HomeMy WebLinkAbout419 W Russell Ave - Plan6'
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EXISTING ROOF RIDGE HT.
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NEW CONC. CURB HT.
NEW TOP OF PLATE HT.
EXISTING / NEW ROOF RIDGE HT.
6'
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(N) 2646
DH WDW
(N) 2646
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DH WDW7'
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NEW WINDOW HT.
FINISH GRADE FINISH GRADE
EXISTING CONC. CURB HT.
2"
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NEW WINDOW HT.
7'
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3068
DR
12/18/2024BUILDING DEPARTMENT SUBMITTAL
SPACE PLANNING
CONSULTANTS
DESIGN
ARMANDO GUILLEN
2024-01
06-30-2025
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T-1
TITLE SHEET
06/30/2025PLAN CHECK COMMENTS 11
08/11/2025PLAN CHECK COMMENTS 22
08/29/2025PLAN CHECK COMMENTS 33
“” ;
“”
Bldg #101123029
APPROVALS:
PLNG - C. Santana
BLDG - CSG
POLICE - B. Martin
PUBLIC WORKS - B. Sarlak
1'-0"
3"
PROPERTY LINE
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18
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6
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57
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2
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4'
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1
1
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20
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21
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4
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46
'
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3
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6'-3"
25'-10"18'-0"
18'-6"
6'-0"
18
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6
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57
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2
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4'
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1
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20
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21
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46
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6'
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36
'
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15
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26'-2"12'-9"
14'-1"12'-1"2'-0"10'-9"
12
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1
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4'
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6
"
19
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6
"
45'-2"
1'-1"
12
2
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1
1
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2
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3"
4'-6"1'-6"
45'-2"
12
2
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0
1
/
2
"
20'-2"6'-3"
1
1
/
2
"
1'-0"
3"
BBQ ISLAND
PROPERTY LINE
12'-3"32'-11"
5%
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@ G
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5%
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@ G
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5% SLOPE
@ GRADE
5%
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@
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5%
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@ G
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5%
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@
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5%
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5%
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5%
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@
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EXISTING STREET
EXISITING GARAGE
CONVERTED TO
PROPOSED ADU =
360 SQ. FT.
OPEN
PARKING
OPEN
PARKING
OPEN
PARKING
OPEN
PARKING
NO
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1'-0"1"
3'-0"
3'-0"
417 W. RUSSELL AVE. SANTA ANA, CA 92707
12'-6"
3'-0"9'-6"
G
W
FAMILY ROOM
BEDROOM 2BEDROOM 1
LAUNDRY
KITCHEN
DINING ROOMLIVING ROOM
BATHROOM
COVERED PORCH
FI
R
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P
L
A
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E
PLANTER
HALLWAY
CO
A
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CL
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5%
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@
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5%
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@ G
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6'-0"
A/
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PROPERTY LINE
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18
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6
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57
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2
"
4'
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1
1
"
33
'
-
7
"
7'
-
9
"
46
'
-
3
"
25'-10"18'-0"
18'-6"
6'-0"12'-6"
18
'
-
6
"
57
'
-
2
"
4'
-
1
1
"
20
'
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0
"
13
'
-
7
"
46
'
-
3
"
6'
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0
"
36
'
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1
"
15
'
-
1
"
3'-0"9'-6"
12
'
-
1
"
4'
-
6
"
19
'
-
6
"
45'-2"
1'-1"
12
2
'
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0
1
/
2
"
1
1
/
2
"
3"
12
2
'
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0
1
/
2
"
20'-2"6'-3"
1
1
/
2
"
1'-0"
1'
-
6
"
1'-0"3"
VAL
L
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Y
VAL
L
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Y
5'-11"12'-1"
4"
3"
8"
RI
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3
1
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3
1
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3
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3
1
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3
1
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RI
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3
1
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2
3
1
/
2
RIDGE
3 1/2
3 1/2
RI
D
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E
3
1
/
2
3
1
/
2
RIDGE
3 1/2
3 1/2
VAL
L
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Y
VAL
L
E
Y
7'
-
9
"
BBQ ISLAND
6'-3"26'-2"12'-9"
14'-1"12'-1"2'-0"10'-9"
45'-2"
12'-3"32'-11"
5%
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5%
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@
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5%
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@ G
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5%
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@
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5%
S
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E
@ G
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A
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PR
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R
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Y
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5%
S
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@
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6'-0"
4'-6"1'-6"
OPEN
PARKING
OPEN
PARKING
OPEN
PARKING
OPEN
PARKING
3'-0"
NO
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1-
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3'-0"
5%
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5%
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@
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EXISTING STREET
417 W. RUSSELL AVE. SANTA ANA, CA 92707
G
W
PROPERTY LINE
5%
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5%
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@
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5% SLOPE
@ GRADE
5%
S
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@ G
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A
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E
4'
-
0
"
2'
-
0
"
1'
-
9
"
3'-0"2'-11"
4'-0"
1'-0"
6"
6"
1'-0"
6"
1'-0"
1'-0"
1'-0"
6"
6"
PROPOSED ADDITION TO
PROPOSED CONVERTED
ADU = 150 SQ. FT.
CONVERTING EXISITING GARAGE
INTO AN ADU = 360 SQ. FT.
EXPANDING = 150 SQ. F.T
TOTAL SQ. FT. = 510 SQ. FT.
12/18/2024BUILDING DEPARTMENT SUBMITTAL
SPACE PLANNING
CONSULTANTS
DESIGN
ARMANDO GUILLEN
2024-01
06-30-2025
-
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EXISTING SITE PLAN2 NEW SITE PLAN1
A-1
EXISTING &
NEW
SITE PLANSSCALE:3/16" = 1'-0"SCALE:3/16" = 1'-0"
NEW CALIFORNIA ROOF
NEW ROOF
FRAMING - REFER TO
DETAIL 17/SD3
EXISTING WOOD FENCE
EXISTING WOOD GATE
EXISTING FRONT YARD
EXISTING BACK YARD
EXISTING CONCRETE SIDEWALK
EXISTING CONCRETE DRIVEWAY
STORY HOUSE / ROOF
EXISTING SINGLE
EXISTING HARDSCAPE
NEW LOW PROFILE COMPOSITION O'HAGON VENT
EXISTING SIDE YARD
GARAGE / ROOF
EXISTING SINGLE STORY
EXISTING CMU WALL
PER OWNER'S SPECS
NEW GARAGE ADDITION, ROOF
NEW GAS SERVICE CONNECTION
NEW WATER SERVICE CONNECTION
EXISTING JACUZZI
EXISTING BBQ ISLAND AREA
EXISTING LANDSCAPE PLANTER
EXISTING TREES
EXISTING GRASS
EXISTING GAS METER LOCATION, (V.I.F.)
EXISTING CONC STEPS
EXISTING S.C.E. POWER POLE
EXISTING S.C.E. OVERHEAD POWER LINE TO REMAIN
NEW CONCRETE PAD/LANDING
NEW 100A ELECTRICAL PANEL WITH METER THE
PORPOSED LOCATION OF ELECTRIC SERVICE
REPLACEMENT/UPGRADE TO BE APPOVED BY
S.C.E., REFER TO DETAIL 16/AD-2
NEW "VENTURIVENT" RIDGE VENT OR EQUAL,
REFER TO DETAIL 9/AD-2
EXISTING WATER METER LOCATION WITH EXISTING
3/4" COPPER WATER MAIN (V.I.F.) FOR EXACT
LOCATION
EXISTING ELECTRICAL SERVICE PANEL AND METER
LOCATION, (V.I.F.) FOR EXACT LOCATION
NEW GAS LINE TO CONNECT TO EXISTING
NEW S.C.E. OVERHEAD POWER LINE, COORDINATE
WITH SO. CAL. EDISON FOR EXACT LOCATION
LINE, (V.I.F.) FOR EXACT LOCATION
NEW 4" DIAMETER 'ABS' SEWER PIPE LINE
NEW 4" G.C.O., (V.I.F.) FOR BEST LOCATION
NEW WATER LINE TO CONNECT TO EXISTING
EXISTING 4" DIAMETER WASTE SEWER LATERAL
P.O.C., (V.I.F.), FOR BEST LOCATION
NOT USED
GAS METER, (V.I.F.) FOR EXACT LOCATION
WATER LINE, (V.I.F.) FOR EXACT LOCATION
NEW 4" DIAMETER 'ABS' SEWER PIPE LINE TO BE
CONNECTED TO EXISTING SEWER LINE +/- 78'
NEW CONCRETE WALK
NOTE:
THE APPLICANT/PROPERTY OWNER OR
GENERAL CONTRACTOR SHALL BE
RESPONSIBLE FOR CONFIRMING ALL EXISTING
UTILITY EASEMENTS AND/OR CLEARANCE
ON-SITE THAT MAY AFFECT THE PROJECT.
THE ADU ADDRESS IS
419 W. RUSSELL AVENUE
THE EXISTING PRIMARY
DWELLING ADDRESS IS:
417 W. RUSSELL AVENUE
A/C CONDENSER UNIT - (D11" x W29" x H20")
DUCTLESS MINI-SPLIT SYSTEM, PROVIDE A MR.
COOL EZPRO-12-HP-11516, 12,000 BTU, 1 TON, 8.50
HSPF MINI-SPLIT DUCTLESS SYSTEM PER T24 OR
OWNER ENERGY CALCULATIONS OR OWNER
APPROVED EQUAL
NOT USED
THE EXISTING PRIMARY
DWELLING ADDRESS IS:
417 W. RUSSELL AVENUE
06/30/2025PLAN CHECK COMMENTS 11
NOTE:
SCE REVIEW AND APPROVAL IS REQUIRED
PRIOR TO PERMIT FINAL.
DIRECT VENT TANKLESS GAS WATER HEATER BY
NAVIEN NPE SERIES. - SEE DETAIL 21/AD-2,
PROVIDE COMBUSTION OUTSIDE AIR PER C.M.C.
CHAPTER 7 - (2) 14"X8" G.I. SCREENED VENTS OR
(1 SQ IN PER 5,000 BTU/HR INPUT PER U.P.C. 507
AND TABLE 5-1) LOCATE (1) WITHIN 12" OF FLOOR
AND (1) WITHIN 12" OF TOP PLATE
57
'
-
2
"
26'-2"
44
'
-
4
"
20'-2"
5'
-
5
"
7'
-
5
"
26'-2"
14'-1"12'-1"
57
'
-
2
"
15
'
-
1
"
36
'
-
1
"
6'
-
0
"
6'-0"
1'-6"
CL
O
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DININGLIVING
LAUNDRY ROOM
BATHROOM
KITCHEN
CL
O
S
E
T
MASTER
BEDROOM BEDROOM 2
FAMILY ROOM
HALL
CO
A
T
CL
O
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T
FI
R
E
PL
A
C
E
PORCH
ENTRY
A-1.1
EXISTING
MAIN HOUSE
FLOOR PLAN
EXISTING MAIN HOUSE FLOOR PLAN1 SCALE:1/4" = 1'-0"
12/18/2024BUILDING DEPARTMENT SUBMITTAL
SPACE PLANNING
CONSULTANTS
DESIGN
ARMANDO GUILLEN
2024-01
06-30-2025
-
PR
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NOTE:
EXISTING MAIN HOUSE DOES NOT HAVE AN
(A/C) AIR CONDITIONING SYSTEM NOR ANY
A/C CONDENSERS.
1. SOUTH ELEVATION
2. EAST ELEVATION 3. EAST ELEVATION
(ENTRANCE)
4. EAST ELEVATION
(SIDE ENTRANCE)
5. NORTH ELEVATION
(REAR ENTRANCE)
6. NORTHWEST ELEVATION
7. WEST ELEVATION
8. SOUTHWEST ELEVATION
MASONRY
ON CENTER
OPPOSITE
PLYWOOD
REDWOOD
REQUIRED
ROOF JOIST
STANDARD
SHEATHING
TELEVISION
TELEPHONE
UNFINISHED
VERTICAL
OUTSIDE AIR
PUSHBUTTON
RECEPTACLE
REINFORCING
ROOF DRAIN
STAGGERED
SINGLE HUNG
SOLID CORE
TOP OF WALL
PRESSURE TREATED
UNIFORM BUILDING CODE
UNLESS OTHERWISE NOTED
MEDICINE CABINET
MASONRY OPENING
POUNDS PER SQUARE FOOT
POUNDS PER SQUARE INCH
POLY VINYL CHLORIDE
RETURN AIR GRILLE
SELECT STRUCTURAL
TOP OF MASONRY
TOUNGE AND GROOVE
TRASH COMPACTOR
TOP AND BOTTOM
MANUFACTURER
MACHINE BOLT
NATURAL GRADE
NOT IN CONTRACT
NOT TO SCALE
REFRIGERATOR
ROUGH OPENING
SERVICE SINK
SHELF AND POLE
TOP OF PAVING
TOP OF CURB
WATER CLOSET
WATER HEATER
WALK IN CLOSET
LIGHTWEIGHT
GARBAGE DISPOSAL
GALVANIZED
HOLLOW CORE
HORIZONTAL
GLUE LAMINATED BEAM
FACE OF STUD
FACE OF MASONRY
FLUORESCENT
FLOOR JOIST
FORCED AIR UNIT
FOUNDATION
FINISH FLOOR
DOWN SPOUT
DOUBLE HUNG
DRINKING FOUNTAIN
DOUGLAS FIR
CONSTRUCTION
CEILING JOIST
ANCHOR BOLT
AIR CONDITIONING
APPROXIMATELY
ARCHITECTURAL
ALUMINUM SLIDING GLASS DOOR
ALUMINUM SLIDING WINDOW
ABOVE FINISH FLOOR
LTWT
JOISTJST
INTERIOR
INSUL
INT
INSULATION
GLB
GD
GALV
GA GAUGE
HEADER
HANGER
HEATER
HC
HDR
HNGR
HORIZ
HTR
FOOT/FEET
FTG
FT
FOOTING
FOS
FOM
FLUOR
FLR
FJ
FIN
FLOOR
FINISH
FUEL GAS
FAU
FDN
FF
FG
EACH
EQUAL
EA
ELEV
EQ
EQUIP
EW
EXT
ELEVATOR
EQUIPMENT
EACH WAY
EXTERIOR
DIMENSION
DIAGONAL
DIAMETER
DS
DR
DWG
DN
DH
DIM
DIAG
DIA
DET
DF
DF
DBL
DOOR
DRAWING
DOWN
DETAIL
DOUBLE
DRYER
CONTINUOUS
CONCRETE
CAST IRON
CONT
CONST
CONC
COL
CLR
CLG
CJ
CI
COLUMN
CLEAR
CEILING
BLOCKING
BOT
BM
BLKG
BLDG
BOTTOM
BEAM
BULIDING
ALUMINUM
AB
AC
ALT
ALUM
APPROX
ARCH
ASD
ASW
AFF
ALTERNATE
MAS
MINIMUMMIN
MFR
MC
MB
MAX MAXIMUM
MO
NUMBER
NG
NIC
NO
NTS
OC
OPP
OSA
PAIR
PB
PLYWD
PR
PSF
PSI
PVC
PTDF
RECPT
REF
REINF
RADIUSR
RAG
RD
RDWD
REQD
RO
RJ
STD
STAG
SS
SP
SL
SIM
SHWR
SHTG
SH
SELSTR
SC
SLIDING
SIMILAR
SHOWER
SQ SQUARE
TYP
TV
TOW
TOP
TOM
TOC
TG
TEL
TC
TB
TYPICAL
UBC
UNFIN
UON
VERT
WITH
WASHER
WOOD
WINDOW
W
W/
WC
WD
WDW
WH
WO
W.I.C.
WITHOUT
D
MANUFACTURERMANUF
WROUGHT IRONWI
DOUGLAS FIR
ABBREVIATIONS & ACRONYMS
SF SQUARE FEET
SQ FT SQUARE FEET
SQ. FT.SQUARE FEET
S.F.SQUARE FEET
EXISTING CONC. SLAB /
8'
-
3
"
12
'
-
4
"
EXISTING CONC. CURB HT.
EXISTING TOP OF PLATE HT.
EXISTING ROOF RIDGE HT.
7'
-
1
1
1
/
4
"
3
3
/
4
"
EXISTING CONC. SLAB /
7'
-
1
1
1
/
4
"
12
'
-
4
"
EXISTING CONC. CURB HT.
EXISTING TOP OF PLATE HT.
EXISTING ROOF RIDGE HT.
8'
-
3
"
3
3
/
4
"
FINISH GRADE FINISH GRADE
EXISTING CONC. CURB HT.
8'
-
3
"
12
'
-
4
"
EXISTING CONC. SLAB /
3
3
/
4
"
EXISTING TOP OF PLATE HT.
EXISTING ROOF RIDGE HT.
7'
-
1
1
1
/
4
"
7'
-
1
1
1
/
4
"
12
'
-
4
"
8'
-
3
"
3
3
/
4
"
EXISTING CONC. SLAB /
EXISTING CONC. CURB HT.
EXISTING TOP OF PLATE HT.
EXISTING ROOF RIDGE HT.
2030
FXD
WDW
FINISH GRADE FINISH GRADE
5'
-
8
"
EXISTING WINDOW HT.
5'
-
8
"
EXISTING WINDOW HT.
12
'
-
4
"
3
3
/
4
"
EXISTING CONC. SLAB /
EXISTING CONC. CURB HT.
8'
-
3
"
7'
-
1
1
1
/
4
"
3
3
/
4
"
8'
-
3
"
12
'
-
4
"
EXISTING CONC. SLAB /
EXISTING CONC. CURB HT.
EXISTING TOP OF PLATE HT.
EXISTING ROOF RIDGE HT.
7'
-
1
1
1
/
4
"
EXISTING TOP OF PLATE HT.
EXISTING ROOF RIDGE HT.
