HomeMy WebLinkAbout2102 N Wright St & #2 - 101117955-56 - PlanROOM ADDITION & ADU
EXISTING AS BUILT SITE PLAN / FLOOR PLAN
SCALE 1/8" =1'-0"
PL
=
9
1
.
8
1
'
PL
=
1
0
4
.
9
2
'
PL=65.03'
PL=52.03'
R=1
3
'
N.WRIGHT STREET
(E) CITY SEWER LINE (V.I.F)
(E) CITY WATER LINE (V.I.F.)
00-A0.0
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Project Number
DesignedDrawn
DRAWING NUMBER
Checked
NO. DATE REVISION
ANY DISCREPANCIES. DO NOT SCALE DRAWINGS; USE FIGURED
CONTRACTOR IS TO NOTIFY INFINITE-ARCH FOR CLARIFICATION OF
OR EXISTING FIELD CONDITIONS AGAINST DRAWINGS.
CONTRACTORS ARE TO VERIFY ALL DIMENSIONS ON DRAWINGS
WRITING AND APPROPRIATE COMPENSATION TO INFINITEARCH
COMPLETION OF THIS PROJECT BY OTHERS, EXCEPT BY AGREEMENT IN
ANY OTHER PROJECT OR FOR ADDITIONS TO THIS PROJECT OR FOR
SPECIFICATIONS SHALL NOT BE USED BY THE OWNER OR OTHERS, ON
CONSTRUCTION AT THE SITE REFERENCED HEREON. THE PLANS AND
OCCUPANCY. THE PLANS AND SPECIFICATIONS ARE FOR THE
COPIES FOR REFERENCE IN CONNECTION WITH THE OWNER'S USE OR
IS EXECUTED OR NOT. THE OWNER SHALL BE PERMITTED TO RETAIN
INFINITE ARCH WHETHER THE PROJECT FOR WHICH THEY WERE CREATED
INSTRUMENTS OF SERVICE, ARE AND SHALL REMAIN, THE PROPERTY OF
OWNERSHIP OF DOCUMENTS, PLANS AND SPECIFICATIONS, AS
CALIFORNIA RELATING TO STRUCTURES AND BUILDINGS.
RULES, REGULATIONS AND ORDINANCES OF THE STATE OF
THE BEST OF MY KNOWLEDGE, THE SAME COMPLIES WITH THE
HAS BEEN PREPARED UNDER MY SUPERVISION AND THAT TO
I HEREBY CERTIFY THAT THE ENGINEERING ON THESE PLANS
ENGINEER
DESIGNER
DAVID H. LE
Email: brightark@gmail.com
TEL: (714) 868 2499
Email: brightark@gmail.com
TEL: (714) 868 2499
GARDEN GROVE, CA 92843
10321 WOODBURY RD.
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2 04/09/24 BLDG. REV 1
Bldg# 101117955-56
APPROVALS:
PLNG - ASevilla
BLDG - CSG Consultants
POLICE - BMartin
2102 N Wright St & #2 -
101117955-566/13/2024
N.WRIGHT STREET
DRAINAGE PLAN
SCALE 1/8" =1'-0"
SITE PLAN SHOWING PROPOSED ADU PLAN
SCALE 1/8" =1'-0"
PL
=
9
1
.
8
1
'
PL
=
1
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4
.
9
2
'
PL=65.03'
PL=52.03'
R=1
3
'
PL
=
9
1
.
8
1
'
PL
=
1
0
4
.
9
2
'
PL=65.03'
PL=52.03'
R=1
3
'
N.WRIGHT STREET
(E) CITY SEWER LINE (V.I.F)
(E)CITY WATER LINE (V.I.F.)
01-A0.1
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Date
Drawing Title
Project Number
DesignedDrawn
DRAWING NUMBER
Checked
NO. DATE REVISION
ANY DISCREPANCIES. DO NOT SCALE DRAWINGS; USE FIGURED
CONTRACTOR IS TO NOTIFY INFINITE-ARCH FOR CLARIFICATION OF
OR EXISTING FIELD CONDITIONS AGAINST DRAWINGS.
CONTRACTORS ARE TO VERIFY ALL DIMENSIONS ON DRAWINGS
WRITING AND APPROPRIATE COMPENSATION TO INFINITEARCH
COMPLETION OF THIS PROJECT BY OTHERS, EXCEPT BY AGREEMENT IN
ANY OTHER PROJECT OR FOR ADDITIONS TO THIS PROJECT OR FOR
SPECIFICATIONS SHALL NOT BE USED BY THE OWNER OR OTHERS, ON
CONSTRUCTION AT THE SITE REFERENCED HEREON. THE PLANS AND
OCCUPANCY. THE PLANS AND SPECIFICATIONS ARE FOR THE
COPIES FOR REFERENCE IN CONNECTION WITH THE OWNER'S USE OR
IS EXECUTED OR NOT. THE OWNER SHALL BE PERMITTED TO RETAIN
INFINITE ARCH WHETHER THE PROJECT FOR WHICH THEY WERE CREATED
INSTRUMENTS OF SERVICE, ARE AND SHALL REMAIN, THE PROPERTY OF
OWNERSHIP OF DOCUMENTS, PLANS AND SPECIFICATIONS, AS
CALIFORNIA RELATING TO STRUCTURES AND BUILDINGS.
RULES, REGULATIONS AND ORDINANCES OF THE STATE OF
THE BEST OF MY KNOWLEDGE, THE SAME COMPLIES WITH THE
HAS BEEN PREPARED UNDER MY SUPERVISION AND THAT TO
I HEREBY CERTIFY THAT THE ENGINEERING ON THESE PLANS
ENGINEER
DESIGNER
DAVID H. LE
Email: brightark@gmail.com
TEL: (714) 868 2499
Email: brightark@gmail.com
TEL: (714) 868 2499
GARDEN GROVE, CA 92843
10321 WOODBURY RD.
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2 04/09/24 BLDG. REV 1
2102 N Wright St & #2 -
101117955-566/13/2024
LANDSCAPE CONCEPT SITE PLAN
SCALE 1/8" =1'-0"
PL
=
9
1
.
8
1
'
PL
=
1
0
4
.
9
2
'
PL=65.03'
PL=52.03'
R=1
3
'
N. WRIGHT STREET
01-A0.2
Pr
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Date
Drawing Title
Project Number
DesignedDrawn
DRAWING NUMBER
Checked
NO. DATE REVISION
ANY DISCREPANCIES. DO NOT SCALE DRAWINGS; USE FIGURED
CONTRACTOR IS TO NOTIFY INFINITE-ARCH FOR CLARIFICATION OF
OR EXISTING FIELD CONDITIONS AGAINST DRAWINGS.
CONTRACTORS ARE TO VERIFY ALL DIMENSIONS ON DRAWINGS
WRITING AND APPROPRIATE COMPENSATION TO INFINITEARCH
COMPLETION OF THIS PROJECT BY OTHERS, EXCEPT BY AGREEMENT IN
ANY OTHER PROJECT OR FOR ADDITIONS TO THIS PROJECT OR FOR
SPECIFICATIONS SHALL NOT BE USED BY THE OWNER OR OTHERS, ON
CONSTRUCTION AT THE SITE REFERENCED HEREON. THE PLANS AND
OCCUPANCY. THE PLANS AND SPECIFICATIONS ARE FOR THE
COPIES FOR REFERENCE IN CONNECTION WITH THE OWNER'S USE OR
IS EXECUTED OR NOT. THE OWNER SHALL BE PERMITTED TO RETAIN
INFINITE ARCH WHETHER THE PROJECT FOR WHICH THEY WERE CREATED
INSTRUMENTS OF SERVICE, ARE AND SHALL REMAIN, THE PROPERTY OF
OWNERSHIP OF DOCUMENTS, PLANS AND SPECIFICATIONS, AS
CALIFORNIA RELATING TO STRUCTURES AND BUILDINGS.
RULES, REGULATIONS AND ORDINANCES OF THE STATE OF
THE BEST OF MY KNOWLEDGE, THE SAME COMPLIES WITH THE
HAS BEEN PREPARED UNDER MY SUPERVISION AND THAT TO
I HEREBY CERTIFY THAT THE ENGINEERING ON THESE PLANS
ENGINEER
DESIGNER
DAVID H. LE
Email: brightark@gmail.com
TEL: (714) 868 2499
Email: brightark@gmail.com
TEL: (714) 868 2499
GARDEN GROVE, CA 92843
10321 WOODBURY RD.
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INFINITE ARCH
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2 04/09/24 BLDG. REV 1
2102 N Wright St & #2 -
101117955-566/13/2024
EXISTING FLOOR PLAN
SCALE 1/4" =1'-0"
LEGEND:
1 A2.1
3A2.1
A2.1
2
A2.1
4
DESCRIPTIONW x H
1
ID MATERIAL
DOOR SCHEDULE
REMARKS QTY.UL FACTOR SHGC
(N)(E)
DESCRIPTIONW x H
1
ID MATERIAL
2
WINDOW SCHEDULE
REMARKS QTY.UL FACTOR SHGC
(N)(E)
0.3 0.21
2
3
0.3 0.21
3
4
0.3 0.21
4
0.3 0.21
EXISTING HOUSE'S DOOR & WINDOW SCHEDULE
0.3 0.21
5
1
5
2
3
3
3
3
3
3
4
4
1
2
2
2
2
5
34
6
6
0.3 0.21
5
5
EXISTING ROOF PLAN
SCALE 1/8" =1'-0"
01-A1.1
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Date
Drawing Title
Project Number
DesignedDrawn
DRAWING NUMBER
Checked
NO. DATE REVISION
ANY DISCREPANCIES. DO NOT SCALE DRAWINGS; USE FIGURED
CONTRACTOR IS TO NOTIFY INFINITE-ARCH FOR CLARIFICATION OF
OR EXISTING FIELD CONDITIONS AGAINST DRAWINGS.
CONTRACTORS ARE TO VERIFY ALL DIMENSIONS ON DRAWINGS
WRITING AND APPROPRIATE COMPENSATION TO INFINITEARCH
COMPLETION OF THIS PROJECT BY OTHERS, EXCEPT BY AGREEMENT IN
ANY OTHER PROJECT OR FOR ADDITIONS TO THIS PROJECT OR FOR
SPECIFICATIONS SHALL NOT BE USED BY THE OWNER OR OTHERS, ON
CONSTRUCTION AT THE SITE REFERENCED HEREON. THE PLANS AND
OCCUPANCY. THE PLANS AND SPECIFICATIONS ARE FOR THE
COPIES FOR REFERENCE IN CONNECTION WITH THE OWNER'S USE OR
IS EXECUTED OR NOT. THE OWNER SHALL BE PERMITTED TO RETAIN
INFINITE ARCH WHETHER THE PROJECT FOR WHICH THEY WERE CREATED
INSTRUMENTS OF SERVICE, ARE AND SHALL REMAIN, THE PROPERTY OF
OWNERSHIP OF DOCUMENTS, PLANS AND SPECIFICATIONS, AS
CALIFORNIA RELATING TO STRUCTURES AND BUILDINGS.
RULES, REGULATIONS AND ORDINANCES OF THE STATE OF
THE BEST OF MY KNOWLEDGE, THE SAME COMPLIES WITH THE
HAS BEEN PREPARED UNDER MY SUPERVISION AND THAT TO
I HEREBY CERTIFY THAT THE ENGINEERING ON THESE PLANS
ENGINEER
DESIGNER
DAVID H. LE
Email: brightark@gmail.com
TEL: (714) 868 2499
Email: brightark@gmail.com
TEL: (714) 868 2499
GARDEN GROVE, CA 92843
10321 WOODBURY RD.
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2 04/09/24 BLDG. REV 1
2102 N Wright St & #2 -
101117955-566/13/2024
ENLARGED PROPOSED PLAN
SCALE 1/4" =1'-0"
LEGEND:
1 A2.23A2.2
A2.2
2
A2.2
4
DESCRIPTIONW x H
1
ID MATERIAL
2
WINDOW SCHEDULE
REMARKS QTY.UL FACTOR SHGC
(N)(E)
3
4
0.3 0.21
0.3 0.21
5
6
1
A3
2
A3
1
5
2
3
3
3
3
3
4
4
5
2
2
2
2
34
6
5
4
7
7
8
8
8
9
DESCRIPTIONW x H
1
ID MATERIAL
DOOR SCHEDULE
REMARKS QTY.UL FACTOR SHGC
(N)(E)
0.3 0.21
2
3
4
DOOR & WINDOW SCHEDULE
0.3 0.21
5
6
0.3 0.21
4
7
8
9
7
8
9
0.3 0.21
0.3 0.21
0.3 0.21
0.3 0.21
0.3 0.21
0.3 0.21
0.3 0.21
1 HOUR FIRE DETAIL
/ 50 STC SOUND
N.T.S.
ENLARGED PROPOSED ROOF PLAN
SCALE 1/8" =1'-0"
01-A1.2
Pr
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Date
Drawing Title
Project Number
DesignedDrawn
DRAWING NUMBER
Checked
NO. DATE REVISION
ANY DISCREPANCIES. DO NOT SCALE DRAWINGS; USE FIGURED
CONTRACTOR IS TO NOTIFY INFINITE-ARCH FOR CLARIFICATION OF
OR EXISTING FIELD CONDITIONS AGAINST DRAWINGS.
CONTRACTORS ARE TO VERIFY ALL DIMENSIONS ON DRAWINGS
WRITING AND APPROPRIATE COMPENSATION TO INFINITEARCH
COMPLETION OF THIS PROJECT BY OTHERS, EXCEPT BY AGREEMENT IN
ANY OTHER PROJECT OR FOR ADDITIONS TO THIS PROJECT OR FOR
SPECIFICATIONS SHALL NOT BE USED BY THE OWNER OR OTHERS, ON
CONSTRUCTION AT THE SITE REFERENCED HEREON. THE PLANS AND
OCCUPANCY. THE PLANS AND SPECIFICATIONS ARE FOR THE
COPIES FOR REFERENCE IN CONNECTION WITH THE OWNER'S USE OR
IS EXECUTED OR NOT. THE OWNER SHALL BE PERMITTED TO RETAIN
INFINITE ARCH WHETHER THE PROJECT FOR WHICH THEY WERE CREATED
INSTRUMENTS OF SERVICE, ARE AND SHALL REMAIN, THE PROPERTY OF
OWNERSHIP OF DOCUMENTS, PLANS AND SPECIFICATIONS, AS
CALIFORNIA RELATING TO STRUCTURES AND BUILDINGS.
RULES, REGULATIONS AND ORDINANCES OF THE STATE OF
THE BEST OF MY KNOWLEDGE, THE SAME COMPLIES WITH THE
HAS BEEN PREPARED UNDER MY SUPERVISION AND THAT TO
I HEREBY CERTIFY THAT THE ENGINEERING ON THESE PLANS
ENGINEER
DESIGNER
DAVID H. LE
Email: brightark@gmail.com
TEL: (714) 868 2499
Email: brightark@gmail.com
TEL: (714) 868 2499
GARDEN GROVE, CA 92843
10321 WOODBURY RD.
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DIMENSIONS.
INFINITE ARCH
1 11/15/23 PLNG. REV 1
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2 04/09/24 BLDG. REV 1
2102 N Wright St & #2 -
101117955-566/13/2024
EXISTING NORTH ELEVATION
SCALE 1/4" =1'-0"
EXISTING EAST ELEVATION
SCALE 1/4" =1'-0"
EXISTING SOUTH ELEVATION
SCALE 1/4" =1'-0"
EXISTING WEST ELEVATION
SCALE 1/4" =1'-0"
GROUND LEVEL
-2"
FINISH SLAB
± 0.0
TOP PLATE
+8'-0"
TOP OF STRUCTURE
+13'-8"
TOP OF LOWER ROOF
+11'-10"
GROUND LEVEL
-5"
FINISH SLAB
± 0.0
TOP PLATE
+8'-0"
TOP OF STRUCTURE
+13'-8"
TOP OF LOWER ROOF
+11'-10"
FINISH SLAB
± 0.0
TOP PLATE
+8'-0"
TOP OF STRUCTURE
+13'-8"
TOP OF LOWER ROOF
+11'-10"
GROUND LEVEL
-5"
GROUND LEVEL
-2"
FINISH SLAB
± 0.0
TOP PLATE
+8'-0"
TOP OF STRUCTURE
+13'-18"
TOP OF LOWER ROOF
+11'-10"
01-A2.1
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a
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e
Date
Drawing Title
Project Number
DesignedDrawn
DRAWING NUMBER
Checked
NO. DATE REVISION
ANY DISCREPANCIES. DO NOT SCALE DRAWINGS; USE FIGURED
CONTRACTOR IS TO NOTIFY INFINITE-ARCH FOR CLARIFICATION OF
OR EXISTING FIELD CONDITIONS AGAINST DRAWINGS.
CONTRACTORS ARE TO VERIFY ALL DIMENSIONS ON DRAWINGS
WRITING AND APPROPRIATE COMPENSATION TO INFINITEARCH
COMPLETION OF THIS PROJECT BY OTHERS, EXCEPT BY AGREEMENT IN
ANY OTHER PROJECT OR FOR ADDITIONS TO THIS PROJECT OR FOR
SPECIFICATIONS SHALL NOT BE USED BY THE OWNER OR OTHERS, ON
CONSTRUCTION AT THE SITE REFERENCED HEREON. THE PLANS AND
OCCUPANCY. THE PLANS AND SPECIFICATIONS ARE FOR THE
COPIES FOR REFERENCE IN CONNECTION WITH THE OWNER'S USE OR
IS EXECUTED OR NOT. THE OWNER SHALL BE PERMITTED TO RETAIN
INFINITE ARCH WHETHER THE PROJECT FOR WHICH THEY WERE CREATED
INSTRUMENTS OF SERVICE, ARE AND SHALL REMAIN, THE PROPERTY OF
OWNERSHIP OF DOCUMENTS, PLANS AND SPECIFICATIONS, AS
CALIFORNIA RELATING TO STRUCTURES AND BUILDINGS.
RULES, REGULATIONS AND ORDINANCES OF THE STATE OF
THE BEST OF MY KNOWLEDGE, THE SAME COMPLIES WITH THE
HAS BEEN PREPARED UNDER MY SUPERVISION AND THAT TO
I HEREBY CERTIFY THAT THE ENGINEERING ON THESE PLANS
ENGINEER
DESIGNER
DAVID H. LE
Email: brightark@gmail.com
TEL: (714) 868 2499
Email: brightark@gmail.com
TEL: (714) 868 2499
GARDEN GROVE, CA 92843
10321 WOODBURY RD.
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INFINITE ARCH
1 11/15/23 PLNG. REV 1
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2 04/09/24 BLDG. REV 1
2102 N Wright St & #2 -
101117955-566/13/2024
PROPOSED NORTH ELEVATION
SCALE 1/4" =1'-0"
GROUND LEVEL
-5"
FINISH SLAB
± 0.0
TOP PLATE
+8'-0"
TOP OF STRUCTURE
+13'-8"
TOP OF LOWER ROOF
+11'-10"
PROPOSED EAST ELEVATION
SCALE 1/4" =1'-0"
EXISTING SOUTH ELEVATION
SCALE 1/4" =1'-0"
EXISTING WEST ELEVATION
SCALE 1/4" =1'-0"
FINISH SLAB
± 0.0
TOP PLATE
+8'-0"
TOP OF STRUCTURE
+13'-8"
TOP OF LOWER ROOF
+11'-10"
GROUND LEVEL
-2"
FINISH SLAB
± 0.0
TOP PLATE
+8'-0"
TOP OF STRUCTURE
+13'-18"
TOP OF LOWER ROOF
+11'-10"
GROUND LEVEL
-2"
FINISH SLAB
± 0.0
TOP PLATE
+8'-0"
TOP OF STRUCTURE
+13'-8"
TOP OF LOWER ROOF
+11'-10"
GROUND LEVEL
-5"
01-A2.2
Pr
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Date
Drawing Title
Project Number
DesignedDrawn
DRAWING NUMBER
Checked
NO. DATE REVISION
ANY DISCREPANCIES. DO NOT SCALE DRAWINGS; USE FIGURED
CONTRACTOR IS TO NOTIFY INFINITE-ARCH FOR CLARIFICATION OF
OR EXISTING FIELD CONDITIONS AGAINST DRAWINGS.
CONTRACTORS ARE TO VERIFY ALL DIMENSIONS ON DRAWINGS
WRITING AND APPROPRIATE COMPENSATION TO INFINITEARCH
COMPLETION OF THIS PROJECT BY OTHERS, EXCEPT BY AGREEMENT IN
ANY OTHER PROJECT OR FOR ADDITIONS TO THIS PROJECT OR FOR
SPECIFICATIONS SHALL NOT BE USED BY THE OWNER OR OTHERS, ON
CONSTRUCTION AT THE SITE REFERENCED HEREON. THE PLANS AND
OCCUPANCY. THE PLANS AND SPECIFICATIONS ARE FOR THE
COPIES FOR REFERENCE IN CONNECTION WITH THE OWNER'S USE OR
IS EXECUTED OR NOT. THE OWNER SHALL BE PERMITTED TO RETAIN
INFINITE ARCH WHETHER THE PROJECT FOR WHICH THEY WERE CREATED
INSTRUMENTS OF SERVICE, ARE AND SHALL REMAIN, THE PROPERTY OF
OWNERSHIP OF DOCUMENTS, PLANS AND SPECIFICATIONS, AS
CALIFORNIA RELATING TO STRUCTURES AND BUILDINGS.
RULES, REGULATIONS AND ORDINANCES OF THE STATE OF
THE BEST OF MY KNOWLEDGE, THE SAME COMPLIES WITH THE
HAS BEEN PREPARED UNDER MY SUPERVISION AND THAT TO
I HEREBY CERTIFY THAT THE ENGINEERING ON THESE PLANS
ENGINEER
DESIGNER
DAVID H. LE
Email: brightark@gmail.com
TEL: (714) 868 2499
Email: brightark@gmail.com
TEL: (714) 868 2499
GARDEN GROVE, CA 92843
10321 WOODBURY RD.
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GRAB BAR SECTION DETAIL
N.T.S.
PROPOSED SECTION
SCALE 1/4" =1'-0"
PROPOSED SECTION
SCALE 1/4" =1'-0"
FINISH SLAB
± 0.0
TOP PLATE
+8'-0"
TOP OF STRUCTURE
+13'-8"
TOP OF LOWER ROOF
+11'-10"
GROUND LEVEL
-5"
FINISH SLAB
± 0.0
TOP PLATE
+8'-0"
TOP OF STRUCTURE
+13'-8"
TOP OF LOWER ROOF
+11'-10"
GROUND LEVEL
-2"
””
”
”
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””
”
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01-A3
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Date
Drawing Title
Project Number
DesignedDrawn
DRAWING NUMBER
Checked
NO. DATE REVISION
ANY DISCREPANCIES. DO NOT SCALE DRAWINGS; USE FIGURED
CONTRACTOR IS TO NOTIFY INFINITE-ARCH FOR CLARIFICATION OF
OR EXISTING FIELD CONDITIONS AGAINST DRAWINGS.
CONTRACTORS ARE TO VERIFY ALL DIMENSIONS ON DRAWINGS
WRITING AND APPROPRIATE COMPENSATION TO INFINITEARCH
COMPLETION OF THIS PROJECT BY OTHERS, EXCEPT BY AGREEMENT IN
ANY OTHER PROJECT OR FOR ADDITIONS TO THIS PROJECT OR FOR
SPECIFICATIONS SHALL NOT BE USED BY THE OWNER OR OTHERS, ON
CONSTRUCTION AT THE SITE REFERENCED HEREON. THE PLANS AND
OCCUPANCY. THE PLANS AND SPECIFICATIONS ARE FOR THE
COPIES FOR REFERENCE IN CONNECTION WITH THE OWNER'S USE OR
IS EXECUTED OR NOT. THE OWNER SHALL BE PERMITTED TO RETAIN
INFINITE ARCH WHETHER THE PROJECT FOR WHICH THEY WERE CREATED
INSTRUMENTS OF SERVICE, ARE AND SHALL REMAIN, THE PROPERTY OF
OWNERSHIP OF DOCUMENTS, PLANS AND SPECIFICATIONS, AS
CALIFORNIA RELATING TO STRUCTURES AND BUILDINGS.
RULES, REGULATIONS AND ORDINANCES OF THE STATE OF
THE BEST OF MY KNOWLEDGE, THE SAME COMPLIES WITH THE
HAS BEEN PREPARED UNDER MY SUPERVISION AND THAT TO
I HEREBY CERTIFY THAT THE ENGINEERING ON THESE PLANS
ENGINEER
DESIGNER
DAVID H. LE
Email: brightark@gmail.com
TEL: (714) 868 2499
Email: brightark@gmail.com
TEL: (714) 868 2499
GARDEN GROVE, CA 92843
10321 WOODBURY RD.
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PROPOSED UTILITY LAYOUT PLAN
SCALE 1/4" =1'-0"
LEGEND:
·
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·
’’’
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“”
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“”
01-A4
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Drawing Title
Project Number
DesignedDrawn
DRAWING NUMBER
Checked
NO. DATE REVISION
ANY DISCREPANCIES. DO NOT SCALE DRAWINGS; USE FIGURED
CONTRACTOR IS TO NOTIFY INFINITE-ARCH FOR CLARIFICATION OF
OR EXISTING FIELD CONDITIONS AGAINST DRAWINGS.
CONTRACTORS ARE TO VERIFY ALL DIMENSIONS ON DRAWINGS
WRITING AND APPROPRIATE COMPENSATION TO INFINITEARCH
COMPLETION OF THIS PROJECT BY OTHERS, EXCEPT BY AGREEMENT IN
ANY OTHER PROJECT OR FOR ADDITIONS TO THIS PROJECT OR FOR
SPECIFICATIONS SHALL NOT BE USED BY THE OWNER OR OTHERS, ON
CONSTRUCTION AT THE SITE REFERENCED HEREON. THE PLANS AND
OCCUPANCY. THE PLANS AND SPECIFICATIONS ARE FOR THE
COPIES FOR REFERENCE IN CONNECTION WITH THE OWNER'S USE OR
IS EXECUTED OR NOT. THE OWNER SHALL BE PERMITTED TO RETAIN
INFINITE ARCH WHETHER THE PROJECT FOR WHICH THEY WERE CREATED
INSTRUMENTS OF SERVICE, ARE AND SHALL REMAIN, THE PROPERTY OF
OWNERSHIP OF DOCUMENTS, PLANS AND SPECIFICATIONS, AS
CALIFORNIA RELATING TO STRUCTURES AND BUILDINGS.
RULES, REGULATIONS AND ORDINANCES OF THE STATE OF
THE BEST OF MY KNOWLEDGE, THE SAME COMPLIES WITH THE
HAS BEEN PREPARED UNDER MY SUPERVISION AND THAT TO
I HEREBY CERTIFY THAT THE ENGINEERING ON THESE PLANS
ENGINEER
DESIGNER
DAVID H. LE
Email: brightark@gmail.com
TEL: (714) 868 2499
Email: brightark@gmail.com
TEL: (714) 868 2499
GARDEN GROVE, CA 92843
10321 WOODBURY RD.
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A5.1
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Date
Drawing Title
Project Number
DesignedDrawn
DRAWING NUMBER
Checked
NO. DATE REVISION
ANY DISCREPANCIES. DO NOT SCALE DRAWINGS; USE FIGURED
CONTRACTOR IS TO NOTIFY INFINITE-ARCH FOR CLARIFICATION OF
OR EXISTING FIELD CONDITIONS AGAINST DRAWINGS.
CONTRACTORS ARE TO VERIFY ALL DIMENSIONS ON DRAWINGS
WRITING AND APPROPRIATE COMPENSATION TO INFINITEARCH
COMPLETION OF THIS PROJECT BY OTHERS, EXCEPT BY AGREEMENT IN
ANY OTHER PROJECT OR FOR ADDITIONS TO THIS PROJECT OR FOR
SPECIFICATIONS SHALL NOT BE USED BY THE OWNER OR OTHERS, ON
CONSTRUCTION AT THE SITE REFERENCED HEREON. THE PLANS AND
OCCUPANCY. THE PLANS AND SPECIFICATIONS ARE FOR THE
COPIES FOR REFERENCE IN CONNECTION WITH THE OWNER'S USE OR
IS EXECUTED OR NOT. THE OWNER SHALL BE PERMITTED TO RETAIN
INFINITE ARCH WHETHER THE PROJECT FOR WHICH THEY WERE CREATED
INSTRUMENTS OF SERVICE, ARE AND SHALL REMAIN, THE PROPERTY OF
OWNERSHIP OF DOCUMENTS, PLANS AND SPECIFICATIONS, AS
CALIFORNIA RELATING TO STRUCTURES AND BUILDINGS.
RULES, REGULATIONS AND ORDINANCES OF THE STATE OF
THE BEST OF MY KNOWLEDGE, THE SAME COMPLIES WITH THE
HAS BEEN PREPARED UNDER MY SUPERVISION AND THAT TO
I HEREBY CERTIFY THAT THE ENGINEERING ON THESE PLANS
ENGINEER
DESIGNER
DAVID H. LE
Email: brightark@gmail.com
TEL: (714) 868 2499
Email: brightark@gmail.com
TEL: (714) 868 2499
GARDEN GROVE, CA 92843
10321 WOODBURY RD.
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N/A
N/A
N/A
N/A
N/A
CO
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2102 N Wright St & #2 -
101117955-566/13/2024
A5.2
Pr
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Date
Drawing Title
Project Number
DesignedDrawn
DRAWING NUMBER
Checked
NO. DATE REVISION
ANY DISCREPANCIES. DO NOT SCALE DRAWINGS; USE FIGURED
CONTRACTOR IS TO NOTIFY INFINITE-ARCH FOR CLARIFICATION OF
OR EXISTING FIELD CONDITIONS AGAINST DRAWINGS.
CONTRACTORS ARE TO VERIFY ALL DIMENSIONS ON DRAWINGS
WRITING AND APPROPRIATE COMPENSATION TO INFINITEARCH
COMPLETION OF THIS PROJECT BY OTHERS, EXCEPT BY AGREEMENT IN
ANY OTHER PROJECT OR FOR ADDITIONS TO THIS PROJECT OR FOR
SPECIFICATIONS SHALL NOT BE USED BY THE OWNER OR OTHERS, ON
CONSTRUCTION AT THE SITE REFERENCED HEREON. THE PLANS AND
OCCUPANCY. THE PLANS AND SPECIFICATIONS ARE FOR THE
COPIES FOR REFERENCE IN CONNECTION WITH THE OWNER'S USE OR
IS EXECUTED OR NOT. THE OWNER SHALL BE PERMITTED TO RETAIN
INFINITE ARCH WHETHER THE PROJECT FOR WHICH THEY WERE CREATED
INSTRUMENTS OF SERVICE, ARE AND SHALL REMAIN, THE PROPERTY OF
OWNERSHIP OF DOCUMENTS, PLANS AND SPECIFICATIONS, AS
CALIFORNIA RELATING TO STRUCTURES AND BUILDINGS.
RULES, REGULATIONS AND ORDINANCES OF THE STATE OF
THE BEST OF MY KNOWLEDGE, THE SAME COMPLIES WITH THE
HAS BEEN PREPARED UNDER MY SUPERVISION AND THAT TO
I HEREBY CERTIFY THAT THE ENGINEERING ON THESE PLANS
ENGINEER
DESIGNER
DAVID H. LE
Email: brightark@gmail.com
TEL: (714) 868 2499
Email: brightark@gmail.com
TEL: (714) 868 2499
GARDEN GROVE, CA 92843
10321 WOODBURY RD.
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2102 N Wright St & #2 -
101117955-566/13/2024
#6 AND LARGER
#5 AND SMALLER
A. POURED AGAINST EARTH
B. POURED AGAINST FORM BELOW GRADE
2''
1 1/2''
3''
2''
REINFORCING STEEL
GLULAMS/MFR. WD. PROD.
D. SLABS ON GRADE (FROM TOP OF SLAB)
E. COLUMNS AND BEAMS TO MAIN BARS
F. WALLS - EXPOSED TO WEATHER NOT
EXPOSED TO WEATHER, #11 AND SMALLER
CONCRETE
STRUCTURAL STEEL
GENERAL NOTES
C. FORMED SLABS
LUMBER/CARPENTRY
1 1/2''
#14 AND #18 1 1/2"
1''
1''FOUNDATION/SITEWORK
4X16 #1: Fb= 1000 PSI
SINGLE/REPETITIVE
6
2X6 #2: Fb= 1170/1345 PSI
2X8 #2: Fb= 1080/1242 PSI
2X10 #2: Fb= 990/1138 PSI
2X12 #2: Fb= 900/1150 PSI
2X14 #2: Fb= 810/ 931 PSI
4X6 #2: Fb= 1170 PSI
4X8 #2: Fb= 1170 PSI
4X10 #2: Fb= 1080 PSI
4X14 #1: Fb= 1000 PSI
6X12 #1: Fb= 1350 PSI
4X12 #1: Fb= 1100 PSI ; Fv=180 psi E= 1.7x10
2X4 #2: Fb= 1350/1552 PSI ; Fv=180 psi E=1.6x10
4X4 #2: Fb= 1350 PSI
2018 NDS STRESS VALUES FOR DOUGLAS FIR-LARCH:
CONC.
2''
2''
3/4"
MASONRY
2''
1 1/2''
1 1/2''
1 1/2"
2''
1''
1''
3/4"
1 1/2"
6X10 #1: Fb= 1350 PSI ; Fv=170 psi, E=1.6x10
LUMBER/CARPENTRY (cont.)
