet
(N)ADU SECTION PLAN
SECTION MATERIAL LEGEND
HAPPY HOME
CONSTRUCTION
REVISIONS
BY
1
2
3
PROJECT NAME/ADDRESS
SHEET CONTENT
AHJ STAMP APPROVAL
Date
Drawn
ISSUE DATE BY
1st
2nd
3rd
08/16/24
4
5
6
DATE
STELLA SU
ADU
1150 ARCADIA AVE,
ARCADIA, CA 91007
OWNER:
DBO PROPERTIES LLC
B
vs
NOTE:
ALL OUTLETS TO BE AFCI PROTECTED EXCEPT WHENEVER
BATHROOM EXHAUST FAN W / HUMIDITY SENSOR
MIN. 50 CFM INTERMITTENT OR 20 CFM CONTINOUS .
DOOR BELL
SINGLE POLE SWITCH
SINGLE POLE SWITCH, CONTROLLED BY
VACANCY SENSOR
SD SMOKE DETECTOR TO BE HARD WIRED &
INTERCONNECTED WITH BATTERY BACK
UP
S/C
SMOKE & CARBON MONOXIDE ALARM
COMBINATION TO BE HARD WIRED &
INTERCONNECT WITH BATTERY BACK UP
HANGING LIGHTS- HIGH EFFICACY
ELECTRICAL SYMBOLS
DUPLEX OUTLET
RECEPTACLE WITH ARC FAULT CIRCUIT
INTERRUPTION & SHALL BE TAMPER RESISTANT
RECEPTACLE WITH GROUND FAULT CIRCUIT
INTERRUPTION
WALL LAMP- HIGH EFFICACY, MOTION SENSOR/PHOTOCELL
RECESSED LIGHT- HIGH EFFICACY
THE FAN MUST BE CONTROLLED BY A HUMIDITY CONTROL.
D3
D3
2
4
5
6
16
2
4
5
6
D3
D3
D1
15 15
REF
10
W/
D
8
9
D1
2
4
5
6
D3
D3
D3
16
2
4
5
6
REF
10
D3
D3
W/
D
8
9
NW
H
NW
H
MI
N
I
S
P
L
I
T
MI
N
I
S
P
L
I
T
MI
N
I
S
P
L
I
T
MI
N
I
S
P
L
I
T
MI
N
I
S
P
L
I
T
MI
N
I
S
P
L
I
T
MI
N
I
S
P
L
I
T
MI
N
I
S
P
L
I
T
T
T
T
T
T
D3
D2
D2
7
T
11
11
14
14
12
12
11
33
3
1 1
3
D1
D1
NE
P
NE
P
E E
E E
SDSD
S/C
SD
S/C S/C S/C
S/C
SD
S/C
D3 D3
7
A-9
C Sheet
Sheet
(N)ADU ELECTRIAL PLAN
ELECTRICAL SYMBOLS
HAPPY HOME
CONSTRUCTION
REVISIONS
BY
1
2
3
PROJECT NAME/ADDRESS
SHEET CONTENT
AHJ STAMP APPROVAL
Date
Drawn
ISSUE DATE BY
1st
2nd
3rd
08/16/24
4
5
6
DATE
STELLA SU
ADU
1150 ARCADIA AVE,
ARCADIA, CA 91007
OWNER:
DBO PROPERTIES LLC
1 2
3
1
2
3
A-10
C Sheet
Sheet
(N)TRASH ENCLOSURE
FLOOR PLAN
HAPPY HOME
CONSTRUCTION
REVISIONS
BY
1
2
3
PROJECT NAME/ADDRESS
SHEET CONTENT
AHJ STAMP APPROVAL
Date
Drawn
ISSUE DATE BY
1st
2nd
3rd
08/16/24
4
5
6
DATE
STELLA SU
SECTION PLAN
ADU
1150 ARCADIA AVE,
ARCADIA, CA 91007
OWNER:
DBO PROPERTIES LLC
ELEVATION SPECIFICATIONS
GIBRALTAR BUILDING PRODUCTS, 12 ' CORRUGATED GALVANIZED
LIGHT BROWN MATCH TO (E) WALL COLOR.
INSTALLATION SHALL BE IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS.
STEEL 29-GAUGE ROOF PANEL
(N) GALVANIZED STEEL ROOF MATCH E TO (E) WALL COLOR.
(N)IRON POST 3"X3" CONNECT TO STEEL ROOF & ENCLOSURE WALL.
(N)MASONRY WALL STUCCO FINISHED, MASONRY BLOCK 8"X8"X16".
(N) IRON POST 2"X2" CONNECT MASONRY WALL & IRON GATE.
MATCH TO (E) WALL COLOR.
MATCH TO (E) WALL COLOR.
MATCH TO (E) WALL COLOR.
(N) IRON CEILING JOIST 2"X2"
MATCH TO (E) WALL COLOR.
(N) STUCCO & METAL PAINT
MATCH TO (E) WALL COLOR.
1
2
3
4
5
6
(N) TWO SOLID IRON GATE 5'4"X5'10"X2 WITH IRON LATCH1 12"X5
8".
MATCH TO (E) WALL COLOR.
7
A-11
C Sheet
Sheet
(N)TRASH ENCLOSURE
ELEVATION PLAN
HAPPY HOME
CONSTRUCTION
REVISIONS
BY
1
2
3
PROJECT NAME/ADDRESS
SHEET CONTENT
AHJ STAMP APPROVAL
Date
Drawn
ISSUE DATE BY
1st
2nd
3rd
08/16/24
4
5
6
DATE
STELLA SU
ADU
1150 ARCADIA AVE,
ARCADIA, CA 91007
OWNER:
DBO PROPERTIES LLC
CHAPTER 4
RESIDENTIAL MANDATORY MEASURES
DIVISION 4.1 PLANNING AND DESIGN
DIVISION 4.3 WATER EFFICIENCY AND CONSERVATION
4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE
4.406.1 RODENT PROOFING. Annular spaces around pipes, electric cables, conduits or other openings in
sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such
openings with cement mortar, concrete masonry or a similar method acceptable to the enforcing
agency.
4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING
4.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65
percent of the non-hazardous construction and demolition waste in accordance with either Section
4.408.2, 4.408.3 or 4.408.4, or meet a more stringent local construction and demolition waste
management ordinance.
Exceptions:
1. Excavated soil and land-clearing debris.
2. Alternate waste reduction methods developed by working with local agencies if diversion or
recycle facilities capable of compliance with this item do not exist or are not located reasonably
close to the jobsite.
3. The enforcing agency may make exceptions to the requirements of this section when isolated
jobsites are located in areas beyond the haul boundaries of the diversion facility.
4.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN. Submit a construction waste management plan
in conformance with Items 1 through 5. The construction waste management plan shall be updated as
necessary and shall be available during construction for examination by the enforcing agency.
1. Identify the construction and demolition waste materials to be diverted from disposal by recycling,
reuse on the project or salvage for future use or sale.
2. Specify if construction and demolition waste materials will be sorted on-site (source separated) or
bulk mixed (single stream).
3. Identify diversion facilities where the construction and demolition waste material collected will be
taken.
4. Identify construction methods employed to reduce the amount of construction and demolition waste
generated.
5. Specify that the amount of construction and demolition waste materials diverted shall be calculated
by weight or volume, but not by both.
4.408.3 WASTE MANAGEMENT COMPANY. Utilize a waste management company, approved by the
enforcing agency, which can provide verifiable documentation that the percentage of construction and
demolition waste material diverted from the landfill complies with Section 4.408.1.
Note: The owner or contractor may make the determination if the construction and demolition waste
materials will be diverted by a waste management company.
