HomeMy WebLinkAbout2120 W Dahl Ln - Planèè
è
è
è
è
è
è
è
è
è
è
è
è
è
è
è
è
è
è
è
èèè
EXISTING
RESIDENCE
2118 W DAHL LN.
1,100 S.F.
N.I.C.
EXISTING
GARAGE
350 S.F.
N.I.C.
EXISTING
REAR YARD
EXISTING
FRONT YARD
EXISTING
DRIVEWAY
EXIS. PORCH
24 S.F.
N.I.C.
6'-0"
6'
-
0
"
DEHL LN.℄
P.L. 48.0'
P.
L
.
9
0
.
0
'
P.L. 90
.
8
3
'
P.L
.
1
0
9
.
7
5
'
P.L
.
4
3
.
3
8
'
32'-8"
21
'
-
7
"
9'-4"
35'-
2
"
38'-
0
"
12'
-
2
"
5'-6
"
23'
-
6
"
17'-
6
"
20'-
0
"
30'
-
6
"
22'-
8
"
9'-2
"
62
'
-
5
"
5'-4
"
4'-1
0
"
57'-9"
33'-1"
47'
-
2
"
20'
-
6
"
42'
-
1
"
20'
-
5
"
PROPOSED ADU
705 S.F.
2120 W. DAHL LN.
2120 W DAHL LN. SANTA ANA, CA 92704
T1
COVER SHEET
PROPOSED 705 S.F. DETACHED ADU WITH 2 BEDROOMS, 1 BATHROOM,
KITCHEN, STACKABLE WASHER AND DRYER, AND FRONT PORCH.
PROJECT ADDRESS:
APN:
ZONING:
LOT AREA;
STORIES:
2120 W DAHL LN.
SANTA ANA, CA 92704
-
APPROX. 8,973 SF.
1-STORY
VB
GROUP 3R SINGLE
FAMILY RESIDENCE
109-444-11
PROJECT DATA
APPLICABLE CODES
PROJECT SCOPE
GENERAL NOTES
CONSTRUCTION TYPE:
OCCUPANCY:
ARCHITECTURAL ABBREVIATIONS & SYMBOLS
´
SCALE: 1/16" = 1'-0"
EXISTING DWELLING:NON SPRINKLERED
PLOT PLAN
TRUE NORTH
2022 CALIFORNIA BUILDING CODE
2022 CALIFORNIA RESIDENTIAL CODE
2022 CALIFORNIA MECHANICAL CODE
2022 CALIFORNIA ELECTRICAL CODE
2022 CALIFORNIA PLUMBING CODE
2022 CALIFORNIA ENERGY CODE
2022 CALIFORNIA HISTORICAL BUILDING CODE
2022 CALIFORNIA FIRE CODE
2022 CALIFORNIA EXISTING BUILDING CODE
2022 CALIFORNIA GREEN BUILDING CODE
SANTA ANA MUNICIPAL CODE
HL QUALITY PLANS
3905 S. ROSS ST.
SANTA ANA CA. 92707
TEL.: 714.585.0546
CONTACT: HUMBERTO LOPEZ
EMAIL: hlqualityplans@gmail.com
PLAN PREPARER:
PROJECT TEAM
OWNER:
CARSTAIRS ENERGY INC.
2238 BAYVIEW HEIGHTS DRIVE,
SUITE E
LOS OSOS, CA. 92402
TEL.: 805.904.9048
EMAIL: title24@yahoo.com
TITLE 24 ENERGY ANALISIS:
CASTILLO ENGINEERING
1147 E MARKET ST.
LONG BEACH, CA.
TEL.: 562.961.5600
CONTACT: MARGARITO CASTILLO
EMAIL: CASTILLOENGINEERING.COM
STRUCTURAL:
PROPOSED NEW ADU 705 S.F.
ST
E
V
E
N
C
A
R
O
2120 W. Dahl Ln.
Santa Ana, 92704
21
2
0
W
.
D
a
h
l
L
n
.
Sa
n
t
a
A
n
a
,
9
2
7
0
4
NEW ADU
705 S.F.
3905 S. ROSS ST. #B
SANTA ANA CA. 92707
TEL. 714.585.0546
HL QUALITY PLANS
hlqualityplans@gmail.com
APN: 109-444-11
STEVEN CARO
2118 W DAHL LN.
SANTA ANA, CA 92704
TEL.: 714.824.2589
PROPOSED AREA SUMMERY
SQUARE
FOOTAGE
SHEET
NUMBERBASIC:
EXISTING GARAGE
2,179 S.F.TOTAL
SITE:
EXISTING LOT AREA
NEW TOTAL LOT COVERAGE
PERCENT LOT COVERAGE
EXISTING RESIDENCE
A-1.0
A-1.0
A-1.0
705 S.F.PROPOSED ADU
2,179 S.F.
24.28%
EXISTING SITE INFORMATION
SQUARE
FOOTAGE
SHEET
NUMBERBASIC:
EXISTING GARAGE 350 S.F.
1,474 S.F.EXISTING TOTAL
SITE:
EXISTING LOT AREA
EXISTING TOTAL LOT COVERAGE
PERCENT LOT COVERAGE
8,973 S.F.
1,474 S.F.
16.43%
EXISTING RESIDENCE 1,100 S.F.
A-1.0
A-1.0
EXISTING PORCH 24 S.F.A-1.0
350 S.F.
1,100 S.F.
24 S.F.EXISTING PORCH
8,973 S.F.
A-1.0
(NEW ADU 705 SQ. FT. / (E) RESIDENCE 1,100 SQ.FT. = 0.64)
SHEET INDEX
1
2
3
4
5
COVER SHEETT1
SITE PLAN A-1.0
A-2.0
A-3.0
A-4.0
6
8 D-1 DETAILS
9 T24.1 TITLE-24
10 T24.1 TITLE-24
11 T24.1 TITLE-24
12 STRUCTURAL NOTESS1.0
TYPICAL DETAILSS1.1
16
17
FOUNDATION PLANS2.0
ROOF FRAMING PLANS2.2
ROOF FRAMING DETAILSS5.0
TYPICAL DETAILSS1.2
TYPICAL DETAILSS1.3
STRUCTURAL
13
7
14
15
ADU FLOOR PLAN & ADU UTILITY PLAN
ADU ROOF PLAN & BUILDING SECTIONS
ADU EXTERIOR ELEVATIONS
CALGREENA0.1
CALGREENA0.2
19
SHEET NO./ NAME
FOUNDATION DETAILSS3.018
1
1
SCALE: N.T.S. VICINITY MAP
TRUE NORTHSITE LOC.
EXISTING PUBLIC TRANSIT
è
è
è
è
è
è
èè
è
è
è
è
(E
)
W
(E
)
W
(E
)
W
(E
)
E
(E
)
E
(E
)
E
(E
)
E
(E
)
G
(E
)
G
(E
)
G
èèè
è
è
è
è
è
è
è
è
è
è
è
è
è
è
è
è
è
è
è
è
è
è
è
è
è
è
è
è
è
è
èèèè
EXISTING RESIDENCE
2118 W DAHL LN.
1,100 S.F.
N.I.C.
EXISTING
GARAGE
350 S.F.
N.I.C.
PROPOSED
ADU 705 S.F.
2120 W. DAHL LN.
(E)
S
L
O
P
E
(E)
S
L
O
P
E
(E)
S
L
O
P
E
(E)
S
L
O
P
E
(E)
S
L
O
P
E
(E)
S
L
O
P
E
(E)
S
L
O
P
E
SLOPE SLOPE
6'-0"32'-8"
21
'
-
7
"
32'-
2
"
9'-6
"
5'-0
"
5'-4
"
20'
-
5
"
26'-
2
"
4'-0
"
8'-0
"
EXISTING
REAR YARD
EXISTING
FRONT YARD
EXISTING
DRIVEWAY
EXISTING
ADJACENT
PROPERTY
EX
I
S
T
I
N
G
AD
J
A
C
E
N
T
PR
O
P
E
R
T
Y
EXISTING
ADJACENT
PROPERTY
EXISTING
ADJACENT
PROPERTY
DEHL LN.℄
(E) PUBLIC
UTILITY
EASEMENT
6'
-
0
"
(E
)
P
U
B
L
I
C
UT
I
L
I
T
Y
EA
S
E
M
E
N
T
EXISTING
POWER
POLE
EXIS. PORCH
24 S.F.
N.I.C.
9'-4"
01 0211
01 02
0102
0102
03
06
06
12
06
07
08
13
10
15 16
15
16
17
18
19
SL
O
P
E
SW
A
L
E
2
%
SL
O
P
E
SW
A
L
E
1
%
SL
O
P
E
SW
A
L
E
2
%
SLOPE
SWALE 2%
SLOPE
SWALE 1%
SL
O
P
E
SW
A
L
E
2
%
SLOPE
SWALE 2%
(E
)
S
L
O
P
E
SW
A
L
E
2
%
(E) SLOP
E
SWALE 2
%
(E) S
L
O
P
E
SWA
L
E
2
%
(E)
S
L
O
P
E
SWA
L
E
2
%
(E)
S
L
O
P
E
SWA
L
E
2
%
(E)
S
L
O
P
E
SWA
L
E
2
%
(E) S
L
O
P
E
SWA
L
E
2
%
(E) S
L
O
P
E
SWA
L
E
2
%
(E) S
L
O
P
E
SWA
L
E
2
%
P.L. 48.0'
P.
L
.
9
0
.
0
'
P.L. 90
.
8
3
'
P.L
.
1
0
9
.
7
5
'
P.L
.
4
3
.
3
8
'
20
04
05
03
62
'
-
5
"
12'
-
2
"
23'-
6
"
17'
-
6
"
22'-
8
"
30'
-
6
"
38'-
0
"
20'-
0
"
09
SLO
P
ESWA
L
E
2
%
SL
O
P
E
SW
A
L
E
2
%
SL
O
P
E
SW
A
L
E
2
%
SLO
P
ESWA
L
E
2
%
SLO
P
E
SWA
L
E
2
%
SLO
P
ESWA
L
E
1
%
SLO
P
ESWA
L
E
1
%
SL
O
P
E
SW
A
L
E
2
%
SL
O
P
E
SW
A
L
E
2
%
(E)
S
L
O
P
E
SWA
L
E
2
%
A-1.0
SITE PLANSITE PLAN SCALE: 1/8" = 1'-0"
TRUE NORTH
ST
E
V
E
N
C
A
R
O
2120 W. Dahl Ln.
Santa Ana, 92704
21
2
0
W
.
D
a
h
l
L
n
.
Sa
n
t
a
A
n
a
,
9
2
7
0
4
NEW ADU
705 S.F.
3905 S. ROSS ST. #B
SANTA ANA CA. 92707
TEL. 714.585.0546
HL QUALITY PLANS
hlqualityplans@gmail.com
APN: 109-444-11
ST
E
V
E
N
C
A
R
O
2120 W. Dahl Ln.
Santa Ana, 92704
21
2
0
W
.
D
a
h
l
L
n
.
Sa
n
t
a
A
n
a
,
9
2
7
0
4
NEW ADU
705 S.F.
3905 S. ROSS ST. #B
SANTA ANA CA. 92707
TEL. 714.585.0546
HL QUALITY PLANS
hlqualityplans@gmail.com
APN: 109-444-11
(E) WOOD GATE
(E) ELECTRICAL METER.
(E) PUBLIC SIDEWALK.
(E) CONCRETE DRIVEWAY.
(E) LANDSCAPE AREA.
NEW BUILDING WALL, SEE FLOOR PLAN
(E) WATER METER.
01
#
02
03
04
05
06
07
08
09
10
11
12
13
SITE PLAN KEYNOTES
14
15
(E) PROPERTY LINE.
NEW BUILDING ROOF, SEE ROOF PLAN
(E) PARKWAY.
(E) STREET CURB.
(E) STREET CENTER LINE.
NEW CONCRETE LANDING.
LEGEND
(E) = DENOTES EXISTING TO REMAIN
(N) = DENOTES NEW
(R) = DENOTES RELOCATE
DENOTES NEW CONSTRUCTION
(E) BLOCK FENCE
NOT USED
16
17
è è è èACCESSIBLE PATH TO TRAVEL
18
19
20
(D) = DENOTES TO BE REMOVED
NEW CONCRETE WALKWAY.
(E) UTILITY POWER POLE.
NEW ELECTRICAL PANEL.
(E) GAS METER.
NEW MINI-SPLIT CONDENSER UNIT.
UTILITIES LEGEND
(E) S
(E) G
(E) W
(E) E
PROPOSED AREA SUMMERY
SQUARE
FOOTAGE
SHEET
NUMBERBASIC:
EXISTING GARAGE
2,179 S.F.TOTAL
SITE:
EXISTING LOT AREA
NEW TOTAL LOT COVERAGE
PERCENT LOT COVERAGE
EXISTING RESIDENCE
A-1.0
A-1.0
A-1.0
705 S.F.PROPOSED ADU
2,179 S.F.
24.28%
EXISTING SITE INFORMATION
SQUARE
FOOTAGE
SHEET
NUMBERBASIC:
EXISTING GARAGE 350 S.F.
1,474 S.F.EXISTING TOTAL
SITE:
EXISTING LOT AREA
EXISTING TOTAL LOT COVERAGE
PERCENT LOT COVERAGE
8,973 S.F.
1,474 S.F.
16.43%
EXISTING RESIDENCE 1,100 S.F.
A-1.0
A-1.0
EXISTING PORCH 24 S.F.A-1.0
350 S.F.
1,100 S.F.
24 S.F.EXISTING PORCH
8,973 S.F.
A-1.0
(NEW ADU 705 SQ. FT. / (E) RESIDENCE 1,100 SQ.FT. = 0.64)
1
RIDGE
4:12
4:12
4:12
4:12
1'
-
0
"
T
Y
P
.
3'
-
6
"
3'
-
6
"
T.O. RIDGE (V.I.F.)
T.O.PLATE (V.I.F.)
T.O.F.F. (V.I.F.)
9'
-
1
"
13
'
-
1
1
"
8"
F.G.
T.O.PLATE (V.I.F.)
T.O.F.F. (V.I.F.)
9'
-
1
"
8"
F.G.
ATTIC
BATHROOM #2LIVING / KITCHEN
8"
±
1
3
'
-
1
1
"
T.O.F.F (V.I.F.)
F.G.
T.O.RIDGE (V.I.F.)
9'
-
5
"
8"
±
1
3
'
-
1
1
"
T.O.F.F (V.I.F.)
F.G.
T.O.RIDGE (V.I.F.)
T.O.ROOF (V.I.F.)
7'
-
0
"
HEADER (V.I.F.)
KITCHEN LIVING
A-2.0
ADU ROOF PLAN AND
SECTIONS
1
A-2.0
1
A-2.0
2
A-2.0
2
A-2.0
ST
E
V
E
N
C
A
R
O
2120 W. Dahl Ln.
Santa Ana, 92704
21
2
0
W
.
D
a
h
l
L
n
.
Sa
n
t
a
A
n
a
,
9
2
7
0
4
NEW ADU
705 S.F.
3905 S. ROSS ST. #B
SANTA ANA CA. 92707
TEL. 714.585.0546
HL QUALITY PLANS
hlqualityplans@gmail.com
APN: 109-444-11
ATTIC VENTILATION NOTES
ROOF PLAN NOTES VENTILATION SCHEDULE:
TIMBER LINE ASPHALT SHINGLES MIN. CLASS "A" ICC ESR #1475 #790.
ROOF AREA
SECTION KEYNOTES
01
RIDGE, PER STRUCTURAL PLANS.02
03
04
06
07
05
08
2X CEILING JOIST, PER STRUCTURAL PLANS.
CONCRETE FOOTING, PER STRUCTURAL PLANS.
2X WALL FRAME STUD AT 16" O.C., PER STRUCTURAL PLANS.
PLYWOOD OVER ROOF RAFTERS, PER STRUCTURAL PLANS.
09
10
11
12
13
ATTIC INSULATION R-30, PER TITLE -24.