FINISH GRADE FINISH GRADE
7'
-
1
0
1
/
4
"
EXISTING CONC. SLAB/
EXISTING TOP OF PLATE HT.
8'
-
2
"
12
'
-
4
"
EXISTING CONC. CURB HT.3
3
/
4
"
EXISTING ROOF RIDGE HT.
EXISTING CONC. SLAB/
8'
-
2
"
12
'
-
4
"
EXISTING CONC. CURB HT.
EXISTING TOP OF PLATE HT.
EXISTING ROOF RIDGE HT.
7'
-
1
0
1
/
4
"
3
3
/
4
"
FINISH GRADEFINISH GRADE
20
'
-
0
"
14'-4 1/2"
18'-0"
20
'
-
0
"
1'-1"
18'-0"
15
'
-
8
"
4'
-
4
"
15'-10"1'-1"
3'-0"7 1/2"
3'
-
0
"
3'
-
0
"
9'
-
8
"
20
'
-
0
"
18'-0"
20
'
-
0
"
18'-0"
1'-1"
15
'
-
8
"
4'
-
4
"
15'-10"1'-1"
GARAGE
9'-0"9'-0"
℄
2868
DR
℄
16
2
6
WD
W
1670 GARAGE DR
EXISITING GARAGE
CONVERTING TO
PROPOSED ADU =
360 SQ. FT.
GARAGE GARAGE
3"
1'-0"1'-0"
3"
RI
D
G
E
3
1
/
2
3
1
/
2
12/18/2024BUILDING DEPARTMENT SUBMITTAL
SPACE PLANNING
CONSULTANTS
DESIGN
ARMANDO GUILLEN
2024-01
06-30-2025
-
PR
O
J
E
C
T
N
A
M
E
:
G
A
R
A
G
E
C
O
N
V
E
R
S
I
O
N
GL
O
R
I
A
M
A
C
I
A
S
TO
A
D
U
w
i
t
h
N
E
W
A
D
D
I
T
I
O
N
-
-
-
EXISTING ELEVATION - SOUTH
EXISTING ELEVATION - EAST EXISTING ELEVATION - NORTH
EXISTING ELEVATION - WEST
A-2
EXISTING GARAGE
ELEVATIONS &
FLOOR PLANSEXISTING PLAN1 SCALE:1/4" = 1'-0"DEMO PLAN3 SCALE:1/4" = 1'-0"
SCALE:1/4" = 1'-0"6 4
57SCALE:1/4" = 1'-0"SCALE:1/4" = 1'-0"
SCALE:1/4" = 1'-0"
EXISTING ROOF PLAN2 SCALE:1/4" = 1'-0"
06/30/2025PLAN CHECK COMMENTS 11
33
'
-
7
"
20
'
-
0
"
13
'
-
7
"
18'-0"
1'
-
1
"
1'-0"
18'-0"
33
'
-
7
"
20
'
-
0
"
1'
-
0
"
1'
-
0
"
15'-10"1'-1"1'-1"
18
'
-
1
"
1'
-
1
"
12
'
-
5
1
/
2
"
4"
13
'
-
7
"
11
'
-
7
"
6'-11"
4'-0"
11'-1"
4'
-
0
"
9'-1"
1'
-
0
"
1'
-
0
"
11
'
-
7
"
5"3'-3"10"
1'-0"9'-1"1'-0"
2"
2"
LI
N
E
O
F
N
E
W
S
L
A
B
AN
D
C
U
R
B
LINE OF EXISTING CURB
5'
-
3
1
/
2
"
RE
C
E
S
S
E
D
S
L
A
B
5"
LI
N
E
O
F
E
X
I
S
T
I
N
G
C
U
R
B
LINE OF NEW
FOOTING/SLAB
LINE OF EXISTING CURB
1'
-
6
"
5"
5"
5"5"
5"
5"
LINE OF EXISTING CURB/
NEW SLAB
LINE OF EXISTING CURB/
NEW SLAB
LINE OF NEW FOOTING/
NEW SLAB
LINE OF NEW FOOTING/
NEW SLAB
LINE OF EXISTING CURB
LINE OF NEW
FOOTING/SLAB
LINE OF EXISTING CURB/
NEW SLAB
LI
N
E
O
F
E
X
I
S
T
I
N
G
C
U
R
B
LI
N
E
O
F
N
E
W
S
L
A
B
AN
D
C
U
R
B
LINE OF NEW FOOTING/
NEW SLAB
LI
N
E
O
F
N
E
W
F
O
O
T
I
N
G
/
N
E
W
S
L
A
B
LI
N
E
O
F
N
E
W
F
O
O
T
I
N
G
/
N
E
W
S
L
A
B
CW
CW
HW
CWHW HB
HB
A/
C
U
N
I
T
A/
C
U
N
I
T
1'-1"7'-8 1/2"
1'
-
1
"
1'
-
9
"
2"2"
2"
2"
2"
3'-7"3 1/2"
3"
4'
-
1
"
RE
C
E
S
S
E
D
S
L
A
B
8"
3'
-
5
"
6'
-
6
"
6'
-
0
"
3 1/2"3 1/2"
3
1
/
2
"
1'-0"
LI
N
E
O
F
N
E
W
F
O
O
T
I
N
G
/
N
E
W
S
L
A
B
LI
N
E
O
F
N
E
W
F
O
O
T
I
N
G
/
N
E
W
S
L
A
B
2'-11"
LINE OF
EXISTING CURB
LINE OF NEW
FOOTING/
NEW SLAB
LINE OF NEW FOOTING/
NEW SLAB
LINE OF NEW FOOTING/
NEW SLAB
6'
-
0
"
2'
-
0
"
3'-0"3'-11"
2'
-
1
0
"
6'
-
0
"
4'-0"
4'-0"
2X6
2X4
SHWR
20
'
-
0
"
3068
30
6
8
REFRIGERATOR
DINING
2'-6 1/2"
18'-0"
18'-0"
33
'
-
7
"
4'
-
4
"
4'
-
6
"
5'-2"
2'
-
3
"
2'
-
0
1
/
2
"
20
'
-
0
"
3'-7 1/2"1'-10 1/2"
℄
2646 WDW
TEMP.
2'-8"
11
'
-
2
"
℄
3068
DR
℄
50
3
0
B
A
Y
WD
W
5'
-
8
3
/
4
"
9
1
/
4
"
13
'
-
7
"
9'
-
3
1
/
2
"
℄
2646 WDW
TEMP.
℄
2646 WDW
TEMP.
2'
-
3
1
/
2
"
3'-7"3'-11 1/2"
6'-6"3'-11 1/2"7'-6 1/2"
5"6'-0"6 1/2"
SEAT
2X4
LIVING
BATHROOM
KITCHEN
1'-3"
2X6
6'
-
6
"
M.
C
.
3'
-
7
3
/
4
"
1'-6"1'-10"1'-3"
3'
-
6
"
1'
-
1
1
1
/
2
"
3'-4"2'-6"
1'
-
2
1
/
2
"
4'
-
3
"
4'-1 1/2"
1'-0"
PR
O
P
E
R
T
Y
L
I
N
E
3'-0"
NO
O
P
E
N
I
N
G
A
L
L
O
W
E
D
EX
T
E
R
I
O
R
W
A
L
L
1-
H
O
U
R
R
A
T
E
D
6068 BI-PASS SLDR DRS
6'
-
0
"
CW
CW
HW
CWHW
4'-8"
13
'
-
6
"
HB
HB
33
'
-
7
"
13
'
-
7
"
3'-0"
6'-11"11'-1"
3'-3"5'-3 1/2"
℄
30
6
8
D
R
TE
M
P
.
℄
26
4
6
W
D
W
TE
M
P
.
11
'
-
3
1
/
2
"
3'
-
1
1
/
2
"
2'
-
8
"
2'
-
8
"
2'
-
1
0
"
℄
1212
WDW
℄
1212
WDW
℄
1212
WDW
3'-11"
30
6
8
BEDROOM
2'
-
1
0
"
4'
-
0
"
2'
-
0
"
1'-0"2'-11"
4'-0"
4'-0"
6'
-
0
"
3'-2"
30
6
8
A/
C
U
N
I
T
A/
C
U
N
I
T
2068
30
6
8
3068
EXPANDING (150 SF)
TO PROPOSED
GARAGE ADU
CONVERSION
CONVERTING EXISITING
GARAGE (360 SF) INTO
AN ADU
S
S
PE
R
S
C
H
E
D
U
L
E
PER
SCHEDULE
TEMP.
B
BACK ENTRY DOOR
A
ENTRY
5'
-
0
"
180° WIDE ANGLE
VIEWER
DEADBOLT WITH
LEVER HANDLE
PER
SCHEDULE
PE
R
S
C
H
E
D
U
L
E
C
INTERIOR DOORS
PER
SCHEDULE
PE
R
S
C
H
E
D
U
L
E
PER
SCHEDULE
PE
R
S
C
H
E
D
U
L
E
PER
SCHEDULE
PE
R
S
C
H
E
D
U
L
E
DEADBOLT WITH
LEVER HANDLE
LEVER HANDLE D
WARDROBE
E
WATER HEATER
LEVER HANDLE
PER
SCHEDULE
PE
R
S
C
H
E
D
U
L
E
PER
SCHEDULE
PE
R
S
C
H
E
D
U
L
E
PER
SCHEDULE
PE
R
S
C
H
E
D
U
L
E
3
FIXED
2
DOUBLE HUNG
1
BAY WINDOW
A-3
NEW
FLOOR PLAN &
SLAB PLAN
-NEW PLAN 1 SCALE:1/4" = 1'-0"NEW FOUNDATION/SLAB PLAN2 SCALE:1/4" = 1'-0"
EXISTING CONCRETE CURB
NOT USED
NOT USED
NEW CONCRETE PAD/LANDING -
REFER TO SLAB PLAN 2/A-3
NOT USED
EXISTING CONCRETE SLAB WITH
NEW 2" CONCRETE TOPPING
TO REMAIN
12/18/2024BUILDING DEPARTMENT SUBMITTAL
SPACE PLANNING
CONSULTANTS
DESIGN
ARMANDO GUILLEN
2024-01
06-30-2025
-
PR
O
J
E
C
T
N
A
M
E
:
G
A
R
A
G
E
C
O
N
V
E
R
S
I
O
N
GL
O
R
I
A
M
A
C
I
A
S
TO
A
D
U
w
i
t
h
N
E
W
A
D
D
I
T
I
O
N
-
-
-
EMERGENCY BEDROOM EGRESS
EXTERIOR WINDOWS DESIGNATED FOR EMERGENCY EGRESS & RESCUE SHALL BE LABELED WITH
AND E SYMBOL (EACH SLEEPING ROOM SHALL HAVE AT LEAST ONE).
ALL EMERGENCY EGRESS OPENINGS SHALL COMPLY WITH CRC CODE:
1.ESCAPE & RESCUE WINDOWS SHALL HAVE A MIN. NET CLEAR OPENABLE AREA OF 5.7 SQ. FT
2.THE MIN. NET CLEAR OPENABLE HEIGHT DIMENSION SHALL BE 24 INCHES
3.THE MIN. NET CLEAR OPENABLE WIDHT DIMENSION SHALL BE 20 INCHES
4.FINISHED SILL HEIGHT SHALL NOT BE MORE THAN 44 INCHES ABOVE THE FLOOR.
5. AT GRADE-FLOOR IS ALLOWED TO HAVE ESCAPE OPENING OF 5.0 SQ. FT
6. THE EMERGENCY DOOR OR WINDOW SHALL BE OPERABLE FROM THE INSIDE TO PROVIDE A
FULL, CLEAR OPENING WITHOUT THE USE OF SEPARATE TOOLS.
ROOF LINE ABOVE
NEW CONCRETE WALK
THE PORPOSED LOCATION OF ELECTRIC SERVICE
REPLACEMENT/UPGRADE TO BE APPOVED BY S.C.E.,
NEW 100A ELECTRICAL PANEL WITH METER
2X6 STUD WALL, REFER TO STRUCTURAL
SHELF - REFER TO PLAN, SECTIONS AND
LAVATORY - REFER TO MANUFACTURER'S SPECIFICATIONS
MIRROR - REFER TO INTERIOR ELEVATIONS ON SHEET 8/A-6
NEW SHOWER DRAIN - CONNECT TO SEWER
INTERIOR SECTIONS ON SHEET A-6
NEW BAY WINDOW PER OWNER SPEC'S.
WITH WOOD TRIM SURROUND TO MATCH EXISTING
RECESSED TILED PLASTIC SOAP TRAY 14"x20" ROUGH FRAMING,
- REFER TO INTERIOR ELEVATIONS ON SHEET 8/A-6
CAPABLE OF PROVIDING 5 AIR CHANGES PER HOUR -
REFER TO ELECTRICAL PLAN AND NOTES ON SHEET A-4
PROVIDE MECHANICAL VENTILATION THIS ROOM
NEW LAUNDRY DRAIN TO CONNECT TO SEWER
BEAM ABOVE, REFER TO STRUCTURAL
DRAWING FRAMING PLAN ON SHEET S1
REFER TO DETAIL 16/AD-2
FRAMING PLAN ON SHEET S1
36" CLEAR REFRIGERATOR SPACE, PROVIDE RECESSED COLD
WATER BIB AND SHUT-OFF FOR ICE MAKER RECESSED IN WALL
REFER TO INTERIOR ELEVATIONS ON SHEET 8/A-6
36" WIDE DOUBLE SINK WITH GARBAGE ADISPOSAL, AIR
SWITCH IN SINK FOR GARBAGE DISPOSAL W/ AIR GAP FOR
DISHWASHER - REFER TO MANUFACTURER'S SPECIFICATIONS
MICROWAVE ABOVE RANGE WITH EXHAUST FAN AND LIGHT
ABOVE (MIN. 110 CFM EXHAUST RATE, DUCT TO OUTSIDE AIR) -
VERIFY DIMENSIONS WITH MANUFACTURER'S SPECIFICATIONS,
REFER TO INTERIOR ELEVATIONS ON SHEET 8/A-6
LOCATION OF NEW ADU ADDRESS NUMBER, LOW
VOLTAGE ADDRESS SIGN / LIGHT TO PHOTOCELL
ALL FIXED APPLIANCES ARE TO BE SECURELY
FASTENED IN PLACE PER C.M.C. 304.4
DRYER VENT TO OUTSIDE AIR PER C.M.C. SECTION 504.3.2, 4"
DIAMETER VENT, 14'-0" MAXIMUM LENGTH WITH MAXIMUM (2)
ELBOWS THRU WALL, UNLESS CALCULATIONSARE PROVIDED,
REFER TO DETIAL 2/AD-2
STACKED WASHER AND DRYER SPACE - PROVIDE
RECESSED WATER AND CONNECTIONS - REFER TO
MANUFACTURE SPECIFICATIONS
STANDARD RECYCLING BIN WITH OPTIONAL TRASH
COMPACTOR - VERIFY DIMENSIONS WITH
MANUFACTURER'S SPECIFICATIONS
24" DEEP PULLMAN BASE CABINET WITH 36" HIGH
STONE COUNTERTOP AND FULL HEIGHT BACKSPLASH -
REFER TO INTERIOR ELEVATIONS ON SHEET 8/A-6
WARDROBE CLOSET WITH SHELF AND ROD - REFER
TO INTERIOR ELEVATIONS ON SHEET 8/A-6
WARDROBE CLOSET WITH DOUBLE SHELF AND ROD -
REFER TO INTERIOR ELEVATIONS ON SHEET 8/A-6
12" DEEP UPPER CABINETS - REFER TO
INTERIOR ELEVATIONS ON SHEET 8/A-6
SLIDE-IN 36" ELECTRIC RANGE, NO GAS HOOK UP AT STOVE,
PROVIDE A COOKTOP READY 240V MIN., 50 AMPS CIRCUIT, WIRING
SHALL BE INSTALLED WITHIN 3-FT. FROM COOKTOP FOR A FUTURE
COOKTOP INSTALLATION, VERIFY DIMENSIONS WITH
MANUFACTURER'S SPECIFICATIONS
NEW WINDOW PER OWNER SPEC'S. WITH WOOD
TRIM SURROUND TO MATCH EXISTING, REFER TO
WIINDOW DETAILS ON SHEET AD-1
NEW FRENCH DOOR PER OWNER SPEC'S. WITH
WOOD TRIM SURROUND TO MATCH EXISTING,
REFER TO DOOR DETAILS ON SHEET AD-1
NEW DOOR - PER OWNER SPEC'S., WITH WOOD TRIM
SURROUND TO MATCH EXISTING, REFER TO DOOR
DETAILS ON SHEET AD-1
24" WIDE X 24" DEEP DISHWASHER WITH AIR GAP -
REFER TO MANUFACTURER'S SPECIFICATIONS
NEW CONCRETE SLAB PER STRUCTURAL
DETAILS AND CALCULATIONS, TO BE FLUSH
WITH EXISITING CONCRETE FINISH HEIGHT -
REFER TO SLAB/FLOOR PLAN 2/A-3 AND
FOUNDATION PLAN ON SHEET S1
NEW CONCRETE CURB PER STRUCTURAL
DETAILS AND CALCULATIONS , TO BE FLUSH
WITH EXISITING CONCRETE CURB FINISH
HEIGHT - REFER TO SLAB PLAN 2/A-3 AND
FOUNDATION PLAN ON SHEET S1
2X4 STUD WALL - TYP, U.N.O., REFER TO STRUCTURAL
FRAMING PLAN ON SHEET S1
1-HOUR RATED WALL, PROVIDE 5/8" TYPE 'X' GYPBOARD AT
WALLS AND CEILING WITHIN 3 FEET FROM PROPERTY LINE - NO
OPENINGS ALLOWED WITHIN 3 FEET FROM PROPERTY LINE,
REFER TO DETAIL 20/AD-2 AND DETAIL 4/AD-2
WATER CLOSET WITH A 30" WD. X 24" DP. CLEAR SPACE AND
A MAX. OF 1.28 GAL./ FLUSH PER C.P.C. SECTION 402.0., FOR
TRENCH - REFER TO DETAIL 6/SN
RECESSED MIRROR FACED MEDICINE CABINET -
REFER TO INTERIOR ELEVATIONS ON SHEET 8/A-6
22" DEEP PULLMAN WITH 34" HIGH STONE
COUNTERTOP AND BACKSPLASH - REFER TO
INTERIOR ELEVATIONS ON SHEET 8/A-6
TOILET PAPER HOLDER WITH 2X6 FLAT
BLOCKING AT +24" A.F.F.
