HomeMy WebLinkAbout122 California St #B - 2024 -METERGASELEC METER
WWWWWWWW
ELEC METER
(E)200 A
W
WWWWWWWWWWWWWWWWWWWWWWWWW(E)SEWER LINE
(E)SEWER LINE
(E)6" LATERAL SEWER
APPRO. 41' TO MAIN SEWER
(E
)
8
"
M
A
I
N
S
E
W
E
R
AP
P
R
O
X
.
4
1
'
T
O
B
U
I
L
D
I
N
G
ADU
(E)200 A
(E)3 GAS METERS
10'-3 1/4"31'-2"20'-0"78'-4"20'-6"30'-0"
3'-
6
"
44
'
-
1
"
2'
-
5
"
9"
38
'
-
1
0
"
10
'
-
5
"
3'
-
1
1
"
38
'
-
6
"
7'
-
1
0
"
1.5"
122 CALIFORNIA ST.
ARCADIA, CA. 91006
RESIDENTIAL
ATTACHED A.D.U.
DATE NO. DESCRIPTION
DRAWN BY:
DRAWING TITLE
SCALE:
SHEET NO.
REVISION
ACRC
AS SHOWN
5120 HAMNER AVE
# 140
EASTVALE, CA 91752
951.454.8801
PROJECT
DATE: JUNE 2, 2024
PLAN CHECK NO.
A
R
C
ESIGN
www.acrcdesigns.com
These drawings, specifications, ideas, designs
and arrangements represented thereby are the
property of the ACRC and no part thereof
shall be reproduced or used for any purpose
other than the specific project for which they
have been prepared, without the written consent
of ACRC. Visual contact with these drawings
or specifications shall constitute conclusive evidence
of acceptance of these restrictions.
As instruments of service, these documents are
not final and ready for use, and therefore not valid
unless they are sealed, signed and dated
P.C. CORRECTION18/12/24
PROJECT DATA
AND
SITE PLAN
A1.1
8,000 SQ. FT.
SCOPE OF WORK:
PROJECT ADDRESS:
GROSS LOT AREA:
122 CALIFORNIA STREET, ARCADIA, CA. 91006
5779-002-030ASSESSOR'S ID NO:
CONSTRUCTION TYPE: V-B
OCCUPANCY GROUP:R-3
EXISTING LIVABLE FLOOR AREA:
UNIT 1 (BLDG "A")1,020 SQ. FT.
R3 - HIGH DENSITY RESIDENTIALZONING:
LEGALIZING UNPERMITTED NON-LIVABLE SPACE
PROPOSED ADU FLOOR AREA:
TOPOGRAPHY:RELATIVELY FLAT
TOTAL BUILDING COVERAGE:2,304 SQ. FT.
EXISTING BUILDING HEIGHT:9'-0"
LANDSCAPED AREA:
275 SQ. FT.
INTO AN ATTACHED ACCESSORY DWELLING UNIT
1,850 SQ. FT.(23.2%)
(28.8%)
SITE MATRIX INFO:
HARDSCAPED AREA / DRIVEWAY:3,846 SQ. FT.(48.0%)
TOTAL LOT AREA:8,000 SQ. FT.(100.0%)
PROJECT DATA
MAX. FLOOR AREA RATIO ALLOWED:
PROPOSED FLOOR AREA RATIO:3,248 SQ. FT. = 40.6%
3,600 SQ. FT. = 45%
MAX. LOT COVERAGE ALLOWED:
PROPOSED LOT COVERAGE:
4,000 SQ. FT. = 50%
2,304 SQ. FT. = 28.8%
VICINITY MAP
PROJECT SITE
SITE PLAN SCALE: 1" = 10'-0"
GOVERNING CODES
SHEET INDEX
ADDITIONAL PERMITS
CONTRACTORS/SUBCONTRACTORS SHALL SUBMIT SEPARATE APPLICATION(S)
AND SECURE SEPARATE PERMIT(S) FOR:
a.ELECTRICAL WORK
b.MECHANICAL WORK
c.PLUMBING WORK
d.DEMOLITION
NOTES:
1.THE CONTRACTOR IS RESPONSIBLE FOR SCHEDULING AND SECURING FINAL
TO SCHEDULING BUILDING FINAL INSPECTION:
OR APPROVED BUILDING IDENTIFICATION PLACED IN A POSITION THAT IS PLAINLY
LEGIBLE AND VISIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY
INSPECTION APPROVALS FROM THE FOLLOWING DEPARTMENTS PRIOR
2.BUILDINGS SHALL HAVE APPROVED ADDRESS NUMBERS, BUILDING NUMBERS
2022 CALIFORNIA BUILDING CODE - TITLE 24, PART 2
2022 CALIFORNIA RESIDENTIAL CODE - TITLE 24, PART 2
2022 CALIFORNIA ELECTRICAL CODE - TITLE 24, PART 3
2022 CALIFORNIA MECHANICAL CODE - TITLE 24, PART 4
2022 CALIFORNIA PLUMBING CODE - TITLE 24, PART 5
2022 CALIFORNIA ENERGY CODE - TITLE 24, PART 6
2022 CALIFORNIA GREEN BUILDING STANDARDS CODE - TITLE 24, PART 11
A-1.2 RESIDENTIAL MANDATORY MEASURES
A-1.1 PROJECT DATA , SITE PLAN AND GENERAL NOTES
A-1.3 RESIDENTIAL MANDATORY MEASURES
A-2.0 EXISTING FLOOR PLANS (FOR REFERENCE ONLY)
A-2.1 PROPOSED FLOOR PLAN
A-3 EXISTING EXTERIOR ELEVATIONS (FOR REFERENCE ONLY)
OWNER APPLICANT
PHONE: (626)372.1572
Mr. GARY LIN
PROJECT TEAM
PHONE: (626)429.8915
ARCADIA, CA. 91006
122 CALIFORNIA STREET
MS. LINDA TSENG
INSURANCE CERTIFICATE. ALL WORK SHALL CONFORM TO ALL REQUIREMENTS OF STATE OF
THE WORK IS DONE IN ACCORDANCE WITH CODE REQUIREMENTS PRIOR TO REQUESTING INSPECTION.
EXCESS OR WASTE CONCRETE MAY NOT BE WASHED INTO THE PUBLIC WAY OR ANY OTHER DRAINAGE
DISPOSED OF AS SOLID WASTE.
SEDIMENTS AND OTHER MATERIALS MAY NOT BE TRACKED FROM THE SITE BY VEHICLE TRAFFIC.
THE CONSTRUCTION ENTRANCE ROADWAYS MUST BE STABILIZED SO AS TO INHIBIT SEDIMENTS
FROM BEING DEPOSITED INTO THE PUBLIC WAY. ACCIDENTAL DEPOSITIONS MUST BE SWEPT UP
STOCKPILES OF EARTH AND OTHER CONSTRUCTION RELATED MATERIALS MUST BE PROTECTED
TRASH AND CONSTRUCTION RELATED SOLID WASTES MUST BE DEPOSITED INTO A COVERED
FUELS, OILS, SOLVENTS AND OTHER TOXIC MATERIALS MUST BE STORED IN ACCORDANCE WITH
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.
SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT (SCAQMD) SHALL BE NOTIFIED IN ACCORDANCE
WORK. THE SOUTH COAST AIR QUALITY MANAGEMENT DISTRICT OFFICE IS LOCATED AT
A 10 DAY WAIT PERIOD PRIOR TO START OF WORK.
ALL NONCOMPLIANT PLUMBING FIXTURES SHALL BE REPLACED WITH WATER-CONSERVING
DUE TO THE POSSIBLE PRESENCE OF LEAD-BASED PAINT, LEAD-SAFE WORK PRACTICES ARE
17920.10 AND 105256 WITH POTENTIAL FINES FOR VIOLATIONS UP TO $5,000 (SECTION (D) AMENDED)
OR IMPRISONMENT FOR NOT MORE THAN 6 MONTHS IN THE COUNTY JAIL OR BOTH.
THE ISSUANCE OF A PERMIT SHALL NOT PREVENT THE BUILDING OFFICIAL FROM REQUIRING
CODES ADOPTED BY THE CITY, RELEVANT LAWS, ORDINANCES, RULES AND/OR REGULATIONS.
SEPARATE PERMIT SHALL FIRST BE OBTAINED FROM THE CITY PUBLIC WORKS DEPARTMENT
SEPARATE PERMIT(S) ARE REQUIRED FOR DEMOLITION OF ALL STRUCTURES ON THE SITE.
AT TIME OF PERMIT ISSUANCE, CONTRACTOR SHALL SHOW THEIR VALID WORKERS' COMPENSATION 1.
IT IS THE RESPONSIBILITY OF THE INDIVIDUAL SUPERVISING THE CONSTRUCTION TO ENSURE THAT
CALIFORNIA TITLE 24 REGARDLESS OF THE INFORMATION INDICATED ON THESE PLANS.
SYSTEM. PROVISIONS SHALL BE MADE TO RETAIN CONCRETE WASTES ON SITE UNTIL THEY CAN BE
AND MAY NOT BE WASHED DOWN BY RAIN OR OTHER MEANS.
FROM BEING TRANSPORTED FROM THE SITE BY THE FORCES OF WIND OR WATER.
RECEPTACLE TO PREVENT CONTAMINATION OF RAINWATER AND DISPERSAL BY WIND.
THEIR LISTING AND ARE NOT TO CONTAMINATE THE SOIL AND SURFACE WATERS. ALL APPROVED
2.
WITH CALIFORNIA STATE LAW PRIOR TO START OF ANY DEMOLITION, ADDITION, AND/OR REMODEL
21865 COPLEY DRIVE IN DIAMOND BAR, PHONE NO (909)396-2000 BE ADVISED, SCAQMD MAY REQUIRE
3.
PLUMBING FIXTURE PRIOR TO FINAL INSPECTION.
4.
REQUIRED FOR ALL REPAIRS THAT DISTURB PAINT IN PRE-1979 BUILDINGS. FAILURE TO DO SO
COULD CREATE LEAD HAZARDS THAT VIOLATE CALIFORNIA HEALTH & SAFETY CODE, SECTIONS
5.
THE CORRECTION OF ERRORS ON THESE PLANS OR FROM PREVENTING ANY VIOLATION OF THE
6.
PRIOR TO PLACEMENT OF ANY CONSTRUCTION MATERIALS OR EQUIPMENT IN THE PUBLIC WAY.
7.
GENERAL NOTES
EMAIL: GBL@ARCHTURAE.COM
CITY OF ARCADIA MUNICIPAL CODE
FIRE SPRINKLER SYSTEM:NONE (EXISTING RESIDENCE)
FIRE SPRINKLER SYSTEM:NOT REQUIRED FOR ADU
UNIT 2 (BLDG "A")757 SQ. FT.
UNIT 3 (2nd FLR - BLDG "B")598 SQ. FT.
UNIT 4 (2nd FLR - BLDG "B")598 SQ. FT.
GARAGE #1 (BLDG "A")380 SQ. FT.
CARPORT #2 (BLDG "B")453 SQ. FT.
CARPORT #3 (BLDG "B")598 SQ. FT.
CARPORT #4 (BLDG "B")598 SQ. FT.
TOTAL EXISTING FLOOR AREA 3,248 SQ. FT.
UNPERMITTED AREA (BLDG "B)275 SQ. FT.
EXISTING NON-LIVABLE FLOOR AREA:
CA
L
I
F
O
R
N
I
A
S
T
R
E
E
T
CL
AL
L
E
Y
PROPERTY LINE 160'
PROPERTY LINE 160'
PR
O
P
E
R
T
Y
L
I
N
E
5
0
'
PR
O
P
E
R
T
Y
L
I
N
E
5
0
'
118 CALIFORNIA STREET
ADJACENT PROPERTY
126 CALIFORNIA STREET
ADJACENT PROPERTY
122 CALIFORNIA STREET
(E) 1-STORY RESIDENCE
(E) GARAGE #1
(E) CARPORT #2
(E) CARPORT #3
(E) CARPORT #4
(E) LANDSCAPE AREA
TO REMAIN
(E) LANDSCAPE AREA
TO REMAIN
(E) LANDSCAPE AREA
(E) SLOPE
5%
(E) SLOPE
2%
(E) SLOPE
2%
(E) SLOPE
5%
(E) ENTRY
(E) ENTRY
(E) CMU FENCE WALL
TO REMAIN
(E) CMU FENCE WALL
TO REMAIN
(E) GAS METER
(E) ELECTRICAL METER
(E) WATER METER
(E) DRIVEWAY
TO REMAIN
(E) DRIVEWAY
TO REMAIN
SCOPE OF WORK:
LEGALIZING UNPERMITTED
NON-LIVABLE SPACE INTO
AN ATTACHED ACCESSORY
DWELLING UNIT
NOTES:
THIS PROJECT IS NOT LOCATED WITHIN VERY HIGH FIRE HAZARD SEVERITY ZONES
(VHFHSZ)
ARCHITECTURAL
EASTVALE, CA 91752
5120 HAMNER AVE, #140
ACRC DESIGN GROUP
CONTACT: HENRY CHEN
PHONE: (951) 454.8801
1
1
1
1
(E) CONC WALKWAY
TO REMAIN
(E) 1 HR RATED EXTERIOR
WALL TO REMAIN, SEE
DETAIL #4,5 & 6 / A4
(E) 1 HR RATED INTERIOR
WALL TO REMAIN, SEE
DETAIL #4 / A4
1
1
1
CONDENSER UNIT LOCATION ON A 3"
PREFABRICATED OR CONCRETE PAD
(BLDG "A")UNIT '1'UNIT '2'
EXISTING BLDG "A" TOTAL AREA 1,777 SQ. FT.
EXISTING BLDG "B" TOTAL AREA 1,471 SQ. FT.
(BLDG "B")
1
ENERGY REPORT - T24
SAN GABRIEL, CA. 91775
1217 E. LAS TUNAS DRIVE
TRICOLOR ENGINEERING
CONTACT: YONGHUI CHEN
PHONE: (626) 692.1221
STRUCTURAL
ONTARIO, CA 91761
3954 E ATTALLA STREET
PETER CHAO & ASSOCIATES
CONTACT: PETER CHAO
PHONE: (909) 680.2727
A-4 ARCHITECTURAL DETAILS AND SECTION
T-1 ENERGY ANALYSIS REPORT (T-24)
T-2 ENERGY ANALYSIS REPORT (T-24)
T-3 ENERGY ANALYSIS REPORT (T-24)
S-1 STRUCTURAL DETAILS
S-2 STRUCTURAL DETAILS
S-3 FOUNDATION PLAN
S-4 FLOOR FRAMING PLA
8/14/2024 7:50:50 PM
122 CALIFORNIA ST.
ARCADIA, CA. 91006
RESIDENTIAL
ATTACHED A.D.U.
DATE NO. DESCRIPTION
DRAWN BY:
DRAWING TITLE
SCALE:
SHEET NO.
REVISION
ACRC
AS SHOWN
5120 HAMNER AVE
# 140
EASTVALE, CA 91752
951.454.8801
PROJECT
DATE: JUNE 2, 2024
PLAN CHECK NO.
A
R
C
ESIGN
www.acrcdesigns.com
These drawings, specifications, ideas, designs
and arrangements represented thereby are the
property of the ACRC and no part thereof
shall be reproduced or used for any purpose
other than the specific project for which they
have been prepared, without the written consent
of ACRC. Visual contact with these drawings
or specifications shall constitute conclusive evidence
of acceptance of these restrictions.