14
WALL INSULATION R-15, PER TITLE -24.
WOOD BEAM / HEADER, PER STRUCTURAL PLANS
2X ROOF RAFTERS, PER STRUCTURAL PLANS.
CONCRETE SLAB, PER STRUCTURAL PLANS.
15
16
PORTICO ROOF FRAME ABOVE DOOR
CONCRETE LANDING, PER STRUCTURAL PLANS.
LEGEND
(E) = DENOTES EXISTING
(N) = DENOTES NEW
(R) = DENOTES RELOCATE
LINE OF BUILDING WALL.01
#
02
ROOF KEYNOTES
LINE OF BUILDING ROOF.
03
04 ROOF DORMER VENT, SEE VENT CALCS.
05
06
(E) NATURAL GRADE.
NEW ROOF PLAN SCALE: 1/4" = 1'-0"
TRUE NORTH
BUILDING SECTION 1 SCALE: 1/4" = 1'-0"
NEW ROOF
NEW ROOF ROOFING ASPHALT SHINGLES,
MIN. CLASS "B" ICC ESR #1475 #790
0102
02
03
01
02
01
0102 03
04
BUILDING SECTION 2 SCALE: 1/4" = 1'-0"
020103
0410
05
09
06
07 07
08 08
KNEE BRACE SUPPORT AT PORTICO ROOF ABOVE DOOR.
PROVIDE TIGHT FASCIA AT EASEMENT BUILDING SIDE
DOOR AS OCCURS, PER PLAN
14
08
NOT PROJECTIONS ROOF AT EASEMENT BUILDING SIDE
INSTALL PORTICO ROOF ABOVE DOOR
03
06
06
05
1616
07 16110711
06
05
09
08
15
15
020103
13
1214
2
AD-1
TYP.
04
1
1
4"
12"
T.O. ROOF (V.I.F.)
T.O.PLATE (V.I.F.)
T.O.F.F. (V.I.F.)
9'
-
1
"
13
'
-
1
1
"
8"
F.G.
7'
-
0
"
T.O.HEADER (V.I.F.)
13
D-1
44
"
M
A
X
.
18
D-1
9'
-
5
"
8"
±
1
3
'
-
1
1
"
T.O.F.F (V.I.F.)
F.G.
T.O.RIDGE (V.I.F.)
T.O. ROOF (V.I.F.)
9'
-
1
"
8"
±
1
3
'
-
1
1
"
T.O.F.F (V.I.F.)
F.G.
T.O.RIDGE (V.I.F.)
T.O.PLATE (V.I.F.)
7'
-
0
"
HEADER (V.I.F.)
13
D-1
9
D-1
14
D-1
9
D-1
TYP.
TYP.
TYP.
4"
12"
T.O. RIDGE (V.I.F.)
T.O.PLATE (V.I.F.)
T.O.F.F. (V.I.F.)
F.G.
9'
-
1
"
13
'
-
1
1
"
8"
13
D-1
T.O. ROOF (V.I.F.)
T.O.F.F (V.I.F.)
10
'
-
5
"
F.G.
8"
T.O. RIDGE (V.I.F.)
T.O.P. (V.I.F.)
T.O.F.F (V.I.F.)
9'
-
1
"
±
1
3
'
-
1
1
"
F.G.
8"
7'
-
0
"
HEADER (V.I.F.)
13
D-1
44
"
M
A
X
.
A-3.0
NEW ADU EXTERIOR
ELEVATIONS
EAST ELEVATION SCALE: 1/4" = 1'-0"NORTH ELEVATION SCALE: 1/4" = 1'-0"
ELEVATION NOTES
01
02
03
04
05
06
07
08
09
10
11
13
14
15
#
CLASS "B" ICCESR #1475 #790.
12
WEST ELEVATION SCALE: 1/4" = 1'-0"SOUTH ELEVATION SCALE: 1/4" = 1'-0"
ST
E
V
E
N
C
A
R
O
2120 W. Dahl Ln.
Santa Ana, 92704
21
2
0
W
.
D
a
h
l
L
n
.
Sa
n
t
a
A
n
a
,
9
2
7
0
4
NEW ADU
705 S.F.
3905 S. ROSS ST. #B
SANTA ANA CA. 92707
TEL. 714.585.0546
HL QUALITY PLANS
hlqualityplans@gmail.com
APN: 109-444-11
01 02 03 0715
04 0512
03 0706
04 0512
09
10
13
04 081210
0408 1210
16
09
17
18
17 17
19
19
1919
19
11
1 1
1 1
BEDROOM #1
BEDROOM #2
ST
O
V
E
.
SINK.
KITCHEN
LIVING ROOM
BATHROOM
CLOSET
CL
O
S
E
T
REF.
STACKABLE
W. / D.
SH
E
V
L
V
E
S
W./H.
12'-6"
9'
-
1
0
"
32'-8"
7'
-
7
"
21
'
-
7
"
9'-10"2'-11"
10
'
-
8
"
9'
-
5
"
4'
-
3
"
2'
-
1
"
2'
-
8
"
8'-1"
2'
-
4
"
5'
-
0
"
3'
-
3
"
3'
-
6
"
7'-5"
3'-4"6'-6"4'-11"2'-6"
5'
-
0
"
4'
-
1
0
"
21
'
-
7
"
1'
-
6
"
32'-8"
5'-11"10'-81
4"11'-0"5'-1"
4'-4"3'-4"3'-9"
3'-6"6'-2"2'-4"
2'-11"4'-2"
3'
-
0
"
+2"
2"
TEMPERED
1'
-
1
0
"
BEDROOM #1
BEDROOM #2
KITCHEN
LIVING ROOM
BATHROOM
CLOSET
CL
O
S
E
T
2'
-
6
"
T
Y
P
.
6'-0" TYP.4'-0"3'-10"
06 4'
-
0
"
T
Y
P
.
A-4.0
NEW ADU FLOOR PLAN
& UTILITY PLAN
NEW ADU FLOOR PLAN
WALL LEGENDNOTES
PLUMBING NOTES SIZE:WINDOW SCHED.:
U-FACTOR - 0.3
SHGC - 0.23ALL WINDOWS:
SIZE:DOOR SCHEDULE:
SCALE: 1/4" = 1'-0"
12"
12"
TRUE NORTH
1
A-2.0
1
A-2.0
2
A-2.0
2
A-2.0
05
06
07
13
14
16
18
11
FLOOR PLAN KEYNOTES
01
03
04
02
08
09
10
15
17
12
19
20 ¨
21 "
22
LOUVER DOOR
ELEVATION
ST
E
V
E
N
C
A
R
O
2120 W. Dahl Ln.
Santa Ana, 92704
21
2
0
W
.
D
a
h
l
L
n
.
Sa
n
t
a
A
n
a
,
9
2
7
0
4
NEW ADU
705 S.F.
3905 S. ROSS ST. #B
SANTA ANA CA. 92707
TEL. 714.585.0546
HL QUALITY PLANS
hlqualityplans@gmail.com
APN: 109-444-11
UTILITY NOTES UTILITY LEGEND
01
03
10
11
12
UTILITY PLAN KEYNOTES
02
04
05
06
07
08
09
13
14
15
16
17
18
19
"
" ""
""""
""
“”“”
01 03 08
11 12
02
02
0301 07
11 12 14 15
08
0301 07
11 12 14 15
08
01
11 12 14
08 09
14
0301
11 12 14
08
09
13
16
04
05
17
10
01 02
03 04
05 07 14
06
08
09
10
11
12
17
15
15
TYP.
TYP.
15
TYP.
15
TYP.
15
TYP.
1621
18
19
20
21
21
21
16
NEW ADU UTILITY PLAN SCALE: 1/4" = 1'-0"
TRUE NORTH
19
PLUMBING SIZING CHART
SANITARY DRAINAGE WATER GAS
FXT.QTY.DFU(ea)DFU
WATER CLOSET
QTY.WSFU(ea)WSFU QTY.CFH (ea)CFH
LAVATORY
SHOWER
WASHER
KITCHEN SINK
1
1
1
1
1
3
1
2
3
2
1
1
2.5
1
2
4
1.5
WATER HEATER
FAU
DRYER
RANGE
1
1
1
1
120
100
35
65
FXT.FXT.
TOTAL DFU:TOTAL WSFU:TOTAL CFH:
4" MAIN TO STREET SERVICE SIZE: 1 1/4"SERVICE SIZE: 1 1/4"
LONGEST RUN:150'
PER CPC TABLE 1215(1)
3
1
2
2
3
2.5
1
4
4
1.5
1
1
1
120
100
35
65
11 13 320
WATER CLOSET
LAVATORY
SHOWER
WASHER
KITCHEN SINK
20
201
1
22
1
1
TANKLESS
WATER
HEATER
REFER TO MANUFACTURER
MINIMUM MOUNTING
CLEARANCES
UNIT MAY BE MOUNTED ON
A WALL OR BE FREE
STANDING
USE NON-COMBUSTIBLE
BASE (IF APPLICABLE)
VERIFY
REFER TO MANUFACTURER MINIMUM
MOUNTING CLEARANCES AROUND THE
UNIT
TO
P
C
L
E
A
R
A
N
C
E
SIDE CLEARANCE
TANKLESS
WATER
HEATER
FRONT CLEARANCE
MIN. BACK CLEARANCE
VENTING MUST COMPLY WITH
ALL STATE AND LOCAL CODES
AND MANUFACTURER'S
INSTRUCTIONS
NOTE:UNIFORM PLUMBING CODE REQUIRES THAT
ALL WATER HEATERS ARE TO BE
SUPPORTED AND STRAPPED TO PREVENT
MOVEMENT DURING AN EARTHQUAKE
GAS
SHUTOFF
VALVE
COLD
HOT
1. IDENTIFY THE INSTALLATION LOCATION
AND CONFIRM THAT THE INSTALLATION WILL
MEET ALL REQUIRED CLEARANCES.
2. SECURELY ATTACH THE WATER HEATER TO
THE WALL USING ANY OF THE HOLES IN THE
WALL INSTALLATION BRACKETS WHICH ARE
AT THE TOP AND BOTTOM OF THE WATER
HEATER. ENSURE THAT THE ATTACHMENT
STRENGTH IS SUFFICIENT TO SUPPORT THE
WEIGHT. REFER TO THE WEIGHT OF THE
WATER HEATER IN THE SPECIFICATIONS
SECTION.
ATTACHMENT
VENTING MUST COMPLY WITH
NATIONAL CODES, LOCAL
CODES AND
MANUFACTURER'S
INSTRUCTIONS
SEALED COMBUSTION UNITS
(ALL COMBUSTION AIR FROM
OUTSIDE OF THE BUILDING) -
PROVIDE CODE APPROVED
CONDENSATE DRAIN
SPECIFY INDOOR OR
OUTDOOR UNIT
POWER 120 VOLTS
(REFER TO MANUFACTURER
SPECIFICATIONS)
GAS SHUTOFF
VALVE
HOT
PRESSURE RELIEF
VALVE
WATER SHUTOFF
VALVE
GAS SUPPLY LINE
(CHECK RATING PLATE FOR
CORRECT GAS TYPE AND
PRESSURE)
NOTES:
·WATER HEATER MUST BE INSTALLED TO CONFORM WITH CURRENT NATIONAL ELECTRIC
CODE, NATIONAL FUEL GAS CODE, AND ANY APPLICABLE LOCAL PLUMBING,
ELECTRICAL, HEATING AND AIR CONDITIONING CODES, AND MANUFACTURER
INSTALLATION NSTRUCTIONS
·PROTECT HEATER FROM FREEZING
·SPECIFY NATURAL GAS OR PROPANE
DRAIN PAN REQUIRED IF
INSTALLED IN AN AREA
WHERE WATER DAMAGE CAN
OCCUR
PROVIDE SUITABLE DRAIN
TANKLESS
WATER
HEATER
COLD
D-1
DETAILS
ST
E
V
E
N
C
A
R
O
2120 W. Dahl Ln.
Santa Ana, 92704
21
2
0
W
.
D
a
h
l
L
n
.
Sa
n
t
a
A
n
a
,
9
2
7
0
4
NEW ADU
705 S.F.
3905 S. ROSS ST. #B
SANTA ANA CA. 92707
TEL. 714.585.0546
HL QUALITY PLANS
hlqualityplans@gmail.com
APN: 109-444-11
STRUCTURAL NOTES
S1.0
SHEET NUMBER
PR
O
J
E
C
T
A
D
D
R
E
S
S
:
SHEETSOF
REVISIONS
DRAWN :
CHECKED :
DATE :
JOB NO.
MARK DATE
PROJECT:
25-185
CARLOS
10 FEB 25
. .
.
.
.
.
.
.
.
.
.
.
TITLE
NE
W
A
D
U
21
1
8
W
D
A
H
L
L
N
3
1
2
3
1147 E MARKET ST. LONG BEACH, CA 90805
T:562-961-5600 ext.107
ENGINEER:
Margarito Castillo, S.E.
CASTILLO ENGINEERING
21
1
8
W
D
A
H
L
L
N
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
4
WWW.CASTILLOENGINEERING.COM
562-506-3692
CONSTRUCTION SHALL CONFORM
TO THE ENGINEER. ALL
WORK. REPORT DISCREPANCIES
BEFORE PROCEEDING WITH THE
CHECK AND VERIFY ALL DIMENSIONS
TO THE C.B.C.
CRISTIAN
STRUCTURAL
NOTES
TYPICAL DETAIL1TYPICAL DETAIL2TYPICAL DETAIL4
TYPICAL DETAIL5TYPICAL DETAIL6TYPICAL DETAIL7TYPICAL DETAIL8
TYPICAL DETAIL12 TYPICAL DETAIL11 TYPICAL DETAIL10 TYPICAL DETAIL9
TYPICAL DETAIL3
S1.1
SHEET NUMBER
PR
O
J
E
C
T
A
D
D
R
E
S
S
:
SHEETSOF
REVISIONS
DRAWN :
CHECKED :
DATE :
JOB NO.
MARK DATE
PROJECT:
25-185
CARLOS
10 FEB 25
. .
.
.
.
.
.
.
.
.
.
.
TITLE
NE
W
A
D
U
21
1
8
W
D
A
H
L
L
N
3
1
2
3
1147 E MARKET ST. LONG BEACH, CA 90805
T:562-961-5600 ext.107
ENGINEER:
Margarito Castillo, S.E.
CASTILLO ENGINEERING
21
1
8
W
D
A
H
L
L
N
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
4
WWW.CASTILLOENGINEERING.COM
562-506-3692
CONSTRUCTION SHALL CONFORM
TO THE ENGINEER. ALL
WORK. REPORT DISCREPANCIES
BEFORE PROCEEDING WITH THE
CHECK AND VERIFY ALL DIMENSIONS
TO THE C.B.C.
CRISTIAN
TYPICAL
DETAILS
TYPICAL DETAIL2TYPICAL DETAIL4
TYPICAL DETAIL5TYPICAL DETAIL6TYPICAL DETAIL8
TYPICAL DETAIL12 TYPICAL DETAIL9TYPICAL DETAIL10 S1.2
SHEET NUMBER
PR
O
J
E
C
T
A
D
D
R
E
S
S
:
SHEETSOF
REVISIONS
DRAWN :
CHECKED :
DATE :
JOB NO.
MARK DATE
PROJECT:
25-185
CARLOS
10 FEB 25
. .
.
.
.
.
.
.
.
.
.
.
TITLE
NE
W
A
D
U
21
1
8
W
D
A
H
L
L
N
3
1
2
3
1147 E MARKET ST. LONG BEACH, CA 90805
T:562-961-5600 ext.107
ENGINEER:
Margarito Castillo, S.E.
CASTILLO ENGINEERING
21
1
8
W
D
A
H
L
L
N
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
4
WWW.CASTILLOENGINEERING.COM
562-506-3692
CONSTRUCTION SHALL CONFORM
TO THE ENGINEER. ALL
WORK. REPORT DISCREPANCIES
BEFORE PROCEEDING WITH THE
CHECK AND VERIFY ALL DIMENSIONS
TO THE C.B.C.