DESIGN LOADS:
SHEET INDEX:
S.0 STRUCTURAL GENERAL NOTES
S.1 FOUNDATION PLAN
S.2 ROOF FRAMING PLAN
SD1 FOUNDATION DETAILS
SD2 STRUCTURAL DETAILS
NAILING SCHEDULE
SEISMIC DESIGN DATA
IMPORTANCE FACTOR 1.0
SITE CLASS D
SS 1.313
S1 0.468
SDS 1.05
SD1 NULL
SDC D
LATERAL FORCE RESISTING SYSTEM 15
BASE SHEAR
CS 0.146
R 6.5
W 2.50
PROCEDURE USED ELF
REDUNDANCY FACTOR 1.3
WIND DESIGN
PROCEDURE USED MWFRS
BASIC WIND SPEED 95 MPH
RISK CATEGORY II
WIND EXPOSURE C
SOIL
SOIL REPORT PREPARED BY
PROJECT NUMBER
DATE
SOIL BEARING PRESSURE 1500 PSF
VERTICAL
11 PSF
ROOF RAFTER LL =
ROOF RAFTER DL =
20 PSF
15 PSF
INT. WALL DL = 10 PSF
EXT. WALL DL =
( CBC 2022 )
CEILING JOIST LL =
CEILING JOIST DL = 4 PSF
10 PSF
TYPICAL FLOOR/ROOF DECK/DECK SHEATHING
TYPICAL SLOPED/FLAT NON-ASSEMBLY ROOF SHEATHING
HORIZONTAL DIAPHRAGM:
6
6
12.ALL NAILING TO BE PER TABLE NUMBER 2304.9.1 OF THE LATEST
CALIFORNIA BUILDING CODE (CBC), UNLESS NOTED OTHERWISE.
13.PLYWOOD FLOOR AND ROOF SHEATHING SHALL BE LAID CONTINUOUS
OVER TWO OR MORE SUPPORTS WITH FACE GRAIN PERPENDICULAR TO
SUPPORTS (UNLESS SHOWN OTHERWISE). STAGGER ALL PLYWOOD
PANELS A MINIMUM OF 4'-0".
14.FLOOR SHEATHING TO BE NAILED AND GLUED TO THE JOISTS. USE
ADHESIVES PER A.P.A. AFG-01 OR ASTM D3498.
15.FRAMING CONTRACTOR SHALL PROVIDE BACKING AS REQUIRED FOR
ALL LIGHT FIXTURES, CABINETS, WARDROBES, TOWEL BARS, AND
HANDRAILS AS REQUIRED AND REQUESTED BY GENERAL CONTRACTOR.
16.EXTERIOR WOOD POSTS AND COLUMNS SUPPORTED BY A CONCRETE
SLAB SHALL BE INSTALLED A MINIMUM OF 8" ABOVE EXPOSED EARTH
AND AT LEAST 1" ABOVE SLAB ON METAL POST BASES. (EXCEPTION:
POSTS OR COLUMNS OF APPROVED WOOD WITH NATURAL RESISTANCE
TO DECAY OR TREATED WOOD). POSTS OR COLUMNS RESTING ON
CON-CRETE PIERS SURROUNDED BY EXISTING GRADE SHALL BE A
MINIMUM OF 8" ABOVE ADJACENT GRADE PER CBC (LATEST EDITION).
ALL ISOLATED INTERIOR AND EXTERIOR WOOD POSTS ATTACHED
DIRECTLY TO CONCRETE SHALL BE SECURED WITH SIMPSON 'ABU',
U.N.O.
17.PROVIDE 2x4 FLAT HEADERS AT ALL INTERIOR NON-BEARING OPENINGS
UP TO 36 INCHES IN WIDTH AND 4x4 HEADERS FOR OPENINGS 3 ft TO 6 ft
IN WIDTH.
18.PROVIDE MINIMUM 1/2" CLEARANCE (VOID SPACE) FROM TOP OF ALL
INTERIOR NON-BEARING PARTITIONS TO ROOF AND CEILING FRAMING
ABOVE.
19.ALL EXTERIOR WALLS ADJACENT TO VAULTED CEILINGS SHALL BE
BALLOON FRAMED WITH CONTINUOUS STUDS TO BOTTOM CHORD OF
TRUSS OR 2X RAFTER OR DOUBLE 2x TOP PLATE, U.N.O.
20.WHEN PLYWOOD SIDING IS USED AS AN EXTERIOR OR INTERIOR WALL
COVERING, PROVIDE SOLID BLOCKING AT ANY HORIZONTAL JOINTS
BETWEEN SOLE PLATE AND ANY TOP PLATE. "Z" BAR METAL SHALL BE
USED AT EXTERIOR HORIZONTAL JOINTS.
21.INSTALL FIREBLOCKS TO CUT OFF ALL HORIZONTAL AND VERTICAL
DRAFT OPENINGS BETWEEN TWO STORIES AND ROOF ATTIC SPACES.
FIREBLOCKS SHALL BE OF 2 INCH NOMINAL THICKNESS. LOCATION OF
FIREBLOCKS SHALL INCLUDE:
A.STUD WALLS AT FURRED SOFFITS, CEILING AND FLOOR LEVELS.
B.AROUND TOP, BOTTOM, SIDES AND ENDS OF SLIDING POCKET DOORS
C.BETWEEN STAIR STRINGERS AT TOP AND BOTTOM OF RUN AND
BETWEEN STUDS IN A WALL PARALLEL AND ADJOINING RUN OF STAIRS.
22.FASTENING OF MULTIPLE MEMBERS:
DOUBLE & TRIPLE JOISTS;
16d NAILS AT 12" O.C STAGGERED (BOTH SIDES FOR TRIPLES).
FOUR OR MORE JOISTS;
1/2" DIA. M.B's AT 18" O.C STAGGERED.
4X OR LARGER BEAMS;
1/2" DIA. M.B's AT 12" O.C STAGGERED.
23.ALL ROUGH OR RESAWN BEAMS ARE TO BE FREE OF GRADING STAMP
LABELS AND FREE OF HEART CENTER (FOHC).
24.ALL HANGING 2X JOISTS SHALL UTILIZE SIMPSON "LUS" HANGERS, U.N.O.
AND SIMPSON "IUS" FOR I-JOISTS, U.N.O.
25.ALL BEARING WALLS ON A WOOD FLOOR ARE TO BE SUPPORTED WITH
DOUBLE JOISTS OR SOLID BLOCKING, UNLESS NOTED OTHERWISE.
26.ALL BEAMS TO BE SUPPORTED WITH FULL BEARING STUDS OR POSTS,
U.N.O.
27.ROOF SHEATHING IS TO CONTINUE UNDER "CALIFORNIA FRAMING", TYP.
28.APPLY SHEAR WALL PLYWOOD PRIOR TO ALL BOX-OUTS, FUR-OUTS,
SOFFITS OR ANY OTHER FRAMING THAT MAY INTERRUPT CONTINUITY OF
PLYWOOD.
29.PROVIDE FURRING AS NEEDED TO ALIGN NON-SHEAR WALLS WITH
SHEAR WALLS.
30.PROVIDE 4X OR DOUBLE 2X MEMBERS UNDER SOLE PLATE NAILING LESS
THAN 4 in. O.C., U.N.O.
31.DOUBLE TOP PLATES w/MIN. 48 in. LAP SPLICES TO BE PROVIDED w/MIN.
(12) 16d COMMON NAILS PER TOP PLATE SPLICE U.N.O. PER PLAN.
SDPWS-2015/CBC 2022
MATERIAL 8 FRM'G
SIZE EDGE
NAILING 1,4
FIELD
16D
SILL
LAG5
TRANSFER
--
A.B.'S
9
5/8"VALUE
B 3/8" APA
SHEARWALL SCHEDULE
SINKER
WINDSEISMIC
CONFORMING TO ANSI/AF&PA
FRAMING
CLIP
LTP4/A35
3/8" APA 8d 6"12"4"12"--42"220 plf--307 plf24"
SILL
PLATE
2X4
MIN.
FOOTNOTES:
1.ALL NAILS TO BE COMMON NAILS.
2.SIMPSON LPT4 FRAMING ANCHOR MAY BE SUBSTITUTED AT FLAT CONDITIONS.
3.ALL STUDS, SILL PLATES AND BLOCKING TO BE 3X FRAMING.
4.SOLID BLOCKING SHALL BE PROVIDED AT ALL EDGES AND HORIZONTAL JOINTS.
5.SIMPSON STRONG TIE 1/4" SDS X 6" LONG LAG SCREWS.
6.PLYWOOD APPLIED TO BOTH SIDES SHALL BE OFFSET OR FRAMING SHALL BE 3X AND
NAILS ON EACH SIDE SHALL BE STAGGERED.
7.3X @ PANEL JOINTS; 2X FRMG AT TOP PLATES MAY BE USED PROVIDED FULL NAILING
WIDTH IS AVAILABLE TO ONE PIECE OF SHT'G; STAGGER NAILS 1/2" & SHT'G. ONE SIDE
ONLY.
8.SHEETS SHALL NOT BE LESS THAN 4FT BY 8FT, EXCEPT AT BOUNDARIES AND CHANGES
WHERE SHEET SHALL BE 24" MINIMUM.
9.SQUARE PLATE WASHERS SHALL BE USED WITH ALL ANCHOR BOLTS.
5 8" A.B. - 3" X 3" X 0.229"
3 4" A.B. - 3" X 3" X 0.229"
10.USE 4-1/2" SQ. X .229" AT 2X6 WALLS.
11.3X MUDSILL PLATES
3X MIN.
STAGG'D
2X4 BLK. W/
16d @ 4" OC
SOLID RIM
OR BLK'G
SOLE PLATE CONNECTION TO FRAMING BELOW (1)
STD.
3XDESCRIPTION
A
RATED
RATED 8d 4"12"3"12"--36"320 plf--447 plf16"2X4
CAP.
VALUE
CAP.
C 3/8" APA
RATED 8d 3"12"3"8"--24"410 plfYES 575 plf12"2X4
7
STAGG.
D 3/8" APA
RATED 8d 2"12"2"6"--16"530 plfYES 742 plf10"2X4
7
STAGG.
E 15/32" APA
RATED 10d 2"12"4"--12"770 plfYES 770 plf10"2X4
7 --
F 15/32"
STRUC. 1 10d 2"12"4"--12"870 plfYES 870 plf8"2X47--
WD. PANEL
SPECIAL INSPECTION
B. HIGH-STRENGTH AND ANCHOR BOLTS
C. STEEL MOMENT FRAME CONNECTIONS
A. FIELD WELDING
D. EPOXY ANCHORS
(Continuous)
(Continuous)
E. STRUCTURAL MASONRY (AS NOTED)
(Continuous)
(Continuous)
(Sect. 1704.5.1.3)
F. STRUCTURAL PLYWOOD (<=4" O.C.)(Periodic)
G. CONCRETE (OVER 2500 psi)(Continuous)
H. POST-TENSION (WHEN OCCURS)(Continuous)
I. CAST-IN-PLACE CAISSONS (Continuous)
J. SOILS COMPLIANCE (Per Soils Report)
EXPOSURE
REQUIREMENTS FOR CONCRETE BY EXPOSURE CLASS
(ACI 318-19, Table 19.3.2.1)
CLASS
MAX.
W/C
MIN. F'c
(PSI)
ADDITIONAL REQUIREMENTS
AIR CONTENT LIMITS ON CEMENT. MAT'L.
EXPOSURE
CLASS
MAX.
W/C
MIN. F'c
(PSI)
CEMENTITIOUS MATERIAL TYPE
ASTM C150
S0 N/A 2,500
S1 0.50 4,000
S2 0.45 4,500
S3
0.45 4,500
ASTM C595 ASTM C1157
CALCIUM
CHLORIDE
------------
II
V
V+POZZOLAN
or SLAG
TYPE WITH (MS)
DESIGNATION
TYPE WITH (HS)
DESIGNATION
TYPES WITH (HS)
DESIGNATION + POZ
MS
HS
HS+POZZOLAN
or SLAG
---
NOT
PERMITTED
NOT
PERMITTED
EXPOSURE
CLASS
MAX.
W/C
MIN. F'c
(PSI)
W0 N/A 2,500
W1 N/A 2,500
NONE
26.4.2.2(d)
EXPOSURE
CLASS
MAX.
W/C
MIN. F'c
(PSI)
MAX. CHLORIDE ION CONTENT % BY WT.
REINFORCED CONC.
C0 N/A 2,500
C1 N/A 2,500
C2 0.40 5,000
RELATED
PROVISIONS
1.00 NONE
0.30
0.15
---
CONCRETE
COVER
PRESTRESSED CONC.
0.06
0.06
0.06
ADDITIONAL REQUIREMENTS
1,2
4
5,6
6
7
7 5
9,10
1,2
1,2
1,2
FREEZING/THAWING
SULFATE
IN CONTACT WITH WATER
CORROSION PROTECTION OF REINFORCEMENT
NOTES:
1.THE w/cm IS BASED ON ALL CEMENTITIOUS AND SUPPLEMENTARY CEMENTITIOUS MAT. IN THE
CONCRETE MIXTURE.
2.THE MAXIMUM w/cm LIMITS DO NOT APPLY TO LIGHTWEIGHT CONCRETE.
3.FOR PLAIN CONCRETE, THE MAXIMUM w/cm SHALL BE 0.45 AND THE MINIMUM F'c SHALL BE 4,500 PSI.
4.ALTERNATIVE COMBINATIONS OF CEMENTITIOUS MAT. TO THOSE LISTED ARE PERMITTED FOR ALL
SULFATE EXPOSURE CLASSES WHEN TESTED FOR SULFATE RESISTANCE AND MEETING THE CRITERIA
IN 26.4.2.2(c).
5.FOR SEAWATER EXPOSURE, OTHER TYPES OF PORTLAND CEMENTS WITH TRICALCIUM ALUMINATE
(C3A) CONTENTS UP TO 10 PERCENT ARE PERMITTED IF THE w/cm DOES NOT EXCEED 0.40.
6.OTHER AVAILABLE TYPES OF CEMENT SUCH AS TYPE I OR TYPE III ARE PERMITTED IN EXPOSURE
CLASSES S1 OR S2 IF THE C3A CONTENTS ARE LESS THAN 8 PERCENT FOR EXPOSURE CLASS S1 OR
LESS THAN 5 PERCENT FOR EXPOSURE CLASS S2.
7.THE AMOUNT OF THE SPECIFIC SOURCE OF THE POZZOLAN OR SLAG CEMENT TO BE USED SHALL BE
AT LEAST THE AMOUNT THAT HAS BEEN DETERMINED BY SERVICE RECORD TO IMPROVE SULFATE
RESISTANCE WHEN USED IN CONCRETE CONTAINING TYPE V CEMENT. ALTERNATIVELY, THE AMOUNT
OF THE SPECIFIC SOURCE OF THE POZZOLAN OR SLAG CEMENT TO BE USED SHALL BE AT LEAST THE
AMOUNT TESTED IN ACCORDANCE WITH ASTM C1012 AND MEETING THE CRITERIA IN 26.4.2.2(c).
8.IF TYPE V CEMENT IS USED AS THE SOLE CEMENTITIOUS MAT., THE OPTIONAL SULFATE RESISTANCE
REQUIREMENT OF 0.040 PERCENT MAXIMUM EXPANSION IN ASTM C150 SHALL BE SPECIFIED.
9.THE MASS OF SUPPLEMENTARY CEMENTITIOUS MAT. USED IN DETERMINING THE CHLORIDE CONTENT
SHALL NOT EXCEED THE MASS OF THE PORTLAND CEMENT.
10.CRITERIA FOR DETERMINATION OF CHLORIDE CONTENT ATRE IN 26.4.2.2.
11.CONCRETE COVER SHALL BE IN ACCORDANCE WITH 20.5.
3 3
W2 0.50 4,000 26.4.2.2(d)
OR SLAG
OPT.
1
0.40 5,000OPT.
2 V 8 TYPE WITH (HS)
DESIGNATION HS
NOT
PERMITTED
11
FLAT BLOCKING TO TRUSS AND WEB FILLER, FACE NAIL 16d COMMON @ 6" O.C.
2. CEILING JOIST TO TOP PLATE, TOENAIL EACH END 3-8d
3. CEILING JOIST LAPS (NON-PARALLEL CONDITION), FACE NAIL 3-16d
4. CEILING JOIST ATTACHED TO PARALLEL RAFTER, FACE NAIL TABLE 2308.7.3.1
5. COLLAR TIE TO RAFTER, FACE NAIL EACH RAFTER 3-10d
6. RAFTER/ROOF TRUSS TO PLATE, 2 TOENAILS & 1 TOENAIL PER SIDE 3-10d
7. RAFTER TO RIDGE/HIP/VALLEY, TOE NAIL 3-10d
RAFTER TO RIDGE/HIP/VALLEY, END NAIL 2-16d
8. STUD TO STUD (NON-BRACED WALLS), FACE NAIL 16d COMMON @ 24" O.C.
16d BOX @ 16" O.C.
9. STUDS AT CORNERS (BRACED WALLS), FACE NAIL 16d COMMON @ 16" O.C.
16d BOX @ 12" O.C.
10. BUILT-UP HEADER WITH 1/2" SPACER FACE NAIL 16d COMMON @ 16" O.C.
16d BOX @ 12" O.C.
4-8d
12. TOP PLATE TO TOP PLATE, FACE NAIL 16d COMMON AT 16" O.C.
10d BOX @ 12" O.C.
13. DOUBLE TOP PLATE SPLICE, FACE NAIL EACH SIDE 8-16d
14. BOTTOM PLATE TO RIM (NON-BRACED WALLS) FACE NAIL 16d COMMON AT 16" O.C.
16d BOX @ 12" O.C.
15. BOTTOM PLATE TO RIM (BRACED WALLS), FACE NAIL 2-16d
16. TOP/BOTTOM PLATE TO STUD, TOENAIL 4-8d
TOP/BOTTOM PLATE TO STUD, END NAIL 2-16d
17. TOP PLATE LAPS AT CORNERS/INTERSECTIONS, FACE NAIL 2-16d
18. 1" BRACE TO EACH STUD AND PLATE, FACE NAIL 2-8d
19. 1X6 SHEATHING TO BEARING, FACE NAIL 2-8d
20. 1X8 SHEATHING TO BEARING, FACE NAIL 3-8d
21. JOIST TO SILL/TOP PLATE/GIRDER, TOE NAIL 3-8d
22. RIM/BAND JOIST OR BLK'G TO SILL/TOP PLATE, TOE NAIL 8d COMMON @ 6" O.C.
8d BOX @ 4" O.C.
23. 1X6 SUBFLOOR TO EACH JOIST, FACE NAIL 2-8d
24. 2" SUBFLOOR TO JOIST OR GIRDER, FACE NAIL 2-16d
25. 2" PLANKS 2-16d AT EACH BEARING
26. BAND/RIM JOIST TO JOIST, END NAIL 3-16d
27. BUILT-UP GIRDERS AND BEAMS FACE NAIL 20d COMMON @ 32" O.C.
28. LEDGER STRIP SUPPORTING JOISTS, FACE NAIL 3-16d
29. BRIDGING TO JOIST, TOE NAIL 2-8d
11. CONTINUOUS HEADER TO STUD, TOE NAIL
(CBC 2022 TABLE 2304.10.2)
BLOCKING BETWEEN RAFTER/TRUSS NOT AT T.P., EA. END, TOENAIL 2-8d
1. RAFTER/JOIST BLOCKING TO TOP PLATE, TOENAIL 3-8d
2-20d AT ENDS & SPLICE
1.THE GENERAL CONTRACTOR AND EACH SUBCONTRACTOR SHALL
VERIFY ALL DIMENSIONS AND SITE CONDITIONS BEFORE STARTING
STARTING ANY WORK. THE ENGINEER ( DONG ENG. ) SHALL BE NOTIFIED
OF ANY AND ALL DISCREPANCIES.
2.DIMENSIONING SHALL TAKE PRECEDENCE OVER SCALES SHOWN ON
DRAWINGS. TYPICAL DETAILS AND GENERAL NOTES ARE MINIMUM
REQUIREMENTS TO BE USED WHEN CONDITIONS ARE NOT SHOWN
OTHERWISE.
3.NOTES AND DETAILS ON DRAWINGS SHALL TAKE PRECEDENCE OVER
GENERAL NOTES AND TYPICAL DETAILS. WHERE NO DETAILS ARE
SHOWN CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON
PROJECT.
4.ALL WORK SHALL CONFORM TO THE MINIMUM STANDARDS OF THE
2022 EDITION OF THE CALIFORNIA BUILDING CODE (CBC), AND ANY
OTHER REGULATING AGENCIES WHICH HAVE AUTHORITY OVER ANY
PORTION OF THE WORK, INCLUDING THE STATE OF CALIFORNIA DIVISION
OF INDUSTRIAL SAFETY, AND THOSE CODES AND STANDARDS LISTED IN
THESE NOTES AND SPECIFICATIONS.
5.APPROVAL BY THE INSPECTOR DOES NOT CONSTITUTE AUTHORITY TO
DEVIATE FROM THE PLANS AND/OR SPECIFICATIONS. ANY DESIGN
WHICH FAILS TO BE CLEAR OR IS AMBIGUOUS MUST BE REFERRED TO
THE ENGINEER (DONG ENG.) FOR INTERPRETATION OR CLARIFICATION.
6.SEE ARCHITECTURAL, ELECTRICAL AND MECHANICAL DRAWINGS FOR
PITS, TRENCHES, ROOF OPENINGS, DEPRESSIONS ETC. NOT SHOWN ON
STRUCTURAL DRAWINGS.
7.VIBRATION EFFECTS OF MECHANICAL EQUIPMENT HAVE NOT BEEN
CONSIDERED BY ENGINEER.
8.THE DESIGN ADEQUACY AND SAFETY OF ERECTION BRACING, SHORING,
TEMPORARY SUPPORTS, ETC. IS SOLE RESPONSIBILITY OF THE
CONTRACTOR, AND HAS NOT BEEN CONSIDERED BY THE ENGINEER
(DONG ENG.). THE CONTRACTOR IS RESPONSIBLE FOR THE STABILITY OF
THE STRUCTURE PRIOR TO THE APPLICATION OF ALL SHEAR WALLS,
ROOF AND FLOOR DIAPHRAGMS AND FINISH MATERIALS. HE/SHE SHALL
PROVIDE THE NECESSARY BRACING TO PROVIDE STABILITY PRIOR TO
THE APPLICATION OF THE AFOREMENTIONED MATERIALS. STRUCTURAL
OBSERVATION JOB SITE VISITS BY THE ENGINEER SHALL NOT INCLUDE
INSPECTION OF THE ABOVE ITEMS.
9.CONTRACTOR SHALL INVESTIGATE SITE DURING CLEARING AND
EARTHWORK OPERATIONS FOR FILLED EXCAVATIONS OR BURIED
STRUCTURES SUCH AS CESSPOOLS, CISTERNS, FOUNDATIONS, ETC.
IF ANY SUCH STRUCTURES ARE FOUND, THE ENGINEER (DONG ENG.)
AND THE ARCHITECT SHALL BE NOTIFIED IMMEDIATELY.
10.CONSTRUCTION MATERIALS SHALL BE SPREAD OUT IF PLACED ON
FRAMED FLOORS OR ROOF. LOAD SHALL NOT EXCEED THE DESIGN LIVE
LOAD PER SQUARE FOOT. PROVIDE ADEQUATE SHORING AND/OR
BRACING WHERE STRUCTURE HAS NOT ATTAINED DESIGN STRENGTH.
11.CONSTRUCTION DOCUMENTS IDENTIFIED AS "BID SET" ON ANY OR ALL
SHEETS MAY BE SUBJECT TO REVIEW. THIS REVIEW MAY RESULT IN
CHANGES WHICH MAY BE MADE TO THE PLANS PRIOR TO THE ISSUANCE
OF THE FINAL CONSTRUCTION SET WHICH WILL CONTAIN NO "BID SET"
DESIGNATIONS. CONSTRUCTION DOCUMENTS IDENTIFIED AS "BID SET"
ARE NOT CONSTRUED AS BEING THE COMPLETED OR FINAL DRAWINGS
AND THEY SHOULD NOT IN ANY WAY BE USED AS SUCH.
12.ALL GUARD AND HANDRAILS SHALL BE DESIGNED TO WITHSTAND A
POINT LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AND AT ANY
POINT TO TOP RAIL. A 50 PLF LOAD IS REQUIRED AT 3-STORY AND
MULTI-FAMILY PROJECTS. IF OCCUPANT LOAD IS LESS THAN 50, A 20 PLF
LOAD MAY BE USED.
13.THESE PLANS ARE INTENDED SOLELY FOR THE USE OF THE OWNER FOR
CONSTRUCTION AND ARE EXPRESSLY NOT INTENDED FOR USE IN
MARKETING. EXTERIOR ELEVATIONS AND OTHER DETAILS ON THESE
PLANS ARE ONLY A REPRESENTATION AND MAY VARY SIGNIFICANTLY
FROM THE ACTUAL CONSTRUCTION.
14.SLAB-ON-GRADE REQUIREMENTS TO BE PER THE SOIL ENGINEERS
RECOMMENDATIONS SOLELY, U.N.O. THE SLAB-ON-GRADE IS A
NON-STRUCTURAL ITEM AND THEREFORE HAS NOT BEEN DESIGNED BY
THE STRUCTURAL ENGINEER, UNLESS NOTED OTHERWISE.
15.IN THE EVENT OF CONFLICT BETWEEN THE ARCHITECTURAL GENERAL
NOTES AND THE STRUCTURAL GENERAL NOTES (SHT S.0), THE MORE
STRINGENT REQUIREMENT SHALL GOVERN.
1.ALL REINFORCING SHALL BE ASTM A-615 GRADE 40 FOR #4 BARS AND
SMALLER. ALL REINFORCING SHALL BE ASTM A-615 GRADE 60 FOR #5
BARS AND LARGER. WELDED WIRE FABRIC TO BE ASTM A-185, LAP 1-1/2
SPACES, 9" MIN. FOR STRUCTURAL SLABS ALL REINFORCING #5 AND
LARGER TO BE ASTM A-615 GRADE 60
2.ALL BARS SHALL BE DEFORMED AS PER ASTM A615 / A615M.
3.ALL BARS SHALL BE CLEAN OF LOOSE FLAKY RUST, GREASE OR OR
OTHER MATERIALS LIKELY TO IMPAIR BOND.
4.ALL BENDS SHALL BE MADE COLD.
5.SPLICING OF #3-#6 BARS SHALL HAVE A MIN. LAPPING OF 30 DIA. OR 2'-0"
MIN. IN ALL CONTINUOUS REINFORCEMENT OF FOOTINGS AND
CONCRETE WALLS, EXCEPT AS NOTED ON PLANS. MASONRY
REINFORCEMENT SHALL HAVE LAPPINGS OF 40 DIA. FOR GRADE 40 AND
48 DIA. FOR GRADE 60 OR 2'-0" MIN., U.N.O.
6.ALL REINFORCING BARS SHALL BE ACCURATELY AND SECURELY PLACED
BEFORE POURING CONCRETE.
7.CONCRETE PROTECTION FOR REINFORCEMENT SHALL BE AT LEAST
EQUAL TO THE DIAMETER OF THE BARS. COVER SHALL BE AS FOLLOW:
1.SPECIAL INSPECTION IS REQUIRED PER CBC SECTION
109, 1704 & 1705 FOR THE FOLLOWING CONDITIONS:
1.ALL CONCRETE SHALL CONFORM TO THE LATEST EDITION OF THE
CALIFORNIA CRC CODE.
2.CONCRETE SHALL CONFORM TO "EXPOSURE CLASS" REQUIREMENTS OF
ACI 318-19 REFER TO SOILS REPORT FOR SOIL CONDITIONS.
3.ALL CEMENT SHALL CONFORM TO ASTM C-150, C-595 OR C-1157. USE
CEMENT TYPE ................................................ TYPE II
4.FINE AND COARSE AGGREGATE SHALL CONFORM TO ASTM C-33 FOR
STANDARD WEIGHT CONCRETE AND ASTM C-330 FOR LIGHTWEIGHT
CONCRETE.
5.CONCRETE FOR SLAB-ON-GRADE SHALL HAVE A MAX. SLUMP OF 5" PER
ASTM C-143 AND MAX. SLUMP OF 4" FOR FOOTINGS AND GRADE BEAMS,
U.N.O. READY-MIX CONCRETE SHALL BE MIXED AND DELIVERED PER ASTM
C-94.
6.DRYPACK SHALL BE COMPOSED OF ONE PART PORTLAND CEMENT TO NOT
MORE THAN THREE PARTS SAND.
7.ANCHOR BOLTS, HOLDOWN BOLTS, DOWELS, INSERTS, ETC. SHALL BE
SECURED INTO PLACE AND INSPECTED PRIOR TO POURING CONCRETE.
8.CONCRETE SHALL BE CURED BY KEEPING CONTINUOUSLY WET FOR
10-DAYS OR BY AN APPROVED CURING COMPOUND.
9.REFER TO ARCHITECTURAL, MECHANICAL, ELECTRICAL AND PLUMBING
DRAWINGS FOR MISCELLANEOUS ITEMS TO BE CAST INTO CONCRETE AND
FLOOR STEPS, DEPRESSIONS, PITS, CURBS, ETC.
10.SEE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF EXPANSION JOINTS,
A/C PADS, SCORING, ETC. FOR CONCRETE WALKS AND SLABS.
11.ALL STRUCTURAL CONCRETE ...............................F'c = 3,000 PSI
ALL SLAB-ON-GRADE ............................................... F'c = 3,000 PSI
ALL CONTINUOUS FOOTINGS AND PADS ............. F'c = 3,000 PSI
ALL CONCRETE SHALL REACH MINIMUM COMPRESSIVE STRENGTH
28 - DAYS (MIN. W/C RATIO=0.5).
12.ALL CONCRETE WITH F'c GREATER THAN 3,000 PSI SHALL HAVE SPECIAL
INSPECTION PER SECTION 1704 & 1707 OF THE CALIFORNIA BUILDING CODE
(CBC 2022) UNLESS NOTED OTHERWISE.
F0 N/A 2,500 N/A N/A
F1 0.55 3,500 ACI 318-19 TABLE 19.3.3.3 N/A
F2 0.45 4,500 ACI 318-19 TABLE 19.3.3.3 N/A
F3 0.40 5,000 ACI 318-19 TABLE 19.3.3.3 ACI 318-19 TABLE 26.4.2.2(b)
1.ALL STRUCTURAL SAWN LUMBER SHALL BE GRADED BY ONE OF THE
FOLLOWING: W.C.L.I.B., W.W.P.A., N.L.G.A, or PS 20.
2.ALL WOOD BEARING ON CONCRETE OR MASONRY SHALL BE PRESSURE
TREATED DOUGLAS FIR (PTDF), U.N.O
3.HOLES FOR BOLTS SHALL BE BORED WITH A BIT 1/32" TO 1/16" LARGER
THAN THE NOMINAL BOLT DIAMETER.
4.ALL BOLTS SHALL BE RE-TIGHTENED PRIOR TO APPLICATION OF FINISH
MATERIALS (PLYWOOD, PLASTER, DRYWALL, INSULATION, ETC.)
5.STRUCTURAL MEMBERS SHALL NOT BE CUT FOR PIPES, ETC. UNLESS
SPECIFICALLY NOTED OR DETAILED. CONTACT ENGINEER IF NOT
SHOWN.
6.2X SOLID BLOCKING SHALL BE PLACED BETWEEN JOISTS AND/OR
RAFTERS AT ALL SUPPORTS, EXCEPT WHEN LEDGERED (U.N.O.)
7.CROSS-BRIDGING SHALL BE PROVIDED AT 8'-0" O.C. MAX. FOR ALL 2X
FLOOR JOISTS OVER 10" IN DEPTH AND ALL 2X ROOF RAFTERS OVER 10"
DEPTH. USE SOLID BLOCKING OR AN APPROVED METAL TYPE BRIDGING.
8.ALL STRUCTURAL PLYWOOD SHALL BE A.P.A. RATED SHEATHING (OR
OSB) EXPOSURE 1 OR EXTERIOR UNLESS NOTED OTHERWISE AND
CONFORM TO DOC PS1 OR PS2. EACH SHEET SHALL BE IDENTIFIED BY
GRADE MARK OF D.F.P.A OR A.P.A.
9.ALL BOLTS BEARING ON WOOD SHALL HAVE STANDARD CUT WASHERS
UNDER HEAD AND NUT UNLESS NOTED OTHERWISE.
10.ALL METAL ANCHORS, FASTENERS AND CONNECTORS ETC. SHALL BE
FROM "SIMPSON STRONG-TIE" (TM). SUBSTITUTIONS MUST BE ICC-ESR
PRODUCTS AND PRE-APPROVED IN WRITING BY ENGINEER (DONG ENG.).
11.ALL STRUCTURAL LUMBER SHALL BE DOUGLAS FIR-LARCH (OR BTR.), 19%
MAX. MOISTURE CONTENT, OF THE FOLLOWING GRADES, U.N.O.:
2X4 STUDS (UP TO 10')..................... "STANDARD" OR BETTER
2X4 STUDS (OVER 10')......................NO.2 OR BETTER
2X PLATES & 3X PLATES.................. "CONSTRUCTION GRADE" OR BETTER
2X6 STUDS......................................... NO.2
2X JOIST............................................. NO.2
BEAMS AND STRINGERS
4X10 AND SMALLER.......................... NO.2
4X12 AND LARGER........................... NO.1
6X AND 8X........................................... NO.1
4x POST/TIMBERS AND LARGER .... NO.1
ROOF PLANKING AND DECKING...... COM.DEX.
