HomeMy WebLinkAbout2605 W Strawberry Ln #2 - 101118650 - PlanSHEET INDEX PROPERTY INFO
CONSULTANTS
BUILDING DATA
BUILDING CODES
LOT COVERAGE
ARCHITECTURAL DRAWINGS
STRUCTURAL DRAWINGS
VICINITY MAP
SCOPE OF WORK
STRAWBERRY RESIDENCE
2605 STRAWBERRY LANE #2
SANTA ANA, CA 92706
GARAGE CONVERT INTO ADU
GENERAL NOTES FLOOR NOTES
ROOF PLAN NOTES
ABBREVIATIONS
DOORS & EGRESS WINDOWS NOTES
SMOKE & CARBON MONOXIDE ALARMS NOTES
BUS STOP MAP
“ ”
“ ”
SQUARE FOOTAGE RATIO
T-1
TITLE
SHEET
SHEET NUMBER
SHEETSOF
REVISIONS
DRAWN :
CHECKED :
DATE :
JOB NO.
MARK DATE
23-10263
GA
GA
08 MAY 24
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TITLE
GA
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ST
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A
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S
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N
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Margarito Castillo, S.E.
PR
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:
26
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#
2
SA
N
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A
,
C
A
9
2
7
0
6
CONSTRUCTION SHALL CONFORM
TO THE ENGINEER. ALL
WORK. REPORT DISCREPANCIES
BEFORE PROCEEDING WITH THE
CHECK AND VERIFY ALL DIMENSIONS
TO THE C.B.C.
PROJECT:
ENGINEER:
CASTILLO ENGINEERING
324 E SOUTH AVE. LONG BEACH, CA 90805
T: 562-961-5600
WWW.CASTILLOENGINEERING.COM
Bldg# 101118650
APPROVALS
PLNG- PRaj
BLDG- CSG Consultants
POLICE- BMartin
2605 W Strawberry Ln #2
- 1011186506/26/2024
N1SITE PLAN
4'
-
0
"
4'-0"
P
O
R
C
H
75
.
5
0
S
Q
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F
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.
(E
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G
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#
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64
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0
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26
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5
S
T
R
A
W
B
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L
N
(E)
SINGLE FAMILY DWELLING
1,560.00 SQ.FT.
2%
5%
2%
5%
2%
5%
1 A-A SECTION2%5%
AA
5%5%
2%
2%
2%
2%2%2%2%
5%
5%
2%
5%
2%2%2%2%
5%
2%
5%
2%
GFCI
LEGEND
GAS
NOTES
GA
S
GASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGASGAS
GAS
GAS
GAS
GAS
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GAS
GAS
A1.0
SITE 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
23-10263
GA
GA
08 MAY 24
. .
.
.
.
.
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.
TITLE
GA
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A
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C
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A
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N
C
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Margarito Castillo, S.E.
26
0
5
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,
#
2
SA
N
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,
C
A
9
2
7
0
6
CONSTRUCTION SHALL CONFORM
TO THE ENGINEER. ALL
WORK. REPORT DISCREPANCIES
BEFORE PROCEEDING WITH THE
CHECK AND VERIFY ALL DIMENSIONS
TO THE C.B.C.
PROJECT:
ENGINEER:
CASTILLO ENGINEERING
324 E SOUTH AVE. LONG BEACH, CA 90805
T: 562-961-5600
WWW.CASTILLOENGINEERING.COM
2605 STRAWBERRY LANE
2605 W Strawberry Ln #2
- 1011186506/26/2024
N1PROPOSED LANDSCAPE PLAN
4'
-
0
"
4'-0"
P
O
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C
H
75
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5
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(E
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#
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26
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5
S
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L
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(E)
SINGLE FAMILY DWELLING
1,560.00 SQ.FT.
SHEET NUMBER
PR
O
J
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C
T
A
D
D
R
E
S
S
:
SHEETSOF
REVISIONS
DRAWN :
CHECKED :
DATE :
JOB NO.
MARK DATE
23-10263
GA
GA
08 MAY 24
. .
.
.
.
.
.
.
.
.
.
.
TITLE
GA
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Margarito Castillo, S.E.
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,
#
2
SA
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A
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A
9
2
7
0
6
CONSTRUCTION SHALL CONFORM
TO THE ENGINEER. ALL
WORK. REPORT DISCREPANCIES
BEFORE PROCEEDING WITH THE
CHECK AND VERIFY ALL DIMENSIONS
TO THE C.B.C.
PROJECT:
ENGINEER:
CASTILLO ENGINEERING
324 E SOUTH AVE. LONG BEACH, CA 90805
T: 562-961-5600
WWW.CASTILLOENGINEERING.COM
A1.1
PROPOSED
LANDSCAPE
PLAN
2605 STRAWBERRY LANE
2605 W Strawberry Ln #2
- 1011186506/26/2024
WINDOW SCHEDULE
DOOR SCHEDULE
SIZEMARK REMARKSQUANTITY
SIZEMARK REMARKSQUANTITY
1 DEMO PLAN
LEGEND
2 FLOOR PLAN
PROPOSED
GFI
GFI
GFI
AFCI
AFCI AFCI
AFCI
AFCIAFCI
AFCI
AFCI
GFI
AFCI
AFCI
AFCI
AFCI
KEYNOTES
THE KEY NOTES DIRECTLY BELOW REFER TO THE DEMO PLAN ONLY
(ADU)(ADU)
DEMO PLAN
AND
FLOOR
PLAN
A2.2
SHEET NUMBER
SHEETSOF
REVISIONS
DRAWN :
CHECKED :
DATE :
JOB NO.
MARK DATE
23-10263
GA
GA
08 MAY 24
. .
.
.
.
.
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.
TITLE
GA
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A
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B
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S
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N
C
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Margarito Castillo, S.E.
PR
O
J
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C
T
A
D
D
R
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S
S
:
26
0
5
S
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A
W
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A
N
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,
#
2
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
6
CONSTRUCTION SHALL CONFORM
TO THE ENGINEER. ALL
WORK. REPORT DISCREPANCIES
BEFORE PROCEEDING WITH THE
CHECK AND VERIFY ALL DIMENSIONS
TO THE C.B.C.
PROJECT:
ENGINEER:
CASTILLO ENGINEERING
324 E SOUTH AVE. LONG BEACH, CA 90805
T: 562-961-5600
WWW.CASTILLOENGINEERING.COM
2605 W Strawberry Ln #2
- 1011186506/26/2024
KEYNOTES
LEGEND
ATTIC VENTILATION
THE KEY NOTES DIRECTLY BELOW REFER TO THE ROOF PLAN ONLY
1 ROOF PLAN
SLOPE 4:12 SLOPE 4:12
SLOPE 2:12
(ADU)
(EXISTING ROOF)
ROOF PLAN
A2.5
SHEET NUMBER
SHEETSOF
REVISIONS
DRAWN :
CHECKED :
DATE :
JOB NO.
MARK DATE
23-10263
GA
GA
08 MAY 24
. .
.
.
.
.
.
.
.
.
.
.