4.408.4 WASTE STREAM REDUCTION ALTERNATIVE [LR]. Projects that generate a total combined
weight of construction and demolition waste disposed of in landfills, which do not exceed 3.4
lbs./sq.ft. of the building area shall meet the minimum 65% construction waste reduction requirement in
Section 4.408.1
4.408.4.1 WASTE STREAM REDUCTION ALTERNATIVE. Projects that generate a total combined
weight of construction and demolition waste disposed of in landfills, which do not exceed 2 pounds
per square foot of the building area, shall meet the minimum 65% construction waste reduction
requirement in Section 4.408.1
4.408.5 DOCUMENTATION. Documentation shall be provided to the enforcing agency which demonstrates
compliance with Section 4.408.2, items 1 through 5, Section 4.408.3 or Section 4.408.4..
Notes:
1. Sample forms found in "A Guide to the California Green Building Standards Code
(Residential)" located at www.hcd.ca.gov/CALGreen.html may be used to assist in
documenting compliance with this section.
2. Mixed construction and demolition debris (C & D) processors can be located at the California
Department of Resources Recycling and Recovery (CalRecycle).
4.410 BUILDING MAINTENANCE AND OPERATION
4.410.1 OPERATION AND MAINTENANCE MANUAL. At the time of final inspection, a manual, compact
disc, web-based reference or other media acceptable to the enforcing agency which includes all of the
following shall be placed in the building:
1. Directions to the owner or occupant that the manual shall remain with the building throughout the
life cycle of the structure.
2. Operation and maintenance instructions for the following:
a. Equipment and appliances, including water-saving devices and systems, HVAC systems,
photovoltaic systems, electric vehicle chargers, water-heating systems and other major
appliances and equipment.
b. Roof and yard drainage, including gutters and downspouts.
c. Space conditioning systems, including condensers and air filters.
d. Landscape irrigation systems.
e. Water reuse systems.
3. Information from local utility, water and waste recovery providers on methods to further reduce
resource consumption, including recycle programs and locations.
4. Public transportation and/or carpool options available in the area.
5. Educational material on the positive impacts of an interior relative humidity between 30-60 percent
and what methods an occupant may use to maintain the relative humidity level in that range.
6. Information about water-conserving landscape and irrigation design and controllers which conserve
water.
7. Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5
feet away from the foundation.
8. Information on required routine maintenance measures, including, but not limited to, caulking,
painting, grading around the building, etc.
9. Information about state solar energy and incentive programs available.
10. A copy of all special inspections verifications required by the enforcing agency or this code.
11. Information from the Department of Forestry and Fire Protection on maintenance of defensible
space around residential structures.
12. Information and/or drawings identifying the location of grab bar reinforcements.
4.410.2 RECYCLING BY OCCUPANTS. Where 5 or more multifamily dwelling units are constructed on a
building site, provide readily accessible area(s) that serves all buildings on the site and are identified for the
depositing, storage and collection of non-hazardous materials for recycling, including (at a minimum) paper,
corrugated cardboard, glass, plastics, organic waster, and metals, or meet a lawfully enacted local recycling
ordinance, if more restrictive.
Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources Code Section
42649.82 (a)(2)(A) et seq. are note required to comply with the organic waste portion of
this section.
DIVISION 4.4 MATERIAL CONSERVATION AND RESOURCE
EFFICIENCY
DIVISION 4.5 ENVIRONMENTAL QUALITY
4.303 INDOOR WATER USE
4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and
urinals) and fittings (faucets and showerheads) shall comply with the sections 4.303.1.1, 4.303.1.2, 4.303.1.3,
and 4.303.4.4.
Note: All noncompliant plumbing fixtures in any residential real property shall be replaced with water-conserving
plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final
completion, certificate of occupancy, or final permit approval by the local building department. See Civil
Code Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture, types of residential
buildings affected and other important enactment dates.
4.303.1.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per
flush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense
Specification for Tank-type Toilets.
Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume
of two reduced flushes and one full flush.
4.303.1.2 Urinals. The effective flush volume of wall mounted urinals shall not exceed 0.125 gallons per flush.
The effective flush volume of all other urinals shall not exceed 0.5 gallons per flush.
4.303.1.3 Showerheads.
4.303.1.3.1 Single Showerhead. Showerheads shall have a maximum flow rate of not more than 1.8
gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA
WaterSense Specification for Showerheads.
4.303.1.3.2 Multiple showerheads serving one shower. When a shower is served by more than one
showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by
a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to only
allow one shower outlet to be in operation at a time.
Note: A hand-held shower shall be considered a showerhead.
4.303.1.4 Faucets.
4.303.1.4.1 Residential Lavatory Faucets. The maximum flow rate of residential lavatory faucets shall
not exceed 1.2 gallons per minute at 60 psi. The minimum flow rate of residential lavatory faucets shall
not be less than 0.8 gallons per minute at 20 psi.
4.303.1.4.2 Lavatory Faucets in Common and Public Use Areas. The maximum flow rate of lavatory
faucets installed in common and public use areas (outside of dwellings or sleeping units) in residential
buildings shall not exceed 0.5 gallons per minute at 60 psi.
4.303.1.4.3 Metering Faucets. Metering faucets when installed in residential buildings shall not deliver
more than 0.2 gallons per cycle.
4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons
per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not
to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per
minute at 60 psi.
Note: Where complying faucets are unavailable, aerators or other means may be used to achieve
reduction.
4.303.1.4.5 Pre-rinse spray valves.
When installed, shall meet the requirements in the California Code of Regulations, Title 20 (Appliance
Efficiency Regulations), Sections 1605.1 (h)(4) Table H-2, Section 1605.3 (h)(4)(A), and Section 1607
(d)(7) and shall be equipped with an integral automatic shutoff.
FOR REFERENCE ONLY: The following table and code section have been reprinted from the California
Code of Regulations, Title 20 (Appliance Efficiency Regulations),Section 1605.1 (h)(4) and Section
1605.3 (h)(4)(A).
Title 20 Section 1605.3 (h)(4)(A): Commercial prerinse spray values manufactured on or after January
1, 2006, shall have a minimum spray force of not less than 4.0 ounces-force (ozf)[113 grams-force(gf)]
4.303.2 Submeters for multifamily buildings and dwelling units in mixed-used residential/commercial
buildings.
Submeters shall be installed to measure water usage of individual rental dwelling units in accordance with the
California Plumbing Code.
4.303.3 Standards for plumbing fixtures and fittings. Plumbing fixtures and fittings shall be installed in
accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table
1701.1 of the California Plumbing Code.
TABLE - MAXIMUM FIXTURE WATER USE
FIXTURE TYPE FLOW RATE
SHOWER HEADS (RESIDENTIAL)1.8 GMP @ 80 PSI
LAVATORY FAUCETS (RESIDENTIAL)MAX. 1.2 GPM @ 60 PSI MIN. 0.8 GPM @ 20
PSI
LAVATORY FAUCETS IN COMMON & PUBLIC
USE AREAS 0.5 GPM @ 60 PSI
KITCHEN FAUCETS 1.8 GPM @ 60 PSI
METERING FAUCETS 0.2 GAL/CYCLE
WATER CLOSET 1.28 GAL/FLUSH
URINALS 0.125 GAL/FLUSH
4.304 OUTDOOR WATER USE
4.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Residential developments shall comply with
a local water efficient landscape ordinance or the current California Department of Water Resources' Model Water
Efficient Landscape Ordinance (MWELO), whichever is more stringent.
NOTES:
1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code Regulations,
Title 23, Chapter 2.7, Division 2. MWELO and supporting documents, including water budget calculator, are
available at: https://www.water.ca.gov/
ABBREVIATION DEFINITIONS:
HCD Department of Housing and Community Development
BSC California Building Standards Commission
DSA-SS Division of the State Architect, Structural Safety
OSHPD Office of Statewide Health Planning and Development
LR Low Rise
HR High Rise
AA Additions and Alterations
N New
NOTE:
THIS TABLE COMPILES THE DATA IN SECTION 4.303.1, AND IS INCLUDED AS A
CONVENIENCE FOR THE USER.