BOARD SHTG. AND STRIPPING........ SUITABLE FOR INTENDED USE.
32.TOP PLATE BREAKS AND SPLICES SHALL OCCUR OVER A STUD OR POST.
33.PROVIDE SOLID BLOCKING BETWEEN PERPENDICULAR JOIST AT BEARING AND
AT SHEAR WALLS.
34.ALL EXPOSED BEAMS AND HEAVY TIMBER RECOMMENDED TO BE FREE OF
HEART CENTER (FOHC).
35.ALL ISOLATED POSTS AND BEAMS TO HAVE SIMPSON ABU's, PB's AND/ OR BC's
MINIMUM, UNLESS NOTED OTHERWISE.
36.ALL SIMPSON HDU, HTT, HDQ, HHDQ, AND CB HOLDOWNS TO BE FASTENED TO
4x4 POST MIN., U.N.O.
37. ALL EXTERIOR WALLS AND INTERIOR BEARING WALLS ARE TO BE SECURED
WITH MIN. 5/8" DIA. x 12" ANCHOR BOLTS AT 72 in. O.C., U.N.O. MIN. (2) BOLTS PER
PIECE WITH (1) BOLT LOCATED NOT MORE THAT 12" OR LESS THAN 7 BOLT DIA.
FROM EACH END AND/OR SPLICE OF THE PIECE.
38.ALL INTERIOR NON-SHEAR WALLS TO BE SECURED WITH ICC-ESR APPROVED
SHOT PINS WITH CADMIUM WASHERS AT 32" O.C. PER MANUF. SPECS., U.N.O.
PROVIDE ANCHOR 6" FROM ALL CORNERS AND SPLICES.
39.ALL CONVENTIONAL FRAME PORTIONS OF STRUCTURE ARE TO BE
CONSTRUCTED PER CRC.
40.ALL SHOP DRAWINGS ARE TO BE REVIEWED BY THE GENERAL CONTRACTOR
AND THE ARCHITECT PRIOR TO SUBMITTAL FOR ENGINEER ( DONG ENG. )
REVIEW.
41.PROVIDE MIN. 2X6 RAFTERS AT 24" O.C. WITH MAX. SPAN OF 6'-0"± BRACED TO
FRAMING BELOW AT OVERSTACK ("CALIFORNIA") FRAMING.
42.PROVIDE DOUBLE 2X SOLE PLATES WITH PROGRESSIVE SOLE PLATE NAILING AS
SPECIFIED ON THE PLANS AT BOTH PLATES WHERE 1 1/2" LIGHT WEIGHT
CONCRETE IS USED AT THE FLOOR.
43.WHERE BOTH TOP PLATES ARE BROKEN, SPLICE WITH ST6224 MIN. U.N.O.
44.COMMON NAILS SHALL BE USED FOR ALL SHEATHING AND TOP PLATE SPLICES.
BOX NAILS MAY BE USED AT SOLE PLATE NAILING. ALL HARDWARE SHALL BE
INSTALLED WITH NAILS PER THE MANUFACTURERS SPECIFICATIONS AND
RECOMMENDATIONS.
45.ALL HEADERS SHALL BE FRAMED WITH A MINIMUM OF (1) 2X4 TRIMMER AND (1)
2X4 KING STUD AT EACH END, U.N.O.
46.AT ANY SOLE PLATES OR TOP PLATES CUT FOR PIPES, PROVIDE A .058" THICK
(16 1 GA.) AND 1 " WIDE PLATE ACROSS EACH SIDE OF OPENING WITH NOT LESS
THAN (6) 2 16d NAILS.
47.PROVIDE SOIL BLOCKING AT SOFFIT CEILINGS.
48.SHEAR SHALL BE CONTINUOUS FROM BOTTOM PLATES TO TOP PLATES., U.N.O.
49.STAIR STRINGER SHALL BE 2x12 DF#1 AT MAX. 16" O.C., U.N.O.
50.A SINGLE TOP PLATE IS PERMITTED PROVIDED THE PLATE IS ADEQUATELY TIED
AT JOINTS, CORNERS AND INTERSECTING WALLS BY AT LEAST THE EQUIVALENT
OF 3 IN, X 6 IN. X .036 IN. THICK GALVANIZED STEEL PLATE THAT IS NAILED TO
EACH WALL OR SEGMENT OF WALL BY (6) 8d NAILS OR EQUIVALENT.
51.FASTENERS IN CONTACT WITH PRESSURE TREATED OR PRESERVATIVE
TREATED LUMBER SHALL BE HOT DIPPED ZINC COATED GALVANIZED STEEL,
STAINLESS STEEL, SILICON BRONZE OR COPPER. EXCEPTION: PLAIN CARBON
STEEL FASTENERS IN SBX/DOT AND ZINC BORATE PRESERVATIVE-TREATED
WOOD IN AN INTERIOR, DRY ENVIRONMENT SHALL BE PERMITTED.
1.ALL SITE PREPARATION, EXCAVATION AND COMPACTION SHALL BE DONE UNDER THE
SUPERVISION OF THE SOIL ENGINEER.
2.SEPARATE PERMITS SHALL BE OBTAINED FOR ALL FENCES, PLANTERS AND WALLS, AS
REQUIRED.
3.PROVIDE NON-EXPANSIVE FILL AS REQUIRED TO LEVEL PAD.
4.SURFACE WATER WILL DRAIN AWAY FROM BUILDING. DRAINAGE SHALL BE 2% (MIN.) FROM
BUILDING TO SWALE LINE. SWALE SHALL DRAIN AT 1% (MIN.) FROM REAR OF BUILDING TO
STREET.
5.THERE SHALL BE NO UTILITY TRENCH NEAR THE BUILDING FOUNDATION WHICH EXTEND
DEEPER THAN A 45 DEGREE LINE PROJECTED DOWN AND AWAY FROM THE BOTTOM
OUTSIDE CORNER OF ANY FOOTING.
6.SLAB SUBGRADE REQUIREMENTS ARE NOT WITHIN THE SCOPE OF WORK AND/OR LIABILITY
OF ENGINEER ( DONG ENG. ). THE SUBGRADE CONFIGURATION SHOWN IN DETAIL 1/SD1 OR
THE POST-TENSION DETAILS REFLECT THE GENERAL RECOMMENDATIONS OF THE SOILS
ENGINEER, AND/OR THE SITE CONDITIONS. IT IS THE RESPONSIBILITY OF THE OWNER TO
REVIEW THE SLAB SUBGRADE CONFIGURATION WITH THE SOILS ENGINEER, AND
CONCRETE/FLOORING CONTRACTORS, FOR ADEQUATE MOISTURE PROTECTION. PLEASE
REFER TO THE SOILS REPORT FOR ADDITIONAL RECOMMENDATIONS. THE SUBGRADE
MOISTURE/VAPOR RETARADER SHALL MEET THE CONFORMANCE OF ASTM E1745 CLASS A or
B MATERIAL.
7.ALL HOLDOWN ANCHORS, POST BASES AND HOLDOWN BOLTS SHALL BE TIED INTO PLACE
PRIOR TO FOUNDATION INSPECTION.
8.PLACE 20'-0" REBAR IN FOUNDATION AT SERVICE LOCATIONS. STUB UP REBAR ABOVE THE
FLOOR BY ELECTRIC SERVICE METERS.
9.FOR THE LOCATION OF CONTROL JOINTS, REFER TO THE FOUNDATION PLAN. (ZIP STRIP OR
EQUAL). MINIMUM OF 20'-0" O.C. EACH WAY IS RECOMMENDED.
10.DRIVEWAY PAVING SHALL BE 4" PORTLAND CEMENT CONCRETE (5 SACKS MIN.), U.N.O.
11.FOR POST-TENSION SLAB, REFER TO APPROVED PLANS PREPARED BY OTHERS (WHEN
OCCURS).
12.MINIMUM SLAB REINFORCEMENT AND PAD REQUIREMENT SHALL CONFORM TO THE SOILS
ENGINEER'S RECOMMENDATIONS, U.N.O..
1.THE DEPICTIONS OF ALL MISCELLANEOUS FABRICATED METAL PRODUCTS SHOWN HEREON
ARE NOT INTENDED TO BE USED AS FABRICATION SHOP DRAWINGS. THE METAL FABRICATOR
SHALL BE RESPONSIBLE FOR ALL METAL FABRICATION DESIGNS IN ACCORDANCE WITH ALL
NATIONAL, STATE AND LOCAL CODES AND POLICIES AS WELL AS THE AMERICAN INSTITUTE
OF STEEL CONSTRUCTION (AISC) AND ANY OTHER INDUSTRY STANDARDS. ALL METAL
FABRICATION DESIGNS ARE TO BE SUBMITTED TO, AND APPROVED BY, THE LOCAL BUILDING
INSPECTION DEPARTMENT RESPONSIBLE FOR THE PROJECT PRIOR TO FABRICATION. ALL
DETAILS, DIMENSIONS, ETC., SHOWN HEREON ARE INTENDED TO BE SCHEMATIC AND THE
DESIGN IS TO BE VERIFIED WITH ALL AFFECTED FIELD CONDITIONS. SUBCONTRACTORS AND
THE REQUIREMENTS OF ALL GOVERNING AGENCIES AND FABRICATION STANDARDS.
FABRICATION AND ERECTION OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH
"SPECIFICATION FOR THE DESIGN, FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR
BUILDINGS", AISC, CURRENT EDITION. STEEL SHALL CONFORM TO ASTM A-992, U.N.O.
2.ALL WELDING SHALL BE PERFORMED BY CERTIFIED WELDERS, USING THE ELECTRIC
SHIELDING PROCESS AND CONFORMING TO AWS D1.1 SPECIFICATIONS, E70XX ELECTRODE.
3.ALL STRUCTURAL STEEL SHALL BE FABRICATED IN THE SHOP OF A LICENSED FABRICATOR
AND SHOP DRAWINGS SHALL BE SUBMITTED TO ENGINEER ( DONG ENG. ), ARCHITECT,
GENERAL CONTRACTOR AND OWNER FOR APPROVAL PRIOR TO FABRICATION. AN
PROPOSED DEVIATION, ADDITION OR QUESTIONS SHALL BE NOTED CONSPICUOUSLY AND
CLEARLY ON THE SHOP DRAWINGS. STEEL FABRICATOR SHALL FIELD VERIFY ALL
DIMENSIONS PRIOR TO ERECTION TO PROVIDE FOR A PROPER FIT.
4.ALL FIELD WELDING (EXCEPT MINOR AND TACK WELDING) SHALL BE CONTINUOUSLY
INSPECTED BY AN APPROVED WELDING INSPECTOR. WELDING AT BRACED & MOMENT
FRAMES SHALL HAVE WELDING FILLER METAL WITH CHARPY V-NOTCH (CVN) TOUGHNESS OF
20 ft-lb AT 70 deg (E70T-4 IS PROHIBITED).
5.USE 3/4" ROUND MACHINE BOLTS, 13/16" ROUND HOLES, FOR ALL CONNECTIONS, UNLESS
OTHERWISE SHOWN. ALL BOLTS SHALL CONFORM TO ASTM A-307 FOR UNFINISHED BOLTS,
EXCEPT WHERE SPECIFICALLY NOTED AS "HIGH STRENGTH" BOLTS WHICH SHALL CONFORM
TO ASTM A-325 OR ASTM A-490. HI-TENSILE BOLTS SHALL BE THE FRICTION TYPE AND THERE
SHALL BE NO PAINT, OIL, LACQUER, OR GALVANIZING BETWEEN THE CONTACT SURFACE.
HIGH STRENGTH BOLTS REQUIRE SPECIAL INSPECTION PER CBC SECTIONS 1704 AND 1707.
6.ALL STEEL EXPOSED TO WEATHER SHALL BE HOT-DIPPED GALVANIZED AFTER FABRICATION.
7.PIPE COLUMNS SHALL CONFORM TO ASTM A-53-B (TYPE E OR S).
8.TUBE COLUMNS SHALL CONFORM TO ASTM A-501 OR A-500 GRADE B.
9.WHERE FINISH IS ATTACHED TO STRUCTURAL STEEL, PROVIDE 1/2"x3" NELSON STUDS AT
3'-0" O/C FOR ATTACHMENT OF NAILERS, U.N.O. SEE ARCHITECTURAL DRAWINGS FOR
FINISHES.
10.NONDESTRUCTIVE TESTING PER 2019 CBC SECTION 1703 ON STEEL MOMENT CONNECTION
BETWEEN STEEL BEAM AND STEEL COLUMN, ALL FULL PENETRATION GROOVE WELDS
CONTAINED IN JOINTS AND SPLICES SHALL BE TESTED 100 PERCENT EITHER BY
ULTRASONIC TESTING OR BY RADIOGRAPHY.
23/32" APA RATED STURD-I-FLOOR T&G EXP I WITH MIN. SPAN RATING OF 24" O.C.
REFER TO NER 108 FOR INSTALLATION AND CONDITIONS OF USE WITH 10d COMMON
NAILS AT 6" O.C. EDGES & BOUNDARIES, 12" O.C. FIELD.
USE RING OR SCREW SHANK NAILS AND GLUE SHEATHING TO FRAMING USING
ADHESIVES MEETING APA SPECIFICATION AFG-01 OR ASTM D3498. APPLY GLUE IN
ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS.
AS AN ALTERNATE TO 10D COMMON NAILS, THE FOLLOWING FASTNERS CAN BE
USED: GRABBER PLYWOOD SCREWS (ICC-ER-5280), OR SIMPSON STRONG-TIE QUICK
DRIVE SCREWS (ICC-ER-1472), MIN 2" LONG @ 6" O.C. B.S., @ 6" O.C. E.S. AND 12" O.C.
F.S.
15/32" APA RATED SHEATHING EXP 1 WITH A MIN. PANEL INDEX OF 32/16. REFER TO
NER 108 FOR INSTALLATION AND CONDITIONS OF USE WITH 8d COMMON NAILS AT 6"
O.C. EDGES & BOUNDARIES, 12" O.C. FIELD..
NOTE: ALL STRUCTURAL RATED PANELS MUST BE STAMPED BY ONE OF THE
FOLLOWING APPROVED AGENCIES, APA, PFS/TECO OR PITTSBURG.
1.ALL GLUED LAMINATED MEMBERS SHALL BE MADE OF 1-1/2" DOUGLAS-FIR
LARCH (DF)LAMINATIONS, COMBINATION 24F-V4 PER AITC/APA (U.N.O.).
2.DESIGN VALUES: Fb=2400 PSI; Fv=240 PSI; E=1.8X106 PSI
3.INDUSTRIAL APPEARANCE GRADE PER APA-EWS SHALL BE USED, WITH A
MOISTURECONTENT BETWEEN 7 - 14 PERCENT, UNLESS NOTED OTHERWISE.
4.FABRICATOR SHALL BE A MEMBER OF AITC AND ALL FABRICATION SHALL BE
PERFORMED IN ACCORDANCE WITH AITC-A190.1 & ASTM-3737. LUMBER SHALL
BE MARKED WITH AN AITC or APA-EWS GRADE STAMP INDICATING
CONFORMANCE WITH ALL APPLICABLE SPECIFICATIONS AND REQUIREMENTS.
5.GLUED LAMINATED MEMBERS SHALL BE ACCOMPANIED BY A CERTIFICATE OF
INSPECTION. CONTRACTOR SHALL BEAR EXPENSES OF INSPECTION AND TESTS.
A CERTIFICATE OF INSPECTION SHALL BE SUBMITTED TO THE BUILDING
DEPARTMENT PRIOR TO INSTALLATION.
6.ALL GLUED LAMINATED BEAMS WILL HAVE A STANDARD CAMBER BASED ON A
RADIUS = 3500, UNLESS NOTED OTHERWISE.
7.PARALLAM PSL 2.0E BY I-LEVEL PER ESR-1387 & LARR-25202
f b = 2900 PSI; fv = 290 PSI; E = 2.0x106 PSI
TIMBERSTRAND LSL 1.55E BY I-LEVEL PER ESR-1387 & LARR-25202
f b = 2250 PSI; fv = 310 PSI; E = 1.55x106 PSI
MICROLAM LVL BY I-LEVEL PER ESR-1387 & LARR-25202
f b = 2600 PSI; fv = 285 PSI; E = 2.0x106 PSI
8.ALTERNATE ENGINEERED WOOD PRODUCTS MUST BE APPROVED IN WRITING
BY ENGINEER
(DONG ENGINEERING) PRIOR TO INSTALLATION.
9.PROVIDE MULTIPLE 2x4 SQUASH BLOCKS UNDER BEARING POINT LOAD (POST)
(OR MSB) FROM ABOVE TO TOP PLATES BELOW AT FLOOR LEVEL.
10.I-LEVEL I-JOISTS PER ICC ESR#1533, RR#25538
LOUISIANA PACIFIC I-JOISTS PER ICC ESR#1130, RR#25176
BOISE CASCADE I-JOISTS PER ICC ESR#1336, RR#24999
ROSEBURG I-JOISTS PER ICC ESR#1251, RR#25439
11.PROVIDE DOUBLE I-JOISTS OR DOUBLE I-JOIST BLOCKS WHEN 16d SOLE PLATE
NAILING (SPN)
IS LESS THAN 4" O.C. AT SHEAR WALL ABOVE.
12.REFER TO I-JOIST MANUFACTURER SPECIFICATION FOR DRILLING OF HOLES
THRU I-JOIST WEB. NOTCHING OF I-JOIST FLANGE IS PROHIBITED.
NOTES: 1. COMMON NAILS SHALL BE USED (U.N.O.)
2. JOIST CAN BE EITHER SAWN LUMBER OR I-JOIST PER PLAN
RESTRICTIVE NOTICE
DATE REVISIONS
SHEET DESCRIPTION
PROJECT OWNER
PROJECT ADDRESS
STAMP
NO:
REVISIONS
THESE DESIGNS, DRAWINGS, AND
SPECIFICATIONS ARE THE EXCLUSIVE
PROPERTY OF DONG ENGINEERING.
THESE DRAWINGS CANNOT BE COPIED,
TRANSFERRED, OR REPRODUCED NOR
CAN ANY OTHER STRUCTURES BE BUILT
FROM THEM WITHOUT WRITTEN CONSENT.
SHEET
DE#:
TEL- 714-617-5979
GARDEN GROVE, CA 92841
7661 GARDEN GROVE BLVD.,
DONG ENGINEERING, INC.
INFO@DONGENGINEERING.COM
230520
AD
D
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N
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A
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2
7
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5
04/09/2024 PLAN CHECK1.
S.0
GENERAL NOTES
2102 N Wright St & #2 -
101117955-566/13/2024
DETAIL SHEET NUMBER
DROP IN SLAB (VERIFY PRIOR TO CONSTRUCTION)
SYMBOLS LEGEND
SDX
X DETAIL NUMBER
EXISTING FOOTING
REBAR
PAD SCHEDULES
NEW SLAB/ FOOTING
HOLDOWN SCHEDULE:
SHEAR PANEL LENGTH AND NUMBER.
SEE SW SCHED. FOR PANEL TYPE, MIN. 2x4 @ EA. END.
xx
x'-x"XX
INDICATES HOLDOWN, SEE HOLDOWNS SCHEDULE
FOUNDATION NOTES
1. REFER TO S.0 SHEET FOR MORE INFO.
2. REFER TO DETAILS 12/SD1 FOR INSTALLATION OF HOLDOWNS.
3. FOUNDATION ANCHOR BOLTS IN CONTACT WITH PRESSURE TREATED SILL
PLATE SHALL BE OF HOT DIPPED ZINC-COATED GALVANIZED STEEL, STAINLESS
STEEL, SILICON BRONZE OR COPPER.
EXCEPTION: PLAIN CARBON STEEL FASTENERS IN SBX/ DOT AND ZINC BORATE
PRESERVATIVE-TREATED WOOD IN AN INTERIOR, DRY ENVIRONMENT SHALL BE
PERMITTED.
4. CONTRACTOR SHALL VERIFY ALL EXISTING FOOTINGS AND NOTIFY TO ENG.
OF RECORD FOR ALL DISCREPANCIES.
5. HOLDOWN ANCHORS SHALL BE RE-TIGHTENED JUST PRIOR TO COVERING
THE WALL FRAMING.
6. ALL HOLDOWN ANCHORS SHALL BE TIED IN PLACE PRIOR TO CALLING
FOUNDATION INSPECTION.
7. SEE DETAIL 12/SD2 FOR PLATE NOTCHING & BORING. FOR PIPING THRU SILL &
TOP PLATES OF SHEAR WALLS, CONTACT DONG ENGINEERING, INC.
8. THE HOLDOWN POST SIZE SHALL FOLLOW THE HOLDOWN SCHEDULE U.N.O.
9. ALL EXTERIOR WALLS AND INTERIOR BEARING WALLS TO HAVE 5/8" DIA. X
MIN. 12" ANCHOR BOLTS, MIN. 7" EMBEDMENT INTO CONCRETE FOOTING AT 72"
O.C. UNLESS NOTED OTHERWISE ON PLANS. ONE ANCHOR BOLT SHOULD BE
LOCATED MAX. 12" AWAY AND MIN. 4 1/2" FROM THE END OF THE SILL PLATES.
MIN. (2) A.BS. PER SILL PLATE/SHEAR PANEL. SILL PLATE UNDER SHEAR WALLS
OF UP TO 4'-0" IN LENGTH MUST BE CONTINUOUS.
10. ALL INTERIOR NON-SHEAR WALLS TO BE SECURED WITH SIMPSON PHNW
SERIES 0.145Ø PINS WITH A PENETRATION OF 1 1/4" INTO SLAB AT 16" O.C. TO BE
INSTALLED IN ACCORDANCE WITH ICC ESR-2138.
11. ANCHOR BOLTS AT SHEAR WALLS SHALL BE INSTALLED WITH PLATE
WASHERS OF MIN. 3" SQ. X 0.229" THICK BETWEEN SILL PLATE AND NUT.
EDGE(S) OF PLATE WASHERS SHALL BE 1/2" MAX. FROM INSIDE FACE OF SHEAR
PANEL(S).
HDU2
HDU4
HDU5
HOLDOWNSYM.
HDQ8
POST SIZE
H3
H4
H5
4X
4X
4X
H8
REF. DETAIL
12/SD1
HDU11H9
HDU14H10
HDU8H7 6X
6X
6X
8X
1. HOLDOWN POST MINIMUM THICKNESS IS SHOWN ON SCHEDULE ABOVE.
ACTUAL HOLDOWN POST SIZE IS INDICATED ON PLAN.
HHDQ11H11 6X
HHDQ14H12 8X
1 2
3 4
A
B
C
D
(E) CONCRETE SLAB
TO BE REMAINED
(E) FOOTING
4
SD1
8'
-
0
"
A
2'
-
3
"
A
H3
H3
2'
-
0
"
A
H3
H3
7'
-
3
"
A
8'
-
0
"
A
8'-0"
A
4'-0"
B H3H3
3'-0"
B H3H3
4'-0"
A
H3 H3
3'-9"
AH3 H3
4'-0"
AH3 H3
3
SD1
3
SD1
3
SD1
3
SD1
12
SD1 TYP.
3
SD13
SD1
6
SD1
1
SD1
1
SD1
1
SD1
5
SD1
4
SD1
4
SD1
5
SD1
1
SD1
1
SD1
1
SD1
12"12
"
12"
12"12"
12
"
(N) 4" THK. CONCRETE
SLAB ON GRADE W/ #4 @
16" O.C. EA.WAY @ MID
DEPTH OVER 2" SAND
OVER 10 MIL VAPOR
BARRIER OVER 2" SAND
OVER COMPACTED SOIL.
(N) 4" THK. CONCRETE
SLAB ON GRADE W/ #4 @
16" O.C. EA.WAY @ MID
DEPTH OVER 2" SAND
OVER 10 MIL VAPOR
BARRIER OVER 2" SAND
OVER COMPACTED SOIL.
4
SD1
(E) CONCRETE SLAB
TO BE REMAINED
(E) FOOTING
11
SD1 TYP.
6
SD1
6
SD1
(E) SHEAR WALL (V.I.F.)
(E) SHEAR WALL (V.I.F.)
1
1
RESTRICTIVE NOTICE
DATE REVISIONS
SHEET DESCRIPTION
PROJECT OWNER
PROJECT ADDRESS
STAMP
NO:
REVISIONS
THESE DESIGNS, DRAWINGS, AND
SPECIFICATIONS ARE THE EXCLUSIVE
PROPERTY OF DONG ENGINEERING.
THESE DRAWINGS CANNOT BE COPIED,
TRANSFERRED, OR REPRODUCED NOR
CAN ANY OTHER STRUCTURES BE BUILT
FROM THEM WITHOUT WRITTEN CONSENT.
SHEET
DE#:
TEL- 714-617-5979
GARDEN GROVE, CA 92841
7661 GARDEN GROVE BLVD.,
DONG ENGINEERING, INC.
INFO@DONGENGINEERING.COM
230520
AD
D
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04/09/2024 PLAN CHECK1.
S1
FOUNDATION PLAN
SCALE:
FOUNDATION PLAN
1/4" = 1'-0"
2102 N Wright St & #2 -
101117955-566/13/2024
SHEAR PANEL LENGTH AND NUMBER.
SEE SW SCHED. FOR PANEL TYPE, MIN. 2x4 @ EA. END.
X
SDX
DETAIL NUMBER DETAIL SHEET NUMBER
CALIFORNIA FRAMING
BEAM NUMBER, REFER TO CALCULATIONS.
LEGEND:
INDICATES EXISTING ROOF RAFTER
X
FRAMING NOTES:
6X6 INDICATES BEAM SIZE (DFL HEADER/DROP) U.N.O.
BEARING WALLS, SEE PLAN.
INDICATES NEW ROOF RAFTER, SEE JOISTS TABLE
xx
x'-x"
XX
POST SIZE, SEE POST SCHEDULE.
INDICATES CEILING JOISTS, SEE JOISTS TABLE
1. REFER TO STRUCTURAL GENERAL NOTES AND DETAIL SHEETS S.0 FOR
MORE INFORMATION.
3. HANGERS FOR FLUSH FRAMED MEMBERS SHALL BE SIMPSON STRONG-TIE
AS FOLLOWS U.N.O.:
2. ALL VERTICAL PIPES THROUGH PLATES AND/OR SOLID RIM BEAMS MUST
BE DRILLED CLEAN CUT W/ 1/16" TOLERANCE. DO NOT NOTCH OR CUT
PLATES.
- 2x4's @ 16" o.c. maximum 14'-0" height
- 2x6's @ 16" o.c. maximum 20'-0" height
5. BUILDING CODE 2308.9.1 BALLOON FRAMED WALLS (NON-BEARING) STUD
HEIGHTS:
6. BEARING STUD HEIGHTS:
- 2x4's @ 16" o.c. maximum 10'-0" height
- 2x6's @ 16" o.c. maximum 16'-0" height
4. THE FOLLOWING TRIMMER SCHEDULE SHOULD BE USED FOR HEADERS IN
BEARING WALLS, U.N.O. ON THE PLAN. REQUIRED TRIMMER MUST BE
APPLIED @ EACH END OF HEADER.
CLEAR SPAN, L
L ≤ 6'-0"6'-0" < L ≤ 10'-0" L ≥ 10'-0"
2 x 4 2-2 x 4 2-2X4 U.N.O. PER PLAN
CONSTRUCTION KEY NOTES:X
7. DOUBLE TOP PLATE AT ALL SHEAR WALL LINES SHALL BE SPLICED PER
DETAIL 16/SD2.
ALIGN STUD(S) / POST(S) WITH UPPER FLOOR STUD(S) / POST(S)
AND PROVIDE SOLID BLOCKING BETWEEN FLOOR1
PROVIDE SOLID BLOCKING UNDER GIRDER / BEAM.
LINE OF 2X BLOCKING W/ EDGE NAIL. & CONTINUOUS CS16 STRAP OVER
U.N.O. SEE PLAN FOR NUMBER OF BAYS.
2
3
STRAPS SCHEDULE:
XPOST SCHEDULE:
POST SIZESYM.
24
224
324
26
226
2X4 STUD
(2)-2X4 BUNDLED STUD
(3)-2X4 BUNDLED STUD
2X6 STUD
(2)-2X6 BUNDLED STUD
326
44
46
66
(3)-2X6 BUNDLED STUD
4X4 POST
4X6 POST
6X6 POST
POST SIZESYM.
JOISTS TABLE:
MARK JOIST SPECIFICATIONS
R1 ROOF RAFTER 2 x 6 DFL#2 @ 16" O.C.
C1 CEILING JOIST 2 x 6 DFL#2 @ 16" O.C.
MARK STRAP STRAP
LENGTH
NAILS/ SPACING REFERENCE
DETAIL
8d BOX/SINKER @ 4-1/8"
8d BOX/SINKER @ 4-1/8"
16d SINKER @ 4-1/2"
CS16
(2)CS16
CMSTC16
5
6
7
3' - 6"
3' - 6"
3' - 6"
9/SD2
CS16
(2)CS16
8
9
3' - 6"
3' - 6"
8d BOX/SINKER @ 2-1/16" O.C.
8d BOX/SINKER @ 2-1/16" O.C.
10/SD2
LUS
FACE MOUNT TOP FLANGED
HANGER TYPEMEMBER
2X JOIST
4X, 6X, LSL or PSL
TJI I-JOIST
JB
HU W/ MAX.BA
IUS ITS
4
x
8
4
x
6
4
x
6
4
x
6
4 x 6
(E)
(E)
(E
)
(E
)
(E)(E)
(E
)
(E
)
(E)(E)(E)(E)
(E
)
(E
)
(E
)
(E
)
2
x
8
R
I
D
G
E
B
O
A
R
D
(E)
(E)
(E)(E)
(E)
(E)(E)
(E)
(E) RIDGE
1 2
3 4
A
B
C
D
44
44
44
44 4444 4444
44 44
44 44 44 44
6 x 8 CLG W/ EN
1
4 x 8 DROP W/ EN
2
R1 R1
R1 R1
C1
C1
2
x
8
RI
D
G
E
B
O
A
R
D
224
13
SD2
13
SD2
14
SD2
8
SD2
2
SD2
1
SD2
1
SD2
4
SD2
5
19
SD2
3
SD2
20
SD2
20
SD2
5
SD2
5 5
1
SD2
1
SD2
2
SD2
14
SD2
3
SD2
19
SD2
6
SD2 TYP.
AD
D
S
I
M
P
S
O
N
S
T
R
A
P
MS
T
4
8
C
O
N
T
.
T
O
P
P
L
A
T
E
MS
T
4
8
8
8'
-
0
"
A
2'
-
3
"
A
2'
-
0
"
A
7'
-
3
"
A
8'
-
0
"
A
8'-0"
A
4'-0"
B
3'-0"
B
4'-0"
A
3'-9"
A
4'-0"
A
2X
R
.
R
.
W
/
E
N
MST48
(E) SHEAR WALL (V.I.F.)
(E) SHEAR WALL (V.I.F.)
1
1
1
17
SD2
L=
6
'
-
0
"
1
RESTRICTIVE NOTICE
DATE REVISIONS
SHEET DESCRIPTION
PROJECT OWNER
PROJECT ADDRESS
STAMP
NO:
REVISIONS
THESE DESIGNS, DRAWINGS, AND
SPECIFICATIONS ARE THE EXCLUSIVE
PROPERTY OF DONG ENGINEERING.
THESE DRAWINGS CANNOT BE COPIED,
TRANSFERRED, OR REPRODUCED NOR
CAN ANY OTHER STRUCTURES BE BUILT
FROM THEM WITHOUT WRITTEN CONSENT.
SHEET
DE#:
TEL- 714-617-5979
GARDEN GROVE, CA 92841
7661 GARDEN GROVE BLVD.,
DONG ENGINEERING, INC.
INFO@DONGENGINEERING.COM
230520
AD
D
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A
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21
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2
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W
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A
N
T
A
A
N
A
C
A
9
2
7
0
5
04/09/2024 PLAN CHECK1.
S2
ROOF FRAMING PLAN
SCALE:
ROOF FRAMING PLAN
1/4" = 1'-0"
2102 N Wright St & #2 -
101117955-566/13/2024
RESTRICTIVE NOTICE
DATE REVISIONS
SHEET DESCRIPTION
PROJECT OWNER
PROJECT ADDRESS
STAMP
NO:
REVISIONS
THESE DESIGNS, DRAWINGS, AND
SPECIFICATIONS ARE THE EXCLUSIVE
PROPERTY OF DONG ENGINEERING.
THESE DRAWINGS CANNOT BE COPIED,
TRANSFERRED, OR REPRODUCED NOR
CAN ANY OTHER STRUCTURES BE BUILT
FROM THEM WITHOUT WRITTEN CONSENT.
SHEET
DE#:
TEL- 714-617-5979
GARDEN GROVE, CA 92841
7661 GARDEN GROVE BLVD.,
DONG ENGINEERING, INC.
INFO@DONGENGINEERING.COM
230520
AD
D
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-
A
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U
21
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2
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.
W
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A
N
T
A
A
N
A
C
A
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2
7
0
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04/09/2024 PLAN CHECK1.
SD1
STRUCTURAL DETAILS
111
REINF. STD. HOOK, LAP
SEE NOTE #1
11 1/ 2" CLEAR OR BARS MAY BE IN CONTACT IF WIRED TOGETHER.
d2CONDITION WHERE BARS OCCUR ON THE SAME PLANE.