CRISTIAN
TYPICAL
DETAILS
TYPICAL DETAIL1TYPICAL DETAIL2TYPICAL DETAIL4
TYPICAL DETAIL12 TYPICAL DETAIL11
TYPICAL DETAIL3
TYPICAL DETAIL9TYPICAL DETAIL10 S1.3
SHEET NUMBER
PR
O
J
E
C
T
A
D
D
R
E
S
S
:
SHEETSOF
REVISIONS
DRAWN :
CHECKED :
DATE :
JOB NO.
MARK DATE
PROJECT:
25-185
CARLOS
10 FEB 25
. .
.
.
.
.
.
.
.
.
.
.
TITLE
NE
W
A
D
U
21
1
8
W
D
A
H
L
L
N
3
1
2
3
1147 E MARKET ST. LONG BEACH, CA 90805
T:562-961-5600 ext.107
ENGINEER:
Margarito Castillo, S.E.
CASTILLO ENGINEERING
21
1
8
W
D
A
H
L
L
N
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
4
WWW.CASTILLOENGINEERING.COM
562-506-3692
CONSTRUCTION SHALL CONFORM
TO THE ENGINEER. ALL
WORK. REPORT DISCREPANCIES
BEFORE PROCEEDING WITH THE
CHECK AND VERIFY ALL DIMENSIONS
TO THE C.B.C.
CRISTIAN
TYPICAL
DETAILS
N1FOUNDATION PLAN
S2.0
FOUNDATION
PLAN
SHEET NUMBER
PR
O
J
E
C
T
A
D
D
R
E
S
S
:
SHEETSOF
REVISIONS
DRAWN :
CHECKED :
DATE :
JOB NO.
MARK DATE
PROJECT:
25-185
CARLOS
10 FEB 25
. .
.
.
.
.
.
.
.
.
.
.
TITLE
NE
W
A
D
U
21
1
8
W
D
A
H
L
L
N
3
1
2
3
1147 E MARKET ST. LONG BEACH, CA 90805
T:562-961-5600 ext.107
ENGINEER:
Margarito Castillo, S.E.
CASTILLO ENGINEERING
21
1
8
W
D
A
H
L
L
N
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
4
WWW.CASTILLOENGINEERING.COM
562-506-3692
CONSTRUCTION SHALL CONFORM
TO THE ENGINEER. ALL
WORK. REPORT DISCREPANCIES
BEFORE PROCEEDING WITH THE
CHECK AND VERIFY ALL DIMENSIONS
TO THE C.B.C.
CRISTIAN
N1ROOF FRAMING PLAN
C.J.
C.
J
.
S2.2
ROOF
FRAMING
PLAN
SHEET NUMBER
PR
O
J
E
C
T
A
D
D
R
E
S
S
:
SHEETSOF
REVISIONS
DRAWN :
CHECKED :
DATE :
JOB NO.
MARK DATE
PROJECT:
25-185
CARLOS
10 FEB 25
. .
.
.
.
.
.
.
.
.
.
.
TITLE
NE
W
A
D
U
21
1
8
W
D
A
H
L
L
N
3
1
2
3
1147 E MARKET ST. LONG BEACH, CA 90805
T:562-961-5600 ext.107
ENGINEER:
Margarito Castillo, S.E.
CASTILLO ENGINEERING
21
1
8
W
D
A
H
L
L
N
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
4
WWW.CASTILLOENGINEERING.COM
562-506-3692
CONSTRUCTION SHALL CONFORM
TO THE ENGINEER. ALL
WORK. REPORT DISCREPANCIES
BEFORE PROCEEDING WITH THE
CHECK AND VERIFY ALL DIMENSIONS
TO THE C.B.C.
CRISTIAN
DETAIL1DETAIL2DETAIL4
DETAIL5DETAIL6DETAIL7DETAIL8
DETAIL12 DETAIL11 DETAIL10 DETAIL9
DETAIL3
S3.0
SHEET NUMBER
PR
O
J
E
C
T
A
D
D
R
E
S
S
:
SHEETSOF
REVISIONS
DRAWN :
CHECKED :
DATE :
JOB NO.
MARK DATE
PROJECT:
25-185
CARLOS
10 FEB 25
. .
.
.
.
.
.
.
.
.
.
.
TITLE
NE
W
A
D
U
21
1
8
W
D
A
H
L
L
N
3
1
2
3
1147 E MARKET ST. LONG BEACH, CA 90805
T:562-961-5600 ext.107
ENGINEER:
Margarito Castillo, S.E.
CASTILLO ENGINEERING
21
1
8
W
D
A
H
L
L
N
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
4
WWW.CASTILLOENGINEERING.COM
562-506-3692
CONSTRUCTION SHALL CONFORM
TO THE ENGINEER. ALL
WORK. REPORT DISCREPANCIES
BEFORE PROCEEDING WITH THE
CHECK AND VERIFY ALL DIMENSIONS
TO THE C.B.C.
CRISTIAN
FOUNDATION
DETAILS
DETAIL1DETAIL2DETAIL4
DETAIL5DETAIL6DETAIL7DETAIL8
DETAIL12 DETAIL11 DETAIL10 DETAIL9
DETAIL3
S5.0
SHEET NUMBER
PR
O
J
E
C
T
A
D
D
R
E
S
S
:
SHEETSOF
REVISIONS
DRAWN :
CHECKED :
DATE :
JOB NO.
MARK DATE
PROJECT:
25-185
CARLOS
10 FEB 25
. .
.
.
.
.
.
.
.
.
.
.
TITLE
NE
W
A
D
U
21
1
8
W
D
A
H
L
L
N
3
1
2
3
1147 E MARKET ST. LONG BEACH, CA 90805
T:562-961-5600 ext.107
ENGINEER:
Margarito Castillo, S.E.
CASTILLO ENGINEERING
21
1
8
W
D
A
H
L
L
N
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
4
WWW.CASTILLOENGINEERING.COM
562-506-3692
CONSTRUCTION SHALL CONFORM
TO THE ENGINEER. ALL
WORK. REPORT DISCREPANCIES
BEFORE PROCEEDING WITH THE
CHECK AND VERIFY ALL DIMENSIONS
TO THE C.B.C.
CRISTIAN
ROOF
FRAMING
DETAILS
structural calculations
for
2118 W DAHL LN
new adu
2118 W DAHL LN.
SANTA ANA, CA. 92704
10-Feb-25
CE JOB NO. : 25-185
S T R U C T U R A L
3 2 4 E S O U T H S T , L O N G B E A C H , C A L I F O R N I A 9 0 8 0 5
T : 5 6 2 . 9 6 1 . 5 6 0 0 W W W . C A S T I L L O E N G I N E E R I N G . C O M1
ARCHITECT CASTILLO ENGINEERING, INC.JOB
1205 Pine Avenue, Suite 201
Long Beach, CA 90813
ENGR. MC JOB NO. SHEET NO.
DESIGN CRITERIA
1 Soil supporting footings is natural grade or engineered fill.
2 Soil allowable bearing pressure used in design_______________________________
3 Footing shall extend_____ minimum into undisturbed soil or_____ below finish grade
whichever is lower.
4 All concrete shall develop a minimum compressive strength of 2500 psi in 28 days.
5 Reinforcing steel shall conform to ASTM 615, Grade 60.
6 Structural steel shall conform to the following:
Wide flange shapes ASTM A992
TS shapes ASTM A500, Grade B
Pipe shapes ASTM A53 , Grade B
Other rolled shapes, Bars and plates ASTM A36
7 Structural steel shall be fabricated in a shop of an approved fabricator.
8 All welding shall be done by Certified Welders.
9 Concrete Block shall conform to ASTM C90, Grade N-1.
10 Grout shall develop 2000 psi in 28 days.
11 Mortar shall be Type S and develop 1800 psi in 28 days.
12 All lumber shall be grade marked Douglas Fir. (Grading rule No. 17)
Light Framing Construction
Joist & Planks No. 2
Beams & Stringers No. 1
Posts & Timbers No. 1
13 Glue Laminated Timbers shall be combination No. 24F-V8.
14 Plywood shall conform to PS 1-95, Structural 1.
15 All material and workmanship shall conform to the requirements of
2019 California Building Code.
2
ARCHITECT
ENGR. DATE:
CASTILLO ENGINEERING, INC.
1205 Pine Avenue, Suit.e 201
Long Beach, CA 80813
SHEET NO.
D □UGLAS F"IR.-LAR.CH DESIGN VALUES
DESIGNATION GRADE FB FT Fcperp.
LIGHT FRAMING CONSTRUCTION 1000 650 625
2" TO 4" THICK
2"TO4' WIDE
JOIST & PLANKS NO. 2 900 575 625
2" TO 4" THICK
6"&WIDER
POST & TIMBER NO.1 1200 825 625
5x5 AND LARGER
WIDTH NOT MORE
THAN 2" GREATER
THAN THICKNESS
BEAM & STRINGER NO.1 1350 675 625
5" & THICKER
WIDTH MORE THAN
2" GREATER THAN
THICKNESS
GLU-LAM BEAMS COMBINATION 2400 1100 650
NO. 24F-V8
Y-DIR 1450 1100 560
( 1 )THE ABOVE VALUES ARE TAKEN FROM THE NOS.
(2)USE STANDARD GRADING RULE NO. 1 7.
Fe Fv
1650 180
1350 180
1000 170
925 170
1650 265
1650 230
E E MIN
1,500,000 550,000
1,600,000 580,000
1,600,000 580,000
1,600,000 580,000
1,800,000 930,000
1,600,000 830,000
3
PROJECT:CASTILLO ENGINEERING
324 E South St, Long Beach, CA 90805
37683.00
Wood :Douglas-Fir/Larch Cr = 1.15 (repetitive member factor)Fv =180 psi (for Light Framing and Joists & Planks)
E = 1,500,000 psi (Const Light Framing)Fv =170 psi (for Beams & Stringers and Posts & Timbers)
E = 1,600,000 psi (#2 Joists & Planks, #1 Beams & Stringers, #1 Posts & Timbers)
FLOO ROOF
MEMBER:SIZE:(35 PCF)PROPERTIES:BENDING STRESS:1.00 (k-ft & k)Cd =1.00 (k-ft & k)Cd =1.25
Nominal Grade Type B (in)D (in)PLF (in^2)S(in^3)I(in^4)Fb(psi)CF Fb x CF max Mmax Mmax(rep)max Mmax Mmax(rep)
2x4 Const. LF 1.5 3.50 1.3 5.3 3.1 5.4 1000 1.00 1000 0.63 0.26 0.29 0.79 0.32 0.37
2x6 #2 JP 1.5 5.50 2.0 8.3 7.6 20.8 900 1.30 1170 0.99 0.74 0.85 1.24 0.92 1.06
2x8 #2 JP 1.5 7.25 2.6 10.9 13.1 47.6 900 1.20 1080 1.31 1.18 1.36 1.63 1.48 1.70
2x10 #2 JP 1.5 9.25 3.4 13.9 21.4 98.9 900 1.10 990 1.67 1.76 2.03 2.08 2.21 2.54
2x12 #2 JP 1.5 11.25 4.1 16.9 31.6 178.0 900 1.00 900 2.03 2.37 2.73 2.53 2.97 3.41
2x14 #2 JP 1.5 13.25 4.8 19.9 43.9 290.8 900 0.90 810 2.39 2.96 3.41 2.98 3.70 4.26
4x4 Const LF 3.5 3.50 3.0 12.3 7.1 12.5 1000 1.00 1000 1.47 0.60 0.68 1.84 0.74 0.86
4x6 #2 JP 3.5 5.50 4.7 19.3 17.6 48.5 900 1.30 1170 2.31 1.72 1.98 2.89 2.15 2.47
4x8 #2 JP 3.5 7.25 6.2 25.4 30.7 111.1 900 1.30 1170 3.05 2.99 3.44 3.81 3.74 4.30
4x10 #2 JP 3.5 9.25 7.9 32.4 49.9 230.8 900 1.20 1080 3.89 4.49 5.17 4.86 5.62 6.46
4x12 #2 JP 3.5 11.25 9.6 39.4 73.8 415.3 900 1.10 990 4.73 6.09 7.00 5.91 7.61 8.76
4x14 #2 JP 3.5 13.25 11.3 46.4 102.4 678.5 900 1.00 900 5.57 7.68 8.83 6.96 9.60 11.0
6x4 #2 JP 5.5 3.50 4.7 19.3 11.2 19.7 900 1.00 900 2.31 0.84 2.89 1.05
6x6 #1 PT 5.5 5.50 7.4 30.3 27.7 76.3 1200 1.00 1200 3.43 2.77 4.29 3.47
6x8 #1 PT 5.5 7.50 10.0 41.3 51.6 193.4 1200 1.00 1200 4.68 5.16 5.84 6.45
6x10 #1 BS 5.5 9.50 12.7 52.3 82.7 393.0 1350 1.00 1350 5.92 9.31 7.40 11.6
6x12 #1 BS 5.5 11.50 15.4 63.3 121.2 697.1 1350 1.00 1350 7.17 13.6 8.96 17.0
6x14 #1 BS 5.5 13.50 18.0 74.3 167.1 1127.7 1350 0.99 1332 8.42 18.6 10.5 23.2
4
5
6
7
CASTILLO ENGINEERING, INC
1147 E. Market Street
Long Beach, CA 90805
ROOF LOADS
composite shingles 2.5 psf
re-roof 2.0 psf
1/2" plywwod 1.5 psf
rafters 4.0 psf
insulation 0.5 psf
Ceiling 3.0 psf
beams/headers 1.0 psf
MP&E/ misc.0.5 psf
D=15.0 psf
Lr=20.0 psf REDUCIBLE
FLOOR LOADS
flooring 1.0 psf
3/4" plywood 2.3 psf
joist 3.0 psf
ceiling 4.0 psf
beams/headers 2.0 psf
MP&E/ misc.2.7 psf
D=15.0 psf
L=40.0 psf
EXTERIOR WALL LOADS
7/8" stucco 10.0 psf
1/2" plywood 1.5 psf
2x6 studs at 16"oc 1.5 psf
insulation 0.5 psf
1/2" gyp board 2.3 psf
MP&E/ misc.0.2 psf
D=16.0 psf
INTERIOR WALL LOADS
1/2" gyp board 2.3 psf
1/2" plywood 1.5 psf
2x6 studs at 16"oc 1.5 psf
insulation 0.5 psf
1/2" gyp board 2.3 psf
MP&E/ misc.1.9 psf
D=10.0 psf
8
9
10
ARCHITECT JOB
1205 Pine Avenue, Suite 201
Long Beach, CA 90813
ENGR. MC DATE:JOB NO. SHEET NO.
CASTILLO ENGINEERING, INC.
REMARKS
4x4
4x4
4X4
4X6
4X67.15
10.83
ALLOWABLE
75%
2.31
3.42
4.23
6X6HDU14
3.075
4.565
5.645
6.970
9.535
14.445
5.23
HDU5
HDU8
HDU11
HOLDOWNS
HDU2
HDU4
HD ALLOWABLE
UPLIFT
11
C.
J
.