TOWEL BAR WITH 2X6 FLAT BLOCKING AT +40" A.F.F.
REFER TO INTERIOR ELEVATIONS ON SHEET 8/A-6
MUD SET CERAMIC TILE SHOWER PAN WITH CERAMIC TILE
WALLS TO 84" ABOVE FLOOR, MUD SET CERAMIC TILE OVER
WATERPROOF MEMBRANE, SLOPE 1/4" PER FT. MIN. - REFER
TO INTERIOR ELEVATIONS ON SHEET 8/A-6
EXISTING 2X4 WOOD FRAMING - REFER TO
STRUCTURAL FRAMING PLAN PLAN ON SHEET S1
A/C SYSTEM, SEE DETAIL 1/A-4 AND REFER TO NOTE 6 AND 7 ON
SHEET A-4; SEE DETAIL 1/A-1 FOR A/C PAD LOCATION ON SITE AND -
REFER TO NOTE 39 ON SHEET A-1
NOTE:
ALL WINDOWS SHALL BE DOUBLE GLAZED (U.N.O.).
WINDOW SASH, STILE AND FRAMES MAY BE WOOD, ALUMINUM VINYL OR FIBERGLASS MATERIAL.
OSFM INTERPRETATION 10-013. [ALL WINDOWS TO BE (U-FACTOR: 0.30 & SHGC: 0.23)]
WIDTH (W)HEIGHT (H)THINK
3 0
3 0
3 0
6 8
6 8
6 8
6 8
6 8
1-3/4"
1-3/4"
1-3/8"
1-3/8"
1-3/8"
DEAD BOLT WITH LOCKSET HARDWARE - SOLID CORE (S.C.)
DEAD BOLT WITH LOCKSET HARDWARE - SOLID CORE (S.C.) - TEMP. GLASS
LOCKSET HARDWARE - HOLLOW CORE (H.C).
LOCKSET HARDWARE - HOLLOW CORE (H.C).
PRIVACY WITH LOCKSET HARDWARE - HOLLOW CORE (H.C).
DOOR SIZE
DOOR SCHEDULE
SYMBOL REMARKSFRAME
WOOD
WOOD
WOOD
WOOD
WOOD
5 0
2 6
3 0 BAY WINDOW, CLEAR GLASS WITH GRIDS
1 2 1 2
4 6 DOUBLE HUNG, TEMPERED, CLEAR GLASS
WINDOW SIZE
WIDTH (W)HEIGHT (H)
VINYL
VINYL
FRAMESYMBOL REMARKS
VINYL
NOTE:
EXTERIOR DOORS WITH > 25% GLAZED AREA MUST MEET MAXIMUM (U-FACTOR OF 0.20)
ALL DOOR JAMBS ARE 4" U.N.O.
3 0
3 0
6 8 1-3/8"BI-PASS SLIDER DOORS WITH MIRROR - TEMP. GLASSVINYL60
1
4
3
TYPE TYPE
C
C
C
A
B
D
6 8 1-3/4"LOCKSET HARDWARE - LOUVERED WOOD20 E
FIXED, TINTED GLASS
DOOR AND WINDOW SCHEDULES3 SCALE:1/4" = 1'-0"
DOOR TYPES
WINDOW SCHEDULE
WINDOW TYPES
FINISH SURFACE UNLESS NOTED OTHERWISE
ON PLAN - PROVIDE BITUTHENE WATERPROOF
SHOWER - CERAMIC TILE SEAT AT 17" ABOVE
MEMBRANE UNDER TILE - SLOPE TO DRAIN
1/4" PER FT. MIN.
06/30/2025PLAN CHECK COMMENTS 11
11
AD-1
NOT USED
DIRECT VENT TANKLESS GAS WATER HEATER BY
NAVIEN NPE SERIES. - SEE DETAIL 21/AD-2, PROVIDE
COMBUSTION OUTSIDE AIR PER C.M.C. CHAPTER 7 - (2)
14"X8" G.I. SCREENED VENTS OR (1 SQ IN PER 5,000
BTU/HR INPUT PER U.P.C. 507 AND TABLE 5-1) LOCATE
(1) WITHIN 12" OF FLOOR AND (1) WITHIN 12" OF TOP
PLATE
15
AD-2
08/11/2025PLAN CHECK COMMENTS 22
2X6
2X4
3068
30
6
8
REFRIGERATOR
2X4
2X6
M.
C
.
6068 BI-PASS SLDR DRS
TV
J
J
GFCI
GF
C
I
GF
C
I
GF
C
I
CW
+3
6
"
220v
GF
C
I
GF
C
I
GF
C
I
+16"
+16"
GF
C
I
GF
C
I
GF
C
I
S
CW
HW
GF
C
I
+16"
+16"
+60"
+16"
AFCI
AFCI AF
C
I
AFCI
AFCI
TV
+60"
AFCI
S
CWHWGF
C
I
3'-6"3'-6"3'-6"3'-6"1'-8 1/2"1'-5 1/2"
3'
-
6
"
3'
-
7
"
3'
-
6
"
2'
-
6
"
2'
-
9
"
2'
-
9
"
2'
-
9
"
2'
-
9
"
1'
-
0
"
2'
-
6
"
3'
-
6
"
1'
-
7
"
1'
-
0
"
2'
-
0
"
3'
-
0
"
8'
-
6
"
1'
-
6
"
8'
-
6
"
8'
-
6
"
6'
-
7
"
1'-10"3'-5"3'-5"1'-10"
GF
C
I
/
W
P
GF
C
I
/
W
P
GFCI / WP
GFCI / WP
HB
HB
4'-4"2'-6"
30
6
8
2'-8 1/2"
1'
-
9
"
1'
-
9
"
1'-9"1'-9"
2'-2 1/2"2'-1"2'-1"
GF
C
I
30
6
8
A/
C
U
N
I
T
A/
C
U
N
I
T
2068
30
6
8
3068
GFCI / WP
GFCI / WP
S
S
1'-0"
PR
O
P
E
R
T
Y
L
I
N
E
3'-0"
NO
O
P
E
N
I
N
G
A
L
L
O
W
E
D
EX
T
E
R
I
O
R
W
A
L
L
1-
H
O
U
R
R
A
T
E
D
A/
C
U
N
I
T
A/
C
U
N
I
T
3"
1'-0"
TO
PROPERTY
LINE
1'-0"
3"
1'
-
6
"
1'-0"
RI
D
G
E
3
1
/
2
3
1
/
2
RI
D
G
E
3
1
/
2
3
1
/
2
0"
ROOF
OVER
HANG
A-4
ELEC. DIAGRAM /
FURNITURE PLAN
& ROOF PLAN
NEWELECTRICAL DIAGRAM PLAN / FURNITURE PLAN1 SCALE:1/4" = 1'-0"NEW ROOF PLAN2 SCALE:1/4" = 1'-0"
12/18/2024BUILDING DEPARTMENT SUBMITTAL
SPACE PLANNING
CONSULTANTS
DESIGN
ARMANDO GUILLEN
2024-01
06-30-2025
-
PR
O
J
E
C
T
N
A
M
E
:
G
A
R
A
G
E
C
O
N
V
E
R
S
I
O
N
GL
O
R
I
A
M
A
C
I
A
S
TO
A
D
U
w
i
t
h
N
E
W
A
D
D
I
T
I
O
N
-
-
-
TV
CWHW
HB
20
AD-2
””
06/30/2025PLAN CHECK COMMENTS 11
9
AD-2
8
AD-2
4
AD-2
08/11/2025PLAN CHECK COMMENTS 22
6'
-
1
0
1
/
4
"
NEW WINDOW HT.
8'
-
1
"
NE
W
2
"
C
O
N
C
.
T
O
P
P
I
N
G
12
'
-
4
"
EXISTING TOP OF PLATE HT.
EXISTING ROOF RIDGE HT.
7'
-
0
"
NE
W
2
"
C
O
N
C
.
T
O
P
P
I
N
G
1
3
/
4
"
FINISH GRADE
EXISTING CONC. CURB HT.
2"
1'
-
6
"
TOP OF GABLE VENT
8'
-
3
"
EX
I
S
T
I
N
G
C
O
N
C
.
S
L
A
B
1'-0"
PR
O
P
E
R
T
Y
L
I
N
E
3'-0"
NO
O
P
E
N
I
N
G
A
L
L
O
W
E
D
EX
T
E
R
I
O
R
W
A
L
L
1-
H
O
U
R
R
A
T
E
D
(N)5030
BAY WDW
3'
-
0
"
BR
I
C
K
VE
N
E
E
R
H
T
.
12
'
-
4
"
(N) 2646
DH WDW
3068
DR 7'
-
0
"
NE
W
C
O
N
C
.
S
L
A
B
NEW CONC. CURB HT.
NEW WINDOW HT.
7'
-
1
1
"
NE
W
C
O
N
C
.
S
L
A
B
12
'
-
4
"
EXISTING / NEW ROOF RIDGE HT.
NEW TOP OF PLATE HT.
6'
-
1
0
1
/
4
"
NE
W
C
O
N
C
.
C
U
R
B
H
T
.
FINISH GRADE
1
3
/
4
"
2"
PR
O
P
E
R
T
Y
L
I
N
E
EX
T
E
R
I
O
R
W
A
L
L
1-
H
O
U
R
R
A
T
E
D
NO
O
P
E
N
I
N
G
A
L
L
O
W
E
D
8'
-
6
"
NE
W
C
O
N
C
.
C
U
R
B
H
T
.
NEW CONC. CURB HT.
NEW WINDOW HT.
7'
-
1
1
1
/
4
"
NE
W
2
"
C
O
N
C
.
T
O
P
P
I
N
G
ON
E
X
I
S
T
I
N
G
S
I
D
E
1
3
/
4
"
8'
-
7
3
/
4
"
NE
W
C
O
N
C
.
S
L
A
B
FINISH GRADE2"
EXISTING TOP OF
PLATE HT., BEYOND
EXISTING / NEW ROOF RIDGE HT.
10
'
-
9
5
/
8
"
NE
W
C
O
N
C
.
S
L
A
B
NEW TOP OF PLATE HT.
1'-0"
3'-0"
6'
-
1
0
1
/
4
"
NE
W
C
O
N
C
.
C
U
R
B
12
'
-
4
"
8'
-
1
"
NE
W
2
"
C
O
N
C
.
T
O
P
P
I
N
G
12
'
-
4
"
EXISTING TOP OF PLATE HT.
EXISTING ROOF RIDGE HT.
1
3
/
4
"
NEW CONC. CURB HT.
NEW TOP OF PLATE HT.
EXISTING / NEW ROOF RIDGE HT.
6'
-
1
0
1
/
4
"
EX
I
S
T
I
N
G
C
O
N
C
.
C
U
R
B
H
T
.
7'
-
1
1
"
NE
W
C
O
N
C
.
S
L
A
B
(N) 2646
DH WDW
(N) 2646
DH WDW
(N) 2646
DH WDW7'
-
0
"
NE
W
C
O
N
C
.
S
L
A
B
NEW WINDOW HT.
FINISH GRADE FINISH GRADE
EXISTING CONC. CURB HT.
2"
1
3
/
4
"
2"
NEW WINDOW HT.
7'
-
0
"
NE
W
2
"
C
O
N
C
.
T
O
P
P
I
N
G
8'
-
3
"
EX
I
S
T
I
N
G
C
O
N
C
.
S
L
A
B
3'
-
0
"
BR
I
C
K
VE
N
E
E
R
H
T
.
3068
DR
8'
-
4
1
/
4
"
NE
W
C
O
N
C
.
C
U
R
B
8'
-
6
"
NE
W
C
O
N
C
.
S
L
A
B
12
'
-
4
"
1
3
/
4
"
EXISTING / NEW ROOF RIDGE HT.
1
3
/
4
"
8'
-
1
"
NE
W
2
"
C
O
N
C
.
T
O
P
P
I
N
G
12
'
-
4
"
EXISTING TOP OF PLATE HT.
EXISTING ROOF RIDGE HT.
7'
-
1
1
1
/
4
"
EX
I
S
T
I
N
G
C
O
N
C
.
C
U
R
B
H
T
.
1212
FXD
WDW
1212
FXD
WDW
1212
FXD
WDW
FINISH GRADE
NEW CONC. CURB HT.EXISTING CONC. CURB HT.
FINISH GRADE2"
8'
-
3
"
EX
I
S
T
I
N
G
C
O
N
C
.
S
L
A
B
10
'
-
9
5
/
8
"
NE
W
C
O
N
C
.
S
L
A
B
NEW TOP OF PLATE HT.
8'
-
1
"
NE
W
T
O
P
O
F
P
L
A
T
E
H
T
.
NEW WINDOW HT.
2"
3'
-
0
"
BR
I
C
K
VE
N
E
E
R
H
T
.
2068
DR
A/C UNIT
(D11"x W29"x H20")
A/C UNIT
(D11"x W29"x H20")
12/18/2024BUILDING DEPARTMENT SUBMITTAL
SPACE PLANNING
CONSULTANTS
DESIGN
ARMANDO GUILLEN
2024-01
06-30-2025
-
PR
O
J
E
C
T
N
A
M
E
:
G
A
R
A
G
E
C
O
N
V
E
R
S
I
O
N
GL
O
R
I
A
M
A
C
I
A
S
TO
A
D
U
w
i
t
h
N
E
W
A
D
D
I
T
I
O
N
-
-
-
A-5
ELEVATIONS
-
-
NEW
NEW ELEVATION - WEST4 SCALE:1/4" = 1'-0"
NEW ELEVATION - EAST3 SCALE:1/4" = 1'-0"
NEW ELEVATION - SOUTH2 SCALE:1/4" = 1'-0"
NEW ELEVATION - NORTH1 SCALE:1/4" = 1'-0"
06/30/2025PLAN CHECK COMMENTS 11
08/11/2025PLAN CHECK COMMENTS 22
08/29/2025PLAN CHECK COMMENTS 33
8'
-
6
"
NE
W
C
O
N
C
.
C
U
R
B
H
T
.
NEW CONC. CURB HT.
NEW WINDOW HT.
12
'
-
4
"
10
'
-
9
5
/
8
"
NE
W
C
O
N
C
.
S
L
A
B
EXISTING / NEW ROOF RIDGE HT.
7'
-
1
1
1
/
4
"
NE
W
2
"
C
O
N
C
.
T
O
P
P
I
N
G
ON
E
X
I
S
T
I
N
G
S
I
D
E
NEW TOP OF PLATE HT.
7'
-
0
"
NE
W
C
O
N
C
.
S
L
A
B
NEW CONC. CURB HT.
NEW WINDOW HT.
12
'
-
4
"
EXISTING / NEW ROOF RIDGE HT.
1
3
/
4
"
6'
-
1
0
1
/
4
"
NE
W
C
O
N
C
.
C
U
R
B
H
T
.
8'
-
7
3
/
4
"
NE
W
C
O
N
C
.
S
L
A
B
FINISH GRADE FINISH GRADE 2"
1
3
/
4
"
2"
1'-0"
PR
O
P
E
R
T
Y
L
I
N
E
3'-0"
EX
T
E
R
I
O
R
W
A
L
L
1-
H
O
U
R
R
A
T
E
D
NO
O
P
E
N
I
N
G
A
L
L
O
W
E
D
EXISTING TOP OF
PLATE HT., BEYOND
3068
DR
6068
BI-PASS DR 7'
-
1
1
"
NE
W
C
O
N
C
.
S
L
A
B
NEW TOP OF PLATE HT.
12
'
-
2
"
12
'
-
4
"
7'
-
0
"
NE
W
2
"
C
O
N
C
.
T
O
P
P
I
N
G
EXISTING CONC. SLAB
EXISTING TOP OF PLATE HT.
EXISTING CONC. CURB HT.
FINISH GRADE
EXISTING ROOF RIDGE HT.
EXISTING UNDER SHEATHING HT.
EXISTING CONC. SLAB /
FINISH GRADE
8'
-
3
"
FR
O
M
T
O
P
O
F
E
X
I
S
T
I
N
G
S
L
A
B
TO
P
O
F
P
L
A
T
E
7'
-
1
1
1
/
4
"
EX
I
S
T
I
N
G
C
O
N
C
.
C
U
R
B
H
T
.
3
3
/
4
"
EXISTING CONC CURB HT.
EXISTING TOP OF PLATE HT.
2"1
3
/
4
"
1
3
/
4
"
1'-0"
PR
O
P
E
R
T
Y
L
I
N
E
3'-0"
NO
O
P
E
N
I
N
G
A
L
L
O
W
E
D
2"1
3
/
4
"
6'
-
1
0
1
/
4
"
EX
I
S
T
I
N
G
C
O
N
C
.
C
U
R
B
H
T
.
NEW WINDOW HT., BEYOND
EX
T
E
R
I
O
R
W
A
L
L
1-
H
O
U
R
R
A
T
E
D
12
'
-
4
"
EXISTING ROOF RIDGE HT.
8'
-
1
"
NE
W
2
"
C
O
N
C
.
T
O
P
P
I
N
G
8'
-
3
"
EX
I
S
T
I
N
G
C
O
N
C
.
