HomeMy WebLinkAbout826-832 Sunset Blvd A & B - 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-1.0 SITE PLAN
A-2.0 1ST FLOOR CONSTRUCTION PLAN
A-2.1 2ND FLOOR CONSTRUCTION PLAN
A-2.2 3RD FLOOR CONSTRUCTION PLAN
A-3.0 1ST FLOOR REFLECTED CEILING PLAN
A-3.1 2ND FLOOR REFLECTED CEILING PLAN
A-3.2 3RD FLOOR 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
STRUCTURAL
SD0 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 GRADING AND DRAINAGE PLAN
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
AHJ STAMP APPROVAL
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GENERAL NOTES/ PROJECT
DATA
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A.B.C.D.E.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 REGULATIONSTHE 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 13DAT 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 DRAWINGSGENERAL 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 WASTETHE 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 TSANG440 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 91803TEL: 626.289.8808EMAIL: PERFECTAAA@AOL.COM
LANDSCAPE ARCHITECTTWO TREES DESIGNS, INC.1832 SAN DIEGO ST. WEST COVINA CA 91790TEL: 626.278.2766EMAIL: 2TREESDESIGN@GMAIL.COM
CIVIL/ GEOTECHNICAL ENGINEER & SURVEYOR:CALLAND ENGINEERING, INC.576 E. LAMBERT RD., BREA, CA 92821TEL: 714.671.1050
EMAIL: LEE@CALLANDENG.COM
JKL ENGINEERING
1529 W. LONGHILL DRIVE, MONTEREY PARK, CA 91754TEL: 626-524-2210EMAIL: JKLSTRUCTURAL@GMAIL.COM
828 SUNSET LLC826-830 SUNSET BLVD., ARCADIA, CA 91007TEL: 909.569.3737
OWNER/ APPLICANT/ CONSULTANT LIST
826-832 SUNSET BLVD., ARCADIA, CA 91007
APPLICABLE CODES
CODES:2022 CALIFORNIA BUILDING CODE- TITLE 24, PART 22022 CALIFORNIA RESIDENTIAL CODE- TITLE 24, PART 2.52022 CALIFORNIA ELECTRICAL CODE- TITLE 24, PART 32022 CALIFORNIA MECHANICAL CODE- TITLE 24, PART 42022 CALIFORNIA PLUMBING CODE- TITLE 24, PART 52022 CALIFORNIA ENERGY CODE- TITLE 24, PART 62022 CALIFORNIA GREEN BUILDING STANDARD CODE- TITLE 24, PART 11WITH CURRENT AMENDMENTS & ALL LOCAL ORDINANCES
DEFFERED SUBMITTALS
•••
•
AUTOMATIC FIRE SPRINKLER SYSTEMDEMOLITIONTRUSS PACKAGE
SOLAR PV SYSTEM (2.53 kWdc)*DEFERRED SUBMITTALS SHOULD BE REVIEWED AND APPROVED BEFORE SUBMITTING TO THE CITY
VICINITY MAP
No.DESCRIPTION DATE
APPLICANT/ OWNER
OWNER:828 SUNSET LLCADDRESS:826-832 SUNSET BLVD., ARCADIA, CA 91007TEL:909.569.3737EMAIL:MAIL@ERIC-DESIGN.COMAPPLICANT:ERIC TSANGADDRESS:440 E. HUNTINGTON DR., STE 323, ARCADIA, CA 91006TEL:909.569.3737EMAIL:MAIL@ERIC-DESIGN.COM
PROJECT DESCRIPTIONPROJECT NAME:SUNSET CONDOMINIUMSPROJECT ADDRESS:826-832 SUNSET BLVD., ARCADIA, CA 91007APN:5783-007-075JOB DESCRIPTION:CONSTRUCT NEW (8) 3- STORY CONDOMINIUMZONING:R-3
NUMBER OF STORY:3OCCUPANCY GROUP:R-3/UCONSTRUCTION TYPE:V-BEXISTING/DEMOLITIONEXISTING HOUSE:525 SF & 900 SFDEMOLITION:ALL EXISTING UNITS
PROJECT INFORMATION
FLOOR AREA SUMMARY:
UNIT 1, 4, 5, 8:1ST FLOOR:215 SF2ND FLOOR:753 SF3RD FLOOR:692 SFGARAGE:490 SF
TOTAL LIVING AREA:1,660 SF
UNIT 2, 3, 6, 7:1ST FLOOR:190 SF2ND FLOOR:767 SF3RD FLOOR:709 SFGARAGE:465 SF
TOTAL LIVING AREA:1,666 SF
GRAND TOTAL LIVING AREA: 13,304 SF
PROJECT DATALOT SIZE:15,192.5 SF MAXIMUM DENSITY:15,192.5 / 1,450 SF = 10 UNITSMINIMUM DENSITY:15,192.5 / 2,200 SF = 6 UNITSPROPOSED DENSITY:8 UNITSREQIRED PARKING SPACE:2 * 8 UNITS = 16 ENCLOSED8 UNITS / 2 = 4 GUESTPROVIDED PARKING SPACES:16 ENCLOSED & 4 GUEST PARKING
TOTAL FRONT YARD AREA:2,595 SF
HARDSCAPE AREA:753 SF
HARDSCAPE RATIO:29%LADNSCAPE AREA:1,842 SF
LANDSCAPE RATIO:71%REQUIRED OPEN SPACE:100 SF * 8 = 800 SFPROPOSED OPEN SPACE:
COMMON:800 SFTOTAL:800 SF
PROJECT DATA
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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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
W D WD WDWD
W D WD WDWD
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5
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W
63
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OKOBOJI DRIVE
(E) 6' HT BLOCK WALL TO REMAIN
T
GM
GM
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WM
T
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N0
4
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4
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5
5
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W
40
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0
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N85°09'34"E 147.50'(E) 4' HT BLOCK WALL TO BE REMOVED
(E) 4' HT BLOCK WALL TO BE REMOVED (E) 6' HT CHAINLINK FENCE TO BE REMOVED
(E
)
6
'
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5
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W
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POWERPOLE
(E) 2' HT BLOCK WALL TO BE REMOVED
40' - 0"
2+4+5+5+5+5+5+5+5+5" CAMPHOR TO BE REMOVED
10" CAMPHOR TO BE REMOVED
30" CAMPHOR TO BE REMOVED
5" MOCK ORANGE TO BE REMOVED
2+3+7" BOTTLEBRUSH TO BE REMOVED
4+5" ORANGE TO BE REMOVED
3+5" MOCK ORANGE TO BE REMOVED
N85°09'34"E 147.50'
25' - 0"
10
'
-
0
"
4' - 0"
UNIT 1 UNIT 2 UNIT 3 UNIT 4
UNIT 5 UNIT 6 UNIT 7 UNIT 8
(N) 6' HT BLOCKWALL 2" INSIDE PROPERTY LINE, STUCCO TO MATCH BLDG
11' - 6"
18
'
-
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25
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3' - 6"11' - 6"
24
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11' - 6"
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VERIFY W/ P.W.
10' - 0"
S
W
W
W
W
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W
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W
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WM
WM
WM
WM
WM
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WM
R 10'
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11' - 0"
11
'
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7' - 0"
7'
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6
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25
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-
0
"
GM GM GM GM
5
10' - 0"
BI
C
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L
E
OPEN SPACE 210 SF
15' - 0"
2' - 0"
24
'
-
0
"
15' - 0"
24
'
-
0
"
18
'
-
0
"
24
'
-
0
"
10
'
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0
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10
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6'
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"
5'
-
6
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-
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"
1'
-
6
"
OPEN SPACE 295 SF
18' - 4"
12' - 10"
18
'
-
6
"
18
'
-
6
"
OPEN SPACE 295 SF
18' - 6"
13' - 0"
CHESS TABLE
PICNIC TABLE
PICNIC TABLE
4+9+14" CAMPHOR TO BE REMOVED
R
1
0
'
-
0
"
20
'
-
0
"
26
'
-
0
"
20
'
-
0
"
R 10
'
-
0
"
826 A 826 B 828 A 828 B
830 A 830 B 832 A 832 B
1
LOCKING DEVICES SHALL BE OPENABLE FROM THE EGRESS SIDE WITHOUT KEY OR SPECIAL KNOWLEDGE
6
7
7
1
1
1
1ST F.F.
AVERAGE EXISTING GRADE
6' HT. BLOCK WALLSTUCCO TO MATCH BLDG
1ST F.F.
AVERAGE EXISTING GRADE
SOLID METAL GATEBRONZE TO MATCH BLDG IRON WORK
6' HT. BLOCK WALLSTUCCO TO MATCH BLDG
4" HSS STEEL POST
4" DIAGONAL BRACING BEHIND
1ST F.F.
AVERAGE EXISTING GRADE
6' HT. BLOCK WALLSTUCCO TO MATCH BLDG
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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SITE PLAN
1" = 10'-0"1 SITE PLAN
APPLICANT/ OWNEROWNER:828 SUNSET LLCADDRESS:826-832 SUNSET BLVD., ARCADIA, CA 91007TEL:909.569.3737EMAIL:MAIL@ERIC-DESIGN.COMAPPLICANT:ERIC TSANGADDRESS:440 E. HUNTINGTON DR., STE 323, ARCADIA, CA 91006TEL:909.569.3737EMAIL:MAIL@ERIC-DESIGN.COMPROJECT DESCRIPTIONPROJECT NAME:SUNSET CONDOMINIUMSPROJECT ADDRESS:826-832 SUNSET BLVD., ARCADIA, CA 91007
APN:5783-007-075JOB DESCRIPTION:CONSTRUCT NEW (8) 3- STORY CONDOMINIUMZONING:R-3NUMBER OF STORY:3OCCUPANCY GROUP:R-3/UCONSTRUCTION TYPE:V-BEXISTING/DEMOLITION
EXISTING HOUSE:525 SF & 900 SFDEMOLITION:ALL EXISTING UNITS
PROJECT INFORMATION
FLOOR AREA SUMMARY:
UNIT 1, 4, 5, 8:1ST FLOOR:215 SF2ND FLOOR:753 SF3RD FLOOR:692 SF
GARAGE:490 SFTOTAL LIVING AREA:1,660 SF
UNIT 2, 3, 6, 7:1ST FLOOR:190 SF2ND FLOOR:767 SF3RD FLOOR:709 SFGARAGE:465 SF
TOTAL LIVING AREA:1,666 SF
GRAND TOTAL LIVING AREA: 13,304 SF
PROJECT DATA
LOT SIZE:15,192.5 SF MAXIMUM DENSITY:15,192.5 / 1,450 SF = 10 UNITSMINIMUM DENSITY:15,192.5 / 2,200 SF = 6 UNITSPROPOSED DENSITY:8 UNITSREQIRED PARKING SPACE:2 * 8 UNITS = 16 ENCLOSED8 UNITS / 2 = 4 GUEST
PROVIDED PARKING SPACES:16 ENCLOSED & 4 GUEST PARKING
TOTAL FRONT YARD AREA:2,595 SFHARDSCAPE AREA:753 SF
HARDSCAPE RATIO:29%
LADNSCAPE AREA:1,842 SFLANDSCAPE RATIO:71%
REQUIRED OPEN SPACE:100 SF * 8 = 800 SFPROPOSED OPEN SPACE:COMMON:800 SFTOTAL:800 SF
PROJECT DATA
DOUBLE SWING DRIVEWAY GATE, 6' HEGIHT X 18' WIDTH 1/4" = 1'-0"2 TRASH ENCLOSURE SOUTH ELEVATION
1/4" = 1'-0"3 TRASH ENCLOSURE WEST ELEVATION
1/4" = 1'-0"4 TRASH ENCLOSURE NORTH ELEVATION
SALSBURY CLUSTER BOX UNITWITH 16 DOORS AND 2 PARCEL LOCKERSBLACK WITH USPS ACCESS
1.2.3.4.5.6.
7.
CONSTRUCT EIGHT (8) 1-INCH WATER METERCONSTRUCT ONE (1) 1-INCH WATER METER FOR IRRRIGATION SERVICECONSTRUCT 1-1/4" WILKINS 375XL BACKFLOW PREVENTERINSTALL 4" DC/DA DEVICE
30" X 60" TRANSFORMER BOX18' x 6' HT DRIVEWAY GATE, KNOX SWITCH TO BE PROVIDED
3'x 6' HT BLACK LOUVERED PEDESTRIAN GATE, LOCKING DEVICES SHALL BE OPENABLE FROM THE EGRESS SIDE WITHOUT KEY OR SPECIAL KNOWLEDGE
1
1
2
3 4
2" SQUARE TUBE 6" METAL PANNELHINGES
6" POST
1/2" STEEL BAR AT 3-1/2" O.C., MATT BLACK
12" ANGELED PANEL ON POST FOR PRIVACY
DRIVEWAY
3-1/2" GAP MAX GATE STOP ARM
POST FOUNDATION & ANCHOR BOLT
OPERATOR ARM
WOOD PANELTO MATCH BLDG SIDING COLOR
6'
-
0
"
LOUVERED PEDESTRIAN GATE
6'
-
0
"
No.DESCRIPTION DATE
1 PCC#1 9/1/2023
1
1
W D WD WDWD
GF
I
EV
GF
I
GF
I
GF
I
GF
I
GF
I
GFIGFI
220V
12
0
V
12
0
V
ARC ARC
ARC ARC ARC
GF
I
EV
GF
I
GF
I
GF
I
GFI GFI
220V
12
0
V
12
0
V
ARCARC
ARCARCARC
GF
I
EV
GF
I
GF
I
GFI GFI
220V
ARCARC
ARCARC
GF
I
GF
I
AR
C
220VDISCONNECT220VDISCONNECT
GF
I
EV
GF
I
GF
I
GFIGFI
220V
ARC ARC
ARC ARC
GF
I
GF
I
AR
C
220VDISCONNECT 220VDISCONNECT
AR
C
GF
I
GF
I
W
P
GF
I
W
P
GF
I
W
P
GFI WPGFI WP
GF
I
W
P
GF
I
W
P
GF
I
W
P
GF
I
W
P
GFI WP GFI WP
2-CAR GARAGE 2-CAR GARAGE 2-CAR GARAGE 2-CAR GARAGE
ENTRY
8' - 6" HT.
ENTRY
8' - 6" HT.
ENTRY
8' - 6" HT.
ENTRY
8' - 6" HT.
A3
16' - 0"X 8' - 0" GARAGE
A1
3' - 6"X 8' - 0" FD
A2
2' - 8"X 8' - 0" SW
B4
16' - 0"X 8' - 0" GARAGE
B2
2' - 8"X 8' - 0" SW
A4
2' - 8"X 8' - 0" SW
B3
2' - 8"X 8' - 0" SW
A2
3' - 0"x 5' - 6" CSSILL HT: 2' - 6"
A3
3' - 0"x 5' - 6" CSSILL HT: 2' - 6"
A1
3' - 0"x 6' - 0" CSSILL HT: 2' - 0"
B1
3' - 6"X 8' - 0" FD
B1
3' - 0"x 6' - 0" CSSILL HT: 2' - 0"
B2
3' - 0"x 6' - 0" CSSILL HT: 2' - 0"
D4
16' - 0"X 8' - 0" GARAGE
D2
2' - 8"X 8' - 0" SW
D1
2' - 6"x 5' - 0"SILL HT: 6' - 6"
C4
16' - 0"X 8' - 0" GARAGE
C2
2' - 8"X 8' - 0" SW
C1
2' - 6"x 5' - 0"SILL HT: 6' - 6"
D3
2' - 8"X 8' - 0" SW
C3
2' - 8"X 8' - 0" SW
D2
3' - 0"x 5' - 6" CSSILL HT: 2' - 6"
D3
3' - 0"x 5' - 6" CSSILL HT: 2' - 6"
C1
3' - 6"X 8' - 0" FD
C2
3' - 0"x 6' - 0" CSSILL HT: 2' - 0"
C3
3' - 0"x 6' - 0" CSSILL HT: 2' - 0"
E1
4' - 0"X 6' - 0" TRASH
D1
3' - 6"X 8' - 0" FD
9' - 3"6' - 4"4' - 4"2' - 4"2' - 2"1' - 0"2' - 2"2' - 4"4' - 10"7' - 10"4' - 9"4' - 6"10' - 6"4' - 9"7' - 10"4' - 10"1' - 0"3' - 6"1' - 0"3' - 6"1' - 0"4' - 4"15' - 7"
109' - 6"
3'
-
9
"
2'
-
6
"
5'
-
0
"
4'
-
2
"
4'
-
8
"
1'
-
9
"
5'
-
0
"
5'
-
9
"
32
'
-
6
"
2' - 6"4' - 1"8' - 10"9' - 0"1' - 0"9' - 0"8' - 10"4' - 1"15' - 0"4' - 1"8' - 10"9' - 0"1' - 0"9' - 0"8' - 10"4' - 1"2' - 6"
47' - 3"
2'
-
6
"
3'
-
6
"
4'
-
9
"
5'
-
0
"
13
'
-
3
"
8'
-
6
"
31
'
-
6
"
4' - 0"5' - 4"13' - 1"2' - 0"
8' - 10"2' - 10"10' - 9"2' - 0"
19' - 10"2' - 1"
8'
-
6
"
3'
-
3
"
7'
-
9
"
9'
-
6
"
3'
-
6
"
4'
-
6
"
3'
-
6
"
20
'
-
6
"
2' - 1"19' - 10"
20
'
-
6
"
3'
-
6
"
4'
-
6
"
3'
-
0
"
20
'
-
0
"
8'
-
6
"
10' - 3"2' - 4"5' - 4"4' - 0"
10' - 3"2' - 10"8' - 10"
5'
-
9
"
5'
-
0
"
13
'
-
3
"
8'
-
6
"
32
'
-
6
"
4'
-
9
"
5'
-
0
"
21
'
-
9
"
31
'
-
6
"
2'
-
6
"
3'
-
6
"
4' - 0"5' - 4"6"12' - 1"
8' - 10"2' - 10"10' - 3"
19' - 10"2' - 1"
8'
-
6
"
20
'
-
6
"
2'
-
6
"
4'
-
6
"
3'
-
6
"
20
'
-
6
"
4'
-
6
"
3'
-
6
"
20
'
-
6
"
8'
-
6
"
20
'
-
6
"
3'
-
6
"
10' - 3"2' - 10"8' - 10"
15' - 1"5' - 4"4' - 0"
2' - 1"19' - 10"
2
2 2 2
2
2
1 1
1 1
551515151555
11 11 11 11
17
17
17 17
7.
