HomeMy WebLinkAbout306 California St # 1-8 - 2024 -ARCHITECTURAL
A-0.0 GENERAL NOTES/ PROJECT DATA
A-0.1 CALGREEN REQ.
A-0.2 CALGREEN REQ.
A-0.3 CONDITIONS OF APPROVAL
A-0.4 CONDITIONS OF APPROVAL
A-0.5 CONDITIONS OF APPROVAL
A-1.0 SITE PLAN
A-2.0 CONSTRUCTION FLOOR PLAN
A-3.0 REFLECTED CEILING PLAN
A-4.0 ELEVATION
A-5.0 SECTION
A-6.0 ROOF PLAN
A-7.0 ARCHITECTURAL DETAILS
A-7.1 ARCHITECTURAL DETAILS
A-8.0 MATERIAL BOARD
A-9.0 AXONOMETRIC VIEW
STRUCTURAL
S0 STRUCTURAL SPECIFICATIONS
S1 FOUNDATION PLAN
S2 SECOND FLOOR FRAMING PLAN
S3 THIRD FLOOR FRAMING PLAN
S4 ROOF FRAMING PLAN
SD1 STRUCTURAL DETAILS
SD2 STRUCTURAL DETAILS
SD3 STRUCTURAL DETAILS
SD4 STRUCTURAL DETAILS
SD5 STRUCTURAL DETAILS
ENERGY
1of3 CF-1R & MF-1R, MANDATORY MEASURES
2of3 CF-1R & MF-1R, MANDATORY MEASURES
3of3 CF-1R & MF-1R, MANDATORY MEASURES
CIVIL
C-1 COVER SHEET
C-2 GRADING AND DRAINAGE PLAN
C-3 DETAILS
C-4 EROSION CONTROL AND DEMOLITION PLAN
LANDSCAPE
L-1 PLANTING PLAN
L-2 IRRIGATION PLAN
L-3 LANDSCAPE DETAILS
L-4 LANDSCAPE DETAILS
SHEET NO.
440 E. HUNTINGTON DR., # 323,
ARCADIA, CA 91006
909.569.3737
MAIL@ERIC-DESIGN.COM
ERIC CHI WANG TSANG, AIA
10 - 31 - 202310 - 31 - 2023
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GENERAL NOTES/ PROJECT
DATA
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F.
THE ISSUANCE OF PERMIT SHALL NOT PREVENT THE BUILDING OFFICIAL FROM REQUIRING THE CORRECTION OF ERRORS ON THESE PLANS OR FROM PREVENTING ANY CIOLATION OF
THE CODES ADOPTED BY THE CITY, RELEVANT LAWS, ORDINANCES, RULES AND/OR REGULATIONS
THE PROJECT SITE SHALL BE KEPT CONTINUOUSLY FENCED IN ACCORDANCE UNTIL THE PROJECT IS FINALIZED OR APPROVAL TO REMOVE THE FENCE HAS BEEN OBTAINED FROM
THE CITY BUILDING DIVISION. 24 HOUR SECURITY SHALL BE PROVIDED AT TIME THE FENCE CANNOT BE MAINTAINED INTACT.
BUILDING SHALL BE EQUIPPED WITH A FIRE SPRINKLER SYSTEM IN ACCORDANCE WITH CRC R 313.3 OR NFPA 13D
AT TIME OF PERMIT ISSURANCE, CONTRACTOR SHALL SHOW THEIR VALID WORKER'S COMPENSATION INSURANCE CERIFICATE.
ALL WORK SHALL CONFORM TO ALL REQUIREMENTS OF STATE OF CALIFORNIA TITLE 24 REGARLESS OF THE INFORMATION INDICATED ON THESE PLANS. IT IS THE RESPONSIBILITY
OF THE INDIVIDUAL SUPERVISING THE CONSTRUCTION TO ENSURE THAT THE WORK IS DONE IN ACCORDANCE WITH CODE REQUIREMENTS PRIOR THE REQUESTING INSPECTION.
SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD) SHALL BE NOTIFIED IN ACCORDANCE WITH CALIFORNIA STATE LAW PRIOR TO START OF ANY DEMOLITION,
ADDITION, AND/OR REMODEL WORK. THE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT OFFICE IS LOCATED AT 21865 COPLEY DRIVE IN DIAMOND BAR, PHONE NUMBER
(909) 396-2000. BE ADVISED, SCAQMD MAY REQUIRE A 10 DAY WAIT PERIOD PRIOR TO START OF WORK.
SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC. THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED TO INHIBIT
SEDIMENTS FROM BEING DEPOSITED INTO THE PUBLIC WAYS. ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP IMMEDIATELY AND MAY NOT BE WASHED DOWN BY RAIN OR BY ANY
OTHER MEANS.
STOCKPILES OF EARTH AND OTHER CONSTRUCTION-RELATED MATERIALS MUST BE PROTECTED FROM BEING TRANSPORTED FROM THE SITE BY WIND OR WATER.
TRASH AND CONSTRUCTION-RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND.
FUELS, OILS, SOLVENTS AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOIL NOR THE SURFACE
WATERS.
ALL APPROVED STORAGE CONTAINERS ARE TO BE PROTECTED FROM THE WEATHER. SPILLS MUST BE CLEANED UP IMMEDIATELY AND DISPOSED OF IN A PROPER MANNER. SPILLS
MAY NOT BE WASHED INTO THE DRAINAGE SYSTEM.
THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THE DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING DEPARTMENT [CBC
107.3.4.2), SEPARATE PERMIT WILL BE REQUIRED FOR:
INSTALLATION OF NEW BLOCK WALL, NEW SWIMMING POOL, NEW SPA, OUTDOOR BBQ, FIREPLACE, AC UNIT DESIGN/LOCATION, ETC.
SEPARATE PERMIT SHALL FIRST BE OBTAINED FROM THE CITY PUBLIC WORKS DEPARTMENT PRIOR TO PLACEMENT OF ANY CONSTRUCTION MATERIALS OR EQUIPMENT IN THE
PUBLIC WAY.
DO NOT SCALE THE DRAWINGS
GENERAL CONTRACTOR TO VERIFY FIELD CONDITION PRIOR TO COMMENCEMENT OF EACH PORTION OF WORK.
THE CONTRACT DOCUMENTS ARE COMPLEMENTARY: WHAT IS REQUIRED BY ONE IS AS BINDING AS IF REQUIRED BY ALL. THE CONTRACTOR SHALL COORDINATE ALL PORTIONS OF
THE WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS. NOTIFY THE COR FOR RESOLUTION OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION
VERIFY ALL ROUGH-IN DIMENSIONS FOR EQUIPMENT PROVIDED IN THIS CONTRACT, OR BY OTHERS.
REFER TO TRUCTURAL, MECHANICAL, ELECTRICAL AND OTHER CATEGORIES OR DRAWINGS FOR ADDITIONAL NOTE.
ALL PENETRATIONS AND OPENINGS SHALL MEET WALL ASSEMBLY FIRE RATINGS.
EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER DRAINAGE SYSTEM. PROVISIONS SHLLA BE MADE TO RETAIN CONCRETE WASTES ON
SITE UNTIL THEY CAN BE DISPOSED OF AS SOLID WASTE
THE DUTIES OF THE SOILS ENGINEER OF RECORD, AS INDICATED ON THE FIRST SHEETS OF THE APPROVED PLANS, SHALL INCLUDED THE FOLLOWING:
OBSERVATION OF CLEARED AREAS AND BENCHES PREPARED TO RECEIVE FILL;
OBSERVATION OF THE REMOVAL OF ALL UNSUITABLE SOILS AND OTHER MATERIALS;
THE APPROVAL OF SOILS TO BE USED AS FILL MATERIAL;
THE INSPECTION OF PLACEMENT AND COMPACTION OF FILL MATERIALS;
THE TESTING OF COMPLETED FILLS;
AND THE INSPECTION OR REVIEW OF DRAINAGE DEVICES.
GENERAL NOTES
SHEET INDEX
OWNER:
ARCHITECT:
STRUCTURAL ENGINEER:
ENERGY CALCULATION CONSULTANT:
ERIC TSANG
440 E. HUNTINGTON DR., SUITE 323, ARCADIA, CA 91006
TEL: 909.569.3737
EMAIL: MAIL@ERIC-DESIGN.COM
PERFECT DESIGN & ENGINEERING INC.
2416 W. VALLEY BLVD., ALHAMBRA, CA 91803
TEL: 626.289.8808
EMAIL: PERFECTAAA@AOL.COM
LANDSCAPE ARCHITECT
TWO TREES DESIGNS, INC.
1832 SAN DIEGO ST. WEST COVINA CA 91790
TEL: 626.278.2766
EMAIL: 2TREESDESIGN@GMAIL.COM
CIVIL/ GEOTECHNICAL ENGINEER & SURVEYOR:
CALLAND ENGINEERING, INC.
576 E. LAMBERT RD., BREA, CA 92821
TEL: 714.671.1050
EMAIL: LEE@CALLANDENG.COM
JKL ENGINEERING
1529 W. LONGHILL DRIVE, MONTEREY PARK, CA 91754
TEL: 626-524-2210
EMAIL: JKLSTRUCTURAL@GMAIL.COM
306 CALIFORNIA ST LLC
306 CALIFORNIA ST., ARCADIA, CA 91006
TEL: 909.569.3737
OWNER/ APPLICANT/ CONSULTANT LIST
306 CALIFORNIA ST., ARCADIA, CA 91006
APPLICABLE CODES
CODES:
2022 CALIFORNIA BUILDING CODE- TITLE 24, PART 2
2022 CALIFORNIA RESIDENTIAL CODE- TITLE 24, PART 2.5
2022 CALIFORNIA ELECTRICAL CODE- TITLE 24, PART 3
2022 CALIFORNIA MECHANICAL CODE- TITLE 24, PART 4
2022 CALIFORNIA PLUMBING CODE- TITLE 24, PART 5
2022 CALIFORNIA ENERGY CODE- TITLE 24, PART 6
2022 CALIFORNIA GREEN BUILDING STANDARD CODE- TITLE 24, PART 11
WITH CURRENT AMENDMENTS & ALL LOCAL ORDINANCES
DEFFERED SUBMITTALS
•
•
•
•
AUTOMATIC FIRE SPRINKLER SYSTEM
DEMOLITION
TRUSS PACKAGE
SOLAR PV SYSTEM (2.53 kWdc)
*DEFERRED SUBMITTALS SHOULD BE REVIEWED AND APPROVED BEFORE SUBMITTING TO THE CITY
VICINITY MAP
PROJECT INFORMATION
No.DESCRIPTION DATE
1 PCC#1 10/7/2024
APPLICANT/ OWNER
OWNER:306 CALIFORNIA ST LLC
ADDRESS:306 CALIFORNIA ST., ARCADIA, CA 91006
TEL:909.569.3737
EMAIL:MAIL@ERIC-DESIGN.COM
APPLICANT:ERIC TSANG
ADDRESS:440 E. HUNTINGTON DR., STE 323, ARCADIA, CA 91006
TEL:909.569.3737
EMAIL:MAIL@ERIC-DESIGN.COM
PROJECT DESCRIPTION
PROJECT NAME:CALIFORNIA CONDOMINIUMS
PROJECT ADDRESS:306 CALIFORNIA ST., ARCADIA, CA 91006
APN:5779-005-001
JOB DESCRIPTION:CONSTRUCT NEW (8) 3- STORY CONDOMINIUM
ZONING:R-3
NUMBER OF STORY:3
OCCUPANCY GROUP:R-3/U
CONSTRUCTION TYPE:V-B
FIRE SPRINKLER:REQUIRED
EXISTING/DEMOLITION
EXISTING STRUCTURES (3):732 SF & 432 SF & 1,358 SF
DEMOLITION:ALL EXISTING UNITS
FLOOR AREA SUMMARY:
ALL UNITS:
1ST FLOOR:190 SF
2ND FLOOR:637 SF
3RD FLOOR:555 SF
GARAGE AREA:443 SF
TOTAL LIVING AREA:1,382 SF
GRAND TOTAL LIVING AREA: 11,056 SF
PROJECT DATA
LOT SIZE:16,500 SF
MAXIMUM DENSITY:16,500 / 1,450 SF = 11 UNITS
MINIMUM DENSITY:16,500 / 2,200 SF = 7 UNITS
PROPOSED DENSITY:8 UNITS
REQIRED PARKING SPACE:2 * 8 UNITS = 16 ENCLOSED
8 UNITS / 2 = 4 GUEST
PROVIDED PARKING SPACES:16 ENCLOSED & 4 GUEST PARKING
TOTAL FRONT YARD AREA:2,991 SF
HARDSCAPE AREA:951 SF
HARDSCAPE RATIO:32%
LADNSCAPE AREA:2,040 SF
LANDSCAPE RATIO:68%
REQUIRED OPEN SPACE:100 SF * 8 = 800 SF
PROPOSED OPEN SPACE:
SIDE YARD (COMMON):1,255 SF
1
SHEET NO.
440 E. HUNTINGTON DR., # 323,
ARCADIA, CA 91006
909.569.3737
MAIL@ERIC-DESIGN.COM
ERIC CHI WANG TSANG, AIA
10 - 31 - 202310 - 31 - 2023
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CALGREEN REQ.
No.DESCRIPTION DATE
SHEET NO.
440 E. HUNTINGTON DR., # 323,
ARCADIA, CA 91006
909.569.3737
MAIL@ERIC-DESIGN.COM
ERIC CHI WANG TSANG, AIA
10 - 31 - 202310 - 31 - 2023
AHJ STAMP APPROVAL
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CALGREEN REQ.
No.DESCRIPTION DATE
SHEET NO.
440 E. HUNTINGTON DR., # 323,
ARCADIA, CA 91006
909.569.3737
MAIL@ERIC-DESIGN.COM
ERIC CHI WANG TSANG, AIA
10 - 31 - 202310 - 31 - 2023
AHJ STAMP APPROVAL
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CONDITIONS OF APPROVAL
No.DESCRIPTION DATE
SHEET NO.
440 E. HUNTINGTON DR., # 323,
ARCADIA, CA 91006
909.569.3737
MAIL@ERIC-DESIGN.COM
ERIC CHI WANG TSANG, AIA
10 - 31 - 202310 - 31 - 2023
AHJ STAMP APPROVAL
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CONDITIONS OF APPROVAL
No.DESCRIPTION DATE
SHEET NO.
440 E. HUNTINGTON DR., # 323,
ARCADIA, CA 91006
909.569.3737
MAIL@ERIC-DESIGN.COM
ERIC CHI WANG TSANG, AIA
10 - 31 - 202510 - 31 - 2025
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CONDITIONS OF APPROVAL
No.DESCRIPTION DATE
W/D
W/D
W/D
W/D
W/D
W/D
W/D
W/D
N89°59'31"W 120.00'
10' - 0"25' - 0"
18' - 0"
3'
-
0
"
3R
D
A
V
E
CALIFORNIA STREET
N0
0
°
0
2
'
0
0
"
E
13
7
.
5
0
'
N0
0
°
0
2
'
3
4
"
E
13
7
.
5
0
'
N89°59'31"W 120.00'
POWER POLE WM
POWER POLE
49+58" AVOCADO TO REMAIN
23" AVOCADO TO REMAIN
5+6+9+9+11" CRAPE
MYRTLE TO REMAIN
9+10" CHINESE FLAME TO BE REMOVED
25
'
-
0
"
10
'
-
0
"
UNIT 1
UNIT 2
UNIT 3
UNIT 4
UNIT 5
UNIT 6
UNIT 7
UNIT 8
19' - 0"19' - 0"
11'
-
6
"
20' - 0"
13
7
'
-
6
"
20' - 0"
BI
C
Y
C
L
E
BI
C
Y
C
L
E
6"
ROSE GARDEN
ROSE GARDEN
11'
-
6
"
20' - 0"
3'
H
T
C
A
B
L
E
R
A
I
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F
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C
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3' HT CABLE RAILING FENCE
(E
)
6
'
H
T
B
L
O
C
K
W
A
L
L
T
O
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E
M
A
I
N
3' HT CABLE RAILING FENCE
ROSE GARDEN
ROSE GARDEN
56" OAK TO BE REMOVED
5" TREE TO BE REMOVED
3+4+4+4" MANDARIN TO BE REMOVED
1+2+12" CHINESE
FLAME TO BE REMOVED 1+2+3+4+4+5+5+6+
7+9" CHINESE FLAME
TO BE REMOVED
MAILBOX
6' HT BLOCK WALL TO MATCH EXISTING
3'
-
6
"
3'
-
6
"
25
'
-
0
"
28
'
-
6
"
26
'
-
6
"
3'
-
0
"
3'
-
0
"
11
'
-
6
"
11
'
-
6
"
WM
TRANSFORMER
W W W W W W W W WWWWW
S
S
S
S
S
S
S
S
S
S
S
S
S
1.
2.
3.
4.
5.
WATER METER AND SERVICE PER WATER COMPANY, 'OCTAVE MASTER METER'
CONSTRUCT ONE (1) 1-INCH WATER METER FOR IRRRIGATION SERVICE
CONSTRUCT 1-1/4" WILKINS 375XL BACKFLOW PREVENTER
INSTALL 4" DC/DA DEVICE, BACKFLOW DEVICE INSTALLED ON THE LATERAL
AT RIGHT OF WAY TO BE REVIEWED AND APPROVED BY PUBLIC WORKS PRIOR
TO ISSUANCE OF PERMIT (DEFER)
30" X 60" TRANSFORMER BOX
1 2
3 34
5
CORNER CUT DEDICATION
4' -
0
"
5'
-
0
"
5' - 0"
SHEET NO.
440 E. HUNTINGTON DR., # 323,
ARCADIA, CA 91006
909.569.3737
MAIL@ERIC-DESIGN.COM
ERIC CHI WANG TSANG, AIA
10 - 31 - 202510 - 31 - 2025
AHJ STAMP APPROVAL
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SITE PLAN
1" = 10'-0"1 SITE PLAN
SALSBURY CLUSTER BOX UNIT
WITH 16 DOORS AND 2 PARCEL LOCKERS
BLACK WITH USPS ACCESS
No.DESCRIPTION DATE
2-CAR GARAGE
ENTRY
8' - 6" HT.
2-CAR GARAGE
ENTRY
8' - 6" HT.
101
16' - 0"X 8' - 0" GARAGETG
103
2' - 8"X 8' - 0" SW
102
3' - 6"X 8' - 0" FDTG104
2' - 6"x 5' - 0" CSSILL HT: 3' - 0"
103
2' - 6"x 5' - 0" CSSILL HT: 3' - 0"FROSTED
105
2' - 6"x 5' - 0" CSSILL HT: 3' - 0"TG
102
4' - 0"x 5' - 0" FXSILL HT: 3' - 0"FROSTED
101
2' - 6"x 5' - 0" CSSILL HT: 3' - 0"FROSTED
106
4' - 0"x 5' - 0" FXSILL HT: 3' - 0"TG
104
2' - 8"X 8' - 0" SW
107
2' - 6"x 5' - 0" FXSILL HT: 3' - 0"TG
201
16' - 0"X 8' - 0" GARAGETG 204
2' - 8"X 8' - 0" SW
204
2' - 6"x 5' - 0" CSSILL HT: 3' - 0"
203
2' - 6"x 5' - 0" CSSILL HT: 3' - 0"FROSTED
206
2' - 6"x 5' - 0" CSSILL HT: 3' - 0"TG
202
4' - 0"x 5' - 0" FXSILL HT: 3' - 0"FROSTED
201
2' - 6"x 5' - 0" CSSILL HT: 3' - 0"FROSTED
203
2' - 8"X 8' - 0" SW
207
2' - 6"x 5' - 0" FXSILL HT: 3' - 0"TG
108
2' - 6"x 7' - 0" FXSILL HT: -3' - 0"TG
208
2' - 6"x 7' - 0" FXSILL HT: -3' - 0"TG
202
3' - 6"X 8' - 0" FDTG
205
4' - 0"x 5' - 0" FXSILL HT: 3' - 0"
6"
10
'
-
6
"
10
'
-
6
"
10
'
-
6
"
10
'
-
6
"
6"
43
'
-
0
"
2' - 7"4' - 0"2' - 5"2' - 9"3' - 10"5' - 11"5' - 9"2' - 9"
1'
-
6
"
1'
-
9
"
3'
-
9
"
3'
-
8
"
2'
-
1
"
3'
-
3
"
3'
-
0
"
2'
-
6
"
2'
-
6
"
3'
-
0
"
3'
-
3
"
2'
-
1
"
3'
-
1
1
"
3'
-
6
"
1'
-
9
"
1'
-
6
"
2' - 10"3' - 9"2' - 5"2' - 9"3' - 10"5' - 11"8' - 6"
30' - 0"
43
'
-
0
"
8'
-
8
"
1'
-
6
"
4'
-
1
0
"
4'
-
6
"
1'
-
0
"
4'
-
6
"
4'
-
1
0
"
1'
-
6
"
8'
-
8
"
10
'
-
1
"
7'
-
5
"
3'
-
6
"
1'
-
0
"
3'
-
6
"
7'
-
5
"
10
'
-
1
"
20
'
-
6
"
1'
-
0
"
20
'
-
6
"
9' - 3"11' - 9"
1' - 6"3' - 9"4' - 3"20' - 6"
1' - 6"3' - 6"2' - 3"2' - 0"20' - 9"
9' - 3"11' - 9"
1' - 6"3' - 9"4' - 3"20' - 6"
1' - 6"3' - 6"2' - 3"2' - 0"20' - 6"
7.75" MAX.
7.7
5
"
M
A
X
.
7.75" MAX.
7.75" MAX.
2
6
6
21
21
5
5
15
15
11 11
1
A-5.0
1
A-5.0
2
A-5.0
2
A-5.0
15
A-7.1
TYP
2
A-7.1
TYP
1
A-7.1
TYP
5
A-7.1
TYP
5
A-7.0
TYP
16
A-7.0
TYP
19
A-7.1
TYP
30' - 0"
11
A-7.1
TYP
1
1
1
1
1
225 AMP
MSP
FUTURE ESSPOWER WALL
60 AMP
3' - 0"
225 AMPMSP
FUTURE ESSPOWER WALL
60 AMP3' - 0"1
1
GREAT ROOM
9' - 0" HT.
BEDROOM 1
9' - 0" HT.
GREAT ROOM
9' - 0" HT.
BEDROOM 1
9' - 0" HT.
112
2' - 6"x 4' - 6" CSSILL HT: 3' - 0"TG, FROSTED
114
2' - 6"x 4' - 6" CSSILL HT: 3' - 0"
111
2' - 6"x 4' - 6" CSSILL HT: 3' - 0"
109
2' - 6"x 4' - 6" CSSILL HT: 3' - 0"
116
4' - 0"x 5' - 0" FXSILL HT: 2' - 6"
115
2' - 6"x 5' - 0" CSSILL HT: 2' - 6"
118
4' - 0"x 5' - 0" FXSILL HT: 2' - 6"
117
2' - 6"x 5' - 0" CSSILL HT: 2' - 6"
119
2' - 6"x 5' - 0" FXSILL HT: 2' - 6"TG
113
4' - 0"x 4' - 6" FXSILL HT: 3' - 0"
105
3' - 0"X 8' - 0" SW
106
2' - 8"X 8' - 0" SW
212
2' - 6"x 4' - 6" CSSILL HT: 3' - 0"TG, FROSTED 214
2' - 6"x 4' - 6" CSSILL HT: 3' - 0"
211
2' - 6"x 4' - 6" CSSILL HT: 3' - 0"
209
2' - 6"x 4' - 6" CSSILL HT: 3' - 0"
216
4' - 0"x 5' - 0" FXSILL HT: 2' - 6"
215
2' - 6"x 5' - 0" CSSILL HT: 2' - 6"
218
4' - 0"x 5' - 0" FXSILL HT: 2' - 6"
217
2' - 6"x 5' - 0" CSSILL HT: 2' - 6"
219
2' - 6"x 5' - 0" FXSILL HT: 2' - 6"TG
213
4' - 0"x 4' - 6" FXSILL HT: 3' - 0"
205
3' - 0"X 8' - 0" SW
206
2' - 8"X 8' - 0" SW
2' - 10"3' - 9"2' - 5"2' - 9"3' - 10"5' - 11"5' - 9"3' - 3"1' - 0"
31' - 6"
1'
-
6
"
7'
-
3
"
2'
-
9
"
8'
-
0
"
2'
-
0
"
2'
-
0
"
8'
-
0
"
2'
-
9
"
7'
-
3
"
1'
-
6
"
43
'
-
0
"
2' - 10"3' - 9"2' - 5"2' - 9"3' - 10"5' - 11"5' - 9"3' - 3"1' - 0"
31' - 6"
1'
-
6
"
1'
-
9
"
3'
-
9
"
3'
-
8
"
2'
-
1
"
3'
-
3
"
5'
-
6
"
5'
-
6
"
3'
-
3
"
2'
-
1
"
3'
-
8
"
3'
-
9
"
1'
-
9
"
1'
-
6
"
43
'
-
0
"
8'
-
8
"
1'
-
6
"
5'
-
1
0
"
3'
-
6
"
1'
-
0
"
3'
-
6
"
5'
-
1
0
"
1'
-
6
"
8'
-
8
"
2'
-
6
"
3'
-
6
"
5'
-
8
"
9'
-
4
"
1'
-
0
"
9'
-
4
"
5'
-
8
"
3'
-
6
"
2'
-
6
"
3'
-
0
"
2'
-
6
"
2'
-
9
"
11
'
-
3
"
1'
-
0
"
11
'
-
3
"
2'
-
9
"
2'
-
6
"
3'
-
0
"
2'
-
6
"
5'
-
9
"
2'
-
5
"
8'
-
1
0
"
1'
-
0
"
8'
-
1
0
"
2'
-
5
"
5'
-
9
"
2'
-
6
"
1' - 6"3' - 6"14' - 0"2' - 3"1' - 8"1' - 10"5' - 9"
1' - 6"3' - 6"14' - 3"2' - 3"10' - 0"
1' - 6"3' - 6"14' - 0"2' - 3"1' - 8"1' - 10"5' - 9"
1' - 6"3' - 6"14' - 3"2' - 3"10' - 0"
16
16
13
5
15
8
8
16
16
13
5
15
8
8
1
A-5.0
1
A-5.0
2
A-5.0
2
A-5.0
5
A-7.1
TYP
3
A-7.1
TYP
16
A-7.0
TYP
5
A-7.0
TYP
10
A-7.1
TYP
13
A-7.1
TYP
7
A-7.1
TYP
8
A-7.1
TYP
11
A-7.1
TYP
1
1
BEDROOM 2
8' - 6" HT.
BEDROOM 3
8' - 6" HT.
BEDROOM 2
8' - 6" HT.
BEDROOM 3
8' - 6" HT.