SECTION 4.102 DEFINITIONS
4.102.1 DEFINITIONS
The following terms are defined in Chapter 2 (and are included here for reference)
FRENCH DRAIN. A trench, hole or other depressed area loosely filled with rock, gravel, fragments of brick or similar
pervious material used to collect or channel drainage or runoff water.
WATTLES. Wattles are used to reduce sediment in runoff. Wattles are often constructed of natural plant materials
such as hay, straw or similar material shaped in the form of tubes and placed on a downflow slope. Wattles are also
used for perimeter and inlet controls.
4.106 SITE DEVELOPMENT
4.106.1 GENERAL. Preservation and use of available natural resources shall be accomplished through evaluation
and careful planning to minimize negative effects on the site and adjacent areas. Preservation of slopes,
management of storm water drainage and erosion controls shall comply with this section.
4.106.2 STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION. Projects which disturb less
than one acre of soil and are not part of a larger common plan of development which in total disturbs one acre
or more, shall manage storm water drainage during construction. In order to manage storm water drainage
during construction, one or more of the following measures shall be implemented to prevent flooding of adjacent
property, prevent erosion and retain soil runoff on the site.
1. Retention basins of sufficient size shall be utilized to retain storm water on the site.
2. Where storm water is conveyed to a public drainage system, collection point, gutter or similar
disposal method, water shall be filtered by use of a barrier system, wattle or other method approved
by the enforcing agency.
3. Compliance with a lawfully enacted storm water management ordinance.
Note: Refer to the State Water Resources Control Board for projects which disturb one acre or more of soil, or
are part of a larger common plan of development which in total disturbs one acre or more of soil.
(Website: https://www.waterboards.ca.gov/water_issues/programs/stormwater/construction.html)
4.106.3 GRADING AND PAVING. Construction plans shall indicate how the site grading or drainage system will
manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface
water include, but are not limited to, the following:
1. Swales
2. Water collection and disposal systems
3. French drains
4. Water retention gardens
5. Other water measures which keep surface water away from buildings and aid in groundwater
recharge.
Exception: Additions and alterations not altering the drainage path.
4.106.4 Electric vehicle (EV) charging for new construction. New construction shall comply with Section 4.106.4.1
or 4.106.4.2. Electric vehicle supply equipment (EVSE) shall comply with the California Electrical Code.
Exceptions:
1. On a case-by-case basis, where the local enforcing agency has determined EV charging and
infrastructure are not feasible based upon one or more of the following conditions:
1.1 Where there is no local utility power supply or the local utility is unable to supply adequate
power.
1.2 Where there is evidence suitable to the local enforcing agency substantiating that additional
local utility infrastructure design requirements, directly related to the implementation of Section
4.106.4, may adversely impact the construction cost of the project.
2. Accessory Dwelling Units (ADU) and Junior Accessory Dwelling Units (JADU) without additional
parking facilities.
4.106.4.1 New one- and two-family dwellings and townhouses with attached private garages. For each
dwelling unit, install a listed raceway to accommodate a dedicated 208/240-volt branch circuit. The raceway
shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main
service or subpanel and shall terminate into a listed cabinet, box or other enclosure in close proximity to the
proposed location of an EV charger. Raceways are required to be continuous at enclosed, inaccessible or
concealed areas and spaces. The service panel and/or subpanel shall provide capacity to install a 40-ampere
208/240-volt minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit
overcurrent protective device.
Exemption: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is
installed in close proximity to the proposed location of an EV charger at the time of original construction in
accordance with the California Electrical Code.
4.106.4.1.1 Identification. 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 permanently and visibly marked as "EV CAPABLE".
CHAPTER 3
GREEN BUILDING
SECTION 301 GENERAL
301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in
the application checklists contained in this code. Voluntary green building measures are also included in the
application checklists and may be included in the design and construction of structures covered by this code,
but are not required unless adopted by a city, county, or city and county as specified in Section 101.7.
301.1.1 Additions and alterations. [HCD] The mandatory provisions of Chapter 4 shall be applied to
additions or alterations of existing residential buildings where the addition or alteration increases the
building's conditioned area, volume, or size. The requirements shall apply only to and/or within the
specific area of the addition or alteration.
The mandatory provision of Section 4.106.4.2 may apply to additions or alterations of existing parking
facilities or the addition of new parking facilities serving existing multifamily buildings. See Section
4.106.4.3 for application.
Note: Repairs including, but not limited to, resurfacing, restriping and repairing or maintaining existing
lighting fixtures are not considered alterations for the purpose of this section.
Note: On and after January 1, 2014, residential buildings undergoing permitted alterations, additions, or
improvements shall replace noncompliant plumbing fixtures with water-conserving plumbing fixtures.
Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate
of occupancy or final permit approval by the local building department. See Civil Code Section 1101.1,
et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and
other important enactment dates.
301.2 LOW-RISE AND HIGH-RISE RESIDENTIAL BUILDINGS. [HCD] The provisions of
individual sections of CALGreen may apply to either low-rise residential buildings high-rise residential
buildings, or both. Individual sections will be designated by banners to indicate where the section applies
specifically to low-rise only (LR) or high-rise only (HR). When the section applies to both low-rise and
high-rise buildings, no banner will be used.
SECTION 302 MIXED OCCUPANCY BUILDINGS
302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building
shall comply with the specific green building measures applicable to each specific occupancy.
Exceptions:
1. [HCD] Accessory structures and accessory occupancies serving residential buildings shall
comply with Chapter 4 and Appendix A4, as applicable.
2. [HCD] For purposes of CALGreen, live/work units, complying with Section 419 of the California
Building Code, shall not be considered mixed occupancies. Live/Work units shall comply with
Chapter 4 and Appendix A4, as applicable.
4.106.4.2 New multifamily dwellings, hotels and motels and new residential parking facilities.
When parking is provided, parking spaces for new multifamily dwellings, hotels and motels shall meet the
requirements of Section 4.106.4.2.2. Calculations for spaces shall be rounded up to the nearest whole number. A
parking space served by electric vehicle supply equipment or designed as an EV charging space shall count as at
least one standard automobile parking space only for the purpose of complying with any applicable minimum parking
space requirements established by a local jurisdiction. See Vehicle Code Section 22511.2 for further details.
4.106.4.2.1 Reserved.
4.106.4.2.2 Multifamily dwellings, hotels and motels
1. EV ready parking spaces with receptacles.
a. Hotels and motels. Forty (40) percent of the total number of parking spaces shall be equipped
with low power Level 2 EV charging receptacles.
b. Multifamily parking facilities. Forty (40) percent of the total number of parking spaces shall be
equipped with low power Level 2 EV charging receptacles. EV charging receptacles required by
this section shall be located in at least one assigned parking space per dwelling unit where
assigned parking is provided but need not exceed forty (40) percent of the total number of assigned
parking spaces provided on the site.
Exception: Areas of parking facilities served by parking lifts, including but not limited to
automated mechanical-access open parking garages as defined in the California Building
Code; or parking facilities otherwise incapable of supporting electric vehicle charging.
c. Receptacle power source. EV charging receptacles in multifamily parking facilities shall be
provided with a dedicated branch circuit connected to the dwelling unit's electrical panel, unless
determined as infeasible by the project builder or designer and subject to concurrence of the local
enforcing agency.
Exception: Areas of parking facilities served by parking lifts, including but not limited to
automated mechanical-access open parking garages as defined in the California Building
Code; or parking facilities otherwise incapable of supporting electric vehicle charging.
d. Receptacle configurations. 208/240V EV charging receptacles shall comply with one of
the following configurations:
1. For 20-ampere receptacles, NEMA 6-20R
2. For 30-ampere receptacles, NEMA 14-30R
3. For 50-ampere receptacles, NEMA 14-50R
2. EV ready parking spaces with EV chargers.
a. Hotels and motels. Ten (10) percent of the total number of parking spaces shall be equipped
with Level 2 EV chargers. At least fifty (50) percent of the required EV chargers shall be equipped
with J1772 connectors.
b. Multifamily parking facilities. Ten (10) percent of the total number of parking spaces shall be
equipped with Level 2 EV chargers. At least fifty (50) percent of the required EV chargers shall be
equipped with J1772 connectors. Where common use parking or unassigned parking is provided,
EV chargers shall be located in common use or unassigned parking areas and shall be available
for use by all residents or guests.