7
5
"
M
A
X
.
7.
7
5
"
M
A
X
.
7.
7
5
"
M
A
X
.
7.75" MAX.
1
A-5.0
1
A-5.0
2
A-5.0
2
A-5.0
16
A-7.0
TYP
2
A-7.1
TYP
1
A-7.1
TYP
15
A-7.1
TYP
7.
7
5
"
M
A
X
.
7.
7
5
"
M
A
X
.
7.
7
5
"
M
A
X
.
7.
7
5
"
M
A
X
.
99 9 9
4
A-7.1
TYP
4'
-
6
"
1 1
4'
-
6
"
66
6 6111 1
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" SQCONCRETE PAD PER UNIT, 3" MIN ABOVE GRADEHEATPUMP 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 ANANTI 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 (180 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
1.
2.A.B.3.
4.
5.
6.
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:0.30SHGC: 0.23BASEMENTS, 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.
FLOOR PLAN NOTES
1
1
1
1/4" = 1'-0"1 1ST FLOOR CONSTRUCTION PLAN
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
9/
1
2
/
2
0
2
3
1
2
:
5
7
:
0
3
P
M
A-2.0
SU
N
S
E
T
C
O
N
D
O
M
I
N
I
U
M
S
82
6
-
8
3
2
S
U
N
S
E
T
B
L
V
D
.
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
1ST FLOOR CONSTRUCTION
PLAN
WINDOW SCHEDULE
#WINDOW TYPE WD HT SILL
A1 CASEMENT 3' - 0"6' - 0"2' - 0"
A2 CASEMENT 3' - 0"5' - 6"2' - 6"
A3 CASEMENT 3' - 0"5' - 6"2' - 6"
A4 FIXED1 2' - 6"5' - 0"7' - 0"
A5 DBL.CASEMENT 6' - 0"5' - 0"2' - 6"
A6 DBL.CASEMENT 6' - 0"4' - 6"3' - 0"
A7 FIXED1 3' - 0"2' - 0"5' - 6"
A8 CASEMENT 3' - 0"5' - 6"2' - 0"
A9 CASEMENT 3' - 0"5' - 6"2' - 0"
A10 CASEMENT 3' - 0"5' - 6"2' - 0"
A11 DBL.CASEMENT 6' - 0"5' - 0"2' - 6"
A12 CASEMENT 3' - 0"5' - 0"2' - 0"
A13 DBL.CASEMENT 6' - 0"4' - 6"2' - 6"
A14 CASEMENT 2' - 0"4' - 0"3' - 0"
A15 CASEMENT 2' - 0"4' - 0"3' - 0"
A16 DBL.CASEMENT 6' - 0"5' - 0"2' - 0"
A17 FIXED1 2' - 6"5' - 0"6' - 6"
B1 CASEMENT 3' - 0"6' - 0"2' - 0"
B2 CASEMENT 3' - 0"6' - 0"2' - 0"
B3 FIXED1 2' - 6"5' - 0"7' - 0"
B4 DBL.CASEMENT 6' - 0"5' - 0"2' - 6"
B5 DBL.CASEMENT 6' - 0"4' - 6"3' - 0"
B6 FIXED1 3' - 0"2' - 0"5' - 6"
B7 CASEMENT 3' - 0"6' - 0"1' - 6"
B8 CASEMENT 3' - 0"6' - 0"1' - 6"
B9 CASEMENT 3' - 0"6' - 0"1' - 6"
B10 DBL.CASEMENT 6' - 0"5' - 0"2' - 6"
B11 CASEMENT 3' - 0"5' - 0"2' - 0"
B12 DBL.CASEMENT 6' - 0"4' - 6"2' - 6"
B13 CASEMENT 2' - 0"4' - 0"3' - 0"
B14 CASEMENT 2' - 0"4' - 0"3' - 0"
B15 DBL.CASEMENT 6' - 0"5' - 0"3' - 0"
B16 FIXED1 2' - 6"5' - 0"6' - 6"
C1 FIXED1 2' - 6"5' - 0"6' - 6"
C2 CASEMENT 3' - 0"6' - 0"2' - 0"
C3 CASEMENT 3' - 0"6' - 0"2' - 0"
C4 FIXED1 2' - 6"5' - 0"7' - 0"
C5 DBL.CASEMENT 6' - 0"5' - 0"2' - 6"
C6 DBL.CASEMENT 6' - 0"4' - 6"3' - 0"
C7 FIXED1 3' - 0"2' - 0"5' - 6"
C8 CASEMENT 3' - 0"6' - 0"1' - 6"
C9 CASEMENT 3' - 0"6' - 0"1' - 6"
C10 CASEMENT 3' - 0"6' - 0"1' - 6"
C11 DBL.CASEMENT 6' - 0"5' - 0"2' - 6"
C12 CASEMENT 3' - 0"5' - 0"2' - 0"
C13 DBL.CASEMENT 6' - 0"4' - 6"2' - 6"
C14 CASEMENT 2' - 0"4' - 0"3' - 0"
C15 CASEMENT 2' - 0"4' - 0"3' - 0"
C16 DBL.CASEMENT 6' - 0"5' - 0"3' - 0"
D1 FIXED1 2' - 6"5' - 0"6' - 6"
D2 CASEMENT 3' - 0"5' - 6"2' - 6"
D3 CASEMENT 3' - 0"5' - 6"2' - 6"
DOOR SCHEDULE
#DOOR TYPE WD.HT.
A1 FRENCH 3' - 6"8' - 0"
A2 SINGLE SWING 2' - 8"8' - 0"
A3 GARAGE 2-PANEL 16' - 0"8' - 0"
A4 SINGLE SWING 2' - 8"8' - 0"
A5 SINGLE SWING 2' - 8"8' - 0"
A6 SINGLE SWING 2' - 6"8' - 0"
A7 SINGLE SWING 2' - 8"8' - 0"
A8 SINGLE SWING 2' - 6"8' - 0"
A9 SINGLE SWING 2' - 8"8' - 0"
A10 SINGLE SWING 2' - 6"8' - 0"
A11 SINGLE SWING 2' - 6"8' - 0"
B1 FRENCH 3' - 6"8' - 0"
B2 SINGLE SWING 2' - 8"8' - 0"
B3 SINGLE SWING 2' - 8"8' - 0"
B4 GARAGE 2-PANEL 16' - 0"8' - 0"
B5 SINGLE SWING 2' - 8"8' - 0"
B6 SINGLE SWING 2' - 6"8' - 0"
B7 SINGLE SWING 2' - 8"8' - 0"
B8 SINGLE SWING 2' - 6"8' - 0"
B9 SINGLE SWING 2' - 8"8' - 0"
B10 SINGLE SWING 2' - 6"8' - 0"
B11 SINGLE SWING 2' - 6"8' - 0"
C1 FRENCH 3' - 6"8' - 0"
C2 SINGLE SWING 2' - 8"8' - 0"
C3 SINGLE SWING 2' - 8"8' - 0"
C4 GARAGE 2-PANEL 16' - 0"8' - 0"
C5 SINGLE SWING 2' - 8"8' - 0"
C6 SINGLE SWING 2' - 6"8' - 0"
C7 SINGLE SWING 2' - 8"8' - 0"
C8 SINGLE SWING 2' - 6"8' - 0"
C9 SINGLE SWING 2' - 8"8' - 0"
C10 SINGLE SWING 2' - 6"8' - 0"
C11 SINGLE SWING 2' - 6"8' - 0"
D1 FRENCH 3' - 6"8' - 0"
D2 SINGLE SWING 2' - 8"8' - 0"
FLOOR PLAN KEYNOTE
1 ELECTRICAL WATER HEATER 80 GALLONRHEEM XE80T10H22U0 OR EQUAL
2
ONE HR. FIRE-RESISTIVE CONSTRUCTION R-19,-PROVIDE 5/8" TYPE 'X' GYPSUM BOARD AND7/8" STUCCO AT ALL GARAGE SIDE WALLSEPARATING HABITABLE SPACE-PROVIDE 5/8" TYPE 'X' GYPSUM BOARD ATENTIRE GARAGE CEILING USABLE SPACEUNDER STAIRWAY-PROVIDE 5/8" TYPE 'X' GYPSUM BOARD ATWALLS AND CEILING ON ALL WALLS ANDCEILING AT WASHER/DRYER ANDWATERHEATER.-ONE HOUR FIRE RESISTIVE CONSTRUCTION5/8" GYP.ED. TYPE 'X' ON ALL WALLS, CEILING,POSTS, AND BEAMS ADJACENT TO ORSUPPORTING THE DWELLING.-ONE HOUR FIRE RESISTIVE CONSTRUCTION5/8" GYP.BD. TYPE 'X' ON ALL WALLS ANDCEILING OF WATER HEATER WHERE THEOCCUPANCY SEPARATION IS HORIZONTAL,STRUCTURAL MEMBERS SUPPORTING THESEPARATION SHALL BE PROTECTED BYEQUIVALENT 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 GUARDHANDRAIL. REQUIRED GUARDS SHALL NOTHAVE OPENINGS FROM WALKING SURFACE TOREQUIRED GUARD HEIGHT WHICH ALLOWSPASSAGE OF A SPHERE 4 INCHES IN DIAMETER
6 PROVIDE A 1 3/8" THICK SOLID WOOD DOOR,SELF-CLOSING AND SELF-LATCHING DOORWITH 20 MIN. S-RATING AND TIGHT FITTING
7 STRAIGHT OPENING
8 CABINETS OR SHELVES
9
PROVIDE HOOD VENT TO OUTSIDE AIR ATKITCHEN & DRYER. EXHAUST DUCT- 4"DIAMETER EXHAUST FOR DRYER. 6" DIAMETEREXHAUST FOR KITCHEN. LIMITED TO 14' AND 2ELBOWS. REDUCE 2' FOR EVERY ELBOW INEXCESS OF 2.
10 PROVIDE A 6" X 14" COMBUSTION AIR VENTWITH A 6" MAX HT ABOVE FINISH FLOOR
11
PROVIDE A 36" SQ CONCRETE PAD FOR THEA/C CONDENSER UNIT AND A NEARBY POSITIVEMEANS OF DISCONECT AND 120 VOLTRECEPTACLE. EXTERIOR PADS SUPPORTINGCOMPRESSOR/CONDENSER/WATER HEATERSHALL BE A MINIMUM OF 3" ABOVE GRADE.[MC909.3;PC 510.6]
12
7/8" STUCCO ON ALL EXTERIOR WALLS W/THREE COAT APPLICATIONS APPROVED BUILDING PAPER UNDEREXTERIOR FINISHES. THREE LAYERS OFGRADE D PAPER SHALL BE APPLIED OVER ALLWOOD BASE SHEATHING.
FLOOR PLAN KEYNOTE
13
WALL COVERING OF SHOWER OR TUBS WITHINSHOWERS: CEMENT, FIBER-CEMENT,FIBER-MAT REINFORCED CEMENT, GLASS MATGYPSUM OR FIBER-REINFORCED GYPSUMBACKERS, TO A HEIGHT OF NOT LESS THAN 72INCHES ABOVE DRAIN INLET, SHALL BE USEDAS A BASE FOR WALL TILE IN TUB ANDSHOWER AREAS AND WALL AND CEILINGPANELS IN SHOWER AREAS. MATERIALSOTHER THAN STRUCTURAL ELEMENTS SHALLBE MOISTURE RESISTANT. GLASS ENCLOSUREDOORS AND PANELS MUST BE SAFTY GLAZING,CATEGORY II. SWING DOOR OUTWARD. NETAREA OF SHOWER RECEPTOR SHALL BE NOTLESS THAN 1,024 SQ. IN. OF FLOOR AREA, ANDENCOMPASS 30 INCH DIAMETER CIRCLE.
14
SAFETY GLAZING/TEMPERED GLASS (SEEDOOR/WINDOW TAGS FOR "TG") ALL GLAZINGIN HAZARDOUS LOCATIONS MUST BEIDENTIFIED BY A LABEL (PERMANENT IFTEMPERED) 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 THELOWEST EDGE LESS THAN 18" ABOVE THEFINISH-FLOOR AND HAVING A TOP EDGE GREATERTHAN 36" ABOVE THE FLOOR,-GLAZING 5'-0" FROM TOP OR BOTTOM OFSTAIRWAYS WITH BOTTOM EDGE LESS THAN60" ABOVE WALKING SURFACE-WARDROBE DOORS.
15
STAIR-MINIMUM 36" WIDE STAIRWAY AND LANDINGS-THE LARGEST RISE OR RUN IN A FLIGHT OFSTAIRS MAY NOT EXCEED THE SMALLEST BYMORE THAN 3/8"-DIMENSION HEADROOM OVER STAIRS TOHAVE 6'-8" MIN FROM NOSING OF TREAD.
16
VENTILATION DEVICE MUST BE VENTED TO THEOUTSIDE WITH EITHER INTERMITTENT(KITCHEN ≥ 100 CFM, BATHROOM ≥ 50 CFM) ORCONTINUOUS AIR (KITCHEN ≥ 5 AC/H) [CECE150(o)]
17
LANDING, WITH A WIDTH NOT LESS THAN THEWIDTH OF DOOR AND LENGTH IN THEDIRECTION OF TRAVEL OF NOT LESS THAN 36INCHES, WILL BE PROVIDED ON EACH SIDE OFDOORS. THE ELEVATION OF LANDING SHALLNOT EXCEED 1 1/2 INCH DIFFERENCE THANTHE THRESHOLD OF THE DOORWAY (7.75 INCHIF DOOR DOES NOT SWING OVER LANDING ORSTEPS) [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 RAISEDHEARTH REQ. (SUPERIOR VRT 4500)APPROVED TO US AND CANADIAN SAFETYPERFORMANCE STANDARDS ANSI Z21.99/CSA2.33-M98 VENTED GAS FIREPLACE HEATERS.
FLOOR PLAN KEYNOTE
19
THE EXHAUST FAN CONTROL USED FORWHOLE-BUILDING CONTINUOUS OPERATION ISREQUIRED TO MAINTAIN MINIMUM LEVELS OFOUTSIDE AIR VENTILATION REQUIRED FORGOOD HEALTH, THE FAN CONTROL SHOULD BEON AT ALL TIMES WHEN THE BUILDING ISOCCUPIED, UNLESS THERE IS A SEVEREOUTDOOR AIR CONTAMINATION. "PANASONICFV-13VK3 130/0 CFM 6" DUCT" INSTALL PERMANUFACTURER'S SPEC. 114 CFM MIN. DUCTLOCATION: SECOND FLOOR HALLWAY, SEEREFLECTED CEILING PLAN
20
1 HR FIRE RATED/ FIRE BLOCKING IS REQUIREDIN CONCEALED SPACES 10' O.C. HORIZONTALAND VERTICALLY AT THE CEILING AND FLOORLEVELS, CONNECTIONS BETWEENHORIZONTAL AND VERTICAL SPACES,CONCEALED SPACES BETWEEN STAIR ANDLANDING, OPENINGS AROUND VENTS, PIPES,DUCTS, CABLES WIRES, CHIMNEYS ANDFIREPLACE/ ALL DUCTS AND ELEVATORSHAFTS
21
A DRYER COMPARTMENT SHALL BE PROVIDEDWITH A MIUIMUM OPENING OF 100 SQUAREINCHES FOR MAKEUP AIR IN THE DOOR OR BYOTHER APPROVED MEANS. [CMC 504.3.2]
22
WATER PROOF MATERIALENDURO PRODUCTS, INC. ICC-ESR- 2245,ENDURA-KOTE TOTAL SYSTEM MIN 1/4" THICKOVER 1/16" THICK MIN TEXTURE & COLOR COATOVER 1/16" THICK MIN. 2ND COAT. OVER 1/8"THK. MIN. 1ST COAT, AND OVER 2.5 POUND PERSQUARE YARD GAL VANIZED METAL LATH OVERPLYWOOD ROOF SHEATING (TYP.)