108
2' - 6"X 8' - 0" SW
122
2' - 6"x 5' - 6" CSSILL HT: 2' - 0"FROSTED
111
2' - 6"X 8' - 0" SW
110
2' - 8"X 8' - 0" SW
107
2' - 8"X 8' - 0" SW
109
2' - 6"X 8' - 0" SW
128
2' - 6"x 4' - 6" CSSILL HT: 3' - 0"TG
126
2' - 6"x 4' - 6" CSSILL HT: 3' - 0"
125
2' - 6"x 5' - 6" CSSILL HT: 2' - 0"TG, FROSTED
123
2' - 6"x 5' - 6" CSSILL HT: 2' - 0"FROSTED
124
2' - 6"x 5' - 6" CSSILL HT: 2' - 0"TG, FROSTED
121
2' - 6"x 4' - 6" CSSILL HT: 3' - 0"TG
120
2' - 6"x 4' - 6" CSSILL HT: 3' - 0"
210
2' - 6"X 8' - 0" SW
222
2' - 6"x 5' - 6" CSSILL HT: 2' - 0"FROSTED
208
2' - 6"X 8' - 0" SW
207
2' - 8"X 8' - 0" SW
209
2' - 8"X 8' - 0" SW
211
2' - 6"X 8' - 0" SW
228
2' - 6"x 4' - 6" CSSILL HT: 3' - 0"TG
226
2' - 6"x 4' - 6" CSSILL HT: 3' - 0"
225
2' - 6"x 5' - 6" CSSILL HT: 2' - 0"TG, FROSTED
223
2' - 6"x 5' - 6" CSSILL HT: 2' - 0"FROSTED
224
2' - 6"x 5' - 6" CSSILL HT: 2' - 0"TG, FROSTED
221
2' - 6"x 4' - 6" CSSILL HT: 3' - 0"TG
220
2' - 6"x 4' - 6" CSSILL HT: 3' - 0"
130
2' - 6"x 4' - 6" CSSILL HT: 3' - 0"TG, FROSTED
230
2' - 6"x 4' - 6" CSSILL HT: 3' - 0"TG, FROSTED
131
2' - 6"x 4' - 6" FXSILL HT: 3' - 0"TG
231
2' - 6"x 4' - 6" FXSILL HT: 3' - 0"TG
4'
-
3
"
3'
-
9
"
1'
-
9
"
8'
-
0
"
2'
-
3
"
2'
-
3
"
9'
-
9
"
3'
-
9
"
4'
-
3
"
40
'
-
0
"
1' - 9"6' - 0"6' - 0"1' - 10"3' - 3"4' - 0"4' - 0"3' - 3"
30' - 1"
1' - 9"6' - 0"6' - 0"1' - 10"3' - 3"4' - 0"4' - 0"3' - 3"
30' - 1"
2'
-
0
"
8'
-
6
"
5'
-
9
"
3'
-
9
"
3'
-
9
"
5'
-
9
"
8'
-
6
"
2'
-
0
"
40
'
-
0
"
3'
-
0
"
2'
-
6
"
2'
-
9
"
5'
-
9
"
3'
-
6
"
1'
-
0
"
3'
-
6
"
5'
-
9
"
2'
-
9
"
2'
-
6
"
3'
-
0
"
2'
-
3
"
6'
-
3
"
2'
-
6
"
2'
-
1
0
"
3'
-
8
"
1'
-
0
"
3'
-
8
"
2'
-
1
0
"
2'
-
6
"
6'
-
3
"
2'
-
3
"
11
'
-
2
"
4'
-
7
"
1'
-
9
"
1'
-
0
"
1'
-
9
"
4'
-
7
"
11
'
-
2
"
3'
-
1
"
4'
-
8
"
11
'
-
1
0
"
1'
-
0
"
11
'
-
1
0
"
7'
-
8
"
6' - 3"9' - 7"2' - 3"3' - 0"3' - 4"1' - 9"4' - 0"
4' - 2"4' - 6"1' - 2"7"4' - 9"13' - 4"
6' - 3"9' - 7"2' - 3"3' - 0"3' - 4"1' - 9"4' - 0"
4' - 2"4' - 6"1' - 2"7"4' - 9"13' - 4"
5
15
13
13
16
16
8
8
5
15
13
13
16
16
8
8
1
A-5.0
1
A-5.0
2
A-5.0
2
A-5.0
6
A-7.1
TYP
-4
"
D
R
O
P
-4
"
D
R
O
P
FLOOR PLAN LEGENDS
WP DUPLE WATERPROOF OUTLET/GFI
GF
I DUPLEX OUTLET W/ GROUND FAULT CIRCUIT -INTERRUPTER
DUPLEX CONVENIENCE OUTLET @ 12" ABOVE FLOOR & 9" ABOVE COUNTER
@ KITCHEN & BATH
DUPLEX OUTLET W/ ARC-FAULT INTERRUPTER
AR
C
AC A/C CONDENSER UNIT. PROVIDE 36" SQ CONCRETE PAD PER UNIT, 3" MIN ABOVE
GRADE HEATPUMP PER ENERGY REPORT (CARRIER 25HBC348, 35" X 31")
TV TELEVISION ANTENNA WITH CABLE READY
TELEPHONE OUTLET
G FUEL GAS VALVE
HB HOSE BIB: ALL HOSE BIBS MUST BE PROTECTED BY AN ANTI SIPHON DEVICE [CPC 603.1]
EXHAUST DUCT- 4" DIAMETER EXHAUST FOR DRYER. 6" DIAMETER EXHAUST FOR KITCHEN.
LIMITED TO 14' AND 2 ELBOWS. REDUCE 2' FOR EVERY ELBOW IN EXCESS OF 2. (100 CFM MIN)
ALL SHOWERS AND TUB-SHOWERS SHALL HAVE EITHER A PRESSURE BALANCE OR A
THERMOSTATIC MIXING VALUE
WASHER SPACE WITH HOSE BIBB PROVIDED
DRYER SPACE WITH PROPER VENTILATION TO OUTSIDE AIR AND GAS HOOK-UP
A 48" WID/ 72" HT REFIGERATOR SPACE WITH WATER LINE PROVIDED
36" STOVE WITH 30" CLEARANCE WITH PROPER VENTILATION TO OUTSIDE AIR
(250 CFM MIN.) PROVIDE EXHAUST HOOD ABOVE FOR A MAX. 3 SONES AT 100
CFM
DW 24" WIDE DISHWASHER
WATER CLOSET (1.28 GALLONS PER FLUSH MAX) 24" CLEAR IN FRONT AND
30" MIN WIDE COMPARTMENT.
200 AMP ELECTRICAL PANEL, LOCATION PER SCE PLANNER
ELECTRICAL WATER HEATER 80 GALLON RHEEM XE80T10H22U0 OR EQUAL
•FOR OUTLET LOCATED AT FIREWALL, PROTECT BOXES WITH LISTED
3M™ FIRE BARRIER MOLDABLE PUTTY PADS MPP+
1.
2.
A.
B.
3.
4.
5.
6.
7.
8.
9.
10.
THE NFRC TEMPORARY LABEL DISPLAYED ON WINDOWS MUST REMAIN ON THE UNIT UNTIL FINAL INSPECTION HAS BEEN
COMPLETED.
FOR ALL GLAZING AT DOOR AND WINDOW:
U-FACTOR:0.30
SHGC: 0.23
BASEMENTS, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE AT LEAST ONE OPERABLE EMERGENCY
ESCAPE AND RESCUE OPENING HAVING A MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET EXCEPT FOR GRADE
FLOOR OPENINGS SHALL HAVE A MINIMUM NET CLEAR OPENING OF 5 SQUARE FEET. THE MIN. NET CLEAR OPENING
HEIGHT SHALL BE 24 IN., WIDTH SHALL BE 20 IN. MIN., AND BOTTOM OF THE CLEAR OPENING SHALL BE NO GREATER
THAN 44 INCHES MEASURED FROM THE FLOOR.
A MINIMUM OF FOUR BRANCH CIRCUITS SHALL BE IDENTIFIED AND HAVE THEIR SOURCE OF SUPPLY COLLOCATED AT A
SINGLE PANELBOARD SUITABLE TO BE SUPPLIED BY THE ESS. AT LEAST ONE CIRCUIT SHALL SUPPLY THE
REFRIGERATOR, ONE LIGHTING CIRCUIT SHALL BE LOCATED NEAR THE PRIMARY EGRESS AND AT LEAST ONE CIRCUIT
SHALL SUPPLY A SLEEPING ROOM RECEPTACLE OUTLET.
GAS COOKTOP: A DEDICATED 240 VOLT BRANCH CIRCUIT WIRING SHALL BE INSTALLED WITHIN 3 FEET FROM THE
COOKTOP AND ACCESSIBLE TO THE COOKTOP WITH NO OBSTRUCTIONS. THE BRANCH CIRCUIT CONDUCTORS SHALL BE
RATED AT 50 AMPS MINIMUM. THE BLANK COVER SHALL BE IDENTIFIED AS "240V READY." ALL ELECTRICAL
COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE. THE MAIN ELECTRICAL
SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR THE INSTALLATION OF A DOUBLE POLE CIRCUIT
BREAKER FOR A FUTURE ELECTRIC COOKTOP INSTALLATION. THE RESERVED SPACE SHALL BE PERMANENTLY MARKED
AS "FOR FUTURE 240V USE.
GAS DRYER: A DEDICATED 240 VOLT BRANCH CIRCUIT WIRING SHALL BE INSTALLED WITHIN 3 FEET FROM THE CLOTHES
DRYER LOCATION AND ACCESSIBLE TO THE CLOTHES DRYER LOCATION WITH NO OBSTRUCTIONS. THE BRANCH CIRCUIT
CONDUCTORS SHALL BE RATED AT 30 AMPS MINIMUM. THE BLANK COVER SHALL BE IDENTIFIED AS "240V READY." ALL
ELECTRICAL COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH THE CALIFORNIA ELECTRICAL CODE. THE MAIN
ELECTRICAL SERVICE PANEL SHALL HAVE A RESERVED SPACE TO ALLOW FOR THE INSTALLATION OF A DOUBLE POLE
CIRCUIT BREAKER FOR A FUTURE ELECTRIC CLOTHES DRYER INSTALLATION. THE RESERVED SPACE SHALL BE
PERMANENTLY MARKED AS "FOR FUTURE 240V USE.
ESS-READY INTERCONNECTION EQUIPMENT WITH A MINIMUM BACKED UP CAPACITY OF 60 AMPS AND A MINIMUM OF
FOUR ESS-SUPPLIED BRANCH CIRCUITS.
A DEDICATED RACEWAY FROM THE MAIN SERVICE SHALL BE PROVIDED TO A PANELBOARD (SUBPANEL) THAT SUPPLIES
THE BRANCH CIRCUITS IN SECTION 150.0(S)(2). ALL BRANCH CIRCUITS ARE PERMITTED TO BE SUPPLIED BY THE MAIN
SERVICE PANEL PRIOR TO THE INSTALLATION OF AN ESS. THE TRADE SIZE OF THE RACEWAY SHALL BE NOT LESS THAN 1
INCH. THE PANELBOARD THAT SUPPLIES THE BRANCH CIRCUITS (SUBPANEL) MUST BE LABELED "SUBPANEL SHALL
INCLUDE ALL BACKED-UP LOAD CIRCUITS."
A MINIMUM OF FOUR BRANCH CIRCUITS SHALL BE IDENTIFIED AND HAVE THEIR SOURCE OF SUPPLY COLLOCATED AT A
SINGLE PANELBOARD SUITABLE TO BE SUPPLIED BY THE ESS. AT LEAST ONE CIRCUIT SHALL SUPPLY THE
REFRIGERATOR, ONE LIGHTING CIRCUIT SHALL BE LOCATED NEAR THE PRIMARY EGRESS AND AT LEAST ONE CIRCUIT
SHALL SUPPLY A SLEEPING ROOM RECEPTACLE OUTLET.
SUFFICIENT SPACE SHALL BE RESERVED TO ALLOW FUTURE INSTALLATION OF A SYSTEM ISOLATION EQUIPMENT/
TRANSFER SWITCH WITHIN 3 FT. OF THE MAIN PANELBOARD. RACEWAYS SHALL BE INSTALLED BETWEEN THE
PANELBOARD AND THE SYSTEM ISOLATION EQUIPMENT/TRANSFER SWITCH LOCATION TO ALLOW THE CONNECTION OF
BACKUP POWER SOURCE.
FLOOR PLAN NOTES
1
1
SHEET NO.
440 E. HUNTINGTON DR., # 323,
ARCADIA, CA 91006
909.569.3737
MAIL@ERIC-DESIGN.COM
ERIC CHI WANG TSANG, AIA
10 - 31 - 202510 - 31 - 2025
AHJ STAMP APPROVAL
11
/
1
3
/
2
0
2
4
8
:
5
8
:
1
5
A
M
A-2.0
CA
L
I
F
O
R
N
I
A
R
E
S
I
D
E
N
C
E
S
30
6
C
A
L
I
F
O
R
N
I
A
S
T
.
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
CONSTRUCTION FLOOR PLAN
1/4" = 1'-0"1 1ST FLOOR CONSTRUCTION PLAN (TYP.)
1/4" = 1'-0"2 2ND FLOOR CONSTRUCTION PLAN (TYP.)
1/4" = 1'-0"3 3RD FLOOR CONSTRUCTION PLAN (TYP.)
No.DESCRIPTION DATE
1 PCC#1 10/7/2024
WINDOW SCHEDULE
#WINDOW TYPE WD HT SILL HT.NOTES
101 CASEMENT 2' - 6"5' - 0"3' - 0"FROSTED
102 FIXED1 4' - 0"5' - 0"3' - 0"FROSTED
103 CASEMENT 2' - 6"5' - 0"3' - 0"FROSTED
104 CASEMENT 2' - 6"5' - 0"3' - 0"
105 CASEMENT 2' - 6"5' - 0"3' - 0"TG
106 FIXED1 4' - 0"5' - 0"3' - 0"TG
107 FIXED1 2' - 6"5' - 0"3' - 0"TG
108 FIXED1 2' - 6"7' - 0"-3' - 0"TG
109 CASEMENT 2' - 6"4' - 6"3' - 0"
111 CASEMENT 2' - 6"4' - 6"3' - 0"
112 CASEMENT 2' - 6"4' - 6"3' - 0"TG, FROSTED
113 FIXED1 4' - 0"4' - 6"3' - 0"
114 CASEMENT 2' - 6"4' - 6"3' - 0"
115 CASEMENT 2' - 6"5' - 0"2' - 6"
116 FIXED1 4' - 0"5' - 0"2' - 6"
117 CASEMENT 2' - 6"5' - 0"2' - 6"
118 FIXED1 4' - 0"5' - 0"2' - 6"
119 FIXED1 2' - 6"5' - 0"2' - 6"TG
120 CASEMENT 2' - 6"4' - 6"3' - 0"
121 CASEMENT 2' - 6"4' - 6"3' - 0"TG
122 CASEMENT 2' - 6"5' - 6"2' - 0"FROSTED
123 CASEMENT 2' - 6"5' - 6"2' - 0"FROSTED
124 CASEMENT 2' - 6"5' - 6"2' - 0"TG, FROSTED
125 CASEMENT 2' - 6"5' - 6"2' - 0"TG, FROSTED
126 CASEMENT 2' - 6"4' - 6"3' - 0"
128 CASEMENT 2' - 6"4' - 6"3' - 0"TG
130 CASEMENT 2' - 6"4' - 6"3' - 0"TG, FROSTED
131 FIXED1 2' - 6"4' - 6"3' - 0"TG
201 CASEMENT 2' - 6"5' - 0"3' - 0"FROSTED
202 FIXED1 4' - 0"5' - 0"3' - 0"FROSTED
203 CASEMENT 2' - 6"5' - 0"3' - 0"FROSTED
204 CASEMENT 2' - 6"5' - 0"3' - 0"
205 FIXED1 4' - 0"5' - 0"3' - 0"
206 CASEMENT 2' - 6"5' - 0"3' - 0"TG
207 FIXED1 2' - 6"5' - 0"3' - 0"TG
208 FIXED1 2' - 6"7' - 0"-3' - 0"TG
DOOR SCHEDULE
#DOOR TYPE WD.HT.NOTES
101 GARAGE 2-PANEL 16' - 0"8' - 0"TG
102 FRENCH DR. (SINGL.)3' - 6"8' - 0"TG
103 SINGLE FLUSH 2' - 8"8' - 0"
104 SINGLE FLUSH 2' - 8"8' - 0"
105 SINGLE FLUSH 3' - 0"8' - 0"
106 SINGLE FLUSH 2' - 8"8' - 0"
107 SINGLE FLUSH 2' - 8"8' - 0"
108 SINGLE FLUSH 2' - 6"8' - 0"
109 SINGLE FLUSH 2' - 6"8' - 0"
110 SINGLE FLUSH 2' - 8"8' - 0"
111 SINGLE FLUSH 2' - 6"8' - 0"
201 GARAGE 2-PANEL 16' - 0"8' - 0"TG
WINDOW SCHEDULE
#WINDOW TYPE WD HT SILL HT.NOTES
209 CASEMENT 2' - 6"4' - 6"3' - 0"
211 CASEMENT 2' - 6"4' - 6"3' - 0"
212 CASEMENT 2' - 6"4' - 6"3' - 0"TG, FROSTED
213 FIXED1 4' - 0"4' - 6"3' - 0"
214 CASEMENT 2' - 6"4' - 6"3' - 0"
215 CASEMENT 2' - 6"5' - 0"2' - 6"
216 FIXED1 4' - 0"5' - 0"2' - 6"
217 CASEMENT 2' - 6"5' - 0"2' - 6"
218 FIXED1 4' - 0"5' - 0"2' - 6"
219 FIXED1 2' - 6"5' - 0"2' - 6"TG
220 CASEMENT 2' - 6"4' - 6"3' - 0"
221 CASEMENT 2' - 6"4' - 6"3' - 0"TG
222 CASEMENT 2' - 6"5' - 6"2' - 0"FROSTED
223 CASEMENT 2' - 6"5' - 6"2' - 0"FROSTED
224 CASEMENT 2' - 6"5' - 6"2' - 0"TG, FROSTED
225 CASEMENT 2' - 6"5' - 6"2' - 0"TG, FROSTED
226 CASEMENT 2' - 6"4' - 6"3' - 0"
228 CASEMENT 2' - 6"4' - 6"3' - 0"TG
230 CASEMENT 2' - 6"4' - 6"3' - 0"TG, FROSTED
231 FIXED1 2' - 6"4' - 6"3' - 0"TG
ABBREVIATIONS
CS CASEMENT
DBL DOUBLE
FD FRENCH DOOR
SL SLIDER
SW SWING
TG TEMPERED GLASS
FLOOR PLAN KEYNOTE
1 ELECTRICAL WATER HEATER 80 GALLON RHEEM XE80T10H22U0 OR
EQUAL ON 18" RAISED PLATFORM
2
ONE HR. FIRE-RESISTIVE CONSTRUCTION R-19,
-PROVIDE 5/8" TYPE 'X' GYPSUM BOARD AND 7/8" STUCCO AT ALL
GARAGE SIDE WALL SEPARATING HABITABLE SPACE
-PROVIDE 5/8" TYPE 'X' GYPSUM BOARD AT ENTIRE GARAGE CEILING
USABLE SPACE UNDER STAIRWAY
-PROVIDE 5/8" TYPE 'X' GYPSUM BOARD AT WALLS AND CEILING ON
ALL WALLS AND CEILING AT WASHER/DRYER AND WATERHEATER.
-ONE HOUR FIRE RESISTIVE CONSTRUCTION 5/8" GYP.ED. TYPE 'X'
ON ALL WALLS, CEILING, POSTS, AND BEAMS ADJACENT TO OR
SUPPORTING THE DWELLING.
-ONE HOUR FIRE RESISTIVE CONSTRUCTION 5/8" GYP.BD. TYPE 'X'
ON ALL WALLS AND CEILING OF WATER HEATER WHERE THE
OCCUPANCY SEPARATION IS HORIZONTAL, STRUCTURAL MEMBERS
SUPPORTING THE SEPARATION SHALL BE PROTECTED BY
EQUIVALENT FIRE-RESISTIVE CONSTRUCTION
3 DROPPED CEILING
4 HIGH CEILING, DOUBLE HEIGHT SPACE (DIAGONAL HATCH)
5
STAIR WOOD OR IRON HANDRAIL- 34" TO 38" HIGH FROM TREAD.
42" MIN BALUSTER GUARD HANDRAIL. REQUIRED GUARDS SHALL
NOT HAVE OPENINGS FROM WALKING SURFACE TO REQUIRED GUARD
HEIGHT WHICH ALLOWS PASSAGE OF A SPHERE 4 INCHES IN
DIAMETER
6 PROVIDE A 1 3/8" THICK SOLID WOOD DOOR, SELF-CLOSING AND
SELF-LATCHING DOOR WITH 20 MIN. S-RATING AND TIGHT FITTING
7 STRAIGHT OPENING
8 CABINETS OR SHELVES
9
PROVIDE HOOD VENT TO OUTSIDE AIR AT KITCHEN & DRYER.
EXHAUST DUCT- 4" DIAMETER EXHAUST FOR DRYER. 6" DIAMETER
EXHAUST FOR KITCHEN. LIMITED TO 14' AND 2 ELBOWS. REDUCE 2'
FOR EVERY ELBOW IN EXCESS OF 2.
10 PROVIDE A 6" X 14" COMBUSTION AIR VENT WITH A 6" MAX HT ABOVE
FINISH FLOOR
11
PROVIDE A 36" SQ CONCRETE PAD FOR THE A/C CONDENSER UNIT
AND A NEARBY POSITIVE MEANS OF DISCONECT AND 120 VOLT
RECEPTACLE. EXTERIOR PADS SUPPORTING
COMPRESSOR/CONDENSER/WATER HEATER SHALL BE A MINIMUM
OF 3" ABOVE GRADE. [MC909.3;PC 510.6]
FLOOR PLAN KEYNOTE
12
7/8" STUCCO ON ALL EXTERIOR WALLS W/ THREE COAT
APPLICATIONS
APPROVED BUILDING PAPER UNDER EXTERIOR FINISHES. THREE
LAYERS OF
GRADE D PAPER SHALL BE APPLIED OVER ALL WOOD BASE
SHEATHING.
13
WALL COVERING OF SHOWER OR TUBS WITHIN SHOWERS: CEMENT,
FIBER-CEMENT, FIBER-MAT REINFORCED CEMENT, GLASS MAT
GYPSUM OR FIBER-REINFORCED GYPSUM BACKERS, TO A HEIGHT OF
NOT LESS THAN 72 INCHES ABOVE DRAIN INLET, SHALL BE USED AS
A BASE FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL AND
CEILING PANELS IN SHOWER AREAS. MATERIALS OTHER THAN
STRUCTURAL ELEMENTS SHALL BE MOISTURE RESISTANT. GLASS
ENCLOSURE DOORS AND PANELS MUST BE SAFTY GLAZING,
CATEGORY II. SWING DOOR OUTWARD. NET AREA OF SHOWER
RECEPTOR SHALL BE NOT LESS THAN 1,024 SQ. IN. OF FLOOR AREA,
AND ENCOMPASS 30 INCH DIAMETER CIRCLE.
14
SAFETY GLAZING/TEMPERED GLASS (SEE DOOR/WINDOW TAGS FOR
"TG") ALL GLAZING IN HAZARDOUS LOCATIONS MUST BE IDENTIFIED
BY A LABEL (PERMANENT IF TEMPERED) AS SAFETY GLAZING.
[2406]-GLAZING IN ALL DOORS.
-GLAZING IN BATH AND SHOWER ENCLOSURES
-GLAZING WITHIN A 24" ARC OF A DOOR EDGE
-PANELS OVER 9 SQUARE FEET HAVING THE LOWEST EDGE LESS
THAN 18" ABOVE THE FINISH
-FLOOR AND HAVING A TOP EDGE GREATER THAN 36" ABOVE THE
FLOOR,
-GLAZING 5'-0" FROM TOP OR BOTTOM OF STAIRWAYS WITH BOTTOM
EDGE LESS THAN 60" ABOVE WALKING SURFACE
-WARDROBE DOORS.
15
STAIR
-MINIMUM 36" WIDE STAIRWAY AND LANDINGS
-THE LARGEST RISE OR RUN IN A FLIGHT OF STAIRS MAY NOT
EXCEED THE SMALLEST BY MORE THAN 3/8"
-DIMENSION HEADROOM OVER STAIRS TO HAVE 6'-8" MIN FROM
NOSING OF TREAD.
16
VENTILATION DEVICE MUST BE VENTED TO THE OUTSIDE WITH EITHER
INTERMITTENT (KITCHEN ≥ 250 CFM, BATHROOM ≥ 50 CFM) OR
CONTINUOUS AIR (KITCHEN ≥ 5 AC/H) [CECE 150(o)]
FLOOR PLAN KEYNOTE
17
LANDING, WITH A WIDTH NOT LESS THAN THE WIDTH OF DOOR AND
LENGTH IN THE DIRECTION OF TRAVEL OF NOT LESS THAN 36
INCHES, WILL BE PROVIDED ON EACH SIDE OF DOORS. THE
ELEVATION OF LANDING SHALL NOT EXCEED 1 1/2 INCH DIFFERENCE
THAN THE THRESHOLD OF THE DOORWAY (7.75 INCH IF DOOR DOES
NOT SWING OVER LANDING OR STEPS) [CRC R311.3]
18
APPLIANCE FIREPLACE. SEE PLAN FOR F.P. BOX SIZE. PROVIDE F.G.,
IGNITOR SWITCH, DIRECT VENT AND TERMINATION PER MFR., SPECS..
SEE MFR. SPECS. FOR RAISED HEARTH REQ. (SUPERIOR VRT 4500)
APPROVED TO US AND CANADIAN SAFETY PERFORMANCE
STANDARDS ANSI Z21.99/CSA 2.33-M98 VENTED GAS FIREPLACE
HEATERS.
19
THE EXHAUST FAN CONTROL USED FOR WHOLE-BUILDING
CONTINUOUS OPERATION IS REQUIRED TO MAINTAIN MINIMUM
LEVELS OF OUTSIDE AIR VENTILATION REQUIRED FOR GOOD HEALTH,
THE FAN CONTROL SHOULD BE ON AT ALL TIMES WHEN THE BUILDING
IS OCCUPIED, UNLESS THERE IS A SEVERE OUTDOOR AIR
CONTAMINATION. "PANASONIC FV-13VK3 130/0 CFM 6" DUCT"
INSTALL PER MANUFACTURER'S SPEC. 114 CFM MIN. DUCT LOCATION:
SECOND FLOOR HALLWAY, SEE REFLECTED CEILING PLAN
20
1 HR FIRE RATED/ FIRE BLOCKING IS REQUIRED IN CONCEALED
SPACES 10' O.C. HORIZONTAL AND VERTICALLY AT THE CEILING AND
FLOOR LEVELS, CONNECTIONS BETWEEN HORIZONTAL AND VERTICAL
SPACES, CONCEALED SPACES BETWEEN STAIR AND LANDING,
OPENINGS AROUND VENTS, PIPES, DUCTS, CABLES WIRES,
CHIMNEYS AND FIREPLACE/ ALL DUCTS AND ELEVATOR SHAFTS
21
A DRYER COMPARTMENT SHALL BE PROVIDED WITH A MIUIMUM
OPENING OF 100 SQUARE INCHES FOR MAKEUP AIR IN THE DOOR OR
BY OTHER APPROVED MEANS. [CMC 504.3.2]
22
WATER PROOF MATERIAL
ENDURO PRODUCTS, INC. ICC-ESR- 2245, ENDURA-KOTE TOTAL
SYSTEM MIN 1/4" THICK OVER 1/16" THICK MIN TEXTURE & COLOR
COAT OVER 1/16" THICK MIN. 2ND COAT. OVER 1/8" THK. MIN. 1ST
COAT, AND OVER 2.5 POUND PER SQUARE YARD GAL VANIZED METAL
LATH OVER PLYWOOD ROOF SHEATING (TYP.)
23
ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS,
UNDER-STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE
ENCLOSED SIDE WITH 1/2-INCH GYPSUM BOARD. BUILDING CODE
1009.6.3
DOOR SCHEDULE
#DOOR TYPE WD.HT.NOTES
202 FRENCH DR. (SINGL.)3' - 6"8' - 0"TG
203 SINGLE FLUSH 2' - 8"8' - 0"
204 SINGLE FLUSH 2' - 8"8' - 0"
205 SINGLE FLUSH 3' - 0"8' - 0"
206 SINGLE FLUSH 2' - 8"8' - 0"
207 SINGLE FLUSH 2' - 8"8' - 0"
208 SINGLE FLUSH 2' - 6"8' - 0"
209 SINGLE FLUSH 2' - 8"8' - 0"
210 SINGLE FLUSH 2' - 6"8' - 0"
211 SINGLE FLUSH 2' - 6"8' - 0"
1
1
- A SOUND RATING OF ONE SONE OR LESS AT THE REQUIRED VENTILATION FLOW RATE IS REQUIRED FOR EACH CEILING MOUNTED WHOLE
BUILDING VENTILATION FAN
-THE EXHAUST FAN CONTROL USED FOR WHOLE-BUILDING CONTINUOUS OPERATION IS REQUIRED TO MAINTAIN MINIMUM LEVELS OF OUTSIDE
AIR VENTILATION REQUIRED FOR GOOD HEALTH, THE FAN CONTROL SHOULD BE ON AT ALL TIMES WHEN THE BUILDING IS OCCUPIED, UNLESS
THERE IS A SEVERE OUTDOOR AIR CONTAMINATION
FAMILY DWELLING GUIDELINES
A.
B.
C.
D.
E.
F.
G.