S
L
A
B
7'
-
1
1
5
/
8
"
FR
O
M
F
I
N
I
S
H
F
L
O
O
R
TO
F
I
N
I
S
H
C
E
I
L
I
N
G
8'
-
3
"
FR
O
M
E
X
I
S
T
I
N
G
S
L
A
B
TO
P
O
F
P
L
A
T
E
8'
-
1
"
FR
O
M
N
E
W
S
L
A
B
TO
B
O
T
T
O
M
O
F
J
O
I
S
T
3068
DR
1
3
/
4
"
12
'
-
4
"
EXISTING TOP OF PLATE HT.
EXISTING ROOF RIDGE HT.
EXISTING CONC. SLAB
EXISTING / NEW CURB
FINISH GRADE
6'
-
1
0
1
/
4
"
NE
W
C
O
N
C
.
C
U
R
B
NEW WINDOW HT.
7'
-
1
1
"
NE
W
C
O
N
C
.
S
L
A
B
12
'
-
4
"
NEW TOP OF PLATE HT.
EXISTING / NEW ROOF RIDGE HT.
NEW CONC. CURB HT.
FINISH GRADE
8'
-
1
"
NE
W
2
"
C
O
N
C
.
T
O
P
P
I
N
G
2"
NEW WINDOW HT.
8'
-
3
"
EX
I
S
T
I
N
G
C
O
N
C
.
S
L
A
B
7'
-
0
"
NE
W
2
"
C
O
N
C
.
T
O
P
P
I
N
G
6'
-
1
0
1
/
4
"
EX
I
S
T
I
N
G
C
O
N
C
.
C
U
R
B
H
T
.
2"
1
3
/
4
"
7'
-
0
"
NE
W
C
O
N
C
.
S
L
A
B
8'
-
6
1
/
2
"
1'
-
5
"
3'
-
0
"
BR
I
C
K
VE
N
E
E
R
H
T
.
REF.
(N)5030
BAY WDW
TRASH
REC /
KITCHEN - K3
6'-0"
12
'
-
4
"
EXISTING ROOF RIDGE HT.
EXISTING TOP OF PLATE HT.
7'
-
2
1
/
4
"
EXISTING GARAGE DOOR HT.
8'
-
3
"
EX
I
S
T
I
N
G
C
O
N
C
.
S
L
A
B
EXISTING CONC. SLAB /
FINISH GRADE
7'
-
1
1
1
/
4
"
EXISTING TOP OF PLATE HT.
8'
-
3
"
12
'
-
4
"
EXISTING CONC. CURB HT.3
3
/
4
"
EXISTING ROOF RIDGE HT.
FINISH GRADE
6'-0"4'-0"4'-0"
J
LC
BATHROOM - B3 BATHROOM - B1
BATHROOM - S4
AT SHOWER BATHROOM - B4
WARDROBE - W3BATHROOM - B2
BATHROOM - S2
12/18/2024BUILDING DEPARTMENT SUBMITTAL
SPACE PLANNING
CONSULTANTS
DESIGN
ARMANDO GUILLEN
2024-01
06-30-2025
-
PR
O
J
E
C
T
N
A
M
E
:
G
A
R
A
G
E
C
O
N
V
E
R
S
I
O
N
GL
O
R
I
A
M
A
C
I
A
S
TO
A
D
U
w
i
t
h
N
E
W
A
D
D
I
T
I
O
N
-
-
-
A-6
SECTIONS &
INTERIOR
ELEVATIONS
NEW
INTERIOR ELEVATIONS8 SCALE:1/2" = 1'-0"
NEW SECTION B2 SCALE:1/4" = 1'-0"NEW SECTION A1 SCALE:1/4" = 1'-0"
NEW SECTION C3 SCALE:1/4" = 1'-0"EXISTING SECTION C.24 SCALE:1/4" = 1'-0"
06/30/2025PLAN CHECK COMMENTS 11
08/11/2025PLAN CHECK COMMENTS 22
08/29/2025PLAN CHECK COMMENTS 33
1
2
3
4
6
7
8
9
11
13
14
16
12
1924
1520
WINDOW FLASHING AND INSTALLATION
SHUTTER
HEAD - WARDROBE DOOR
THRESHOLD AT OUTSWING DR.
FLASHING AT DOOR OPENING
WINDOW SILL
WINDOW JAMB
WINDOW HEAD
FLASHING AT OPENING
BUILDING PAPER AT WINDOW
FLASHING AT OPENING
TYPICAL FLASH INSTALL
DOOR JAMB
MULLION WINDOW - WINDOW
DOOR-WINDOW MULLIONBUILDING PAPER AT DOOR
25
SHUTTER 29
30 NOT USED
SILL - WARDROBE DOOR
JAMB - WARDROBE DOOR
WEEP HOLE
MINERAL IMPREGNATED
FIBER EXPANSION STRIP
CONCRETE FLATWORK, SLOPE AWAY
FROM HOUSE MIN. 1
4" PER FOOT, TYP.
WATERPROOF SEALANT
WATERPROOF SEALANT
WEATHERSTRIPPING
SOLID CORE WOOD, METAL EXTERIOR AND/OR FRENCH
DOOR - VERIFY DOOR MATERIAL W/ LOCAL BLD'G DEPT.
AT ALL RAISED SCREED LOCATIONS, PROVIDE
CORROSION RESISTANT THRESHOLD FLASHING PAN SET
IN BITUMINOUS COATING AT FLOOR FOR SEPARATION OF
METAL TO CONCRETE-SOLDIER ALL SEAMS, TYPICAL
ALUMINUM THRESHOLD FOR IN-SWINGING DOOR-PROVIDE
BITUMINOUS COATING AT FLOOR FOR SEPARATION OF
THRESHOLD TO CONCRETE PER LOCAL BUILDING CODE
NOTE:ISOLATE DISSIMILAR METALS FROM ONE
ANOTHER TO PREVENT CORROSION
INTERIOR
CUT CURB AT EXTERIOR DOOR TO MAKE
FLUSH WITH INTERIOR FINISH FLOOR LEVEL
DOOR HEAD
AD-1
DETAILS
ARCHITECTURAL
12/18/2024BUILDING DEPARTMENT SUBMITTAL
SPACE PLANNING
CONSULTANTS
DESIGN
ARMANDO GUILLEN
2024-01
06-30-2025
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06/30/2025PLAN CHECK COMMENTS 11
1
2
3
6
7
8
9
11
13
14
16
18
21
12
19
1520
TANKLESS WATER HEATER SPECS
WATER HEATER
1-HR EXTERIOR WALL
PLUMBING BOX
VENT FLASHINGUFER BAR
EXTERIOR WALL
EAVE
RAKE
INSWING THRESHOLD AT DECK
WEEP SCREED
WALL PENETRATION FLASHING
SIDING TO STUCCO WALL TRIM - HORIZONTAL
GABLE VENT
EAVE AT 1-HR WALL 4RIDGE VENT
’
SLOPE
P
E
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ROOF
P
L
A
N
MANUFACTURERS 8" WIDE HIP / RIDGE
TRIM
METAL-ERA HI-PERF RIDGE VENT -
INSTALL PER MANUFACTURER'S
WRITTEN INSTRUCTIONS
SLOPE
P
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ROOF
P
L
A
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5MODEL "FLAT" STYLE VENTS FOR SHINGLE ROOFS
STRUCTURAL
STEEL
SILL
MUD
SWITCH
BOX
250-71
BONDING METER
RISER
GAS PIPE
WATER PIPE
BOTTOM OF FOUNDATION
WITH EARTH
IN DIRECT CONTACT
3"
M
I
N
.
ADDITIONAL 20'-0" LONG #4 REBAR
NEC. ART. 250-81(c), CONCRETE-ENCASED ELECTRODE:
IN ANY TYPE OF FOUNDATION WHERE THE CONCRETE IS IN CONTACT
WITH THE EARTH AND HAS A MINIMUM OF 20 FEET OF STRUCTURAL
STEEL REBAR. PROVIDE AN ADDITIONAL 20 FEET LONG PIECE OF #4
REBAR, LOCATED NEAR THE BOTTOM OF THE FOUNDATION, ENCASED IN A
MINIMUM OF 3" OF CONCRETE. THIS PIECE OF ADDITIONAL REBAR SHALL
EXTEND A MINIMUM OF 6" ABOVE THE FOUNDATION AND IT SHALL BE
SECURED TO THE STRUCTURAL STEEL REBAR BY TIE WIRE OR A CLAMP.
ALL
CONNECTIONS
SHALL BE
MADE WITH
APPROVED
GROUND
CLAMPS
250-79,
250-115
BONDING OF
PIPING
SYSTEMS
250-80
CONNECTION
SIZING OF
GROUNDING
ELECTRODE
CONDUCTOR.
250-112
MUST BE
ACCESSIBLE.
250-112
SOLID BLOCKING
STUDS
GENERAL NOTES:
1.PROVIDE SOLID BLOCKING AS REQUIRED
PROVIDE SOLID BLOCKING AS
REQUIRED
BRICK VENEER TO WOOD SIDING
BRICK VENEER WAINSCOT AT WEEP SCREED
WOOD BEAM
PER STRUCT. DRWAINGS
NOT USED
AD-2
12/18/2024BUILDING DEPARTMENT SUBMITTAL
SPACE PLANNING
CONSULTANTS
DESIGN
ARMANDO GUILLEN
2024-01
06-30-2025
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DETAILS
ARCHITECTURAL
06/30/2025PLAN CHECK COMMENTS 11
08/11/2025PLAN CHECK COMMENTS 22
12/18/2024BUILDING DEPARTMENT SUBMITTAL
SPACE PLANNING
CONSULTANTS
DESIGN
ARMANDO GUILLEN
2024-01
06-30-2025
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GN-1
GENERAL
NOTES
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DIVISION 1
GENERAL CONDITIONS
PART 1 - GENERAL
PART 2 - EXECUTION
DIVISION 2
EXISTING CONDITIONS
SECTION 02200 - EARTHWORK
DIVISION 3
CONCRETE
DIVISION 4
MASONRY
DIVISION 5
METALS
HER.
DIVISION 2
EXISTING CONDITIONS
SECTION 02200 - EARTHWORK
DIVISION 3
CONCRETE
DIVISION 6
WOOD, PLASTIC, AND COMPOSITES
SECTION 06.10.00 - ROUGH CARPENTRY
¼
SECTION 06.20.00 - FINISH CARPENTRY
DIVISION 7
THERMAL AND MOISTURE
PROTECTION
12/18/2024BUILDING DEPARTMENT SUBMITTAL
SPACE PLANNING
CONSULTANTS
DESIGN
ARMANDO GUILLEN
2024-01
06-30-2025
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SECTION 07.26.16 - BELOW GRADE VAPOR RETARDERS
SECTION 07.30.00 - STEEP SLOPE ROOFING
SECTION 07.60.00 - FLASHING AND SHEET METAL
SECTION 07.92.00 - JOINT SEALANTS
DIVISION 8
OPENINGS
SECTION 08.10.00 - DOORS AND FRAMES
SECTION 08.50.00 - WINDOWS
SECTION 08.70.00 - HARDWARE
SECTION 08.80.00 - GLAZING
DIVISION 10
SPECIALTIES
SECTION 10.28.00 - TOILET, BATH, AND LAUNDRY ACCESSORIESSECTION 09.29.00 - GYPSUM BOARD
DIVISION 21
FIRE SUPPRESSION (NOT USED)
DIVISION 22
PLUMBING
DIVISION 23
HEATING, VENTILATING, AND AIR
CONDITIONING (HVAC)
SECTION 23.30.00 - HVAC AIR DISTRIBUTION
DIVISION 24
(NOT USED)
DIVISION 25
INTEGRATED AUTOMATION (NOT
USED)
DIVISION 11
EQUIPMENT
SECTION 11.31.13 - RESIDENTIAL KITCHEN APPLIANCES
DIVISION 12
FURNISHINGS (NOT USED)
DIVISION 13
SPECIAL CONSTRUCTION (NOT USED)
DIVISION 14
CONVEYING EQUIPMENT (NOT USED)
DIVISION 15 - 20
(NOT USED)
¾
¾
DIVISION 9
FINISHES
SECTION 09.24.00 - PORTLAND CEMENT PLASTERING
SECTION 09.30.00 - TILING
SECTION 09.90.00 - PAINTING AND COATING
DIVISION 27 - 30
(NOT USED)
DIVISION 31
EARTHWORK
DIVISION 32 - 49
(NOT USED)
DIVISION 26
ELECTRICAL
11'-1"
13'-7"
11'-1"
13'-7"
A B C
1
2
3
A B C
1
2
3
1' MIN.
FOOTING
WIDTH TYP.
1' MIN.
FOOTING
WIDTH TYP.
1' MIN.
FOOTING
WIDTH TYP.
1' MIN.
FOOTING
WIDTH TYP.
1' MIN.
FOOTING
WIDTH TYP.1' MIN.
FOOTING
WIDTH TYP.
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SCHEDULE
TYPE
HDU2-SDS2.5 5/8"
HDU4-SDS2.5 5/8"
HDU5-SDS2.5 5/8"
4x4
4x4
4x4
12-1/2"
(4)
12-1/2"
12-1/2"
16
20
24
24
24
20
28 34
SCHEDULE
TYPE
HDU2-SDS2.5
HDU4-SDS2.5
HDU5-SDS2.5
4x4
4x4
4x4
HDU8-SDS2.5 4x4
4x6
EMBEDMENT "le"
3434
AT FOOTINGS
AT SLABS
#4 DOWEL @ 24"O.C.
A MIN. OF 4" INTO
IF COLD JOINT IS
USED AND EMBED A.B.
1 ST. POUR
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SD1
12 3/4" = 1'-0"
TYP. SHEAR WALL CONECT.
11 3/4" = 1'-0"
TYP. PLYWOOD LAYOUT
15 3/4" = 1'-0"
TYP. REINFORCING
14 3/4" = 1'-0"
JOIST TO NON-BEARING WALL
13 3/4" = 1'-0"
(TYP.) PIPE TRENCH
1 N.T.S.
CEILING JOINTS
2 N.T.S.
1-HR EXT. STUCCO WALL
3 N.T.S.
EXTERIOR STUCCO WALL
4 N.T.S.
DOWELS
5 N.T.S.
DOUBLE WALL
6 N.T.S.
1-HR RATED EAVE DETAIL
7 N.T.S.
EAVE DETAIL
8 N.T.S.
NOT USED
9 N.T.S.
NOT USED
10 N.T.S.
NOT USED
18 N.T.S.
NOT USED
19 N.T.S.
NOT USED
20 N.T.S.
NOT USED
17 N.T.S.
NOT USED
16 N.T.S.
NOT USED
23 N.T.S.
NOT USED
23 N.T.S.
NOT USED
25 N.T.S.
NOT USED
22 N.T.S.
NOT USED
21 N.T.S.
NOT USED
28 N.T.S.
NOT USED
29 N.T.S.
NOT USED
30 N.T.S.
NOT USED
27 N.T.S.
NOT USED
26 N.T.S.
NOT USED
12/18/2024BUILDING DEPARTMENT SUBMITTAL
SPACE PLANNING
CONSULTANTS
DESIGN
ARMANDO GUILLEN
2024-01
12-18-2024
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STRUCTURAL
DETAILS
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SN
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 Sections
4.106.4.1 or 4.106.4.2 to facilitate future installation and use of EV chargers. Electric vehicle supply
equipment (EVSE) shall be installed in accordance with the California Electrical Code, Article 625.
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 Sections 4.106.4.2.1 and 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 a future 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.
4.106.4.2.1Multifamily development projects with less than 20 dwelling units; and hotels and motels with less
than 20 sleeping units or guest rooms.
The number of dwelling units, sleeping units or guest rooms shall be based on all buildings on a project site subject to
this section.
1.EV Capable. Ten (10) percent of the total number of parking spaces on a building site, provided for all types
of parking facilities, shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2
EVSE. Electrical load calculations shall demonstrate that the electrical panel service capacity and electrical
system, including any on-site distribution transformer(s), have sufficient capacity to simultaneously charge all
EVs at all required EV spaces at a minimum of 40 amperes.
The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved
for future EV charging purposes as “EV CAPABLE” in accordance with the California Electrical Code.
Exceptions:
1.When EV chargers (Level 2 EVSE) are installed in a number equal to or greater than the required number
of EV capable spaces.
2.When EV chargers (Level 2 EVSE) are installed in a number less than the required number of EV capable
spaces, the number of EV capable spaces required may be reduced by a number equal to the number of
EV chargers installed.
Notes:
a.Construction documents are intended to demonstrate the project’s capability and capacity for facilitating
future EV charging.
b.There is no requirement for EV spaces to be constructed or available until receptacles for EV charging or
EV chargers are installed for use.
2.EV Ready. Twenty-five (25) percent of the total number of parking spaces shall be equipped with low power
Level 2 EV charging receptacles. For multifamily parking facilities, no more than one receptacle is required per
dwelling unit when more than one parking space is provided for use by a single dwelling unit.
Exception: Areas of parking facilities served by parking lifts.
4.106.4.2.2 Multifamily development projects with 20 or more dwelling units, hotels and motels with 20 or more
sleeping units or guest rooms.
The number of dwelling units, sleeping units or guest rooms shall be based on all buildings on a project site subject to
this section.
1.EV Capable. Ten (10) percent of the total number of parking spaces on a building site, provided for all types
of parking facilities, shall be electric vehicle charging spaces (EV spaces) capable of supporting future Level 2
EVSE. Electrical load calculations shall demonstrate that the electrical panel service capacity and electrical
system, including any on-site distribution transformer(s), have sufficient capacity to simultaneously charge all
EVs at all required EV spaces at a minimum of 40 amperes.
The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved
for future EV charging purposes as “EV CAPABLE” in accordance with the California Electrical Code.
Exception: When EV chargers (Level 2 EVSE) are installed in a number greater than five (5) percent of
parking spaces required by Section 4.106.4.2.2, Item 3, the number of EV capable spaces required may be
reduced by a number equal to the number of EV chargers installed over the five (5) percent required.