23
ENCLOSED ACCESSIBLE SPACE UNDER STAIRSSHALL HAVE WALLS, UNDER-STAIR SURFACEAND ANY SOFFITS PROTECTED ON THEENCLOSED SIDE WITH 1/2-INCH GYPSUMBOARD. BUILDING CODE 1009.6.3
ABBREVIATIONS
AW AWNING
CLST CLOSET
CS CASEMENT
DBL DOUBLE
FD FRENCH DOOR
SH SINGLE HUNG
SL SLIDER
SW SWING
TG TEMPERED GLASS
1.
2.
A.B.
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:0.30SHGC: 0.23
WINDOW SCHEDULE
#WINDOW TYPE WD HT SILL
D4 FIXED1 2' - 6"5' - 0"7' - 0"
D5 DBL.CASEMENT 6' - 0"5' - 0"2' - 6"
D6 DBL.CASEMENT 6' - 0"4' - 6"3' - 0"
D7 FIXED1 3' - 0"2' - 0"5' - 6"
D8 CASEMENT 3' - 0"5' - 6"2' - 0"
D9 CASEMENT 3' - 0"5' - 6"2' - 0"
D10 CASEMENT 3' - 0"5' - 6"2' - 0"
D11 DBL.CASEMENT 6' - 0"5' - 0"2' - 6"
D12 CASEMENT 3' - 0"5' - 0"2' - 0"
D13 DBL.CASEMENT 6' - 0"4' - 6"2' - 6"
D14 CASEMENT 2' - 0"4' - 0"3' - 0"
D15 CASEMENT 2' - 0"4' - 0"3' - 0"
D16 DBL.CASEMENT 6' - 0"5' - 0"2' - 0"
DOOR SCHEDULE
#DOOR TYPE WD.HT.
D3 SINGLE SWING 2' - 8"8' - 0"
D4 GARAGE 2-PANEL 16' - 0"8' - 0"
D5 SINGLE SWING 2' - 8"8' - 0"
D6 SINGLE SWING 2' - 6"8' - 0"
D7 SINGLE SWING 2' - 8"8' - 0"
D8 SINGLE SWING 2' - 6"8' - 0"
D9 SINGLE SWING 2' - 8"8' - 0"
D10 SINGLE SWING 2' - 6"8' - 0"
D11 SINGLE SWING 2' - 6"8' - 0"
E1 DOUBLE TRASHGATE 4' - 0"6' - 0"
No.DESCRIPTION DATE
1 PCC#1 9/1/2023
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" SQCONCRETE PAD PER UNIT, 3" MIN ABOVE GRADEHEATPUMP 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 ANANTI 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 (180 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
1.
2.A.B.3.
4.
5.
6.
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:0.30SHGC: 0.23BASEMENTS, 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.
FLOOR PLAN NOTES
1
1
1
BEDROOM 1
9' - 0" HT.
KITCHEN
9' - 0" HT.
DINING ROOM
9' - 0" HT.LIVING ROOM
9' - 0" HT.
BEDROOM 1
9' - 0" HT.
KITCHEN
9' - 0" HT.
DINING ROOM
9' - 0" HT.LIVING ROOM
9' - 0" HT.
BEDROOM 1
9' - 0" HT.
KITCHEN
9' - 0" HT.
DINING ROOM
9' - 0" HT.LIVING ROOM
9' - 0" HT.
BEDROOM 1
9' - 0" HT.
KITCHEN
9' - 0" HT.
DINING ROOM
9' - 0" HT.
LIVING ROOM
9' - 0" HT.
A5
2' - 8"X 8' - 0" SW
A5
6' - 0"x 5' - 0" DBL CSSILL HT: 2' - 6"
A4
2' - 6"x 5' - 0"SILL HT: 7' - 0"
B5
2' - 8"X 8' - 0" SW
B4
6' - 0"x 5' - 0" DBL CSSILL HT: 2' - 6"
B3
2' - 6"x 5' - 0"SILL HT: 7' - 0"
A6
6' - 0"x 4' - 6" DBL CSSILL HT: 3' - 0"
A9
3' - 0"x 5' - 6" CSSILL HT: 2' - 0"
A8
3' - 0"x 5' - 6" CSSILL HT: 2' - 0"
A10
3' - 0"x 5' - 6" CSSILL HT: 2' - 0"
A11
6' - 0"x 5' - 0" DBL CSSILL HT: 2' - 6"
B5
6' - 0"x 4' - 6" DBL CSSILL HT: 3' - 0"
B8
3' - 0"x 6' - 0" CSSILL HT: 1' - 6"
B7
3' - 0"x 6' - 0" CSSILL HT: 1' - 6"
B9
3' - 0"x 6' - 0" CSSILL HT: 1' - 6"
B10
6' - 0"x 5' - 0" DBL CSSILL HT: 2' - 6"
B6
3' - 0"x 2' - 0" FXSILL HT: 5' - 6"
A7
3' - 0"x 2' - 0" FXSILL HT: 5' - 6"
D5
2' - 8"X 8' - 0" SW
D5
6' - 0"x 5' - 0" DBL CSSILL HT: 2' - 6"
D4
2' - 6"x 5' - 0"SILL HT: 7' - 0"
C5
2' - 8"X 8' - 0" SW
C5
6' - 0"x 5' - 0" DBL CSSILL HT: 2' - 6"
C4
2' - 6"x 5' - 0"SILL HT: 7' - 0"
D6
6' - 0"x 4' - 6" DBL CSSILL HT: 3' - 0"
D9
3' - 0"x 5' - 6" CSSILL HT: 2' - 0"
D8
3' - 0"x 5' - 6" CSSILL HT: 2' - 0"
D10
3' - 0"x 5' - 6" CSSILL HT: 2' - 0"
D11
6' - 0"x 5' - 0" DBL CSSILL HT: 2' - 6"
C6
6' - 0"x 4' - 6" DBL CSSILL HT: 3' - 0"
C9
3' - 0"x 6' - 0" CSSILL HT: 1' - 6"
C8
3' - 0"x 6' - 0" CSSILL HT: 1' - 6"
C10
3' - 0"x 6' - 0" CSSILL HT: 1' - 6"
C11
6' - 0"x 5' - 0" DBL CSSILL HT: 2' - 6"
C7
3' - 0"x 2' - 0" FXSILL HT: 5' - 6"
D7
3' - 0"x 2' - 0" FXSILL HT: 5' - 6"
A6
2' - 6"X 8' - 0" SW
B6
2' - 6"X 8' - 0" SW
D6
2' - 6"X 8' - 0" SW
C6
2' - 6"X 8' - 0" SW
5 5 5 5
16
1313
16 16
13
16
13
16
1616
8 8
16
8
8
8888
99 99
9' - 4"3' - 3"10' - 4"11' - 10"3' - 3"9' - 4"
2' - 0"7' - 4"3' - 3"10' - 4"11' - 10"3' - 3"9' - 4"
12' - 7"2' - 4"7' - 0"7' - 0"2' - 4"12' - 7"
12' - 7"9' - 4"9' - 4"12' - 7"
3'
-
0
"
12
'
-
0
"
5'
-
6
"
3'
-
0
"
3'
-
0
"
8'
-
0
"
8'
-
6
"
11
'
-
6
"
15
'
-
0
"
2'
-
6
"
1'
-
8
"
8'
-
1
0
"
5'
-
6
"
12
'
-
6
"
8'
-
6
"
11
'
-
6
"
15
'
-
0
"
4'
-
0
"
11
'
-
0
"
5'
-
6
"
3'
-
0
"
3'
-
0
"
8'
-
0
"
2'
-
6
"
1'
-
8
"
8'
-
1
0
"
5'
-
6
"
11
'
-
6
"
2'
-
6
"
1'
-
8
"
8'
-
1
0
"
5'
-
6
"
11
'
-
6
"
4'
-
0
"
11
'
-
0
"
5'
-
6
"
3'
-
0
"
3'
-
0
"
8'
-
0
"
8'
-
6
"
11
'
-
6
"
15
'
-
0
"
8'
-
6
"
11
'
-
6
"
15
'
-
0
"
3'
-
0
"
12
'
-
0
"
5'
-
6
"
3'
-
0
"
3'
-
0
"
8'
-
0
"
2'
-
6
"
1'
-
8
"
8'
-
1
0
"
5'
-
6
"
12
'
-
6
"
9' - 4"3' - 3"11' - 10"10' - 4"3' - 3"9' - 4"
10' - 4"3' - 3"3' - 10"3' - 6"2' - 0"2' - 0"3' - 6"3' - 6"3' - 7"11' - 10"
7' - 0"2' - 4"12' - 7"2' - 0"3' - 6"3' - 6"3' - 7"2' - 4"7' - 0"
9' - 4"12' - 7"12' - 7"9' - 4"
6"
1'
-
0
"
6'
-
6
"
6'
-
6
"
2'
-
3
"
5'
-
0
"
5'
-
0
"
5'
-
9
"
2'
-
6
"
35
'
-
0
"
2' - 9"6' - 1"7' - 6"5' - 8"1' - 0"5' - 8"7' - 5"6' - 1"2' - 9"2' - 6"10' - 0"2' - 6"2' - 9"6' - 1"7' - 5"5' - 8"1' - 0"5' - 8"7' - 6"6' - 1"2' - 9"1' - 0"
47' - 3"10' - 0"48' - 3"
3'
-
6
"
4'
-
3
"
5'
-
0
"
5'
-
0
"
2'
-
9
"
6'
-
6
"
6'
-
6
"
1'
-
0
"
6"
35
'
-
0
"
9' - 10"3' - 6"5' - 1"2' - 4"2' - 2"1' - 0"2' - 2"2' - 4"5' - 1"3' - 6"11' - 4"
48' - 3"10' - 0"48' - 3"
2'
-
6
"
5'
-
9
"
5'
-
0
"
5'
-
0
"
2'
-
3
"
6'
-
6
"
6'
-
6
"
1'
-
0
"
6"
35
'
-
0
"
10' - 0"11' - 4"3' - 6"5' - 1"2' - 4"2' - 2"1' - 0"2' - 2"2' - 4"5' - 1"3' - 6"9' - 10"
6"
1'
-
0
"
6'
-
6
"
6'
-
6
"
2'
-
9
"
5'
-
0
"
5'
-
0
"
4'
-
3
"
3'
-
6
"
35
'
-
0
"
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
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
9/
1
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2
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2
3
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5
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A-2.1
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82
6
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6
2ND FLOOR CONSTRUCTION
PLAN
WINDOW SCHEDULE
#WINDOW TYPE WD HT SILL
A1 CASEMENT 3' - 0"6' - 0"2' - 0"
A2 CASEMENT 3' - 0"5' - 6"2' - 6"
A3 CASEMENT 3' - 0"5' - 6"2' - 6"
A4 FIXED1 2' - 6"5' - 0"7' - 0"
A5 DBL.CASEMENT 6' - 0"5' - 0"2' - 6"
A6 DBL.CASEMENT 6' - 0"4' - 6"3' - 0"
A7 FIXED1 3' - 0"2' - 0"5' - 6"
A8 CASEMENT 3' - 0"5' - 6"2' - 0"
A9 CASEMENT 3' - 0"5' - 6"2' - 0"
A10 CASEMENT 3' - 0"5' - 6"2' - 0"
A11 DBL.CASEMENT 6' - 0"5' - 0"2' - 6"
A12 CASEMENT 3' - 0"5' - 0"2' - 0"
A13 DBL.CASEMENT 6' - 0"4' - 6"2' - 6"
A14 CASEMENT 2' - 0"4' - 0"3' - 0"
A15 CASEMENT 2' - 0"4' - 0"3' - 0"
A16 DBL.CASEMENT 6' - 0"5' - 0"2' - 0"
A17 FIXED1 2' - 6"5' - 0"6' - 6"
B1 CASEMENT 3' - 0"6' - 0"2' - 0"
B2 CASEMENT 3' - 0"6' - 0"2' - 0"
B3 FIXED1 2' - 6"5' - 0"7' - 0"
B4 DBL.CASEMENT 6' - 0"5' - 0"2' - 6"
B5 DBL.CASEMENT 6' - 0"4' - 6"3' - 0"
B6 FIXED1 3' - 0"2' - 0"5' - 6"
B7 CASEMENT 3' - 0"6' - 0"1' - 6"
B8 CASEMENT 3' - 0"6' - 0"1' - 6"
B9 CASEMENT 3' - 0"6' - 0"1' - 6"
B10 DBL.CASEMENT 6' - 0"5' - 0"2' - 6"
B11 CASEMENT 3' - 0"5' - 0"2' - 0"
B12 DBL.CASEMENT 6' - 0"4' - 6"2' - 6"
B13 CASEMENT 2' - 0"4' - 0"3' - 0"
B14 CASEMENT 2' - 0"4' - 0"3' - 0"
B15 DBL.CASEMENT 6' - 0"5' - 0"3' - 0"
B16 FIXED1 2' - 6"5' - 0"6' - 6"
C1 FIXED1 2' - 6"5' - 0"6' - 6"
C2 CASEMENT 3' - 0"6' - 0"2' - 0"
C3 CASEMENT 3' - 0"6' - 0"2' - 0"
C4 FIXED1 2' - 6"5' - 0"7' - 0"
C5 DBL.CASEMENT 6' - 0"5' - 0"2' - 6"
C6 DBL.CASEMENT 6' - 0"4' - 6"3' - 0"
C7 FIXED1 3' - 0"2' - 0"5' - 6"
C8 CASEMENT 3' - 0"6' - 0"1' - 6"
C9 CASEMENT 3' - 0"6' - 0"1' - 6"
C10 CASEMENT 3' - 0"6' - 0"1' - 6"
C11 DBL.CASEMENT 6' - 0"5' - 0"2' - 6"
C12 CASEMENT 3' - 0"5' - 0"2' - 0"
C13 DBL.CASEMENT 6' - 0"4' - 6"2' - 6"
C14 CASEMENT 2' - 0"4' - 0"3' - 0"
C15 CASEMENT 2' - 0"4' - 0"3' - 0"
C16 DBL.CASEMENT 6' - 0"5' - 0"3' - 0"
D1 FIXED1 2' - 6"5' - 0"6' - 6"
D2 CASEMENT 3' - 0"5' - 6"2' - 6"
D3 CASEMENT 3' - 0"5' - 6"2' - 6"
DOOR SCHEDULE
#DOOR TYPE WD.HT.
A1 FRENCH 3' - 6"8' - 0"
A2 SINGLE SWING 2' - 8"8' - 0"
A3 GARAGE 2-PANEL 16' - 0"8' - 0"
A4 SINGLE SWING 2' - 8"8' - 0"
A5 SINGLE SWING 2' - 8"8' - 0"
A6 SINGLE SWING 2' - 6"8' - 0"
A7 SINGLE SWING 2' - 8"8' - 0"
A8 SINGLE SWING 2' - 6"8' - 0"
A9 SINGLE SWING 2' - 8"8' - 0"
A10 SINGLE SWING 2' - 6"8' - 0"
A11 SINGLE SWING 2' - 6"8' - 0"
B1 FRENCH 3' - 6"8' - 0"
B2 SINGLE SWING 2' - 8"8' - 0"
B3 SINGLE SWING 2' - 8"8' - 0"
B4 GARAGE 2-PANEL 16' - 0"8' - 0"
B5 SINGLE SWING 2' - 8"8' - 0"
B6 SINGLE SWING 2' - 6"8' - 0"
B7 SINGLE SWING 2' - 8"8' - 0"
B8 SINGLE SWING 2' - 6"8' - 0"
B9 SINGLE SWING 2' - 8"8' - 0"
B10 SINGLE SWING 2' - 6"8' - 0"
B11 SINGLE SWING 2' - 6"8' - 0"
C1 FRENCH 3' - 6"8' - 0"
C2 SINGLE SWING 2' - 8"8' - 0"
C3 SINGLE SWING 2' - 8"8' - 0"
C4 GARAGE 2-PANEL 16' - 0"8' - 0"
C5 SINGLE SWING 2' - 8"8' - 0"
C6 SINGLE SWING 2' - 6"8' - 0"
C7 SINGLE SWING 2' - 8"8' - 0"
C8 SINGLE SWING 2' - 6"8' - 0"
C9 SINGLE SWING 2' - 8"8' - 0"
C10 SINGLE SWING 2' - 6"8' - 0"
C11 SINGLE SWING 2' - 6"8' - 0"
D1 FRENCH 3' - 6"8' - 0"
D2 SINGLE SWING 2' - 8"8' - 0"
FLOOR PLAN KEYNOTE
1 ELECTRICAL WATER HEATER 80 GALLONRHEEM XE80T10H22U0 OR EQUAL
2
ONE HR. FIRE-RESISTIVE CONSTRUCTION R-19,-PROVIDE 5/8" TYPE 'X' GYPSUM BOARD AND7/8" STUCCO AT ALL GARAGE SIDE WALLSEPARATING HABITABLE SPACE-PROVIDE 5/8" TYPE 'X' GYPSUM BOARD ATENTIRE GARAGE CEILING USABLE SPACEUNDER STAIRWAY-PROVIDE 5/8" TYPE 'X' GYPSUM BOARD ATWALLS AND CEILING ON ALL WALLS ANDCEILING AT WASHER/DRYER ANDWATERHEATER.-ONE HOUR FIRE RESISTIVE CONSTRUCTION5/8" GYP.ED. TYPE 'X' ON ALL WALLS, CEILING,POSTS, AND BEAMS ADJACENT TO ORSUPPORTING THE DWELLING.-ONE HOUR FIRE RESISTIVE CONSTRUCTION5/8" GYP.BD. TYPE 'X' ON ALL WALLS ANDCEILING OF WATER HEATER WHERE THEOCCUPANCY SEPARATION IS HORIZONTAL,STRUCTURAL MEMBERS SUPPORTING THESEPARATION SHALL BE PROTECTED BYEQUIVALENT 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 GUARDHANDRAIL. REQUIRED GUARDS SHALL NOTHAVE OPENINGS FROM WALKING SURFACE TOREQUIRED GUARD HEIGHT WHICH ALLOWSPASSAGE OF A SPHERE 4 INCHES IN DIAMETER
6 PROVIDE A 1 3/8" THICK SOLID WOOD DOOR,SELF-CLOSING AND SELF-LATCHING DOORWITH 20 MIN. S-RATING AND TIGHT FITTING
7 STRAIGHT OPENING
8 CABINETS OR SHELVES
9
PROVIDE HOOD VENT TO OUTSIDE AIR ATKITCHEN & DRYER. EXHAUST DUCT- 4"DIAMETER EXHAUST FOR DRYER. 6" DIAMETEREXHAUST FOR KITCHEN. LIMITED TO 14' AND 2ELBOWS. REDUCE 2' FOR EVERY ELBOW INEXCESS OF 2.