ROOF KEYPLAN
RJ1
RJ1
H1 H1 H1
H1 H1
H3
H3
H3
H4
H2 H2 H2H2
12
CASTILLO ENGINEERING, INC.Project 2118 W DEHL LN
1147 E. Market Street
Long Beach, CA 90805
Engr.Date:Job No.25-185 Sheet
Tag
Beam 5
L = 10.41 ft
Member= 2x10 = 13.88 in^2
S = 21.4 in^3
No. of members= 1 I = 98.9 in^4
CD= 1.25 E = 1,600,000 psi
CF= 1.10 Va = 1.665 kips
CV= 1.00 Ma = 1.604 k-ft
Cr= 1.15
Total Loa L/n= 180
Live Load L/n= 240
L= 10.41 ft
0.24 0.24
Uniform load (W1)
D L Trib
w1,1 (15 +20) x 1.33 = 19.95 + 26.6 Roof
w1,2 (10 +0) x 0 = 0 + 0 Wall
w1,3 (15 +40) x 0 = 0 + 0 Floor
w1,4 (15 +60) x 0 = 0 + 0 Balcony / Deck
w1,5 (5 +0)0 = 0 + 0 Ceiling Joist
W1 = 19.95 + 26.6 =0.047 klf
Triangular load (W2)
D L Trib `
w2,1 (0 + 0) x 0 = 0 + 0
w2,2 (0 + 0) x 0 = 0 + 0
w2,3 (0 + 0) x 2 = 0 + 0
w2,4 (0 + 0) x 0 = 0 + 0
w2,5 (0 + 0) x 4 = 0 + 0
W2 = 0 + 0 =0.000 klf
Point Load (P1)
D L Trib.1 Trib.2 TAG:
p1,1 ( + ) x 0.00 x 0.00 = 0 + 0 0
p1,2 ( + ) x 0 x 0 = 0 + 0 0
p1,3 ( + ) x 0 x 0 = 0 + 0 0
p1,4 ( + ) x 0 x 0 = 0 + 0
p1,5 ( + )0 0 = 0 + 0 X1 (ft) X2 (ft)
P1 = 0 + 0 =0.00 kips 0 10.41
Point Load (P2)
D L Trib.1 Trib.2 TAG:
p2,1 (+ )x 0 x 0 = 0 + 0 0
p2,2 (+ )x 0 x 0 = 0 + 0 0
p2,4 (+) x 0 x 0 = 0 + 0 0
p2,4 (+) x 0 x 0 = 0 + 0
p2,5 (+)0 0 = 0 + 0 X3 (ft) X4 (ft)
P2 = 0 + 0 =0.00 kips 0 10.41
Shea
R1= 0.242 kips
R2= -0.242 kips Stress Ratio
Vmax= 0.24 kips allow.=2.08 x 1 = 2.0813 kips OK .12
Flexure
M= 0.631 k-ft Mallow.=2.54 x 1 = 2.5368 k-ft OK .25
Deflection
D =D w1 + Dw2 + D p1 + Dp2
D (D+L)= 0.078 + 0.000 + 0.000 + 0.000 = 0.08 = L < L OK deflection:.11
1608 180
0.078 + 0
D (L Only)= 0.044 + 0 + 0 +0 = 0.04 = L L OK deflection:.09
2813 240
USE:1- 2X10 RAFTERS @ 16" O.C.
shear:
2/7/25 12:00 AM
RJ1
0
0
0
0
flexure:
0
13
CASTILLO ENGINEERING, INC.Project 2118 W DEHL LN
1147 E. Market Street
Long Beach, CA 90805
Engr.Date:Job No.25-185 Sheet
Tag
Beam 5
L = 4.00 ft
Member= 4x6 = 19.25 in^2
S = 17.6 in^3
No. of members= 1 I = 48.5 in^4
CD= 1.25 E = 1,600,000 psi
CF= 1.30 Va = 2.310 kips
CV= 1.00 Ma = 1.323 k-ft
Cr= 1.00
Total Loa L/n= 180
Live Load L/n= 240
L= 4 ft
0.52 0.52
Uniform load (W1)
D L Trib
w1,1 (15 + 20) x 6.58 = 98.7 + 131.6 Roof
w1,2 (16 + 0) x 2 = 32 + 0 Wall
w1,3 (15 + 40) x 0 = 0 + 0 Floor
w1,4 (15 + 60) x 0 = 0 + 0 Balcony / Deck
w1,5 (5 + 0)0 = 0 + 0 Ceiling Joist
W1 = 130.7 + 131.6 =0.262 klf
Triangular load (W2)
D L Trib `
w2,1 (0 + 0) x 0 = 0 + 0
w2,2 (0 + 0) x 0 = 0 + 0
w2,3 (0 + 0) x 2 = 0 + 0
w2,4 (0 + 0) x 0 = 0 + 0
w2,5 (0 + 0) x 4 = 0 + 0
W2 = 0 + 0 =0.000 klf
Point Load (P1)
D L Trib.1 Trib.2 TAG:
p1,1 ( + ) x 0.00 x 0.00 = 0 + 0 0
p1,2 ( + ) x 0 x 0 = 0 + 0 0
p1,3 ( + ) x 0 x 0 = 0 + 0 0
p1,4 ( + ) x 0 x 0 = 0 + 0
p1,5 ( + )0 0 = 0 + 0 X1 (ft) X2 (ft)
P1 = 0 + 0 =0.00 kips 0 4
Point Load (P2)
D L Trib.1 Trib.2 TAG:
p2,1 (+ )x 0 x 0 = 0 + 0 0
p2,2 (+ )x 0 x 0 = 0 + 0 0
p2,4 (+) x 0 x 0 = 0 + 0 0
p2,4 (+) x 0 x 0 = 0 + 0
p2,5 (+)0 0 = 0 + 0 X3 (ft) X4 (ft)
P2 = 0 + 0 =0.00 kips 0 4
Shea
R1= 0.525 kips
R2= -0.525 kips Stress Ratio
Vmax= 0.52 kips allow.=2.89 x 1 = 2.8875 kips OK .18
Flexure
M= 0.525 k-ft Mallow.=2.15 x 1 = 2.1506 k-ft OK .24
Deflection
D =D w1 + Dw2 + D p1 + Dp2
D (D+L)= 0.019 + 0.000 + 0.000 + 0.000 = 0.02 = L < L OK deflection:.07
2467 180
0.019 + 0
D (L Only)= 0.01 + 0 + 0 +0 = 0.01 = L L OK deflection:.05
4917 240
USE:1- 4X6
shear:
2/7/25 12:00 AM
H1
0
0
0
0
flexure:
0
14
CASTILLO ENGINEERING, INC.Project 2118 W DEHL LN
1147 E. Market Street
Long Beach, CA 90805
Engr.Date:Job No.25-185 Sheet
Tag
Beam 5
L = 3.33 ft
Member= 4x6 = 19.25 in^2
S = 17.6 in^3
No. of members= 1 I = 48.5 in^4
CD= 1.25 E = 1,600,000 psi
CF= 1.30 Va = 2.310 kips
CV= 1.00 Ma = 1.323 k-ft
Cr= 1.00
Total Loa L/n= 180
Live Load L/n= 240
L= 3.33 ft
0.65 0.65
Uniform load (W1)
D L Trib
w1,1 (15 + 20) x 10.3 = 153.75 + 205 Roof
w1,2 (16 + 0) x 2 = 32 + 0 Wall
w1,3 (15 + 40) x 0 = 0 + 0 Floor
w1,4 (15 + 60) x 0 = 0 + 0 Balcony / Deck
w1,5 (5 + 0)0 = 0 + 0 Ceiling Joist
W1 = 185.75 + 205 =0.391 klf
Triangular load (W2)
D L Trib `
w2,1 (0 + 0) x 0 = 0 + 0
w2,2 (0 + 0) x 0 = 0 + 0
w2,3 (0 + 0) x 2 = 0 + 0
w2,4 (0 + 0) x 0 = 0 + 0
w2,5 (0 + 0) x 4 = 0 + 0
W2 = 0 + 0 =0.000 klf
Point Load (P1)
D L Trib.1 Trib.2 TAG:
p1,1 ( + ) x 0.00 x 0.00 = 0 + 0 0
p1,2 ( + ) x 0 x 0 = 0 + 0 0
p1,3 ( + ) x 0 x 0 = 0 + 0 0
p1,4 ( + ) x 0 x 0 = 0 + 0
p1,5 ( + )0 0 = 0 + 0 X1 (ft) X2 (ft)
P1 = 0 + 0 =0.00 kips 0 3.33
Point Load (P2)
D L Trib.1 Trib.2 TAG:
p2,1 (+ )x 0 x 0 = 0 + 0 0
p2,2 (+ )x 0 x 0 = 0 + 0 0
p2,4 (+) x 0 x 0 = 0 + 0 0
p2,4 (+) x 0 x 0 = 0 + 0
p2,5 (+)0 0 = 0 + 0 X3 (ft) X4 (ft)
P2 = 0 + 0 =0.00 kips 0 3.33
Shea
R1= 0.651 kips
R2= -0.651 kips Stress Ratio
Vmax= 0.65 kips allow.=2.89 x 1 = 2.8875 kips OK .23
Flexure
M= 0.542 k-ft Mallow.=2.15 x 1 = 2.1506 k-ft OK .25
Deflection
D =D w1 + Dw2 + D p1 + Dp2
D (D+L)= 0.014 + 0.000 + 0.000 + 0.000 = 0.01 = L < L OK deflection:.06
2870 180
0.014 + 0
D (L Only)= 0.007 + 0 + 0 +0 = 0.01 = L L OK deflection:.04
5470 240
USE:1- 4X6
shear:
2/7/25 12:00 AM
H2
0
0
0
0
flexure:
0
15
CASTILLO ENGINEERING, INC.Project 2118 W DEHL LN
1147 E. Market Street
Long Beach, CA 90805
Engr.Date:Job No.25-185 Sheet
Tag
Beam 5
L = 4.00 ft
Member= 4x6 = 19.25 in^2
S = 17.6 in^3
No. of members= 1 I = 48.5 in^4
CD= 1.25 E = 1,600,000 psi
CF= 1.30 Va = 2.310 kips
CV= 1.00 Ma = 1.323 k-ft
Cr= 1.00
Total Loa L/n= 180
Live Load L/n= 240
L= 4 ft
0.23 0.23
Uniform load (W1)
D L Trib
w1,1 (15 + 20) x 2.33 = 34.95 + 46.6 Roof
w1,2 (16 + 0) x 2 = 32 + 0 Wall
w1,3 (15 + 40) x 0 = 0 + 0 Floor
w1,4 (15 + 60) x 0 = 0 + 0 Balcony / Deck
w1,5 (5 + 0)0 = 0 + 0 Ceiling Joist
W1 = 66.95 + 46.6 =0.114 klf
Triangular load (W2)
D L Trib `
w2,1 (0 + 0) x 0 = 0 + 0
w2,2 (0 + 0) x 0 = 0 + 0
w2,3 (0 + 0) x 2 = 0 + 0
w2,4 (0 + 0) x 0 = 0 + 0
w2,5 (0 + 0) x 4 = 0 + 0
W2 = 0 + 0 =0.000 klf
Point Load (P1)
D L Trib.1 Trib.2 TAG:
p1,1 ( + ) x 0.00 x 0.00 = 0 + 0 0
p1,2 ( + ) x 0 x 0 = 0 + 0 0
p1,3 ( + ) x 0 x 0 = 0 + 0 0
p1,4 ( + ) x 0 x 0 = 0 + 0
p1,5 ( + )0 0 = 0 + 0 X1 (ft) X2 (ft)
P1 = 0 + 0 =0.00 kips 0 4
Point Load (P2)
D L Trib.1 Trib.2 TAG:
p2,1 (+ )x 0 x 0 = 0 + 0 0
p2,2 (+ )x 0 x 0 = 0 + 0 0
p2,4 (+) x 0 x 0 = 0 + 0 0
p2,4 (+) x 0 x 0 = 0 + 0
p2,5 (+)0 0 = 0 + 0 X3 (ft) X4 (ft)
P2 = 0 + 0 =0.00 kips 0 4
Shea
R1= 0.227 kips
R2= -0.227 kips Stress Ratio
Vmax= 0.23 kips allow.=2.89 x 1 = 2.8875 kips OK .08
Flexure
M= 0.227 k-ft Mallow.=2.15 x 1 = 2.1506 k-ft OK .11
Deflection
D =D w1 + Dw2 + D p1 + Dp2
D (D+L)= 0.008 + 0.000 + 0.000 + 0.000 = 0.01 = L < L OK deflection:.03
5698 180
0.008 + 0
D (L Only)= 0.003 + 0 + 0 +0 = 0 = L L OK deflection:.02
13884 240
USE:1- 4X6
shear:
2/7/25 12:00 AM
H3
0
0
0
0
flexure:
0
16
CASTILLO ENGINEERING, INC.Project 2118 W DEHL LN
1147 E. Market Street
Long Beach, CA 90805
Engr.Date:Job No.25-185 Sheet
Tag
Beam 5
L = 8.00 ft
Member= 4x8 = 25.38 in^2
S = 30.7 in^3
No. of members= 1 I = 111.1 in^4
CD= 1.25 E = 1,600,000 psi
CF= 1.30 Va = 3.045 kips
CV= 1.00 Ma = 2.300 k-ft
Cr= 1.00
Total Loa L/n= 180
Live Load L/n= 240
L= 8 ft
1.05 1.05
Uniform load (W1)
D L Trib
w1,1 (15 + 20) x 6.58 = 98.7 + 131.6 Roof
w1,2 (16 + 0) x 2 = 32 + 0 Wall
w1,3 (15 + 40) x 0 = 0 + 0 Floor
w1,4 (15 + 60) x 0 = 0 + 0 Balcony / Deck
w1,5 (5 + 0)0 = 0 + 0 Ceiling Joist
W1 = 130.7 + 131.6 =0.262 klf
Triangular load (W2)
D L Trib `
w2,1 (0 + 0) x 0 = 0 + 0
w2,2 (0 + 0) x 0 = 0 + 0
w2,3 (0 + 0) x 2 = 0 + 0
w2,4 (0 + 0) x 0 = 0 + 0
w2,5 (0 + 0) x 4 = 0 + 0
W2 = 0 + 0 =0.000 klf
Point Load (P1)
D L Trib.1 Trib.2 TAG:
p1,1 ( + ) x 0.00 x 0.00 = 0 + 0 0
p1,2 ( + ) x 0 x 0 = 0 + 0 0
p1,3 ( + ) x 0 x 0 = 0 + 0 0
p1,4 ( + ) x 0 x 0 = 0 + 0
p1,5 ( + )0 0 = 0 + 0 X1 (ft) X2 (ft)
P1 = 0 + 0 =0.00 kips 0 8
Point Load (P2)
D L Trib.1 Trib.2 TAG:
p2,1 (+ )x 0 x 0 = 0 + 0 0
p2,2 (+ )x 0 x 0 = 0 + 0 0
p2,4 (+) x 0 x 0 = 0 + 0 0
p2,4 (+) x 0 x 0 = 0 + 0
p2,5 (+)0 0 = 0 + 0 X3 (ft) X4 (ft)
P2 = 0 + 0 =0.00 kips 0 8
Shea
R1= 1.049 kips
R2= -1.049 kips Stress Ratio
Vmax= 1.05 kips allow.=3.81 x 1 = 3.8063 kips OK .28
Flexure
M= 2.098 k-ft Mallow.=3.74 x 1 = 3.7369 k-ft OK .56
Deflection
D =D w1 + Dw2 + D p1 + Dp2
D (D+L)= 0.136 + 0.000 + 0.000 + 0.000 = 0.14 = L < L OK deflection:.25
706 180
0.136 + 0
D (L Only)= 0.068 + 0 + 0 +0 = 0.07 = L L OK deflection:.17
1408 240
USE:1- 4X8
shear:
2/7/25 12:00 AM
H4
0
0
0
0
flexure:
0
17
FOUNDATION KEYPLAN
CF-1
6.60 K
CF-2
5.76 K
CF-3
5.03 K
18
ARCHITECT CASTILLO ENGINEERING JOB 2118 W DEHL LN
324 East South Street, Long Beach, CA 90805
ENGR. MC DATE JOB NO. 25-185 SHEET NO.
CONTINUOUS FOOTINGS
CF- 1
LOADING:TRIB.
( + ) x ft = +
( + ) x ft = +
( + ) x ft = +
w = + =plf
B= plf = ft
psf USE:
CF- 2
LOADING:TRIB.
( + ) x ft = +
( + ) x ft = +
( + ) x ft = +
w = + =plf
B= plf = ft
psf USE:
CF- 3
LOADING:TRIB.