TITLE
GA
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A
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N
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Margarito Castillo, S.E.
PR
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C
T
A
D
D
R
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S
S
:
26
0
5
S
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A
W
B
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L
A
N
E
,
#
2
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
6
CONSTRUCTION SHALL CONFORM
TO THE ENGINEER. ALL
WORK. REPORT DISCREPANCIES
BEFORE PROCEEDING WITH THE
CHECK AND VERIFY ALL DIMENSIONS
TO THE C.B.C.
PROJECT:
ENGINEER:
CASTILLO ENGINEERING
324 E SOUTH AVE. LONG BEACH, CA 90805
T: 562-961-5600
WWW.CASTILLOENGINEERING.COM
2605 W Strawberry Ln #2
- 1011186506/26/2024
KEYNOTES
THE KEY NOTES DIRECTLY BELOW REFER TO THE ELEVATIONS ONLY
4
1 NORTH ELEVATION 1 WEST ELEVATION
1 SOUTH ELEVATION 1 EAST ELEVATION
2 2 45 2
4 45222
6
(ADU)(ADU)
(ADU)(ADU)
6.76
SQ.FT.
OPENABLE
AREA
44
"
M
A
X
FO
R
E
G
R
E
S
S
7.50
SQ.FT.
OPENABLE
AREA
ELEVATIONS
A3.0
SHEET NUMBER
SHEETSOF
REVISIONS
DRAWN :
CHECKED :
DATE :
JOB NO.
MARK DATE
23-10263
GA
GA
08 MAY 24
. .
.
.
.
.
.
.
.
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.
TITLE
GA
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R
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S
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N
C
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Margarito Castillo, S.E.
PR
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C
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A
D
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S
S
:
26
0
5
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A
N
E
,
#2
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
6
CONSTRUCTION SHALL CONFORM
TO THE ENGINEER. ALL
WORK. REPORT DISCREPANCIES
BEFORE PROCEEDING WITH THE
CHECK AND VERIFY ALL DIMENSIONS
TO THE C.B.C.
PROJECT:
ENGINEER:
CASTILLO ENGINEERING
324 E SOUTH AVE. LONG BEACH, CA 90805
T: 562-961-5600
WWW.CASTILLOENGINEERING.COM
2605 W Strawberry Ln #2
- 1011186506/26/2024
9
5
1
10
6
2
11
7
3
12
8
4 DETAILDETAILDETAILDETAIL
DETAIL
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GRAB BAR GRAB BAR
3
1
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2
5
6
7
8
9
A4.0
DETAILS
SHEET NUMBER
SHEETSOF
REVISIONS
DRAWN :
CHECKED :
DATE :
JOB NO.
MARK DATE
23-10263
GA
GA
08 MAY 24
. .
.
.
.
.
.
.
.
.
.
.
TITLE
GA
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A
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N
C
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Margarito Castillo, S.E.
PR
O
J
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C
T
A
D
D
R
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S
S
:
26
0
5
S
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L
A
N
E
,
#
2
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
6
CONSTRUCTION SHALL CONFORM
TO THE ENGINEER. ALL
WORK. REPORT DISCREPANCIES
BEFORE PROCEEDING WITH THE
CHECK AND VERIFY ALL DIMENSIONS
TO THE C.B.C.
PROJECT:
ENGINEER:
CASTILLO ENGINEERING
324 E SOUTH AVE. LONG BEACH, CA 90805
T: 562-961-5600
WWW.CASTILLOENGINEERING.COM
2605 W Strawberry Ln #2
- 1011186506/26/2024
STRUCTURAL NOTES
S1.0
SHEET NUMBER
PR
O
J
E
C
T
A
D
D
R
E
S
S
:
SHEETSOF
REVISIONS
CONSTRUCTION SHALL CONFORM
TO THE ENGINEER. ALL
WORK. REPORT DISCREPANCIES
BEFORE PROCEEDING WITH THE
CHECK AND VERIFY ALL DIMENSIONS
DRAWN :
CHECKED :
DATE :
JOB NO.
TO THE C.B.C.
MARK DATE
PROJECT:
23-10263
JSM
MC
9 MAY 24
. .
.
.
.
.
.
.
.
.
.
.
TITLE
GA
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A
W
B
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R
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R
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S
I
D
E
N
C
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26
0
5
S
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W
B
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R
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A
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, #2
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
6
3
1
2
3
ENGINEER:
Margarito Castillo, S.E.
CASTILLO ENGINEERING
324 SOUTH AVE, LONG BEACH, CA 90805
T: 562-961-5600
WWW.CASTILLOENGINEERING.COM
STRUCTURAL
NOTES
2605 W Strawberry Ln #2
- 1011186506/26/2024
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
CONSTRUCTION SHALL CONFORM
TO THE ENGINEER. ALL
WORK. REPORT DISCREPANCIES
BEFORE PROCEEDING WITH THE
CHECK AND VERIFY ALL DIMENSIONS
DRAWN :
CHECKED :
DATE :
JOB NO.
TO THE C.B.C.
MARK DATE
PROJECT:
23-10263
JSM
MC
9 MAY 24
. .
.
.
.
.
.
.
.
.
.
.
TITLE
GA
R
A
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A
W
B
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S
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N
C
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26
0
5
S
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W
B
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R
R
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L
A
N
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,
#
2
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
6
3
1
2
3
ENGINEER:
Margarito Castillo, S.E.
CASTILLO ENGINEERING
324 SOUTH AVE, LONG BEACH, CA 90805
T: 562-961-5600
WWW.CASTILLOENGINEERING.COM
TYPICAL
DETAILS
2605 W Strawberry Ln #2
- 1011186506/26/2024
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
CONSTRUCTION SHALL CONFORM
TO THE ENGINEER. ALL
WORK. REPORT DISCREPANCIES
BEFORE PROCEEDING WITH THE
CHECK AND VERIFY ALL DIMENSIONS
DRAWN :
CHECKED :
DATE :
JOB NO.
TO THE C.B.C.
MARK DATE
PROJECT:
23-10263
JSM
MC
9 MAY 24
. .
.
.
.
.
.
.
.
.
.
.
TITLE
GA
R
A
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C
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T
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A
D
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S
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A
W
B
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R
R
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R
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S
I
D
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N
C
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26
0
5
S
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,
#
2
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
6
3
1
2
3
ENGINEER:
Margarito Castillo, S.E.
CASTILLO ENGINEERING
324 SOUTH AVE, LONG BEACH, CA 90805
T: 562-961-5600
WWW.CASTILLOENGINEERING.COM
TYPICAL
DETAILS
2605 W Strawberry Ln #2
- 1011186506/26/2024
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
CONSTRUCTION SHALL CONFORM
TO THE ENGINEER. ALL
WORK. REPORT DISCREPANCIES
BEFORE PROCEEDING WITH THE
CHECK AND VERIFY ALL DIMENSIONS
DRAWN :
CHECKED :
DATE :
JOB NO.
TO THE C.B.C.
MARK DATE
PROJECT:
23-10263
JSM
MC
9 MAY 24
. .
.
.
.
.