NOTES:
1.LAP
-54 BAR DIAM. #10 THRU #11
-40 BAR DIAM. #8 THRU #9
-30 BAR DIAM. #5 THRU #7
2."D" = BEND DIAMETER 6" FOR #3
THRU #8; 8" FOR #9 THRU #11.
1'
2.1/2" MIN.
D/2
D/2
d
D/2
HOOK
6
1
1. 1 1/ 2" CLEAR OR BARS MAY BE IN
CONTACT IF WIRED TOGETHER.
2. CONDITION WHERE BARS OCCUR
ON THE SAME PLANE.
111
EXTERIOR FOOTING DETAIL
0'
-
8
"
0'
-
8
"
D
MI
N
.
MI
N
.
W
0'
-
3
"
CL
R
.
0'
-
4
"
MI
N
.
1VENNER WHERE OCCURS.FND~4
2EXTEND FOOTING AT VENEER.FND~5
32-#4 REBAR CONT. @ T & B (U.N.O.).FND~3
4CONC. SLAB.FND~1
5OPT. POUR JOINT (N/A @ MONO POUR) W/ #3 DOWELS @ 16" O.C. EMBED MIN. 12" ON FIRST POUR.6P.T.D.F. SILL PLATE W/ A.B. (OR ALT. MASA PER PLAN.
72X STUDS @ 16" O.C. (U.N.O.)
8SEE FOUNDATION PLAN FOR SUB-GRADE BELOW SLAB.
18''
18''DOWEL
FOOTING DIMENSIONS
# OF
STORIES
W
WIDTH
D
DEPTH
1
2
3
12''18''
15''18''
18''24''
F.G.
24"6"
1
3
/
4
"
TO
2
"
9(E) CONC. FOOTING
10(N) CONC. FOOTING
11#4 DOWELS @ 32" O.C. W/ SIMPSON SET-XP EPOXY, ESR-2509. PERIODIC SPECIAL INSPECTION IS REQUIRED
1. VENNER WHERE OCCURS.
2. EXTEND FOOTING AT VENEER.
3. 2-#4 REBAR CONT. @ T & B (U.N.O.).
4. CONC. SLAB.
5. OPT. POUR JOINT (N/A @ MONO POUR) W/
#3 DOWELS @ 16" O.C. EMBED MIN. 12" ON
FIRST POUR.
6. P.T.D.F. SILL PLATE W/ A.B. (OR ALT. MASA
PER PLAN.
7. 2X STUDS @ 16" O.C. (U.N.O.)
8. SEE FOUNDATION PLAN FOR SUB-GRADE
BELOW SLAB.
9. (E) CONC. FOOTING
10. (N) CONC. FOOTING
11. #4 DOWELS @ 32" O.C. W/ SIMPSON
SET-3G EPOXY, ESR-4057. PERIODIC
SPECIAL INSPECTION IS REQUIRED
NOTES:
- VAPOR BARRIER TO HAVE MIN. 6" LAP AT ALL
SEAMS PER MANUF. (U.N.O.).
- VERIFY ALL INFORMATION PER UPDATED
SOILS REPORT.
111
INTERIOR FOOTING DETAIL
D
W
NOTES:
-SEE DETAIL #1 FOR
INFORMATION NOT SHOWN.
-IN LIEU OF ANCHOR BOLTS USE
SHOT PINS AS PER GENERAL
NOTES FOR NON- SHEAR WALLS.
111
TYPICAL EXTERIOR TIE BEAM
DE
P
T
H
T
O
M
A
T
C
H
ED
G
E
O
F
F
O
O
T
I
N
G
W
(U.N.O.)
0'
-
3
"
CL
R
.
D
(U
.
N
.
O
.
)
0'
-
3
"
M
I
N
.
CO
V
E
R
F.G.
0'
-
2
"
CL
R
.
NOTES:
-SEE DETAIL #1 FOR INFORMATION
NOT SHOWN.
-TIE BEAM REBARS TO CONTINUE
INTO EXTERIOR FOOTING MIN. 24"
111
TYP. CONTROL JOINT
1CONC. SLAB PER PLAN2BULLNOSE EDGES
0'
-
1
"
1/8"
1. CONC. SLAB PER PLAN
2. BULLNOSE EDGES
NOTES:
-SEE DETAIL #1 FOR
INFORMATION NOT SHOWN.
-PROVIDE CONTROL JOINT AT
10'-0" EACH WAY (U.N.O.)
-PROVIDE SAW CUT WITHIN 24
HOURS OF POUR.
111
NON-BEARING WALL
1CONC. SLAB PER PLAN2SHOT PIN SEE SHEET S.0 FOR MORE INFORMATION.
NOTES:
-SEE DETAIL #1 FOR
INFORMATION NOT SHOWN.
1. CONC. SLAB PER PLAN
2. 2X TREATED SILL PLATE WITH
SIMPSON SHOT PIN
W/ 2-1/2" PENETRATION PDPA-250
@ 32" O.C.
PER (ICC ESR-2138).
SEE SHEET S.0 FOR MORE
INFORMATION.
1.POST PER PLAN
2.P.T.D.F SILL PLATE
3.CONT. FTG. REINF. PERP LAN
4.SIMP. HOLD DOWN PER PLAN, SEE TABLE BELOW FOR SSTB BOLT DIAMETER
AND EMBEDMENT
5.1- #4 REBAR 4'-0" LONG CENTERED ON SSTB BOLT. LOCATE APPROXIMATELY
3"-5" FROM TOP OF SLAB/ STEM WALL (OR FTG @ TWO-POUR SYSTEM). BEND
BAR DOWN INTO FTG. @ END OF CURB CONDITION. MAYBE FOUNDATION
REBAR; NOT POST-TENSIONED CABLE.
6.#4 HORIZ. @ 12' O.C. EA. WAY
7.HOLD DOWN BOLT THREADED ROD PER TABLE.
8.SIMP. HDU11/ HHDQ11 OR HDU14/ HHDQ14 PER PLAN, SEE TABLE BELOW FOR
THREADED ROD BOLT DIAMETER AND EMBEDMENT.
9.EDGE OF PAD FTG.
10.EDGE OF CONC. SLAB
11.EDGE OF CONT. FTG.
F.G.
SECTION
"A""A"
8"
"B
"
F.G.
W
D
HDU8*
SIMPSON
HOLDOWN
5/8"
7/8"
SSTB 24
SSTB 34
20 5/8"
28 7/8"
HOLD DOWN BOLT (TWO-POUR)
* SSTBL MODEL IS RECOMMENDED FOR HDU8 HOLD DOWN ON 2-2X AND 3X SILL PLATES.
3"
CL
R
.
THREADED ROD
d
"A
"
"A
"
"A""A"
PLAN
DIA.
1"
A36 THRD. ROD 4X6
X4 WALL
HOLD DOWN BOLT
HDU11
1"
BOLT
W/ 3"X3"X3/8"
PLATE @ BOTT.
A36 THRD. ROD
W/ 4"X4"X1/2"
PLATE @ BOTT.
POST
X6 WALL
6X6
4X6 6X6
4X8 6X8
MINIMUM
EMBEDMENT
(d)
12"
15"
A B
FOOTING
DIMENSIONS
16 1/2"
18"18"
15"
D
SIMPSON SSTB (PER ICC ESR-2611)
HDU2 5/8"SSTB 20 16 5/8"
le
B
HDU4 5/8"SSTB 24 20 5/8"
HDQ8*
NOTES:
-SEE PLANS FOR HOLDOWN TYPES.
-SEE DETAIL #1 FOR INFORMATION NOT SHOWN.
-REFER TO MANUFACTURER SPECIFICATIONS FOR INSTALLATION INFORMATION NOT
SHOWN.
-MAINTAIN MIN. EDGE DISTANCE OF 1.3/4" (MEASURED FROM EDGE OF CONCRETE TO
CENTERLINE OF BOLT).
-SIMPSON SSTB & SB CAST IN PLACE ANCHOR BOLTS PER ICC-ESR-2611.
-FOR NAILED OR SCREWED HOLD DOWNS, WHICH HAVE BEEN CONNECTED TO A 2X
STUD NEXT TO THE 4X (MIN.) POST, STITCH NAIL THE 2X TO THE POST W/ 16d @ 3" O.C.
STAGG. (2" O.C. STAGG. FOR HDU8). IF INSTALLED ON 2X POST ADJACENT TO 4X (MIN.)
POST, HDU11 AND HDU14 SHALL BE INSTALLED USING SDS-1/4"X4.1/2" IN PLACE OF
THOSE SPECIFIED FOR SOLID POST ATTACHMENT.
1 3/4"
MIN. TYP.
1 3/4"
MIN. TYP.
3"
CL
R
.
EM
B
E
D
W
SSTB BOLT INSTALLATION
@ SW @ INT. FTG/SLAB
SSTB BOLT INSTALLATION
@ SW @ EXT. FTG/SLAB
HDU5
111
TYPICAL HOLDOWN INSTALLATION
8HOLDOWN AND ANCHOR BOLT PER SCHEDULE BELOW
7HOLDOWN AND ANCHOR BOLT PER SCHEDULE BELOW
2HOLDOWN AND ANCHOR BOLT PER SCHEDULE BELOW
1HOLDOWN AND ANCHOR BOLT PER SCHEDULE BELOW
5HOLDOWN AND ANCHOR BOLT PER SCHEDULE BELOW
6HOLDOWN AND ANCHOR BOLT PER SCHEDULE BELOW
7HOLDOWN AND ANCHOR BOLT PER SCHEDULE BELOW
9HOLDOWN AND ANCHOR BOLT PER SCHEDULE BELOW
11HOLDOWN AND ANCHOR BOLT PER SCHEDULE BELOW 10HOLDOWN AND ANCHOR BOLT PER SCHEDULE BELOW
1HOLDOWN AND ANCHOR BOLT PER SCHEDULE BELOW
2HOLDOWN AND ANCHOR BOLT PER SCHEDULE BELOW
4HOLDOWN AND ANCHOR BOLT PER SCHEDULE BELOW
5HOLDOWN AND ANCHOR BOLT PER SCHEDULE BELOW
3HOLDOWN AND ANCHOR BOLT PER SCHEDULE BELOW
MIN.
EMBED. (leB)
5/8"
7/8"
SSTB 24
SSTB 34
20 5/8"
28 7/8"
HOLD DOWN BOLT (MONO-POUR)
5/8"SSTB 20 16 5/8"
5/8"SSTB 24 20 5/8"
MIN.
EMBED. (leB)SSTB BOLT SSTB BOLTDIA.DIA.
HD.
CAPACITY
3075#
4565#
5645#
7870#
HD.
CAPACITY
SIMPSON
HOLDOWN
9535#
HHDQ11 11810#
HDU14 14390#
HHDQ14 13710#
111
(N) FOOTING TO (E) FOOTING
8"24"
1(E) CONC. SLAB & FOOTING.2(N) CONC. FOOTING.
3#4 DOWEL @ 24" O.C.FND~649/16" DIA. HOLE W/ SIMPSON "SET-XP" EPOXY.
(E) FDN.(N) FDN. FTG.
1. (E) CONC. SLAB & FOOTING.
2. (N) CONC. FOOTING.
3. #4 DOWEL @ 24" O.C.
4. 9/16" DIA. HOLE W/ SIMPSON "SET-3G" EPOXY PER ICC ESR-4057.
NOTES:
- SPRAY BONDING AGENT (INTRALOK OR SIM.) AT THE JOINT BETWEEN OLD
AND NEW CONCRETE PRIOR TO POURING NEW CONCRETE.
- WHEN APPLICABLE, VERIFY W/ POST TENSION ENG. FOR LOCATION OF
STRANDS WHEN PLACING DOWELS INTO EXISTING P.T. FTG.
DO NOT CUT STRANDS.
- INSTALL IN ACCORDANCE WITH SIMPSON STRONG -TIE RECOMMENDATIONS:
SPECIAL INSPECTION REQUIRED.
111
(N) SLAB TO (E) FOOTING
8"24"
1(E) CONC. SLAB & FOOTING.2(N) CONC. SLAB.
(E) FDN.(N) FDN. SLAB
3#4 DOWEL @ 24" O.C.FND~649/16" DIA. HOLE W/ SIMPSON "SET-XP" EPOXY.
6"
1. (E) CONC. SLAB & FOOTING.
2. (N) CONC. SLAB.
3. #4 DOWEL @ 24" O.C.
4. 9/16" DIA. HOLE W/ SIMPSON "SET-3G" EPOXY PER ICC ESR-4057.
NOTES:
- SPRAY BONDING AGENT (INTRALOK OR SIM.) AT THE JOINT BETWEEN OLD
AND NEW CONCRETE PRIOR TO POURING NEW CONCRETE.
- WHEN APPLICABLE, VERIFY W/ POST TENSION ENG. FOR LOCATION OF
STRANDS WHEN PLACING DOWELS INTO EXISTING P.T. FTG.
DO NOT CUT STRANDS.
- INSTALL IN ACCORDANCE WITH SIMPSON STRONG -TIE RECOMMENDATIONS:
SPECIAL INSPECTION REQUIRED.
1 3/4" MIN.
13
"
111
HOLDOWN ANCHOR BOLT WITH EPOXY
1SIMPSON HOLDOWN HDU, SEE PLANS FOR HOLDOWN TYPES.HD-HDU_F~
2SIMP. ATR A.B. W/ DIA. PER HOLDOWN SCHEDULE
32X STUD WALL PER PLAN.WALL~1
42X SOLE PLATE W/ 16d @ 6" O.C. U.N.O., SEE NAILING PER SHEARWALL SCHDL.W-2X4_R~1
5CONC. SLAB.FND~1
69/16" DIA. HOLE FILLED W/ SIMPSON "SET-XP" EPOXY TIE.FND~7
1. SIMPSON HOLDOWN HDU,
SEE PLANS FOR HOLDOWN
TYPES.
2. 5/8" DIA. F1554 GR36
THREADED ROD W/ 3/8" x 2 1/2"
x 2 1/2" PLT. WASHER.
3. 2X STUD WALL PER PLAN.
4. 2X SOLE PLATE W/ 16d @ 6"
O.C. U.N.O., SEE NAILING PER
SHEARWALL SCHDL.
5. CONC. SLAB.
6. 9/16" DIA. HOLE FILLED W/
SIMPSON "SET-XP" EPOXY TIE.
WHEN APPLICABLE: VERIFY W/
POST TESION ENGINEER FOR
LOCATION OF STRANDS WHEN
PLACING DOWELS INTO
EXISTING P.T. FTG. DO NOT CUT
STRANDS.
* INSTALL IN ACCORDANCE
WITH SIMPSON STRONG -TIE
RECOMMENDATIONS: SPECIAL
INSPECTION REQUIRED.
1 3/4" MIN.
111
ANCHOR BOLT WITH EPOXY
15/8" THREADED BOLT
22X STUD WALL PER PLAN.WALL~1
32X SOLE PLATE W/ 16d @ 6" O.C. U.N.O., SEE NAILING PER SHEARWALL SCHDL.W-2X4_R~1
4CONC. SLAB.FND~1
59/16" DIA. HOLE FILLED W/ SIMPSON "SET-XP" EPOXY TIE.FND~7
7"
1. 5/8" THREADED BOLT
2. 2X STUD WALL PER PLAN.
3. 2X SOLE PLATE W/ 16d @ 6"
O.C. U.N.O., SEE NAILING PER
SHEARWALL SCHDL.
4. CONC. SLAB.
5. 9/16" DIA. HOLE FILLED W/
SIMPSON "SET-3G" EPOXY TIE
PER ICC ESR-4057.
WHEN APPLICABLE: VERIFY
W/ POST TESION ENGINEER
FOR LOCATION OF STRANDS
WHEN PLACING DOWELS
INTO EXISTING P.T. FTG. DO
NOT CUT STRANDS.
* INSTALL IN ACCORDANCE
WITH SIMPSON STRONG -TIE
RECOMMENDATIONS:
SPECIAL INSPECTION
REQUIRED.
A.B. DIA.STEEL PLT. WASHER ALTERNATE
5/8" DIA.F1554 GR36 3/8" x 2 12 " x 2 12"-----
F1554 GR36 -----
F1554 GR36 1/2" x 3 12" x 5"
7/8" DIA.
1" DIA.
3/8" x 3 12 " x 3 12"
1/2" x 4 14" x 4 14"
1 3/4" MIN. EDGE DISTANCE
1DRILL HOLE THRU FOOTING 1/16" LARGER THAN A.B. W/ EPOXY
2THREADED ROD PER CHART
3(E) FOOTING PER PLAN
4PLATE WASHER CANNOT EXTEND PAST FACE OF FOOTING (MIN. END DISTANCE = 5 ~ 0")
52 1/2" THK. MIN. DRY PACKED NON-SHRINK GROUT ALL AROUND. SURFACE IN CONTACT WITH GROUT SHALL BE CLEANED, FREE OF GREASE AND LAITANCE.
111
UNDERPIN HOLDOWN A.B.
6SQUARE PLATE WASHER PER CHART
7FILL EXCAVATION W/ CONCRETE (MIN. 3" COVER)
1. DRILL HOLE THRU FOOTING
1/16" LARGER THAN A.B. W/
EPOXY
2. THREADED ROD PER
CHART
3. (E) FOOTING PER PLAN
4. PLATE WASHER CANNOT
EXTEND PAST FACE OF
FOOTING (MIN. END DISTANCE
= 5 ~ 0")
5. 2 1/2" THK. MIN. DRY
PACKED NON-SHRINK GROUT
ALL AROUND. SURFACE IN
CONTACT WITH GROUT SHALL
BE CLEANED, FREE OF
GREASE AND LAITANCE.
6. SQUARE PLATE WASHER
PER CHART
7. FILL EXCAVATION W/
CONCRETE (MIN. 3" COVER)
2-0" MIN.
PANEL WIDTH
1SHEARWALL PER PLAN, REFERS TO SHEARWALL SCHEDULE.
2EDGE NAIL (E.N.) SHEAR PANEL TO ALL PANEL EDGES.
3FIELD NAIL @ 12" O.C.
4KING STUD OR POST PER PLAN. E.N. SHEAR PANEL TO POST.
5TRIMMER WHERE OCCURS.
8INSTALL HOLDOWN ON KING STUD OR POST W/ EDGE NAILING.
1. SHEAR PANEL PER PLAN.
2. EDGE NAIL (E.N.) SHEAR
PANEL TO ALL SHEARWALL
EDGES.
WHEN PANEL EXTEND TO
TRIMMER, E.N. BOTH TRIMMER
AND KING STUDS.
3. FIELD NAIL @ 12" O.C.
4. 2X OR MULTIPLE KING STUD
PER FRAMING NOTE W/ 16d
@ 16" O.C. TO TRIMMER.
5. TRIMMER PER PLAN.
6. HEADER PER PLAN.
7. MIN. 3-16d TO END OF HEADER.
8. SIMPSON HOLDOWN
PER PLAN.
9.WHEN HOLDOWNS
CONNECTED TO KING STUD,
REPLACED SDS SCREWS W/
LONGER LENGTH TO GET 2 1/2"
PENETRATIONS TO TRIMMER.NOTES:
1. PROVIDE 3/8" EDGE DISTANCE FOR NAILS.
2. PROVIDE MIN. 2X BLK'G @ ALL PLYWOOD EDGES OR AS NOTED IN SHEAR SCHULE.
3. STAGGER NAILS THAT ARE SPACED 2" O.C.
4. FOR SPECIFIC SHEARWALL CONDITIONS, SEE PLAN & SCHEDULE.
5. NO CUTS OR HOLES IN SHEATHING WITHIN 16" OF CORNERS.
6. MAX. ACCUMULATED LENGTH OF OPENINGS SHALL NOT EXCEED 20% OF THE WALL
LENGTH. MAX. LENGTH OF EA. OPENING IS 4-1/2" IN ANY DIRECTION.
6TRIMMER WHERE OCCURS.
7KING STUD OR POST PER PLAN. E.N. SHEAR PANEL TO POST.
9INSTALL HOLDOWN ON KING STUD OR POST W/ EDGE NAILING.
111
SHEAR PANEL ASSEMBLY DETAIL
2102 N Wright St & #2 -
101117955-566/13/2024
RESTRICTIVE NOTICE
DATE REVISIONS
SHEET DESCRIPTION
PROJECT OWNER
PROJECT ADDRESS
STAMP
NO:
REVISIONS
THESE DESIGNS, DRAWINGS, AND
SPECIFICATIONS ARE THE EXCLUSIVE
PROPERTY OF DONG ENGINEERING.
THESE DRAWINGS CANNOT BE COPIED,
TRANSFERRED, OR REPRODUCED NOR
CAN ANY OTHER STRUCTURES BE BUILT
FROM THEM WITHOUT WRITTEN CONSENT.
SHEET
DE#:
TEL- 714-617-5979
GARDEN GROVE, CA 92841
7661 GARDEN GROVE BLVD.,
DONG ENGINEERING, INC.
INFO@DONGENGINEERING.COM
230520
AD
D
I
T
I
O
N
-
A
D
U
21
0
2
N
.
W
R
I
G
H
T
S
T
,
S
A
N
T
A
A
N
A
C
A
9
2
7
0
5
04/09/2024 PLAN CHECK1.
SD2
STRUCTURAL DETAILS
22X CEILING JOIST PER PLAN.Roof~3
32X STUD PER PLAN.Wall~1
42X BEVELED BLK'G.Roof~4
5ROOF SHEATHING AND NAILING PER NAILING SCHDL.Roof~1
6SHEARWALL PER PLAN.Wall~2
7FRAMING CLIP LTP4 PER SHEARWALL SCHDL. @ 48" O.C. MAX.A-LTP4_L~4
8FRAMING CLIP @ ALT. LOCATION.A-A35_L~3
9BOUNDARY NAILS.N-10d~
106-16d COMMON NAILS @ EA. RAFTER AND CEILING JOIST.ROOF~11
11DBL. TOP PLATE OR DROP BM. PER PLAN.WALL~6
12X ROOF RAFTER PER PLAN.ROOF~2
1. 2X ROOF RAFTER PER PLAN.
2. 2X CEILING JOIST PER PLAN.
3. 2X STUD PER PLAN.
4. 2X BEVELED BLK'G.
5. ROOF SHEATHING AND NAILING
PER NAILING SCHDL.
6. SHEARWALL PER PLAN.
7. FRAMING CLIP LTP4 PER
SHEARWALL SCHDL. @ 48" O.C. MAX.
8. FRAMING CLIP @ ALT. LOCATION.
9. BOUNDARY NAILS.
10. 6-16d COMMON NAILS @ EA.
RAFTER AND CEILING JOIST.
11. DBL. TOP PLATE OR DROP BM.
PER PLAN.
111
SHEAR TRANSFER
12X ROOF RAFTER PER PLAN.ROOF~2
22X CEILING JOIST PER PLAN.ROOF~3
32X CEILING JOIST OR BLK'G
42X STUD WALL PER PLAN.WALL~1
5SHEARWALL PER PLAN.WALL~2
6FRAMING CLIP LTP4 PER SHEARWALL SCHDL. @ 48" O.C. MAX.A-LTP4_BEND~1
6FRAMING CLIP LTP4 PER SHEARWALL SCHDL. @ 48" O.C. MAX.A-LTP4_L~4
7PROVIDE 2X STRUT @ 48" O.C. W/ A35 @ EA. END.
82X LEDGER W/ 2-16d @ 6" O.C. TO 2X BLK'G.MISC~2
82X LEDGER W/ 2-16d @ 6" O.C. TO 2X BLK'G.MISC~292X BLK'G @ 4'-0" O.C.
102 x 4 FLAT SPAN ACROSS MIN. 6 C.J. @ 8'-0" MAX.
11DBL. TOP PLATE.W-22X4~
12ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1
13CONT. PLYWOOD
1. 2X ROOF RAFTER PER PLAN.
2. 2X CEILING JOIST PER PLAN.
3. 2X RIM OR BLK'G.
4. 2X STUD WALL PER PLAN.
5. SHEARWALL PER PLAN.
6. FRAMING CLIP LTP4 PER
SHEARWALL SCHDL.
@ 48" O.C. MAX.
7. PROVIDE 2X STRUT
@ 48" O.C. W/ A35 @ EA. END.
8. 2X LEDGER W/ 2-16d @ 6"
O.C. TO 2X BLK'G.
9. 2X BLK'G @ 4'-0" O.C.
10. 2 x 4 FLAT SPAN ACROSS
MIN. 6 C.J. @ 8'-0" MAX.
11. DBL. TOP PLATE.
12. ROOF SHEATHING AND
NAILING PER NAILING SCHDL.
13. CONT. PLYWOOD
111
SHEAR TRANSFER
1ROOF TRUSS BY MFR., SEE PLAN.ROOF~13
22X BLK'G @ 48" O.C.WALL~73SIMPSON "DTC" @ 48" O.C. MAX.H-DTC~
4JOIST OR TRUSS BOTT. CHORD.4JOIST OR TRUSS BOTT. CHORD.
3SIMPSON "DTC" @ 48" O.C. MAX.H-DTC~
5NON BEARING WALL.
3/
4
"
,
T
Y
P
.
3/
4
"
,
T
Y
P
.
5NON BEARING WALL.
1. ROOF OR FLOOR SYSTEM OR TRUSSES BY MFR., SEE PLAN.
2. 2X BLK'G @ 48" O.C.
3. SIMPSON "DTC" @ 48" O.C. MAX.
4. JOIST OR TRUSS BOTT. CHORD.
5. NON BEARING WALL.
111
NON-BEARING WALL DETAIL
1BEAM PER PLAN.
1BEAM PER PLAN.1BEAM PER PLAN.
2DBL. TOP PLATE.
2DBL. TOP PLATE.2DBL. TOP PLATE.3SIMPSON STRAP MSTI36 OR ST6224 3SIMPSON STRAP MSTI36 OR ST6224
4SIMPSON (2)A35 @ TOP & BOTT.
4SIMPSON (2)A35 @ TOP & BOTT.
4SIMPSON (2)A35 @ TOP & BOTT.
5POST OR MULTI STUD PER PLAN.WALL~3
5POST OR MULTI STUD PER PLAN.5POST OR MULTI STUD PER PLAN.
6(3)16d EA. SIDE
6(3)16d EA. SIDE
7SILL PLATE.
1. BEAM PER PLAN.
2. DBL. TOP PLATE.
3. SIMPSON STRAP MSTI36
OR ST6224.
4. SIMPSON A34 AT EA.
SIDE OF BEAM AND POST
PER BEAM CONDITION.
5. POST OR MULTI STUD
PER PLAN.
6. 2X STUD EA. SIDE OF
BEAM W/ 16d @ 12" O.C.
STAGGERED TO POST.
ADD 3-16d EA. SIDE TO BM.
7. 2X SILL PLATE.
NOTE:
- ADD FILLER @ SIDE OF
BEAM AS NEEDED.
1BEAM PER PLAN.
2DBL. TOP PLATE.4SIMPSON (2)A35 @ TOP & BOTT.
4SIMPSON (2)A35 @ TOP & BOTT.
4SIMPSON (2)A35 @ TOP & BOTT.
5POST OR MULTI STUD PER PLAN.WALL~3
7SILL PLATE.
COND A: DROP BEAM COND B: TOP FLUSH BEAM
COND C: BOTTOM FLUSH BEAM COND D: SIDE FLUSH BEAM
111
BEAM POCKET DETAIL
4'-0" LAP MIN.
1MIN. TWO ROWS 16d, TOTAL (24) 16d @ TYP. PLATE SPLICES OR BREAKS.
2SIMPSON STRAP MSTA36.
3LOCATE STUD UNDER SPLICE OR PROVIDE 2X BLKG. ATTACHED TO ADJACENT STUD W/ (3) 16d EA. SIDE.
3LOCATE STUD UNDER SPLICE OR PROVIDE 2X BLKG. ATTACHED TO ADJACENT STUD W/ (3) 16d EA. SIDE.
4PLATE TO STUD NAILING PER C.B.C. MIN REQUIREMENTS.
1. MIN. TWO ROWS 16d, TOTAL (24) 16d @
TYP. PLATE SPLICES OR BREAKS.
2. SIMPSON STRAP MSTA36.
3. LOCATE STUD UNDER SPLICE OR
PROVIDE 2X BLKG. ATTACHED TO
ADJACENT STUD W/ (3) 16d EA. SIDE.
4. PLATE TO STUD NAILING PER C.B.C. MIN
REQUIREMENTS.
NOTES:
- FULLY NAIL STRAP W/ 16d SINKER OR 10d
COMMON.
- NAIL SHALL BE STAGGERED & AT LEAST 2
1/4" APART.
111
TOP PLATE SPLICE TYP.
℄ PANEL JOINT.
3/8" TYP.
℄ PANEL JOINT.
3/8" TYP.
OFFSET EDGE SUPPORT
OFFSET EDGE SUPPORT
1ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1
1ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1
2JOIST.32 x 4 W/ 16d @ 12" O.C.
42 x 4 FLAT W/ (2) 10d @ EA. END.
1. ROOF SHEATHING AND NAILING
PER NAILING SCHDL.
2. JOIST.
3. 2 x 4 W/ 16d @ 12" O.C.
4. 2 x 4 FLAT W/ (2) 10d @ EA. END.
111
BLOCKING AT EDGE SUPPORT
"W
"
M
A
X
.
"L" MAX.12" MIN.12" MIN.
EQ
.
EQ
.
1NOTCH LOCATION.2SIMPSON STRAP "MSTA36" W/ (11) 10d COMMON EA. END (STRAP NOT REQ'D AT SILL PLT.)3BORED HOLE.
1. NOTCH LOCATION.
2. SIMPSON STRAP "MSTA36" W/ (11)
10d COMMON EA. END (STRAP NOT
REQ'D AT SILL PLT.)
3. BORED HOLE.
NOTE:
ONLY ONE NOTCH OR HOLE ALLOWED PER
EA. STUD. ( EXCLUDING LET-IN BRACES).
2-2X TOP PLT.
2X OR 3X
SILL PLATE.
NOTCHES
MIN.
SPACING
BORED
HOLES
"L"
MAX.
"W"
MAX.
2X4 PLATE
2X6 PLATE
2X8 PLATE
6'-0"
6'-0"
6'-0"
3-1/2"
5-1/2"
5-1/2"
1-1/2"
2"
2"
1-1/4"
2"
3"
111
PLATE NOTCHING AND BORING
1PANEL BOUNDARY & BOUNDARY NAILING (B.N.) PER PLAN.
2FIELD NAILING PER PLAN.3CONTINUOUS PANEL EDGE, NO BLKG', E.N. PER PLAN.
1PANEL BOUNDARY & BOUNDARY NAILING (B.N.) PER PLAN.
4DISCONTINUOUS PANEL EDGE, E.N. PER PLAN.
5FRAMING @ 24" O.C. SHOWN (16" O.C. SIMILAR).
6DIRECTION OF FACE GRAIN PERPENDICULAR TO SUPPORT.
1. PANEL BOUNDARY & BOUNDARY
NAILING (B.N.) PER PLAN.
2. FIELD NAILING PER PLAN.
3. CONTINUOUS PANEL EDGE, NO
BLKG', E.N. PER PLAN.
4. DISCONTINUOUS PANEL EDGE,
E.N. PER PLAN.
5. FRAMING @ 24" O.C. SHOWN (16"
O.C. SIMILAR).
6. DIRECTION OF FACE GRAIN
PERPENDICULAR TO SUPPORT.
NOTES:
- STAGGER JOINTS AS SHOWN.
- MIN. SIZE OF SHEET SHALL BE
2 FT. x 2 FT.
- NAILS SHALL BE DRIVEN TIGHT
BUT SHALL NOT FRACTURE
SURFACE OF SHEATHING.
- TOLERANCE ON NAILING SHALL BE
3/4" W/ THE AVERAGE NAIL
SPACING OVER ANY 4 FT. LENGTH
BEING AT LEAST THAT NOTED ON
THE PLAN.
111
PLYWOOD SHEATHING LAYOUT
END LE
N
G
T
H
END LE
N
G
T
H
1TYPICAL ROOF RAFTER OR TOP CHORD OF TRUSS.2HIP BM. OR TOP CHORD OF HIP TRUSS.
3SIMPSON STRAP CS16 W/ 8d SINKER NAIL @ 2-1/16" O.C. CUT TO FIT OVERALL BAYS OF BLK'G WHERE APPLICABLE.
42X FLAT BLK'G W/ E.N., SEE PLAN FOR BLK'G LENGTH OR NO. OF BAYS. (MIN. 4 BAYS).
END LENGTH
5DBL. TOP PLATE OR DROP BM. PER PLAN.WALL~63SIMPSON STRAP CS16 W/ 8d SINKER NAIL @ 2-1/16" O.C. CUT TO FIT OVERALL BAYS OF BLK'G WHERE APPLICABLE.
1TYPICAL ROOF RAFTER OR TOP CHORD OF TRUSS.
1. TYPICAL ROOF RAFTER OR
TOP CHORD OF TRUSS.
2. HIP BM. OR TOP CHORD OF
HIP TRUSS.
3. SIMPSON STRAP CS16 W/ 8d
SINKER NAIL @ 2-1/16" O.C. CUT
TO FIT OVERALL BAYS OF BLK'G
WHERE APPLICABLE.
4. 2X FLAT BLK'G W/ E.N., SEE
PLAN FOR BLK'G LENGTH OR
NO. OF BAYS. (MIN. 4 BAYS).
5. DBL. TOP PLATE OR DROP BM.
PER PLAN.
NOTES:
* ADD 2" x 4" x 48" LONG MEMBER
TO RECEIVE 2ND CS16 & NAIL W/
16d @ 4" O.C. STAGGERED.