ELECTRONIC BALLASTS IF 13 WATTS OR MORE
RECESSED CANS IN INSULATED CEILINGS "IC" TYPE & CERTIFIED AIRTIGHT
HIGH EFFICACY LUMINARIES FOR RESIDENTIAL LIGHTING SHALL CONTAIN ONLY HIGH EFFICACY LAMPS SHALL NOT CONTAIN A MEDIUM
SCREW BASE SOCKET (E24/E26). A HIGH EFFICACY LAMP HAS A LAMP EFFICACY THAT IS NO LOWER THAN EFFICACIES CONTAINED IN
TABLE 150-C. BALLAST FOR LAMPS RATED 13 WATTS OR GREATER SHALL BE ELECTRONIC AND SHALL HAVE AN OUTPUT FREQUENCY NO
LESS THAN 20 KHZ
ALL HIGH EFFICACY LUMINARIES (INCLUDING RECESSED CAN FIXTURES) SHALL CONTAIN PIN-BASED SOCKETS UNLESS SPECIFICALLY
APPROVED BY THE NEERGY COMMISSION. [ENS 150 (K)]
ALL HEATING SYSTEM SHALL HAVE AN AUTOMATIC THERMOSTAT WITH A CLOCK MECHANISM WHICH THE BUILDING OCCUPANT CAN
MANUALLY PROGRAM TO AUTOMATICALLY SET BACK THE THERMOSTAT SET POINTS AT LEAST 4 PERIODS WITHIN 24 HOURS [ENS 150i]
ALL ELECTRICAL OUTLETS ON THE BUILDING SHALL BE OF AFIC TYPE U.N.O. FOR SPECIFIC LOCATIONS ON THE PLAN
ALL THE BATHROOM SHALL HAVE AT LEAST 120 AMP. ELECTRICAL OUTLET
VENTILATION NOTES
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
ALL LUMINAIRES INSTALLED IN RESIDENTIAL CONSTRUCTION MUST QUALIFY AS “HIGH EFFICACY LUMINAIRES.” THIS
ELIMINATES VARYING REQUIREMENTS BY ROOM AND TYPE OF CONTROLS. THIS ALSO ELIMINATES THE NEED TO CALCULATE THE
WATTAGE OF LOW VERSUS HIGH EFFICACY LUMINAIRES IN THE KITCHEN.
THE DEFINITION OF “HIGH EFFICACY LUMINAIRES” HAS BEEN EXPANDED. IT INCLUDES THE LIGHT SOURCES IDENTIFIED AS
EFFICIENT IN 2022 (LINEAR FLUORESCENT, PIN BASED COMPACT FLUORESCENT, GU-24 BASE CFL, HID, AND INDUCTION
LIGHTING), AND NOW ALSO INCLUDES ANY LUMINAIRE THAT CONTAINS A JA8 COMPLIANT LAMP OR OTHER LIGHT SOURCE THAT
IS APPROPRIATELY MARKED. JA8 CONTAINS REQUIREMENTS THAT ENSURE THAT LIGHT SOURCES, INCLUDING LAMPS AND
LUMINAIRES, PROVIDE SUFFICIENT COLOR QUALITY, LIFE, AND ENERGY EFFICIENCY. TABLE 150.0-A OF §150.0 CONTAINS THE
DEFINITION.
ALL PERMANENTLY INSTALLED LUMINAIRES WITH INTERCHANGEABLE LAMPS MUST CONTAIN LAMPS THAT COMPLY WITH THE
REQUIREMENTS OF JOINT APPENDIX 8 (JA8) AND BE APPROPRIATELY MARKED TO BE CONSIDERED “HIGH EFFICACY
LUMINAIRES.”
THE MARKING “JA8-2022” IS REQUIRED FOR COMPLIANCE AND SHALL ONLY BE USED ON LAMPS THAT MEET THE
REQUIREMENTS OF JOINT APPENDIX 8 AND ARE LISTED IN THE ENERGY COMMISSION JA8 DATABASE.
THE MARKING “JA8-2022-E” INDICATES THAT IN ADDITION TO THE REQUIREMENTS ABOVE FOR A JA8-2022 LIGHT SOURCE,
THE LIGHT SOURCE HAS BEEN TESTED TO PROVIDE LONG LIFE AT ELEVATED TEMPERATURES. LIGHT SOURCES MUST BE MARKED
“JA 8-2022-E” IF THEY ARE TO BE USED IN ENCLOSED OR RECESSED LUMINAIRES.
RECESSED DOWNLIGHT LUMINAIRES AND ENCLOSED LUMINAIRES ARE REQUIRED TO CONTAIN A JA8 COMPLIANT LAMP THAT
MEETS THE ELEVATED TEMPERATURE REQUIREMENT. RECESSED DOWNLIGHT LUMINAIRES WITH SCREW BASED SOCKETS ARE
NO LONGER PERMITTED TO BE INSTALLED.
THE BUILDER MUST PROVIDE THE NEW HOMEOWNER WITH A LUMINAIRE SCHEDULE (AS REQUIRED IN TITLE 24 CALIFORNIA
CODE OF REGULATIONS, PART 1, §10-103(B)) THAT INCLUDES A LIST OF LAMPS INSTALLED IN THE LUMINARIES SO THAT THE
HOMEOWNER KNOWS WHAT LIGHT SOURCES THEY ARE ENTITLED TO WHEN THEY TAKE POSSESSION OF THE NEW HOME.
INSPECTIONS FOR LIGHTING ARE MORE STRAIGHTFORWARD AS ALL LUMINARIES HAVE A HIGH EFFICACY LIGHT SOURCE AND
THERE IS A COMPLETED LUMINAIRE SCHEDULE FOR THE INSPECTOR TO REVIEW.
THE NUMBER OF BLANK ELECTRICAL BOXES (J-BOX) INSTALLED MORE THAN FIVE FEET ABOVE THE FINIHED FLOOR SHALL NOT
BE GREATER THAN THE NUMBER OF BEDROOMS. THESE ELECTRICAL BOXES SHALL BE SERVED BY A DIMMER, A VACANCY
SENSOR, OR FAN SPEED CONTROL.
MANUAL ON/AUTOMATIC OFF OCCUPANT SENSOR MOTION SENSORS, PHOTO-CONTROL ASTRONOMICAL TIME CLOCK CONTROLS
AND IMMERS INSTALLED TO COMPLY WITH §150.0(K) MUST HAVE BEEN CERTIFIED TO THE ENERGY COMMISSION BY THEIR
MANUFACTURER, PURSUANT TO THE PROVISIONS OF THE TITLE 20 APPLIANCE EFFICIENCY REGULATIONS (TITLE 20 CALIFORNIA
CODE OF REGULATIONS, §1606), AS REQUIRED BY §110.9
THE ENERGY STANDARDS REQUIRE VACANCY SENSORS TO CONTROL AT LEAST ONE LUMINAIRE IN THE FOLLOWING ROOM TYPES:
BATHROOMS. UTILITY ROOMS. LAUNDRY ROOMS. GARAGES.
ALL OUTDOOR LIGHTING ATTACHED TO THE RESIDENCE OR TO OTHER BUILDINGS ON THE SAME LOT ARE HIGH EFFICACY, AND
ARE CONTROLLED BY A MANUAL ON AND OFF SWITCH AND BY PHOTOCELL AND MOTION SENSOR AND ONE OF THE FOLLOWING
AUTOMATIC CONTROL TYPES: 1. PHOTOCONTROL AND AUTOMATIC TIME SWITCH CONTROL. 2. ASTRONOMICAL TIME CLOCK
CONTROLS THAT AUTOMATICALLY TURNS THE OUTDOOR LIGHTING OFF DURING DAYLIGHT HOURS. 3. ENERGY MANAGEMENT
CONTROL SYSTEM (EMCS) THAT FUNCTIONS AS AN ASTRONOMICAL TIME CLOCK, DOES NOT HAVE AN OVERRIDE OR BYPASS
SWITCH THAT ALLOWS THE LUMINAIRE TO BE ALWAYS ON, AND IS PROGRAMMED TO AUTOMATICALLY TURN THE OUTDOOR
LIGHTING OFF DURING DAYLIGHT HOURS.
2022 TITLE 24, PART 6 RESIDENTIAL LIGHTING DESIGN GUIDE
1.
2.
3.
4.
5.
6.
7.
8.
PIN-BASED LINEAR FLUORESCENT LUMINAIRES USING ELECTRONIC BALLASTS.
PIN-BASED COMPACT FLUORESCENT LUMINAIRES USING ELECTRONIC BALLASTS.
PULSE-START METAL HALIDE LUMINAIRES.
HIGH PRESSURE SODIUM LUMINAIRES.
LUMINAIRES WITH GU-24 SOCKETS OTHER THAN LEDS.
LUMINAIRES WITH HARDWIRED HIGH FREQUENCY GENERATOR AND INDUCTION LAMP.
INSEPARABLE SSL LUMINAIRES INSTALLED OUTDOORS.
INSEPARABLE SSL LUMINARIES WITH COLORED LIGHT SOURCES FOR DECORATIVE LIGHTING PURPOSE.
HIGH EFFICACY LIGHT SOURCES
1.
2.
3.
4.
5.
6.
7.
A MINIMUM OF 50% OF THE LUMINARIES IN A KITCHEN MUST BE FLUORESCENT OR HIGH EFFICACY.
BATHROOMS, GARAGES, LAUNDRY OR UTILITY ROOMS, AND CLOSET MUST HAVE FLUORESCENT OR HIGH
EFFICACY LIGHTING, AND AT LEAST ONE LUMINAIRE IN EACH OF THESE SPACES MUST BE CONTROLLED BY A
VACANCY SENSOR.
BEDROOMS, LIVING ROOMS, FAMILY ROOMS, KITCHEN AND OTHER ROOMS USED FOR LIVING AND SLEEPING
MUST HAVE FLUORESCENT OR HIGH EFFICACY LIGHTING, OR AN OCCUPANT SENSOR, AND DIMMERS MUST BE
INSTALLED.
EXTERIOR LIGHTING MUST BE FLUORESCENT OR HIGH EFFICACY, OR AN OCCUPANT SENOR WITH AN INTEGRAL
PHOTO CONTROL MAY BE INSTALLED
ADDS AUTO-OFF CONTROLS FOR LIGHTING IN DRAWERS AND CABINETS
UNDERSHELF, DISPLAY CABINETS, SWITCHED OUTLETS CONTROLLED SEPARATE FROM CEILING LIGHTING.
LIGHTING IN HABITABLE SPACES SHALL HAVE ACCESSIBLE WALL-MOUNTED DIMMING CONTROLS
REFLECTED CEILING PLAN NOTES
REFLECTED CEILING PLAN LEGENDS
CEILING RECESS LIGHT (HE=HIGH EFFICACY)
SURFACE MOUNTING CEILING LIGHT (HE=HIGH EFFICACY)
BRACKET MOUNTED WALL LIGHT (HE=HIGH EFFICACY)
FAN- 15 AIR CHANGED PER HOUR AND EXHAUSTING DIRECTLY TO THE OUTSIDE. (50 CFM MIN.) -> FAN ARE
NOT PARTS OF A WHOLE HOUSE SYSTEM ARE ENERGY STAR COMPLIANT AND EQUIP WITH HUMIDITY CONTROLS CAPABLE OF ADJUSTMENT BETWEEN RELATIVE HUMIDITY RANGES OF <50 PERCENT TO A MAX. OF
80 PERCENT. TO BE CONTROLLED BY HUMIDITY SENSOR
SWITCH
* LEGEND:3 3 WAY SWITCH
3D 3 WAY DIMMER SWITCHDDIMMER SWITCH
V VACANCY SENSOR
*
F SURFACE MOUNTED CEILING LIGHT (HIGH EFFICACY FLUORESCENT)
S (UL 217 RATED) HARD WIRED SMOKE DETECTOR WITH BACKUP BATTERIES. SMOKE ALARMS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AREAS OF THE DWELLING
UNIT WHICH THEY SERVE. SMOKE ALARMS SHALL BE PRIOVIDED IN ALL NEW CONSTRUCTION LOCATED IN EACH SLEEPING AREA, OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS, AND AT
EACH ADDITION FLOOR OR BASEMENT LEVEL [CRC R314.4]
CM UL 2034/2075 UL RATED CARBON MONOXIDE ALARMS:
CARBON MONOXIDE ALARMS SHALL BE INTERCONNECTED AND HARDWIRED IN NEW HOMES. [CRC R315.1.1 & R315.1.2], ALARMS SHALL BE LOCATED OUTSIDE OF EACH SEPARATE DWELLING UNIT SLEEPING AREA NEAR BEDROOMS AND ON
EVERY LEVEL INCLUDING BASEMENT [CRC R315.3]
ATTIC ACCESS AND PASSAGEWAY- 30"X30" ATTIC ACCESS. 24" WIDE OF SOLID CONTINUOUS FLOORING FROM SCUTTLE
TO EQUIPMENT AND IT'S CONTROL. 20' MAX OF PASSAGEWAY.
200 AMP. MIN ELECTRICAL PANEL
2-4' LONG SURFACE MOUNTED FLUORESCENT LIGHT (HE=HIGH EFFICACY)
WHOLE HOUSE EXHAUST FAN INSTALL PER MFR'S. SPECS. SEE FLOW RATE CALCULATION & ENERGY REPORT
G
GF
I
G
GF
I
TO 2ND FLOOR
TO 2ND FLOOR
CM
S
CM
S
1
1
TO 1ST FLOOR
TO 3RD FLOOR
TO 1ST FLOOR
TO 3RD FLOOR
CM
S
S
CM
S
S
TO 2ND FLOOR
TO 2ND FLOOR
CM
S
S
S
CM
S
S
S
30x30 ATTIC ACCESS
30x30 ATTIC ACCESS
SHEET NO.
440 E. HUNTINGTON DR., # 323,
ARCADIA, CA 91006
909.569.3737
MAIL@ERIC-DESIGN.COM
ERIC CHI WANG TSANG, AIA
10 - 31 - 202510 - 31 - 2025
AHJ STAMP APPROVAL
11
/
1
3
/
2
0
2
4
8
:
5
8
:
2
3
A
M
A-3.0
CA
L
I
F
O
R
N
I
A
R
E
S
I
D
E
N
C
E
S
30
6
C
A
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I
F
O
R
N
I
A
S
T
.
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
REFLECTED CEILING PLAN
No.DESCRIPTION DATE
1 PCC#1 10/7/2024
1/4" = 1'-0"1 1ST FLOOR REFLECTED CEILING PLAN (TYP.)
1/4" = 1'-0"2 2ND FLOOR REFLECTED CEILING PLAN (TYP.)
1/4" = 1'-0"3 3RD FLOOR REFLECTED CEILING PLAN (TYP.)
1ST F.F.
T.O.P.1
NATURAL GRADE
2nd F.F
T.O.P.2
3RD F.F.
T.O.P. 3
HEIGHT LIMIT
ROOF ENCROACHMENT12346897
1
A-5.0
19
A-7.0
TYP
18
A-7.0
TYP
20
A-7.0
TYP
1
A-7.0
TYP
2
A-7.0
TYP
11
A-7.0
TYP
3
A-7.0
TYP
16
A-7.1
TYP
20
A-7.1
TYP
1ST F.F.
T.O.P.1
NATURAL GRADE
2nd F.F
T.O.P.2
3RD F.F.
T.O.P. 3
HEIGHT LIMIT
ROOF ENCROACHMENT
3'
-
0
"
1'
-
6
"
8'
-
6
"
1'
-
0
"
9'
-
0
"
1'
-
0
"
8'
-
6
"
0'
-
6
"
30
'
-
0
"
5
2
A-5.0
6
A-7.0
TYP
7
A-7.0
TYP
1ST F.F.
T.O.P.1
NATURAL GRADE
2nd F.F
T.O.P.2
3RD F.F.
T.O.P. 3
HEIGHT LIMIT
ROOF ENCROACHMENT
1
A-5.0
1ST F.F.
T.O.P.1
NATURAL GRADE
2nd F.F
T.O.P.2
3RD F.F.
T.O.P. 3
HEIGHT LIMIT
ROOF ENCROACHMENT
3'
-
0
"
1'
-
6
"
8'
-
6
"
1'
-
0
"
9'
-
0
"
1'
-
0
"
8'
-
6
"
0'
-
6
"
30
'
-
0
"
2
A-5.0
SHEET NO.
440 E. HUNTINGTON DR., # 323,
ARCADIA, CA 91006
909.569.3737
MAIL@ERIC-DESIGN.COM
ERIC CHI WANG TSANG, AIA
10 - 31 - 202510 - 31 - 2025
AHJ STAMP APPROVAL
11
/
1
3
/
2
0
2
4
8
:
5
8
:
3
5
A
M
A-4.0
CA
L
I
F
O
R
N
I
A
R
E
S
I
D
E
N
C
E
S
30
6
C
A
L
I
F
O
R
N
I
A
S
T
.
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
ELEVATION
CEMENT PLASTER
OMEGA STUCCO
242 MIST
SMOOTH FINISH
WINDOWS AND DOORS
LINCOLN WINDOWS
WOODCLAD
BRONZE
STONE VENEER
INDIANA CUT STONE
VARIEGATED SPLIT FACED
GARAGE DOOR
C.H.I. OVERHEAD DOOR
STERLING DEEP BLACK
OBSCURED GLASS
RAIN GUTTER/ DOWNSPOUT
CARLISLE
SECUREDGE 400 GUTTER
MATTE BLACK
1
2
3
4
5
6 STUCCO REVEAL
FLANNERY INC.
SMOOTH FINISH CHANNEL
SFC 75-200, 2" WIDTH 3/4" DEPTH
7 EXTERIOR LIGHT
MODERN FORMS
MAKO LED OUTDOOR WALL SCONCE 18"
BLACK/ COLOR TEMPERATURE 3000K
8 CONCRETE ROOFING
EAGLE ROOFING
BEL-AIR
4503 SIERRA MADRE
1/4" = 1'-0"1 FRONT ELEVATION
1/4" = 1'-0"2 DRIVEWAY SIDE ELEVATION
1/4" = 1'-0"3 RAER ELEVATION
1/4" = 1'-0"4 INTERIOR SIDE ELEVATION
9 WOOD WORK
DUNN EDWARDS
WEATHERED BROWN DEC756
No.DESCRIPTION DATE
10 FASCIA BOARD
1X6
DUNN EDWARDS
JET DE378
1ST F.F.
T.O.P.1
NATURAL GRADE
2nd F.F
T.O.P.2
3RD F.F.
T.O.P. 3
HEIGHT LIMIT
ROOF ENCROACHMENT
2
A-5.0
GREAT ROOM GREAT ROOM
ENTRYENTRY
3'
-
0
"
1'
-
6
"
8'
-
6
"
1'
-
0
"
9'
-
0
"
1'
-
0
"
8'
-
6
"
6"
30
'
-
0
"
A-7.0
3 TYP
A-7.010 TYP
A-7.13 TYP
A-7.12 TYP
A-7.11 TYP
A-7.16 TYP
A-7.15 TYP
A-7.014 TYP
A-7.011 TYP
1ST F.F.
T.O.P.1
NATURAL GRADE
2nd F.F
T.O.P.2
3RD F.F.
T.O.P. 3
HEIGHT LIMIT
ROOF ENCROACHMENT
1
A-5.0
BEDROOM 2
GREAT ROOM
2-CAR GARAGE ENTRY
6"
8'
-
6
"
1'
-
0
"
9'
-
0
"
1'
-
0
"
8'
-
6
"
1'
-
6
"
3'
-
0
"
30
'
-
0
"
SHEET NO.
440 E. HUNTINGTON DR., # 323,
ARCADIA, CA 91006
909.569.3737
MAIL@ERIC-DESIGN.COM
ERIC CHI WANG TSANG, AIA
10 - 31 - 202510 - 31 - 2025
AHJ STAMP APPROVAL
11
/
1
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/
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2
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8
:
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8
:
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A-5.0
CA
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30
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SECTION
No.DESCRIPTION DATE
1.
2.
3.
A.
B.
C.
D.
4.
5.
6.
7.
PROVIDE 5/8" TYPE 'X' GYPSUM BOARD ON ALL WALLS AND CEILING
PROVIDE 5/8" TYPE 'X' GYPSUM BOARD ON GARAGE WALLS AND CEILING,
SEPARATING HABITABLE SPACE
PROVIDE INSULATION TO ALL EXTERIOR WALLS, FLOORS ABOVE GARAGE AND
CEILING SEPARATING THE ATTIC:
EXTERIOR WALL:R-19
ROOF:R-19
CEILING:R-30
FLOOR:R-19
FIRST FLOOR W/ CONCRETE SLAB ON GRADE
A RADIANT BARRIER HAVING A TRANSMISSION RATE NOT EXCEEDING 1 PERM IN
ACCORDANCE WITH ASTM E 96 SHALL BE INSTALLED ON THE WARM SIDE OF
THE ATTIC INSULATION AT THE ROOF OF 1ST AND 2ND FLOOR.
1" GAP MIN. BETW. BOTTOM OF ROOF SHEATHING AND INSULATION REQUIRED
PROVIDE QUALITY INSULATION INSTALLATION (QII) PER ENERGY REPORT
SECTION NOTES
1/4" = 1'-0"1 LONGITUDINAL SECTION
1/4" = 1'-0"2 CROSS SECTION
3.
0
:
1
2
3.
0
:
1
2
3.0:123.0:12
3.
0
:
1
2
3.0:12
3.0:12
3.
0
:
1
2
3.0:12
3.0:12
3.
0
:
1
2
3.0:12
3.
0
:
1
2
3.0:12
3.
0
:
1
2
3.0:12
3.
0
:
1
2
3.0:12
3.0:12 3.0:12
3.
0
:
1
2
3.
0
:
1
2
3.0:123.0:12
3.0:123.0:12
2' - 6"
2'
-
6
"
2' - 7"
2'
-
6
"
1
A-5.0
1
A-5.0
2
A-5.0
2
A-5.0
3
A-7.0
TYP
9
A-7.0
TYP
17
A-7.0
TYP
11
A-7.0
TYP
SHEET NO.
440 E. HUNTINGTON DR., # 323,
ARCADIA, CA 91006
909.569.3737
MAIL@ERIC-DESIGN.COM
ERIC CHI WANG TSANG, AIA
10 - 31 - 202510 - 31 - 2025
AHJ STAMP APPROVAL
11
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1
3
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0
2
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8
:
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8
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A-6.0
CA
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30
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6
ROOF PLAN
1/4" = 1'-0"1 ROOF PLAN
No.DESCRIPTION DATE
RADIANT BARRIER
O'HAGIN'S VENT, S MODEL (ICC-ES 9650A)
-12" MIN ABOVE INSULATION LINE
-NET FREE VENTILATION AREA: 97.50 S.I.
-OPENINGS SHALL HAVE 1/4 INCH CORROSION RESISTANT METAL MESH OPENINGS
-NFVA* - 97.50 sq. in. (629.0 sq. cm.)
-WEIGHT PER VENT
-GALVANIZED 26 ga
• 6.00 - 6.50 Lbs, (2.24 - 2.43) Kg
-ALUMINUM .032
• 3.25 - 3.75 Lbs, (1.21 -1.40) Kg
-COPPER 16 oz
• 9.00 - 9.50 Lbs, (3.36 - 3.55) Kg
EAGLE ROOFING PRODUCTS
5MC#8616 ER-1900
CONCRETE ROOF TILE CLASS 'A': PRODUCT EAGLE ROOFING BEL-AIR 4503 SIERRA MADRE ASSEMBLY SHALL BE LISTED BY AN
APPROVED TESTING AGENCY
i. SEE ROOF PLAN FOR ROOF SLOPES
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
EXTERIOR FINSIH PER ELEVATIONS
2 LAYERS GRADE 'D' PAPER
INTERIOR FINISH
INSULATION PER T-24
'MOISTOP' FLASHING PAPER
PRECAST DOOR TRIM
24 GUAGE SHEET METAL ZEE FLASHING WITH 1/4" DRIP
HEADER PER STR. PLAN
WOOD CASING
APPROVED WEATHRE STRIPPING
DOOR PER DOOR SCHEDULE
ONE PIECE MILLED DOOR FRAME WITH DRIP CUT
1
32
45
6
7
8
9
10
11
12
1
3
2
4
5
6
7
891011
12
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
EXTERIOR FINSIH PER ELEVATIONS
2 LAYERS GRADE 'D' PAPER
INTERIOR FINISH
INSULATION PER T-24
'MOISTOP' FLASHING PAPER
PRECAST DOOR TRIM
24 GUAGE SHEET METAL ZEE FLASHING WITH 1/4" DRIP
HEADER PER STR. PLAN
WOOD CASING
APPROVED WEATHRE STRIPPING
DOOR PER DOOR SCHEDULE
ONE PIECE MILLED DOOR FRAME WITH DRIP CUT
1.
2.
3.
4.
5.
6.
EXTERIOR FINSIH PER ELEVATIONS
2 LAYERS GRADE 'D' PAPER
'MOISTOP' FLASHING PAPER
6" WOOD DOOR TRIM
24 GUAGE SHEET METAL ZEE FLASHING WITH 1/4" DRIP
HEADER PER STR. PLAN
1
2
3
4
5
6
1.
2.
3.
4.
5.
6.
EXTERIOR FINSIH PER ELEVATIONS
2 LAYERS GRADE 'D' PAPER
'MOISTOP' FLASHING PAPER
GARAGE DOOR OPENING
24 GUAGE SHEET METAL ZEE FLASHING WITH 1/4" DRIP
POST PER STR PLAN
123
4 56
8 7
1.
2.
3.
4.
5.
6.
7.
8.
EXTERIOR FINSIH PER ELEVATIONS
2 LAYERS GRADE 'D' PAPER
12" WIDE 'MOISTOP' FLASHING PAPER
FRAMING PER STR PLAN
2- 2X4 FURRING
INSULATION PER T-24
INTERIOR FINISH
WINDOW PER WINDOW SCHEDULE
12345 6
2"
R
E
C
E
S
S
`3"
1.
2.
3.
4.
5.
6.
7.
8.
•
•
CONCRETE SPANISH ROOF TILE "S" TILE U.N.O.
2X3 RIDGER NAILER CONTINUOUS
WEAVED UNDERLAYMENT 30 LB. FELT MIN.
ROOF SHEATING
CONCRETE RIDGE TILE
ROOF RAFTER OR TRUSS PER PLAN TYP.
RIDGE BOARD OR 2X BLOCKING PER PLAN TYP.
CEMENT GROUT FILL TYP.
PROVIDE NAILING, BATTENS, AND WIND CLIPS PER MANUFACTURER INSTALLATION RECOOMENDATIONS
APPLY CONT. BEAD OF ROOF MASTIC OVER NOSE ENDS OF EACH RIDGE TILE
1
2
3
4
5
6
7
8
PROVIDE NAILING, BATTENS
AND WIND CLIPS PER MFR.
INSTALLATION RECOMMENDATIONS
6"
M
I
N
.
1.
2.
3.
4.
5.
6.
7.
CONCRETE SPANISH ROOF TILE "S" TILE
U.N.O.
26 GA. G.I. CORROSION-RESISTANT
WEEP SCREED 4" MIN ON TILE TYP.
WEAVED UNDERLAYMENT 30 LB. FELT
MIN.
ROOF SHEATING
60 MINUTE GRADE 'D' PAPER
ROOF RAFTER OR TRUSS PER PLAN TYP.
10" X 1/4" LUAN BOARD
1
2
3
3 4
5
6
7
12" MIN.
1 23 45 6
1.
2.
3.
4.
5.
6.
7.
•
CONCRETE SPANISH ROOF TILE "S" TILE U.N.O.
26 GA. G.I. VALLEY FLASHING W/ CRIMPED EDGE TYP.
WEAVED UNDERLAYMENT 30 LB. FELT MIN.
ROOF SHEATING
30 LB. SWEAT SHEET UNDER FLASHING, MIN. 36" WIDE
ROOF RAFTER OR TRUSS PER PLAN TYP.
VALLEY BOARD OR BLOCKING PER PLAN TYP.
PROVIDE NAILING, BATTENS, AND WIND CLIPS PER MANUFACTURER INSTALLATION
RECOOMENDATIONS
7
1
2
3
5
1.
2.
3.
4.
5.
EXTERIOR FINSIH PER ELEVATIONS
EXTERIOR SHEATHING
2X STUD WALL PER STR. PLAN
INSULATION PER T-24
INTERIOR SHEATHING
4
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
EXTERIOR FINSIH PER ELEVATIONS
ROOF SHEATHING
2X FASCIA BOARD PER ELEVATION
UNDERLAYMENT 30 LB. FELT MIN. (DOUBLE UNDERLAYMENT REQ'D FOR
ROOF SLOPE <4:12)
24 GUAGE SHEET METAL FLASHING WITH 1/4" DRIP
EAVE RISER TYP.