( + ) x ft = +
( + ) x ft = +
( + ) x ft = +
w = + =plf
B= plf = ft
psf USE:
226.83
16
180.23
4015 0
WALL: 9.08
2/7/2025
20
D L
ROOF:
FLOOR:
15 2.33
1500
226.83
145.28
46.6
0
0
34.95
0
46.6
0
0
0.15
D L
6.5815 20
15
145.28
98.7
WALL: 16 0 9.08
FLOOR: 40 0
ROOF:
1'-0" WIDE FTG.1500
505.78
145.28 0
505.78 0.34
299.78 206
9.08
375.58 0.25
1500
ROOF: 15
D L
20
1'-0" WIDE FTG.
0 0 0
10.3
131.6
131.6
0
0
243.98
206
1'-0" WIDE FTG.
375.58
FLOOR:
WALL:
40
154.5
15
16 0
F-CONTINUOUS FOOTINGS-1500
19
ARCHITECT Castillo Engineering, Inc.PROJECT 2118 W DEHL LN
1147 E. Market Street
Long Beach, CA 90805
ENGR. MC DATE JOB NO. 25-185 SHEET NO.
iven:
h1 = 24 in.d = 3.in.D L TRIB D L
w1 1 20 2.3 = 34.9 + 46.
h2 = 8 in.W = 12 in.1 40 0 = 0 + 0
16 0 9.0 = 145.+ 0
H = 32 in.180.+ 46.= 226.pl
Area = 810 in.2 L = 67.5 in.
5.625 ft.2 = 5.63 ft.
Conc. Wt. = 150 x 12 x 8 /144 = 100 plf
Abv. Grad
= 326.pl
qa = 1500 ps
Pa = 1500 5.63 = 8.44 kips Pload = 327 5.63 = 1.84 kips
CAPACITY
Pnet = 8.44 - 1.84 = 6.60 kips
Pnet = 6.60 kips
2/10/2025
wuniform
CF-1 FOOTING CAPACITY
20
ARCHITECT Castillo Engineering, Inc.PROJECT 2118 W DEHL LN
1147 E. Market Street
Long Beach, CA 90805
ENGR. MC DATE JOB NO. 25-185 SHEET NO.
iven:
h1 = 24 in.d = 3.in.D L TRIB D L
w1 1 20 6.5 = 98.+ 131.
h2 = 8 in.W = 12 in.1 40 0 = 0 + 0
16 0 9.0 = 145.+ 0
H = 32 in.24 + 131.= 375.pl
Area = 810 in.2 L = 67.5 in.
5.625 ft.2 = 5.63 ft.
Conc. Wt. = 150 x 12 x 8 /144 = 100 plf
Abv. Grad
= 475.pl
qa = 1500 ps
Pa = 1500 5.63 = 8.44 kips Pload = 476 5.63 = 2.68 kips
CAPACITY
Pnet = 8.44 - 2.68 = 5.76 kips
Pnet = 5.76 kips
2/10/2025
wuniform
CF-2 FOOTING CAPACITY
21
ARCHITECT Castillo Engineering, Inc.PROJECT 2118 W DEHL LN
1147 E. Market Street
Long Beach, CA 90805
ENGR. MC DATE JOB NO. 25-185 SHEET NO.
iven:
h1 = 24 in.d = 3.in.D L TRIB D L
w1 1 20 10.= 154.+ 20
h2 = 8 in.W = 12 in.1 40 0 = 0 + 0
16 0 9.0 = 145.+ 0
H = 32 in.299.+ 20 = 505.pl
Area = 810 in.2 L = 67.5 in.
5.625 ft.2 = 5.63 ft.
Conc. Wt. = 150 x 12 x 8 /144 = 100 plf
Abv. Grad
= 605.pl
qa = 1500 ps
Pa = 1500 5.63 = 8.44 kips Pload = 606 5.63 = 3.41 kips
CAPACITY
Pnet = 8.44 - 3.41 = 5.03 kips
Pnet = 5.03 kips
2/10/2025
wuniform
CF-3 FOOTING CAPACITY
22
ASCE Hazards Report
Address:
2118 W Dahl Ln
Santa Ana, California
92704
Standard:ASCE/SEI 7-22 Latitude:33.731735
Risk Category:II Longitude:-117.897461
Soil Class:Default Elevation:62.283457849369796 ft
(NAVD 88)
Wind
Results:
Wind Speed 95 Vmph
10-year MRI 66 Vmph
25-year MRI 72 Vmph
50-year MRI 76 Vmph
100-year MRI 81 Vmph
300-year MRI 89 Vmph
700-year MRI 95 Vmph
1,700-year MRI 101 Vmph
3,000-year MRI 106 Vmph
10,000-year MRI 115 Vmph
100,000-year MRI 133 Vmph
1,000,000-year MRI 151 Vmph
Data Source: ASCE/SEI 7-22, Fig. 26.5-1B and Figs. CC.2-1–CC.2-4,
and Section 26.5.2Date Accessed: Fri Feb 07 2025
Page 1 of 5https://ascehazardtool.org/Fri Feb 07 202523
Value provided is 3-second gust wind speeds at 33 ft above ground for Exposure C Category, based on linear
interpolation between contours. Wind speeds are interpolated in accordance with the 7-22 Standard. Wind speeds
correspond to approximately a 7% probability of exceedance in 50 years (annual exceedance probability =
0.00143, MRI = 700 years). Values for 10-year MRI, 25-year MRI, 50-year MRI and 100-year MRI are Service
Level wind speeds, all other wind speeds are Ultimate wind speeds.
Site is not in a hurricane-prone region as defined in ASCE/SEI 7-22 Section 26.2.
Page 2 of 5https://ascehazardtool.org/Fri Feb 07 202524
PGA M : 0.67
SMS : 1.74
SM1 : 1.23
SDS : 1.16
SD1 : 0.82
T L : 8
SS : 1.49
S1 : 0.55
VS30 : 260
Seismic Design Category:D
Multi-Period Design Spectrum
S (g) vs T(s)a
Multi-Period MCE SpectrumR
S (g) vs T(s)a
Two-Period Design Spectrum
S (g) vs T(s)a
Two-Period MCE SpectrumR
S (g) vs T(s)a
Design Vertical Response Spectrum
Vertical ground motion data has not yet been made
available by USGS.
MCE Vertical Response SpectrumR
Vertical ground motion data has not yet been made
available by USGS.
Seismic
DefaultSite Soil Class:
Results:
Page 3 of 5https://ascehazardtool.org/Fri Feb 07 202525
Data Accessed: Fri Feb 07 2025
Date Source:
USGS Seismic Design Maps based on ASCE/SEI 7-22 and ASCE/SEI 7-22 Table 1.5-2. Additional data for
site-specific ground motion procedures in accordance with ASCE/SEI 7-22 Ch. 21 are available from USGS.
Page 4 of 5https://ascehazardtool.org/Fri Feb 07 202526
Snow
Results:
Ground Snow Load, p : 3 lb/ftg
2
20-year MRI Value: 1 lb/ft^2
Winter Wind Parameter: 0.25
Mapped Elevation: 65.4 ft
Data Source: ASCE/SEI 7-22, Figures 7.6-1 and 7.6-2 A-D
Date Accessed: Fri Feb 07 2025
Values provided are ground snow loads. In areas
designated "case study required," extreme local
variations in ground snow loads preclude mapping at this
scale. Site-specific case studies are required to establish
ground snow loads at elevations not covered.
Snow load values are mapped to a 0.5 mile resolution.
This resolution can create a mismatch between the
mapped elevation and the site-specific elevation in
topographically complex areas. Engineers should consult
the local authority having jurisdiction in locations where
the reported ‘elevation’ and ‘mapped elevation’ differ
significantly from each other.
Ground Snow Loads for IRC only, p :g(asd)2.1 lb/ft
2
The ASCE Hazard Tool is provided for your convenience, for informational purposes only, and is provided “as is” and without warranties of any
kind. The location data included herein has been obtained from information developed, produced, and maintained by third party providers; or
has been extrapolated from maps incorporated in the ASCE standard. While ASCE has made every effort to use data obtained from reliable
sources or methodologies, ASCE does not make any representations or warranties as to the accuracy, completeness, reliability, currency, or
quality of any data provided herein. Any third-party links provided by this Tool should not be construed as an endorsement, affiliation,
relationship, or sponsorship of such third-party content by or from ASCE.
ASCE does not intend, nor should anyone interpret, the results provided by this Tool to replace the sound judgment of a competent
professional, having knowledge and experience in the appropriate field(s) of practice, nor to substitute for the standard of care required of such
professionals in interpreting and applying the contents of this Tool or the ASCE standard.
In using this Tool, you expressly assume all risks associated with your use. Under no circumstances shall ASCE or its officers, directors,
employees, members, affiliates, or agents be liable to you or any other person for any direct, indirect, special, incidental, or consequential
damages arising from or related to your use of, or reliance on, the Tool or any information obtained therein. To the fullest extent permitted by
law, you agree to release and hold harmless ASCE from any and all liability of any nature arising out of or resulting from any use of data
provided by the ASCE Hazard Tool.
Page 5 of 5https://ascehazardtool.org/Fri Feb 07 202527
PROJECT : PAGE :
CLIENT : DESIGN BY :
JOB NO. : DATE : 02/07/25 REVIEW BY :
INPUT DATA
Ex osure cate or (B, C or D)B
Importance factor I = 1.00 Category II
Basic wind speed V = 110 mph
Topographic factor Kzt =1 Flat
Building height to eave he =9.08 ft
Building height to ridge hr =13.91 ft
Building length L =32.66 ft
Building width B =21.58 ft
Effective area of components A =27.45465 ft2
DESIGN SUMMARY
Max horizontal force normal to building length, L, face = 5.95 kips X 0.6= 3.57 kips (ASD)
Max horizontal force normal to building length, B, face = 3.56 kips X 0.6= 2.13 kips (ASD)
Max total horizontal torsional load = 24.61 ft-kips
Max total upward force = 10.20 kips
ANALYSIS
Velocity pressure
qh = 0.00256 Kh Kzt Kd V2 I =18.43 psf
where: qh = velocity pressure at mean roof height, h.
Kh = velocity pressure exposure coefficient evaluated at height, h,= 0.70
Kd = wind directionality factor = 0.85
h = mean roof height = 11.50 ft
< 60 ft, [Satisfactory]
Design pressures for MWFRS
p = qh [(G Cpf )-(G Cpi )]
where: p = pressure in appropriate zone
G Cp f = product of gust effect factor and external pressure coefficient
G Cp i = product of gust effect factor and internal pressure coefficient
= 0.18 or -0.18
a = width of edge strips, MAX[ MIN(0.1B, 0.4h), 0.04B,3] =3.00 ft
Net Pressures (psf), Basic Load Cases Net Pressures (psf), Torsional Load Cases
24.12 0.00 24.12
(+GCp i ) (-GCp i )(+GCp i ) (-GCp i )(+GCp i ) (-GCp i )
1 0.54 6.68 13.31 0.40 4.05 10.69 1T 0.54 1.67 3.33
2 -0.32 -9.21 -2.57 -0.69 -16.03 -9.40 2T -0.32 -2.30 -0.64
3 -0.46 -11.79 -5.15 -0.37 -10.14 -3.50 3T -0.46 -2.95 -1.29
4 -0.41 -10.79 -4.15 -0.29 -8.66 -2.03 4T -0.41 -2.70 -1.04
1E 0.75 10.59 17.23 0.61 7.93 14.56 0.00
2E -0.52 -12.88 -6.24 -1.07 -23.04 -16.40
3E -0.62 -14.82 -8.19 -0.53 -13.09 -6.45 (+GCp i ) (-GCp i )
4E -0.57 -13.90 -7.26 -0.43 -11.24 -4.61 1T 0.40 1.01 2.67
5 -0.45 -11.61 -4.98 -0.45 -11.61 -4.98 2T -0.69 -4.01 -2.35
6 -0.45 -11.61 -4.98 -0.45 -11.61 -4.98 3T -0.37 -2.53 -0.88
4T -0.29 -2.17 -0.51
CASTILLO
Net Pressure withG Cp f
Wind Analysis for Low-rise Building, Based on ASCE 7-22 / IBC 2024 / CBC 2022
Roof angle =
G Cp f
Net Pressure with
25-185
2118 W DEHL LN
Surface
Roof angle =
G Cp f
Net Pressure with
Surface
Roof angle =
G Cp f
Net Pressure with
ENGINEERING
Surface
Roof angle =
28
Basic Load Cases in Transverse Direction Basic Load Cases in Longitudinal Direction
Area Area
(ft2)(+GCp i ) (-GCp i )(ft2)(+GCp i ) (-GCp i )
1 242 1.62 3.22 1 186 0.75 1.98
2 315 -2.90 -0.81 2 279 -4.47 -2.62
3 315 -3.71 -1.62 3 279 -2.83 -0.98
4 242 -2.61 -1.01 4 186 -1.61 -0.38
1E 54 0.58 0.94 1E 63 0.50 0.91
2E 71 -0.91 -0.44 2E 107 -2.47 -1.76
3E 71 -1.05 -0.58 3E 107 -1.40 -0.69
4E 54 -0.76 -0.40 4E 63 -0.70 -0.29
Horiz. 5.95 5.95 Horiz. 3.56 3.56
Vert. -7.83 -3.16 Vert. -10.20 -5.52
10 psf min.Horiz. 4.54 4.54 10 psf min.Horiz. 2.48 2.48
Sec. 6.1.4.1 Vert. -7.05 -7.05 Sec. 6.1.4.1 Vert. -7.05 -7.05
Torsional Load Cases in Transverse Direction Torsional Load Cases in Longitudinal Direction
Area Area
(ft2)(+GCp i ) (-GCp i ) (+GCp i ) (-GCp i )(ft2)(+GCp i ) (-GCp i ) (+GCp i ) (-GCp i )
1 94 0.63 1.25 4 8 1 61 0.25 0.66 1 2
2 122 -1.12 -0.31 -3 -1 2 171 -2.75 -1.61 9 5
3 122 -1.44 -0.63 4 2 3 171 -1.74 -0.60 -6 -2
4 94 -1.01 -0.39 7 3 4 61 -0.53 -0.12 1 0
1E 54 0.58 0.94 8 13 1E 63 0.50 0.91 4 7
2E 71 -0.91 -0.44 -5 -2 2E 107 -2.47 -1.76 8 6
3E 71 -1.05 -0.58 6 3 3E 107 -1.40 -0.69 -5 -2
4E 54 -0.76 -0.40 10 5 4E 63 -0.70 -0.29 5 2
1T 148 0.25 0.49 -2 -4 1T 124 0.13 0.33 -1 -2
2T 193 -0.44 -0.12 1 0 2T 279 -1.12 -0.66 -7 -4
3T 193 -0.57 -0.25 -2 -1 3T 279 -0.71 -0.24 5 2
4T 148 -0.40 -0.15 -3 -1 4T 124 -0.27 -0.06 -1 0
25 25 13.2 13.2
Design pressures for components and cladding
p = qh[ (G Cp) - (G Cpi)]
where: p = pressure on component
pmin = 10 psf (Sec. 6.1.4.2, pg 21)
G Cp = external pressure coefficient.
see table below
Effective
Area (ft2) GCP - GCP GCP - GCP GCP - GCP GCP - GCP GCP - GCP
Comp.27.45465 0.41 -0.86 0.41 -1.48 0.41 -2.34 0.92 -1.02 0.92 -1.25
Positive Negative Positive Negative Positive Negative Positive Negative Positive Negative
10.92 -19.10 10.92 -30.61 10.92 -46.39 20.32 -22.16 20.32 -26.27
Pressure
Surface Pressure (k) with
Zone 1 Zone 2
Total Horiz. Torsional Load, MT
Comp. & Cladding Zone 1
( psf )
Zone 3 Zone 4Zone 2
Torsion (ft-k)
Total Horiz. Torsional Load, MT
Zone 5
Zone 3 Zone 4 Zone 5
Pressure (k) withTorsion (ft-k)Surface
Surface Pressure (k) withPressure (k) with
Surface
29
SEISMIC BASE SHEAR (ASCE7-22)
Latitude: 33.731735
Longitude: -117.89746
SITE CLASS:D (Table 20.3-1)ρ=1.3
R=6.5 (Table 12.2-1) Ie=1
(Section 21.4)
1.740 0
1.230 0
(11.4-3)
1.160
(11.4-4)
0.82 0.14138
0.7069
See on Figs. 22-14 through 22-17
0.02
21.000
0.75
0.196
W= Effective seismeic weight
(GOVERNS)
For S1 is equal to greater than 0.6g
0.095 W
0.643 W
0.178
0.232 W Strength Level
0.162 W Allowable Stress Design
𝑆=
𝑆
=
𝑆2 3 𝑆
𝑆=
𝑆2 3 𝑆
𝑆=
𝑇 𝐶ℎ
𝐶=
ℎ=
𝑥
𝑇
𝑉 𝐶𝑊
𝑉0.01𝑊
𝑉W
𝑉W
𝑉
𝑉
𝐶
𝑉 𝐶𝜌𝑊
𝑉 0.7𝑉
𝑇
𝑇
𝑇
30
SEISMIC ANALYSIS
WEIGHT
Level 1 W roof = 20 psf x 705 ft^2 =14.10 kips
W wall = 16 psf x 493 ft^2 =7.88 kips
WR 21.98 kips
BASE SHEAR
0.162 x 21.98 kips = 3.57 kips
F1=
DISTRIBUTION OF BASE SHEAR
1 Level
2 or more levels
W TOTAL
21.98 kips
5.063 psf
𝑽𝑩𝑨𝑺𝑬 𝑽 ∗ 𝑾𝑻𝑶𝑻𝑨𝑳
𝑉 𝑉 ∗ 𝑊=
𝑭𝒙 𝑽𝑩𝑨𝑺𝑬∗𝑾𝑿∗ 𝒉𝑻𝑶𝑻𝑨𝑳
𝑾𝟏∗ 𝒉𝟏𝑾𝟐∗𝒉𝟏 𝒉𝟐 ⋯𝑾𝒏∗ 𝒉𝑻𝑶𝑻𝑨𝑳
𝑽𝑩𝑨𝑺𝑬
𝑽 ∗ 𝑾𝑻𝑶𝑻𝑨𝑳
𝑨
31
32
SHEARWALL KEYPLAN
X1.1
X2.1
Y1.1
Y2.1
AREA: 705.05 SQ.FT.