Notes:
a.Construction documents shall show locations of future EV spaces.
b.There is no requirement for EV spaces to be constructed or available until receptacles for EV charging or
EV chargers are installed for use.
2.EV Ready. Twenty-five (25) percent of the total number of parking spaces shall be equipped with low power
Level 2 EV charging receptacles. For multifamily parking facilities, no more than one receptacle is required per
dwelling unit when more than one parking space is provided for use by a single dwelling unit.
Exception: Areas of parking facilities served by parking lifts.
3.EV Chargers. Five (5) percent of the total number of parking spaces shall be equipped with Level 2 EVSE.
Where common use parking is provided, at least one EV charger shall be located in the common use parking
area and shall be available for use by all residents or guests.
When low power Level 2 EV charging receptacles or Level 2 EVSE 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 EVSE shall
have a capacity of not less than 30 amperes. ALMS shall not be used to reduce the minimum required electrical
capacity to the required EV capable spaces.
4.106.4.2.2.1 Electric vehicle charging stations (EVCS).
Electric vehicle charging stations required by Section 4.106.4.2.2, Item 3, shall comply with Section 4.106.4.2.2.1.
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 Location.
EVCS shall comply with at least one of the following options:
1.The charging 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.
2.The charging 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 and Section
4.106.4.2.2.1.2, Item 3.
4.106.4.2.2.1.2 Electric vehicle charging stations (EVCS) dimensions.
The charging spaces shall be designed to comply with the following:
1.The minimum length of each EV space shall be 18 feet (5486 mm).
2.The minimum width of each EV space shall be 9 feet (2743 mm).
3.One in every 25 charging 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 EV space is
12 feet (3658 mm).
a.Surface slope for this EV space and the aisle shall not exceed 1 unit vertical in 48 units horizontal (2.083
percent slope) in any direction.
4.106.4.2.2.1.3 Accessible EV spaces.
In addition to the requirements in Sections 4.106.4.2.2.1.1 and 4.106.4.2.2.1.2, all EVSE, when 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 EV space requirements.
1.Single EV space required. Install a listed raceway capable of accommodating a 208/240-volt dedicated 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 enclosure in close
proximity to the location or the proposed location of the EV space. Construction documents shall identify the
raceway termination point, receptacle or charger location, as applicable. The service panel and/ or subpanel shall
have a 40-ampere minimum dedicated branch circuit, including branch circuit overcurrent protective device
installed, or space(s) reserved to permit installation of a branch circuit overcurrent protective device.
Exception: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is
installed in close proximity to the location or the proposed location of the EV space, at the time of original
construction in accordance with the California Electrical Code.
2.Multiple EV spaces required. Construction documents shall indicate the raceway termination point and the
location of installed or future EV spaces, receptacles or EV chargers. Construction documents shall also provide
information on amperage of installed or future receptacles or EVSE, raceway method(s), wiring schematics and
electrical load calculations. Plan design shall be based upon a 40-ampere minimum branch circuit. Required
raceways and related components that are planned to be installed underground, enclosed, inaccessible or in
concealed areas and spaces shall be installed at the time of original construction.
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. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE.
Y N/AYN/AYN/AYN/A RESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
RESIDENTIAL MANDATORY MEASURES, SHEET 1 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
Exception: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is
installed in close proximity to the location or the proposed location of the EV space at the time of original
construction in accordance with the California Electrical Code.
4.106.4.2.4 Identification.
The service panel or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for
future EV charging purposes as “EV CAPABLE” in accordance with the California Electrical Code.
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
multifamily buildings.
When 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 electric vehicle charging spaces (EV spaces) capable of supporting future Level 2 EVSE.
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.
12/18/2024BUILDING DEPARTMENT SUBMITTAL
SPACE PLANNING
CONSULTANTS
DESIGN
ARMANDO GUILLEN
2024-01
06-30-2025
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2022 CAL GREEN
RESIDENTIAL
SHEET
06/30/2025PLAN CHECK COMMENTS 11
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 O³/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. THE END USER ASSUMES ALL RESPONSIBILITY ASSOCIATED WITH THE USE OF THIS DOCUMENT, INCLUDING VERIFICATION WITH THE FULL CODE.
Y N/AYN/AYN/AYN/A RESPON.
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2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
RESIDENTIAL MANDATORY MEASURES, SHEET 2 Y = YES
N/A =NOT APPLICABLE
RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER,
OWNER, CONTRACTOR, INSPECTOR ETC.)12/18/2024BUILDING DEPARTMENT SUBMITTAL
SPACE PLANNING
CONSULTANTS
DESIGN
ARMANDO GUILLEN
2024-01
06-30-2025
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250702
BUILDING ENERGY ANALYSIS REPORT
PROJECT:
Project Designer:
Report Prepared by:
Job Number:
Date:
The EnergyPro computer program has been used to perform the calculations summarized in this compliance report. This program has approval and is
authorized by the California Energy Commission for use with both the Residential and Nonresidential 2022 Building Energy Efficiency Standards.
This program developed by EnergySoft, LLC – www.energysoft.com.
GUILLEN-MACIAS ADU
2000 E Chapman Avenue, Suite 202
1718 North Linwood Avenue
Santa Ana, CA 92705
ARMANDO GUILLEN DESIGN
ADVANCED TITLE 24
Efrain Olivas
714.293.8438
Santa Ana, CA 92707
7/17/2025
250702
Fullerton, CA 92831
714.525.9824
419 West Russell Avenue
TABLE OF CONTENTS
3
1
Form MF1R Mandatory Measures Summary
Table of Contents 2
Form RMS-1 Residential Measures Summary 14
Form CF1R-PRF-01-E Certificate of Compliance
Cover Page
16
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:GUILLEN-MACIAS ADU Calculation Date/Time:2025-07-17T09:49:17-07:00 (Page 1 of 11)
Calculation Description:Title 24 Analysis Input File Name:250702-AGD.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2025-07-17 09:49:30
GENERAL INFORMATION
01 Project Name GUILLEN-MACIAS ADU
02 Run Title Title 24 Analysis
03 Project Location 419 West Russell Avenue
04 City Santa Ana 05 Standards Version 2022
06 Zip code 92707 07 Software Version EnergyPro 9.4
08 Climate Zone 8 09 Front Orientation (deg/ Cardinal)180
10 Building Type Single family 11 Number of Dwelling Units 1
12 Project Scope Newly Constructed Addition 13 Number of Bedrooms 3
14 Addition Cond. Floor Area (ft2)510 15 Number of Stories 1
16 Existing Cond. Floor Area (ft2)1332 17 Fenestration Average U-factor 0.3
18 Total Cond. Floor Area (ft2)1842 19 Glazing Percentage (%)14.28%
20 ADU Bedroom Count 1 21 ADU Conditioned Floor Area 510
22 Fuel Type Natural gas 23 No Dwelling Unit:No
ADDITION ALONE - Project Analysis Parameters
01 02 03 04 05 06
Existing Area (excl. new addition)
(ft2)
Addition Area (excl. existing)
(ft2)Total Area (ft2)Existing Bedrooms Addition Bedrooms Total Bedrooms
1332 510 1842 2 1 3
ADDITION ALONE - ACCESSORY DWELLING UNIT (ADU) PROJECT ANALYSIS PARAMETERS
01 02 03 04 05 06 07 08
Zone Name Existing Area (excl.
new addition) (ft2)
ADU Area (excl.
existing) (ft2)Total Area (ft2)Existing Bedrooms Addition Bedrooms Total Bedrooms Attached vs. Detached
ADU ADDITION 1332 510 1842 2 1 3 Attached
425-P010220204A-000-000-0000000-0000 07/17/2025 09:51 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:GUILLEN-MACIAS ADU Calculation Date/Time:2025-07-17T09:49:17-07:00 (Page 2 of 11)
Calculation Description:Title 24 Analysis Input File Name:250702-AGD.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2025-07-17 09:49:30
COMPLIANCE RESULTS
01 Building Complies with Computer Performance
02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider.
03 This building incorporates one or more Special Features shown below
425-P010220204A-000-000-0000000-0000 07/17/2025 09:51 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:GUILLEN-MACIAS ADU Calculation Date/Time:2025-07-17T09:49:17-07:00 (Page 3 of 11)
Calculation Description:Title 24 Analysis Input File Name:250702-AGD.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2025-07-17 09:49:30
ENERGY USE SUMMARY
Energy Use Standard Design Source
Energy (EDR1) (kBtu/ft2 -yr)
Standard Design TDV Energy
(EDR2) (kTDV/ft2 -yr)
Proposed Design Source
Energy (EDR1) (kBtu/ft2 -yr)
Proposed Design TDV Energy
(EDR2) (kTDV/ft2 -yr)Margin (EDR1)Margin (EDR2)
Space Heating 0 5.78 0 4.63 0 1.15
Space Cooling 0 36.9 0 31.82 0 5.08
IAQ Ventilation 0 4.85 0 4.85 0 0
Water Heating 0 53.03 0 52.58 0 0.45
Self
Utilization/Flexibility
Credit
0 0
Efficiency Compliance
Total 0 100.56 0 93.88 0 6.68
Photovoltaics 0 0
Battery 0
Flexibility
Indoor Lighting 0 6.73 0 6.73
Appl. & Cooking 0 43.18 0 43.19
Plug Loads 0 72.1 0 72.1
Outdoor Lighting 0 5.94 0 5.94
TOTAL COMPLIANCE 0 228.51 0 221.84
425-P010220204A-000-000-0000000-0000 07/17/2025 09:51 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:GUILLEN-MACIAS ADU Calculation Date/Time:2025-07-17T09:49:17-07:00 (Page 4 of 11)
Calculation Description:Title 24 Analysis Input File Name:250702-AGD.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2025-07-17 09:49:30
ENERGY USE INTENSITY
Standard Design (kBtu/ft2 - yr )Proposed Design (kBtu/ft2 - yr )Margin (kBtu/ft2 - yr )Margin Percentage
Gross EUI1 33.9 33.31 0.59 1.74
Net EUI2 33.9 33.31 0.59 1.74
Notes
1. Gross EUI is Energy Use Total (not including PV) / Total Building Area.
2. Net EUI is Energy Use Total (including PV) / Total Building Area.
REQUIRED SPECIAL FEATURES
The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis.
•Variable capacity heat pump compliance option (verification details from VCHP Staff report, Appendix B, and RA3)
HERS FEATURE SUMMARY
The following is a summary of the features that must be field-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional
detail is provided in the building tables below. Registered CF2Rs and CF3Rs are required to be completed in the HERS Registry
•Quality insulation installation (QII)
•Indoor air quality ventilation
•Kitchen range hood
•Verified SEER/SEER2
•Verified Refrigerant Charge
•Airflow in habitable rooms (SC3.1.4.1.7)
•Verified heat pump rated heating capacity
•Wall-mounted thermostat in zones greater than 150 ft2 (SC3.4.5)
•Ductless indoor units located entirely in conditioned space (SC3.1.4.1.8)
ZONE INFORMATION
01 02 03 04 05 06 07
Zone Name Zone Type HVAC System Name Zone Floor Area (ft2)Avg. Ceiling Height Water Heating System 1 Status
ADU ADDITION Conditioned (N) SYSTEM1 510 9.3 DHW Sys 1 New
425-P010220204A-000-000-0000000-0000 07/17/2025 09:51 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:GUILLEN-MACIAS ADU Calculation Date/Time:2025-07-17T09:49:17-07:00 (Page 5 of 11)
Calculation Description:Title 24 Analysis Input File Name:250702-AGD.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2025-07-17 09:49:30
OPAQUE SURFACES
01 02 03 04 05 06 07 08 09 10
Name Zone Construction Azimuth Orientation Gross Area (ft2)Window and Door
Area (ft2)Tilt (deg)Wall Exceptions Status
(N) Front Wall -
EX.ADU ADDITION (N) R-15 Wall - Siding 180 Front 144 15 90 Ex. w/ Siding New
(N) Left Wall - EX.ADU ADDITION (N) R-15 Wall - Siding 270 Left 160 31.25 90 Ex. w/ Siding New
(N) Left Wall - EXT.ADU ADDITION (N) R-15 Wall - Stucco 270 Left 108.67 22.5 90 Extension New
(N) Back Wall - EX.ADU ADDITION (N) R-15 Wall - Siding 0 Back 55.33 0 90 Ex. w/ Siding New
(N) Back Wall ADU ADDITION (N) R-15 Wall - Stucco 0 Back 88.67 20 90 none New
(N) Right Wall -
EX.ADU ADDITION (N) R-15 Wall - Siding 90 Right 160 0 90 Ex. w/ Siding New
(N) Right Wall ADU ADDITION (N) R-15 Wall - Stucco 90 Right 108.67 4.08 90 none New
(N) Roof: Attic ADU ADDITION (N) R-30 Roof Attic n/a n/a 360 n/a n/a New
OPAQUE SURFACES - CATHEDRAL CEILINGS
01 02 03 04 05 06 07 08 09 10 11
Name Zone Construction Azimuth Orientation Area (ft2)
Skylight Area
(ft2)
Roof Rise (x in
12)
Roof
Reflectance Roof Emittance Cool Roof
(N) Roof:
Cathedral ADU ADDITION (N) R-22 Roof
Cathedral 180 Front 150 0 3 0.1 0.85 No
ATTIC
01 02 03 04 05 06 07 08
Name Construction Type Roof Rise (x in 12)Roof Reflectance Roof Emittance Radiant Barrier Cool Roof
Attic ADU ADDITION Attic RoofADU
ADDITION Ventilated 3 0.1 0.85 No No
425-P010220204A-000-000-0000000-0000 07/17/2025 09:51 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:GUILLEN-MACIAS ADU Calculation Date/Time:2025-07-17T09:49:17-07:00 (Page 6 of 11)
Calculation Description:Title 24 Analysis Input File Name:250702-AGD.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2025-07-17 09:49:30
FENESTRATION / GLAZING
01 02 03 04 05 06 07 08 09 10 11 12 13 14
Name Type Surface Orientation Azimuth Width
(ft)
Height
(ft)Mult.Area
(ft2)U-factor U-factor
Source SHGC SHGC Source Exterior Shading
(N) Window A Window (N) Front Wall -
EX.Front 180 1 15 0.3 NFRC 0.23 NFRC Bug Screen
(N) Window B Window (N) Left Wall -
EX.Left 270 1 11.25 0.3 NFRC 0.23 NFRC Bug Screen
(N) Window B
2 Window (N) Left Wall -
EXT.Left 270 1 11.25 0.3 NFRC 0.23 NFRC Bug Screen
(N) Window B
3 Window (N) Left Wall -
EXT.Left 270 1 11.25 0.3 NFRC 0.23 NFRC Bug Screen
(N) Door 2 Window (N) Back Wall Back 0 1 20 0.3 NFRC 0.23 NFRC Bug Screen
(N) Window C Window (N) Right Wall Right 90 1 1.36 0.3 NFRC 0.23 NFRC Bug Screen
(N) Window C
2 Window (N) Right Wall Right 90 1 1.36 0.3 NFRC 0.23 NFRC Bug Screen
(N) Window C
3 Window (N) Right Wall Right 90 1 1.36 0.3 NFRC 0.23 NFRC Bug Screen
OPAQUE DOORS
01 02 03 04
Name Side of Building Area (ft2)U-factor
(N) Door 1 (N) Left Wall - EX.20 0.2
425-P010220204A-000-000-0000000-0000 07/17/2025 09:51 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:GUILLEN-MACIAS ADU Calculation Date/Time:2025-07-17T09:49:17-07:00 (Page 7 of 11)
Calculation Description:Title 24 Analysis Input File Name:250702-AGD.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2025-07-17 09:49:30
SLAB FLOORS
01 02 03 04 05 06 07 08
Name Zone Area (ft2)Perimeter (ft)Edge Insul. R-value
and Depth
Edge Insul. R-value
and Depth Carpeted Fraction Heated
(N) Slab-on-Grade ADU ADDITION 510 103.2 none 0 80%No
OPAQUE SURFACE CONSTRUCTIONS
01 02 03 04 05 06 07 08
Construction Name Surface Type Construction Type Framing Total Cavity
R-value
Interior / Exterior
Continuous
R-value
U-factor Assembly Layers
(N) R-15 Wall - Siding Exterior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-15 None / None 0.089
Inside Finish: Gypsum Board
Cavity / Frame: R-15 / 2x4
Exterior Finish: Wood
Siding/sheathing/decking
(N) R-15 Wall - Stucco Exterior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-15 None / None 0.095
Inside Finish: Gypsum Board
Cavity / Frame: R-15 / 2x4
Exterior Finish: 3 Coat Stucco
(N) R-22 Roof Cathedral Cathedral Ceilings Wood Framed
Ceiling 2x6 @ 24 in. O. C.R-22 None / None 0.048
Roofing: Light Roof (Asphalt Shingle)
Roof Deck: Wood
Siding/sheathing/decking
Cavity / Frame: R-22 / 2x6
Inside Finish: Gypsum Board
Attic RoofADU
ADDITION Attic Roofs Wood Framed
Ceiling 2x4 @ 24 in. O. C.R-0 None / 0 0.644
Roofing: Light Roof (Asphalt Shingle)
Roof Deck: Wood
Siding/sheathing/decking
Cavity / Frame: no insul. / 2x4
(N) R-30 Roof Attic Ceilings (below
attic)
Wood Framed
Ceiling 2x4 @ 24 in. O. C.R-30 None / None 0.032
Over Ceiling Joists: R-20.9 insul.