.
.
.
.
.
.
TITLE
GA
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A
W
B
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R
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R
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S
I
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N
C
E
26
0
5
S
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A
W
B
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A
N
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,
#
2
SA
N
T
A
A
N
A
,
C
A
9
2
7
0
6
3
1
2
3
ENGINEER:
Margarito Castillo, S.E.
CASTILLO ENGINEERING
324 SOUTH AVE, LONG BEACH, CA 90805
T: 562-961-5600
WWW.CASTILLOENGINEERING.COM
TYPICAL
DETAILS
2605 W Strawberry Ln #2
- 1011186506/26/2024
N1FOUNDATION PLAN
SHEET NUMBER
PR
O
J
E
C
T
A
D
D
R
E
S
S
:
SHEETSOF
REVISIONS
CONSTRUCTION SHALL CONFORM
TO THE ENGINEER. ALL
WORK. REPORT DISCREPANCIES
BEFORE PROCEEDING WITH THE
CHECK AND VERIFY ALL DIMENSIONS
DRAWN :
CHECKED :
DATE :
JOB NO.
TO THE C.B.C.
MARK DATE
PROJECT:
23-10263
JSM
MC
9 MAY 24
. .
.
.
.
.
.
.
.
.
.
.
TITLE
GA
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A
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A
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ENGINEER:
Margarito Castillo, S.E.
CASTILLO ENGINEERING
324 SOUTH AVE, LONG BEACH, CA 90805
T: 562-961-5600
WWW.CASTILLOENGINEERING.COM
S2.0
FOUNDATION
PLAN
2605 W Strawberry Ln #2
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N1ROOF FRAMING PLAN
C.J.
SHEET NUMBER
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REVISIONS
CONSTRUCTION SHALL CONFORM
TO THE ENGINEER. ALL
WORK. REPORT DISCREPANCIES
BEFORE PROCEEDING WITH THE
CHECK AND VERIFY ALL DIMENSIONS
DRAWN :
CHECKED :
DATE :
JOB NO.
TO THE C.B.C.
MARK DATE
PROJECT:
23-10263
JSM
MC
9 MAY 24
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ENGINEER:
Margarito Castillo, S.E.
CASTILLO ENGINEERING
324 SOUTH AVE, LONG BEACH, CA 90805
T: 562-961-5600
WWW.CASTILLOENGINEERING.COM
S2.2
ROOF
FRAMING
PLAN
2605 W Strawberry Ln #2
- 1011186506/26/2024
DETAIL1DETAIL2DETAIL4
DETAIL5DETAIL6DETAIL7DETAIL8
DETAIL12 DETAIL11 DETAIL10 DETAIL9
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SHEETSOF
REVISIONS
CONSTRUCTION SHALL CONFORM
TO THE ENGINEER. ALL
WORK. REPORT DISCREPANCIES
BEFORE PROCEEDING WITH THE
CHECK AND VERIFY ALL DIMENSIONS
DRAWN :
CHECKED :
DATE :
JOB NO.
TO THE C.B.C.
MARK DATE
PROJECT:
23-10263
JSM
MC
9 MAY 24
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ENGINEER:
Margarito Castillo, S.E.
CASTILLO ENGINEERING
324 SOUTH AVE, LONG BEACH, CA 90805
T: 562-961-5600
WWW.CASTILLOENGINEERING.COM
FOUNDATION
DETAILS
2605 W Strawberry Ln #2
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DETAIL1DETAIL2DETAIL4
DETAIL6DETAIL7DETAIL8
DETAIL12 DETAIL11
DETAIL3
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SHEETSOF
REVISIONS
CONSTRUCTION SHALL CONFORM
TO THE ENGINEER. ALL
WORK. REPORT DISCREPANCIES
BEFORE PROCEEDING WITH THE
CHECK AND VERIFY ALL DIMENSIONS
DRAWN :
CHECKED :
DATE :
JOB NO.
TO THE C.B.C.
MARK DATE
PROJECT:
23-10263
JSM
MC
9 MAY 24
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ENGINEER:
Margarito Castillo, S.E.
CASTILLO ENGINEERING
324 SOUTH AVE, LONG BEACH, CA 90805
T: 562-961-5600
WWW.CASTILLOENGINEERING.COM
ROOF
FRAMING
DETAILS
2605 W Strawberry Ln #2
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T-2
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DRAWN :
CHECKED :
DATE :
JOB NO.
MARK DATE
23-10263
GA
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CONSTRUCTION SHALL CONFORM
TO THE ENGINEER. ALL
WORK. REPORT DISCREPANCIES
BEFORE PROCEEDING WITH THE
CHECK AND VERIFY ALL DIMENSIONS
TO THE C.B.C.
PROJECT:
ENGINEER:
CASTILLO ENGINEERING
324 E SOUTH AVE. LONG BEACH, CA 90805
T: 562-961-5600
WWW.CASTILLOENGINEERING.COM
2605 W Strawberry Ln #2
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T-3
TITLE 24
REPORT AND
GRADING
PERMIT
EXEMPTION
SHEET NUMBER
SHEETSOF
REVISIONS
DRAWN :
CHECKED :
DATE :
JOB NO.
MARK DATE
23-10263
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CONSTRUCTION SHALL CONFORM
TO THE ENGINEER. ALL
WORK. REPORT DISCREPANCIES
BEFORE PROCEEDING WITH THE
CHECK AND VERIFY ALL DIMENSIONS
TO THE C.B.C.
PROJECT:
ENGINEER:
CASTILLO ENGINEERING
324 E SOUTH AVE. LONG BEACH, CA 90805
T: 562-961-5600
WWW.CASTILLOENGINEERING.COM
2605 W Strawberry Ln #2
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T-4
2022
CAL GREEN
SHEET NUMBER
SHEETSOF
REVISIONS
DRAWN :
CHECKED :
DATE :
JOB NO.
MARK DATE
23-10263
GA
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CONSTRUCTION SHALL CONFORM
TO THE ENGINEER. ALL
WORK. REPORT DISCREPANCIES
BEFORE PROCEEDING WITH THE
CHECK AND VERIFY ALL DIMENSIONS
TO THE C.B.C.
PROJECT:
ENGINEER:
CASTILLO ENGINEERING
324 E SOUTH AVE. LONG BEACH, CA 90805
T: 562-961-5600
WWW.CASTILLOENGINEERING.COM
2605 W Strawberry Ln #2
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T-5
2022
CAL GREEN
SHEET NUMBER
SHEETSOF
REVISIONS
DRAWN :
CHECKED :
DATE :
JOB NO.
MARK DATE
23-10263
GA
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CONSTRUCTION SHALL CONFORM
TO THE ENGINEER. ALL
WORK. REPORT DISCREPANCIES
BEFORE PROCEEDING WITH THE
CHECK AND VERIFY ALL DIMENSIONS
TO THE C.B.C.