STRAP
8
9
CS16
(2)CS16
END LENGTH
3'-6"
3'-6"
CAPACITY
1700#
NAILS/ SPACING
8d BOX/ SINKER @ 2-1/16" O.C.
3400#8d BOX/ SINKER @ 2-1/16" O.C.
111
DRAG DETAIL
111
DRAG DETAIL
EQ.EQ.
1PLYWOOD SHEATHING W/ E.N. (TO EA. JOIST WHEN DBL. FLOOR JOISTS).
2FLUSH BEAM PER PLAN.FLOOR~4
3DBL. TOP PLATE.
4DROP BEAM PER PLAN.FLOOR~5
5STRAP PER CHART BELOW.
6ALT. STRAP LOCATION.
7SEE PLAN FOR BEARING CONDITION.
1. PLYWOOD SHEATHING W/
E.N. (TO EA. JOIST WHEN
DBL. FLOOR JOISTS).
2. FLUSH BEAM PER PLAN.
3. DBL. TOP PLATE.
4. DROP BEAM PER PLAN.
5. STRAP PER CHART
BELOW.
6. ALT. STRAP LOCATION.
7. SEE PLAN FOR BEARING
CONDITION.
STRAP CAPACITYEND LENGTH
5
6
CS16
(2)CS16
1700#
3400#
3'-6"
3'-6"
7 CMSTC16 4500#3'-6"
NAILS/ SPACING
8d BOX/ SINKER @ 4-1/8"
8d BOX/ SINKER @ 4-1/8"
16d SINKER @ 4-1/2"
12X ROOF RAFTER PER PLAN.ROOF~2
22X CEILING JOIST PER PLAN.W-2X6~2
32X FULL DEPTH BLK'G @ 48" O.C. BETWEEN RIM & 1ST JOIST. BOUNDARY NAILS TO BLK'G.
4DBL. TOP PLATE.W-22X4~
52X STUD WALL PER PLAN.WALL~1 11SHEARWALL PER PLAN.WALL~2
72X SOLE PLATE W/ 16d @ 6" O.C. U.N.O., SEE NAILING PER SHEARWALL SCHDL.WALL~5
8FRAMING CLIP LTP4 PER SHEARWALL SCHDL. @ 48" O.C. MAX.A-LTP4_BEND~1
6SHEARWALL PER PLAN.WALL~252X STUD WALL PER PLAN.WALL~1
4DBL. TOP PLATE.W-22X4~8FRAMING CLIP LTP4 PER SHEARWALL SCHDL. @ 48" O.C. MAX.A-LTP4_BEND~1
9ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1
1. 2X ROOF RAFTER PER PLAN.
2. 2X CEILING JOIST PER PLAN.
3. 2X FULL DEPTH BLK'G @ 48"
O.C. BETWEEN RIM & 1ST
JOIST. BOUNDARY NAILS TO
BLK'G.
4. DBL. TOP PLATE OR DROP
BM. PER PLAN.
5. 2X STUD WALL PER PLAN.
6. SHEARWALL PER PLAN.
7. 2X SOLE PLATE W/ 16d @ 6"
O.C. U.N.O., SEE NAILING PER
SHEARWALL SCHDL.
8. FRAMING CLIP LTP4 PER
SHEARWALL SCHDL.
@ 48" O.C. MAX.
9. ROOF SHEATHING AND
NAILING PER NAILING SCHDL.
10. BOUNDARY NAILS.
11. CONT. PLYWOOD SAME
TYPE AS SHEARWALL BELOW.
10BOUNDARY NAILS.N-10d~
111
SHEAR TRANSFER
111
TYPICAL HEADER DETAIL
1HDR. PER PLAN.WALL~4
2(3) 16d COMMON FROM KING STUD TO HEADER, TYP.
3SIMPSON A35 @ T&B EA. END OF HEADER AT ALL EXTERIOR WALLS AT OPENINGS WIDER THAN 8'-0"
4SIMPSON LTP4 ALT. TO A35. INSTALL EA. SIDE OF HEADER.
5(2) 16d @ 2X4 WALL, (3) 16d @ 2X6 & 2X8 WALL.
1. HDR. PER PLAN.
2. (3) 16d COMMON FROM KING STUD TO HEADER, TYP.
3. SIMPSON A35 @ T&B EA. END OF HEADER AT ALL EXTERIOR
WALLS AT OPENINGS WIDER THAN 8'-0"
4. SIMPSON LTP4 ALT. TO A35. INSTALL EA. SIDE OF HEADER.
5. (2) 16d @ 2X4 WALL, (3) 16d @ 2X6 & 2X8 WALL.
6. 2X TRIMMER U.N.O. PER PLAN.
6DECKING PER PLAN.FLOOR~2
12X ROOF RAFTER PER PLAN.ROOF~2
2ROOF SHEATHING W/ CALIFORNIA FRAMING.ROOF~8 3BOUNDARY NAILS.N-8d~42X CONT. PLATE W/ (2) 16d @ EA. TRUSS OR R.R.
52X FLAT BLOCKING.
6CONT. ROOF SHEATHING UNDER CALIFORNIA FRAMING AND NAILING PER NAILING SCHDL.
1. 2X ROOF RAFTER PER PLAN.
2. ROOF SHEATHING W/ CALIFORNIA FRAMING.
3. BOUNDARY NAILS.
4. 2X CONT. PLATE W/ (2) 16d @ EA. TRUSS OR R.R.
5. 2X FLAT BLOCKING.
6. CONT. ROOF SHEATHING UNDER CALIFORNIA
FRAMING AND NAILING PER NAILING SCHDL.
111
CONNECTION DETAIL
12X ROOF RAFTER PER PLAN.ROOF~2
12X ROOF RAFTER PER PLAN.ROOF~2
22X CEILING JOIST PER PLAN.ROOF~3 22X CEILING JOIST PER PLAN.ROOF~3
3ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1
4CEILING BEAM PER PLAN.ROOF~14 5SIMPSON APPROVED HANGER PER PLAN.H-HU46_L~1
6DBL. TOP PLATE.W-22X4~7FRAMING CLIP LTP4 PER SHEARWALL SCHDL. @ 48" O.C. MAX.A-LTP4_BEND~1
8SHEARWALL PER PLAN.WALL~2
92X SOLE PLATE W/ 16d @ 6" O.C. U.N.O., SEE NAILING PER SHEARWALL SCHDL.WALL~5
10BOUNDARY NAILS.N-10d~
10BOUNDARY NAILS.N-10d~
10BOUNDARY NAILS.N-10d~
112X BEVELED BLK'G.ROOF~4
12ROOF SHEATHING W/ CALIFORNIA FRAMING.ROOF~8
1. 2X ROOF RAFTER PER PLAN.
2. 2X CEILING JOIST PER PLAN.
3. ROOF SHEATHING AND
NAILING PER NAILING SCHDL.
4. CEILING BEAM PER PLAN.
5. SIMPSON APPROVED
HANGER PER PLAN.
6. DBL. TOP PLATE OVER
2X4 @ 16" O.C. STUD WALL.
7. FRAMING CLIP LTP4 PER
SHEARWALL SCHDL.
@ 48" O.C. MAX.
8. PLYWOOD TYPE "A".
9. 2X SOLE PLATE W/ 16d @ 6"
O.C. U.N.O., SEE NAILING PER
SHEARWALL SCHDL.
10. BOUNDARY NAILS.
11. 2X BEVELED BLK'G.
W/ 2-16d @ 6" O.C. TO BM.
12. ROOF SHEATHING
W/ 2X R.R. PER CALIFORNIA
FRAMING.
3ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1
111
SHEAR TRANSFER
12X ROOF RAFTER PER PLAN.ROOF~2
22X CEILING JOIST PER PLAN.ROOF~322X CEILING JOIST PER PLAN.ROOF~3
3DBL. TOP PLATE.W-22X4~
42X SOLE PLATE W/ 16d @ 6" O.C. U.N.O., SEE NAILING PER SHEARWALL SCHDL.WALL~5
3DBL. TOP PLATE.W-22X4~
52X STUD WALL PER PLAN.WALL~16SHEARWALL PER PLAN.WALL~2
7ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1
7ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1
8ROOF SHEATHING W/ CALIFORNIA FRAMING.ROOF~8
6SHEARWALL PER PLAN.WALL~2
9BOUNDARY NAILS.N-10d~
10FRAMING CLIP LTP4 PER SHEARWALL SCHDL. @ 48" O.C. MAX.A-LTP4_BEND~1
10FRAMING CLIP LTP4 PER SHEARWALL SCHDL. @ 48" O.C. MAX.A-LTP4_BEND~19BOUNDARY NAILS.N-10d~
9BOUNDARY NAILS.N-10d~
1. 2X ROOF RAFTER PER PLAN.
2. 2X CEILING JOIST PER PLAN.
3. DBL. TOP PLATE OR DROP
BM. PER PLAN.
4. 2X SOLE PLATE W/ 16d
@ 6" O.C. U.N.O., SEE NAILING
PER SHEARWALL SCHDL.
5. 2X STUD WALL PER PLAN.
6. SHEARWALL PER PLAN.
7. ROOF SHEATHING AND
NAILING PER NAILING SCHDL.
8. ROOF SHEATHING
W/ 2X R.R. PER CALIFORNIA
FRAMING.
9. BOUNDARY NAILS.
10. FRAMING CLIP LTP4/ A35
PER SHEARWALL SCHDL.
@ 48" O.C. MAX.
12X ROOF RAFTER PER PLAN.ROOF~2
111
SHEAR TRANSFER
1RIDGE PER PLAN.ROOF~1522X ROOF RAFTER PER PLAN.ROOF~2
3ROOF SHEATHING AND NAILING PER NAILING SCHDL.ROOF~1
4A35 @ EA. RAFTER
5SIMPSON STRAP LSTA30 @ 32" O.C.6EDGE NAILING.MISC~3
1. RIDGE PER PLAN.
2. 2X ROOF RAFTER PER PLAN.
3. ROOF SHEATHING AND NAILING PER NAILING SCHDL.
4. A35 @ EA. RAFTER
5. SIMPSON STRAP LSTA30 @ 32" O.C.
6. EDGE NAILING.
111
CONNECTION DETAIL
EQ.EQ.
1DBL. TOP PLATE.WALL~8
2SHEARWALL PER PLAN.WALL~2
3EDGE NAILING.MISC~3
44X POST PER PLAN.5HDR. PER PLAN.WALL~4
64X BLOCKING W/ EN.
7SIMPSON STRAP, SEE TABLE BELOW.
8PLYWOOD ABOVE HDR. (MATCH ADJ. SHEAR WALL).
92X TRIM, U.N.O.
1. DBL. TOP PLATE.
2. SHEAR PANEL PER
PLAN.
3. EDGE NAILING.
4. 4X POST PER PLAN.
5. HDR. PER PLAN.
6. 4X BLOCKING W/ EN.
7. SIMPSON STRAP,
SEE TABLE BELOW.
8. PLYWOOD ABOVE
HDR. (MATCH ADJ.
SHEAR WALL).
9. TRIMMER, U.N.O.
TYPE
(1)CS16
STUD/
POST. MINSTRAP MIN.
END LENGTH CAPACITY
(2)CS16
(3)CS16
A
B
C
2X4
2-2X4
4X6
NAILING/ SPACING
(18) 10d
(18) 10d PER STRAP
(18) 10d PER STRAP
18"
18"
18"
1700#
3400#
5100#
111
SHEAR PANEL AT OPENING
1SEE PLAN FOR HOLDOWN/ STRAP.1SEE PLAN FOR HOLDOWN/ STRAP.
1SEE PLAN FOR HOLDOWN/ STRAP.1SEE PLAN FOR HOLDOWN/ STRAP.
22 x 4 STUD (U.N.O.)
22 x 4 STUD (U.N.O.)22 x 4 STUD (U.N.O.)
22 x 4 STUD (U.N.O.)
3SHEARWALL PER PLAN.WALL~2
3SHEARWALL PER PLAN.WALL~2 3SHEARWALL PER PLAN.WALL~2
3SHEARWALL PER PLAN.WALL~2
4EDGE NAILING.MISC~3
4EDGE NAILING.MISC~34EDGE NAILING.MISC~3
4EDGE NAILING.MISC~3
4EDGE NAILING.MISC~3
4EDGE NAILING.MISC~3
516d @ 3" O.C. STAGGERED.
516d @ 3" O.C. STAGGERED.
COND: "A"COND: "C"
COND: "B"COND: "D"
1. SEE PLAN FOR SHEAR WALL
HOLDOWN/ STRAP.
2. 2X STUD (U.N.O.)
3. SHEARWALL PER PLAN.
4. BOUNDARY NAILS.
5. 16d @ 3" O.C. STAGGERED.
111
SHEARWALL/WALL INTERSECTION
111
SHEAR TRANSFER
12X STUD PER PLAN.Wall~1
22X ROOF RAFTER PER PLAN.Roof~2
32X CEILING JOIST PER PLAN.Roof~3
4ROOF SHEATHING AND NAILING PER NAILING SCHDL.Roof~1
6SHEARWALL PER PLAN.Wall~2
7FRAMING CLIP A35 PER SHEARWALL SCHDL. @ 48" O.C. MAX.A-A35_L~1
8BOUNDARY NAILS.N-10d~
8BOUNDARY NAILS.N-8d~
1. (E) 2X STUD WALL.
2. (E) 2X ROOF RAFTER PER PLAN.
3. (N) 2X CEILING JOIST WHERE OCCURED.
4. (E) ROOF SHEATHING.
5. (E) DBL. TOP PLATE OR DROP BM PER PLAN.
6. (N) SHEARWALL WHERE OCCURRED.
7. (N) FRAMING CLIP A35 PER SHEARWALL
SCHDL. @ 48" O.C. MAX.
8. BOUNDARY NAILS.
9. (N) 6-16d COMMON NAILS @ EA. RAFTER AND
(N) CEILING JOIST.
5DBL. TOP PLATE OR DROP BM. PER PLAN.WALL~6
96-16d COMMON NAILS @ EA. RAFTER AND CEILING JOIST.ROOF~11
2X
R
.
R
.
W
/
E
N
(E
)
2
X
R
.
R
.
(E
)
2
X
R
.
R
.
SECTION A - A
PLAN VIEW
1(E) ROOF SHEATHING
111
CONNECTION DETAIL
2BOUNDARY NAILS.N-8d~
3(N) 2X R.R. W/ EN PER PLAN4(E) 2X ROOF RAFTER PER PLAN.5(E) 2X CEILING JOIST PER PLAN.
1(E) ROOF SHEATHING
4(E) 2X ROOF RAFTER PER PLAN.
4(E) 2X ROOF RAFTER PER PLAN.
3(N) 2X R.R. W/ EN PER PLAN
1. (E) ROOF SHEATHING
2. EDGE NAILING.
3. (N) 2X R.R. W/ EN PER
PLAN
4. (E) 2X ROOF RAFTER TO
BE REMAINED
5. (E) 2X CEILING JOIST TO
BE REMAINED.
16"16"
1
2102 N Wright St & #2 -
101117955-566/13/2024
RESTRICTIVE NOTICE
DATE REVISIONS
SHEET DESCRIPTION
PROJECT OWNER
PROJECT ADDRESS
STAMP
NO:
REVISIONS
THESE DESIGNS, DRAWINGS, AND
SPECIFICATIONS ARE THE EXCLUSIVE
PROPERTY OF DONG ENGINEERING.
THESE DRAWINGS CANNOT BE COPIED,
TRANSFERRED, OR REPRODUCED NOR
CAN ANY OTHER STRUCTURES BE BUILT
FROM THEM WITHOUT WRITTEN CONSENT.
SHEET
DE#:
TEL- 714-617-5979
GARDEN GROVE, CA 92841
7661 GARDEN GROVE BLVD.,
DONG ENGINEERING, INC.
INFO@DONGENGINEERING.COM
230520
AD
D
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-
A
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2
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2
7
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5
04/09/2024 PLAN CHECK1.
2102 N Wright St & #2 -
101117955-566/13/2024
RESTRICTIVE NOTICE
DATE REVISIONS
SHEET DESCRIPTION
PROJECT OWNER
PROJECT ADDRESS
STAMP
NO:
REVISIONS
THESE DESIGNS, DRAWINGS, AND
SPECIFICATIONS ARE THE EXCLUSIVE
PROPERTY OF DONG ENGINEERING.
THESE DRAWINGS CANNOT BE COPIED,
TRANSFERRED, OR REPRODUCED NOR
CAN ANY OTHER STRUCTURES BE BUILT
FROM THEM WITHOUT WRITTEN CONSENT.
SHEET
DE#:
TEL- 714-617-5979
GARDEN GROVE, CA 92841
7661 GARDEN GROVE BLVD.,
DONG ENGINEERING, INC.
INFO@DONGENGINEERING.COM
230520
AD
D
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-
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21
0
2
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2
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5
04/09/2024 PLAN CHECK1.
2102 N Wright St & #2 -
101117955-566/13/2024
RESTRICTIVE NOTICE
DATE REVISIONS
SHEET DESCRIPTION
PROJECT OWNER
PROJECT ADDRESS
STAMP
NO:
REVISIONS
THESE DESIGNS, DRAWINGS, AND
SPECIFICATIONS ARE THE EXCLUSIVE
PROPERTY OF DONG ENGINEERING.
THESE DRAWINGS CANNOT BE COPIED,
TRANSFERRED, OR REPRODUCED NOR
CAN ANY OTHER STRUCTURES BE BUILT
FROM THEM WITHOUT WRITTEN CONSENT.
SHEET
DE#:
TEL- 714-617-5979
GARDEN GROVE, CA 92841
7661 GARDEN GROVE BLVD.,
DONG ENGINEERING, INC.
INFO@DONGENGINEERING.COM
230520
AD
D
I
T
I
O
N
-
A
D
U
21
0
2
N
.
W
R
I
G
H
T
S
T
,
S
A
N
T
A
A
N
A
C
A
9
2
7
0
5
04/09/2024 PLAN CHECK1.
2102 N Wright St & #2 -
101117955-566/13/2024
Dong Engineering, Inc.
7661 GARDEN GROVE BLVD. , GARDEN GROVE, CA 92841
Office: (714) 617-5979
Email: info@dongengineering.com
DATE:11/28/2023
CLIENT:
JOB NO.:230520
Project:
ADDITION-ADU
STRUCTURAL CALCULATIONS FOR THE BUILDING AT:
2102 N.WRIGHT ST,
SANTA ANA, CA 92705
1 of 25
2102 N Wright St & #2 -
101117955-566/13/2024
Dong Engineering Inc.
ADDITION-ADU Job#: 230520
2102 N.WRIGHT ST, SANTA ANA, CA 92705
Date:
11/28/2023
ROOF:SHINGLE
Slope 4:12
Live Load 20 psf
Roof'g Material 3 psf
Sheathing 2.0 psf
Trusses / Rafters 2.0 psf
Ceiling Joists 2.0 psf
Drywall 2.0 psf
Sprinkler 0.5 psf
Solar 3.0 psf
Miscellaneous 0.5 psf
Total D.L.15 psf
Total Load 35 psf
EXTERIOR WALL:INTERIOR WALL:
EXTERIOR:9 DRYWALL:3
DRYWALL:3.0 DRYWALL:3.0
STUDS:2.0 STUDS:2.0
MISC.:1.0 MISC.:2.0
DL=15.0 PSF DL=10.0 PSF
REVISIONS:
1 Sheets:Date:
Init:Remark:
2 Sheets:Date:
Init:Remark:
3 Sheets:Date:
Init:Remark:
4 Sheets:Date:
Init:Remark:
5 Sheets:Date:
Init:Remark:
6 Sheets:Date:
Init:Remark:
LOADING CONDITIONS
2 of 25
2102 N Wright St & #2 -
101117955-566/13/2024
USGS web services were down for some period of time and as a result this tool wasn't operational, resulting in timeout error.
USGS web services are now operational so this tool should work as expected.
2102 N Wright St, Santa Ana, CA 92705, USA
Latitude, Longitude: 33.7637243, -117.8475584
Date 11/28/2023, 6:01:39 PM
Design Code Reference Document ASCE7-16
Risk Category II
Site Class D - Default (See Section 11.4.3)
Type Value Description
SS 1.313 MCER ground motion. (for 0.2 second period)
S1 0.468 MCER ground motion. (for 1.0s period)
SMS 1.575 Site-modified spectral acceleration value
SM1 null -See Section 11.4.8 Site-modified spectral acceleration value
SDS 1.05 Numeric seismic design value at 0.2 second SA
SD1 null -See Section 11.4.8 Numeric seismic design value at 1.0 second SA
Type Value Description
SDC null -See Section 11.4.8 Seismic design category
Fa 1.2 Site amplification factor at 0.2 second
Fv null -See Section 11.4.8 Site amplification factor at 1.0 second
PGA 0.55 MCEG peak ground acceleration
FPGA 1.2 Site amplification factor at PGA
PGAM 0.66 Site modified peak ground acceleration
TL 8 Long-period transition period in seconds
SsRT 1.313 Probabilistic risk-targeted ground motion. (0.2 second)
SsUH 1.408 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration
SsD 1.5 Factored deterministic acceleration value. (0.2 second)
S1RT 0.468 Probabilistic risk-targeted ground motion. (1.0 second)
S1UH 0.505 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration.
S1D 0.6 Factored deterministic acceleration value. (1.0 second)
PGAd 0.59 Factored deterministic acceleration value. (Peak Ground Acceleration)
PGAUH 0.55 Uniform-hazard (2% probability of exceedance in 50 years) Peak Ground Acceleration
CRS 0.933 Mapped value of the risk coefficient at short periods
CR1 0.927 Mapped value of the risk coefficient at a period of 1 s
CV 1.363 Vertical coefficient
3 of 25
2102 N Wright St & #2 -
101117955-566/13/2024
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responsibility or liability for its accuracy. The material presented in this web application should not be used or relied upon for any specific application
without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. SEAOC /
OSHPD do not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge
in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the seismic
data provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website
does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described
by latitude/longitude location in the search results of this website.
4 of 25
2102 N Wright St & #2 -
101117955-566/13/2024
1Y
1X
3X
3Y
2Y
2X
ROOF SHEARWALL LAYOUT
1 2
3 4
A
B
C
D
5 of 25
2102 N Wright St & #2 -
101117955-566/13/2024
Dong Engineering Inc.
ADDITION-ADU
2102 N.WRIGHT ST, SANTA ANA, CA 92705
Job#: 230520
Date: 11/28/2023
PLAN: 1
CODE: CBC 2022
SECTION: 1X
Number of Story: 1 Section width: 10.5(ft)Section length: 11(ft)
Base height: 0(ft)Slope roof height: 10.5(ft)Gable mean roof height: 9.5(ft)
WIND PARAMETERS PER ASCE7-16, CHAPTER 27, MWFRS BUILDINGS OF ALL HEIGHTS:
Wind speed = 110, Wind exposure = C, Wind importance factor Iw = 1
Coefficients: Kd = 0.85, Kzt = 1, G = 0.85, Gcpi = +/-0.18, omega = 1
B = 60(ft), L = 50(ft), H = 11(ft)-->L/B = 0.83, H/L = 0.22
Wall coefficient: Cpw = 0.8, Cpl = -0.5, Roof coefficient: Cpw = (0.14;-0.36), Cpl = -0.57
Wind exposure = C-->anpha = 9.5, zg = 900
Kz = 2.01*(15/zg)^(2/anpha)qz = 0.00256*Kz*Kzt*Kd*V^2*Iw P = G(Cpw*qz+Cpl*qh)
WIND LOAD:
SEISMIC PARAMETERS PER ASCE7-16, CHAPTER 12.8, ELF PROCEDURE:
Light frame wood-->Rx = 6.5, Site class :D, SDS = 2FaSs/3 =1.05, SD1 = 2FvS1/3 =0,
Seismic design category: D, I = 1, 0.7*V = 0.7*SDS*I*W/Rx = 0.7*1.05*1*W/6.5 = 0.1131*W
Total Seismic Load = 32.23 = 32.23 PLF
Redistrib: 285*8 = 2280 PLFxFT
DIAPHRAGM & CHORD FORCE PER ASCE07-16 SECTION 12.10
ROOF DIAPHRAGM
Max shear = 46.04 x 10.5 / (2 x 11) = 21.97 PLF
Use: 15/32" apa rated unblock 32/16 w/8d common nails at 6", 6", 12" o.c.
Chord force = 46.04 x 10.5^2 / (8 x 11) = 57.68 LBS
Splice w/ min. (1) 16d sinker nails each side of splice at 8" o.c. (standard construction)
(z, Kz, qz, P): (15, 0.85, 22.35, 24.7)
ROOF
Roof = 15*11 = 165 PLF
Wall = 15*2*4 = 120 PLF
Shear = 0.1131(165+120) = 0.1131*285 = 32.23 PLF
Plate height: ROOF = 8(ft)
SHEAR ROOF = 32.23*285*8/2280 = 32.23 PLF
SHEAR ROOF = 0.6*W = 79.4(plf)
ROOF 79.4 PLF WIND GOVERN
6 of 25
2102 N Wright St & #2 -
101117955-566/13/2024
Dong Engineering Inc.
ADDITION-ADU
2102 N.WRIGHT ST, SANTA ANA, CA 92705
Job#: 230520
Date: 11/28/2023
PLAN: 1
CODE: CBC 2022
SECTION: 1Y
Number of Story: 1 Section width: 11(ft)Section length: 10.5(ft)
Base height: 0(ft)Slope roof height: 10.5(ft)Gable mean roof height: 9.5(ft)
WIND PARAMETERS PER ASCE7-16, CHAPTER 27, MWFRS BUILDINGS OF ALL HEIGHTS:
Wind speed = 110, Wind exposure = C, Wind importance factor Iw = 1
Coefficients: Kd = 0.85, Kzt = 1, G = 0.85, Gcpi = +/-0.18, omega = 1
B = 50(ft), L = 60(ft), H = 11(ft)-->L/B = 1.2, H/L = 0.18
Wall coefficient: Cpw = 0.8, Cpl = -0.46
Wind exposure = C-->anpha = 9.5, zg = 900
Kz = 2.01*(15/zg)^(2/anpha)qz = 0.00256*Kz*Kzt*Kd*V^2*Iw P = G(Cpw*qz+Cpl*qh)
WIND LOAD:
SEISMIC PARAMETERS PER ASCE7-16, CHAPTER 12.8, ELF PROCEDURE:
Light frame wood-->Ry = 6.5, Site class :D, SDS = 2FaSs/3 =1.05, SD1 = 2FvS1/3 =0,
Seismic design category: D, I = 1, 0.7*V = 0.7*SDS*I*W/Ry = 0.7*1.05*1*W/6.5 = 0.1131*W
Total Seismic Load = 24.59 = 24.59 PLF
Redistrib: 217.5*8 = 1740 PLFxFT
DIAPHRAGM & CHORD FORCE PER ASCE07-16 SECTION 12.10
ROOF DIAPHRAGM
Max shear = 35.13 x 11 / (2 x 10.5) = 18.4 PLF
Use: 15/32" apa rated unblock 32/16 w/8d common nails at 6", 6", 12" o.c.
Chord force = 35.13 x 11^2 / (8 x 10.5) = 50.6 LBS
Splice w/ min. (1) 16d sinker nails each side of splice at 8" o.c. (standard construction)
(z, Kz, qz, P): (15, 0.85, 22.35, 23.94); (15, 0.85, 22.35, 15.2)
ROOF
Roof = 15*10.5 = 157.5 PLF
Wall = 15*1*4 = 60 PLF
Shear = 0.1131(157.5+60) = 0.1131*217.5 = 24.6 PLF
Plate height: ROOF = 8(ft)
SHEAR ROOF = 24.59*217.5*8/1740 = 24.59 PLF
SHEAR ROOF = 0.6*W = 58.02(plf)
ROOF 58.02 PLF WIND GOVERN
7 of 25
2102 N Wright St & #2 -
101117955-566/13/2024
Dong Engineering Inc.
ADDITION-ADU
2102 N.WRIGHT ST, SANTA ANA, CA 92705
Job#: 230520
Date: 11/28/2023
PLAN: 1
CODE: CBC 2022
SECTION: 2X
Number of Story: 1 Section width: 31.5(ft)Section length: 50(ft)
Base height: 0(ft)Slope roof height: 13.5(ft)Gable mean roof height: 11(ft)
WIND PARAMETERS PER ASCE7-16, CHAPTER 27, MWFRS BUILDINGS OF ALL HEIGHTS:
Wind speed = 110, Wind exposure = C, Wind importance factor Iw = 1
Coefficients: Kd = 0.85, Kzt = 1, G = 0.85, Gcpi = +/-0.18, omega = 1
B = 60(ft), L = 50(ft), H = 11(ft)-->L/B = 0.83, H/L = 0.22
Wall coefficient: Cpw = 0.8, Cpl = -0.5
Wind exposure = C-->anpha = 9.5, zg = 900
Kz = 2.01*(15/zg)^(2/anpha)qz = 0.00256*Kz*Kzt*Kd*V^2*Iw P = G(Cpw*qz+Cpl*qh)
WIND LOAD:
SEISMIC PARAMETERS PER ASCE7-16, CHAPTER 12.8, ELF PROCEDURE:
Light frame wood-->Rx = 6.5, Site class :D, SDS = 2FaSs/3 =1.05, SD1 = 2FvS1/3 =0,
Seismic design category: D, I = 1, 0.7*V = 0.7*SDS*I*W/Rx = 0.7*1.05*1*W/6.5 = 0.1131*W
Total Seismic Load = 107.42 = 107.42 PLF
Redistrib: 950*8 = 7600 PLFxFT
DIAPHRAGM & CHORD FORCE PER ASCE07-16 SECTION 12.10
ROOF DIAPHRAGM
Max shear = 157.5 x 31.5 / (2 x 50) = 49.61 PLF
Use: 15/32" apa rated unblock 32/16 w/8d common nails at 6", 6", 12" o.c.
Chord force = 157.5 x 31.5^2 / (8 x 50) = 390.7 LBS
Splice w/ min. (3) 16d sinker nails each side of splice at 8" o.c. (standard construction)
(z, Kz, qz, P): (15, 0.85, 22.35, 24.7)
ROOF
Roof = 15*50 = 750 PLF
Wall = 15*2*4 + 10*2*4 = 200 PLF
Shear = 0.1131(750+200) = 0.1131*950 = 107.45 PLF
Plate height: ROOF = 8(ft)
SHEAR ROOF = 107.42*950*8/7600 = 107.42 PLF
SHEAR ROOF = 0.6*W = 103.73(plf)
ROOF 107.42 PLF SEISMIC GOVERN
8 of 25
2102 N Wright St & #2 -
101117955-566/13/2024
Dong Engineering Inc.
ADDITION-ADU
2102 N.WRIGHT ST, SANTA ANA, CA 92705
Job#: 230520
Date: 11/28/2023
PLAN: 1
CODE: CBC 2022
SECTION: 2Y
Number of Story: 1 Section width: 50(ft)Section length: 31.5(ft)
Base height: 0(ft)Slope roof height: 13.5(ft)Gable mean roof height: 11(ft)
WIND PARAMETERS PER ASCE7-16, CHAPTER 27, MWFRS BUILDINGS OF ALL HEIGHTS:
Wind speed = 110, Wind exposure = C, Wind importance factor Iw = 1
Coefficients: Kd = 0.85, Kzt = 1, G = 0.85, Gcpi = +/-0.18, omega = 1
B = 50(ft), L = 60(ft), H = 11(ft)-->L/B = 1.2, H/L = 0.18
Wall coefficient: Cpw = 0.8, Cpl = -0.46, Roof coefficient: Cpw = (0.14;-0.36), Cpl = -0.57
Wind exposure = C-->anpha = 9.5, zg = 900
Kz = 2.01*(15/zg)^(2/anpha)qz = 0.00256*Kz*Kzt*Kd*V^2*Iw P = G(Cpw*qz+Cpl*qh)
WIND LOAD:
SEISMIC PARAMETERS PER ASCE7-16, CHAPTER 12.8, ELF PROCEDURE:
Light frame wood-->Ry = 6.5, Site class :D, SDS = 2FaSs/3 =1.05, SD1 = 2FvS1/3 =0,
Seismic design category: D, I = 1, 0.7*V = 0.7*SDS*I*W/Ry = 0.7*1.05*1*W/6.5 = 0.1131*W
Total Seismic Load = 76.04 = 76.04 PLF
Redistrib: 672.5*8 = 5380 PLFxFT
DIAPHRAGM & CHORD FORCE PER ASCE07-16 SECTION 12.10
ROOF DIAPHRAGM
Max shear = 108.63 x 50 / (2 x 31.5) = 86.21 PLF
Use: 15/32" apa rated unblock 32/16 w/8d common nails at 6", 6", 12" o.c.
Chord force = 108.63 x 50^2 / (8 x 31.5) = 1077.68 LBS
Splice w/ min. (6) 16d sinker nails each side of splice at 8" o.c. (standard construction)
(z, Kz, qz, P): (15, 0.85, 22.35, 23.94)
ROOF
Roof = 15*31.5 = 472.5 PLF
Wall = 15*2*4 + 10*2*4 = 200 PLF
Shear = 0.1131(472.5+200) = 0.1131*672.5 = 76.06 PLF
Plate height: ROOF = 8(ft)
SHEAR ROOF = 76.04*672.5*8/5380 = 76.04 PLF
SHEAR ROOF = 0.6*W = 101.72(plf)
ROOF 101.72 PLF WIND GOVERN
9 of 25
2102 N Wright St & #2 -
101117955-566/13/2024
Dong Engineering Inc.