Cavity / Frame: R-9.1 / 2x4
Inside Finish: Gypsum Board
425-P010220204A-000-000-0000000-0000 07/17/2025 09:51 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:GUILLEN-MACIAS ADU Calculation Date/Time:2025-07-17T09:49:17-07:00 (Page 8 of 11)
Calculation Description:Title 24 Analysis Input File Name:250702-AGD.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2025-07-17 09:49:30
BUILDING ENVELOPE - HERS VERIFICATION
01 02 03 04 05
Quality Insulation Installation (QII)High R-value Spray Foam Insulation Building Envelope Air Leakage CFM50 CFM50
Required Not Required N/A n/a n/a
WATER HEATING SYSTEMS
01 02 03 04 05 06 07 08 09
Name System Type Distribution Type Water Heater Name Number of Units Solar Heating
System
Compact
Distribution HERS Verification Water Heater
Name (#)
DHW Sys 1 Domestic Hot
Water (DHW)Standard DHW Heater 1 1 n/a None n/a DHW Heater 1 (1)
WATER HEATERS
01 02 03 04 05 06 07 08 09 10 11 12 13
Name
Heating
Element
Type
Tank Type # of Units Tank Vol.
(gal)
Heating
Efficiency
Type
Efficiency Rated Input
Type
Input Rating
or Pilot
Tank
Insulation
R-value
(Int/Ext)
Standby Loss
or Recovery
Eff
1st Hr. Rating
or Flow Rate
Tank
Location
DHW
Heater 1 Gas
Consumer
Instantaneo
us
1 0 UEF 0.82 Btu/Hr 200000 0 n/a n/a
WATER HEATING - HERS VERIFICATION
01 02 03 04 05 06 07
Name Pipe Insulation Parallel Piping Compact Distribution Compact Distribution
Type Recirculation Control Shower Drain Water Heat
Recovery
DHW Sys 1 - 1/1 Not Required Not Required Not Required None Not Required Not Required
425-P010220204A-000-000-0000000-0000 07/17/2025 09:51 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:GUILLEN-MACIAS ADU Calculation Date/Time:2025-07-17T09:49:17-07:00 (Page 9 of 11)
Calculation Description:Title 24 Analysis Input File Name:250702-AGD.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2025-07-17 09:49:30
SPACE CONDITIONING SYSTEMS
01 02 03 04 05 06 07 08
Name System Type Heating Unit Name Heating Equipment
Count Cooling Unit Name Cooling Equipment
Count Fan Name Distribution Name
(N) SYSTEM1 Heat pump heating
cooling Heat Pump System 1 2 Heat Pump System 1 2 n/a n/a
HVAC - HEAT PUMPS
01 02 03 04 05 06 07 08 09 10 11 12 13
Name System Type Number of
Units
Heating Cooling
Zonally
Controlled
Compressor
Type HERS VerificationHeating
Efficiency
Type
HSPF/HS
PF2/COP Cap 47 Cap 17
Cooling
Efficiency
Type
SEER/SE
ER2
EER/EER
2/CEER
Heat Pump
System 1 VCHP-ductless 2 HSPF 8.5 13000 8100 EERSEER 16 9.2 Not Zonal Single
Speed
Heat Pump System
1-hers-htpump
HVAC HEAT PUMPS - HERS VERIFICATION
01 02 03 04 05 06 07 08 09
Name Verified Airflow Airflow Target Verified EER/EER2 Verified
SEER/SEER2
Verified Refrigerant
Charge
Verified
HSPF/HSPF2
Verified Heating
Cap 47
Verified Heating
Cap 17
Heat Pump System
1-hers-htpump Not Required 0 Not Required Required Yes No Yes Yes
VARIABLE CAPACITY HEAT PUMP COMPLIANCE OPTION - HERS VERIFICATION
01 02 03 04 05 06 07 08 09 10
Name
Certified
Low-Static
VCHP System
Airflow to
Habitable
Rooms
Ductless Units
in Conditioned
Space
Wall Mount
Thermostat
Air Filter Sizing
& Pressure
Drop Rating
Low Leakage
Ducts in
Conditioned
Space
Minimum
Airflow per
RA3.3 and
SC3.3.3.4.1
Certified
non-continuous
Fan
Indoor Fan not
Running
Continuously
Heat Pump System 1 Not required Required Required Required Not required Not required Not required Not required Not required
425-P010220204A-000-000-0000000-0000 07/17/2025 09:51 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:GUILLEN-MACIAS ADU Calculation Date/Time:2025-07-17T09:49:17-07:00 (Page 10 of 11)
Calculation Description:Title 24 Analysis Input File Name:250702-AGD.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2025-07-17 09:49:30
INDOOR AIR QUALITY (IAQ) FANS
01 02 03 04 05 06 07 08 09
Dwelling Unit Airflow (CFM)Fan Efficacy
(W/CFM)IAQ Fan Type
Includes
Heat/Energy
Recovery?
IAQ Recovery
Effectiveness -
SRE/ASRE
Includes Fault
Indicator Display?HERS Verification Status
SFam ADU
IAQVentRpt 30 0.35 Exhaust No n/a / n/a No Yes
425-P010220204A-000-000-0000000-0000 07/17/2025 09:51 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:GUILLEN-MACIAS ADU Calculation Date/Time:2025-07-17T09:49:17-07:00 (Page 11 of 11)
Calculation Description:Title 24 Analysis Input File Name:250702-AGD.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2025-07-17 09:49:30
DOCUMENTATION AUTHOR'S DECLARATION STATEMENT
1. I certify that this Certificate of Compliance documentation is accurate and complete.
Documentation Author Name:Documentation Author Signature:
Company:Signature Date:
Address:CEA/ HERS Certification Identification (If applicable):
City/State/Zip:Phone:
RESPONSIBLE PERSON'S DECLARATION STATEMENT
I certify the following under penalty of perjury, under the laws of the State of California:
1.I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance.
2.I certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations.
3.The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets,
calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application.
Responsible Designer Name:Responsible Designer Signature:
Company:Date Signed:
Address:License:
City/State/Zip:Phone:
Efrain Olivas
Advanced Title 24 07/17/2025
7181 N HUALAPAI WAY SUITE 130-25
Las Vegas, NV 89166 714-525-9824
Efrain Olivas
Advanced Title 24 07/17/2025
7181 N HUALAPAI WAY SUITE 130-25
Las Vegas, NV 89166 714-525-9824
425-P010220204A-000-000-0000000-0000 07/17/2025 09:51 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
Digitally signed by California Home Energy Efficiency Rating Services (CHEERS). This digital signature is provided in order to secure the content of
this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information.
RESIDENTIAL MEASURES SUMMARY RMS-1
Project Name Building Type Single Family Addition Alone Date
Multi Family Existing+ Addition/Alteration
Project Address California Energy Climate Zone Total Cond. Floor Area Addition # of Units
INSULATION Area
Construction Type Cavity (ft2) Special Features Status
FENESTRATION Total Area: Glazing Percentage: New/Altered Average U-Factor:
Orientation Area(ft2) U-Fac SHGC Overhang Sidefins Exterior Shades Status
HVAC SYSTEMS
Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status
HVAC DISTRIBUTION Duct
Location Heating Cooling Duct Location R-Value Status
WATER HEATING
Qty. Type Gallons Min. Eff Distribution Status
New
173
Page 14 of 20
7/17/2025
none
14.3%
New
GUILLEN-MACIAS ADU
Wall
Wood Framed
Wall
R 15
Wood Framed
none
none
N/A
510
73
n/a
CA Climate Zone 08
R 15
Right (E)
33.8
Rear (N)
0.300
20.0
1
0.300
Small Instantaneous Gas
0.23
New
1
New
4
(N) SYSTEM Ductless / with Fan
Door
Wood Framed
Wall
R-5
Wood Framed
R 15
55
R 15
New
New
0.300
0.23
510
0
N/A
0.82
New
New
R 15
Ductless
16.0 SEER
129
New
510
Wall Wood Framed
none
none
2
none
Electric Heat Pump
Standard
Left (W)
Front (S)15.0
n/a
New
129
Perim = 103'New
New
Wall
Wood Framed
Slab
R 15
Unheated Slab-on-Grade
419 West Russell Avenue Santa Ana
160
86
N/A
New
8.50 HSPF
0.30
Split Heat Pump
User Number: 2299
none4.1
0.300
0.23
none
0.23
4
N/A
Setback
New
New
Wall
ID: 250702
- no insulation -
Opaque Door
EnergyPro 9.4 by EnergySoft
20
RESIDENTIAL MEASURES SUMMARY RMS-1
Project Name Building Type Single Family Addition Alone Date
Multi Family Existing+ Addition/Alteration
Project Address California Energy Climate Zone Total Cond. Floor Area Addition # of Units
INSULATION Area
Construction Type Cavity (ft2) Special Features Status
FENESTRATION Total Area: Glazing Percentage: New/Altered Average U-Factor:
Orientation Area(ft2) U-Fac SHGC Overhang Sidefins Exterior Shades Status
HVAC SYSTEMS
Qty. Heating Min. Eff Cooling Min. Eff Thermostat Status
HVAC DISTRIBUTION Duct
Location Heating Cooling Duct Location R-Value Status
WATER HEATING
Qty. Type Gallons Min. Eff Distribution Status
Page 15 of 20
7/17/2025
14.3%
GUILLEN-MACIAS ADU
510
73
CA Climate Zone 08
New
1
4
Wood Framed Rafter
510
R 22 150
360 New
Roof
Roof Wood Framed Attic
419 West Russell Avenue Santa Ana
0.30
User Number: 2299
4
ID: 250702
R 30
EnergyPro 9.4 by EnergySoft
2022 Single-Family Residential Mandatory Requirements Summary
5/6/22
NOTE: Single-family residential buildings subject to the Energy Codes must comply with all applicable mandatory measures, regardless of the compliance approach
used. Review the respective section for more information.
(04/2022)
Building Envelope:
§ 110.6(a)1: Air Leakage.
Labeling.
§ 110.6(b): Field fabricated exterior doors and fenestration *
§ 110.7: Air Leakage.
§ 110.8(a): Insulation Certification by Manufacturers.
Insulation Requirements for Heated Slab Floors. Heated slab floors must be insulated per the requirements of § 110.8(g).
§ 110.8(i): Roofing Products Solar Reflectance and Thermal Emittance. roofing material must meet the requirements of § 110.8(i) and be labeled per §10-113 when the installation of a cool roof is specified
§ 110.8(j): Radiant Barrier.
§ 150.0(a):
Roof Deck, Ceiling and Rafter Roof Insulation. average U-factor not exceeding U-0.184. Ceiling and rafter roofs minimum R-22 insulation in wood-frame ceiling; or area-weighted average U-factor must not exceed 0.043. Rafter roof alterations minimum R-19 or area-weighted average U-factor of 0.054 or less. Attic access doors must have permanently attached insulation using adhesive or mechanical fasteners. The attic access must be gasketed to prevent air leakage. Insulation must be installed in direct contact with a roof or ceiling which is sealed to limit infiltration and exfiltration *
Loose-fill Insulation. Loose fill insulation must meet the manufacturer’s required density for the labeled R-value.
§ 150.0(c):
Wall Insulation.
framing or have a U-factor of 0.071 or less. Opaque non-framed assemblies must have an overall assembly U-
*
§ 150.0(d): Raised-floor Insulation. *
§ 150.0(f):
Slab Edge Insulation.
without facings, no greater than 0.3 percent; have a water vapor permeance no greater than 2.0 perm per inch; be protected from
§ 150.0(g)1: Vapor Retarder. vapor retarder. This requirement also applies to controlled ventilation crawl space for buildings complying with the exception to
§ 150.0(g)2: Vapor Retarder.
§ 150.0(q): Fenestration Products. *
Fireplaces, Decorative Gas Appliances, and Gas Log:
§ 110.5(e) Continuously burning pilot lights are not allowed for indoor and outdoor fireplaces.
§ 150.0(e)1: Masonry or factory-built fireplaces must have a closable metal or glass door covering the entire opening of the firebox.
§ 150.0(e)2: Combustion Intake. *
§ 150.0(e)3: Flue Damper.
Space Conditioning, Water Heating, and Plumbing System:
§ 110.0-§ 110.3: Certification. *
HVAC Efficiency.
§ 110.2(b):
Controls for Heat Pumps with Supplementary Electric Resistance Heaters. heaters must have controls that prevent supplementary heater operation when the heating load can be met by the heat pump alone; and in which the cut-on temperature for compression heating is higher than the cut-on temperature for supplementary heating, and *
§ 110.2(c): Thermostats.
*
Insulation. surface heat loss rating.
§ 110.3(c)6: Isolation Valves.
2022 Single-Family Residential Mandatory Requirements Summary
5/6/22
§ 110.5: Pilot Lights.
(except appliances without an electrical supply voltage connection with pilot lights that consume less than 150 Btu per hour ); and pool
*
§ 150.0(h)1:
Building Cooling and Heating Loads.
Equipment Volume, Applications Volume, and Fundamentals Volume; the SMACNA Residential Comfort System Installation
Clearances.
§ 150.0(h)3B: Liquid Line Drier.
Water Piping, Solar Water-heating System Piping, and Space Conditioning System Line Insulation.
§ 150.0(j)2:
Insulation Protection.
maintenance, and wind as required by §120.3(b). Insulation exposed to weather must be water retardant and protected from UV light (no
adhesive tapes). Insulation covering chilled water piping and refrigerant suction piping located outside the conditioned space must
include, or be protected by, a Class I or Class II vapor retarder. Pipe insulation buried below grade must be installed in a waterproof and
§ 150.0(n)1:
Gas or Propane Water Heating Systems.
designate a space at least 2.5’ x 2.5’ x 7’ suitable for the future installation of a heat pump water heater, and meet electrical and
plumbing requirements, based on the distance between this designated space and the water heater location; and a condensate drain no
§ 150.0(n)3:
Solar Water-heating Systems.
Certification Corporation (SRCC), the International Association of Plumbing and Mechanical Officials, Research and Testing (IAPMO
R&T), or by a listing agency that is approved by the executive director.
Ducts and Fans:
§ 110.8(d)3:
Ducts.
contractor installs the insulation, the contractor must certify to the customer, in writing, that the insulation meets this requirement.
§ 150.0(m)1:
CMC Compliance.
Duct Construction Standards Metal and Flexible 3rd Edition. Portions of supply-air and return-air ducts and plenums must be insulated to
R-6.0 or higher; ducts located entirely in conditioned space as confirmed through field verification and diagnostic testing (RA3.1.4.3.8)
do not require insulation. Connections of metal ducts and inner core of flexible ducts must be mechanically fastened. Openings must be
sealed with mastic, tape, or other duct-closure system that meets the applicable UL requirements, or aerosol sealant that meets UL 723.
The combination of mastic and either mesh or tape must be used to seal openings greater than ¼”, If mastic or tape is used. Building
cavities, air handler support platforms, and plenums designed or constructed with materials other than sealed sheet metal, duct board or
flexible duct must not be used to convey conditioned air. Building cavities and support platforms may contain ducts; ducts installed in
. *
§ 150.0(m)2:
Factory-Fabricated Duct Systems.
connections, and closures; joints and seams of duct systems and their components must not be sealed with cloth back rubber adhesive
§ 150.0(m)3: Field-Fabricated Duct Systems.
mastics, sealants, and other requirements specified for duct construction.
§ 150.0(m)7: Backdraft Damper.
§ 150.0(m)8: Gravity Ventilation Dampers.
§ 150.0(m)9:
Protection of Insulation.
Insulation exposed to weather must be suitable for outdoor service (e.g., protected by aluminum, sheet metal, painted canvas, or plastic
Porous Inner Core Flex Duct.
§ 150.0(m)11:
Duct System Sealing and Leakage Test.
occupiable space, the ducts must be sealed and duct leakage tested, as confirmed through field verification and diagnostic testing, in
accordance with Reference Residential Appendix RA3.1.
§ 150.0(m)12:
Air Filtration.
or equivalent filters. Filters for space conditioning systems must have a two inch depth or can be one inch if sized per Equation 150.0-A.
Clean-filter pressure drop and labeling must meet the requirements in §150.0(m)12. Filters must be accessible for regular service. Filter
racks or grilles must use gaskets, sealing, or other means to close gaps around the inserted filters to and prevents air from bypassing the
2022 Single-Family Residential Mandatory Requirements Summary
5/6/22
§ 150.0(m)13:
Space Conditioning System Airflow Rate and Fan Efficacy.
a hole for the placement of a static pressure probe, or a permanently installed static pressure probe in the supply plenum. Airflow must
be ≥ 350 CFM per ton of nominal cooling capacity, and an air-handling unit fan efficacy ≤ 0.45 watts per CFM for gas furnace air
handlers and ≤ 0.58 watts per CFM for all others. Small duct high velocity systems must provide an airflow ≥ 250 CFM per ton of nominal
cooling capacity, and an air-handling unit fan efficacy ≤ 0.62 watts per CFM. Field verification testing is required in accordance with
Reference Residential Appendix RA3.3. *
Ventilation and Indoor Air Quality:
§ 150.0(o)1: Requirements for Ventilation and Indoor Air Quality
Ventilation and Acceptable Indoor Air Quality in Residential Buildings subject to the amendments specified in § 150.0(o)1. *
§ 150.0(o)1B: Central Fan Integrated (CFI) Ventilation Systems.
dwelling unit ventilation airflow required per §150.0(o)1C. A motorized damper(s) must be installed on the ventilation duct(s) that
prevents all airflow through the space conditioning duct system when the damper(s) is closed andcontrolled per §150.0(o)1Biii&iv. CFI
ventilation systems must have controls that track outdoor air ventilation run time, and either open or close the motorized damper(s) for
§ 150.0(o)1C:
Whole-Dwelling Unit Mechanical Ventilation for Single-Family Detached and townhouses .
and attached dwelling units not sharing ceilings or floors with other dwelling units, occupiable spaces, public garages, or commercial
spaces must have mechanical ventilation airflow specified in § 150.0(o)1Ci-iii.