10 PROVIDE A 6" X 14" COMBUSTION AIR VENTWITH A 6" MAX HT ABOVE FINISH FLOOR
11
PROVIDE A 36" SQ CONCRETE PAD FOR THEA/C CONDENSER UNIT AND A NEARBY POSITIVEMEANS OF DISCONECT AND 120 VOLTRECEPTACLE. EXTERIOR PADS SUPPORTINGCOMPRESSOR/CONDENSER/WATER HEATERSHALL BE A MINIMUM OF 3" ABOVE GRADE.[MC909.3;PC 510.6]
12
7/8" STUCCO ON ALL EXTERIOR WALLS W/THREE COAT APPLICATIONS APPROVED BUILDING PAPER UNDEREXTERIOR FINISHES. THREE LAYERS OFGRADE D PAPER SHALL BE APPLIED OVER ALLWOOD BASE SHEATHING.
FLOOR PLAN KEYNOTE
13
WALL COVERING OF SHOWER OR TUBS WITHINSHOWERS: CEMENT, FIBER-CEMENT,FIBER-MAT REINFORCED CEMENT, GLASS MATGYPSUM OR FIBER-REINFORCED GYPSUMBACKERS, TO A HEIGHT OF NOT LESS THAN 72INCHES ABOVE DRAIN INLET, SHALL BE USEDAS A BASE FOR WALL TILE IN TUB ANDSHOWER AREAS AND WALL AND CEILINGPANELS IN SHOWER AREAS. MATERIALSOTHER THAN STRUCTURAL ELEMENTS SHALLBE MOISTURE RESISTANT. GLASS ENCLOSUREDOORS AND PANELS MUST BE SAFTY GLAZING,CATEGORY II. SWING DOOR OUTWARD. NETAREA OF SHOWER RECEPTOR SHALL BE NOTLESS THAN 1,024 SQ. IN. OF FLOOR AREA, ANDENCOMPASS 30 INCH DIAMETER CIRCLE.
14
SAFETY GLAZING/TEMPERED GLASS (SEEDOOR/WINDOW TAGS FOR "TG") ALL GLAZINGIN HAZARDOUS LOCATIONS MUST BEIDENTIFIED BY A LABEL (PERMANENT IFTEMPERED) 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 THELOWEST EDGE LESS THAN 18" ABOVE THEFINISH-FLOOR AND HAVING A TOP EDGE GREATERTHAN 36" ABOVE THE FLOOR,-GLAZING 5'-0" FROM TOP OR BOTTOM OFSTAIRWAYS WITH BOTTOM EDGE LESS THAN60" ABOVE WALKING SURFACE-WARDROBE DOORS.
15
STAIR-MINIMUM 36" WIDE STAIRWAY AND LANDINGS-THE LARGEST RISE OR RUN IN A FLIGHT OFSTAIRS MAY NOT EXCEED THE SMALLEST BYMORE THAN 3/8"-DIMENSION HEADROOM OVER STAIRS TOHAVE 6'-8" MIN FROM NOSING OF TREAD.
16
VENTILATION DEVICE MUST BE VENTED TO THEOUTSIDE WITH EITHER INTERMITTENT(KITCHEN ≥ 100 CFM, BATHROOM ≥ 50 CFM) ORCONTINUOUS AIR (KITCHEN ≥ 5 AC/H) [CECE150(o)]
17
LANDING, WITH A WIDTH NOT LESS THAN THEWIDTH OF DOOR AND LENGTH IN THEDIRECTION OF TRAVEL OF NOT LESS THAN 36INCHES, WILL BE PROVIDED ON EACH SIDE OFDOORS. THE ELEVATION OF LANDING SHALLNOT EXCEED 1 1/2 INCH DIFFERENCE THANTHE THRESHOLD OF THE DOORWAY (7.75 INCHIF DOOR DOES NOT SWING OVER LANDING ORSTEPS) [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 RAISEDHEARTH REQ. (SUPERIOR VRT 4500)APPROVED TO US AND CANADIAN SAFETYPERFORMANCE STANDARDS ANSI Z21.99/CSA2.33-M98 VENTED GAS FIREPLACE HEATERS.
FLOOR PLAN KEYNOTE
19
THE EXHAUST FAN CONTROL USED FORWHOLE-BUILDING CONTINUOUS OPERATION ISREQUIRED TO MAINTAIN MINIMUM LEVELS OFOUTSIDE AIR VENTILATION REQUIRED FORGOOD HEALTH, THE FAN CONTROL SHOULD BEON AT ALL TIMES WHEN THE BUILDING ISOCCUPIED, UNLESS THERE IS A SEVEREOUTDOOR AIR CONTAMINATION. "PANASONICFV-13VK3 130/0 CFM 6" DUCT" INSTALL PERMANUFACTURER'S SPEC. 114 CFM MIN. DUCTLOCATION: SECOND FLOOR HALLWAY, SEEREFLECTED CEILING PLAN
20
1 HR FIRE RATED/ FIRE BLOCKING IS REQUIREDIN CONCEALED SPACES 10' O.C. HORIZONTALAND VERTICALLY AT THE CEILING AND FLOORLEVELS, CONNECTIONS BETWEENHORIZONTAL AND VERTICAL SPACES,CONCEALED SPACES BETWEEN STAIR ANDLANDING, OPENINGS AROUND VENTS, PIPES,DUCTS, CABLES WIRES, CHIMNEYS ANDFIREPLACE/ ALL DUCTS AND ELEVATORSHAFTS
21
A DRYER COMPARTMENT SHALL BE PROVIDEDWITH A MIUIMUM OPENING OF 100 SQUAREINCHES FOR MAKEUP AIR IN THE DOOR OR BYOTHER APPROVED MEANS. [CMC 504.3.2]
22
WATER PROOF MATERIALENDURO PRODUCTS, INC. ICC-ESR- 2245,ENDURA-KOTE TOTAL SYSTEM MIN 1/4" THICKOVER 1/16" THICK MIN TEXTURE & COLOR COATOVER 1/16" THICK MIN. 2ND COAT. OVER 1/8"THK. MIN. 1ST COAT, AND OVER 2.5 POUND PERSQUARE YARD GAL VANIZED METAL LATH OVERPLYWOOD ROOF SHEATING (TYP.)
23
ENCLOSED ACCESSIBLE SPACE UNDER STAIRSSHALL HAVE WALLS, UNDER-STAIR SURFACEAND ANY SOFFITS PROTECTED ON THEENCLOSED SIDE WITH 1/2-INCH GYPSUMBOARD. BUILDING CODE 1009.6.3
ABBREVIATIONS
AW AWNING
CLST CLOSET
CS CASEMENT
DBL DOUBLE
FD FRENCH DOOR
SH SINGLE HUNG
SL SLIDER
SW SWING
TG TEMPERED GLASS
WINDOW SCHEDULE
#WINDOW TYPE WD HT SILL
D4 FIXED1 2' - 6"5' - 0"7' - 0"
D5 DBL.CASEMENT 6' - 0"5' - 0"2' - 6"
D6 DBL.CASEMENT 6' - 0"4' - 6"3' - 0"
D7 FIXED1 3' - 0"2' - 0"5' - 6"
D8 CASEMENT 3' - 0"5' - 6"2' - 0"
D9 CASEMENT 3' - 0"5' - 6"2' - 0"
D10 CASEMENT 3' - 0"5' - 6"2' - 0"
D11 DBL.CASEMENT 6' - 0"5' - 0"2' - 6"
D12 CASEMENT 3' - 0"5' - 0"2' - 0"
D13 DBL.CASEMENT 6' - 0"4' - 6"2' - 6"
D14 CASEMENT 2' - 0"4' - 0"3' - 0"
D15 CASEMENT 2' - 0"4' - 0"3' - 0"
D16 DBL.CASEMENT 6' - 0"5' - 0"2' - 0"
DOOR SCHEDULE
#DOOR TYPE WD.HT.
D3 SINGLE SWING 2' - 8"8' - 0"
D4 GARAGE 2-PANEL 16' - 0"8' - 0"
D5 SINGLE SWING 2' - 8"8' - 0"
D6 SINGLE SWING 2' - 6"8' - 0"
D7 SINGLE SWING 2' - 8"8' - 0"
D8 SINGLE SWING 2' - 6"8' - 0"
D9 SINGLE SWING 2' - 8"8' - 0"
D10 SINGLE SWING 2' - 6"8' - 0"
D11 SINGLE SWING 2' - 6"8' - 0"
E1 DOUBLE TRASHGATE 4' - 0"6' - 0"
1/4" = 1'-0"3 2ND FLOOR CONSTRUCTION PLAN
No.DESCRIPTION DATE
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" SQCONCRETE PAD PER UNIT, 3" MIN ABOVE GRADEHEATPUMP 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 ANANTI 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 (180 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
1.
2.A.B.3.
4.
5.
6.
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:0.30SHGC: 0.23BASEMENTS, 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.
FLOOR PLAN NOTES
1
1
1
BEDROOM 2
8' - 6" HT.
M. CLST
BEDROOM 2
8' - 6" HT.
M. CLSTM. BEDROOM
8' - 6" HT.
M. BATH
BEDROOM 2
8' - 6" HT.
M. CLST
M. BEDROOM
8' - 6" HT.
M. BATH
BEDROOM 2
8' - 6" HT.
M. CLST
M. BEDROOM
8' - 6" HT.
M. BATH
M. BEDROOM
8' - 6" HT.
M. BATH
A7
2' - 8"X 8' - 0" SW
A8
2' - 6"X 8' - 0" SW
A11
2' - 6"X 8' - 0" SW
A13
6' - 0"x 4' - 6" DBL CSSILL HT: 2' - 6"
A15
2' - 0"x 4' - 0" CSSILL HT: 3' - 0"
A14
2' - 0"x 4' - 0" CSSILL HT: 3' - 0"
A12
3' - 0"x 5' - 0" CSSILL HT: 2' - 0"
B8
2' - 6"X 8' - 0" SW
B11
2' - 6"X 8' - 0" SW
B12
6' - 0"x 4' - 6" DBL CSSILL HT: 2' - 6"
B14
2' - 0"x 4' - 0" CSSILL HT: 3' - 0"
B13
2' - 0"x 4' - 0" CSSILL HT: 3' - 0"
B11
3' - 0"x 5' - 0" CSSILL HT: 2' - 0"
D7
2' - 8"X 8' - 0" SW
D8
2' - 6"X 8' - 0" SW
D11
2' - 6"X 8' - 0" SW
D13
6' - 0"x 4' - 6" DBL CSSILL HT: 2' - 6"
D15
2' - 0"x 4' - 0" CSSILL HT: 3' - 0"
D14
2' - 0"x 4' - 0" CSSILL HT: 3' - 0"
D12
3' - 0"x 5' - 0" CSSILL HT: 2' - 0"
C8
2' - 6"X 8' - 0" SW
C11
2' - 6"X 8' - 0" SW
C13
6' - 0"x 4' - 6" DBL CSSILL HT: 2' - 6"
C15
2' - 0"x 4' - 0" CSSILL HT: 3' - 0"
C14
2' - 0"x 4' - 0" CSSILL HT: 3' - 0"
C12
3' - 0"x 5' - 0" CSSILL HT: 2' - 0"
A16
6' - 0"x 5' - 0" DBL CSSILL HT: 2' - 0"
B15
6' - 0"x 5' - 0" DBL CSSILL HT: 3' - 0"
D16
6' - 0"x 5' - 0" DBL CSSILL HT: 2' - 0"C16
6' - 0"x 5' - 0" DBL CSSILL HT: 3' - 0"
A10
2' - 6"X 8' - 0" SW
A9
2' - 8"X 8' - 0" SW
B10
2' - 6"X 8' - 0" SW
B9
2' - 8"X 8' - 0" SW
B7
2' - 8"X 8' - 0" SW
D10
2' - 6"X 8' - 0" SW
D9
2' - 8"X 8' - 0" SW
C10
2' - 6"X 8' - 0" SW
C9
2' - 8"X 8' - 0" SW
C7
2' - 8"X 8' - 0" SW
6"
1'
-
0
"
6'
-
6
"
6'
-
5
"
4'
-
4
"
7'
-
1
0
"
3'
-
6
"
5'
-
0
"
35
'
-
0
"
3' - 6"6' - 4"7' - 5"5' - 9"1' - 0"5' - 9"7' - 5"6' - 4"5' - 0"10' - 0"5' - 0"6' - 4"7' - 5"5' - 9"1' - 0"5' - 9"7' - 5"6' - 4"3' - 6"
5'
-
0
"
3'
-
6
"
7'
-
1
0
"
4'
-
3
"
6'
-
6
"
6'
-
6
"
1'
-
0
"
6"
35
'
-
0
"
9' - 10"2' - 3"6' - 4"4' - 6"1' - 0"4' - 6"6' - 4"2' - 3"11' - 4"10' - 0"11' - 4"2' - 3"6' - 4"4' - 6"1' - 0"4' - 6"6' - 4"2' - 3"9' - 10"
48' - 3"10' - 0"48' - 3"
6'
-
0
"
3'
-
6
"
7'
-
1
"
4'
-
0
"
6'
-
6
"
6'
-
6
"
1'
-
0
"
6"6"
1'
-
0
"
6'
-
6
"
6'
-
6
"
4'
-
0
"
7'
-
1
"
3'
-
6
"
6'
-
0
"
35
'
-
0
"
35
'
-
0
"
48' - 3"10' - 0"48' - 3"
9' - 4"3' - 3"10' - 4"11' - 10"3' - 3"5' - 10"3' - 6"
3' - 3"6' - 1"1' - 6"1' - 9"2' - 0"2' - 1"6' - 3"7' - 9"2' - 2"1' - 5"2' - 0"1' - 9"6' - 2"3' - 3"
5' - 3"4' - 1"3' - 3"6' - 9"6' - 10"3' - 3"4' - 1"5' - 3"
12' - 7"6' - 10"6' - 4"13' - 1"
10
'
-
6
"
2'
-
6
"
3'
-
0
"
2'
-
7
"
3'
-
0
"
4'
-
1
1
"
2'
-
1
"
1'
-
0
"
3'
-
6
"
6"
3'
-
6
"
6'
-
0
"
4'
-
0
"
16
'
-
6
"
1'
-
0
"
8'
-
0
"
3'
-
9
"
5'
-
9
"
16
'
-
6
"
1'
-
0
"
8'
-
0
"
3'
-
9
"
5'
-
9
"
16
'
-
6
"
4'
-
0
"
6"
3'
-
6
"
1'
-
6
"
4'
-
6
"
4'
-
0
"
8'
-
5
"
8'
-
1
"
10
'
-
6
"
2'
-
6
"
2'
-
6
"
2'
-
9
"
3'
-
1
"
6'
-
3
"
3' - 6"5' - 10"3' - 3"11' - 10"10' - 3"3' - 3"5' - 10"3' - 6"
3' - 3"6' - 1"1' - 9"1' - 6"1' - 11"2' - 2"7' - 9"6' - 3"2' - 1"2' - 0"1' - 9"1' - 6"6' - 2"3' - 3"
5' - 3"4' - 1"3' - 3"6' - 10"6' - 10"7' - 4"5' - 3"
12' - 7"6' - 10"6' - 4"13' - 1"
10
'
-
6
"
2'
-
5
"
8'
-
6
"
4'
-
6
"
2'
-
6
"
2'
-
9
"
3'
-
0
"
4'
-
2
"
2'
-
1
"
4'
-
0
"
6"
3'
-
6
"
6'
-
0
"
4'
-
0
"
16
'
-
6
"
1'
-
0
"
3'
-
6
"
6"
3'
-
6
"
4'
-
3
"
5'
-
9
"
16
'
-
6
"
1'
-
0
"
3'
-
6
"
6"
3'
-
6
"
4'
-
3
"
5'
-
9
"
16
'
-
6
"
4'
-
0
"
6"
3'
-
6
"
6'
-
0
"
4'
-
0
"
9'
-
5
"
7'
-
1
"
10
'
-
6
"
2'
-
5
"
8'
-
6
"
4'
-
6
"
3'
-
0
"
2'
-
6
"
3'
-
0
"
7'
-
0
"
15 15
13 13
1616
16 16
13 13
88
8 888
8 8
1313
16 16
16 6
1313
1515
55
1
A-5.0
1
A-5.0
2
A-5.0
2
A-5.0
WINDOW SCHEDULE
#WINDOW TYPE WD HT SILL