As instruments of service, these documents are
not final and ready for use, and therefore not valid
unless they are sealed, signed and dated
P.C. CORRECTION18/12/24
A1.2
RESIDENTIAL
MANDATORY
MEASURES
8/14/2024 7:51:09 PM
122 CALIFORNIA ST.
ARCADIA, CA. 91006
RESIDENTIAL
ATTACHED A.D.U.
DATE NO. DESCRIPTION
DRAWN BY:
DRAWING TITLE
SCALE:
SHEET NO.
REVISION
ACRC
AS SHOWN
5120 HAMNER AVE
# 140
EASTVALE, CA 91752
951.454.8801
PROJECT
DATE: JUNE 2, 2024
PLAN CHECK NO.
A
R
C
ESIGN
www.acrcdesigns.com
These drawings, specifications, ideas, designs
and arrangements represented thereby are the
property of the ACRC and no part thereof
shall be reproduced or used for any purpose
other than the specific project for which they
have been prepared, without the written consent
of ACRC. Visual contact with these drawings
or specifications shall constitute conclusive evidence
of acceptance of these restrictions.
As instruments of service, these documents are
not final and ready for use, and therefore not valid
unless they are sealed, signed and dated
P.C. CORRECTION18/12/24
A1.3
RESIDENTIAL
MANDATORY
MEASURES
8/14/2024 7:51:28 PM
METERGASELEC METER
WWWWWWWW
ELEC METER
(E)200 A
W
W
WWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWWW
(E)SEWER LINE
(E)SEWER LINE
(E)6" LATERAL SEWER
APPRO. 41' TO MAIN SEWER ADU
(E)200 A
(E)3 GAS METERS
(E)31'-2"
(E
)
2
7
'
-
1
"
(E
)
2
1
'
-
1
0
3
/
4
"
(E
)
1
1
'
-
0
1
/
2
"
(E
)
1
1
'
-
1
3
/
4
"
(E
)
4
4
'
-
1
"
(E)22'-2"(E)4'-6 1/2"
(E)9'-0"
(E)18'-3"(E)23'-9"(E)14'-4"(E)22'-0"
(E)78'-4"
(E
)
1
2
'
-
3
"
(E
)
1
4
'
-
4
1
/
2
"
(E
)
1
1
'
-
1
0
1
/
2
"
(E
)
3
8
'
-
6
"
(E
)
3
8
'
-
1
0
"
(E)42'-0"(E)27'-1 1/2"(E)9'-2 1/2"
(E)78'-4"
(E
)
6
'
-
9
"
(E
)
2
0
'
-
9
1
/
2
"
(E
)
1
3
'
-
8
1
/
2
"
(E
)
3
'
-
6
"
(E)27'-2"
(E
)
4
4
'
-
1
"
(E)27'-2"
122 CALIFORNIA ST.
ARCADIA, CA. 91006
RESIDENTIAL
ATTACHED A.D.U.
DATE NO. DESCRIPTION
DRAWN BY:
DRAWING TITLE
SCALE:
SHEET NO.
REVISION
ACRC
AS SHOWN
5120 HAMNER AVE
# 140
EASTVALE, CA 91752
951.454.8801
PROJECT
DATE: JUNE 2, 2024
PLAN CHECK NO.
A
R
C
ESIGN
www.acrcdesigns.com
These drawings, specifications, ideas, designs
and arrangements represented thereby are the
property of the ACRC and no part thereof
shall be reproduced or used for any purpose
other than the specific project for which they
have been prepared, without the written consent
of ACRC. Visual contact with these drawings
or specifications shall constitute conclusive evidence
of acceptance of these restrictions.
As instruments of service, these documents are
not final and ready for use, and therefore not valid
unless they are sealed, signed and dated
P.C. CORRECTION18/12/24
EXISTING
FLOOR PLANS
(REFERENCE
ONLY)
A2.0
LEGEND:
EXISTING WALLS TO REMAIN
UNIT 1 FLOOR PLAN
SCALE: 3/16" = 1'-0"
NO
R
T
H
UNIT 3 & 4 FIRST FLOOR PLAN
SCALE: 3/16" = 1'-0"
(E)LIVING ROOM
(E)BEDROOM 2
(E)BEDROOM 1
(E)KITCHEN
(E)KITCHEN
(E)BEDROOM 1(E)BEDROOM 2
(E)BATH
(E)BATH1(E)BATH2
(E)GREAT
ROOM
(E)BATH
(E)BEDROOM
(E)GREAT
ROOM
(E)KITCHEN
(E)BATH
(E)BEDROOM 1
(E)BEDROOM 2
(E)GREAT
ROOM
(E)KITCHEN
(E)BATH
(E)BEDROOM 2
(E)BEDROOM 1
UNIT 2 FLOOR PLAN
SCALE: 3/16" = 1'-0"
UNIT 3 & 4 FIRST SEOND PLAN
SCALE: 3/16" = 1'-0"
(E)GARAGE #1
2 SPACES(E)CARPORT #2
2 SPACES
(E)CARPORT #3
1 SPACE
(E)CARPORT #4
1 SPACE
(E)UNIT 1
ENTRY(E)UNIT 2
ENTRY
(E)UNIT 3
ENTRY
(E)UNIT 4
ENTRY
LEGALIZING UNPERMITTED
NON-LIVABLE SPACE
INTO ACCESSORY
DWELLING UNIT
- REFER TO SHEET A2.1
8/14/2024 8:30:00 PM
REFR
(E)31'-2"
(E
)
2
7
'
-
1
"
(E
)
4
4
'
-
1
"
(E)22'-2"(E)4'-6 1/2"
(E)9'-0"
3'
-
4
"
3'
-
2
"
6'-
6
"
8'-6"
GFCI
SVGFCIS
SD CO
SD
9'-
0
"
6'-
6
"
9'-
9
1
/
2
"
8'-8"2'-0"18'-5"
21'-0 1/2"
21
'
-
3
"
10
'
-
5
"
10
'
-
5
"
GFCI
TEMP
GLASS
AFCI
AFCI
AFCI
AFCI
AFCI
AFCI
AFCI
AFCI
AFCI
AFCI
GFCI
AFCI
WP
DOOR TYPE
DOOR SCHEDULE
WD
SIZE
NO
1
WIDTH HEIGHT
LOCATION TYPE MATERIAL
DOOR
PTD
FINISH
FRAME
a
SEE SCHED
6'
-
8
"
HCaBEDROOM 2'-6"
F.F.
6'-8"SWING
CEILING MOUNTED HIGH EFFICACY RECESS LIGHT FIXTURE
WALL ELECTRICAL OUTLET
S
GFCI
LIGHT SWITCH
INTERIOR WALL MOUNTED LIGHT FIXTURE
S
SV
WALL ELECTRICAL OUTLET PROTECTED BY A GROUND
FAULT CIRCUIT INTERRUPTER
VACANCY SENSOR SWITCH FOR BATHROOM &
EXTERIOR LIGHT FIXTURE SWITCH TO BE MANUALLY
ON/OFF SWITCH CONTROLLED, AND HAVE BOTH
MOTION SENSOR AND PHOTOCELL CONTROL.
MATERIAL
ELECTRICAL LEGEND
EXHAUST FAN: MINIMUM 50 CFM TO BE DUCTED TO THE
EXTERIOR AND SHALL PROVIDE FIVE AIR CHANGES PER
HOUR; SECTION 1203.3. CFM AND NOISE RATING MAX. 3
SONE FOR INTERMITTENT USE. SHALL BE ENERGY STAR RATED
AND CONTROLLED BY A HUMIDISTAT CAPABLE OF AN
ADJUSTMENT BETWEEN 50~80% HUMIDITY DUCT SYSTEMS
ARE SIZED, DESIGNED AND EQUIPMENT IS SELECTED USING
THE FOLLOWING METHODS:
1. ESTABLISH HEAT LOSS & HEAT GAIN VALUES
ACCORDING TO ANSI / ACCA 2 MANUAL J-2011 OR
EQUIVALENT
2. SIZE DUCT SYSTEMS ACCORDING TO ANSI/ ACCA I
MANUEL D-2014 OR EQUIVALENT.
3. SELECT HEATING & COOLING EQUIPMENT ACCORDING
TO ANSI/ ACCA 3 MANUAL S-2014 OR EQUIVALENT.
4. EXHAUST OUTLET MUST BE MINIMUM 3'-0" FROM ANY
OPENING INTO BUILDING AND 3'-0" FROM THE PROPERTY
LINE.
CO EXISTING CM CARBON MONOXIDE ALARM PERMANENTLY
WIRED WITH BATTERY BACKUP PER SECTION R315. ALARMS
SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE
ACTUATION OF ONE ALARM WILL ACTIVATE ALL OF THE
ALARMS IN THE UNIT.
SD EXISTING SMOKE DETECTORS PER SECTION R314
DETECTORS SHALL BE PERMANENTLY WIRED WITH BATTERY
BACKUP. SOUND AN ALARM AUDIBLE IN ALL SLEEPING
AREAS. ALARM DEVICES SHALL BE INTERONNECTED IN
SUCH A MANNER THAT THE ACTUATION OF ONE ALARM
WILL ACTIVATE ALL OF THE ALARMS IN THE UNIT. SHALL
COMPLY WITH THE FOLLOWING:
a.AT LEAST 3' FROM THE TIP OF THE BLADE OF A
CEILING-MOUNTED FAN
b.NOT LESS THAN 3' FROM THE DOOR OPENING OF A
BATHROOM
c.AT LEAS 20' FROM A COOKING APPLIANCE OR 10'
FROM COOKING APPLIANCE WHEN THE ALARM IS AN
IONIZING SMOKE ALARM PER NFPA 72 SECTION
29.8.3.4 ITEM 4
d.AT LEAST 3' FROM SUPPLY REGISTERS OF A HEATING /
COOLING SYSTEM
WD2 PTDSCaENTRANCE3'-0"6'-8"SWING
A
WINDOW TYPE
FIN. FLR.
WINDOW SCHEDULE
MATERIAL
SIZE
SYMB
WIDTH HEIGHT THKNS.
LOCATION TYPE
WINDOW FRAME
FINISH
GLAZING
A
MATERIALTYPEGLASSTHKNS.
REGULATIONS, WHERE WINDOW IS WITHIN 12" OF A DOOR, AND
JAMB, AND SILL DETAILS.
APPROVED FLASHING.
INSTITUTE STANDARDS.
COMPLIANCE WITH AMERICAN NATIONAL STANDARD
6. WINDOWS SHALL BE CERTIFIED AND LABELED IN
5. FLASH AROUND ALL EXTERIOR WINDOW OPENINGS WITH
11. ALL WINDOWS TO HAVE INSECT SCREENS AT SLIDING
12. WINDOWS AND FRAMES COLOR AND FINISH PER OWNER
PANEL LOCATION.
WINDOW NOTES
2019 CBC, CHAPTER 24, AND 16 CFR 1201
WINDOW OPENING AND FIELD ROUGH DIMENSIONS.
MATERIALS.
SAFETY STANDARDS FOR ARCHITECTURAL GLAZING
3. ALL ALUMINUM SASH TO COMPLY WITH THE AAMA STANDARDS.
4. T INDICATES GLASS TO BE TEMPERED PER ABOVE MENTIONED
9. ALL WINDOW FRAMES TO BE PAINTED WITH SILICONE
DRAWINGS TO INCLUDE (BUT NOT LIMITED TO) HEAD,
DETAILED SHOP DRAWINGS PRIOR TO FABRICATION.
10. WINDOW CONTRACTOR TO PROVIDE ARCHITECT WITH
POLYESTER COATING, COLOR BY ARCHITECT.
1. ALL WINDOW ELEVATIONS BELOW WERE DRAWN AS VIEWED
2. ALL GLASS AND GLAZING TO BE IN ACCORDANCE WITH THE
8. FRAMING CONTRACTOR TO VERIFY MANUFACTURER'S ROUGH
ALUMINUM.
7. UNLESS OTHERWISE NOTED, ALL WINDOWS FRAMES TO BE
FROM EXTERIOR SIDE AT A SCALE OF 3/16" = 1'-0".
IN DOORS AND ENCLOSURE FOR HOT TUB, BATHTUB, SHOWERS
(ALSO GLAZING IN WALL ENCLOSING THESE COMPARTMENTS
WITHIN 5' OF STANDING SURFACE)
B
B 2'-0"3'-0"
BEDROOM & GREAT ROOM
VENTILATION AREA:
7.3 SQ. FT.
VINYL4'-0"3'-0"
BATHROOM
PTD GLDBL GLAZED CLEAR3/8"(E)SLIDING
U-FACTOR SHGC
FACTOR
0.3 NFRC 0.23 NFRC
4'
-
0
"
2'
-
8
"
4'-0"
(E)SLIDING VINYL PTD GLDBL GLAZED CLEAR3/8"0.3 NFRC 0.23 NFRC
3'
-
0
"
3'
-
8
"
2'-0"
122 CALIFORNIA ST.
ARCADIA, CA. 91006
RESIDENTIAL
ATTACHED A.D.U.
DATE NO. DESCRIPTION
DRAWN BY:
DRAWING TITLE
SCALE:
SHEET NO.
REVISION
ACRC
AS SHOWN
5120 HAMNER AVE
# 140
EASTVALE, CA 91752
951.454.8801
PROJECT
DATE: JUNE 2, 2024
PLAN CHECK NO.
A
R
C
ESIGN
www.acrcdesigns.com
These drawings, specifications, ideas, designs
and arrangements represented thereby are the
property of the ACRC and no part thereof
shall be reproduced or used for any purpose
other than the specific project for which they
have been prepared, without the written consent
of ACRC. Visual contact with these drawings
or specifications shall constitute conclusive evidence
of acceptance of these restrictions.
As instruments of service, these documents are
not final and ready for use, and therefore not valid
unless they are sealed, signed and dated
P.C. CORRECTION18/12/24
ACCESSORY
DWELLING
UNIT
FLOOR PLAN
A2.1
ELECTRICAL & PLUMBING NOTES:
ENERGY LIGHTING NOTE:
CEILING:
WALL:
BASE:
FLOOR:
FINISH NOTES:
FLOOR PLAN NOTES:
LEGEND:
1 NEW DOOR NUMBER
EXISTING WALLS TO REMAIN AND REPAIR
BATHROOMS: CERAMIC TILE
BATHROOMS: CERAMIC TILE
BATHROOMS:
GYPSUM BOARD WITH TWO COATS SEMI-GLOSS ENAMEL
PAINT WITH KNOCKDOWN TEXTURE
BATHROOMS: GYPSUM BOARD WITH TWO COATS FLAT
LATEX PAINT WITH KNOCKDOWN TEXTURE
1.WATER CONSERVING FIXTURES: NEW WATER CLOSETS SHALL USE NO MORE
THAN 1.28 GALLONS OF WATER PER FLUSH, LAVATORIES MAY NOT EXCEED
1.2 GPM, KITCHEN FAUCETS MAY NOT EXCEED 1.8 GPM, AND SHOWERS
MAY NOT EXCEED 1.8 GPM OF FLOW.