Where low power Level 2 EV charging receptacles or Level 2 EV chargers are installed beyond
the minimum required, an automatic load management system (ALMS) may be used to reduce
the maximum required electrical capacity to each space served by the ALMS. The electrical system
and any on-site distribution transformers shall have sufficient capacity to deliver at least 3.3 kW
simultaneously to each EV charging station (EVCS) served by the ALMS. The branch circuit shall
have a minimum capacity of 40 amperes, and installed EV chargers shall have a capacity of not
less than 30 amperes.
4.106.4.2.2.1 Electric vehicle charging stations (EVCS).
Electric vehicle charging stations required by Section 4.106.4.2.2, Item 2, with EV chargers installed shall
comply with Section 4.106.4.2.2.1.1.
Exception: Electric vehicle charging stations serving public accommodations, public housing, motels and hotels
shall not be required to comply with this section. See California Building Code, Chapter 11B, for applicable
requirements.
4.106.4.2.2.1.1 Electric vehicle charging stations (EVCS) spaces with EV chargers installed; dimensions
and location.
EVCS spaces shall be designed to comply with the following:
1.The minimum length of each EVCS space shall be 18 feet (5486 mm).
2.The minimum width of each EVCS space shall be 9 feet (2743 mm).
3.One in every 25 EVCS spaces, but not less than one, shall also have an 8-foot (2438 mm) wide minimum
aisle. A 5-foot (1524 mm) wide minimum aisle shall be permitted provided the minimum width of the
EVCS space is 12 feet (3658 mm). Surface slope for this EVCS space and the aisle shall not exceed 1
unit vertical in 48 units horizontal (2.083 percent slope) in any direction. These EVCS spaces shall also
comply with at least one of the following:
a. The EVCS space shall be located adjacent to an accessible parking space meeting the requirements
of the California Building Code, Chapter 11A, to allow use of the EV charger from the accessible parking
space.
b. The EVCS space shall be located on an accessible route, as defined in the California Building Code,
Chapter 2, to the building.
Exception: Electric vehicle charging stations designed and constructed in compliance with the California
Building Code, Chapter 11B, are not required to comply with Section 4.106.4.2.2.1.1.
4.106.4.2.2.1.2 Accessible electric vehicle charging station spaces.
In addition to the requirements in Section 4.106.4.2.2.1.1, all EV chargers, where installed, shall comply with the
accessibility provisions for EV chargers in the California Building Code, Chapter 11B. EV ready spaces and
EVCS in multifamily developments shall comply with California Building Code, Chapter 11A, Section 1109A.
4.106.4.2.3 Reserved.
4.106.4.2.4 Reserved.
4.106.4.2.5 Electric vehicle ready space signage.
Electric vehicle ready spaces shall be identified by signage or pavement markings, in compliance with Caltrans
Traffic Operations Policy Directive 13-01 (Zero Emission Vehicle Signs and Pavement Markings) or its
successor(s).
4.106.4.3 Electric vehicle charging for additions and alterations of parking facilities serving existing
multi-family buildings.
Where new parking facilities are added, or electrical systems or lighting of existing parking facilities are added or
altered and the work requires a building permit, ten (10) percent of the total number of parking spaces added or
altered shall be EV capable spaces to support future Level 2 electric vehicle supply equipment. The service panel
or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for
future EV charging purposes as "EV CAPABLE."
Notes:
1.Construction documents are intended to demonstrate the project's capability and capacity for facilitating future
EV charging.
2.There is no requirement for EV spaces to be constructed or available until EV chargers are installed for use.
SECTION 4.501 GENERAL
4.501.1 Scope
The provisions of this chapter shall outline means of reducing the quality of air contaminants that are odorous,
irritating and/or harmful to the comfort and well being of a building's installers, occupants and neighbors.
SECTION 4.502 DEFINITIONS
5.102.1 DEFINITIONS
The following terms are defined in Chapter 2 (and are included here for reference)
AGRIFIBER PRODUCTS. Agrifiber products include wheatboard, strawboard, panel substrates and door
cores, not including furniture, fixtures and equipment (FF&E) not considered base building elements.
COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and
medium density fiberboard. "Composite wood products" does not include hardboard, structural plywood,
structural panels, structural composite lumber, oriented strand board, glued laminated timber, prefabricated
wood I-joists or finger-jointed lumber, all as specified in California Code of regulations (CCR), title 17, Section
93120.1.
DIRECT-VENT APPLIANCE. A fuel-burning appliance with a sealed combustion system that draws all air for
combustion from the outside atmosphere and discharges all flue gases to the outside atmosphere.
DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS.
Y N/AYN/AYN/AY N/A RESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
RESIDENTIAL MANDATORY MEASURES, SHEET 1 (July 2024 Supplement)Y = YES
N/A =NOT APPLICABLE
RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER,
OWNER, CONTRACTOR, INSPECTOR ETC.)
4.201 GENERAL
4.201.1 SCOPE. For the purposes of mandatory energy efficiency standards in this code, the California Energy
Commission will continue to adopt mandatory standards.
DIVISION 4.2 ENERGY EFFICIENCY
TABLE H-2
STANDARDS FOR COMMERCIAL PRE-RINSE SPRAY
VALUES MANUFACTURED ON OR AFTER JANUARY 28, 2019
PRODUCT CLASS
[spray force in ounce force (ozf)]MAXIMUM FLOW RATE (gpm)
Product Class 1 (≤1.00
Product Class 2 (> 5.0 ozf and ≤1.20
Product Class 3 (> 8.0 ozf)1.28
THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE.G-1
C Sheet
Sheet
GREEN FORM 1
HAPPY HOME
CONSTRUCTION
REVISIONS
BY
1
2
3
PROJECT NAME/ADDRESS
SHEET CONTENT
AHJ STAMP APPROVAL
Date
Drawn
ISSUE DATE BY
1st
2nd
3rd
08/16/24
4
5
6
DATE
STELLA SU
ADU
1150 ARCADIA AVE,
ARCADIA, CA 91007
OWNER:
DBO PROPERTIES LLC
MAXIMUM INCREMENTAL REACTIVITY (MIR). The maximum change in weight of ozone formed by adding a
compound to the "Base Reactive Organic Gas (ROG) Mixture" per weight of compound added, expressed to
hundredths of a gram (g O?/g ROC).
Note: MIR values for individual compounds and hydrocarbon solvents are specified in CCR, Title 17, Sections 94700
and 94701.
MOISTURE CONTENT. The weight of the water in wood expressed in percentage of the weight of the oven-dry wood.
PRODUCT-WEIGHTED MIR (PWMIR). The sum of all weighted-MIR for all ingredients in a product subject to this
article. The PWMIR is the total product reactivity expressed to hundredths of a gram of ozone formed per gram of
product (excluding container and packaging).
Note: PWMIR is calculated according to equations found in CCR, Title 17, Section 94521 (a).
REACTIVE ORGANIC COMPOUND (ROC). Any compound that has the potential, once emitted, to contribute to
ozone formation in the troposphere.
VOC. A volatile organic compound (VOC) broadly defined as a chemical compound based on carbon chains or rings
with vapor pressures greater than 0.1 millimeters of mercury at room temperature. These compounds typically contain
hydrogen and may contain oxygen, nitrogen and other elements. See CCR Title 17, Section 94508(a).