Local Mechanical Exhaust.
controlled exhaust system meeting requirements of §150.0(o)1Giii,enclosed kitchens and bathrooms can use demand-controlled or
continuous exhaust meeting §150.0(o)1Giii-iv. Airflow must be measured by the installer per §150.0(o)1Gv, and rated for sound per
Airflow Measurement and Sound Ratings of Whole-Dwelling Unit Ventilation Systems.
be measured by using a flow hood, flow grid, or other airflow measuring device at the fan’s inlet or outlet terminals/grilles per Reference
Residential Appendix RA3.7. Whole-Dwelling unit ventilation systems must be rated for sound per ASHRAE 62.2 §7.2 at no less than the
§ 150.0(o)2: Field Verification and Diagnostic Testing.
and HRV and ERV fan efficacy must be verified in accordance with Reference Residential Appendix RA3.7. Vented range hoods
must be verified per Reference Residential Appendix RA3.7.4.3 to confirm if it is rated by HVI or AHAM to comply with the airflow
Pool and Spa Systems and Equipment:
§ 110.4(a):
Certification by Manufacturers. with the Appliance Efficiency Regulations and listing in MAEDbS; an on-off switch mounted outside of the heater that allows shutting off the heater without adjusting the thermostat setting; a permanent weatherproof plate or card with operating instructions; and must not
§ 110.4(b)1: Piping.
Covers.
§ 110.4(b)3: Directional Inlets and Time Switches for Pools.
Pilot Light.
§ 150.0(p): Pool Systems and Equipment Installation. *
Lighting:
§ 110.9:
Lighting Controls and Components.
*
§ 150.0(k)1A: Luminaire Efficacy.
range hoods, bath vanity mirrors, and garage door openers; navigation lighting less than 5 watts; and lighting internal to drawers, cabinets, and linen
Screw based luminaires.
§ 150.0(k)1C: Recessed Downlight Luminaires in Ceilings.
§ 150.0(k)1D: Light Sources in Enclosed or Recessed Luminaires.
§ 150.0(k)1E: Blank Electrical Boxes. luminaire or other device shall be no more than the number of bedrooms. These boxes must be served by a dimmer, vacancy sensor
§ 150.0(k)1F: Lighting Integral to Exhaust Fans. *
2022 Single-Family Residential Mandatory Requirements Summary
5/6/22
Screw based luminaires.
§ 150.0(k)1H:
Light Sources in Enclosed or Recessed Luminaires.
elevated temperature requirements, including marking requirements, must not be installed in enclosed or recessed luminaires.
§ 150.0(k)1I: Light Sources in Drawers, Cabinets, and Linen Closets. Light sources internal to drawers, cabinetry or linen closets are not required
to comply with Table 150.0-A or be controlled by vacancy sensors provided that they are rated to consume no more than 5 watts of
power, emit no more than 150 lumens, and are equipped with controls that automatically turn the lighting off when the drawer, cabinet or
Interior Switches and Controls. All forward phase cut dimmers used with LED light sources must comply with NEMA SSL 7A.
§ 150.0(k)2B: Interior Switches and Controls. *
§ 150.0(k)2A: Accessible Controls.
§ 150.0(k)2B: Multiple Controls.
Mandatory Requirements.
§ 150.0(k)2D:
Energy Management Control Systems.
occupancy, and control requirements if it provides the functionality of the specified control per § 110.9 and the physical controls specified
§ 150.0(k)2E:
Automatic Shutoff Controls.
must be controlled by an occupancy or vacancy sensor providing automatic-off functionality. Lighting inside drawers and cabinets with
§ 150.0(k)2F: Dimmers. mounted dimming controls that allow the lighting to be manually adjusted up and down. Forward phase cut dimmers controlling LED light
§ 150.0(k)2K: Independent controls.
§ 150.0(k)3A:
Residential Outdoor Lighting.
other buildings on the same lot, must have a manual on/off switch and either a photocell and motion sensor or automatic time switch
control) or an astronomical time clock. An energy management control system
§ 150.0(k)4: Internally illuminated address signs.
§ 150.0(k)5: Residential Garages for Eight or More Vehicles.
Solar Readiness:
§ 110.10(a)1:
Single-family Residences.
application for a tentative subdivision map for the residences has been deemed complete and approved by the enforcement agency,
§110.10(b)1A:
Minimum Solar Zone Area.
access, pathway, smoke ventilation, and spacing requirements as specified in Title 24, Part 9 or other parts of Title 24 or in any
requirements adopted by a local jurisdiction. The solar zone total area must be comprised of areas that have no dimension less than 5
feet and are no less than 80 square feet each for buildings with roof areas less than or equal to 10,000 square feet or no less than 160
square feet each for buildings with roof areas greater than 10,000 square feet. For single-family residences, the solar zone must be
located on the roof or overhang of the building and have a total area no less than 250 square feet. *
§ 110.10(b)2: Azimuth.
§ 110.10(b)3A: Shading. *
§ 110.10(b)3B:
Shading. horizontal distance of the height difference between the highest point of the obstruction and the horizontal projection of the nearest point of the
*
§ 110.10(b)4: Structural Design Loads on Construction Documents.
§ 110.10(c):
Interconnection Pathways.
pathway reserved for routing of conduit from the solar zone to the point of interconnection with the electrical service; and for single-family
§ 110.10(d): Documentation. provided to the occupant.
Main Electrical Service Panel.
§ 110.10(e)2: Main Electrical Service Panel.
circuit breaker for a future solar electric installation. The reserved space must be permanently marked as “For Future Solar Electric.”
Electric and Energy Storage Ready:
2022 Single-Family Residential Mandatory Requirements Summary
5/6/22
§ 150.0(s) Energy Storage System (ESS) Ready.
equipment with backed up capacity of 60 amps or more and four or more ESS supplied branch circuits, or a dedicated raceway from the
main service to a subpanel that supplies the branch circuits in § 150.0(s); at least four branch circuits must be identified and have their
source collocated at a single panelboard suitable to be supplied by the ESS, with one circuit supplying the refrigerator, one lighting circuit
near the primary exit, and one circuit supplying a sleeping room receptacle outlet; main panelboard must have a minimum busbar rating of
225 amps; sufficient space must be reserved to allow future installation of a system isolation equipment/transfer switch within 3’
§ 150.0(t) Heat Pump Space Heater Ready.
unobstructed 240V branch circuit wiring installed within 3’ of the furnace with circuit conductors rated at least 30 amps with the blank cover
identified as “240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker
§ 150.0(u) Electric Cooktop Ready.
240V branch circuit wiring installed within 3’ of the cooktop with circuit conductors rated at least 50 amps with the blank cover identified as
“240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole circuit breaker permanently
§ 150.0(v) Electric Clothes Dryer Ready.
dedicated unobstructed 240V branch circuit wiring installed within 3’ of the dryer location with circuit conductors rated at least 30 amps
the blank cover identified as “240V ready;” and a reserved main electrical service panel space to allow for the installation of a double pole
*Exceptions may apply.
ORANGE COUNTY FIRE Al
Plan Submittal Criteria Form
Required for Single Family or Duplex Residences
(Use Commercial form for lots with 3+ dwelling units or new residential tracts)
Complete the Project Information and Questionnaire below, then sign and date the App
Project Information
❑ New Single Family Residence/Duplex ❑ Addition/Remodel ADU
CITY OF SANTA ANA
Planning and Building Agency
ve
F R P R IT ISS ANC
Date:
Address: Unit #: City or Unincorporated County Area: ZIP:
Scope of Work:
CJ �' / A-ai�
Existing Area to Total Resulting Stories: �(excluding
ea Added in Past 2 Years
Area: � � be Added: [ � � Area: �`this project):
Yes No
Questionnaire
OCFA Plan Type if "Yes"
1.El
New — Is this a new single family residence or duplex?
*(PR160) Residential Site
with Water Availability
PR400.402 Fire Sprinkler
2.
El
N
ADU — Is this a new Accessory Dwelling Unit (ADU) on the same property as a house that already has
(PR400.402) Fire Sprinkler
fire sprinklers or a house that will have fire sprinklers added as part of this project?
3.
®
Addition — Is this (A) an addition to a currently sprinklered building, or (B) an addition requiring a fire
(PR400-402) Fire Sprinkler
sprinkler retrofit based on a threshold set by local ordinance?
4.
❑
Distance — Is the most remote portion of the addition, ADU or other detached structure greater than
*(PR160) Residential Site
140-feet from the fire access roadway?
5.
❑
Total Area — Will the addition result in a total area of greater than 3,600 square feet ($f) for non-
*(PR160) Residential Site
sprinklered buildings, or greater than 6,200 sf for sprinklered buildings, including the area of all
with Water Availability
enclosed spaces, such as garages, stairs, and detached structures separated by less than 10-feet?
6.
®
Remodel — Is this a remodel of a sprinklered building with a scope of work that includes adding or
(PR400.402) Fire Sprinkler
removing any interior walls? Note: If "Yes", then project must be evaluated by a C-16 licensed
contractor to determine if a firesprinkler modification is needed.
7.
Detached Structure — Is this a new detached utility or accessory structure (not an ADU), such as a
*(PR160) Residential Site
garage, workshop, game room, pool house, barn, etc., requiring fire sprinklers based on a threshold
(PR400.402) Fire Sprinkler
set by local ordinance?
8.
❑
Gate — Is a gate being installed across a driveway or road that is designated as a fire department
(PR180) Gate
access roadway, or a driveway or road that serves more than a single home/duplex?
9.
Methane — Is project located in or less than 1 00'from a "Division of Oil, Gas, and Geothermal
*(PR160) Residential Site
Resources" (DOGGR) field boundary or well (active or abandoned), less than 300-feet from an oil/gas
*(PR172-174) Methane
seep, or less than 1000-feet from a landfill? (Note: For projects in Yorba Linda, this requirement only
Test/Mitigation Plans
applies to new homes, enclosed accessory structures, addition to existing structure greater than 1000
sf, and ADU's).
10.
Vegetation — Is the property/structure (A) on the perimeter of a community containing, or adjacent to
*(PR125) Fuel Modirication
slopes or hills, or (B) adjacent to an open space or wildland area containing non -irrigated vegetation,
(PR182) Accessory
or (C) in a State Responsibility Area or Local Responsibility Area "Fire Hazard Severity Zone", as
Structure
defined by the State, or D near an area that could be affected by a wildfire in the open space.
*OCFA approval required before issuance of a grading/building permit. All other plans types may be deferred submittals.
Applicant Certification
I certify, under penalty of perjury, under the laws of the State of California, that the information above is true:
Print Name: 6 U► IZ i a 5 Signature: Date:
Phone Number: /'r f 7 r`l 3�� Email:�vt�ic i 3r:G�. a 9
Attention Building Department Staff — After you've verified all questions were answered accurately as "No", then you may accept this signed form as a
written release that an OCFA review is not required. If any questions were answered as "Yes", then the plan type on the right side may be required.
If all answers are "No" and the Building Department still requires the applicant to have their plans reviewed by OCFA, or if any answers are "Yes"
and the Building Department prefers for OCFA to determine if a review is required, please initial this line and provide an explanation on the Plan Referral
Form (on the reverse), to be submitted along with the appropriate plans to OCFA for a determination.
For questions and submittal information, please visit ocfa.org, or call OCFA at (714) 573-6100
CITY OF SANTA ANA
Planning and Building Agency
SHUCRI YAGHI CONSULTING ENGINEERS, INC.
Residential & Commercial. License No. C43205
112 E. Chapman Ave, Suite D, Orange, CA 92866 TEL: 714/997-9120 yaghi-ei
STRUCTURAL CALCULATIONS
DESIGNED BY:
PC-h
JOB NUMBER: Z S 2
DATE: 7/ 11 2,5
PROJECT: Cj' :mod 14 2 IA �' VT
w 0 s'f �-t_ SA rye ,e k.-A
CLIENT: All 9—)^14'sN00 q uTt-" r
Approved
EERMIT ISSUANCE
Master ID:
Date:
BUILDING CODE: INTERNATIONAL BUILDING CODE 2021 EDITION AND CALIFORNIA
BUILDING CODE 2022 EDITION, L.A.C. CODE 2023
MATERIALS: Except as otherwise specified herein:
Concrete
TYPE "II" 2,500 PSI at 28 days.
Concrete Block
Grade N. Light Weight Units, ASTM C-90
Brick Masonry
Grade MW, 2,500 PSI Units, ASTM -62
Reinforced Steel
20,000 PSI (ASTM A615, Grade 40)
Structural Steel
24,000 PSI (Compact) (ASTM A572 Grade 50)
Structural Pipe
22,000 PSI (ASTM A-36)
Plywood Sheathing
D.F.P.A., Structural II, INTR., P.S.1-95
Glu-Laminated Beams
2,400 PSI (D.F.- Larch Comb."A" or Comb.
24F)
Lumber
Grade Marked D.F.-Larch, W.C.L.B.
Grading Rule 16.
Soils Bearing Pressure
1600 PSF min. unless specified in soils report.
(Including Charts & Tables from):
Lumber & Timber Wood Structural Design Data (Volumel )
National Lumber Manufacturers Association
Steel
Manual of Steel Construction, AISC
Concrete
Reinforced Concrete Design Handbook,
ACI: Ultimate Strength Design Handbook, ACI
Concrete Block &
Masonry Design Manual, by Masonry
Brick Masonry
Industry
ROOF LOADS :
SEISMIC LOADS:
Vs
SDS =
ROOF
SHEETING
CEILING
FRAMING
MISC.
TOTAL DL
TOTAL LL
TOTAL LOAD
CITY OF SANTA ANA
Planning and B U g Agency
U
Approved
FOR PERMIT ISSUANCE
0 PSF
Master ID:
@: PSF
= 4.0
PSF
= 2.0
PSF
= 14.0
PSF
= 20.0
PSF
34.0
PSF
Wd
I = 1.0
VS �0.169 Wd
Announcement
A,'�'CE 7-22 is noes availabi_-=.
CITY OF SANTA ANA
Planning and B)offSpg Agency
A ..� . .....J
NCE
419 W Russell Ave, Santa Ana, CA 92707, USA
Latitude, Longitude: 33.7328876,-117.8717991
. fl et
W McFadden Ave
(n
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co
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W Russell Ave
W Russell Ave
Date:`
W McFadden Ave N:cF'1,,, �4 C.
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W Russell Ave
Map data ==`2G25
Date 7l712025, 1:15:21 PM
Design Code Reference Document ASCE7-22
Risk Category II
Site Class Default
Type Value Description (Data)
SS 1.47 The MCER spectral response. acceleration at 0.2 seconds for Site Class BC, in units of g.
SI 0.51 The MCER spectral response acceleration at 1 second for Site Class BC, in units of g.
SMS 1.74 SMS = 1.5 x SDS, the Risk -Targeted Maximum Considered Earthquake (MCER) spectral response acceleration for short periods (of the two -period
spectrum) and the user -specified Site Class.
SMi 1.19 SMI = 1.5 x SDI, the MCER spectral response acceleration for 1 second (of the two -period spectrum) and the user -specified Site Class.
SDS 1.16 The design spectral response acceleration for short periods (of the two -period spectrum) and the user -specified Site Class, in units of g.
SDI 0.8 The design spectral response acceleration for I second (of the two -period spectrum) and the user -specified Site Class, in units of g
.._...............................................:..............
Type Value Description (Data Contd.)
SDC D Seismic design category
PGA 0.66 PGAM, the Geometric -Mean Maximum Considered Earthquake (MCER) peak ground acceleration for the user -specified Site Class, in units of g
TS 0.685 TS = SDI/SDS, in seconds, for construction of the two -period design spectrum
To 0.137 To = 0.2 x TS, in seconds, for construction of the two -period design response spectrum
TL 8 TL, the long -period transition period, in seconds, for construction of the two -period design response spectrum
fit
-ITY OF SANTA ANA
Planning and BuildMg Agency
Approved
PERMIT ISSUANCE
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Project Title:
Engineer:
Project ID:
Project Descr:
a'QQf GOIUtYt11---- - - - -- - - - Project Fite: ARMANDO GUILLEN-419
LIC# : KW-06018037, Build:20.23.08.30 CHUCK YAGHI & ASSOCIATES
DESCRIPTION: 4x4 POST
Code References
Calculations per NDS 2018, IBC 2021, ASCE 7-16
Load Combinations Used : IBC 2021
General Information
CITY OF SANTA ANA
Planning and Building Agency
-Appr ' d
fOR PERMIT ISSUANCE
RUSSELL, SANTA ANA.ec6
(C)iENERCALC INC 1983-2023
Master ID:
Date:
Analysis Method Allowable Stress Design
Wood Section Name 4x4
End Fixities Top & Bottom Pinned
Wood Grading/Manuf. Graded Lumber
Overall Column Height
12.33 ft
Wood Member Type Sawn
Exact Width 3.50 in Allow Stress Modification Factors
Wood Species Douglas Fir -Larch
Exact Depth
p 3.50 In
Cf or Cv for Bending
1.50
Wood Grade No.2
Area 12.250 inA2
Cf or Cv for Compressio
1.150
Fb + 900.0 psi Fv
180.0 psi
Ix 12.505 inA4
Cf or Cv for Tension
1.50
Fb - 900.0 psi Ft
575.0 psi
I y 12.505 in 4
Cm: Wet Use Factor
1.0
Fc - Prll 1,350.0 psi Density
31.210 pcf
Ct :Temperature Fact
1.0
=c - Perp 625.0 psi
Cfu : Flat Use Factor
1.0
E - Modulus of Elasticity ... x-x Bending y-y Bending Axial
Kf :Built-up columns
1.0
Basic 1,600.0
1,600.0 1,600.0 ksi
Use Cr: Repetitive ?
No
Minimum 580.0
580.0 Column Buckling Condition:
Fully braced against buckling
ABOUT X-X Axis
Fully braced against buckling
ABOUT Y-Y Axis
Applied Loads
__-Service loads entered. Load Factors will be applied for calculations.
Column self weight included : 32.736 Ibs *
Dead Load Factor
AXIAL LOADS ...