PROJECT:
ENGINEER:
CASTILLO ENGINEERING
324 E SOUTH AVE. LONG BEACH, CA 90805
T: 562-961-5600
WWW.CASTILLOENGINEERING.COM
2605 W Strawberry Ln #2
- 1011186506/26/2024
structural calculations
for
STRAWBERRY RESIDENCE
garage convert into adu
2605 STRAWBERRY LANE
SANTA ANA, CA 92706
09-May-24
CE JOB NO. : 23-10263
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 M
2605 W Strawberry Ln #2
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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.
2605 W Strawberry Ln #2
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2605 W Strawberry Ln #2
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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
2605 W Strawberry Ln #2
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2605 W Strawberry Ln #2
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2605 W Strawberry Ln #2
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A-DESIGN LOADS-comp. shingles
CASTILLO ENGINEERING, INC
324 E South St,
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
2605 W Strawberry Ln #2
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2605 W Strawberry Ln #2
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2605 W Strawberry Ln #2
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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
2605 W Strawberry Ln #2
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CE Engineering Software v1.0 PROJECT:
== TYPICAL SQUARE PAD FOOTING DESIGN TABLE ==
(2/99)
Bar #Area (in2)
Soil Bearing Pressure:Miscellaneous:3 0.11
q =1500 psf column footprint =4 in 4 0.20
qu = q x 1.6 =2400 psf steel spacing factor =10 5 0.31
(for selection of steel spacing vs. size only)6 0.44
Material Strengths:7 0.60
concrete =2500 psi Notes:8 0.78
fy =60 ksi Assumes Pu = 1.6 (DL + LL)9 1.00
10 1.23
11 1.56
Mark:Size Thick Pmax Depth Mu a As As As min As
(ft) -SQ. (in) (k) (in)Vact (k) Vall (k)OK?Vact (k) Vall (k)OK? (k-in) (in) (Req'd)(200/Fy)(.0018) Use USE:
1.5 12 3.04 8 0.0 12.2 Y 2.7 65.3 Y 7 0.02 0.02 0.72 0.39 0.39 2 # 4
2.0 12 5.40 8 0.7 16.3 Y 6.5 65.3 Y 18 0.05 0.04 0.96 0.52 0.52 3 # 4
2.5 12 8.44 8 2.3 20.4 Y 11.3 65.3 Y 38 0.08 0.09 1.20 0.65 0.65 4 # 4
3.0 12 12.2 8 4.3 24.5 Y 17.3 65.3 Y 69 0.13 0.16 1.44 0.78 0.78 4 # 4
3.5 12 16.5 8 6.9 28.6 Y 24.3 65.3 Y 114 0.18 0.27 1.68 0.91 0.91 5 # 4
4.0 12 21.6 8 10.1 32.6 Y 32.4 65.3 Y 174 0.24 0.41 1.92 1.04 1.04 6 # 4
4.5 12 27.3 8 13.8 36.7 Y 41.6 65.3 Y 253 0.31 0.60 2.16 1.17 1.17 4 # 5
5.0 12 33.8 8 18.0 40.8 Y 51.8 65.3 Y 353 0.39 0.84 2.40 1.30 1.30 5 # 5
5.5 12 40.8 8 22.8 44.9 Y 63.2 65.3 Y 476 0.49 1.14 2.64 1.43 1.51 5 # 5
6.0 15 47.3 11 24.2 67.3 Y 72.3 112.2 Y 607 0.41 1.04 3.60 1.94 1.94 7 # 5
ONE WAY SHEAR:TWO WAY SHEAR:
2605 W Strawberry Ln #2
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ROOF FRAMING KEY PLAN
H1
H2
H2
H4
H4
H3
CJ1
2605 W Strawberry Ln #2
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CASTILLO ENGINEERING INC.Project
1327 Loma Avenue
Long Beach, CA 90804
Engr. Date:Job No.23-10263 Sheet
Tag
Beam 5
L = 20.5 ft
Member= 2x10 A = 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= 1.00
Total Load L/n= 180
Live Load L/n= 240
L= 20.5ft
0.34 0.34
Uniform load (W1)
D L Trib
w1,1 (5 + 20) x 1.33 = 6.65 + 26.6
w1,2 (16 + ) x 0 = 0 + 0
w1,3 ( + ) x 0 = 0 + 0
w1,4 ( + ) x 0 = 0 + 0
w1,5 ( + ) x 0 = 0 + 0
W1 = 6.65 + 26.6 =0.033 kl
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 0 = 0 + 0
w2,4 (0 + 0) x 0 = 0 + 0
w2,5 (0 + 0) x 0 = 0 + 0
W2 = 0 + 0 =0.000 kl
Point Load (P1)
D L Trib.1 Trib.2
p1,1 ( + ) x 0 x 0 = 0 + 0
p1,2 ( + ) x 0 x 0 = 0 + 0
p1,3 ( + ) x 0 x 0 = 0 + 0
p1,4 ( + ) x 0 x 0 = 0 + 0
p1,5 ( + ) x 0 x 0 = 0 + 0 X1 (ft) X2 (ft)
P1 = 0 + 0 =0.00 kips 0 20.5
Point Load (P2)
D L Trib.1 Trib.2
p2,1 ( + ) x 0 x 0 = 0 + 0
p2,2 ( + ) x 0 x 0 = 0 + 0
p2,4 ( + ) x 0 x 0 = 0 + 0
p2,4 ( + ) x 0 x 0 = 0 + 0
p2,5 ( + ) x 0 x 0 = 0 + 0 X3 (ft) X4 (ft)
P2 = 0 + 0 =0.00 kips 0 20.5
Shear
R1= 0.341 kips
R2= -0.341 kips Stress Ratio
Vmax= 0.34 kips allow.2.08 x 1 = 2.0813 kips OK .16
Flexure
M= 1.75 k-ft Mallow.2.21 x 1 = 2.2059 k-ft OK .79
Deflection
D =D w1 + Dw2 + D p1 + Dp2
D (D+L)= 0.835 + 0.000 + 0.000 + 0.000 = 0.83 = L < L OK deflection:.61
295 180
0.835 + 0
D (L Only)= 0.668 + 0 + 0 + 0 = 0.668 = L L OK deflection:.65
368 240
USE:1- 2X10
CJ1
flexure:
shear:
2/23/24 12:00 AM