A1 CASEMENT 3' - 0"6' - 0"2' - 0"
A2 CASEMENT 3' - 0"5' - 6"2' - 6"
A3 CASEMENT 3' - 0"5' - 6"2' - 6"
A4 FIXED1 2' - 6"5' - 0"7' - 0"
A5 DBL.CASEMENT 6' - 0"5' - 0"2' - 6"
A6 DBL.CASEMENT 6' - 0"4' - 6"3' - 0"
A7 FIXED1 3' - 0"2' - 0"5' - 6"
A8 CASEMENT 3' - 0"5' - 6"2' - 0"
A9 CASEMENT 3' - 0"5' - 6"2' - 0"
A10 CASEMENT 3' - 0"5' - 6"2' - 0"
A11 DBL.CASEMENT 6' - 0"5' - 0"2' - 6"
A12 CASEMENT 3' - 0"5' - 0"2' - 0"
A13 DBL.CASEMENT 6' - 0"4' - 6"2' - 6"
A14 CASEMENT 2' - 0"4' - 0"3' - 0"
A15 CASEMENT 2' - 0"4' - 0"3' - 0"
A16 DBL.CASEMENT 6' - 0"5' - 0"2' - 0"
A17 FIXED1 2' - 6"5' - 0"6' - 6"
B1 CASEMENT 3' - 0"6' - 0"2' - 0"
B2 CASEMENT 3' - 0"6' - 0"2' - 0"
B3 FIXED1 2' - 6"5' - 0"7' - 0"
B4 DBL.CASEMENT 6' - 0"5' - 0"2' - 6"
B5 DBL.CASEMENT 6' - 0"4' - 6"3' - 0"
B6 FIXED1 3' - 0"2' - 0"5' - 6"
B7 CASEMENT 3' - 0"6' - 0"1' - 6"
B8 CASEMENT 3' - 0"6' - 0"1' - 6"
B9 CASEMENT 3' - 0"6' - 0"1' - 6"
B10 DBL.CASEMENT 6' - 0"5' - 0"2' - 6"
B11 CASEMENT 3' - 0"5' - 0"2' - 0"
B12 DBL.CASEMENT 6' - 0"4' - 6"2' - 6"
B13 CASEMENT 2' - 0"4' - 0"3' - 0"
B14 CASEMENT 2' - 0"4' - 0"3' - 0"
B15 DBL.CASEMENT 6' - 0"5' - 0"3' - 0"
B16 FIXED1 2' - 6"5' - 0"6' - 6"
C1 FIXED1 2' - 6"5' - 0"6' - 6"
C2 CASEMENT 3' - 0"6' - 0"2' - 0"
C3 CASEMENT 3' - 0"6' - 0"2' - 0"
C4 FIXED1 2' - 6"5' - 0"7' - 0"
C5 DBL.CASEMENT 6' - 0"5' - 0"2' - 6"
C6 DBL.CASEMENT 6' - 0"4' - 6"3' - 0"
C7 FIXED1 3' - 0"2' - 0"5' - 6"
C8 CASEMENT 3' - 0"6' - 0"1' - 6"
C9 CASEMENT 3' - 0"6' - 0"1' - 6"
C10 CASEMENT 3' - 0"6' - 0"1' - 6"
C11 DBL.CASEMENT 6' - 0"5' - 0"2' - 6"
C12 CASEMENT 3' - 0"5' - 0"2' - 0"
C13 DBL.CASEMENT 6' - 0"4' - 6"2' - 6"
C14 CASEMENT 2' - 0"4' - 0"3' - 0"
C15 CASEMENT 2' - 0"4' - 0"3' - 0"
C16 DBL.CASEMENT 6' - 0"5' - 0"3' - 0"
D1 FIXED1 2' - 6"5' - 0"6' - 6"
D2 CASEMENT 3' - 0"5' - 6"2' - 6"
D3 CASEMENT 3' - 0"5' - 6"2' - 6"
DOOR SCHEDULE
#DOOR TYPE WD.HT.
A1 FRENCH 3' - 6"8' - 0"
A2 SINGLE SWING 2' - 8"8' - 0"
A3 GARAGE 2-PANEL 16' - 0"8' - 0"
A4 SINGLE SWING 2' - 8"8' - 0"
A5 SINGLE SWING 2' - 8"8' - 0"
A6 SINGLE SWING 2' - 6"8' - 0"
A7 SINGLE SWING 2' - 8"8' - 0"
A8 SINGLE SWING 2' - 6"8' - 0"
A9 SINGLE SWING 2' - 8"8' - 0"
A10 SINGLE SWING 2' - 6"8' - 0"
A11 SINGLE SWING 2' - 6"8' - 0"
B1 FRENCH 3' - 6"8' - 0"
B2 SINGLE SWING 2' - 8"8' - 0"
B3 SINGLE SWING 2' - 8"8' - 0"
B4 GARAGE 2-PANEL 16' - 0"8' - 0"
B5 SINGLE SWING 2' - 8"8' - 0"
B6 SINGLE SWING 2' - 6"8' - 0"
B7 SINGLE SWING 2' - 8"8' - 0"
B8 SINGLE SWING 2' - 6"8' - 0"
B9 SINGLE SWING 2' - 8"8' - 0"
B10 SINGLE SWING 2' - 6"8' - 0"
B11 SINGLE SWING 2' - 6"8' - 0"
C1 FRENCH 3' - 6"8' - 0"
C2 SINGLE SWING 2' - 8"8' - 0"
C3 SINGLE SWING 2' - 8"8' - 0"
C4 GARAGE 2-PANEL 16' - 0"8' - 0"
C5 SINGLE SWING 2' - 8"8' - 0"
C6 SINGLE SWING 2' - 6"8' - 0"
C7 SINGLE SWING 2' - 8"8' - 0"
C8 SINGLE SWING 2' - 6"8' - 0"
C9 SINGLE SWING 2' - 8"8' - 0"
C10 SINGLE SWING 2' - 6"8' - 0"
C11 SINGLE SWING 2' - 6"8' - 0"
D1 FRENCH 3' - 6"8' - 0"
D2 SINGLE SWING 2' - 8"8' - 0"
FLOOR PLAN KEYNOTE
1 ELECTRICAL WATER HEATER 80 GALLONRHEEM XE80T10H22U0 OR EQUAL
2
ONE HR. FIRE-RESISTIVE CONSTRUCTION R-19,-PROVIDE 5/8" TYPE 'X' GYPSUM BOARD AND7/8" STUCCO AT ALL GARAGE SIDE WALLSEPARATING HABITABLE SPACE-PROVIDE 5/8" TYPE 'X' GYPSUM BOARD ATENTIRE GARAGE CEILING USABLE SPACEUNDER STAIRWAY-PROVIDE 5/8" TYPE 'X' GYPSUM BOARD ATWALLS AND CEILING ON ALL WALLS ANDCEILING AT WASHER/DRYER ANDWATERHEATER.-ONE HOUR FIRE RESISTIVE CONSTRUCTION5/8" GYP.ED. TYPE 'X' ON ALL WALLS, CEILING,POSTS, AND BEAMS ADJACENT TO ORSUPPORTING THE DWELLING.-ONE HOUR FIRE RESISTIVE CONSTRUCTION5/8" GYP.BD. TYPE 'X' ON ALL WALLS ANDCEILING OF WATER HEATER WHERE THEOCCUPANCY SEPARATION IS HORIZONTAL,STRUCTURAL MEMBERS SUPPORTING THESEPARATION SHALL BE PROTECTED BYEQUIVALENT 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 GUARDHANDRAIL. REQUIRED GUARDS SHALL NOTHAVE OPENINGS FROM WALKING SURFACE TOREQUIRED GUARD HEIGHT WHICH ALLOWSPASSAGE OF A SPHERE 4 INCHES IN DIAMETER
6 PROVIDE A 1 3/8" THICK SOLID WOOD DOOR,SELF-CLOSING AND SELF-LATCHING DOORWITH 20 MIN. S-RATING AND TIGHT FITTING
7 STRAIGHT OPENING
8 CABINETS OR SHELVES
9
PROVIDE HOOD VENT TO OUTSIDE AIR ATKITCHEN & DRYER. EXHAUST DUCT- 4"DIAMETER EXHAUST FOR DRYER. 6" DIAMETEREXHAUST FOR KITCHEN. LIMITED TO 14' AND 2ELBOWS. REDUCE 2' FOR EVERY ELBOW INEXCESS OF 2.
10 PROVIDE A 6" X 14" COMBUSTION AIR VENTWITH A 6" MAX HT ABOVE FINISH FLOOR
11
PROVIDE A 36" SQ CONCRETE PAD FOR THEA/C CONDENSER UNIT AND A NEARBY POSITIVEMEANS OF DISCONECT AND 120 VOLTRECEPTACLE. EXTERIOR PADS SUPPORTINGCOMPRESSOR/CONDENSER/WATER HEATERSHALL BE A MINIMUM OF 3" ABOVE GRADE.[MC909.3;PC 510.6]
12
7/8" STUCCO ON ALL EXTERIOR WALLS W/THREE COAT APPLICATIONS APPROVED BUILDING PAPER UNDEREXTERIOR FINISHES. THREE LAYERS OFGRADE D PAPER SHALL BE APPLIED OVER ALLWOOD BASE SHEATHING.
FLOOR PLAN KEYNOTE
13
WALL COVERING OF SHOWER OR TUBS WITHINSHOWERS: CEMENT, FIBER-CEMENT,FIBER-MAT REINFORCED CEMENT, GLASS MATGYPSUM OR FIBER-REINFORCED GYPSUMBACKERS, TO A HEIGHT OF NOT LESS THAN 72INCHES ABOVE DRAIN INLET, SHALL BE USEDAS A BASE FOR WALL TILE IN TUB ANDSHOWER AREAS AND WALL AND CEILINGPANELS IN SHOWER AREAS. MATERIALSOTHER THAN STRUCTURAL ELEMENTS SHALLBE MOISTURE RESISTANT. GLASS ENCLOSUREDOORS AND PANELS MUST BE SAFTY GLAZING,CATEGORY II. SWING DOOR OUTWARD. NETAREA OF SHOWER RECEPTOR SHALL BE NOTLESS THAN 1,024 SQ. IN. OF FLOOR AREA, ANDENCOMPASS 30 INCH DIAMETER CIRCLE.
14
SAFETY GLAZING/TEMPERED GLASS (SEEDOOR/WINDOW TAGS FOR "TG") ALL GLAZINGIN HAZARDOUS LOCATIONS MUST BEIDENTIFIED BY A LABEL (PERMANENT IFTEMPERED) 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 THELOWEST EDGE LESS THAN 18" ABOVE THEFINISH-FLOOR AND HAVING A TOP EDGE GREATERTHAN 36" ABOVE THE FLOOR,-GLAZING 5'-0" FROM TOP OR BOTTOM OFSTAIRWAYS WITH BOTTOM EDGE LESS THAN60" ABOVE WALKING SURFACE-WARDROBE DOORS.
15
STAIR-MINIMUM 36" WIDE STAIRWAY AND LANDINGS-THE LARGEST RISE OR RUN IN A FLIGHT OFSTAIRS MAY NOT EXCEED THE SMALLEST BYMORE THAN 3/8"-DIMENSION HEADROOM OVER STAIRS TOHAVE 6'-8" MIN FROM NOSING OF TREAD.
16
VENTILATION DEVICE MUST BE VENTED TO THEOUTSIDE WITH EITHER INTERMITTENT(KITCHEN ≥ 100 CFM, BATHROOM ≥ 50 CFM) ORCONTINUOUS AIR (KITCHEN ≥ 5 AC/H) [CECE150(o)]
17
LANDING, WITH A WIDTH NOT LESS THAN THEWIDTH OF DOOR AND LENGTH IN THEDIRECTION OF TRAVEL OF NOT LESS THAN 36INCHES, WILL BE PROVIDED ON EACH SIDE OFDOORS. THE ELEVATION OF LANDING SHALLNOT EXCEED 1 1/2 INCH DIFFERENCE THANTHE THRESHOLD OF THE DOORWAY (7.75 INCHIF DOOR DOES NOT SWING OVER LANDING ORSTEPS) [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 RAISEDHEARTH REQ. (SUPERIOR VRT 4500)APPROVED TO US AND CANADIAN SAFETYPERFORMANCE STANDARDS ANSI Z21.99/CSA2.33-M98 VENTED GAS FIREPLACE HEATERS.
FLOOR PLAN KEYNOTE
19
THE EXHAUST FAN CONTROL USED FORWHOLE-BUILDING CONTINUOUS OPERATION ISREQUIRED TO MAINTAIN MINIMUM LEVELS OFOUTSIDE AIR VENTILATION REQUIRED FORGOOD HEALTH, THE FAN CONTROL SHOULD BEON AT ALL TIMES WHEN THE BUILDING ISOCCUPIED, UNLESS THERE IS A SEVEREOUTDOOR AIR CONTAMINATION. "PANASONICFV-13VK3 130/0 CFM 6" DUCT" INSTALL PERMANUFACTURER'S SPEC. 114 CFM MIN. DUCTLOCATION: SECOND FLOOR HALLWAY, SEEREFLECTED CEILING PLAN
20
1 HR FIRE RATED/ FIRE BLOCKING IS REQUIREDIN CONCEALED SPACES 10' O.C. HORIZONTALAND VERTICALLY AT THE CEILING AND FLOORLEVELS, CONNECTIONS BETWEENHORIZONTAL AND VERTICAL SPACES,CONCEALED SPACES BETWEEN STAIR ANDLANDING, OPENINGS AROUND VENTS, PIPES,DUCTS, CABLES WIRES, CHIMNEYS ANDFIREPLACE/ ALL DUCTS AND ELEVATORSHAFTS
21
A DRYER COMPARTMENT SHALL BE PROVIDEDWITH A MIUIMUM OPENING OF 100 SQUAREINCHES FOR MAKEUP AIR IN THE DOOR OR BYOTHER APPROVED MEANS. [CMC 504.3.2]
22
WATER PROOF MATERIALENDURO PRODUCTS, INC. ICC-ESR- 2245,ENDURA-KOTE TOTAL SYSTEM MIN 1/4" THICKOVER 1/16" THICK MIN TEXTURE & COLOR COATOVER 1/16" THICK MIN. 2ND COAT. OVER 1/8"THK. MIN. 1ST COAT, AND OVER 2.5 POUND PERSQUARE YARD GAL VANIZED METAL LATH OVERPLYWOOD ROOF SHEATING (TYP.)
23
ENCLOSED ACCESSIBLE SPACE UNDER STAIRSSHALL HAVE WALLS, UNDER-STAIR SURFACEAND ANY SOFFITS PROTECTED ON THEENCLOSED SIDE WITH 1/2-INCH GYPSUMBOARD. BUILDING CODE 1009.6.3
ABBREVIATIONS
AW AWNING
CLST CLOSET
CS CASEMENT
DBL DOUBLE
FD FRENCH DOOR
SH SINGLE HUNG
SL SLIDER
SW SWING
TG TEMPERED GLASS
1.
2.
A.B.
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:0.30SHGC: 0.23
WINDOW SCHEDULE
#WINDOW TYPE WD HT SILL
D4 FIXED1 2' - 6"5' - 0"7' - 0"
D5 DBL.CASEMENT 6' - 0"5' - 0"2' - 6"
D6 DBL.CASEMENT 6' - 0"4' - 6"3' - 0"
D7 FIXED1 3' - 0"2' - 0"5' - 6"
D8 CASEMENT 3' - 0"5' - 6"2' - 0"
D9 CASEMENT 3' - 0"5' - 6"2' - 0"
D10 CASEMENT 3' - 0"5' - 6"2' - 0"
D11 DBL.CASEMENT 6' - 0"5' - 0"2' - 6"
D12 CASEMENT 3' - 0"5' - 0"2' - 0"
D13 DBL.CASEMENT 6' - 0"4' - 6"2' - 6"
D14 CASEMENT 2' - 0"4' - 0"3' - 0"
D15 CASEMENT 2' - 0"4' - 0"3' - 0"
D16 DBL.CASEMENT 6' - 0"5' - 0"2' - 0"
DOOR SCHEDULE
#DOOR TYPE WD.HT.