2 LAYER GRADE 'D' PAPER
ROOF FRAMING PER STR PLAN
PRECAST-FOAM CROWN MOULDING
BLOCKING WITH (3) 3" DIA. HOLES (21 S.I.)ON EVERY OTHER BLOCK
PROVIDE NAILING, BATTENS, AND WIND CLIPS PER MANUFACTURER INSTALLATION RECOMMENDATIONS
1
2
3
4
5
6
7
8
9
10
1.
2.
3.
4.
5.
6.
7.
8.
EXTERIOR FINSIH PER ELEVATIONS
2 LAYERS GRADE 'D' PAPER
12" WIDE 'MOISTOP' FLASHING PAPER
FRAMING PER STR PLAN
2X FURRING
INSULATION PER T-24
INTERIOR FINISH
WINDOW PER WINDOW SCHEDULE
8
7
1
2
3
4
5
6
2" RECESS
`3
"
1.
2.
3.
GYPSUM BOARD (5/8" TYPE X ON
GARAGE SIDE)
INSULATION PER T-24
2X STUD WALL 1
2
3
A.
B.
C.
NOTE: LINE-WIRE, WHEN USED AS BACKING TO SUPPORT BUILDING PAPER BENEATH WIRE LATH (NETTING) FOR PORTLAND CEMENT PLASTER (STUCCO), SHALL BE INSTALLED AS FOLLOWS:WIRE GAUGE, SPACING, AND ATTACHMENT SHALL BE IN ACCORDANCE WITH REQUIREMENTS OFPERIPHERAL FLASHING, AT ALL EDGES OF WALL OPENINGS, MUST COVER THE WIRE BACKING.NO ATTACHMENT DEVICES NOR THE WIRE BACKING SHALL COVER OR PENETRATE THE FLASHING MATERIAL.
WINDOW FLASHINGSECTION 1402.2 OF THE CODE STATES THAT "EXTERIOR OPENINGS EXPOSED TO THE WEATHER SHALL BE FLASHED IN SUCH A MANNER AS TO MAKE THEM WATERPROOF."
1. ATTACH SILL STRIP WITH TOP EDGE LEVEL WITH ROUGH SILL - EXTEND BEYOND EDGE OF ROUGH OPENING AT LEAST 8".SECURE ALL MOISTSTOP (OR EQUAL) WITH GALBANIZED NAILS OR POWER STAPLES.
WINDOW
R.O.
8"
SILL
LINTEL
2. ATTACH JAMB STRIP WITH SIDE EDGE EVEN WITH ROUGH JAMB FRAMING. START STRIP 1" BELOW LOWER EDGE OF SILL STRIP AND EXTEND 4" ABOVE LOWER EDGE OF LINTEL.
WINDOW
R.O.
4"
1"
3. INSTALL WINDOW JAMB NAILING FLANGES OVER A CONTINUOUS BEAD OF SEALANT ON THE MOISTSTOP (OR EQUAL). INSTALL THE WINDOW HEAD MOISTSTOP (OR EQUAL) ON A CONTINUOUS BEAD OF SEALANT APPLIED TO THE WINDOW HEAD NAILING
FLANGE.THE ABOVE METHOD APPLIES ONLY TO MOST COMMONLY USED TYPE OIF METAL FRAME (SURFACE MOUNTED). FOR OTHER TYPES OF FRAMS SPECIAL ATTENTION MUST BE PAID TO THE MANUFACTURER'S RECOMMENDATIONS
4. COMMENCING AT THE BOTTOM (SOLE PLATE) OF THE WALL, LAY BUILDING PAPER THAT MAY EXTEND ABOVE THE SILL FLANGE LINE ON EACH SIDE. DO NOT SLICE BUILDING PAPER HORIOZONTALLY SO THAT THE PAPER WILL LAP OVER THE JAMB STRIPS.
INSTALL SUCCESSIVE LINES OF BUILDING PAPER (B, C, D, ETC.) OVER JAMB AND HEAD FLANGES. LAPPING EACH COURSE.
2"
M
I
N
.
L
A
P
A
B
C
8"
M
I
N
.
4"
M
I
N
2"
M
I
N
.
1.
2.
3.
4.
5.
6.
7.
8.
EXTERIOR FINISH PER ELEVATION
2 LAYERS GRADE 'D' PAPER
FINISH GRADE
OUTDOOR CONCRETE SLAB
26 GA CORROSION RESISTANT WEEP SCREED
PRESSURE TREATED SILL PLATE
CONTINUOUS ROPE CAULKING
CONCRETE FOOTING
WEEP SCREED INSTALL PER C.B.C. 2506.5
2
1
3
4
5
6
7
8
1.
2.
3.
4.
5.
FLOOR JOISTS PER STR PLAN
PLYWOOD SUBFLOOR
3/4" GYPCRETE, ICC ESR-2540
FLOOR FINISH
5/8" GYPSUM CEILING
1 2 3 4
5
5
1.
2.
3.
4.
5.
6.
7.
8.
EXTERIOR FINSIH PER ELEVATIONS
2 LAYERS GRADE 'D' PAPER
12" WIDE 'MOISTOP' FLASHING PAPER
FRAMING PER STR PLAN
2X FURRING
INSULATION PER T-24
INTERIOR FINISH
WINDOW PER WINDOW SCHEDULE
SLOPE: 1":12"
8
7
1
2
3
4
5
6
2" RECESS
1.
2.
3.
4.
5.
6.
MIN. 30" X 30" ATTIC ACCESS OR PER C.M.C. 908
LIHGTING FIXTURE AND SWITCH BY ATTIC ACCESS
110 V ELECTRICAL OUTLET
5/8" CDX 24" MIN. WIDE PLYWOOD PASSAGEWAY. TRAVEL DISTANCE SHALL NOT EXCEED 20'-0"
5/8" CDX PLYWOOD LEVEL WORKING PLATFORM FOR FAU UNIT (IF APPLICABLE)
FAU SHALL BE LISTED FOR INSTALLATION IN ATTICS AND ON COMBUSTABLE FLOORING. CLEARANCES
SHALL BE AS SPECIFICED IN THE LISTING
3
0
"
M
I
N
.
24
"
MI
N
.
1
2
3
4
5
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
HARDIE BOARD STARTER BOARDS
ROOF RAFTERS PER STR. PLAN
CONCRETE ROOF TILE
2 LAYER GRADE 'D' PAPER
ROOF SHEATHING PER STR. PLAN
UNDERLAYMENT 30 LB. FELT MIN.
24 GUAGE SHEET METAL FLASHING WITH 1/4"
DRIP EDGE
2 X 6 FASCIA BOARD
ROOF FRAMING PER STR PLAN
EXTERIOR CEMENT PLASTER OVER WIRE MESH
•
•
PROVIDE NAILING, BATTENS, AND WIND CLIPS PER
MANUFACTURER INSTALLATION RECOMMENDATIONS
SHEAR REQUIREMENTS PER STRUCTURAL PLAN.
1
2
3
4
5 6
7
89
10
SHEET NO.
440 E. HUNTINGTON DR., # 323,
ARCADIA, CA 91006
909.569.3737
MAIL@ERIC-DESIGN.COM
ERIC CHI WANG TSANG, AIA
10 - 31 - 202310 - 31 - 2023
AHJ STAMP APPROVAL
11
/
1
3
/
2
0
2
4
8
:
5
8
:
4
1
A
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A-7.0
CA
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S
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D
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C
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S
30
6
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9
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6
ARCHITECTURAL DETAILS
N.T.S.1 DOOR HEAD
N.T.S.2 DOOR JAMB
N.T.S.6 GARAGE DOOR HEAD
N.T.S.7 GARAGE DOOR JAMB
N.T.S.18 RECESS WINDOW JAMP
N.T.S.9 RIDGE CAP DETAIL
N.T.S.13 ROOF /WALL FLASHING
N.T.S.17 VALLEY FLASHING1
N.T.S.5 EXTERIOR WALL
N.T.S.3 EAVE WITH CROWN MOULDING
N.T.S.19 RECESS WINDOW HEAD
N.T.S.16 INTERIOR WALL
N.T.S.12 VAPOR BARRIER DETAIL
N.T.S.14 WEEP SCREED
N.T.S.10 GYPCRETE FLOOR
N.T.S.20 WINDOW SILL AT RECESS WINDOW
N.T.S.15 ATTIC ACCESS
No.DESCRIPTION DATE
N.T.S.11 RAKE DETAIL
1 1/2"1 1/4"
2"
M
A
X
.
1.
2.
3.
4.
WOOD RAIL WITH EASED EDGES
INTERIOR WALL FINISH
2X SOLID BACKING FOR SUPPORT
METAL SUPPORT BRACKETS
HANDRAILS SHALL BE CONTINUOUS THE FULL LENGTH
OF THE STAIRS PER C.B.C 1003.3.3.6 AND SHALL BE
CAPABLE OF WITHSTANDING A LOAD OF AT LEASE
200 LB. APPLIED IN ANY DIRECTION AT ANY POINT ON
THE RAIL PER C.B.C. TABLE 16-B.
GUARDRAILS SHALL RESIST A 20LB. PER LINEAR
FOOT HORIZONTAL FORCE APPLIED AT RIGHT ANGLE TO
TOP RAIL PER C.B.C. TABLE 16-B
1
2
3
4
1.
2.
3.
4.
5.
6.
7.
8.
1 1/2" WROUGHT IRON POST AT 48" O.C.
1/2" WROUGHT IRON BALUSTERS AT 4" O.C.
DOUBLE FLOOR JOIST OR STIINGERS
TOP OF PLYWOOD AT TREAD OR LANDING
3/8" DIA. X 4 1/2" LONG LAG SCREWS AT 8" O.C. STAGGERED. PENETRATE MIN. 3"
3/8" DIA. X 3" LONG LAG SCREW
1.5" WIDE HANDRAIL
1/4" THICK 3"X7" STEEL PLATE
2
5
4
3"1"1"1"1"
3/
4
"
~1
1
/
2
"
3/
4
"
42
"
MAX
4"
MA
X
4"
MAX
4"
8
1
3
5
6
7
5/8"
1.
2.
3.
4.
5.
6.
7.
2X STUD WALL PER STR PLAN
2X DRYWALL BACKING
3/4" THICK PLYWOOD STAIR TREAD
2X STAIR RISER
MIN. 2X4 LEDGER
CRIPPLE WALL NAILED TO STUD BELOW LEDGER
TREAD BEYOND LEDGER
1
2
3
4
5
67
10" MIN.
6"
M
I
N
.
1"
M
I
N
.
7
3
/
4
"
M
A
X
.
1.
2.
3.
4.
5.
6.
3/4" PLYWOOD TREADS AND RISERS (TYP.)
NOTCH STRINGER FOR SILL PLATE AND SET ON SISALKRAFT PAPER
CONCRETE SLAB
2x14 STRINGER
2x4 PRESSURE TREATED SILL PLATE WITH (4) SHOT PINS INTO CONCRETE
5/8" TYPE "X" GYPSUM BOARD AT ALL USEABLE SPACE UNDER STAIRS
2
3
4
5
6
1
10" MIN.
7
3
/
4
"
M
A
X
.
6"
M
I
N
.
1.
2.
3.
4.
5.
6.
7.
5/8" PLYWOOD TREADS AND RISERS (TYP.)
FLOOR FRAMING PER STR PLAN
DOUBLE JOIST, HEADER, OR BEAM PER STR PLAN
2x14 STRINGER
METAL HANGER AT EACH STRINGER
5/8" TYPE "X" GYPSUM BOARD AT ALL USEABLE SPACE UNDER STAIRS
3/8" CHAMFER TYP. AT EACH STEP
1
2
3
5
4
6
7
1.
2.
3.
4.
5.
6.
7.
VENT WITH GRAVITY DAMPER
ROOF LINE
STUD WALL FRAMING PER STR PLAN
REVERSE TEE-WYE CONNECTION
CLEANOUT BOX WITH DOOR
FLEX CONNECTION FROM DRYER CABINET
PVC PIPE ROUND VENT THRU ROOF
ALL COMPONENTS AND INSTALLATION SHALL COMPLY WITH
U.M.C. 504.3 REQUIREMENTS
1
2
3
4
5
6
7
7
1
/
2
"
M
A
X
.
2"
M
I
N
.
1.
2.
3.
4.
5.
6.
7.
DOOR JAMB
FOUNDATION GRADE REDWOOD OR PRESSURE TREATED SILL LET
INTO SLAB OR OTHER APPROVED PER C.B.C. 2804 (C)
BITUMINOUS COATING ON TREASHOLD FOR SEPARATION OF
ALUMINIUM & CONCREETE OR OTHER APPROVED PER C.B.C.
2004.3
SEALANT
EXPANSION JOINT
EXTERIOR CONCRETE
INTERIOR FINISH
1
2
3
45
6
7
1-
1
/
2
"
M
A
X
.
1.
2.
3.
4.
5.
6.
7.
DOOR JAMB
FOUNDATION GRADE REDWOOD OR PRESSURE TREATED SILL LET
INTO SLAB OR OTHER APPROVED PER C.B.C. 2804 (C)
BITUMINOUS COATING ON TREASHOLD FOR SEPARATION OF
ALUMINIUM & CONCREETE OR OTHER APPROVED PER C.B.C.
2004.3
SEALANT
EXPANSION JOINT
EXTERIOR CONCRETE
INTERIOR FINISH
1
2
3
45
6
7
5
6
2
3
4
1
1.
2.
3.
4.
5.
6.
7.
WINDOW PER WINDOW SCHEDULE
12" WIDE 'MOISTOP' FLASHING PAPER
2 LAYERS GRADE 'D' PAPER
STONE VENEER
SELF SEALING SELF ADHERING BITUMINOUS
MEMBRANE OVER SOLID BACKING
NON-HARDENING SEALANT
INSULATION PER T-24
7 4"
M
I
N
.
8"
M
I
N
.
1.
2.
3.
4.
5.
6.
7.
STONE VENEER INSTALL PER MANUFACTURER
RECOMMENDATION
2 LAYERS GRADE 'D' PAPER
26 GA. GALVINIZED METAL SEEP
2X4 PRESSURE TREATED SILL PLATE
CONCRETE FOOTING
INSULATION PER T-24
INTERIOR FINISH
WEEP SCREED INSTALL PER C.B.C. 2506.5
2
3
4
5
6
7
1
1.
2.
3.
4.
5.
6.
1 LAYERS 5/8" SHEETROCK FIRECODE CORE
GYPSUM PANELS OR FIBEROCK PANELS ON
BOTH SIDE – JOINTS FINISHED, JOINTS
STAGGERED 16" EACH LAYER AND SIDE
2 ROWS 2 X WOOD STUDS PER STR., SEPARATE
PLATE 1" APART
SHEAR PANEL PER STR PLAN
CONTINUOUS RIM PER STR PLAN (2X10 16" O.C.
MIN.)
FLOOR JOIST PER STR PLAN
3 1/2" GLASS FIBER INSULATION
1
•
•
FM WP-360, WP 3820
2 HR FIRE RATED
STC 58 SOUNT TEST # NGC3056
2
3
4
56
1" MIN.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
1 LAYERS 5/8" SHEETROCK FIRECODE CORE
GYPSUM PANELS OR FIBEROCK PANELS ON BOTH
SIDE– JOINTS FINISHED, JOINTS STAGGERED 16"
EACH LAYER AND SIDE
2 ROWS 2 X WOOD STUDS PER STR., SEPARATE
PLATE 1" APART
SHEAR PANEL PER STR PLAN
CONTINUOUS RIM PER STR PLAN (2X10 16" O.C.
MIN.)
CEILING JOIST PER STR PLAN
3 1/2" GLASS FIBER INSULATION
ROOF SHEATHING
RIDGE BEAM PER STR PLAN
ROOF RAFTER PER STR PLAN
UNDERLAYMENT 30 LB. FELT MIN.
CONCRETE ROOF TILE
1
2
3
4
5
6•
•
FM WP-360, WP 3820
2 HR FIRE RATED
STC 58 SOUNT TEST # NGC3056
1" MIN
7
8
9
10 11
1
1.
2.
3.
4.
5.
6.
2X8 BACKING, SHOWER REINFORCEMENT SHALL BE CONTINUOUS WHERE WALL FRAMING IS PROVIDED, ON BOTH END AND
BACK WALL
WALL STUD PER STRUCTURAL PLAN
EXTENDED BACKING & SUPPORT TO NEXT WALL STUD
FUTURE GRAB BAR LOCATION PER PLAN
INFORMATION AND/OR DRAWINGS IDENTIFYING THE LOCATION OF GRAB BAR REINFORCEMENT SHALL BE PLACED IN THE
OPERATION AND MAINTENANCE MANUAL
LOWER GRAB BAR FOR BATHTUB, BACKING NO MORE THAN 6" ABOVE BATHTUB RIM
39 1/4"
32"
8"
1
2
3
34
6" MAX
BATHTUB RIM
1.
2.
3.
4.
5.
2X8 BACKING FOR FUTURE GRAB BAR
WALL STUD PER STRUCTURAL PLAN
EXTENDED BACKING & SUPPORT TO NEXT WALL STUD
FUTURE GRAB BAR LOCATION PER PLAN
INFORMATION AND/OR DRAWINGS IDENTIFYING THE LOCATION OF GRAB BAR REINFORCEMENT SHALL BE PLACED IN THE
OPERATION AND MAINTENANCE MANUAL
39 1/4"
32"
8"
1
2
3
3
4
1.
2.
3.
ELECTRICAL RECEPTACLE OUTLETS, SWITCHES AND CONTROLS, DOORBELL BUTTONS OR CONTROLS
WALL STUD PER STRUCTURAL PLAN
2X6 BLOCKING IF NEEDED
48" MAX
6"
1
2
3
15" MIN
SHEET NO.
440 E. HUNTINGTON DR., # 323,
ARCADIA, CA 91006
909.569.3737
MAIL@ERIC-DESIGN.COM
ERIC CHI WANG TSANG, AIA
10 - 31 - 202310 - 31 - 2023
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ARCHITECTURAL DETAILS
N.T.S.13 HANDRAIL/ GUARDRAIL
N.T.S.10 RAILING
N.T.S.1 STAIR TO WALL
N.T.S.2 STAIR TO SLAB
N.T.S.3 STAIR TO FLOOR
N.T.S.4 DRYER VENT
N.T.S.15 THRESHOLD AT SWING-IN DOOR
N.T.S.14 THRESHOLD AT SWING-OUT DOOR
N.T.S.19 WATER HEATER SPECIFICATION
N.T.S.20 WINDOW SILL @ STONE VENEER
N.T.S.16 STONE VENEER APPLICATION
N.T.S.5 PARTY WALL
N.T.S.6 PARTY WALL/ ROOF
No.DESCRIPTION DATE
N.T.S.7 SHOWER GRAB BAR REINFORCEMENT
N.T.S.8 WATER CLOSET GRAB BAR REINFORCEMENT
N.T.S.11 AGING IN PLACE DETAIL
SHEET NO.
440 E. HUNTINGTON DR., # 323,
ARCADIA, CA 91006
909.569.3737
MAIL@ERIC-DESIGN.COM
ERIC CHI WANG TSANG, AIA
10 - 31 - 202510 - 31 - 2025
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MATERIAL BOARD
No.DESCRIPTION DATE
MATERIAL SELECTION
ROOF TILE
EAGLE ROOFING
BE-AIR
4503 SIERRA MADRE
RAIN GUTTER/ DOWNSPOUT
CARLISLE
SECUREDGE 400 GUTTER
MATTE BLACK
WINDOW AND DOOR
LINCOLN
WOOD CLAD SDL
BRONZE
STONE VENEER
INDIANA CUT STONE
VARIEGATED SPLIT FACED
STUCCO REVEAL
FLANNERY INC.
SMOOTH FINISH CHANNEL
SFC 75-200, 2" WIDTH 3/4" DEPTH
CEMENT PLASTER
OMEGA STUCCO
242 MIST
SMOOTH FINISH
GARAGE DOOR
C.H.I. OVERHEAD DOOR
STERLING DEEP BLACK
OBSCURED GLASS
WOOD WORK (BRACKET/ PANEL)
DUNN EDWARDS
WEATHERED BROWN DEC756
FASCIA BOARD
2X6
PAINTED
DUNN EDWARDS JET
EXTERIOR WALL LIGHT
MODERN FORMS
MAKO LED OUTDOOR WALL SCONCE 18"
BLACK/ COLOR TEMPERATURE 3000K
SHEET NO.
440 E. HUNTINGTON DR., # 323,
ARCADIA, CA 91006
909.569.3737
MAIL@ERIC-DESIGN.COM
ERIC CHI WANG TSANG, AIA
10 - 31 - 202510 - 31 - 2025
AHJ STAMP APPROVAL
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AXONOMETRIC VIEW
No.DESCRIPTION DATE
I:HANGERS
1.FILL ALL NAIL HOLES PER MANUFACTURER SPECIFICATIONS, FOR MAXIMUM CAPACITY.
2.USE ITS OR IUS HANGERS FOR I-JOIST CONNECTIONS U.N.O. BEND TABS DOWN TO TOP OF BOTTOM CHORD
WHERE APPLICABLE.
3.USE LUS FULL DEPTH HANGERS FOR 2X JOIST CONNECTIONS U.N.O.
4.USE HU FULL DEPTH HANGERS FOR BEAM CONNECTIONS U.N.O.
5.USE LUS HANGERS PER TABLE BELOW FOR ROOF TRUSSES AT 24" O.C. (OR LESS) TO NON-TRUSS FRAMING
MEMBERS:
TRUSS SPAN HANGER
≤ 10'LUS 24
≤ 20'LUS 26
≤ 30'LUS 28
≤ 40'HUS 26
J:MANUFACTURED SHEAR WALLS
1.MANUFACTURED SHEAR WALLS SHALL BE BY SIMPSON STRONG-TIE ( ICC ESR-1679), HARDY FRAMES, INC. (ICC
ESR-2089), OR TRUS JOIST (ICC ESR-1153), AS SPECIFIED ON THE PLANS.
2.ALL MANUFACTURED SHEAR WALLS SHALL BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S
RECOMMENDATIONS.
3.TEMPLATES SHALL BE USED FOR MANUFACTURED SHEAR WALLS FOR ACCURATE ANCHOR PLACEMENT IN THE
FOUNDATION.
4.FOR HARDY PANELS / BRACED FRAMES - FOLLOW MANUFACTURERS RECOMMENDATIONS FOR MOISTURE
BARRIER PLACED BETWEEN THE WALL AND CONCRETE, GROUT OR MUD SILL.
O:SPECIAL INSPECTIONS
1.PROVIDE SPECIAL INSPECTION WHERE REQUIRED BY SECTION 1704 OF THE CBC. ADDITIONALLY, VERIFY OTHER
AREAS REQUIRING SPECIAL INSPECTION WITH THE BUILDING OFFICIAL OF THE GOVERNING JURISDICTION.
2.INSPECTIONS SHALL CONFORM WITH CBC SECTIONS 110 AND 1704.
3.INSPECTIONS SHALL BE PERFORMED BY QUALIFIED INSPECTORS AND TESTING AGENCIES RETAINED BY THE
OWNER AND NOT THE CONTRACTOR. INSPECTORS AND AGENCIES SHALL BE APPROVED BY THE GOVERNING
JURISDICTION.
4.COPIES OF ALL INSPECTION REPORTS AND TEST RESULTS SHALL BE FURNISHED TO THE OWNER, BUILDING
DEPARTMENT, ARCHITECT, AND ENGINEER. COPIES OF THE REPORTS AND RESULTS SHALL ALSO BE KEPT AT
THE JOB SITE.
5.FINAL REPORT FOR ALL INSPECTIONS AND TESTING, STATING THAT THE WORK WAS COMPLETED IN
ACCORDANCE WITH THE APPROVED PLANS AND ALL APPLICABLE CODES AND STANDARDS, SHALL BE SUBMITTED
TO THE OWNER, BUILDING DEPARTMENT, ARCHITECT, AND ENGINEER.
6.STRUCTURAL OBSERVATION MAY BE REQUIRED BY THE JURISDICTION, ENGINEER, OR OWNER. THESE
OBSERVATIONS DO NOT REPLACE ANY OF THE REQUIRED INSPECTIONS BY DEPUTY INSPECTORS OR THE LOCAL
JURISDICTION.
7.SPECIAL INSPECTION IS REQUIRED FOR THE FOLLOWING WORK:
CONCRETE WITH F'C OVER 2500 PSI
CAST-IN-PLACE DRILLED PILES OR CAISSONS
FIELD WELDING
EPOXY
WELDING OF REINFORCING STEEL
HIGH STRENGTH BOLTING
SHOTCRETE
REINFORCEMENT AND TENDON PLACEMENT IN CONCRETE WITH F'C OVER 2500 PSI
TENDON STRESSING AND GROUTING
TITEN HD SCREW ANCHORS
FASTENERS OF THE SEISMIC FORCE-RESISTING SYSTEM WHERE ITS SPACING IS ≤ 4" O.C.
ADDITIONAL ITEMS REQUIRING SPECIAL INSPECTION MAY BE NOTED ON THE PLANS.
K:WOOD CONNECTORS
1.UNLESS SPECIFICALLY NOTED OTHERWISE, ALL WOOD FRAMING CONNECTORS SHALL BE BY SIMPSON STRONG-TIE.
ALL INSTALLATIONS SHALL FOLLOW CURRENT RECOMMENDATIONS OF SIMPSON.
2.WHERE SIMPSON STRONG-TIE ALLOWS THE USE OF ALTERNATE OR ADDITIONAL FASTENERS, THE FASTENER TYPE
AND AMOUNT RESULTING IN THE HIGHER CAPACITY SHALL BE USED, UNLESS NOTED OTHERWISE.
3.THE NATIONAL DESIGN SPECIFICATIONS FOR WOOD CONSTRUCTION SHALL BE FOLLOWED WITH RESPECT TO
FABRICATION AND ASSEMBLY OF ALL FASTENERS, EDGE AND END DISTANCE REQUIREMENTS, AND MINIMUM
PENETRATION REQUIREMENTS.
4.BOLTS, LAG SCREWS, AND WOOD SCREWS SHALL CONFORM TO ASME STANDARD B-18.2.6.
5.ALL HOLES DRILLED FOR BOLTS THROUGH WOOD SHALL BE A MINIMUM OF 132" AND A MAXIMUM OF 116" OVERSIZED.
6.STANDARD CUT WASHERS SHALL BE INSTALLED BETWEEN THE WOOD AND THE NUT FOR ALL BOLT INSTALLATIONS.
7.THE THREADED PORTION OF BOLTS SUBJECT TO WOOD BEARING SHALL BE KEPT TO A PRACTICAL MINIMUM.
8.CARE SHALL BE TAKEN TO CENTER BOLT HOLES IN MAIN MEMBERS.
9.WHEN NAILING A MEMBER CAUSES SPLITTING, THE MEMBER SHALL BE PREDRILLED TO PREVENT THE SPLITTING.
THE DIAMETER OF THE BOLTED HOLE SHALL NOT EXCEED 75% OF THE NAIL DIAMETER.
10.ALL NAILS SHALL CONFORM TO THE NOMINAL SIZES SPECIFIED IN FEDERAL SPECIFICATION FF-N-105B.
11.ALL NAILS EXPOSED TO WEATHER, HEAT, OR MOISTURE SHALL BE GALVANIZED.
12.LEAD HOLES FOR LAG SCREWS SHALL BE BORED AS FOLLOWS:
(A)THE CLEARANCE HOLE FOR THE SHANK SHALL HAVE THE SAME DIAMETER AS THE SHANK, AND THE SAME DEPTH
OF PENETRATION AS THE LENGTH OF UNTHREADED SHANK.
(B)THE LEAD HOLE FOR THE THREADED PORTION SHALL HAVE A DIAMETER EQUAL TO 40% TO 70% OF THE SHANK
DIAMETER IN WOOD AND A LENGTH EQUAL TO AT LEAST THE LENGTH OF THE THREADED PORTION. THE LARGER
PERCENTILE SHALL APPLY TO LAG SCREWS OF 12" OR GREATER DIAMETER.
13.THE THREADED PORTION OF WOOD SCREWS SHALL BE INSERTED IN IT'S LEAD HOLES BY TURNING WITH A
WRENCH, NOT BY DRIVING WITH A HAMMER.
14.DO NOT OVER-TORQUE LAG AND WOOD SCREWS.
15.SOAP OR OTHER LUBRICANT SHALL BE USED ON THE WOOD/LAG SCREW OR IN THE LEAD HOLES TO FACILITATE
INSERTION AND PREVENT DAMAGE TO THE LAG SCREW.
16.WOOD SCREWS LOADED IN WITHDRAWAL MAY BE INSERTED WITHOUT A LEAD HOLE.