4.503 FIREPLACES
4.503.1 GENERAL. Any installed gas fireplace shall be a direct-vent sealed-combustion type. Any installed
woodstove or pellet stove shall comply with U.S. EPA New Source Performance Standards (NSPS) emission limits as
applicable, and shall have a permanent label indicating they are certified to meet the emission limits. Woodstoves,
pellet stoves and fireplaces shall also comply with applicable local ordinances.
4.504 POLLUTANT CONTROL
4.504.1 COVERING OF DUCT OPENINGS & PROTECTION OF MECHANICAL EQUIPMENT DURING
CONSTRUCTION. At the time of rough installation, during storage on the construction site and until final
startup of the heating, cooling and ventilating equipment, all duct and other related air distribution component
openings shall be covered with tape, plastic, sheet metal or other methods acceptable to the enforcing agency to
reduce the amount of water, dust or debris which may enter the system.
4.504.2 FINISH MATERIAL POLLUTANT CONTROL. Finish materials shall comply with this section.
4.504.2.1 Adhesives, Sealants and Caulks. Adhesives, sealant and caulks used on the project shall meet the
requirements of the following standards unless more stringent local or regional air pollution or air quality
management district rules apply:
1. Adhesives, adhesive bonding primers, adhesive primers, sealants, sealant primers and caulks
shall comply with local or regional air pollution control or air quality management district rules where
applicable or SCAQMD Rule 1168 VOC limits, as shown in Table 4.504.1 or 4.504.2, as applicable.
Such products also shall comply with the Rule 1168 prohibition on the use of certain toxic
compounds (chloroform, ethylene dichloride, methylene chloride, perchloroethylene and
tricloroethylene), except for aerosol products, as specified in Subsection 2 below.
2. Aerosol adhesives, and smaller unit sizes of adhesives, and sealant or caulking compounds (in
units of product, less packaging, which do not weigh more than 1 pound and do not consist of more
than 16 fluid ounces) shall comply with statewide VOC standards and other requirements, including
prohibitions on use of certain toxic compounds, of California Code of Regulations, Title 17,
commencing with section 94507.
4.504.2.2 Paints and Coatings. Architectural paints and coatings shall comply with VOC limits in Table 1 of
the ARB Architectural Suggested Control Measure, as shown in Table 4.504.3, unless more stringent local limits
apply. The VOC content limit for coatings that do not meet the definitions for the specialty coatings categories
listed in Table 4.504.3 shall be determined by classifying the coating as a Flat, Nonflat or Nonflat-High Gloss
coating, based on its gloss, as defined in subsections 4.21, 4.36, and 4.37 of the 2007 California Air Resources
Board, Suggested Control Measure, and the corresponding Flat, Nonflat or Nonflat-High Gloss VOC limit in
Table 4.504.3 shall apply.
4.504.2.3 Aerosol Paints and Coatings. Aerosol paints and coatings shall meet the Product-weighted MIR
Limits for ROC in Section 94522(a)(2) and other requirements, including prohibitions on use of certain toxic
compounds and ozone depleting substances, in Sections 94522(e)(1) and (f)(1) of California Code of
Regulations, Title 17, commencing with Section 94520; and in areas under the jurisdiction of the Bay Area Air
Quality Management District additionally comply with the percent VOC by weight of product limits of Regulation
8, Rule 49.
4.504.2.4 Verification. Verification of compliance with this section shall be provided at the request of the
enforcing agency. Documentation may include, but is not limited to, the following:
1. Manufacturer's product specification.
2. Field verification of on-site product containers.
CHAPTER 7
INSTALLER & SPECIAL INSPECTOR QUALIFICATIONS
702 QUALIFICATIONS
702.1 INSTALLER TRAINING. HVAC system installers shall be trained and certified in the proper
installation of HVAC systems including ducts and equipment by a nationally or regionally recognized training or
certification program. Uncertified persons may perform HVAC installations when under the direct supervision and
responsibility of a person trained and certified to install HVAC systems or contractor licensed to install HVAC systems.
Examples of acceptable HVAC training and certification programs include but are not limited to the following:
1. State certified apprenticeship programs.
2. Public utility training programs.
3. Training programs sponsored by trade, labor or statewide energy consulting or verification organizations.
4. Programs sponsored by manufacturing organizations.
5. Other programs acceptable to the enforcing agency.
702.2 SPECIAL INSPECTION [HCD]. When required by the enforcing agency, the owner or the
responsible entity acting as the owner's agent shall employ one or more special inspectors to provide inspection or
other duties necessary to substantiate compliance with this code. Special inspectors shall demonstrate competence
to the satisfaction of the enforcing agency for the particular type of inspection or task to be performed. In addition to
other certifications or qualifications acceptable to the enforcing agency, the following certifications or education may be
considered by the enforcing agency when evaluating the qualifications of a special inspector:
1. Certification by a national or regional green building program or standard publisher.
2. Certification by a statewide energy consulting or verification organization, such as HERS raters, building
performance contractors, and home energy auditors.
3. Successful completion of a third party apprentice training program in the appropriate trade.
4. Other programs acceptable to the enforcing agency.
Notes:
1. Special inspectors shall be independent entities with no financial interest in the materials or the
project they are inspecting for compliance with this code.
2. HERS raters are special inspectors certified by the California Energy Commission (CEC) to rate
homes in California according to the Home Energy Rating System (HERS).
[BSC] When required by the enforcing agency, the owner or the responsible entity acting as the owner's agent shall
employ one or more special inspectors to provide inspection or other duties necessary to substantiate compliance with
this code. Special inspectors shall demonstrate competence to the satisfaction of the enforcing agency for the
particular type of inspection or task to be performed. In addition, the special inspector shall have a certification from a
recognized state, national or international association, as determined by the local agency. The area of certification
shall be closely related to the primary job function, as determined by the local agency.
Note: Special inspectors shall be independent entities with no financial interest in the materials or the
project they are inspecting for compliance with this code.
703 VERIFICATIONS
703.1 DOCUMENTATION. Documentation used to show compliance with this code shall include but is not
limited to, construction documents, plans, specifications, builder or installer certification, inspection reports, or other
methods acceptable to the enforcing agency which demonstrate substantial conformance. When specific
documentation or special inspection is necessary to verify compliance, that method of compliance will be specified in
the appropriate section or identified applicable checklist.
4.505 INTERIOR MOISTURE CONTROL
4.505.1 General. Buildings shall meet or exceed the provisions of the California Building Standards Code.
4.505.2 CONCRETE SLAB FOUNDATIONS. Concrete slab foundations required to have a vapor retarder by
California Building Code, Chapter 19, or concrete slab-on-ground floors required to have a vapor retarder by the
California Residential Code, Chapter 5, shall also comply with this section.
4.505.2.1 Capillary break. A capillary break shall be installed in compliance with at least one of the
following:
1. A 4-inch (101.6 mm) thick base of 1/2 inch (12.7mm) or larger clean aggregate shall be provided with
a vapor barrier in direct contact with concrete and a concrete mix design, which will address bleeding,
shrinkage, and curling, shall be used. For additional information, see American Concrete Institute,
ACI 302.2R-06.
2. Other equivalent methods approved by the enforcing agency.
3. A slab design specified by a licensed design professional.
4.505.3 MOISTURE CONTENT OF BUILDING MATERIALS. Building materials with visible signs of water damage
shall not be installed. Wall and floor framing shall not be enclosed when the framing members exceed 19 percent
moisture content. Moisture content shall be verified in compliance with the following:
1. Moisture content shall be determined with either a probe-type or contact-type moisture meter.Equivalent
moisture verification methods may be approved by the enforcing agency and shall satisfy requirements
found in Section 101.8 of this code.
2. Moisture readings shall be taken at a point 2 feet (610 mm) to 4 feet (1219 mm) from the grade stamped end
of each piece verified.
3. At least three random moisture readings shall be performed on wall and floor framing with documentation
acceptable to the enforcing agency provided at the time of approval to enclose the wall and floor framing.