D3 SINGLE SWING 2' - 8"8' - 0"
D4 GARAGE 2-PANEL 16' - 0"8' - 0"
D5 SINGLE SWING 2' - 8"8' - 0"
D6 SINGLE SWING 2' - 6"8' - 0"
D7 SINGLE SWING 2' - 8"8' - 0"
D8 SINGLE SWING 2' - 6"8' - 0"
D9 SINGLE SWING 2' - 8"8' - 0"
D10 SINGLE SWING 2' - 6"8' - 0"
D11 SINGLE SWING 2' - 6"8' - 0"
E1 DOUBLE TRASHGATE 4' - 0"6' - 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 - 202310 - 31 - 2023
AHJ STAMP APPROVAL
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82
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3RD FLOOR CONSTRUCTION
PLAN
1/4" = 1'-0"1 3RD FLOOR CONSTRUCTION PLAN
No.DESCRIPTION DATE
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 SWITCH3D3 WAY DIMMER SWITCHDDIMMER SWITCHVVACANCY 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
- 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 MORERECESSED CANS IN INSULATED CEILINGS "IC" TYPE & CERTIFIED AIRTIGHTHIGH 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 KHZALL 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 PLANALL 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 §110.9THE 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 INSTALLEDADDS AUTO-OFF CONTROLS FOR LIGHTING IN DRAWERS AND CABINETSUNDERSHELF, DISPLAY CABINETS, SWITCHED OUTLETS CONTROLLED SEPARATE FROM CEILING LIGHTING.LIGHTING IN HABITABLE SPACES SHALL HAVE ACCESSIBLE WALL-MOUNTED DIMMING CONTROLS
REFLECTED CEILING PLAN NOTES
1
G GFI G GFI
TO 2ND FLR TO 2ND FLR TO 2ND FLRTO 2ND FLR
GGFIGGFI
1
A-5.0
1
A-5.0
2
A-5.0
2
A-5.0
1/4" = 1'-0"1 1ST FLOOR REFLECTED CEILING PLAN
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
9/
1
2
/
2
0
2
3
1
2
:
5
7
:
3
5
P
M
A-3.0
SU
N
S
E
T
C
O
N
D
O
M
I
N
I
U
M
S
82
6
-
8
3
2
S
U
N
S
E
T
B
L
V
D
.
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
1ST FLOOR REFLECTED
CEILING PLAN
No.DESCRIPTION DATE
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 SWITCH3D3 WAY DIMMER SWITCHDDIMMER SWITCHVVACANCY 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
- 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 MORERECESSED CANS IN INSULATED CEILINGS "IC" TYPE & CERTIFIED AIRTIGHTHIGH 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 KHZALL 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 PLANALL 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 §110.9THE 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 INSTALLEDADDS AUTO-OFF CONTROLS FOR LIGHTING IN DRAWERS AND CABINETSUNDERSHELF, DISPLAY CABINETS, SWITCHED OUTLETS CONTROLLED SEPARATE FROM CEILING LIGHTING.LIGHTING IN HABITABLE SPACES SHALL HAVE ACCESSIBLE WALL-MOUNTED DIMMING CONTROLS
REFLECTED CEILING PLAN NOTES
1
TO 1ST FLOORTO 1ST FLOOR TO 1ST FLOOR TO 1ST FLOOR
CM
S
S
CM
S
S
CM
S
S
CM
S
S 1
A-5.0
1
A-5.0
2
A-5.0
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 - 202310 - 31 - 2023
AHJ STAMP APPROVAL
9/
1
2
/
2
0
2
3
1
2
:
5
7
:
4
3
P
M
A-3.1
SU
N
S
E
T
C
O
N
D
O
M
I
N
I
U
M
S
82
6
-
8
3
2
S
U
N
S
E
T
B
L
V
D
.
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
2ND FLOOR REFLECTED
CEILING PLAN
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
9/
1
2
/
2
0
2
3
1
2
:
5
7
:
4
3
P
M
A-3.1
SU
N
S
E
T
C
O
N
D
O
M
I
N
I
U
M
S
82
6
-
8
3
2
S
U
N
S
E
T
B
L
V
D
.
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
2ND FLOOR REFLECTED
CEILING PLAN
1/4" = 1'-0"1 2ND FLOOR REFLECTED CEILING PLAN
No.DESCRIPTION DATENo.DESCRIPTION DATE
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 SWITCH3D3 WAY DIMMER SWITCHDDIMMER SWITCHVVACANCY 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
- 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 MORERECESSED CANS IN INSULATED CEILINGS "IC" TYPE & CERTIFIED AIRTIGHTHIGH 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 KHZALL 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 PLANALL 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 §110.9THE 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 INSTALLEDADDS AUTO-OFF CONTROLS FOR LIGHTING IN DRAWERS AND CABINETSUNDERSHELF, DISPLAY CABINETS, SWITCHED OUTLETS CONTROLLED SEPARATE FROM CEILING LIGHTING.LIGHTING IN HABITABLE SPACES SHALL HAVE ACCESSIBLE WALL-MOUNTED DIMMING CONTROLS
REFLECTED CEILING PLAN NOTES
1
CM
S
CM
S
CM
S
CM
S
S
S S
S
SS
S
S
TO 2ND FLOOR TO 2ND FLOOR TO 2ND FLOORTO 2ND FLOOR
30x30 ATTIC ACCESS30x30 ATTIC ACCESS 30x30 ATTIC ACCESS 30x30 ATTIC ACCESS
1
A-5.0
1
A-5.0
2
A-5.0
2
A-5.0
15
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 - 202310 - 31 - 2023
AHJ STAMP APPROVAL
9/
1
2
/
2
0
2
3
1
2
:
5
7
:
5
0
P
M
A-3.2
SU
N
S
E
T
C
O
N
D
O
M
I
N
I
U
M
S
82
6
-
8
3
2
S
U
N
S
E
T
B
L
V
D
.
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
3RD FLOOR REFLECTED
CEILING PLAN
1/4" = 1'-0"1 3RD FLOOR REFLECTED CEILING PLAN
No.DESCRIPTION DATE
1ST F.F.
1ST CLG
AVERAGE EXISTING GRADE
2ND F.F.
2ND CLG
3RD F.F.
3RD CLG
HEIGHT LIMIT
ROOF ENCROACHMENT
1 23457 891011
1
A-5.0
19
A-7.0
TYP
18
A-7.0
TYP
20
A-7.0
TYP
3
A-7.0
TYP
9
A-7.0
TYP
1
A-7.0
TYP
2
A-7.0
TYP
12
A-7.0
TYP
1ST F.F.
1ST CLG
AVERAGE EXISTING GRADE
2ND F.F.
2ND CLG
3RD F.F.
3RD CLG
HEIGHT LIMIT
6
0'
-
6
"
8'
-
6
"
1'
-
0
"
9'
-
0
"
1'
-
0
"
8'
-
6
"
1'
-
6
"
3'
-
0
"
30
'
-
0
"
ROOF ENCROACHMENT
2
A-5.0
6
A-7.0
TYP
7
A-7.0
TYP
1
1ST F.F.
1ST CLG
AVERAGE EXISTING GRADE
2ND F.F.
2ND CLG
3RD F.F.
3RD CLG
HEIGHT LIMIT
ROOF ENCROACHMENT
1
A-5.0
1ST F.F.
1ST CLG
AVERAGE EXISTING GRADE
2ND F.F.
2ND CLG
3RD F.F.
3RD CLG
HEIGHT LIMIT
3'
-
0
"
1'
-
6
"
8'
-
6
"
1'
-
0
"
9'
-
0
"
1'
-
0
"
8'
-
6
"
0'
-
6
"
30
'
-
0
"
ROOF ENCROACHMENT
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
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AHJ STAMP APPROVAL
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6
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ELEVATION
1/4" = 1'-0"1 STREET ELEVATION
1/4" = 1'-0"2 DRIVE WAY ELEVATION
1/4" = 1'-0"3 REAR ELEVATION
1/4" = 1'-0"4 SIDE ELEVATION
CEMENT PLASTER
OMEGA STUCCO420 FLORAL WHITE15 BIRCH WHITE
STONE VENEERCORONADO STONESANTA BARBARA BROOKSHIRE
WINDOWS AND DOORS
LINCOLN, 2" RECESSEDALUMINIUM WOOD CLADBLACK
FRONT DOORTHERMATRU DOORSPULSE® LINEA OFFSETSTYLE NO. 1LAX ONYX AXIS GRID
STUCCO REVEALFLANNERY1" RECESS REVEALALUMINIUM COLOR
GARAGE DOORUNIQUE GARAGE DOORSTEEL BACK INSULATED SECTIONAL DOORSFLUSH PANEL BLACK
EXTERIOR LIGHTWEST ELMTHIN MODERN LED OUTDOOR SCONCE 18"BLACK/ COLOR TEMPERATURE 3000K OR LOWER
1
2
3
4
5
6
7
8
10
MATERIAL LIST
SHEET METALSECUREDGE 400DRIPEDGE
VERTICAL SIDINGJAMES HARDIEHARDIE PANEL VERTICAL SIDINGKHAKI BROWN
9
ROOF TILEWESTLAKE NEWPOINTSAXONY 900 SLATECHARCOAL
11 GUARDRAILCABLE RAILINGMATTE BLACK
No.DESCRIPTION DATE
1 PCC#1 9/1/2023
1ST F.F.
1ST CLG
AVERAGE EXISTING GRADE
2ND F.F.
2ND CLG
3RD F.F.
3RD CLG
HEIGHT LIMIT
ROOF ENCROACHMENT
2
A-5.0
BEDROOM 2
8' - 6" HT.
BEDROOM 2
8' - 6" HT.
BEDROOM 1
9' - 0" HT.
KITCHEN
9' - 0" HT.
KITCHEN
9' - 0" HT.
BEDROOM 1
9' - 0" HT.
ENTRY
8' - 6" HT.
ENTRY
8' - 6" HT.2-CAR GARAGE 2-CAR GARAGE
3'
-
0
"
1'
-
6
"
8'
-
6
"
1'
-
0
"
9'
-
0
"
1'
-
0
"
8'
-
6
"
6"
30
'
-
0
"
A-7.014 TYP
A-7.03 TYP
A-7.010 TYP
A-7.1
7 TYP
A-7.15 TYP
1ST F.F.
1ST CLG
AVERAGE EXISTING GRADE
2ND F.F.
2ND CLG
3RD F.F.
3RD CLG
HEIGHT LIMIT
ROOF ENCROACHMENT
1
A-5.0
3'
-
0
"
1'
-
6
"
8'
-
6
"
1'
-
0
"
9'
-
0
"
1'
-
0
"
8'
-
6
"
6"
30
'
-
0
"
2-CAR GARAGE
M. BEDROOM
8' - 6" HT.
KITCHEN
9' - 0" HT.
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
9/
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SECTION
No.DESCRIPTION DATE
1/4" = 1'-0"1 LONGITUDINAL SECTION
1/4" = 1'-0"2 CROSS SECTION
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-19ROOF:R-19CEILING:R-30FLOOR: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
UNIT A & B
TOTAL SQUARE FEET OF ATTIC SPACE TO BE VENTILATED:1400 SF
REQUIRED VENTILATION AREA:1400 SF/300 4.7 SF
CONVERT TO SQ. IN.REQUIRED HIGH & LOW
4.7 SF x 144 676.8 S.I.HIGH:339 S.I.
LOW:339 S.I.
PROVIDED:
HIGH:4 -O'HAGIN "FLAT MODEL" VENT @ 98.75 S.I. EA. =395 S.I.
LOW:4 -O'HAGIN "FLAT MODEL" VENT @ 98.75 S.I. EA. =395 S.I.
TOTAL VENTILATION PROVIDED:479 S.I.
3.
0
:
1
2
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
:
1
2
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 3.0:12
3.
0
:
1
2
3.
0
:
1
2
3.0:12
3.0:12
3.0:12
3.
0
:
1
2
3.
0
:
1
2
3.
0
:
1
2
1
A-5.0
1
A-5.0
2
A-5.0
2
A-5.0
PV SYSTEM AREA PV SYSTEM AREA
17
A-7.0
TYP
9
A-7.0
TYP
3
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 - 202310 - 31 - 2023
AHJ STAMP APPROVAL
9/
1
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ROOF PLAN
No.DESCRIPTION DATE
1/4" = 1'-0"1 ROOF PLAN
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 PRODUCTS5MC#8616 ER-1900CONCRETE ROOF TILE CLASS 'A': PRODUCT CAPISTRANO, SAN MATEO ROOF ASSEMBLY SHALL BE LISTED BY AN APPROVED TESTING AGENCYi. 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' PAPERINTERIOR FINISHINSULATION PER T-24'MOISTOP' FLASHING PAPERPRECAST DOOR TRIM24 GUAGE SHEET METAL ZEE FLASHING WITH 1/4" DRIPHEADER PER STR. PLANWOOD CASINGAPPROVED WEATHRE STRIPPINGDOOR PER DOOR SCHEDULEONE 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 ELEVATIONS2 LAYERS GRADE 'D' PAPERINTERIOR FINISH
INSULATION PER T-24'MOISTOP' FLASHING PAPERPRECAST DOOR TRIM24 GUAGE SHEET METAL ZEE FLASHING WITH 1/4" DRIPHEADER PER STR. PLANWOOD CASINGAPPROVED WEATHRE STRIPPINGDOOR PER DOOR SCHEDULEONE PIECE MILLED DOOR FRAME WITH DRIP CUT
1.2.3.4.5.
6.
EXTERIOR FINSIH PER ELEVATIONS2 LAYERS GRADE 'D' PAPER'MOISTOP' FLASHING PAPER6" WOOD DOOR TRIM24 GUAGE SHEET METAL ZEE FLASHING WITH 1/4" DRIPHEADER PER STR. PLAN
1
2
3
4
5
6
1.2.3.4.5.
6.
EXTERIOR FINSIH PER ELEVATIONS2 LAYERS GRADE 'D' PAPER'MOISTOP' FLASHING PAPERGARAGE DOOR OPENING24 GUAGE SHEET METAL ZEE FLASHING WITH 1/4" DRIPPOST PER STR PLAN
123
4 56
8 7
1.2.3.4.5.6.7.8.
EXTERIOR FINSIH PER ELEVATIONS2 LAYERS GRADE 'D' PAPER12" WIDE 'MOISTOP' FLASHING PAPERFRAMING PER STR PLAN2- 2X4 FURRINGINSULATION PER T-24INTERIOR FINISHWINDOW 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 CONTINUOUSWEAVED UNDERLAYMENT 30 LB. FELT MIN.ROOF SHEATINGCONCRETE RIDGE TILEROOF 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 RECOOMENDATIONSAPPLY CONT. BEAD OF ROOF MASTIC OVER NOSE ENDS OF EACH RIDGE TILE
1
2
3
4
5
6
7
8
PROVIDE NAILING, BATTENSAND 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 SHEATING60 MINUTE GRADE 'D' PAPERROOF 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 SHEATING30 LB. SWEAT SHEET UNDER FLASHING, MIN. 36" WIDEROOF 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 ELEVATIONSEXTERIOR SHEATHING2X STUD WALL PER STR. PLANINSULATION PER T-24INTERIOR SHEATHING
4
1.2.3.4.
5.
6.
7.8.9.10.
EXTERIOR FINSIH PER ELEVATIONSROOF SHEATHING2X FASCIA BOARD PER ELEVATIONUNDERLAYMENT 30 LB. FELT MIN. (DOUBLE UNDERLAYMENT REQ'D FOR ROOF SLOPE <4:12)
24 GUAGE SHEET METAL FLASHING WITH 1/4" DRIPEAVE RISER TYP.
2 LAYER GRADE 'D' PAPERROOF FRAMING PER STR PLANPRECAST-FOAM CROWN MOULDINGBLOCKING 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 ELEVATIONS2 LAYERS GRADE 'D' PAPER12" WIDE 'MOISTOP' FLASHING PAPERFRAMING PER STR PLAN2X FURRINGINSULATION PER T-24INTERIOR FINISHWINDOW PER WINDOW SCHEDULE
8
7
1
2
3
4
5
6
2" RECESS
`3
"
1.2.3.
GYPSUM BOARDINSULATION PER T-242X 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 ELEVATION2 LAYERS GRADE 'D' PAPERFINISH GRADEOUTDOOR CONCRETE SLAB26 GA CORROSION RESISTANT WEEP SCREEDPRESSURE TREATED SILL PLATECONTINUOUS ROPE CAULKINGCONCRETE 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 PLANPLYWOOD SUBFLOOR3/4" GYPCRETE, ICC ESR-2540FLOOR FINISH5/8" GYPSUM CEILING
1 2 3 4
5
5
1.