17.LEAD HOLES FOR WOOD SCREWS LOADED LATERALLY SHALL BE BORED AS FOLLOWS:
THE PART OF THE LEAD HOLE RECEIVEING THE SHANK SHALL BE ABOUT 78 THE DIAMETER OF THE SHANK AND
THAT RECEIVEING THE THREADED PORTION SHALL BE ABOUT 78 THE DIAMETER OF THE SCREW AT THE ROOT OF
THE THREAD.
18.ALL NAILS SHALL BE DRIVEN SO THAT THEIR HEAD OR CROWN IS FLUSH WITH THE SURFACE BEING NAILED, BUT
DOES NOT PUNCTURE THE SURFACE BEING NAILED.
19.NAIL DEFINITIONS AND PENETRATION (INTO MAIN MEMBER) REQUIREMENTS:
NAIL DIAMETER (IN.)REQUIRED PENETRATION (IN.)
8d COMMON 0.131 1.31
10d COMMON 0.148 1.48
12d COMMON 0.148 1.48
16d SINKER 0.148 1.48
16d COMMON 0.162 1.62
20.FASTENERS IN CONTACT WITH PRESERVATIVE TREATED LUMBER AND FIRE RETARDANT TREATED WOOD SHALL BE
OF HOT-DIPPED GALVANIZED STEEL, ZINC-COATED STEEL, STAINLESS STEEL, SILICON COVERED, BRONZE, OR
COPPER. THE COATING WEIGHTS FOR ZINC-COATED FASTENERS SHALL BE PER ASTM A153. FASTENINGS FOR
WOOD FOUNDATIONS SHOULD BE AS REQUIRED IN AF&PA TECHNICAL REPORT #7. EXCEPTION: PLAIN CARBON
STEEL FASTENERS IN SBX/DOT AND ZINC BORATE PRESERVATIVE-TREATED WOOD IN AN INTERIOR, DRY
ENVIRONMENT SHALL BE PERMITTED. FIELD CUT ENDS, NOTCHES, DRILLED HOLES OF PRESERVATIVE TREATED
WOOD SHALL BE FIELD TREATED PER AWPA M4.
N:WELDING
1.A WELDING PROCEDURE SPECIFICATION (WPS) PER AWS D1.1 SHALL BE DEVELOPED BY THE
FABRICATOR/ERECTOR AND SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL. THE WPS
SHALL INCLUDE THE WELDING PARAMETERS RECOMMENDED BY THE ELECTRODE MANUFACTURER.
2.WELDING OF STRUCTURAL STEEL SHALL CONFORM TO AWS D1.1 USING APPROVED E70XX ELECTRODES.
3.ALL WELDING SHALL BE PERFORMED BY AN EXPERIENCED, CERTIFIED WELDER FOR THE TYPE OF WELD BEING
MADE.
4.TO ASSURE THE PROPER AMPERAGE AND VOLTAGE OF THE WELDING PROCESS, A HAND HELD CALIBRATED AMP
AND VOLT METER SHALL BE USED BY THE FABRICATOR, ERECTOR, AND INSPECTOR. AMPERAGE AND VOLTAGE
SHALL BE MEASURED NEAR THE ARC. TRAVEL SPEED AND ELECTRODE STICK OUT SHALL BE VERIFIED TO BE IN
COMPLIANCE WITH THE APPROVED WELDING PROCEDURE SPECIFICATION.
5.WELD LENGTHS CALLED FOR ON THE PLANS ARE NET EFFECTIVE WELD LENGTHS.
6.ALL FIELD WELDING SHALL BE CONTINUOUSLY INSPECTED BY A SPECIAL INSPECTOR QUALIFIED IN WELDING.
FIELD WELDING SHALL BE INDICATED ON THE SHOP DRAWINGS.
7.ALL SHOP WELDING SHALL BE CONTINUOUSLY INSPECTED BY A SPECIAL INSPECTOR QUALIFIED IN WELDING
UNLESS IT IS PERFORMED BY A LICENSED FABRICATOR APPROVED BY THE GOVERNING JURISDICTION.
8.SURFACES ON WHICH WELDS WILL BE DEPOSITED SHALL BE SMOOTH, UNIFORM, FREE FROM FINS, TEARS,
CRACKS, AND OTHER DISCONTINUITIES WHICH WOULD ADVERSELY AFFECT THE STRENGTH, DUCTILITY, OR
OTHER QUALITY OF THE WELD.
9.WELD SIZES NOT SPECIFIED SHALL BE CONTINUOUS FILLET WELDS WITH SIZES BASED ON AISC TABLE J2.4.
10.GRIND SMOOTH ALL EXPOSED WELDS TO AN APPEARANCE ACCEPTABLE BY THE ARCHITECT.
11.PARTIAL AND FULL PENETRATION GROOVE WELDS SHALL HAVE NON-DESTRUCTIVE (ULTRASONIC OR
RADIOGRAPHIC) TESTING PERFORMED. THE RATE OF TESTING SHALL BE 100% BUT MAY BE REDUCED AS
ALLOWED BY AWSD1.1.
12.STRUCTURAL STEEL FRAMING MEMBERS SHALL BE SUPPORTED DURING FIELD WELDING. SUPPORTS SHALL
REMAIN IN PLACE UNTIL STEEL TEMPERATURE HAS RETURNED TO AIR TEMPERATURE.
13.BOLTS, NUT, AND RODS SHALL NOT BE WELDED OR HEATED EXCEPT FOR A36 AND A307 AND THOSE ONLY WITH
THE APPROVAL OF THE ENGINEER OF RECORD.
14.STRUCTURAL STEEL SHALL NOT BE TACK WELDED TO REINFORCEMENT IN ANY WAY.
15.FOR WELDING AT PRIMARY MEMBERS AND CONNECTIONS OF THE SEISMIC FORCE RESISTING SYSTEM (BRACED
FRAMES, MOMENT FRAMES, DRAG CONNECTIONS, CHORD MEMBERS, ETC.) THE WELDING FILLER METAL SHALL
HAVE CHARPY V-NOTCH (CVN) TOUGHNESS OF 20 FOOT POUNDS AT MINUS 20 DEGREES FAHRENHEIT AND 40
FOOT POUNDS AT 70 DEGREES FAHRENHEIT (E70T4 IS PROHIBITED).
M:STRUCTURAL STEEL
1.ALL STRUCTURAL STEEL MATERIALS AND CONSTRUCTION SHALL CONFORM TO THE LATEST EDITION OF THE AISC
MANUAL OF STEEL CONSTRUCTION AND CODE OF STANDARD PRACTICE AND CHAPTER 22 OF THE BUILDING
CODE.
2.STRUCTURAL STEEL MEMBERS SHALL CONFORM TO THE FOLLOWING MATERIAL SPECIFICATIONS:
WIDE FLANGE MEMBERS A-992
CONTINUITY, SHEAR, & DOUBLER PLATES A-572
HSS TUBES A-500, GRADE B
STRUCTURAL PIPES A-53, TYPE E OR S, GRADE B
ALL OTHER SHAPES A-36
HIGH STRENGTH BOLTS A-325, SLIP CRITICAL
ANCHOR RODS F-1554, GRADE 36
TYPICAL BOLTS A-307
3.A-992 OR A-572 (GRADE 50) MATERIAL MAY BE SUBSTITUTED FOR A-36 MATERIAL AT CONTRACTOR'S OPTION.
4.STRUCTURAL STEEL DELIVERED TO THE JOB SITE SHALL BE FREE OF EXCESSIVE RUST, DIRT, GREASE, ETC.
5.ALL STEEL FABRICATION SHALL BE PERFORMED IN A SHOP APPROVED BY THE BUILDING DEPARTMENT. SHOP
AND ERECTION DRAWINGS SHALL CONTAIN ALL INFORMATION NECESSARY TO ERECT ALL STRUCTURAL STEEL IN
THE FIELD WITHOUT REFERRING TO THE STRUCTURAL DRAWINGS.
6.STUD ANCHORS SHALL BE NELSON STUD ANCHORS AND SHALL BE INSTALLED IN ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS. PROVIDE ½" STUD ANCHORS AT 32" O.C. AT ALL LOCATIONS WHERE
ATTACHMENT OF ARCHITECTURAL FINISHES REQUIRES THE USE OF SUCH ANCHORS.
7.INSTALLATION AND INSPECTION OF HIGH STRENGTH BOLTS SHALL CONFORM TO THE REQUIREMENTS OF THE
AISC SPECIFICATIONS FOR STRUCTURAL JOINTS. ASSEMBLE WITH HARDENED WASHERS UNDER THE NUT OR
BOLT HEAD, WHICHEVER IS THE ELEMENT USED IN TIGHTENING. CONTACT FACES AT CONNECTIONS WHERE HIGH
STRENGTH BOLTS ARE USED SHALL BE FREE OF ALL DEBRIS OR OTHER MATERIALS WHICH PREVENT A SOLID
CONNECTION.
8.ARCHITECTURALLY EXPOSED STRUCTURAL STEEL (AESS) SHALL CONFORM TO SECTION 10 OF THE AISC CODE OF
STANDARD PRACTICE. REFER TO THE ARCHITECTURAL DRAWINGS FOR LOCATIONS AND ADDITIONAL
APPEARANCE AND TOLERANCE REQUIREMENTS. GRIND SMOOTH ALL EXPOSED WELDS TO AN APPEARANCE
ACCEPTABLE BY THE ARCHITECT. REMOVE ALL TEMPORARY ERECTION CLIPS.
9.ALL STEEL SHALL BE PROTECTED AGAINST RUST EITHER BY PERMANENT ENCASEMENT, RUST INHIBITIVE PRIMER,
HOT DIP GALVANIZATION, ETC. BASED ON THE EXPECTED EXPOSURE AND RISK OF DETERIORATION.
10.PENETRATIONS OR OPENINGS SHALL NOT BE MADE IN STEEL MEMBERS UNLESS SHOWN ON APPROVED
STRUCTURAL PLANS. STEEL MEMBERS SHALL BE SHORED WHEN PERMISSIBLE HOLES ARE CUT WITH A TORCH
AFTER STEEL IS ERECTED. SUPPORTS SHALL REMAIN IN PLACE UNTIL STEEL TEMPERATURE HAS RETURNED TO
AIR TEMPERATURE.
11.STRUCTURAL STEEL SHALL BE PROTECTED AS REQUIRED CHAPTER 7 OF THE CBC AS DETERMINED BY THE
ARCHITECT. SEE ARCHITECTURAL DRAWINGS FOR FIRE PROTECTION REQUIREMENTS.
12.ALL EXPOSED ENDS OF STEEL MEMBERS SHALL BE CAPPED WITH A ¼" CAP PLATE UNLESS NOTED OTHERWISE
PER THE ARCHITECTURAL DRAWINGS.
13.LIGHT GAGE COLD FORMED STEEL MEMBERS SHALL CONFORM TO ASTM A-441.
14.ALL GROUT UNDER BASE PLATES SHALL BE SOLID DRY PACK OR NON-SHRINK GROUT PLACED AS DIRECTED BY
THE MANUFACTURER AND BE OF COMPRESSIVE STRENGTH EQUAL TO OR GREATER THAN THE CONCRETE OR
MASONRY SUPPORTING IT (4000 PSI MIN).
A: GENERAL
1.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY ALL DIMENSIONS, GRADE DATUMS, ELEVATIONS,
REQUIRED RETAINING WALLS, DEEPENED FOOTINGS, AND CONDITIONS AT THE JOB SITE PRIOR TO BIDDING AND
START OF CONSTRUCTION. VERIFY ALL DETAILS AND DIMENSIONS OF RELATED REQUIREMENTS ON ALL OTHER
CONSULTANT DRAWINGS WITH STRUCTURAL DRAWINGS FOR ANY CONFLICTS AND NOTIFY THE ENGINEER OF
RECORD AND ARCHITECT OF ANY DISCREPANCIES PRIOR TO START OF CONSTRUCTION.
2.THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ALL OTHER CONSULTANT DRAWINGS. THE
CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION AND VERIFICATION OF ALL WORK.
3.IF A CONFLICT OCCURS WITHIN THE STRUCTURAL DRAWINGS OR WITH ANY OTHER CONSULTANT DRAWINGS,
NOTIFY THE EOR IMMEDIATELY FOR CLARIFICATION OF THE INTENT OF THE CONTRACT DOCUMENTS.
4.DIMENSIONS SHALL NOT BE SCALED FROM STRUCTURAL DRAWINGS.
5.EXCEPT WHERE MORE STRINGENT REQUIREMENTS ARE NOTED OR SHOWN ON PLANS OR SPECIFICATIONS, ALL
MATERIALS AND CONSTRUCTION PRACTICES SHALL CONFORM TO THE REQUIREMENTS OF THE ADOPTED
VERSION OF THE CALIFORNIA BUILDING CODE AND ALL APPLICABLE STATE AND LOCAL ORDINANCES AS ADOPTED
BY THE GOVERNING JURISDICTION.
6.THE DESIGN AND SAFETY OF BRACING, SHORING, TEMPORARY SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OF
THE CONTRACTOR AND NOT WITHIN THE SCOPE OF THE ENGINEER. THAT CONTRACTOR IS RESPONSIBLE FOR
THE STABILITY OF THE STRUCTURE PRIOR TO THE COMPLETION OF THE COMPLETE BUILDING PER PERMITTED
STRUCTURAL PLANS. OBSERVATION VISITS TO THE SITE BY THE STRUCTURAL ENGINEER SHALL NOT IMPLY THE
ASSUMPTION OF ANY RESPONSIBILITY IN THIS REGARD.
7.ALL DIMENSIONS OF DOORS, OPENINGS, WALLS, ETC. SHALL BE DETERMINED FROM THE ARCHITECTURAL
DRAWINGS, SHOP DRAWINGS, EQUIPMENT DATA, OR DOCUMENTS PROVIDED BY OTHER CONSULTANTS.
8.PENETRATIONS, OPENINGS, SLEEVES, VARIATIONS IN STRUCTURAL SLAB ELEVATIONS, DEPRESSED AREAS,
DEEPENED FOOTINGS, AND ALL OTHER ARCHITECTURAL, MECHANICAL, ELECTRICAL, PLUMBING, AND CIVIL
REQUIREMENTS MUST BE COORDINATED BEFORE THE CONTRACTOR PROCEEDS WITH CONSTRUCTION.
9.STRUCTURAL MEMBERS SHALL NOT BE CUT OR NOTCHED UNLESS SPECIFICALLY DETAILED ON THESE PLANS.
10.NO SUBSTITUTION OF STRUCTURAL MEMBERS OR HARDWARE MAY OCCURS UNLESS ALTERNATES ARE
APPROVED IN WRITING BY THE ARCHITECT, OWNER, AND STRUCTURAL ENGINEER.
11.ANY REFERENCE TO THE WORDS "APPROVED" OR "APPROVAL" IN DOCUMENTS SHALL BE DEFINED TO MEAN
GENERAL ACCEPTANCE OR REVIEW AND SHALL NOT RELIEVE THE CONTRACTOR AND HIS SUBCONTRACTORS OF
ANY LIABILITY IN FURNISHING THE REQUIRED MATERIALS OR LABOR SPECIFICATIONS AND COORDINATING THE
REQUIRED MATERIALS OR LABOR SPECIFICATIONS WITH OTHER TRADES.
12.WHERE A DETAIL, SECTION, OR NOTE IS SHOWN FOR ONE CONDITION, IT SHALL APPLY FOR ALL LIKE OR SIMILAR
CONDITIONS UNLESS OTHERWISE NOTED. DETAILS MARKED "TYPICAL" SHALL APPLY IN ALL CASES UNLESS
SPECIFICALLY INDICATED OTHERWISE. WHERE NO SPECIFIC DETAIL IS SHOWN, THE CONSTRUCTION SHALL BE
IDENTICAL OR SIMILAR TO LIKE CASES OF CONSTRUCTION.
13.CONNECTIONS OF ALL ITEMS SUPPORTED BY THE PRIMARY BUILDING STRUCTURE ARE THE RESPONSIBILITY OF
THE DISCIPLINES WHICH MAKE THESE ATTACHMENTS. COORDINATE ALL ATTACHMENTS WITH ARCHITECTURAL
AND STRUCTURAL PLANS.
14.IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO LOCATE ALL EXISTING UTILITIES, WHETHER
INDICATED ON THE CONTRACT DRAWINGS OR NOT, AND TO PROTECT THEM FROM DAMAGE.
15.VIBRATION EFFECTS OF MECHANICAL AND / OR ANY OTHER EQUIPMENT OR HUMAN ASSEMBLY HAVE NOT BEEN
CONSIDERED BY THE STRUCTURAL ENGINEER.
16.FLOOR SYSTEMS HAVE NOT BEEN DESIGNED FOR EXCESSIVE LOAD CONCENTRATIONS SUCH AS WATER BEDS.
ENGINEER OF RECORD SHALL BE NOTIFIED PRIOR TO CONSTRUCTION IF ANY EXTRAORDINARY HEAVY OBJECTS
ARE TO BE INSTALLED.
17.ALL EXPOSED STEEL OR METAL FASTENERS SHALL BE HOT DIP GALVANIZED OTHERWISE PROTECTED FROM THE
EFFECTS OF WEATHER EXPOSURE.
18.NO CHANGES ARE TO BE MADE TO THESE DRAWINGS AND SPECIFICATIONS WITHOUT THE WRITTEN CONSENT OF
A LICENSED ENGINEER UNDER THE EMPLOYMENT OF JKL STRUCTURAL ENGINEERING, INC.
SEE HANGER CALLOUTS FOR GIRDER TRUSSES
B:FRAMING
1.ALL FRAMING SHALL CONFORM TO THE GRADES AS SET FORTH BY THE W.C.L.I.B. OR W.W.P.A. AND THE CBC. ALL
LUMBER SHALL BEAR THE GRADE STAMP OF AN APPROVED TESTING AGENCY, EXCEPT ARCHITECTURALLY
EXPOSED LUMBER.
2.ALL LUMBER USED FOR STRUCTURAL PURPOSES SHALL BE DOUGLAS FIR LARCH AND COMPLY WITH DOC PS20.
3.ALL WOOD IN CONTACT WITH THE GROUND, A MASONRY OR CONCRETE FOUNDATION WALL, OR SLAB ON GRADE
SHALL BE PRESSURE TREATED IN ACCORDANCE WITH CBC 2304.12.
4.ALL CONVENTIONALLY FRAMED PORTIONS OF THE STRUCTURE SHALL BE BUILT IN ACCORDANCE WITH CBC
SECTION 2308.
5.THE MINIMUM GRADE OF LUMBER SHALL BE AS FOLLOWS, UNLESS NOTED OTHERWISE:
SILL PLATES P.T.D.F. STANDARD AND BETTER
2X4 STANDARD AND BETTER OR STUD GRADE
3X DF-L #2
2X6 TO 2X14 DF-L #2
4X12 OR SMALLER DF-L #2
4X14 OR LARGER DF-L #2
6X AND 8X DF-L #1
6.ALL LUMBER SHALL HAVE MOISTURE CONTENT OF LESS THAN 19% PRIOR TO ENCLOSING WALL AND FLOOR
FRAMING. THREE RANDOM MOISTURE READINGS PER CGBC 4.505.3 SHALL BE PERFORMED AND SUBMITTED TO
THE CITY BUILDING OFFICIAL.
7.NAILING SHALL BE PER CBC TABLE 2304.10.1 UNLESS NOTED OTHERWISE.
8.TIMBER CONNECTORS AND FASTENERS SHALL BE IN ACCORDANCE WITH CBC 2304.10.
9.PRE-DRILL AS REQUIRED TO PREVENT WOOD SPLITTING.
10.PROVIDE 1X6 DIAGONAL LET-IN BRACING AT 25 FEET ON CENTER FOR STUD WALLS NOT FULLY SHEATHED. NAIL
WITH TWO 8d'S PER STUD AND 3-8d'S AT EACH END TO TOP PLATE / SILL PLATE.
11.PROVIDE SINGLE JOIST BELOW NON-BEARING PARTITIONS PARALLEL TO FLOOR FRAMING. PROVIDE DOUBLE
JOISTS BELOW BEARING PARTITIONS PARALLEL TO FLOOR FRAMING, UNLESS NOTED OTHERWISE.
12.WHERE PIPES ARE PLACED IN OR PARTLY IN A PARTITION AND NECESSITATE THE CUTTING OF THE SOLES OR
PLATES, A METAL TIE NOT LESS THAN 0.058" X 1.5" WIDE SHALL BE FASTENED TO EACH PLATE ACROSS AND TO
EACH SIDE OF THE OPENING WITH NOT LESS THAN 6-16D NAILS.
13.ALL STRUCTURAL SHEATHING (PLYWOOD OR OSB) SHALL BE IDENTIFIED WITH THE GRADE TRADEMARK OF APA -
THE ENGINEERED WOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF PRODUCTS STANDARD PS 1-09,
PS2-10 OR APA PRP 108. ALL SHEATHING WHICH HAS ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE
WEATHER SHALL BE OF THE EXTERIOR TYPE. SPAN RATING SHALL NEVER BE LESS THAN THE ON CENTER
SPACING OF SUPPORTS. SHEATHING LESS THAN 24 INCHES IN ANY DIMENSION SHALL NOT BE USED IN
STRUCTURAL APPLICATIONS. SPACING OF 1/8" IS RECOMMENDED AT PANEL ENDS AND EDGES.
ROOF SHEATHING:
19/32" APA RATED SHEATHING, EXP 1, 32/16 SPAN RATING WITH 8d COMMON @ 6" O.C. AT SHEATHING EDGES
AND 12" O.C. AT INTERMEDIATE SUPPORTS. LAY SHEATHING WITH FACE GRAIN OR STRENGTH AXIS
PERPENDICULAR TO SUPPORTS AND CONTINUOUS OVER TWO OR MORE SPANS.
FLOOR / DECK SHEATHING:
23/32" APA RATED STURD-I-FLOOR SHEATHING, EXP 1, WITH MINIMUM SPAN RATING OF 24" O.C. SHEATHING
SHALL BE GLUED PER APA AFG-01 OR ASTM D3498 AND NAILED WITH 10d COMMON (OR 10d RING SHANK /
SCREW SHANK) @ 6" O.C. AT SHEATHING EDGES AND 12" O.C. AT INTERMEDIATE SUPPORTS. SIMPSON
QUICK DRIVE SCREWS (ER-1472) MAY BE SUBSTITUTED FOR THE 10d COMMON NAILING. LAY SHEATHING
WITH FACE GRAIN OR STRENGTH AXIS PERPENDICULAR TO SUPPORTS AND CONTINUOUS OVER TWO OR
MORE SPANS. USE ADHESIVE MEETING APA SPECIFICATION AFG-01 OR ASTM D-3498, APPLIED IN
ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS.
DESIGN CRITERIA
BUILDING CODE:
2022 CALIFORNIA BUILDING CODE
WIND DESIGN DATA:
WIND SPEED (ULTIMATE) = 110 MPH
WIND RISK CATEGORY = II
WIND EXPOSURE = C
INTERNAL PRESSURE COEFFICIENT = ± 0.18
SEISMIC DESIGN DATA:
SS = 1.925; S1 = 0.686; SMS = 2.31; SDS = 1.54
SEISMIC IMPORTANCE FACTOR = 1.0
RISK CATEGORY = II
SEISMIC DESIGN CATEGORY = D
SITE CLASS = D
REDUNDANCY FACTOR = 1.0
ANALYSIS PROCEDURE:EQUIVALENT LATERAL FORCE PROCEDURE
SEISMIC FORCE RESISTING SYSTEM:
LIGHT-FRAME (WOOD) WALLS SHEATHED W/ WOOD STRUCTURAL PANELS RATED FOR SHEAR RESISTANCE
CS = 0.237; R = 6.5
LOADING:
DEAD LOAD:LIVE LOAD:
ROOF = 21 PSF; FLOOR = 19 PSF ROOF = 20 PSF;FLOOR = 40 PSF
GEOTECHNICAL INFORMATION:
GEOTECHNICAL ENGINEER:CAL LAND ENGINEERING, INC.
SOIL REPORT #:23-009-018GE
SOIL REPORT DATE:JUNE 17, 2024
BEARING CAPACITY =2,000 PSF
ABBREVIATIONS
ABBREVIATION DESCRIPTION
AB ANCHOR BOLT
ADD'L ADDITIONAL
ADJ ADJACENT
ABV ABOVE
ALT ALTERNATE
ARCH ARCHITECTURAL
B BOTTOM
BLDG BUILDING
BLKG BLOCKING
BLW BELOW
BM BEAM
BN BOUNDARY NAILING
BOT BOTTOM
BRG BEARING
C CAMBER
CANT CANTILEVER
CB CEILING BEAM
CBC CALIFORNIA
BUILDING CODE
CJ CEILING JOIST
CL CENTERLINE
CLG CEILING
CLR CLEAR
CMU CONCRETE
MASONRY UNIT
COL COLUMN
CONC CONCRETE
CONN CONNECT, CONNECTION
CONT CONTINUOUS
D DEEP, DEPTH
DF DOUGLAS FIR LARCH
DIA DIAMETER
DIM DIMENSION
DJ DECK JOIST
DL DEAD LOAD
DT DRAG TRUSS
DWG DRAWING(S)
E OR EXIST EXISTING
EA EACH
ELEV ELEVATION
ENGR ENGINEER
EQ EQUAL
ES EACH SIDE
EW EACH WAY
EXT EXTERIOR
FND FOUNDATION
FF FINISH FLOOR
FG FINISH GRADE
FH FULL HEIGHT
FJ FLOOR JOIST
ABBREVIATION DESCRIPTION
FL FLUSH
FLR FLOOR
F.O.B.FACE OF BEAM
F.O.W.FACE OF WALL
FRG FRAMING
FTG FOOTING
FT FOOT (FEET)
GA GAGE
GALV GALVINIZED
G.C.GENERAL CONTRACTOR
GET GABLE END TRUSS
GLB GLU LAM BEAM
GT GIRDER TRUSS
H OR HT HEIGHT
HB HIP BEAM
HD HOLD DOWN STRAP
OR DEVICE
HDR HEADER
HGR OR HNGR HANGER
HOR HORIZONTAL
HSS HOLLOW STRUCTURAL
STEEL (TUBE)
INT INTERIOR
INV INVERTED
JST JOIST
K KIP (1000 POUNDS)
KP KING POST
KS KING STUD
LL LIVE LOAD
LSL LAMINATED STRAND
LUMBER
LVL LAMINATED VENEER
LUMBER
MANUF MANUFACTURER,
MANUFACTURED
MAX MAXIMUM
MB MACHINE BOLT
MIN MINIMUM
ML MICROLLAM
MULT MULTIPLE
N NEW
NG NATURAL OR
COMPACTED GRADE
NTS NOT TO SCALE
O/OVER
O.C.ON CENTER
OD OUTSIDE DIAMETER
PERP PERPENDICULAR
PSL PARALLAM
PT POST TENSION
SHEET INDEX
S0 STRUCTURAL SPECIFICATIONS
S1 DUPLEX FOUNDATION PLAN
S2 DUPLEX SECOND FLOOR FRAMING PLAN
S3 DUPLEX THIRD FLOOR FRAMING PLAN
S4 DUPLEX ROOF FRAMING PLAN
SD1 STRUCTURAL DETAILS
SD2 STRUCTURAL DETAILS
SD3 STRUCTURAL DETAILS
SD4 STRUCTURAL DETAILS
SD5 STRUCTURAL DETAILS
P:STRUCTURAL OBSERVATION
1.STRUCTURAL OBSERVATION MEANS THE VISUAL OBSERVATION OF THE VISIBLE STRUCTURAL SYSTEM, FOR
GENERAL CONFORMANCE TO THE APPROVED PLANS AND SPECIFICATIONS, AT SIGNIFICANT CONSTRUCTION
STAGES AND AT COMPLETION OF THE STRUCTURAL SYSTEM.
2.STRUCTURAL OBSERVATION DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY FOR THE INSPECTIONS REQUIRED
BY CBC SECTION 110, 1704, OR OTHER SECTION OF THE APPLICABLE CODE AND APPROVED PLANS.
3.STRUCTURAL OBSERVATION IS REQUIRED AT THE FOLLOWING SIGNIFICANT STAGES OF CONSTRUCTION:
A.FOUNDATION GEOMETRY, HARDWARE AND REBAR PRIOR TO POURING OF CONCRETE.
B.STRUCTURAL FRAMING PRIOR TO COVERING OR INSULATION.