ADDITION-ADU
2102 N.WRIGHT ST, SANTA ANA, CA 92705
Job#: 230520
Date: 11/28/2023
PLAN: 1
CODE: CBC 2022
SECTION: 3X
Number of Story: 1 Section width: 17.5(ft)Section length: 13(ft)
Base height: 0(ft)Slope roof height: 10.5(ft)Gable mean roof height: 9.5(ft)
WIND PARAMETERS PER ASCE7-16, CHAPTER 27, MWFRS BUILDINGS OF ALL HEIGHTS:
Wind speed = 110, Wind exposure = C, Wind importance factor Iw = 1
Coefficients: Kd = 0.85, Kzt = 1, G = 0.85, Gcpi = +/-0.18, omega = 1
B = 60(ft), L = 50(ft), H = 11(ft)-->L/B = 0.83, H/L = 0.22
Wall coefficient: Cpw = 0.8, Cpl = -0.5, Roof coefficient: Cpw = (0.14;-0.36), Cpl = -0.57
Wind exposure = C-->anpha = 9.5, zg = 900
Kz = 2.01*(15/zg)^(2/anpha)qz = 0.00256*Kz*Kzt*Kd*V^2*Iw P = G(Cpw*qz+Cpl*qh)
WIND LOAD:
SEISMIC PARAMETERS PER ASCE7-16, CHAPTER 12.8, ELF PROCEDURE:
Light frame wood-->Rx = 6.5, Site class :D, SDS = 2FaSs/3 =1.05, SD1 = 2FvS1/3 =0,
Seismic design category: D, I = 1, 0.7*V = 0.7*SDS*I*W/Rx = 0.7*1.05*1*W/6.5 = 0.1131*W
Total Seismic Load = 35.62 = 35.62 PLF
Redistrib: 315*8 = 2520 PLFxFT
DIAPHRAGM & CHORD FORCE PER ASCE07-16 SECTION 12.10
ROOF DIAPHRAGM
Max shear = 50.89 x 17.5 / (2 x 13) = 34.25 PLF
Use: 15/32" apa rated unblock 32/16 w/8d common nails at 6", 6", 12" o.c.
Chord force = 50.89 x 17.5^2 / (8 x 13) = 149.86 LBS
Splice w/ min. (1) 16d sinker nails each side of splice at 8" o.c. (standard construction)
(z, Kz, qz, P): (15, 0.85, 22.35, 24.7)
ROOF
Roof = 15*13 = 195 PLF
Wall = 15*2*4 = 120 PLF
Shear = 0.1131(195+120) = 0.1131*315 = 35.63 PLF
Plate height: ROOF = 8(ft)
SHEAR ROOF = 35.62*315*8/2520 = 35.62 PLF
SHEAR ROOF = 0.6*W = 79.4(plf)
ROOF 79.4 PLF WIND GOVERN
10 of 25
2102 N Wright St & #2 -
101117955-566/13/2024
Dong Engineering Inc.
ADDITION-ADU
2102 N.WRIGHT ST, SANTA ANA, CA 92705
Job#: 230520
Date: 11/28/2023
PLAN: 1
CODE: CBC 2022
SECTION: 3Y
Number of Story: 1 Section width: 13(ft)Section length: 17.5(ft)
Base height: 0(ft)Slope roof height: 10.5(ft)Gable mean roof height: 9.5(ft)
WIND PARAMETERS PER ASCE7-16, CHAPTER 27, MWFRS BUILDINGS OF ALL HEIGHTS:
Wind speed = 110, Wind exposure = C, Wind importance factor Iw = 1
Coefficients: Kd = 0.85, Kzt = 1, G = 0.85, Gcpi = +/-0.18, omega = 1
B = 50(ft), L = 60(ft), H = 11(ft)-->L/B = 1.2, H/L = 0.18
Wall coefficient: Cpw = 0.8, Cpl = -0.46
Wind exposure = C-->anpha = 9.5, zg = 900
Kz = 2.01*(15/zg)^(2/anpha)qz = 0.00256*Kz*Kzt*Kd*V^2*Iw P = G(Cpw*qz+Cpl*qh)
WIND LOAD:
SEISMIC PARAMETERS PER ASCE7-16, CHAPTER 12.8, ELF PROCEDURE:
Light frame wood-->Ry = 6.5, Site class :D, SDS = 2FaSs/3 =1.05, SD1 = 2FvS1/3 =0,
Seismic design category: D, I = 1, 0.7*V = 0.7*SDS*I*W/Ry = 0.7*1.05*1*W/6.5 = 0.1131*W
Total Seismic Load = 40.99 = 40.99 PLF
Redistrib: 362.5*8 = 2900 PLFxFT
DIAPHRAGM & CHORD FORCE PER ASCE07-16 SECTION 12.10
ROOF DIAPHRAGM
Max shear = 58.56 x 13 / (2 x 17.5) = 21.75 PLF
Use: 15/32" apa rated unblock 32/16 w/8d common nails at 6", 6", 12" o.c.
Chord force = 58.56 x 13^2 / (8 x 17.5) = 70.69 LBS
Splice w/ min. (1) 16d sinker nails each side of splice at 8" o.c. (standard construction)
(z, Kz, qz, P): (15, 0.85, 22.35, 23.94); (15, 0.85, 22.35, 15.2)
ROOF
Roof = 15*17.5 = 262.5 PLF
Wall = 15*1*4 + 10*1*4 = 100 PLF
Shear = 0.1131(262.5+100) = 0.1131*362.5 = 41 PLF
Plate height: ROOF = 8(ft)
SHEAR ROOF = 40.99*362.5*8/2900 = 40.99 PLF
SHEAR ROOF = 0.6*W = 58.02(plf)
ROOF 58.02 PLF WIND GOVERN
11 of 25
2102 N Wright St & #2 -
101117955-566/13/2024
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2102 N Wright St & #2 -
101117955-566/13/2024
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2102 N Wright St & #2 -
101117955-566/13/2024
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19 of 25
2102 N Wright St & #2 -
101117955-566/13/2024
Dong Engineering Inc.
ADDITION-ADU
2102 N.WRIGHT ST, SANTA ANA, CA 92705
Job#: 230520
Date: 11/28/2023
PLAN: 1
CODE: CBC 2022
Shear Wall (X-X Direction)
Line Story Section Span Wind Seismic Added V (lb)H L v Type
###(ft)(plf)(plf)Wind Seismic (ft)(ft)(plf)
A 1 1X 10.5 79 32 8 8 52 A
B 1 1X 10.5 79 32 1634 1692 8 6.25 328 B
C 1 3X 17.5 79 36 8 4 174 A
D 1 3X 17.5 79 36 8 7.52 92 A
SUMMARY SHEAR WALL
V2 = Seismic*Span/2 + Added Vseismic
Line shear V = Maximum(V1;V2)
V1 = Wind*Span/2 + Added Vwind
v(plf) = V/L
20 of 25
2102 N Wright St & #2 -
101117955-566/13/2024
Dong Engineering Inc.
ADDITION-ADU
2102 N.WRIGHT ST, SANTA ANA, CA 92705
Job#: 230520
Date: 11/28/2023
PLAN: 1
CODE: CBC 2022
Shear Wall (Y-Y Direction)
Line Story Section Span Wind Seismic Added V (lb)H L v Type
###(ft)(plf)(plf)Wind Seismic (ft)(ft)(plf)
1 1 1Y 11 58 25 8 8 40 A
2 1 1Y 11 58 25 8 2.27 141 A
3 1 3Y 13 58 41 8 7.25 52 A
4 1 3Y 13 58 41 8 8 47 A
v(plf) = V/L
Line shear V = Maximum(V1;V2)
SUMMARY SHEAR WALL
V1 = Wind*Span/2 + Added Vwind
V2 = Seismic*Span/2 + Added Vseismic
21 of 25
2102 N Wright St & #2 -
101117955-566/13/2024
Dong Engineering Inc.
ADDITION-ADU
2102 N.WRIGHT ST, SANTA ANA, CA 92705
Job#: 230520
Date: 11/28/2023
PLAN: 1
CODE: CBC 2022
Wall Sec.Sto.Wind Seismic Span Offset Wind Seismic
(#)(#)(#)v_(plf)v_(plf)(ft)(ft)V_(lb)V_(lb)
1 :Wind = 320(lb), Seismic = 135(lb)
1 1Y 1 58.0 24.6 11 319 135 l---------------11.0(ft)---------------l
2 :Wind = 320(lb), Seismic = 135(lb)
2 1Y 1 58.0 24.6 11 319 135 l---------------11.0(ft)---------------l
3 :Wind = 378(lb), Seismic = 266(lb)
3 3Y 1 58.0 41.0 13 377 266 l---------------13.0(ft)---------------l
4 :Wind = 378(lb), Seismic = 266(lb)
4 3Y 1 58.0 41.0 13 377 266 l---------------13.0(ft)---------------l
A :Wind = 417(lb), Seismic = 169(lb)
A 1X 1 79.4 32.2 10.5 417 169 l---------------10.5(ft)---------------l
B :Wind = 2051(lb), Seismic = 1861(lb)
B 1X 1 79.4 32.2 10.5 417 169 l---------------10.5(ft)---------------l
B 2X 1 103.7 107.4 31.5 1634 1692 l---------------31.5(ft)---------------l
C :Wind = 695(lb), Seismic = 312(lb)
C 3X 1 79.4 35.6 17.5 695 312 l---------------17.5(ft)---------------l
D :Wind = 695(lb), Seismic = 312(lb)
D 3X 1 79.4 35.6 17.5 695 312 l---------------17.5(ft)---------------l
#N/A #N/A
#N/A #N/A
#N/A #N/A
Description
V_(lb)=v_(plf)*Span*Span/2/(Span+Offset)
LATERAL
p Factor: X Direction: p=1; Y Direction: p=1
22 of 25
2102 N Wright St & #2 -
101117955-566/13/2024
Dong Engineering Inc.
ADDITION-ADU
2102 N.WRIGHT ST, SANTA ANA, CA 92705
Job #: 230520
Date : 11/28/2023
Plan : 1
BEAM : 1 - CLG @ MASTER BEDROOM
Loads(Downward+)
Beam Weight 10.1 plf from 0 ft to 10.25 ft
Roof Primary: (15+20)(7.8) = (DL=116.2PLF; LLr=155PLF) form 0 to 10.25
Roof Primary: (15+20)(0.7) = (DL=10PLF; LLr=13.3PLF) form 0 to 10.25
Reactions (D+Lr+L/Max. Load comb.)
Bearing Down Up
1 1562/1561 0
2 1562/1561 0
USE 6 x 8
Critcal Shear = 1561 LB @0' 1.5xV/(F'v x A)= 0.26
F'v = 212, A = 41.25
Critcal Moment = 3998 LB-FT @5' M/(F'b x S)= 0.55
F'b = 1688, S = 51.56
Critical Deflection for TL = -0.244 INCH @ 5 L/240 = 0.512"
Critical Deflection for LL = -0.135 INCH @ 5 L/360 = 0.342"
1 2
Moment
Shear
Deflection
10.25'
BEAM : 2 - DROP @ STUDIO ADU
Loads(Downward+)
Beam Weight 6.2 plf from 0 ft to 7.25 ft
Roof Primary: (15+20)(8) = (DL=120PLF; LLr=160PLF) form 0 to 7.25
Roof Primary: (15+20)(0.7) = (DL=10PLF; LLr=13.3PLF) form 0 to 7.25
Reactions (D+Lr+L/Max. Load comb.)
Bearing Down Up
1 1122/1122 0
2 1122/1122 0
USE 4 x 8
Critcal Shear = 1121 LB @0' 1.5xV/(F'v x A)= 0.29
F'v = 225, A = 25.38
Critcal Moment = 2030 LB-FT @3.75' M/(F'b x S)= 0.54
F'b = 1462, S = 30.66
Critical Deflection for TL = -0.108 INCH @ 3.5 L/240 = 0.362"
Critical Deflection for LL = -0.06 INCH @ 3.5 L/360 = 0.242"
1 2
Moment
Shear
Deflection
7.25'
23 of 25
2102 N Wright St & #2 -
101117955-566/13/2024
Dong Engineering Inc.
ADDITION-ADU
2102 N.WRIGHT ST, SANTA ANA, CA 92705
Job #: 230520
Date : 11/28/2023
Plan : 1
BEAM : C1 - C.J. 2X6 DFL#2 @ 16" O.C. TYP.
Loads(Downward+)
Ceiling Joist: (4+10)(1.3) = (DL=5.3PLF; LLr=13.4PLF) form 0 to 15.25
Reactions (D+Lr+L/Max. Load comb.)
Bearing Down Up
1 143/143 0
2 143/143 0
USE 2 x 6
Critcal Shear = 142 LB @0' 1.5xV/(F'v x A)= 0.11
F'v = 225, A = 8.25
Critcal Moment = 543 LB-FT @7.62' M/(F'b x S)= 0.51
F'b = 1682, S = 7.56
Critical Deflection for TL = -0.684 INCH @ 7.63 L/240 = 0.762"
Critical Deflection for LL = -0.488 INCH @ 7.63 L/360 = 0.508"
1 2
Moment
Shear
Deflection
15.25'
BEAM : R1 - R.R. 2X6 DFL#2 @ 16" O.C. TYP.
Loads(Downward+)
Roof Rafter: (11+20)(1.3) = (DL=14.7PLF; LLr=26.7PLF) form 0 to 12
Reactions (D+Lr+L/Max. Load comb.)
Bearing Down Up
1 248/248 0
2 248/248 0
USE 2 x 6
Critcal Shear = 248 LB @0' 1.5xV/(F'v x A)= 0.2
F'v = 225, A = 8.25
Critcal Moment = 744 LB-FT @6' M/(F'b x S)= 0.7
F'b = 1682, S = 7.56
Critical Deflection for TL = -0.58 INCH @ 6 L/240 = 0.6"
Critical Deflection for LL = -0.374 INCH @ 6 L/360 = 0.4"
1 2
Moment
Shear
Deflection
12'
24 of 25
2102 N Wright St & #2 -
101117955-566/13/2024
Dong Engineering Inc.
ADDITION-ADU
2102 N.WRIGHT ST, SANTA ANA, CA 92705
Job#: 230520
Date: 11/28/2023
PLAN: 1
CODE: CBC 2022
1500 psf
Trib Trib Wall Height
DL(psf)LL(psf)roof(ft)DL(psf)LL(psf)floor(ft)DL(psf)wall(ft)
15 20 7 15 8
Roof:(DL+LL)(Trib) =245 plf
Floor:(DL+LL)(Trib) =0 plf
Wall:DL (Height)=120 plf
365 plf
365 /(12"/12)=365 psf< 1500 psf
P(allowable)
P(allowable) = 4,500 #
18 in
FOUNDATION - 1-STORY
Allowable soil bearing value:
Roof Floor
use 12" wide cont. ftg w/ 2-#4 top & bott.
45𝑜
25 of 25
2102 N Wright St & #2 -
101117955-566/13/2024
Dong Engineering, Inc.
7661 GARDEN GROVE BLVD. , GARDEN GROVE, CA 92841
Office: (714) 617-5979
Email: info@dongengineering.com
DATE:4/9/2024
CLIENT:
JOB NO.:230520
Project:
ADDITION-ADU
STRUCTURAL CALCULATIONS FOR THE BUILDING AT:
2102 N.WRIGHT ST,
SANTA ANA, CA 92705
1 of 25
2102 N Wright St & #2 -
101117955-566/13/2024
Dong Engineering Inc.
ADDITION-ADU Job#: 230520
2102 N.WRIGHT ST, SANTA ANA, CA 92705 Date: 4/9/2024
ROOF:SHINGLE
Slope 4:12
Live Load 20 psf
Roof'g Material 3 psf
Sheathing 2.0 psf
Trusses / Rafters 2.0 psf
Ceiling Joists 2.0 psf
Drywall 2.0 psf
Sprinkler 0.5 psf
Solar 3.0 psf
Miscellaneous 0.5 psf
Total D.L.15 psf
Total Load 35 psf
EXTERIOR WALL:INTERIOR WALL:
EXTERIOR:9 DRYWALL:3
DRYWALL:3.0 DRYWALL:3.0
STUDS:2.0 STUDS:2.0
MISC.:1.0 MISC.:2.0
DL=15.0 PSF DL=10.0 PSF
REVISIONS:
1 Sheets:Date:
Init:Remark:
2 Sheets:Date:
Init:Remark:
3 Sheets:Date:
Init:Remark:
4 Sheets:Date:
Init:Remark:
5 Sheets:Date:
Init:Remark:
6 Sheets:Date:
Init:Remark:
LOADING CONDITIONS
2 of 25
2102 N Wright St & #2 -
101117955-566/13/2024
USGS web services were down for some period of time and as a result this tool wasn't operational, resulting in timeout error.
USGS web services are now operational so this tool should work as expected.
2102 N Wright St, Santa Ana, CA 92705, USA
Latitude, Longitude: 33.7637243, -117.8475584
Date 11/28/2023, 6:01:39 PM
Design Code Reference Document ASCE7-16
Risk Category II
Site Class D - Default (See Section 11.4.3)
Type Value Description
SS 1.313 MCER ground motion. (for 0.2 second period)
S1 0.468 MCER ground motion. (for 1.0s period)
SMS 1.575 Site-modified spectral acceleration value
SM1 null -See Section 11.4.8 Site-modified spectral acceleration value
SDS 1.05 Numeric seismic design value at 0.2 second SA
SD1 null -See Section 11.4.8 Numeric seismic design value at 1.0 second SA
Type Value Description
SDC null -See Section 11.4.8 Seismic design category
Fa 1.2 Site amplification factor at 0.2 second
Fv null -See Section 11.4.8 Site amplification factor at 1.0 second
PGA 0.55 MCEG peak ground acceleration
FPGA 1.2 Site amplification factor at PGA
PGAM 0.66 Site modified peak ground acceleration
TL 8 Long-period transition period in seconds
SsRT 1.313 Probabilistic risk-targeted ground motion. (0.2 second)
SsUH 1.408 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration
SsD 1.5 Factored deterministic acceleration value. (0.2 second)
S1RT 0.468 Probabilistic risk-targeted ground motion. (1.0 second)
S1UH 0.505 Factored uniform-hazard (2% probability of exceedance in 50 years) spectral acceleration.
S1D 0.6 Factored deterministic acceleration value. (1.0 second)
PGAd 0.59 Factored deterministic acceleration value. (Peak Ground Acceleration)
PGAUH 0.55 Uniform-hazard (2% probability of exceedance in 50 years) Peak Ground Acceleration
CRS 0.933 Mapped value of the risk coefficient at short periods
CR1 0.927 Mapped value of the risk coefficient at a period of 1 s
CV 1.363 Vertical coefficient
3 of 25
2102 N Wright St & #2 -
101117955-566/13/2024
DISCLAIMER
While the information presented on this website is believed to be correct, SEAOC /OSHPD and its sponsors and contributors assume no
responsibility or liability for its accuracy. The material presented in this web application should not be used or relied upon for any specific application
without competent examination and verification of its accuracy, suitability and applicability by engineers or other licensed professionals. SEAOC /
OSHPD do not intend that the use of this information replace the sound judgment of such competent professionals, having experience and knowledge
in the field of practice, nor to substitute for the standard of care required of such professionals in interpreting and applying the results of the seismic
data provided by this website. Users of the information from this website assume all liability arising from such use. Use of the output of this website
does not imply approval by the governing building code bodies responsible for building code approval and interpretation for the building site described
by latitude/longitude location in the search results of this website.
4 of 25
2102 N Wright St & #2 -
101117955-566/13/2024
1Y
1X
3X
3Y
2Y
2X
ROOF SHEARWALL LAYOUT
1 2
3 4
A
B
C
D
5 of 25
2102 N Wright St & #2 -
101117955-566/13/2024
Dong Engineering Inc.
ADDITION-ADU
2102 N.WRIGHT ST, SANTA ANA, CA 92705
Job#: 230520
Date: 4/9/2024
PLAN: 1
CODE: CBC 2022
SECTION: 1X
Number of Story: 1 Section width: 10.5(ft)Section length: 11(ft)
Base height: 0(ft)Slope roof height: 10.5(ft)Gable mean roof height: 9.5(ft)
WIND PARAMETERS PER ASCE7-16, CHAPTER 27, MWFRS BUILDINGS OF ALL HEIGHTS:
Wind speed = 110, Wind exposure = C, Wind importance factor Iw = 1
Coefficients: Kd = 0.85, Kzt = 1, G = 0.85, Gcpi = +/-0.18, omega = 1
B = 60(ft), L = 50(ft), H = 11(ft)-->L/B = 0.83, H/L = 0.22
Wall coefficient: Cpw = 0.8, Cpl = -0.5, Roof coefficient: Cpw = (0.14;-0.36), Cpl = -0.57
Wind exposure = C-->anpha = 9.5, zg = 900
Kz = 2,01*(15/zg)^(2/anpha)qz = 0,00256*Kz*Kzt*Kd*V^2*Iw P = G(Cpw*qz+Cpl*qh)
WIND LOAD:
SEISMIC PARAMETERS PER ASCE7-16, CHAPTER 12.8, ELF PROCEDURE:
Light frame wood-->Rx = 6.5, Site class :D, SDS = 2FaSs/3 =1.05, SD1 = 2FvS1/3 =0,
Seismic design category: D, I = 1, 0.7*V = 0.7*SDS*I*W/Rx = 0.7*1.05*1*W/6.5 = 0.1131*W
Total Seismic Load = 32.23 = 32.23 PLF
Redistrib: 285*8 = 2280 PLFxFT
DIAPHRAGM & CHORD FORCE PER ASCE07-16 SECTION 12.10
ROOF DIAPHRAGM
Max shear = 46.04 x 10.5 / (2 x 11) = 21.97 PLF
Use: 15/32" apa rated unblock 32/16 w/8d common nails at 6", 6", 12" o.c.
Chord force = 46.04 x 10.5^2 / (8 x 11) = 57.68 LBS
Splice w/ min. (1) 16d sinker nails each side of splice at 8" o.c. (standard construction)
(z, Kz, qz, P): (15, 0.85, 22.35, 24.7)
ROOF
Roof = 15*11 = 165 PLF
Wall = 15*2*4 = 120 PLF
Shear = 0.1131(165+120) = 0.1131*285 = 32.23 PLF
Plate height: ROOF = 8(ft)
SHEAR ROOF = 32.23*285*8/2280 = 32.23 PLF
SHEAR ROOF = 0.6*W = 79.4(plf)
ROOF 79.4 PLF WIND GOVERN
6 of 25
2102 N Wright St & #2 -
101117955-566/13/2024
Dong Engineering Inc.
ADDITION-ADU
2102 N.WRIGHT ST, SANTA ANA, CA 92705
Job#: 230520
Date: 4/9/2024
PLAN: 1
CODE: CBC 2022
SECTION: 1Y
Number of Story: 1 Section width: 11(ft)Section length: 10.5(ft)
Base height: 0(ft)Slope roof height: 10.5(ft)Gable mean roof height: 9.5(ft)
WIND PARAMETERS PER ASCE7-16, CHAPTER 27, MWFRS BUILDINGS OF ALL HEIGHTS:
Wind speed = 110, Wind exposure = C, Wind importance factor Iw = 1
Coefficients: Kd = 0.85, Kzt = 1, G = 0.85, Gcpi = +/-0.18, omega = 1
B = 50(ft), L = 60(ft), H = 11(ft)-->L/B = 1.2, H/L = 0.18
Wall coefficient: Cpw = 0.8, Cpl = -0.46
Wind exposure = C-->anpha = 9.5, zg = 900
Kz = 2,01*(15/zg)^(2/anpha)qz = 0,00256*Kz*Kzt*Kd*V^2*Iw P = G(Cpw*qz+Cpl*qh)
WIND LOAD:
SEISMIC PARAMETERS PER ASCE7-16, CHAPTER 12.8, ELF PROCEDURE:
Light frame wood-->Ry = 6.5, Site class :D, SDS = 2FaSs/3 =1.05, SD1 = 2FvS1/3 =0,
Seismic design category: D, I = 1, 0.7*V = 0.7*SDS*I*W/Ry = 0.7*1.05*1*W/6.5 = 0.1131*W
Total Seismic Load = 24.59 = 24.59 PLF
Redistrib: 217.5*8 = 1740 PLFxFT
DIAPHRAGM & CHORD FORCE PER ASCE07-16 SECTION 12.10
ROOF DIAPHRAGM
Max shear = 35.13 x 11 / (2 x 10.5) = 18.4 PLF
Use: 15/32" apa rated unblock 32/16 w/8d common nails at 6", 6", 12" o.c.
Chord force = 35.13 x 11^2 / (8 x 10.5) = 50.6 LBS
Splice w/ min. (1) 16d sinker nails each side of splice at 8" o.c. (standard construction)
(z, Kz, qz, P): (15, 0.85, 22.35, 23.94); (15, 0.85, 22.35, 15.2)
ROOF
Roof = 15*10.5 = 157.5 PLF
Wall = 15*1*4 = 60 PLF
Shear = 0.1131(157.5+60) = 0.1131*217.5 = 24.6 PLF
Plate height: ROOF = 8(ft)
SHEAR ROOF = 24.59*217.5*8/1740 = 24.59 PLF
SHEAR ROOF = 0.6*W = 58.02(plf)
ROOF 58.02 PLF WIND GOVERN
7 of 25
2102 N Wright St & #2 -
101117955-566/13/2024
Dong Engineering Inc.
ADDITION-ADU
2102 N.WRIGHT ST, SANTA ANA, CA 92705
Job#: 230520
Date: 4/9/2024
PLAN: 1
CODE: CBC 2022
SECTION: 2X
Number of Story: 1 Section width: 31.5(ft)Section length: 50(ft)
Base height: 0(ft)Slope roof height: 13.5(ft)Gable mean roof height: 11(ft)
WIND PARAMETERS PER ASCE7-16, CHAPTER 27, MWFRS BUILDINGS OF ALL HEIGHTS:
Wind speed = 110, Wind exposure = C, Wind importance factor Iw = 1
Coefficients: Kd = 0.85, Kzt = 1, G = 0.85, Gcpi = +/-0.18, omega = 1
B = 60(ft), L = 50(ft), H = 11(ft)-->L/B = 0.83, H/L = 0.22
Wall coefficient: Cpw = 0.8, Cpl = -0.5
Wind exposure = C-->anpha = 9.5, zg = 900
Kz = 2,01*(15/zg)^(2/anpha)qz = 0,00256*Kz*Kzt*Kd*V^2*Iw P = G(Cpw*qz+Cpl*qh)
WIND LOAD:
SEISMIC PARAMETERS PER ASCE7-16, CHAPTER 12.8, ELF PROCEDURE:
Light frame wood-->Rx = 6.5, Site class :D, SDS = 2FaSs/3 =1.05, SD1 = 2FvS1/3 =0,
Seismic design category: D, I = 1, 0.7*V = 0.7*SDS*I*W/Rx = 0.7*1.05*1*W/6.5 = 0.1131*W
Total Seismic Load = 107.42 = 107.42 PLF
Redistrib: 950*8 = 7600 PLFxFT
DIAPHRAGM & CHORD FORCE PER ASCE07-16 SECTION 12.10
ROOF DIAPHRAGM
Max shear = 157.5 x 31.5 / (2 x 50) = 49.61 PLF
Use: 15/32" apa rated unblock 32/16 w/8d common nails at 6", 6", 12" o.c.
Chord force = 157.5 x 31.5^2 / (8 x 50) = 390.7 LBS
Splice w/ min. (3) 16d sinker nails each side of splice at 8" o.c. (standard construction)
(z, Kz, qz, P): (15, 0.85, 22.35, 24.7)
ROOF
Roof = 15*50 = 750 PLF
Wall = 15*2*4 + 10*2*4 = 200 PLF
Shear = 0.1131(750+200) = 0.1131*950 = 107.45 PLF
Plate height: ROOF = 8(ft)
SHEAR ROOF = 107.42*950*8/7600 = 107.42 PLF
SHEAR ROOF = 0.6*W = 103.73(plf)
ROOF 107.42 PLF SEISMIC GOVERN
8 of 25
2102 N Wright St & #2 -
101117955-566/13/2024
Dong Engineering Inc.
ADDITION-ADU
2102 N.WRIGHT ST, SANTA ANA, CA 92705
Job#: 230520
Date: 4/9/2024
PLAN: 1
CODE: CBC 2022
SECTION: 2Y
Number of Story: 1 Section width: 50(ft)Section length: 31.5(ft)
Base height: 0(ft)Slope roof height: 13.5(ft)Gable mean roof height: 11(ft)
WIND PARAMETERS PER ASCE7-16, CHAPTER 27, MWFRS BUILDINGS OF ALL HEIGHTS:
Wind speed = 110, Wind exposure = C, Wind importance factor Iw = 1
Coefficients: Kd = 0.85, Kzt = 1, G = 0.85, Gcpi = +/-0.18, omega = 1
B = 50(ft), L = 60(ft), H = 11(ft)-->L/B = 1.2, H/L = 0.18
Wall coefficient: Cpw = 0.8, Cpl = -0.46, Roof coefficient: Cpw = (0.14;-0.36), Cpl = -0.57
Wind exposure = C-->anpha = 9.5, zg = 900
Kz = 2,01*(15/zg)^(2/anpha)qz = 0,00256*Kz*Kzt*Kd*V^2*Iw P = G(Cpw*qz+Cpl*qh)
WIND LOAD:
SEISMIC PARAMETERS PER ASCE7-16, CHAPTER 12.8, ELF PROCEDURE:
Light frame wood-->Ry = 6.5, Site class :D, SDS = 2FaSs/3 =1.05, SD1 = 2FvS1/3 =0,
Seismic design category: D, I = 1, 0.7*V = 0.7*SDS*I*W/Ry = 0.7*1.05*1*W/6.5 = 0.1131*W
Total Seismic Load = 76.04 = 76.04 PLF
Redistrib: 672.5*8 = 5380 PLFxFT
DIAPHRAGM & CHORD FORCE PER ASCE07-16 SECTION 12.10
ROOF DIAPHRAGM
Max shear = 108.63 x 50 / (2 x 31.5) = 86.21 PLF
Use: 15/32" apa rated unblock 32/16 w/8d common nails at 6", 6", 12" o.c.
Chord force = 108.63 x 50^2 / (8 x 31.5) = 1077.68 LBS
Splice w/ min. (6) 16d sinker nails each side of splice at 8" o.c. (standard construction)
(z, Kz, qz, P): (15, 0.85, 22.35, 23.94)
ROOF
Roof = 15*31.5 = 472.5 PLF
Wall = 15*2*4 + 10*2*4 = 200 PLF
Shear = 0.1131(472.5+200) = 0.1131*672.5 = 76.06 PLF
Plate height: ROOF = 8(ft)
SHEAR ROOF = 76.04*672.5*8/5380 = 76.04 PLF
SHEAR ROOF = 0.6*W = 101.72(plf)
ROOF 101.72 PLF WIND GOVERN
9 of 25
2102 N Wright St & #2 -
101117955-566/13/2024
Dong Engineering Inc.
ADDITION-ADU
2102 N.WRIGHT ST, SANTA ANA, CA 92705
Job#: 230520
Date: 4/9/2024
PLAN: 1
CODE: CBC 2022
SECTION: 3X
Number of Story: 1 Section width: 17.5(ft)Section length: 13(ft)
Base height: 0(ft)Slope roof height: 10.5(ft)Gable mean roof height: 9.5(ft)
WIND PARAMETERS PER ASCE7-16, CHAPTER 27, MWFRS BUILDINGS OF ALL HEIGHTS:
Wind speed = 110, Wind exposure = C, Wind importance factor Iw = 1
Coefficients: Kd = 0.85, Kzt = 1, G = 0.85, Gcpi = +/-0.18, omega = 1
B = 60(ft), L = 50(ft), H = 11(ft)-->L/B = 0.83, H/L = 0.22
Wall coefficient: Cpw = 0.8, Cpl = -0.5, Roof coefficient: Cpw = (0.14;-0.36), Cpl = -0.57
Wind exposure = C-->anpha = 9.5, zg = 900
Kz = 2,01*(15/zg)^(2/anpha)qz = 0,00256*Kz*Kzt*Kd*V^2*Iw P = G(Cpw*qz+Cpl*qh)
WIND LOAD:
SEISMIC PARAMETERS PER ASCE7-16, CHAPTER 12.8, ELF PROCEDURE:
Light frame wood-->Rx = 6.5, Site class :D, SDS = 2FaSs/3 =1.05, SD1 = 2FvS1/3 =0,
Seismic design category: D, I = 1, 0.7*V = 0.7*SDS*I*W/Rx = 0.7*1.05*1*W/6.5 = 0.1131*W
Total Seismic Load = 35.62 = 35.62 PLF
Redistrib: 315*8 = 2520 PLFxFT
DIAPHRAGM & CHORD FORCE PER ASCE07-16 SECTION 12.10
ROOF DIAPHRAGM
Max shear = 50.89 x 17.5 / (2 x 13) = 34.25 PLF
Use: 15/32" apa rated unblock 32/16 w/8d common nails at 6", 6", 12" o.c.
Chord force = 50.89 x 17.5^2 / (8 x 13) = 149.86 LBS
Splice w/ min. (1) 16d sinker nails each side of splice at 8" o.c. (standard construction)
(z, Kz, qz, P): (15, 0.85, 22.35, 24.7)
ROOF
Roof = 15*13 = 195 PLF
Wall = 15*2*4 = 120 PLF
Shear = 0.1131(195+120) = 0.1131*315 = 35.63 PLF
Plate height: ROOF = 8(ft)
SHEAR ROOF = 35.62*315*8/2520 = 35.62 PLF
SHEAR ROOF = 0.6*W = 79.4(plf)
ROOF 79.4 PLF WIND GOVERN
10 of 25
2102 N Wright St & #2 -
101117955-566/13/2024
Dong Engineering Inc.