2.WALL COVERING SHALL BE CEMENT PLASTER, TILE OR APPROVED EQUAL
TO 72" ABOVE DRAIN AT SHOWERS OR TUB WITH SHOWERS. MATERIALS
OTHER THAN STRUCTURAL ELEMENTS ARE TO BE MOISTURE RESISTANT.
3.SURROUND AROUND THE SHOWER MUST BE TEMPERED. GLAZING IN THE
WALLS/DOORS FACING OR CONTAINING BATHTUBS OR SHOWERS WHERE
THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60" ABOVE THE
STANDING SURFACE. EXCEPTION: GLAZING THAT IS MORE THAN 60",
MEASURED HORIZONTALLY, FROM THE WATER'S EDGE OF A BATHTUB.
4.PROVIDE A MINIMUM 72 INCH HIGH NON-ABSORBENT SURFACE AT
SHOWER AND TUB AREA.
5.PROVIDE TEMPERED GLASS SHOWER ENCLOSURE - MIN. 1,024
SQ. IN. AREA AND 30" DIAMETER IN SHOWER COMPARTMENT.
6.PROVIDE A MINIMUM OF 24 INCHES CLEAR IN FRONT OF WATER CLOSET,
AND A MINIMUM COMPARTMENT WIDTH OF 30 INCHES.
7. CEMENT, FIBER-CEMENT, FIBER-MAT REINFORCED CEMENT, GLASS MAT
GYPSUM OR FIBER-REINFORCED GYPSUM BACKERS SHALL BE USED AS A
BASE FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL AND CEILING
PANELS IN SHOWER AREAS (CRC 702.4.2)
E EXISTING DOOR TO REMAIN
NEW INTERIOR WALL 2 x STUDS @ 16"O.C. WITH 1/2"
REGULAR GYPSUM WALLBOARDS ON BOTH SIDES
NOTE: USE WATER RESISTANT GYPSUM BOARD IN LIEU
OF SPECIFIED WALLBOARD
1.PLUMBING WALL SHALL BE A MINIMUM OF 2x6 CONSTRUCTION.
2.TWO LAYERS OF GRADE D PAPER SHALL BE APPLIED OVER ALL
WOOD BASE SHEATHING.
3.PROVIDE A WEEP SCREED FOR STUCCO AT THE FOUNDATION PLATE
LINE A MIN. 4" ABOVE THE EARTH OR 2" ABOVE PAVED AREAS.
4.NO SOUNDPROOFING WORK SHALL BE COVERED BEFORE A
SPECIAL SOUNDPROOFING INSPECTION IS OBTAINED FROM THE
BUILDING AND SAFETY DIVISION.
5.ALL VOIDS AROUND PLUMBING PIPES SHALL BE PACKED WITH
ROCK WOOL OR EQUIVALENT SOUND DEADENING MATERIAL
APPROVED BY THE BUILDING OFFICIAL AND ALL PLUMBING PIPES
SHALL BE WRAPPED AT ALL POINTS OF CONTACT WITH ANY WOOD
OR STEEL MEMBERS AND STRAP HANGARS.
6.ALL CABLES, WIRES, CONDUIT SYSTEMS AND PIPING OUTSIDE
BUILDINGS OR STRUCTURES AND WITHIN THE EXTERIOR PROPERTY
LINES SHALL BE INSTALLED UNDERGROUND OTHER THAN RISERS
IMMEDIATELY ADJACENT AND ATTACHED TO THE BUILDING.
7.AT LEAST ONE DUPLEX OUTLET AND A MINIMUM OF ONE CEILING
LIGHT FIXTURE PROVIDING AT LEAST ONE FOOT-CANDLE (10.76 LUX)
AT GROUND LEVEL, SHALL BE PROVIDED FOR EVERY 400 SQUARE
FEET OF COVERED PARKING AREA, ALL STEPS, RAMPS, DRIVEWAYS
OR CORRIDORS LEADING TO COVERED PARKING AREAS SHALL BE
ILLUMINATED TO AN INTENSITY OF 1 FOOT-CANDLE (10.76 LUX) AT
GROUND LEVEL.
8.THE BUILDING SHALL HAVE WATER CLOSETS (TOILETS) WHICH USE
NO MORE THAN 1.28 GALLONS PER FLUSH.
9.CONTROL VALVES FOR ALL SHOWERS AND TUB-SHOWERS SHALL
HAVE EITHER A PRESSURE BALANCE OR THERMOSTATIC MIXING
VALVE.
10.THE CENTER OF 15-,20- AND 30-AMPERE RECEPTACLE SHALL BE
INSTALLED NOT LESS THAN 12 INCHES ABOVE THE FLOOR OR
WORKING SURFACE.
11.IN A CLOSET SURFACE MOUNTED LIGHT FIXTURES SHALL BE AT LEAST
12 INCHES FROM A STORAGE AREA AND FLUSH MOUNTED
LIGHTING FIXTURES SHALL BE AT LEAST 6 INCHES FROM A STORAGE
AREA.
12.GROUND-FAULT CIRCUIT-INTERRUPTER (GFI) PROTECTED
ELECTRICAL RECEPTACLES SHALL BE PROVIDED AT ALL
RECEPTACLES:
A) INSTALLED IN A BATHROOM
B) INSTALLED IN A GARAGE
C)OUTDOOR
D) WITHIN 6 FT. OF A KITCHEN SINK
13.ELECTRICAL RECEPTACLES INSTALLED OUTDOORS WHERE EXPOSED
TO WEATHER SHALL BE IN A WEATHERPROOF ENCLOSURE.
14.LOCATION FOR ALL NEW ELECTRICAL SERVICES SHALL BE REQUIRED
BY THE DESIGN CO.
15.SMOKE DETECTORS MUST RECEIVE THEIR PRIMARY POWER FROM
THE BUILDING WIRING AND SHALL BE EQUIPPED WITH A BATTERY
BACKUP AND INTERCONNECTED.
1.ALL INSTALLED LUMINARIES SHALL BE HIGH-EFFICACY IN ACCORDANCE
WITH ES TABLE 150.0-A
a) LUMINARIES MUST HAVE A LABEL CERTIFIED FOR AIRTIGHT CONSTRUCTION.
b) LIGHT SOURCES THAT ARE NOT MARKED "JA8-2019-E" SHALL NOT BE
INSTALLED IN ENCLOSED LUMINAIRES. ES 150.0(k)
2.DIMMERS OR VACANCY SENSORS SHALL CONTROL ALL LED STYLE
LUMINARIES. TWO EXCEPTIONS: FIXTURES INSTALLED IN HALLWAYS OR
CLOSETS UNDER 70 S.F.
3.RECESSED CAN LIGHT FIXTURES SHALL BE IC LISTED, AIR-TIGHT LABELED,
AND NOT TO BE EQUIPPED WITH A STANDARD MEDIUM BASE SCREW SHELL
LAMP HOLDER. ES 150.0)k)
NO
R
T
H
ACCESSORY DWELLING UNIT FLOOR PLAN
SCALE: 3/16" = 1'-0"
(E)BEDROOM
TO REMAIN
(78 S.F.)(E
)
C
L
O
S
E
T
TO
R
E
M
A
I
N
(E)GREAT
ROOM
TO REMAIN
(E)BATH
TO REMAIN
1
2
(E)4'-0"Wx4'-0'H
WINDOW TO REMAIN
(E)2'-0"Wx4'-0'H
WINDOW TO REMAIN
(E)4'-0"Wx4'-0'H
WINDOW TO REMAIN
EXISTING TO BE REMOVED
WATER HEATER
SEE T-24 FOR
SPECIFICATIONS
EXISTING ONE HOUR RATED WALL - SEE DETAIL #4/A4
(E) 2-CARPORT
TO REMAIN
(E) 1-CARPORT
TO REMAIN
(E) 1-CARPORT
TO REMAIN
(E) 1 HR RATED EXTERIOR
WALL TO REMAIN, SEE
DETAIL #4,5 & 6 / A4
(E) 1 HR RATED INTERIOR
WALL TO REMAIN, SEE
DETAIL #4 / A4
1
1
A EXISTING WINDOW TO REMAIN
A
A
B
1
1
2
THE KITCHEN EXHAUST HOOD (LOCAL EXHAUST VENTILATION). A MINIMUM
RATE OF 100 CFM IS REQUIRED, A MAXIMUM SOUND RATING OR 3 SONE FOR
INTERMITTENT OPERATION IS REQUIRED. THE KITCHEN HOOD DUCTED TO
OUTSIDE AIR IS REQUIRED REGARDLESS OF THE FUEL TYPE OR HOOD TYPE
(MICROWAVE HOOD).
208/230V ULTRA HEAT SINGLE ZONE DUCTLESS MINI-SPLIT HEAT PUMP SYSTEM.
(OR BETTER)
MANUFACTURER: BLUERIDGE
MODEL: BMKH1231 12,000 BTU (1 TON) 30.5 SEER / 24 SEER2 - S5 SERIES
FLOOR KEYNOTES:
1
2
8/14/2024 8:31:38 PM
F.G.
(E
)
9
'
-
0
"
(E
)
1
7
'
-
0
"
(E
)
8
'
-
0
"
(E)2ND FF
(E)T.O.P.
(E
)
2
4
'
-
2
"
(E)T.O.R.
F.G.
(E
)
9
'
-
0
"
(E
)
1
7
'
-
0
"
(E
)
8
'
-
0
"
(E)2ND FF
(E)T.O.P.
(E
)
2
4
'
-
2
"
(E)T.O.R.
F.G.
(E
)
9
'
-
0
"
(E
)
1
7
'
-
0
"
(E
)
8
'
-
0
"
(E)2ND FF
(E)T.O.P.
(E
)
2
4
'
-
2
"
(E)T.O.R.
F.G.
(E
)
9
'
-
0
"
(E
)
1
7
'
-
0
"
(E
)
8
'
-
0
"
(E)2ND FF
(E)T.O.P.
(E
)
2
4
'
-
2
"
(E)T.O.R.
F.G.
(E
)
8
'
-
0
"
(E)T.O.P.
122 CALIFORNIA ST.
ARCADIA, CA. 91006
RESIDENTIAL
ATTACHED A.D.U.
DATE NO. DESCRIPTION
DRAWN BY:
DRAWING TITLE
SCALE:
SHEET NO.
REVISION
ACRC
AS SHOWN
5120 HAMNER AVE
# 140
EASTVALE, CA 91752
951.454.8801
PROJECT
DATE: JUNE 2, 2024
PLAN CHECK NO.
A
R
C
ESIGN
www.acrcdesigns.com
These drawings, specifications, ideas, designs
and arrangements represented thereby are the
property of the ACRC and no part thereof
shall be reproduced or used for any purpose
other than the specific project for which they
have been prepared, without the written consent
of ACRC. Visual contact with these drawings
or specifications shall constitute conclusive evidence
of acceptance of these restrictions.
As instruments of service, these documents are
not final and ready for use, and therefore not valid
unless they are sealed, signed and dated
P.C. CORRECTION18/12/24
EXISTING
EXTERIOR
ELEVATIONS
(REFERENCE
ONLY)
A3
ACCESSORY DWELLING UNIT NORTH ELEVATION
SCALE: 3/16" = 1'-0"
ACCESSORY DWELLING UNIT EAST ELEVATION
SCALE: 3/16" = 1'-0"
ACCESSORY DWELLING UNIT WEST ELEVATION
SCALE: 3/16" = 1'-0"
ACCESSORY DWELLING UNIT SOUTH ELEVATION
SCALE: 3/16" = 1'-0"
EXISTING EXTERIOR ELEVATIONS NOTE:
EXISTING FINISHED MATERIAL, WINDOWS, DOORS,
ROOF TILES, STAIR AND GUARDRAIL TO REMAIN AS IS,
NO ALTERATION
EXISTING STUCCO FINISH TO REMAIN
EXISTING STUCCO FINISH TO REMAIN
EXISTING STUCCO FINISH TO REMAIN
EXISTING STUCCO FINISH TO REMAIN
8/14/2024 8:32:24 PM
122 CALIFORNIA ST.
ARCADIA, CA. 91006
RESIDENTIAL
ATTACHED A.D.U.
DATE NO. DESCRIPTION
DRAWN BY:
DRAWING TITLE
SCALE:
SHEET NO.
REVISION
ACRC
AS SHOWN
5120 HAMNER AVE
# 140
EASTVALE, CA 91752
951.454.8801
PROJECT
DATE: JUNE 2, 2024
PLAN CHECK NO.
A
R
C
ESIGN
www.acrcdesigns.com
These drawings, specifications, ideas, designs
and arrangements represented thereby are the
property of the ACRC and no part thereof
shall be reproduced or used for any purpose
other than the specific project for which they
have been prepared, without the written consent
of ACRC. Visual contact with these drawings
or specifications shall constitute conclusive evidence
of acceptance of these restrictions.
As instruments of service, these documents are
not final and ready for use, and therefore not valid
unless they are sealed, signed and dated
P.C. CORRECTION18/12/24
DETAILS
A4INTERIOR SURFACE TREATMENT
AS REQUIRED PER IBC 2012
TABLE 721.1 (2) ITEM 12 OR 14
MIN. 2X4 STUDS AT 16" O.C.,
SEE STRUCTURAL DRAWINGS
OPTIONAL GLASS FIBER BATT
INSULATION PER THERMAL
REQUIREMENTS
7/8" EXTERIOR CEMENT PLASTER
METAL LATH OVER 1 LAYER OF
WEATHER RESISTIVE BARRIER
WOOD STRUCTURAL SHEAR
PANEL WHERE OCCURS,
SEE STRUCTURAL
DO
O
R
W
I
D
T
H
5/8"5/8"
1 15/16"1 9/16"
1
916
"1
34"
1/
2
"
GYP. BOARD, TYP
SEE FINISH SCHEDULEWOOD DOOR &
FRAME BY
CONTRACTOR
2 x WD. STUDS AT
16" O.C.
BATT / SOUND INSULATION
AS OCCURS
DOOR, SEE DOOR
SCHEDULE.
NOTE:
REFER TO SCHEDULE
FOR DOOR SIZES.
SEE SCHED.
FLOOR FIN.
ALUM. THRESHOLD
1 1/2" DOOR
SEE DOOR SCHED.
INTERIOR DOOR HEAD
SCALE: N.T.S.1
INTERIOR DOOR THRESHOLD
SCALE: N.T.S.3
DOOR DIMENSION 5/8 GYPSUM BOARD
2"
5/8"12"
SHIM
PEMKO S88D
SILICONSEAL
WD DOOR, FRAME, TRIM &
WEATHER STRIP BY MFR
1 1/2" DOOR
SEE DOOR SCHED.
BATT / SOUND INSULATION
AS OCCURS
INTERIOR DOOR JAMB
SCALE: N.T.S.2
1 HOUR EXTERIOR WALL
SCALE: N.T.S.4
(E) FASTENERS
(E)PLYWOOD SHEATHING,
GALVANIZED WEEP
SCREED, CORRESION
RESISTANT MATERIAL
5/8" TYPE 'X' GYP. BD.
INSULATION
(E)FINISH FLOOR,
2"
MI
N
.
4"
MI
N
.
(E)FINISH GRADE
(E)7/8" CEMENT
PLASTER ON METAL
LATH OVER 2
LAYERS OF GRADE D
BUILDING PAPER
BASE AT EXTERIOR WALL
SCALE: N.T.S.5
TERMINATION SCREED, MIN
0.019" CORROSION RESISTANT.