PERIMETER: 108'-6"
X: 32'-8"
Y: 21'-7"
1.78 KIPS
1.78 KIPS 1.78 KIPS
1.78 KIPS
33
'X' DIRECTIONS
X1.1
X2.1
AREA: 352.52 SQ.FT.
AREA: 352.52 SQ.FT.
34
ARCHITECT JOB 1511 S ADAMS ST
CASTILLO ENGINEERING, INC.
1147 E. Market Street
ENGR. MC DATE:Long Beach, CA. 90805 JOB N 24-299 SHEET NO.
TAG:X1.1 ( 12.50 ft),( 0.00 ft)
FORCE:
SEISMIC GOVERNS
F1=kips Load Comb. :((0.6-.14SDS) D + 0.7 E
SDS : 1.22
SHEAR STRESS
X1.1 :L1= ft v= lbs = plf
:L2=ft ft
Ltotal=ft
OVERTURNING
height= 9.08 ft
MOT=x x 9 =k-f
ROOF:psf x ft =plf h/w= 0.73 OK
WALL:psf x ft =plf
w =plf Vallow= 340 PLF
MR=x 12.50 ^2/2 =k-ft USE:
TYPE 6 SHEARWALL
- 0.43 x =kips
kips OK USE:4 x 4 POST w/H.D.
12.50
SHEARWALL CALCULATIONS
1.78
12.50 1780 142
77
0.00 12.50
16.2
Tributary
12.50
WALL:X1.1
1.78 12.50
T= 16.2 17.40 0.70
HDU2
16 9 145
223
Tallow=2.31
February 7, 2025
12.50
0.223 17.40
Unit load
15 5
35
ARCHITECT JOB 1511 S ADAMS ST
CASTILLO ENGINEERING, INC.
1147 E. Market Street
ENGR. MC DATE:Long Beach, CA. 90805 JOB N 24-299 SHEET NO.
TAG:X2.1 ( 5.00 ft),( 0.00 ft)
FORCE:
SEISMIC GOVERNS
F1=kips Load Comb. :((0.6-.14SDS) D + 0.7 E
SDS : 1.22
SHEAR STRESS
X2.1 :L1= ft v= lbs = plf
:L2=ft ft
Ltotal=ft
OVERTURNING
height= 9.08 ft
MOT=x x 9 =k-f
ROOF:psf x ft =plf h/w= 1.82 OK
WALL:psf x ft =plf
w =plf Vallow= 510 PLF
MR=x 5.00 ^2/2 =k-ft USE:
TYPE 4 SHEARWALL
- 0.43 x =kips
kips OK USE:4 x 4 POST w/H.D.
5.00
SHEARWALL CALCULATIONS
1.78
5.00 1780 356
99
0.00 5.00
16.2
Tributary
5.00
WALL:X2.1
1.78 5.00
T= 16.2 3.05 2.97
HDU4
16 9 145
244
Tallow=3.42
February 7, 2025
5.00
0.244 3.05
Unit load
15 7
36
'Y' DIRECTIONS
Y1.1
Y2.1
AREA: 352.52 SQ.FT.AREA: 352.52 SQ.FT.
37
ARCHITECT JOB 1511 S ADAMS ST
CASTILLO ENGINEERING, INC.
1147 E. Market Street
ENGR. MC DATE:Long Beach, CA. 90805 JOB N 24-299 SHEET NO.
TAG:Y1.1 ( 9.83 ft),( 0.00 ft)
FORCE:
SEISMIC GOVERNS
F1=kips Load Comb. :((0.6-.14SDS) D + 0.7 E
SDS : 1.22
SHEAR STRESS
Y1.1 :L1= ft v= lbs = plf
:L2=ft ft
Ltotal=ft
OVERTURNING
height= 9.08 ft
MOT=x x 9 =k-f
ROOF:psf x ft =plf h/w= 0.92 OK
WALL:psf x ft =plf
w =plf Vallow= 340 PLF
MR=x 9.83 ^2/2 =k-ft USE:
TYPE 6 SHEARWALL
- 0.43 x =kips
kips OK USE:4 x 4 POST w/H.D.
9.83
SHEARWALL CALCULATIONS
1.78
9.83 1780 181
30
0.00 9.83
16.2
Tributary
9.83
WALL:Y1.1
1.78 9.83
T= 16.2 8.47 1.27
HDU2
16 9 145
175
Tallow=2.31
February 7, 2025
9.83
0.175 8.47
Unit load
15 2
38
ARCHITECT JOB 1511 S ADAMS ST
CASTILLO ENGINEERING, INC.
1147 E. Market Street
ENGR. MC DATE:Long Beach, CA. 90805 JOB N 24-299 SHEET NO.
TAG:Y2.1 ( 4.93 ft),( 0.00 ft)
FORCE:
SEISMIC GOVERNS
F1=kips Load Comb. :((0.6-.14SDS) D + 0.7 E
SDS : 1.22
SHEAR STRESS
Y2.1 :L1= ft v= lbs = plf
:L2=ft ft
Ltotal=ft
OVERTURNING
height= 9.08 ft
MOT=x x 9 =k-f
ROOF:psf x ft =plf h/w= 1.84 OK
WALL:psf x ft =plf
w =plf Vallow= 510 PLF
MR=x 4.93 ^2/2 =k-ft USE:
TYPE 4 SHEARWALL
- 0.43 x =kips
kips OK USE:4 x 4 POST w/H.D.
4.93
SHEARWALL CALCULATIONS
1.78
4.93 1780 361
30
0.00 4.93
16.2
Tributary
4.93
WALL:Y2.1
1.78 4.93
T= 16.2 2.13 3.09
HDU4
16 9 145
175
Tallow=3.42
February 7, 2025
4.93
0.175 2.13
Unit load
15 2
39
CHAPTER 4
RESIDENTIAL MANDATORY MEASURES
DIVISION 4.1 PLANNING AND DESIGN
DIVISION 4.3 WATER EFFICIENCY AND CONSERVATION
4.406 ENHANCED DURABILITY AND REDUCED MAINTENANCE
4.406.1 RODENT PROOFING. Annular spaces around pipes, electric cables, conduits or other openings in
sole/bottom plates at exterior walls shall be protected against the passage of rodents by closing such
openings with cement mortar, concrete masonry or a similar method acceptable to the enforcing
agency.
4.408 CONSTRUCTION WASTE REDUCTION, DISPOSAL AND RECYCLING
4.408.1 CONSTRUCTION WASTE MANAGEMENT. Recycle and/or salvage for reuse a minimum of 65
percent of the non-hazardous construction and demolition waste in accordance with either Section
4.408.2, 4.408.3 or 4.408.4, or meet a more stringent local construction and demolition waste
management ordinance.
Exceptions:
1. Excavated soil and land-clearing debris.
2. Alternate waste reduction methods developed by working with local agencies if diversion or
recycle facilities capable of compliance with this item do not exist or are not located reasonably
close to the jobsite.
3. The enforcing agency may make exceptions to the requirements of this section when isolated
jobsites are located in areas beyond the haul boundaries of the diversion facility.
4.408.2 CONSTRUCTION WASTE MANAGEMENT PLAN. Submit a construction waste management plan
in conformance with Items 1 through 5. The construction waste management plan shall be updated as
necessary and shall be available during construction for examination by the enforcing agency.
1. Identify the construction and demolition waste materials to be diverted from disposal by recycling,
reuse on the project or salvage for future use or sale.
2. Specify if construction and demolition waste materials will be sorted on-site (source separated) or
bulk mixed (single stream).
3. Identify diversion facilities where the construction and demolition waste material collected will be
taken.
4. Identify construction methods employed to reduce the amount of construction and demolition waste
generated.
5. Specify that the amount of construction and demolition waste materials diverted shall be calculated
by weight or volume, but not by both.
4.408.3 WASTE MANAGEMENT COMPANY. Utilize a waste management company, approved by the
enforcing agency, which can provide verifiable documentation that the percentage of construction and
demolition waste material diverted from the landfill complies with Section 4.408.1.
Note: The owner or contractor may make the determination if the construction and demolition waste
materials will be diverted by a waste management company.
4.408.4 WASTE STREAM REDUCTION ALTERNATIVE [LR]. Projects that generate a total combined
weight of construction and demolition waste disposed of in landfills, which do not exceed 3.4
lbs./sq.ft. of the building area shall meet the minimum 65% construction waste reduction requirement in
Section 4.408.1
4.408.4.1 WASTE STREAM REDUCTION ALTERNATIVE. Projects that generate a total combined
weight of construction and demolition waste disposed of in landfills, which do not exceed 2 pounds
per square foot of the building area, shall meet the minimum 65% construction waste reduction
requirement in Section 4.408.1
4.408.5 DOCUMENTATION. Documentation shall be provided to the enforcing agency which demonstrates
compliance with Section 4.408.2, items 1 through 5, Section 4.408.3 or Section 4.408.4..
Notes:
1. Sample forms found in "A Guide to the California Green Building Standards Code
(Residential)" located at www.hcd.ca.gov/CALGreen.html may be used to assist in
documenting compliance with this section.
2. Mixed construction and demolition debris (C & D) processors can be located at the California
Department of Resources Recycling and Recovery (CalRecycle).
4.410 BUILDING MAINTENANCE AND OPERATION
4.410.1 OPERATION AND MAINTENANCE MANUAL. At the time of final inspection, a manual, compact
disc, web-based reference or other media acceptable to the enforcing agency which includes all of the
following shall be placed in the building:
1. Directions to the owner or occupant that the manual shall remain with the building throughout the
life cycle of the structure.
2. Operation and maintenance instructions for the following:
a. Equipment and appliances, including water-saving devices and systems, HVAC systems,
photovoltaic systems, electric vehicle chargers, water-heating systems and other major
appliances and equipment.
b. Roof and yard drainage, including gutters and downspouts.
c. Space conditioning systems, including condensers and air filters.
d. Landscape irrigation systems.
e. Water reuse systems.
3. Information from local utility, water and waste recovery providers on methods to further reduce
resource consumption, including recycle programs and locations.
4. Public transportation and/or carpool options available in the area.
5. Educational material on the positive impacts of an interior relative humidity between 30-60 percent
and what methods an occupant may use to maintain the relative humidity level in that range.
6. Information about water-conserving landscape and irrigation design and controllers which conserve
water.
7. Instructions for maintaining gutters and downspouts and the importance of diverting water at least 5
feet away from the foundation.
8. Information on required routine maintenance measures, including, but not limited to, caulking,
painting, grading around the building, etc.
9. Information about state solar energy and incentive programs available.
10. A copy of all special inspections verifications required by the enforcing agency or this code.
11. Information from the Department of Forestry and Fire Protection on maintenance of defensible
space around residential structures.
12. Information and/or drawings identifying the location of grab bar reinforcements.
4.410.2 RECYCLING BY OCCUPANTS. Where 5 or more multifamily dwelling units are constructed on a
building site, provide readily accessible area(s) that serves all buildings on the site and are identified for the
depositing, storage and collection of non-hazardous materials for recycling, including (at a minimum) paper,
corrugated cardboard, glass, plastics, organic waster, and metals, or meet a lawfully enacted local recycling
ordinance, if more restrictive.
Exception: Rural jurisdictions that meet and apply for the exemption in Public Resources Code Section
42649.82 (a)(2)(A) et seq. are note required to comply with the organic waste portion of
this section.
DIVISION 4.4 MATERIAL CONSERVATION AND RESOURCE
EFFICIENCY
DIVISION 4.5 ENVIRONMENTAL QUALITY
4.303 INDOOR WATER USE
4.303.1 WATER CONSERVING PLUMBING FIXTURES AND FITTINGS. Plumbing fixtures (water closets and
urinals) and fittings (faucets and showerheads) shall comply with the sections 4.303.1.1, 4.303.1.2, 4.303.1.3,
and 4.303.4.4.
Note: All noncompliant plumbing fixtures in any residential real property shall be replaced with water-conserving
plumbing fixtures. Plumbing fixture replacement is required prior to issuance of a certificate of final
completion, certificate of occupancy, or final permit approval by the local building department. See Civil
Code Section 1101.1, et seq., for the definition of a noncompliant plumbing fixture, types of residential
buildings affected and other important enactment dates.
4.303.1.1 Water Closets. The effective flush volume of all water closets shall not exceed 1.28 gallons per
flush. Tank-type water closets shall be certified to the performance criteria of the U.S. EPA WaterSense
Specification for Tank-type Toilets.
Note: The effective flush volume of dual flush toilets is defined as the composite, average flush volume
of two reduced flushes and one full flush.
4.303.1.2 Urinals. The effective flush volume of wall mounted urinals shall not exceed 0.125 gallons per flush.
The effective flush volume of all other urinals shall not exceed 0.5 gallons per flush.
4.303.1.3 Showerheads.
4.303.1.3.1 Single Showerhead. Showerheads shall have a maximum flow rate of not more than 1.8
gallons per minute at 80 psi. Showerheads shall be certified to the performance criteria of the U.S. EPA
WaterSense Specification for Showerheads.
4.303.1.3.2 Multiple showerheads serving one shower. When a shower is served by more than one
showerhead, the combined flow rate of all the showerheads and/or other shower outlets controlled by
a single valve shall not exceed 1.8 gallons per minute at 80 psi, or the shower shall be designed to only
allow one shower outlet to be in operation at a time.
Note: A hand-held shower shall be considered a showerhead.
4.303.1.4 Faucets.
4.303.1.4.1 Residential Lavatory Faucets. The maximum flow rate of residential lavatory faucets shall
not exceed 1.2 gallons per minute at 60 psi. The minimum flow rate of residential lavatory faucets shall
not be less than 0.8 gallons per minute at 20 psi.
4.303.1.4.2 Lavatory Faucets in Common and Public Use Areas. The maximum flow rate of lavatory
faucets installed in common and public use areas (outside of dwellings or sleeping units) in residential
buildings shall not exceed 0.5 gallons per minute at 60 psi.