ADDITION-ADU
2102 N.WRIGHT ST, SANTA ANA, CA 92705
Job#: 230520
Date: 4/9/2024
PLAN: 1
CODE: CBC 2022
SECTION: 3Y
Number of Story: 1 Section width: 13(ft)Section length: 17.5(ft)
Base height: 0(ft)Slope roof height: 10.5(ft)Gable mean roof height: 9.5(ft)
WIND PARAMETERS PER ASCE7-16, CHAPTER 27, MWFRS BUILDINGS OF ALL HEIGHTS:
Wind speed = 110, Wind exposure = C, Wind importance factor Iw = 1
Coefficients: Kd = 0.85, Kzt = 1, G = 0.85, Gcpi = +/-0.18, omega = 1
B = 50(ft), L = 60(ft), H = 11(ft)-->L/B = 1.2, H/L = 0.18
Wall coefficient: Cpw = 0.8, Cpl = -0.46
Wind exposure = C-->anpha = 9.5, zg = 900
Kz = 2,01*(15/zg)^(2/anpha)qz = 0,00256*Kz*Kzt*Kd*V^2*Iw P = G(Cpw*qz+Cpl*qh)
WIND LOAD:
SEISMIC PARAMETERS PER ASCE7-16, CHAPTER 12.8, ELF PROCEDURE:
Light frame wood-->Ry = 6.5, Site class :D, SDS = 2FaSs/3 =1.05, SD1 = 2FvS1/3 =0,
Seismic design category: D, I = 1, 0.7*V = 0.7*SDS*I*W/Ry = 0.7*1.05*1*W/6.5 = 0.1131*W
Total Seismic Load = 40.99 = 40.99 PLF
Redistrib: 362.5*8 = 2900 PLFxFT
DIAPHRAGM & CHORD FORCE PER ASCE07-16 SECTION 12.10
ROOF DIAPHRAGM
Max shear = 58.56 x 13 / (2 x 17.5) = 21.75 PLF
Use: 15/32" apa rated unblock 32/16 w/8d common nails at 6", 6", 12" o.c.
Chord force = 58.56 x 13^2 / (8 x 17.5) = 70.69 LBS
Splice w/ min. (1) 16d sinker nails each side of splice at 8" o.c. (standard construction)
(z, Kz, qz, P): (15, 0.85, 22.35, 23.94); (15, 0.85, 22.35, 15.2)
ROOF
Roof = 15*17.5 = 262.5 PLF
Wall = 15*1*4 + 10*1*4 = 100 PLF
Shear = 0.1131(262.5+100) = 0.1131*362.5 = 41 PLF
Plate height: ROOF = 8(ft)
SHEAR ROOF = 40.99*362.5*8/2900 = 40.99 PLF
SHEAR ROOF = 0.6*W = 58.02(plf)
ROOF 58.02 PLF WIND GOVERN
11 of 25
2102 N Wright St & #2 -
101117955-566/13/2024
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12 of 25
2102 N Wright St & #2 -
101117955-566/13/2024
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18 of 25
2102 N Wright St & #2 -
101117955-566/13/2024
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19 of 25
2102 N Wright St & #2 -
101117955-566/13/2024
Dong Engineering Inc.
ADDITION-ADU
2102 N.WRIGHT ST, SANTA ANA, CA 92705
Job#: 230520
Date: 4/9/2024
PLAN: 1
CODE: CBC 2022
Shear Wall (X-X Direction)
Line Story Section Span Wind Seismic Added V (lb)H L v Type
###(ft)(plf)(plf)Wind Seismic (ft)(ft)(plf)
A 1 1X 10.5 79 32 8 8 52 A
B 1 1X 10.5 79 32 1634 1692 8 6.25 328 B
C 1 3X 17.5 79 36 8 4 174 A
D 1 3X 17.5 79 36 8 7.516 92 A
v(plf) = V/L
V2 = Seismic*Span/2 + Added Vseismic
Line shear V = Maximum(V1;V2)
V1 = Wind*Span/2 + Added Vwind
SUMMARY SHEAR WALL
20 of 25
2102 N Wright St & #2 -
101117955-566/13/2024
Dong Engineering Inc.
ADDITION-ADU
2102 N.WRIGHT ST, SANTA ANA, CA 92705
Job#: 230520
Date: 4/9/2024
PLAN: 1
CODE: CBC 2022
Shear Wall (Y-Y Direction)
Line Story Section Span Wind Seismic Added V (lb)H L v Type
###(ft)(plf)(plf)Wind Seismic (ft)(ft)(plf)
1 1 1Y 11 58 25 8 8 40 A
2 1 1Y 11 58 25 8 2.266 141 A
3 1 3Y 13 58 41 8 7.25 52 A
4 1 3Y 13 58 41 8 8 47 A
v(plf) = V/L
Line shear V = Maximum(V1;V2)
SUMMARY SHEAR WALL
V1 = Wind*Span/2 + Added Vwind
V2 = Seismic*Span/2 + Added Vseismic
21 of 25
2102 N Wright St & #2 -
101117955-566/13/2024
Dong Engineering Inc.
ADDITION-ADU
2102 N.WRIGHT ST, SANTA ANA, CA 92705
Job#: 230520
Date: 4/9/2024
PLAN: 1
CODE: CBC 2022
Wall Sec.Sto.Wind Seismic Span Offset Wind Seismic
(#)(#)(#)v_(plf)v_(plf)(ft)(ft)V_(lb)V_(lb)
1 :Wind = 320(lb), Seismic = 135(lb)
1 1Y 1 58.0 24.6 11 319 135 l---------------11.0(ft)---------------l
2 :Wind = 320(lb), Seismic = 135(lb)
2 1Y 1 58.0 24.6 11 319 135 l---------------11.0(ft)---------------l
3 :Wind = 378(lb), Seismic = 266(lb)
3 3Y 1 58.0 41.0 13 377 266 l---------------13.0(ft)---------------l
4 :Wind = 378(lb), Seismic = 266(lb)
4 3Y 1 58.0 41.0 13 377 266 l---------------13.0(ft)---------------l
A :Wind = 417(lb), Seismic = 169(lb)
A 1X 1 79.4 32.2 10.5 417 169 l---------------10.5(ft)---------------l
B :Wind = 2051(lb), Seismic = 1861(lb)
B 1X 1 79.4 32.2 10.5 417 169 l---------------10.5(ft)---------------l
B 2X 1 103.7 107.4 31.5 1634 1692 l---------------31.5(ft)---------------l
C :Wind = 695(lb), Seismic = 312(lb)
C 3X 1 79.4 35.6 17.5 695 312 l---------------17.5(ft)---------------l
D :Wind = 695(lb), Seismic = 312(lb)
D 3X 1 79.4 35.6 17.5 695 312 l---------------17.5(ft)---------------l
#N/A #N/A
#N/A #N/A
#N/A #N/A
Description
V_(lb)=v_(plf)*Span*Span/2/(Span+Offset)
LATERAL
p Factor: X Direction: p=1; Y Direction: p=1
22 of 25
2102 N Wright St & #2 -
101117955-566/13/2024
Dong Engineering Inc.
ADDITION-ADU
2102 N.WRIGHT ST, SANTA ANA, CA 92705
Job #: 230520
Date : 04/09/2024
Plan : 1
BEAM : 1 - CLG @ MASTER BEDROOM
Loads(Downward+)
Beam Weight 10.1 plf from 0 ft to 10.25 ft
Roof Primary: (15+20)(7.8) = (DL=116.2PLF; LLr=155PLF) form 0 to 10.25
Roof Primary: (15+20)(0.7) = (DL=10PLF; LLr=13.3PLF) form 0 to 10.25
Reactions (D+Lr+L/Max. Load comb.)
Bearing Down Up
1 1562/1561 0
2 1562/1561 0
USE 6 x 8
Critcal Shear = 1561 LB @0' 1.5xV/(F'v x A)= 0.26
F'v = 212, A = 41.25
Critcal Moment = 3998 LB-FT @5' M/(F'b x S)= 0.55
F'b = 1688, S = 51.56
Critical Deflection for TL = -0.244 INCH @ 5 L/240 = 0.512"
Critical Deflection for LL = -0.135 INCH @ 5 L/360 = 0.342"
1 2
Moment
Shear
Deflection
10.25'
BEAM : 2 - DROP @ STUDIO ADU
Loads(Downward+)
Beam Weight 6.2 plf from 0 ft to 7.25 ft
Roof Primary: (15+20)(8) = (DL=120PLF; LLr=160PLF) form 0 to 7.25
Roof Primary: (15+20)(0.7) = (DL=10PLF; LLr=13.3PLF) form 0 to 7.25
Reactions (D+Lr+L/Max. Load comb.)
Bearing Down Up
1 1122/1122 0
2 1122/1122 0
USE 4 x 8
Critcal Shear = 1121 LB @0' 1.5xV/(F'v x A)= 0.29
F'v = 225, A = 25.38
Critcal Moment = 2030 LB-FT @3.75' M/(F'b x S)= 0.54
F'b = 1462, S = 30.66
Critical Deflection for TL = -0.108 INCH @ 3.5 L/240 = 0.362"
Critical Deflection for LL = -0.06 INCH @ 3.5 L/360 = 0.242"
1 2
Moment
Shear
Deflection
7.25'
23 of 25
2102 N Wright St & #2 -
101117955-566/13/2024
Dong Engineering Inc.
ADDITION-ADU
2102 N.WRIGHT ST, SANTA ANA, CA 92705
Job #: 230520
Date : 04/09/2024
Plan : 1
BEAM : C1 - C.J. 2X6 DFL#2 @ 16" O.C. TYP.
Loads(Downward+)
Ceiling Joist: (4+10)(1.3) = (DL=5.3PLF; LLr=13.4PLF) form 0 to 15.25
Reactions (D+Lr+L/Max. Load comb.)
Bearing Down Up
1 143/143 0
2 143/143 0
USE 2 x 6
Critcal Shear = 142 LB @0' 1.5xV/(F'v x A)= 0.11
F'v = 225, A = 8.25
Critcal Moment = 543 LB-FT @7.62' M/(F'b x S)= 0.51
F'b = 1682, S = 7.56
Critical Deflection for TL = -0.684 INCH @ 7.63 L/240 = 0.762"
Critical Deflection for LL = -0.488 INCH @ 7.63 L/360 = 0.508"
1 2
Moment
Shear
Deflection
15.25'
BEAM : R1 - R.R. 2X6 DFL#2 @ 16" O.C. TYP.
Loads(Downward+)
Roof Rafter: (11+20)(1.3) = (DL=14.7PLF; LLr=26.7PLF) form 0 to 12
Reactions (D+Lr+L/Max. Load comb.)
Bearing Down Up
1 248/248 0
2 248/248 0
USE 2 x 6
Critcal Shear = 248 LB @0' 1.5xV/(F'v x A)= 0.2
F'v = 225, A = 8.25
Critcal Moment = 744 LB-FT @6' M/(F'b x S)= 0.7
F'b = 1682, S = 7.56
Critical Deflection for TL = -0.58 INCH @ 6 L/240 = 0.6"
Critical Deflection for LL = -0.374 INCH @ 6 L/360 = 0.4"
1 2
Moment
Shear
Deflection
12'
24 of 25
2102 N Wright St & #2 -
101117955-566/13/2024
Dong Engineering Inc.
ADDITION-ADU
2102 N.WRIGHT ST, SANTA ANA, CA 92705
Job#: 230520
Date: 4/9/2024
PLAN: 1
CODE: CBC 2022
1500 psf
Trib Trib Wall Height
DL(psf)LL(psf)roof(ft)DL(psf)LL(psf)floor(ft)DL(psf)wall(ft)
15 20 7 15 8
Roof:(DL+LL)(Trib) =245 plf
Floor:(DL+LL)(Trib) =0 plf
Wall:DL (Height)=120 plf
365 plf
365 /(12"/12)=365 psf< 1500 psf
P(allowable)
P(allowable) = 4,500 #
18 in
FOUNDATION - 1-STORY
Allowable soil bearing value:
Roof Floor
use 12" wide cont. ftg w/ 2-#4 top & bott.
45𝑜
25 of 25
2102 N Wright St & #2 -
101117955-566/13/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:230520 Calculation Date/Time:2023-11-29T00:12:01-08:00 (Page 1 of 14)
Calculation Description:Title 24 Analysis Input File Name:1 STORY ADDITION GARAGE Z8.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-11-29 00:12:37
GENERAL INFORMATION
01 Project Name 230520
02 Run Title Title 24 Analysis
03 Project Location 2102 N.WRIGHT ST,
04 City SANTA ANA 05 Standards Version 2022
06 Zip code 92705 07 Software Version EnergyPro 9.2
08 Climate Zone 8 09 Front Orientation (deg/ Cardinal)90
10 Building Type Single family 11 Number of Dwelling Units 1
12 Project Scope Addition and/or Alteration 13 Number of Bedrooms 4
14 Addition Cond. Floor Area (ft2)474 15 Number of Stories 1
16 Existing Cond. Floor Area (ft2)1334 17 Fenestration Average U-factor 0.29
18 Total Cond. Floor Area (ft2)1808 19 Glazing Percentage (%)7.85%
20 ADU Bedroom Count n/a 21 ADU Conditioned Floor Area n/a
22 Fuel Type Natural gas 23 No Dwelling Unit:No
COMPLIANCE RESULTS
01 Building Complies with Computer Performance
02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider.
03 This building incorporates one or more Special Features shown below
423-P010214446A-000-000-0000000-0000 11/29/2023 00:26 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
2102 N Wright St & #2 -
101117955-566/13/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:230520 Calculation Date/Time:2023-11-29T00:12:01-08:00 (Page 2 of 14)
Calculation Description:Title 24 Analysis Input File Name:1 STORY ADDITION GARAGE Z8.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-11-29 00:12:37
ENERGY USE SUMMARY
Energy Use Standard Design Source
Energy (EDR1) (kBtu/ft2 -yr)
Standard Design TDV Energy
(EDR2) (kTDV/ft2 -yr)
Proposed Design Source
Energy (EDR1) (kBtu/ft2 -yr)
Proposed Design TDV Energy
(EDR2) (kTDV/ft2 -yr)
Compliance
Margin (EDR1)
Compliance
Margin (EDR2)
Space Heating 0 28.99 0 29.37 0 -0.38
Space Cooling 0 95.64 0 95.92 0 -0.28
IAQ Ventilation 0 0 0 0 0 0
Water Heating 0 30.7 0 30.04 0 0.66
Self
Utilization/Flexibility
Credit
Efficiency Compliance
Total 0 155.33 0 155.33 0 0
Photovoltaics 0 0
Battery 0
Flexibility
Indoor Lighting 0 7.26 0 7.26
Appl. & Cooking 0 17.27 0 17.27
Plug Loads 0 36.08 0 36.08
Outdoor Lighting 0 1.65 0 1.65
TOTAL COMPLIANCE 0 217.59 0 217.59
423-P010214446A-000-000-0000000-0000 11/29/2023 00:26 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
2102 N Wright St & #2 -
101117955-566/13/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:230520 Calculation Date/Time:2023-11-29T00:12:01-08:00 (Page 3 of 14)
Calculation Description:Title 24 Analysis Input File Name:1 STORY ADDITION GARAGE Z8.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-11-29 00:12:37
ENERGY USE INTENSITY
Standard Design (kBtu/ft2 - yr )Proposed Design (kBtu/ft2 - yr )Compliance Margin (kBtu/ft2 - yr )Margin Percentage
Gross EUI1 30.71 30.65 0.06 0.2
Net EUI2 30.71 30.65 0.06 0.2
Notes
1. Gross EUI is Energy Use Total (not including PV) / Total Building Area.
2. Net EUI is Energy Use Total (including PV) / Total Building Area.
REQUIRED SPECIAL FEATURES
The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis.
•Cool roof
•Insulation below roof deck
•Variable capacity heat pump compliance option (verification details from VCHP Staff report, Appendix B, and RA3)
•Northwest Energy Efficiency Alliance (NEEA) rated heat pump water heater; specific brand/model, or equivalent, must be installed
HERS FEATURE SUMMARY
The following is a summary of the features that must be field-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional
detail is provided in the building tables below. Registered CF2Rs and CF3Rs are required to be completed in the HERS Registry
•Verified Refrigerant Charge
•Airflow in habitable rooms (SC3.1.4.1.7)
•Refrigerant Charge verification required if a refrigerant containing component is altered
•Verified heat pump rated heating capacity
•Wall-mounted thermostat in zones greater than 150 ft2 (SC3.4.5)
•Ductless indoor units located entirely in conditioned space (SC3.1.4.1.8)
•Duct Sealing required if a duct system component, plenum, or air handling unit is altered
BUILDING - FEATURES INFORMATION
01 02 03 04 05 06 07
Project Name Conditioned Floor Area (ft2)Number of Dwelling
Units Number of Bedrooms Number of Zones Number of Ventilation
Cooling Systems
Number of Water
Heating Systems
230520 1808 1 4 3 0 2
423-P010214446A-000-000-0000000-0000 11/29/2023 00:26 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
2102 N Wright St & #2 -
101117955-566/13/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:230520 Calculation Date/Time:2023-11-29T00:12:01-08:00 (Page 4 of 14)
Calculation Description:Title 24 Analysis Input File Name:1 STORY ADDITION GARAGE Z8.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-11-29 00:12:37
ZONE INFORMATION
01 02 03 04 05 06 07
Zone Name Zone Type HVAC System Name Zone Floor Area (ft2)Avg. Ceiling Height Water Heating System 1 Status
(E) Living Conditioned HVAC1 1334 8 DHW Sys 1 Existing Unchanged
Studio ADU Conditioned HVAC (N)2 359 8 DHW Sys 3 New
Addition Conditioned HVAC (N)2 115 8 DHW Sys 3 New
OPAQUE SURFACES
01 02 03 04 05 06 07 08 09 10 11
Name Zone Construction Azimuth Orientation Gross Area (ft2)Window and
Door Area (ft2)Tilt (deg)Wall Exceptions Status Verified Existing
Condition
Front wall (E) Living R-0 Wall 90 Front 130 46 90 none Existing No
Left wall (E) Living R-0 Wall 180 Left 184 24 90 none Existing No
Rear wall (E) Living R-0 Wall 270 Back 312 84 90 none Existing No
Right wall (E) Living R-0 Wall 0 Right 238 12 90 none Existing No
Front wall 2 Studio ADU R-15 Wall 90 Front 103 15 90 none New n/a
Left wall 2 Studio ADU R-15 Wall 180 Left 249 49 90 none New n/a
Right wall 2 Studio ADU R-15 Wall 0 Right 139 0 90 none New n/a
Left wall 3 Addition R-15 Wall 180 Left 84 0 90 none New n/a
Rear wall 2 Addition R-15 Wall 270 Back 88 0 90 none New n/a
Right wall 3 Addition R-15 Wall 0 Right 84 34 90 none New n/a
Interior front
wall to ga
(E)
Living>>__Garag
e__
R-0 Wall1 n/a n/a 164 0 n/a Existing No
Interior left wall
to ADU
(E)
Living>>Studio
ADU
R-0 Wall1 n/a n/a 110 0 n/a Existing No
Interior front
wall to AD
(E)
Living>>Studio
ADU
R-0 Wall1 n/a n/a 84 0 n/a Existing No
423-P010214446A-000-000-0000000-0000 11/29/2023 00:26 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
2102 N Wright St & #2 -
101117955-566/13/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:230520 Calculation Date/Time:2023-11-29T00:12:01-08:00 (Page 5 of 14)
Calculation Description:Title 24 Analysis Input File Name:1 STORY ADDITION GARAGE Z8.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-11-29 00:12:37
OPAQUE SURFACES
01 02 03 04 05 06 07 08 09 10 11
Name Zone Construction Azimuth Orientation Gross Area (ft2)Window and
Door Area (ft2)Tilt (deg)Wall Exceptions Status Verified Existing
Condition
Interior rear
wall to Add
(E)
Living>>Addition R-0 Wall1 n/a n/a 88 0 n/a Altered No
Roof 2 (E) Living R-0 Roof Attic n/a n/a 1334 n/a n/a Existing No
Roof 3 Studio ADU R-30 + R-13 Roof
Attic n/a n/a 359 n/a n/a New n/a
Roof 4 Addition R-30 + R-13 Roof
Attic n/a n/a 115 n/a n/a New n/a
Front wall 3 __Garage__R-0 Wall 90 Front 167 100 90 none Existing No
Left wall 4 __Garage__R-0 Wall 180 Left 185 12 90 none Existing No
Right wall 4 __Garage__R-0 Wall 0 Right 170 20 90 none Existing No
OPAQUE SURFACES - CATHEDRAL CEILINGS
01 02 03 04 05 06 07 08 09 10 11 12 13 14
Name Zone Construction Azimuth Orientation Area
(ft2)
Skylight
Area (ft2)
Roof Rise (x
in 12)
Roof
Reflectance
Roof
Emittance
Cool
Roof Status
Verified
Existing
Condition
Existing
Construction
Roof __Garage__R-0 Roof No
Attic 0 Right 467 0 4 0.1 0.85 No Existing No
ATTIC
01 02 03 04 05 06 07 08 09 10
Name Construction Type Roof Rise
(x in 12)
Roof
Reflectance
Roof
Emittance
Radiant
Barrier Cool Roof Status Verified Existing
Condition
Attic (E) Living Attic Roof(E) Living Ventilated 4 0.1 0.85 No No Existing No
Attic Studio ADU Attic RoofStudio ADU Ventilated 4 0.21 0.92 No Yes New n/a
Attic Addition Attic RoofAddition Ventilated 4 0.21 0.92 No Yes New n/a
423-P010214446A-000-000-0000000-0000 11/29/2023 00:26 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
2102 N Wright St & #2 -
101117955-566/13/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:230520 Calculation Date/Time:2023-11-29T00:12:01-08:00 (Page 6 of 14)
Calculation Description:Title 24 Analysis Input File Name:1 STORY ADDITION GARAGE Z8.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-11-29 00:12:37
FENESTRATION / GLAZING
01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16
Name Type Surface Orientatio
n Azimuth Width
(ft)
Heigh
t (ft)Mult.Area
(ft2)U-factor U-factor
Source SHGC SHGC Source Exterior
Shading Status
Verified
Existing
Condition
WE 2 Window Front wall Front 90 1 12 0.35 NFRC 0.37 NFRC Bug Screen Existing No
WE 8 Window Left wall Left 180 1 6 0.35 NFRC 0.37 NFRC Bug Screen Existing No
WE 8 2 Window Left wall Left 180 1 6 0.35 NFRC 0.37 NFRC Bug Screen Existing No
WE 2 2 Window Left wall Left 180 1 12 0.35 NFRC 0.37 NFRC Bug Screen Existing No
WE 4 Window Rear wall Back 270 1 9 0.35 NFRC 0.37 NFRC Bug Screen Existing No
WE 3 Window Rear wall Back 270 1 24 0.35 NFRC 0.37 NFRC Bug Screen Existing No
WE 2 3 Window Right wall Right 0 1 12 0.35 NFRC 0.37 NFRC Bug Screen Existing No
WN 5 Window Front wall 2 Front 90 1 15 0.29 NFRC 0.21 NFRC Bug Screen New NA
WN 4 Window Left wall 2 Left 180 1 9 0.29 NFRC 0.21 NFRC Bug Screen New NA
WN 7 Window Left wall 2 Left 180 1 3 0.29 NFRC 0.21 NFRC Bug Screen New NA
DN 8 Window Right wall 3 Right 0 1 34 0.29 NFRC 0.21 NFRC Bug Screen New NA
WE 2 4 Window Left wall 4 Left 180 1 12 0.35 NFRC 0.37 NFRC Bug Screen Existing No
OPAQUE DOORS
01 02 03 04 05 06
Name Side of Building Area (ft2)U-factor Status Verified Existing Condition
DE 2 Front wall 34 0.5 Existing No
DE 3 Rear wall 17 0.5 Existing No
DE 5 Rear wall 34 0.5 Existing No
423-P010214446A-000-000-0000000-0000 11/29/2023 00:26 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
2102 N Wright St & #2 -
101117955-566/13/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:230520 Calculation Date/Time:2023-11-29T00:12:01-08:00 (Page 7 of 14)
Calculation Description:Title 24 Analysis Input File Name:1 STORY ADDITION GARAGE Z8.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-11-29 00:12:37
OPAQUE DOORS
01 02 03 04 05 06
Name Side of Building Area (ft2)U-factor Status Verified Existing Condition
DN 7 Left wall 2 20 0.5 New n/a
DN 9 Left wall 2 17 0.5 New n/a
DE 8063 Front wall 3 50 0.7 Existing No
DE 8063 2 Front wall 3 50 0.7 Existing No
DE 1 Right wall 4 20 0.5 Existing No
SLAB FLOORS
01 02 03 04 05 06 07 08 09 10
Name Zone Area (ft2)Perimeter (ft)
Edge Insul.
R-value and
Depth
Edge Insul.
R-value and
Depth
Carpeted Fraction Heated Status Verified Existing
Condition
Slab-on-Grade (E) Living 1334 177 none 0 80%No Existing No
Slab-on-Grade 2 Studio ADU 359 87 none 0 80%No New n/a
Slab-on-Grade 3 Addition 115 42 none 0 80%No New n/a
Slab-on-Grade 4 __Garage__467 89 none 0 0%No Existing No
OPAQUE SURFACE CONSTRUCTIONS
01 02 03 04 05 06 07 08
Construction Name Surface Type Construction Type Framing Total Cavity
R-value
Interior / Exterior
Continuous
R-value
U-factor Assembly Layers
R-0 Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-0 None / None 0.361
Inside Finish: Gypsum Board
Cavity / Frame: no insul. / 2x4
Exterior Finish: 3 Coat Stucco
423-P010214446A-000-000-0000000-0000 11/29/2023 00:26 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
2102 N Wright St & #2 -
101117955-566/13/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:230520 Calculation Date/Time:2023-11-29T00:12:01-08:00 (Page 8 of 14)
Calculation Description:Title 24 Analysis Input File Name:1 STORY ADDITION GARAGE Z8.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-11-29 00:12:37
OPAQUE SURFACE CONSTRUCTIONS
01 02 03 04 05 06 07 08
Construction Name Surface Type Construction Type Framing Total Cavity
R-value
Interior / Exterior
Continuous
R-value
U-factor Assembly Layers
R-15 Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-15 None / None 0.095
Inside Finish: Gypsum Board
Cavity / Frame: R-15 / 2x4
Exterior Finish: 3 Coat Stucco
R-0 Roof No Attic Cathedral Ceilings Wood Framed
Ceiling 2x4 @ 16 in. O. C.R-0 None / None 0.484
Roofing: Light Roof (Asphalt Shingle)
Roof Deck: Wood
Siding/sheathing/decking
Cavity / Frame: no insul. / 2x4
Inside Finish: Gypsum Board
R-0 Wall1 Interior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-0 None / None 0.277
Inside Finish: Gypsum Board
Cavity / Frame: no insul. / 2x4
Other Side Finish: Gypsum Board
Attic Roof(E) Living Attic Roofs Wood Framed
Ceiling 2x4 @ 24 in. O. C.R-0 None / 0 0.644
Roofing: Light Roof (Asphalt Shingle)
Roof Deck: Wood
Siding/sheathing/decking
Cavity / Frame: no insul. / 2x4
Attic RoofStudio ADU Attic Roofs Wood Framed
Ceiling 2x4 @ 24 in. O. C.R-13 None / 0 0.078
Roofing: Light Roof (Asphalt Shingle)
Roof Deck: Wood
Siding/sheathing/decking
Cavity / Frame: R-13.0 / 2x4
Around Roof Joists: R-0.0 insul.
Attic RoofAddition Attic Roofs Wood Framed
Ceiling 2x4 @ 24 in. O. C.R-13 None / 0 0.078
Roofing: Light Roof (Asphalt Shingle)
Roof Deck: Wood
Siding/sheathing/decking
Cavity / Frame: R-13.0 / 2x4
Around Roof Joists: R-0.0 insul.
R-0 Roof Attic Ceilings (below
attic)
Wood Framed
Ceiling 2x4 @ 24 in. O. C.R-0 None / None 0.481 Cavity / Frame: no insul. / 2x4
Inside Finish: Gypsum Board
423-P010214446A-000-000-0000000-0000 11/29/2023 00:26 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
2102 N Wright St & #2 -
101117955-566/13/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:230520 Calculation Date/Time:2023-11-29T00:12:01-08:00 (Page 9 of 14)
Calculation Description:Title 24 Analysis Input File Name:1 STORY ADDITION GARAGE Z8.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-11-29 00:12:37
OPAQUE SURFACE CONSTRUCTIONS
01 02 03 04 05 06 07 08
Construction Name Surface Type Construction Type Framing Total Cavity
R-value
Interior / Exterior
Continuous
R-value
U-factor Assembly Layers
R-30 + R-13 Roof Attic Ceilings (below
attic)
Wood Framed
Ceiling 2x4 @ 24 in. O. C.R-30 None / None 0.032
Over Ceiling Joists: R-20.9 insul.
Cavity / Frame: R-9.1 / 2x4
Inside Finish: Gypsum Board
BUILDING ENVELOPE - HERS VERIFICATION
01 02 03 04 05
Quality Insulation Installation (QII)High R-value Spray Foam Insulation Building Envelope Air Leakage CFM50 CFM50
Not Required Not Required N/A n/a n/a
WATER HEATING SYSTEMS
01 02 03 04 05 06 07 08 09 10 11 12
Name System Type Distribution
Type
Water Heater
Name
Number of
Units
Solar Heating
System
Compact
Distribution
HERS
Verification
Water Heater
Name (#)Status
Verified
Existing
Condition
Existing Water
Heating
System
DHW Sys 1 Domestic Hot
Water (DHW)Standard DHW Heater
1 1 n/a None n/a DHW Heater
1 (1)Existing No
DHW Sys 3 Domestic Hot
Water (DHW)Standard DHW Heater
3 1 n/a None n/a DHW Heater
3 (1)New NA
423-P010214446A-000-000-0000000-0000 11/29/2023 00:26 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
2102 N Wright St & #2 -
101117955-566/13/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:230520 Calculation Date/Time:2023-11-29T00:12:01-08:00 (Page 10 of 14)
Calculation Description:Title 24 Analysis Input File Name:1 STORY ADDITION GARAGE Z8.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-11-29 00:12:37
WATER HEATERS
01 02 03 04 05 06 07 08 09 10 11 12 13 14 15
Name
Heating
Element
Type
Tank Type # of
Units
Tank Vol.
(gal)
Heating
Efficiency
Type
Efficiency Rated
Input Type
Input
Rating or
Pilot
Tank
Insulation
R-value
(Int/Ext)
Standby
Loss or
Recovery
Eff
1st Hr.
Rating or
Flow Rate
Tank Location Status
Verified
Existing
Condition
DHW
Heater 1 Gas Small Storage 1 50 EF 0.6 Btu/Hr 75000 0 78 n/a Existing No
WATER HEATERS - NEEA HEAT PUMP
01 02 03 04 05 06 07 08
Name # of Units Tank Vol. (gal)NEEA Heat Pump
Brand
NEEA Heat Pump
Model Tank Location Duct Inlet Air Source Duct Outlet Air Source
DHW Heater 3 1 40 Rheem Rheem HPLD40-1RH TankZone __Garage____Garage__
WATER HEATING - HERS VERIFICATION
01 02 03 04 05 06 07
Name Pipe Insulation Parallel Piping Compact Distribution Compact Distribution
Type Recirculation Control Shower Drain Water Heat
Recovery
DHW Sys 1 - 1/1 Not Required Not Required Not Required None Not Required Not Required
DHW Sys 3 - 1/1 Not Required Not Required Not Required None Not Required Not Required
SPACE CONDITIONING SYSTEMS
01 02 03 04 05 06 07 08 09 10 11 12
Name System Type Heating Unit
Name
Heating
Equipment
Count
Cooling Unit
Name
Cooling
Equipment
Count
Fan Name Distribution
Name
Required
Thermostat
Type
Status
Verified
Existing
Condition
Existing HVAC
System
HVAC1
Heating and
cooling
system other
Heating
Component
1
1
Cooling
Component
1
1 HVAC Fan 1
Air
Distribution
System 1
n/a Existing No
423-P010214446A-000-000-0000000-0000 11/29/2023 00:26 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
2102 N Wright St & #2 -
101117955-566/13/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:230520 Calculation Date/Time:2023-11-29T00:12:01-08:00 (Page 11 of 14)
Calculation Description:Title 24 Analysis Input File Name:1 STORY ADDITION GARAGE Z8.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-11-29 00:12:37
SPACE CONDITIONING SYSTEMS
01 02 03 04 05 06 07 08 09 10 11 12
Name System Type Heating Unit
Name
Heating
Equipment
Count
Cooling Unit
Name
Cooling
Equipment
Count
Fan Name Distribution
Name
Required
Thermostat
Type
Status
Verified
Existing
Condition
Existing HVAC
System
HVAC (N)2
Heat pump
heating
cooling
Heat Pump
System 2 1 Heat Pump
System 2 1 n/a n/a Setback New No
HVAC - HEATING UNIT TYPES
01 02 03 04 05
Name System Type Number of Units Heating Efficiency Heating Unit Brand
Heating Component 1 Central gas furnace 1 AFUE - 78 n/a
HVAC - COOLING UNIT TYPES
01 02 03 04 05 06 07 08 09
Name System Type Number of Units Efficiency Metric Efficiency
EER/EER2/CEER
Efficiency
SEER/SEER2 Zonally Controlled Mulit-speed
Compressor HERS Verification
Cooling
Component 1 Central split AC 1 EER/SEER 11.5 12 Not Zonal Single Speed
Cooling
Component
1-hers-cool
HVAC - HEAT PUMPS
01 02 03 04 05 06 07 08 09 10 11 12 13
Name System Type Number of
Units
Heating Cooling
Zonally
Controlled
Compressor
Type HERS VerificationHeating
Efficiency
Type
HSPF/HS
PF2/COP Cap 47 Cap 17
Cooling
Efficiency
Type
SEER/SE
ER2
EER/EER
2/CEER
Heat Pump
System 2 VCHP-ductless 1 HSPF 8.5 17000 13500 EERSEER 14 12 Not Zonal Single
Speed
Heat Pump System
2-hers-htpump
423-P010214446A-000-000-0000000-0000 11/29/2023 00:26 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
2102 N Wright St & #2 -
101117955-566/13/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:230520 Calculation Date/Time:2023-11-29T00:12:01-08:00 (Page 12 of 14)
Calculation Description:Title 24 Analysis Input File Name:1 STORY ADDITION GARAGE Z8.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-11-29 00:12:37
HVAC HEAT PUMPS - HERS VERIFICATION
01 02 03 04 05 06 07 08 09
Name Verified Airflow Airflow Target Verified EER/EER2 Verified
SEER/SEER2
Verified Refrigerant
Charge
Verified
HSPF/HSPF2
Verified Heating
Cap 47
Verified Heating
Cap 17
Heat Pump System
2-hers-htpump Not Required 0 Not Required Not Required Yes No Yes Yes
VARIABLE CAPACITY HEAT PUMP COMPLIANCE OPTION - HERS VERIFICATION
01 02 03 04 05 06 07 08 09 10
Name
Certified
Low-Static
VCHP System
Airflow to
Habitable
Rooms
Ductless Units
in Conditioned
Space
Wall Mount
Thermostat
Air Filter Sizing
& Pressure
Drop Rating
Low Leakage
Ducts in
Conditioned
Space
Minimum
Airflow per
RA3.3 and
SC3.3.3.4.1
Certified
non-continuous
Fan
Indoor Fan not
Running
Continuously
Heat Pump System 2 Not required Required Required Required Not required Not required Not required Not required Not required
HVAC - DISTRIBUTION SYSTEMS
01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16
Name Type Design Type
Duct Ins.