2605 W Strawberry Ln #2
- 1011186506/26/2024
CASTILLO ENGINEERING INC.Project
1327 Loma Avenue
Long Beach, CA 90804
Engr. Date:Job No.23-10263 Sheet
Tag
Beam 5
L = 3 ft
Member= 4x6 A = 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 Load L/n= 180
Live Load L/n= 240
L= 3ft
0.28 0.28
Uniform load (W1)
D L Trib
w1,1 (15 + 20) x 3 = 45 + 60
w1,2 (16 + ) x 5 = 80 + 0
w1,3 ( + ) x 0 = 0 + 0
w1,4 ( + ) x 0 = 0 + 0
w1,5 ( + ) x 0 = 0 + 0
W1 = 125 + 60 =0.185 kl
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 0 = 0 + 0
w2,4 (0 + 0) x 0 = 0 + 0
w2,5 (0 + 0) x 0 = 0 + 0
W2 = 0 + 0 =0.000 kl
Point Load (P1)
D L Trib.1 Trib.2
p1,1 ( + ) x 0 x 0 = 0 + 0
p1,2 ( + ) x 0 x 0 = 0 + 0
p1,3 ( + ) x 0 x 0 = 0 + 0
p1,4 ( + ) x 0 x 0 = 0 + 0
p1,5 ( + ) x 0 x 0 = 0 + 0 X1 (ft) X2 (ft)
P1 = 0 + 0 =0.00 kips 0 3
Point Load (P2)
D L Trib.1 Trib.2
p2,1 ( + ) x 0 x 0 = 0 + 0
p2,2 ( + ) x 0 x 0 = 0 + 0
p2,4 ( + ) x 0 x 0 = 0 + 0
p2,4 ( + ) x 0 x 0 = 0 + 0
p2,5 ( + ) x 0 x 0 = 0 + 0 X3 (ft) X4 (ft)
P2 = 0 + 0 =0.00 kips 0 3
Shear
R1= 0.278 kips
R2= -0.278 kips Stress Ratio
Vmax= 0.28 kips allow.2.89 x 1 = 2.8875 kips OK .10
Flexure
M= 0.21 k-ft Mallow.2.15 x 1 = 2.1506 k-ft OK .10
Deflection
D =D w1 + Dw2 + D p1 + Dp2
D (D+L)= 0.004 + 0.000 + 0.000 + 0.000 = 0.00 = L < L OK deflection:.02
8290 180
0.004 + 0
D (L Only)= 0.001 + 0 + 0 + 0 = 0.001 = L L OK deflection:.01
25561 240
USE:1- 4X6
H1
flexure:
shear:
2/23/24 12:00 AM
2605 W Strawberry Ln #2
- 1011186506/26/2024
CASTILLO ENGINEERING INC.Project
1327 Loma Avenue
Long Beach, CA 90804
Engr. Date:Job No.23-10263 Sheet
Tag
Beam 5
L = 3 ft
Member= 4x6 A = 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 Load L/n= 180
Live Load L/n= 240
L= 3ft
0.68 0.68
Uniform load (W1)
D L Trib
w1,1 (15 + 20) x 11.67 = 175.05 + 233.4
w1,2 (16 + ) x 3 = 48 + 0
w1,3 ( + ) x 0 = 0 + 0
w1,4 ( + ) x 0 = 0 + 0
w1,5 ( + ) x 0 = 0 + 0
W1 = 223.05 + 233.4 =0.456 kl
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 0 = 0 + 0
w2,4 (0 + 0) x 0 = 0 + 0
w2,5 (0 + 0) x 0 = 0 + 0
W2 = 0 + 0 =0.000 kl
Point Load (P1)
D L Trib.1 Trib.2
p1,1 ( + ) x 0 x 0 = 0 + 0
p1,2 ( + ) x 0 x 0 = 0 + 0
p1,3 ( + ) x 0 x 0 = 0 + 0
p1,4 ( + ) x 0 x 0 = 0 + 0
p1,5 ( + ) x 0 x 0 = 0 + 0 X1 (ft) X2 (ft)
P1 = 0 + 0 =0.00 kips 0 3
Point Load (P2)
D L Trib.1 Trib.2
p2,1 ( + ) x 0 x 0 = 0 + 0
p2,2 ( + ) x 0 x 0 = 0 + 0
p2,4 ( + ) x 0 x 0 = 0 + 0
p2,4 ( + ) x 0 x 0 = 0 + 0
p2,5 ( + ) x 0 x 0 = 0 + 0 X3 (ft) X4 (ft)
P2 = 0 + 0 =0.00 kips 0 3
Shear
R1= 0.685 kips
R2= -0.685 kips Stress Ratio
Vmax= 0.68 kips allow.2.89 x 1 = 2.8875 kips OK .24
Flexure
M= 0.51 k-ft Mallow.2.15 x 1 = 2.1506 k-ft OK .24
Deflection
D =D w1 + Dw2 + D p1 + Dp2
D (D+L)= 0.011 + 0.000 + 0.000 + 0.000 = 0.01 = L < L OK deflection:.05
3360 180
0.011 + 0
D (L Only)= 0.005 + 0 + 0 + 0 = 0.005 = L L OK deflection:.04
6571 240
USE:1- 4X6
H2
flexure:
shear:
2/23/24 12:00 AM
2605 W Strawberry Ln #2
- 1011186506/26/2024
CASTILLO ENGINEERING INC.Project
1327 Loma Avenue
Long Beach, CA 90804
Engr. Date:Job No.23-10263 Sheet
Tag
Beam 5
L = 5 ft
Member= 4x6 A = 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 Load L/n= 180
Live Load L/n= 240
L= 5ft
0.46 0.46
Uniform load (W1)
D L Trib
w1,1 (15 + 20) x 3 = 45 + 60
w1,2 (16 + ) x 5 = 80 + 0
w1,3 ( + ) x 0 = 0 + 0
w1,4 ( + ) x 0 = 0 + 0
w1,5 ( + ) x 0 = 0 + 0
W1 = 125 + 60 =0.185 kl
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 0 = 0 + 0
w2,4 (0 + 0) x 0 = 0 + 0
w2,5 (0 + 0) x 0 = 0 + 0
W2 = 0 + 0 =0.000 kl
Point Load (P1)
D L Trib.1 Trib.2
p1,1 ( + ) x 0 x 0 = 0 + 0
p1,2 ( + ) x 0 x 0 = 0 + 0
p1,3 ( + ) x 0 x 0 = 0 + 0
p1,4 ( + ) x 0 x 0 = 0 + 0
p1,5 ( + ) x 0 x 0 = 0 + 0 X1 (ft) X2 (ft)
P1 = 0 + 0 =0.00 kips 0 5
Point Load (P2)
D L Trib.1 Trib.2
p2,1 ( + ) x 0 x 0 = 0 + 0
p2,2 ( + ) x 0 x 0 = 0 + 0
p2,4 ( + ) x 0 x 0 = 0 + 0
p2,4 ( + ) x 0 x 0 = 0 + 0
p2,5 ( + ) x 0 x 0 = 0 + 0 X3 (ft) X4 (ft)
P2 = 0 + 0 =0.00 kips 0 5
Shear
R1= 0.463 kips
R2= -0.463 kips Stress Ratio
Vmax= 0.46 kips allow.2.89 x 1 = 2.8875 kips OK .16
Flexure
M= 0.58 k-ft Mallow.2.15 x 1 = 2.1506 k-ft OK .27
Deflection
D =D w1 + Dw2 + D p1 + Dp2
D (D+L)= 0.034 + 0.000 + 0.000 + 0.000 = 0.03 = L < L OK deflection:.10
1791 180
0.034 + 0
D (L Only)= 0.011 + 0 + 0 + 0 = 0.011 = L L OK deflection:.04
5521 240
USE:1- 4X6
H3
flexure:
shear:
2/23/24 12:00 AM
2605 W Strawberry Ln #2
- 1011186506/26/2024
CASTILLO ENGINEERING INC.Project