4.303.1.4.3 Metering Faucets. Metering faucets when installed in residential buildings shall not deliver
more than 0.2 gallons per cycle.
4.303.1.4.4 Kitchen Faucets. The maximum flow rate of kitchen faucets shall not exceed 1.8 gallons
per minute at 60 psi. Kitchen faucets may temporarily increase the flow above the maximum rate, but not
to exceed 2.2 gallons per minute at 60 psi, and must default to a maximum flow rate of 1.8 gallons per
minute at 60 psi.
Note: Where complying faucets are unavailable, aerators or other means may be used to achieve
reduction.
4.303.1.4.5 Pre-rinse spray valves.
When installed, shall meet the requirements in the California Code of Regulations, Title 20 (Appliance
Efficiency Regulations), Sections 1605.1 (h)(4) Table H-2, Section 1605.3 (h)(4)(A), and Section 1607
(d)(7) and shall be equipped with an integral automatic shutoff.
FOR REFERENCE ONLY: The following table and code section have been reprinted from the California
Code of Regulations, Title 20 (Appliance Efficiency Regulations),Section 1605.1 (h)(4) and Section
1605.3 (h)(4)(A).
Title 20 Section 1605.3 (h)(4)(A): Commercial prerinse spray values manufactured on or after January
1, 2006, shall have a minimum spray force of not less than 4.0 ounces-force (ozf)[113 grams-force(gf)]
4.303.2 Submeters for multifamily buildings and dwelling units in mixed-used residential/commercial
buildings.
Submeters shall be installed to measure water usage of individual rental dwelling units in accordance with the
California Plumbing Code.
4.303.3 Standards for plumbing fixtures and fittings. Plumbing fixtures and fittings shall be installed in
accordance with the California Plumbing Code, and shall meet the applicable standards referenced in Table
1701.1 of the California Plumbing Code.
TABLE - MAXIMUM FIXTURE WATER USE
FIXTURE TYPE FLOW RATE
SHOWER HEADS (RESIDENTIAL)1.8 GMP @ 80 PSI
LAVATORY FAUCETS (RESIDENTIAL)MAX. 1.2 GPM @ 60 PSI MIN. 0.8 GPM @ 20
PSI
LAVATORY FAUCETS IN COMMON & PUBLIC
USE AREAS 0.5 GPM @ 60 PSI
KITCHEN FAUCETS 1.8 GPM @ 60 PSI
METERING FAUCETS 0.2 GAL/CYCLE
WATER CLOSET 1.28 GAL/FLUSH
URINALS 0.125 GAL/FLUSH
4.304 OUTDOOR WATER USE
4.304.1 OUTDOOR POTABLE WATER USE IN LANDSCAPE AREAS. Residential developments shall comply with
a local water efficient landscape ordinance or the current California Department of Water Resources' Model Water
Efficient Landscape Ordinance (MWELO), whichever is more stringent.
NOTES:
1. The Model Water Efficient Landscape Ordinance (MWELO) is located in the California Code Regulations,
Title 23, Chapter 2.7, Division 2. MWELO and supporting documents, including water budget calculator, are
available at: https://www.water.ca.gov/
ABBREVIATION DEFINITIONS:
HCD Department of Housing and Community Development
BSC California Building Standards Commission
DSA-SS Division of the State Architect, Structural Safety
OSHPD Office of Statewide Health Planning and Development
LR Low Rise
HR High Rise
AA Additions and Alterations
N New
NOTE:
THIS TABLE COMPILES THE DATA IN SECTION 4.303.1, AND IS INCLUDED AS A
CONVENIENCE FOR THE USER.
SECTION 4.102 DEFINITIONS
4.102.1 DEFINITIONS
The following terms are defined in Chapter 2 (and are included here for reference)
FRENCH DRAIN. A trench, hole or other depressed area loosely filled with rock, gravel, fragments of brick or similar
pervious material used to collect or channel drainage or runoff water.
WATTLES. Wattles are used to reduce sediment in runoff. Wattles are often constructed of natural plant materials
such as hay, straw or similar material shaped in the form of tubes and placed on a downflow slope. Wattles are also
used for perimeter and inlet controls.
4.106 SITE DEVELOPMENT
4.106.1 GENERAL. Preservation and use of available natural resources shall be accomplished through evaluation
and careful planning to minimize negative effects on the site and adjacent areas. Preservation of slopes,
management of storm water drainage and erosion controls shall comply with this section.
4.106.2 STORM WATER DRAINAGE AND RETENTION DURING CONSTRUCTION. Projects which disturb less
than one acre of soil and are not part of a larger common plan of development which in total disturbs one acre
or more, shall manage storm water drainage during construction. In order to manage storm water drainage
during construction, one or more of the following measures shall be implemented to prevent flooding of adjacent
property, prevent erosion and retain soil runoff on the site.
1. Retention basins of sufficient size shall be utilized to retain storm water on the site.
2. Where storm water is conveyed to a public drainage system, collection point, gutter or similar
disposal method, water shall be filtered by use of a barrier system, wattle or other method approved
by the enforcing agency.
3. Compliance with a lawfully enacted storm water management ordinance.
Note: Refer to the State Water Resources Control Board for projects which disturb one acre or more of soil, or
are part of a larger common plan of development which in total disturbs one acre or more of soil.
(Website: https://www.waterboards.ca.gov/water_issues/programs/stormwater/construction.html)
4.106.3 GRADING AND PAVING. Construction plans shall indicate how the site grading or drainage system will
manage all surface water flows to keep water from entering buildings. Examples of methods to manage surface
water include, but are not limited to, the following:
1. Swales
2. Water collection and disposal systems
3. French drains
4. Water retention gardens
5. Other water measures which keep surface water away from buildings and aid in groundwater
recharge.
Exception: Additions and alterations not altering the drainage path.
4.106.4 Electric vehicle (EV) charging for new construction. New construction shall comply with Section 4.106.4.1
or 4.106.4.2. Electric vehicle supply equipment (EVSE) shall comply with the California Electrical Code.
Exceptions:
1. On a case-by-case basis, where the local enforcing agency has determined EV charging and
infrastructure are not feasible based upon one or more of the following conditions:
1.1 Where there is no local utility power supply or the local utility is unable to supply adequate
power.
1.2 Where there is evidence suitable to the local enforcing agency substantiating that additional
local utility infrastructure design requirements, directly related to the implementation of Section
4.106.4, may adversely impact the construction cost of the project.
2. Accessory Dwelling Units (ADU) and Junior Accessory Dwelling Units (JADU) without additional
parking facilities.
4.106.4.1 New one- and two-family dwellings and townhouses with attached private garages. For each
dwelling unit, install a listed raceway to accommodate a dedicated 208/240-volt branch circuit. The raceway
shall not be less than trade size 1 (nominal 1-inch inside diameter). The raceway shall originate at the main
service or subpanel and shall terminate into a listed cabinet, box or other enclosure in close proximity to the
proposed location of an EV charger. Raceways are required to be continuous at enclosed, inaccessible or
concealed areas and spaces. The service panel and/or subpanel shall provide capacity to install a 40-ampere
208/240-volt minimum dedicated branch circuit and space(s) reserved to permit installation of a branch circuit
overcurrent protective device.
Exemption: A raceway is not required if a minimum 40-ampere 208/240-volt dedicated EV branch circuit is
installed in close proximity to the proposed location of an EV charger at the time of original construction in
accordance with the California Electrical Code.
4.106.4.1.1 Identification. The service panel or subpanel circuit directory shall identify the overcurrent
protective device space(s) reserved for future EV charging as "EV CAPABLE". The raceway termination
location shall be permanently and visibly marked as "EV CAPABLE".
CHAPTER 3
GREEN BUILDING
SECTION 301 GENERAL
301.1 SCOPE. Buildings shall be designed to include the green building measures specified as mandatory in
the application checklists contained in this code. Voluntary green building measures are also included in the
application checklists and may be included in the design and construction of structures covered by this code,
but are not required unless adopted by a city, county, or city and county as specified in Section 101.7.
301.1.1 Additions and alterations. [HCD] The mandatory provisions of Chapter 4 shall be applied to
additions or alterations of existing residential buildings where the addition or alteration increases the
building's conditioned area, volume, or size. The requirements shall apply only to and/or within the
specific area of the addition or alteration.
The mandatory provision of Section 4.106.4.2 may apply to additions or alterations of existing parking
facilities or the addition of new parking facilities serving existing multifamily buildings. See Section
4.106.4.3 for application.
Note: Repairs including, but not limited to, resurfacing, restriping and repairing or maintaining existing
lighting fixtures are not considered alterations for the purpose of this section.
Note: On and after January 1, 2014, residential buildings undergoing permitted alterations, additions, or
improvements shall replace noncompliant plumbing fixtures with water-conserving plumbing fixtures.
Plumbing fixture replacement is required prior to issuance of a certificate of final completion, certificate
of occupancy or final permit approval by the local building department. See Civil Code Section 1101.1,
et seq., for the definition of a noncompliant plumbing fixture, types of residential buildings affected and
other important enactment dates.
301.2 LOW-RISE AND HIGH-RISE RESIDENTIAL BUILDINGS. [HCD] The provisions of
individual sections of CALGreen may apply to either low-rise residential buildings high-rise residential
buildings, or both. Individual sections will be designated by banners to indicate where the section applies
specifically to low-rise only (LR) or high-rise only (HR). When the section applies to both low-rise and
high-rise buildings, no banner will be used.
SECTION 302 MIXED OCCUPANCY BUILDINGS
302.1 MIXED OCCUPANCY BUILDINGS. In mixed occupancy buildings, each portion of a building
shall comply with the specific green building measures applicable to each specific occupancy.
Exceptions:
1. [HCD] Accessory structures and accessory occupancies serving residential buildings shall
comply with Chapter 4 and Appendix A4, as applicable.
2. [HCD] For purposes of CALGreen, live/work units, complying with Section 419 of the California
Building Code, shall not be considered mixed occupancies. Live/Work units shall comply with
Chapter 4 and Appendix A4, as applicable.
4.106.4.2 New multifamily dwellings, hotels and motels and new residential parking facilities.
When parking is provided, parking spaces for new multifamily dwellings, hotels and motels shall meet the
requirements of Section 4.106.4.2.2. Calculations for spaces shall be rounded up to the nearest whole number. A
parking space served by electric vehicle supply equipment or designed as an EV charging space shall count as at
least one standard automobile parking space only for the purpose of complying with any applicable minimum parking
space requirements established by a local jurisdiction. See Vehicle Code Section 22511.2 for further details.
4.106.4.2.1 Reserved.
4.106.4.2.2 Multifamily dwellings, hotels and motels
1. EV ready parking spaces with receptacles.
a. Hotels and motels. Forty (40) percent of the total number of parking spaces shall be equipped
with low power Level 2 EV charging receptacles.
b. Multifamily parking facilities. Forty (40) percent of the total number of parking spaces shall be
equipped with low power Level 2 EV charging receptacles. EV charging receptacles required by
this section shall be located in at least one assigned parking space per dwelling unit where
assigned parking is provided but need not exceed forty (40) percent of the total number of assigned
parking spaces provided on the site.
Exception: Areas of parking facilities served by parking lifts, including but not limited to
automated mechanical-access open parking garages as defined in the California Building
Code; or parking facilities otherwise incapable of supporting electric vehicle charging.
c. Receptacle power source. EV charging receptacles in multifamily parking facilities shall be
provided with a dedicated branch circuit connected to the dwelling unit’s electrical panel, unless
determined as infeasible by the project builder or designer and subject to concurrence of the local
enforcing agency.
Exception: Areas of parking facilities served by parking lifts, including but not limited to
automated mechanical-access open parking garages as defined in the California Building
Code; or parking facilities otherwise incapable of supporting electric vehicle charging.
d. Receptacle configurations. 208/240V EV charging receptacles shall comply with one of
the following configurations:
1. For 20-ampere receptacles, NEMA 6-20R
2. For 30-ampere receptacles, NEMA 14-30R
3. For 50-ampere receptacles, NEMA 14-50R
2. EV ready parking spaces with EV chargers.
a. Hotels and motels. Ten (10) percent of the total number of parking spaces shall be equipped
with Level 2 EV chargers. At least fifty (50) percent of the required EV chargers shall be equipped
with J1772 connectors.
b. Multifamily parking facilities. Ten (10) percent of the total number of parking spaces shall be
equipped with Level 2 EV chargers. At least fifty (50) percent of the required EV chargers shall be
equipped with J1772 connectors. Where common use parking or unassigned parking is provided,
EV chargers shall be located in common use or unassigned parking areas and shall be available
for use by all residents or guests.
Where low power Level 2 EV charging receptacles or Level 2 EV chargers are installed beyond
the minimum required, an automatic load management system (ALMS) may be used to reduce
the maximum required electrical capacity to each space served by the ALMS. The electrical system
and any on-site distribution transformers shall have sufficient capacity to deliver at least 3.3 kW
simultaneously to each EV charging station (EVCS) served by the ALMS. The branch circuit shall
have a minimum capacity of 40 amperes, and installed EV chargers shall have a capacity of not
less than 30 amperes.
4.106.4.2.2.1 Electric vehicle charging stations (EVCS).
Electric vehicle charging stations required by Section 4.106.4.2.2, Item 2, with EV chargers installed shall
comply with Section 4.106.4.2.2.1.1.
Exception: Electric vehicle charging stations serving public accommodations, public housing, motels and hotels
shall not be required to comply with this section. See California Building Code, Chapter 11B, for applicable
requirements.
4.106.4.2.2.1.1 Electric vehicle charging stations (EVCS) spaces with EV chargers installed; dimensions
and location.
EVCS spaces shall be designed to comply with the following:
1.The minimum length of each EVCS space shall be 18 feet (5486 mm).
2.The minimum width of each EVCS space shall be 9 feet (2743 mm).
3.One in every 25 EVCS spaces, but not less than one, shall also have an 8-foot (2438 mm) wide minimum
aisle. A 5-foot (1524 mm) wide minimum aisle shall be permitted provided the minimum width of the
EVCS space is 12 feet (3658 mm). Surface slope for this EVCS space and the aisle shall not exceed 1
unit vertical in 48 units horizontal (2.083 percent slope) in any direction. These EVCS spaces shall also
comply with at least one of the following:
a. The EVCS space shall be located adjacent to an accessible parking space meeting the requirements
of the California Building Code, Chapter 11A, to allow use of the EV charger from the accessible parking
space.
b. The EVCS space shall be located on an accessible route, as defined in the California Building Code,
Chapter 2, to the building.
Exception: Electric vehicle charging stations designed and constructed in compliance with the California
Building Code, Chapter 11B, are not required to comply with Section 4.106.4.2.2.1.1.
4.106.4.2.2.1.2 Accessible electric vehicle charging station spaces.
In addition to the requirements in Section 4.106.4.2.2.1.1, all EV chargers, where installed, shall comply with the
accessibility provisions for EV chargers in the California Building Code, Chapter 11B. EV ready spaces and
EVCS in multifamily developments shall comply with California Building Code, Chapter 11A, Section 1109A.
4.106.4.2.3 Reserved.
4.106.4.2.4 Reserved.
4.106.4.2.5 Electric vehicle ready space signage.
Electric vehicle ready spaces shall be identified by signage or pavement markings, in compliance with Caltrans
Traffic Operations Policy Directive 13-01 (Zero Emission Vehicle Signs and Pavement Markings) or its
successor(s).
4.106.4.3 Electric vehicle charging for additions and alterations of parking facilities serving existing
multi-family buildings.
Where new parking facilities are added, or electrical systems or lighting of existing parking facilities are added or
altered and the work requires a building permit, ten (10) percent of the total number of parking spaces added or
altered shall be EV capable spaces to support future Level 2 electric vehicle supply equipment. The service panel
or subpanel circuit directory shall identify the overcurrent protective device space(s) reserved for
future EV charging purposes as “EV CAPABLE.”