4.THE OWNER SHALL EMPLOY THE ENGINEER OF RECORD OR HIS DESIGNEE TO PERFORM STRUCTURAL
OBSERVATION.
5.THE CONTRACTOR SHALL BE RESPONSIBLE FOR SCHEDULING STRUCTURAL OBSERVATIONS WITH JKL STRUCTURAL,
INC. A MINIMUM OF 3 BUSINESS DAYS ADVANCE NOTICE IS REQUIRED TO SCHEDULE OBSERVATIONS.
ABBREVIATION DESCRIPTION
PTDF PRESSURE TREATED
DOUGLAS FIR
PLYWD PLYWOOD
PSI POUNDS PER
SQUARE INCH
PSF POUNDS PER
SQUARE FOOT
RAFT RAFTER
RB RIDGE BEAM
RR ROOF RAFTER
REINF REINFORCEMENT
RF ROOF
REQ'D REQUIRED
REQ'T REQUIREMENT
RT ROOF TRUSS(ES)
SAD SEE ARCHITECTURAL
DRAWINGS
SCHED OR SCH SCHEDULE
SEL SELECT
SHR SHEAR
SHTG SHEATHING
SIM SIMILAR
SIMP SIMPSON
SPECS SPECIFICATIONS
SQ SQUARE
STAGG STAGGERED
STD STANDARD
STL STEEL
STRUCT STRUCTURAL
SW SHEAR WALL OR
STRONG WALL
SYM SYMMETRICAL
T TOP
TOC TOP OF CURB
TOS TOP OF SLAB
OR TOP OF STEEL
T&G TONGUE AND GROOVE
THK THICK
TRIM OR TR TRIMMER
TS TIMBERSTRAND
TYP TYPICAL
UNO UNLESS NOTED
OTHERWISE
V OR VERT VERTICAL
VB VALLEY BEAM
VIF VERIFY IN FIELD
WD WOOD
WT WEIGHT
W/WITH
W/O WITHOUT
MANUFACTURER ILEVEL LOUISIANA PACIFIC BOISE CASCADE ROSEBURG
ICC-ES REPORT ESR-1153 ESR-1305 ESR-1336 ESR-1251
DEPTH
1178"
14"/16"
TJI 210 LPI 36 BCI 6000-1.7 RFPI-400
TJI 360 LPI 56 BCI 60-2.0 RFPI-70
TJI 560 -BCI 90-2.0 RFPI-90
LPI 32 PLUS
LPI 56
-
TJI 210
TJI 360
TJI 560
BCI 6000-1.8
BCI 60-2.0
-
RFPI-400
RFPI-70
RFPI-90
TYP. ROOF & FLOOR SHEATHING LAYOUT
WALL SHEATHING SHALL BE INSTALLED
PERPENDICULAR TO FRAMING MEMBERS
W/ GLUE PER APA AFG-01 OR ASTM D3498
BN AT ALL
SHEATHING
EDGES (MIN 38" EDGE DISTANCE)
OFFSET SECOND ROW
OF SHEATHING BY LENGTH
OF ONE PANEL
FIELD NAILING
ADD BLKG. AT
BLOCKED DIAPHRAGMS
EN TO MATCH BN
FRAMING MEMBERS
H:ENGINEERED LUMBER
1.FOLLOW ALL MANUFACTURER RECOMMENDATIONS FOR DRILLING, NOTCHING, HANDLING, STORAGE, BRACING,
AND ERECTION OF PREFABRICATED FRAMING MEMBERS.
2.1.25" AND 1.5" WIDE LSL RIM MANUFACTURERS (AND APPROVAL REPORTS) ARE: TRUS JOIST (ICC ESR-1387). LSL
RIMS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: SPECIFIC GRAVITY = 0.5; E = 1,300,000 PSI; Fb = 1,700
PSI; Fcperp = 680 PSI; Fv = 400 PSI; AND VERTICAL LOAD CAPACITY = 4250 PLF
3.LSL BEAMS (1.75" AND WIDER) MANUFACTURER (AND APPROVAL REPORTS) ARE: TRUS JOIST (ICC ESR-1387). LSL
BEAMS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: SPECIFIC GRAVITY = 0.5; E = 1,550,000 PSI; Fb =
2,325 PSI; Fcperp = 800 PSI; AND Fv = 400 PSI.
4.ML BEAM MANUFACTURER (AND APPROVAL REPORTS) ARE: TRUS JOIST MICROLLAM (ICC ESR-1387), BOISE
CASCADE VERSALAM (ICC ESR-1040), AND LOUSIANA PACIFIC LPLVL (ICC ESR-1254). ML BEAMS SHALL HAVE THE
FOLLOWING MINIMUM PROPERTIES: SPECIFIC GRAVITY = 0.5; E = 1,900,000 PSI; Fb = 2,600 PSI; Fcperp = 750 PSI;
AND Fv = 285 PSI.
5.PSL BEAM MANUFACTURER (AND APPROVAL REPORTS) ARE: TRUS JOIST PARALLAM (ICC ESR-1387). PSL BEAMS
SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES: SPECIFIC GRAVITY = 0.5; E = 2,000,000 PSI; Fb = 2,900 PSI;
Fcperp = 750 PSI; AND Fv = 290 PSI.
6.I-JOIST MANUFACTURERS (AND APPROVAL REPORTS) ARE: ILEVEL (ICC ESR-1153); LOUSIANA PACIFIC (ICC
ESR-1305); BOISE CASCADE (ICC ESR-1336), ROSEBURG (ICC ESR-1251). SEE TABLE BELOW FOR ALLOWABLE
JOIST SUBSTITUTIONS.
G:GLUED-LAMINATED BEAMS
1.GLUED LAMINATED BEAMS SHALL CONFORM TO THE "AMERICAN NATIONAL STANDARD FOR STRUCTURAL GLUED
LAMINATED TIMBER", AITC / APA-EWS 117, ANSI / AITC A-190.1 AND ALL APPROVED SUPPLEMENTS THEREOF.
2.INDIVIDUAL LAMINATIONS SHALL NOT EXCEED 2" IN THICKNESS.
3.SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR 24F V-4 AND CANTILEVER SPANS SHALL BE DOUGLAS FIR 24F V-8.
4.WHERE SIZES OF 318" WIDE OR 518" WIDE ARE SPECIFIED, WIDTHS OF 3.5" AND 5.5", RESPECTIVELY, MAY BE
SUBSTITUTED.
5.BEAMS SHALL BEAR A LEGIBLE APA-EWS OR AITC GRADE STAMP.
6.APPROVED INSPECTION CERTIFICATES SHALL BE SUBMITTED TO THE BUILDING INSPECTOR OR BUILDING
DEPARTMENT PRIOR TO ERECTION. CERTIFICATES SHALL INCLUDE THE QUALITY CONTROL INSPECTION DATA.
7.END OF BEAMS SHALL BE SEALED AND BEAMS SHALL BE LOAD WRAPPED FOR PROTECTION PRIOR TO
CONSTRUCTION. STORAGE OF GLB'S SHALL COMPLY WITH AITC 111-79.
8.GLB'S PERMANENTLY EXPOSED TO WEATHER OR MOISTURE SHALL BE FACTORY PRESSURE TREATED.
9.ALL GLB'S BEAMS SHALL HAVE STANDARD CAMBER (RADIUS OF 3,500 FEET), UNLESS NOTED OTHERWISE.
10.MOISTURE CONTENT IN SERVICE SHALL BE BETWEEN 8% AND 12%.
11.BEAMS SHALL CONFORM TO APA-EWS OR AITC FRAMING OR INDUSTRIAL GRADE APPEARANCE, UNLESS NOTED
OTHERWISE.
12.REFER TO ARCHITECTURAL PLANS FOR FINISH OF ARCHITECTURALLY EXPOSED GLB'S (ARCHITECTURAL OR
PREMIUM GRADE APPEARANCE CLASSIFICATION).
13.GLB'S SHALL MEET THE FOLLOWING MINIMUM ALLOWABLE STRESS REQUIREMENTS:
FLEXURAL STRESS 2,400 PSI
TENSION PARALLEL TO GRAIN 1,100 PSI
COMPRESSION PARALLEL TO GRAIN 1,650 PSI
HORIZONTAL SHEAR PERP. TO WIDE FACE 240 PSI
MODULUS OF ELASTICITY 1,800,000 PSI
COMPRESSION PERP TO GRAIN 650 PSI
F:REBAR
1.ALL REBAR SHALL CONFORM TO ASTM A-615 (GRADE 40 FOR SIZES #3 AND #4; GRADE 60 FOR SIZES #5 AND
LARGER).
2.WELDED WIRE MESH / FABRIC SHALL CONFORM TO ASTM A-185 (GRADE 65) AND BE LAPPED 1.5 SPACES (12"
MINIMUM) FOR PLAIN WIRE AND ASTM A-497 (GRADE 75) FOR DEFORMED BAR.
3.REINFORCING STEEL TO BE WELDED SHALL CONFORM TO ASTM A-706.
4.DETAILS OF REINFORCING SHALL CONFORM TO THE CURRENT ACI CODE.
5.REINFORCING BAR BENDS SHALL BE BENT COLD.
6.WELDING OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH AWS D1.4. USE LOW HYDROGEN ELECTRODES
AND PREHEAT. NO WELDING SHALL BE DONE AT THE BEND IN A BAR.
7.SPLICES OF HORIZONTAL BARS IN WALLS AND FOOTINGS SHALL BE STAGGERED AT LEAST 48" MINIMUM.
D:CONCRETE
1.CONCRETE MIXES SHALL BE DESIGNED BY A RECOGNIZED TESTING LABORATORY AND SHALL BE STAMPED AND
SIGNED BY A LICENSED CIVIL OR STRUCTURAL ENGINEER.
2.THE CONCRETE SUPPLIER SHALL BEAR THE RESPONSIBILITY THAT THE MIX DESIGN WILL ATTAIN THE REQUIRED
SPECIFIED STRENGTH AND SHRINKAGE CHARACTERISTICS.
3.CEMENT SHALL BE PORTLAND CEMENT CONFORMING TO ASTM C-150 TYPE II. SEE SOILS REPORT FOR SULFATE
CONTENT. WHERE SEVERE OR VERY SEVERE SULFATE EXPOSURE EXISTS, TYPE V CEMENT SHALL BE USED AND
CONCRETE MIX SHALL CONFORM TO THE REQUIREMENTS OF ACI 318-14 TABLE 19.3.1.1 AND 19.3.2.1
4.MAXIMUM SLUMP OF NORMAL WEIGHT CONCRETE SHALL NOT EXCEED 4".
5.READY MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C-94.
6.AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C-33.
7.AGGREGATES FOR LIGHT WEIGHT CONCRETE SHALL CONFORM TO ASTM C-330.
8.THE MINIMUM ULTIMATE COMPRESSIVE STRENGTH AT 28 DAYS SHALL BE 2500 PSI (3000 PSI FOR FOOTINGS AND
GRADE BEAMS OF THREE STORY AND TALLER STRUCTURES) UNLESS OTHERWISE NOTED.
9.SPECIAL INSPECTION IS REQUIRED ON CONCRETE WORK WHERE THE SPECIFIED ULTIMATE COMPRESSIVE
DESIGN STRENGTH EXCEEDS 2500 PSI.
10.REFER TO REQUIREMENTS IN ACI 318-14 TABLES 19.3.1.1, 19.3.2.1, & 19.3.3.1 FOR CONCRETE EXPOSED TO FROST,
DEICING CHEMICALS, SULFATE, CORROSION, OR OTHER SPECIAL EXPOSURE CONDITIONS.
11.FORMS SHALL BE REMOVED IN SUCH A MANNER AS NOT TO IMPAIR SAFETY AND SERVICEABILITY OF THE
STRUCTURE. CONCRETE TO BE EXPOSED BY FORM REMOVAL SHALL HAVE SUFFICIENT STRENGTH NOT TO BE
DAMAGED BY REMOVAL OF FORMS.
C:SUBGRADE AND FOUNDATION
1.THE FOUNDATION DESIGN IS BASED UPON THE GEOTECHNICAL REPORT REFERENCED IN THE DESIGN CRITERIA
SECTION OF THIS SHEET. THE CONTRACTOR SHALL BE RESPONSIBLE FOR FOLLOWING ALL REQUIREMENTS SET
FORTH BY THE REFERENCED GEOTECHNICAL REPORT AND MAINTAIN A COPY ON THE JOB SITE AT ALL TIMES.
2.THE GEOTECHNICAL REPORT IN ITS ENTIRETY SHALL BE MADE A PART OF THE CONTRACT DOCUMENTS.
3.THE ENGINEER OF RECORD SHALL BE INFORMED OF ANY CHANGES IN DESIGN CRITERIA MADE BY THE SOIL
ENGINEER IN THE COURSE OF CONSTRUCTION.
4.ALL FOOTINGS AND SLABS SHALL BE FOUNDED ON COMPACTED FILL APPROVED BY THE GEOTECHNICAL
ENGINEER. CONTRACTOR SHALL PROVIDE BUILDING INSPECTOR WITH COMPACTION REPORTS AND WRITTEN
APPROVAL OF COMPACTED FILL FROM THE GEOTECHNICAL ENGINEER FOR ALL REQUIRED FILL.
5.ALL COMPACTED FILL SHALL BE PLACED IN AN APPROVED MANNER WITH A MINIMUM RELATIVE COMPACTION OF
90% IN ACCORDANCE WITH ASTM D-1557.
6.THE GEOTECHNICAL ENGINEER SHALL INSPECT AND APPROVE ALL FOUNDATION EXCAVATIONS, FILLING, BACK
FILLING, AND BUILDING PADS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SHORING NECESSARY TO
SUPPORT CUT AND/OR FILL SECTIONS DURING EXCAVATION, AND SHORING FOR FORMING AND PLACEMENT OF
CONCRETE.
7.THE GEOTECHNICAL ENGINEER SHALL INSPECT AND APPROVE ALL FOUNDATION TRENCHES PRIOR TO CALLING
FOR CITY FOUNDATION INSPECTION AND PLACING REINFORCING AND/OR CONCRETE. THE CONTRACTOR SHALL
SUBMIT THE GEOTECHNICAL ENGINEER'S WRITTEN APPROVAL OF THE FOUNDATION TRENCHES TO THE CITY
BUILDING INSPECTOR.
8.ALL RETAINING WALLS HAVE BEEN DESIGNED FOR A FREE DRAINING CONDITION. DESIGN OF THE DRAINAGE
SYSTEM SHALL BE BY OTHERS AND SHALL MEET THE REQUIREMENTS OF THE SOILS REPORT. BACK FILL AGAINST
WALLS SHALL BE PLACED EVENLY AGAINST BOTH SIDES OF WALLS UNTIL THE LOWER GRADE IS REACHED.
BACKFILL SHALL BE ACCOMPLISHED IN SUCH A MANNER AS TO NOT CAUSE A SURCHARGE ON THE RETAINING
WALL.
9.SOIL CORROSIVENESS SHALL BE DETERMINED BY THE GEOTECHNICAL ENGINEER. WHERE REQUIRED,
MITIGATION MEASURES FOR CORROSIVE SOILS SHALL BE PROVIDED BY A GEOTECHNICAL ENGINEER, CORROSION
ENGINEER, OR OTHER EXPERT IN THE MITIGATION MEASURES.
E:CONCRETE MASONRY
1.ALL CONCRETE MASONRY MATERIALS AND CONSTRUCTION SHALL BE IN ACCORDANCE WITH CBC CHAPTER 21.
2.CONCRETE MASONRY UNITS SHALL CONFORM ASTM C-90. CONCRETE BRICK SHALL CONFORM TO ASTM C55,
SPECIFICATIONS FOR CONCRETE BUILDING BRICK.
3.SOLID GROUT ALL CELLS UNLESS NOTED OTHERWISE.
4.CLEANOUTS REQUIRED AT THE BOTTOM OF ALL CELLS TO BE FILLED FOR POURS EXCEEDING 4 FEET IN HEIGHT.
5.MORTAR SHALL BE TYPE M OR S AS APPLICABLE AND CONFORMING WITH ASTM C270 AND SHALL BE
PROPORTIONED PER ARTICLE 2.1 & 2.6A OF SPECIFICATION FOR MASONRY STRUCTURES (TMS 602-16/ACI
530.1-16/ASCE 6-16).
6.GROUT SHALL COMPLY WITH ARTICLE 2.2 & 2.6B OF TMS 602-16/ACI 530.1-16/ASCE 6-16 AND SHALL ATTAIN A
MINIMUM COMPRESSION STRENGTH AT 28 DAYS OF 2000 PSI OR THE REQUIRED COMPRESSION, F'M, WHICHEVER
IS GREATER. THE COMPRESSIVE STRENGTH OF GROUT SHALL BE DETERMINED IN ACCORDANCE WITH ASTM
C-1019.
7.GROUT SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2,000 PSI AT 28 DAYS.
8.GRADE N CONCRETE BRICKS SHALL BE USED AS ARCHITECTURAL VENEER AND GRADE S CONCRETE BRICKS
SHALL BE FOR GENERAL USE AND RESISTANCE TO FROST AND MOISTURE PENETRATION IS REQUIRED.
Q:FASTENING SCHEDULE (PER SECTION 2304.10.1, TABLE 2304.10.1)
FOR SI:1 INCH = 25.4MM
A.COMMON OR BOX NAILS ARE PERMITTED TO BE USED EXCEPT WHERE OTHERWISE STATED.
B.NAILS SPACED AT 6 INCHES ON CENTER AT EDGES, 12 INCHES AT INTERMEDIATE SUPPORTS EXCEPT 6 INCHES AT
SUPPORTS WHERE SPANS ARE 48 INCHES OR MORE. FOR NAILING OF WOOD STRUCTURAL PANEL AND
PARTICLEBOARD DIAPHRAGMS AND SHEAR WALLS, REFER TO SECTION 2305. NAILS FOR WALL SHEATHING ARE
PERMITTED TO BE COMMON, BOX OR CASING.
C.COMMON OR DEFORMED SHANK. (6d-2" X 0.113"; 8d-212" X 0.131"; 10d-3" X 0.148").
D.COMMON (6d-2" X 0.113"; 8d-212" X 0.131"; 10d-3" X 0.148").
E.DEFORMED SHANK. (6d-2" X 0.113"; 8d-212" X 0.131"; 10d-3" X 0.148").
F.CORROSION-RESISTANT SIDING (6d-178" X 0.106"; 8d-238" X 0.128") OR CASING (6d-2" X 0.099"; 8d-212" X 0.113") NAIL.
G.FASTENERS SPACED 3 INCHES ON CENTER AT EXTERIOR EDGES AND 6 INCHES ON CENTER AT INTERMEDIATE
SUPPORTS, WHEN USED AS STRUCTURAL SHEATHING. SPACING SHALL BE 6 INCHES ON CENTER ON THE EDGES
AND 12 INCHES ON CENTER AT INTERMEDIATE SUPPORTS FOR NONSTRUCTURAL APPLICATIONS.
H.CORROSION-RESISTANT ROOFING NAILS WITH 716 INCH DIAMETER HEAD AND 112 INCH LENGTH FOR 12 INCH
SHEATHING AND 134 INCH LENGTH FOR 2532 INCH SHEATHING.
J.CASING (112" X 0.080") OR FINISH (112" X 0.072") NAILS SPACED 6 INCHES ON PANEL EDGES, 12 INCHES AT
INTERMEDIATE SUPPORTS.
K.PANEL SUPPORTS AT 24 INCHES. CASING OR FINISH NAILS SPACED 6 INCHES ON PANEL EDGES, 12 INCHES AT
INTERMEDIATE SUPPORTS.
L.FOR ROOF SHEATHING APPLICATIONS, 8d NAILS (212" X 0.113") ARE THE MINIMUM REQUIRED FOR WOOD
STRUCTURAL PANELS.
N.FOR ROOF SHEATHING APPLICATIONS, FASTENERS SPACED 4 INCHES ON CENTER AT EDGES, 8 INCHES AT
INTERMEDIATE SUPPORTS.
O.FASTENERS SPACED 4 INCHES ON CENTER AT EDGES, 8 INCHES AT INTERMEDIATE SUPPORTS FOR SUBFLOOR
AND WALL SHEATHING AND 3 INCHES ON CENTER AT EDGES, 6 INCHES AT INTERMEDIATE SUPPORTS FOR ROOF
SHEATHING
FASTENING
3-8d COMMON (212" X 0.131")
3-3" X 0.131" NAILS
LOCATION
TOENAIL
CONNECTION
1.JOIST TO SILL OR GIRDER
A
2-8d COMMON (212" X 0.131")
2-3" X 0.131" NAILS
2.BRIDGING TO JOIST TOENAIL EACH END
3.1" X 6" SUBFLOOR OR LESS TO EACH JOIST 2-8d COMMON (212" X 0.131")FACE NAIL
4.WIDER THAN 1" X 6" SUBFLOOR TO EACH JOIST 3-8d COMMON (212" X 0.131")FACE NAIL
5.2" SUBFLOOR TO JOIST OR GIRDER 2-16d COMMON (312" X 0.162")BLIND AND FACE NAIL
6.SOLE PLATE TO JOIST OR BLOCKING 16d (312" X 0.135") AT 16" O.C.
3" X 0.131" NAILS AT 8" O.C.
TYPICAL FACE NAIL
16d (312" X 0.135") AT 16"
4-3" X 0.131" NAILS AT 16"
SOLE PLATE TO JOIST OR BLOCKING AT BRACED
WALL PANEL
BRACED WALL PANELS
7.TOP PLATE TO STUD 2-16d COMMON (312 X 0.162")
3-3" X 0.131" NAILS
END NAILS
8.STUDS TO SOLE PLATE 4-8d COMMON (212" X 0.131")
4-3" X 0.131" NAILS
TOENAIL
2-16d COMMON (312" X 0.162")
3-3" X 0.131" NAILS
END NAILS
9.DOUBLE STUDS 16d (312 X 0.135") AT 24" O.C.
3" X 0.131" NAIL AT 8" O.C.
FACE NAILS
16d (312" X 0.131") AT 16" O.C.
3" X 0.131" NAIL AT 12" O.C.
8-16d COMMON (312" X 0.162")
12-3" X 0.131" NAILS
LAP SPLICE
TYPICAL FACE NAIL10.DOUBLE TOP PLATES
DOUBLE TOP PLATES
3-8d COMMON (212" X 0.131")
3-3" X 0.131" NAILS
11.BLOCKING BETWEEN JOISTS OR RAFTERS TO TOP
PLATE
TOENAIL
12.RIM JOIST TO TOP PLATE 8d (212" X 0.131") AT 6" O.C.
3" X 0.131" NAIL AT 6" O.C.
TOENAIL
2-16d COMMON (312" X 0.162")
3-3" X 0.131" NAILS
FACE NAIL13.TOP PLATES, LAPS AND INTERSECTIONS
14.CONTINUOUS HEADER, TWO PIECES 16d COMMON (312" X 0.162")16" O.C. ALONG EDGE
15.CEILING JOISTS TO PLATE 3-8d COMMON (212" X 0.131")
5-3" X 0.131" NAILS
TOENAIL
16.CONTINUOUS HEADER TO STUD 4-8d COMMON (212" X 0.131")TOENAIL
3-16d COMMON (312" X 0.162") MINIMUM,
TABLE 2308.10.4.1
4-3" X 0.131"NAILS
17.CEILING JOISTS, LAPS OVER PARTITIONS
(SEE SECTION 2308.10.4.1, TABLE 2308.10.4.1)
FACE NAIL
3-16d COMMON (312" X 0.162") MINIMUM,
TABLE 2308.10.4.1
4-3" X 0.131"NAILS
18.CEILING JOISTS TO PARALLEL RAFTERS
(SEE SECTION 2308.10.4.1, TABLE 2308.10.4.1)
FACE NAIL
3-8d COMMON (212" X 0.131")
3-3" X 0.131" NAILS
19.RAFTER TO PLATE
(SEE SECTION 2308.10.1, TABLE 2308.10.1)
TOENAIL
2-8d COMMON (212" X 0.131")
2-3" X 0.131" NAILS
20.1" DIAGONAL BRACE TO EACH STUD AND PLATE FACE NAIL
21.1" X 8" SHEATHING TO EACH BEARING 3-8d COMMON (212" X 0.131")FACE NAIL
3-8d COMMON (212" X 0.131")FACE NAIL22.WIDER THAN 1" X 8" SHEATHING TO EACH BEARING
16d COMMON (312" X 0.162")
3" X 0.131" NAILS
23.BUILT-UP CORNER STUDS 24" O.C.
16" O.C.
2-20d COMMON (4" X 0.192")
3-3" X 0.131" NAILS
20d COMMON (4" X 0.192") 32"
3" X 0.131" NAIL AT 24" O.C.
24.BUILT-UP GIRDER AND BEAMS FACE NAIL AT TOP AND
BOTTOM STAGGERED ON
OPPOSITE SIDES
FACE NAIL AT ENDS AND
AT EACH SPLICE
25.2" PLANKS 16d COMMON (312" X 0.162")AT EACH BEARING
3-10d COMMON (3" X 0.148")
4-3" X 0.131" NAILS
FACE NAIL26.COLLAR TIE TO RAFTER
2-16d COMMON (312" X 0.162")
3-3" X 0.131" NAILS
3-10d COMMON (3" X 0.148")
4-3" X 0.131" NAILS
FACE NAIL
TOENAIL27.JACK RAFTER TO HIP
28.ROOF RAFTER TO 2-BY RIDGE BEAM 2-16d COMMON (312" X 0.162")
3-3" X 0.131" NAILS
2-16d COMMON (312" X 0.162")
3-3" X 0.131" NAILS
TOENAIL
FACE NAIL
3-16d COMMON (312" X 0.162")
4-3" X 0.131" NAILS
29.JOIST TO BAND JOIST FACE NAIL
3-16d COMMON (312" X 0.162")
4-3" X 0.131" NAILS
30.LEDGER STRIP FACE NAIL
31.WOOD STRUCTURAL PANELS AND
PARTICLEBOARD SUBFLOOR, ROOF AND WALL
SHEATHING (TO FRAMING)
SINGLE FLOOR (COMBINATION
SUBFLOOR-UNDERLAYMENT TO FRAMING)
32.PANEL SIDING (TO FRAMING)
33.FIBERBOARD SHEATHINGG
34.INTERIOR PANELING
12" AND LESS 6d
238" X 0.113" NAIL
1932" TO 34"8d OR 6d
238" X 0.113" NAIL
78" TO 1"8d
118" TO 114"10d OR 8d
B C,L
N
ED
P
E
D D
34" AND LESS 6d
78" TO 1"8d
118" TO 114"10d OR 8d
E
ED
12" OR LESS 6d
58"8d
F
F
12"NO. 11 GAGE ROOFING NAIL
6d COMMON NAIL (2" X 0.113")
2532"NO. 11 GAGE ROOFING NAIL
8d COMMON NAIL (212" X 0.131")
H
H
14"4d
38"6dK
J
JOB NUMBER:
ENGINEER:
DRAFTER:
ORIGINAL ISSUE:
CA
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6
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9
1
0
0
6
24029
JL
JL
06/04/2024
1
PLAN CHECK COMMENTS
10/08/2024 JL
JKLSTRUCTURAL@GMAIL.COM
(626)524-2210
THE ENGINEER EXPRESSLY RESERVES HIS COMMON LAW
COPYRIGHT IN THESE PLANS. THESE PLANS ARE NOT TO
BE REPRODUCED, CHANGED, OR COPIED IN ANY MANNER
WHATSOEVER, NOR ASSIGNED TO ANY OTHER THIRD
PARTY WITHOUT THE EXPRESSED WRITTEN CONSENT OF
JKL ENGINEERING, INC.
S0
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S
DUPLEX FOUNDATION PLAN
2-CAR GARAGE
ENTRY
2-CAR GARAGE
ENTRY
JOB NUMBER:
ENGINEER:
DRAFTER:
ORIGINAL ISSUE:
CA
L
I
F
O
R
N
I
A
R
E
S
I
D
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30
6
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,
C
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9
1
0
0
6
24029
JL
JL
06/04/2024
1
PLAN CHECK COMMENTS
10/08/2024 JL
JKLSTRUCTURAL@GMAIL.COM
(626) 524-2210
THE ENGINEER EXPRESSLY RESERVES HIS COMMON LAW
COPYRIGHT IN THESE PLANS. THESE PLANS ARE NOT TO
BE REPRODUCED, CHANGED, OR COPIED IN ANY MANNER
WHATSOEVER, NOR ASSIGNED TO ANY OTHER THIRD
PARTY WITHOUT THE EXPRESSED WRITTEN CONSENT OF
JKL ENGINEERING, INC.