SHALL BE PLACED MIN OF 4"
ABOVE EARTH, OR 2" ABOVE
PAVED/ SIDEWALK AREAS
THREE COAT CEMENT PLASTER
OVER METAL LATH OVER (2)
LAYERS WATER RESISTANT
BARRIER OVER SHEATHING
20 GA. CORROSION RESISTANT
FLASHING PAINTED TO MATCH
ADJACENT FINISH. SHALL BE
PLACED MIN. OF 3" ABOVE
TERMINATION SCREED AND MIN.
OF 3" BELOW FINISH EXT. GRADE
SILL GASKET
CONT. BEAD OF SEALANT
FRAMING MEMBER
BATT INSULATION
PER T-24
5/8" GYPSUM BOARD
@ INTERIOR
FLASHING AT EXTERIOR WALL
SCALE: N.T.S.6
4
A4
EXISTING ROOF AND
FRAMING TO REMAIN
PROVIDE MIN. R-30
INSULATION
EXISTING 1 HOUR RATED
EXTERIOR WALL TO REMAIN,
PROVIDE TYPE 'X' GYP
BOARD AT INTERIOR SIDE
PROVIDE MIN. R-15
INSULATION
(DAMAGED TO BE REPAIR
WHERE OCCURS)
EXISTING EXTERIOR WALL
FLASHING & BASE
5&6
A4
EXISTING 1 HOUR RATED
INTERIOR WALL TO REMAIN
BETWEEN PARKING
GARAGE AND ADU,
PROVIDE TYPE 'X' GYP
BOARD AT GARAGE SIDE
PROVIDE MIN. R-15
INSULATION
(DAMAGED TO BE REPAIR
WHERE OCCURS)
4
A4
EXTERIORINTERIOR
BUILDING SECTION
SCALE: 1/2" = 1'-0"A
8/14/2024 8:34:26 PM
122 CALIFORNIA ST.
ARCADIA, CA. 91006
RESIDENTIAL
ATTACHED A.D.U.
DATE NO. DESCRIPTION
DRAWN BY:
DRAWING TITLE
SCALE:
SHEET NO.
REVISION
ACRC
AS SHOWN
5120 HAMNER AVE
# 140
EASTVALE, CA 91752
951.454.8801
PROJECT
DATE: JUNE 2, 2024
PLAN CHECK NO.
A
R
C
ESIGN
www.acrcdesigns.com
These drawings, specifications, ideas, designs
and arrangements represented thereby are the
property of the ACRC and no part thereof
shall be reproduced or used for any purpose
other than the specific project for which they
have been prepared, without the written consent
of ACRC. Visual contact with these drawings
or specifications shall constitute conclusive evidence
of acceptance of these restrictions.
As instruments of service, these documents are
not final and ready for use, and therefore not valid
unless they are sealed, signed and dated
P.C. CORRECTION18/12/24
ENERGY
ANALYSIS
REPORT
T1
8/14/2024 8:34:48 PM
122 CALIFORNIA ST.
ARCADIA, CA. 91006
RESIDENTIAL
ATTACHED A.D.U.
DATE NO. DESCRIPTION
DRAWN BY:
DRAWING TITLE
SCALE:
SHEET NO.
REVISION
ACRC
AS SHOWN
5120 HAMNER AVE
# 140
EASTVALE, CA 91752
951.454.8801
PROJECT
DATE: JUNE 2, 2024
PLAN CHECK NO.
A
R
C
ESIGN
www.acrcdesigns.com
These drawings, specifications, ideas, designs
and arrangements represented thereby are the
property of the ACRC and no part thereof
shall be reproduced or used for any purpose
other than the specific project for which they
have been prepared, without the written consent
of ACRC. Visual contact with these drawings
or specifications shall constitute conclusive evidence
of acceptance of these restrictions.
As instruments of service, these documents are
not final and ready for use, and therefore not valid
unless they are sealed, signed and dated
P.C. CORRECTION18/12/24
ENERGY
ANALYSIS
REPORT
T2
8/14/2024 8:35:10 PM
122 CALIFORNIA ST.
ARCADIA, CA. 91006
RESIDENTIAL
ATTACHED A.D.U.
DATE NO. DESCRIPTION
DRAWN BY:
DRAWING TITLE
SCALE:
SHEET NO.
REVISION
ACRC
AS SHOWN
5120 HAMNER AVE
# 140
EASTVALE, CA 91752
951.454.8801
PROJECT
DATE: JUNE 2, 2024
PLAN CHECK NO.
A
R
C
ESIGN
www.acrcdesigns.com
These drawings, specifications, ideas, designs
and arrangements represented thereby are the
property of the ACRC and no part thereof
shall be reproduced or used for any purpose
other than the specific project for which they
have been prepared, without the written consent
of ACRC. Visual contact with these drawings
or specifications shall constitute conclusive evidence
of acceptance of these restrictions.
As instruments of service, these documents are
not final and ready for use, and therefore not valid
unless they are sealed, signed and dated
P.C. CORRECTION18/12/24
ENERGY
ANALYSIS
REPORT
T3
8/14/2024 8:35:33 PM
ROOF SHEATHING
2X R.R.
6-16d COMM. NAILS
B.N.
B.N.
2X FACIAL BOARD
2X C.J. PER PLAN
2X STUD WALL
SIMPSON A35 @ 16" O.C.
B.N.
T & G BOARD
2-2X TOP PLATE
ROOF SHEATHING
2X R.R.
6-16d COMM. NAILS
B.N.
2X FACIAL BOARD
2X C.J. PER PLAN
2X STUD WALL
SIMPSON A35 @ 16" O.C.
B.N.
T & G BOARD
2-2X TOP PLATE
2X RAFTER TIE
@ EA. RATER
A
B
DROP BEAMWHERE OCCUR
DROP BEAMWHERE OCCUR
B.N.
DOUBLE SIDE SHEAR WALL WHERE OCCUR
3"
1-#4 VERTICAL REBAR @ EA. CORNER
POST SEE PLAN
COLUMN BASE SEE PLAN
PAD A SEE PLAN
PAD REBAR
SEE PLAN
WHERE OCCUR
2X OR 3X P.T. SILL PLATE
(E) R.R
(E) ROOF SHEATHING
B.N.
(N) ROOF SHEATHING PER PLAN
(N) 2X R.R. PER PLAN
(N) 2X BLOCKING
6
2X4 STUD WALL
2-2X TOP PLATE
ROOF SHEATHING
2-2X ROOF RAFTER PER PLAN
BEAM PER PLAN
SIMPSON MST STRAP PER PLAN
B.N.
ST
R
U
C
T
U
R
E
D
E
S
I
G
N
C
O
N
S
U
L
T
A
N
T
PE
T
E
R
C
H
A
O
&
A
S
S
O
C
I
A
T
E
S
WOOD STUD SCHEDULE CONC. SLAB ON GRADE MIN. PLATE SPLICE CEILING JOIST SCHEDULE
TYP. NOTCHING & BORING TYP. NAILING SCHEDULE TYPICAL HEADER
12345
678910
CONNECTION
SHALL BE COMMON NAILS)
1. JOIST TO SILL OR GIRDER TOE NAIL.
2. BRAIDING TO JOIST TOE NAIL EA. END.
3. 1X6 SUB FIR OR LESS TO EA. JOIST FACE NAIL.
4. WIDER THAN 1X6 SUB FIR TO EA. JOIST FACE NAIL. 3 - 8d
5. 2" SUB FLOOR TO JOIST OR GIRDER BLIND & FACE NAIL 2 - 16d
6. SOLE PL. TO JOIST OR BLKING FACE NAIL 16d @ 16" O.C.
7. TOP PL. TO JOIST OR BLKING FACE NAIL
8. STUD TO SOLE PL. 4-8d TOE NAIL OR 2 - 16d END NAIL.
9. DOUBLE STUDS FACE NAIL. 16d @ 16" O.C.
10. DOUBLE TOP PLS FACE NAIL 16d @ 16" O.C.
11. TOP PLS. LAPS & INTERSECTIONS FACE NAIL. 2 - 16d
12. CONTINUOUS HDR. TWO PIECES. 16d @ 16" O.C.
13. CLG. JOISTS TO PL.TOE NAIL 3 - 8d
14. CONTINUOUS HDR. TO STUD TOE NAIL. 4 - 8d
15. CLG. JOIST LAPS OVER PARTITIONS FACE NAIL. 3 - 16d
16. CLG. JOIST TO PARALLEL RAFTERS FACE NAIL 3 - 16d
17. RAFTER TO PL. TOE NAIL. 3 - 16d
18. 1" BRACE TO EA. STUD & PL. FACE NAIL 2 - 8d
19. 1X8 SHT'G OR LESS TO EA. BEARING FACE NAIL 2 - 8d
20. WIDER THAN 1X8 SHT'G TO EA. BEARING FACE NAIL 3 - 8d
21. BUILT - UP CNR. STUDS. 16d @ 24" O.C.
NAILING
3 - 16d
2 - 8d
2 - 8d
2 - 16d
STUD
2X4 @ 16"
2X6 @ 16"
2X8 @ 16"
10' - 0"
14' - 0"
18' - 0"
14' - 0"
20' - 0"
24' - 0"
MAX SUPPORT HEIGHT*
BEAR'G WALL NON BAR'G WALL
*MAX. DISTANCE BETWEEN FLOOR & ROOF. TABLE 23-IV-B
2X STUDS @ 16" O.C. U.N.O
16d @ 12" O.C.TYP.
NOTE:
SEE PALN FOR LOCATION
PLYWOOD SHEATING
16d @ 12" O.C.
#3X 3'-0" @ 24" O.C.
SMOTH DOWELS
2X4 KEY CONT.
1 1/4" DEPTH SAWCUT OR
QUICK JOIST @ 20'-0" EA.
WAY MAX. (GROUT FILL)
SLAB REINFORC'G
WHERE OCCURS
1 -#4 CONT.
NOTE: SEE NOTE ON
FOUNDATION PLAN
WHERE SAND &
VISQUEEN APPLY.
t
t
1'-0"6"6"1'-0"
4" TYP.
8"
6"
7" MAX.
SEE ARCH'S PLAN
WHERE OCCURS
SLAB REINFORC'G
2X F.J.
4' - 0"
SPLICE AT LOWER PLATE
2-16d EA.
SIDE OF SPLICE
16d @ 16" O.C.
20-16d EA.
SIDE OF
SPLICE
PROVIDE STUD BELOW
SPLICE
LOWER
SPLICE
TOP SPLICE
HANGER
CLG.
JOIST
2X
BLK'G
CLG.
JOIST
2X DBL PLS.
2X STUDS
@16"O.C.2X LEDGER
W/2-16d
@EA. STUD
CEILING JOIST SCHEDULE
SIZE
2X6
2X8
2X10
2X12
SPACING JOIST SPAN (MAX .)REMARKS
12" O.C. 14'-0"
16" O.C. 12'-2"
12" O.C. 18'-0"
16" O.C. 16'-0"
12" O.C. 22'-0"
16" O.C. 20'-6"
12" O.C. 26'-0"
16" O.C. 25'-0"
CLG. JOISTS ARE DESIGNED FOR DRYWALL OR PLAST (D.L.=10 PSF N.L.L= 10PSF)
THIS SCHEDULE APPLIES TO ALL
RMS, U.N.O. ON PLANS SEE ARCH'L
DRAWINGS FOR CLG. HEIGHT FIN.
& SPECIFIC REQMTS.
PLYWD. AS NOTED
STUD @ 16" O.C.
U.N.O.
2-2X EXECPT AS
NOTED ON PLAN
EDGE NAIL'G
BOUNDARY
NAILING
STAGGERED PLYWD.
SPLICES
2X BLOCKING
TOP OF CONC.
2X P.T. SILL PL. W/ 5/8" O
A.B SET 12" INTO
CONCRETE @ 32" O.C. TYP U.N.O.
NOTE:
WHERE PLYWD. OCCUR @ EA. SIDE STAGG. PANEL JOINT.
NAIL @ 12" O.C.
INTERM NAILING
2X4 RAFTER TIE @ 48" O.C.
W/ 5 - 16d NAIL @ EA. END
2X RAFT.
SEE PLAN
2X BLOCKING @32" O.C.
B.N.
SIMPSON LPT4 @ 16" O.C.
ROOF SHEATHING`2-2X RAFT.SEE PLAN
A35 @ 16"
O.C.
2X C.J. SEE PLAN2X C.J.B.N.
B.N.2X C.J. SEE PLAN
B
PLYWD. SHEAT'
G
A35 @ 16"
O.C.
2-2X BLK'G
A
8-16d COMMON NAILSA35 @ 16"
O.C.
2X C.J. SEE PLAN2X BLK'G
EA. SIDE.
SIMPSON LPT4 @ 16" O.C.
2X RAFT.
SEE PLAN
(ALL SHEAR WALLS AND ROOF AND FLOOR SHEATHING NAILS
4
57911
1012 68
WALL FOOTING ( EXT.)
2-#4 REBAR TOP & BOTTOM
4" CONC.
12"
3" MIN.
24" MIN.
FINISH GRADE
WEEP SCREED (26 gage)
8" MIN.
2 x P.T. SILL PL W/ 5/8"
DIA. A.B X 12" SET 7" MIN.
INTO CONC. @ 48" O.C. TYP. U.N.O.
W/ 0.229" X 3" X 3"
PLATE WASHERSSHEAR WALL SHEATHINGSEE PLAN
2X STUD@ 16" O.C
#4 DOWEL @ 16" EA.WAY
S-1
PE
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A
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A
S
S
O
C
I
A
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S
DATE
DRAWN
SCALE
JOB NO.
DWG. NO.
P.C.
1/4" = 1'-0"
2 ft.
1 ft.
HOLDOWN DETAIL
NOTE:
1.HOLDOWN ANCHOR BOLT
SHALL BE SECURED IN
PLACE PRIOR TO
FOUNDATION INSPECTION.
BELOWP.T. SILL
PLATE
TOP OF
SLAB
WD. POST OR DBL STUD
SDS SCREWS
SIMPSON HOLDOWN
SEE SCHEDULE BELOW
A.B. TO CONFORM
W/ SIMPSON SPEC.
SEE MIN. EMBEDMENT
SIMPSON HOLDOWN SCHEDULE
A HDU2, HDU4, 6,10 SDS 1/4X2-1/2"
B HDU5 SDS-2.5 14-SDS 1/4 X 2-1/2"
C HDU8 SDS-2.5 20-SDS 1/4 X 2-1/2"
2.CHECK SIMPSON CATALOG
MIN. EMBEDMENT FOR
LARR25248
ER 4935
AT RIGHT
SSTB A.B.
SEE TABLE
SSTB 20
SSTB 24
SSTB 28
16-5/8"
24-7/8"
3"
20-5/8"
10
-----
D HDU11 SDS-2.5 30-SDS 1/4X 2-1/2"1" Ø SIMPSON PAB8 A.B.13-1/2"
3
2
1
WALL FOOTING ( INT.)
4" CONC.
24
"
M
I
N
.
2-#4 CONT. TOP & BOTTOM
3" MIN.
2X STUD@ 16" O.C
INTO CONC. @ 48" O.C. TYP. U.N.O.