1327 Loma Avenue
Long Beach, CA 90804
Engr. Date:Job No.23-10263 Sheet
Tag
Beam 5
L = 1.17 ft
Member= 4x6 A = 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 Load L/n= 180
Live Load L/n= 240
L= 1.17ft
0.27 0.27
Uniform load (W1)
D L Trib
w1,1 (15 + 20) x 11.67 = 175.05 + 233.4
w1,2 (16 + ) x 3 = 48 + 0
w1,3 ( + ) x 0 = 0 + 0
w1,4 ( + ) x 0 = 0 + 0
w1,5 ( + ) x 0 = 0 + 0
W1 = 223.05 + 233.4 =0.456 kl
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 0 = 0 + 0
w2,4 (0 + 0) x 0 = 0 + 0
w2,5 (0 + 0) x 0 = 0 + 0
W2 = 0 + 0 =0.000 kl
Point Load (P1)
D L Trib.1 Trib.2
p1,1 ( + ) x 0 x 0 = 0 + 0
p1,2 ( + ) x 0 x 0 = 0 + 0
p1,3 ( + ) x 0 x 0 = 0 + 0
p1,4 ( + ) x 0 x 0 = 0 + 0
p1,5 ( + ) x 0 x 0 = 0 + 0 X1 (ft) X2 (ft)
P1 = 0 + 0 =0.00 kips 0 1.17
Point Load (P2)
D L Trib.1 Trib.2
p2,1 ( + ) x 0 x 0 = 0 + 0
p2,2 ( + ) x 0 x 0 = 0 + 0
p2,4 ( + ) x 0 x 0 = 0 + 0
p2,4 ( + ) x 0 x 0 = 0 + 0
p2,5 ( + ) x 0 x 0 = 0 + 0 X3 (ft) X4 (ft)
P2 = 0 + 0 =0.00 kips 0 1.17
Shear
R1= 0.267 kips
R2= -0.267 kips Stress Ratio
Vmax= 0.27 kips allow.2.89 x 1 = 2.8875 kips OK .09
Flexure
M= 0.08 k-ft Mallow.2.15 x 1 = 2.1506 k-ft OK .04
Deflection
D =D w1 + Dw2 + D p1 + Dp2
D (D+L)= 0.000 + 0.000 + 0.000 + 0.000 = 0.00 = L < L OK deflection:.00
56643 180
2E-04 + 0
D (L Only)= 1E-04 + 0 + 0 + 0 = 1E-04 = L L OK deflection:.00
110773 240
USE:1- 4X6
H2
flexure:
shear:
2/23/24 12:00 AM
2605 W Strawberry Ln #2
- 1011186506/26/2024
CF
1
FOUNDATION KEY PLAN
2605 W Strawberry Ln #2
- 1011186506/26/2024
ARCHITECT CASTILLO ENGINEERING, INC.JOB
1205 Pine Avenue, Suite 201, Long Beach, CA 90813
ENGR. MC DATE JOB NO. 23-10263 SHEET NO.
CONTINUOUS FOOTINGS
CF-1
LOADING: TRIB.
( + ) x ft = +
( + ) x ft = +
( + ) x ft = +
w = + = plf
B= plf = ft
psf USE:
580
16
340
4015 0
WALL: 10
09/05/2024
20
D L
ROOF:
FLOOR:
15 12
1500
580
160
240
0
0
180
0
240
0
0.39 1'-0" WIDE FTG.
F-CONTINUOUS FOOTINGS-1500
2605 W Strawberry Ln #2
- 1011186506/26/2024
ASCE Hazards Report
Address:
2605 Strawberry Ln
Santa Ana, California
92706
Standard:ASCE/SEI 7-22 Latitude:33.762334
Risk Category:II Longitude:-117.904498
Soil Class:Default Elevation:98.40174611801588 ft
(NAVD 88)
Page 1 of 4https://ascehazardtool.org/Fri Feb 23 2024
2605 W Strawberry Ln #2
- 1011186506/26/2024
PGA M : 0.68
SMS : 1.77
SM1 : 1.26
SDS : 1.18
SD1 : 0.84
T L : 8
SS : 1.52
S1 : 0.58
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 2 of 4https://ascehazardtool.org/Fri Feb 23 2024
2605 W Strawberry Ln #2
- 1011186506/26/2024
Data Accessed: Fri Feb 23 2024
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 3 of 4https://ascehazardtool.org/Fri Feb 23 2024
2605 W Strawberry Ln #2
- 1011186506/26/2024
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 4 of 4https://ascehazardtool.org/Fri Feb 23 2024
2605 W Strawberry Ln #2
- 1011186506/26/2024
AREA AND WALLS
PERIMETER
A=755.33 SQ. FT.
P=103.25 FT.
2605 W Strawberry Ln #2
- 1011186506/26/2024
Castillo Engineering Inc.JOB:
1205 Pine Avenue, Suite 201
Long Beach, CA 90813
ENGR:JOB NO. SHEET NO.
SEISMIC BASE SHEAR
(ASCE 7-22)
Degrees
Degrees
(Table 20.3-1)
R = (Table 12.2-1)
SMS =
S1 =
SM1 =
SDS = (2/3)SMS (11.4-3)
= (2/3)x
=
SD1 = (2/3)SM1 (11.4-4)
= (2/3)x
=
Ta =Ct hn
x (12.8-7)
=x 12
=
V = Cs W
VMIN = W
VMIN = 0.5 S1 Ie W For S1 is equal to or greater than 0.6g
= x x W
= W [GOVERNS]
VMAX = W =x W = W
x
V =W =x x W = x W
= W [Strength Level]
V = x W
= W [Allowable Stress Design]
0
23-10263
D
6.5
FG DATE: 23/02/2024
Latitude:
0.129
1.77
1.26
0.840
0.02 0.75
1.77
0.58
Longitude:
33.762334
-117.9045
SITE CLASS:
1.26
1.180
1.00219
SDS Ie
0.840 1.00
0.129 6.5
SD1 Ie
6.5
T R
0.01
R
0.5 0.5800 1.00
6.5
0.045
0.7
0.17
0.237
1.30.182
0.237
R
1.180 1.00 1.3
2605 W Strawberry Ln #2
- 1011186506/26/2024
Castillo Engineering Inc.JOB
1205 Pine Avenue, Suite 201
FG DATE JOB NO. 23-10263 SHEET NO.
SEISMIC ANALYSIS
WEIGHT
Wroof = ( 15 s + 5.0 s ) x ft^2 = kips
Wwall = 16 s x 8 ft /2 x ft = kips
W2 = kips
BASE SHEAR
= x
= x = kips
WTOTAL
0
21.7
15.1
103.25 6.6
755.33
lbs/sq ft
23/02/2024
VBASE
ENGR.
VBASE 0.17
3.600.17 21.7 (4.772)
2605 W Strawberry Ln #2
- 1011186506/26/2024
X1.1
X2.1
A=377.66
A=377.66
SHEAR KEY KEY PLAN X
2605 W Strawberry Ln #2
- 1011186506/26/2024
Y1.1
Y1.2
Y2.1
A=377.66
A=377.66
SHEAR KEY KEY PLAN Y
2605 W Strawberry Ln #2
- 1011186506/26/2024
ARCHITECT JOB 0.00
ENGR. MC DATE:JOB NO. 23-10263 SHEET NO.