Insulation products which are visibly wet or have a high moisture content shall be replaced or allowed to dry prior to
enclosure in wall or floor cavities. Wet-applied insulation products shall follow the manufacturers' drying
recommendations prior to enclosure.
4.506 INDOOR AIR QUALITY AND EXHAUST
4.506.1 Bathroom exhaust fans. Each bathroom shall be mechanically ventilated and shall comply with the
following:
1. Fans shall be ENERGY STAR compliant and be ducted to terminate outside the building.
2. Unless functioning as a component of a whole house ventilation system, fans must be controlled by a
humidity control.
a. Humidity controls shall be capable of adjustment between a relative humidity range less than or
equal to 50% to a maximum of 80%. A humidity control may utilize manual or automatic means of
adjustment.
b. A humidity control may be a separate component to the exhaust fan and is not required to be
integral (i.e., built-in)
Notes:
1. For the purposes of this section, a bathroom is a room which contains a bathtub, shower or
tub/shower combination.
2. Lighting integral to bathroom exhaust fans shall comply with the California Energy Code.
4.507 ENVIRONMENTAL COMFORT
4.507.2 HEATING AND AIR-CONDITIONING SYSTEM DESIGN. Heating and air conditioning systems shall be
sized, designed and have their equipment selected using the following methods:
1. The heat loss and heat gain is established according to ANSI/ACCA 2 Manual J - 2011 (Residential
Load Calculation), ASHRAE handbooks or other equivalent design software or methods.
2. Duct systems are sized according to ANSI/ACCA 1 Manual D - 2014 (Residential Duct Systems),
ASHRAE handbooks or other equivalent design software or methods.
3. Select heating and cooling equipment according to ANSI/ACCA 3 Manual S - 2014 (Residential
Equipment Selection), or other equivalent design software or methods.
Exception: Use of alternate design temperatures necessary to ensure the system functions are
acceptable.
TABLE 4.504.1 - ADHESIVE VOC LIMIT1,2
(Less Water and Less Exempt Compounds in Grams per Liter)
ARCHITECTURAL APPLICATIONS VOC LIMIT
INDOOR CARPET ADHESIVES 50
CARPET PAD ADHESIVES 50
OUTDOOR CARPET ADHESIVES 150
WOOD FLOORING ADHESIVES 100
RUBBER FLOOR ADHESIVES 60
SUBFLOOR ADHESIVES 50
CERAMIC TILE ADHESIVES 65
VCT & ASPHALT TILE ADHESIVES 50
DRYWALL & PANEL ADHESIVES 50
COVE BASE ADHESIVES 50
MULTIPURPOSE CONSTRUCTION ADHESIVE 70
STRUCTURAL GLAZING ADHESIVES 100
SINGLE-PLY ROOF MEMBRANE ADHESIVES 250
OTHER ADHESIVES NOT LISTED 50
SPECIALTY APPLICATIONS
PVC WELDING 510
CPVC WELDING 490
ABS WELDING 325
PLASTIC CEMENT WELDING 250
ADHESIVE PRIMER FOR PLASTIC 550
CONTACT ADHESIVE 80
SPECIAL PURPOSE CONTACT ADHESIVE 250
STRUCTURAL WOOD MEMBER ADHESIVE 140
TOP & TRIM ADHESIVE 250
SUBSTRATE SPECIFIC APPLICATIONS
METAL TO METAL 30
PLASTIC FOAMS 50
POROUS MATERIAL (EXCEPT WOOD)50
WOOD 30
FIBERGLASS 80
1. IF AN ADHESIVE IS USED TO BOND DISSIMILAR SUBSTRATES TOGETHER,
THE ADHESIVE WITH THE HIGHEST VOC CONTENT SHALL BE ALLOWED.
2. FOR ADDITIONAL INFORMATION REGARDING METHODS TO MEASURE
THE VOC CONTENT SPECIFIED IN THIS TABLE, SEE SOUTH COAST AIR
QUALITY MANAGEMENT DISTRICT RULE 1168.
TABLE 4.504.2 - SEALANT VOC LIMIT
(Less Water and Less Exempt Compounds in Grams per Liter)
SEALANTS VOC LIMIT
ARCHITECTURAL 250
MARINE DECK 760
NONMEMBRANE ROOF 300
ROADWAY 250
SINGLE-PLY ROOF MEMBRANE 450
OTHER 420
SEALANT PRIMERS
ARCHITECTURAL
NON-POROUS 250
POROUS 775
MODIFIED BITUMINOUS 500
MARINE DECK 760
OTHER 750
TABLE 4.504.5 - FORMALDEHYDE LIMITS1
MAXIMUM FORMALDEHYDE EMISSIONS IN PARTS PER MILLION
PRODUCT CURRENT LIMIT
HARDWOOD PLYWOOD VENEER CORE 0.05
HARDWOOD PLYWOOD COMPOSITE CORE 0.05
PARTICLE BOARD 0.09
MEDIUM DENSITY FIBERBOARD 0.11
THIN MEDIUM DENSITY FIBERBOARD2 0.13
1. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED
BY THE CALIF. AIR RESOURCES BOARD, AIR TOXICS CONTROL
MEASURE FOR COMPOSITE WOOD AS TESTED IN ACCORDANCE
WITH ASTM E 1333. FOR ADDITIONAL INFORMATION, SEE CALIF.
CODE OF REGULATIONS, TITLE 17, SECTIONS 93120 THROUGH
93120.12.
2. THIN MEDIUM DENSITY FIBERBOARD HAS A MAXIMUM
THICKNESS OF 5/16" (8 MM).
TABLE 4.504.3 - VOC CONTENT LIMITS FOR
ARCHITECTURAL COATINGS2,3
GRAMS OF VOC PER LITER OF COATING, LESS WATER & LESS EXEMPT
COMPOUNDS
COATING CATEGORY VOC LIMIT
FLAT COATINGS 50
NON-FLAT COATINGS 100
NONFLAT-HIGH GLOSS COATINGS 150
SPECIALTY COATINGS
ALUMINUM ROOF COATINGS 400
BASEMENT SPECIALTY COATINGS 400
BITUMINOUS ROOF COATINGS 50
BITUMINOUS ROOF PRIMERS 350
BOND BREAKERS 350
CONCRETE CURING COMPOUNDS 350
CONCRETE/MASONRY SEALERS 100
DRIVEWAY SEALERS 50
DRY FOG COATINGS 150
FAUX FINISHING COATINGS 350
FIRE RESISTIVE COATINGS 350
FLOOR COATINGS 100
FORM-RELEASE COMPOUNDS 250
GRAPHIC ARTS COATINGS (SIGN PAINTS)500
HIGH TEMPERATURE COATINGS 420
INDUSTRIAL MAINTENANCE COATINGS 250
LOW SOLIDS COATINGS1 120
MAGNESITE CEMENT COATINGS 450
MASTIC TEXTURE COATINGS 100
METALLIC PIGMENTED COATINGS 500
MULTICOLOR COATINGS 250
PRETREATMENT WASH PRIMERS 420
PRIMERS, SEALERS, & UNDERCOATERS 100
REACTIVE PENETRATING SEALERS 350
RECYCLED COATINGS 250
ROOF COATINGS 50
RUST PREVENTATIVE COATINGS 250
SHELLACS
CLEAR 730
OPAQUE 550
SPECIALTY PRIMERS, SEALERS &
UNDERCOATERS 100
STAINS 250
STONE CONSOLIDANTS 450
SWIMMING POOL COATINGS 340
TRAFFIC MARKING COATINGS 100
TUB & TILE REFINISH COATINGS 420
WATERPROOFING MEMBRANES 250
WOOD COATINGS 275
WOOD PRESERVATIVES 350
ZINC-RICH PRIMERS 340
1. GRAMS OF VOC PER LITER OF COATING, INCLUDING WATER &
EXEMPT COMPOUNDS
2. THE SPECIFIED LIMITS REMAIN IN EFFECT UNLESS REVISED LIMITS
ARE LISTED IN SUBSEQUENT COLUMNS IN THE TABLE.