R-value
Duct
Location Surface Area
Bypass Duct Duct Leakage HERS
Verification Status
Verified
Existing
Condition
Existing
Distribution
system
New Ducts
25 ftSuppl
y
Retur
n
Suppl
y
Retur
n
Suppl
y
Retur
n
Air
Distribution
System 1
Unconditio
ned attic
Non-
Verified R-6 R-6 Atti
c
Atti
c n/a n/a No Bypass
Duct
Existing
(not
specified)
Air
Distribution
System
1-hers-dist
Existing No No
HVAC - FAN SYSTEMS
01 02 03 04
Name Type Fan Power (Watts/CFM)Name
HVAC Fan 1 HVAC Fan 0.45 HVAC Fan 1-hers-fan
423-P010214446A-000-000-0000000-0000 11/29/2023 00:26 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
2102 N Wright St & #2 -
101117955-566/13/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:230520 Calculation Date/Time:2023-11-29T00:12:01-08:00 (Page 13 of 14)
Calculation Description:Title 24 Analysis Input File Name:1 STORY ADDITION GARAGE Z8.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-11-29 00:12:37
HVAC FAN SYSTEMS - HERS VERIFICATION
01 02 03
Name Verified Fan Watt Draw Required Fan Efficacy (Watts/CFM)
HVAC Fan 1-hers-fan Not Required 0
HERS RATER VERIFICATION OF EXISTING CONDITIONS
423-P010214446A-000-000-0000000-0000 11/29/2023 00:26 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
2102 N Wright St & #2 -
101117955-566/13/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01E
Project Name:230520 Calculation Date/Time:2023-11-29T00:12:01-08:00 (Page 14 of 14)
Calculation Description:Title 24 Analysis Input File Name:1 STORY ADDITION GARAGE Z8.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2023-11-29 00:12:37
DOCUMENTATION AUTHOR'S DECLARATION STATEMENT
1. I certify that this Certificate of Compliance documentation is accurate and complete.
Documentation Author Name:Documentation Author Signature:
Company:Signature Date:
Address:CEA/ HERS Certification Identification (If applicable):
City/State/Zip:Phone:
RESPONSIBLE PERSON'S DECLARATION STATEMENT
I certify the following under penalty of perjury, under the laws of the State of California:
1.I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance.
2.I certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations.
3.The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets,
calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application.
Responsible Designer Name:Responsible Designer Signature:
Company:Date Signed:
Address:License:
City/State/Zip:Phone:
Truong Dong
Dong Engineering 11/29/2023
10692 silver cir
garden grove, CA 92843 (714) 204-2874
Truong Dong
Dong Engineering 11/29/2023
10692 silver cir N/A
garden grove, CA 92843 (714) 204-2874
423-P010214446A-000-000-0000000-0000 11/29/2023 00:26 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
Digitally signed by California Home Energy Efficiency Rating Services (CHEERS). This digital signature is provided in order to secure the content of
this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information.
2102 N Wright St & #2 -
101117955-566/13/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:230520 Calculation Date/Time:2024-04-11T12:09:45-07:00 (Page 1 of 14)
Calculation Description:Title 24 Analysis Input File Name:1 STORY ADDITION GARAGE Z8.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-04-11 12:10:41
GENERAL INFORMATION
01 Project Name 230520
02 Run Title Title 24 Analysis
03 Project Location 2102 N.WRIGHT ST,
04 City SANTA ANA 05 Standards Version 2022
06 Zip code 92705 07 Software Version EnergyPro 9.2
08 Climate Zone 8 09 Front Orientation (deg/ Cardinal)90
10 Building Type Single family 11 Number of Dwelling Units 1
12 Project Scope Addition and/or Alteration 13 Number of Bedrooms 5
14 Addition Cond. Floor Area (ft2)476 15 Number of Stories 1
16 Existing Cond. Floor Area (ft2)1469 17 Fenestration Average U-factor 0.29
18 Total Cond. Floor Area (ft2)1945 19 Glazing Percentage (%)7.61%
20 ADU Bedroom Count n/a 21 ADU Conditioned Floor Area n/a
22 Fuel Type Natural gas 23 No Dwelling Unit:No
COMPLIANCE RESULTS
01 Building Complies with Computer Performance
02 This building incorporates features that require field testing and/or verification by a certified HERS rater under the supervision of a CEC-approved HERS provider.
03 This building incorporates one or more Special Features shown below
424-P010063131A-000-000-0000000-0000 04/11/2024 12:14 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
2102 N Wright St & #2 -
101117955-566/13/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:230520 Calculation Date/Time:2024-04-11T12:09:45-07:00 (Page 2 of 14)
Calculation Description:Title 24 Analysis Input File Name:1 STORY ADDITION GARAGE Z8.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-04-11 12:10:41
ENERGY USE SUMMARY
Energy Use Standard Design Source
Energy (EDR1) (kBtu/ft2 -yr)
Standard Design TDV Energy
(EDR2) (kTDV/ft2 -yr)
Proposed Design Source
Energy (EDR1) (kBtu/ft2 -yr)
Proposed Design TDV Energy
(EDR2) (kTDV/ft2 -yr)
Compliance
Margin (EDR1)
Compliance
Margin (EDR2)
Space Heating 0 26.91 0 27.22 0 -0.31
Space Cooling 0 96.5 0 96.63 0 -0.13
IAQ Ventilation 0 0 0 0 0 0
Water Heating 0 30.82 0 30.2 0 0.62
Self
Utilization/Flexibility
Credit
Efficiency Compliance
Total 0 154.23 0 154.05 0 0.18
Photovoltaics 0 0
Battery 0
Flexibility
Indoor Lighting 0 7.13 0 7.13
Appl. & Cooking 0 17.92 0 17.92
Plug Loads 0 38.42 0 38.42
Outdoor Lighting 0 1.64 0 1.64
TOTAL COMPLIANCE 0 219.34 0 219.16
424-P010063131A-000-000-0000000-0000 04/11/2024 12:14 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
2102 N Wright St & #2 -
101117955-566/13/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:230520 Calculation Date/Time:2024-04-11T12:09:45-07:00 (Page 3 of 14)
Calculation Description:Title 24 Analysis Input File Name:1 STORY ADDITION GARAGE Z8.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-04-11 12:10:41
ENERGY USE INTENSITY
Standard Design (kBtu/ft2 - yr )Proposed Design (kBtu/ft2 - yr )Compliance Margin (kBtu/ft2 - yr )Margin Percentage
Gross EUI1 30.78 30.7 0.08 0.26
Net EUI2 30.78 30.7 0.08 0.26
Notes
1. Gross EUI is Energy Use Total (not including PV) / Total Building Area.
2. Net EUI is Energy Use Total (including PV) / Total Building Area.
REQUIRED SPECIAL FEATURES
The following are features that must be installed as condition for meeting the modeled energy performance for this computer analysis.
•Cool roof
•Insulation below roof deck
•Variable capacity heat pump compliance option (verification details from VCHP Staff report, Appendix B, and RA3)
•Northwest Energy Efficiency Alliance (NEEA) rated heat pump water heater; specific brand/model, or equivalent, must be installed
HERS FEATURE SUMMARY
The following is a summary of the features that must be field-verified by a certified HERS Rater as a condition for meeting the modeled energy performance for this computer analysis. Additional
detail is provided in the building tables below. Registered CF2Rs and CF3Rs are required to be completed in the HERS Registry
•Verified Refrigerant Charge
•Airflow in habitable rooms (SC3.1.4.1.7)
•Refrigerant Charge verification required if a refrigerant containing component is altered
•Verified heat pump rated heating capacity
•Wall-mounted thermostat in zones greater than 150 ft2 (SC3.4.5)
•Ductless indoor units located entirely in conditioned space (SC3.1.4.1.8)
•Duct Sealing required if a duct system component, plenum, or air handling unit is altered
BUILDING - FEATURES INFORMATION
01 02 03 04 05 06 07
Project Name Conditioned Floor Area (ft2)Number of Dwelling
Units Number of Bedrooms Number of Zones Number of Ventilation
Cooling Systems
Number of Water
Heating Systems
230520 1945 1 5 3 0 2
424-P010063131A-000-000-0000000-0000 04/11/2024 12:14 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
2102 N Wright St & #2 -
101117955-566/13/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:230520 Calculation Date/Time:2024-04-11T12:09:45-07:00 (Page 4 of 14)
Calculation Description:Title 24 Analysis Input File Name:1 STORY ADDITION GARAGE Z8.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-04-11 12:10:41
ZONE INFORMATION
01 02 03 04 05 06 07
Zone Name Zone Type HVAC System Name Zone Floor Area (ft2)Avg. Ceiling Height Water Heating System 1 Status
(E) Living Conditioned HVAC1 1469 8 DHW Sys 1 Existing Unchanged
Studio ADU Conditioned HVAC (N)2 361 8 DHW Sys 3 New
Addition Conditioned HVAC (N)2 115 8 DHW Sys 3 New
OPAQUE SURFACES
01 02 03 04 05 06 07 08 09 10 11
Name Zone Construction Azimuth Orientation Gross Area (ft2)Window and
Door Area (ft2)Tilt (deg)Wall Exceptions Status Verified Existing
Condition
Front wall (E) Living R-0 Wall 90 Front 130 46 90 none Existing No
Left wall (E) Living R-0 Wall 180 Left 184 24 90 none Existing No
Rear wall (E) Living R-0 Wall 270 Back 312 84 90 none Existing No
Right wall (E) Living R-0 Wall 0 Right 238 12 90 none Existing No
Front wall 2 Studio ADU R-15 Wall 90 Front 103 15 90 none New n/a
Left wall 2 Studio ADU R-15 Wall 180 Left 249 55 90 none New n/a
Right wall 2 Studio ADU R-15 Wall 0 Right 139 0 90 none New n/a
Left wall 3 Addition R-15 Wall 180 Left 84 0 90 none New n/a
Rear wall 2 Addition R-15 Wall 270 Back 88 0 90 none New n/a
Right wall 3 Addition R-15 Wall 0 Right 84 34 90 none New n/a
Interior front
wall to ga
(E)
Living>>__Garag
e__
R-0 Wall1 n/a n/a 164 0 n/a Existing No
Interior left wall
to ADU
(E)
Living>>Studio
ADU
R-0 Wall1 n/a n/a 110 0 n/a Existing No
Interior front
wall to AD
(E)
Living>>Studio
ADU
R-0 Wall1 n/a n/a 84 0 n/a Existing No
424-P010063131A-000-000-0000000-0000 04/11/2024 12:14 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
2102 N Wright St & #2 -
101117955-566/13/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:230520 Calculation Date/Time:2024-04-11T12:09:45-07:00 (Page 5 of 14)
Calculation Description:Title 24 Analysis Input File Name:1 STORY ADDITION GARAGE Z8.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-04-11 12:10:41
OPAQUE SURFACES
01 02 03 04 05 06 07 08 09 10 11
Name Zone Construction Azimuth Orientation Gross Area (ft2)Window and
Door Area (ft2)Tilt (deg)Wall Exceptions Status Verified Existing
Condition
Interior rear
wall to Add
(E)
Living>>Addition R-0 Wall1 n/a n/a 88 0 n/a Altered No
Roof 2 (E) Living R-0 Roof Attic n/a n/a 1469 n/a n/a Existing No
Roof 3 Studio ADU R-30 + R-13 Roof
Attic n/a n/a 361 n/a n/a New n/a
Roof 4 Addition R-30 + R-13 Roof
Attic n/a n/a 115 n/a n/a New n/a
Front wall 3 __Garage__R-0 Wall 90 Front 167 100 90 none Existing No
Left wall 4 __Garage__R-0 Wall 180 Left 185 12 90 none Existing No
Right wall 4 __Garage__R-0 Wall 0 Right 170 20 90 none Existing No
OPAQUE SURFACES - CATHEDRAL CEILINGS
01 02 03 04 05 06 07 08 09 10 11 12 13 14
Name Zone Construction Azimuth Orientation Area
(ft2)
Skylight
Area (ft2)
Roof Rise (x
in 12)
Roof
Reflectance
Roof
Emittance
Cool
Roof Status
Verified
Existing
Condition
Existing
Construction
Roof __Garage__R-0 Roof No
Attic 0 Right 467 0 4 0.1 0.85 No Existing No
ATTIC
01 02 03 04 05 06 07 08 09 10
Name Construction Type Roof Rise
(x in 12)
Roof
Reflectance
Roof
Emittance
Radiant
Barrier Cool Roof Status Verified Existing
Condition
Attic (E) Living Attic Roof(E) Living Ventilated 4 0.1 0.85 No No Existing No
Attic Studio ADU Attic RoofStudio ADU Ventilated 4 0.21 0.92 No Yes New n/a
Attic Addition Attic RoofAddition Ventilated 4 0.21 0.92 No Yes New n/a
424-P010063131A-000-000-0000000-0000 04/11/2024 12:14 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
2102 N Wright St & #2 -
101117955-566/13/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:230520 Calculation Date/Time:2024-04-11T12:09:45-07:00 (Page 6 of 14)
Calculation Description:Title 24 Analysis Input File Name:1 STORY ADDITION GARAGE Z8.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-04-11 12:10:41
FENESTRATION / GLAZING
01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16
Name Type Surface Orientatio
n Azimuth Width
(ft)
Heigh
t (ft)Mult.Area
(ft2)U-factor U-factor
Source SHGC SHGC Source Exterior
Shading Status
Verified
Existing
Condition
WE 2 Window Front wall Front 90 1 12 0.35 NFRC 0.37 NFRC Bug Screen Existing No
WE 8 Window Left wall Left 180 1 6 0.35 NFRC 0.37 NFRC Bug Screen Existing No
WE 8 2 Window Left wall Left 180 1 6 0.35 NFRC 0.37 NFRC Bug Screen Existing No
WE 2 2 Window Left wall Left 180 1 12 0.35 NFRC 0.37 NFRC Bug Screen Existing No
WE 4 Window Rear wall Back 270 1 9 0.35 NFRC 0.37 NFRC Bug Screen Existing No
WE 3 Window Rear wall Back 270 1 24 0.35 NFRC 0.37 NFRC Bug Screen Existing No
WE 2 3 Window Right wall Right 0 1 12 0.35 NFRC 0.37 NFRC Bug Screen Existing No
WN 5 Window Front wall 2 Front 90 1 15 0.29 NFRC 0.21 NFRC Bug Screen New NA
WN 4 Window Left wall 2 Left 180 1 9 0.29 NFRC 0.21 NFRC Bug Screen New NA
WN 7 Window Left wall 2 Left 180 1 3 0.29 NFRC 0.21 NFRC Bug Screen New NA
WN 2 Window Left wall 2 Left 180 1 6 0.29 NFRC 0.21 NFRC Bug Screen New NA
DN 8 Window Right wall 3 Right 0 1 34 0.29 NFRC 0.21 NFRC Bug Screen New NA
WE 2 4 Window Left wall 4 Left 180 1 12 0.35 NFRC 0.37 NFRC Bug Screen Existing No
OPAQUE DOORS
01 02 03 04 05 06
Name Side of Building Area (ft2)U-factor Status Verified Existing Condition
DE 2 Front wall 34 0.5 Existing No
DE 3 Rear wall 17 0.5 Existing No
424-P010063131A-000-000-0000000-0000 04/11/2024 12:14 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
2102 N Wright St & #2 -
101117955-566/13/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:230520 Calculation Date/Time:2024-04-11T12:09:45-07:00 (Page 7 of 14)
Calculation Description:Title 24 Analysis Input File Name:1 STORY ADDITION GARAGE Z8.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-04-11 12:10:41
OPAQUE DOORS
01 02 03 04 05 06
Name Side of Building Area (ft2)U-factor Status Verified Existing Condition
DE 5 Rear wall 34 0.5 Existing No
DN 7 Left wall 2 20 0.5 New n/a
DN 9 Left wall 2 17 0.5 New n/a
DE 8063 Front wall 3 50 0.7 Existing No
DE 8063 2 Front wall 3 50 0.7 Existing No
DE 1 Right wall 4 20 0.5 Existing No
SLAB FLOORS
01 02 03 04 05 06 07 08 09 10
Name Zone Area (ft2)Perimeter (ft)
Edge Insul.
R-value and
Depth
Edge Insul.
R-value and
Depth
Carpeted Fraction Heated Status Verified Existing
Condition
Slab-on-Grade (E) Living 1469 177 none 0 80%No Existing No
Slab-on-Grade 2 Studio ADU 361 87 none 0 80%No New n/a
Slab-on-Grade 3 Addition 115 42 none 0 80%No New n/a
Slab-on-Grade 4 __Garage__467 89 none 0 0%No Existing No
OPAQUE SURFACE CONSTRUCTIONS
01 02 03 04 05 06 07 08
Construction Name Surface Type Construction Type Framing Total Cavity
R-value
Interior / Exterior
Continuous
R-value
U-factor Assembly Layers
R-0 Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-0 None / None 0.361
Inside Finish: Gypsum Board
Cavity / Frame: no insul. / 2x4
Exterior Finish: 3 Coat Stucco
424-P010063131A-000-000-0000000-0000 04/11/2024 12:14 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
2102 N Wright St & #2 -
101117955-566/13/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:230520 Calculation Date/Time:2024-04-11T12:09:45-07:00 (Page 8 of 14)
Calculation Description:Title 24 Analysis Input File Name:1 STORY ADDITION GARAGE Z8.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-04-11 12:10:41
OPAQUE SURFACE CONSTRUCTIONS
01 02 03 04 05 06 07 08
Construction Name Surface Type Construction Type Framing Total Cavity
R-value
Interior / Exterior
Continuous
R-value
U-factor Assembly Layers
R-15 Wall Exterior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-15 None / None 0.095
Inside Finish: Gypsum Board
Cavity / Frame: R-15 / 2x4
Exterior Finish: 3 Coat Stucco
R-0 Roof No Attic Cathedral Ceilings Wood Framed
Ceiling 2x4 @ 16 in. O. C.R-0 None / None 0.484
Roofing: Light Roof (Asphalt Shingle)
Roof Deck: Wood
Siding/sheathing/decking
Cavity / Frame: no insul. / 2x4
Inside Finish: Gypsum Board
R-0 Wall1 Interior Walls Wood Framed Wall 2x4 @ 16 in. O. C.R-0 None / None 0.277
Inside Finish: Gypsum Board
Cavity / Frame: no insul. / 2x4
Other Side Finish: Gypsum Board
Attic Roof(E) Living Attic Roofs Wood Framed
Ceiling 2x4 @ 24 in. O. C.R-0 None / 0 0.644
Roofing: Light Roof (Asphalt Shingle)
Roof Deck: Wood
Siding/sheathing/decking
Cavity / Frame: no insul. / 2x4
Attic RoofStudio ADU Attic Roofs Wood Framed
Ceiling 2x4 @ 24 in. O. C.R-13 None / 0 0.078
Roofing: Light Roof (Asphalt Shingle)
Roof Deck: Wood
Siding/sheathing/decking
Cavity / Frame: R-13.0 / 2x4
Around Roof Joists: R-0.0 insul.
Attic RoofAddition Attic Roofs Wood Framed
Ceiling 2x4 @ 24 in. O. C.R-13 None / 0 0.078
Roofing: Light Roof (Asphalt Shingle)
Roof Deck: Wood
Siding/sheathing/decking
Cavity / Frame: R-13.0 / 2x4
Around Roof Joists: R-0.0 insul.
R-0 Roof Attic Ceilings (below
attic)
Wood Framed
Ceiling 2x4 @ 24 in. O. C.R-0 None / None 0.481 Cavity / Frame: no insul. / 2x4
Inside Finish: Gypsum Board
424-P010063131A-000-000-0000000-0000 04/11/2024 12:14 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
2102 N Wright St & #2 -
101117955-566/13/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:230520 Calculation Date/Time:2024-04-11T12:09:45-07:00 (Page 9 of 14)
Calculation Description:Title 24 Analysis Input File Name:1 STORY ADDITION GARAGE Z8.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-04-11 12:10:41
OPAQUE SURFACE CONSTRUCTIONS
01 02 03 04 05 06 07 08
Construction Name Surface Type Construction Type Framing Total Cavity
R-value
Interior / Exterior
Continuous
R-value
U-factor Assembly Layers
R-30 + R-13 Roof Attic Ceilings (below
attic)
Wood Framed
Ceiling 2x4 @ 24 in. O. C.R-30 None / None 0.032
Over Ceiling Joists: R-20.9 insul.
Cavity / Frame: R-9.1 / 2x4
Inside Finish: Gypsum Board
BUILDING ENVELOPE - HERS VERIFICATION
01 02 03 04 05
Quality Insulation Installation (QII)High R-value Spray Foam Insulation Building Envelope Air Leakage CFM50 CFM50
Not Required Not Required N/A n/a n/a
WATER HEATING SYSTEMS
01 02 03 04 05 06 07 08 09 10 11 12
Name System Type Distribution
Type
Water Heater
Name
Number of
Units
Solar Heating
System
Compact
Distribution
HERS
Verification
Water Heater
Name (#)Status
Verified
Existing
Condition
Existing Water
Heating
System
DHW Sys 1 Domestic Hot
Water (DHW)Standard DHW Heater
1 1 n/a None n/a DHW Heater
1 (1)Existing No
DHW Sys 3 Domestic Hot
Water (DHW)Standard DHW Heater
3 1 n/a None n/a DHW Heater
3 (1)New NA
424-P010063131A-000-000-0000000-0000 04/11/2024 12:14 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
2102 N Wright St & #2 -
101117955-566/13/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:230520 Calculation Date/Time:2024-04-11T12:09:45-07:00 (Page 10 of 14)
Calculation Description:Title 24 Analysis Input File Name:1 STORY ADDITION GARAGE Z8.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-04-11 12:10:41
WATER HEATERS
01 02 03 04 05 06 07 08 09 10 11 12 13 14 15
Name
Heating
Element
Type
Tank Type # of
Units
Tank Vol.
(gal)
Heating
Efficiency
Type
Efficiency Rated
Input Type
Input
Rating or
Pilot
Tank
Insulation
R-value
(Int/Ext)
Standby
Loss or
Recovery
Eff
1st Hr.
Rating or
Flow Rate
Tank Location Status
Verified
Existing
Condition
DHW
Heater 1 Gas Small Storage 1 50 EF 0.6 Btu/Hr 75000 0 78 n/a Existing No
WATER HEATERS - NEEA HEAT PUMP
01 02 03 04 05 06 07 08
Name # of Units Tank Vol. (gal)NEEA Heat Pump
Brand
NEEA Heat Pump
Model Tank Location Duct Inlet Air Source Duct Outlet Air Source
DHW Heater 3 1 40 Rheem Rheem HPLD40-1RH TankZone __Garage____Garage__
WATER HEATING - HERS VERIFICATION
01 02 03 04 05 06 07
Name Pipe Insulation Parallel Piping Compact Distribution Compact Distribution
Type Recirculation Control Shower Drain Water Heat
Recovery
DHW Sys 1 - 1/1 Not Required Not Required Not Required None Not Required Not Required
DHW Sys 3 - 1/1 Not Required Not Required Not Required None Not Required Not Required
SPACE CONDITIONING SYSTEMS
01 02 03 04 05 06 07 08 09 10 11 12
Name System Type Heating Unit
Name
Heating
Equipment
Count
Cooling Unit
Name
Cooling
Equipment
Count
Fan Name Distribution
Name
Required
Thermostat
Type
Status
Verified
Existing
Condition
Existing HVAC
System
HVAC1
Heating and
cooling
system other
Heating
Component
1
1
Cooling
Component
1
1 HVAC Fan 1
Air
Distribution
System 1
n/a Existing No
424-P010063131A-000-000-0000000-0000 04/11/2024 12:14 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
2102 N Wright St & #2 -
101117955-566/13/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:230520 Calculation Date/Time:2024-04-11T12:09:45-07:00 (Page 11 of 14)
Calculation Description:Title 24 Analysis Input File Name:1 STORY ADDITION GARAGE Z8.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-04-11 12:10:41
SPACE CONDITIONING SYSTEMS
01 02 03 04 05 06 07 08 09 10 11 12
Name System Type Heating Unit
Name
Heating
Equipment
Count
Cooling Unit
Name
Cooling
Equipment
Count
Fan Name Distribution
Name
Required
Thermostat
Type
Status
Verified
Existing
Condition
Existing HVAC
System
HVAC (N)2
Heat pump
heating
cooling
Heat Pump
System 2 1 Heat Pump
System 2 1 n/a n/a Setback New No
HVAC - HEATING UNIT TYPES
01 02 03 04 05
Name System Type Number of Units Heating Efficiency Heating Unit Brand
Heating Component 1 Central gas furnace 1 AFUE - 78 n/a
HVAC - COOLING UNIT TYPES
01 02 03 04 05 06 07 08 09
Name System Type Number of Units Efficiency Metric Efficiency
EER/EER2/CEER
Efficiency
SEER/SEER2 Zonally Controlled Mulit-speed
Compressor HERS Verification
Cooling
Component 1 Central split AC 1 EER/SEER 11.5 12 Not Zonal Single Speed
Cooling
Component
1-hers-cool
HVAC - HEAT PUMPS
01 02 03 04 05 06 07 08 09 10 11 12 13
Name System Type Number of
Units
Heating Cooling
Zonally
Controlled
Compressor
Type HERS VerificationHeating
Efficiency
Type
HSPF/HS
PF2/COP Cap 47 Cap 17
Cooling
Efficiency
Type
SEER/SE
ER2
EER/EER
2/CEER
Heat Pump
System 2 VCHP-ductless 1 HSPF 8.5 17000 13500 EERSEER 14 12 Not Zonal Single
Speed
Heat Pump System
2-hers-htpump
424-P010063131A-000-000-0000000-0000 04/11/2024 12:14 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
2102 N Wright St & #2 -
101117955-566/13/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:230520 Calculation Date/Time:2024-04-11T12:09:45-07:00 (Page 12 of 14)
Calculation Description:Title 24 Analysis Input File Name:1 STORY ADDITION GARAGE Z8.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-04-11 12:10:41
HVAC HEAT PUMPS - HERS VERIFICATION
01 02 03 04 05 06 07 08 09
Name Verified Airflow Airflow Target Verified EER/EER2 Verified
SEER/SEER2
Verified Refrigerant
Charge
Verified
HSPF/HSPF2
Verified Heating
Cap 47
Verified Heating
Cap 17
Heat Pump System
2-hers-htpump Not Required 0 Not Required Not Required Yes No Yes Yes
VARIABLE CAPACITY HEAT PUMP COMPLIANCE OPTION - HERS VERIFICATION
01 02 03 04 05 06 07 08 09 10
Name
Certified
Low-Static
VCHP System
Airflow to
Habitable
Rooms
Ductless Units
in Conditioned
Space
Wall Mount
Thermostat
Air Filter Sizing
& Pressure
Drop Rating
Low Leakage
Ducts in
Conditioned
Space
Minimum
Airflow per
RA3.3 and
SC3.3.3.4.1
Certified
non-continuous
Fan
Indoor Fan not
Running
Continuously
Heat Pump System 2 Not required Required Required Required Not required Not required Not required Not required Not required
HVAC - DISTRIBUTION SYSTEMS
01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16
Name Type Design Type
Duct Ins.
R-value
Duct
Location Surface Area
Bypass Duct Duct Leakage HERS
Verification Status
Verified
Existing
Condition
Existing
Distribution
system
New Ducts
>= 25 ftSuppl
y
Retur
n
Suppl
y
Retur
n
Suppl
y
Retur
n
Air
Distribution
System 1
Unconditio
ned attic
Non-
Verified R-6 R-6 Atti
c
Atti
c n/a n/a No Bypass
Duct
Existing
(not
specified)
Air
Distribution
System
1-hers-dist
Existing No No
HVAC - FAN SYSTEMS
01 02 03 04
Name Type Fan Power (Watts/CFM)Name
HVAC Fan 1 HVAC Fan 0.45 HVAC Fan 1-hers-fan
424-P010063131A-000-000-0000000-0000 04/11/2024 12:14 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
2102 N Wright St & #2 -
101117955-566/13/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:230520 Calculation Date/Time:2024-04-11T12:09:45-07:00 (Page 13 of 14)
Calculation Description:Title 24 Analysis Input File Name:1 STORY ADDITION GARAGE Z8.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-04-11 12:10:41
HVAC FAN SYSTEMS - HERS VERIFICATION
01 02 03
Name Verified Fan Watt Draw Required Fan Efficacy (Watts/CFM)
HVAC Fan 1-hers-fan Not Required 0
HERS RATER VERIFICATION OF EXISTING CONDITIONS
424-P010063131A-000-000-0000000-0000 04/11/2024 12:14 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
2102 N Wright St & #2 -
101117955-566/13/2024
CERTIFICATE OF COMPLIANCE - RESIDENTIAL PERFORMANCE COMPLIANCE METHOD CF1R-PRF-01-E
Project Name:230520 Calculation Date/Time:2024-04-11T12:09:45-07:00 (Page 14 of 14)
Calculation Description:Title 24 Analysis Input File Name:1 STORY ADDITION GARAGE Z8.ribd22x
Registration Number:Registration Date/Time: HERS Provider:
CA Building Energy Efficiency Standards - 2022 Residential Compliance Report Version: 2022.0.000
Schema Version: rev 20220901
Report Generated: 2024-04-11 12:10:41
DOCUMENTATION AUTHOR'S DECLARATION STATEMENT
1. I certify that this Certificate of Compliance documentation is accurate and complete.
Documentation Author Name:Documentation Author Signature:
Company:Signature Date:
Address:CEA/ HERS Certification Identification (If applicable):
City/State/Zip:Phone:
RESPONSIBLE PERSON'S DECLARATION STATEMENT
I certify the following under penalty of perjury, under the laws of the State of California:
1.I am eligible under Division 3 of the Business and Professions Code to accept responsibility for the building design identified on this Certificate of Compliance.
2.I certify that the energy features and performance specifications identified on this Certificate of Compliance conform to the requirements of Title 24, Part 1 and Part 6 of the California Code of Regulations.
3.The building design features or system design features identified on this Certificate of Compliance are consistent with the information provided on other applicable compliance documents, worksheets,
calculations, plans and specifications submitted to the enforcement agency for approval with this building permit application.
Responsible Designer Name:Responsible Designer Signature:
Company:Date Signed:
Address:License:
City/State/Zip:Phone:
Truong Dong
Dong Engineering 04/11/2024
10692 silver cir
garden grove, CA 92843 (714) 204-2874
Truong Dong
Dong Engineering 04/11/2024
10692 silver cir N/A
garden grove, CA 92843 (714) 204-2874
424-P010063131A-000-000-0000000-0000 04/11/2024 12:14 CHEERS
NOTICE: This document has been generated by California Home Energy Efficiency Rating Services (CHEERS) using information uploaded by third parties not affiliated with or related to CHEERS. Therefore, CHEERS is not responsible for,
and cannot guarantee, the accuracy or completeness of the information contained in this document.
Digitally signed by California Home Energy Efficiency Rating Services (CHEERS). This digital signature is provided in order to secure the content of
this registered document, and in no way implies Registration Provider responsibility for the accuracy of the information.
2102 N Wright St & #2 -
101117955-566/13/2024
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
2102 N Wright St & #2 -
101117955-566/13/2024