2.
3.
4.
5.6.7.8.
EXTERIOR FINSIH PER ELEVATIONS2 LAYERS GRADE 'D' PAPER12" WIDE 'MOISTOP' FLASHING PAPERFRAMING PER STR PLAN2X FURRINGINSULATION PER T-24INTERIOR FINISHWINDOW 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. 908LIHGTING FIXTURE AND SWITCH BY ATTIC ACCESS110 V ELECTRICAL OUTLET5/8" 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
"
M
I
N
.
1
2
3
4
5
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
9/
1
2
/
2
0
2
3
1
2
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7
:
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A-7.0
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82
6
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8
3
2
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U
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D
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C
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9
1
0
0
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
1 1/2"1 1/4"
2"
M
A
X
.
1.2.3.4.
WOOD RAIL WITH EASED EDGESINTERIOR WALL FINISH2X SOLID BACKING FOR SUPPORTMETAL 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.
9.
10.11.12.
1" SQUARE WROUGHT IRON POST AT 48" O.C.1/2" SQUARE A36 STEEL POST AT 4" O.C.2X SILL PLATECONTINUOUS WOOD CAPDOUBLE SILL PLATEDOUBLE FLOOR JOIST OR STIINGERSTOP OF PLYWOOD AT TREAD OR LANDING3/8" DIA. X 4 1/2" LONG LAG SCREWS AT 8" O.C. STAGGERED. PENETRATE MIN. 3" INTO GRAMING.COUNTERSUNK AT CAP, GLUE AT BALUSTER TO WOOD CAP3/8" DIA. X 8" LONG LAG SCREW AT 12" O.C. STAGGERTED2X PLATE AS REQ'D1.5" WIDE HANDRAIL3/8" THICK STEEL PLATEWITH (4) 1/2" X 6" LAG SCREW
NOTES:HAND RAILS AND GUARDS SHALL BE DESIGNED TO RESIST A LOAD OF 50 PELF APPLIED IN ANY DIRECTION AND AT THE TOP.
HAND RAILS ASSEMBLIES AND GUARDS SHALL BE ABLE TO RESIST A SINGLE CONCENTRATED LOAD OF 200 IBS. APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP.
INTERMEDIATE RAILS SHALL BE DESIGNED TO
WITHSTAND HORIZONTALLY APPLIED NORMAL LOAD OF 50 POUNDS, ON AN AREA EQUAL TO 1 SQUARE FOOT.THE CONNECTION BETWEEN ALL STRUCTURAL MEMBERS AND ALL ELEMENTS WITHIN STRUCTURE
5 1/2"
1"
1
1
/
2
"
1"1"3 1/2"1"
1 1/2"
MA
X
2"
34
"
-
3
8
"
A
T
H
A
N
D
R
A
I
L
6"
@
H
A
N
D
R
A
I
L
/
1
0
"
@
G
U
A
R
D
R
A
I
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9
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11
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12
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5/8"
1.2.3.4.5.6.
7.
2X STUD WALL PER STR PLAN2X DRYWALL BACKING3/4" THICK PLYWOOD STAIR TREAD2X STAIR RISERMIN. 2X4 LEDGERCRIPPLE WALL NAILED TO STUD BELOW LEDGERTREAD BEYOND LEDGER
1
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67
10" MIN.
6"
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7
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M
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1.2.3.4.5.
6.
3/4" PLYWOOD TREADS AND RISERS (TYP.)NOTCH STRINGER FOR SILL PLATE AND SET ON SISALKRAFT PAPERCONCRETE SLAB2x14 STRINGER2x4 PRESSURE TREATED SILL PLATE WITH (4) SHOT PINS INTO CONCRETE5/8" TYPE "X" GYPSUM BOARD AT ALL USEABLE SPACE UNDER STAIRS
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1
10" MIN.
7
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M
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6"
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1.2.3.4.5.6.
7.
5/8" PLYWOOD TREADS AND RISERS (TYP.)FLOOR FRAMING PER STR PLANDOUBLE JOIST, HEADER, OR BEAM PER STR PLAN2x14 STRINGERMETAL HANGER AT EACH STRINGER5/8" TYPE "X" GYPSUM BOARD AT ALL USEABLE SPACE UNDER STAIRS3/8" CHAMFER TYP. AT EACH STEP
1
2
3
5
4
6
7
1.
2.3.
4.
5.6.
7.
VENT WITH GRAVITY DAMPERROOF LINESTUD WALL FRAMING PER STR PLANREVERSE TEE-WYE CONNECTIONCLEANOUT BOX WITH DOORFLEX CONNECTION FROM DRYER CABINETPVC 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
4"
SE
E
E
L
E
V
.
3 3/4" MAX.
ALL METAL COMPONENTS TO BE GALBANIZED OR OTHERWISE COATED TO INHIBIT CORROSION
CAULK AND SEAL ALL LAG BOLT PENETRATIONS
SHOP DRAWING REVIEW REQUIRED PRIOR TO CONSTRUCTION
HAND RAILS AND GUARDS SHALL BE DESIGNED TO RESIST A LOAD OF 50 PELF APPLIED IN ANY DIRECTION AND AT THE TOP.
HAND RAILS ASSEMBLIES AND GUARDS SHALL BE ABLE TO RESIST A SINGLE CONCENTRATED LOAD OF 200 IBS. APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP.
1.2.3.4.5.6.7.
1" SQUARE WROUGHT IRON POST AT 48" O.C.1/2" SQUARE WROUGHT IRON BALUSTERS AT 4" O.C.DECORATIVE RAILING KNUCKLEDOUBLE 2X BLOCKING(2) 3 1/2" LAG SCREWSGRACE 'ICE AND WATER SHIELD (EXTERIOR)2 LAYERS GRADE 'D' PAPER (EXTERIOR)
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45
6
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"
M
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2"
M
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1.2.
3.
4.5.6.7.
DOOR JAMBFOUNDATION 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. 2004.3SEALANTEXPANSION JOINTEXTERIOR CONCRETEINTERIOR FINISH
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45
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1-
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M
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1.2.
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4.5.6.7.
DOOR JAMBFOUNDATION 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. 2004.3SEALANTEXPANSION JOINTEXTERIOR CONCRETEINTERIOR FINISH
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8 7
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5.6.7.8.
9.
EXTERIOR FINSIH PER ELEVATIONS2 LAYERS GRADE 'D' PAPER12" WIDE 'MOISTOP' FLASHING PAPERHEADER PER STR PLAN2X FURRINGINSULATION PER T-24INTERIOR FINISHWINDOW PER WINDOW SCHEDULENON HARDENING SEALANT
9
8
7
1
2
3
45
6
1.
2.
3.
4.
5.6.7.
8.
9.
EXTERIOR FINSIH PER ELEVATIONS2 LAYERS GRADE 'D' PAPER12" WIDE 'MOISTOP' FLASHING PAPERHEADER PER STR PLAN2X FURRINGINSULATION PER T-24INTERIOR FINISH
WINDOW PER WINDOW SCHEDULENON HARDENING SEALANT
9
1.
2.
3.
4.
5.
6.
2 LAYERS 5/8" SHEETROCK FIRECODE CORE GYPSUM PANELS OR FIBEROCK PANELS – JOINTS FINISHED, JOINTS STAGGERED 16" EACH LAYER AND SIDE2 ROWS 2 X WOOD STUDS PER STR., SEPARATE PLATE 1" APARTSHEAR PANEL PER STR PLANCONTINUOUS RIM PER STR PLAN (2X10 16" O.C. MIN.)FLOOR JOIST PER STR PLAN3 1/2" GLASS FIBER INSULATION
1
••
FM WP-360, WP 3820 2 HR FIRE RATEDSTC 58 SOUNT TEST # NGC3056
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56
1" MIN.
1
1.
2.
3.4.
5.6.
7.8.9.10.
11.
2 LAYERS 5/8" SHEETROCK FIRECODE CORE GYPSUM PANELS OR FIBEROCK PANELS – JOINTS FINISHED, JOINTS STAGGERED 16" EACH LAYER AND SIDE2 ROWS 2 X WOOD STUDS PER STR., SEPARATE PLATE 1" APARTSHEAR PANEL PER STR PLANCONTINUOUS RIM PER STR PLAN (2X10 16" O.C. MIN.)CEILING JOIST PER STR PLAN3 1/2" GLASS FIBER INSULATIONROOF SHEATHINGRIDGE BEAM PER STR PLANROOF RAFTER PER STR PLANUNDERLAYMENT 30 LB. FELT MIN.CONCRETE ROOF TILE 1
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6••
FM WP-360, WP 3820 2 HR FIRE RATEDSTC 58 SOUNT TEST # NGC3056
1" MIN
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10 11
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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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ARCHITECTURAL DETAILS
N.T.S.9 HANDRAIL/ GUARDRAIL
N.T.S.12 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.14 WROUGHT IRON RAILING
N.T.S.15 THRESHOLD AT SWING-IN DOOR
N.T.S.10 THRESHOLD AT SWING-OUT DOOR
N.T.S.19 WATER HEATER SPECIFICATION
N.T.S.20 FURRED OUT WINDOW HEAD
N.T.S.16 FURRED OUT WINDOW JAMB
N.T.S.5 PARTY WALL
N.T.S.7 PARTY WALL/ ROOF
No.DESCRIPTION DATE
1 PCC#1 9/1/2023
1
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:
EPOXY
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
L:PREFAB OPEN WEB WOOD TRUSSES (ROOF / FLOOR)
1.ALL WOOD TRUSSES SHALL BE DESIGNED PER CBC 2303.4 AND FABRICATED BY A LICENSED FABRICATOR
APPROVED BY THE BUILDING DEPARTMENT IN ACCORDANCE WITH CBC 1704.2.5.
2.THE TRUSS DESIGN IS THE SOLE RESPONSIBILITY OF THE FABRICATOR AND IT IS THE FABRICATOR'S
RESPONSIBILITY TO PROVIDE SHOP DRAWINGS (INCLUDING A LAYOUT PLAN) FOR THE APPROVAL OF THE
BUILDING DEPARTMENT.
3.TRUSS DEFLECTION UNDER TOTAL LOAD SHALL BE CONTROLLED SUCH THAT TRUSSES DO NOT BEAR ON
NON-BEARING WALLS AND DEFLECTIONS SHALL BE LIMITED TO L/360 FOR LIVE LOAD AND L/240 FOR TOTAL LOAD.
4.TRUSS MANUFACTURER SHALL VERIFY LOCATION OF, COORDINATE, AND PROVIDE DESIGN FOR ALL
ARCHITECTURAL, MECHANICAL, AND OTHER CONSULTANTS REQUIREMENTS.
5.TRUSS BOTTOM CHORD SHALL FOLLOW THE CEILING LINE (INCLUDING AT EXTERIOR WALLS).
6.TOP AND BOTTOM CHORDS AND ALL MEMBERS RECEIVING SHEAR TRANSFER NAILING SHALL BE DOUGLAS FIR.
7.WHERE A LATERAL LOAD IS SPECIFIED (IE. DRAG TRUSS), TRUSSES SHALL BE DESIGNED TO TRANSFER THE
SPECIFIED LATERAL LOAD UNIFORMLY FROM THE TOP CHORD TO THE SHEAR RESISTING ELEMENT BELOW
THROUGH THE TRUSS ITSELF.
8.TRUSSES SPECIFIED TO HAVE BOUNDARY NAILING SHALL BE DESIGNED FOR A MINIMUM LATERAL LOAD OF 2500
POUNDS UNLESS NOTED OTHERWISE.
9.ALL CONNECTIONS INVOLVING TRUSSES SHALL BE ICC APPROVED AND RESIST THE APPLIED STRESSES DUE TO
THE LOADINGS INVOLVED AND SHALL BE DESIGNED BY THE TRUSS FABRICATOR. THE TRUSS FABRICATOR SHALL
PROVIDE ALL BRACING/BRIDGING REQUIRED FOR TRUSS STABILITY.
10.EACH TRUSS SHALL BE LEGIBLY BRANDED, MARKED OR OTHERWISE SHOW THE IDENTITY OF THE TRUSS
FABRICATOR, THE DESIGN LOAD, AND THE SPACING OF THE TRUSS.
11.TRUSS MANUFACTURER SHALL VERIFY ADEQUACY OF PROVIDED TRUSS BEARING AREA AND ADD ADDITIONAL
PLIES OF TRUSSES TO MEET BEARING AREA REQUIREMENTS WHERE NECESSARY.
12.TRUSS MANUFACTURER SHALL VERIFY THE LOCATION OF FIRE SPRINKLERS, MECHANICAL EQUIPMENT, OR
OTHER ITEMS REQUIRING ADDITIONAL SUPPORT AND DESIGN THE TRUSSES FOR THE ADDED LOAD.
COORDINATE TRUSSES WITH ALL OTHER RELATED DRAWINGS, INCLUDING ARCHITECTURAL, MECHANICAL,
ELECTRICAL, FIRE SPRINKLER, ETC.
13.CONTRACTOR SHALL HAVE TRUSS SHOP DRAWINGS APPROVED BY THE BUILDING DEPARTMENT AND THE
ENGINEER OF RECORD AT THE JOB SITE PRIOR TO POURING THE FOUNDATION CONCRETE.
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.
14.ROOF TRUSSES SHALL BE DESIGNED FOR THE FOLLOWING LOADS:
DL: 16 PSF AT TOP CHORD FOR CONCRETE TILE ROOF (ROOFING MAX WEIGHT 12 PSF, ADJUST TOP
CHORD LOAD FOR SLOPE),
10 PSF AT TOP CHORD FOR BUILT UP ROOF (ROOFING MAX WEIGHT 6 PSF, INCLUDING RE-ROOF)
10 PSF AT BOTTOM CHORD FOR SINGLE LAYER OF DRYWALL
13 PSF AT BOTTOM CHORD FOR DOUBLE LAYER OF DRYWALL
13 PSF AT BOTTOM CHORD FOR STUCCO CEILING
LL:20 PSF AT TOP CHORD
10 PSF AT BOTTOM CHORD (NON-CONCURRENT WITH TOP CHORD LL)
ADDITIONAL LOAD:
EQUIPMENT ON ROOF:
IN ADDITION TO DL AND LL, TRUSSES SHALL BE DESIGNED TO SUPPORT THE INSTALLED AND
OPERATING WEIGHT OF ALL ROOFTOP EQUIPMENT AND EQUIPMENT PADS. THE LOCATION AND
CORRESPONDING DESIGN WEIGHTS OF ALL ROOFTOP EQUIPMENT SHALL BE INDICATED ON THE TRUSS
SHOP DRAWING LAYOUT PLAN.
ARCHITECTURAL FEATURES:
IN ADDITION TO DL AND LL, TRUSSES SHALL BE DESIGNED TO SUPPORT ANY SUSPENDED / CEILING
MOUNTED ARCHITECTURAL FEATURES LIKE CHANDELIERS. LOCATION AND WEIGHT OF SUCH
FEATURES SHALL BE INDICATED ON THE TRUSS LAYOUT. WE RECOMMEND USING A 500# POINT LOAD
AS A MINIMUM. COORDINATE WITH ARCH AND DEVELOPER / OWNER FOR ACTUAL LOADING.
OVERHANGS:
OVERHANGS SHALL BE DESIGNED TO SUPPORT ROOFING AND SOFFIT OF OVERHANG. REFER TO ARCH
PLANS. USE 25 PSF DL MIN WHERE STUCCO SOFFIT EXISTS.
15.ALL GABLE END TRUSSES (GET) SHALL BE DESIGNED TO TRANSFER 180 PLF FROM THE TOP CHORD TO THE
LOCATION OF THE SHEAR WALL OR DRAG STRAP CONNECTED TO THE BOTTOM CHORD.
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 = 2.029; S1 = 0.725; SMS = 2.435; SDS = 1.623
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 = 0.25; 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 #:22-009-054GE
SOIL REPORT DATE:JUNE 5, 2023
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 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
WSWH1.1 WSWH STRONG WALL DETAILS
WSWH2 WSWH STRONG WALL 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 NOTE 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 2308.10.1, TABLE 2308.10.1)
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:
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1
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6
23064
JL
JL
06/16/2023
1
PLAN CHECK COMMENTS
08/31/2023 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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FOUNDATION PLAN
2-CAR GARAGE 2-CAR GARAGE 2-CAR GARAGE 2-CAR GARAGE
ENTRY ENTRY ENTRY ENTRY
JOB NUMBER:
ENGINEER:
DRAFTER:
ORIGINAL ISSUE:
SU
N
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D
O
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I
N
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8
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82
6
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8
3
0
S
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B
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AR
C
A
D
I
A
,
C
A
9
1
0
0
6
23064
JL
JL
06/16/2023
1
PLAN CHECK COMMENTS
08/31/2023 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
FO
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A
N
1. THE NOTES ON SHEET SD0, 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
SD0. 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 SHALL BE EXAMINED AND CERTIFIED IN WRITING BY THE PROJECT
GEOTECHNICAL ENGINEER PRIOR TO PLACEMENT OF CONCRETE OR INSPECTION BY THE
LOCAL JURISDICTION.