S1
DU
P
L
E
X
F
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N
D
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N
P
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A
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4x
4
HTT
4
SD1
1
SLAB ON GRADE. SEE SCHEDULE.
EDGE OF FOOTING BELOW. SEE SCHEDULE.
SLAB EDGE OR CHANGE IN ELEVATION.
4.
DETAIL CALLOUT. SEE DETAIL NUMBER ON SHEET NUMBER AS SHOWN
INDICATES POST SIZE AND SIMPSON HOLDOWN ANCHOR OR STRAP. INSTALL
HOLDOWN ANCHOR PER MANUFACTURER'S RECOMMENDATIONS AND DETAIL
CALLOUT 1/SD4 AND 8/SD1.
SHEAR WALL CALLOUT INDICATES SHEAR WALL TYPE AND LENGTH. SEE TO
SHEAR SCHEDULE (BELOW), ANCHOR BOLT SCHEDULE (FND PLAN), AND
DETAIL CALLOUT 12/SD2 FOR MORE INFORMATION.
DETAIL NUMBER
SHEET NUMBER
2.
1.
(SEE DETAILS ON SD1)
4" MIN SLAB THICKNESS
12 X 12
30" SQ MIN. X 24" D MIN.
15 X 24
AT SLAB CENTERLINE
PARTY WALL FOOTING
SLAB ON GRADE*#4 @ 16" O.C. EACH WAY
ISOLATED PAD
DESCRIPTION
INT. CONT.
#5 @ 12" O.C. EACH WAY
W x D (INCHES)REBAR REQUIREMENT
2-#4 TOP AND BOTTOM
EXT. CONT.15 X 24 2-#4 TOP AND BOTTOM
TIE BEAM 2-#4 TOP AND BOTTOM
* PER THE GEOTECHNICAL REPORT, CONCRETE SLABS IN MOISTURE SENSITIVE AREAS SHOULD BE
UNDERLAIN WITH A VAPOR BARRIER CONSISTING OF 10 MIL VAPOR BARRIER WITH ALL LAPS SEALED,
AND A MINIMUM OF 2" SAND OVER THE MEMBRANE. IF CONCRETE IS TO BE POURED DIRECTLY ON THE
VAPOR BARRIER, MINIMUM CONCRETE f'c SHALL BE 4500 psi. ALL SUBGRADE AND FOUNDATION
RECOMMENDATIONS SHALL BE CONFIRMED WITH THE FINAL GEOTECHNICAL REPORT.
0.2290.2290.2290.229
3333
16
5/8
SHEAR
NO
2
3/16
SQUARE SIZE (INCHES)
THICKNESS (INCHES)
PLATE WASHER
2x
2424
5/85/85/8
2x2x2xMUD SILL
SHEAR WALL DESIGNATION
CONSTRUCTION
BOLT DIAMETER (INCHES)
SPACING (INCHES O.C.)
1/2
48 32
2x
FOOTNOTES
FOOTNOTES:
A. FOR INTERIOR NON-SHEAR WALLS, SHOT PINS MAY BE USED IN LIEU OF ANCHOR BOLTS. USE
0.145" SHOT PINS @ 24" O.C. MIN. WITH MIN. 1.25" PENETRATION INTO CONCRETE (ICC-ES REPORT
#2379).
B. THE HOLE IN 3" SQUARE PLATE WASHERS FOR ANCHOR BOLTS MAY BE DIAGONALLY SLOTTED
WITH A WIDTH OF UP TO 316" LARGER THAN THE BOLT DIAMETER AND A SLOT LENGTH NOT TO
EXCEED 134", PROVIDED A STANDARD CUT WASHER IS PLACED BETWEEN THE PLATE WASHER
AND THE NUT.
C. SQUARE PLATE WASHERS SHALL EXTEND TO WITHIN
12" OF THE EDGE OF THE SILL PLATE ON
SHEATHING SIDE.
D. STANDARD CUT WASHERS ARE PERMITTED PER ANSI / AF AND PA SDPWS - 2015 TABLE A2.
E. ALL FOUNDATION SILLS SHALL BE NATURALLY DURABLE OR PRESERVATIVE-TREATED WOOD.
FIELD-CUT ENDS, NOTCHES, AND DRILLED HOLES OF PRESERVATIVE-TREATED WOOD SHALL BE
FIELD-TREATED PER AWPA M4.
THE SPECIFIED FOOTING EMBEDMENT DEPTH, D, SHALL BE MEASURED FROM
THE LOWEST ADJACENT FINAL COMPACTED OR NATURAL GRADE WITHIN 5' OF
THE BUILDING FOOTPRINT. SLOPES OF ADJACENT AREAS SHALL BE
CONSIDERED WHEN DETERMINING THIS MINIMUM EMBEDMENT DEPTH
REQUIREMENT.
1. THE NOTES ON SHEET S0, THE TYPICAL STRUCTURAL DETAILS ON ALL SHEETS, AND THE FOLLOWING
NOTES SHALL APPLY TO ALL FOUNDATION CONSTRUCTION.
2. ALL FOUNDATION RECOMMENDATIONS ARE BASED ON THE SOILS REPORT LISTED ON SHEET S0. IF
THE REPORT'S RECOMMENDATIONS ARE MODIFIED IN ANY WAY, THE ENGINEER OF RECORD AND
THE ARCHITECT SHALL BE NOTIFIED.
3. THE REQUIREMENTS OF THE SOILS REPORT SHALL GOVERN IF THEY ARE MORE STRINGENT THAN
THE REQUIREMENTS OF THESE PLANS.
4. FOUNDATION PLANS AND DETAILS SHALL BE REVIEWED AND STAMPED BY GEOTECHNICAL ENGINEER
OF RECORD.
5. FOUNDATION SHALL BE EXAMINED AND CERTIFIED IN WRITING BY THE PROJECT GEOTECHNICAL
ENGINEER PRIOR TO PLACEMENT OF CONCRETE OR INSPECTION BY THE LOCAL JURISDICTION.
6. ALL FOUNDATION HARDWARE AND REINFORCEMENT SHALL BE SECURELY TIED IN PLACE PRIOR TO
FOUNDATION INSPECTION AND CONCRETE POUR.
7. GARAGE SHALL BE SLOPED TO DRAIN PER ARCHITECTURAL PLANS.
8. CRACK CONTROL JOINTS (SAWCUTS) ARE RECOMMENDED AT 15' O.C. MAX IN EACH DIRECTION FOR
CONVENTIONAL CONCRETE SLABS. ADDITIONAL JOINTS MAY BE ADDED IN ACCORDANCE WITH GOOD
CONSTRUCTION PRACTICES AND CONTRACTOR EXPERIENCE.
9. PLUMBING SHALL NOT BE INSTALLED IN SHEAR WALLS.
10. ALL PAVING, FLAT WORK, PLANTERS, AND GRADE ADJACENT TO THE BUILDING SHALL SLOPE AWAY
FROM THE BUILDING.
FOUNDATION NOTES
FOUNDATION LEGEND
FOOTING & SLAB SCHEDULE
ANCHOR BOLT SCHEDULE
TYPICAL FOUNDATION DETAILS, UNO
DESCRIPTION DETAIL
EXTERIOR FOOTING SD1
1
INTERIOR FOOTING SD1
2 HOLD DOWN ANCHOR SD1
8
ANCHOR BOLTS SD1
14
DESCRIPTION DETAIL
3.
8'-0"
4
GARAGE CURB FOOTING SD1
5
6 4 3 2
INTERIOR PAD FOOTING SD1
3
EXTERIOR PAD FOOTING SD1
4
REFER TO GRADING PLANS FOR LOCATIONS OF DEEPENED FOOTINGS IF
OCCURS. DEEPENED FOOTINGS SHALL BE CONSTRUCTED PER DETAIL 1/SD1,
UNO. CONTACT JKL IF DEEPER FOOTINGS ARE NEEDED.
18 X 24 2-#5 TOP AND BOTTOM
A,D,E B,C,E B,C,E B,C,E B,C,E
PARTY WALL FOOTING SD1
18
DUPLEX SECOND FLOOR FRAMING PLAN
2-CAR GARAGE
ENTRY
2-CAR GARAGE
ENTRY
JOB NUMBER:
ENGINEER:
DRAFTER:
ORIGINAL ISSUE:
CA
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I
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,
C
A
9
1
0
0
6
24029
JL
JL
06/04/2024
1
PLAN CHECK COMMENTS
10/08/2024 JL
JKLSTRUCTURAL@GMAIL.COM
(626) 524-2210
THE ENGINEER EXPRESSLY RESERVES HIS COMMON LAW
COPYRIGHT IN THESE PLANS. THESE PLANS ARE NOT TO
BE REPRODUCED, CHANGED, OR COPIED IN ANY MANNER
WHATSOEVER, NOR ASSIGNED TO ANY OTHER THIRD
PARTY WITHOUT THE EXPRESSED WRITTEN CONSENT OF
JKL ENGINEERING, INC.
S2
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36"8"10"13"19"LTP5
1.5" LSL1.5" LSL1.5" LSL
1.5" LSL 1.5" LSL1.5" LSL1.5" LSL1.5" LSLRIM (EXTERIOR OR INTERIOR)
BLOCKING (INTERIOR)
44"9"13"1623"LTP4
A,B,C
870665510340N/AWALL CAPACITY (PLF)
B,C A,B,CA,B,CFOOTNOTES
8"
46"
8"
TJI 110
2x/2x
N/A
N/A
SHEAR
NON-
4"3 2.25 2"
10"13"17"24"
2"
3x/2x
2.25"
3x/2x
3"
3x/2x
TJI 110
2x/2x
4"
MUD SILL / UPPER FLOOR SOLE
(COMMON NAILS)
APA RATED STRUCT 1 SHEATHING
A35
16d
12d
CONSTRUCTION
MIN. MEMBER ABOVE & BELOW WALL
CONNECTOR SPACING (O.C.)
SHEAR SCHEDULE
1/4" SDWS SCREWS W/ 1.75"15" 10"8"6"-
CONTINUOUS JOIST (INTERIOR)TJI 110 1.5" LSL 1.5" LSL 1.5" LSLTJI 110
RBC 14" 10"8"6"29"
BOUNDARY / EDGE NAILING 10d @ 2"
15/32"
10d @ 3"
15/32"
10d @ 4"
15/32"
10d @ 6"
15/32"
FRAMING LEGEND
FRAMING NOTES
1. THE SPECIFICATIONS AND NOTES ON SHEET S0, THE TYPICAL STRUCTURAL DETAILS ON ALL SHEETS,
AND THE FOLLOWING NOTES APPLY ALL STRUCTURAL FRAMING.
2. FLOOR FRAMING SHALL BE PER DETAIL 2/SD2 AND 3/SD2.
3. WALL FRAMING SHALL BE PER DETAIL 12/SD2.
4. WALLS SHALL BE FRAMED WITH CONTINUOUS STUDS FROM THE FLOOR TO THE BOTTOM OF ROOF
RAFTERS/ROOF TRUSSES AT ALL SHEAR OR BEARING WALLS.
5. SHEAR PANEL MAY BE INSTALLED AT EITHER FACE OF WALL AS LONG AS MINIMUM LENGTHS AND
MAXIMUM OPENINGS SIZES ARE MAINTAINED.
6. CARRY ALL BEARING MULTIPLE STUDS OR POSTS FROM UPPER LEVELS DOWN TO FIRST FLOOR OR
BEAM BELOW. INSTALL SQUASH BLOCK AT THE INTERMEDIATE FLOOR LEVEL TO AT MINIMUM MATCH
THE SIZE OF THE STUDS OR POSTS ABOVE.
7. SHEAR WALLS CAN NOT BE USED AS PLUMBING WALLS UNLESS APPROVED BY JKL ENGINEERING IN
WRITING.
8. HOLES IN I-JOISTS SHALL NOT EXCEED THOSE ALLOWED BY JOIST MANUFACTURER. NOTCHES AND
HOLES IN PLATES AND 2X JOISTS SHALL NOT EXCEED THOSE SHOWN IN DETAIL 12/SD2.
9. ALTERNATE PRODUCTS MAY BE USED IN LIEU OF SPECIFIED SIMPSON HARDWARE AS LONG AS THEIR
CAPACITIES ARE EQUAL TO OR BETTER, SUBJECT TO WRITTEN APPROVAL BY JKL ENGINEERING.
10. SHEATHING NAILING AND INSTALLATION SHALL NOT BE COVERED PRIOR TO STRUCTURAL
OBSERVATION BY JKL ENGINEERING AND INSPECTION BY THE BUILDING DEPARTMENT.
11. FOR HORIZONTAL CS STRAPS INSTALLED OVER BLOCKING (2X OR I-JOIST), 10D NAILS MAY BE
INSTALLED IN EVERY OTHER HOLE EXCEPT WHERE THERE IS INSUFFICIENT END LENGTH.
12. CONTINUOUS 1
34" LSL RIM BOARDS SHOULD BE USED AT ALL FLOOR FRAMING EDGES WHERE EVER
POSSIBLE. ALL RIM BREAKS SHOULD BE SPLICE WITH MINIMUM MSTA36 PER 2/SD4, U.N.O.
13. "DROP" BEAMS SHALL BE INSTALLED WITH THE TOP OF BEAM FLUSH WITH THE TOP OF WALL PLATES.
SUPPORT PER DETAIL 10/SD2 AND STRAP PER 9/SD4 (WHERE PARALLEL FRAMING OCCURS), U.N.O.
ON PLANS.
14. "FLUSH" / "BOTTOM FLUSH" BEAMS SHALL BE INSTALLED WITH THE BOTTOM OF BEAM DIRECTLY
OVER THE TOP OF WALL PLATES. SUPPORT PER DETAIL 10/SD2 AND STRAP PER 9/SD4 (WHERE
PARALLEL FRAMING OCCURS), U.N.O. ON PLANS.
15. "TOP FLUSH" BEAMS SHALL BE INSTALLED WITH THE TOP OF BEAM DIRECTLY BELOW THE
SHEATHING. SUPPORT PER DETAIL 10/SD2 AND STRAP WITH MSTA36 (U.N.O.) AT SIDE OF BEAM
(WHERE PARALLEL FRAMING OCCURS), U.N.O. ON PLANS.
16. "CEILING" BEAMS OR "CB" SHALL BE INSTALLED PER "FLUSH" BEAMS AS NOTED ABOVE.
17. FRAMING FOR PERIMETER FIREPLACE FLUES SHALL BE A MINIMUM OF 2X4 STUDS AT 16" O.C.
BRACED AT MID HEIGHT AND AT FLOOR AND ROOF LEVELS. MAXIMUM UNBRACED LENGTH OF STUDS
SHALL BE 14' (7' FOR CANTILEVERS).
18. ALL MULTIPLE 2X MEMBERS SHALL BE LAMINATED WITH 16D NAILS AT 12" O.C. (ONE ROW FOR UP TO
2X6 MEMBERS, 2 ROWS FOR UP TO 2X10 MEMBERS, 3 ROWS FOR UP TO 2X14 MEMBERS), UNLESS
NOTED OTHERWISE.
19. ALL FLUSH AND TOP FLUSH BEAMS SHALL BE BOUNDARY NAILED AND HAVE MINIMUM 2-2X
SUPPORTS U.N.O.
6 4 3 2
MIN PENETRATION INTO RIM
4x
4
HT
T
4
SD1
1
INDICATES POST AND SIMPSON HOLDOWN ANCHOR/STRAP. INSTALL
HOLDOWN ANCHOR PER MANUFACTURER'S RECOMMENDATIONS AND DETAIL
SECTION 1/SD4 AND 8/SD1.
SHEAR WALL CALLOUT INDICATES SHEAR WALL TYPE, LOCATION, AND LENGTH
OF SHEAR PANEL. REFER TO DETAIL 12/SD2, SHEAR SCHEDULE AND ANCHOR
BOLT SCHEDULE FOR MORE INFORMATION.6.
5.
FJ - INDICATES 1178" TJI 210 SERIES FLOOR JOISTS AT 19.2" MAX, U.N.O.
RT - DESIGNED ROOF TRUSSES BY OTHERS AT 24" O.C.
JT - DESIGNED JACK TRUSSES BY OTHERS AT 24" O.C.
4.
CANT. **2.
1.**
3.
PSL - INDICATES 2.0E PARALLAM BEAM TO MATCH DEPTH OF FLOOR FRAMING W/ BN
LSL - INDICATES 134 1.55E TIMBERSTRAND BEAM TO MATCH DEPTH OF FLOOR FRAMING W/ BN U.N.O.
ML - INDICATES 1.9E MICROLLAM BEAM TO MATCH DEPTH OF FLOOR FRAMING W/ BN
LVL- INDICATES 2.1E LAMINATED VENEER BEAM TO MATCH DEPTH OF FLOOR FRAMING W/ BN
**INDICATES FRAMING MEMBER AS DEFINED BELOW
7.
8.
POST ABOVE9.
INDICATES CANTILEVERED MEMBER AS DEFINED ABOVE.
INDICATES HANGING CONDITION AT JOISTS/RAFTERS/TRUSSES. SEE S0 FOR
HANGER U.N.O.
INDICATES BEARING CONDITION AT JOISTS/RAFTERS/TRUSSES
INDICATES FRAMING MEMBER AS DEFINED BELOW.
DETAIL CALLOUT. SEE DETAIL NUMBER ON SHEET NUMBER AS SHOWN
DETAIL NUMBER
SHEET NUMBER
8'-0"
4
FOOTNOTES:
A. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3-INCH NOMINAL OR WIDER (ALTERNATIVELY,
2-2X STUDS MAY BE USED IF THEY ARE STITCHNAILED TOGETHER AT SHEAR WALL EDGE NAILING)
B. APA STRUCT 1 RATED SHEATHING
C. PERIODIC SPECIAL INSPECTION IS REQUIRED FOR NAILING, BOLTING, ANCHORING AND OTHER
FASTENING OF COMPONENTS OF THE SHEAR WALL PER 1705.12.2, EXCEPT FOR WHERE THE
FASTENER SPACING OF THE SHEATHING IS EQUAL TO OR MORE THAN 4" ON CENTER AND
OCCUPANCIES IN GROUP R-3 AND OCCUPANCIES IN GROUP U THAT ARE ACCESSORY TO A
RESIDENTIAL OCCUPANCY, INCLUDING BUT NOT LIMITED TO THOSE LISTED IN SECTION 312.1
GENERAL NOTES:
1. ALL NAILING SHALL BE STAGGERED WHERE SPACING IS 4" OR LESS ON CENTER.
2. ALL FIELD NAILING SHALL BE 12" O.C.
3. USE THE "NON-SHEAR" CONNECTOR SCHEDULE AT ALL NON-SHEAR WALLS.
4. ALL SHEATHING EDGES SHALL BE BLOCKED.
5. NAILS SHALL BE PLACED NOT LESS THAN
12" EDGE DISTANCE FROM PANEL EDGES AND 38" FROM
THE EDGE OF THE CONNECTING MEMBERS.
6. PANELS EDGES SHALL BE STAGGERED ON ALTERNATING STUDS WHEN SHEAR WALL IS SHEATHED
ON BOTH SIDES.
KEY NOTES
INSTALL VERTICAL MSTA24 U.N.O. FROM BEAM / HEADER / RIM ABOVE TO POST / TRIMMER BELOW.
BLOCK ROOF DIAPHRAGM W/ 8d AT 4" O.C. OR FLOOR DIAPHRAGM W/ 10d AT 4" O.C. PER 9/SD2.
ALIGN FRAMING MEMBER WITH POST / TRIMMER / BEAM ABOVE OR BELOW.
INSTALL PLUMBING / A/C / ELECTRICAL LINES THROUGH SOFFIT / CHASE / NON-STRUCTURAL WALL AND
DO NOT PENETRATE TOP PLATES.
ALIGN WITH POST / KING POST / TRIMMER ABOVE / BELOW. MATCH W/ ABOVE U.N.O.
PROVIDE FULL DEPTH BLOCKING TO MATCH WIDTH OF POST ABOVE.
STITCH NAIL 2X MEMBER WITH 16d PER SHEAR SCHEDULE TO ADJACENT POST/2X STUD.
(3)-A34 WITH SD9 SCREWS AT INSIDE CORNER OF STAIR LSL BEAMS
INSTALL VERTICAL TWIST STRAP PER PLAN (HTS24 MIN) FROM BEAM / HEADER TO POST / TRIMMER /
KING POST. INSTALL ADDITIONAL VERTICAL ST6224 TO MATCH NUMBER OF TWIST STRAPS TO HEADER
/ BEAM / POST BELOW WHERE OCCURS.
INSTALL HOLD DOWN ON THIS SIDE OF POST.
TYPICAL FRAMING DETAILS, UNO
DESCRIPTION DETAIL
FLOOR FRAMING AT SHEAR
SD2
2
FRAMING AT NON-BRG WALL SD2
3 STRUCTURAL WALL FRAMING SD2
12
HOLD DOWN CONNECTIONS SD4
1
DESCRIPTION DETAIL
POST AND BEAM CONNECTION SD2
10
DRAG STRAPS SD4
9
TYPICAL STAIR FRAMING SD2
4
TYPICAL TOP PLATE SPLICE SD2
5
AND BEARING WALLS
DUPLEX THIRD FLOOR FRAMING PLAN
REF.
REF.
GREAT ROOM
BEDROOM 1
GREAT ROOM
BEDROOM 1
JOB NUMBER:
ENGINEER:
DRAFTER:
ORIGINAL ISSUE:
CA
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A
R
E
S
I
D
E
N
C
E
S
30
6
C
A
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I
F
O
R
N
I
A
S
T
R
E
E
T
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
24029
JL
JL
06/04/2024
1
PLAN CHECK COMMENTS
10/08/2024 JL
JKLSTRUCTURAL@GMAIL.COM
(626) 524-2210
THE ENGINEER EXPRESSLY RESERVES HIS COMMON LAW
COPYRIGHT IN THESE PLANS. THESE PLANS ARE NOT TO
BE REPRODUCED, CHANGED, OR COPIED IN ANY MANNER
WHATSOEVER, NOR ASSIGNED TO ANY OTHER THIRD
PARTY WITHOUT THE EXPRESSED WRITTEN CONSENT OF
JKL ENGINEERING, INC.
S3
DU
P
L
E
X
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H
I
R
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F
L
O
O
R
F
R
A
M
I
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P
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A
N
36"8"10"13"19"LTP5
1.5" LSL1.5" LSL1.5" LSL
1.5" LSL 1.5" LSL1.5" LSL1.5" LSL1.5" LSLRIM (EXTERIOR OR INTERIOR)
BLOCKING (INTERIOR)
44"9"13"1623"LTP4
A,B,C
870665510340N/AWALL CAPACITY (PLF)
B,C A,B,CA,B,CFOOTNOTES
8"
46"
8"
TJI 110
2x/2x
N/A
N/A
SHEAR
NON-
4"3 2.25 2"
10"13"17"24"
2"
3x/2x
2.25"
3x/2x
3"
3x/2x
TJI 110
2x/2x
4"
MUD SILL / UPPER FLOOR SOLE
(COMMON NAILS)
APA RATED STRUCT 1 SHEATHING
A35
16d
12d
CONSTRUCTION
MIN. MEMBER ABOVE & BELOW WALL
CONNECTOR SPACING (O.C.)
SHEAR SCHEDULE
1/4" SDWS SCREWS W/ 1.75"15" 10"8"6"-
CONTINUOUS JOIST (INTERIOR)TJI 110 1.5" LSL 1.5" LSL 1.5" LSLTJI 110
RBC 14" 10"8"6"29"
BOUNDARY / EDGE NAILING 10d @ 2"
15/32"
10d @ 3"
15/32"
10d @ 4"
15/32"
10d @ 6"
15/32"
FRAMING LEGEND
FRAMING NOTES
1. THE SPECIFICATIONS AND NOTES ON SHEET S0, THE TYPICAL STRUCTURAL DETAILS ON ALL SHEETS,
AND THE FOLLOWING NOTES APPLY ALL STRUCTURAL FRAMING.
2. FLOOR FRAMING SHALL BE PER DETAIL 2/SD2 AND 3/SD2.
3. WALL FRAMING SHALL BE PER DETAIL 12/SD2.
4. WALLS SHALL BE FRAMED WITH CONTINUOUS STUDS FROM THE FLOOR TO THE BOTTOM OF ROOF
RAFTERS/ROOF TRUSSES AT ALL SHEAR OR BEARING WALLS.
5. SHEAR PANEL MAY BE INSTALLED AT EITHER FACE OF WALL AS LONG AS MINIMUM LENGTHS AND
MAXIMUM OPENINGS SIZES ARE MAINTAINED.
6. CARRY ALL BEARING MULTIPLE STUDS OR POSTS FROM UPPER LEVELS DOWN TO FIRST FLOOR OR
BEAM BELOW. INSTALL SQUASH BLOCK AT THE INTERMEDIATE FLOOR LEVEL TO AT MINIMUM MATCH
THE SIZE OF THE STUDS OR POSTS ABOVE.
7. SHEAR WALLS CAN NOT BE USED AS PLUMBING WALLS UNLESS APPROVED BY JKL ENGINEERING IN
WRITING.
8. HOLES IN I-JOISTS SHALL NOT EXCEED THOSE ALLOWED BY JOIST MANUFACTURER. NOTCHES AND
HOLES IN PLATES AND 2X JOISTS SHALL NOT EXCEED THOSE SHOWN IN DETAIL 12/SD2.
9. ALTERNATE PRODUCTS MAY BE USED IN LIEU OF SPECIFIED SIMPSON HARDWARE AS LONG AS THEIR
CAPACITIES ARE EQUAL TO OR BETTER, SUBJECT TO WRITTEN APPROVAL BY JKL ENGINEERING.
10. SHEATHING NAILING AND INSTALLATION SHALL NOT BE COVERED PRIOR TO STRUCTURAL
OBSERVATION BY JKL ENGINEERING AND INSPECTION BY THE BUILDING DEPARTMENT.
11. FOR HORIZONTAL CS STRAPS INSTALLED OVER BLOCKING (2X OR I-JOIST), 10D NAILS MAY BE
INSTALLED IN EVERY OTHER HOLE EXCEPT WHERE THERE IS INSUFFICIENT END LENGTH.
12. CONTINUOUS 1
34" LSL RIM BOARDS SHOULD BE USED AT ALL FLOOR FRAMING EDGES WHERE EVER
POSSIBLE. ALL RIM BREAKS SHOULD BE SPLICE WITH MINIMUM MSTA36 PER 2/SD4, U.N.O.
13. "DROP" BEAMS SHALL BE INSTALLED WITH THE TOP OF BEAM FLUSH WITH THE TOP OF WALL PLATES.
SUPPORT PER DETAIL 10/SD2 AND STRAP PER 9/SD4 (WHERE PARALLEL FRAMING OCCURS), U.N.O.
ON PLANS.
14. "FLUSH" / "BOTTOM FLUSH" BEAMS SHALL BE INSTALLED WITH THE BOTTOM OF BEAM DIRECTLY
OVER THE TOP OF WALL PLATES. SUPPORT PER DETAIL 10/SD2 AND STRAP PER 9/SD4 (WHERE
PARALLEL FRAMING OCCURS), U.N.O. ON PLANS.
15. "TOP FLUSH" BEAMS SHALL BE INSTALLED WITH THE TOP OF BEAM DIRECTLY BELOW THE
SHEATHING. SUPPORT PER DETAIL 10/SD2 AND STRAP WITH MSTA36 (U.N.O.) AT SIDE OF BEAM
(WHERE PARALLEL FRAMING OCCURS), U.N.O. ON PLANS.
16. "CEILING" BEAMS OR "CB" SHALL BE INSTALLED PER "FLUSH" BEAMS AS NOTED ABOVE.
17. FRAMING FOR PERIMETER FIREPLACE FLUES SHALL BE A MINIMUM OF 2X4 STUDS AT 16" O.C.
BRACED AT MID HEIGHT AND AT FLOOR AND ROOF LEVELS. MAXIMUM UNBRACED LENGTH OF STUDS
SHALL BE 14' (7' FOR CANTILEVERS).
18. ALL MULTIPLE 2X MEMBERS SHALL BE LAMINATED WITH 16D NAILS AT 12" O.C. (ONE ROW FOR UP TO
2X6 MEMBERS, 2 ROWS FOR UP TO 2X10 MEMBERS, 3 ROWS FOR UP TO 2X14 MEMBERS), UNLESS
NOTED OTHERWISE.