Notes:
1.Construction documents are intended to demonstrate the project’s capability and capacity for facilitating future
EV charging.
2.There is no requirement for EV spaces to be constructed or available until EV chargers are installed for use.
SECTION 4.501 GENERAL
4.501.1 Scope
The provisions of this chapter shall outline means of reducing the quality of air contaminants that are odorous,
irritating and/or harmful to the comfort and well being of a building's installers, occupants and neighbors.
SECTION 4.502 DEFINITIONS
5.102.1 DEFINITIONS
The following terms are defined in Chapter 2 (and are included here for reference)
AGRIFIBER PRODUCTS. Agrifiber products include wheatboard, strawboard, panel substrates and door
cores, not including furniture, fixtures and equipment (FF&E) not considered base building elements.
COMPOSITE WOOD PRODUCTS. Composite wood products include hardwood plywood, particleboard and
medium density fiberboard. "Composite wood products" does not include hardboard, structural plywood,
structural panels, structural composite lumber, oriented strand board, glued laminated timber, prefabricated
wood I-joists or finger-jointed lumber, all as specified in California Code of regulations (CCR), title 17, Section
93120.1.
DIRECT-VENT APPLIANCE. A fuel-burning appliance with a sealed combustion system that draws all air for
combustion from the outside atmosphere and discharges all flue gases to the outside atmosphere.
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 (July 2024 Supplement)Y = YES
N/A =NOT APPLICABLE
RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER,
OWNER, CONTRACTOR, INSPECTOR ETC.)
4.201 GENERAL
4.201.1 SCOPE. For the purposes of mandatory energy efficiency standards in this code, the California Energy
Commission will continue to adopt mandatory standards.
DIVISION 4.2 ENERGY EFFICIENCY
TABLE H-2
STANDARDS FOR COMMERCIAL PRE-RINSE SPRAY
VALUES MANUFACTURED ON OR AFTER JANUARY 28, 2019
PRODUCT CLASS
[spray force in ounce force (ozf)]MAXIMUM FLOW RATE (gpm)
Product Class 1 (≤1.00
Product Class 2 (> 5.0 ozf and ≤1.20
Product Class 3 (> 8.0 ozf)1.28
ST
E
V
E
N
C
A
R
O
2120 W. Dahl Ln.
Santa Ana, 92704
21
2
0
W
.
D
a
h
l
L
n
.
Sa
n
t
a
A
n
a
,
9
2
7
0
4
NEW ADU
705 S.F.
3905 S. ROSS ST. #B
SANTA ANA CA. 92707
TEL. 714.585.0546
HL QUALITY PLANS
hlqualityplans@gmail.com
APN: 109-444-11
A0.1
CAL GREEN
BUILDING STANDARDS
G.C.
INSPECTOR
SHEET A-1.0
G.C.
INSPECTOR
SHEET A-1.0
G.C.
INSPECTOR
SHEET A-1.0
SHEET A-1.0
SHEET A-1.0
SHEET A-1.0
SHEET A-1.0
SHEET A-1.0
SHEET A-1.0
SHEET A-3.0
SHEET A-1.0
SHEET A-1.0
SHEET A-1.0
SHEET A-1.0
SHEET A-1.0
SHEET A-1.0
SHEET A-1.0
SHEET A-1.0
SHEET A-1.0
G.C.
INSPECTOR
G.C.
INSPECTOR
G.C.
INSPECTOR
G.C.
INSPECTOR
G.C.
INSPECTOR
G.C.
INSPECTOR
SHEET A-3.0
G.C.
INSPECTOR
SHEET A-3.0
G.C.
INSPECTOR
SHEET A-1.0
SHEET A-1.0
SHEET A-1.0
SHEET A-1.0
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.
Y N/AYN/AYN/AYN/A RESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
RESPON.
PARTY
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE
RESIDENTIAL MANDATORY MEASURES, SHEET 2 (July 2024 Supplement)Y = YES
N/A =NOT APPLICABLE
RESPON. PARTY =RESPONSIBLE PARTY (ie: ARCHITECT, ENGINEER,
OWNER, CONTRACTOR, INSPECTOR ETC.)
ST
E
V
E
N
C
A
R
O
2120 W. Dahl Ln.
Santa Ana, 92704
21
2
0
W
.
D
a
h
l
L
n
.
Sa
n
t
a
A
n
a
,
9
2
7
0
4
NEW ADU
705 S.F.
3905 S. ROSS ST. #B
SANTA ANA CA. 92707
TEL. 714.585.0546
HL QUALITY PLANS
hlqualityplans@gmail.com
APN: 109-444-11
A0.2
CAL GREEN
BUILDING STANDARDS
G.C.
INSPECTOR
SHEET A-1.0
SHEET A-3.0
G.C.
INSPECTOR
G.C.
INSPECTOR
G.C.
INSPECTOR
SHEET A-3.0
G.C.
INSPECTOR
SHEET A-3.0
G.C.
INSPECTOR
SHEET A-3.0
G.C.
SHEET A-3.0
G.C.
INSPECTOR
SHEET A-3.0
G.C.
INSPECTOR
SHEET A-3.0
INSPECTOR
G.C.
INSPECTOR
SHEET A-3.0
G.C.
INSPECTOR
SHEET A-3.0
G.C.
INSPECTOR
SHEET A-3.0
G.C.
INSPECTOR
SHEET A-3.0
G.C.
INSPECTOR
SHEET A-3.0
G.C.
INSPECTOR
SHEET A-3.0
G.C.
INSPECTOR
SHEET A-3.0
G.C.
INSPECTOR
SHEET A-3.0
G.C.
INSPECTOR
SHEET A-3.0
G.C.
INSPECTOR
SHEET A-3.0
G.C.
INSPECTOR
SHEET A-3.0
T24.1
TITLE 24
ST
E
V
E
N
C
A
R
O
2120 W. Dahl Ln.
Santa Ana, 92704
21
2
0
W
.
D
a
h
l
L
n
.
Sa
n
t
a
A
n
a
,
9
2
7
0
4
NEW ADU
705 S.F.
3905 S. ROSS ST. #B
SANTA ANA CA. 92707
TEL. 714.585.0546
HL QUALITY PLANS
hlqualityplans@gmail.com
APN: 109-444-11
T24.2
TITLE 24
ST
E
V
E
N
C
A
R
O
2120 W. Dahl Ln.
Santa Ana, 92704
21
2
0
W
.
D
a
h
l
L
n
.
Sa
n
t
a
A
n
a
,
9
2
7
0
4
NEW ADU
705 S.F.
3905 S. ROSS ST. #B
SANTA ANA CA. 92707
TEL. 714.585.0546
HL QUALITY PLANS
hlqualityplans@gmail.com
APN: 109-444-11
T24.3
TITLE 24
ST
E
V
E
N
C
A
R
O
2120 W. Dahl Ln.
Santa Ana, 92704
21
2
0
W
.
D
a
h
l
L
n
.
Sa
n
t
a
A
n
a
,
9
2
7
0
4
NEW ADU
705 S.F.
3905 S. ROSS ST. #B
SANTA ANA CA. 92707
TEL. 714.585.0546
HL QUALITY PLANS
hlqualityplans@gmail.com
APN: 109-444-11
SANTA ANA CITY COUNCIL
Mayor
vamezcua@santa-ana.org
Mayor Pro Tem, Ward 1
tphan@santa-ana.org
Ward 2
bvazquez@santa-ana.org
Ward 3
jessielopez@santa-ana.org
Ward 4
pbacerra@santa-ana.org
Ward 5
jryanhernandez@santa-ana.org
Ward 6
dpenaloza@santa-ana.org
MAYOR
Valerie Amezcua
MAYOR PRO TEM
Thai Viet Phan
COUNCILMEMBERS
Phil Bacerra
Johnathan Ryan Hernandez
Jessie Lopez
David Penaloza
Benjamin Vazquez
CITY OF SANTA ANA
PLANNING AND BUILDING AGENCY
20 Civic Center Plaza ● P.O. Box 1988
Santa Ana, California 92702
www.santa-ana.org
CITY MANAGER
Alvaro Nuñez
CITY ATTORNEY
Sonia R. Carvalho
CITY CLERK
Jennifer L. Hall
1/23/2025
Also sent via email to: hlqualityplans@gmail.com
Humberto Lopez
H.L. Quality Plans
3905 S. Ross St. #8
Santa Ana, CA 92707
Subject: Address Assignment for a new detached ADU located at 2118 W Dahl Lane (APN:
109-444-11) in Santa Ana, CA
Dear Humberto,
The City of Santa Ana Planning and Building Agency (PBA) is the responsible agency for legal
addressing within the City of Santa Ana’s jurisdiction. This letter confirms the address assignment
for a new detached ADU located at 2118 W Dahl Lane (APN: 109-444-11). Notice is hereby given
that the following assigned address(es) shall be posted onsite per the approved address plan,
attached hereto as Exhibit A.
Address(es) to be Activated/Posted
1. 2120 W Dahl Lane (Address for New Detached ADU)
To subdivide commercial and/or residential units into multiple units, a building permit (and all other
associated permits), plans, and inspection approvals by the PBA are required. Address(es) will
be verified during inspections by the Building Safety Division.
Please update your records accordingly. Should you have any questions, feel free to contact me
by phone at (714) 667-2709.
Sincerely,
Natalie Liu
Planning Technician
Address Letter for 2118 W Dahl Lane
Exhibit A – Address Plan
c:
Address Letter for 2118 W Dahl Lane
Vencent Quaglia, United States Post Office
Chris Tuiolosega, United States Post Office
Cipriano Corona, Marketing Manager, United States Post Office
Alex Alvarez, Postmaster Santa Ana, United States Post Office
Federal Express, Administration
Cathy Joseph, Garden Grove Unified School District
Christine Hy, Garden Grove Unified School District
Cathy Slader, Orange Unified School District
Ted Walstrom, Santa Ana Unified School District
Jeremy Cogan, Santa Ana Unified School District
Yvette Miranda, Santa Ana Unified School District
Cristina Bernal, Tustin Unified School District
Orange County Fire Authority
Neal Kelly, Registrar of Voters
Members, Board of Supervisors
Southern California Gas Company
Southern California Edison Company
Claude Parrish, County Assessor's Office
GIS
SAG, AT&T
UPS, Administration
City Manager’s Office
Beverly Martin, Police Community Services Specialist
Boris Duran, Police Systems Manager
Jennifer Arellano, Police Communications Manager
Chris Hubbard, Police Systems Support Analyst
Alejandra Gutierrez, Treasury & Customer Services Manager
Hector Jimenez, Revenue Supervisor
Alfonso Chavez, Utilities Customer Services Supervisor
Judson Brown, Housing Division Manager
Rudy Rosas, Deputy Public Works Director / City Engineer
Zdenek (Zed) Kekula, Principal Civil Engineer
Jason Kwak, Building Safety Manager
Evelyn LaRocca, Permit Services Principal
Kathy Hernandez, Permit Technician
Julie Amsden, Permit Technician
Ali Pezeshkpour, Planning Manager
Jerry Guevara, Senior Planner
Yvette Portugal, Code Enforcement Manager
Sergio Verino, Code Enforcement Principal
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
PCC-20
ISSUED: 7/1/2024 Page 1 of 1
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. ☐ ☐ The project property is NOT located on a FEMA designated flood zone (Zone A
or AE).
2. ☐ ☐ The total amount of soil being cut or filled on this project is less than 50 cubic
yards.
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.
2118 W Dahl Ln Santa Ana CA 92704 United States
5/3/2025 714-824-2587
Steven Caro
O R A N G E C O U N T Y F I R E A U T H O R I T Y
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 Applicant Certification.
Project Information
New Single Family Residence/Duplex Addition/Remodel ADU Other
Address:
Unit #: City or Unincorporated County Area: ZIP:
Scope of Work:
Existing
Area:
Area to
be Added:
Total Resulting
Area:
Stories: Area Added in Past 2 Years
(excluding this project):
Yes No Questionnaire OCFA Plan Type if “Yes”
1. New – Is this a new single family residence or duplex? *(PR160) Residential Site
with Water Availability
(PR400-402) Fire Sprinkler
2. ADU – Is this a new Accessory Dwelling Unit (ADU) on the same property as a house that already has
fire sprinklers or a house that will have fire sprinklers added as part of this project?
(PR400-402) Fire Sprinkler
3. Addition – Is this (A) an addition to a currently sprinklered building, or (B) an addition requiring a fire
sprinkler retrofit based on a threshold set by local ordinance?
(PR400-402) Fire Sprinkler
4. Distance – Is the most remote portion of the addition, ADU or other detached structure greater than
140-feet from the fire access roadway?
*(PR160) Residential Site
5. Total Area – Will the addition result in a total area of greater than 3,600 square feet (sf) for non-
sprinklered buildings, or greater than 6,200 sf for sprinklered buildings, including the area of all
enclosed spaces, such as garages, stairs, and detached structures separated by less than 10-feet?
*(PR160) Residential Site
with Water Availability
6. Remodel – Is this a remodel of a sprinklered building with a scope of work that includes adding or
removing any interior walls? Note: If “Yes”, then project must be evaluated by a C-16 licensed
contractor to determine if a fire sprinkler modification is needed.
(PR400-402) Fire Sprinkler
7. Detached Structure – Is this a new detached utility or accessory structure (not an ADU), such as a
garage, workshop, game room, pool house, barn, etc., requiring fire sprinklers based on a threshold
set by local ordinance?
*(PR160) Residential Site
(PR400-402) Fire Sprinkler
8. Gate – Is a gate being installed across a driveway or road that is designated as a fire department
access roadway, or a driveway or road that serves more than a single home/duplex?
(PR180) Gate
9. Methane – Is project located in or less than 100’ from a “Division of Oil, Gas, and Geothermal
Resources” (DOGGR) field boundary or well (active or abandoned), less than 300-feet from an oil/gas
seep, or less than 1000-feet from a landfill? (Note: For projects in Yorba Linda, this requirement only
applies to new homes, enclosed accessory structures, addition to existing structure greater than 1000
sf, and ADU’s).
*(PR160) Residential Site
*(PR172-174) Methane
Test/Mitigation Plans
10. Vegetation – Is the property/structure (A) on the perimeter of a community containing, or adjacent to
slopes or hills, or (B) adjacent to an open space or wildland area containing non-irrigated vegetation,
or (C) in a State Responsibility Area or Local Responsibility Area “Fire Hazard Severity Zone”, as
defined by the State, or (D) near an area that could be affected by a wildfire in the open space.
*(PR125) Fuel Modification
(PR182) Accessory
Structure
*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:_______________________________________ Signature:___________________________________________ Date:______________
Phone Number:_____________________________________________ Email:_____________________________________________________________
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
SFR
CITY OF SANTA ANA
Sp�TA .4
cm
�®sCH00���5��
Certificate of Compliance
Payment of School Facility Fees
Santa Ana Unified School District
Planning and Building Agency
5214-
Approved
&OR PERMIT ISSUANC
i i 1g wher-...F
---
Name (First, MI, Last)
y-
Sfe' eCn CICTC:
Telephone
'114
Master ID:
&, 4 - 258 -➢
Project Address
212 C W.Dah I Ln
Tract/Parcel
City, State, Zip Code
anin A L'�fX- , CA 9 Z T (.', 4
i 1
Name (First, Ml, Last)
Telephone
n
-
Use of Building (check)
Type of Project (check)
Residential d Commercial ❑ Senior Housing ❑
New 1� Addition ❑ Alteration ❑
[Description of Project
�; �'�� ��'i'C1C�'�Ct� ADU
Number of Square Feet of
Residential Space 305 Sq.Ft x $ 6 �
(Dev. Fee)
Number of Square Feet of
Commercial Space
Sq.Ft x $
(Dev. Fee)
Total $
Total $
lots4.05
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 shall automatically 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.
C4 V� �P
Applicant Name (Please Print) D e
Signat re
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.
R I �
San Ana Unified School Disi -act Authorized Representative
DISTRIBUTION
White - City/County
Canary - Applicant
Pink - Facilities
�Cl I s [ 2 s
Date