5. ALL FOUNDATION HARDWARE AND REINFORCEMENT SHALL BE SECURELY TIED IN PLACE PRIOR
TO FOUNDATION INSPECTION AND CONCRETE POUR.
6. GARAGE SHALL BE SLOPED TO DRAIN PER ARCHITECTURAL PLANS.
7. 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.
8. PLUMBING SHALL NOT BE INSTALLED IN SHEAR WALLS.
9. ALL PAVING, FLAT WORK, PLANTERS, AND GRADE ADJACENT TO THE BUILDING SHALL SLOPE
AWAY FROM THE BUILDING.
FOUNDATION NOTES
4.
2.
1.
FOUNDATION LEGEND
3.
DESCRIPTION
FOOTING & SLAB SCHEDULE TYPICAL FOUNDATION DETAILS, UNO
DESCRIPTION DETAIL
PERIMETER FOOTING SD1
1
INTERIOR FOOTING SD1
2 HOLD DOWN ANCHOR SD1
8
ANCHOR BOLTS SD1
14
DESCRIPTION DETAIL
GARAGE CURB FOOTING SD1
5
INTERIOR PAD FOOTING SD1
3
EXTERIOR PAD FOOTING SD1
4
0.2290.2290.2290.2290.229
33333
SHEAR
NON-
2
3/16
SQUARE SIZE (INCHES)
THICKNESS (INCHES)
PLATE WASHER
2x2x2x2x2xMUD SILL
SHEAR WALL DESIGNATION
CONSTRUCTION
BOLT DIAMETER (INCHES)
SPACING (INCHES O.C.)
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.
ANCHOR BOLT SCHEDULE - 2019 CBC
6 4 3 2 1
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.
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.
(SEE DETAILS ON SD1)
4" MIN SLAB THICKNESS
15 X 15
30" SQ MIN. X 24" D MIN.
15 X 24
AT SLAB CENTERLINE
GRADE BM.
SLAB ON GRADE*#4 @ 16" O.C. EACH WAY
ISOLATED PAD
INT. CONT.
#5 @ 12" O.C. EACH WAY
W x D (INCHES)REBAR REQUIREMENT
2-#5 TOP AND BOTTOM
EXT. CONT.15 X 24 2-#5 TOP AND BOTTOM
TIE BEAM 2-#5 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.
15 X 24 2-#5 TOP AND BOTTOM
4x
4
HT
T
4
SD1
1
SLAB ON GRADE. SEE SCHEDULE.
EDGE OF FOOTING BELOW. SEE SCHEDULE.
SLAB EDGE OR CHANGE IN ELEVATION.
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
8'-0"
4
B,C,EA,D,E B,C,E B,C,E B,C,E B,C,E
16
5/8
16
5/8
2424
5/85/85/81/2
48 32
SECOND FLOOR FRAMING PLAN
W D WD WDWD
2-CAR GARAGE 2-CAR GARAGE 2-CAR GARAGE 2-CAR GARAGE
ENTRY ENTRY ENTRY ENTRY
JOB NUMBER:
ENGINEER:
DRAFTER:
ORIGINAL ISSUE:
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D
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C
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9
1
0
0
6
23064
JL
JL
06/16/2023
1
PLAN CHECK COMMENTS
08/31/2023 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.
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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.
INSTALL 13'-0" LONG CS14 WRAPPED AROUND CHIMNEY OVER 2X BLOCKING AND 3'-0" ONTO SIDE OF
ALIGNED BEAM EACH SIDE.
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
FRAMING NOTES
1. THE SPECIFICATIONS AND NOTES ON SHEET SD0, 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.
1.
7.
8.
FRAMING LEGEND
SHEAR
NON-
SHEAR SCHEDULE - 2019 CBC (CUSTOM HOME)
9.7"32"10"13"17"26"LTP5
RIM (EXTERIOR OR INTERIOR)
BLOCKING (INTERIOR)
8"48"11"15"19"28"LTP4
2"
9"
2"
3/8"3/8"3/8"
A,C
10d AT 2"
15/32"
870
A,B,C
2x/2x
640490380260N/AWALL CAPACITY (PLF)
-A,CA,CFOOTNOTES
8"
32"
8"
2x/2x
N/A
N/A
6" 4" 3" 2"
12"15"20"30"
8d AT 2"
2"
2x/2x
8d AT 3"
3"
2x/2x
8d AT 4"
4"
2x/2x2x/2x
6"
8d AT 6"
3/8"
MUD SILL / UPPER FLOOR SOLE
(COMMON NAILS)
APA RATED SHEATHING
A35
16d
12d
CONSTRUCTION
MIN. MEMBER ABOVE & BELOW WALL
CONNECTOR SPACING (O.C.)
1/4" SDWS SCREWS W/ 1.75"20" 13" 10" 8"-6"
CONTINUOUS JOIST (INTERIOR)
RBC 20" 13 10" 8"29"6"
BOUNDARY / EDGE NAILING
6 4 3 2 1
1.25"LSL1.25"LSLTJI 210
1.25" LSL1.25"LSL 1.25"LSL1.25"LSL1.25"LSL1.25"LSL
1.25" LSLTJI 210 TJI 210
TJI 210 TJI 210 1.25"LSL 1.25"LSLTJI 210 1.25" LSL
MIN PENETRATION INTO RIM
5.
FJ - INDICATES 14" TJI 210 SERIES FLOOR JOISTS AT 19.2" O.C. MAX, U.N.O.
DJ - INDICATES 2 X 12 DF-L #2 DECK JOISTS AT 16" O.C., U.N.O. (MAX SPAN = 14')
RT - DESIGNED ROOF TRUSSES BY OTHERS AT 24" O.C.
JT - DESIGNED JACK TRUSSES BY OTHERS AT 24" O.C.
4.
CANT. **2.
**
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
**INDICATES FRAMING MEMBER AS DEFINED BELOW
INDICATES CANTILEVERED MEMBER AS DEFINED ABOVE.
INDICATES HANGING CONDITION AT JOISTS/RAFTERS/TRUSSES. SEE SD0 FOR
HANGER U.N.O.
INDICATES BEARING CONDITION AT JOISTS/RAFTERS/TRUSSES
INDICATES FRAMING MEMBER AS DEFINED BELOW.
4x
4
HTT
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.
POST ABOVE
DETAIL CALLOUT. SEE DETAIL NUMBER ON SHEET NUMBER AS SHOWN
DETAIL NUMBER
SHEET NUMBER
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.
8'-0"
4
THIRD FLOOR FRAMING PLAN
BEDROOM 1
KITCHEN
DINING ROOM LIVING ROOM
BEDROOM 1
KITCHEN
DINING ROOM
LIVING ROOM
BEDROOM 1
KITCHEN
DINING ROOM
LIVING ROOM
BEDROOM 1
KITCHEN
DINING ROOMLIVING ROOM
JOB NUMBER:
ENGINEER:
DRAFTER:
ORIGINAL ISSUE:
SU
N
S
E
T
C
O
N
D
O
M
I
N
I
U
M
S
8
U
N
I
T
S
82
6
-
8
3
0
S
U
N
S
E
T
B
L
V
D
.
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
23064
JL
JL
06/16/2023
1
PLAN CHECK COMMENTS
08/31/2023 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
TH
I
R
D
F
L
O
O
R
F
R
A
M
I
N
G
P
L
A
N
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.
INSTALL 13'-0" LONG CS14 WRAPPED AROUND CHIMNEY OVER 2X BLOCKING AND 3'-0" ONTO SIDE OF
ALIGNED BEAM EACH SIDE.
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
FRAMING NOTES
1. THE SPECIFICATIONS AND NOTES ON SHEET SD0, 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.
1.
7.
8.
FRAMING LEGEND
SHEAR
NON-
SHEAR SCHEDULE - 2019 CBC (CUSTOM HOME)
9.7"32"10"13"17"26"LTP5
RIM (EXTERIOR OR INTERIOR)
BLOCKING (INTERIOR)
8"48"11"15"19"28"LTP4
2"
9"
2"
3/8"3/8"3/8"
A,C
10d AT 2"
15/32"
870
A,B,C
2x/2x
640490380260N/AWALL CAPACITY (PLF)
-A,CA,CFOOTNOTES
8"
32"
8"
2x/2x
N/A
N/A
6" 4" 3" 2"
12"15"20"30"
8d AT 2"
2"
2x/2x
8d AT 3"
3"
2x/2x
8d AT 4"
4"
2x/2x2x/2x
6"
8d AT 6"
3/8"
MUD SILL / UPPER FLOOR SOLE
(COMMON NAILS)
APA RATED SHEATHING
A35
16d
12d
CONSTRUCTION
MIN. MEMBER ABOVE & BELOW WALL
CONNECTOR SPACING (O.C.)
1/4" SDWS SCREWS W/ 1.75"20" 13" 10" 8"-6"
CONTINUOUS JOIST (INTERIOR)
RBC 20" 13 10" 8"29"6"
BOUNDARY / EDGE NAILING
6 4 3 2 1
1.25"LSL1.25"LSLTJI 210
1.25" LSL1.25"LSL 1.25"LSL1.25"LSL1.25"LSL1.25"LSL
1.25" LSLTJI 210 TJI 210
TJI 210 TJI 210 1.25"LSL 1.25"LSLTJI 210 1.25" LSL
MIN PENETRATION INTO RIM
5.
FJ - INDICATES 14" TJI 210 SERIES FLOOR JOISTS AT 19.2" O.C. MAX, U.N.O.
DJ - INDICATES 2 X 12 DF-L #2 DECK JOISTS AT 16" O.C., U.N.O. (MAX SPAN = 14')
RT - DESIGNED ROOF TRUSSES BY OTHERS AT 24" O.C.
JT - DESIGNED JACK TRUSSES BY OTHERS AT 24" O.C.
4.
CANT. **2.
**
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
**INDICATES FRAMING MEMBER AS DEFINED BELOW
INDICATES CANTILEVERED MEMBER AS DEFINED ABOVE.
INDICATES HANGING CONDITION AT JOISTS/RAFTERS/TRUSSES. SEE SD0 FOR
HANGER U.N.O.
INDICATES BEARING CONDITION AT JOISTS/RAFTERS/TRUSSES
INDICATES FRAMING MEMBER AS DEFINED BELOW.
4x
4
HTT
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.
POST ABOVE
DETAIL CALLOUT. SEE DETAIL NUMBER ON SHEET NUMBER AS SHOWN
DETAIL NUMBER
SHEET NUMBER
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.
8'-0"
4
ROOF FRAMING PLAN
BEDROOM 2
M. CLST
BEDROOM 2
M. CLSTM. BEDROOM
M. BATH
BEDROOM 2
M. CLST
M. BEDROOM
M. BATH
BEDROOM 2
M. CLST
M. BEDROOM
M. BATH
M. BEDROOM
M. BATH
5 5 5555
JOB NUMBER:
ENGINEER:
DRAFTER:
ORIGINAL ISSUE:
SU
N
S
E
T
C
O
N
D
O
M
I
N
I
U
M
S
8
U
N
I
T
S
82
6
-
8
3
0
S
U
N
S
E
T
B
L
V
D
.
AR
C
A
D
I
A
,
C
A
9
1
0
0
6
23064
JL
JL
06/16/2023
1
PLAN CHECK COMMENTS
08/31/2023 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
RO
O
F
F
R
A
M
I
N
G
P
L
A
N
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
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.
INSTALL 13'-0" LONG CS14 WRAPPED AROUND CHIMNEY OVER 2X BLOCKING AND 3'-0" ONTO SIDE OF
ALIGNED BEAM EACH SIDE.
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.
FRAMING NOTES
1. THE SPECIFICATIONS AND NOTES ON SHEET SD0, 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.
1.
7.
8.
FRAMING LEGEND
SHEAR
NON-
SHEAR SCHEDULE - 2019 CBC (CUSTOM HOME)
9.7"32"10"13"17"26"LTP5
RIM (EXTERIOR OR INTERIOR)
BLOCKING (INTERIOR)
8"48"11"15"19"28"LTP4
2"
9"
2"
3/8"3/8"3/8"
A,C
10d AT 2"
15/32"
870
A,B,C
2x/2x
640490380260N/AWALL CAPACITY (PLF)
-A,CA,CFOOTNOTES
8"
32"
8"
2x/2x
N/A
N/A
6" 4" 3" 2"
12"15"20"30"
8d AT 2"
2"
2x/2x
8d AT 3"
3"
2x/2x
8d AT 4"
4"
2x/2x2x/2x
6"
8d AT 6"
3/8"
MUD SILL / UPPER FLOOR SOLE
(COMMON NAILS)
APA RATED SHEATHING
A35
16d
12d
CONSTRUCTION
MIN. MEMBER ABOVE & BELOW WALL
CONNECTOR SPACING (O.C.)
1/4" SDWS SCREWS W/ 1.75"20" 13" 10" 8"-6"
CONTINUOUS JOIST (INTERIOR)
RBC 20" 13 10" 8"29"6"
BOUNDARY / EDGE NAILING
6 4 3 2 1
1.25"LSL1.25"LSLTJI 210
1.25" LSL1.25"LSL 1.25"LSL1.25"LSL1.25"LSL1.25"LSL
1.25" LSLTJI 210 TJI 210
TJI 210 TJI 210 1.25"LSL 1.25"LSLTJI 210 1.25" LSL
MIN PENETRATION INTO RIM
5.
FJ - INDICATES 14" TJI 210 SERIES FLOOR JOISTS AT 19.2" O.C. MAX, U.N.O.
DJ - INDICATES 2 X 12 DF-L #2 DECK JOISTS AT 16" O.C., U.N.O. (MAX SPAN = 14')
RT - DESIGNED ROOF TRUSSES BY OTHERS AT 24" O.C.
JT - DESIGNED JACK TRUSSES BY OTHERS AT 24" O.C.
4.
CANT. **2.
**
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
**INDICATES FRAMING MEMBER AS DEFINED BELOW
INDICATES CANTILEVERED MEMBER AS DEFINED ABOVE.
INDICATES HANGING CONDITION AT JOISTS/RAFTERS/TRUSSES. SEE SD0 FOR
HANGER U.N.O.
INDICATES BEARING CONDITION AT JOISTS/RAFTERS/TRUSSES
INDICATES FRAMING MEMBER AS DEFINED BELOW.
4x
4
HTT
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.
POST ABOVE
DETAIL CALLOUT. SEE DETAIL NUMBER ON SHEET NUMBER AS SHOWN
DETAIL NUMBER
SHEET NUMBER
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.
8'-0"
4
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08/31/2023 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
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06/16/2023
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08/31/2023 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.
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06/16/2023
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08/31/2023 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.
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06/16/2023
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PLAN CHECK COMMENTS
08/31/2023 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.
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06/16/2023
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PLAN CHECK COMMENTS
08/31/2023 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.
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WSWH1.1
®
MODEL NO.W (in.)H (in.)ANCHOR BOLTS TOTAL WALL
WEIGHT (lb.)QUANTITY DIA. (in.)
®
®
®
®
GARAGE HEADER ROUGH OPENING HEIGHT
MODEL NO.TRIMMED
PANEL HEIGHTH CURB
ROUGH
OPENING
HEIGHT
®
GARAGE WALL OPTION 1 GARAGE WALL OPTION 2
®
WSWH-TP CONNECTION
MODEL NO.FASTENER QUANTITY
SWS16150 SDS25600
SECTION VIEW
2X6 OR WIDER FRAMING
EDGE DISTANCE FOR SCREWS
®
®
®
PLAN VIEW
SDS SCREW SPACING
QTY. OF SDS14"x6" SCREWS REQ'D.
SECTION
®
·
·
·
·
1" TO 4" SHIM BLOCK418" TO 12" SHIM BLOCK
®
CRIPPLE WALL
®
®
®
®
®
®
SECTION
4x FRAMING
SECTION
6x FRAMING
STRONG-WALL® HIGH STRENGTH WOOD SHEARWALL MODELS
1STRONG-WALL® WSWH MODELS
2SINGLE STORY WSWH ON CONCRETE
4STANDARD INSTALLATION BASE CONNECTION 6TOP CONNECTION 9TOP OF WALL HEIGHT ADJUSTMENTS
5WOOD FLOOR SYSTEM BASE CONNECTION 7BACK-TO-BACK TOP CONNECTION 10TRIM ZONE AND ALLOWABLE HOLES
3ALTERNATE WSWH GARAGE FRONT OPTIONS 8RAKE WALL 11NOTES
®
6
-
4
-
5
-
6
-
6
-
4
-
4
-
ALLOWABLE SMALL HOLES
FACE AND EDGE DRILL ZONES
ALLOWABLE LARGE HOLES
IN ADDITION TO ALLOWABLE
SMALL HOLES
·
·
·
·
·
●
●
●
WSWH-TP CONNECTION
MODEL NO.FASTENER QUANTITY
SWS16150 SDS25600
®
SECTION
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