Axial Load at 12.330 ft, D = 0.7090, Lr = 1.013 k
BENDING LOADS ...
Lat. Uniform Load creating My-y, W = 0.01650, E = 0.00270 k/ft
DESIGN SUMMARY
.ending & Shear Check Results
PASS Max. Axial+Bending Stress Ratio =
0.1469 : 1
Maximum SERVICE Lateral Load Reactions . .
Load Combination
+D+0.60W
Top along Y-Y 0.0 k
Bottom along Y-Y
0.0 k
Governing NDS Forumla Comp + Myy, NDS Eq. 3.9-3
Top along X-k 0.1017 k
Bottom along X-X 0.1017 k
Location of max.above base
6.124 ft
Maximum SERVICE Load Lateral Deflections ...
At maximum location values are .
Along Y-Y 0.0 in at
0.0 ft above base
Applied Axial
0.7417 k
for load combination : n/a
Applied Mx
0.0 k-ft
Applied My
0.1881 k-ft
Along X-X 0.4335 in at
6.206 ft above base
Fc : Allowable
2,484.0 psi
for load combination : W Only
Other Factors used to calculate allowable stresses ...
PASS Maximum Shear Stress Ratio =
0.02595: 1
Bending Co_mpressi-n
Tension
Load Combination
+D+0.60W
Location of max.above base
0.0 ft
Applied Design Shear
11.210 psi
Allowable Shear
288.0 psi
Load Combination Results
Maximum Axial + Bending Stress Ratios
Maximum Shear Ratios
Load Combination D
C P Stress Ratio Status Location
Stress Ratio Status Location
_C
D Only 0.900
1.000
0.04334 PASS O.Oft
0.0 PASS
12.330 ft
+D+Lr 1.250
1.000
0.07381 PASS O.Oft
0.0 PASS
12.330 ft
+D+0.750Lr 1.250
1.000
0.06316 PASS 0.0 ft
0.0 PASS
12.330 ft
+D+0.60W 1.600
1.000
0.1469 PASS 6.124It
0.02595 PASS
0.0 ft
+D+0.70E 1.600
1.000
0.02852 PASS 6.124ft
0.004954 PASS
0.0 ft
+D+0.750Lr+0.45OW 1.600
1.000
0.1121 PASS 6.124ft
0.01946 PASS
0.0 ft
+D+0.450W 1.600
1.000
0.1103 PASS 6.124ft
0.01946 PASS
0.0 ft
+D+0.5250E 1.600
1.000
0.02438 PASS O.Oft
0.003716 PASS
0.0 ft
+0.60D+0.60W 1.600
1.000
0.1465 PASS 6.124ft
0.02595 PASS
0.0 ft
Project Title:
Engineer:
Project ID:
Project Descr:
`T RR Project File: ARMANDO GUILLEN-419
,v,400d Column _
�LiC . KW-06018037, Build:20.23.08.30 CHUCK YAGHI & ASSOCIATES
DESCRIPTION: 4x4 POST
Load Combination Results
Load Combination CID C P
+0.60D+0.70E 1,600 1.000
Maximum Reactions _
X-X Axis Reaction k
Maximum Axial + Bending Stress Ratios
Stress Ratio Status Location Stress Ratio Status Location
0.02814 PASS 6.124 ft 0.004954 PASS 0.0 ft
Note: Only non -zero reactions are listed.
CITY OF SANTA ANA
Planning and Building Agency
Appr d
-t`OR PERM4-4-SSUANCE
IJSSELL, SANTA ANA.ec6
Master ID:
Date:
Y-Y Axis Reaction Axial Reaction
Load Combination
@ Base
@ Top @ Base @ Top
@ Base
D Only
0.742
+D+Lr
1.755
+D+0.750Lr
1.501
+D+0.60W
0.061
0.061
0.742
+D+0.70E
0.012
0.012
0.742
+D+0.750Lr+0.45OW
0.046
0.046
1.501
+D+0.450W
0.046
0.046
0.742
+D+0.5250E
0.009
0.009
0.742
+0.60D+0.60W
0.061
0.061
0.445
+0.60D+0.70E
0.012
0.012
0.445
: r Only
1.013
li Only
0.102 0.102
E Only
0.017 0.017
Maximum Deflections for
Load Combinations
Load Combination
Max. X-X Deflection Distance
D Cnly
0.0000 in
0.000ft
+D+Lr
0.0000 in
0.000ft
+D+0.750Lr
0.0000 in
0.000ft
+D+0.60W
0.2601 in
6.206ft
+D+0.70E
0.0497 in
6.206ft
+D+0.750Lr+0.45OW
0.1951 in
6.206ft
+D+0.450W
0.1951 in
6.206ft
+D+0.5250E
0.0372 in
6.206ft
+0.60D+0.60W
0.2601 in
6.206ft
+0.60D+0.70E
0.0497 in
6.206ft
I.r Only
0.0000 in
0.000ft
t%- Only
0.4335 in
6.206ft
E Only
0.0709 in
6.206ft
My - End Moments k-ft Mx - End Moments
@ Base @ Top @ Base @ Top
Max. Y-Y Deflection
Distance
0.000 in
0.000ft
0.000 in
0.000ft
0.000 in
0.000ft
0.000 in
0.000ft
0.000 in
0.000ft
0.000 in
0.000ft
0.000 in
0.000ft
0.000 in
0.000ft
0.000 in
0.000ft
0.000 in
0.000ft
0.000 in
0.000ft
0.000 in
0.000ft
0.000 in
0.000ft
CITY OF SANTA ANA
Project Title: Planning and Building Agency
Engineer: 9 9 9 y
Project ID:
Project Descr: jj nn
Appr �i'e
— - -FAOR PERMIT UANCE
Wood Column Project File: ARMANDO GUILLEN-419 {s RUSSELL, SANTA ANA.ec6
LIC# : KW-06018037, Build:20-23.08.30 CHUCK YAGHI & ASSOCIATES ENERCALC INC 1983-2023
DESCRIPTION: 44 POST A t1er ID:
Sketches Date:
I
+X
Load 1
LO --_
I � r
A A
3.50 in
0MR -
Project Title:
Engineer:
Project ID:
Project Descr:
',�f?f� Column File: ARMANDO GUILLEN-419
LIC# : KW-06018037, Build:20.23.08.30 CHUCK YAGHI & ASSOCIATES
DESCRIPTION: FULL HT STUDS
Code References
Calculations per NDS 2018, IBC 2021, ASCE 7-16
Load Combinations Used : IBC 2021
General Information
Analysis Method Allowable Stress Design
End Fixities Top & Bottom Pinned
Overall Column Height
12.33 ft
Wood Species Douglas Fir -Larch
Wood Grade No.2
Fb + 900.0 psi Fv
180.0 psi
Fb - 900.0 psi Ft
575.0 psi
Fc - Prll 1,350.0 psi Density
31.210 pcf
-;. - Perp 625.0 psi
E . Modulus of Elasticity ... x-x Bending
y-y Bending
Basic 1,600.0
1,600.0
Minimum 580.0
580.0
CITY OF SANTA ANA
Planning and Building Agency
/f I'
App 1� d
-MR -P€RMITTSSUANCE
RUSSELL. SANTA ANA.ec6
(} ENERCAUC INC lb'3-2023
Master ID:
Date:
Wood Section Name
2x4
Wood Grading/Manuf.
Graded Lumber
Wood Member Type
Sawn
Exact Width
1.50 in Allow Stress Modification Factors
Exact Depth
3.50 in Cf or Cv for Bending
1.50
Area
5.250 inA2 Cf or Cv for Comoressio
1.150
Ix
5.359 inA4 Cf or Cv for Tension
1.50
ly
0.9844 inA4 Cm : Wet Use Factor
1.0
Ct : Temperature Faci
1.0
Cfu : Flat Use Factor
1.0
Axial
Kf : Built-up columns
1.0
1,600.0 ksi
Use Cr: Repetitive ?
No
Column Buckling Condition:
Fully braced against
buckling ABOUT X-X Axis
Fully braced against
buckling ABOUT Y-Y Axis
Applied Loads
Column self weight included : 14.030 Ibs " Dead Load Factor
BENDING LOADS ...
Lat. Uniform Load creating My-y, W = 0.01650, E = 0.00270 k/ft
DESIGN SUMMARY
Bending & Shear Check Results
PASS Max. Axial+gentling Stress Ratio =
0.7963 : 1
Load Combination
+D+0.60W
Governing NDS Forumla Comp + Myy, NDS Eq. 3.9-3
Location of max.above base
6A24 ft
At maximum location values are.
Applied Axial
0.01403 k
Applied Mx
0.0 k-ft
Applied My
0.1881 k-ft
Fc : Allowable
2,484.0 psi
PASS Maximum Shear Stress Ratio =
0.06055: 1
Load Combination
+D+0.60W
Location of max.above base
0.0 ft
Applied Design Shear
26.157 psi
Allowable Shear
288.0 psi
Load Combination Results
Load Combination
D Only
+D+0.60W
+D+0.70E
+D+0.450W
+D+0.5250E
+0.60D+0.60W
+0.60D+0.70E
Service loads entered. Load Factors will be applied for calculations.
Maximum SERVICE Lateral Load Reactions . .
Top along Y-Y 0.0 k Bottom along Y-Y 0.0 k
Top along X-X 0.1017 k Bottom along X-X 0.1017 k
Maximum SERVICE Load Lateral Deflections ..
Along Y-Y 0.0 in at 0.0 ft above base
for load combination : n/a
Along X-X 5.507 in at 6.206 ft above base
for load combination : W Only
Other Factors used to calculate allowable stresses ...
Bending Compression Tension
Maximum Axial + Bending
Stress Ratios
C D
C P
Stress Ratio
Status
Location
0.900
1.000
0.001913
PASS
0.0 ft
1.600
1.000
0.7963
PASS
6.124 ft
1.600
1.000
0.1520
PASS
6.124 ft
1.600
1.000
0.5972
PASS
6.124 ft
1.600
1.000
0.1140
PASS
6.124 ft
1.600
1.000
0.7963
PASS
6.124 ft
1.600
1.000
0.1520
PASS
6.124 ft
Maximum_ Shear _Ratios
Stress Ratio
Status
Location
0.0
PASS
12.330 ft
0.06055
PASS
0.0 ft
0.01156
PASS
0.0 ft
0.04541
PASS
0.0 ft
0.008670
PASS
0.0 ft
0.06055
PASS
0.0 ft
0,01156
PASS
0.0 ft
Project Title:
Engineer:
Project ID:
Project Descr:
Wood Column - - -- Project File- ARMANDO GUILLEN-419 W1I
LIC# : mv-06D18037, Build:20.23.08.30
CHUCK YAGHI & ASSOCIATES
DESCRIPTION: FULL HT STUDS
Maximum Reactions
Note: Onl•
X-X Axis Reaction
k Y-Y Axis Reaction
Axial Reaction
My - End Mon r
Load Combination
@ Base @ Top
@ Base @ Top
@ Base
@ Base c
D Only
0.014
+D+0.60W
0.061 0.061
0.014
+D+0.70E
0.012 0.012
0.014
+D+0.450W
0.046 0.046
0.014
+D+0.5250E
0.009 0.009
0.014
+0.60D+0.60W
0.061 0.061
0.008
+0.60D+0.70E
0.012 0.012
0.008
'111Only
0.102 0.102
only
0.017 0.017
Maximum Deflections for Load Combinations
Load Combination
Max. X-X Deflection Distance
_
Max. Y-Y Deflection Distance
D Only
0.0000 in
0.000ft
0.000 in
0.000ft
+J+0.60W
3.3040 in
6.206ft
0.000 in
0.000ft
+D+0.70E
0.6308 in
6.206ft
0.000 in
0.000ft
+D+0.450W
2.4780in
6.206ft
0.000 in
0.000ft
tD+0.5250E
0.4731 in
6.206ft
0.000 in
0.000ft
+0.60D+0.60W
3.3040 in
6.206ft
0.000 in
0.000ft
+0.60D+0.70E
0.6308 in
6.206ft
0.000 in
0.000ft
W Only
5.5067in
6.206ft
0.000 in
0.000ft
E Only
0.9011 in
6.206ft
0.000 in
0.000ft
Sketches
' I
I +X
I
c!
o
mj I
m
l
1.50 in
CITY OF SANTA ANA
Planning and Building Agency
Z0,
Appr Ve. d
R PE�MIl ISSUANCE
ELL, 5A A A A.ec6
(c) ENERCALC INC 1983-2023
Master ID:
Pbat14-Zo reactions are listed.
ruts k-ft Mx - End Moments
Planning & Building Agency
Building and Safety Division
20 Civic Center Plaza
P.O. Box 1988 (M-19)
Santa Ana, CA 92702
(714)-647-5800
www.santa-ana.org
DETACHED ADU
GRADING PERMIT
WAIVER REQUEST
THIS WAIVER SHALL BE COMPLETED BY THE LEGAL PROPERTY OWNER(S)
A grading permit is required for all new detached buildings including new detached Accessory
Dwelling Unit (ADU) projects. Precise grading plans prepared and stamped by a registered
professional engineer shall be required to be submitted before or concurrently with the
architectural plans submittal to the Building Safety Division.
Grading Permit Waiver: Residential detached Accessory Dwelling Unit (ADU) projects with a
total building area of 1,200 sq. feet or less may be eligible for a grading permit waiver request if
all of the following conditions are met. The property owner(s) shall take full responsibility for the
site drainage by signing this waiver request agreement below. In order to qualify for the grading
permit waiver, the property owner(s) shall complete all sections, check appropriate boxes, and
sign this waiver request. A copy of this completed checklist shall be made part of the each set of
plans. If answering NO to any of the questions, a grading plan and permit shall be required.
Project Property Address:
Yes No
1. ☐ ☐
2. ☐ ☐
3. ☐ ☐ The site drainage shall be constructed such that surface water flows away from
buildings and adjoining property lines, in accordance with all applicable codes.
4. ☐ ☐ The site drainage shall be constructed such that the drainage will not adversely
affect the adjoining properties.
5. ☐ ☐ The project plans includes a site plan that shows site drainage patterns.
Grading Permit Waiver Request
I/we are requesting a waiver from the standard requirements for a precise grading plan and permit
for our ADU project to be constructed at the project address indicated above. In doing so, I/we
accept that the design of the site drainage patterns must adhere to the minimum requirements
set forth in the current building codes and the County of Orange Drainage Design Manual. By
signing this waiver request: (1) I/we certify that I/we are the legal property owner(s); (2) I/we agree
to take full liability for the site drainage; (3) I/we agree that the checked box conditions above are
true; and (4) I/we agree to defend, indemnify, and hold harmless the City of Santa Ana, its officials,
employees, and agents against any and all claims for damages and costs arising out of the site
drainage at the project property.
Owner Name(s): (Print)
Owner Signature(s):
Date: Phone Number:
Notes: 1. The building official reserves the right to require a grading permit based on site conditions.
2. This grading permit waiver request does not apply to projects in the FEMA Flood Zones.
Gloria Macias
Gloria Macias
7/14/2025
X
X
X
X
X
419 W. Russell Ave., Santa Ana, CA 92707
(714) 357-9939
Name (First, Ml, Last)
CITY OF SANTA ANA
Planning and Building A ency
Certificate of Compliance A2Dgj
Payment of School Facility Fees Apprd
Santa Ana Unified School District FOR PERMIT ISSUANC
Telephone Date
Project Address
q 19 N µRu:ss e 11 Aye
City, State, Zip Code
onfa Ana, CA 92404
Name (First, MI, Last)
Tract/Parcel Number
10 112 30 2.9
Telephone
Use of Building check) Type of Project (check)
Residential E Commercial ❑ Senior Housing ❑ New 9 Addition ❑ Alteration
Description of Project
Con"Vert Stood ciarclge A acld PSO sf ire AIDU
Number of Square Feet of
Residential Space 610
Number of Square Feet of
Commercial Space
Sq.Ft x $ 5.1
(Dev. Fee)
Sq.Ft x $
(Dev. Fee)
Total $ 2, to Z (V o10
Total $
The above representations as to square footage are true. Applicant agrees that if it is later determined that such
representations are not true, then this certificate shallautomatically terminate, and the appropriate City/County shall be
notified. Applicant is hereby noticed that any party filing a protest regarding the imposition of fees pursuant to
Government Code Section 53080 must do so within 90 days from the payment of the fee.
CLOC,let V&C'11 10;�r
Applicant Nance (Please Print) Date
Signature
This certifies that the above -named Applicant has paid school facility fees in compliance with all existing and applicable
sections of the Government Code and Education Code.
Santa AndJUnified School
Authorized Representative
1A(Z1V2S—
Date
DISTRIBUTION
White - City/County
Canary - Applicant
Pink - Facilities
Page 1 of 1
EXISTING ONE & TWO FAMILY DWELLINGS
ELECTRICAL SERVICES UNDERGROUND
EXCEPTION
CEC 2022 ELC-04
All new utility connections are required to be installed below grade by Santa Ana Municipal Code 41-
626(b). There is a standing exception for one and two family dwellings. This exception
applies only when the new electrical service is designed to be fed from below grade as well as
overhead.
This diagram is a typical unit. The utility is able to feed this cabinet from the top or the bottom without
interfering with the distribution wiring. All the circuit breakers and branch circuits are contained in the
circuit breaker side of this cabinet.
Only listed combination overhead and underground feed service boxes may be used to connect to
an overhead utility drop. This exception to an underground fed service applies only to existing single
family and two family residences.
Planning & Building Agency
Permits & Plan Check Section
20 Civic Center Plaza
P.O. Box 1988 (M-19)
Santa Ana, CA 92702
(714) 647-5800
Rigid
Conduit
Service
Entrance
Conductor
Riser
Underground
Service
Lateral
METER
Rev. 1/21/2020