F1= 4.772
SW U-FORCE T.A. FORCE L1 L2 L3 L4 HEIGHT
X1 4.77 377.66 1.80 8.33 8.00
X2 4.77 377.66 1.80 13.50 8.00
Y1 4.77 377.66 1.80 13.50 13.67 8.00
Y2 4.77 377.66 1.80 11.67 8.00
SEISMIC FORCES FLOOR 1
Castillo Engineering, Inc.
February 23, 2024
SEISMIC DESIGN FORCES
1205 PINE AVE
LONG BEACH CA
2605 W Strawberry Ln #2
- 1011186506/26/2024
ARCHITECT JOB
CASTILLO ENGINEERING, INC.
1205 Pine Avenue, Suite 201
ENGR. MC Long Beach, CA 90813 JOB NO. 23-10263 SHEET NO.
TAG:X1.1 ( 8.33 ft),X1.2 ( 0.00 ft)
FORCE:
###kips 0.00 0.00 ft
F1=kips H1:8.00 ft SEISMIC GOVERNS
FTOTAL=kips Load Comb.:(0.6-.14SDS) D + 0.7 E
SDS= 1.18
SHEAR STRESS
X1.1 :L1= ft v= lbs = plf
X1.2 :L2= ft ft
Ltotal= ft
OVERTURNING
MOT= x 8.33 x 8.0 = k-ft
8.33
ROOF: psf x ft = plf
FLOOR: psf x ft = plf h/w=0.78 OK
WALL: psf x ft = plf
w = plf Vallow=340 PLF
MR= x 8.33 ^2/2 = k-ft USE:
TYPE 6 SHEARWALL
- 0.43 x = kips
kips OK USE:4 x 4 POST w/ H.D.
2-H.D.11 Tallow= 2X9.34 = 18.68 MIN. HDU2
HDU2
1.44
0 0.00 0
8.33
Tallow=3.08
0.158 5.48
T= 14.4
16 8.00 128
158
5.48
WALL:X1.1
1.80
15 2.00
Unit load
30
14.42
Tributary
8.33
0.00 8.33
SHEARWALL CALCULATIONS-LEVEL 1
0.00
1.80
1.80
8.33 1802 216
2605 W Strawberry Ln #2
- 1011186506/26/2024
ARCHITECT JOB
CASTILLO ENGINEERING, INC.
1205 Pine Avenue, Suite 201
ENGR. MC Long Beach, CA 90813 JOB NO. 23-10263 SHEET NO.
TAG:X2.1 ( 13.50 ft),X2.2 ( 0.00 ft)
FORCE:
###kips 0.00 0.00 ft
F1=kips H1:8.00 ft SEISMIC GOVERNS
FTOTAL=kips Load Comb.:(0.6-.14SDS) D + 0.7 E
SDS= 1.18
SHEAR STRESS
X2.1 :L1= ft v= lbs = plf
X2.2 :L2= ft ft
Ltotal= ft
OVERTURNING
MOT= x 13.50 x 8.0 = k-ft
13.50
ROOF: psf x ft = plf
FLOOR: psf x ft = plf h/w=0.48 OK
WALL: psf x ft = plf
w = plf Vallow=340 PLF
MR= x 13.50 ^2/2 = k-ft USE:
TYPE 6 SHEARWALL
- 0.43 x = kips
kips OK USE:4 x 4 POST w/ H.D.
2-H.D.11 Tallow= 2X9.34 = 18.68 MIN. HDU2
HDU2
0.60
0 0.00 0
13.50
Tallow=3.08
0.158 14.40
T= 14.4
16 8.00 128
158
14.40
WALL:X2.1
1.80
15 2.00
Unit load
30
14.42
Tributary
13.50
0.00 13.50
SHEARWALL CALCULATIONS-LEVEL 1
0.00
1.80
1.80
13.50 1802 133
2605 W Strawberry Ln #2
- 1011186506/26/2024
ARCHITECT JOB
CASTILLO ENGINEERING, INC.
1205 Pine Avenue, Suite 201
ENGR. MC Long Beach, CA 90813 JOB NO. 23-10263 SHEET NO.
TAG:Y1.1 ( 13.50 ft),Y1.2 ( 13.67 ft)
FORCE:
###kips 0.00 0.00 ft
F1=kips H1:8.00 ft SEISMIC GOVERNS
FTOTAL=kips Load Comb.:(0.6-.14SDS) D + 0.7 E
SDS= 1.18
SHEAR STRESS
Y1.1 :L1= ft v= lbs = plf
Y1.2 :L2= ft ft
Ltotal= ft
OVERTURNING
MOT= x 13.50 x 8.0 = k-ft
27.17
ROOF: psf x ft = plf
FLOOR: psf x ft = plf h/w=0.48 OK
WALL: psf x ft = plf
w = plf Vallow=340 PLF
MR= x 13.50 ^2/2 = k-ft USE:
TYPE 6 SHEARWALL
- 0.43 x = kips
kips OK USE:4 x 4 POST w/ H.D.
2-H.D.11 Tallow= 2X9.34 = 18.68 MIN. HDU2
MOT= x 13.67 x 8.0 = k-ft
27.17
ROOF: psf x ft = plf
FLOOR: psf x ft = plf h/w=0.48 OK
WALL: psf x ft = plf
w = plf Vallow=340 PLF
MR= x 13.67 ^2/2 = k-ft USE:
TYPE 6 SHEARWALL
- 0.43 x = kips
kips OK USE:4 x 4 POST w/ H.D.
MIN. HDU2
HDU2
0.06
NO
0.00
7.25
13.67
Tallow=3.08
0.158 14.76
T= 7.3 14.76
16 8 128
158
Tributary
15 2 30
0 0 0
WALL:Y1.2
1.80
Unit load
0 0.00 0
13.50
Tallow=3.08
0.303 27.62
T= 7.2
16 8.00 128
303
27.62
WALL:Y1.1
1.80
15 11.67
Unit load
175
7.16
Tributary
27.17
13.67 27.17
SHEARWALL CALCULATIONS-LEVEL 1
0.00
1.80
1.80
13.50 1802 66
2605 W Strawberry Ln #2
- 1011186506/26/2024
ARCHITECT JOB
CASTILLO ENGINEERING, INC.
1205 Pine Avenue, Suite 201
ENGR. MC Long Beach, CA 90813 JOB NO. 23-10263 SHEET NO.