PLATE WASHERS
W/ 0.229" X 3" X 3"
2 x OR 3X P.T. SILL PL W/ 5/8"
DIA. A.B X 12" SET 7" MIN.
FOR CONCRETE GRADE BEAM
2-#4 CONT. TOP & BOTTOM
4" CONC.
3" MIN.
FINISH GRADE6"
WEEP SCREED (26 GAGE)
8" MIN.
SHEAR WALL SHEATHING
SEE PLAN
2X STUD@ 16" O.C
#4 REBAR @ 16" EA.WAY2 ft.
1 ft.
SIMPSON HOLDOWN
12"
39
5
4
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.
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:
(
9
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9
)
6
8
0
-
2
7
2
7
4" CONC. SLAB W/
SEE SPECIAL INSPECTION PROGRAM IN SHEET S-3.SEE STRUCTURAL OBSERVATION PROGRAM IN S-3.
COLD JOINTROUGH SURFACE(OPTION FOR TWO POUR)
1-#4 REBAR
COLD JOINTROUGH SURFACE(OPTION FOR TWO POUR)
24
"
M
I
N
.
#4 DOWEL @ 16" EA.WAY
2 ft.
1 ft.
COLD JOINTROUGH SURFACE(OPTION FOR TWO POUR)
1-#4 REBAR
08/04/2024
GL 20240804
AR
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C
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9
1
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6
12
2
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4" CONC. SLAB W/#4 REBAR @ 16" O.C. EA. WAY
4" CONC. SLAB W/#4 REBAR @ 16" O.C. EA. WAY
#4 REBAR @ 16" O.C. EA. WAY
E HD 9B (3) 7/8" Ø BOLT
F HDU14 SDS-2.5 36-SDS 1/4X 2-1/2"
SSTB 2824-7/8"
1" Ø SIMPSON PAB8 A.B.13-1/2"
they shall be distributed so that the load does not exceed the design live load.
8. Where construction materials are temporarily stored on roof or floor framing,
contract documents. details, the Architect shall be notified and he will interpret the intent of the
specifications and notes on the drawings of between general notes and specific
7. In all cases where a conflict may occur, such as between item covered in
structural work. and other items to be embedded in concrete or otherwise incorporated in
openings required for ducts, pipes and for all pipe sleeves, electrical conduits
6. See mechanical, plumbing and electrical drawing for size and location of all
shall check all dimensions.
5. The contractor shall be responsible for coordinating the work of all trades and
National State and Local safety ordinances.
construction. Safety and bracing requirements shall be in accordance with all
construction and shall provide adequate shoring , bracing and guide during
4. The contractor shall be responsible for the safety of the building during
3. All materials and workmanship shall conform to the drawing and specifications.
2. All work shall conform to the requirements of the code.
1. "Code" where referred to herein refers to C.B.C building Code 2022 Edition.
GENERAL NOTES:
8. Saturate the soil 18" deep before placing the concrete slab.9. Grading & footing to inspected & certified by the soil engineer prior to pouring the concrete.
7. All Holddown hardware, anchor bolts & rebar to be secured in place prior to
@ 48" O.C with plate washer 3x3x0.229" unless noted.
5. Shear walls denote full length and full height of the wall.
4. See detail on 1/S-1 for typical slab on grade. control joints, and slab3. See detail on plan/S-1 for shear wall indicated by
1. For floor dimension, curbs, under floor ducts, conduits, etc.
6. Anchor bolts are 5/8" Ø
depression details.
2. Verify all condition in field.
call inspection.
FOUNDATION NOTES:
provisions outlined in Portland Cement Association Spec. ST26.
5. vibration: Vibration of concrete shall be in accordance with the general
4. Maximum slump of concrete used in floor slab at flat work shall be four(4)
3. Strengths: Ultimate compressive strength 28 days ----F'c=2500 psi. shrinkage characteristics of less than 0.04
type (150 Ib/ cu. ft.). Aggregate shall conform to A.S.T.M. C-33 with proven
2. All concrete unless otherwise noted on plans will be regular weight hard rock
1. Cement : Type I or Type II conforming to A.S.T.M. C-150 C.B.C.
inches.
CONCRETE:
% as per A.S.T.M C-157
foundation inspection.
10. Continuous inspection required for concrete F'c greater than 2500 psi.
9. Location of construction and pour joints shall be approved by the Architect
before pouring concrete.
8. Anchor bolts, dowels, inserts, etc. shall be securely tied in place prior to specification reports to be forward to the structural engineer.7. Strength tests of concrete shall be required as per code and as outlined in
five days after it placement. Approved curing compounds may be used in lieu 6. Curing: Concrete shall be maintained in a moist condition for a minimum of
of moist curing.
detailed on plans.
In contact with earth (formed) 2" clear
otherwise noted: Deposited against earth 3" clear
5. Provide the following minimum protective covering of concrete unless
latest edition of "The manual of Reinforcing Steel Practice for Reinforced
4. All reinforcing steel shall be supported and tied in conformance with the
3. Certification and testing of reinforcing steel shall be in accordance with the
Concrete Structures".
provision of A.S.T.M. standards.
or 2'-0" minimum whichever governs. All splices shall be located as
2. Unless otherwise noted, all reinforcing steel shall be lapped 36 bar diameter
b. Deformations shall be in accordance with A.S.T.M. A305.
1 a. All reinforced steel to conform to A.S.T.M. specification A615 Grade 60 unless noted otherwise on plans.
REINFORCING STEEL:
FRAMING NOTES:
4. See 11/S-2 for typical wall sheathing detail.
3. Wood diaphragm to be inspected and approved by Building
10" O.C> in intermediated (field).
6" O.C. in all other edges,
with 10d common nail at: 6" O.C. in boundary,
2. Floor sheathing to be 5/8" CD T&G plywood or OSB (INDEX 32/16)
12" O.C. in intermediated (field). 6" O.C. in all other edges,
8d common nail at: 6" O.C. in boundary,1. Roof sheathing to be 1/2" CDX plywood or OSB (INDEX 24/0) with
Department prior to covering.
11. The max. depth of notching shall not exceed 1/4 the depth at the end of spans.
18. roof plywood shall be bond w/ INT. & EXT. type where exposed to weather.
17. Stucco lath & drywall shall be nailed to all studs & to top & bottom PL.
16. 2--layer #15 black paper covered plywood sheathing for shear wall.
15. Holddown shall be tight before covered plywood sheathing.
14. Roof sheathing requires nailing inspection before covered.
13. Provide double joist under parallel bearing partitions.12. Provide solid 2x blocking under partitions perpendicular to floor joist.
and shall not be located in the middle 1/3 of the span. of the span.10. The max. depth of notching shall not exceed 1/6 the depth of the member.
9. A certificated of compliance will be provided for the laminated beams.8. Structural observation will be performed when required by the Building official.7. See shear wall denote full length and full height of the walls.6. See detail on framing plan for shear wall indicated by 5. See 3/S-2 for typical diaphragm detail and notes.
b. 4x grade No.1 typical U.N.O.
11. Joist hangers and other connectors shall be Simpson strong ties or equal.
10. All wood bearing on concrete or masonry shall be pressure treated Douglas Fir.
diaphragm nailing requirements.
9. Edges of all opening through roof or floor shall be nailed per boundary of plywood
shall be identified by a registered stamp or brand.
plans with exterior glue conforming to product Standard PSI--95. Each sheet
8. Structural plywood shall be DEPA grade, Structural I, thickness as noted on
7. Minimum nailing for all wood members shall be as per code unless specifically noted detailed or approved by the Architect.6. Framing members shall not be notched in any manner except where specifically
5. Standard steel washers shall be used on all heads and nuts bearing on wood.
4. The bridging shall be provided as per code.
than 4'-0" O.C. unless noted otherwise, there shall be one bolt within 9" of each
Douglas Fir bolted to concrete with 5/8" x 10" anchor bolt space not more
3. Sills under stud partitions in contact with concrete shall pressure treated.2. Studs, plates, sills and blocking to be grade #2 Douglas Fir or better
c. post grade No.1 typical U.N.O.
a. 2x grade No.2 typical U.N.O.1. All horizontal load carrying member and posts to be Douglas Fir Larch north.WOOD FRAMING:
4. Building Weight = 86.578 kips.
3. Response Modification Coefficient. R=6.5 (Wood Structure Panel)
SDS = 1.551, SD1 = 0.787.
Design Seismic Force (ASD value) = 18.802 kips.
Site Class D, Ss = 1.939 S1 = 0.694, SMs = 2.327, SM1 = 1.18
2. Seismic Design Data: Seismic Design Category : D
f. Floor Live Load =40 psf e. Floor Dead Load =15.1 psf
b. Typical live load for roof =20 psf
a. Dead loads for roof =11.1 psf
1. Design Load:
STRUCTURE DESIGN DATA
drawings to the Architect for approval prior to fabrication.
specializing in this type of work. The fabricator shall submit complete shop
5. The glued laminated beams shall be furnished by a licensed fabricator
shall be accompanied by a Certificate of inspection.
4. Each glued laminated beam shall be stamped with identification number and
Architect & building department prior to erection.
approved inspection agency. A certificate of inspection shall be provided for the
3. All structural glued laminated timber shall be inspected during lamination by an
AITC 117-71 or combination 24F-V8 with hem fir lamination per AITC.
2. Glued laminated beams shall be combination 24F-V4, Douglas Fir and Larch per
commercial standard, CS-253,
1. Materials, manufacture and quality control shall be in conformance with
STRUCTURAL GLUE LAMINATED TIMBER:
"Structural Glued Laminated Timber"
5. Provide tests as may be required by the building official.
parts sand and two parts pea gravel to be of fluid consistency.
compressive strength of 2500 psi at 28 days. Use one part cement, three
4. Grout used shall conform to A.S.T.M. designation C476-71 with a minimum
putty, and four and one-half parts sand.
2500 psi at 28 days. Mix one part Portland Cement, one half part lime
3. Mortar used shall be Type S with a minimum compressive strength of
2. All units shall have a minimum compressive strength of 1500 psi.
1. Concrete block, Type I, Grade N-1.
MASONRY NOTES:
inspector prior to framing approval.
to the job inspector prior to framing approval.
10. A certificate of fabrication or report from the special inspector must be furnished
exercised to prevent undercutting or reducing the selection of materials at welds.
deposited by not more than 1/4" thick passes. Particular care shall be
shall have 1/4" extra length each end to allow for craters. Weld shall be
noted on details are net and do not include allowance for craters. All welds
warping or distortion of the structural members be minimized. Length of welds
suitable means for clamping or holding members during welding in order that
requirements for electric arc welding of AWS Spec. The contractor shall provide experienced and certified welders in accordance w/ the standards and
electrodes in conformation to local building code. All welding shall be done by
9. Electric arc weld process by operators approved by board of AWS using E--70xx
be a part of the special inspection required of section.
compliance with approved standards and job specification. This testing shall
8. Ordinary moment framing shall be test by nondestructive methods for
welding and ordinary framing.
7. Continuous Inspection required during installation of High--Strength bolts field
place as directed by the manufacturer.
6. All grout under steel bearing plates shall be solid drypack or non--shrink grout
the Architect and approval obtained prior to fabrication.
5. Shop drawing s for all structural and miscellaneous steel shall be submitted to the
fabrication or report from the special inspection must be furnished to the job
approved by L.A. city or county building department and a certificate of
4. All structural steel shall be fabricated and erected by a licensed fabricator
3. All bolts used shall conform to A325 unless otherwise noted.
continuous inspection is required for field welds.
in the shop of a licensed fabricator, except where otherwise noted on plans.
per the A.I.S.C specification. Welds are designed at full stress and must be down
electric arc process and shall be performed with approved electrodes as required
approved by the Department of Building and Safety. All weldings will be done2. All welding is to comply with A.W.S specifications and is to be done by welders
on plans.1. Shall conform to the provisions of A.S.T.M. A--36 unless otherwise noted
STRUCTURAL STEEL
5/8" ØA.B.
5. 1/2" edge distance for plywood boundary nailing.
4. All bolt holes shall be drilled a Max. of 1/16" oversized.
boundary nail shall be staggered. typical. (reduced diameter nails prohibited)
than 350 pounds/foot require a 3 inch nominal or greater member. The
3. Sill PL. & Studs @ edge of plywood for shear walls with lateral loads greater
shall be tightened just prior to covering the wall framing
2. Hold--down connector bolts into wood framing requires.
1. Hold--down hardware secured in place prior to calling inspector.
@ T & B. PLATE EDGE & FIELD ( 16d SILL NAIL @ 6" O.C.)
7/8" STUCCO OVER PAPER BACK'D LATH WITH 16 GA. STAPLES @ 6" O.C.
SHEAR WALL SCHEDULE
6. A.B. into wood framing require 3" x 3" x .229" plate washers for
3" x 3" x 5/16" plate washers for 3/4 Ø A.B. and holddown
5/8" Ø @ 32" o.c.16d @ 4" o.c.12668d15/32" STR'L I
5
4
3
2
12
12
12
1215/32" STR'L I
870
665
510
340
15/32" STR'L I
10d 2
10d 3
2
3
10d 4
10d 6
4
6
5/8" Ø @ 12" o.c.
5/8" Ø @ 16" o.c.
5/8" Ø @ 18" o.c.
5/8" Ø @ 28" o.c.
3/8" o L.G.@ 6"o.c.
20d @ 2 1/2"o.c.
20d @ 3" o.c.
16d @ 3" o.c.
see #3
see #3
---
1
MARK BOUND
CAPACITY
280
#/LF 4 OR 5 LAY
OR OSB
PLYWOOD
BOUND
SPACING
NAIL
EDGE
SILL BOLTSSILL NAIL REMARK
---
15/32" STR'L I
15/32" STR'L I
see #3
SOIL INFO.:
24" below lowest finished grade is: 1500 psf. for spread footings, 1500 psf.
2. The soil bearing value used for design of footing upon undisturbed soils and
1. The foundation designed is based on the recommendations by C.B.C. TABLE
1806.2.
5. Seismic Resistance System = Light Frame(wood) wall sheathed plywood system.
Seismic Resistance Coeff., Cs = 0.239.
6. Wind Load Design Data: Basic Wind Speed: 95 mph. Occupancy Category = II.
Exposure Category = C., Adjustment coefficient = 1.3 ʎ
Wind Load: (longitudinal direction) = 11.842 kips (ASD value).
Seismic Load Control.
SIMPSON A35
OR LPT4 TIE
@ 16" O.C.
@ 16" O.C.
@ 16" O.C.
@ 12" O.C.
@ 8" O.C.
2"
(TYPICAL)
(TYPICAL)
L I NFORC
VEATOFA
C
OI A
G
I
L
E
N
N
E
RE
N
AI
E
ES
IGS
RE
E
H
D CGNO
P R O
TER U
F
CS
T I
N
S
NO. C-68688
Exp.09/30/25
LI
H
HA
O
LC
V
E
AT OF A
E
ES
IGS
RE
E
H
D CGNO
P R O
TER U
F
CS
T I
N
S
NO. C-68688
Exp.09/30/25
LI
H
d. Typical live load for ceiling =10 psf
c. Dead loads for ceiling = 6.1 psf
12"
B.N.
B.N.
B.N.