19. ALL FLUSH AND TOP FLUSH BEAMS SHALL BE BOUNDARY NAILED AND HAVE MINIMUM 2-2X
SUPPORTS U.N.O.
6 4 3 2
MIN PENETRATION INTO RIM
4x
4
HT
T
4
SD1
1
INDICATES POST AND SIMPSON HOLDOWN ANCHOR/STRAP. INSTALL
HOLDOWN ANCHOR PER MANUFACTURER'S RECOMMENDATIONS AND DETAIL
SECTION 1/SD4 AND 8/SD1.
SHEAR WALL CALLOUT INDICATES SHEAR WALL TYPE, LOCATION, AND LENGTH
OF SHEAR PANEL. REFER TO DETAIL 12/SD2, SHEAR SCHEDULE AND ANCHOR
BOLT SCHEDULE FOR MORE INFORMATION.6.
5.
FJ - INDICATES 1178" TJI 210 SERIES FLOOR JOISTS AT 19.2" MAX, U.N.O.
RT - DESIGNED ROOF TRUSSES BY OTHERS AT 24" O.C.
JT - DESIGNED JACK TRUSSES BY OTHERS AT 24" O.C.
4.
CANT. **2.
1.**
3.
PSL - INDICATES 2.0E PARALLAM BEAM TO MATCH DEPTH OF FLOOR FRAMING W/ BN
LSL - INDICATES 134 1.55E TIMBERSTRAND BEAM TO MATCH DEPTH OF FLOOR FRAMING W/ BN U.N.O.
ML - INDICATES 1.9E MICROLLAM BEAM TO MATCH DEPTH OF FLOOR FRAMING W/ BN
LVL- INDICATES 2.1E LAMINATED VENEER BEAM TO MATCH DEPTH OF FLOOR FRAMING W/ BN
**INDICATES FRAMING MEMBER AS DEFINED BELOW
7.
8.
POST ABOVE9.
INDICATES CANTILEVERED MEMBER AS DEFINED ABOVE.
INDICATES HANGING CONDITION AT JOISTS/RAFTERS/TRUSSES. SEE S0 FOR
HANGER U.N.O.
INDICATES BEARING CONDITION AT JOISTS/RAFTERS/TRUSSES
INDICATES FRAMING MEMBER AS DEFINED BELOW.
DETAIL CALLOUT. SEE DETAIL NUMBER ON SHEET NUMBER AS SHOWN
DETAIL NUMBER
SHEET NUMBER
8'-0"
4
FOOTNOTES:
A. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3-INCH NOMINAL OR WIDER (ALTERNATIVELY,
2-2X STUDS MAY BE USED IF THEY ARE STITCHNAILED TOGETHER AT SHEAR WALL EDGE NAILING)
B. APA STRUCT 1 RATED SHEATHING
C. PERIODIC SPECIAL INSPECTION IS REQUIRED FOR NAILING, BOLTING, ANCHORING AND OTHER
FASTENING OF COMPONENTS OF THE SHEAR WALL PER 1705.12.2, EXCEPT FOR WHERE THE
FASTENER SPACING OF THE SHEATHING IS EQUAL TO OR MORE THAN 4" ON CENTER AND
OCCUPANCIES IN GROUP R-3 AND OCCUPANCIES IN GROUP U THAT ARE ACCESSORY TO A
RESIDENTIAL OCCUPANCY, INCLUDING BUT NOT LIMITED TO THOSE LISTED IN SECTION 312.1
GENERAL NOTES:
1. ALL NAILING SHALL BE STAGGERED WHERE SPACING IS 4" OR LESS ON CENTER.
2. ALL FIELD NAILING SHALL BE 12" O.C.
3. USE THE "NON-SHEAR" CONNECTOR SCHEDULE AT ALL NON-SHEAR WALLS.
4. ALL SHEATHING EDGES SHALL BE BLOCKED.
5. NAILS SHALL BE PLACED NOT LESS THAN
12" EDGE DISTANCE FROM PANEL EDGES AND 38" FROM
THE EDGE OF THE CONNECTING MEMBERS.
6. PANELS EDGES SHALL BE STAGGERED ON ALTERNATING STUDS WHEN SHEAR WALL IS SHEATHED
ON BOTH SIDES.
KEY NOTES
INSTALL VERTICAL MSTA24 U.N.O. FROM BEAM / HEADER / RIM ABOVE TO POST / TRIMMER BELOW.
BLOCK ROOF DIAPHRAGM W/ 8d AT 4" O.C. OR FLOOR DIAPHRAGM W/ 10d AT 4" O.C. PER 9/SD2.
ALIGN FRAMING MEMBER WITH POST / TRIMMER / BEAM ABOVE OR BELOW.
INSTALL PLUMBING / A/C / ELECTRICAL LINES THROUGH SOFFIT / CHASE / NON-STRUCTURAL WALL AND
DO NOT PENETRATE TOP PLATES.
ALIGN WITH POST / KING POST / TRIMMER ABOVE / BELOW. MATCH W/ ABOVE U.N.O.
PROVIDE FULL DEPTH BLOCKING TO MATCH WIDTH OF POST ABOVE.
STITCH NAIL 2X MEMBER WITH 16d PER SHEAR SCHEDULE TO ADJACENT POST/2X STUD.
(3)-A34 WITH SD9 SCREWS AT INSIDE CORNER OF STAIR LSL BEAMS
INSTALL VERTICAL TWIST STRAP PER PLAN (HTS24 MIN) FROM BEAM / HEADER TO POST / TRIMMER /
KING POST. INSTALL ADDITIONAL VERTICAL ST6224 TO MATCH NUMBER OF TWIST STRAPS TO HEADER
/ BEAM / POST BELOW WHERE OCCURS.
INSTALL HOLD DOWN ON THIS SIDE OF POST.
TYPICAL FRAMING DETAILS, UNO
DESCRIPTION DETAIL
FLOOR FRAMING AT SHEAR
SD2
2
FRAMING AT NON-BRG WALL SD2
3 STRUCTURAL WALL FRAMING SD2
12
HOLD DOWN CONNECTIONS SD4
1
DESCRIPTION DETAIL
POST AND BEAM CONNECTION SD2
10
DRAG STRAPS SD4
9
TYPICAL STAIR FRAMING SD2
4
TYPICAL TOP PLATE SPLICE SD2
5
AND BEARING WALLS
DUPLEX ROOF FRAMING PLAN
BEDROOM 2
BEDROOM 3
BEDROOM 2
BEDROOM 3
1
1
2
1
1
2
JOB NUMBER:
ENGINEER:
DRAFTER:
ORIGINAL ISSUE:
CA
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O
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N
I
A
R
E
S
I
D
E
N
C
E
S
30
6
C
A
L
I
F
O
R
N
I
A
S
T
R
E
E
T
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
24029
JL
JL
06/04/2024
1
PLAN CHECK COMMENTS
10/08/2024 JL
JKLSTRUCTURAL@GMAIL.COM
(626) 524-2210
THE ENGINEER EXPRESSLY RESERVES HIS COMMON LAW
COPYRIGHT IN THESE PLANS. THESE PLANS ARE NOT TO
BE REPRODUCED, CHANGED, OR COPIED IN ANY MANNER
WHATSOEVER, NOR ASSIGNED TO ANY OTHER THIRD
PARTY WITHOUT THE EXPRESSED WRITTEN CONSENT OF
JKL ENGINEERING, INC.
S4
DU
P
L
E
X
R
O
O
F
F
R
A
M
I
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G
P
L
A
N
36"8"10"13"19"LTP5
1.5" LSL1.5" LSL1.5" LSL
1.5" LSL 1.5" LSL1.5" LSL1.5" LSL1.5" LSLRIM (EXTERIOR OR INTERIOR)
BLOCKING (INTERIOR)
44"9"13"1623"LTP4
A,B,C
870665510340N/AWALL CAPACITY (PLF)
B,C A,B,CA,B,CFOOTNOTES
8"
46"
8"
TJI 110
2x/2x
N/A
N/A
SHEAR
NON-
4"3 2.25 2"
10"13"17"24"
2"
3x/2x
2.25"
3x/2x
3"
3x/2x
TJI 110
2x/2x
4"
MUD SILL / UPPER FLOOR SOLE
(COMMON NAILS)
APA RATED STRUCT 1 SHEATHING
A35
16d
12d
CONSTRUCTION
MIN. MEMBER ABOVE & BELOW WALL
CONNECTOR SPACING (O.C.)
SHEAR SCHEDULE
1/4" SDWS SCREWS W/ 1.75"15" 10"8"6"-
CONTINUOUS JOIST (INTERIOR)TJI 110 1.5" LSL 1.5" LSL 1.5" LSLTJI 110
RBC 14" 10"8"6"29"
BOUNDARY / EDGE NAILING 10d @ 2"
15/32"
10d @ 3"
15/32"
10d @ 4"
15/32"
10d @ 6"
15/32"
FRAMING LEGEND
FRAMING NOTES
1. THE SPECIFICATIONS AND NOTES ON SHEET S0, THE TYPICAL STRUCTURAL DETAILS ON ALL SHEETS,
AND THE FOLLOWING NOTES APPLY ALL STRUCTURAL FRAMING.
2. FLOOR FRAMING SHALL BE PER DETAIL 2/SD2 AND 3/SD2.
3. WALL FRAMING SHALL BE PER DETAIL 12/SD2.
4. WALLS SHALL BE FRAMED WITH CONTINUOUS STUDS FROM THE FLOOR TO THE BOTTOM OF ROOF
RAFTERS/ROOF TRUSSES AT ALL SHEAR OR BEARING WALLS.
5. SHEAR PANEL MAY BE INSTALLED AT EITHER FACE OF WALL AS LONG AS MINIMUM LENGTHS AND
MAXIMUM OPENINGS SIZES ARE MAINTAINED.
6. CARRY ALL BEARING MULTIPLE STUDS OR POSTS FROM UPPER LEVELS DOWN TO FIRST FLOOR OR
BEAM BELOW. INSTALL SQUASH BLOCK AT THE INTERMEDIATE FLOOR LEVEL TO AT MINIMUM MATCH
THE SIZE OF THE STUDS OR POSTS ABOVE.
7. SHEAR WALLS CAN NOT BE USED AS PLUMBING WALLS UNLESS APPROVED BY JKL ENGINEERING IN
WRITING.
8. HOLES IN I-JOISTS SHALL NOT EXCEED THOSE ALLOWED BY JOIST MANUFACTURER. NOTCHES AND
HOLES IN PLATES AND 2X JOISTS SHALL NOT EXCEED THOSE SHOWN IN DETAIL 12/SD2.
9. ALTERNATE PRODUCTS MAY BE USED IN LIEU OF SPECIFIED SIMPSON HARDWARE AS LONG AS THEIR
CAPACITIES ARE EQUAL TO OR BETTER, SUBJECT TO WRITTEN APPROVAL BY JKL ENGINEERING.
10. SHEATHING NAILING AND INSTALLATION SHALL NOT BE COVERED PRIOR TO STRUCTURAL
OBSERVATION BY JKL ENGINEERING AND INSPECTION BY THE BUILDING DEPARTMENT.
11. FOR HORIZONTAL CS STRAPS INSTALLED OVER BLOCKING (2X OR I-JOIST), 10D NAILS MAY BE
INSTALLED IN EVERY OTHER HOLE EXCEPT WHERE THERE IS INSUFFICIENT END LENGTH.
12. CONTINUOUS 1
34" LSL RIM BOARDS SHOULD BE USED AT ALL FLOOR FRAMING EDGES WHERE EVER
POSSIBLE. ALL RIM BREAKS SHOULD BE SPLICE WITH MINIMUM MSTA36 PER 2/SD4, U.N.O.
13. "DROP" BEAMS SHALL BE INSTALLED WITH THE TOP OF BEAM FLUSH WITH THE TOP OF WALL PLATES.
SUPPORT PER DETAIL 10/SD2 AND STRAP PER 9/SD4 (WHERE PARALLEL FRAMING OCCURS), U.N.O.
ON PLANS.
14. "FLUSH" / "BOTTOM FLUSH" BEAMS SHALL BE INSTALLED WITH THE BOTTOM OF BEAM DIRECTLY
OVER THE TOP OF WALL PLATES. SUPPORT PER DETAIL 10/SD2 AND STRAP PER 9/SD4 (WHERE
PARALLEL FRAMING OCCURS), U.N.O. ON PLANS.
15. "TOP FLUSH" BEAMS SHALL BE INSTALLED WITH THE TOP OF BEAM DIRECTLY BELOW THE
SHEATHING. SUPPORT PER DETAIL 10/SD2 AND STRAP WITH MSTA36 (U.N.O.) AT SIDE OF BEAM
(WHERE PARALLEL FRAMING OCCURS), U.N.O. ON PLANS.
16. "CEILING" BEAMS OR "CB" SHALL BE INSTALLED PER "FLUSH" BEAMS AS NOTED ABOVE.
17. FRAMING FOR PERIMETER FIREPLACE FLUES SHALL BE A MINIMUM OF 2X4 STUDS AT 16" O.C.
BRACED AT MID HEIGHT AND AT FLOOR AND ROOF LEVELS. MAXIMUM UNBRACED LENGTH OF STUDS
SHALL BE 14' (7' FOR CANTILEVERS).
18. ALL MULTIPLE 2X MEMBERS SHALL BE LAMINATED WITH 16D NAILS AT 12" O.C. (ONE ROW FOR UP TO
2X6 MEMBERS, 2 ROWS FOR UP TO 2X10 MEMBERS, 3 ROWS FOR UP TO 2X14 MEMBERS), UNLESS
NOTED OTHERWISE.
19. ALL FLUSH AND TOP FLUSH BEAMS SHALL BE BOUNDARY NAILED AND HAVE MINIMUM 2-2X
SUPPORTS U.N.O.
6 4 3 2
MIN PENETRATION INTO RIM
4x
4
HT
T
4
SD1
1
INDICATES POST AND SIMPSON HOLDOWN ANCHOR/STRAP. INSTALL
HOLDOWN ANCHOR PER MANUFACTURER'S RECOMMENDATIONS AND DETAIL
SECTION 1/SD4 AND 8/SD1.
SHEAR WALL CALLOUT INDICATES SHEAR WALL TYPE, LOCATION, AND LENGTH
OF SHEAR PANEL. REFER TO DETAIL 12/SD2, SHEAR SCHEDULE AND ANCHOR
BOLT SCHEDULE FOR MORE INFORMATION.6.
5.
FJ - INDICATES 1178" TJI 210 SERIES FLOOR JOISTS AT 19.2" MAX, U.N.O.
RT - DESIGNED ROOF TRUSSES BY OTHERS AT 24" O.C.
JT - DESIGNED JACK TRUSSES BY OTHERS AT 24" O.C.
4.
CANT. **2.
1.**
3.
PSL - INDICATES 2.0E PARALLAM BEAM TO MATCH DEPTH OF FLOOR FRAMING W/ BN
LSL - INDICATES 134 1.55E TIMBERSTRAND BEAM TO MATCH DEPTH OF FLOOR FRAMING W/ BN U.N.O.
ML - INDICATES 1.9E MICROLLAM BEAM TO MATCH DEPTH OF FLOOR FRAMING W/ BN
LVL- INDICATES 2.1E LAMINATED VENEER BEAM TO MATCH DEPTH OF FLOOR FRAMING W/ BN
**INDICATES FRAMING MEMBER AS DEFINED BELOW
7.
8.
POST ABOVE9.
INDICATES CANTILEVERED MEMBER AS DEFINED ABOVE.
INDICATES HANGING CONDITION AT JOISTS/RAFTERS/TRUSSES. SEE S0 FOR
HANGER U.N.O.
INDICATES BEARING CONDITION AT JOISTS/RAFTERS/TRUSSES
INDICATES FRAMING MEMBER AS DEFINED BELOW.
DETAIL CALLOUT. SEE DETAIL NUMBER ON SHEET NUMBER AS SHOWN
DETAIL NUMBER
SHEET NUMBER
8'-0"
4
FOOTNOTES:
A. FRAMING AT ADJOINING PANEL EDGES SHALL BE 3-INCH NOMINAL OR WIDER (ALTERNATIVELY,
2-2X STUDS MAY BE USED IF THEY ARE STITCHNAILED TOGETHER AT SHEAR WALL EDGE NAILING)
B. APA STRUCT 1 RATED SHEATHING
C. PERIODIC SPECIAL INSPECTION IS REQUIRED FOR NAILING, BOLTING, ANCHORING AND OTHER
FASTENING OF COMPONENTS OF THE SHEAR WALL PER 1705.12.2, EXCEPT FOR WHERE THE
FASTENER SPACING OF THE SHEATHING IS EQUAL TO OR MORE THAN 4" ON CENTER AND
OCCUPANCIES IN GROUP R-3 AND OCCUPANCIES IN GROUP U THAT ARE ACCESSORY TO A
RESIDENTIAL OCCUPANCY, INCLUDING BUT NOT LIMITED TO THOSE LISTED IN SECTION 312.1
GENERAL NOTES:
1. ALL NAILING SHALL BE STAGGERED WHERE SPACING IS 4" OR LESS ON CENTER.
2. ALL FIELD NAILING SHALL BE 12" O.C.
3. USE THE "NON-SHEAR" CONNECTOR SCHEDULE AT ALL NON-SHEAR WALLS.
4. ALL SHEATHING EDGES SHALL BE BLOCKED.
5. NAILS SHALL BE PLACED NOT LESS THAN
12" EDGE DISTANCE FROM PANEL EDGES AND 38" FROM
THE EDGE OF THE CONNECTING MEMBERS.
6. PANELS EDGES SHALL BE STAGGERED ON ALTERNATING STUDS WHEN SHEAR WALL IS SHEATHED
ON BOTH SIDES.
KEY NOTES
INSTALL VERTICAL MSTA24 U.N.O. FROM BEAM / HEADER / RIM ABOVE TO POST / TRIMMER BELOW.
BLOCK ROOF DIAPHRAGM W/ 8d AT 4" O.C. OR FLOOR DIAPHRAGM W/ 10d AT 4" O.C. PER 9/SD2.
ALIGN FRAMING MEMBER WITH POST / TRIMMER / BEAM ABOVE OR BELOW.
INSTALL PLUMBING / A/C / ELECTRICAL LINES THROUGH SOFFIT / CHASE / NON-STRUCTURAL WALL AND
DO NOT PENETRATE TOP PLATES.
ALIGN WITH POST / KING POST / TRIMMER ABOVE / BELOW. MATCH W/ ABOVE U.N.O.
PROVIDE FULL DEPTH BLOCKING TO MATCH WIDTH OF POST ABOVE.
STITCH NAIL 2X MEMBER WITH 16d PER SHEAR SCHEDULE TO ADJACENT POST/2X STUD.
(3)-A34 WITH SD9 SCREWS AT INSIDE CORNER OF STAIR LSL BEAMS
INSTALL VERTICAL TWIST STRAP PER PLAN (HTS24 MIN) FROM BEAM / HEADER TO POST / TRIMMER /
KING POST. INSTALL ADDITIONAL VERTICAL ST6224 TO MATCH NUMBER OF TWIST STRAPS TO HEADER
/ BEAM / POST BELOW WHERE OCCURS.
INSTALL HOLD DOWN ON THIS SIDE OF POST.
TYPICAL ROOF TRUSS DETAILS, U.N.O
DESCRIPTION DETAIL
RT AT EXTERIOR WALL SD3
1
RT AT INT. NON-BRG WALL SD3
2
RT AT INTERIOR
SD3
3
RT AT GIRDER TRUSS 4
DESCRIPTION DETAIL
SD3
5
SHR/BRG WALL GABLE END TRUSS
TRAY CEILING
SD3
SD3
SD3
6
7
RT PARALLEL TO
INTERIOR SHEAR WALL
SD3
10SHEAR TRANSFER AT
CLIPPED TRUSS
4
1
2
13
15
17
16
14
8
3
12
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5
18
19
JOB NUMBER:
ENGINEER:
DRAFTER:
ORIGINAL ISSUE:
CA
L
I
F
O
R
N
I
A
R
E
S
I
D
E
N
C
E
S
30
6
C
A
L
I
F
O
R
N
I
A
S
T
R
E
E
T
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
24029
JL
JL
06/04/2024
1
PLAN CHECK COMMENTS
10/08/2024 JL
JKLSTRUCTURAL@GMAIL.COM
(626) 524-2210
THE ENGINEER EXPRESSLY RESERVES HIS COMMON LAW
COPYRIGHT IN THESE PLANS. THESE PLANS ARE NOT TO
BE REPRODUCED, CHANGED, OR COPIED IN ANY MANNER
WHATSOEVER, NOR ASSIGNED TO ANY OTHER THIRD
PARTY WITHOUT THE EXPRESSED WRITTEN CONSENT OF
JKL ENGINEERING, INC.
SD1
ST
R
U
C
T
U
R
A
L
D
E
T
A
I
L
S
2
3
412
59
1018
17
7
6
JOB NUMBER:
ENGINEER:
DRAFTER:
ORIGINAL ISSUE:
CA
L
I
F
O
R
N
I
A
R
E
S
I
D
E
N
C
E
S
30
6
C
A
L
I
F
O
R
N
I
A
S
T
R
E
E
T
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
24029
JL
JL
06/04/2024
1
PLAN CHECK COMMENTS
10/08/2024 JL
JKLSTRUCTURAL@GMAIL.COM
(626)524-2210
THE ENGINEER EXPRESSLY RESERVES HIS COMMON LAW
COPYRIGHT IN THESE PLANS. THESE PLANS ARE NOT TO
BE REPRODUCED, CHANGED, OR COPIED IN ANY MANNER
WHATSOEVER, NOR ASSIGNED TO ANY OTHER THIRD
PARTY WITHOUT THE EXPRESSED WRITTEN CONSENT OF
JKL ENGINEERING, INC.
SD2
ST
R
U
C
T
U
R
A
L
D
E
T
A
I
L
S
14
1
2
3
4
7
59
10
11
12
15
8
6
13
16
17
18
19
JOB NUMBER:
ENGINEER:
DRAFTER:
ORIGINAL ISSUE:
CA
L
I
F
O
R
N
I
A
R
E
S
I
D
E
N
C
E
S
30
6
C
A
L
I
F
O
R
N
I
A
S
T
R
E
E
T
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
24029
JL
JL
06/04/2024
1
PLAN CHECK COMMENTS
10/08/2024 JL
JKLSTRUCTURAL@GMAIL.COM
(626)524-2210
THE ENGINEER EXPRESSLY RESERVES HIS COMMON LAW
COPYRIGHT IN THESE PLANS. THESE PLANS ARE NOT TO
BE REPRODUCED, CHANGED, OR COPIED IN ANY MANNER
WHATSOEVER, NOR ASSIGNED TO ANY OTHER THIRD
PARTY WITHOUT THE EXPRESSED WRITTEN CONSENT OF
JKL ENGINEERING, INC.
SD3
ST
R
U
C
T
U
R
A
L
D
E
T
A
I
L
S
2
1
3
6
9
7
8 4
10
11
12
14
15
16
JOB NUMBER:
ENGINEER:
DRAFTER:
ORIGINAL ISSUE:
CA
L
I
F
O
R
N
I
A
R
E
S
I
D
E
N
C
E
S
30
6
C
A
L
I
F
O
R
N
I
A
S
T
R
E
E
T
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
24029
JL
JL
06/04/2024
1
PLAN CHECK COMMENTS
10/08/2024 JL
JKLSTRUCTURAL@GMAIL.COM
(626)524-2210
THE ENGINEER EXPRESSLY RESERVES HIS COMMON LAW
COPYRIGHT IN THESE PLANS. THESE PLANS ARE NOT TO
BE REPRODUCED, CHANGED, OR COPIED IN ANY MANNER
WHATSOEVER, NOR ASSIGNED TO ANY OTHER THIRD
PARTY WITHOUT THE EXPRESSED WRITTEN CONSENT OF
JKL ENGINEERING, INC.
SD4
ST
R
U
C
T
U
R
A
L
D
E
T
A
I
L
S
2
4
5
16
W
9
SD5
2
SD5
SSW-STK OPTION
(FACTORY INSTALLED)
FIRST STORY WALL:
ADD -STK TO MODEL
NAME.
EXAMPLE: SSW21x9-STK
STANDARD
STEEL STRONG-WALL
AT 2nd FLOOR
16
SD5
ORDER TWO-STORY
STACKED WALL
CONNECTOR KIT
SEPARATELY.
MODEL SSW_-2KT .
EXAMPLE: SSW21-2KT
1" DIAMETER
DRILL 1 1/16" MAX DIAMETER
HOLE IN DOUBLE TOP
PLATE FOR RODS
NOTCHED RIM JOIST
ATTACH TOP OF SSW TO
TOP PLATES WITH
9
SD5
SIMPSON A34 EACH SIDE
HEAVY HEX NUTS TOP
AND BOTTOM (PROVIDED
WITH SSW_-2KT). NUTS SHALL
BE SNUG TIGHT. DO NOT
USE AN IMPACT WRENCH.
ROD
LENGTH
ROD LENGTH
MAXIMUM
FACTORREDUCTION
18 INCHES 1.00
21 INCHES 0.94
ROD LENGTH IS TOTAL OF FLOOR
JOIST DEPTH PLUS TOP PLATES
PLUS SHIM THICKNESS.
SDS¼" x 3½" SCREWS
THREADED RODS
(PROVIDED WITH SSW)
SHEAR TRANSFER PLATE
AND #14 SELF-DRILLING SCREWS
10d COMMON NAILS
PLACE SSW PANEL OVER THREADED
RODS AND SECURE WITH HEAVY HEX
NUTS (PROVIDED). USE
1 5/8" WRENCH/SOCKET FOR 1" NUT
SET LOWER NUT FLUSH
WITH TOP OF SHEATHING.
SSW BASE PLATE SHALL
SIT FLUSH & LEVEL ON NUTS.
2"x2"x1" DEEP MAX. IN
SHEATHING & RIM JOIST.NUTS SHALL BE SNUG TIGHT.
DO NOT USE AN IMPACT WRENCH.
DEEP HOLE OR NOTCH
DRILL 2" DIAMETER x 1"
(PROVIDED WITH
SSW_2KT)
SHEAR TRANSFER
PER 4/SD5
(LTP4 SHOWN)
(PROVIDED WITH SSW_-2KT)
UPPER PANEL SHEAR
H
NOTCHED RIM JOIST
2nd STORY
STEEL STRONG-WALL
SHEAR TRANSFER PLATE
AND #14 SELF-DRILLING SCREWS
(PROVIDED WITH SSW_-2KT).
FIRST STORY
STEEL STRONG-WALL
FLOOR SHEATHING
PERPENDICULAR FLOOR FRAMING SPACED
AT 2'-0" OC MAXIMUM. WHERE FRAMING
IS PARALLEL TO WALL, INSTALL
BLOCKING WITHIN 6" OF EACH END OF
STEEL STRONG-WALL. BLOCKING DEPTH
SHALL MATCH FLOOR FRAMING DEPTH.
SDS 14" x 312" SCREWS
10d COMMON NAILS
(NOT PROVIDED)
12
9
NOTCHED RIM
JOB NUMBER:
ENGINEER:
DRAFTER:
ORIGINAL ISSUE:
CA
L
I
F
O
R
N
I
A
R
E
S
I
D
E
N
C
E
S
30
6
C
A
L
I
F
O
R
N
I
A
S
T
R
E
E
T
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
24029
JL
JL
06/04/2024
1
PLAN CHECK COMMENTS
10/08/2024 JL
JKLSTRUCTURAL@GMAIL.COM
(626) 524-2210
THE ENGINEER EXPRESSLY RESERVES HIS COMMON LAW
COPYRIGHT IN THESE PLANS. THESE PLANS ARE NOT TO
BE REPRODUCED, CHANGED, OR COPIED IN ANY MANNER
WHATSOEVER, NOR ASSIGNED TO ANY OTHER THIRD
PARTY WITHOUT THE EXPRESSED WRITTEN CONSENT OF
JKL ENGINEERING, INC.
SD5
ST
R
U
C
T
U
R
A
L
D
E
T
A
I
L
S
REVISIONS BY
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7'-1
1
"
NEED TO BE VERIFIED BY THE PUBLIC WORKS
SERVICES INSPECTOR TO MAKE SURE THAT
THE EXISTING SERVICE IS IN COMPLIANCE WITH
THE CURRENT WATER STANDARD
SPECIFICATION
CALCULATIONS SHALL BE
PROVIDED TO VERIFY THE
REQUIRED WATER SERVICE
SIZE