3. VALUES IN THIS TABLE ARE DERIVED FROM THOSE SPECIFIED BY
THE CALIFORNIA AIR RESOURCES BOARD, ARCHITECTURAL COATINGS
SUGGESTED CONTROL MEASURE, FEB. 1, 2008. MORE INFORMATION IS
AVAILABLE FROM THE AIR RESOURCES BOARD.
DIVISION 4.5 ENVIRONMENTAL QUALITY (continued)
4.504.3 CARPET SYSTEMS. All carpet installed in the building interior shall meet the requirements of the California
Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic Chemical Emissions
from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017 (Emission testing method for
California Specification 01350)
See California Department of Public Health's website for certification programs and testing labs.
https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx.
4.504.3.1 Carpet cushion. All carpet cushion installed in the building interior shall meet the requirements of the
California Department of Public Health, "Standard Method for the Testing and Evaluation of Volatile Organic
Chemical Emissions from Indoor Sources Using Environmental Chambers," Version 1.2, January 2017
(Emission testing method for California Specification 01350)
See California Department of Public Health's website for certification programs and testing labs.
https://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx.
4.504.3.2 Carpet adhesive. All carpet adhesive shall meet the requirements of Table 4.504.1.
4.504.4 RESILIENT FLOORING SYSTEMS. Where resilient flooring is installed , at least 80% of floor area receiving
resilient flooring shall meet the requirements of the California Department of Public Health, "Standard Method for the
Testing and Evaluation of Volatile Organic Chemical Emissions from Indoor Sources Using Environmental Chambers,"
Version 1.2, January 2017 (Emission testing method for California Specification 01350)
See California Department of Public Health's website for certification programs and testing labs.
hhtps://www.cdph.ca.gov/Programs/CCDPHP/DEODC/EHLB/IAQ/Pages/VOC.aspx.
4.504.5 COMPOSITE WOOD PRODUCTS. Hardwood plywood, particleboard and medium density fiberboard
composite wood products used on the interior or exterior of the buildings shall meet the requirements for
formaldehyde as specified in ARB's Air Toxics Control Measure for Composite Wood (17 CCR 93120 et seq.),
by or before the dates specified in those sections, as shown in Table 4.504.5
4.504.5.1 Documentation. Verification of compliance with this section shall be provided as requested
by the enforcing agency. Documentation shall include at least one of the following:
1. Product certifications and specifications.
2. Chain of custody certifications.
3. Product labeled and invoiced as meeting the Composite Wood Products regulation (see
CCR, Title 17, Section 93120, et seq.).
4. Exterior grade products marked as meeting the PS-1 or PS-2 standards of the Engineered
Wood Association, the Australian AS/NZS 2269, European 636 3S standards, and Canadian CSA
0121, CSA 0151, CSA 0153 and CSA 0325 standards.
5. Other methods acceptable to the enforcing agency.
DISCLAIMER:THIS DOCUMENT IS PROVIDED AND INTENDED TO BE USED AS A MEANS TO INDICATE AREAS OF COMPLIANCE WITH THE CALIFORNIA GREEN BUILDING STANDARDS (CALGREEN) CODE. DUE TO THE VARIABLES BETWEEN BUILDING DEPARTMENT JURISDICTIONS, THIS CHECKLIST IS TO BE USED ON AN INDIVIDUAL PROJECT BASIS AND MAY BE MODIFIED BY THE END USER TO MEET THOSE INDIVIDUAL NEEDS.
Y N/AYN/AYN/AYN/A RESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
RESIDENTIAL MANDATORY MEASURES, SHEET 2 (July 2024 Supplement)Y = YES
N/A =NOT APPLICABLE
RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER,
OWNER, CONTRACTOR, INSPECTOR ETC.)
THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE.
G-2
C Sheet
Sheet
GREEN FORM 2
HAPPY HOME
CONSTRUCTION
REVISIONS
BY
1
2
3
PROJECT NAME/ADDRESS
SHEET CONTENT
AHJ STAMP APPROVAL
Date
Drawn
ISSUE DATE BY
1st
2nd
3rd
08/16/24
4
5
6
DATE
STELLA SU
ADU
1150 ARCADIA AVE,
ARCADIA, CA 91007
OWNER:
DBO PROPERTIES LLC
2x STUD@16"O/C
B.N.
A35@16"O/C
2X R.R.@16"O/C
ROOF PLY'WD SHEATHING
E.N.
6-16d
2x c.j@16"o/c
RADIANT BARRIER, TYP.
h2.5a@16"O/C
REVISIONS
color NO.
Scale
Drawn
Sheet
Project No:
Date
s-2
RO
O
F
f
r
a
m
i
n
g
p
l
a
n
2X6 R.R@16"O/C, TYP. U.N.O.
2x8 C.J@16"O/C, TYP. U.N.O.
ROOF FRAMING PLAN-(ADU-H)
SCALE: 1/4"=1'-0"
4X6 wd post, TYP. U.N.O.
note:
1. MIN. 2X6 WALL STUD FRAMING AT PLUMBING WALLS TO
ACCOMMODATE
DRILLING AND NOTCHING OF STUDS. CRC 2022 SECTION 602.6.
2. All bolts, anchor bolts, nuts, connectors and other
connection hardware that are in contact with pressured
treated wood to be hot-dipped, zinc-coated galvanized
(CRC R317.3.1, CSC 2304.10.5.1 ).
A35@16"o/c
2x STUD@16"O/C
2x STUD@16"O/C
2X C.J@16"O/C
2X R.R.@16"O/CROOF PLY'WD SHEATHING
A35@16"o/c
FO
U
N
D
A
T
I
O
N
p
l
a
n
SW5
2x4 BRACE @48"o/c
2x BLK'G
W/3-16D NAIL@EA.END
2x C.J @16"o/c
b.n "Z"clip typ.
2x studs @16"o/c
2x flat@24"o/c
a35 @16"o/c
FOUNDATION PLAN-(ADU-H)
SCALE: 1/4"=1'-0"
(N) WALL FTG, 12" WIDTH TYP.
1-
S
T
O
R
Y
A
D
U
11
5
0
A
R
C
A
D
I
A
A
V
E
AR
C
A
D
I
A
,
C
A
9
1
0
0
7
SW1
DENOTE (N) 2X4 @16"O/C STUDS FRAMING
OR PER T-24 ENGERGY REQ'MENTS
4X
6
SW6
2X
1
0
R
.
B
.
2X8 @16"O/C CJ-1
4X
6
4X
6
4X
6
4X
6
4X
6
4X
4
4
X
6
4
X
6
SW2
SW3
SW4
2X6 R.R@16"O/C, TYP. U.N.O.
2x8 C.J@16"O/C, TYP. U.N.O.
ROOF FRAMING PLAN-(ADU-G)
SCALE: 1/4"=1'-0"
4X6 wd post, TYP. U.N.O.
note:
1. MIN. 2X6 WALL STUD FRAMING AT PLUMBING WALLS TO
ACCOMMODATE
DRILLING AND NOTCHING OF STUDS. CRC 2022 SECTION 602.6.
2. All bolts, anchor bolts, nuts, connectors and other
connection hardware that are in contact with pressured
treated wood to be hot-dipped, zinc-coated galvanized
(CRC R317.3.1, CSC 2304.10.5.1 ).
DENOTE (N) 2X4 @16"O/C STUDS FRAMING
OR PER T-24 ENGERGY REQ'MENTS
7.5'
9.5'5.5'
5'9.5'
19'
12'
7'
4'
6.5'
12.5'
12.5'
6.5'
HDU2
HDU2
HDU2
HDU2
HDU2
HDU2
HDU2
HDU2HDU2
HDU2
HDU2
FOUNDATION PLAN-(ADU-G)
SCALE: 1/4"=1'-0"
(N) WALL FTG, 12" WIDTH TYP.