SHEAR WALL SHEATHINGWHERE OCCUR
12"
12"
OVER 15 MIL. MOISTURE
BARRIER OVER 4" THICK BASE
OF 1/2" OR LARGER CLEAN
AGGREGATE
OVER 15 MIL. MOISTURE BARRIER OVER 4" THICK BASEOF 1/2" OR LARGER CLEAN
AGGREGATE
2-2X TOP PLATE
2X CRIPPLE STUD
WINDOW HEADER PER PLAN
SIMPSON MST27 STRAP OR PER PLAN
4X4 OR 4X6
BLOCKING
2X OR 3X
SILL PLATE
POST FORHEADERPER PLAN
SIMPSON MST27
WINDOWOPENING2X KING STUD
NOTE: OPENING WIDTH > = 6'-0" NEED OPENING STRENGTHEN
STRAP OR PER PLAN
2X TRIMMER OR
4X4 OR 4X6BLOCKING
ROOF TO WALL
B.N.
2X BLOCKING
16" O.C.
2X C.J. SEE PLAN
2X FLAT @
ROOF SHEATHING PER PLAN
2X BALLOON FRAMING
2X R.R.
PER PLAN2X FACIAL BOARD
2X BLOCK W/ 2-16d COMM. NAILS @ 12" O.C.
TO TOP PLATE
SIMPSON LPT4 @ 16" O.C.
B.N.
(2-2x DIAPHRAGM CHORD)
TOP PLATE 2X
SIMPSON
A35 @ 32"
O.C.
OVER 15 MIL. MOISTURE BARRIER OVER 4" THICK BASE
OF 1/2" OR LARGER CLEAN
AGGREGATE
ROOF SHEAT'G
ROOF RAFTER
2-2X4 TOP PLATE
ROOF VENT OPENING
RIDGE BEAM PER PLAN
4X4 KING POST PER PLAN
4X6 HEADER
2X SILL PLATE
2X BALLOON FRAMING
CALIF. ROOF
ROOF SHEATHING PER PLAN
RIDGE BEAM PER PLAN
SIMPSON MST27 STRAP
SIMPSON CC44 CAP
SIMPSON A35 BOTH SIDE
4X4 KING POST
BEAM PER PLAN OR 2X STUD WALL
2X CEILING JOIST
PER PLAN
RIDGE BEAM PER PLAN
(N) ROOF SHEATHING PER PLAN
(N) RIDGE BEAM PER PLAN
(N) SIMPSON MST37 STRAP
(N) SIMPSON CC44 CAP
(N) SIMPSON A35 BOTH SIDE
(N) 4X4 KING POST
(E) 2X CEILING JOIST
(E) RIDGE BEAM PER PLAN
(N) 2X4 FLAT
(E) ROOF SHEATHING
ROOF SHEATHING PER PLAN
RIDGE BEAM PER PLAN
SIMPSON MST37 STRAP
SIMPSON CC44 CAP
SIMPSON A35 BOTH SIDE
4X4 KING POST
2X4 STUD WALL
2X CEILING JOIST
RIDGE BEAM PER PLAN
ROOF SHEATHING
B.N.
ROOF SHEAT'G
2X R.R.
2X R.B.
PER PLAN
2X CRIPPLE WALL2X R.R.PER PLAN
2X C.J. PER PLAN
2X STUD WALL
PER PLAN
SHEAR WALLSHEAT'G
SHEAR WALLSHEAT'G
2X C.J. PER PLAN
2X BLK'G
2X BLK'G
SIMPSON A35@ 16"O.C.
SIMPSON A35@ 16"O.C.
COLD JOINT DETIAL
EXIST'G
FOOTING
2-#4 DOWELS X 24" LONG T&B
W/ SIMPSON SET-XP EPOXY ADHESIVE
ANCHOR MIN. 8" INTO EXISTING FOOTING.
SPECIAL INSPECTION REQUIRED.
8"
NEW
FOOTING
8"
ICC ESR-2508
24" MIN. OVERLAP
EXISTING CONC. FTG.
SEE PLAN
14"
FOOTING
UNDERPIN
2X OR 3X P.T. PLATE
REBAR SEE PLAN
2
CONCRETE FOOTING UNDERPIN
WALL FOOTING ( INT.)
4" CONC.
24"
MIN.
14"2-#4 CONT. TOP & BOTTOM
3" MIN.
2X STUD WALL PER PLAN
6"
6"
#4 DOWEL @ 24" O.C.
SIMPSON SET-XP STURCTURE EPOXY TIE
(ICC ESR 2508)DRILL HOLE WITH 5/8" Ø.
#4 DOWEL @ 24" O.C.
(E) CONC. SLAB(E) CONC. SLAB
2X SILL PLATE
6"
6"
14"
24
"
.
3"
(N) 2X STUD WALL PER PLAN
(E) CONCRETE
SLAB
(E) CONCRETE
FOOTING
NEW CONCRETE FOOTING
2-#4 REBAR TOP AND BOTTOM
10" MIN.
#4 DOWELS
W/ SIMPSON SET-XP EPOXY ADHESIVE
ANCHOR MIN. 6" INTO EXISTING FOOTING.
@ 16" O.C. SPECIAL INSPECTION REQUIRED.
6"
#4 DOWEL @ 24" O.C.
(E) CONC. SLAB
#4 DOWELS
W/ SIMPSON SET-XP EPOXY ADHESIVE
ANCHOR MIN. 6" INTO EXISTING FOOTING.
@ 16" O.C. SPECIAL INSPECTION REQUIRED.
INTO CONC. @ 48" O.C. TYP. U.N.O.
PLATE WASHERS
W/ 0.229" X 3" X 3"
2 x OR 3X P.T. SILL PL W/ 5/8"
DIA. A.B X 12" SET 7" MIN.
INTO CONC. @ 48" O.C. TYP. U.N.O.
PLATE WASHERS
W/ 0.229" X 3" X 3"
2 x OR 3X P.T. SILL PL W/ 5/8"
DIA. A.B X 12" SET 7" MIN.
(N) BEAM PER PLAN
(E) BEAM PER PLAN
SIMPSON HU HANGER SIZE TO
MATCH TO (E) BEAM
(E) BEAM PER PLAN
(E) 2X CEILING JOIST
(N) 2X BLOCKING
(N) 2X4 STUD WALL
3-16d TOE NAILSEACH BLOCK AT EACH SIDE
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(N) LATICRETE HYDRO BAN
WATER PROOFING (ICC-ESR 2417)2-LAYER
(N) LATICRETE HYDRO BAN
WATER PROOFING (ICC-ESR 2417)2-LAYER
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ROOF SHEATHING
2X R.R.
6-16d COMM. NAILS
B.N.
B.N.
2X FACIAL BOARD
2X C.J. PER PLAN
2X STUD WALL
SIMPSON A35 @ 16" O.C.
B.N.
T & G BOARD
2-2X TOP PLATE
ROOF SHEATHING
2X R.R.
6-16d COMM. NAILS
B.N.
2X FACIAL BOARD
2X C.J. PER PLAN
2X STUD WALL
SIMPSON A35 @ 16" O.C.
B.N.
T & G BOARD
2-2X TOP PLATE
2X RAFTER TIE
@ EA. RATER
A
B
DROP BEAMWHERE OCCUR
DROP BEAMWHERE OCCUR
B.N.
DOUBLE SIDE SHEAR WALL WHERE OCCUR
(E) R.R
(E) ROOF SHEATHING
B.N.
(N) ROOF SHEATHING PER PLAN
(N) 2X R.R. PER PLAN
(N) 2X BLOCKING
6
2X4 STUD WALL
2-2X TOP PLATE
ROOF SHEATHING
2-2X ROOF RAFTER PER PLAN
BEAM PER PLAN
SIMPSON MST STRAP PER PLAN
B.N.
S-2
DATE
DRAWN
SCALE
JOB NO.
DWG. NO.
P.C.
1/4" = 1'-0"
BEAM TO POST CONN.
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WOOD STUD SCHEDULE CONC. SLAB ON GRADE MIN. PLATE SPLICE CEILING JOIST SCHEDULE
TYP. NOTCHING & BORING TYP. NAILING SCHEDULE TYPICAL HEADER
TYPICAL WALL SHEATHING
12345
678910
1115
1718
1214
1619
CONNECTION
SHALL BE COMMON NAILS)
1. JOIST TO SILL OR GIRDER TOE NAIL.
2. BRAIDING TO JOIST TOE NAIL EA. END.
3. 1X6 SUB FIR OR LESS TO EA. JOIST FACE NAIL.
4. WIDER THAN 1X6 SUB FIR TO EA. JOIST FACE NAIL. 3 - 8d
5. 2" SUB FLOOR TO JOIST OR GIRDER BLIND & FACE NAIL 2 - 16d
6. SOLE PL. TO JOIST OR BLKING FACE NAIL 16d @ 16" O.C.
7. TOP PL. TO JOIST OR BLKING FACE NAIL
8. STUD TO SOLE PL. 4-8d TOE NAIL OR 2 - 16d END NAIL.
9. DOUBLE STUDS FACE NAIL. 16d @ 16" O.C.
10. DOUBLE TOP PLS FACE NAIL 16d @ 16" O.C.
11. TOP PLS. LAPS & INTERSECTIONS FACE NAIL. 2 - 16d
12. CONTINUOUS HDR. TWO PIECES. 16d @ 16" O.C.
13. CLG. JOISTS TO PL.TOE NAIL 3 - 8d
14. CONTINUOUS HDR. TO STUD TOE NAIL. 4 - 8d
15. CLG. JOIST LAPS OVER PARTITIONS FACE NAIL. 3 - 16d
16. CLG. JOIST TO PARALLEL RAFTERS FACE NAIL 3 - 16d
17. RAFTER TO PL. TOE NAIL. 3 - 16d
18. 1" BRACE TO EA. STUD & PL. FACE NAIL 2 - 8d
19. 1X8 SHT'G OR LESS TO EA. BEARING FACE NAIL 2 - 8d
20. WIDER THAN 1X8 SHT'G TO EA. BEARING FACE NAIL 3 - 8d
21. BUILT - UP CNR. STUDS. 16d @ 24" O.C.
NAILING
3 - 16d
2 - 8d
2 - 8d
2 - 16d
STUD
2X4 @ 16"
2X6 @ 16"
2X8 @ 16"
10' - 0"
14' - 0"
18' - 0"
14' - 0"
20' - 0"
24' - 0"
MAX SUPPORT HEIGHT*
BEAR'G WALL NON BAR'G WALL
*MAX. DISTANCE BETWEEN FLOOR & ROOF. TABLE 23-IV-B
2X STUDS @ 16" O.C. U.N.O
16d @ 12" O.C.TYP.
NOTE:
SEE PALN FOR LOCATION
PLYWOOD SHEATING
16d @ 12" O.C.
#3X 3'-0" @ 24" O.C.
SMOTH DOWELS
2X4 KEY CONT.
1 1/4" DEPTH SAWCUT OR
QUICK JOIST @ 20'-0" EA.
WAY MAX. (GROUT FILL)
SLAB REINFORC'G
WHERE OCCURS
1 -#4 CONT.
NOTE: SEE NOTE ON
FOUNDATION PLAN
WHERE SAND &
VISQUEEN APPLY.
t
t
1'-0"6"6"1'-0"
4" TYP.
8"
6"
7" MAX.
SEE ARCH'S PLAN
WHERE OCCURS
SLAB REINFORC'G
2X F.J.
4' - 0"
SPLICE AT LOWER PLATE
2-16d EA.
SIDE OF SPLICE
16d @ 16" O.C.
20-16d EA.
SIDE OF
SPLICE
PROVIDE STUD BELOW
SPLICE
LOWER
SPLICE
TOP SPLICE
HANGER
CLG.
JOIST
2X
BLK'G
CLG.
JOIST
2X DBL PLS.
2X STUDS
@16"O.C.2X LEDGER
W/2-16d
@EA. STUD
CEILING JOIST SCHEDULE
SIZE
2X6
2X8
2X10
2X12
SPACING JOIST SPAN (MAX .)REMARKS
12" O.C. 14'-0"
16" O.C. 12'-2"
12" O.C. 18'-0"
16" O.C. 16'-0"
12" O.C. 22'-0"
16" O.C. 20'-6"
12" O.C. 26'-0"
16" O.C. 25'-0"
CLG. JOISTS ARE DESIGNED FOR DRYWALL OR PLAST (D.L.=10 PSF N.L.L= 10PSF)
THIS SCHEDULE APPLIES TO ALL
RMS, U.N.O. ON PLANS SEE ARCH'L
DRAWINGS FOR CLG. HEIGHT FIN.
& SPECIFIC REQMTS.
PLYWD. AS NOTED
STUD @ 16" O.C.
U.N.O.
2-2X EXECPT AS
NOTED ON PLAN
EDGE NAIL'G
BOUNDARY
NAILING
STAGGERED PLYWD.
SPLICES
2X BLOCKING
TOP OF CONC.
2X P.T. SILL PL. W/ 5/8" O
A.B SET 12" INTO
CONCRETE @ 32" O.C. TYP U.N.O.
NOTE:
WHERE PLYWD. OCCUR @ EA. SIDE STAGG. PANEL JOINT.
NAIL @ 12" O.C.
INTERM NAILING
20
BEAM SEE PLANBEAM SEE PLAN
BEAM SEE PLANBEAM SEE PLAN
SIMPSON ECCQ COL. CAPOR SEE PLAN
SIMPSON CC. COL. CAP
OR SEE PLAN
SPLICE WHERE OCCUR
MST STRAP
SIMPSON EPCZ CAP
OR SEE PLAN
WD COL SEE PLAN
WD COL SEE PLANWD COL SEE PLAN
WD COL SEE PLAN
SIMPSON PC POST CAPOR SEE PLAN
SPLICE WHERE OCCUR
A B
C D
PER PLAN
MST STRAP
PER PLAN
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2X4 RAFTER TIE @ 48" O.C.
W/ 5 - 16d NAIL @ EA. END
13
2X RAFT.
SEE PLAN
2X BLOCKING @32" O.C.
B.N.
SIMPSON LPT4 @ 16" O.C.
ROOF SHEATHING`2-2X RAFT.SEE PLAN
A35 @ 16"
O.C.
2X C.J. SEE PLAN2X C.J.B.N.
B.N.2X C.J. SEE PLAN
B
PLYWD. SHEAT'G
A35 @ 16"
O.C.
2-2X BLK'G
A
8-16d COMMON NAILSA35 @ 16"
O.C.
2X C.J. SEE PLAN2X BLK'G
EA. SIDE.
SIMPSON LPT4 @ 16" O.C.
2X RAFT.
SEE PLAN
(ALL SHEAR WALLS AND ROOF AND FLOOR SHEATHING NAILS
2-2X TOP PLATE
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NO. C-68688
Exp.09/30/25
LI
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2-2X TOP PLATE
2X CRIPPLE STUD
WINDOW HEADER PER PLAN
SIMPSON MST27 STRAP OR PER PLAN
4X4 OR 4X6
BLOCKING
2X OR 3X
SILL PLATE
POST FORHEADERPER PLAN
SIMPSON MST27
WINDOWOPENING2X KING STUD
NOTE: OPENING WIDTH > = 6'-0" NEED OPENING STRENGTHEN
STRAP OR PER PLAN
2X TRIMMER OR
4X4 OR 4X6BLOCKING
ROOF TO WALL
B.N.
2X BLOCKING
16" O.C.