TAG:Y2.1 (11.67 ft),Y2.2 ( 0.00 ft)
FORCE:
###kips 0.00 0.00 ft
F1=kips H1:8.00 ft SEISMIC GOVERNS
FTOTAL=kips Load Comb.:(0.6-.14SDS) D + 0.7 E
SDS= 1.18
SHEAR STRESS
Y2.1 :L1= ft v= lbs = plf
Y2.2 :L2= ft ft
Ltotal= ft
OVERTURNING
MOT=x 10.17 x 8.0 =k-ft
10.17
ROOF:psf x ft =plf
FLOOR:psf x ft =plf h/w=0.64 OK
WALL:psf x ft =plf
w =plf Vallow=340 PLF
MR=x 10.17 ^2/2 =k-ft USE:
TYPE 6 SHEARWALL
- 0.43 x =kips
kips OK USE:4 x 4 POST w/H.D.
2-H.D.11 Tallow= 2X9.34 = 18.68 MIN. HDU2
HDU2
0.75
0 0.00 0
10.17
Tallow=3.08
0.303 15.67
T= 14.4
16 8.00 128
303
15.67
WALL:Y2.1
1.80
15 11.67
Unit load
175
14.42
Tributary
10.17
0.00 10.17
SHEARWALL CALCULATIONS-LEVEL 1
0.00
1.80
1.80
10.17 1802 177
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APP-13 CBC 2016
NOTICE TO PROPERTY OWNER
Dear Property Owner:
An application for a building permit has been submitted in your name listing yourself as the builder of the property improvem ents
specified at ___________________________________________________________________________________________.
We are providing you with an Owner-Builder Acknowledgment and Information Verification Form to make you aware of your
responsibilities and possible risk you may incur by having this permit issued in your names as the Owner -Builder.
We will not issue a building permit until you have read, initialed your understanding of each provision, signed, and returned this
form to us at our official address indicated. An agent of the owner cannot execute this notice unless you, the property owne r,
obtain the prior approval of the permitting authority.
OWNER’S ACKNOWLEGMENT AND VERIFICATION OF INFORMATON
DIRECTIONS: Read and initial each statement below to signify you understand or verify this information.
_____1. I understand a frequent practice of unlicensed persons is to have the property owner obtain an “Owner -Builder” build-
ing permit that erroneously implies that the property owner is providing his or her own labor and material personally. I, as an
Owner-Builder, may be held liable and subject to serious financial risk for any injuries sustained by an unlicensed person and
his or her employees while working on my property. My homeowner’s insurance may not provide coverage for those injuries. I
am willfully acting as an Owner -Builder and am aware of the limits of my insurance coverage for injuries to workers on my prop-
erty.
_____2. I understand building permits are not required to be signed by property owners unless they are responsible for the
construction and are not hiring a licensed Contractor to assume this responsibility.
_____3. I understand as an “Owner-Builder” I am the responsible party of record on the permit. I understand that I may protect
myself from potential financial risk by hiring a licensed Contractor and having the permit filed in his or her name instead o f my
own.
_____4. I understand Contractors are required by law to be licensed and bonded in California and to list their license numbe rs
on permits and contracts.
_____5. I understand if I employ or otherwise engage any persons, other than California licensed Contractors, and the total
value of my construction is at least five hundred dollars ($500), including labor and materials, I may be considered an
“employer” under state and federal law.
_____6. I understand if I am considered an “employer” under state and Federal law, I must register with the state and federa l
government, withhold payroll taxes, provide workers’ compensation disability insurance, and contribute to unemployment com-
pensation of each “employee.” I also understand my failure to abide by these laws may subject me to serious financial risk.
_____7. I understand under California Contractors’ State License Law, an Owner -Builder who builds single-family residential
structures cannot legally build them with the intent to offer them for sale, unless all work is performed by licensed subcontrac-
tors and the number of structures does not exceed four within any calendar years, or all of the work is performed under contr act
with a licensed general building Contractor.
_____8. I understand as an Owner-Builder if I sell the property for which this permit is issued, I may be held liable for any f inan-
cial or personal injuries sustained by any subsequent owner(s) that result from any latent construction defects in the workma n-
ship or materials.
Planning & Building Agency
Building Safety Division
20 Civic Center Plaza
P.O. Box 1988 (M-19)
Santa Ana, CA 92702
(714) 647-5800
www.santa-ana.org
2605 W Strawberry Lane #2
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_____9. I understand I may obtain more information regarding my obligations as an “employer” from the Internal Revenue Ser-
vice, the United States Small Business Administration, the California Department of Benefit Payments, and the California Divi-
sion of Industrial Accidents. I also understand I may contact the California Contractors’ State License Board (CSLB) at 1 -800-
321-CSLB (2752) or www.cslb.ca.gov for more information about licensed contractors.
_____10. I am aware of and consent to an Owner -Builder building permit applied for in my name, and understand that I am the
party legally and financially responsible for proposed construction activity at the following ad-
dress:_________________________________________________________________________________________.
_____11. I agree that, as the party legally and financially responsible for this proposed construction activity, I will abide by all
applicable laws and requirements that govern Owner Builders as well as employers.
____12. I agree to notify the issuer of this form immediately of any additions, deletions, or changes to any of the informati on I
have provided on this form.
Licensed contractors are regulated by laws designed to protect the public. If you contract with someone who does not have a
license, the Contractors’ State License Board may be unable to assist you with any financial loss you may sustain as a result of
a complaint. Your only remedy against unlicensed Contractors may be in civil court. It is also important for you to underst and
that if an unlicensed Contractor or employee of that individual or firm is injured while working on your property, you may be held
liable for damages. If you obtain a permit as Owner Builder and wish to hire Contactors, you will be responsible for verifying
whether or not those Contractors are properly licensed and the status of their workers’ compensation insurance coverage.
Before a building permit can be issued, this form must be completed and signed by the property owner and returned
to the agency responsible for issuing the permit. Note: A copy of the property owner’s driver’s license, form notariza-
tion, or other verification acceptable to the agency is required to be presented when the permit is issued to verify the
property owner’s signature.
Signature of Property Owner _____________________________________________ Date: ______________________
Print name of Owner __________________________________________________
AUTHORIZATION OF AGENT TO ACT ON PROPERTY OWNER’S BEHALF
Excluding the Notice to Property Owner, the execution of which I understand is my personal responsibility, I hereby authorize
the following person(s) to act as my agent(s) to apply for, sign, and file the documents necessary to obtain an Owner Builder
Permit for my project.
Scope of Construction Project (or Description of Work):_______________________________________________________
Project Location or Address: ____________________________________________________________________________
Name of Authorized Agent: _____________________________________________________________________________
Address of Authorized Agent:__________________________________________________________________________
Phone Number of Authorized Agent: ______________________________________________________________________
I declare under penalty of perjury that I am the property owner for the address listed above and I personally filled out the above
information and certify its accuracy.
Property Owner’s Signature: __________________________________________________ Date:______________________
Print Name of Owner: ______________________________________________________________
Note: A copy of the owner’s driver’s license, form notarization, or other verification acceptable to the agency is re-
quired to be presented when the permit is issued to verify the property owner’s signature.
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Duy Lai
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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 to Total Resulting Stories: Area Added in Past 2 Years
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
2. ADU – Is this a new Accessory Dwelling Unit (ADU) on the same property as a house that already has (PR400-402) Fire Sprinkler
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 *(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
*(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
(PR400-402) Fire Sprinkler
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
*(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
*(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
*(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
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