4x
6
g
i
r
d
e
r
ty
p
.
SEE PLAN
12"
24
"
8"
18"
2x studs@16"o/c
A35@16"o/c
2x fJ@16"o/c
2#4 cont.
top&bott.
plywood sheathing
26GA weep screed
4"Simpson GH
4x girder 8"
#4 @24"O/C E.W.
SEE PLAN
12"
24
"
M
I
N
.
8" MIN.
18" MIN.
2x studs@16"o/c
A35@16"o/c
2x fJ@16"o/c
2#4 cont.
top&bott.
plywood sheathing
26GA weep screed
4"
8"
#4 @24"O/C E.W.
18"sq.
18" MIN.
A35@16"o/c
4x post
6"
18"
Simpson PB
4x girder
simpson pc
12" OVERLAP W/2-16D
@EA. SIDE WHERE OCCURS
2X F.J
see plan
12"18" MIN.
18" MIN.
2x studs@16"o/c
2x blk'g@32"o/c
@ea. side
8"
#4@24"O/C e.w.
2x fJ@16"o/c
2#4 cont.
top&bott.
larr# RR25720
2x F.J.@16"o/c
4X POST
3" CLR.
8" MIN.
24
"
M
I
N
.
18"MIN.
4X blk'g
typ.
typ.
7.5'
4X
6
4'
4X
4
4x6
4x6 HDU2
HDU2
SW5
SW1
4X6
SW6
2X10 R.B.
2X8 @16"O/C CJ-1
4X6
4X6
4X6
4X6
4X6 4X4
4X6
4X6
SW2
SW3
SW4
7.5'
9.5'5.5'
5'9.5'
19'
12'
7'
4'
6.5'
12.5'
12.5'
6.5'
7.5'
4X6
4'
4X4
4x6
4x6
2X6 F.J.@16"O/C, TYP. U.N.O.2X6 F.J.@16"O/C, TYP. U.N.O.
HDU2
HDU2
HDU2
HDU2
HDU2
HDU2
HDU2
HDU2 HDU2
HDU2
HDU2
4x6 girder
typ.
typ.
typ.
HDU2
HDU2
REVISIONS
color NO.
Scale
Drawn
Sheet
Project No:
Date
s-3
CO
M
P
A
C
T
I
O
N
R
E
P
O
R
T
1-
S
T
O
R
Y
A
D
U
11
5
0
A
R
C
A
D
I
A
A
V
E
AR
C
A
D
I
A
,
C
A
9
1
0
0
7
REVISIONS
DATE NO.
OF SHEETS
JOB #:
DRAWN:
SHEET:
DATE:
SCALE:
PR
O
J
E
C
T
N
A
M
E
:
T24-1
08/28/2024
R24-0826-1
A
R
C
A
D
I
A
,
C
A
9
1
0
0
7
11
5
0
A
R
C
A
D
I
A
A
V
E
,
AD
U
-
1
T
E
L
:
(
6
2
6
)
3
6
1
-
6
1
5
9
EM
A
I
L
:
A
N
G
d
e
s
i
g
n
2
6
@
g
m
a
i
l
.
c
o
m
AN
G
D
E
S
I
G
N
AD
D
R
E
S
S
:
2
0
8
8
S
A
t
l
a
n
t
i
c
B
l
v
d
#
3
8
6
Mo
n
t
e
r
e
y
P
a
r
k
,
C
A
9
1
7
5
4
REVISIONS
DATE NO.
OF SHEETS
JOB #:
DRAWN:
SHEET:
DATE:
SCALE:
T24-2
PR
O
J
E
C
T
N
A
M
E
:
08/28/2024
R24-0826-1
A
R
C
A
D
I
A
,
C
A
9
1
0
0
7
11
5
0
A
R
C
A
D
I
A
A
V
E
,
AD
U
-
1
T
E
L
:
(
6
2
6
)
3
6
1
-
6
1
5
9
EM
A
I
L
:
A
N
G
d
e
s
i
g
n
2
6
@
g
m
a
i
l
.
c
o
m
AN
G
D
E
S
I
G
N
AD
D
R
E
S
S
:
2
0
8
8
S
A
t
l
a
n
t
i
c
B
l
v
d
#
3
8
6
Mo
n
t
e
r
e
y
P
a
r
k
,
C
A
9
1
7
5
4
REVISIONS
DATE NO.
OF SHEETS
JOB #:
DRAWN:
SHEET:
DATE:
SCALE:
T24-3
08/28/2024
PR
O
J
E
C
T
N
A
M
E
:
R24-0826-1
A
R
C
A
D
I
A
,
C
A
9
1
0
0
7
11
5
0
A
R
C
A
D
I
A
A
V
E
,
AD
U
-
1
T
E
L
:
(
6
2
6
)
3
6
1
-
6
1
5
9
EM
A
I
L
:
A
N
G
d
e
s
i
g
n
2
6
@
g
m
a
i
l
.
c
o
m
AN
G
D
E
S
I
G
N
AD
D
R
E
S
S
:
2
0
8
8
S
A
t
l
a
n
t
i
c
B
l
v
d
#
3
8
6
Mo
n
t
e
r
e
y
P
a
r
k
,
C
A
9
1
7
5
4
REVISIONS
DATE NO.
OF SHEETS
JOB #:
DRAWN:
SHEET:
DATE:
SCALE:
PR
O
J
E
C
T
N
A
M
E
:
T24-1
08/28/2024
R24-0826-2
A
R
C
A
D
I
A
,
C
A
9
1
0
0
7
11
5
0
A
R
C
A
D
I
A
A
V
E
,
AD
U
-
2
T
E
L
:
(
6
2
6
)
3
6
1
-
6
1
5
9
EM
A
I
L
:
A
N
G
d
e
s
i
g
n
2
6
@
g
m
a
i
l
.
c
o
m
AN
G
D
E
S
I
G
N
AD
D
R
E
S
S
:
2
0
8
8
S
A
t
l
a
n
t
i
c
B
l
v
d
#
3
8
6
Mo
n
t
e
r
e
y
P
a
r
k
,
C
A
9
1
7
5
4
REVISIONS
DATE NO.
OF SHEETS
JOB #:
DRAWN:
SHEET:
DATE:
SCALE:
T24-2
PR
O
J
E
C
T
N
A
M
E
:
08/28/2024
R24-0826-2
A
R
C
A
D
I
A
,
C
A
9
1
0
0
7
11
5
0
A
R
C
A
D
I
A
A
V
E
,
AD
U
-
2
T
E
L
:
(
6
2
6
)
3
6
1
-
6
1
5
9
EM
A
I
L
:
A
N
G
d
e
s
i
g
n
2
6
@
g
m
a
i
l
.
c
o
m
AN
G
D
E
S
I
G
N
AD
D
R
E
S
S
:
2
0
8
8
S
A
t
l
a
n
t
i
c
B
l
v
d
#
3
8
6
Mo
n
t
e
r
e
y
P
a
r
k
,
C
A
9
1
7
5
4
REVISIONS
DATE NO.
OF SHEETS
JOB #:
DRAWN:
SHEET:
DATE:
SCALE:
T24-3
08/28/2024
PR
O
J
E
C
T
N
A
M
E
:
R24-0826-2
A
R
C
A
D
I
A
,
C
A
9
1
0
0
7
11
5
0
A
R
C
A
D
I
A
A
V
E
,
AD
U
-
2
T
E
L
:
(
6
2
6
)
3
6
1
-
6
1
5
9
EM
A
I
L
:
A
N
G
d
e
s
i
g
n
2
6
@
g
m
a
i
l
.
c
o
m
AN
G
D
E
S
I
G
N
AD
D
R
E
S
S
:
2
0
8
8
S
A
t
l
a
n
t
i
c
B
l
v
d
#
3
8
6
Mo
n
t
e
r
e
y
P
a
r
k
,
C
A
9
1
7
5
4