2X C.J. SEE PLAN
2X FLAT @
ROOF SHEATHING PER PLAN
2X BALLOON FRAMING
2X R.R.
PER PLAN2X FACIAL BOARD
2X BLOCK W/ 2-16d COMM. NAILS @ 12" O.C.
TO TOP PLATE
SIMPSON LPT4 @ 16" O.C.
B.N.
(2-2x DIAPHRAGM CHORD)
TOP PLATE 2X
SIMPSON
A35 @ 32" O.C.
ROOF SHEAT'G
ROOF RAFTER
2-2X4 TOP PLATE
ROOF VENT OPENING
RIDGE BEAM PER PLAN
4X4 KING POST PER PLAN
4X6 HEADER
2X SILL PLATE
2X BALLOON FRAMING
CALIF. ROOF
(N) ROOF SHEATHING PER PLAN
(N) RIDGE BEAM PER PLAN
(N) SIMPSON MST37 STRAP
(N) SIMPSON CC44 CAP
(N) SIMPSON A35 BOTH SIDE
(N) 4X4 KING POST
(E) 2X4 STUD WALL
(E) 2X CEILING JOIST
(E) RIDGE BEAM PER PLAN
(N) 2X4 FLAT
(E) ROOF SHEATHING
(E) 2X BLOCKING
ROOF SHEATHING PER PLAN
RIDGE BEAM PER PLAN
SIMPSON MST37 STRAP
SIMPSON CC44 CAP
SIMPSON A35 BOTH SIDE
4X4 KING POST
2X4 STUD WALL
2X CEILING JOIST
RIDGE BEAM PER PLAN
ROOF SHEATHING
39
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(N) BEAM PER PLAN
(E) BEAM PER PLAN
SIMPSON
HU HANGER SIZE TO
MATCH TO (E) BEAM
(E) BEAM PER PLAN
(E) 2X CEILING JOIST
(N) 2X BLOCKING
(N) 2X4 STUD WALL
3-16d TOE NAILSEACH BLOCK AT EACH SIDE
08/04/2024
GL 20240804
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SPECIAL INPECTION PROGRAM
1. The owner or the agent of the owner shall be responsible for employing the special
inspector(s) as required by CBC Code SECTION 1701.1 for the construction project located
at:
2. The following list of work (only checked items are required ) for Special Inspection:
SOIL COMPLIANCE PRIOR TO FOUNDATION INSPECTION FIELD WELDING
STRUCTURAL CONCRETE OVER 2500 PSI HIGH STRENGTH BOLTING
PRESTRESSED / POSTENTION CONCRETE EXPANSION / EPOXY ANCHORS
STRUCTURAL MASONRY SPRAYED-ON FIREPROOFING
DESIGNER SPECIFIED OTHERS
3. Duties of the Special Inspector for the work listed above:
A.
B.
C.
D.
SPECIAL INSPECTOR SHALL CHECK IN WITH THE CITY OR COUNTY AND PRESENT THEIR
CREDENTIAL FOR APPROVAL PRIOR TO BEGINING WORK ON THE JOB.
122 CALIFORNIA STREET, ARCADIA CA 91006The Special Inspector shall inspect the foundation size, depth, grade beam rebar size, number, tie rebar and spacing, the anchor bolts size, embedment depth, the wood strong wall panels size, connection straps.
SPECIAL INSPECTOR SHALL CHECK ALL SIMPSON WOOD STRONG WALL INSTALLATION
following the details from the WSW plans and reference to ICC-ESR 2652 code report.
CHECK SIMPSON SET XP ADHESIVE FOR ANCHOR BOLTS TO EXISING CONCRETE ACCORDING TO ICC-ESR 2508.
S-3
DATE
DRAWN
SCALE
JOB NO.
DWG. NO.
P.C.
1/4" = 1'-0"
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NO. C-68688
Exp.09/30/25
LI
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2.A.B. INTO WOOD FRAMING REQUIRE 3"X3"X0.229"
3.PROVIDE 5/8" Ø A.B @ 42" O.C FOR NON SHEAR WALL .
PLATE WASHERS FOR 5/8" Ø A.B. AND MIN 7" EMBEDMENT INTO CONC.
SEE THE SHEAR WALL SCHEDULE TABLE ON S-1.
SIZE & SPACING OF THE ANCHOR BOLT(A.B.).
1. FOLLOW THE SHEAR WALL SCHEDULE FOR THE
FOUNDATION NOTE:
4. A MINIMUM TWO BOLTS PER PIECE OF SILL PLATE.
5. ALL HOLDOWN HARDWARE IS TO BE SECURED IN PLACE PRIOR TO
FOUNDATION INSPECTION.
6.ONE LOCATED WITHIN 12" AND NOT LESS THAN 7 BOLT DIAMETER OR 4-3/8"
OF EACH END OF EACH SILL PLATE.
7. FOUNDATION SILL PLATE SHALL BE NATURALLY DURABLE OR
PRESERVATIVE-TREATED WOOD. FIELD-CUT, NOTCHES AND DRILLED HOLES OF
PRESERVATIVE-TREATED WOOD SHALL BE FIELD-TREATED PER AWPA M4.
8. SATURATE THE SOIL 24 INCH DEEP BEFORE PLACING THE CONCRETE SLAB.
9. THE HOLE IN THE PLATED WASHER IS PERMITTED TO BE DIAGONALLY SLOTTED WITH A
WIDTH OF UP TO 3
16 in. LARGER THAN THE BOLT DIAMETER AND A SLOT LENGTH NOT TO
EXCEED 1- 3
4 in., PROVIDED A STANDARD CUT WASHER IS PLACED BETWEEN THE PLATE
WASHER AND THE NUT.
10. FASTENERS FOR PRESERVATIVE-TREATED WOOD SHALL BE HOT DIPPED ZINC-COATED
GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING
WEIGHTS FOR ZINC-COATED FASTENERS SHALL BE ACCORDANCE WITH ASTM A 153.
Couty of Los Angeles
DEPARTMENT OF PUBLIC WORKS BUILDING AND SAFETY DIVISION
Los Angeles Regional Uniform Program
STRUCTURAL OBSERVATION PROGRAM
AND DESIGNATION OF THE
STRUCTURAL OBSERVER
PERMIT APPL. NO.:
Project Address:
Description of Works:
Owner:
Engineer of Record:
Architect:
STRUCTURAL OBSERVATION (ONLY CHECKED ITEMS ARE REQUIRED)
Firm or individual to be responsible for the Structural Observatoin:
Name:Phone:Calif. Registration:
Footing, Stem Walls, Piers
Mat Foundation
Caisson, Piles,
Grade Beams
Retaining Foundation
Hill Side Special Anchor
Others:
Concrete
Masonry
Wood
Others:
Steel Moment Frame
Steel Brace Frame
Concrete Moment
Frame
Concrete
Steel Deck
Wood
Masonry Wall
Frame
Others:
Others:
FOUNDATIONWALLFRAMEDIAPHRAGM
DECLARATION BY OWNER
I, The Owner of the project, declare that the above listed firm or individual is hired by me to be the
The Structural Observer
SignatureDate
DECLARATION BY ARCHITECT OR ENGINEER OF RECORD (required if the Structural Oberver is different from the
Architect or Engineer of Record)
I, the Architect or Engineer of record of the project, declare that the above listed firm or individual is designated
by me to be responsible for the Structural Observation.
SignatureDateLicense No.
Version 3.0 (2017 LACBC)Dec. 8 2016
ONE STORY ADU UNIT
Hong Chuen Chao909 680-2727
HONG CHUEN CHAO
5036 STEWART AVE. BALDWIN PARK CA 91706
boundary nail shall be staggered. typical. (reduced diameter nails prohibited)
than 350 pounds/foot require a 3 inch nominal or greater member. The
3. Sill PL. & Studs @ edge of plywood for shear walls with lateral loads greater
5/8" Ø @ 32" o.c.16d @ 4" o.c.12668d15/32" STR'L I
5
4
3
2
12
12
12
1215/32" STR'L I
870
665
510
340
15/32" STR'L I
10d2
10d3
2
3
10d4
10d6
4
6
5/8" Ø @ 12" o.c.
5/8" Ø @ 16" o.c.
5/8" Ø @ 18" o.c.
5/8" Ø @ 28" o.c.
3/8" o L.G.@ 6"o.c.
20d @ 2 1/2"o.c.
20d @ 3" o.c.
16d @ 3" o.c.
1
MARKBOUND
CAPACITY
280
#/LF
4 OR 5 LAY
OR OSB
PLYWOOD
BOUND
SPACING
NAIL
EDGE
SILL BOLTSSILL NAIL
15/32" STR'L I
15/32" STR'L I
SIMPSON A35
OR LPT4 TIE
@ 16" O.C.
@ 16" O.C.
@ 16" O.C.
@ 12" O.C.
@ 8" O.C.
SHEAR WALL SCHEDULE (All nails shall be common nails)
39
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(E) POST
(E) POST
(E) POST
(E) POST
(E) POST
(E) POST
(E) POST
(E) POST
(E) POST
(E) POST
(E) POST
(E) POST
(E) POST
(E) POST
(E) POST
(E) POST
(E) POST
POST4X6POST
POST4X6POST
POST4X6POST
POST4X6POST
POST4X4POST POST4X4POST
(E) CONCRETE FOOTING
(E) CONCRETE
FOOTING(E) CONCRETE
FOOTING
NEW FOOTING
EXISTING FOOTING
FOUNDATION PLAN
SCALE:1/4"=1'-0"
CONC. PAD SIZE REBAR
A 24" X 24"
DEPTH
24"
CONCRETE PAD SCHEDULE
4-#5 REBAR EACH WAY
FOOTING UNDERPIN DEPTH = "14"
PAD A
PAD AUNDERPIN
RENOVATION AREAPAD AUNDERPINPAD AUNDERPIN
S-111S-1
TYP.
S-111S-1 TYP.
S-1
11
S-1 S-1
11
S-1
S-12S-1TYP.
S-12S-1
TYP.S-1
7
S-1S-17S-1
S-1
7
S-1
9. SEE DETAIL 1 THIS SHEET FOR REBAR AT CORNER AND INTERSECTION.
(E) CONCRETE SLAB
(E) CONCRETE SLAB
(E) CONCRETE SLAB
omissions noted on the drawings or in the specifications or any variations need
1. The Contractor shall inform the engineer in writing of any discrepancies or
in order to conform to codes, rules and regulations. Upon receipt of such
information, the engineer will send written instructions to all concerned. Any
such discrepancy, omission, or variation not reported shall be the responsibility
of contractor, and work shall be performed in a manner as directed by the engineer.
shoring, bracing, and formwork, as required for protection of life and property
2. It shall be the contractor's sole responsibility to design and provide adequate
before the demolition and during the construction of this building. Excess load
exceed loads equivalent to the design superimposed loads
dead and live loads. design superimposed loads include live load,
partition load and any other load not in place at the time of shoring.
NOTE:
capacity of slab and roof/floor shall not
less construction
(E) EXISTING (N) NEW
NOTE:
PROVIDE LATICRETE HYDRO BAN
WATER PROOFING (ICC ESR 2417)
TWO LAYER ON TOP OF (E) CONCRETE SLAB
OF THE RENOVATION AREA.
08/04/2024
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SPECIAL INPECTION PROGRAM
1. The owner or the agent of the owner shall be responsible for employing the special
inspector(s) as required by CBC Code SECTION 1701.1 for the construction project located
at:
2. The following list of work (only checked items are required ) for Special Inspection:
SOIL COMPLIANCE PRIOR TO FOUNDATION INSPECTION FIELD WELDING
STRUCTURAL CONCRETE OVER 2500 PSI HIGH STRENGTH BOLTING
PRESTRESSED / POSTENTION CONCRETE EXPANSION / EPOXY ANCHORS
STRUCTURAL MASONRY SPRAYED-ON FIREPROOFING
DESIGNER SPECIFIED OTHERS
3. Duties of the Special Inspector for the work listed above:
A.
B.
C.
D.
SPECIAL INSPECTOR SHALL CHECK IN WITH THE CITY OR COUNTY AND PRESENT THEIR
CREDENTIAL FOR APPROVAL PRIOR TO BEGINING WORK ON THE JOB.
122 CALIFORNIA STREET, ARCADIA CA 91006The Special Inspector shall inspect the foundation size, depth, grade beam rebar size, number, tie rebar and spacing, the anchor bolts size, embedment depth, the wood strong wall panels size, connection straps.
SPECIAL INSPECTOR SHALL CHECK ALL SIMPSON WOOD STRONG WALL INSTALLATION
following the details from the WSW plans and reference to ICC-ESR 2652 code report.
CHECK SIMPSON SET XP ADHESIVE FOR ANCHOR BOLTS TO EXISING CONCRETE ACCORDING TO ICC-ESR 2508.
S-4
DATE
DRAWN
SCALE
JOB NO.
DWG. NO.
P.C.
1/4" = 1'-0"
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NO. C-68688
Exp.09/30/25
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NO. C-68688
Exp.09/30/25
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LEGEND:
ALL HOLD-DOWNS AND POST ANCHORS SHALL BE INSTALLED ACCORDING TO SIMPSON STRONG TIE SPECIFICATIONS
AND REQUIREMENTS OF ICBO REPORT # 1211 AND 4448 AND SHALL BE TIED IN PLACE PRIOR TO FOUNDATION INSPECTION.
SPLICE PLATES OF EXTERIOR WALLS AND SHEAR WALLS W/(12) 16d AT 4'-0" SPLICE (U.O.N.).
TYPICAL FLOOR SHEATHING USE 5/8" STRUCT. 1 T&G PLYWOOD P.I 32/16 WITH 10d COMMON NAILS AT 6"-6"-12" O/C, NAIL AND GLUE
PLYWOOD TO FRAMING. LAY PERPENDICULAR TO FRAMING.
TYPICAL ROOF SHEATHING: USE 1/2" STRUCT. 1 PLYWOOD, P.I. 24/0 WITH 10d COMMON NAILS AT 6"-6"-12" O/C LAY PERPENDICULAR TO
FRAMING. USE 1X8 T&G SELECT SPRUCE AT EXPOSED EAVES, (U.O.N.).
ALL DIMENSIONS SHOWN ON THE PLANS HAVE BEEN DETERMINED BY THE ARCHITECT.
FRAMING NOTES
1.
6.
5.
2.
3.
4.
PROVIDE MULTIPLE STUDS UNDER MULTIPLE JOISTS.
STRUCTURAL WOOD PANEL SHEAR WALLS SHALL BE COVERED WITH MINIMUM 2 LAYERS 15# FELT UNDERLAYMENT PRIOR TO PLACING
FINISH MATERIAL.
2- 2X OR 3X BLOCKING SHALL BE PROVIDED AT ALL HORIZONTAL JOINTS OCCURRING IN BRACED WALL PANELS.8.
7.
ALL HOLD-DOWN ANCHOR NUTS SHALL BE TIGHTENED JUST PRIOR TO COVERING THE WALL FRAMING.
9.
10.
APPROVED PLATE WASHERS ARE REQUIRED ON OPPOSITE FOR ALL HOLD-DOWN CONNECTOR BOLTS INTO WOOD.
THE FOLLOWING APPLIES TO ALL SHEAR WALLS WITH A SHEAR VALUE GREATER THAN 350 PLF. :11.
a- PROVIDE 3x SILL PLATES FOR SILL THAT REST ON CONCRETE OR MASONRY.
b- PROVIDE 3x STUDS AND BLOCKS BETWEEN ADJACENT PANELS.
c- PROVIDE 1/2" EDGE DISTANCE FOR PLYWOOD BOUNDARY NAILING.
d- Stagger nails if nail spacing is less than 2" o.c.
e- SQUARE PLATE WASHERS SHALL BE USED WITH ALL ANCHOR BOLTS.
5/8" bolt dia- 3"x3"x0.229"
3/4" bolts dia- 3"x3"x5/16" 7/8" bolts dia- 3x3x3/8 1" bolts dia. --3.5x3.5x3/8
DIAMETER IS LIMITED TO 40% OF THE STUD/PLATE WIDTH IN ANY STUD ADN MAY BE 60% IN
NONBEARING PARTITIONS OR WHEN THE BORED STUD IS DOUBLED.
WHERE POST IS NOT CONTINUOUS BETWEEN FLOORS, PROVIDE FULL HEIGHT KING STUD EACH SIDE OF POST WITH 16d @12" O.C.
15. CUTTING OR NOTCHING OF WOOD STUDS OR PLATES SHALL NOT EXCEED 25%
OF THE STUD/PLATE WIDTH IN EXTERIOR AND BEARING WALLS AND NOT TO EXCEED
40% OF THE STUD/PLATE WIDTH IN NONBEARING PARTITIONS. BORED HOLES
14.
13.
12.
USE 2-2X BLOCKING OR 2-2X JOIST AT ALL DRAG STRAPS
SEE S-1 FOR SHEAR WALL SCHEDULE.
LOWER PLATE SPLICE. SEE DETAIL
SEE STUD NOTCHING DETAIL.
17. PROVIDE MINIMUM 4'-0" APART FOR TOP PLATE SPLICE AND
16. USE 2X6 STUD FOR THE PLUMBING PIPE WHEN NECESSARY.
19. PLYWOOD SHALL HAVE FRAMING OR BLOCKING AT ALL EDGES OF ALL SHEETS IN SHEARWALLS
18. PROVIDE A MINIMUN OF TW0 ANCHOR BOLTS FOR EACH BOTTOM
PLATE. WITH ONE BOLT LOCATED NOT MORE THAN 12" OR LESS
THAN 7 BOLT DIAMETERS FROM EACH END OF THE PIECE.
20. ALL DIAPHRAGM AND SHEAR WALL NAILING SHALL UTILIZE COMMON NAILS OR GALVANIZED.
21. ALL BOLT BOLES SHALL BE DRILLED 1/32 TO 1/16" OVERSIZED. INSPECTOR TO VERIFY.
22. ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING. FACE GRAIN OF PLYWOOD SHALL HAVE TONGUE AND
GROOVE OR BLOCKED PANEL EDGES. PLYWOOD SPANS SHALL CONFORM WITH T-23-11-H.
23. FASTENERS FOR PRESERVATIVE-TREATED WOOD SHALL BE HOT DIPPED ZINC-COATED GAVANIZED
STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING WEIGHTS FOR ZINC-COATED FASTENERS SHALL BE ACCORDANCE
WITH ASTM A 153.
24. ALL SHEAR WALL PLYWOOD SHOULD USE EXTERIOR GLUE.
25. WHERE TOP OR SOLE PLATE ARE CUT FOR PIPES. A METAL TIE MINIMUM 0.058 INCHES THICK AND 1-1/2" WIDE
SHALL BE FASTENED ACROSS THE OPENING WITH (6) 16d NAILS MINIMUM EACH SIDE.
26. ROOF DIAPHRAGM NAILING TO BE INSPECTED BEFORE COVERING. FACE GRAIN OF PLYWOOD SHALL BE PERPENDICULAR TO SUPPORT.
FLOOR SHALL HAVE TONGUE AND GROOVE OR BLOCKED PANEL EDGES. PLYWOOD SPANS SHALL CONFORM WITH TABLE 2304.7.
27. THE HOLE IN THE PLATE WASHER IS PERMITTED TO BE DIAGONALLY SLOTTED WITH A WIDTH OF UP TO 316 IN. LARGER THAN THE BOLT
DIAMETER AND A SLOT LENGTH NOT TO EXCEED 1-3/4", PROVIDE A STANDARD CUT WASHER IS PLACED BETWEEN THE PLATE WASHER
AND THE NUT.
28. ENGINEERED WOOD PRODUCTS SUCH AS PREFABRICATED WOOD I-JOIST, STRUCTURAL GLUE-LAMINATED TIMBER, STRUCTURAL
COMPOSITE LUMBER AND DESIGN TRUSSES SHALL NOT BE NOTCHED OR DRILLED EXCEPT WHERE PERMITTED BY MANUFACTURERS'
RECOMMENDATIONS OR WHERE THE EFFECTS OF SUCH ALTERATIONS ARE SPECIFICALLY CONSIDERED IN DESIGN OF THE MEMBER BY
A REGISTERED DESIGN PROFESSIONAL.
boundary nail shall be staggered. typical. (reduced diameter nails prohibited)
than 350 pounds/foot require a 3 inch nominal or greater member. The
3. Sill PL. & Studs @ edge of plywood for shear walls with lateral loads greater
5/8" Ø @ 32" o.c.16d @ 4" o.c.12668d15/32" STR'L I
5
4
3
2
12
12
12
1215/32" STR'L I
870
665
510
340
15/32" STR'L I
10d2
10d3
2
3
10d4
10d6
4
6
5/8" Ø @ 12" o.c.
5/8" Ø @ 16" o.c.
5/8" Ø @ 18" o.c.
5/8" Ø @ 28" o.c.
3/8" o L.G.@ 6"o.c.
20d @ 2 1/2"o.c.
20d @ 3" o.c.
16d @ 3" o.c.
1
MARKBOUND
CAPACITY
280
#/LF
4 OR 5 LAY
OR OSB
PLYWOOD
BOUND
SPACING
NAIL
EDGE
SILL BOLTSSILL NAIL
15/32" STR'L I
15/32" STR'L I
SIMPSON A35
OR LPT4 TIE
@ 16" O.C.
@ 16" O.C.
@ 16" O.C.
@ 12" O.C.
@ 8" O.C.
SHEAR WALL SCHEDULE (All nails shall be common nails)
Development
3 ft min.
REBAR PER PLAN
REBAR
PER PLAN
REINFORCEMENT AT FOOTING
INTERSECTION AND CORNERS
2.A.B. INTO WOOD FRAMING REQUIRE 3"X3"X0.229"
3.PROVIDE 5/8" Ø A.B @ 42" O.C FOR NON SHEAR WALL .
PLATE WASHERS FOR 5/8" Ø A.B. AND MIN 7" EMBEDMENT INTO CONC.
SEE THE SHEAR WALL SCHEDULE TABLE ON S-1.
SIZE & SPACING OF THE ANCHOR BOLT(A.B.).
1. FOLLOW THE SHEAR WALL SCHEDULE FOR THE
FOUNDATION NOTE:
4. A MINIMUM TWO BOLTS PER PIECE OF SILL PLATE.
5. ALL HOLDOWN HARDWARE IS TO BE SECURED IN PLACE PRIOR TO
FOUNDATION INSPECTION.
6.ONE LOCATED WITHIN 12" AND NOT LESS THAN 7 BOLT DIAMETER OR 4-3/8"
OF EACH END OF EACH SILL PLATE.
7. FOUNDATION SILL PLATE SHALL BE NATURALLY DURABLE OR
PRESERVATIVE-TREATED WOOD. FIELD-CUT, NOTCHES AND DRILLED HOLES OF
PRESERVATIVE-TREATED WOOD SHALL BE FIELD-TREATED PER AWPA M4.
8. SATURATE THE SOIL 24 INCH DEEP BEFORE PLACING THE CONCRETE SLAB.
9. THE HOLE IN THE PLATED WASHER IS PERMITTED TO BE DIAGONALLY SLOTTED WITH A
WIDTH OF UP TO 3
16 in. LARGER THAN THE BOLT DIAMETER AND A SLOT LENGTH NOT TO
EXCEED 1- 3
4 in., PROVIDED A STANDARD CUT WASHER IS PLACED BETWEEN THE PLATE
WASHER AND THE NUT.
10. FASTENERS FOR PRESERVATIVE-TREATED WOOD SHALL BE HOT DIPPED ZINC-COATED
GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER. THE COATING
WEIGHTS FOR ZINC-COATED FASTENERS SHALL BE ACCORDANCE WITH ASTM A 153.
FOOTING
REBAR PER PLAN
REBAR PER PLAN
39
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4X4
4X4
(E) POST
(E) POST
(E) POST
(E) POST
(E) POST
(E) POST
(E) POST
(E) POST
(E) POST
(E) POST
(E) POST (E) POST
(E) POST
(E) POST
(E) POST
(E) POST
(E
)
H
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(E
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(E
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A
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(E) BEAM
FLOOR FRAMING PLAN
SCALE:1/4"=1'-0"
RENOVATION AREA
G.L.B. 24F-V4
FB2
(E
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B
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(E) FLOOR
JOIST
(E) FLOOR
JOIST
(E) FLOOR
JOIST
P.A.
P.A.
P.A.
P.A.
P.A. POST ABOVE (concentrate load from above.
include column, king post and shear wall end member
uplift or downward force)
(E) 2X10 NO.2 FLOOR JOIST @ 16" O.C.
(E) POST
(E
)
H
D
R
POST4X6POSTW/CCQ44 CAP
POST4X6POSTW/CCQ44 CAP
FB1
POST4X6POST POST4X6POST
5-1/2 X 9-1/2"
POST4X6POSTW/CCQ44 CAP
4X10 NO.2
POST4X4POST POST4X4POST
SIMPSONHU HANGER
SIZE MATCH (E) BEAM
SIMPSONHU HANGER
SIZE MATCH (E) BEAM
(E) POST
(E) POST
(E) POST
(E) POST
(E) POST
(E) POST
(E) POST
(E) POST
(E) POST
(E) POST
(E) POST
(E) POST
(E) POST
(E) POST
(E) POST
(E) POST
(E) POST
POST4X6POST
POST4X6POST
POST4X6POST
POST4X6POST
POST4X4POST POST4X4POST
(E) CONCRETE
FOOTING
(E) CONCRETE FOOTING(E) CONCRETE FOOTING
FOUNDATION PLAN
SCALE:1/4"=1'-0"
CONC. PAD SIZE REBAR
A 24" X 24"
DEPTH
24"
CONCRETE PAD SCHEDULE
4-#5 REBAR EACH WAY
FOOTING UNDERPIN DEPTH = "14"
PAD A
PAD AUNDERPIN
RENOVATION AREAPAD AUNDERPINPAD AUNDERPIN
4" CONC.
2-#4 CONT. TOP & BOTTOM
3" MIN.
2X STUD@ 16" O.C
INTO CONC. @ 48" O.C. TYP. U.N.O.
PLATE WASHERS
W/ 0.229" X 3" X 3"
2 x OR 3X P.T. SILL PL W/ 5/8"
DIA. A.B X 12" SET 7" MIN.
FOR CONCRETE GRADE BEAM
COLD JOINTROUGH SURFACE(OPTION FOR TWO POUR)
#4 DOWEL @ 16" EA.WAY
1-#4 REBAR
4" CONC. SLAB W/#4 REBAR @ 16" O.C. EA. WAY
B.N.
SHEAR WALL SHEATHINGWHERE OCCUR
12"
OVER 15 MIL. MOISTURE
BARRIER OVER 4" THICK BASEOF 1/2" OR LARGER CLEAN
AGGREGATE
SPECIAL INSPECTION IS REQUIRED.
SIMPSON SET-XP STURCTURE EPOXY TIE
(ICC ESR 2508)DRILL HOLE WITH 3/4" Ø.
(E) FOOTING
B.N.
(E) 2X4 STUD WALL
(N) SHEAR WALL SHEATHING
6"
(N) 5/8" Ø ALL THREADED STEEL ROD ANCHOR BOLTANCHOR INTO EXISTING CONCRETE
W/ 6" MIN. EMBEDMENT.
W/ SIMPSON SET-XP ADHESIVEW/ THE SPACING PER SHEAR WALL
W/ 3"X3"X0.229" STEEL PLATE WASHER
WHEN EXISTING ANCHOR BOLTSPACING IN NOT ADEQUATE .WHERE OCCUR
26 GAGE WEEP SCREEN
S-111S-1
TYP.
S-1
11
S-1 TYP.
S-111S-1 S-1
11
S-1
S-12S-1TYP.
S-1
2
S-1
TYP.S-17S-1S-17S-1
S-17S-1
9. SEE DETAIL 1 THIS SHEET FOR REBAR AT CORNER AND INTERSECTION.
(E) CONCRETE SLAB
(E) CONCRETE SLAB
(E) CONCRETE SLAB
omissions noted on the drawings or in the specifications or any variations need
1. The Contractor shall inform the engineer in writing of any discrepancies or
in order to conform to codes, rules and regulations. Upon receipt of such
information, the engineer will send written instructions to all concerned. Any
such discrepancy, omission, or variation not reported shall be the responsibility
of contractor, and work shall be performed in a manner as directed by the engineer.
shoring, bracing, and formwork, as required for protection of life and property
2. It shall be the contractor's sole responsibility to design and provide adequate
before the demolition and during the construction of this building. Excess load
exceed loads equivalent to the design superimposed loads
dead and live loads. design superimposed loads include live load,
partition load and any other load not in place at the time of shoring.
NOTE:
capacity of slab and roof/floor shall not
less construction
omissions noted on the drawings or in the specifications or any variations need
1. The Contractor shall inform the engineer in writing of any discrepancies or
in order to conform to codes, rules and regulations. Upon receipt of such information, the engineer will send written instructions to all concerned. Any
such discrepancy, omission, or variation not reported shall be the responsibility
of contractor, and work shall be performed in a manner as directed by the engineer.
shoring, bracing, and formwork, as required for protection of life and property
2. It shall be the contractor's sole responsibility to design and provide adequate
before the demolition and during the construction of this building. Excess load
exceed loads equivalent to the design superimposed loads
dead and live loads. design superimposed loads include live load,
partition load and any other load not in place at the time of shoring.
NOTE:
capacity of slab and roof/floor shall not
less construction
(E) EXISTING (N) NEW
TYP.
S-2
12
S-2
S-212S-2
S-2
13
S-2
TYP.
S-213S-2
S-219BS-2
S-2
19B
S-2
NOTE:
PROVIDE LATICRETE HYDRO BAN
WATER PROOFING (ICC ESR 2417)
TWO LAYER ON TOP OF (E) CONCRETE SLAB
OF THE RENOVATION AREA.
AR
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08/04/2024
GL 20240804
AR
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Structural Calculation
For
Legalizing Unpermitted Non-livable Space
Into an Attached Access Dwelling Unit
OF
122 California Street
Arcadia, CA 91006
Exp.09/30/25
Peter Chao & Associates
3954 E. Attalla Street
Ontario, CA 91761
(909) 680-2727
Table of Contents
1.Design Load 1.
2.Window and Door Header Design 2.
3.Floor Structural Members Design 3-15.
5.Lateral Analysis 16-23.
6. Foundation 24-25.
3.Wood Column Design 26.